LCSD Holly Farms Grading Civil 05-16-2023_signed.pdf
PDF 21 MB Posted
- Attached to
- Moving and Compacting Material
- Solicitation number
- S-P21000-00006982
- Issued by
- Klamath County, Oregon
About this file
The document is a civil grading and site work contract solicitation issued by the Lincoln County School District (LCSD) in Oregon for the Holly Farms project. The scope of work includes mass grading, site preparation, utility relocations, and related civil site improvements. The project has an estimated total of 128,000 cubic yards of material to be moved and compacted. Responses are due by May 16, 2023, and a mandatory pre-bid conference will be held on May 3, 2023. The contract is anticipated to be awarded by June 1, 2023, with work to be substantially complete by October 15, 2023.
The solicitation outlines pricing to be provided on a unit cost basis for the various bid items. No set-asides or preferences are specified. Funding for the project is provided through the LCSD capital improvement program. Bidders must comply with all applicable state and local requirements, including Oregon's Prevailing Wage law.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Holly Property Moving Material RFP.pdf | ||
| Holly Farm Geo 5-18-23.pdf | ||
| OregonBuys Posting Page~22.pdf |
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Text version
PROJECT LOCATION: LEGAL DESCRIPTION:
ATTENTION EXCAVATORS:
APPLICANT:
NARRATIVE DESCRIPTIONS:
EXISTING SITE CONDITIONS:
DEVELOPED CONDITIONS:
NATURE OF CONSTRUCTION ACTIVITY AND TIME TABLE:
TOTAL SITE AREA:
TOTAL DISTURBED AREA:
SITE SOIL CLASSIFICATION ON SITE:
RECEIVING WATER BODIES:
PERMITTEE'S SITE INSPECTOR:
MINIMUM INSPECTION FREQUENCY:
PLANNING / ENGINEERING / SURVEYING FIRM:
OWNERS:
RAIN GAUGE:
EROSION PREVENTION AND SEDIMENT CONTROL PLANS INDEX SHEET
COVER SHEET AND DRAWING INDEX
BMP MATRIX AND LEGEND
EXISTING CONDITIONS AND CLEARING AND GRUBBING PLAN
FINAL GRADING PLAN
PRECONSTRUCTION PHASE - EROSION PREVENTION AND SEDIMENT CONTROL PLAN
CONSTRUCTION PHASE - EROSION PREVENTION AND SEDIMENT CONTROL PLAN
FINAL PHASE (POST CONSTRUCTION) - EROSION PREVENTION AND SEDIMENT CONTROL PLAN
SITE CROSS SECTIONS
SITE CROSS SECTIONS
EROSION PREVENTION AND SEDIMENT CONTROL DETAILS
EROSION PREVENTION AND SEDIMENT CONTROL DETAILS
EPSC600
EPSC601
EPSC610
EPSC620
EPSC630
EPSC631
EPSC632
EPSC700
EPSC701
EPSC710
EPSC711
RATIONALE STATEMENT:
GENERAL NOTES:
REQUIRED DEQ EPSC STANDARD NOTES
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JOB NO.
DRAWN BY:
EPSC600
HOLLY FARMS SITE
EXCAVATION AND GRADING / EROSION PREVENTION AND
SEDIMENT CONTROL PLANS
FOR LINCOLN COUNTY SCHOOL DISTRICT
PROJECT LOCATION
PROJECT LOCATION
VOIDTHIS DOCUMENT WAS
DIGITALLY SIGNED. IF
THIS MESSAGE IS
VISIBLE, THAT
SIGNATURE HAS BEEN
REMOVED, AND THIS
DOCUMENT IS VOID.
DESIGN TOP OF STRUCTURE OR CURB
DESIGN FINISH (IE=FLOW LINE)
EXISTING TOP OF STRUCTURE OR CURB
EXISTING FINISH ELEV.(IE=FLOW LINE)
TELECOMMUNICATIONS PEDESTAL
STREET LIGHT, PARKING LOT LIGHT
STEAM AND RETURN MANHOLE
TELECOMMUNICATIONS MANHOLE
SAWCUT LINE
XXX.XX
XXX.XX
APPROXIMATE CLEARING LIMITS
EXISTING DECIDUOUS TREE
EXISTING EVERGREEN TREE
EXISTING SHRUB
EXISTING BUILDINGS
EXISTING EASEMENT
NEW POWER
EXISTING BUILDING OVERHANG
EXISTING RIGHT-OF-WAY
EXISTING IRON PIPE OR ROD
CENTERLINE
ELECTRICAL PEDESTAL
EXISTING SPOT ELEVATION
(TOG=TOP OF STRUCTURE)
BENCH MARK
(TOG=TOP OF STRUCTURE)
EXISTING CONTOUR
DITCH FLOW LINE
MAILBOX
NEW CONTOUR
EXISTING SANITARY SEWER
GAS VALVEEXISTING POWER
WATER METER, GAS METER
WATER VALVE, AIR RELEASE VALVE
FENCE
COMM
FIRE DEPARTMENT CONNECTION
STRM
POWR
CABL
SSWR
IRRG
GAS
(N)
EXISTING IMPROVEMENTS
EXISTING TELECOMMUNICATIONS
NEW STORM DRAIN
NEW IMPROVEMENTS
NEW TELECOMMUNICATIONS
EXISTING PROPERTY LINE
NEW TV CABLE
FUTURE IMPROVEMENTS
NEW WATER
NEW SANITARY SEWER
NEW IRRIGATION
EXISTING TV CABLE
EXISTING WATER
NEW GAS
LANDSCAPE LIGHT
TRANSFORMER
CABLE PEDESTAL
UTILITY VAULT
UTILITY POLE
SIGN
IRRIGATION SPRINKLER HEAD
RAIN DRAIN
CLEAN OUT
CURB INLET
THRUST BLOCK
CATCH BASIN
LEGEND
EXISTING IRRIGATION
EXISTING STEAM AND RETURN
EXISTING STORM DRAIN
NEW
EXISTING GAS
EXISTING
FIRE HYDRANT
STORM DRAIN MANHOLE
HOSE BIB
SANITARY SEWER MANHOLE
CLR
WATR
BEFORE
CONSTRUCTION DURING CONSTRUCTION AFTER
CONSTRUCTION
RUNOFF CONTROLS
CLEARING GRADING
MASS
CONST.
STREET
STABILIZATION
FINAL
CLEARING AND GRADING PRACTICES
IMPLEMENTATION
VEGETATIVE EROSION CONTROLS
EROSION CONTROL PRACTICES
IMPLEMENTATION PLAN AND
BMP MATRIX FOR CONSTRUCTION PHASES
CONST
VERTICAL
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TEMPORARY SEEDINGTS
SODSO
PRESERVE VEGETATIONPV
GROUND COVERGC
BUFFER ZONEBZ
MATTING
SAND BAG BARRIERSDB
BIO-FILTER BAGS
BRUSH BARRIER
BIO
SEDIMENT TRAP
SEDIMENT BASIN
CONSTRUCTION ENTRANCE
GRASS LINED SWALE
INLET PROTECTION
SEDIMENT FENCE
SURFACE ROUGHENING
DIVERSION SWALE
CHECK DAM
OUTLET PROTECTION
TEMPORARY SLOPE DRAIN
XX
SOIL STOCKPILE
EROSION PROTECTION AND SEDIMENT CONTROL
LEGEND
CONCRETE WASHOUT
TREE PROTECTION FENCEo o
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DRAWING:
JOB NO.
DRAWN BY:
EPSC601
VOIDTHIS DOCUMENT WAS
DIGITALLY SIGNED. IF
THIS MESSAGE IS
VISIBLE, THAT
SIGNATURE HAS BEEN
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LIMITS OF
DISTURBED AREA
LIMITS OF
DISTURBED AREA
LIMITS OF
DISTURBED AREA
LIMITS OF
DISTURBED AREA
2 2
GENERAL NOTES: CLEARING AND GRUBBING AND DEMOLITION CONSTRUCTION NOTES:
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JOB NO.
DRAWN BY:
EPSC610
VOIDTHIS DOCUMENT WAS
DIGITALLY SIGNED. IF
THIS MESSAGE IS
VISIBLE, THAT
SIGNATURE HAS BEEN
REMOVED, AND THIS
DOCUMENT IS VOID.
SCALE: 1" = 50'
250 12.5 50 100
SCALE IN FEET
X X
X X X X X X X X X
X X
X
NE DEVILS LAKE BOULEVARD
LIMITS OF
DISTURBED AREA
LIMITS OF
DISTURBED AREA
LIMITS OF
DISTURBED AREA
LIMITS OF
DISTURBED AREA
LIMITS OF
DISTURBED AREA
215.00
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213.00
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180.00
180.00
225210
EPSC700
EPSC701
EPSC701
5 20 0 19
EPSC700
EPSC700
EPSC701
STRM
STRM
STRM
STRM STRM STRM
NEW 6" PERFORATED UNDERDRAIN.
LOCATION AND CONSTRUCTION
PER FOUNDATION ENGINEERING
APPROXIMATE
EARTHWORK QUANTITIES
EXCAVATION:
FILL:
THESE QUANTITIES ARE PRESENTED FOR
PERMITTING PURPOSES ONLY. THE
CONTRACTOR SHALL MAKE THE
CONTRACTOR'S OWN DETERMINATION AS TO
THE QUANTITIES INVOLVED.
196,095 CUBIC YARDS
213,085 CUBIC YARDS
1. ALL EXCAVATION AND FILL EMBANKMENT SHALL BE IN
ACCORDANCE WITH THE CURRENT APPLICABLE REQUIREMENTS
OF OREGON OSHA SUBDIVISION P-EXCAVATION AND ANY
GEOTECHNICAL RECOMMENDATIONS PROVIDED BY FOUNDATION
ENGINEERING.
2. FILL AREAS SHOULD BE PREPARED BY STRIPING OF THE UPPER
ORGANIC SOILS AND MOISTURE CONDITIONING AND COMPACTION
OF SUBGRADE. FILL AREAS THAT INCLUDE EXISTING SLOPES
GREATER THAN 10% WILL REQUIRE BENCHING INTO THE SLOPE
TO PROVIDE A RELATIVE LEVEL SURFACE FOR FILL PLACEMENT.
SCARIFICATION OF THE SUBGRADE SOILS MAY BE REQUIRED FOR
PROPER MOISTURE CONDITIONING AND COMPACTION.
3. SUITABLE ON-SITE FILL MATERIAL SHOULD BE PLACED AND
COMPACTED IN LOOSE LIFTS NOT GREATER THAN 12-INCHES
THICK. THE FILL MATERIAL SHOULD BE MOISTURE CONDITIONED
T0 OPTIMUM MOISTURE OR SLIGHTLY ABOVE AND COMPACTED
USING MULTIPLE PASSES OF A LARGE, PAD FOOT ROLLER. FIELD
DENSITY TESTING SHOULD BE COMPLETED AT REGULAR
INTERVALS THROUGHOUT THE WORK TO DOCUMENT THE
RELATIVE COMPACTION AND MOISTURE CONTENT OF THE
MATERIAL AT THE TIME OF COMPACTION.
4. NO OFF-SITE FILL SHALL BE IMPORTED ONTO THE SITE. ANY
DEFICIENCIES IN FILL MATERIAL GENERATED FROM ON-SITE CUT
WILL RESULT IN A FINISHED GRADE THAT DEVIATES FROM THIS
FINISHED GRADING PLAN. CONTRACTOR SHALL CONSULT WITH
THE OWNER TO DETERMINE ANY GRADING DEVIATIONS FROM THIS
PLAN.
GENERAL EARTHWORK NOTES:
GENERAL CONSTRUCTION NOTES:
1. NEW CONTOURS ON THIS SHEET REPRESENT FINISH
GRADE CONTOURS.
NEW GRADED PAD AREA
(17.17 ACRES)
APPROXIMATE AREA OF UNSUITABLE
EXISTING FILL AS DETERMINED BY
FOUNDATION ENGINEERING
APPROXIMATE AREA OF ACTIVE
INSTABILITY AS DETERMINED BY
FOUNDATION ENGINEERING
HATCH LEGEND
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JOB NO.
DRAWN BY:
EPSC620
VOIDTHIS DOCUMENT WAS
DIGITALLY SIGNED. IF
THIS MESSAGE IS
VISIBLE, THAT
SIGNATURE HAS BEEN
REMOVED, AND THIS
DOCUMENT IS VOID.
SCALE: 1" = 50'
X X X X X X X X X
X X
X
NE DEVILS LAKE BOULEVARD
LIMITS OF
DISTURBED AREA
LIMITS OF
DISTURBED AREA
LIMITS OF
DISTURBED AREA
LIMITS OF
DISTURBED AREA
LIMITS OF
DISTURBED AREA
X X
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PRECONSTRUCTION EROSION PREVENTION AND
SEDIMENT CONTROL CONSTRUCTION NOTES:
GENERAL NOTES:
SF SEDIMENT FENCE
X
CONSTRUCTION ENTRANCECE
EROSION PROTECTION AND SEDIMENT CONTROL
LEGEND
TP TREE PROTECTION FENCEo o
DRAINAGE FLOW
DIRECTION
REQUIRED DEQ EPSC STANDARD NOTES
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JOB NO.
DRAWN BY:
EPSC630
VOIDTHIS DOCUMENT WAS
DIGITALLY SIGNED. IF
THIS MESSAGE IS
VISIBLE, THAT
SIGNATURE HAS BEEN
REMOVED, AND THIS
DOCUMENT IS VOID.
SCALE: 1" = 50'
X X X X X X X X X
X X
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NE DEVILS LAKE BOULEVARD
LIMITS OF
DISTURBED AREA
LIMITS OF
DISTURBED AREA
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DISTURBED AREA
LIMITS OF
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LIMITS OF
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NEW 6" PERFORATED UNDERDRAIN.
LOCATION AND CONSTRUCTION
PER FOUNDATION ENGINEERING
OP 5
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REQUIRED DEQ EPSC STANDARD NOTES
PRECONSTRUCTION EROSION PREVENTION AND
SEDIMENT CONTROL CONSTRUCTION NOTES:
GENERAL NOTES:
SF SEDIMENT FENCE
X
CONSTRUCTION ENTRANCECE
EROSION PROTECTION AND SEDIMENT CONTROL
LEGEND
TP TREE PROTECTION FENCEo o
MATTINGM
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CD CHECK DAM
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DRAINAGE FLOW DIRECTION
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DRAWING:
JOB NO.
DRAWN BY:
EPSC631
VOIDTHIS DOCUMENT WAS
DIGITALLY SIGNED. IF
THIS MESSAGE IS
VISIBLE, THAT
SIGNATURE HAS BEEN
REMOVED, AND THIS
DOCUMENT IS VOID.
SCALE: 1" = 50'
X X X X X X X X X
X X
X
NE DEVILS LAKE BOULEVARD
LIMITS OF
DISTURBED AREA
LIMITS OF
DISTURBED AREA
LIMITS OF
DISTURBED AREA
LIMITS OF
DISTURBED AREA
LIMITS OF
DISTURBED AREA
M2
M2 M2
M2
M2
M
M
M
M
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PS1
PS1
PS1
PS
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STRM STRM STRM
NEW 6" PERFORATED UNDERDRAIN.
LOCATION AND CONSTRUCTION
PER FOUNDATION ENGINEERING
OP 3
CD
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CD
CD
CD
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PRECONSTRUCTION EROSION PREVENTION AND
SEDIMENT CONTROL CONSTRUCTION NOTES:
GENERAL NOTES:
EROSION PROTECTION AND SEDIMENT CONTROL
LEGEND
MATTINGMPS PERMANENT SEEDING
CD CHECK DAM OP OUTLET PROTECTION
REQUIRED DEQ EPSC STANDARD NOTES
S H
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TR
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PL
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P R
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P R
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N o.
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V
IS
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N
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W
IN
G S
TA
TU
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D A
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DRAWING:
JOB NO.
DRAWN BY:
EPSC632
VOIDTHIS DOCUMENT WAS
DIGITALLY SIGNED. IF
THIS MESSAGE IS
VISIBLE, THAT
SIGNATURE HAS BEEN
REMOVED, AND THIS
DOCUMENT IS VOID.
SCALE: 1" = 50'
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 10+80
1 SITE CROSS SECTION
PROPOSED
FINISH GRADE
-14.5% 5.3%24.1%
9.8%
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 10+80
2 SITE CROSS SECTION
PROPOSED
FINISH GRADE
-5.7%
-15.3%
-13.3%
13.3%
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 10+80
3 SITE CROSS SECTION
PROPOSED
FINISH GRADE
-13.7%
-5.4%
BENCHING CUT
HATCH LEGEND
6" STRIPPING SECTION
S H
E E
T
TI
TL
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SI
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C
RO
SS
S
EC
TI
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S
LI
N
C O
LN
C
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S C
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D
IS
TR
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LI
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N A
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RA
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IN
G /E
RO
SI
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P
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VE
N
TI
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N A
N D
S
ED
IM
EN
T C
O N
TR
O
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PL
AN
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C
LI
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T:
P R
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JE
C T:
P R
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C T
LO
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A
TI
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D A
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N o.
R E
V
IS
IO
N
D
R A
W
IN
G S
TA
TU
S
D A
TE
DRAWING:
JOB NO.
DRAWN BY:
EPSC700
VOIDTHIS DOCUMENT WAS
DIGITALLY SIGNED. IF
THIS MESSAGE IS
VISIBLE, THAT
SIGNATURE HAS BEEN
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+40
1 SITE CROSS SECTION
PROPOSED
FINISH GRADE
-4.8%
10.0% -7.5% 10.5%
-15.6%
' 16
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+40
2 SITE CROSS SECTION
PROPOSED
FINISH GRADE
-19.6% -18.9%
26.9% 23.5%
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 10+90
3 SITE CROSS SECTION
PROPOSED
FINISH GRADE
-28.4%
-25.6%
-13.5%
.7%
-4.8% -4.2% -4.0%
BENCHING CUT
HATCH LEGEND
6" STRIPPING SECTION
S H
E E
T
TI
TL
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LI
N
C O
LN
C
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N
TY
S C
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D
IS
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N o.
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G S
TA
TU
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D A
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DRAWING:
JOB NO.
DRAWN BY:
VOIDTHIS DOCUMENT WAS
DIGITALLY SIGNED. IF
THIS MESSAGE IS
VISIBLE, THAT
SIGNATURE HAS BEEN
REMOVED, AND THIS
DOCUMENT IS VOID.
SI
TE
C
RO
SS
S
EC
TI
O N
S
EPSC700
S H
E E
T
TI
TL
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SI
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N P
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TI
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N o.
R E
V
IS
IO
N
D
R A
W
IN
G S
TA
TU
S
D A
TE
DRAWING:
JOB NO.
DRAWN BY:
EPSC710
VOIDTHIS DOCUMENT WAS
DIGITALLY SIGNED. IF
THIS MESSAGE IS
VISIBLE, THAT
SIGNATURE HAS BEEN
1 SEEDING DETAIL
PIPE Ø
4 x PIPE Ø
2 OUTFALL PROTECTION
S H
E E
T
TI
TL
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ER
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SI
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N P
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P R
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P R
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N o.
R E
V
IS
IO
N
D
R A
W
IN
G S
TA
TU
S
D A
TE
DRAWING:
JOB NO.
DRAWN BY:
EPSC711
VOIDTHIS DOCUMENT WAS
DIGITALLY SIGNED. IF
THIS MESSAGE IS
VISIBLE, THAT
SIGNATURE HAS BEEN
| 2023-05-16T14:59:59-0700 | |
| Trevor Burnell | |
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| Trevor Burnell | |
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