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N9? Calculated per Plat of Honey
8" PVC IE 315 71 g Creek Ridge. Division No. 1.
I As recorded in Volume 173
8" PVC IE 315 70 E of Plats, page (s) 98 -100, in
o I B" PVC IE 315 59 N King County. Washington.
NE 2 ST.
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a —EX STORM DRAIN MANHOLE
G I I RIM 328.38
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5 4 Id9n�I� I Rang'- -- A ORTION of the S.E. 1/49 SECTION
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N9? Calculated per Plat of Honey
8" PVC IE 315 71 g Creek Ridge. Division No. 1.
I As recorded in Volume 173
8" PVC IE 315 70 E of Plats, page (s) 98 -100, in
o I B" PVC IE 315 59 N King County. Washington.
NE 2 ST.
r 1
a —EX STORM DRAIN MANHOLE
G I I RIM 328.38
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in I (� �' r) I, —RE N TON )
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RIM 335.88
( }}able box 8" PVC IE 324.68 S
fllydranq •1;,18 8" PVC IE 324.53 WI 1 1\
1 1 p,N
A - EXISTING FIRE
I "i HYDRANT
I
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X SANITARY SE Eft MANHOLE
TIM 337.72 `-' 5
I" PVC IE 325.27 S
` PVC IE 325.26 E
i" PVC IE 325.25 N
"4° I 1
> I I EX CATCH BASIN
I RIM 336 73 I
_j "1 8" CONC IE 335.10 SW
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EX SANITARY SEWFR MANHOLE "� L UA 04-109
RIM 347.79 I ENGINEER:
8- PVC IE 334.68 N
8" PVC IE 334.58 W I JA EGER EN GINEERIN G
1. REVISED PER CITY `REVI W 1 —12 -05
\ I ,wor
NO. I RE VISION
8Y I APPR. I DA TE
ROLL 2 0 0 FR ' 101
9419 South 204th Ploce
Kent, WA. 98031
Phone No. (253) 850-09,34
Fax No. (253) 850-0155
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( IN FEET )
1 inch = 30 ft.
60
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20734
ANAL
EXPIRES: 3/11/2006
RECOMMENDED FOR APPROVAL
DATE:
DATE:
DATE:
DATE:
CITY OF REN'I'ON
DEPARTMENT OF PUBLIC WORKS
120
COMPOSITE SITE PLAN
KENNYDALE COURT PLAT
DESIGNED: JJJ DATE: 6/20/05 FILE NAME:
DRAWN; JJJ
COCKED: JJJ SCALE: 1 "= 30' FIELD BOOK: PAGE-
APPROVED- SHEE T: 2 OF: 14
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U � 333.0
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NOTE:
/ 1
- -'NEW MH 1 �� �
N ALL TRENCH RE TORATION SHALL E PER THE CURRENT CITY ,
I I STA 1 +05.6, 5 RT. 1
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1 0 " OF RENTON TR NCH RESTORATION AND STREET OVERLAY
� M SET OVER EXIST. 8 PVC \
� I i pI RIM: 332.4 DETAIL.
/ • /
IE: 317.3 NEW, E � � MIN FFE: \ MIN FFE. MIN FFE:
• ( ) 334.0 341.0 344.0 /
U � I I IE: 317.16 (EX., N&S) 6
1 � , RECHANNEL BOTTOM r. /
STA 2 +79 SEWER MAIN) \ 1 STA 3 +07.5 SEWER MAIN
CONTRACTOR TO CONFIRM MIN FFE. MIN FFE: MIN FFE: , 10
I I I DEPTH PRIOR TO CONNECTION 333.0 333.0 -333.0 M!N FFE: STA 3+64.6. 5 RT NE 21 ST " SAN SEWER MH #3 (STD. MH, 48 )
> 1 ) ,__ -- z SAN SEWER MH #2 (STD. MH, ) MIN FFE: MIN FFE: MIN FFE: RIM: 351.0' I 3.....0 1 336. � ' »
RIM. 3A4.35 335.0 IE: 340.0 (8 PVC, W)
0 I 339.0
�' I 1 •J � STA 0 +74 STA 0 +94 /
6 SEWER STUB 6" SEWER STUB STA 1+74 STA 1+94 STA 2 +7.4 IE: 326.1 (8 PVC, S do E) / 348.0
FFE:,:
3 I 36' O MIN. 2X 36' O MIN. 2X PUBLI 6 SEWER STUB 6" SEWER STUB 6" SEWER STUB IE: 3 5.0 (8" PVC, W) STA 0 +95 / STA 1 +15 /
° I I IE: 320.0 IE: 20.6 EASEMEN 36 O MIN. 2% 36' O MIN. 2X 36' O MIN. 2X 6" SEWER STUB I fi" SEWER STUB /
� STA 0 +15 /
�+ IE: 322.8 IE: 323.4 IE: 325.6 6" SEWER STUB 36' O MIN. 2X 36' O MIN. 2% STA MH
I >� I M °I ° ` 1 / 1 36' O MIN. 2% IE: 330.6 IE: 3 1.4 TA 1 +95 / STA 2 +15 � / 6" SEWER TUB
� _..L .._ - - _.._ _ � `..._ - - ` � _... I � � / 6" SEWER STUB / STA +
6 SEWER STUB T 2 95 26 O MIN, 2X
I I I � - -�f._ _ - � � - - - - - _ -�- _.._ - _... - , _.._ - - � - IE: 328.5 � � , " '
.,�1 °' - - - - - - I- _ , ---� -- - -- I -�+. - �..._ .� - -. 26 O MIN. 2� 26 O MIN. 2X 6 SEWER S IE: 340.5
`V ID1 I I - - -- - - --- -- - -- ____
I C I I I 5' SIDEWALK 5' SIDEWALK L - - - - - - - IE: 335.1 i IE: 336.0 / /26' O MIN. 2X
.,� .� I - I / IE. 339.9
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SECTION 41 TTOWNSHIP 23 N , RANGE �5 E., .M gg� j 15-03
I - V 02.76X -+ - �•
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n II I" SS, , �\ PRIVATE 13' ESMT i f 1j0 E T
> I I I 5 SIDEWAL �Q / ROAD EA EMENT /
III ( _ �- - - - - - - - 1 5' SIDEWALK " .- -- -- -- - -- -- -- - -
: I , ° I ~- - -- I - - - - . _ -- -� _ _ .� `~- -- - - - -- -- - - - - - - - - 26' P V LI C SEWER
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F_ PATeH PER CITY I 6 '�- " A
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. PUBLIC o I STANDARDS 1 \ IE. 323.3 \ � 26 PUBU SEWER \ a, 6 SEWER STUB \\ X26 O MIN. 2X
26 O MIN. 2X 26 O MIN. 2X EAASEMENT � + 1 26' */MIN. 2X
� o c I IE: 320.4 � I IE. ��23:8. I W ENT �
z 1, U -0 \. \ I IE. 330.4,/ \ o IE: 340.5
I I IE: 329.3 o I IE: J&8
°' I I \ I I ► rn I MIN FFE:
U •� I n 2 342.0
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I I �M E , I MIN FFE: ( �
12 333.0 17. 7.5 333.0 MIN FFE: MIN FFE: t ./ I I I
I MIN FFE: 15/
°' II 15' PRIVATE 333.0 1 1 - I \ 335.0 \ MIN FF I / I
.E I I I 333.0 DRAINAGE� 1 �`: I 338.0 / / I I I
MIN FFE,:
C J III I / EASEMENT I
/ I 3 / 350.0
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I 1 RIM 332.94 CLEAN SAN SEWER MH #6 (STD. W.H. 48-N 0<
I / 1 RIM: 334.0 j O LLJ \ CLEAN \ �I I I I STA 1 +12 SEWER MAIN
8 PVC IE 317.40 E OUT " �.. \ _ _ ( )
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$ I III 8 PVC IE 317; 9 N I �. I \ I SAN SEWS MH #5 (STD. MCI, 48-)
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> + 1 \ - I 1 I I STA 1+0 ' MIN / FFE:
I II 343.0 / D I " �
1 6 SEWE STUB 34$.0
Sanitar`J sewer I / I
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° 1 I Q c l e a n out STA 0 +96 I I 0 36 O N. 2X
`� I 13 0 --- I " - 1 IE: 3 .7
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3
STA H /
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�" SEWER STUB 6 SEWER STUB 6 SEWER STUB 2 3 MI I STA +94
' - 36' O MIN. -4% --I 13' O MIN. STA MH i 3
87 O MIN. 2R N 2x " 7 I 6 EWER STUB
IE: 326.7 IE: 326.3 6 SEWER STUB -�
IE: 327.7 / 65' O MIN. 2% STA 0 +78 i I I 36 O MIN. 2%
/ � °0 1 I IE� 338.6
IE: 327.3 6" `SEWER STUB' I
26'1 O MIN. 2% I
IE: 338.2 1 I
5 PUBLIC
! ' i I I MIN FFE. I
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23 1
350.0 MIN FFE:
/ 1 . I I X52.0
MIN FFE: MIN FFE: MIN FFE: MIN FFE: /
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a ,.-, 30. 0 1 � I _ .� ,..., / I O MIN. ZX
I III � EX SANITARY SEWER MANHOLE �� -- COMM \ � �E.338.1
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c I Ove. hang • RIM: 349.78 \ �� - p I
with tr 1sforrner i Building
U) �, MANHOLE �� X29 o COVER No - - - _ IE: 337.1 (NEW, N) S e w e r
m
will I 25" TES I IE: 337.02 (EX.. s) \ I I
12 MAX ADJUSTMENT (4 MIN.) I. STEPS TO BE 3/4 r DEFORMED BAR GALVANIZED SAFETY stub
> 1 1 1 STEPS OR EQUAL. CONTRACTOR TO CONFIRM I I I
I JI I _ CONE 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS DEPTH I I
I I 21 ARE INSTALLED. S S C O I I
RUBBER GASKETED JOINTS
3. CASTING TO BE PER DRAWING BR29. 1
IN ACCORDANCE WITH ASTM C -443 4 MANHOLE SECTIONS TO BE of REINFORCED PRECAST
I EXISTING FIRE I I I '
•
• 4" MIN. 5. ALL CONCRETE. EXISTING SHALL BE GROUTED.
^� STEPS - 3/4 " DEFORMED BAR 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR I HYDRANT T 00
11
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STEPS SHALL BE INCLUDED SURFACES. INCLUDING CHANNELING, COATED (SEALED) J J
:3 L O 1 6 -1/2" WITH A HIGH SOLIDS URETHANE COATING; •
F-+ U'O 1 - - - 7' MIN. OR APPROVED EQUAL PIPE INC.. �OR OF COATINGASHAALLL BE **TE EQUAL. �`S f WA q�C I I p W
RECOMMENDED FOR APPROVAL '
0
�~ 7. RUBBER GASKETED JOINTS SMALL BE IN CONFORMANCE �P �� �'� I
II WITH ASTM C -443. y�' �
Z 1 8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE
DIAMETER OF THE LARGEST PIPE. 20 0 10 20 40 80
° MAX. PIPE SIZE - 21" I.D. 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK G I T'Y O F R E �T'T O �T
12 (T') ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL. 'O
W E X 13 TI N F RE LADDER -STD. ALUMINUM BY: DATE: C= 0734 DER A R T M E N T OF PUBLIC WORKS
I OR GALVANIZED STEEL (v
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1 S�orVAL E•' ( IN FEET) SE"R
I III I IX PRECAST BASE SECTION
BY: DATE. �� 1 inch = 20' ft. ENGINEER: PIAN • •. OR CAST IN SHELF. EXPIRES: 3/1/2006 J ENGINEERING "NN"MZ COURT PLAT
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e' � " • ' 7 BY: DATE: 1. PER CITY REVIEW 8 -12 -05 9419 South 204th Place
� I DESIGNED: JJJ DATE: 6 /20/05 F><E NAME:
s" �"" �"'P� Ken t, WA. 98031
1 DRAWN: JJJ
o N SANITARY MANHOLE TYPICAL DETAIL DETAIL M. BR28 BY: DATE: Phone No. (253) 850 --0934 CHECKED: JJJ SCALE: I'm 20' MELD ROOK: PACE:
Z NOT TO SCALE NO. RUAWIN BY APPR. DATE FOX No. (253) 850-0155 APPROVED: wsc SHEET: 4 OF:
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RIM: 332.4
IE: 317.3 (NEW, E)
IE: 317.16 (EX., N&S)
350
345
340
335
330
325
STA 3 +84.6, 5' RT (NE 21 ST)
SAN SEWER MH #2 (STD. MH, 48 ")
RIM: 334.35
IE: 325.1 (8" PVC, S do E)
IE: 325.0 (8" PVC, W)
PVI STA 7 +00
PVI ELEV = 352.00 HIGH PT.
A. D. = 10.21 200.0' STA 7 +56.71
K = 19.59 SSD = 150' ELEV: 350.27
VERTICAL CURVE
6+00 6 + 50 7+00 7+50 8+00
PROFILE -- NE 21st ST. /GLENIIDOD AVE. NE
SCALE: HORIZ.• 1 " = 20'
0.05 FT. /FT. 2
N • �
w •
EXPANSION JOINT
0.02 FT. /FT-
t
0
CEMENT CONCRETE
SIDEWALK
NOTE: TOP OF LIP AT DRIVEWAYS.
CONCRETE VERTICAL CURB AND GUTTER
CURB DETAIL
NOT TO SCALE
RECOMMENDED FOR APPROVAL
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325
8+50
4+50 5+00 5+50
PROFILE - NE 21st ST./GLENWOOD AVE* NE
SCALE. • HORIZ.• 1 " = 20'
VER T.• 1 00 = 5'
9'- 0" 9
16" 2 7" 5#-0"
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SIDE VIEW
1. 1 REVISED PER CITY REVIEW
NO.
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PLAN VIEW
N. D. C. B. U.
CUTLER MODEL CB -15
OR EQUAL
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ENGINEER:
JAEGER ENGINEERING
8-12 -0e 9419 South 204th Place
Kent, WA. 38031
Phone No. (253) 850 -0934
By APPR. DATE Fox No. (253) 850 -0155
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6 +50
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C ITY O F RE NT O ITT
DEPARTMENT OF PUBLIC WORKS
PROFILES & DETAILS
KEN1V�' COURT
DESIGNED: JJJ DATE: 6/20/05 FILE NAME:
DRAWN: JJJ
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PA ELEV 331.26
1+00 STA 1+05-6. 5' RT.
SET OVER EXIST. 8" PVC
RIM: 332.4
IE: 317.3 (NEW, E)
IE: 317.16 (EX., N&S)
350
345
340
335
330
325
STA 3 +84.6, 5' RT (NE 21 ST)
SAN SEWER MH #2 (STD. MH, 48 ")
RIM: 334.35
IE: 325.1 (8" PVC, S do E)
IE: 325.0 (8" PVC, W)
PVI STA 7 +00
PVI ELEV = 352.00 HIGH PT.
A. D. = 10.21 200.0' STA 7 +56.71
K = 19.59 SSD = 150' ELEV: 350.27
VERTICAL CURVE
6+00 6 + 50 7+00 7+50 8+00
PROFILE -- NE 21st ST. /GLENIIDOD AVE. NE
SCALE: HORIZ.• 1 " = 20'
0.05 FT. /FT. 2
N • �
w •
EXPANSION JOINT
0.02 FT. /FT-
t
0
CEMENT CONCRETE
SIDEWALK
NOTE: TOP OF LIP AT DRIVEWAYS.
CONCRETE VERTICAL CURB AND GUTTER
CURB DETAIL
NOT TO SCALE
RECOMMENDED FOR APPROVAL
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8+50
4+50 5+00 5+50
PROFILE - NE 21st ST./GLENWOOD AVE* NE
SCALE. • HORIZ.• 1 " = 20'
VER T.• 1 00 = 5'
9'- 0" 9
16" 2 7" 5#-0"
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SIDE VIEW
1. 1 REVISED PER CITY REVIEW
NO.
RE VISION
F-ACE of WR 77CAL CuR9
PLAN VIEW
N. D. C. B. U.
CUTLER MODEL CB -15
OR EQUAL
NEIGHBORHOOD DELIVERY &
COLLECTION BOX UNIT
D.C.B.U.2 INSTALLATION
N
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FRONT VIEW
Nor To SCALE LUA 04 --1.09
ENGINEER:
JAEGER ENGINEERING
8-12 -0e 9419 South 204th Place
Kent, WA. 38031
Phone No. (253) 850 -0934
By APPR. DATE Fox No. (253) 850 -0155
FFt 103
6 +50
%32 75oa
C ITY O F RE NT O ITT
DEPARTMENT OF PUBLIC WORKS
PROFILES & DETAILS
KEN1V�' COURT
DESIGNED: JJJ DATE: 6/20/05 FILE NAME:
DRAWN: JJJ
CHECKED: JJJ SCALE: SEE DETAIL FaD 900k PAM:
APPROVED: 0! SHEET: 6 Of: 14
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1+00 STA 1+05-6. 5' RT.
SET OVER EXIST. 8" PVC
RIM: 332.4
IE: 317.3 (NEW, E)
IE: 317.16 (EX., N&S)
350
345
340
335
330
325
STA 3 +84.6, 5' RT (NE 21 ST)
SAN SEWER MH #2 (STD. MH, 48 ")
RIM: 334.35
IE: 325.1 (8" PVC, S do E)
IE: 325.0 (8" PVC, W)
PVI STA 7 +00
PVI ELEV = 352.00 HIGH PT.
A. D. = 10.21 200.0' STA 7 +56.71
K = 19.59 SSD = 150' ELEV: 350.27
VERTICAL CURVE
6+00 6 + 50 7+00 7+50 8+00
PROFILE -- NE 21st ST. /GLENIIDOD AVE. NE
SCALE: HORIZ.• 1 " = 20'
0.05 FT. /FT. 2
N • �
w •
EXPANSION JOINT
0.02 FT. /FT-
t
0
CEMENT CONCRETE
SIDEWALK
NOTE: TOP OF LIP AT DRIVEWAYS.
CONCRETE VERTICAL CURB AND GUTTER
CURB DETAIL
NOT TO SCALE
RECOMMENDED FOR APPROVAL
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VER T.• 1 00 = 5'
9'- 0" 9
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SIDE VIEW
1. 1 REVISED PER CITY REVIEW
NO.
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F-ACE of WR 77CAL CuR9
PLAN VIEW
N. D. C. B. U.
CUTLER MODEL CB -15
OR EQUAL
NEIGHBORHOOD DELIVERY &
COLLECTION BOX UNIT
D.C.B.U.2 INSTALLATION
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FRONT VIEW
Nor To SCALE LUA 04 --1.09
ENGINEER:
JAEGER ENGINEERING
8-12 -0e 9419 South 204th Place
Kent, WA. 38031
Phone No. (253) 850 -0934
By APPR. DATE Fox No. (253) 850 -0155
FFt 103
6 +50
%32 75oa
C ITY O F RE NT O ITT
DEPARTMENT OF PUBLIC WORKS
PROFILES & DETAILS
KEN1V�' COURT
DESIGNED: JJJ DATE: 6/20/05 FILE NAME:
DRAWN: JJJ
CHECKED: JJJ SCALE: SEE DETAIL FaD 900k PAM:
APPROVED: 0! SHEET: 6 Of: 14
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WATER UI!UrIY- G 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 THE APPROVED PLANS SHALL BE
KEPT ON SITE AT 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 WEEK DAYS 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, 1800- 424 -5555.
4. ALL WATER MAIN PIPE TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING
TO AWWA C110 AND C111 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT
LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST
REVISION. PIPE JOINT TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE
CLASS C. ALL DUCTILE IRON PIPE SHALL BE POLYETHYLENE WRAPPED PER
ANSI /AWWA C105 -77 STANDARDS.
5. CAST IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON
PLANS, AND IN ACCORDANCE WITH ANSI /AWWA C110/A21.10 -82. CEMENT SHALL
BE IN ACCORDANCE WITH ANSI /AWWA C104/A21.4 -85. IF FITTINGS ARE 3 INCHES
TO 12 INCHES IN DIAMETER AND HAVE A MECHANICAL JOINTS, THE FITTINGS
SHALL BE IN ACCORDANCE WITH EITHER ANSI /AWWA C110/A21.10 -82 OR
ANSI /AWWA C153/A21.53 -84. 3 INCHES TO 12 INCHES DIAMETER FITTINGS WHICH
HAVE MECHANICAL JOINTS AND/ OR FLANGES JOINTS SHALL BE IN ACCORDANCE
WITH ANSI /AWWA C110/A21.10.82 OR A COMBINATION OF ANSI /AWWA
C110/A21.10.82 AND ANSI /AWWA C153/A21.53 -84 SUCH THAT THE PORTION OF THE
FITTING WITH A 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 ANSI /AWWA C110/A21.10 -82.
ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 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.
6. GATE VALVES SHALL CONFORM TO AWWA C500 AND SHALL BE IRON BODY,
BRONZED - MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND 0 -RING
STUFFING BOX. VALVES SHALL DESIGNED FOR A MINIMUM WATER OPERATING
PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER
COMPANY NO A2380, OR M do H. ALL VALVES 12" IN DIAMETER AND LARGER
SHALL BE INSTALLED IN AS VAULT. SEE WATER STANDARD DETAIL FOR 12" GATE
VALVE .ASSEMBLY VAULT AND 1" BYPASS INSTALLATION.
7. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE)
CONFORMING TO AWWA C- 504 -80 WITH A 6 INCH INLET AND A M.V.O. OF 5 INCHES,
TWO 2-1/2 INCH 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).
1
8. ALL WATER MAIN 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF
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
OCCUR, WATER MAINS ARE TO BE LOWERED TO CLEAR.
9. ALL WATER MAINS SIX (6 ) INCHES IN DIAMETER OR LARGER SHALL 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 OF THE "PIG"
ONLY. "PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END.
THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION.
10. 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.
11. ALL WATER MAINS 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 IN 1 ABOVE.
12. 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 INFORMATION SHEET MUST BE
SUPPLIED TO THE UTILITY ENGINEER'S OFFICE. TWENTY -FOUR HOUR NOTICE
WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION.
13. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY
PERMITS PRIOR TO STARTING CONSTRUCTION.
14. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS
SHALL NOT DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS,
CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE
CITY OF RENTON.
15. ALL CONNECTION TO EXISTING 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 THE WATER UTILITY SECTION. ALL
NECESSARY EXCAVATION AND MATERIALS TO BE SUPPLIED BY THE
CONTRACTOR AND BE ON -SITE PRIOR TO CITY NOTIFICATIONS.
16. 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. THE
CONTRACTOR AS WELL AS THE ENGINEERS SHALL KEEP AS -BUILT DRAWINGS.
17. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR
TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE -IN.
18. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE
MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OHIO
OR EQUAL APPROVED IN WRITING BY THE WATER UTILITY SECTION.
WAIM UTlUTY`fj04EltdkL NOM CONM.
19. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM
DEPTH OF TWO INCHES. OIL MAT STREETS MAYBE SPADE CUT. ALL SURFACE
CONCRETE, PAVEMENT, SIDEWALKS, CURBS, GUTTERS, AND DRIVEWAY
APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO INCHES OR
REMOVED TO AN EXISTING EXPANSION JOINT.
20. 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 APPROVAL OF THE INSPECTOR.
21. FOR CITY PROJECTS SUCH 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 SCHEDULE 80 PVC PIPE.
&ANffMY SEWFR NOM AND SPFAMCATIONS
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND
SPECIFICATIONS OF THE CITY OF RENTON AND THE LATEST EDITION OF THE
WSDOT /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 THE CITY OF RENTON STANDARD SPECIFICATIONS.
4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT
SHALL BE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT
LOCATION SO AS TOT AVOID DAMAGE OR DISTURBANCE.
5. A PREPCONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE
REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE
CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO
STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY
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, METHOD 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 THE 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 OF
THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A
LICENSED ENGINEER OR LICENSED PROFESSIONAL SURVEYOR.
11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS
WITH LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES,
THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY.
THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH
SIDE OF THE PIPE OR TOT HE SIDE OF THE TRENCH. MATERIALS TO COMPLETE
THE FILL OVER 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
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 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'%LMftL'60' 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 BRIDGES
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, MANHOLES TO EXTEND MINIMUM 6 INCHES ABOVE
FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO
MATCH PAVING.
15 o w ^Sh, C�
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20734 l�
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EXPIRES. 3 1 2 %
ROLL200
SIDE SEINER AND BUILDING SEWER
PROPERTY LINE WATER MAIN
.�.. . . ..� . . r" . • am�
p omo. 2" CLOSE NIPPLE
6" BUILDING SEWER PIPE I FUTURE
BUILDING SEWER
. 2 "x 4" STUD SERVIC MARKER PAINT UPPER 2` 90' ELBOW ' . •`
I TEE WITH 6 SIDE OUTLET PORTION WHITE ANS TENCIL ON SIDE • •� '
WORDING "SEWER" WITH 3" HIGH BLACK LETTERS.
AND /a WIRE WRAPPED AROUND THE STUD AND CONCRETE BLOCKING
E APPROVED EXTENDED TO THE TOP OF THE STUD.
UNLESS OTHERWISE BY THE CITY, MAKE TAP THROUGH CAS f TWO PIECE CAST IRON VALVE
IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS EQUAL TO OLYMPIC FOUNDRY CO.
WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. STANDARDS" TOP SECTION, WITH
VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE. D1 PIPE AND Cl REGULAR BASE SECTION LENGTH
PIPE SEWER MAINS ARE TO BE CORE DRILLED TO FIT.
60" ALLOWABLE MAX.
FOR CAST IRON PIPE 2 GATE VALVE, SCREWED
OR DUCTILE IRON PIPE.
2" GALVANIZED
1:3:5 MIX �h �.IN�CNG PIPE 12" LONG
CONCRETE -I!
BLOCKING �� ��5' �,N O�-� 2" CLOSE NIPPLE
!1►�r1 �,�,'�• QE.'�' BETWEEN CAP OR PLUG
GAG _21 MIN SLOPE AND 2' 90' ELBOW
HORIZONTAL INSTALL 4 MIL POLYETHYLENE --
6" SIDE OUTLET TEE PLASTIC COVER OVER WASHED
., SEWER MAIN GRAVEL. CUT HOLE FOR PIPE
6 MIN. SEWER MAIN
CONCRETE BLOCKING ANGLE TYPICAL SIDE SEWER ELEVATION
OF TEE AT MAIN OVER 2
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.
1
6
1
LEVEL ALL GROUND
MIN 3' RADIUS
5" STORTZ
ZA Orel 0 P1914 1
LEVEL ALL GROUND
MIN 3' RADIU
ONE MAN ROCK -
1
6
�•'IF ADDITIONAL ADJUSTMENT IS
REQUIRED, INSTALL 2 -2" CLOSE
NIPPLE AND 2 -2" 90' BEND, SCREWED
AT THIS POINT. /- FIELD LOCATE
CONCRETE METER BOX
r 2' CLOSE NIPPLE
2' 90' ELBOW
h2' GALVANIZED PIPE AS REQUIRED
VALVE NUT EXTENSION AS REQUIRED CONCRETE SIDEWALK
(SEE DWG OR46 / PAGE 8090)
GROUND LIN
6` MAX.
•.
•- ' ' .• 2 -1 /2"
LAST (HOSE)
10 CU. FT, WASHED GRAVEL PASSING
1-1/20 AND RETAINED ON 1/4" MESH
FOR DRAIN
12 'x 22' CONCRETE METER
BOX WITH 3/16" STEEL DIAMOND PLATE
COVER EQUAL TO FOG TITE METER
SEAL CO. 8--10 METER 80X.
(
DRILL 1- 3 /4A DAj. HOLE
SEE 6' MIN
FINISH GRADE 9" 'MAX
• :'.:; � ; ;� � +:.� �;R 21 ` MIN
COVER
36" MIN COVER
2-1/2'
NEW DUCTILE IRON ' L LOOP DOWN TO CENTERLINE
WATERMAIN OF WATER MAIN TO PROVIDE
SLACK IN COPPER SERVICE
LINE TO METER.
CORPORATION STOP. FORD TAPERED
T No MAX. a•� sG o o
18 MAX. .•"''O8 •.
I a oo'p4 da
BLOW -OFF HYDRANT EQUAL TO
/78 KUPFERLE FOUNDRY CO.
2 "x2 "x2" TEE
2" CLOSE NIPPLE BEWTEEN
TEE AND 90' ELBOW.
2" 90' ELBOW
2" GALVANIZED PIPE
18" LONG
2" CAP WITH 1/8-
TAP FOR DRAIN
� A
j IN UNIMPROVED RIGHT OF WAY j
INSTALL METER BOX AT
PROPERTY LINE. t
� I
j I
SIDEWALK
now
TOUCHREAD
WATER METER TO BE 12" MIN
SUPPLIED BY THE CITY
_
TYPE "K" SOFT 36" MIN CO
COPPER TUBING
FORD COPPERSETTER
VH 72- ISW- 44 -33C (FOR 5/8" x 3/4" METER)
VH 72- 15W- 44 -44C (FOR 1 METER)
BOTH INLET AND OUTLET WITH PACK JOINT WITH GRIPPER.
PADLOCK WINGS ON KEY VALVE SINGLE CHECK VALVE
ON OUTLET. 3/4" OR 1"
ALL PACK -JOINT FITTINGS SHALL BE WITH GRIPPER. GALVANIZED PLUG
CUT FILL THREAD (CC). PACK JOINT 3/4' F1000) IF SERVICE LINE TJ HOUSE IS TO 8E
(I F1000) INSTALLED IN THE FUTURE INSTALL
FORD C14 -33 OR 44
FIDT x COMPRESSION COUPLING
HYDRANT LOCAMN N_ CUT OR FILL 22 -1/2'
A-A DRILL 1 --3/4" DIA. HOLE FOR
oe NOTE. TOUCHREAD DEVICE
FIRE HYDRANT SHALL BE COREY -TYPE EQUAL TO IOWA F -5110 THE CENTER OF THE HOLE
FOR SERVICE FROM MUST BE AT LEAST 1" II
OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M do H 929 EXISTING STEEL FROM UNDERNEATH RIBS �� _ _ _ _ 2-1/2- MIN. FROM NEAREST
AND MUELLER SUPER CENTURION 200 WITH 6" MECHANICAL JOINT ASBESTOS CEMENT OR UNLESS THE Rib SPACING - AND FRONT EDGE OF PIT LID
5 -1/4" MAIN VALVE OPENING. TWO 2 -1/2" HOSE CONNECTIONS EXISTING CAST IRON PVC WATER MAINS ALLOWS THE NUT TO II t it
NATIONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF OR DUCTILE IRON INSTALL DOUBLE STRAP TIGHTEN AGAINST THE OPEN
WATERMAIN SERVICE CLAMP SIDE OF MORE THAN TYPICAL RIB
SEATTLE THREADS WITH A STORTZ ADAPTOR, 4 » SEATTLE THREAD 3/4" do In WATER SERVICE
X 5" STORTZ, ATTACHED WITH 1/8" STAINLESS STEEL CABLE. EQUAL TO MUELLER CO. ONE RIB. ADOPTED
•
1 -1/4 PENTAGON OPERATING NUT. FIRE HYDRANT TO BE � L►C�] 4 crnr or p4w"H
PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE p -I� � nMM� PUNS
PAINT No. 43 -655 SAFETY YELLOW OR APPROVED EQUAL. N LIT oATS: 6/02
PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY
FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED.
18" TO 20" BEHIND BACK OF CURB Y4 WATER ___VEE
OR 12" BEHIND BACK OF SIDEWALK
THAT IS ADJACENT TO CURB DUAM M• W44
TWO -PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER.
EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION WITH
REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT EXTENSION
MAX 4" AS REQUIRED (SEE DWG BR46 / PAGE B090).
MIN 2 "1 RAISED PAVEMENT MARKER TYPE 88 AB
STIMSONI TE TWO-WAY BLUE. 8Y.'
2' M N /- CONCRETE BLOCKING BY:
CONCRETE BLOCKING
Ila
\�6- CAST IRON TEE. WITH 6" FLANGE SIDE OUTLET.
GATE VALVE (FL X MJ) AWWA C -509. RESILIENT SEAT
\\-6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED. LENGTH TO FIT TWO 3/4"
STEEL TIE RODS. SEE STD DETAIL FOR TIE RODS.
16" x 8" x 4" MINIMUM r I /
CONCRETE BL
UNDER HYDRANTK 1/3 CU. YD. WASHED DRAIN ROCK (3" TO 3/8 ") L V A 04-119
ffll][)illLvff -&-m-EwK, L)LqAJL ENGINEER: '
JAEGER EN G/NEERl N G DE )& Mo
9419 South 204th Place
Ken t, WA. 98031
Phone No. (253) 850-0934
NO. REVISION BY APPR.
DATE FOX ND. (253) 850 -0155
NO. RE\ASION BY APPR.1
FR 104
M
RECOMMENDED FOR APPROVAL
DATE:
DA TE:
DATE:
DA TE.'
CITY OF RENTON'
DEPARTMENT OF PUBLIC WORKS
WATER & SEWER DETAILS
IffNN"" CO URT
DESIGNED: JJJ DATE: 6/20/05 FILE NAME:
DRAWN: JJJ
CHECKED: JJJ SCALE: NONE PAW:
APPROVED: SNEE T: 8 OF: or P%Mi ON to
e"a 4z- 3 rpso# s • 3 2 �so�
i
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SCANNED OCT 2 8 2[105
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33 A PORTION of the S.E. 1/4,
Northwest corner of Section 4. SECTION 4
4 Towns- ,Zils -23�h- Range --5 - - , TOWNSHIP 23 N., RANGE 5 E., W.M.
east of the Willamette Meridian.
;a
=
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EX SAN SEWER MANHOLE
RI14 328.32 Calculated per Plat of Honey -
(0 Creek Ritlge. Division N0. 1.
e" PVC IE 315.71 5 As recorded in Volume 173
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I i - u° I� "a+t' e 11 0Sewer stub DEPARTMENT OF PUBLIC WORKS
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LL1 e" CONC IE 335.10 SW COMPOSITE T n i
.' - RIM 347.79 ENGINEER: SITE Pl4E1N
- B" PVC IE
s
EX SANITARY SE ER MANHOLE
- 334.68 N
-Extruded curb 1 -. 8." PVC ?E 334.58 W JAEGER ENGINEERING KENNYDALE COURT PLAT
-
' e 1. REVISED PER CITY EVI W 8 -12 -05 9419 South 204th Place DESIGNED: JJJ
_ DATE: 6/20/05 FILE NAME:
® ^
N E 20th ST.
RIM 337.72 5
8" PVC IE 325.27 S
4 WV 111 `.�- = - P wer Ale Kent, WA. 98031
- l DRAWN: JJJ
e" PVC IE 325.26 E
8.. PVC IE 325.25 N
Flow line of
9 thickened edge i Phone No. (253) 850 -0934 CHECKED: JJJ SCALE: , " =30' EIELO BOON: PAGE:
Ci
Z
3 Wat II¢
- - - NO. REVISION BY APPR. DATE FOX No. (253) 850 -0155 APPROVED: SHEET: 2 OF: 14
cd 1 -m- 31750E S• 32760/ 6✓- 82750 /
SCANNED OCT 2 8 2[105
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I
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c�
II4 �I NOTE'
? ` �� ALL TRENCH REI TORATION SHALL E PER THE CURET CITY
I
I I II I STA 1+05.6, 5' RT. OF RENTON TRENCH RESTORATION AND STREET OVERLAY l 10
'
I \ I
RIM: 332.ik-S E . I MIN FFE:
�IIII oI SET OVER EXIST. 8" PVC ' I DETAIL. I \ / MIN FFE: / / MIN FFE: /
C
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p 341.0 344.0
IE: 3'F9L-3 (NEW, E)3P 22�S EE� C /j 6 334.0
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'
zI 333.0 333.0. 333.0 MIN FFE pp MIN FFE: RIM: 351 oS
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I II DEPTH PRIOR TO CONNECTION) SAN SEWER MH #2 (STD: MH,148
333.0 335.0 336.0 339.0 MIN FFE:
_j I STA 0 +74 STA 0 +94 ) ` RIM: 3 Y4 (8.3¢ I IE: 349$ �8" PVC, W)
L I 6" SEWER STUB STA STA STA IE: -} (8" PVC, S & I ' 348.0
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WEER WEER EWER
I 36' ®MIN. 2% 36' MIN. 2 %� EASEMEN 36' ®MIN. 2 %' / 6" SEWER STUB I 6" SEWER STUB
I I IE: 320.0 IE: 20. 36' ® MIN. 2% 36' 0 MIN. 2% STA O +15 / STA MH
I x IE: 322.8 IE: 323.4 IE: 325.6 6° SEWER STUB 36' 0 MIN. 2% 36' ® MIN. 2%
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- - - - - IE: 328.5 /- 6 B /
26' ®MINX 2% 26' ® {N. 2% SEWERS IE: 340.5
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25 CONTRACTOR TO CONFIRM I I I I Stub
m
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' 12" MAX ADJUSTMENT (4 MIN.) 1. STEPS OR BE 3/L. 0 DEFORMED BAR GALVANIZED SAFETY I
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_j 21 ARE INSTALLED:
_
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a'Y RU BBER- GASKETEO JOINTS 4.- MANHOLE SECTIONS TO BE OF REINFORCED PRECAST I II I
ll IN ACCORDANCE WITH ASTM C -443 CONCRETE EXISTING FIRE s9 11
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4" MIN. 5. ALL JOINTS SHALL BE GROUTED AS -BUILT HYDRANT Ia9 rb
STEPS 3/4" DEFORMED BAR 6. SANITARY SEWER MANHOLES SHALL HAVE ALL .INTERIOR
STEPS SHALL BE INCLUDED SURFACES INCLUDING CHANNELING COATED (SEALED) pp= ® C E I L: RN' �/y� A . f p
L O 6 -1/2" CONCRETE RISER BY PIPE INC., WASSERHMC- CONSEAL OR APPROVED EQUAL: J JqF rvR 1 I�A�✓ SV1�`1 "16�D, �ILaM.R� RMANE COATING,
^S
GF , 4 AS=c . Tlz) /010
7' MIN. OR APPROVED EQUAL COLOR GASKETING SHALL BE WHITE ,P AF, HNC F
48" 7. WITBHBEBTGMASCK JOINTS SHALL BE IN CONFORMANCE RECOMMENDED FOR APPROVAL yP. ro
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CHANNEL HEIGHT SHALL BE
-. ,� 20 0 10 20 40 80
II a DIAMETER OF THE LARGEST PIPEINIMUM OF 3/4 THE INSIDE m C I TY O F' Ft E N T O N
III MAX. PIPE SIZE - 21" I.D. 9• CONNECTIONS TO MANHCLE SHALL BE MADE USING GPK -
12" (TYP) ADAPTOR, KOR -N -SEAL BGOTS OR APPROVED EQUAL J� - -- __. _. DEPARTMENT OF PUBLIC WORKS
I D
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HYqRAN
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FRE II
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I CONCRETE SHELF `S /RNAL Ea -. ( IN FEET) SEWER P1JE12Y
III BY: DATE: , inch = 20 ft. ENGINEER:
°w�u�l m�
PRECAST BASE SECTION JAEGER ENGINEERING KENNYDALE COURT PLAT
III OR CAST IN SHELF. EXPIRES. 3 1 2006
III 6" MIN I. BY: DATE: 1. PER CITY REVIEW 8 -12 -05 9419 South 204th Place DESIGNED: JJJ DATE: 6/20/05 FILE NAME
III 6 MIN (TYP) SAWARY NL4NHD E TYPICAL DETAIL. - Kent, WA. 98031 DRAWN: JJJ
Phone No. (253) 850 -0934 CHECKED: JJJ SCALE: 1-=20' FIELD BOOK: PAGE:
III � '' NO. BY: DATE:
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SANITARY MANHOLE TYPICAL DETAIL
APPROVED: SHEET: OF; 4_
NOT TO SCALE NO. REVISION BY APPR. DATE Fax NO. (253) 850-0155 4- 1
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RECOMMENDED FOR APP�i6VAL COLLECTION BOX UNIT FRONT VIEW
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DEPARTMENT 3 of R BLNTON
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PROFILES Of. DETAILS
CONCRETE VERTICAL CURB AND GUTTER
y BY.' � �OT"Va DA T €' _�
ENGINEER:
JAEGER ENGINEERING
KENNYDALE COURT
CURB DETAIL
NOT TO SCALE
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EXPIRES: 3 1 2006 BY.• DATE. ,
1. REVISED PER CITY REVIEW 8 -12 -05 9419 south 204th Place
� Ken t, WA. 98031
Phone No. (253) 850 -0934
NO. REVISION BY APPR. DATE � Fox No. (253) 850 -0155
DESIGNED: JJJ DAiE: 6 120 1D1 FILE NAME:
DRAWN: JJJ
CHECKED: JJJ SCALE: SEE DETAIL FlDD BCq: PACE
APPROVED: SHEET: OF:
6 1
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SCANNED fIfMT 2 R 2005
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OWNED JLW22 Aa'w32-r*)o9
OCT U07 '02,754
SCANNED f a v 20-011; ca . a✓- 3Z75o�:' S _ 32�.3oN
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I
WATER ! } ]TY- GRORFRA1 NOTES
WATER UTILITY - GENERAL NOTES C•ONT7D. B" SIDE SEWER AND BUILDING SEWER
IS
WATER MAIN ADDITIONAL ADJUSTMENT
PROPERTY LINE
O
REQUIRED, INSTALL 2 -2" CLOSE
R
NIPPLE AND 2 -2" 90' BEND, SCREWED
-
OC)
1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND
UTILITY DEPARTMENT AND THE
19. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM
DEPTH OF TWO INCHES. OIL MAT STREETS MAYBE SPADE CUT. ALL SURFACE 6' -0" AT THIS POINT. FIELD LOCATE
SPECIFICATIONS OF THE CITY OF RENTON
LATEST EDITION OF THE WSDOT STANDARDS AND SPECIFICATIONS, AS
"ol FUTURE 2" CLOSE NIPPLE - CONCRETE METER BOX
CONCRETE, PAVEMENT, SIDEWALKS, CURBS, GUTTERS, AND DRIVEWAY
/APWA
APPROVED BY THE CITY OF RENTON. A SET OF THE APPROVED PLANS SHALL BE
6" BUILDING SEWER PIPE BUILDING SEWER
APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO INCHES OR - _ _ _ _ _ 2" CLOSE NIPPLE
i
E4
KEPT ON SITE AT TIMES DURING CONSTRUCTION.
REMOVED TO AN EXISTING EXPANSION JOINT.
2" 90' ELBOW
"x
2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 8:30
a" STUD SERVICE MARKER PAINT UPPER 2" 90' ELBOW
•z 2' GALVANIZED PIPE AS REQUIRED
20. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF ,�„'•' 2
TEE WITH 6" SIDE OUTLET a PORTION WHITE ANS STENCIL ON SIDE
pl
AM TO 3:30 PM ON WEEK DAYS UNLESS OTHERWISE APPROVED IN WRITING BY
INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE PLACED, TO WORDING "SEWER" WITH 3" HIGH BLACK LETTERS. LAN
CONCRETE BLOCKING J P
�I1�j�
•K
THE TRANSPORTATION DIVISION AT 277 -6222. ALL STREET CLOSURES, PARTIAL
OR FULL, SHALL BE APPROVED BY THE TRANSPORTATION DMSION AT 277 -6222 24
CITY OF RENTON POLICY, WITHIN TEN DAYS. CALL FOR SUBGRADE INSPECTION AND #6 WIRE WRAPPED AROUND THE STUD AND
EXTENDED TO THE-TOP OF THE STUD.
PRIOR TO PLACEMENT OF FINAL PATCH. TRENCHES WILL NOT BE LEFT OPEN VALVE NUT EXTENSION AS REQUIRED CONCRETE SIDEWALK
NLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH cpsr (SEE Dwc BR46 /PAGE Boso)
HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911
OVER NIGHT WITHOUT PRIOR WRITTEN APPROVAL OF THE INSPECTOR. TWO PIECE CAST IRON VALVE
RON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS EQUAL TO OLYMPIC FOUNDRY CO. GROUND DN
na
,
SHALL BE NOTIFIED 24 HOURS IN ADVANCE.
WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. STANDARD 8" TOP SECTION, W! --I 6" MAX. I--
21. FOR CITY PROJECTS SUCH TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE
6
.
� A
ALL OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT
REGULAR BASE SECTION LENGTH I I
SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80- UNDER IMPROVED VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND Cl TO FIT.
v
O °�
3. LOCATIONS
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND
AREAS. ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE. PIPE SEWER MAWS ARE To BE CORE DRILLED
CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY
fio" ALLOWABLE MAX- 2 -1/2" NST (HOSE)
2
FOR CAST IRON PIPE " GATE VALVE, SCREWED
W
LOCATE CALL 48 -HOURS LOCATORS, 1800- 424 -5555.
4. ALL WATER MAIN PIPE TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING
TO AWWA C110 AND C111 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT
OR DUCTILE IRON PIPE. BLOW -OFF HYDRANT EQUAL TO
,1 2" GALVANIZED x/78 KUPFERLE FOUNDRY CO.
CONC MIX r e2 / xG PIPE 12" LONG
oG'� 2" CLOSE NIPPLE 2"x2'x2" TEE
7
W
a.w+1
LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST
REVISION. PIPE JOINT TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE
B�ocKlrEic �} 25 ptJ'9 CLOSE NIPPLE BEWTEEN
M,A� Mpx01LF'�- BETWEEN CAP oR PLUG TEE AND 90' ELBOW.
cQN _ 2R MIN SLOPE AND z" 90' ELBOW
-y
CLASS C. ALL DUCTILE IRON PIPE SHALL BE POLYETHYLENE WRAPPED PER
.... _
HORIZONTAL INSTALL 4 MIL POLYETHYLENE 2" 90' ELBOW
ANSI /AWWA 0105 -77 STANDARDS.
c�,�7�7i v SEWER 7�i +r
&VgffARl SEA ER NOTES AND SPBAMCAT1ONS 6" SIDE OUTLET TEE J PLASTIC COVER OVER WASHED 2" GALVANIZED PIPE
t/� /y
A ^i
SEWER MAIN L GRAVEL. CUT HOLE FOR PIPE o0 18' LONG
6" MIN. SEWER MAIN 8
W
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS. AND
CONCRETE BLOCKING ANGLE 18" MAX. b
O
CEMENT PRESSURE RATED AS NOTED ON
SPECIFICATIONS OF THE CITY OF RENTON AND THE LATEST EDITION OF THE TY?ICAL SIDE SEWER' ELEVATION o
"6( P
5. CAST IRON FITTINGS SHALL BE LINED,
PLANS, AND IN ACCORDANCE WITH ANSI /AWWA C110/A21.10 -82. CEMENT SHALL
WSDOT /APWA STANDARDS AND SPECIFICATIONS. - OF TEE AT MAIN OVER 25�
2" CAP WITH 1/8"
BE IN ACCORDANCE WITH ANSI AWWA C104/A21.4 -85. IF FITTINGS ARE 3 INCHES
2. THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE LIMITED TO 8:30 1a CU. FT. WASHED GRAVEL PASSING TAP FOR DRAIN
A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY NOTE:
MESH
w
TO 12 INCHES IN DIAMETER AND HAVE A MECHANICAL JOINTS, THE FITTINGS
SHALL, BE IN ACCORDANCE WITH EITHER ANSI /AWWA C110/A21.10 -82 OR
UNLESS OTHERMSE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' CODER AT PROPERTY 1 -1/2" AND RETAINED ON 1/4"
THE TRANSPORTATION DIVISION- AT 277 -6222. ALL STREET CLOSURES, PARTIAL LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. FOR DRAIN ELEVATION
ANSI /AWWA C153/A21.53 -84. 3 INCHES TO 12 INCHES DIAMETER FITTINGS WHICH
OR FULL, SHALL BE APPROVED. BY THE TRANSPORTATION DIVISION 24 HOURS IN
HAVE MECHANICAL JOINTS AND/ OR FLANGES JOINTS SHALL BE IN ACCORDANCE
ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911. SHALL BE
WITH ANSI /AWWA C110/A21.10.82 OR A COMBINATION OF ANSI /AWWA
NOTIFIED 24 HOURS IN ADVANCE.
C110/A21.10.82 AND ANSI /AWWA C153/A21.53 -84 SUCH THAT THE PORTION OF THE
3 ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD STANDARD SINE SEINER EAU .ATTON PERMANENT L BLOW-OFF Li
v
FITTING WITH A MECHANICAL PORTION OF THE FITTING WITH FLANGED
SPECIFICATIONS FOR PRICK WORKS CONSTRUCTION". 718fA NO BR39 D2♦
JJJ:.AI+■� . 1� 1_iJ7
?
® /0/� °
V
JOINT(S) SHALL BE IN ACCORDANCE WITH ANSI /AWWA C110/A21.10 -82.
ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION OF ANSI /AWWA
ASSOCIATION, LATEST
WASHINGTON STATE CHAPTER. AMERICAN PUBLIC WORKS ASSOCIATION, LATEST
CHAPTER D�'A� No BiiL.�'l
EDITION (APWA) AND THE CITY OF RENTON .STANDARD SPECIFICATIONS.
L 0
C153/A21.53 -84 OR WITH SECTION 10 -4.3 OF ANSI /AWWA C110/A21.10 -82 SHALL BE
4_ ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE: AND IT
OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER.
SHALL BE CONTRACTORS RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT
I - 2
LOCATION SO AS TOT AVOID. DAMAGE OR DISTURBANCE.
E I f7i
I..�
6. GATE VALVES SHALL CONFORM TO AWWA C500 AND SHALL BE IRON BODY,
BRONZED - MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND O -RING
5. A PREPCONSTRUCTION CONFERENCE AND .A 24 HOUR NOTICE SHALL BE
STUFFING BOX. VALVES SHALL DESIGNED FOR A MINIMUM WATER OPERATING
REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE
U,y
w
PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER
CONTRACTOR'S RESPONSIBILITY TO SECURE. ALL NECESSARY PERMITS PRIOR. TO
COMPANY NO A2380, OR M & H. ALL VALVES 12" IN DIAMETER AND LARGER
STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY
m
SHALL BE INSTALLED IN AS VAULT. SEE WATER STANDARD DETAIL FOR 12" GATE.
REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S 12'x.22" CONCRETE METER ! -
1=
VALVE ,ASSEMBLY VAULT AND 1" BYPASS INSTALLATION.
RESPONSIBILITY TO NOTIFY THE CITY INSPECTOR 24 HOURS IN ADVANCE OF - BOX WITH 3/16" STEEL DIAMOND PLATE I IN UNIMPROVED RIGHT OF WAY j
BACKFILLING ALL CONSTRUCTION. COVER. EQUAL TO FOG TITE METER METER BOX AT
7. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE)
_
SEAL CO. 8 -10 METER BOX. �I PROPERTY LINE.
- DRILL 1 -3/4" DIA. HOLE I I
a
CONFORMING TO AWWA C- 504 -80 WITH A 6 INCH INLET AND A M.V.O. OF 5 INCHES,
6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHOD AND EE DETAIL A -A):
EI g1
TWO 2 -1 /2 INCH HOSE NOZZLES WITH NATIONAL STANDARD 7 INCH, 60 DEGREES
SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS s' MIN SIDEWALK
9" WAX
s
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).
ON THE CONSTRUCTION SITE. FINISH GRADE ;..
7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE LEVEL ALL GROUND L TOUCHREAD
j3 .T
e
8. ALL WATER MAIN 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF
36" BELOW FINISH GRADE. ALL WATER MAIN 12 INCHES AND LARGER SHALL BE
�; .K -.
- AND ANY OTHER .RELATED PERMITS PRIOR TO ANY CONSTRUCTION. MIN 3' RADIUS :, 2c' MI WATER METER TO BE CITY MIN
SUPPLIED BY THE CI 36" MIN COVE
LEVEL ALL GROUND 36' MIN' COVER
8. PLANS APPROVED BY THE CITY OF RENTON,. DEVELOPMENT SERVICES DIVISION, - rYPE "K' sour
2
°p
AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS
OCCUR, WATER MAINS ARE TO BE LOWERED TO CLEAR.
MIN 3' RADIU
SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 5" STORrz COPPER TUBING
2 -1/2'
9. ALL WATER MAINS SIX (6 ) INCHES IN DIAMETER OR LARGER SHALL CLEANED
"POLY
9. A COPY OF THE THESE APPROVED PLANS MUST BE ON THE JOB. SITE WHENEVER O6 1 - ORD /
72-15W-44-33G
IN 1(METER)4" METER)
WITH PIPE CLEANING "PIGS PRIOR TO DISINFECTION. THE PIGS" SHALL BE
GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL, 2 LB /CU. FT. DENSITY
CONSTRUCTION IS PROGRESS. • VVIIII - (FOR
• OF WATER MAIN TO PROVIDE PADLOCK WINGS ON KEY VALVE SINGLE CHECK VAL
ONE MAN ROCK NEW DUCTILE IRON LOOP DOWN TO CENTERLINE BOTH INLET AND OUTLET WITH PACK JOINT WITH GR71z
FOAM WITH 90A DUROMETER URETHANE RUBBER COATING ON THE OF THE "PIG"
10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT OF WATERMAIN
1 SLACK IN COPPER SERVICE ON OUTLET. - OR V
ONLY. � "PIGS "' SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END.
THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A 6 UNE TO METER. ALL PACK -JOINT FITTINGS SHALL BE WITH GRIPPER. ANIZED PLUG
R
THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION.
LICENSED ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. CORPORATION STOP. FORD TAPERED IF, SERVICE LINE TO HOUSE IS TO BE
II
�^
@
a
FILL THREAD (CC). PACK JOINT (3/4" F1000) INSTALLED IN THE FUTURE INSTALL
CUT (1 F1000)
11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS FORD C14 -33 OR 44
ROT x COMPRESSION COUPLING
10. 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
WITH LOOSE AVERAGE DEPTH OF 6 INCHES,' MAXIMUM DEPTH OF 8 INCHES,
THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY ... HYDRANT LOCATION IN CUT OR FILL 22 -1/2 A -A
SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH
THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH _ DRILL I -3/4' DIA. HOLE FOR
- NOTE: TOUCHREAD DEVICE
DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A
REPRESENTATIVE OF THE CITY OF RENTON.
SIDE OF THE PIPE OR TOT HE SIDE OF THE TRENCH. MATERIALS TO COMPLETE
THE CENTER OF THE HOLE II
THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. FIRE HYDRANT SHALL BE COREY -TYPE EQUAL TO IOWA F -5110 MUST BE AT LEAST 1" II
FOR SERVICE FROM 2-1/2' MIN. FROM NEAREST
OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929 FROM UNDERNEATH RIBS
AND MUELLER SUPER CENTURION 200 WITH 6" MECHANICAL JOINT EXISTING STEEL �� - -- - AND FRONT EDGE OF PIT LID
OR UNLESS THE RIB SPACING
11. ALL WATER MAINS AND SERV CES SHALL BE DISINFECTED BY THE INJECT ON OF
12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED PVC WATER MAINS +
EXISTING CAST IRON PVC WATER MAINS ALLOWS THE NUT TO
A 50 PPM (MINIMUM CONCENTRATION) CHLORINE /WATER SOLUTION. DRY
ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY 5 -1 4' MAIN VALVE OPENING. TWO 2 -1 /2" HOSE CONNECTIONS
P OR DUCTILE IRON INSTALL DOUBLE STRAP TIGHTEN AGAINST THE OPEN �- 3/4" & 1" WATER SERVICE
NA ONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF
CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE
COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH WpTERMAIN SERVICE CLAMP SIDE OF MORE THAN TYPICAL RIB
SEATTLE THREADS WITH A STORTZ ADAPTOR, 4" SEATTLE THREAD TO MUELLER CO. ONE RIB. ADOPTED
SHALL BE METERED /INJECTED IN ACCORDANCE WITH SECTION 7- 11.3(12)E OR 7-
SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED EQUAL
5" ATTACHED WITH 1 /8' STAINLESS STEEL CABLE. ci cm or mmou
11.3(12) F OF THE STANDARD SPECIFICATIONS REFERENCED IN 1 ABOVE.
IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX i -1 /a' PENTAGON oPERanrc NUT. FIRE HYDRANT To BE
1 ENT
PAINTED PATH TWO OF PAINT. PRESERVATIVE moD PO
COATS
- PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL PER CITY OF RENTON - UT DA d7o2
- PAINTNo. 43 -655 SAFETY YELLOW OR APPROVED EQUAL. -
12. A PRECONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION.
CURRENT STANDARDS. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY.
°
A MINIMUM OF 10(TEN) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING.
FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED. w
Y WATM SERVICE
PRIOR TO SCHEDULING THE PRECON, A PERMIT INFORMATION SHEET MUST RE
TO THE UTILITY ENGINEER'S OFFICE. TWENTY -FOUR HOUR NOTICE
13, DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S. 18" To 20" BEHIND BACK OF CURB
OR 12" BEHIND BACK OF'SIDEWALK
ALL DISTURBED AREAS SHALL. BE SEEDED 'ANDI1tLYPOL' OTHERWISE THAT Is ADJACENT TO CURB DETAII. BR41
aSUPPLIED
a
.WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION.
14. 1\O.
STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION -
13. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY. --
OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. EQUAL TOE OLYMPIC DFOUNDRY CO.XSTA STANDARD 8 OP SECTION WITH RECOMMENDED FOR APPROVAL
w
PERMITS PRIOR TO STARTING CONSTRUCTION.
REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT EXTENSION
15. ALL. PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED ® AS REQUIRED (SEE DWG BR46 / PAGE 8090).
°
14. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS
FOUNDATION IN ACCORDANCE WITH SECTION 7 02.3(1) OF THE CURRENT STATE MIN 2" RAISED PAVEMENT MARKER TYPE 88 AS
SHALL NOT DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS,
OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGES STIMSONITE TWO -WAY BLUE. BY.' DATE:
CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE
CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH
co
CITY OF RENTON.
BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT
AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO 42" MIN CONCRETE BLOCKING BY.' DATE:
15. ALL CONNECTION TO EXISTING MAINS TO BE ACCOMPLISHED BY THE CITY OF
THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY BURY
RENTON, EXCEPT WET TAPS WHICH MAY BE MADE BY APPROVED WET TAP
DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND CONCRETE BLOCKING
CONTRACTORS WITH PRIOR APPROVAL FROM THE WATER UTILITY SECTION. ALL
BELOW. THE PIPE. BY. DATE:
I 0
NECESSARY EXCAVATION AND MATERIALS TO BE SUPPLIED BY THE
CONTRACTOR AND BE ON -SITE PRIOR TO CITY NOTIFICATIONS.
(PVC)
16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE PVC RUBBER
GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. cpsr IRON TEE, WITH s" FLANGE SIDE OUTLET. 8Y.• DATE.•
i6. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF
12 "� 6° GATE VALVE (FL X MJ) AWWA C -509, RESILIENT SEAT
RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY
17. IN UNIMPROVED AREAS, MANHOLES TO EXTEND MINIMUM 6 INCHES ABOVE
INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE
FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT TWO 3/4"
STEEL TIE RODS. SEE STD DETAIL FOR TIE RODS. �YTY OF R�NTON
o
CONTRACTOR AS WELL AS THE ENGINEERS SHALL KEEP AS -BUILT DRAWINGS.
MATCH PAVING.
16" x 8" x 4" MININUM
N
LA
S J,qC CONCRETE BLOCK /I, DEPARTMENT OF PUBLIC WORKS
HYDRANT 1/3 Cu. YD H DRAIN ROCK (3" TO 3 /8") LVA 04 -119
17. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR
TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN.
F F F�uENDER
,Q -��oF WASh,H F LY D]ff WATER & SEINER DETAILS
r T °
18. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE
MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OHIO
�\ti ENGINEER:
W O, BRLrf JAEGER ENGINEERING KENNYDALE COURT
�j' DL1A 1\
OR EQUAL APPROVED IN WRITING BY THE WATER UTILITY SECTION.
UU 9419 South 204th Place
20734 <u DESIGNED: JJJ
�� � DATE: 6/20/05 FILE NAME:
® I;Inf k FSS -IS1 E0 ��' `05 Ken t, WA. 98031 DRAWN, JJJ
�aVAL 6 30 Phone No. (253) 850 -0934 CHECKED: SJJ SCALE: NONE FlF 800x: PACE:
Z
EXPIRES: 3 1 2QO6 N0. .REVISION BY APPR. DATE FOX No. (253) 850 -0155 APPROVED: SHEET: 8 OF:
OWNED JLW22 Aa'w32-r*)o9
OCT U07 '02,754
SCANNED f a v 20-011; ca . a✓- 3Z75o�:' S _ 32�.3oN
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