HomeMy WebLinkAboutzS-2245SetQt
I EXISTING WOODEN FENCE O I I
� I
Y
30' INGRESS /EGRESS AND I I ((
UTILITIES EASMENT PER
RIDGEVIEW ESTATE PLAT I I W Z Lo N I ii
CN I II
RIDGEVIEW ES TES '
EAST LINE OF I O
GOVERNMENT LOT 4
O— — — — — — — �\
/`; i---------- --�
441.16' _ i /'/ `/ �, 71 —i� —�— ! X18.19" S0140 "0' - -� - -� 6�
1^ S 0140 27" � 318-64' — —' �' W -
W (DEED) i 1 3 Y r,` / S 01 40 27 W
�1 SS STUB 02
13LFS�PVG S S=
5%
�;` --
h I w �- ; ", ` ' ; ,;'�i` 6 -s - -- "RI VA TE1 ROAD "
U
29.33' 5361' 4./ 0C ST
I.E. 425. S STUB
E 425.04
I.E. =, 2s 26
,COT 1_,-
/MIN FF 3 42,.50
2 ' / 1^, ; ` / /` /` /i ,'�j ° / 3 T.
, STA: 1 +48.4
� -----------------
k k SSMH # 1 TYPE r6
RIM EL. = 428. 1
Ol }FO'08 ` I.E. = 424.� I
9.12 " ----------- - - - - -- yr ----------------
N N �4l
Q Co
LOT 3 �� �� LOT 4
po ' MIN. FF = 428.30 I
MIN. FF = 427.50
LOT 2
II I
Li.
RID GE VIE W ES TA TES
MON IN CASE
(10/94) GRAPHIC SCALE
0 10 20 40 so
131, �X 131, --' =_______-- --------------- - - - - -- ( IN FEET )
— — SCALE: 1" = 20'
COR TES AVE N.E.
60.39'
-SS STUB '3C
I.E. = 424.87
� � N
STA: 0 +29i�
END EX. SS S T p m N
CONTRACTOR TO
VERIFY LOCA77ON
AND INVERT EL. I 70
oc
Q
of
OT 5
MI FF = 427.00 I I
w /
' / / ,�•s/ / i MIN. FF = 428.76
/ ; Y X5.8 &' i
/ 85.60' bl/
i
COR CASE 315.'47' O 315.473' S 014027" W (DEED) 53.61' 0.39'
315.47' S 0140'08" W KCAS) •
/1n/94) _ 7
co
r ® O
00'
o, —
o.
o'
�i=------- -- -- --- --------- - - - - --
V p
U W
A A
n h
LLJ LL,
o�
�o 0
�W
LC)O
00v
co U)
RIM EL. = 430.37
LE = 423.94
RID GE VIE W ES TA TES
SOUTH LINE OF GOVT LOT 4
BASIS OF BEARING = KCAS DATUM
NOTES: SURVEY EQUIPMENT USED IS
NIKON TOTAL STATION DTM –A1OLG
( 5 SECOND INSTRUMENT )
SURVEY METHOD: FIELD TRAVERSE
METHOD
DATE OF SURVEY: NOVEMBER 1994
RECOMMENDED
^j0 FOR APPROVAL
UNPLATTED
a CHECKED FOR COMPL!: ,' , _a
AN h1x
T® ITY ST DARDS
Date 37 -Stc BYril7s
430 ................................... .._..._ — 16.._.......... 0— Date BY–
Date _ I
LF O 8 PV SS
;113 8'9� PVC SS S _ .5% E . 5 LF C' EX SSM
SSMH if 1 :TYPE B – '54"
420 .....:......... -RIM' 'EL. '._ .. 42a: 31......;........ ...........:................... _....... :420 RIEM EL.4 = 940.37
... .....
LE. = 42476 . . = 23. -22 �4 d
DATUM ELEV
415 00 A FORT/ ON OF THE N. W. 114 OF THE N. W. 114
m OF SEC. 3, TWN. 23 N., RGE. 5 E., W. M.
RENTON, WASHINGTON
r\ M ro r\
C14 clq 04 C14
1 +00
0+00
END EX. SS 57UB
CON7RACTOR TO y1R K T
o
VERIFY LOCA77ON 6�� WflTg
AND INVERT EL. <4
9470
6 /n /97
18 17 1b 15 14 13 12 11 10 9 8 7 6 I OX 6 7 8 9 10 11 12 13 14 15 16 17 18 19 01,50
....... . ..
S 01 40'08" (KCAS) /
/ /
/ �
II I
Li.
RID GE VIE W ES TA TES
MON IN CASE
(10/94) GRAPHIC SCALE
0 10 20 40 so
131, �X 131, --' =_______-- --------------- - - - - -- ( IN FEET )
— — SCALE: 1" = 20'
COR TES AVE N.E.
60.39'
-SS STUB '3C
I.E. = 424.87
� � N
STA: 0 +29i�
END EX. SS S T p m N
CONTRACTOR TO
VERIFY LOCA77ON
AND INVERT EL. I 70
oc
Q
of
OT 5
MI FF = 427.00 I I
w /
' / / ,�•s/ / i MIN. FF = 428.76
/ ; Y X5.8 &' i
/ 85.60' bl/
i
COR CASE 315.'47' O 315.473' S 014027" W (DEED) 53.61' 0.39'
315.47' S 0140'08" W KCAS) •
/1n/94) _ 7
co
r ® O
00'
o, —
o.
o'
�i=------- -- -- --- --------- - - - - --
V p
U W
A A
n h
LLJ LL,
o�
�o 0
�W
LC)O
00v
co U)
RIM EL. = 430.37
LE = 423.94
RID GE VIE W ES TA TES
SOUTH LINE OF GOVT LOT 4
BASIS OF BEARING = KCAS DATUM
NOTES: SURVEY EQUIPMENT USED IS
NIKON TOTAL STATION DTM –A1OLG
( 5 SECOND INSTRUMENT )
SURVEY METHOD: FIELD TRAVERSE
METHOD
DATE OF SURVEY: NOVEMBER 1994
RECOMMENDED
^j0 FOR APPROVAL
UNPLATTED
a CHECKED FOR COMPL!: ,' , _a
AN h1x
T® ITY ST DARDS
Date 37 -Stc BYril7s
430 ................................... .._..._ — 16.._.......... 0— Date BY–
Date _ I
LF O 8 PV SS
;113 8'9� PVC SS S _ .5% E . 5 LF C' EX SSM
SSMH if 1 :TYPE B – '54"
420 .....:......... -RIM' 'EL. '._ .. 42a: 31......;........ ...........:................... _....... :420 RIEM EL.4 = 940.37
... .....
LE. = 42476 . . = 23. -22 �4 d
DATUM ELEV
415 00 A FORT/ ON OF THE N. W. 114 OF THE N. W. 114
m OF SEC. 3, TWN. 23 N., RGE. 5 E., W. M.
RENTON, WASHINGTON
r\ M ro r\
C14 clq 04 C14
1 +00
0+00
END EX. SS 57UB
CON7RACTOR TO y1R K T
o
VERIFY LOCA77ON 6�� WflTg
AND INVERT EL. <4
9470
6 /n /97
18 17 1b 15 14 13 12 11 10 9 8 7 6 I OX 6 7 8 9 10 11 12 13 14 15 16 17 18 19 01,50
....... . ..
' / / ,�•s/ / i MIN. FF = 428.76
/ ; Y X5.8 &' i
/ 85.60' bl/
i
COR CASE 315.'47' O 315.473' S 014027" W (DEED) 53.61' 0.39'
315.47' S 0140'08" W KCAS) •
/1n/94) _ 7
co
r ® O
00'
o, —
o.
o'
�i=------- -- -- --- --------- - - - - --
V p
U W
A A
n h
LLJ LL,
o�
�o 0
�W
LC)O
00v
co U)
RIM EL. = 430.37
LE = 423.94
RID GE VIE W ES TA TES
SOUTH LINE OF GOVT LOT 4
BASIS OF BEARING = KCAS DATUM
NOTES: SURVEY EQUIPMENT USED IS
NIKON TOTAL STATION DTM –A1OLG
( 5 SECOND INSTRUMENT )
SURVEY METHOD: FIELD TRAVERSE
METHOD
DATE OF SURVEY: NOVEMBER 1994
RECOMMENDED
^j0 FOR APPROVAL
UNPLATTED
a CHECKED FOR COMPL!: ,' , _a
AN h1x
T® ITY ST DARDS
Date 37 -Stc BYril7s
430 ................................... .._..._ — 16.._.......... 0— Date BY–
Date _ I
LF O 8 PV SS
;113 8'9� PVC SS S _ .5% E . 5 LF C' EX SSM
SSMH if 1 :TYPE B – '54"
420 .....:......... -RIM' 'EL. '._ .. 42a: 31......;........ ...........:................... _....... :420 RIEM EL.4 = 940.37
... .....
LE. = 42476 . . = 23. -22 �4 d
DATUM ELEV
415 00 A FORT/ ON OF THE N. W. 114 OF THE N. W. 114
m OF SEC. 3, TWN. 23 N., RGE. 5 E., W. M.
RENTON, WASHINGTON
r\ M ro r\
C14 clq 04 C14
1 +00
0+00
END EX. SS 57UB
CON7RACTOR TO y1R K T
o
VERIFY LOCA77ON 6�� WflTg
AND INVERT EL. <4
9470
6 /n /97
18 17 1b 15 14 13 12 11 10 9 8 7 6 I OX 6 7 8 9 10 11 12 13 14 15 16 17 18 19 01,50
....... . ..
r\ M ro r\
C14 clq 04 C14
1 +00
0+00
END EX. SS 57UB
CON7RACTOR TO y1R K T
o
VERIFY LOCA77ON 6�� WflTg
AND INVERT EL. <4
9470
6 /n /97
18 17 1b 15 14 13 12 11 10 9 8 7 6 I OX 6 7 8 9 10 11 12 13 14 15 16 17 18 19 01,50
....... . ..
1 +00
0+00
END EX. SS 57UB
CON7RACTOR TO y1R K T
o
VERIFY LOCA77ON 6�� WflTg
AND INVERT EL. <4
9470
6 /n /97
18 17 1b 15 14 13 12 11 10 9 8 7 6 I OX 6 7 8 9 10 11 12 13 14 15 16 17 18 19 01,50
....... . ..
18 17 1b 15 14 13 12 11 10 9 8 7 6 I OX 6 7 8 9 10 11 12 13 14 15 16 17 18 19 01,50
....... . ..
SANI TAR Y SEWER NOTES & SPECIFICATIONS
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND
SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST
EDITION OF THE WSDT /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 DEPARTMENT OF PUBLIC WORKS AT 235 -2620. ALL STREET CLOSURES,
PARTIAL, OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24
HOURS IN ADVANCE. THE POLICE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24
HOURS IN ADVANCE.
J. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICA7ONS
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 PRE— CONSTRUCTION CONFERENCE AND A 24 HOURS NOTICE SHALL BE REQUIRED
PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STAR77NG
CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESEN.TA77VE OF
THE CITY OF RENTON). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILL 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 RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
8. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT 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 OF 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 PERCENT 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 FILL OVER PIPE
SHALL BE THE SAME AS DESCRIBED.
12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY
SHALL BE 13ACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO
THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH A SAW IN A CONTINUOUS LINE.
• TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATLY AFTER BACKFILL AND COMPACTION.
• 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, OR MULCHED OR OTHERWISE STABILIZEDTO
THE SATISFACT70N 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 UN— IMPROVED 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.
WAMPAU
i A( I j i i i i g
18 17 16 15 14 13 12 11 10' 9 8 `7 6
1 PROPERTY LINE
SIDE SEWER MAIN TO �BUILDING SEWER
T I- U I UffL
6" SEWER PIPE 6 ° I BLDG SEWER
SIDE OUTLET TEE ?; 2 "X4"' STUD SERVICE 4ARKER
PAINT UPPER PORTION WHITE
a AND STENCIL ON SIDE WORD
"SEWER" WITH 3" HIGH
a BLACK LETTERS.
6" SIDE SEWER & BUILDING SEWER
PLAN
E4 "x 6" FRAME AND LIP
PER DRAWING BR29.
6 SIDE SEWER
1:3.•5 MIX
NOTE:
CONCRETE 60' ALLOWABLE
MAX SIDE SEWER SHALL HAVE A
BLOCKING FOR CAST OR MINIMUM 5' COVER AT PROPERTY
42" MIN. T❑
84" MAX,
MAX DUCTILE IRON PIPE. LINE OR 3 -5' LOWER THAN THE
VARIABLE
2' TO
5'
61MIN -
- 45
LOWEST HOUSE ELEVATION, WHICH-
;' 1 25 1
EVER IS LOWER.
12'
`MIN
4"
54"
61MIN
- HORIZONTAL
6" SIDE OUTLET 7EE
SEWER MAIN
EXISTING SEWER MAIN
• •
CONC. BLOCKING ANGLE
f6" SIDE SEWER
OF TEE AT MAIN OVER 25'
6'
ELEVATION
6 "TEST TEE
TO BE INSTALLED
AT
AT CONNECTION
J'(
G�G
NOTE'
�
�E �O
MAKE TAP THROUGH CAST IRON
1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFTEY STEPS OR EQUAL
SADDLE SECURED TO SEWER MAIN
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED
EcE
WITH STAINLESS STEEL BANDS
3. CASTING TO BE OLYMPIC FOUNDRY MH30 WITH MH30 D/T OR EQUAL. PER DWG. BR29
Z25PSG%
WHEN CONNEC77NG NEW SIDE
4. MANHOLE SECTIONS TO BE ❑F REINFORCED PRECAST CONCRETE
"
SEWERS TO EXISTING MAIN.
5. OPENING SHOULD BE ON DOWNSTREAM SIDE.
2 MIN SLOPE
AL
VITRIFIED CLAY, PLAIN &
SANITARY SHALLOW MANHOLE
TYPICAL SIDE SEWER
REINFORCED CONCRETE, D1 &
Cl PIPE SEWER MAINS ARE TO
TYPE B
ELEVA 77ON
BE CORE DRILLED.
SIDE SEWER
SERVICE DETAIL
�glg w Tp
v�
i47���fi
SMEW 622 9T
Rt �14ffl - 0 x 6 7
#__-
RECOMMENDED
FOR APPROVAL
BY P &., ,,*T s- 6-9�
BY
BY_
s -22 '/s
8 9 10 11 12 13 14 15 16 17 18 19
EAST LINE OF
GOVERNMENT LOT 4
441.16'
1 s 014027" w
S 01 '40'08" (KCA
U W
o
ro
�n p
UIW /
a
N
R 3 -23 -5 'O '
jCASE D�'
4
--2! 2209
f`
EXISTING WOODEN FENCE O
I
30' INGRESS /EGRESS AND
UTILITIES EASMENT PER
RIDGEVIEW ESTATE PLAT I W T Lo N i it I R
CN
RID GE VIE W ES TA TES
�
� J j
n
— / r r 7 / — X 18 19_'5 Ol 40'08" W (KCAS ° 61
318.64' S 01 40'27 W ME� — —
SS
(DEED)
I MIN FF = 42750
S)
I-
I.E. = 423.94
STA: 0 +29�
M
END EX. SS S
CONTRACTOR TO
M W
��
I VERIFY LOCA770N
,COI' I
AND INVERT EL.
,
MIN.'FF 42 50'/
o�
to
OT 5
hl
( 5 SECOND INSTRUMENT )
00 00
)/
SURVEY METHOD: FIELD TRAVERSE
L o
METHOD
DATE OF SURVEY: NOVEMBER 1994
LuLu
RID GE VIE W ESTATES
NW CO
MON
/
(10/9
4D
a�
SS
STUB
= w'
I MIN FF = 42750
424.94
I-
I.E. = 423.94
STA: 0 +29�
b •s� /
END EX. SS S
CONTRACTOR TO
M W
��
I VERIFY LOCA770N
,COI' I
AND INVERT EL.
,
MIN.'FF 42 50'/
o�
to
OT 5
hl
N TE1 ROAD
?t 29.33' ( 5361
SS STUB SS STUB
SS U I.E. = 4-
I.E...= 4P5-6
. �3 � 425 49-
E.
t: 1 +48.43. 7.
SSMH # 1 TYPE ,,BB 4"
RIM EL. = 4f8 4 8.78'
I.E. 424•-7G• 4 4 98�
-- _- --- -- -;yr - - -- -- ---- . - --
/ /,, ah LOT 5 la hd LOT 4
ro
" I
I
RID GE VIE W ES TA TES
MON IN CASE
GRAPHIC SCALE
`h
20 0 10 20 40 80
JXO -------------- - - - - -- ( IN FEET )
s — SCALE. 1 = 20
jVCORTES AVE N.E.
90.43' 1 C 340. )SAD)
/ 5U.39'
SS STUB
I.E. = 424194-
;.'
MIN. FF = 428.30 I
LOT 2 - - -,
I MIN FF = 42750
424.94
I-
I.E. = 423.94
STA: 0 +29�
b •s� /
END EX. SS S
CONTRACTOR TO
M W
��
I VERIFY LOCA770N
AND INVERT EL.
to
OT 5
hl
( 5 SECOND INSTRUMENT )
m
MI . FF = 427.00
;.'
MIN. FF = 428.30 I
LOT 2 - - -,
I MIN FF = 42750
BASIS OF BEARING =KCAS DATUM
I.E. = 423.94
b •s� /
MIN. FF = 428.76
M W
��
\1 a
NOTES: SURVEY EQUIPMENT USED IS
d e�
1 i
85.60' 5J.61'
315.473' 5 01'40'27 - W (DEED) •
315.47' S O1 4008" W (KCAS) -
UNPLATTED
b
39'
o�
M- == -------------------------
m
SOUTH LINE OF GOVT LOT 4
°
o m
\
RIM EL. = 430.37
BASIS OF BEARING =KCAS DATUM
I.E. = 423.94
z00
QW
M W
��
\1 a
NOTES: SURVEY EQUIPMENT USED IS
NIKON TOTAL STATION DTM -A10LG
o o
( 5 SECOND INSTRUMENT )
m
o
SURVEY METHOD: FIELD TRAVERSE
L o
METHOD
DATE OF SURVEY: NOVEMBER 1994
LuLu
RID GE VIE W ESTATES
"AS -BUILT DRAWING PREPARED FROM 8 VERIFIED
R
BY FIELD SURVEY PERFORMED BY TOUMA ENGINEERS.
0
0
v3+
kr)o
�
0000
co(l)
30.00'
CHECKED FOR COMPL!" .-
TO CITY STANDARDS
(� Date 37 -5b
430 :..._..... .._ ...................._.._..._ 1 i6 . .:.............._._,........... .�.. 0-- D
� ate UM�_
Date -
RECOMMENDED
FOR APPROVAL
BYLzl7.gngar�e -fjIIK
BY_ -
pJLF 420
RIM' EL. ...�.:2B 3t .4.28 B . 8... V C.. SS... 5.. 8. m.. PVC •. 420 R/M EL. 3 430.37 v _ f 'f
H 4" c :0.6291
/ . _ 7 ... ..:...
I.E. =-4z4-7-6424.q8'
E _
I.E. 94 3
i DATUM oLEV A FORT/ ON OF THE N. W. 114 OF THE N. W. 114
OF SEC. 3, TWN. 23 N., RGE. 5 E., W. M.
I'd r�6 0)
N, RENTON, WASHINGTON
1+00 1 0 +00
' U
CONTRACTOR TO y fi Tp
VERIFY L0CA T7 ON bor *as
AND INVERT EL.
0490
V r
ZONAL
SANITARY SEWER N O TES & SPECIFICATIONS
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND
SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST
EDITION OF THE WSDT/APWA STANDARDS AND SPECIFICATIONS.
Z 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 DEPARTMENT OF PUBLIC WORKS AT 235 -2620. ALL STREET CLOSURES,
PARTIAL, OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24
HOURS /N ADVANCE. THE POLICE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24
HOURS IN ADVANCE.
3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECII- .CATIONS
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
LOCA77ON SO AS TO AVOID DAMAGE OR DISTURBANCE.
5. A PRE - CONSTRUCTION CONFERENCE AND A 24 HOURS 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 REPRESENTA77VE OF
THE CITY OF RENTON). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILL 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 RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
B. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT 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 OF 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 PERCENT 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 FILL OVER PIPE
SHALL BE THE SAME AS DESCRIBED.
12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY
SHALL BE BACKF/LLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO
THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH A SAW IN A CONTINUOUS LINE.
• TEMPORARY MIX PATCH MUST BE PLACED IMMED/ATLY AFTER BACKFILL AND COMPACTION.
• 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, OR MULCHED OR OTHERWISE STABILIZEDTO
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 UN- IMPROVED AREAS, MANHOLE TO EXTEND MIN /MUM 6 INCH AND MAXIMUM 18
INCH ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL
DIRECTIONS TO MATCH PAVING.
PROPERTY LINE
SIDE SEWER MAIN TO BUILDING SEWER
o < FUTURE
_ 6" SEWER PIPE ' �6.0. I BLDG SEWER
" SIDE OUTLET TEE
2"X4- STUD SERVICE ✓1IARKER
PAINT UPPER PORTION WHITE
u AND STENCIL ON SIDE WORD
p SEWER" WITH 3" HIGH
a BLACK LETTERS.
6" SIDE SEWER & BUILDING SEWER
PLAN
`6" SIDE OUTLET 7EE
SEWER MAIN
CONC. BLOCKING ANGLE
OF TEE AT MAIN OVER 25'
ELEVATON
JI
0
z Z MIN SLOPE
TAL
TYPICAL SIDE SEWER
ELEVA TION
EXISTING SEWER MAIN
f6" SIDE SEWER
.,f6 TEST TEE
TO BE INSTALLED
AT CONNECTINN
NOTE:
MAKE TAP THROUGH CAST IRON
SADDLE SECURED TO SEWER MAIN
WITH STAINLESS STEEL BANDS
WHEN CONNECTING NEW SIDE
SEWERS TO EXISTING MAIN.
VITRIFIED CLAY, PLAIN &
REINFORCED CONCRETE D1 &
Cl PIPE SEWER MAINS ARE TO
BE CORE DRILLED.
SIDE SEWER SERVICE DETAIL
4,i 252
RO;LL 1 q
R w To
p of �g
N
�lavo
�rmFS a ze aF
/ 24 "x 6" FRAME AND LIP
/ PER DRAWING BR29,
/
6" SIDE SEWER
1:3 :5 MIX
AX.
NOTE:
CONCRETE
60' ALLOWABLE MAX
SIDE SEWER SHALL HAVE A
BLOCKING
FOR CAST OR
MINIMUM 5' COVER AT PROPERTY
UC77LE IRON PIPE. LINE OR 3 -5' LOWER THAN THE
6'MIN - -
45 MiX
LOWEST HOUSE ELEVATION, WHICH-
..
1 25. MIN
EVER IS LOWER.
`6" SIDE OUTLET 7EE
SEWER MAIN
CONC. BLOCKING ANGLE
OF TEE AT MAIN OVER 25'
ELEVATON
JI
0
z Z MIN SLOPE
TAL
TYPICAL SIDE SEWER
ELEVA TION
EXISTING SEWER MAIN
f6" SIDE SEWER
.,f6 TEST TEE
TO BE INSTALLED
AT CONNECTINN
NOTE:
MAKE TAP THROUGH CAST IRON
SADDLE SECURED TO SEWER MAIN
WITH STAINLESS STEEL BANDS
WHEN CONNECTING NEW SIDE
SEWERS TO EXISTING MAIN.
VITRIFIED CLAY, PLAIN &
REINFORCED CONCRETE D1 &
Cl PIPE SEWER MAINS ARE TO
BE CORE DRILLED.
SIDE SEWER SERVICE DETAIL
4,i 252
RO;LL 1 q
R w To
p of �g
N
�lavo
�rmFS a ze aF
/ 24 "x 6" FRAME AND LIP
/ PER DRAWING BR29,
/
I
61
l
4" MIN. TO 12"
AX.
I 24
42" MIN. TO
84" MAX.
VARIABLE 2' TO
12 "T
5'
NOTES,
1. STEPS TO BE 3/4" 6 DEFORMED BAR GALVANIZED SAFTEY STEPS OR EQUAL
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED
3, CASTING TO BE OLYMPIC FOUNDRY MH30 WITH MH30 D/T OR EQUAL, PER DWG. BR29
4, MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE
5. OPENING SHOULD BE ON DOWNSTREAM SIDE.
SANITARY SHALLOW MANHOLE
T YFE B
"AS -BUILT DRAWING PREPARED FROM S VERIFIED
BY FIELD SURVEY PERFORMED BY TOUMA ENGINEERS.
1t -:.
RECOMMENDED
FOR APPROVAL
BY ijg!'nxsa -96
BY
BV
S -22