P2-450529_WASH-00-COMPILATION-RTA_(Edited).pdf
PDF 37 MB Posted
- Attached to
- Repair Failed Vehicle Washrack Pumps and Controls, located at Joint Base Lewis McChord, Tacoma, WA
- Solicitation number
- W912DW18B0014
About this file
P2 4505 WASH-00-COMPILATION DRAWINGS-RTA
View the file
Other files
Show all 11
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
3R D D
IV
IS
IO
N D
R
2N D D
IV
IS
IO
N D
R
JA
C
K S O
N A
V E
IN
TE
RSTATE
TO
T
ACO
M
A
TO O
LYMPIA
PENDLETON BLVD
LOGISTICS
CENTER
CENTER
MEDICAL
ARMY
MADIGAN
LAKE
SEARS
AIRFIELD
GRAY ARMY
4T H D
IV
IS
IO
N D
R
AMERICAN
LAKE
LEWIS MAIN
INTE
RSTATE
EXIT 120ACCESS ROUTE
JBLM LOGISTICS GATE
S T D
IV
IS
IO
N D
R
JBLM NORTH GATE
NORTH
LEWIS
LEWIS MAIN GATE
JBLM
4T H D
IV
IS
IO
N D
R
S T R Y K E R A
V E N U E
EAST GATE DR.
PIT
BORROW
GAAF
DATE AND TIME PLOTTED: 6/7/2018 DESIGN FILE: I:\AECDesigns\FY16_P2-450529_WASH\02 Design\BIM_CAD\General\FY16_P2-450529_WASH_G-001CVR.dgn
P re p a re d b y
P ro je c t
M a n a g e r
R e v ie w e d b y
A p p ro v e d b y
C h ie f, D e s ig n B ra n c h
R e c o m m e n d e d b y
F il e N o
S o li c it a ti o n N o
D a te of Engineers US Army Corps
S u b m it te d b y
D a te
D a te
D a te
D a te
D a te
Seattle District
C h ie f, E le c tr ic a l/
M e c h a n ic a l S e c ti o n of Engineers
US Army Corps
IDENTIFICATION
SHEET
Seattle District
C h ie f, S p e c s a n d T e c h R e v ie w
C h ie f, E n g in e e ri n g D iv
S E
A T
T L E
W A
S H
IN
G T
O N
S E
A T
T L E D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
G-001
A REDUCED PRINT. REDUCE SCALE ACCORDINGLY.
IF SHEET MEASURES LESS THAN 22" X 34" IT IS
J o
A N
N T
W A
L L S P .E s /2
-6
-0
T
IT
L E L
O C
A T
IO
N A
N D V
IC
IN
IT
Y M
A P
S
PROJECT VICINITY MAP
NTS
MT. VERNON
EVERETT
TACOMA
OLYMPIA
SKAGIT BAY
POSSESION SOUND
PUGET SOUND
CARR INLET
CASE INLET
N
IS
Q U
A L L Y R
E A C
H
B U
D D
IN
L E
T
Y A
B D
N E
S N
W O
T T
R O
P
BELLINGHAM BAY
LUMMI BAY
SAMISH BAY
BAY
PADILLA
R O
S A
R
IO
S
T R
A
IT
SEMIAHMOO BAY
BOUNDARY BAY
STRAIT OF GEORGIA
SALISH SEA
T R
IN
C O
M A
LI C
H A N
N E L
B R I T I S H C O L U M B I A
W A S H I N G T O N
I D A H O
O R E G O N
MONTANA
BELLINGHAM
ABERDEEN
YAKIMA
SEATTLE
KENNEWICK
WALLA WALLA
PULLMAN
LEWISTON
SPOKANE
COLVILLE
JBLM
BRIDGEPORT
MCNARY DAM
YTC
WENATCHEE
PORTLAND
LA GRANDE
DWORSHAK DAM
N
OCEAN
PACIFIC
ELLENSBURG
DAM
LIBBY
MUD MOUNTAIN DAM
PROJECT LOCATION MAP
NTS
PROJECT
G U
Y L
G R
E E
N P .E
R O
B E
R T D P
A U
L S
O N
A N
IL
L
N
IS
A R
G A
N D P .E
J O
H N J
M A
C
IE
J E
W S
K I
F Y P
-4
W
A S
H
J O
IN
T B
A S
E L
E W
IS
M
C C
H O
R D
W A
S H
IN
G T
O N
WASHRACK REPAIRS
JOINT BASE LEWIS MCCHORD, WASHINGTON
/0
/1
/0
/1
/0
/1
/0
/1
/0
/1
FY16 P2-450529 WASH
W A
S H
R A
C K R
E P
A
IR
S
PROJECT SITE
LEWIS NORTH
PROJECT SITE
(SOUTHEAST)
EAST DIVISION AREA
PROJECT SITE
(SOUTHWEST)
3RD BRIGADE AREA
J
U N
E
SHEET
IDENTIFICATION
D R
A W N
B Y:
D
ES
I G N
B Y:
SB
M
T
BY
SI
ZE
FI
LE
N
AM
E:
D
AT
E :
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
US
A
RM
Y
CO
RP
S O
F
EN
G
IN
EE
RS
SE
AT
TL
E
DI
ST
RI
CT
C
KD
B Y:
US ARMY CORPS OF
ENGINEERS ®
" X
4"
FI
LE
N U
M
BE
R
PL
O
T
SC
AL
E:
PL
O
T D
AT
E:
1 2 3 4 5
D
C
B
A FY
P 2-
W
AS
H
SEATTLE DISTRICT
SE
AT
TL
E, W
AS
HI
NG
TO
N s/
2 1 4-
-0
J
U N
E
W
AS
H
R
AC
K R
EP
AI
R S
JO
IN
T
BA
SE
L
EW
IS
-M cC
H O
R D
, W
AS
H
IN
G
TO
N
R . P
A U
LS
O N
6/ 8/
:4
6:
A M
C :\U se rs
\ G 3E
N E B
S9 \D oc um en ts
\F Y1
6_ P 2
-4
9_
W
AS
H _ P
M _C
EN
TR
AL
_G
3E N
EB
S9
.rv t
6/ 8/
0:
:2
AM
SO
U
TH
ER
LI
N
SO
U
TH
ER
LI
N
G-002
DR
AW
IN
G
I N
DE
X
XX
X
YY
Y
FY16 P2-45059 WASH DRAWING INDEX
SHEET ID SHEET TITLE
P-603 PLUMBING SCHEDULES III
P-701 WASH PUMP CONTROLS
P-702 FILTER PUMP CONTROLS
P-901 PIPING SCHEMATIC I
P-902 PIPING SCHEMATIC II
P-903 WASH PUMP PIPING DIAGRAM
14 MECHANICAL
M-001 LEGEND AND ABBREVIATIONS
M-101 LEWIS NORTH HVAC PLAN
M-102 EAST DIVISION AREA (SE) & 3rd BRIGADE AREA (SW) PUMPHOUSE HVAC PLANS M-103 EAST DIVISION AREA (SE) & 3rd BRIGADE AREA (SW) CONTROL BLDG HVAC PLANS
M-501 HVAC DETAILS
M-601 HVAC SCHEDULES
M-701 HVAC CONTROLS
15 ELECTRICAL
E-001 ELECTRICAL LEGEND AND ABBREVIATIONS
E-002 SITE DETAILS
E-003 ELECTRICAL DETAILS
E-004 LUMINAIRE DETAILS
ED-101 EAST DIVISION AREA ELECTRICAL FLOOR PLANS - DEMOLITION
ED-102 EAST DIVISION AREA ONE-LINE DIAGRAM & MCC ELEVATION - DEMOLITION
ES-101 SITE PLAN - EAST DIVISION AREA
E-101 EAST DIVISION AREA FLOOR PLANS
E-102 EAST DIVISION AREA ONE-LINE DIAGRAM AND MCC ELEVATION
E-103 PANEL SCHEDULES EAST DIVISION AREA
E-104 PANEL SCHEDULES MCC EAST DIVISION
ED-201 3RD BRIGADE AREA ELECTRICAL FLOOR PLANS - DEMOLITION
ED-202 3RD BRIGADE AREA ONE-LINE DIAGRAM & MCC ELEVATION - DEMOLITION
ES-201 SITE PLAN - 3RD BRIGADE AREA
E-201 3RD BRIGADE AREA ELECTRICAL FLOOR PLANS
E-202 3RD BRIGADE AREA ONE-LINE DIAGRAM AND MCC ELEVATION
E-203 PANEL SCHEDULES 3RD BRIGADE AREA
E-204 PANEL SCHEDULES MCC - 3RD BRIGADE
ED-301 LEWIS NORTH AREA LOAD CENTER DEMOLITION
ED-302 LEWIS NORTH AREA ONE-LINE DEMOLITION
ES-301 SITE PLAN - LEWIS NORTH AREA
E-301 LEWIS NORTH AREA ELECTRICAL FLOOR PLANS
E-302 LEWIS NORTH AREA ONE-LINE DIAGRAM
E-303 PANEL SCHEDULES LEWIS NORTH AREA
FY16 P2-45059 WASH DRAWING INDEX
SHEET ID SHEET TITLE
01 GENERAL
G-001 TITLE, LOCATION AND VICINITY MAPS
G-002 DRAWING INDEX
05 CIVIL
C-001 LEGEND, ABBREVIATIONS AND GENERAL NOTES
C-002 ACCESS AND HAUL ROUTE PLAN - SOUTHEAST EAST DIVISION AREA WASH RACK FACILITIES BLDG 3560 C-003 ACCESS AND HAUL ROUTE PLAN - SOTHWEST 3RD BRIGADE AREA WASH RACK FACILITIES BLDG 3925 - BID OPTION 1 C-004 ACCESS AND HAUL ROUTE PLAN - LEWIS NORTH AREA WASH RACK FACILITIES J0202 - BID OPTION 2
CS101 SITE PLAN 1 - EAST DIVISION AREA WASH RACK FACILITIES BLDG 3560
CS102 SITE PLAN 2 - EAST DIVISION AREA WASH RACK FACILITIES BLDG 3560
CS103 SITE PLAN 3 - EAST DIVISION AREA WASH RACK FACILITIES BLDG 3560
CS201 SITE PLAN 1 - 3RD BRIGADE AREA WASH RACK FACILITIES BLDG 3925 - BID OPTION 1 CS202 SITE PLAN 2 - 3RD BRIGADE AREA WASH RACK FACILITIES BLDG 3925 - BID OPTION 1 CS203 SITE PLAN 3 - 3RD BRIGADE AREA WASH RACK FACILITIES BLDG 3925 - BID OPTION 1 CD301 DEMOLITION PLAN 1 - LEWIS NORTH AREA WASH RACK FACILITIES J0202 - BID OPTION 2
CS301 SITE PLAN 1 - LEWIS NORTH AREA WASH RACK FACILITIES J0202 - BID OPTION 2
CS302 SITE PLAN 2 - LEWIS NORTH AREA WASH RACK FACILITIES J0202 - BID OPTION 2
CS303 SITE PLAN 3 - LEWIS NORTH AREA WASH RACK FACILITIES J0202 - BID OPTION 2
CP301 JOINT LAYOUT PLAN - LEWIS NORTH AREA WASH RACK FACILITIES J0202 - BID OPTION 2 CP302 JOINT LAYOUT ELEVATIONS - LEWIS NORTH AREA WASH RACK FACILITIES J0202 - BID OPTION 2
C-501 SECTIONS AND DETAILS
C-502 JOINT DETAILS
C-503 UTILITY DETAILS 1
C-504 UTILITY DETAILS 2
C-505 DETAILS 1
07 STRUCTURAL
S-001 GENERAL STRUCTURAL NOTES I
S-002 GENERAL STRUCTURAL NOTES II
S-101 STRUCTURAL - FOUNDATION PLAN
S-102 WATER POINT PIPE SUPPORT FOOTING - PLAN & SECTION
S-201 WATER POINT PIPE SUPPORT - ELEVATION
S-202 STRUCTURAL - FRAMING ELEVATIONS
S-203 STRUCTURAL - FRAMING ELEVATIONS 2
S-501 TYPICAL CONCRETE DETAILS
S-502 TYPICAL CMU DETAILS
S-503 STRUCTURAL FRAMING DETAILS
S-601 WIND LOAD DIAGRAM
08 ARCHITECTURAL
A-001 ABBREVIATIONS, SYMBOLS AND GENERAL NOTES
A-002 LIFE SAFETY SUMMARY
AD-101 EAST DIVISION AREA PUMP HOUSE DEMO
AD-102 EAST DIVISION AREA CONTROL BUILDING DEMO
AD-103 3RD BRIGADE AREA PUMP HOUSE DEMO
AD-104 3RD BRIGADE AREA CONTROL BUILDING DEMO
AD-105 LEWIS NORTH AREA PUMP HOUSE DEMO
A-101 FIRST FLOOR PLAN
A-102 ROOF PLAN
A-103 REFLECTED CEILING PLAN
A-201 NORTH AND SOUTH ELEVATIONS
A-202 EAST AND WEST ELEVATIONS
A-301 BUILDING CROSS SECTION
A-302 WALL SECTIONS
A-501 DOOR/WINDOW/LOUVER DETAILS
A-502 WALL/ROOF DETAILS
A-503 CEILING/MISCELLANEOUS DETAILS
A-504 FLASHING DETAILS
A-601 WALL TYPE SCHEDULE
A-602 DOOR/WINDOW/LOUVER SCHEDULES
A-603 SIGNAGE SCHEDULE
A-801 PERSPECTIVE VIEWS
12 PLUMBING
P-001 PLUMBING LEGEND AND ABBREVIATIONS
P-101 LEWIS NORTH PLUMBING PLANS
P-102 EAST DIVISION AREA (SE) & 3rd BRIGADE AREA (SW) PUMPHOUSE PIPING PLANS P-103 EAST DIVISION AREA (SE) & 3rd BRIGADE AREA (SW) CONTROL BUILDING PLUMBING PLANS
P-104 OWS PIPING PLANS I
P-105 OWS PIPING PLANS II
P-106 EAST DIVISION AREA (SE) & 3rd BRIGADE AREA (SW) PIPING PLANS
P-301 PIPING SECTIONS
P-501 PLUMBING DETAILS I
P-502 PLUMBING DETAILS II
P-503 PLUMBING DETAILS III
P-504 PLUMBING DETAILS IV
P-505 PLUMBING DETAILS V
P-506 PLUMBING DETAILS VI
P-507 PLUMBING DETAILS VII
P-601 PLUMBING SCHEDULES I
P-602 PLUMBING SCHEDULES II
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
AP
PR
BASE BID -- CLIN 002
BASE BID -- CLIN 002
BASE BID -- CLIN 002
BASE BID -- CLIN 003
BASE BID -- CLIN 003
BASE BID -- CLIN 003
BASE BID -- CLIN 003
BASE BID -- CLIN 003
BASE BID -- CLIN 003
BASE BID -- CLIN 003
* NOTE - All Bid "OPTION ITEMS" have been changed to base bid items. There are three sites noted as CLIN 001, 002 and 003 however any reference to these sites as Option Items in these plans should now be considered as a base bid item.
G3DD9RDP
Line
G3DD9RDP
Line
G3DD9RDP
Line
G3DD9RDP
Line
G3DD9RDP
Line
G3DD9RDP
Line
G3DD9RDP
Line
G3DD9RDP
Line
G3DD9RDP
Line
G3DD9RDP
Line
G3DD9RDP
Line
DRAFTING
SANITARY MANHOLE
NORTH ARROW
ABBREVIATIONS
CIVIL NOTES
NUMBER INDICATES DETAIL NO.
X
C-502
C-304
DIRECTION OF VIEW
NUMBER INDICATES ELEV OR DETAIL
PLATE NUMBER WHERE
SECTION/DETAIL IS DRAWN
STORM DRAIN MANHOLE
COMPANY UTILITY PHONE
LETTER INDICATES CIVIL SECTION
UTILITIES NOTES:
GENERAL NOTES:
N
GRAPHIC SCALE (FEET)
D
X
DETAIL IS DRAWN
PLATE NUMBER WHERE
0 30 60
COMCAST/XFINITY
COMMUNICATIONS
JBLM DPW
JBLM DPW
JBLM DPW
FERRELL GAS
QWEST COMMUNICATIONS
PUGET SOUND ENERGY
CALL-BEFORE-YOU-DIG
SPOT ELEVATION
BOLLARD
FIRE HYDRANT
GATE VALVE
LEGEND
6"
6"
WATER LINE & PIPE SIZE
CONSTRUCTION LIMITS
CHAIN LINK FENCE
CENTERLINE
CBCATCH BASIN
OIL/WATER SEPARATOR
S
GRADING CONTOURS
295.00 295.00
TRENCH DRAIN
ASPHALT PAVEMENT
EXISTING PROPOSED
STORM SEWER LINE & PIPE SIZE
D
C-001
A N
D G
E N
E R
A L N
O T
E S
L E
G E
N D
A B
B R
E V
IA
T
IO
N S
S K
R
IN
D E
CONTROL POINT
PORTLAND CEMENT CONCRETE PAVEMENT
6" W
SD
6"
O/W/S
P E
R R
Y B
A R
R E
T
SURFACING WILL BE HYDROSEEDED.
8. ALL UNPAVED AREAS DISTURBED, DUE TO CONSTRUCTION, WITHOUT DESIGNATED
CONDITION, UNLESS OTHERWISE INDICATED BY THE CONSTRUCTION DOCUMENTS.
EXISTING FEATURES DISTURBED DURING CONSTRUCTION TO THEIR ORIGINAL
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FULL RESTORATION OF ALL
ENTRANCES.
6. SITE ACCESS DURING CONSTRUCTION IS LIMITED TO STABILIZED CONSTRUCTION
PLANES UNLESS OTHERWISE NOTED.
SHALL BE INTERPRETED TO REFER TO HORIZONTALLY AND VERTICALLY PROJECTED
5. ALL DISTANCES SHOWN ON THE DRAWINGS AND DESCRIBED IN THE SPECIFICATIONS
PRESERVING THE INTEGRITY OF EXISTING SITE UTILITIES DURING CONSTRUCTION.
TO AVOID DAMAGE. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING AND
EXACT LOCATION OF ALL UTILITIES AND IMPROVEMENTS PRIOR TO EXCAVATION
IMPROVEMENTS ARE APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE
4. THE HORIZONTAL AND VERTICAL LOCATIONS OF EXISTING UTILITIES AND
REPAIRED BY THE CONTRACTOR AT NO COST TO THE OWNER.
3. ANY DAMAGE TO EXISTING SUBSURFACE OR SURFACE FACILITIES SHALL BE
TO PERFORMING ANY EXCAVATION.
A DIG PERMIT APPLICATION WITH FORT LEWIS DEPARTMENT OF PUBLIC WORKS PRIOR
UTILITY LOCATES IS: 1-800-424-5555. ADDITIONALLY, THE CONTRACTOR MUST SUBMIT
THE TIME STATED ON THE LOCATE TICKET. THE ONE-CALL PHONE NUMBER FOR
CHAPTER 19.122 RCW – UNDERGROUND UTILITIES. NO EXCAVATION MAY BEGIN UNTIL
UTILITY NOTIFICATION CENTER IN ACCORDANCE WITH STATE OF WASHINGTON LAW:
LOCATE REQUEST (CALL BEFORE YOU DIG) THROUGH THE STATE OF WASHINGTON
2. BEFORE EXCAVATION OR TRENCHING, CONTRACTOR SHALL SUBMIT A UTILITY
DISCREPANCIES WITH RESPECT TO THE PLANS.
WORK AND SHALL IMMEDIATELY NOTIFY THE COR OF ANY
1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD BEFORE STARTING
CARRIER
CENTER
ENTERPRISE
CABLE
NETWORK
SANITARY SEWER
STORMWATER
WATER
PROPANE/AIR
PHONE
NATURAL GAS
ONE CALL
WWF
WSDOT
W.S.
VAR
TYP
TOC, TC
THK
TEMP
S1
STD
STCJ
STA
SQ.
SPEC.
SLP
SECT
SE
SCH
REQD
R
PVMT
PVC
PT
PSI
PIV
PCC
POL
POE
POB
OHP
OD
OC
NTS
NO.
NIC
NFS
NAVD
NAD
N
MISC
MIN
MAX
MH
LG
LF
L
JBLM
IN
IE
GAAF
FW
FT
FL
FIG
FG
FFE
FES
FC
EXIST, EX
EW
ELEV, EL
EJ
E
DPW
DIP
DIA
DCJ
CTR
COR
CO
CJTB
CC
CB
BFP
BOC
BLDG NO.
B.C.
AC
WELDED WIRE FABRIC
TRANSPORTATION
DEPARTMENT OF
WASHINGTON STATE
WATER SURFACE
VARIES
TYPICAL
TOP OF CURB
THICK
TEMPORARY
NUMBER
AND MONUMENT AND
LAYOUT SURVEY CASE
STANDARD
CONTRACTION JOINT (TYP)
SAWED TRANSVERSE
STATION
SQUARE
SPECIFICATION
SLOPE
SECTION
SPOT ELEVATION
SCHEDULE
REQUIRED
RADIUS OF CURVE, REINFORCED PANEL
PAVEMENT
POLYVINYL CHLORIDE
PHYSICAL TRAINING
POUNDS PER SQUARE INCH
POST INDICATOR VALVE
PORTLAND CEMENT CONCRETE
PETROLEUM, OIL, LUBRICANTS
POINT OF ENDING
POINT OF BEGINNING
OVERHEAD POWER POLE
OUTSIDE DIAMETER
ON CENTER
NUMBER
NOT TO SCALE
NOT IN CONTRACT
NON-FROST SUSCEPTIBLE
NORTH AMERICAN VERTICAL DATUM
NORTH AMERICAN DATUM
NORTH
MISCELLANEOUS
MINIMUM
MAXIMUM
MANHOLE
LONG
LINEAL FOOT/FEET
LENGTH OF CURVE
JOINT BASE LEWIS McCHORD
INCH/INCHES
INVERT ELEVATION
GRAY ARMY AIRFIELD
FIRE WATER
FEET/FOOT
FLOWLINE
FIGURE
FINISHED GRADE
FINISHED FLOOR ELEVATION
FLARED END SECTION
FACE OF CURB
EXISTING
EACH WAY
ELEVATION
THICKENED EDGE EXPANSION JOINT
EAST
DEPARTMENT OF PUBLIC WORKS
DUCTILE IRON PIPE
DIAMETER
APPLICABLE.
LONGITUDINAL AND TRANSVERSE AS
DOWELED CONSTRUCTION JOINT ( TYP)
CENTER
OFFICER REPRESENTATIVE
USACE CONTRACTING
CLEAN OUT
W/ TIE BARS. FREE EDGE PANELS
LONGITUDINAL CONTRACTION JOINT
CURB CUT
CATCH BASIN
BACKFLOW PREVENTER
BOTTOM OF CURB
BUILDING NUMBER
BIORETENTION CELL
ASPHALT CONCRETE
(253)864-4293
(253) 966-1969
(253) 967-5237
(253) 967-5237
(253) 967-5237
(253) 261-2053
(253) 833-2343
(425) 392-6412
(800) 424-5555
W
SD
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
A N
S I
D
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S E
A T
T L E
W A
S H
IN
G T
O N
S E
A T
T L E D
IS
T R
IC
T
SEATTLE DISTRICT
:5
:2
P
M
P L
O T D
A T
E
P L
O T T
IM
E
/7 /2
DESIGN FILE: I:\AECDesigns\FY16_P2-450529_WASH\02 Design\BIM_CAD\Civil\Sheet files\FY16_450529_WASH_C-001 - LEGEND, ABBREVIATIONS AND GENERAL NOTES.dgn s /2
-6
-0
IDENTIFICATION
SHEET
F Y P
-4
W
A S
H
W A
S H
R A
C K R
E P
A
IR
S
J O
IN
T B
A S
E L
E W
IS
-M c C
H O
R D
W A
S H
IN
G T
O N
R O
B E
R T D P
A U
L S
O N
J
U N
E
C-002
B A
R R
E T
T
R
D D
IV
IS
IO
N D
R
N
D D
IV
IS
IO
N D
R
JA
C
K S
O N A
V E
IN
TE
R S
TA
TE
TO
T
A C
O M
A
TO O
LYMPIA
PENDLETON BLVD
LOGISTICS
CENTER
CENTER
MEDICAL
ARMY
MADIGAN
LAKE
SEARS
AIRFIELD
GRAY ARMY
T
H D
IV
IS
IO
N D
R
AMERICAN
LAKE
LEWIS MAIN
INTE
RSTATE
EXIT 120ACCESS ROUTE
JBLM LOGISTICS GATE
S
T D
IV
IS
IO
N D
R
JBLM NORTH GATE
NORTH
LEWIS
LEWIS MAIN GATE
JBLM
T
H D
IV
IS
IO
N D
R
S T R
Y K E
R A
V E
N U
E
EAST GATE DR.
HAUL ROUTE
PIT
BORROW
GAAF
N
C-002 NOT TO SCALE
HAUL ROUTE
COLORADO AVE
B A
R R
E T
T
P E
R R
Y
APPROXIMATELY 1.0 MILE.
2. HAUL ROUTE TO GRAY ARMY AIRFIELD BORROW PIT
1. ACCESS ROUTE APPROXIMATELY 3.50 MILES.
NOTE:
W A
S H R
A C
K F
A C
IL
IT
IE
S B
L D
G
S O
U T
H E
A S
T E
A S
T D
IV
IS
IO
N A
R E
A A
C C
E S
S A
N D H
A U
L R
O U
T E P
L A
N
BUILDING 3560 PROJECT AREA
WASH RACK FACILITIES
EAST DIVISION AREA
SOUTHEAST
EAST DIVISION AREA WASH RACK FACILITIES BLDG 3560
ACCESS AND HAUL ROUTE - SOUTHEAST
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps
S I
D
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S E
A T
T L E
W A
S H
IN
G T
O N
S E
A T
T L E D
IS
T R
IC
T
SEATTLE DISTRICT
:5
:4
P
M
P L
O T D
A T
E
P L
O T T
IM
E
/7 /2
DESIGN FILE: I:\AECDesigns\FY16_P2-450529_WASH\02 Design\BIM_CAD\Civil\Sheet files\FY16_450529_WASH_C-002 - ACCESS AND HAUL ROUTE PLAN - SOUTHEAST EAST DIVISION AREA WASH RACK FACILITIES BLDG 3560.dgn s /2
-6
-0
IDENTIFICATION
SHEET
F Y P
-4
W
A S
H
W A
S H
R A
C K R
E P
A
IR
S
J O
IN
T B
A S
E L
E W
IS
-M c C
H O
R D
W A
S H
IN
G T
O N
R O
B E
R T D P
A U
L S
O N
J
U N
E
C-003
A
R R
E T
T
R
D D
IV
IS
IO
N D
R
N
D D
IV
IS
IO
N D
R
JA
C
K S
O N A
V E
IN
TE
R S
TA
TE
TO
T
A C
O M
A
TO O
LYMPIA
PENDLETON BLVD
LOGISTICS
CENTER
CENTER
MEDICAL
ARMY
MADIGAN
LAKE
SEARS
AIRFIELD
GRAY ARMY
T
H D
IV
IS
IO
N D
R
AMERICAN
LAKE
LEWIS MAIN
INTE
RSTATE
EXIT 120ACCESS ROUTE
JBLM LOGISTICS GATE
S
T D
IV
IS
IO
N D
R
JBLM NORTH GATE
NORTH
LEWIS
LEWIS MAIN GATE
JBLM
T
H D
IV
IS
IO
N D
R
S T R
Y K E
R A
V E
N U
E
EAST GATE DR.
HAUL ROUTE
PIT
BORROW
GAAF
2nd DIVISION RANGE RD.
RAILROAD AVE
APPROXIMATELY 1.25 MILES.
2. HAUL ROUTE TO GRAY ARMY AIRFIELD BORROW PIT
1. ACCESS ROUTE APPROXIMATELY 3.50 MILES.
NOTE:
N
C-003 NOT TO SCALE
P E
R R
Y
B A
R R
E T
T
BUILDING 3925 PROJECT AREA
WASH RACKFACILITIES
3RD BRIGADE AREA
SOUTHWEST
B
ID
O
P T
IO
N
W A
S H R
A C
K F
A C
IL
IT
IE
S B
L D
G
S O
U T
H W
E S
T
R D B
R
IG
A D
E A
R E
C E
S S A
N D H
A U
L R
O U
T E P
L A
N
3RD BRIGADE AREA WASH RACK FACILITIES BLDG 3925
ACCESS AND HAUL ROUTE - SOUTHWEST
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps
S I
D
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S E
A T
T L E
W A
S H
IN
G T
O N
S E
A T
T L E D
IS
T R
IC
T
SEATTLE DISTRICT
:5
:0
P
M
P L
O T D
A T
E
P L
O T T
IM
E
/7 /2
DESIGN FILE: I:\AECDesigns\FY16_P2-450529_WASH\02 Design\BIM_CAD\Civil\Sheet files\FY16_450529_WASH_C-003 - ACCESS AND HAUL ROUTE PLAN - SOTHWEST 3RD BRIGADE AREA WASH RACK FACILITIES BLDG 3925 - BID OPTION 1.dgn s /2
-6
-0
IDENTIFICATION
SHEET
F Y P
-4
W
A S
H
W A
S H
R A
C K R
E P
A
IR
S
J O
IN
T B
A S
E L
E W
IS
-M c C
H O
R D
W A
S H
IN
G T
O N
R O
B E
R T D P
A U
L S
O N
J
U N
E
C-004
A
R R
E T
T
R
D D
IV
IS
IO
N D
R
N
D D
IV
IS
IO
N D
R
JA
C
K S
O N A
V E
IN
TE
R S
TA
TE
TO
T
A C
O M
A
TO O
LYMPIA
PENDLETON BLVD
LOGISTICS
CENTER
CENTER
MEDICAL
ARMY
MADIGAN
LAKE
SEARS
AIRFIELD
GRAY ARMY
T
H D
IV
IS
IO
N D
R
AMERICAN
LAKE
LEWIS MAIN
INTE
RSTATE
EXIT 120
ACCESS ROUTE
JBLM LOGISTICS GATE
S
T D
IV
IS
IO
N D
R
JBLM NORTH GATE
NORTH
LEWIS
LEWIS MAIN GATE
JBLM
T
H D
IV
IS
IO
N D
R
S T R
Y K E
R A
V E
N U
E
EAST GATE DR.
PIT
BORROW
GAAF
HAUL ROUTE
A ST
SOUTH DR
8th ST.
B A
R R
E T
T
P E
R R
Y
APPROXIMATELY 6.0 MILES.
2. HAUL ROUTE TO GRAY ARMY AIRFIELD BORROW PIT
1. ACCESS ROUTE APPROXIMATELY 2.50 MILES.
NOTE:
COLORADO AVE
N
C-004 NOT TO SCALE
B
ID
O
P T
IO
N
W A
S H R
A C
K F
A C
IL
IT
IE
S J
L E
W
IS
N
O R
T H A
R
C E
S S A
N D H
A U
L R
O U
T E P
L A
N
J0202 PROJECT AREA
WASH RACK FACILITIES
LEWIS NORTH AREA
NORTH
LEWIS NORTH AREA WASH RACK FACILITIES J0202
ACCESS AND HAUL ROUTE -
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps
S I
D
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S E
A T
T L E
W A
S H
IN
G T
O N
S E
A T
T L E D
IS
T R
IC
T
SEATTLE DISTRICT
:5
:3
P
M
P L
O T D
A T
E
P L
O T T
IM
E
/7 /2
DESIGN FILE: I:\AECDesigns\FY16_P2-450529_WASH\02 Design\BIM_CAD\Civil\Sheet files\FY16_450529_WASH_C-004 - ACCESS AND HAUL ROUTE PLAN - LEWIS NORTH AREA WASH RACK FACILITIES J0202 - BID OPTION 2.dgn s /2
-6
-0
IDENTIFICATION
SHEET
F Y P
-4
W
A S
H
W A
S H
R A
C K R
E P
A
IR
S
J O
IN
T B
A S
E L
E W
IS
-M c C
H O
R D
W A
S H
IN
G T
O N
R O
B E
R T D P
A U
L S
O N
J
U N
E
CS101
1N
CS101
0 40' 80'
' x
S A
N D F
IL
T E
R
' x
S A
N D F
IL
T E
R
BASIN
EQUALIZATION
POND
DETENTION
HOUSE
PUMP
BUILDING
SPRAY WASH
OIL SEPARATOR BASIN
SEDMENTATION AND
DRAIN
TRENCH
DRAIN
TRENCH
DRAIN
TRENCH
DRAIN
TRENCH
P-501
P-501
P-501
C-505
C-505
NO.9
ISLAND
NO.8
ISLAND
NO.7
ISLAND
NO.6
ISLAND
NO.14
ISLAND
NO.13
ISLAND
NO.5
ISLAND
NO.4
ISLAND
NO.3
ISLAND
NO.2
ISLAND
NO.1
ISLAND
93C-505
93C-505
93C-505
P-501
NO.12
ISLAND
NO.11
ISLAND
NO.10
ISLAND
C-505
C-505
NO.18
ISLAND
NO.16
ISLAND
NO.15
ISLAND
NO.17
ISLAND
C-505
C-505
C-505
C-505
C-505
SEE PLUMBING
FILTER PUMPS,
VAULT
SENSING
TURBIDITY
C-503
C-504
4" DIA PVC (TYP)
EXISTING
4" DIA PVC (TYP)
EXISTING
4TH DIVISION DRIVE
N
D D
IV
IS
IO
N D
R
IV
E
WEST DRIVE
S O
U T
H D
R
IV
E
W
W
W
SD
ASPHALT
ASPHALT
CONCRETE
RAMP
ANIMAL ESCAPE
S D
S D
SD
SD
S D
S D
SD
SD
SD
SD
S D
S D
S D
SD
SD
SD
SD
S D
S D
SD
SD
SD
SD
S D
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W W
W W
W W
W
W
W
W W
W W
W
W W
W W
W
W
W
W
W
W
W
W
W
W
F M
F M
F M
F M
F M F M
F M
F M
FM
FM
FM
FM
FM
FM
FM
FM
F M
F M F
M
F M
F M
F M F
M
F M
C-505
P-501
P-501
P-501
P-501
P-501
P-501
P-501
P-501
P-501
P-501
P-501
P-501
P-501
P-501
C-504
C-504
C-504
CONSTRUCTIO
N L
IM
ITS
C O
N S
T R
U C
T
IO
N L
IM
IT
S
B A
R R
E T
T P
E R
R Y
B A
R R
E T
T
P-505
P-505
TYP. 4 PLCS.
WATERPOINT
CATCH BASIN
WASTE OIL
IE = 301.00
IE = 300.00
IE = 305.80
IE = 306.00
307.00
IE =
P-506
SCALE: 1" = 40'
SEE SHEET ES101
TRANSFORMER
EXISTING
LEGEND
TANK
GROUND
ABOVE
INTERCEPTOR
OIL 8"
8"
C-505
TYP. 3 PLCS.
BUILDING
CONTROL
M-3
SS
SS
S S
S S
S S
S S
T-3
T-3
T-5
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
AMNESTY
WASTE OIL
A-603
A-603
A-603
A-603
A-603
A-603
A-603
A-603
AMNESTY
WASTE OIL
CONCRETE ISLAND
14 - DEMOLISH METER.
13 - PROVIDE NEW METER "M-3", VAULT, AND BFP.
12 - ADD LOCKING LID TO VALVE VAULT .
SENSOR/ALARM, FOR DETAIL SEE SHEET C-504.
11 - INSTALL SEDIMENT BUCKET IN TYPE 1 CATCH BASIN. ADD OIL
10 - BUILDING TO BE DEMOLISHED BY OTHERS.
& 6 SIGN PLACEMENT. SEE STRUCTURAL. REMOVE VEGETATION.
KEEPING FOUNDATIONS. REFERENCE SHEET C-505 FOR A-603 DET. 5
SHALL BE REPAINTED AND NUMBERED. REPLACE ALL TOWERS AND
ACCESS. SEE MECHANICAL AND PLUMBING. BULKHEADS TO REMAIN
VALVE BOX WITH 2 'x 2' LOCKING ACCESS COVER FOR WATER VALVE
SEE ELECTRICAL, REPLACE PIPING AND HOSES. PROVIDE
9 - REBUILD CONCRETE ISLANDS: REPLACE LOW LIGHTING WITH LED.
8 - RECONDITION ALL SIGNS ON SITE AS REQUIRED.
SEE PLUMBING P-503.
7 - CLEAN AND UPGRADE OIL/WATER SEPARATOR SYSTEM.
EGRESS.
6 - CLEAN / CLEAR EQUALIZATION BASIN. ADD RAMP FOR ANIMAL
5 - CLEAN / CLEAR DETENTION POND.
REFERENCE DRAWINGS.
FILTERS AND PIPING IN-KIND PER THE AS-BUILT INFORMATION PROVIDED ON THE
GRAVEL, SAND, CONCRETE, AND PIPE, TO AN OFF-SITE LOCATION. RECONSTRUCT SAND
SAND FILTER SITES. HAUL AND DISPOSE OF ALL SAND FILTER REFUSE, INCLUDING TREES,
4 - DEMOLISH EXISTING SAND FILTERS. CLEAR AND GRUB ALL TREES AND VEGETATION FROM
3 - REPLACE ALL CONCRETE ISLANDS. DO NOT DISTURB BULKHEADS OR TOWER FOUNDATIONS.
SEE ARCHITECTURAL, MECHANICAL, AND ELECTRICAL.
2 - REFURBISH CONTROL BUILDING INCLUDING CONTROL PANEL, UNISEX RESTROOM.
AND ELECTRICAL.
SEE ARCHITECTURAL, MECHANICAL, PLUMBING,
1 - REPAIR AND REFURBISH PUMP HOUSE.
KEYNOTES
REPLACE PAVEMENTS IN-KIND.
24 - SAWCUT AND REMOVE PAVEMENTS AS NECESSARY FOR REPAIRS.
NEW CHAIN LINK FENCE AND GATES IN-KIND.
23 - REMOVE AND DISPOSE ON CHAIN LINK FENCE AND GATE. CONSTRUCT
PROJECT SITE. REFER TO DRAWING P-902 AND REFERENCE DRAWINGS.
22 - REPLACE ALL PIPE VALVES AND VALVE BOXES IN-KIND ON THE
OF THE SAME NOMINAL SIZE, PRESSURE CLASS 350.
REPLACE EXISTING PIPE WITH RESTRAINED JOINT DUCTILE IRON PIPE
IN THE SAME HORIZONTAL AND VERTICAL ALIGNMENT AS EXISTING PIPE.
FLOW PIPE AND FITTINGS ON THE PROJECT SITE. INSTALL NEW PIPE
21 - BEGIN PIPE REPLACEMENT. REMOVE AND REPLACE ALL PRESSURE
20 - CLEAN OUT TURBIDITY SENSING VAULT
WITH CONCRETE PAD AND SIGN.
19 - ADD 500 GAL ABOVE GROUND TANK
18 - ADD OIL INTERCEPTOR.
WITH SIGN AND SPILLAGE BERM.
17 - ADD WASTE OIL CATCH BASIN
SEE DETAIL , PLATE P-503.
16 - ADD WASTE OIL AMNESTY WITH CONCRETE PAD AND SIGN.
15 - ADD WATERPOINT.
KEYNOTES (CONT.)
EAST DIVISION AREA WASH RACK FACILITIES BLDG 3560
SITE PLAN 1 - SOUTHEAST
W A
S H R
A C
K F
A C
IL
IT
IE
S B
L D
G
S T D
IV
IS
IO
N A
R E
A S
O U
T H
E A
S T
S
IT
E P
L A
N
PERCENT PASSING
PERCENTAGES BY WEIGHT: CLASS 1
REQUIREMENTS EXPRESSED AS
TO CONFORM TO THE FOLLOWING
3. FINE AGGREGATE SHALL BE GRADED
FOR AS-BUILT INFORMATION.
2. REFER TO REFERENCE DRAWINGS
FURNISHED MATERIALS.
CONTRACTOR AS GOVERNMENT
NOT BE PROVIDED TO THE
THEREFORE, A SURVEY WILL
SCOPE OF THIS PROJECT.
LAND SURVEY IS OUTSIDE THE
PRESENTATION. A PROFESSIONAL
DRAWINGS AND IS SCHEMATIC IN
DEVELOPED FROM AS-BUILT
1. THE SITE PLAN SHOWN WAS
NOTE:
P-501
P-501P-501
P-501
P-501
C-504
C-504
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps
S I
D
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S E
A T
T L E
W A
S H
IN
G T
O N
S E
A T
T L E D
IS
T R
IC
T
SEATTLE DISTRICT
:5
:2
P
M
P L
O T D
A T
E
P L
O T T
IM
E
/7 /2
DESIGN FILE: I:\AECDesigns\FY16_P2-450529_WASH\02 Design\BIM_CAD\Civil\Sheet files\FY16_450529_WASH_CS101 - SITE PLAN 1 - EAST DIVISION AREA WASH RACK FACILITIES BLDG 3560.dgn s /2
-6
-0
IDENTIFICATION
SHEET
F Y P
-4
W
A S
H
W A
S H
R A
C K R
E P
A
IR
S
J O
IN
T B
A S
E L
E W
IS
-M c C
H O
R D
W A
S H
IN
G T
O N
R O
B E
R T D P
A U
L S
O N
J
U N
E
4"
V
O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps
S I
D
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S E
A T
T L E
W A
S H
IN
G T
O N
S E
A T
T L E D
IS
T R
IC
T
SEATTLE DISTRICT
:5
:5
P
M
P L
O T D
A T
E
P L
O T T
IM
E
/7 /2
DESIGN FILE: I:\AECDesigns\FY16_P2-450529_WASH\02 Design\BIM_CAD\Civil\Sheet files\FY16_450529_WASH_CS201 - SITE PLAN 1 - 3RD BRIGADE AREA WASH RACK FACILITIES BLDG 3925 - BID OPTION 1.dgn s /2
-6
-0
IDENTIFICATION
SHEET
F Y P
-4
W
A S
H
W A
S H
R A
C K R
E P
A
IR
S
J O
IN
T B
A S
E L
E W
IS
-M c C
H O
R D
W A
S H
IN
G T
O N
R O
B E
R T D P
A U
L S
O N
J
U N
E
M
M
R R
E T
T
CS201
1N
CS201
S K
R
IN
D E
0 40' 80'
2nd DIVISION RANGE RD
91st DIVISION RD
117' x 121'
SAND FILTER
108' x 110'
SAND FILTER
DETENTION POND
HOUSE
PUMP
BASIN
EQUALIZATION
BUILDING
CONTROL
DRAIN
TRENCH
DRAIN
TRENCH
DRAIN
TRENCH
DRAIN
TRENCH
P-501
P-501
P-501 7
P-501
C-505
NO.6
ISLAND
NO.5
ISLAND
NO.4
ISLAND
NO.3
ISLAND
NO.2
ISLAND
NO.1
ISLAND
NO.15
ISLAND
NO.14
ISLAND
NO.13
ISLAND
NO.12
ISLAND
NO.11
ISLAND
NO.10
ISLAND
NO.9
ISLAND
NO.8
ISLAND
NO.22
ISLAND
NO.21
ISLAND
NO.20
ISLAND
NO.19
ISLAND
NO.18
ISLAND
NO.17
ISLAND
NO.16
ISLAND
C-503
BASIN
AND OIL SEPARATOR
SEDIMENTATION
BASIN
AND OIL SEPARATOR
SEDIMENTATION
C-503
4" DIA PVC (TYP)
EXISTING
P-501
C-505
RAMP
ANIMAL ESCAPE
P-501
FM
FM
FM
FM
FM
W
W
W
W
W
W
W
W
W
F M
F M
F M
F M
F M
W
W
W
W
W
W W
W
W
W
W
FM
F M
F M
W
W
W
W
W
W
SD
SD
S D
SS
SS
SS
SS
P E
R R
Y
S
KEYNOTES:
4 - CLEAN / CLEAR EQUALIZATION BASIN. PERFORM NECESSARY REPAIRS
SEE MECHANICAL.
7 - REBUILD CONCRETE ISLANDS: REPLACE LOW LIGHTING WITH LED. PROVIDE
NEW LED OVERHEAD LIGHTS. SEE ELECTRICAL. REPLACE PIPING AND HOSES.
PROVIDE VALVE BOX WITH 2' x 2' LOCKING ACCESS COVER FOR WATER VALVE
BE REPAINTED AND NUMBERED. REMOVE VEGETATION.
SEE PLUMBING AND ELECTRICAL.
10 - ADD LOCKING LID TO VALVE VAULT
11 - REFURBISH FILTER PUMPS. SEE PLUMBING AND SPECIFICATIONS.
WATERPOINT
P-505
C-505
TYP. 4 PLCS.
CATCH BASIN
WASTE OIL
IE =101.50
IE =101.30
IE = 101.00
IE = 100.50
IE = 102.20
P-506
SCALE: 1" = 40'
SEE ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL.
1 - REPAIR AND REFURBISH PUMP HOUSE. INSTALL NEW METER "M-3".
LEGEND
2 - REFURBISH CONTROL BUILDING INCLUDING CONTROL PANEL.
SEE ARCHITECTURAL, MECHANICAL AND ELECTRICAL.
INTERCEPTOR
OIL
8"
M-2
BFP-3
M-3
NO.7
ISLAND
T-3 T-3
T-3 T-3
T-6
M-38
P-501
CONNECT TO EXISTING
"BFP-3" IN NEW VAULT AT EXISTING METER LOCATIONS. ROUTE CONDUIT TELEMETRY.
8 - DEMO EXISTING WATER METER AND REPLACE WITH NEW METERS AND NEW BFPS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
C O
N S
T R
U C
T
IO
N L
IM
IT
S
C O
N S
T R
U C
T
IO
N L
IM
IT
FOR DETAIL SEE SHEET C-504.
9 - INSTALL SEDIMENT BUCKET IN TYPE 1 CATCH BASIN. ADD OIL SENSOR/ALARM,
AMNESTY
WASTE OIL
AMNESTY
OIL
WASTE
6 - RECONDITION ALL SIGNS ON SITE AS REQUIRED.
A-603
A-603
A-603
A-603
A-603
A-603
A-603
A-603
A-603
A-603
TANK
GROUND
ABOVE
SEE MECHANICAL AND PLUMBING. BULKHEADS TO REMAIN AND SHALL
ACCESS. REFERENCE C-505 FOR A-603 DET. 5 & 6 SIGN PLACEMENT
SHALL REMAIN.
2. ALL BULKHEADS ON ISLANDS
FURNISHED MATERIALS.
CONTRACTOR AS GOVERNMENT
NOT BE PROVIDED TO THE
THEREFORE, A SURVEY WILL
SCOPE OF THIS PROJECT.
LAND SURVEY IS OUTSIDE THE
PRESENTATION. A PROFESSIONAL
DRAWINGS AND IS SCHEMATIC IN
DEVELOPED FROM AS-BUILT
1. THE SITE PLAN SHOWN WAS
NOTE:
CONCRETE ISLAND
REFERENCE DRAWINGS.
REPAIRS IN-KIND PER THE AS-BUILT INFORMATION PROVIDED IN THE
3 - CLEAN / CLEAR DETENTION POND OF VEGETATION AND DEBRIS. PERFORM
THE REFERENCE DRAWINGS.
PERFORM REPAIRS IN-KIND PER THE AS-BUILT INFORMATION PROVIDED IN
TO ENSURE SATISFACTORY PERFORMANCE. ADD RAMP FOR ANIMAL EGRESS.
SAND AS NECESSARY. REFER TO REFERENCE DRAWINGS.
REMOVE AND REPLACE ABOVE GROUND PIPE AND FITTING IN KIND. REPLACE
18 - CLEAN SAND FILTERS: CLEAR ALL VEGETATION AND DEBRIS FROM FILTERS.
REFER TO DRAWING P-902 AND REFERENCE DRAWINGS.
DUCTILE IRON PIPE OF THE SAME NOMINAL SIZE, PRESSURE CLASS 350.
ALIGNMENT AS THE EXISTING PIPE. REPLACE PIPE WITH RESTRAINED-JOINT
EACH ISLAND. INSTALL NEW PIPE IN THE SAME HORIZONTAL AND VERTICAL
PIPE, FITTINGS, VALVES, AND VALVE BOXES FROM THE PUMPHOUSE TO
17 - BEGIN WATER PIPE REPLACEMENT. REMOVE AND REPLACE ALL WATER
16 - ADD 500 GAL ABOVE GROUND TANK WITH CONCRETE PAD AND SIGN
15 - ADD OIL INTERCEPTOR.
14 - ADD WASTE OIL CATCH BASIN WITH SIGNAGE AND SPILL BERM.
13 - ADD WASTE OIL AMNESTY WITH CONCRETE PAD AND SIGN.
12 - ADD WATERPOINT.
KEYNOTES (CONT.)
3RD BRIGADE AREA WASH RACK FACILITIES BLDG 3925
SITE PLAN 1 - SOUTHWEST
B
ID
O
P T
IO
N
W A
S H R
A C
K F
A C
IL
IT
IE
S B
L D
G
R
D B
R
IG
A D
E A
R E
A S
O U
T H
W E
S T
S
IT
E P
L A
N
F M
F M
5 - CLEAN AND UPGRADE OIL/WATER SEPARATOR SYSTEM.
PUMP ROOM
PROVIDE WCO W/SSL CAP
SS
W al l
S T R E E
TS
T
S T
ST
S T
S
6"
S
S
S
S
S
6"
S
6"
W al l
S T R E E T
W
W
W
W
W
W
W
W
W
S D
S D
S D
SD
S D
S
6"
S
S
S
S
S
6"
S
6"
8" PVC EL. 222.78
OUTLET OF SETTLEMENT POND
W
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps
S I
D
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S E
A T
T L E
W A
S H
IN
G T
O N
S E
A T
T L E D
IS
T R
IC
T
SEATTLE DISTRICT
:0
:1
P
M
P L
O T D
A T
E
P L
O T T
IM
E
/7 /2
DESIGN FILE: I:\AECDesigns\FY16_P2-450529_WASH\02 Design\BIM_CAD\Civil\Sheet files\FY16_450529_WASH_CD301 - DEMOLITION PLAN 1 - LEWIS NORTH AREA WASH RACK FACILITIES J0202 - BID OPTION 2.dgn s /2
-6
-0
IDENTIFICATION
SHEET
F Y P
-4
W
A S
H
W A
S H
R A
C K R
E P
A
IR
S
J O
IN
T B
A S
E L
E W
IS
-M c C
H O
R D
W A
S H
IN
G T
O N
R O
B E
R T D P
A U
L S
O N
J
U N
E
R R
E T
T
CD301
N
CD301
S K
R
IN
D E
0 30' 60'
SOUTH D
RIV
E
"A S
T R E E T
FACILITIES J0202
NORTH FORT WASH RACK
OIL/WATER SEPARATOR BASIN
SEDIMENTATION AND
ASP
HALT
GRAVEL D
RIV
E
LEWIS NORTH AREA WASH RACK FACILITIES J0202
DEMOLITION PLAN 1 -
FURNISHED MATERIALS.
CONTRACTOR AS GOVERNMENT
NOT BE PROVIDED TO THE
THEREFORE, A SURVEY WILL
SCOPE OF THIS PROJECT.
LAND SURVEY IS OUTSIDE THE
PRESENTATION. A PROFESSIONAL
DRAWINGS AND IS SCHEMATIC IN
DEVELOPED FROM AS-BUILT
1. THE SITE PLAN SHOWN WAS
NOTE:
ASPHALT
REMOVE
REMOVE ASPHALT
REMOVE CONCRETE
CURB AND TREE
REMOVE PAVEMENT, SIDEWALK ,
CURB AND TREE.
PAVEMENT, SIDEWALK,
REMOVE
LEGEND
SCALE: 1" = 30'
REMOVE CEMENT REINFORCED GRAVEL
GRAVEL
REINFORCED
CEMENT
REMOVE
WATER POINT
DEMOLISH
C O
N S T R
U C T
IO
N L
IM
IT
S
C O
N S T R
U C T
IO
N L
IM
IT
S
C O
N S T R
U C T
IO
N
LIM
IT
S
C O
N S
T R
U C
T
IO
N L
IM
IT
S B
ID
O
P T
IO
N
W A
S H R
A C
K F
A C
IL
IT
IE
S J
L E
W
IS
N
O R
T H A
R E
A D
E M
O L
IT
IO
N P
L A
N
SWING GATE GATE
SWING GATE GATE
SLIDE GATE
HORIZONTAL
TYP. 10 PLCS
TO BE REPLACED
CONCRETE ISLAND
ISLAND
CONCRETE
REMOVE
PERMANTENTLY
BUILDING
CONTROL
EXISTING
DEMO
ROOM FOOTPRINT
UNDER NEW CONTROL
EXISTING WATERLINE
REMOVE
CONCRETE
REMOVE
TOP OF METER EL. 229.21
TOP WATER METER CASE EL. 231.41
E 1,115,239.42
N 657,789.69
EXISTING METER
REMOVE
PUMP ROOM
PROVIDE WCO W/SSL CAP
SS
W al l
S T R E E T
W
W
W
W
W
W
W
W
W
S D
S D
S D
SD
S D
S
6"
S
S
S
S
S
6"
S
6"
8" PVC EL. 222.78
OUTLET OF SETTLEMENT POND
Survey Date: 1993
NGVD '29
NAD '83
W
M
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps
S I
D
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S E
A T
T L E
W A
S H
IN
G T
O N
S E
A T
T L E D
IS
T R
IC
T
SEATTLE DISTRICT
:0
:5
P
M
P L
O T D
A T
E
P L
O T T
IM
E
/7 /2
DESIGN FILE: I:\AECDesigns\FY16_P2-450529_WASH\02 Design\BIM_CAD\Civil\Sheet files\FY16_450529_WASH_CS301 - SITE PLAN 1 - LEWIS NORTH AREA WASH RACK FACILITIES J0202 - BID OPTION 2.dgn s /2
-6
-0
IDENTIFICATION
SHEET
F Y P
-4
W
A S
H
W A
S H
R A
C K R
E P
A
IR
S
J O
IN
T B
A S
E L
E W
IS
-M c C
H O
R D
W A
S H
IN
G T
O N
R O
B E
R T D P
A U
L S
O N
J
U N
E
PUMP ROOM
PROVIDE WCO W/SSL CAP
SS
R R
E T
T
CS301
N
CS301
S K
R
IN
D E
0 30' 60'
SOUTH D
RIV
E
"A S
T R E E T
FACILITIES J0202
NORTH FORT WASH RACK
OIL/WATER SEPARATOR BASIN
SEDIMENTATION AND
C-501
C-501
N O .1
IS
L
A
.2
IS
L
A
.3
IS
L
A
.4
IS
L
A
.5
IS
L
A
.6
IS
L
A
.7
IS
L
A
.8
IS
L
A
.1
IS
L
A
TRENCH GRATE
N O .9
IS
L
A
ASP
HALT
GRAVEL D
RIV
E
LEWIS NORTH AREA WASH RACK FACILITIES J0202
SITE PLAN 1 -
C-502
C-502
P-501
P-505
C-505
TYP. 4 PLCS.
P-506
SCALE: 1" = 30'
LEGEND
C-501
INTERCEPTOR
OIL
T H S
T R E E T
C O
N S T R
U C T
IO
N L
IM
IT
S
C O
N S T R
U C T
IO
N L
IM
IT
S
C O
N S T R
U C T
IO
N
LIM
IT
S
C O
N S
T R
U C
T
IO
N L
IM
IT
S
AMNESTY
WASTE OIL
P-503
P-506
A-603
TANK
GROUND
ABOVE
A-603
A-603
CONCRETE ISLAND TO BE REPLACED
CONCRETE ISLAND TO BE PERMANENTLY REMOVED
2.- ALL BULKHEADS ON ISLANDS SHALL REMAIN.
FURNISHED MATERIALS.
PROVIDED TO THE CONTRACTOR AS GOVERNMENT
OF THIS PROJECT. THEREFORE, A SURVEY WILL NOT BE
PROFESSIONAL LAND SURVEY IS OUTSIDE THE SCOPE
DRAWINGS AND IS SCHEMATIC IS PRESENTATION. A
1 - THE SITE PLAN SHOWN WAS DEVELOPED FROM AS-BUILT
NOTES:
SWING GATE
SWING GATE
B
ID
O
P T
IO
N
W A
S H R
A C
K F
A C
IL
IT
IE
S J
L E
W
IS
N
O R
T H A
R E
A S
IT
E P
L A
N
BETWEEN CONTROL BUILDING AND REMOVED METER.
18 - REMOVE EXISTING PVC PIPE AND REPLACE WITH 4" DI PIPE
17 - INSTALL 4" DI PIPE TRENCH DRAIN TO SEDIMENT BUCKET.
16 - INSTALL NEW METER INSIDE CONTROL BUILDING.
ARCHITECTURAL DRAWINGS.
15 - CONSTRUCT NEW CONTROL ROM BUILDING. REFER TO
AND SIGN.
14 - CONSTRUCT 500 GAL ABOVE GROUND TANK WITH CONCRETE PAD
CATCH BASIN. SEE DETAIL, PLATE C-504
13 - ADD OIL SENSOR/ALARM. INSTALL SEDIMENT BUCKET IN TYPE 1
12 - CONSTRUCT OIL INTERCEPTOR.
11 - CONSTRUCT WASTE OIL CATCH BASIN WITH SIGN AND SPILLAGE BERM.
10 - CONSTRUCT WASTE OIL AMNESTY WITH CONCRETE PAD AND SIGN.
REFERENCE DRAWINGS.
9 - CONSTRUCT NEW WATERPOINT FACILITY IN-KIND. REFER TO
CAPABLE TRENCH DRAIN GRATES.
8 - REMOVE AND REPLACE TRENCH DRAIN GRATES. PROVIDE HS25 LOAD
SHEET C-505 FOR A-603 DET. 5 & 6 SIGN PLACEMENT.
REPAINTED AND NUMBERED. REMOVE VEGETATION. REFERENCE
MECHANICAL AND PLUMBING. BULKHEADS TO REMAIN SHALL BE
LOCKING ACCESS COVER FOR WATER VALVE ACCESS. SEE
REPLACE PIPING AND HOSES. PROVIDE VALVE BOX WITH 2' x 2'
LED. PROVIDE NEW LED OVERHEAD LIGHTS. SEE ELECTRICAL.
7 - CONSTRUCT NEW CONCRETE ISLANDS: REPLACE LOW LIGHTING WITH
6 - CLEAN AND SERVICE OIL/WATER SEPARATOR POOL. SEE MECHANICAL.
PAVING FOR WASH RACKS.
5 - REMOVE CONCRETE ISLAND AND REPAVE AS PART OF OVERALL SITE
4 - CONSTRUCT CONCRETE DRIVEWAY APRON ALIGN APRON w/GATE.
3 - INSTALL WATER METER WITH NEW 6" DI PIPE.
AC PAVEMENT FROM WASHRACK TO "A" STREET.
2 - RE-GRADE TO ELIMINATE LOW SPOT POOLING. CONSTRUCT
AS EXISTING PIPE. REFER TO REFERENCE DRAWINGS.
WATER PIPE IN THE SAME HORIZONTAL AND VERTICAL ALIGNMENT
IN-KIND WITH RESTRAINED-JOINT DUCTILE IRON PIPE. INSTALL NEW
1 - REPLACE WATER PIPE, FITTINGS AND VALVES AND VALVE BOXES
KEYNOTES
C-503
C-504
IE = 227.00
TOP EL. = 232.30
E 1,115,419.07
N 657,874.74
EXISTING MH
E 1,115,349.78
N 657,852.76
CLEANOUT
(E) 6" IE = 230.00
RIM EL = 234.50
E 1,115,252.51
N 657,858.02
48" MANHOLE
SANITARY SEWER
SLIDE GATE
HORIZONTAL
P-501
C-505
P-501
C-505
P-501
C-505
P-501
C-505
P-501
C-505
P-501
C-505
P-501
C-505
P-501
C-505
P-501
C-505
P-501
C-505
CATCH BASIN
WASTE OIL
C-504
C-503
P-506
T-1
T-1
T-4
T-4
M-3
M-3
M-1
M-1
E 1,115,242.68
N 657,857.06
4" WATER VALVE
N
CS301 SCALE: 1" = 10'
UTILITY PLAN
ENLARGED -
PLUMBING
SEE MECHANICAL AND
FROM CONTROL BLDG
3" DI PIPE CONNECTION
PLUMBING
SEE MECHANICAL AND
FROM CONTROL BLDG
4" DI PIPE CONNECTION
WASHRACK ISLANDS
TO VEHICLE
NEW 4" DI PIPE
PLUMBING
SEE MECHANICAL AND
CONNECTIONFROM CONTROL BLDG
6" SANITARY SEWER
CS301
W al l
S T R E E T
12@ 15'
2@
4@14'
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps
S I
D
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S E
A T
T L E
W A
S H
IN
G T
O N
S E
A T
T L E D
IS
T R
IC
T
SEATTLE DISTRICT
:4
:1
P
M
P L
O T D
A T
E
P L
O T T
IM
E
/7 /2
DESIGN FILE: I:\AECDesigns\FY16_P2-450529_WASH\02 Design\BIM_CAD\Civil\Sheet files\FY16_450529_WASH_CP301 - JOINT LAYOUT PLAN - LEWIS NORTH AREA WASH RACK FACILITIES J0202 - BID OPTION 2.dgn s /2
-6
-0
IDENTIFICATION
SHEET
F Y P
-4
W
A S
H
W A
S H
R A
C K R
E P
A
IR
S
J O
IN
T B
A S
E L
E W
IS
-M c C
H O
R D
W A
S H
IN
G T
O N
R O
B E
R T D P
A U
L S
O N
J
U N
E
CP301
CP301 0 30' 60'
1 JOINT LAYOUT PLAN - NORTH FORT LEWIS WASH RACK FACILITIES J0202
R U
D
IE
R U
D
IE
T
T E
T E
T E
T E
T E
T E
T E
T E
T E
T E
T E
T E
T E
T E
T E
T E
T E
T E
T E
T E
T E
T E
T E
T E
T E
T E
T E
T E
T E
T E
T E
T E
T E
T E
T E
T E
T E
T E
T E
T E
T E
T E
T E
T E
T
ET
E
T E
T E
T E
T E
T E
T E
T E
T E
T E
T E
T E
T E
T E
T E
T E
T E
T E
T E
T E
T E
T E
T E
T E
T E
T E
T E
T E
T E
T E
T E
T
T E
T E
T E
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T T
T T
T
T
T
T T
T T
T
T T
T T
T T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T E
T E
T E
T E
T E
TE
TE
TE
TE
TE
TE
TE
TE E
E E
E E
T E
T E
T E
T E
T T T T
T E
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
RR
R
R
R
R R
R
R R
R R
R
R R
R R
R
R
R R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
E E E E
REINFORCED ODD SHAPED SLABS
EXPANSION JOINTS
THICKENED EDGE EXPANSION JOINTS
THICKENED EDGE
DOWELED CONTRACTION JOINTS
DOWELED CONSTRUCTION JOINTS
SAWED CONTRACTION JOINTS
T T T T
TE TE TE TE
R
STANDARD LEGEND FOR PAVEMENTS
THE DESIGN ENGINEER.
BE MADE WITHOUT THE WRITTEN APPROVAL OF
7. NO CHANGES TO THE JOINTING PATTERN SHALL
REFER TO SHEETS C-501 AND C-502.
6. FOR JOINT DETAILS AND PAVEMENT SECTIONS,
SHALL BE DOWELLED.
2. ALL TRANSVERSE CONSTRUCTION JOINTS
NOTES, SEE PLATE C-001.
1. FOR LEGEND, ABBREVIATIONS, AND GENERAL
NOTES:
SCALE: 1" = 30'
B
ID
O
P T
IO
N
F A
C
IL
IT
IE
S J
N O
R T
H F
O R
T L
E W
IS
W
A S
H R
A
K
J
IN
T L
A Y
O U
T P
L
Paved
Paved
Paved
Paved
W al l
S T R E E T
PARKING
P J0
21342135
21402141
21582159
1P 3 H
I-V O
LT
6C
3 H I-V
OLT
1C
3 H I-V
OLT
1C
3 H I-V
OLT
1C
6 H I-V
OLT
3 H I-V
OLT
W
W
W
W
W
W
W
W
W
S T
S T
S T
ST
S T
S
6"
S
S
S
6"
S
6"
P -3
C
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps
S I
D
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S E
A T
T L E
W A
S H
IN
G T
O N
S E
A T
T L E D
IS
T R
IC
T
SEATTLE DISTRICT
:4
:1
P
M
P L
O T D
A T
E
P L
O T T
IM
E
/7 /2
DESIGN FILE: I:\AECDesigns\FY16_P2-450529_WASH\02 Design\BIM_CAD\Civil\Sheet files\FY16_450529_WASH_CP302 - JOINT LAYOUT ELEVATIONS - LEWIS NORTH AREA WASH RACK FACILITIES J0202 - BID OPTION 2.dgn s /2
-6
-0
IDENTIFICATION
SHEET
F Y P
-4
W
A S
H
W A
S H
R A
C K R
E P
A
IR
S
J O
IN
T B
A S
E L
E W
IS
-M c C
H O
R D
W A
S H
IN
G T
O N
R O
B E
R T D P
A U
L S
O N
J
U N
E
CP302
CP302 0 30' 60'
R U
D
IE
R U
D
IE
T
JOINT LAYOUT ELEVATIONS - NORTH FORT LEWIS WASH RACK FACILITIES J0202
233.00
233.00
233.00
233.00
233.00
233.00
233.00
233.00
233.00
233.00
233.00
233.00
233.00
233.00
233.00
233.00
233.00
233.00
233.00
232.40
232.60
232.80
233.25
233.50
233.80
233.80
233.80
233.80
233.80
233.80
233.80
233.80
233.80
233.80
233.80
233.80
233.80
233.80
233.80
233.25
233.25
233.25
233.25
233.25
233.50
233.50
233.50
233.50
233.50233.25
233.25
233.25
233.50
233.50
233.50233.25
233.25
233.25
233.25
233.25
233.50
233.50
233.50
233.50
233.50
233.25
233.25
233.50
233.50
233.80
233.80
233.25
233.25
233.25
233.50
233.50
233.50
233.80
233.80
233.80
233.80
233.80
232.20
232.00
233.45
233.15
233.40
233.60
233.00
233.40
232.80
233.20
232.60
233.00
232.40
232.80
233.40
233.40
233.20
233.30
233.60
233.60
233.30
233.30
233.40
233.40
233.40
233.40
233.40
233.40
233.70
233.40
233.60
233.50
233.43
233.46
233.70
233.70
233.70
233.70
233.70
233.70
233.70
233.70
233.70
233.70
233.60 233.30
234.30
233.90234.30
234.30
234.30
234.30
234.30
234.30
234.30
234.20
234.30
234.30
234.30
234.30
234.30
234.30
234.30
234.30
234.30
234.30
234.30
234.30
234.30
234.00
234.00
234.00
234.00
234.00
234.00
234.00
234.00
234.00
234.00
234.00
234.00
234.00
234.30
234.00
233.85
233.85
233.85
233.85
233.85
233.85
233.85
233.85
233.40
MEET EXISTING GRADE
MEET EXISTING GRADE
MEET EXISTING GRADE
233.60 233.40
233.25
233.25
233.30
233.30
233.35
233.35
233.50
234.30
234.30
234.00
233.95
233.95
233.60
233.85 233.45 233.25
233.45
233.35
232.40
232.40
232.70
231.70
233.30
233.30
233.20
232.70
232.90
233.20
233.20
233.20
233.30
233.30
233.20
233.20
233.20
233.20
233.10
232.90
231.90
231.80
232.50
232.30
232.10
233.00
232.80 232.70
232.90
233.00
232.30
232.30
232.20
232.20
232.00
232.00
231.70
231.80
231.60
231.70
231.60
231.60
231.50
231.50
231.40
231.40
231.40
232.30
232.20
232.10
231.90
234.00
M E E T E
X
IS
T
IN
G G
R A D E
M E E T E
X
IS
T
IN
G G
R A D E
234.10
234.10
234.10
234.10
234.10
234.10
234.10
234.10
234.10
234.10
234.10
234.10
234.10
234.10
234.10
234.10
234.10
234.10
234.10
234.10 234.10
234.10
234.10
234.10 234.10
234.10
234.10
231.00
232.00
233.00
232.40 232.50
231.50 231.50
233.50
234.00 234.00
234.00
233.25
233.50
233.80
233.80
234.10
233.85
233.40
234.00
234.00
233.85 233.40
233.40
233.85
233.40 233.50 233.40
233.40
232.40
232.40
231.40
231.00
231.70 231.70
SCALE: 1" = 30'
B
ID
O
P T
IO
N
F A
C
IL
IT
IE
S J
N O
R T
H F
O R
T L
E W
IS
W
A S
H R
A
J
IN
T L
A Y
O U
T E
L E
V A
T
IO
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps
S I
D
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S E
A T
T L E
W A
S H
IN
G T
O N
S E
A T
T L E D
IS
T R
IC
T
SEATTLE DISTRICT
:0
:0
P
M
P L
O T D
A T
E
P L
O T T
IM
E
/7 /2
DESIGN FILE: I:\AECDesigns\FY16_P2-450529_WASH\02 Design\BIM_CAD\Civil\Sheet files\FY16_450529_WASH_C-501 - SECTIONS AND DETAILS.DGN s /2
-6
-0
IDENTIFICATION
SHEET
F Y P
-4
W
A S
H
W A
S H
R A
C K R
E P
A
IR
S
J O
IN
T B
A S
E L
E W
IS
-M c C
H O
R D
W A
S H
IN
G T
O N
R O
B E
R T D P
A U
L S
O N
J
U N
E
COMPACTED SUBGRADE
6" THICK PCC
SEE NOTE #1
BASE COURSE
4" THICK AGGREGATE
SCALE: 1" = 1'-0"-
3 PCC CURB AND GUTTER DETAIL
5 PCC APRON TO AC SHOULDER PAVEMENT CONNECTION
COMPACTED SUBGRADE
2" THICK AC
SEE NOTE #1
BASE COURSE
6" THICK AGGREGATE
PRIME COAT
2. GUTTER NEED NOT SLOPE BACK TO CURB IF CATCH BASIN IS PRESENT.
ASPHALT EMULSION PRIOR TO PLACEMENT OF ASPHALT CONCRETE.
1. CURBS SHALL BE CLEANED AND TACK COATED WITH AN
NOTES:
SOIL SUBGRADE
6" COMPACTED
1'-6"
6"
2'-0"
V A
R
IE
S
"2 1R
R 1"
5'-0" MIN.
4 THICKENED EDGE SECTION
9" THICK PCC
SEE NOTE #1
BASE COURSE
4" THICK AGGREGATE
8'-0"5'-0"
SEE NOTE #1
BASE COURSE
4" THICK AGGREGATE9" THICK PCC
TACK COAT
CLEAN AND 2" THICK AC
SEE NOTE #1
BASE COURSE
6" THICK AGGREGATE PRIME COAT
ANGLE OF REPOSE
7 JUNCTION BETWEEN NEW AND EXISTING FLEXIBLE PAVEMENTS
NEW BASE COURSE
1'-0" MIN. 1'-0" MIN.
EXISTING BASE MATERIALS
EXISTING AC PAVEMENT
AND TACK COAT
SAWCUT FULL DEPTH
NEW AC PAVING
PAVEMENT
EDGE OF EXISTING
TO BE REMOVED
EXISTING PAVING
1'-0"1'-0"
TRENCH WIDTH, SEE SPECS
EXISTING BASE EXISTING BASE
EXISTING PAVEMENT NEW PAVING
FINAL BACKFILL
ANGLE OF REPOSE
OR STORM DRAIN PIPES
UTILITY CULVERT
BEDDING
NOTE: TYPICAL PIPE LAYING TRENCH DETAIL FOR UTILITY, CULVERT OR STORM DRAIN PIPES
6 UTILITY TRENCH AND BACKFILL DETAIL
TYPICAL AC PAVEMENT SECTION
PAVEMENTS
FOR CONCRETE
SAWCUT AND TACK COAT
PAVEMENT SECTION
TYPICAL PCC
SCALE: 1" = 1'-0" SCALE: 1" = 1'-0"
SCALE: 1" = 1'-0"SCALE: 1" = 1'-0"
SCALE: 1" = 1'-0" SCALE: 1" = 1'-0"
INITIAL BACKFILL
C-501
S K
R
IN
D E
S K
R
IN
D E
SPECIFICATIONS.
COURSE REFER TO SECTION 32 11 23 OF THE PROJECT
FOR MATERIAL SPECIFICATIONS FOR AGGREGATE BASE1.
NOTES:
S E
C T
IO
N S A
N D D
E T
A
IL
5' MIN.
SEE JOINT SEALANT DETAILS
4'' MIN BASE COURSE
11.5" 8"
INCHES h
THICKNESS
PAVEMENT
d (INCHES)
LENGTH
DOWEL
MINIMUM
(INCHES)
SPACING
DOWEL
MAXIMUM
TABLE 1
DD
AND TYPE
DOWEL DIA. (D)
JOINT
3"
SEALANT DETAIL
SEE JOINT
hd hd
AT 12" O.C.E.W.
MINIMUM #3 BAR, GRADE 60,
SEALANT DETAIL
SEE JOINT
16 12
TRENCH DRAIN
MANHOLE OR
PANEL FOR
hd hd +1"4 h
FOR SIZE AND SPACING
OR DOWEL, SEE TABLE 1
PAINT AND OIL ONE END
SEALANT DETAIL
SEE JOINT
h
DD
+hd
FOR SIZE AND SPACING
OF DOWEL, SEE TABLE 1
PAINT AND OIL ONE END
16 12 1 INCH BAR8 - 11.5
< 8 3/4 INCH BAR
AT ALL TIMES.
7. PREFORMED COMPRESSION SEAL MUST BE IN COMPRESSION
NOT LESS THAN 1.5 INCHES).
BY MANUFACTURER PER TYPE OF SEAL BEING USED (DEPTH
SEAL AND SEALANT RESERVOIR SHALL BE AS RECOMMENDED
6. THE DEPTH AND WIDTH OF THE PREFORMED COMPRESSION
A SEALANT RESERVOIR.
APPROVED MATERIAL THAT CAN BE CUT TO LENGTH TO FORM
5. PREFORMED JOINT FILLER MAY BE FIBERBOARD OR OTHER
PLACED FULL DEPTH OF ABUTTING SURFACE.
NON-EXTRUDING JOINT FILLER. EXPANSION MATERIAL TO BE
4. EXPANSION JOINT MATERIAL SHALL BE 3/4" PREFORMED,
PAVEMENT SHALL BE PREFORMED COMPRESSION SEAL TYPE.
3. ALL CONTRACTION AND CONSTRUCTION JOINTS WITHIN NEW
EXPANSION JOINTS SHALL BE 3/4" MINIMUM.
CONTRACTION AND CONSTRUCTION JOINTS. THE WIDTH OF
2. WIDTH OF JOINTS SHALL BE BETWEEN 1/2" AND 5/8" FOR
THICKNESS. (APPLIES TO CONTRACTION JOINTS ONLY).
1. THE DEPTH OF THE SAWCUT IS EQUAL TO 1/4 THE PAVEMENT
NOTES:
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps
S I
D
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S E
A T
T L E
W A
S H
IN
G T
O N
S E
A T
T L E D
IS
T R
IC
T
SEATTLE DISTRICT
:0
:3
P
M
P L
O T D
A T
E
P L
O T T
IM
E
/7 /2
DESIGN FILE: I:\AECDesigns\FY16_P2-450529_WASH\02 Design\BIM_CAD\Civil\Sheet files\FY16_450529_WASH_C-502 - JOINT DETAILS.DGN s /2
-6
-0
IDENTIFICATION
SHEET
F Y P
-4
W
A S
H
W A
S H
R A
C K R
E P
A
IR
S
J O
IN
T B
A S
E L
E W
IS
-M c C
H O
R D
W A
S H
IN
G T
O N
R O
B E
R T D P
A U
L S
O N
J
U N
E
C-502 d d
P A
V E
M E
N T D
E T
A
IL
S
B A
R R
E T
T
NOT TO SCALE
PLAIN CONTRACTION JOINT
NOT TO SCALE
FOR ODD-SHAPED SLABS
TYPICAL REINFORCEMENT
NOT TO SCALE NOT TO SCALE
DOWELED CONSTRUCTION JOINT DOWELED CONTRACTION JOINT
NOT TO SCALE
THICKENED EDGE EXPANSION JOINT
NOT TO SCALE
CONTRACTION JOINT
NOT TO SCALE
CONSTRUCTION JOINT
NOT TO SCALE
EXPANSION JOINT
SURFACE
PAVEMENT
SURFACE
PAVEMENT
CONTRACTION JOINT
SURFACE
PAVEMENT
SURFACE
PAVEMENT
BUTTED JOINT
SURFACE
PAVEMENT
SURFACE
PAVEMENT
JOINT FILLER
W
D
W
D
/8 /4
/8 /4
/8 /4
3/4" + or - 1/8"
SAWCUT, SEE NOTE 1
INITIAL 1/8" WIDE
WIDTH OF JOINTS SHALL BE BETWEEN 1/2" AND 5/8"
MATERIAL
BACKER
JOINT SEALER
POURED
JOINT SEALER
POURED
D
MATERIAL
BACKER
JOINT SEALER
POURED
MATERIAL
BACKER
R U
D
IE
P E
R R
Y
LIMIT OF
EXCAVATION NEW VALVE
NEW PIPE
PCC SUPPORT
PLAN
LIMIT OF EXCAVATION
EXISTING PIPE
NEW PIPE
NEW TAPPING SLEEVE
12"
ELEVATION
BLOCK
PCC THRUST
NOTE: MINIMUM WEIGHT OF FRAME AND GRATE IS 286 LBS.
B
C C
B
A A
A
A
BEARING WIDTH = BEARING AREA
BEARING HEIGHT
SIDE OF
EXCAVATION (TYP.)
D
IR
E C
T
IO
N
O F T
H R
U S
T
PCC THRUST
BLOCK (TYP.)
ALL BEARING SURFACES
SHALL BE AGAINST
UNDISTURBED GROUND (TYP)
CONCRETE SHALL BE
KEPT CLEAR OF ALL
PIPE JOINTS (TYP)
o
FINISH GRADE
O D
H
O N
E -H
A L F H
O D B
E A
R
IN
G
H
IG
H o
B E A R
IN
G W
ID
T H B
E A R
IN
G o
A R E A
- B
E A R
IN
G H
E
IG
H T
D
IR
E C T
IO
N
O F T
H R
U S T
A
BEARING AREAS EACH DIRECTION
OF THRUST IN SQUARE FEET
PIPE SIZE
TEES AND
DEAD ENDS
ELBOWS
ELBOWS
22.5
ELBOWS
11.25
ELBOWS
o
6" o o o
/4
/4
/2
22 1/2"
24"
24 1/4"
26"
29 1/4"
7/8 "
1/8 "
/4
/2
/4
2 1/2 "
1/8 "
/8
/8
/4
3/4 "
1 5/8 "
3/4 "
/8
/8
/2
1/8 "
7/8 "
24"
1 3/4" (TYP.)
1 3/4 "
(T
Y P
2'-2" R
3/4" NORMAL TO BAR
1 3/4 "
1 5/8 "
1/2" NORMAL TO BAR
1 3/4 "
1/8 "
/2
/4
1/8" (TYP.)
(TYP.) 8 REQUIRED
X 1/8" THICK
PAD 1 1/2" X 3/4"
1" (TYP.)
1/8" R (TYP.)
8"
12"
4.3 6.0 3.3 1.7
7.5 10.6 5.8 3.0 1.5
0.8
11.8 16.7 9.0 4.6 2.3
.5
.5
GRATE PLAN
FRAME PLAN
SECTION A-A
SECTION B-B
SECTION C-C
TEE DEAD END
SECTION A-AELBOW
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps
S I
D
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S E
A T
T L E
W A
S H
IN
G T
O N
S E
A T
T L E D
IS
T R
IC
T
SEATTLE DISTRICT
:0
:5
P
M
P L
O T D
A T
E
P L
O T T
IM
E
/7 /2
DESIGN FILE: I:\AECDesigns\FY16_P2-450529_WASH\02 Design\BIM_CAD\Civil\Sheet files\FY16_450529_WASH_C-503 - UTILITY DETAILS 1.DGN s /2
-6
-0
IDENTIFICATION
SHEET
F Y P
-4
W
A S
H
W A
S H
R A
C K R
E P
A
IR
S
J O
IN
T B
A S
E L
E W
IS
-M c C
H O
R D
W A
S H
IN
G T
O N
R O
B E
R T D P
A U
L S
O N
J
U N
E
C-503
S K
R
IN
D E
S K
R
IN
D E
E N
G
18" MIN.
#3 BAR EACH CORNER
(S
EE
NOTE
(SEE NOTE 6)
22"
M
IN
#3 BAR HOOP
4" M
IN
TYP.
30" 20"
5" 5"
6" OR 12"
TWO #3 BAR HOOPS FOR 12" HEIGHT
ONE #3 BAR HOOP FOR 6" HEIGHT
#3 BAR EACH WAY
#3 BAR EACH SIDE
#3 BAR EACH CORNER
SEE NOTE 1
REINFORCED OR
PLAIN CONCRETE
ALL METAL PIPE
SOLID WALL PVC
PROFILE WALL PVC
PIPE MATERIAL
DIAMETER
INSIDE
MAXIMUM
15"
12"
12"
15"
15"
STORM SEWER PIPE
CORRUGATED POLYETHYLENE*
*CPSSP
PIPE ALLOWANCES
NOT TO SCALE
STD. SPEC. 9-05.20
STD. SPEC. 9-05.12(1)
STD. SPEC. 9-05.12(2)
(S
EE
NOTE
(SEE NOTE 6)
22"
M
IN
4" M
IN
TYP.
REINFORCED OR
PLAIN CONCRETE
ALL METAL PIPE
SOLID WALL PVC
PROFILE WALL PVC
PIPE MATERIAL
DIAMETER
INSIDE
MAXIMUM
15"
12"
12"
15"
15"
STORM SEWER PIPE
CORRUGATED POLYETHYLENE*
*CPSSP
PIPE ALLOWANCES
NOT TO SCALE
STD. SPEC. 9-05.20
STD. SPEC. 9-05.12(1)
STD. SPEC. 9-05.12(2)
THE BASIN HAS BEEN PLACED.
7. ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER
THE PRECAST BASE SECTION.
6. THE OPENING SHALL BE MEASURED AT THE TOP OF
1:24 OR STEEPER.
FLOOR, AND THE WALLS MAY BE SLOPED AT A RATE OF
5. THE PRECAST BASE SECTION MAY HAVE A ROUNDED
ADJUSTMENT SECTION.
FLANGE UP OR DOWN. THE FRAME MAY BE CAST INTO THE
4. THE FRAME AND GRATE MAY BE INSTALLED WITH THE
LOWEST PIPE INVERT SHALL BE 5'.
3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE
ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3
PIPE IS INSTALLED, FILL THE GAP WITH JOINT MORTAR IN
KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. AFTER THE
TO 2.5" MAXIMUM. PROVIDE A 1.5" MINIMUM GAP BETWEEN THE
KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM
2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER THAN 20".
BE PLACED IN THE KNOCKOUTS.
ALTERNATIVE PRECAST BASE SECTION. WIRE MESH SHALL NOT
BE USED WITH THE MINIMUM REQUIRED REBAR SHOWN IN THE
A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT SHALL
TO THE STANDARD SPECIFICATIONS, OR WIRE MESH HAVING
IN THE PRECAST BASE SECTION, FIBERS PLACED ACCORDING
1. AS ACCEPTABLE ALTERNATIVES TO THE REBAR SHOWN
NOTE:
THE BASIN HAS BEEN PLACED.
7. ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER
THE PRECAST BASE SECTION.
6. THE OPENING SHALL BE MEASURED AT THE TOP OF
1:24 OR STEEPER.
FLOOR, AND THE WALLS MAY BE SLOPED AT A RATE OF
5. THE PRECAST BASE SECTION MAY HAVE A ROUNDED
ADJUSTMENT SECTION.
FLANGE UP OR DOWN. THE FRAME MAY BE CAST INTO THE
4. THE FRAME AND GRATE MAY BE INSTALLED WITH THE
LOWEST PIPE INVERT SHALL BE 5'.
3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE
ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3
PIPE IS INSTALLED, FILL THE GAP WITH JOINT MORTAR IN
KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. AFTER THE
TO 2.5" MAXIMUM. PROVIDE A 1.5" MINIMUM GAP BETWEEN THE
KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM
2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER THAN 20".
BE PLACED IN THE KNOCKOUTS.
ALTERNATIVE PRECAST BASE SECTION. WIRE MESH SHALL NOT
BE USED WITH THE MINIMUM REQUIRED REBAR SHOWN IN THE
A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT SHALL
TO THE STANDARD SPECIFICATIONS, OR WIRE MESH HAVING
IN THE PRECAST BASE SECTION, FIBERS PLACED ACCORDING
1. AS ACCEPTABLE ALTERNATIVES TO THE REBAR SHOWN
NOTES:
TYPE PLUG
PROVIDE SCREW
FINISH GRADE
IN PAVED AREAS ONLY
2' DIAMETER CONCRETE PAD
WWF 6X6 - W2.9XW2.9
6" DIAMETER PIPE
LONG RADIUS BEND
CONCRETE
ON PLANS
SIZE AS SHOWN
SANITARY SEWER
STORM DRAIN OR
PLUG AT END OF LINE
KNOCKOUT TYPE
2'-0"
NOT TO SCALE
TYPE PLUG
PROVIDE SCREW
FINISH GRADE
IN PAVED AREAS ONLY
2' DIAMETER CONCRETE PAD
WWF 6X6 - W2.9XW2.9
6" DIAMETER PIPE
LONG RADIUS BEND
CONCRETE
ON PLANS
SIZE AS SHOWN
SANITARY SEWER
STORM DRAIN OR
PLUG AT END OF LINE
KNOCKOUT TYPE
2'-0"
NOT TO SCALE
CLEAN OUT
U T
IL
IT
Y D
E T
A
IL
S
TYPE 1 CATCH BASIN
NOT TO SCALENOT TO SCALE
CAST IRON INLET FRAME AND GRATE
NOT TO SCALENOT TO SCALE
TYPICAL THRUST BLOCK INSTALLATION
NOT TO SCALENOT TO SCALE
INSTALLATION DETAIL
TAPPING SLEEVE AND VALVE
#3 BAR EACH SIDE
#3 BAR EACH CORNER
#3 BAR EACH WAY
18" MIN.
#3 BAR EACH CORNER
#3 BAR HOOP
SEE NOTE 1
TWO #3 BAR HOOPS FOR 12" HEIGHT
ONE #3 BAR HOOP FOR 6" HEIGHT
5"
6" OR 12"
5"
30" 20"
X XX X
3' DIA
8"
8" 4"
5" MIN 4'
25 3/4"
26" /2
39"
27"
24"
3/4" 3/4"
R
IN
D E
L E J
O N
T R
IB
B E
T T
C-504
NOT TO SCALE
NON-CLOG AREA DRAIN SEDIMENT BUCKET
U T
IL
IT
Y D
E T
A
IL
S
BUCKET
SEDIMENT
REMOVABLE
HUB CONNECTION
SIDE OUTLET
FLOORDRAIN
COATED CAST IRON
NON-CLOG 15" TOP.
OUTLET
DRAIN PIPE
INLET PIPE
C-503
FINISH GRADE
(CTR DESIGNED)
ON EXST VAULT
LOCKING COVER
PROVIDE NEW
GRADE
COVER
TO 6" BELOW TOP OF
EXTEND ACTUATOR
CONCRETE
EXST PRECAST
FILTER SUPPLY PIPE
8" PVC SAND
FROM FILTER PUMPS
SUPPLY PIPE
EXISTING FILTER
NOT TO SCALE-
2 SAND FILTER VALVE BOX DETAIL
SEE PLATE P-601
AND PANEL.
DISTINGUISHING ALARM
PROVIDE OIL/WATER
EXISTING GRAVEL
SEE PLUMBING
FREEZE PROTECTION VALVE
WATERTIGHT LID
AND PLATE P-502
SEE SITE PLANS
EAST DIVISION SITE ONLY
GATE OR B/F VALVE;
FULL PORT
VALVE W/NEW
FILTER CHARGING
REPLACE EXST
INDICATED
INVERT AS
SEWER MAHOLES.
EQUAL ON SANITARY
Z-LOK GASKET, OR
MANHOLE CONNECTOR,
FLEXIBLE PIPE TO
M A
X
T Y
P
C-504
C-504
ADJUSTING RING
MANHOLE FRAME AND COVER
TOP ELEVATION AS INDICATED
FINISH GRADE
1" CEMENT MORTAR
CONE SECTION
ECCENTRIC
COATING
BITUMINOUS
FLOOR
CONCRETE
MANHOLE SECTIONS
PRECAST CONCRETE
FINISH IN CHANNELS
1" CEMENT MORTAR
PRECAST BASE
CAST-IN-PLACE BASE
#4 AT 12" EW
A
B
NOT TO SCALE-
3 SANITARY SEWER MANHOLE
HALF PLAN
ELEVATION
SECTION A-A
INVERT
BENCH
S
TOWARD INVERT
1" TO 2" PER FOOT
CONCRETE BENCH - SLOPE AT
PIPE DIAMETER
DEPTH IS 1/2"
MINIMUM CHANNEL
FLOW CURVES.
TO FORM SMOOTH
BUILD CHANNELS
MACHINED
COVER AND FRAME
NOT TO SCALE
A
NOT TO SCALE
B
MANHOLE FRAME AND COVER
SANITARY SEWER PRECAST INVERT
APPLICABLE FOR EACH TYPE OF SEWER.
IN 2 INCH LETTERING, IN THE MANHOLE LID AS
CAST THE WORD "SANITARY" OR "SS",
:NOTE
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it.