HomeMy WebLinkAboutzS-2706SetSANITARY SEWER UTILITY - GENERAL NOTES
L 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.
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.
wwpa7 -27b6
CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS
AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF
WORKERS AND OTHERS ON THE CONSTRUCTION SITE-
f SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN
STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY
CONSTRUCTION-
8. P4nNS APPROVED BY THE CITY OF RENTON, DEVELOPMENT SERVICES
DIVISION, SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. t
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 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
NT STANDARDS-
1 CURRE
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13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G
14. ALL DISTURBED AREAS SHALL BE SEEDED AND MUILCHED OR
OTHERWISE STABILIZED TO THE SATISFACTION OF 7,HE DEPARTMENT
FOR THE PREVENTION OF OWSITE EROSION AFTER THE COMPLETION
OF CONSTRUCTION.
15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY
PREPARED FOUNDATION IN ACCORDANCE W!TF: SECTION 7 -023(1) OF
THE CURRENT STATE OF WASHINGTON STr,NDAJRD 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 PLACEM ENT 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 SI -LaLL 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.
_ NE - 20TH STREET _
N 89'20' 29"E 132251,
.� RtM r
NEW 8 ILti`i2x,2r
CLEAN -OUT
DETAIL 3 SHEET
N 89°43' 42°E 252.42'
72,00 _ 0.00" _
2G' PRIVATE ROAD
FASEMENT FOR ACCESS_ _
AND UTILITIES 20' PAVED
SIDE SEWER o
DETAIL 2 SHEET C2 SIDE SEWER
(TYP)
INV Z`+" INV 293_Ri
LOT 1 LOT 2
MIN FF 29G.6'
a3 MIN FF 296,35
b
3C.0
-- �- - - -- LOT 4 ` - -tls'
MIN FF 2-95.5' F
_ SHARED DRIVEWAY !
(WT 4,5 ACCESS !
`a I2 PAVED !
i
20 SIDE SEWER- !
a
LOT 3
MIN FF 296,3'
50.00 l 50.00`
N 89 °48'2PE 252AI'
SANITARY SEWER PLAN
SCALE 1 =20'
i
ROLL
16W I
L
LOT 5
MIN FF 2954
MR APPROVAL
!Y P `V 7 -38
By_ - DA!M
BYS 'la
BY #ATE
LEGAL DESCRIPTION
THE SOUTH'/ OF THE NORTH 1/2 TRACT 245, C.D. HILLMAN'S LAKE
WASHINGTON GARDEN OF EDEN, DIVISION NO. 4 AS PER PLAT RECORDED
IN VOLUME 11 OF PLATS, PAGE 82, RECORDS OF KING COUNTY; EXCEPT THE
SOUTH 15 FEET THEREOF. SITUATE IN THE CITY OF RENTON, COUNTY OF
KING, STATE OF WASHINGON. ALL IN SECTION 5, TOWNSHIP 23 NORTH,
RANGE 5 EAST, W.M.
AQUIFER PROTECTION NOTICE
THE LOTS CREATED HEREIN FALL WITHIN ZONE 2 OF RENTON'S AQUIFER
PROTECTION AREA AND ARE SUBJECT TO THE REQUIREMENTS OF THE
CITY OF RENTON ORDINANCE NO. 4367. THIS CITY'S SOLE SOURCE OF
DRINKING WATER IS SUPPLIED FROM A SHALLOW AQUIFER UNDER THE
CITY SURFACE. EXTREME CARE SHOULD BE EXERCISED WHEN HANDLING
OF ANY LIQUID SUBSTANCE OTHER THAN WATER�TO PROTECT FROM
CONTACT WITH THE GROUND SURFACE, IT IS THE HOMEOWNER'S
RESPONSIBILITY TO PROTECT THE CITY'S DRINKING WATER.
I
I
i
EAST CORNER
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SEC 5 T23N 1R5E WM
CR CONTROL\MON 369
N 0' 32 49 E - -
163,52
EXST CONC MON� WITH
_
_
3 BRASS DISK
SS MH 2
Rim EL 295.25', sw -.
]NEW
INV EL 29234'
JTYPE
EXTRA SHALLOW C
DETAIL I SHEET C2
5S EASEMENT
10'
N
LOT 24
i
POWELI'S 1ff ADD
I
9 � 9
+� u
�gF F
s
EXST SS MH 51
INV E 291,27( +Ir; N
RIME 297.80 3'-
3m
- 3 a �M-I P1
r \ J
1 136.46 LF 8 PVC O M y mE
— NEW SAN, S_ EWER — - - -. 3 ° O
w EASEMENT
a I To
p m
NEW SS MH I FT
RIM EL 29675'
o INV EL 29!,92'(08,;?
z SHALLOW TYPE B (E } cn
DETAIL I SHEET D
IN , EL 2°2.02 'T _ Z
rT
I � l
--
270601 t. m T.
z . -.
u.I -Ij -T)
us ,
[2° MIN COMPACTED DEPTH r_ -1.
ASPHALT TRFA7ED BASE `;, D r
Z e =MIN DEPTH CLASS '13' (TOP CAURSE) Z ? -
IT �$ _dw_ CONCRETE rGTrD Di PTH CRUSHED Z
SURFACE BASE C • URSE- Iz1- -r_LZZ� O
--1.
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Z(n JAMES E. HAYNES, P.E.
37234 22nd Ave So g A
TYPICAL ROAD SECTION FEDERAL WAY, WA 98003 n
(253) 661 -6794 $
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LINE
50" ALLOWABLE MAX -
fr FOR CAST IP,UN PIPE
\ J OR DUCiiLE !RON PIPE i
UTURE
c&Z 4'rc� /�.• 6 _ __ }_V E BUILDING SEVER
2". 4" STUD SERVICE MARKER PAINT UPPER
TEE PITH c _..E -_E- PORTION WHITE ANS STENCIL ON SIDE
mot/ I c YIj7DING "SEVER' WITH 3•" HIGH BLACK LETTERS.
-e- sly[ curxEr rcc z A D q6 ' IRE WRAPPED AROUND THE STUD AND
6" SIDE S V - SEVER
-.lug SEVER WAIN i Ex7ENDED TO THE TOP OF THE STUD.
CONCRETE BLOCKING ANGLE I „NLESS U. HERVISE APPROVED BY THE CITY- MAKE TAP THROUGH CAST
OF TEE AT MAIN OVER 25 IRON SADDLE SECURED TO SEVER MAIN WITH STAINLESS STEEL BANDS
ELEVATION- WHEN CONNECTING NEW SIDE SEVERS -TO EXISTING MAIN.
VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE DI PIPE AND Cl
UZ
PIPE SEVER MAINS ARF TO BE CORE DRILLED
HO
E8 OUKSNG
NOTE: • LESS ❑ HERWIS S N L S S SEVER S. J, I HAVE MINI—UM 51 COVER AT PROPERTY
Px-GR�`"` LINE C2 3 5 LOSS.
ELEVATION, WHICHEVER IS LOWER.
_ GIN _r wu s�wE_
HORIZONTAL
` SEWER MAIN
STANDARD SIDE SEWER INSTALLATION
TYPICAL SIDE SEWER ELEVATION 2 (SEWER MAIN TO PROPERTY LINE)
CI
3/ <' SQUARES SPACE? - s -1+
AS INDICATED - HT. 1 /8" - CONCRE TC
0 C 1 , �.,- .I CLASS 3000
0 0 0 0 0 Slur -v �: --
00 000 7
FIBER JOINT
RAISE -1/2" PACKING
VIDE BORDER
to-•
4!5�(718) BEND
2 i
314 "
CAST IRON RING AND COVER rert MATERIAL AS SPECIFIED
BY TIE ENGINEER
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wwP -27- 2706
- _ PLUG TO BE SEALED
? - IY. SAME MANNER. AS
MAIN SEWER JOINTS.
_ __ __ _ ___ --1
3 6 INCH OR 8 INCH CLEAN -OUT
Ci
Z 11.1
J Z
01 a
k;s e cr 0-1 �
;.yS~
=="• -v70 PROP0 ED
NEW 8'
CLEAN -OUT i
!LOT
,,,jiiJt ScwEk
4 +50 4 }00 3+50
�EXST GRADE
5
180,75 LF C900
`LOT 3
SIDE SEWED
EL 2.93,25
— LOT Z
SIDE SEWER
t EL 293.35
.3+00
INV 292.44
- -+ -
Z +50
- 2 4' r 6 FRAME AND LOCKING LI
PER DRAYANG BR29,
ADJUSTING RINGS OR BLOCKS
AS REQUIRED.
. J
C TO 12-..
PRECAST VALVE /
CHAMBER CONE ADAPTOR COLLAR
R.C.P. OR EQUAL —� RUBBER CASKS. \ �\.
- \ � 3t- wIn To .e" unx.
>> e
NOTES SANITARY SHALLOW MANHOLE TYPE B
/ 1. STEPS TO BE 3/4•• 0 DEFORMED BAR GALVANIZED SAFTEY STEPS OR EQUAL
2. STEPS ARE IH BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED
3. CASTING TO BE OLYMPIC FOUNDRY MH30 WITH MH30 D/T OR EQUAL. PER DWG. BR29
- POURED IN PLACE BASE 4 MANHOLE SECTIONS TO AE OF REINFORCED PRECAST CONCRETE
5- OPENING SHOULD BE ON DOWNSTREAM SIDE.
6. ALL JOINTS SHALL BE GROUTED
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
SANITARY EXTRA SHALLOW MANHOLE TYPE C SURFACES, INCLUDING CHANNELING, COATED (SEALED)
WITH A HIGH SOLIDS URETHANE COATING:
WASSER MC- CONSEAL OR APPROVED EQUAL
COLOR OF COATING SHALL BE WHITE.
r/I = SANITARY MANHOLE DETAILS
LI
RIM EL 295.25 I
INV EL 291,27
+zao
NEW SS M142- 1
EXTRA SHALLOW 1
TYPE G Yr-`
�!
�r
LOT 4
� m
SIDE SEWER
„ate � .,�
EL 292.40
1 +00 O +50.00 O +00
O -20.00 E� �a
q 1
Sf.50
�C900
-0 `.
-INV 7_
LOT 5
INV
SIDE SEWER
i
t EL 29235
2 +00 - 1+50
SANITARY SEWER pR�E�LE
�- I "`=Z0.0' HORIZ-
SCALc. I " =2.0' VERT
i
ROLL 157
T` .T
3 81
[s1
Z
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300
I
I +29�v
ANEW SS MN I L
SHALLOW TYPE B
RIM EL ?_96-15
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?920Z 4 EX5T 55 NH 51 z T
s 270602
INV EL 291,27
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Pm -AMOVAL
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JAMES E. HAYNES, P.E.
37234 22nd Ave So
f°°—
FEDERAL WAY, WA 98003
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(253) 061 -6794
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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 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.
>riisT
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 FIDE 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
NT STANDARDS.
CURRE
OD
L
30.00' - - -
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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.
_ NE . 20TH STREET
N 89° 20' 2.9 "E 1322.57'
RIM 23S.R
NEW 8'/ INY 293.2^
CLEAN -OUT
DETAIL 3 SHEET C
?_G' PRIVATE ROAD
ASEME_NT_ FOR_AC_CESS_ _
AND UTILITIES ZO' PAVED `� s
y cV
SIDE SEWER -* ' e
DETAIL 2 SHEET C2 SIDE SEWER
(TYP)
INV �Ab INV
294.00
180.-75 LF S'
-- --
-`�'_ _ MI OT 455'
I� SHARED DRIVEWAY I
�l �\ (LOT 4,5 ACCESS) I>
SEWER Al2' PA`�/ED INV �° t Zo SIDE SEWER
293.70 'VFW UW292 6Z �� I .
N 89°4342 E
79.49'
LOT I LOT 2 LOT 3 1�.�.�:�� -�f (,
/ MIN FF 296.35 � MIN FF 296,3 A
MIN FF 29F.6 �- -
m zb INV ?2.57
OM 9N co0
_ O
o ° - LOT 5
zo MIN FF 295,4'
73.82 1 50,00 1 50.00 �; 78,59
N 89 °48'21 "E 252A1'
SANITARY SEWER PLAN
SCALE 1 " =20'
mecaummom
MR APPROVAL
Pt�M ar � 7 -98
BY- Qa tit
B �AIE
BY _ - -�
LEGAL DESCRIPTION
THE SOUTH '/2 OF THE NORTH' /: TRACT 245, C.D. HILLMAN'S LAKE
WASHINGTON GARDEN OF EDEN, DIVISION NO. 4 AS PER PLAT RECORDED
IN VOLUME II OF PLATS, PAGE 82, RECORDS OF KING COUNTY; EXCEPT THE
SOUTH 15 FEET THEREOF. SITUATE IN THE CITY OF RENTON, COUNTY OF
KING, STATE OF WASHINGON. ALL IN SECTION 5, TOWNSHIP 23 NORTH,
RANGE 5 EAST, W.M.
AQUIFER PROTECTION NOTICE
THE LOTS CREATED HEREIN FALL WITHIN ZONE 2 OF RENTON'S AQUIFER
PROTECTION AREA AND ARE SUBJECT TO THE REQUIREMENTS OF THE
CITY OF RENTON ORDINANCE NO. 4367. THIS CITY'S SOLE SOURCE OF
DRINKING WATER IS SUPPLIED FROM A SHALLOW AQUIFER UNDER THE
CITY SURFACE. EXTREME CARE SHOULD BE EXERCISED WHEN HANDLING
OF ANY LIQUID SUBSTANCE OTHER THAN WATER TO PROTECT FROM
CONTACT WITH THE GROUND SURFACE, IT IS THEE, HOMEOWNER'S
RESPONSIBILITY TO PROTECT THE CITY'S DRINKING WATER
EAST I ' C O N ER
SEC 5 T23N R5E WM
CR CONTROL ON 3G9
E
N 0'32' 49'E -- <
183.52' EXST CONC MO WITH
_ 3 BRASS DISK
NEW SS M!' 2
RIM EL 295.25' jt4V El- 29Z•44 VN)
INV EL 292.34'(OUT)
EXTRA SHALLOW TYPE C
DETAIL I SHEET C2
-S5 EASEMENT (v
LOT 24
POWELL S I5T ADD Sm 2706 03
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4 1 13 R"OLL 159
EXST I SS MH 51
INV E 291.27(i-,
RIM E 297.80
136.48 LF 8 PVC - -`
S =00047
NEW SAN. SEWER - -
EASEMENT I
I
NEW SS MH I
RIM EL 29675'
INV EL 291.92' (OUT)
SHALLOW TYPE B �54'0)
DETAIL I SHEET 2
INV EL 292.02
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TYPICAL ROAD SECTION
NO SCALE
S-27046-? C Imo,
JAMES E. HAYNES, P.E.
37234 22nd Ave So
FEDERAL WAY, WA 98003
(253) 661 -6794
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Z" MIN COMPACTED DEPTH
ASPHALT TRFATED BASE
,
2" ,MIN DEPTH CLASS
3� (TOP COURSE
�SPHAI.T CONCRETE
(_
6 "Mrnl COMPACTE=D
DEPTH CRU5HED
'
SURFACE BASE C
vRSE -tzll� �z t
2%
a
TYPICAL ROAD SECTION
NO SCALE
S-27046-? C Imo,
JAMES E. HAYNES, P.E.
37234 22nd Ave So
FEDERAL WAY, WA 98003
(253) 661 -6794
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60" ALLOWABLE MAX.
EUR CAST IRON PIPE
OR DUCTILE IRON PIPE,
- cacrc
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CAST IRON RING AND COVER —L MATERIAL AS SPECIFIED
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4+00
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145IbE SEWER
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ADJUSTING RINGS OR BLOCKS
AS REQUIRED. 1
24' % 6' FRAME AND LOCKING L
PER DRAWING BR29.
-" " NIN. TO I2•• MX.
PRECAST VALVE ``•,;
CHAMBER CONE ADAPTOR COLLAR
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• RUBBER GASKET PIPE'
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NOTES: SANITARY SHALLOW MANHOLE TYPE B
I. STEPS TO BE 3/4' 0 DEFORMED BAR GALVANIZED SAFTEY STEPS OR EQUAL
•o•. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED
3. CASTING TO BE OLYMPIC FOUNDRY MH30 WITH MH30 O/T OR EQUAL. PER DWG. BR29
POURED IN PIKE BASE 4. MANHOLE SECTIONS TO AE OF REINFORCED PRECAST CONCRETE
5. OPENING SHOULD BE ON DOWNSTREAM SIDE.
6. ALL JOINTS SHALL BE GROUTED
1. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
SANITARY EXTRA SHALLOW MANHOLE TYPE C SURFACES, INCLUDING CHANNELING, COATED (SEALED)
WITH A HIGH SOLIDS URETHANE COATING;
WASSER MC- CONSEAL OR APPROVED EQUAL;
COLOR OF COATING SHALL BE WHITE.
SANITARY MANHOLE DETAILS
GI
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PIPE SEWER MAINS ARE TO BE CORE DRILLED
NOTE.
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEVEP. SHALL HAVE A MINIMUM 5' COVER AT PROPERTY
LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION,
WHICHEVER IS LOWER.
3/4" SQUARES SPACED - 3/4"
AS INDICATED - HT. 1/8"
EI T
O❑)❑
RAISE -1/2"
VIDE BORDER
STANDARD SIDE SEWER INSTALLAF!ON
2 (SEWER MAIN TO PROPERTY LINE)
CI
CONCRETE
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12" B
FIBER JOINT
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0
m
CAST IRON RING AND COVER —L MATERIAL AS SPECIFIED
BY THE ENGINEER
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r -. -- IN SAME MANNER AS
— MAIN SEWER JOINTS.
7
CD 3 6 INCH OR 8 INCH CLEAN -OUT
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I n ::1 0
RIM EL
2195.80 I
$.p, O PROPOSED EXST GRADE
GRAD[
I NE4.f 8:T -
CLAN -OUT
INV 293.2.0 Ift 1.11 44 414 S = 0.Oa43
4 +50
4+00
j LOT 1 \
145IbE SEWER
,� EL
/180,75 LF C900
LOT 3
SIDE SEWER
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293.18
— LO-T 2
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qL EL a%=55
293.46
,3+00
k j
4a,
INV 292.44
+50
I
ADJUSTING RINGS OR BLOCKS
AS REQUIRED. 1
24' % 6' FRAME AND LOCKING L
PER DRAWING BR29.
-" " NIN. TO I2•• MX.
PRECAST VALVE ``•,;
CHAMBER CONE ADAPTOR COLLAR
R.C.P. OR EQUAL B _ OR 12' I6°
• RUBBER GASKET PIPE'
]I" NIN. TO
5"
.D —L
p • G '
NOTES: SANITARY SHALLOW MANHOLE TYPE B
I. STEPS TO BE 3/4' 0 DEFORMED BAR GALVANIZED SAFTEY STEPS OR EQUAL
•o•. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED
3. CASTING TO BE OLYMPIC FOUNDRY MH30 WITH MH30 O/T OR EQUAL. PER DWG. BR29
POURED IN PIKE BASE 4. MANHOLE SECTIONS TO AE OF REINFORCED PRECAST CONCRETE
5. OPENING SHOULD BE ON DOWNSTREAM SIDE.
6. ALL JOINTS SHALL BE GROUTED
1. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
SANITARY EXTRA SHALLOW MANHOLE TYPE C SURFACES, INCLUDING CHANNELING, COATED (SEALED)
WITH A HIGH SOLIDS URETHANE COATING;
WASSER MC- CONSEAL OR APPROVED EQUAL;
COLOR OF COATING SHALL BE WHITE.
SANITARY MANHOLE DETAILS
GI
RIM EL 295,25 I
NEW SS MH 2 I
EXTRA SHALLOW I r
TYPE C,
LOT 4
i SIDE SEWER
IL EL 292.40
I
81.50 LF 8° C900
5- •OQ3y e
INV 292.34
Z +00
LOT 5 —y
SIDE SEWER
ELF
a.9z.a3
2
SANITARY SEWER PROFILE
SCALE; I "= 2.0.0' HORIZ•
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FM APPROVAL
Qo
N
My / LwnBE27- 1 � 7
JAMES E. HAYNES, P.E.
y
37234 22nd Ave So
°-
_..__,.,..._.,._._.__
FEDERAL WAY, WA 98003
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(253) 661 -6794
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