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y I I' r li.l � NELIMINATION ���� �
HIGATE LIFT' T _ _
SOUTH 1/2 SECTION -5,, - TOWNSHIP 23N, RANGE 5E
W SHEET 2
P- 27-2109 XQ
W rn NEW 8" SANITARY SEWER
- - - -- ---------- - - - - -- -
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PROJECT C
-- POHL SHORT PLAT 7
Air- _
405 LOCATION PROJECT
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s 'LOCATION
S WASHINGTON m Z
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NE 112TH ST _ 900 V)
RENTON ISSAQUAH RD Li1 w
O/% 1. Y CITY OF REN'ION..
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SEllq{ MARK
RR SPIKE ON SE FACE OF
POWER POLE S' UP. SW
INTERSECTION NE 20TH ST
AND JONES AVE-NE _
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1- ^77.09 NE 20TH ST SHEET 4
2ND I t - -
EX S" SAN. SEW.
zry ,69 EX FORCE MAIN F F SAN. SEW.
IN Ca EXISTING HIGATE J I�
SEWAGE LIFT STATION
V I 1
BERRY FARM
INDEX TO DRAWINGS --
SITE MAP
APPROVAL
SHEET 1
VICINITY MAP & INDEX TO DRAWINGS
SHEET 2
PLAN & PROFILE'
SHEET 3
PLAN &'PROFILE
SHEET 4
PLAN & PROFILE
SHEET 5
DETAILS AND SECTIONS
SHEET 6
DETAILS AND NOTES
VICINITY MAP
v.T.S.
AS -BOIL T
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WA- AS -BUILT RECORD PROVIDED
vy OF y �%'
N` BY BEN V. PETERSEN PLS 17676
4LP ° ON OCTOBER 11, 2002
EXPIRES "8/21/03
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NOT TO SCALE
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CITY OF
RENTON
Planningf8uilding /Public Works Dept.
HIGATE LIFT STATION ELIMINATION
SCANNED MR Z 8 �3
MAY 2002
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'°`� �dO°'
REVISION
BY
DATE
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TRACT 2" /
TAX LOT 3602
> INSTALL TRACT 283
E 243.77 Q CDF / / TAX LOT 3162 m o INSTALL CDF
TRENCH PLUG STEPT / ° °- TRENCH PLUG TYP.
(n (SEE DETAIL ON SHEET S) ( )
Ll
24377 / z / 2 Q /_ rn 36" CEDAR
O / o C)
°
BOREHOLE FURNISH, AND INSTALL BOREHOLE DECID 7/ \ / \� �- / 7.5� /
:2., _2 _�___ . ASprG BH -2 TREES 24.. DECID nFriD. - � 5 +00 BOREHOLCONNECT TO EXISTING MH --
AND RECHANNEL �- 2a" DECID BH -1
$ - - -- �. 1430
-- --- ---- ---- -- ---- - --- -- -- - - - - - -- -- - -- -- - - -- - - - - -` ` _ m NEW MANHOLE /1
iI -- �. - - - -- -- - -_- - - --- WEIM - -- --- - -- -' -- - - - -- ------- - - - --- - EXISTNG - - - - -- 2 5 "-11" -- --- i
ffi`SANtTItRE r
E 244 ao % 30 DECID: r ' - -_ \ C15` ERMANENT ° DECID c '
MH i; , TREfs \ t�° ° - - - -- -- -EASEMENT --- - - - - -- - --- 0.
RIM 246.85 - ' -- - - ------------------------ -- -- �f - --- - -- - --- - - - - -- - - --
IE 237 -00 ---- ------ - - - - -- - - - --
REMOVE ��
- --- --- - - - - -- - i DcC; -< -
--- - VE AND §I►VE EXLSTING 2' \ REMOVE TREES
R�JrO INSTALL
30" TEMPORARY N
REMOVE AND REPLACE c� i z 2 RAC CEDAR FENCE DING CDF O
' TRENCH PLUG STEP.) CONSTRUCTION eG \ o
EXISTING 8' PVC STi1B I CTTER IS EASEMENT c x
(APPROX. 22 LF) FENCE AFTER \ i F rn
i 3 -30' \ mo
` ' DECID. \ LOT 2�
_ POHL SHORT PLAT / ; oo w
OLD TRACT ; WETLAND BOUNDARY OLD TRACT 284 TTT N N
293 i °
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H - _ NOTE.'
�1ci37 sr&s ° -
0 +92.94
THE EASEMENT AREAS FOR CONSTRUCTION
5 +02.5, 0.72' L T
'
�� T � a- �.v c?
MH #1 STA 3rv��' -�T
��- 246.867—
SHALL BE MARKED PRIOR TO CONSTRUCTION
NEW 48 MH
(EXPIRES 8/21/03:::]
°' r; = 3se 236.66
COMMENCING AND SHALL BE MAINTAINED AT
RlM =zvr 256.72
E °' S = 23 -4-ST 236.96
ALL TIMES WHILE WORKING OUTSIDE OF THE
IE 8" W =
240.02
IE 8" E _ "��236.76
RIGHT -OF -'WAY
:2464 Z
lE 8" S = - z"�8:-4� 240.02
1 +00
2 +00 3 +00
4 +00
5 +00
260
:
260: :
- - - - -- - - -- ----------- ---- - - - - --
- - - - - -- ------ -- - - - -- :... - -
- - - _ - - - - - -- - - -
- -- - - - - -- ..... - .................... :....
250
250: -
-
- -
- - -
- ....... ........................:.. ......:....
_ ---- - - -
- -- - - ------ -- - - - - -- - - - - --
EXIST( dG GROG NC PROFILE
------------------
240:
J
-
- -
240
:... . ......... .. :.........:....
-' REMOVE 4ST I c'E
AND REPLACC WITH 409 L. F. OF 8" PVC
0.76%
R�
230-
: 230 :
- -- - - - - - -- -----
220
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............................... :.........:...
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220
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AS -BUIL T
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AS —BUILT RECORD PROVIDED
ASBUILT
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A CITY OF
MAY 2002
,.
BY BEN V. PETERSEN PLS 17676
°"
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REN TON
HIGATE LIFT STATION ELIMINATION
ON OCTOBER 11 2002
s
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REVISION
_
BY
DATE
APPR
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Plonning /Building /Public Works Dept.
SCANNED W 2 6 zoo3
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TAX LOT 3201
HOUSE #1828
WETLAND BUFFER GRAS 5 i
THIS EXISTING DITCH OR SWALE
RESTORE DISTURBED SWALE W17H ' IC APPROX. 8" TO 1' WIDE
r HYDRA, INSTALL HAYBAIL
c v J �q° appTr GRASS OR DAMS AT 15' INTERVALS.
INSTALL CDF (SEE DETAIL ON SHEET 5) c?
i ( TRENCH PLUG ; �-
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0.
r~n x �r m Y
? z ° w o �'� REMOVE AND OISPE_ I 36" :DECID IrREMOVE AND DISPOSE l TR
� -�� OF FENCE POSTS � —__— OF FENCE POST
DIRT. BERM —A�- � o ° BUSH � 1 8 +00 DECAYED_ 7 +00. - - - -- .8+00 > d 9 +00 =
______________ ______________ ___________ - _____ _____-- -- --- - - ---- - -_
__ _______ _____ ______________ _________________ -----------------
_ _____
m u BA N l 20" DECID.
' l BOREHOLE � REM FENCE POST PERIrAlEIIT R FENCE - - - - -- ° EHOLE -
16" DEC[ D 1—! �,w„ H -4
DIRT BEP,M I REMOVE AND OISPO� B E R R I E S INSTALL HAY13ALE
; n OF FENCE POST (TYP.) / REMOVE AND DISPOSE CHECK DAM )//
u o y BARN (DETAIL ON SHEET 5
z 30" Solo W
Is i HYDROSEED ALL I
^
AREAS SHORT PLAT DISTURBED BY CONS
LOT 2 W �� DRS AGE SWALES DIR BERM p 0FFTH 6RwE AND ALIGNMENT To 71E RESPECTIVE Z
<� w // / PRECOIIS7RUCIipd CONDITION TtYS WORK SHALL
_ Z W W BE IICDEINTAL TD SEWER MAki CONSTRUCTION.
2- DECfD L HORN
NOTE.•
THE EASEMENT AREAS FOR CONSTRUCTION
5 +025, 0.72' LTA
MH 1 STA - 3T6�.3�T SHALL BE MARKED. PRIOR TO CONSTRUCTION s 20"3 `�c
# COMMENCING AND SHALL BE MAINTAINED AT
NEW 48° MH ALL TIMES WHILE WORKING OUTSIDE OF THE EXPIRES s 21 03
RIM = "= 256.72 RIGHT -OF- WA Y
IE 8" W = z6T 239.87
IE 8" S = tea ;z 240.02
5 +00 ------------ ---------- 6 +00--------- - - - - -- --------- ...- - - - -.. _ - -- - ----------- -- 9 +00
- - - - -- ---------------------- --8 +00
-PP" •.�E
950: 250. . ------- ---- -- - - -- - - - - --- -
240: : .... :...... .:... 6} - F OF-8"- P -VC- -� -0.85 - -: --- ---- - - - - -- ---- ----- ---- - -- -- -
- - - - - -- - -- - - - - -- -
- - - -- - - - - -- - - - - - - -- - 2 L. .
4
- 0.92.E
230- - - - - ..... ....... ...... ...:....
--- - - - - -- --- - - - - -- --- ..... .....--- -..... .... ----- .....--- - - - - -- . - -- -- - - - - -- 230
220- - - -- - -- - --- - - - - -- -- - - - - -_ --- - - - - -- --------- :--------- ---------- -- - - - - -. ---- -- - --
.... .... 220
-
- ... ------ - - - - --
Q$QUII_T µ0yy_� .� �,:mn., MAY 2002
AS —BOIL T RECORD PROVIDED JDH ° =20' N� CITY OF
,�` DATDM = ■� RENTON HI�ATE LIFTSTATION ELIMINATION =s Z
BY BEN V. PETERSEN PLS 17676 JDH Planning /Building /Public Works Dept. S -3
�J SCANNED OR t $ 2W — 3 - 6
ON OCTOBER 11 � L OO2 N0. REVISION BY DATE APPR ��
�►� -as -� r; =}6 -12111019101--
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ROLL 179 rR 11
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Z I PLUG ABANDONED LINE
1 5+01) TO PUMP STATION
' I. -24" CONC. CUI V
RE 249.03
m TAX LOT 3202 r_-
c REMOVE AND DISPOSE OF EXISTING GUARD
c ` HOUSE X1824 a RAIL AND FI?lCIN11 REMOVE STRUCTURES AND
z CULVERTS, RECHANNEL CREEK. INSTALL 6'
CONNECT NEW SEWER _ PEA GRAVEL BOTTOM AND RIP RAP DITCH
m t TO EXISITNG MH BANKS 7TiS MIORK SHALL BE INCLUDED IN
RECHANNEL j; { O ! LUMP SUM PRK BID FOR ABANDON EXIST.
< I i
PUMP STATION.
T- !rye D.-_H OR S%4a_L
S C - To V DE
J of T N UP,AINAGE DITCH
1 �- J
REMOVE. AND. REPLACE
INSTALL a E
DOSTING INSTALL a CONSTRUC�dNUM17S TRENCH iE 247.64
/ CDF ° , I o �Q �. L T --fE 248.5
REMOVE AND DISPOSE - t — -- -
OF FENCE POST PLUG tl DECID.
(TVP.) 32" DECID. 10 POPLARS �p BORE
° ° ° ° HOLE i ABANDON LIFT STRUCTURE
1 ° ° ° o ow . a . BH -5 y 1 - SEE SPECIFICATION
-- -- ---- -- -- - - -- -- -------- - - - - - -- - - -- -- -- - !f
�. - r' - P MH SECTION 2- 02.3(1
NEW 8' SANITARY SEWER --cc
s+oo = - -- - - - - - -- - - - -- Boa - -- - - - -- - x - !+
- - t+ao PLUG INLET AND OUTLET OF EXIST.
2C_ -- - -- - -- BOREHOLE -- ---- - - - -- -- 10' PERMANENT k; 4' FORCEMAIN M
ACCORDANCE
DECK. EASEMENT x E 24770 SECTION 7 OB3(4j WSppT /APWA
° x _ _ 34' IE 248-08 1996 STANDARD SPECICATIONS THE OUTLET
BH -4 - -- ------ ------------ - - - - -- - - - - - -- - - - -- - - --- -7
w -- - -- CONCRETE, I Il� -Clt OF JONES
-- -------------- --------------- ----��- ;3" ORNAMENTAL . . OF THIE-4, �_01IONIN44S'lLOCA7ED IN THE
INSTALL NAYBALE / TREE HORSE v , 5 , AVE NE AND -E 20TH ST. 1TMS WORK SHALL
CHECK DAY y/ 1 TEMPORARY SCULPTURE NEW MANHOLE /Li i k ,`j BE`INCLtmEfi IN LUMP SUM PRICE BID FOR
(DETAIL ON SHEET 5 " EASEMENT TEMMPORARILY j CONNECT EXIST. i Q h AB�ON EXISTING PUMP STATION.
m BOUNDARY ATE 2. PVC ('^
HYDR06EED ALL AREAS) -` . IF ECESSARY MANHOLE , TO rn III � H
DISTURBED BY CONSTRUCTION i GARAGE WOOD MIETLAND i [ i ' [[I FORCEMAIN G {S O W Oh�rA
f DECK BOUNDARY
o
TAX LOT 3200
RESTORE LAWN AND LANDSCAPING HOUSE (1800
IMPROVEMENT 70 PREOONSTRUCTION I 2 6' ipwE
CONDITION, PROVE NEW TOPSOIL , BIRCH I i
AND SOD FOR DAMAGED BY L'ONS�`iRUCTKfN, THIS S \ I ; EXPIRES 8/21/03
SOD RESTORATION SHALL BE IN THE I I 2" ORNAMENTAL 0 I m
EXISTING IMPROVED LAWN OF THIS PARCEL.
w tl
NO 7E.-
THE EASEMENT AREAS FOR CONSTRUCTION EASEMENT AREA
SHALL BE MARKED PRIOR TO CONSTRUCTION PROFILE
COMMENCING AND SHALL BE MAINTAINED AT
ALL TIMES WHILE WORKING OUTSIDE OF THE
RIGHT -OF- WA Y
9 +00 10 +00 11 +00
.
250:
- ----- --- -- - - - --- - -
------ --- - - - - -- --- - - - - -- - - - - - - . ----- -- - - - -- - .... ..
240: 11. +. 21.38, :.1.8'- .L T. ..... .
MH 2 ST
NEW =48" MH =
23C: RIM ' 252.09:
- . - - - - -- --- - - - - -- ------ - - - - -- -------------- - --------- ---------- -------------------- ---- 1E- 8 "-N - -= -- 8 245.64 .........
lE 8" W = :24652 246.54
IE 8 E = 0 245.69
220:
AS .-BUILT - [
...... ............. . . . . .. .... r�
HSO` IL T
AS —BUILT RECORD PROVIDED
BY BEN V. PETERSEN PLS 1 7676
W ,a _a p _ -met ON OCTOBER 11, 2002 No. REVISION
_ Y
NE 20TH ST
PROFILE
"c" -` �°'""` "''� " ", _® CITY OF
, 2002 MAY
JDH R E N TO N
JDH NIGATE LIFfSTATION ELIMINATION
a ®� DATUM
- Dmc - - Planning/Building/Public Works Dept. S -4
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I NOTES
1. THE TRENCH PLUGS SHALL EXTEND 2 FEET
BELOW THE BOTTOM OF THE SEWER
PIPE TRENCH BY 3 FEET EITHER SIDE OF
THE TRENCH, BY 3 FEET ABOVE THE
ELEVATION OF THE CROWN OF THE PIPE
TRENCH PLUGS SHALL BE A MINIMUM OF 3
FEET IN LENGTH.
CONTROL DENSITY FILL
TRENCH PLUG
N.T.S.
(FILL MATERIAL
VE SOILS
TROL DENSITY FILL
MIN_ 4" ASPHALT
CONCRETE (2 LIFTS)
12"
6" `
i ��
6" MINIMUM CRUSHED
SURFACING TOP COURSE �
_ JOINT MUST
AW —CUT
Y Xi }X X.X.X.xXV�:xx.xx \' SUBSEQUENT BACKFILL MATERIAL
(NATIVE IF APPROVED BY ENGINEER)
OR IMPORT PER SECTION 9- 03.9(3)
STREET PATCHING CRUSHED SURFACING BASE COURSE
N.T.S.
1. ALL TRENCHES IN ROADWAY AREAS SHALL BE BACKRI I ED AND PATCHED
PER SPECIAL PROVISION 5 -06.1 AT THE END OF EACH WORK DAY.
THIS WORK SHALL BE INCIDENTAL TO ALL TRENCH RESTORATION WORK.
2- THE FINAL SAWCUT JOINT SHALL BE A MINIMUM OF (1) ONE FOOT BEYOND
THE UNDISTURBED EDGE OF THE TRENCH_
3. ALL ASPHALT PATCH AREA OUTSIDE OF PAY LIMIT SHOWN SHALL
BE CONSIDERED INCIDENTAL TO OTHER ITEMS OF WORK.
4. ALL TEMPORARY PATCHES ON TRENCHES SHALL BE PERMANENTLY
PATCHED WITHIN (2) TWO WEEKS OF COMPLETION OF WORK WITHIN
THE ROADWAY AREA UNLESS APPROVED BY THE ENGINEER.
ssf� ruerA� rw ,.r MAY 2002
_ "`ry"gL NOT TO SCALE °� `° "'"°° CITY OF
OH -� R E N TO N HIGATE LIFE STATION ELIMINATION
JD" I D DETAILS AND SECTIONS
Planning /Building /Public Works Dept.
DMC
REVISION BY DATE APPR .n L UG MA
�"" °"' SCANNED R 2 S M 5 -6
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BACKFILL MATERIAL
NATIVE SOILS
72"
\ \,
BACKFILL MATERIAL
WITHIN THE RIGHT —OF —WAY
72"
AS SHOWN IN PATCHING DETAIL
24"
IMPORTED BACKFILL MATERIAL
PER SECTION 9- 03.9(3)
m 8" SANITARY SEWER
6-
PIPE BEDDING MATERIAL
AS SPECIFIED IN 9 -03.16
8" SANITARY SEWER
6"
EXCAVATION OF UNSUITABLE SOIL AND
ua
BACKFILL OF FOUNDATION MATERIAL (IF NECESSARY)
DEPTH AS APPROVED BY ENGINEER.
MATERIAL SHALL MEET SECTION
PIPE BEDDING MATERIAL
9- 03.9(1) BALLAST
1 AS SPECIFIED IN 9 -03.16
L 6^
EXCAVATION OF UNSUITABLE SOIL AND
1_ ALL UNSUITABLE MATERIALS EXCAVATED FROM THE TRENCH SHALL BE REMOVED,
BACKFILL OF FOUNDATION MATERIAL (IF NECESSARY)
HAULED AND DISPOSED. EXCAVATION SHALL BE REPLACED WITH FOUNDATION,
BEDDING AND BACKFILL MATERIALS AS SHOWN IN TRENCH BACKFILL DETAIL AND
DEPTH AS APPROVED BY ENGINEER.
MATERIAL SHALL MEET SECTION
COMPACTED IN ACCORDANCE WITH SPECIFICATIONS
9- 03.9(1) BALLAST
2. ALL TRENCHES IN ARTERIAL STREET ROADWAY AREAS SHALL BE BACKFILLED
AND PATCHED WITH TEMPORARY ASPHALT AT END OF EACH WORK DAY.
1_ ALL UNSUITABLE MATERIALS EXCAVATED FROM THE TRENCH SHALL BE REMOVED,
SANITARY SEWER BACKFILL
HAULED AND DISPOSED. EXCAVATION SHALL BE REPLACED WITH FOUNDATION,
WITHIN RIGHT -OF -WAY DETAIL
N.T.S.
N.T.S.
BEDDING BACKFILL DETAIL AND
COMPACTED DINBACCORD ACCORDANCE MATERIALS SPECIFICATIONS.
SANITARY SEWER BACKFILL
WITHIN WETLAND DETAIL
N_T S.
f �
1
I NOTES
1. THE TRENCH PLUGS SHALL EXTEND 2 FEET
BELOW THE BOTTOM OF THE SEWER
PIPE TRENCH BY 3 FEET EITHER SIDE OF
THE TRENCH, BY 3 FEET ABOVE THE
ELEVATION OF THE CROWN OF THE PIPE
TRENCH PLUGS SHALL BE A MINIMUM OF 3
FEET IN LENGTH.
CONTROL DENSITY FILL
TRENCH PLUG
N.T.S.
(FILL MATERIAL
VE SOILS
TROL DENSITY FILL
MIN_ 4" ASPHALT
CONCRETE (2 LIFTS)
12"
6" `
i ��
6" MINIMUM CRUSHED
SURFACING TOP COURSE �
_ JOINT MUST
AW —CUT
Y Xi }X X.X.X.xXV�:xx.xx \' SUBSEQUENT BACKFILL MATERIAL
(NATIVE IF APPROVED BY ENGINEER)
OR IMPORT PER SECTION 9- 03.9(3)
STREET PATCHING CRUSHED SURFACING BASE COURSE
N.T.S.
1. ALL TRENCHES IN ROADWAY AREAS SHALL BE BACKRI I ED AND PATCHED
PER SPECIAL PROVISION 5 -06.1 AT THE END OF EACH WORK DAY.
THIS WORK SHALL BE INCIDENTAL TO ALL TRENCH RESTORATION WORK.
2- THE FINAL SAWCUT JOINT SHALL BE A MINIMUM OF (1) ONE FOOT BEYOND
THE UNDISTURBED EDGE OF THE TRENCH_
3. ALL ASPHALT PATCH AREA OUTSIDE OF PAY LIMIT SHOWN SHALL
BE CONSIDERED INCIDENTAL TO OTHER ITEMS OF WORK.
4. ALL TEMPORARY PATCHES ON TRENCHES SHALL BE PERMANENTLY
PATCHED WITHIN (2) TWO WEEKS OF COMPLETION OF WORK WITHIN
THE ROADWAY AREA UNLESS APPROVED BY THE ENGINEER.
ssf� ruerA� rw ,.r MAY 2002
_ "`ry"gL NOT TO SCALE °� `° "'"°° CITY OF
OH -� R E N TO N HIGATE LIFE STATION ELIMINATION
JD" I D DETAILS AND SECTIONS
Planning /Building /Public Works Dept.
DMC
REVISION BY DATE APPR .n L UG MA
�"" °"' SCANNED R 2 S M 5 -6
ROLL 179 FR I
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%OR•MAT10N Of SCOUR HOLE
SECTION
4x4 =OS-S : STRAW BALES WIRED TO WIRE
-i41RE lJ'PS ?RE at,1 MESH FENCE & S'AKED 2•
t O- °OSTS INTO THE GROUND.
LOW'
i
pp
OOOC>
O
PLAN
STRAW BALE CHECKS
N.T.S.
GENERAL NOTES
1. VERTICAL CONTROL DATUM BASED ON USC&GS.
2. UTILITY CROSSING LOCATIONS AND ELEVATIONS SHALL BE DETERMINED BY THE
CONTRACTOR IN ADVANCE OF ANY CONSTRUCTION ACTIVITIES.
3. EXISTING PRIVATE IMPROVEMENTS (INCLUDING BUT NOT LIMITED TO FENCES,
STRUCTURES, SCULPTURES, LANDSCAPING, ETC.) SHALL BE TEMPORARILY
RELOCATED AND PERMANENTLY REPLACED TO ACCOMODATE SERVICE CONSTRUCTION.
4_ STATIONING SHOWN IS DEFINED BY THE CONTROL POINTS.
5. ALL MANHOLES SHALL HAVE LOCKING LIDS_
6. PROVIDE AS —BUILT INFORMATION SHOWNING ALL INVERT AND RIM ELEVATIONS.
7_ INSTALL SEWER MAIN AND SERVICES A MINIMUM 2' FROM PARALLEL GAS LINES
WHERE CONFLICT OCCURS.
8. ALL CEMENT CONCRETE DRIVEWAYS AND ALLEY APPROACHES SHALL BE 10* THICK.
5. THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF ALL UTILITIES
PRIOR TO CONSTRUCTION_ CONTRACTOR SHALL COORDINATE RELOCATION WITH
UTILITY OWNER IF REQUIRED.
10. THE MATERIAL PRESENTED ON THIS DRAWING IS FOR REFERENCE ONLY. SOME OF
THE DETAILS OR INFORMATION PRESENTED ON THIS DRAWING MAY NOT BE
REQUIRED AS PART OF THIS CONTRACT.
11. PROPERTY LINES ARE SHOWN FOR REFERENCE ONLY.
12. CITY OF RENTON STANDARD DETAILS ARE LOCATED WITHIN THE BOUND
CONTRACT SPECIFICATIONS.
13. TRENCH SAFETY AND SHORING SHALL MEET ALL OSHA AND WISHA STANDARDS.
TRENCHES SHALL BE SEALED TO PREVENT ENTRY DURING NON— WORKING HOURS.
14. WHERE UTILITY PIPE LINE VERTICAL SEPARATION IS LESS THAN (1) ONE FOOT,
INSERT ETHAFOAM HS 600 PLANK —FOAM BOARD OF EQUAL AS CLEARANCE
SEPARATION.
15. THE LIMITS OF THE CONSTRUCTION EASEMENTS SHALL BE MARKED PRIOR TO
CONSTRUCTION AND MAINTAINED THROUGHOUT THE CONSTRUCTION PROCESS.
WHILE WORKING ON PRIVATE PROPERTY, NO CONSTRUCTION EQUIPMENT OR
PERSONNEL SHALL WORK OUTSIDE OF THESE LIMITS.
16. ALL WORK SHALL CONFORM WITH THE STATE AND FEDERAL PERMITS FOR THIS
PROJECT. COPIES OF THESE PERMITS ARE CONTAINED WITHIN THE BOUND
CONTRACT DOCUMENTS.
17. ALL WORK WITHIN THE WETLAND AND WETLAND BUFFER
SHALL BE COMPLETED BEFORE OCTOBER 1, 2002.
GRASS SEEDED SIDE SLOPES
3
3
3:1 SIDE SLOPES
3:1 SIDE SLOPES
3, -0"
FLAT BOTTOM
3:1 SIDE SLOPES
DITCH
_ IMPROVED SECTION
N.T.S.
18" STEEL CASING PIPE
ENDS OF CASING .REMOVE WELDED CAP,
INSTALL 'UTILITY PIPEAND INSULATORS,
AND SEAL UTILITYPIPE TO CASING WITH
CASCADE SYSTEMCCESCASING END SEAL
OR APPROVED EQUAL (TYPICAL)_
— OUTSIDE DIAMETER OF JOINT BELL
CASING INSULATOR USE 3 PER
20' OF PIPE (CALPICO INC.,
CASCADE WATERWORKS MFG. CO.,
OR APPROVED EQUAL)
1. INSULATORS SHALL BE MECHANICALLY CLAMPED TO PIPE:
CUSHION BETWEEN PIPE AND INSULATOR SHALL BE LINED
WITH RUBBER OR PVC; INSULATOR SHELL SHALL BE A
MINIMUM 14 GAUGE STAINLESS STEEL, LOW DEFLECTION
UNDER COMPRESSION, AND HIGH RESISTANCE TO ABRASION;
INSULATORS SHALL BE MANUFACTURED BY CASCADE
WATERWORKS MFG. CO_, CALPICO, INC., OR AN APPROVED EQUAL.
2. CONTRACTOR IS RESPONSIBLE FOR EXCAVATION SLOPE STABILITY
AND DEWATERING DURING ALL UTILITY INSTALLATION.
SEWER CASING DETAIL
N.T.S.
"C"&` CITY O F
NOT TO SCALE 0� QL MO "m "9°' N
DH RENTON
JDH o�c rFxrn' DATUM
" Mc "i�`uu I Planning /Building /Public Works Dept.
F IIDT OIE IIC11
REVISION BY DATE APPR •^ L '""•"°°"
ROLL 179 FRIZ I Y„
CARRIER PIPE
J A
HIGATE LIFE STATION ELIMINATION
DETAILS AND SECTIONS
SCANNED MAR 2 8 2M
MAY 2002
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