HomeMy WebLinkAboutzS-2023SetZ
D400 W
/® ° o lN SPBARMKINNG S P dSTFORY M �5 1 W =e ) 1\STRM & UNE S IOIRy W
49 T
rrS�y &v k50UT
.31 48 WBT
A
/a
r
. HORIZONTAL DATUM: E 1660400.00 J
WASHINGTON COORDINATE SYSTEM, NORTH ZONE
2
VERTICAL DATUM:' 40 20. o 40 6o eo
NATIONAL GEODETIC VERTICAL DATUM 1929
iSCALE 1'='40'' $
c�1Ds�,uied -ro k3 -�u� ft kT,a� fQbl�.
m CIX2REClEO LI
® ADOED PONEF
BUILDING T-
ZS ND.
E 1659800.00
s
B NGNNARK o
El.a IT
IF N A
NON C_ S
MH
15
BO �I 0226'
o PlV \
IV COPo y1
CONC g. W °4 h b�
CONCRETE FOOTING
XI CGNC.
AEL( �UBUOO9
cft
CDVCREIE ING +e
6 5 h
CONC h DUN MAE GONC °„PI KV
CDNC B' MLTAL SLELyE
IB• SIV IJ19
PoT 8,88.55
TOP IB.g
BOT�,8116 CENCNLNRK
]B61Po1 2 X
N
RIN I64Z
l TOPI$28i. BOT Ia
lX 4YV
12- J�J` Spa NO wPES IuIBU -.
I
LEGEND
b SURFACE CAP
o BENCH MARK
®M9 WATER VALVE
GUARD POST
O DECIDUOUS TREE (SIZE NOTED)
O MANHOLE (TYPE AS NOTED)
CATCH BASIN
®HELL MONITORING WELL
'a FIRE HYDRANT
-A- COMPRESSED AIR
,PD G P�v POWER
CITY OF RENTON DEPA
RTMENT OF PUBLIC WORKS
23 '�0 *L Iaao SITE TOPO
LIFT STATION INSTALLATION
:ATION 3 PIVS MG DBB 8/2/91 DesICNED: HDA KCM GATE: �9 FlLE MR, 5T5 5T5 LINES, AND MG DBB 9/3/91 om-- HDA KCM
)4 CHECKED: - SCALE; -40
REVISION BY APPR. GATE APPROVED: SHEET: .z, OF;, 8
f 1680000.00 J
r
cB l
l�
c Nw iBBS B
BUILD
&V Po PWE) E
5 T
BOOR /96a BOOR IS W
�VAULT
PoORI�10 ftR 8 �
�PN4T / CONC
PIV D S)E[C 4 �
�I� �
UB PIV
C BPS
ETFC VAInT\.` 6' C
APT g
JI Y
BSU. NIIN f P
CO C
' CONC
OF WA CONC o Y
`9}h, A
9Q, L
`q> +90 9
9 +
VII\\ M1
CBI /865 ANU Of WBR O +
V'tr +
q•y tr tr5 trC V
�q 4 qIP /y4iq /.SyN /f CPA2 W
WkLS2 %NNIG ^ � g
t
ASPHALT s
\ \
\, \
CONCRETE F
s'� C
4.
+ \
\ \
FOOTING M
METAL Ch
z. HIGH awcK B
4 o
2 STOBY B1zIC
I6,B6B
°gets 4
4_03 K BUIING A
ILD1ArG`01
BN E
AR I
N ® �NGN4aKPLERS /
/ ® A
S Q R
8BT l6,
/NCNMARA• 1 4
MEµ DJANOAOINC DOCK
> �„ 11; 6
6CONCflEIE FOOIIN s o
oA 1 1
0.7 ASPLLALi ^� 9
9? W
WNC44 "
BLpC,y- CONC COQ b ON C
CONC •
\q¢yb 5
5 6 4
/64 9
1�h '
'01 o
op
E16CORk M
— T
T 80T 41641 /
/B.OJ 6
6.9. P
19.16
MN/ E
TOp T
r.\ P
PoT' IT 28 BRVN 8
80I 16.18 8.
f 166 V
bTE Q�±9 /
E 1659800.00
s
B NGNNARK o
El.a IT
IF N A
NON C_ S
MH
15
BO �I 0226'
o PlV \
IV COPo y1
CONC g. W °4 h b�
CONCRETE FOOTING
XI CGNC.
AEL( �UBUOO9
cft
CDVCREIE ING +e
6 5 h
CONC h DUN MAE GONC °„PI KV
CDNC B' MLTAL SLELyE
IB• SIV IJ19
PoT 8,88.55
TOP IB.g
BOT�,8116 CENCNLNRK
]B61Po1 2 X
N
RIN I64Z
l TOPI$28i. BOT Ia
lX 4YV
12- J�J` Spa NO wPES IuIBU -.
I
LEGEND
b SURFACE CAP
o BENCH MARK
®M9 WATER VALVE
GUARD POST
O DECIDUOUS TREE (SIZE NOTED)
O MANHOLE (TYPE AS NOTED)
CATCH BASIN
®HELL MONITORING WELL
'a FIRE HYDRANT
-A- COMPRESSED AIR
,PD G P�v POWER
CITY OF RENTON DEPA
RTMENT OF PUBLIC WORKS
23 '�0 *L Iaao SITE TOPO
LIFT STATION INSTALLATION
:ATION 3 PIVS MG DBB 8/2/91 DesICNED: HDA KCM GATE: �9 FlLE MR, 5T5 5T5 LINES, AND MG DBB 9/3/91 om-- HDA KCM
)4 CHECKED: - SCALE; -40
REVISION BY APPR. GATE APPROVED: SHEET: .z, OF;, 8
r rr
I
b
o
SEE NOTE A2 4 -20 BUILDING
SEE NOTE Ql SEE NOTE AS 11
1 -SEE NOTE ,& HYDRANT HYDRANT 11 SEE NOTE &
SEE NOT HYDRANT HS H10 Hb1 11
COLUMN LINES 10"HPW- - - - - _ - - i
S@STS- - _- _- F-' STS- _...} - - - _ S _ 8"ST$- _ 1- - - - - 2- 8 STS_
5-- 18"575- -- -�- - - -I- - _FI- - - - 1 - - -18 ^STS - - � 18"575 - - -I _STS- - r
- T -I I '
.FACE OF� 1 2 J 42a2 ,yy ABANDON 4 CW I'.. 2 ,y T:' 2 2 IN CE . I• ° i srs- zSTS-- ------- 1z °sTS - - - J - -_ FM- sf•' -' - -�- - _ - - 4'_FM.-- - - - -
5-.'- 10"HPW - - -. - - - - _ W -HPW I• - , y.HPW 1 �FM- - o' PW y B' HPW - - -
- -- -- - '--- - --- -- - --- --
5- - -8"AF -I I- - _ - - - - - / AF- - - -AF-k'' - -'� AF / � L e"AF i
i r
` I I REMOVE
I� SEE NOTE A5 -
CAP 4 "CW SEE NOTE 4Q SUMP SEE NOTE Qq - SAWCUT 1' WEST
S- _g'CW_l - 1 1- J 1 OF BUILDING FACE
I i O SEE NOTE Q3 1
�... a a .SEE NOTE L
SEE NOTE Q.
4 a
' 1 � � � REMAINING FLOOR SLAB AND FOUNDATION OF
REMAINING FLOOR SLAB AND FOUNDATION OF - BUILDING 4 -01 (BUILDING PREVIOUSLY DEMOLISHED)
BUILDING 4 -03 (BUILDING PREVIOUSLY_ DEMOLISHED) 41/
SITE DEMOLITION PLAN P
SCALE: 1.. =40'. IV
NOTES
1Q REMOVE 6' THICK CONCRETE BUILDING SLAB,
SUMPS, AND PITS TO 3'-0" BELOW. FINISHED
:. GRADE. REMOVE GRADE BEAMS 'COMPLETELY.
LEAVE PILE CAPS WHEN ALL PARTS OF THE CAP
ARE 3'-V' OR - GREATER BELOW` FINISHED' GRADE.
SEE 4-01, 4-03 BUILDING AS- BUILT''.DRAWINGS.
2Q CAP EXISTING 6' FORCE MAIN IN EACH
DIRECTION IN MECHANICAL MEZZANINE.
3Q. REMOVE SEWAGE LIFT STATION PIT AND PLUG
EXISTING DRAIN LINES'. WITH LEAN CONCRETE.
4Q REMOVE EXISTING RAIN LEADERS AND PLUG -
ADJACENT TO MAIN WITH LEAN CONCRETE.
VERIFY NUMBER AND LOCATION WITH OWNERS
REPRESENTATIVE.
SQREMOVE EXISTING POST INDICATOR VALVES; BID ALTERNATE #1
PIPING, AND RISER. FIRE HYDRANT TO REMAIN
OPERATIONAL. SEE DETAIL 1/C204.
6Q REMOVE EXISTING POST INDICATOR VALVES,
PIPING, AND RISER.. SEE DETAIL 2/C2Q4.
GENERAL NOTES
1. LOCATIONS OF EXISTING PIPING RUNS AND
FIXTURES ARE TAKEN FROM AS -BUILT DRAWINGS
AND SITE SURVEYS. LOCATIONS AND
CONFIGURATIONS ARE TO BE CONSIDERED
APPROXIMATE. EXERCISE EXTREME CAUTION
DURING EXCAVATION IN ORDER TO AVOID DAMAGE
TO EXISTING UTILITIES. SEE SITE SURVEY
DRAWING SHEET C2 FOR ADDITIONAL
INFORMATION ON SURFACE FEATURES.
2. CONTRACTOR WILL TAKE STEPS TO INSURE ALL
UTILITIES HAVE BEEN .PROPERLY DISCONNECTED,
REROUTED, OR PROTECTED BEFORE DEMOLITION.
3. CONTRACTOR SHALL MINIMIZE DISRUPTIONS TO
EXISTING UTILITIES AND TRAFFIC FLOW.
4. MAINTAIN FENCING AROUND CONSTRUCTION AREA
AT ALL TIMES.
5. IF CONTRACTOR ENCOUNTERS LEAKING TANKS OR
EXISTING SOIL CONTAMINATION, THF. CONTRACTOR
SHALL IMMEDIATLY NOTIFY THE OWNERS
REPRESENTATIVE. ALL EXCAVATION MATERIAL
SHALL BE EXAMINED BY. FACILITIES
ENVIRONMENTAL REPRESENTATIVES PRIOR TO
DISPOSAL OFF SITE.
6. NOTE LOCATION AND ELEVATION OF ABANDONED
PIPING AND PITS ON THE RECORD DRAWING.
7. CONTRACTOR TO COORDINATE SHUT DOWN OF
WATER SYSTEM WITH BOEING FIRE PROTECTION.
LEGEND
EXISTING.
• POST. INDICATOR VALVE
H FIRE HYDRANT
-- -CW - -- COLD WATER
- . - -A - -- COMPRESSED AIR
-- -AF - -- AUXILIARY FIREMAIN
- -- STS - -- STORM DRAIN
-- -FM - -- FORCED WASTE MAIN
- -- HPW - -- HIGH PRESSURE WATER MAIN
AREA OF CONCRETE. DEMOLITION
c
BLDG 4-21
COL LINE S
C fO54AA6W-AoAs- Bvi(fAvai1a6je, AREA OF DEMOLITION
KEY PLAN CITY OF RENTON
DEPARTMENT OF PUBLIC WORKEi Kramer, m & Mayo, Inc. c• M 1917 First Avenue SITE DEMOLITION PLAN
RECOMMENDED RECOMMENDED w.:.,, <F.J FOR APPROVAL FORAPPROVAL y� rSC Seattle, Washington 98101 SEWAGE LIFT STATION INSTALLATIO
�A PERRENTON 'PWD REVIEW COMMENTS SDN 10/18/91 DESIGNED: SDN
BY�ulleyy-- ?.PtR�s4�= �'^ !iI tA9/ BY_ /IOY� 4A7 YL�pt� 91 E f.• �' ontEi 10/23/91 FlLE wwE:RENM09V
wA7 ER UTILITY EN6fNEEl4 Pp aF S LaE ;,,;i QQ PER RENTON PWD RENEW COMMEMS SDN 71/8/91 DRnWN: DV.
PLFN RF_VIEW F Ci - CHECKED: A'B sDUE:AS NOTED Pwe
Q _ 3 NO. REVISION 9Y APPR. - DATE APPROVED: SHEEP: - C2
w
w
w
w
w
w
w
w
w w
z
z
J
z
J
z
J
z
J
z
J
z
J
z
J
z z
J J
J
z
z
z
z
z
z
z
z
z z
J
J
J
J
J
=
J
J
= J
0
O
0
0.
O
O
O
O O
I
U
1
r rr
I
b
o
SEE NOTE A2 4 -20 BUILDING
SEE NOTE Ql SEE NOTE AS 11
1 -SEE NOTE ,& HYDRANT HYDRANT 11 SEE NOTE &
SEE NOT HYDRANT HS H10 Hb1 11
COLUMN LINES 10"HPW- - - - - _ - - i
S@STS- - _- _- F-' STS- _...} - - - _ S _ 8"ST$- _ 1- - - - - 2- 8 STS_
5-- 18"575- -- -�- - - -I- - _FI- - - - 1 - - -18 ^STS - - � 18"575 - - -I _STS- - r
- T -I I '
.FACE OF� 1 2 J 42a2 ,yy ABANDON 4 CW I'.. 2 ,y T:' 2 2 IN CE . I• ° i srs- zSTS-- ------- 1z °sTS - - - J - -_ FM- sf•' -' - -�- - _ - - 4'_FM.-- - - - -
5-.'- 10"HPW - - -. - - - - _ W -HPW I• - , y.HPW 1 �FM- - o' PW y B' HPW - - -
- -- -- - '--- - --- -- - --- --
5- - -8"AF -I I- - _ - - - - - / AF- - - -AF-k'' - -'� AF / � L e"AF i
i r
` I I REMOVE
I� SEE NOTE A5 -
CAP 4 "CW SEE NOTE 4Q SUMP SEE NOTE Qq - SAWCUT 1' WEST
S- _g'CW_l - 1 1- J 1 OF BUILDING FACE
I i O SEE NOTE Q3 1
�... a a .SEE NOTE L
SEE NOTE Q.
4 a
' 1 � � � REMAINING FLOOR SLAB AND FOUNDATION OF
REMAINING FLOOR SLAB AND FOUNDATION OF - BUILDING 4 -01 (BUILDING PREVIOUSLY DEMOLISHED)
BUILDING 4 -03 (BUILDING PREVIOUSLY_ DEMOLISHED) 41/
SITE DEMOLITION PLAN P
SCALE: 1.. =40'. IV
NOTES
1Q REMOVE 6' THICK CONCRETE BUILDING SLAB,
SUMPS, AND PITS TO 3'-0" BELOW. FINISHED
:. GRADE. REMOVE GRADE BEAMS 'COMPLETELY.
LEAVE PILE CAPS WHEN ALL PARTS OF THE CAP
ARE 3'-V' OR - GREATER BELOW` FINISHED' GRADE.
SEE 4-01, 4-03 BUILDING AS- BUILT''.DRAWINGS.
2Q CAP EXISTING 6' FORCE MAIN IN EACH
DIRECTION IN MECHANICAL MEZZANINE.
3Q. REMOVE SEWAGE LIFT STATION PIT AND PLUG
EXISTING DRAIN LINES'. WITH LEAN CONCRETE.
4Q REMOVE EXISTING RAIN LEADERS AND PLUG -
ADJACENT TO MAIN WITH LEAN CONCRETE.
VERIFY NUMBER AND LOCATION WITH OWNERS
REPRESENTATIVE.
SQREMOVE EXISTING POST INDICATOR VALVES; BID ALTERNATE #1
PIPING, AND RISER. FIRE HYDRANT TO REMAIN
OPERATIONAL. SEE DETAIL 1/C204.
6Q REMOVE EXISTING POST INDICATOR VALVES,
PIPING, AND RISER.. SEE DETAIL 2/C2Q4.
GENERAL NOTES
1. LOCATIONS OF EXISTING PIPING RUNS AND
FIXTURES ARE TAKEN FROM AS -BUILT DRAWINGS
AND SITE SURVEYS. LOCATIONS AND
CONFIGURATIONS ARE TO BE CONSIDERED
APPROXIMATE. EXERCISE EXTREME CAUTION
DURING EXCAVATION IN ORDER TO AVOID DAMAGE
TO EXISTING UTILITIES. SEE SITE SURVEY
DRAWING SHEET C2 FOR ADDITIONAL
INFORMATION ON SURFACE FEATURES.
2. CONTRACTOR WILL TAKE STEPS TO INSURE ALL
UTILITIES HAVE BEEN .PROPERLY DISCONNECTED,
REROUTED, OR PROTECTED BEFORE DEMOLITION.
3. CONTRACTOR SHALL MINIMIZE DISRUPTIONS TO
EXISTING UTILITIES AND TRAFFIC FLOW.
4. MAINTAIN FENCING AROUND CONSTRUCTION AREA
AT ALL TIMES.
5. IF CONTRACTOR ENCOUNTERS LEAKING TANKS OR
EXISTING SOIL CONTAMINATION, THF. CONTRACTOR
SHALL IMMEDIATLY NOTIFY THE OWNERS
REPRESENTATIVE. ALL EXCAVATION MATERIAL
SHALL BE EXAMINED BY. FACILITIES
ENVIRONMENTAL REPRESENTATIVES PRIOR TO
DISPOSAL OFF SITE.
6. NOTE LOCATION AND ELEVATION OF ABANDONED
PIPING AND PITS ON THE RECORD DRAWING.
7. CONTRACTOR TO COORDINATE SHUT DOWN OF
WATER SYSTEM WITH BOEING FIRE PROTECTION.
LEGEND
EXISTING.
• POST. INDICATOR VALVE
H FIRE HYDRANT
-- -CW - -- COLD WATER
- . - -A - -- COMPRESSED AIR
-- -AF - -- AUXILIARY FIREMAIN
- -- STS - -- STORM DRAIN
-- -FM - -- FORCED WASTE MAIN
- -- HPW - -- HIGH PRESSURE WATER MAIN
AREA OF CONCRETE. DEMOLITION
c
BLDG 4-21
COL LINE S
C fO54AA6W-AoAs- Bvi(fAvai1a6je, AREA OF DEMOLITION
KEY PLAN CITY OF RENTON
DEPARTMENT OF PUBLIC WORKEi Kramer, m & Mayo, Inc. c• M 1917 First Avenue SITE DEMOLITION PLAN
RECOMMENDED RECOMMENDED w.:.,, <F.J FOR APPROVAL FORAPPROVAL y� rSC Seattle, Washington 98101 SEWAGE LIFT STATION INSTALLATIO
�A PERRENTON 'PWD REVIEW COMMENTS SDN 10/18/91 DESIGNED: SDN
BY�ulleyy-- ?.PtR�s4�= �'^ !iI tA9/ BY_ /IOY� 4A7 YL�pt� 91 E f.• �' ontEi 10/23/91 FlLE wwE:RENM09V
wA7 ER UTILITY EN6fNEEl4 Pp aF S LaE ;,,;i QQ PER RENTON PWD RENEW COMMEMS SDN 71/8/91 DRnWN: DV.
PLFN RF_VIEW F Ci - CHECKED: A'B sDUE:AS NOTED Pwe
Q _ 3 NO. REVISION 9Y APPR. - DATE APPROVED: SHEEP: - C2
EXISTING 6' FORCE MAIN -
DOWN TO EXISTING LIFT
STATION AT COLUMN M11 c 1.
4" FORCE MAIN DOWN - 6 n N
CONNECT TO EXISTING, SEE C203 z z z z = z z j z z z
z z z z z z z z - z J
PIPING IN MECH MEZZANINE
SEE q
0 0 0 0 0 0 0 0 0 0 0
O O O O O v O v O O O
C201
°o EXISTING FM
Y1 FOR PIPING THIS q° CAFETERIA \ T
AREA, SEE
a C203 e A -20 BUILDING
a FOR FLOOR AND WALL SEE PARTIAL PLAN C203 \ PROVIDE CLEANOUTS ON
PENETRATIONS ABANDONED POWER ATI T 2" HUB \ i�' ALL BRACH LINES
SE FOR PIPING THIS AREA DUCT TO DEMOLISHED
\ \ 1 -4 1 BUILDING 4 -01 &' (7 TYp
CAP EXIST IN / C202 7 4 -03 ) BUILDING 4 -20 NORTH WALL
MECH MEZZANINE �F�1' -CO 1 1 2 1 HPW ABANDONED
IL - - IN PLACE (TYP) 1
COLUMN LINE S
�� I - -- 1 - -- - - -i �� - - -_ ass- - -1 SS - -- - -9 -- g5T5 =_- IH - 10HPW2 e"SS == - -_ -5i
5-' -1N'STS -I- - - -- -I-I- - - - - - 1 -1- - - - - -I -I - i- - - - - -I -� -srs- - - - - -I - - -1�9T5-
--
BUILDING DING , I 2"W 2„W, 2„ W, I I• 2 "W 12 "W
DOOR 16 , JJ4 "CW_ I I _1 40 I T70'±-' _ J_J_ _ _ _ _ _
DOOR '.15 - _FM_ ~(t _ - I -� -. 12_x- Ir -I - .STS- -i I -1� I -- - TI 1- _17srs _ _
$- - 10"HPW - T - - - - _- I- - -I - FIA HPW --'-' 1 — -FM - I = - ,10"HPWT - - ._ - 4 "FM 6'HPW -
1- - - -VAF- - - - -- - - �i_AF ' AF- - - - AF - - - - -- -- 9"AF - --
w SLOPE i i 6"W i
SEE NOTE 15 CO. (TYP) - - - - -t - — - - -- - — - _ — - 6.W� - - - - PAVEMENT CUT LINE
I� FLOW STS ABANDONED
4 "FM LIFT STATION, IN PLACE (TYP) CLEANOUT (TYP),
a O 1 POWER CONDUIT I SEE SHT C202 FLUSH WITH EXIST GRADE,
1- Wcw- - - - - SEE 1&2 IN TRENCH ANDe SEE SEE C (6 TYP) A SEE C 02
I E e D C 5 -B '2.1
e
I C203 C203 C203 I 020 1 &2 C203 C203
u
C20 TYP
CONNECTION TO STRUCTURAL
'..�� SUPPORTING MEMBER TO
BE SAME FOR VERTICAL,
I DIAGONAL AND LONGITUDINAL
SITE PLAN �� 5 /e"INSERT (USE EXIST IN
SCALE: NONE N 2 1/2 x2 1/2 x16 CA INSTALLED) BEAMS WHERE
- LONGITUDINAL DIAGONAL
® 80'. OC MAX
.ASPHALT CONCRETE ` PAVEFULL WIDTH OF -i 5 /6'ROD
AREA WHERE SLAB
(3 "MIN) REPLACEMENT HAS BEEN REMOVED
PATCH TO BE 1" II
THICKER THAN FINAL JOINT MUST BE DIAGONAL ANGLE
- -' PREVIOUSLY EXISTED. -- - SAW -.CUT - 2" x2 x16 G - -I
ADD PIPE SLEEVE THAT HAS
AN ID 1/4" LARGER THAN
EXISTING 3/6' BOLT TO ANGLE OD OF BOLT
ASPHALT CONCRETE 6" ° TMIN.I CRUSHED
SURFACING TOP, COURSE "ELCErI" HANGER
ROD CUP
4" FORCE MAIN - +
SURFACE - COMPACT SUBGRADE
SUBGRADE -
EXISTNG PAVEMENT.. ASPHALT CONCRETE PATCH TYP FORCE AIN
RAVEL BASE, a e° ° e RESTORATION' SEE OVER PREPARED GRADE 2 SEISMIC' PIPE BRACING �1
8" LIFTS, 959. MAX D.D. ° B g DETAILS 3 &4
SCALE: NONE C201
Q e 8 e z THIS SHEET SCALE: '. NONE C201
COMPACTION b
_ .FINAL JOINT: TO SEE NOTE 17 AND 13 CEMENT CONIC (6'MIN) i9'-D
6^ BE SAW -CUT REPLACEMENT PATCH TO
4 "FM (WHERE I #p5 x31 NG a BE 1 "THICKER THAN 9' -6" TYP
APPLICABLE) VERTICAL TRENCH '6OWEL BARS _ _ PREVIOUSLY EXISTED. CONTROL PANEL
6" SUPPORT SYSTEM ®i6'OC (TYP) - LOCATION (SEE 0 O
BY CONTRACTOR OMIT DOWELS +- ELEC DWGS) -
BEDDING AS REQUIRED FOR EXISTING
8" LIFTS, 95% ASPHALT PAVEMENT EXISTING ASPHALT CONCRETE PAD / 5'4 \ / 5'0 \\
COMPACTION Z' OR 6" DRILL AND GROUT INTO OR. CEMENT ' 4• -12 I b
GRAVITY WASTE EXISTING SLAB 6" CONC PAVEMENT SEE NOTES 6 O VALVE PUMP 1
AND. 10 (° BOX / r- SUMP m
iv S E 6' MIN CRUSHED �.
r a
is SEE SPEC NOTE: BOLLARD D
SURFACING TOPCOURSE
UNDISTURBED - CONIC SHALL MEET THE. - (g Typ) � � �___________ .'
NATIVE MATERIAL ' OD +1.0'MAX REQUIREMENTS OF SECTION 5 -OS - 3" O
OF WSDOT -APWA FOR 3 -DAY MIX. COMPACT SUBGRADE
SEE NOTE 14 WITH ONE PIPE 12" EXPANSION JOINT - YVENT UP, 3' ABOVE
TYPICAL PIPE CEMENT CONCRETE PATCH TYP GRADE ro GOOSENECK O
TRENCH SECTION OVER PREPARED GRADES LIFT STATION PLAN 5
SCALE: NONE C201 SCALE: NONE C201 SCALE: NONE 0201
GENERAL NOTES
LOCATIONS OF EXISTING PIPING RUNS AND
FIXTURES ARE TAKEN FROM AS -BUILT DRAWINGS
AND SITE SURVEYS. LOCATIONS ARE TO BE
CONSIDERED APPROXIMATE. EXERCISE EXTREME
CAUTION DURING EXCAVATION IN ORDER
TO AVOID DAMAGE TO EXISTING UTILITIES.
SEE SITE SURVEYS FOR ADDITIONAL INFORMATION
ON SURFACE FEATURES.
CONSTRUCTION NOTES
1. BOLLARDS AROUND SUMP AND VALVE BOX.
5 "0 STEEL PIPE 5'-6" LONG WITH 2000 PSI
CONCRETE CORE. HEIGHT ABOVE SURROUNDING
PAVEMENT 4' -C". SET IN 12"0, 18" DEEP
2000 PSI CONCRETE BASE. PAINT POSTS
SAFETY YELLOW FSC -23655 - SEE SPEC
SECTION 09900.
2. PROVIDE'NECESSARY STEEL PLATES TO COVER
TRENCHES TO MAINTAIN TRAFFIC DURING
CONSTRUCTION.
3. SHORING AND DEWATERING MAY BE REQUIRED
FOR TRENCHING AND LIFT STATION
EXCAVATION.
4. SLOPE ALL GRAVITY PIPING TOWARD PUMP
SUMP AT 1 /8" /FT MINIMUM.
5. CONTRACTOR TO PATCH TRENCH EXCAVATION
AREAS PER DETAILS 1 THRU 4 THIS SHEET.
6. CONCRETE PAD ONLY SHALL BE INDENTIFIED BY
A FOUR INCH (4 ") WIDE BORDER PAINTED
YELLOW SAFETY (FSC - 23655). AND, IN ADDITION,
DIAGONALLY STRIPED AT FORTY FIVE DEGREES
WITH LINE OF WIDTH AND SPACING APPRORIATE
TO THE SIZE OF THE AREA. SEE SPEC
SECTION 09900 2.02A.
7. PROVIDE 12 GUARD POSTS A,=ND PIV TO
BE FIELD LOCATED BY ENGINEER.
8. UNLESS OTHERWISE NOTED, USE ASPHALT
CONCRETE PATCHING FOR ALL SURFACES
DISTURBED BY THE :CONSTRUCTION WORK.
9. PROVIDE COMPACTED BACKFILL MATERIAL TO
REPLACE MATERIAL REMOVED FOP. DEMOLITION
PER SPEC SECTION 2223 3.01 B4 OR CLASS B.
10. REINFORCE LIFT STATION SLAB WITH #4 BARS
0 12" EACH DIRECTION.
11. PROVIDE THRUST BLOCKS ON GRAVITY MAIN
SIMILAR TO THAT SHOWN ON C204.
12.IF ASPHALT OVERLAY IS 'PRESENT, PATCH WITH A
LAYER OF ASPHALT SAME DEPTH.
13. ALL CONSTRUCTION LATERAL JOINTS AT 15' MAX
SPACING TO ALIGN WITH EXISTING SLAB JOINTS.
14. PROVIDE GEOTEXTILE FOR WIDTH OF TRENCH AND
ABBREVIATIONS /LEGEND
A
COMPRESSED AIR
AF
AUXILIARY FIRE MAIN
AFF
ABOVE FINISHED FLOOR
APPROX
APPROXIMATELY
BLDG
BUILDING
CO
CLEANOUT
CW
COLD WATER
CIA
DIAMETER
EST
ESTIMATED
EXIST
EXISTING'
FM
FORCED WASTE MAIN
GA
GAUGE
GM
GRAVITY WASTE MAIN
HWL
HIGH WATER LEVEL
HPW
HIGH PRESSURE WATER MAIN
CC
ON CENTER
OD
OUTSIDE DIAMETER
REQ'D
REQUIRED
SHT
SHEET
STS
STORM SEWER
TY P
TYPICAL
W
WASTE
- - - -
-- EXISTING PIPING, BURIED
EXISTING PIPING, ABOVE GRADE
— —
— NEW PIPING, BURIED
NEW PIPING, ABOVE GRADE
BLDG 4-21
COL LINE S
%nu�Rar�e�i 71 Rs- 1Buiti" Au. ikbl,--
I AREA OF CONSTRUCTION
KEY PUN
S -2 2
D --
CITY OF RENTON
DEPARTAS);NT OF PUBLIC WORKS
KCMseattle, Kramer, Ch1n &Mayo, Inc.
RECOMMENDED M1icG . 1917 First Avenue SITE PLAN, SECTION, AND DETAILS
RECOMMENDED FOR APPROVAL "SEWAGE LIFT STATION INSTALLATIOIS
FoR APPROVAL � J / Washington 98101
g1�.tiplJl(�FP�i(Sral RENTON PWO RENEW COMMENTS SDN 10/18/91 DESIDNED: SDN DATE: 10/23/91 mE NANE:RENMIIV
BV ��c..<[ I L /9/ Wqs fEWATER VjIGIry Er+4 /HEK�R _ -- Pp a�ii '� QQ PER RENTON PWD REVIEW COMMENTS SDN 11/8/91 DMWN: DV
PL RN REVIEW f .s �� cHECxsD: ACB scu.E: NONE DGn000x:
\.A.xD -/C -7nli ' -f ND. XENSIDN BY APPR. DATE MPROYFD: ______ ________ SHEEP: 0201