BridgeportSewer-2019_Plans_Rev1_08.09.2021.pdf
PDF 5 MB Posted
- Attached to
- Bridgeport Sewer Replacement
- Solicitation number
- 1240LR21R0007
- Issued by
-
Department of Agriculture Forest Service
About this file
This solicitation is for a sewer replacement project at a Forest Service administrative site located in Bridgeport, California. The project includes reconstructing the entire onsite wastewater system by installing new sewer lines, cleanouts, manholes, and RV sewer connections; installing new septic tanks and absorption fields; installing a new packaged effluent lift station and aggregate access road; and removing an existing packaged sewage treatment system and steel building. The estimated price for the project is between $250,000 and $500,000. Work will be performed at the Bridgeport Ranger District Administration Site located approximately 4 miles west of Bridgeport in Mono County.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| BridgeportSewer.SOI_082021.xlsx | XLSX spreadsheet | |
| Amendment 3.pdf | ||
| Copy of BridgeportSewer.SOI_082021.xlsx | XLSX spreadsheet | |
| Amendment 2.pdf | ||
| BridgeportSewer.SOI.Rev1-08.09.2021.xlsx | XLSX spreadsheet | |
| ProfilePercs.pdf | ||
| RFIBridgeportSewer072621.pdf | ||
| Amendment 1.pdf | ||
| 1240LR21R0007.pdf | ||
| ATTACH 1_BridgeportSewer_Specs_Final_09.23.2020.pdf | ||
| ATTACH 4_WAGE DETERMINATION.pdf | ||
| ATTACH 3_EngineeringReport_BridgeportSewer_09.24.2020.pdf | ||
| ATTACH 2_BridgeportSewer-2019_Plans_Signed_10.14.2020.pdf | ||
| Attach_5_Determination of Responsibility.pdf |
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Text version
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
8/9 /21
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INTERMOUNTAIN REGION
BRIDGEPORT
SEWER SYSTEM
REPLACEMENT
PROJECT
HUMBOLDT-TOIYABE
NATIONAL FOREST
BRIDGEPORT DISTRICT
SCHEDULE OF ITEMS
09/29/2020
K CARNES
K CARNES
D JEPPSEN
G-2
8/9/21FIELD SIZE
2 22
WORK FOR THIS PROJECT CONSISTS OF RECONSTRUCTING THE SITE SEWER SYSTEM
FOR A FOREST SERVICE ADMINISTRATION SITE. WORK IS TO INCLUDE INSTALLING 8”, 6”,
AND 4” GRAVITY SEWER LINES, LATERALS, AND CLEANOUTS; INSTALLING 2" PRESSURE
SEWER MAIN; INSTALLING RV SEWER HOOKUPS; INSTALLING MANHOLES; CAPPING
EXISTING SERVICE LINES TO BE ABANDONED; REPAIRING AGGREGATE SURFACE
ROADS; INSTALLING SEPTIC TANKS, A PACKAGE EFFLUENT LIFT STATION SYSTEM, AND
ABSORPTION FIELDS; AND REMOVING AN EXISTING PACKAGE SEWAGE TREATMENT
SYSTEM AND STEEL BUILDING.
DIRECTOR OF ENGINEERING
DATE
APPROVED:
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SCHEDULE OF ITEMS
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DESCRIPTION OF WORK
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LEGEND:
NEW SEWERLINE
EXISTING SEWERLINE
NEW WATERLINE
EXISTING WATERLINE
NEW ELECTRICAL LINE
EXISTING ELECTRICAL LINE
REMOVED ELECTRICAL LINE
EXISTING FENCE LINE
EXISTING GAS LINE
MANHOLE (EXIST / PROPOSED)
CLEANOUT (EXIST / PROPOSED)
ABANDONED TANK TO BE REMOVED
RV SEWER CONNECTION (PROPOSED)
CURB VALVE AND BOX (EXIST / PROPOSED)
HYDRANT (EXIST / PROPOSED)
DRAIN - DAYLIGHT OR PUMPOUT (EXIST)
TEST STATION (EXIST)
WELL (EXIST)
SOILS TEST PIT LOCATION
CREEK
EXISTING ROADWAY
NEW AGGREGATE ROADWAY OR PATCH
MAJOR CONTOUR AND ELEVATION (FEET)
NOTE: EXISTING SYMBOLS ARE LIGHT/GRAY; NEW SYMBOLS ARE SOLID/DARK
S
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W
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G
E
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
8/6 /21
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G;
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INTERMOUNTAIN REGION
BRIDGEPORT
SEWER SYSTEM
REPLACEMENT
PROJECT
HUMBOLDT-TOIYABE
NATIONAL FOREST
BRIDGEPORT DISTRICT
SITE PLAN
OVERVIEW
09/29/2020
K CARNES
K CARNES
D JEPPSEN
S-2
8/7/21FIELD SIZE
4 22
CHAMBER SYSTEM
ABSORPTION FIELD #2
(SEE SHEET D-2)
BACKUP FIELD #2
LOCATION
CHAMBER SYSTEM
ABSORPTION FIELD #1
(SEE SHEET D-2)
BACKUP FIELD #1
LOCATION
EXISTING
WATER WELLS
PLACE AGGREGATE
SURFACE ROAD REPAIR
PLACE AGGREGATE
SURFACE ROAD REPAIR
PLACE AGGREGATE
SURFACE ROAD REPAIR
BRIDGEPORT
ADMINISTRATION
SITE
SOUTH DETAIL
SEE SHEET S-3
ROCK POST STRUCTURES
DO NOT DISTURB
BUNKHOUSE 1
BUNKHOUSE 2
BUNKHOUSE 3
HOUSE A
HOUSE B
HOUSE C
BARN
GASHOUSE
(STORAGE)
RV SITE #4
SEE NOTE 5
U
S
H
I
G
H
W
A
Y
NEW SEWER SYSTEM TO LIFT
STATION AND ABSORPTION
FIELD #1 (SEE WW SHEETS)
NEW SEWER SYSTEM TO GRAVITY
SEPTIC SYSTEM AND ABSORPTION
FIELD #2 (SEE WW SHEETS)
NOTES:
GENERAL:
1. LOCATION AND ORIENTATION OF ALL STRUCTURES SHALL BE APPROVED BY THE
CONTRACTING OFFICER PRIOR TO INSTALLATION.
2. AN EXTENSIVE EFFORT HAS BEEN MADE TO LOCATE ALL POSSIBLE EXISTING UTILITY
LINES FROM RECORDS AND EVIDENCE IN THE FIELD, HOWEVER, THE COMPLETENESS OR
ACCURACY OF THE LOCATIONS SHOWN CANNOT BE GUARANTEED. THE CONTRACTOR IS
RESPONSIBLE FOR ESTABLISHING THE LOCATION OF ALL EXISTING UTILITIES. ANY
LOCATION STAKED OR SHOWN IS APPROXIMATE. CALL 811 TO HAVE UTILITIES MARKED
BEFORE BEGINNING CONSTRUCTION. IF CONFLICTS ARE FOUND, NOTIFY THE
CONTRACTING OFFICER.
3. CLEARING LIMITS SHALL BE 5 FEET ON BOTH SIDES OF THE SEWERLINE TRENCH OR
STRUCTURE EXCAVATION. THE CONTRACTOR SHALL USE CAUTION AND AVOID DAMAGE
TO TREES AND VEGETATION. THE CONTRACTOR SHALL CONFINE ALL OPERATIONS AND
ACTIVITIES TO WITHIN THE CLEARING LIMITS.
4. THE SITE FOR THIS PROJECT IS AN AREA WITH A HIGH INCIDENCE OF HISTORIC AND
PREHISTORIC ARTIFACTS. SOME WORK MAY REQUIRE COORDINATION WITH AND/OR
OVERSIGHT BY AN ARCHEOLOGIST. SEE SPECIFICATIONS SECTION 011500 FOR SPECIFIC
REQUIREMENTS.
DEMOLITION:
5. THE SERVICE LATERAL TO RV SITE #4 WILL SERVE AN OCCUPIED MOBILE HOME OWNED
BY THE TENANT. CONNECTION TO THE NEW RV HOOKUP WILL BE THE RESPONSIBILITY OF
THE TENANT.
6. THE NEW SEWER LINES WILL FREQUENTLY PASS THROUGH AREAS WITH EXISTING
SPRINKLER SYSTEMS. SPRINKLER SYSTEMS ARE THOUGHT TO BE OUT OF SERVICE AND
WILL NOT HAVE TO BE REPAIRED. HOWEVER, THERE MAY BE INSTANCES WHERE A
SPRINKLER SUPPLY LINE IS INADVERTENTLY STILL OPEN TO THE SUPPLY. CARE SHALL BE
TAKEN TO CHECK DISCOVERED LINES FOR POSSIBLE LIVE CONNECTION.
RESTORATION:
7. ALL LANDSCAPE AND NATIVE SURFACE AREAS ARE TO BE RESTORED TO A LEVEL
PREPARED FOR SEEDING BY THE FOREST SERVICE. TRENCHES IN LAWN AREAS ARE TO
BE TOPPED WITH CONSERVED TOPSOIL. BACKFILLS IN BOTH LAWN AND NATIVE SOIL
AREAS ARE TO BE SURFACE RAKED IN PREPARATION FOR SEEDING.
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A
U
G
R
C
E
E
K
S
PLACE AGGREGATE
SURFACE ROAD REPAIR
PLACE AGGREGATE
SURFACE ROAD REPAIR
REPLACE 4" THICK
CONCRETE SIDEWALK
P R
O P
E R
T
B
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N D
A R
Y
DIRECTOR OF ENGINEERING
DATE
APPROVED:
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SCALE IN FEET
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E
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E
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E
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PP
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S
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SS
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LEGEND:
NEW SEWERLINE
EXISTING SEWERLINE
NEW WATERLINE
NEW ELECTRICAL LINE
EXISTING ELECTRICAL LINE
EXISTING FENCE LINE
MANHOLE (EXIST / PROPOSED)
CLEANOUT (EXIST / PROPOSED)
RV SEWER CONNECTION (PROPOSED)
CURB VALVE AND BOX (PROPOSED)
HYDRANT (PROPOSED)
EXISTING ROADWAY
NEW AGGREGATE ROADWAY OR PATCH
MAJOR CONTOUR AND ELEVATION (FEET)
NOTE: LEGEND APPLIES TO THIS SHEET ONLY
S
S
W
E
E
X
STAKEOUT POINTS
POINT
NORTHING
9999.1
9905.1
9870.0
9787.3
9677.3
9542.9
9413.1
9387.1
9345.3
9770.9
9758.8
9710.5
9642.8
9638.0
9619.3
9562.4
9617.7
9814.8
9840.8
9945.5
9972.0
9943.9
9941.7
9923.3
9976.2
9942.4
9923.9
9880.2
9891.3
9759.3
EASTING
10336.8
10369.3
10416.7
10528.5
10606.7
10702.4
10671.8
10665.6
10655.7
10170.2
10218.7
10281.3
10263.5
10262.2
10257.3
10395.3
10360.3
10383.6
10456.1
10472.7
10433.5
10471.5
10474.4
10499.4
10432.9
10478.6
10503.5
10562.6
10547.6
10663.9
DESCRIPTION
STA "A" 0+50.5 - CLEANOUT
STA "A" 1+50.0 - CLEANOUT
STA "A" 2+09.0 - MH #1
STA "A" 3+48.0 - MH #2
STA "A" 4+83.0 - LINE "H" WYE
STA "A" 6+48.0 - MH #3
STA "A" 7+81.3 - LINE "J" WYE
STA "A" 8+08.0 - TANK INLET
STA "A" 8+51.0 - PUMP BASIN
STA "B" 0+30.0 - CLEANOUT
STA "B" 0+80.0 - MH #4
(NOT USED)
STA "B" 2+04.3 - MH #5
STA "B" 2+09.3 - TANK INLET
STA "B" 2+28.6 - BEND
STA "C" 1+88.9 - CLEANOUT
STA "C" 1+20.0 - CLEANOUT
STA "D" 0+20.0 - CLEANOUT
STA "A" 2+58.0 - LINE "D" WYE
STA "E" 1+14.0 - CLEANOUT
STA "F" 0+19.7 - BEND TO RV
STA "F" 0+67.0 - LINE "E" WYE
STA "F" 0+70.7 - WYE TO RV
STA "F" 1+01.7 - BEND TO RV
RV HOOKUP
RV HOOKUP
RV HOOKUP
STA "G" 1+19.0 - CLEANOUT
RV HOOKUP
STA "H" 1+20.0 - CLEANOUT
STAKEOUT POINTS
POINT
NORTHING
9814.2
9629.5
9657.0
9445.1
9346.4
9346.8
9315.8
9417.7
9379.3
9380.2
9385.9
9468.8
9618.0
9614.5
9586.3
9332.2
9256.0
9313.0
9334.6
9339.8
9311.3
9384.3
9277.3
EASTING
10735.3
10752.3
10743.7
10634.8
10651.1
10649.4
10574.4
10425.9
10327.6
10324.2
10320.9
10272.5
10255.1
10249.1
10200.7
10619.3
10553.7
10621.4
10653.2
10572.1
10635.6
10652.8
10627.5
DESCRIPTION
STA "H" 2+10.0 - RV HKUP
STA "I" 1+30.0 - CLEANOUT
STA "I" 1+58.8 - CLEANOUT
STA "J" 0+20.0 - CLEANOUT
STA "P" 4+76.6 - TEE
STA "P" 4+74.9 - BEND
STA "P" 3+93.7 - BEND
STA "P" 2+13.6 - BEND
STA "P" 1+08.0 - BEND
STA "P" 1+04.5 - DIST. BOX
STA "P" 0+98.0 - C/L FIELD
STA "P" 0+02.0 - C/L FIELD
STA "B" 2+31.1 - DIST. BOX
STA "B" 2+38.1 - C/L FIELD
STA "B" 2+94.1 - C/L FIELD
BEND
CONNECT TO EXIST LINE
WATER VALVE
HYDRANT
ROAD C/L
ROAD INTERSECTION
ROAD C/L
ROAD C/L
CONTROL POINTS
POINT
NORTHING
10000.00
9575.69
9584.08
9858.76
9853.48
9646.55
10068.77
9519.36
9334.64
9473.52
9391.47
9746.52
EASTING
10000.00
10361.88
10642.91
10704.77
10472.00
9362.95
9516.65
9987.18
10307.29
10440.48
10633.42
10723.37
ELEV.
6480.20
6469.36
6458.16
6459.14
6463.84
6500.00
6495.36
6469.90
6471.06
6469.91
6462.01
6457.62
DESC.
CP 1
CP 2
CP 3
CP 4
CP 8
CP 9
CP 10
CP 11
CP 12
CP 5
CP 6
CP 7
CHECK POINTS
POINT
NORTHING
9769.84
9832.73
10032.72
9680.54
9557.57
9629.93
9572.58
9599.94
9431.53
EASTING
10209.04
10320.95
10253.46
10195.51
10389.13
10422.14
10692.72
10675.26
10573.94
ELEV.
6471.14
6468.64
6472.34
6470.72
6469.57
6466.40
6457.14
6459.08
6462.93
DESC.
MH LID
CONC COR
CONC COR
CONC COR
CONC COR
MH LID
MH LID
CONC COR
CONC COR
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
8/6 /21
:1
2 K
CA
RN
ES
C :\U
SE
RS
\K
CA
RN
ES
\D
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UM
EN
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\R
4 P
RO
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S\
HU
MB
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DT
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OI
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\B
RI
DG
EP
OR
T.
SE
W
ER
.20
\D
RA
W
IN
GS
\S
1- S4
.B
RI
DG
EP
OR
TS
EW
ER
_S
IT
E.
DW
G;
R4
INTERMOUNTAIN REGION
BRIDGEPORT
SEWER SYSTEM
REPLACEMENT
PROJECT
HUMBOLDT-TOIYABE
NATIONAL FOREST
BRIDGEPORT DISTRICT
CONSTRUCTION SURVEY
POINTS AND CONTROL
09/29/2020
K CARNES
K CARNES
D JEPPSEN
S-4
8/7/21FIELD SIZE
6 22
CHAMBER SYSTEM
LEACH FIELD #2
(SEE SHEET D-2)
CHAMBER SYSTEM
LEACH FIELD #1
(SEE SHEET D-2)
BRIDGEPORT
ADMINISTRATION
SITE
BUNKHOUSE 1
BUNKHOUSE 2
BUNKHOUSE 3
HOUSE A
HOUSE B
HOUSE C
BARN
GASHOUSE
(STORAGE)
G
H
W
NOTES:
1. BENCHMARKS SHOWN HAVE BEEN CREATED
AND USED IN PRIOR SURVEYS, BUT MAY NO
LONGER BE PRESENT AND UNDAMAGED.
VERIFY ALL FOUND BENCHMARKS FOR
HORIZONTAL AND VERTICAL ACCURACY.
2. TO ASSIST WITH BENCHMARK VERIFICATION,
SUGGESTED CHECK POINTS ARE PROVIDED
THAT ARE EASILY FOUND, REPEATABLE POINTS.
ALL ARE SUGGESTED FOR CONFIRMING
HORIZONTAL ACCURACY. MANHOLE LIDS MAY
HAVE BEEN ADJUSTED FOR GRADE AND ARE
NOT ADVISED FOR VERTICAL ACCURACY
CHECKS.
3. A "BEST FIT" OF ALL RELIABLE BENCHMARKS
AND CHECKPOINTS WILL BE CONSIDERED
SUITABLE FOR A PROJECT COORDINATE
SYSTEM. FOR EACH FOUND POINT, PROVIDE TO
THE CONTRACTING OFFICER:
· THE ACTUAL AND CALCULATED
COORDINATES, AND
· THE BEARING AND DISTANCE BETWEEN THE
ACTUAL AND CALCULATED COORDINATES.
CONTINUE WITH CONSTRUCTION POINT
STAKEOUT ONLY AFTER APPROVAL OF THE
COORDINATE SYSTEM BY THE CONTRACTING
OFFICER.
DIRECTOR OF ENGINEERING
DATE
APPROVED:
AutoCAD SHX Text C
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DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
8/6 /21
:3
4 K
CA
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INTERMOUNTAIN REGION
BRIDGEPORT
SEWER SYSTEM
REPLACEMENT
PROJECT
HUMBOLDT-TOIYABE
NATIONAL FOREST
BRIDGEPORT DISTRICT
WASTEWATER
OVERVIEW
SEWER MAINS INDEX
AND NOTES
09/29/2020
K CARNES
K CARNES
D JEPPSEN
WW-1
8/6/21FIELD SIZE
7 22
LEACHING CHAMBER
ABSORPTION FIELDS - SEE
SHEET D-2
REPLACEMENT ABSORPTION
FIELD LOCATIONS
PRESSURE
SEWER LINE
BRIDGEPORT
ADMINISTRATION
SITE
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NOTES:
1. ALL SEWERLINE SHALL BE SLOPED TO THE FOLLOWING MINIMUM GRADES UNLESS SPECIFIED ON THE PLAN AND
PROFILE SHEETS:
1.1. 4" PVC - 2.0%
1.2. 6" PVC - 1.0%
1.3. 8" PVC - 0.5%
1.4. 2" PRESSURE - 1% TO DRAIN.
2. BURY SEWERLINE A MINIMUM OF 48 INCHES WHEREVER PRACTICAL. USE BLUE BOARD INSULATION WHEN
SEWERLINES ARE LESS THAN 36 INCHES DEEP, AND UNDER ROADS WHEN LESS THAN 48 INCHES DEEP. SEE
PLAN AND PROFILE SHEETS AND NOTE 8 BELOW.
3. LOCATION AND ORIENTATION OF ALL STRUCTURES SHALL BE APPROVED BY THE CONTRACTING OFFICER PRIOR
TO INSTALLATION.
4. AN EXTENSIVE EFFORT HAS BEEN MADE TO LOCATE ALL POSSIBLE EXISTING UTILITY LINES FROM RECORDS AND
EVIDENCE IN THE FIELD, HOWEVER, THE COMPLETENESS OR ACCURACY OF THE LOCATIONS SHOWN CANNOT BE
GUARANTEED. THE CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING THE LOCATION OF ALL EXISTING
UTILITIES. ANY LOCATION STAKED OR SHOWN IS APPROXIMATE. CALL 811 TO HAVE UTILITIES MARKED BEFORE
BEGINNING CONSTRUCTION. IF CONFLICTS ARE FOUND, NOTIFY THE CONTRACTING OFFICER.
5. INSTALL THE SEWER SYSTEM ACCORDING TO APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS FOR
SANITARY DRAINAGE AND PRIVATE SEWAGE DISPOSAL SYSTEMS; INCLUDING THE 2016 CALIFORNIA PLUMBING
CODE, AND THE MONO COUNTY LOCAL AREA MANAGEMENT PROGRAM (LAMP).
6. CLEARING LIMITS SHALL BE 5 FEET ON BOTH SIDES OF THE SEWERLINE TRENCH OR STRUCTURE EXCAVATION.
THE CONTRACTOR SHALL USE CAUTION AND AVOID DAMAGE TO TREES AND VEGETATION. THE CONTRACTOR
SHALL CONFINE ALL OPERATIONS AND ACTIVITIES TO WITHIN THE CLEARING LIMITS.
7. INSTALL CLEANOUTS ON GRAVITY SEWERLINES AT INTERVALS NOT TO EXCEED 100 FEET AND AT EACH CHANGE
IN DIRECTION.
8. WHERE SEWERLINE CROSSES UNDER A ROADWAY OR PARKING AREA LESS THAN 48" DEEP, THE SEWERLINE
SHALL BE INSULATED. THE INSULATION SHALL EXTEND 10' BEYOND THE EDGE OF THE ROAD OR PARKING AREA.
SEE TRENCH INSULATION DETAIL 2/D-3.
9. SEPTIC TANKS SHALL BE INSTALLED A MINIMUM OF 10' FEET FROM WATERLINES.
10. SEE SHEETS WW-3 TO WW-8 FOR GRAVITY SEWERLINE PROFILES. SEE SHEET WW-9 FOR PRESSURE LINE
PROFILE.
11. WHERE NEW SEWERLINES INTERSECT EXISTING WATERLINES, THE NEW SEWERLINES SHALL BE INSTALLED
ACCORDING TO APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, INCLUDING CALIFORNIA PLUMBING
CODE SECTION 720, "SEWER AND WATER PIPES."
12. ENSURE BUILDINGS SERVED BY THE EXISTING SEWER SYSTEM REMAIN WITH SERVICE UNTIL SUCH TIME AS THE
NEW SEPTIC AND PUMP SYSTEMS ARE OPERATIONAL. IF AN EXISTING SEWER LINE MUST BE CUT TO CONTINUE
WITH CONSTRUCTION, ENSURE ALL UPSTREAM BUILDINGS SERVED BY THE LINE TO BE CUT HAVE BEEN
TRANSFERRED TO THE NEW SYSTEM, OR INSTALL A TEMPORARY SEWAGE BYPASS. SUBMIT A PLAN FOR EACH
SEWAGE BYPASS TO THE CONTRACTING OFFICER.FOR APPROVAL PRIOR TO INSTALLATION.
13. THE EXISTING TREATMENT FACILITY MUST REMAIN IN OPERATION UNTIL SUCH TIME THAT THE NEW TREATMENT
SYSTEMS ARE INSTALLED, OPERATING, AND ACCEPTED BY THE CONTRACTING OFFICER; AND ALL SERVED
FACILITIES HAVE BEEN TRANSFERRED TO THE NEW SYSTEMS.
SEPTIC TANKS AND PUMP
SYSTEM - SEE SHEET D-1
SEPTIC TANK
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EXISTING ABSORPTION
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FOR BACKUP TREATMENT
EXISTING 2" PVC
PRESSURE SEWER LINE
NEW
ABSORPTION
FIELDS
CONNECTION TO
EXISTING 2" PVC
PRESSURE SEWER
NEW LIFT
STATION
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DIRECTOR OF ENGINEERING
DATE
APPROVED:
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AutoCAD SHX Text 500'
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LEGEND:
NEW SEWERLINE
EXISTING SEWERLINE
NEW WATERLINE
EXISTING WATERLINE
NEW ELECTRICAL LINE
EXISTING ELECTRICAL LINE
ELECTRICAL LINE TO BE REMOVED
EXISTING FENCE LINE
EXISTING GAS LINE
MANHOLE (EXIST / NEW)
CLEANOUT (EXIST / NEW)
RV SEWER HOOKUP (NEW)
ABANDONED TANK (EXIST TO REMOVE)
CURB VALVE AND BOX (EXIST / NEW)
HYDRANT (EXIST / NEW)
DRAIN - DAYLIGHT OR PUMPOUT (EXIST)
TEST STATION (EXIST)
WELL (EXIST)
SOILS TEST PIT
CREEK
EXISTING ROAD
NEW ROAD
MAJOR CONTOUR AND ELEVATION (FEET)
SIGN
NOTE: EXISTING SYMBOLS ARE LIGHT/GRAY;
NEW SYMBOLS ARE SOLID/DARK
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DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
8/6 /21
:3
4 K
CA
RN
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C :\U
SE
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\K
CA
RN
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\D
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9.B
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_W
AS
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AT
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.D W
G;
R4
INTERMOUNTAIN REGION
BRIDGEPORT
SEWER SYSTEM
REPLACEMENT
PROJECT
HUMBOLDT-TOIYABE
NATIONAL FOREST
BRIDGEPORT DISTRICT
WASTEWATER
OVERVIEW
SEWER SERVICE INDEX
AND LEGEND
09/29/2020
K CARNES
K CARNES
D JEPPSEN
WW-2
8/6/21FIELD SIZE
8 22
LEACHING CHAMBER
ABSORPTION FIELDS - SEE
SHEET D-2
REPLACEMENT ABSORPTION
FIELD LOCATIONS
SEPTIC TANKS AND PUMP
SYSTEM - SEE SHEET D-1
PRESSURE
SEWER LINE
SEPTIC TANK
BRIDGEPORT
ADMINISTRATION
SITE
ABBREVIATIONS:
ABAND ABANDONED
ACP ASBESTOS CEMENT PIPE
CO CLEANOUT
EX EXISTING
EXIST EXISTING
ELEC ELECTRICAL
GSP GALVANIZED STEEL PIPE
HDPE HIGH DENSITY POLYETHYLENE (PIPE)
IE INVERT ELEVATION
MH MANHOLE
PVC POLYVINYL CHLORIDE (PIPE)
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DATE
APPROVED:
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0+00 1+00 2+00
1.0
EXISTING GRADE
6" PVC GRAVITY SEWER 4" PVC GRAVITY SEWER
STA: 1+20.0
IE: 6466.80
INSTALL 22° BEND,
6X4 ECC. REDUCER,
AND CLEANOUT
STA: 1+88.9±
IE: 6468.532±
CONNECT TO EXIST
4" ACP SERVICE,
INSTALL CLEANOUT
STA: 1+80.9 TO 1+88.9±
REMOVE EXIST 4" ACP
SERVICE AND CLEANOUT
INSTALL 2" THICK
INSULATION BOARD
(SEE DETAIL 2/D-3)
HOUSE
BASE-
MENT
NEW SEWERLINE (TYP)
STA: 0+20.0
IE (N,E) - 6" IN: 6465.84
IE (S) - 6" OUT: 6465.80
INSTALL MANHOLE #5
0+00 1+00 2+00 3+00
EXISTING GRADE
4" PVC
GRAVITY SEWER
6" PVC GRAVITY SEWER
4" PVC
EFFLUENT
LINES
ABSORPTION FIELD
(SEE SHEET D-2
FOR DETAIL VIEW)
INSTALL 2" THICK
INSULATION BOARD
0+30 TO 2+00
(SEE DETAIL 2/D-3)
ENCASE 16 LF
SEWERLINE
NEW SEWERLINE (TYP)
-1.0%
STA: 0+30.0
IE: 6468.88
CONNECT TO EXIST 4" ACP
SERVICE, INSTALL 90°
BEND AND CLEANOUT
STA: 0+36.3±
IE (E): 6467.9±
EXIST 1" GSP WATER
(VERIFY LOCATION)
STA: 0+80.0
IE (W,N) - 4" IN: 6467.21
IE (S) - 6" OUT: 6467.04
INSTALL MANHOLE #4
STA: 2+04.3
IE (N,E) - 6" IN: 6465.84
IE (S) - 6" OUT: 6465.80
INSTALL MANHOLE #5
STA: 2+09.3
IE (IN): 6465.75
IE (OUT): 6465.58
INSTALL 2500 GAL
SEPTIC TANK
STA: 2+28.6
INSTALL 4" 45° BEND
STA: 2+31.1
IE (IN): 6465.53
IE (OUT): 6465.45
INSTALL DIST. BOX
STA: 2+38.1
IE (IN): 6465.40
BED: 6464.4
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PROJECT NAME
DRAWING TITLE
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ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
8/6 /21
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INTERMOUNTAIN REGION
BRIDGEPORT
SEWER SYSTEM
REPLACEMENT
PROJECT
HUMBOLDT-TOIYABE
NATIONAL FOREST
BRIDGEPORT DISTRICT
SEWER MAIN LINE B
AND SERVICE LINE C
PLAN AND PROFILE
09/29/2020
K CARNES
K CARNES
D JEPPSEN
WW-5
8/6/21FIELD SIZE
11 22
STUB OUT 4" PVC SEWER 5' AT 2%
(FOR FUTURE WATER
TREATMENT CONNECTION)
BUNKHOUSE 1 LATERAL AND SEWER MAIN - LINE "B"
VERTICAL SCALE: 1" = 8'
HORIZONTAL SCALE: 1" = 40'
HOUSE A SEWER LATERAL - LINE "C"
VERTICAL SCALE: 1" = 8'
HORIZONTAL SCALE: 1" = 40'
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CONNECT TO EXIST 4" SEWER
SERVICE AND CLEANOUT
STA. "C" 1+88.9
INSTALL MANHOLE #4
STA. "B 0+80.0
CONNECT TO EXIST 4"
SEWER SERVICE,
INSTALL 90° BEND
AND CLEANOUT
STA. "B" 0+30.0
INSTALL 4" PVC WITH 45° BEND
TO DISTRIBUTION BOX
STA. "B" 2+28.6
BARRACKS 1
HOUSE A
INSTALL 45° BEND,
CLEANOUT, AND 6X4
ECCENTRIC REDUCER
STA. "C" 1+20.0
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INSTALL 2500 GAL
SEPTIC TANK
STA. "B" 2+09.3
INSTALL ABSORPTION FIELD #2
STA. "B" 2+38.1 TO 2+94.1
(SEE SHEET D-2)
BACKUP FIELD LOCATION
(DO NOT DISTURB OR COMPACT)
ENCASE SEWER FROM CLEANOUT
TO 10' BEYOND WATER LINE
X
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INSTALL MANHOLE #5
STA. "B" 2+04.3
STA. "C" 0+20.0
DIRECTOR OF ENGINEERING
DATE
APPROVED:
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5+00 5+00
0+00 1+00 2+00 3+00 4+00 5+005+00
EXISTING GRADE
2" DR-11 HDPE PRESSURE SEWER
4" PVC
EFFLUENT
LINES
ABSORPTION FIELD
(SEE SHEET D-2
FOR DETAIL VIEW)
-1.0%
-1.0%
STA: 2+13.6
IE: 6466.30
INSTALL 45° BEND
STA: 2+40.0
IE: 6466.03
GRADE BREAK
APPROX. RIM: 6471.597
STA: 0+98.0
IE (IN): 6468.00
BED: 6467.00
STA: 1+18.0
IE: 6467.26 ±
GRADE BREAK
BEGIN 48" MIN DEPTH
STA: 1+08.0
IE: 6468.34
INSTALL 45° BEND
STA: 1+07.0
INSTALL 2" HDPE X
4" PVC ADAPTOR
STA: 1+04.5
IE (IN): 6468.22
IE(OUT): 6468.10
INSTALL 30"
IF A BAFFLE IS NOT PROVIDED INSIDE
DISTR. BOX, INSTALL 4" TEE CROSSWISE
ON END OF 4" INLET INSIDE BOX
STA: 3+60.0
IE: 6453.74
GRADE BREAK
STA: 3+93.7
IE: 6451.79
INSTALL 45° BEND
STA: 4+74.9
IE: 6450.20
INST. 45° BEND
STA: 4+76.6
IE: 6450.18
INST. 2" TEE
STA: 4+10.0
IE: 6450.85
GRADE BREAK
STA: 4+25.7±
ELEV: 6452.0±
EXIST 1" WATER LINE
(VERIFY LOCATION)
STA: 4+74.2±
ELEV: 6451.3±
EXIST 6" SEWER MAIN
(VERIFY LOCATION)
STA: 3+63.8±
ELEV: 6456.5±
NEW ELEC CONDUIT
STA: 3+11.6±
ELEV: 6462.2±
EXIST ELEC CONDUIT
(VERIFY LOCATION)
STA: 4+81.4
IE (OUT): 6450.17
APPROX. RIM: 6454.5
PUMP BASIN TANK - SEE
SHEET D-1 FOR DETAILS
NEW PRESSURE
SEWERLINE (TYP)
ENCASE 20 LF
SEWERLINE
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
8/6 /21
:3
4 K
CA
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INTERMOUNTAIN REGION
BRIDGEPORT
SEWER SYSTEM
REPLACEMENT
PROJECT
HUMBOLDT-TOIYABE
NATIONAL FOREST
BRIDGEPORT DISTRICT
SEWER PRESSURE MAIN
LINE P
PLAN AND PROFILE
09/29/2020
K CARNES
K CARNES
D JEPPSEN
WW-9
8/6/21FIELD SIZE, STATION FIX
15 22
SEWER MAIN - LINE "A" - STA. 0+00 TO 5+00
VERTICAL SCALE: 1" = 8'
HORIZONTAL SCALE: 1" = 40'
INSTALL DISTRIBUTION BOX
STA. "P"1+04.5
INSTALL ABSORPTION FIELD #2
STA. "P" 0+02.0 TO 0+98
(SEE SHEET D-2)
HOUSE C
INSTALL 60" Ø MANHOLE
FOR PUMP BASIN
STA. "P" 4+81.4
STA. "A" 8+51.0
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SEWER MAIN- LINE "A"
SEE SHEET WW-4
A
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INSTALL BEND
STA. "P" 2+13.6
INSTALL BEND
STA. "P" 3+93.7
SEE SHEET C-1 FOR DEMOLITION INFORMATION.
SEE SHEET C-3 FOR WATER, ELECTRICAL, AND
ROADWAY CONSTRUCTION.
BACKUP FIELD LOCATION
(DO NOT DISTURB OR COMPACT)
ENCASE SEWER 10'
EACH SIDE OF WATER
LINE (2 LOCATIONS)
INSTALL 2" SEWER VALVES ON
THE WEST AND SOUTH LEGS
OF TEE AT STA 4+76.6
SEE DETAIL 1/D-6
DIRECTOR OF ENGINEERING
DATE
APPROVED:
AutoCAD SHX Text D
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ABSORPTION FIELD LAYOUTS
LEACHING CHAMBER
SIDE VIEW
LEACHING CHAMBER
END VIEW
SEPTIC TANK (FOR SYSTEM #2)
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
8/9 /21
:0
7 K
CA
RN
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INTERMOUNTAIN REGION
BRIDGEPORT
SEWER SYSTEM
REPLACEMENT
PROJECT
HUMBOLDT-TOIYABE
NATIONAL FOREST
BRIDGEPORT DISTRICT
CHAMBER SYSTEM
ABSORPTION FIELDS
AND SEPTIC SYSTEM #2
TANK
09/29/2020
K CARNES
K CARNES
D JEPPSEN
D-2
8/7/21FIELD SIZE, TRENCH SIDEWALL
17 22
DIRECTOR OF ENGINEERING
DATE
APPROVED:
AutoCAD SHX Text
GROUND LINE
AutoCAD SHX Text
GROUND LINE
AutoCAD SHX Text LEACHING CHAMBER NOTES: 1. EXCAVATE AND RAKE LEVEL 3' WIDE TRENCHES. EXCAVATE AND RAKE LEVEL 3' WIDE TRENCHES. TRENCHES SHALL BE 6' APART AND SEPARATED BY UNDISTURBED SOIL. 2. GRAVELLESS CHAMBERS SHALL BE 34"W x 53"L x GRAVELLESS CHAMBERS SHALL BE 34"W x 53"L x 12"H (48" EFFECTIVE LENGTH) QUICK-4 HIGH-CAPACITY CHAMBERS AS MANUFACTURED BY INFILTRATOR SYSTEMS, INC. OR AN APPROVED EQUAL. INSTALL CHAMBERS ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. 3. INSTALL INSPECTION PORT IN PRE-MARKED HOLE INSTALL INSPECTION PORT IN PRE-MARKED HOLE BETWEEN THE LAST TWO "RIBS" OF THE INFILTRATOR AT THE DOWNSTREAM END OF EACH TRENCH. 4. THE ABSORPTION FIELD SHALL BE CONSTRUCTED THE ABSORPTION FIELD SHALL BE CONSTRUCTED WHERE STAKED BY THE CONTRACTING OFFICER. 5. DRILL HOLE IN PIPE TO RECEIVE ONE 18" #4 REBAR. DRILL HOLE IN PIPE TO RECEIVE ONE 18" #4 REBAR. CENTER REBAR HORIZONTALLY IN HOLE.
AutoCAD SHX Text
OUTLET TO ABSORPTION FIELD
AutoCAD SHX Text
6" PVC SEWERLINE
AutoCAD SHX Text
INLET
AutoCAD SHX Text
6" PVC SEWERLINE
AutoCAD SHX Text
FROM LIFT STA.
AutoCAD SHX Text DRAINFIELD NOTES: 1. DISTRIBUTION BOX OUTLETS SHALL BE AT THE SAME OR HIGHER ELEVATION THAN THE HIGHEST TRENCH. DISTRIBUTION BOX OUTLETS SHALL BE AT THE SAME OR HIGHER ELEVATION THAN THE HIGHEST TRENCH. 2. THE DISTRIBUTION BOXES SHALL THE FOLLOWING MODELS AS MANUFACTURED BY JENSEN PRECAST OF THE DISTRIBUTION BOXES SHALL THE FOLLOWING MODELS AS MANUFACTURED BY JENSEN PRECAST OF SPARKS, NV, 1-800-382-7009, OR APPROVED EQUALS: FIELD #1: MODEL D-30 BOX W/ GRADE RINGS AS NEEDED AND GASKETED CAST IRON RING AND COVER. INSTALL HORIZONTAL TEE ON INLET PIPE AS A BAFFLE (NOT REQUIRED IF A BAFFLE WALL IS INCORPORATED INTO THE BOX CASTING.) FIELD #2: MODEL D6B. 3. SEWER LINES BETWEEN THE DISTRIBUTION BOX AND CHAMBER TRENCHES MAY BE INSTALLED IN THE SAME SEWER LINES BETWEEN THE DISTRIBUTION BOX AND CHAMBER TRENCHES MAY BE INSTALLED IN THE SAME TRENCH. 8" MINIMUM HORIZONTAL SEPARATION IS REQUIRED.
AutoCAD SHX Text SEPTIC TANK NOTES: 1. THE SEPTIC TANK SHALL BE WATERTIGHT THE SEPTIC TANK SHALL BE WATERTIGHT REINFORCED CONCRETE WITH A MINIMUM LIQUID CAPACITY OF 2500 GALLONS. JENSEN JZ-2500 OR APPROVED EQUAL. 2. SEPTIC TANK SHALL BE DESIGNED FOR H-20 SEPTIC TANK SHALL BE DESIGNED FOR H-20 TRAFFIC LOAD WITH SOIL COVER OF 1' TO 5'. 3. TANK CONSTRUCTION AND INSTALLATION SHALL BE TANK CONSTRUCTION AND INSTALLATION SHALL BE IN COMPLIANCE WITH THE CALIFORNIA PLUMBING CODE, APPENDIX H: PRIVATE SEWAGE DISPOSAL SYSTEMS.
AutoCAD SHX Text
GROUND LINE
AutoCAD SHX Text
RUN 4" PVC THROUGH INLET OPENING IN END PLATE BUT NOT BEYOND SPLASH PLATE.
AutoCAD SHX Text 18" x 18" x 4" CONCRETE SPLASH PLATE OR USE SPLASH PLATE AS SUPPLIED BY MANUFACTURER.
AutoCAD SHX Text
4" PVC FROM DISTRIBUTION BOX.
AutoCAD SHX Text
-2% MIN. SLOPE
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END PLATES AS SUPPLIED BY MANUFACTURER. (BOTH ENDS)
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0% LEVEL TRENCH BOTTOM
AutoCAD SHX Text
INSPECTION PORT (4" ABS)
AutoCAD SHX Text
PERFORATE PIPE BELOW COUPLING WITH 1/2" DIA. HOLES.
AutoCAD SHX Text
INSPECTION PORT ANCHOR SEE NOTE 5.
AutoCAD SHX Text
INSTALL 4" ABS COUPLING SO COUPLING SITS ON TOP OF CHAMBER.
AutoCAD SHX Text
MOUND BACKFILL OVER TRENCH
AutoCAD SHX Text
NATIVE SOIL BACKFILL (COMPACT BY FOOT)
AutoCAD SHX Text 24" MIN. DIA. CONCRETE RISER COLLAR AND LOCKABLE CAST IRON GASKETED LID (TYP. OF 2)
AutoCAD SHX Text
FLOW
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FLOW
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30" DISTRIBUTIONBOX, 10 HOLE MIN.
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TRENCH (TYP.)
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BAFFLE
AutoCAD SHX Text
ABS THREADED CAP (CLEANOUT TYPE)
AutoCAD SHX Text
TOP OF BOX 2" ABOVE GRADE - SLOPE BACKFILL TO DRAIN AWAY FROM BOX
AutoCAD SHX Text "CHRISTY G6" CONCRETE VALVE BOX (OR EQUAL) W/ LOCKING LID MARKED "SEWER" (SEE SPECIFICATION)
AutoCAD SHX Text
SEE SHEET D-1 FOR SYSTEM #1 TANKS
AutoCAD SHX Text PRIMARY TANK COMPARTMENT IS TO HAVE A MINIMUM VOLUME OF 23THE TOTAL TANK CAPACITY
AutoCAD SHX Text
SENCONDARY TANK COMPARTMENT IS TO HAVE A MINIMUM VOLUME OF 500 GAL.
AutoCAD SHX Text
6 HOLE MIN DIST. BOX
AutoCAD SHX Text
FROM SEPTIC TANK
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ABSORPTION FIELD #1
AutoCAD SHX Text
ABSORPTION FIELD #2
AutoCAD SHX Text ABSORPTION FIELD #2 IS DESIGNED FOR THE FOLLOWING: * PERCOLATION RATE OF 25 MINUTES PER INCH. * SOIL LOADING RATE OF 2.5 GPD/SF. * 1600 GALLONS PER DAY. * TANK SIZE OF 2325 GALLONS (USE 2500 GAL) * LEACH AREA/100 GAL TANK CAP. = 40 SF * AREA FACTOR FOR CHAMBER SYSTEM = 0.7 * TOTAL LEACH AREA = 672 SF
AutoCAD SHX Text ABSORPTION FIELD #1 IS DESIGNED FOR THE FOLLOWING: * PERCOLATION RATE OF 25 MINUTES PER INCH. * SOIL LOADING RATE OF 2.5 GPD/SF. * 4100 GALLONS PER DAY. * TANK SIZE OF 4500 GALLONS * LEACH AREA/100 GAL TANK CAP. = 40 SF * AREA FACTOR FOR CHAMBER SYSTEM = 0.7 * TOTAL LEACH AREA = 1380 SF
AutoCAD SHX Text
ABSORPTION FIELD DESIGN PARAMETERS
AutoCAD SHX Text
HORIZONTAL BAFFLE TEE
AutoCAD SHX Text
UNDISTURBED SOIL BETWEEN TRENCHES
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| Sheets and Views |
| G3 |
| Rev1-D2.pdf |
| Sheets and Views |
| Layout1 |
| Rev1-S1.pdf |
| Sheets and Views |
| S-2 |
| Rev1-S4.pdf |
| Sheets and Views |
| S-4 |
| Rev1-WW1.pdf |
| Sheets and Views |
| WW-1-Index |
| Rev1-WW2.pdf |
| Sheets and Views |
| WW-2-Index |
| Rev1-WW5.pdf |
| Sheets and Views |
| WW-5-BC |
| Rev1-WW9.pdf |
| Sheets and Views |
| WW-9-P |
File details come from the government source that posted it. Updated .