HomeMy WebLinkAboutS-202303EXISTING 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