Attachment_1_-_Drawings_VRCG_Septic_System.pdf
PDF 5 MB Posted
- Attached to
- VIRGIN RIVER CAMPGROUND SEPTIC SYSTEM REPLACEMENT Federal contract opportunity
- Solicitation number
- 140L0624R0007
About this file
This set of construction drawings and related federal contract solicitation provide details for a septic system replacement project at the Virgin River Campground. The drawings show existing site features and layouts for three new septic systems, including tanks, distribution boxes, perforated drain pipes, and leach fields. Standard construction details are provided for the septic tanks, cleanouts, diversion valves, and leach field trenches. The related solicitation is for the septic system replacement and is issued by the Bureau of Land Management, Department of the Interior. The solicitation number is 140L0624R0007 and is seeking contractor proposals to remove the three existing septic systems and install the new systems according to the design drawings.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Attachment_11_-_Questions___Answers__2_0002.pdf | ||
| Sol_140L0624R0007_Amd_0002.pdf | ||
| Attachment_12_-_Amended_Continuation_Pages_01-09-2024_0002.pdf | ||
| Attachment_7_-_Design_Rpt_including_GeoTech_Rept_2023_01_13_0001.pdf | ||
| Attachment_10_-_Amendment_1_Continuation_Pages_01-08-2024_0001.pdf | ||
| Attachment_9_-_Site_Visit_Roster_12-12-2023_0001.pdf | ||
| Attachment_8_-_Questions___Answers__1_0001.pdf | ||
| Sol_140L0624R0007_Amd_0001.pdf | ||
| Attachment_2_-_Specifications_VRCG_Septic_System_FINAL.pdf | ||
| Sol_140L0624R0007.pdf | ||
| Attachment_6_-_Lim_on_SubK_Breakout.xlsx | XLSX spreadsheet | |
| Attachment_3_-_WD_AZ20230014_09012023.pdf | ||
| Attachment_5_-_SF1442_Completion_Instructions.pdf | ||
| Attachment_4_-_Pricing_Worksheet_final.xlsx | XLSX spreadsheet |
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Text version
SEPTIC
CO
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EB
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ALL RIGHTS RESERVED
PROJECT NO.: 20049.20
DESIGN BY:
DRAWN BY:
CHECKED BY:
DATE: 2023/01/13
BU
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87654321 COPYRIGHT 2023 GLHN ARCHITECTS & ENGINEERS, INC.
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GI001
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VIRGIN RIVER CAMPGROUND
SEPTIC SYSTEM REPLACEMENT
MOHAVE COUNTY,ARIZONA
ARIZONA STRIP FIELD OFFICE
DRAWING INDEX
GI001 COVER SHEET
CS101 SITE PLAN - RESTROOM 1
CS102 SITE PLAN - RESTROOM 2
CS103 SITE PLAN - RESTROOM 3
CS501 SITE DETAILS
INTERSTA
TE 15
PROJECT DESCRIPTION
THIS
SITE
PHOENIX
THIS SITE.
LAS VEGAS
STATE REFERENCE MAP
N.T.S.
VICINITY MAP
N.T.S.
SITE MAP
1" = 400'
THE PROJECT IS LOCATED APPROXIMATELY 20 MILES SOUTHWEST OF ST.
GEORGE, UTAH. LOCATED AT MILE POST 18, CEDAR POCKET EXIT, FROM
INTERSTATE 15, IN MOHAVE COUNTY, ARIZONA.
THE PROJECT CONSISTS OF REMOVAL AND REPLACEMENT OF THREE
EXISTING SANITARY SEWER SEPTIC SYSTEMS, INCLUDING THREE NEW
2,500-GALLON UNDERGROUND SEPTIC TANKS, NEW GRAVEL TRENCH
LEACH FIELDS AND ASSOCIATED PIPING.
GENERAL NOTES:
1. ALL WORK SHALL CONFORM TO THE CONTRACT, SPECIFICATIONS, DRAWINGS, AND
DETAILS.
2. THE WORK REQUIRES CLOSURE OF EACH RESTROOM; CONSTRUCTION TO PROCEED ONE
FACILITY AT A TIME. CONTRACTOR TO ENSURE REMAINING 2 RESTROOMS ARE FULLY
FUNCTIONAL AND ACCESSIBLE THROUGHOUT CONSTRUCTION. CONTRACTOR TO PROVIDE
A CONSTRUCTION SCHEDULE AND MAINTAIN UPDATES. OWNER WILL PROVIDE PUBLIC
NOTIFICATION.
3. THE CONTRACTOR SHALL PROVIDE: PUMP DRY EACH TANK AND HAUL OUT WASTEWATER,
DISPOSE OF WASTEWATER AND TANKS LEGALLY OFFSITE.
4. THE CONTRACTOR SHALL CONTACT ARIZONA BLUE STAKE (811 OR 1-800-782-5348) FOR
UTILITY LOCATION MARKINGS A MINIMUM OF TWO (2) WORKING DAYS PRIOR TO THE
COMMENCEMENT OF EXCAVATION.
5. AS-BUILT DRAWINGS OF THE EXISTING SEPTIC SYSTEMS DO NOT EXIST. THE CONTRACTOR
SHALL VERIFY ALL SITE CONDITIONS PRIOR TO COMMENCING WORK, AND NOTIFY THE
OWNER OF ANY SUBSTANTIAL DISCREPANCIES CONCERNING THE LOCATION AND
FUNCTION OF EXISTING UTILITIES AS SHOWN ON THESE DRAWINGS.
6. UTILITY LOCATIONS, AS SHOWN ON THE PLANS, WERE COMPILED BASED ON THE BEST
AVAILABLE INFORMATION. HOWEVER, UTILITY LOCATIONS ARE NOT TO BE CONSIDERED
EXACT OR COMPLETE. PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL VERIFY
THE HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES WITH THE APPROPRIATE
ORGANIZATION AND POTHOLE FOR UTILITY LINES WHOSE EXACT HORIZONTAL OR VERTICAL
LOCATION IS IN QUESTION.
7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE ALL UNDERGROUND PIPELINES,
TELEPHONE, COMMUNICATIONS, ELECTRICAL CONDUITS, AND ANY STRUCTURES IN
ADVANCE OF CONSTRUCTION. THE CONTRACTOR SHALL OBSERVE ALL POSSIBLE
PRECAUTIONS TO AVOID ANY DAMAGE TO SUCH UTILITIES. THE ENGINEER AND/OR OWNER
WILL NOT WARRANT ANY UTILITY LOCATIONS AS SHOWN ON THESE PLANS, OR THOSE
OMITTED FROM THE SAME.
8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL EXISTING UTILITIES
AND IMPROVEMENTS "IN-PLACE" UNLESS OTHERWISE NOTED ON THE CONSTRUCTION
DOCUMENTS.
9. CONTRACTOR SHALL PROVIDE TEMPORARY FENCING AROUND ALL EXCAVATIONS. IN NO
CASE SHALL THE CONTRACTOR LEAVE OPEN TRENCHES WITHOUT SECURE FENCING.
10. THE CONTRACTOR SHALL COMPLY WITH ALL OCCUPATIONAL SAFETY AND HEALTH
ADMINISTRATION (OSHA) REQUIREMENTS, INCLUDING WORKING WITHIN CONFINED SPACE
AREAS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE DESIGN, INSTALLATION,
AND MAINTENANCE OF ALL REQUIRED SHORING.
11. ALL TREES, SHRUBS, AND VEGETATION SHALL BE PROTECTED DURING CONSTRUCTION,
EXCEPT WHEN THE REMOVAL OF THE TREES, PLANTS, OR VEGETATION IS SPECIFICALLY
NOTED ON THE PLANS, OR APPROVED BY THE OWNER.
12. CONTRACTOR SHALL GRADE ALL DISTURBED AREAS TO DRAIN, COMPACTED TO MIN 85%
DRY DENSITY, AND RAKE TO A CLEAN NEAT SURFACE.
13. THE CONTRACTOR SHALL COORDINATE POWER SHUTDOWN WITH DIXIE ESCALANTE AS
REQUIRED.
FLAGSTAFF
KINGMAN
ST GEORGE, UTAH
LITTLE FIELD
RESTROOM 1
CS101
RESTROOM 2
CS102
RESTROOM 3
CS103
INTER
STA
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C
EDAR PO
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KET RO
AD
C
EDAR PO
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KET RO
AD
CO
MISC
E
SEPTIC
T
PIT
UK
G
PTBL
SEPTIC TANK
SANITARY SEWER CLEANOUT
WATER FOUNTAIN
TRANSFORMER
ELECTRIC PEDESTAL
MISCELLANEOUS- UNKNOWN
UNKNOWN 2.5X2.5 VAULT
FIRE PIT
GRILL
PICNIC TABLE
NEW EXISTINGFEATURE
GROUND LINE PROFILE
CURB
BUILDING
SIDEWALK
SANITARY SEWER GRAVITY LINE
WATER
S
ELECTRICAL E
AC PAVEMENT
W
MATERIALS LIST
MOBILIZATION E.A. 1
SEPTIC TANK REMOVAL E.A. 3
NEW SEPTIC TANK INSTALL E.A. 3
SOLID 4" PVC L.F. 245
PERFORATED 4" PVC L.F. 660
PERCOLATION GRAVEL C.Y. 330
AGGREGATE BASE COURSE C.Y. 1.2
EARTHWORK C.Y. 877
FILTER FABRIC S.F. 1980
DIVERSION VALVE E.A. 3
DISTRIBUTION BOX E.A 5
CLEANOUT E.A 4
NOTE: QUANTITIES ARE APPROXIMATE AND NOT ALL-INCLUSIVE.
CONTRACTOR SHALL CALCULATE OWN QUANTITIES.
SEPTIC SYSTEM LEACH FIELD SS
AutoCAD SHX Text
PANEL
AutoCAD SHX Text
ELEC
CONL ST PC
2171.14
CONL
2170.16
CONL
2170.55
CONL
2170.50
CONL PT
2170.42
CONL ST PC
2170.12
CONL
2170.20
CONL PT
2170.40
CONL
2169.45
CONL
2169.44
CONL
2168.89
CONL ST
2168.92
CONL
2169.42
CONL
2169.30
CONL
2169.53
CONL
2169.51
CONL
2169.49
CONL
2169.70
CONL
2170.47
BLDG ST
2170.00
BLDG
2170.94BLDG
2171.11
BLDG
2170.59
SEPTIC
MISC
2170.87
CO
BLDG
2171.50
BLDG
2171.51
BLDG
2171.55
BLDG CL
2171.10
DRTS
2171.75
DRTS
2172.29
DRTS
2172.93
DRTS
2173.35
DRTS
2173.68
MISC
2173.18
PTBL
G
PIT
DRTS
2172.67 DRTS
2171.86
DRTS
2172.52
DRTS
2172.10
DRTS
2171.30
DRTS
2171.15
PTBL
DRTS
2170.98
DRTS
2170.72
SEPTIC
S
S
S
S
S
S
S
S
S
S
S
S
E
E
E
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ALL RIGHTS RESERVED
PROJECT NO.: 20049.20
DESIGN BY:
DRAWN BY:
CHECKED BY:
DATE: 2023/01/13
BU
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0A1 SITE PLAN - RESTROOM 1
5 10 20
CS101
RE
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RO
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KTD
TLH
DCM
1. FIELD-LOCATE EXISTING 2,000 GALLON CONCRETE SEPTIC
TANK, CUT BUILDING SEWER LINE, REMOVE AND DISPOSE OF
TANK OFF SITE. EXCAVATE AS REQUIRED TO PLACE NEW SEPTIC
TANK, CONNECT TO BUILDING SEWER LINE. REFER TO DETAIL 1,
SHEET CS501 FOR TANK DETAIL.
2. NEW 4" SANITARY SEWER LINE AT 2% MIN SLOPE, REPLACE
EXISTING AS REQUIRED.
3. NEW 4" LEACHATE LINE AT 1% MIN SLOPE
4. NEW 4" PVC DIVERSION VALVE, AMERICAN MANUFACTURING
"BULL RUN VALVE" OR APPROVED EQUAL. SEE DETAIL 5, SHEET
CS501. FIELD-LOCATE AND CONNECT TO EXISTING LEACHATE
LINE.
5. NEW 4" SANITARY SEWER CLEANOUT SEE DETAIL 3, SHEET CS501
6. NEW DISTRIBUTION BOX SEE DETAIL 2, SHEET CS501
7. NEW 4" PERFORATED PIPE SET LEVEL IN GRAVEL-FILLED TRENCH
PER DETAIL 4, SHEET CS501. LENGTH PER PLAN.
8. APROX 200' WEST OF RESTROOM 1, HOST SITE RV DUMP, DRAIN
TO BE FIELD LOCATED AND TIED BACK INTO NEW SEPTIC
SYSTEM.
9. EXISTING WATER VALVE ASSEMBLY TO REMAIN, PROTECT IN
PLACE.
10. APPROXIMATE LOCATION OF EXISTING LEACH FIELD, PROTECT
IN PLACE. FIELD-LOCATE FIELD AND INLET PRIOR TO SITE
EXCAVATION.
KEYNOTES
EXISTING
RESTROOM 1
EXISTING
RAMADA
90.00'
40.00'
BLDG ST
2167.21
BLDG
2167.56
BLDG
2167.15
BLDG
2167.64
DRTS
2167.92
DRTS
2167.34
E
DRTS
2167.48
DRTS
2167.36
MISC
2167.86MISC
2167.39BLDG
2168.06 BLDG
2168.32
BLDG
2167.99 BLDG CL
2167.38
MISC
2167.07
DRTS
2167.50
DRTS
2167.32
DRTS
2165.91
DRTS
2165.40
SD
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ALL RIGHTS RESERVED
PROJECT NO.: 20049.20
DESIGN BY:
DRAWN BY:
CHECKED BY:
DATE: 2023/01/13
BU
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0A1 SITE PLAN - RESTROOM 2
5 10 20
CS102
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KTD
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KEYNOTES
EXISTING
RESTROOM 2
EXISTING
RAMADA
1. FIELD-LOCATE EXISTING 2,000 GALLON CONCRETE SEPTIC
TANK, CUT BUILDING SEWER LINE, REMOVE AND DISPOSE OF
TANK OFF SITE. EXCAVATE AS REQUIRED TO PLACE NEW SEPTIC
TANK, CONNECT TO BUILDING SEWER LINE. REFER TO DETAIL 1,
SHEET CS501 FOR TANK DETAIL.
2. NEW 4" SANITARY SEWER LINE AT 2% MIN SLOPE, REPLACE
EXISTING AS REQUIRED.
3. NEW 4" LEACHATE LINE AT 1% MIN SLOPE
4. NEW 4" PVC DIVERSION VALVE, AMERICAN MANUFACTURING
"BULL RUN VALVE" OR APPROVED EQUAL. SEE DETAIL 5, SHEET
CS501. FIELD-LOCATE AND CONNECT TO EXISTING LEACHATE
LINE.
5. NEW 4" SANITARY SEWER CLEANOUT SEE DETAIL 3, SHEET CS501
6. NEW DISTRIBUTION BOX SEE DETAIL 2, SHEET CS501
7. NEW 4" PERFORATED PIPE SET LEVEL IN GRAVEL-FILLED TRENCH
PER DETAIL 4, SHEET CS501. LENGTH PER PLAN.
8. EXISTING JOSHUA TREES, PROTECT IN PLACE.
9. EXISTING HOST SITE RV DUMP WITH WATER LINE, DRAIN TO BE
FIELD LOCATED AND TIED BACK INTO NEW SEPTIC SYSTEM.
WATER LINE TO REMAIN, PROTECT IN PLACE.
10. EXISTING WATER VALVE ASSEMBLY TO REMAIN, PROTECT IN
PLACE.
11. EXISTING DIXIE ESCALANTE PULL BOX TO REMAIN, PROTECT IN
PLACE. CONTRACTOR TO LOCATE SECONDARY POWER LINES.
12. APPROXIMATE LOCATION OF EXISTING LEACH FIELD, PROTECT
IN PLACE. FIELD-LOCATE FIELD AND INLET PRIOR TO SITE
EXCAVATION.
60.00'
40.00'17.22'
48.53'
46.19'
16.25'
14.26'
DRTS
2098.74
MISC
2101.69
SEPTIC
T
DRTS
2101.58
DRTS
2101.44
DRTS
2101.88
DRTS
2102.57
DRTS
2102.05
DRTS
2100.57
E E
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W W
W W
W W
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ALL RIGHTS RESERVED
PROJECT NO.: 20049.20
DESIGN BY:
DRAWN BY:
CHECKED BY:
DATE: 2023/01/13
BU
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A U
O F L
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0A1 SITE PLAN - RESTROOM 3
5 10 20
CS103
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KTD
TLH
DCM
KEYNOTES
EXISTING
RESTROOM 3
EXISTING
RAMADA
1. FIELD-LOCATE EXISTING 2,000 GALLON CONCRETE SEPTIC
TANK, CUT BUILDING SEWER LINE, REMOVE AND DISPOSE OF
TANK OFF SITE. EXCAVATE AS REQUIRED TO PLACE NEW SEPTIC
TANK, CONNECT TO BUILDING SEWER LINE. REFER TO DETAIL 1,
SHEET CS501 FOR TANK DETAIL.
2. NEW 4" SANITARY SEWER LINE AT 2% MIN SLOPE, REPLACE
EXISTING AS REQUIRED.
3. NEW 4" LEACHATE LINE AT 1% MIN SLOPE
4. NEW 4" PVC DIVERSION VALVE, AMERICAN MANUFACTURING
"BULL RUN VALVE" OR APPROVED EQUAL. SEE DETAIL 5, SHEET
CS501. FIELD-LOCATE AND CONNECT TO EXISTING LEACHATE
LINE.
5. NEW 4" SANITARY SEWER CLEANOUT SEE DETAIL 3, SHEET CS501
6. NEW DISTRIBUTION BOX SEE DETAIL 2, SHEET CS501
7. NEW 4" PERFORATED PIPE SET LEVEL IN GRAVEL-FILLED TRENCH
PER DETAIL 4, SHEET CS501. LENGTH PER PLAN.
8. APROX 85' NW FROM RESTROOM, EXISTING HOST SITE RV DUMP,
DRAIN TO BE FIELD LOCATED AND ABANDONED IN PLACE.
REMOVE YARD HYDRANT TO 18" BELOW GRADE, CAP, AND
BACKFILL.
9. EXISTING WATER VALVE ASSEMBLY TO REMAIN, PROTECT IN
PLACE.
10. EXISTING DIXIE ESCALANTE TRANSFORMER TO REMAIN, PROTECT
IN PLACE. CONTRACTOR TO LOCATE SECONDARY POWER
LINES.
11. APPROXIMATE LOCATION OF EXISTING LEACH FIELD, PROTECT
IN PLACE. FIELD-LOCATE FIELD AND INLET PRIOR TO SITE
EXCAVATION.
60.00'
60.00'
25.09'
8.33'
.86
AutoCAD SHX Text
PANEL
AutoCAD SHX Text
ELEC
ALL RIGHTS RESERVED
PROJECT NO.: 20049.20
DESIGN BY:
DRAWN BY:
CHECKED BY:
DATE: 2023/01/13
BU
RE
A U
O F L
A N
D M
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87654321 COPYRIGHT 2023 GLHN ARCHITECTS & ENGINEERS, INC.
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LEACH FIELD TRENCH SECTION4 NOT TO SCALE
2,500 GALLON SEPTIC TANK1 NTS
5' -9
4'
-9 "6'
5' 4" INLET & OUTLET
PIPE AND FITTINGS
TYP.
24" DIA. GAS-TIGHT RING
AND COVER, TYP. X 2
ELEVATION 4" A.B.C. ON NATIVE SOIL
OR BEDDING PER TANK
MANUFACTURER, LEVEL
16'-10"
A A
PLAN
1. LIQUID CAPACITY: 2,500 GALLONS WITH 2 3
VOLUME IN FIRST (INLET) SIDE.
2. BOX DESIGN LOAD: H-20 TRAFFIC WITH 1
TO 6 FEET COVER.
3. MINIMUM EXCAVATION 7'- 0" x 17'-10" x
9'-6" DEEP, FOR TANK SHOWN.
4. JENSEN PRE-CAST CONCRETE TANK AS
SHOWN OR APPROVED EQUAL MEETING
ARIZONA ADMINISTRATIVE CODE (A.A.C.),
TITLE 18, CHAPTER 9, SECTION R18-9-A314.
5. PRIOR TO BACKFILLING, TANK SHALL BE
TESTED PER A.A.C. R18-9-A314. TESTING
MUST BE SIGNED OFF BY OWNER.
NOTES:
CONCRETE RISERS BRING TO
SURFACE FINISH GRADE
CS501
SI
TE
D
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A
IL
S
KTD
TLH
DCM
HDPE DISTRIBUTION BOX D-52 NOT TO SCALE
4" FROM
SEPTIC TANK
4" OUTLET TO
LEACH FIELD (TYP OF 3)
11"
5- 1/
2" A
T O
UT
LE
TS
(T
YP
O
F 5)
4" INLET
PLASTIC PIPE
SEALS (TYP)
6- 1/
2" A
T
IN
LE
T
15-1/2"
ADDITIONAL LINE
AS NEEDED
PER PLAN
KNOCKOUT
NOT USED
COVER
WASHED GRAVEL OR ROCK, UNIFORMLY
GRADED 3/4" MIN, 1-1/2" MAX (TYP)
NATIVE BACKFILL, COMPACT TO
85% OF MAXIMUM DENSITY AS
DETERMINED BY ASTM D698 (TYP)
1 LAYER FILTER
FABRIC (TYP)
8'
(TYP)
1'-6"
(TYP)
3'-0"
(TYP)
V A
RI
ES
9" M
IN
" M A
X 2"
4"Ø PVC PERFORATED PIPE SET
LEVEL IN CENTER OF TRENCH,
LENGTH PER PLAN
6" TRAFFIC-RATED (H20)
FRAME AND COVER,
WATER TIGHT LID
COMPACTED BACKFILL OR
UNDISTURBED EARTH
STANDARD 4" X 45° BEND
TO BE LAID ON UNDISTURBED EARTH OR
COMPACTED SELECT MATERIAL (TYPE B) OR
A.B.C.
CLEANOUT CONTROL
POINT
STANDARD
4" X 4" WYE
CLASS 'AA' CONC. PER
MAG SECTION 725, 6"
THICK, 24" DIA.
5" M
A X.
THREADED CLEANOUT PLUG
1-
1/ 2"
EXISTING GRADE
FLOW
CAP IF END OF LINE
24"
SEWER CLEANOUT3 NOT TO SCALE
4" PVC DIVERSION VALVE5 NOT TO SCALE
6" TRAFFIC-RATED (H20)
FRAME AND COVER,
WATER TIGHT LID
COMPACTED BACKFILL OR
UNDISTURBED EARTH
CLASS 'AA' CONC. PER
MAG SECTION 725, 6"
THICK, 24" DIA.
5" M
A X.
1- 1/
2"
EXISTING GRADE
FROM SEPTIC TANK
24"
4" PVC RISER
LENGTH AS REQUIRED 4" PVC DIVERSION VALVE OR
EQUIVALENT, CONNECT TO
NEW PVC WYE
TO NEW LEACH
FIELD, DIVERSION
TO EXISTING
LEACH FIELD NOTES:
1. NUMBER AND LENGTH OF TRENCHES PER PLAN. LENGTH NOT TO
EXCEED 100'.
2. FILTER FABRIC TO OVERLAP AS REQUIRED TO ENSURE NO GAPS IN
COVERAGE OVER GRAVEL.
V A
RI
ES
" M
IN
" M A
X
FINISHED GRADE
12" COMPACTED BACKFILL OR
UNDISTURBED EARTH
1" M
IN
12" 1" M
IN
NOTE:
SEE PLAN FOR NUMBER AND ORIENTATION OF OUTLET PIPES.
| 2.01 (2023 01 13) GI001 - COVER SHEET (FINAL) |
| GI001 |
| 2.02 (2023 01 13) CS101 - SITE PLAN - RESTROOM 1 (FINAL) |
| 2.03 (2023 01 13) CS102 - SITE PLAN - RESTROOM 2 (FINAL) |
| 2.04 (2023 01 13) CS103 - SITE PLAN - RESTROOM 3 (FINAL) |
| 2.05 (2023 01 13) CS501 - SITE DETAILS (FINAL) |
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