5c. FishCreek_Appendix D.pdf
PDF 32 MB Posted
- Attached to
- Rivbulio Fire Recovery IRSC Federal contract opportunity
- Solicitation number
- 12363N24R4018
- Issued by
- Department of Agriculture Forest Service
About this file
This document appears to be Appendix D of the Rivbulio Fire Recovery Indefinite Delivery/Indefinite Quantity (IDIQ) Stewardship Contract (IRSC) solicitation. The Rivbulio IRSC solicits services for roadside hazard tree abatement, road repair, and reconstruction work in response to a disaster declaration in the Mt. Hood National Forest in Oregon. The objective is to reduce roadside fuel loading and provide safe access for public road users. Key details include:
The total project area is approximately 2,314 acres across four geographic areas (Hillockburn-Memaloose, Fish Creek, Bull Complex, and Olallie Lake) with an estimated 48,901 CCF of biomass/cull material. The period of performance is anticipated to run through December 31, 2027. A site visit for prospective contractors is scheduled for August 6, 2024. The solicitation is being issued under the USDA Forest Service's stewardship contracting authority. Multiple awards may be made. Applicable wage determinations are included.
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Text version
PROJECT LOCATION
VICINITY MAP
SHEET OF
United States Department of Agriculture Forest Service
1 20
TRAVEL DIRECTIONS:
FROM CLACKAMAS RIVER RANGER STATION (A) (16400 CHAMPION WAY, SANDY, OR 97055),
HEAD ON US-26 E FOR 0.2 MILES, TURN RIGHT ONTO 362ND AVE AND CONTINUE FOR 1.8
MILES. TURN RIGHT ON TO OR-211 S AND CONTINUE FOR 3.9 MILES. TURN LEFT ON
OR-211S/OR-224 E AND CONTINUE FOR 20.2 MILES TO REACH THE JUNCTION OF NFSR 5400 000
AND HWY 224 (B) TOWARDS FISH CREEK CAMPGROUND ON THE RIGHT. GPS COORDINATES
FOR THIS POINT ARE: 45.161212, -122.150646; AS SHOWN ON MAP ON PAGE 2.
DESIGNED BY (PROJECT ENGINEER)
RECOMMENDED BY (REVIEW ENGINEER)
8/
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Clackamas River IRSC - Fish Creek
OREGON
CLACKAMAS COUNTY
MT. HOOD NATIONAL FOREST
CLACKAMAS RIVER RANGER DISTRICT
(R06) PACIFIC NORTHWEST REGION
APPROVED BY (DISTRICT RANGER)
APPROVED BY (FOREST ENGINEER)
PETER
HUPPI
Digitally signed by PETER
HUPPI
Date: 2023.08.21 07:29:52 -07'00'
FORREST
PILONE
Digitally signed by
FORREST PILONE
Date: 2023.08.21 08:16:54 -07'00'
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
8/
/2
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W G
(R06)
PACIFIC NORTHWEST REGION
CLACKAMAS RIVER
IRSC - FISH CREEK
MT. HOOD
NATIONAL FOREST
CLACKAMAS RIVER
RANGER DISTRICT
VICINITY MAP
FS090523_R102013_L1-002.dwg
F. PILONE
F. PILONE
X.XXX
N
LEGEND
DISPOSAL AREA
GRAVEL ROAD TO BE RECONSTRUCTED
PAVED ROAD TO BE RECONSTRUCTED
OTHER AREA GRAVEL ROADS
OTHER AREA ROADS
OTHER AREA PAVED ROADS
GATE
5411 000
5411 000
5411 000
5410 000
5410 000
8 0
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
8/
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(R06)
PACIFIC NORTHWEST REGION
CLACKAMAS RIVER
IRSC - FISH CREEK
MT. HOOD
NATIONAL FOREST
CLACKAMAS RIVER
RANGER DISTRICT
GENERAL NOTES
FS090523_R102013_L1-002.dwg
F. PILONE
F. PILONE
X.XXX
1. PRIOR TO DIGGING, CALL "DIG SAFELY OREGON" 1-800-332-2344. LOCATING AND PROTECTION OF ALL UTILITIES (PUBLIC & PRIVATE) IS THE
RESPONSIBILITY OF THE CONTRACTOR. THERE ARE KNOWN UTILITIES ON THESE ROADS.
2. PERFORM CONSTRUCTION IN CONFORMANCE WITH THE STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL LANDS FP-14, US CUSTOMARY UNITS, EXCEPT AS MODIFIED BY SUPPLEMENTAL SPECIFICATIONS AND CLAUSES IN THE CONTRACT DOCUMENT OR THE PLANS.
3. WATER FOR FIRE PREVENTION & SUPPRESSION REQUIREMENTS UNDER THE CONTRACT, AS WELL AS FOR USE WITH CONSTRUCTION ACTIVITIES, MAY BE OBTAINED FROM IDENTIFIED WATER SOURCES. WATER SOURCES SHALL BE APPROVED IN WRITING, PRIOR TO USE, BY THE CO. ALL WATER WITHDRAWALS FOR FIRE OR CONSTRUCTION SHALL ABIDE BY CURRENT NMFS WATER DRAFTING GUIDELINES. AT A MINIMUM, ANY WATER WITHDRAWAL IN ACTIVE STREAMS WITH FISH PRESENT SHALL HAVE SCREENED INTAKES WITH A MAXIMUM SCREEN OPENING OF 3/32 INCH, MAXIMUM INTAKE VELOCITY OF 0.4 FEET PER SECOND AND WILL NOT REDUCE STREAM FLOW BY MORE THAN 10% BY VISUAL MEASURE.
4. CONTRACTING OFFICERS APPROVAL IS NEEDED WITH A MINIMUM OF 72 HRS NOTICE PRIOR TO THE PLACEMENT OF THE FOLLOWING ITEMS: BEDDING OR
LEVELING COURSE OF ANY STRUCTURE AND ASPHALT CONCRETE.
5. REMOVE ALL CONSTRUCTION RELATED REFUSE FROM GOVERNMENT LAND PRIOR TO FINAL ACCEPTANCE.
6. REPAIR ANY DAMAGE TO THE EXISTING ROAD SYSTEM DUE TO CONTRACTOR'S OPERATIONS, INSIDE OR OUTSIDE THE PROJECT BOUNDARY, AT THE
CONTRACTOR'S EXPENSE, PRIOR TO FINAL ACCEPTANCE.
7. CONFINE CONSTRUCTION EQUIPMENT TO THE ROADWAY OR DESIGNATED WASTE DISPOSAL SITES, UNLESS OTHERWISE SHOWN ON THE PLANS OR
APPROVED BY THE CO.
8. STORING OF ALL EQUIPMENT ON GOVERNMENT LANDS WILL BE AT THE CONTRACTOR'S RISK AND AT A LOCATION APPROVED BY THE CO.
9. DEPTHS OF SOIL AND AGGREGATE ARE GIVEN AS FINAL COMPACTED DEPTHS.
10. CONSTRUCTION TOLERANCE IS 'A' UNLESS OTHERWISE NOTED ON THE DRAWINGS.
11. SPREAD CONTRACTOR FURNISHED CERTIFIED WEED FREE MULCH OVER DISTURBED SOIL AT ALL INSTALLATIONS, DISPOSAL AREAS AND OTHER
DISTURBED SOIL SITES AS DIRECTED BY THE CONTRACTING OFFICER. ALL DISTURBED/CONSTRUCTED SLOPES FLATTER THAN 1V: 1 H SHALL BE COVERED WITH MULCH. MULCH SHALL BE APPLIED MINIMUM 1" THICK SO THAT NO GAPS EXIST BETWEEN SOIL AND MATRIX.
12. DESIGNATED WASTE AREA IS IDENTIFIED ON THE AREA MAP. THE CO WILL FLAG THE DISPOSAL AREAS PRIOR TO PLACEMENT OF MATERIAL. SMOOTH, SHAPE, AND COMPACT TO DRAIN WITH CONSTRUCTION EQUIPMENT AS DIRECTED BY CONTRACTING OFFICER.
13. CONSTRUCTION TOLERANCE CLASS A FOR ALL ROADS.
14. THE SUBMITTED TRAFFIC CONTROL PLAN SHALL INCLUDE METHODS TO WARN PUBLIC TRAFFIC OF ROAD WORK ACTIVITIES. ALL CONSTRUCTION SIGNS
SHALL MEET MUTCD REQUIREMENTS.
15. SALVAGE AND STOCKPILE EXISTING AGGREGATE DURING EXCAVATION AND USE AS INITIAL BACKFILL MATERIAL.
16. FOREST SERVICE BRIDGES: USE OF ROADS BY COMMERCIAL USERS WITH LOADS EXCEEDING OREGON STATE LEGAL LOADING FOR A STP (SINGLE TRIP
PERMIT) AND THAT WILL CROSS BRIDGES UNDER FOREST SERVICE JURISDICTION SHALL APPLY FOR A BRIDGE OVERLOAD USE PERMIT (FSM 7736. 05).
PROCESSING APPLICATIONS FOR BRIDGE OVERLOAD PERMITS MAY TAKE (30) DAYS OR LONGER. CONTACT THE CO FOR THE BRIDGE OVERLOAD PERMIT
FORM.
17. CONTRACTOR SHALL BE RESPONSIBLE FOR PLACING TEMPORARY AGGREGATE IN ALL FILL REPAIRS TO MATCH THE EXISTING ADJACENT ASPHALT GRADE WHEN ALLOWING TRAFFIC ONTO REPAIRS PRIOR TO ANY PLANNED PAVING OPERATIONS. LOOSE GRAVEL, ROAD NARROWS AND SLOW SIGNS SHALL BE REQUIRED AS DIRECTED BY THE CO ON BOTH SIDES OF EACH SEPARATE WORK SITE. ALL WORK, MATERIALS, SIGNAGE, AND FLAGGERS SHALL BE
INCIDENTAL TO PAY ITEMS 63501A & 63501B.
18. UNLESS NOTED ELSEWHERE, WATER SOURCE WILL BE CONTRACTOR PROVIDED OFF OF NATIONAL FOREST LANDS.
19. ALL COMMERCIALLY SOURCED AGGREGATE NEEDS TO BE OBTAINED FROM A CERTIFIED WEED FREE SOURCE.
ABBREVIATIONS:
BOP - BEGINNING OF PROJECT NFSR - NATIONAL FOREST SYSTEM ROAD CO - CONTRACTING OFFICER EOP - END OF PROJECT FS - FOREST SERVICE FSSS - FOREST SERVICE SUPPLEMENTAL SPECIFICATIONS
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
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(R06)
PACIFIC NORTHWEST REGION
CLACKAMAS RIVER
IRSC - FISH CREEK
MT. HOOD
NATIONAL FOREST
CLACKAMAS RIVER
RANGER DISTRICT
ESTIMATE OF
QUANTITIES
FS090523_R102013_L1-002.dwg
F. PILONE
F. PILONE
X.XXX
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
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NATIONAL FOREST
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RANGER DISTRICT
ROAD
RECONSTRUCTION
SUMMARY
FS090523_R102013_L1-002.dwg
F. PILONE
F. PILONE
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
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NATIONAL FOREST
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RANGER DISTRICT
ROAD
RECONSTRUCTION
SUMMARY
FS090523_R102013_L1-002.dwg
F. PILONE
F. PILONE
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
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RANGER DISTRICT
ROAD
RECONSTRUCTION
SUMMARY
FS090523_R102013_L1-002.dwg
F. PILONE
F. PILONE
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
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RANGER DISTRICT
ROAD
RECONSTRUCTION
SUMMARY
FS090523_R102013_L1-002.dwg
F. PILONE
F. PILONE
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
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RANGER DISTRICT
DRAINAGE LISTING
FS090523_R102013_L1-002.dwg
F. PILONE
F.PILONE
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
8/
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CLACKAMAS RIVER
RANGER DISTRICT
DRAINAGE LISTING
FS090523_R102013_L1-002.dwg
F. PILONE
F.PILONE
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
8/
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PACIFIC NORTHWEST REGION
CLACKAMAS RIVER
IRSC - FISH CREEK
MT. HOOD
NATIONAL FOREST
CLACKAMAS RIVER
RANGER DISTRICT
DRAINAGE
INSTALLATION
TYPICALS
FS090523_R102013_L1-002.dwg
F. PILONE
F. PILONE
X.XXX
DO NOT RAISE OUTLET
ABOVE ORIGINAL GROUND
OR STREAM BED
ORIGINAL GROUND OR
STREAMBED
TYPE 1
CL
1' MIN.
CATCH BASIN
SEE DETAIL (SHEET 10)
ELBOW
SEE ANCHORING DETAIL
OUTLET DISSIPATER
(IF SPECIFIED)
CL
CL
1' MIN.
1' MIN.
CATCH BASIN
SEE DETAIL (SHEET 10)
CULVERT INSTALLATION TYPES
TYPE 3
TYPE 2
TYPE 2 & 3 CULVERT INSTALLATION
DITCH DAM
NORMAL DITCH LINE
HAND PLACED RIPRAP (WHEN
SPECIFIED)
TOP OF CUT SLOPE
WATER FLOW
CUT SLOPE
SUBGRADE SHOULDER
AS STAKED 15' MIN.AS STAKED 15' MIN.
DITCH DAM PLAN VIEW
A
A
DITCH GRADE =
CULVERT GRADE +
1%
OUTLET DITCH
1V:1.5H
1V:1.5H
CULVERT DIAMETER
MATERIAL TO BE
DEPOSITED ON BOTH
SIDES OF DITCH
SECTION A-A
SKEW DIAGRAM
B.O.P. E.O.P.
120° SKEW60° SKEW
B.O.P. = BEGINNING OF PROJECT
E.O.P. = END OF PROJECT
120°
X-SECTION OF DITCH DAM
CATCH BASIN ELEVATION
D
SUBGRADE
1'1'
1'
NATIVE MATERIAL
1V:2H
1V:1.5H D + 1'
1.5 x D
D + 6" D + 1'
DITCH DAMSUBGRADE
1.5'
MIN.
1.5'
MIN.
D 2 x D3 x D
D 2 x D3 x D
H
W
2"
M
IN
SURFACE AGGREGATE;
6" DEPTH - COMPACTED
ACCORDING TO SECTION 209.
BACKFILL WITH SUITABLE ROADWAY
EXCAVATION OR GOVERNMENT PROVIDED
UNCLASSIFIED BORROW AS NEEDED.
COMPACTED ACCORDING TO SECTION 209.
USE SUITABLE BEDDING MATERIAL PER
SECTION 704.02. PLACE BEDDING PER
SECTION 209.09(b) AND BACKFILL PER SECTION 209.10(b)(1)
TYPICAL CULVERT TRENCH DETAIL
TYPICAL KEYED RIPRAP HEADWALL DETAIL
ELEVATION VIEW SECTION VIEW
PLAN VIEW
BRIDGING STONE
LARGE STONE
BASE LAYER
CONSTRUCT LONG SIDE OF
HEADWALL ALONG DITCH STOP
(SEE DETAIL 3).
CLASS 4 RIPRAP
FLOW
PIPE
INLET
USE THE MOST SUITABLE STONE
AVAILABLE OVER THE TOP OF PIPE TO
BRIDGE TWO HALVES OF THE WALL
TOGETHER AND PROTECT THE PIPE.
USE CLASS 4 RIPRAP TO
CONSTRUCT HEADWALL TO
NEEDED HEIGHT.
SELECT LARGER STONES TO
CONSTRUCT BASE LAYER.
EXCAVATE UNDER PIPE BY
HAND AND PLACE STONE TO
FIT SNUGLY UNDER INLET.
PIPE INLET
NOTE:
W = H
WIDTH OF BASE LAYER
MUST BE EQUAL TO HEIGHT
OF HEADWALL ALONG FULL
LENGTH OF WALL.
BACKFILL WITH SUITABLE
MATERIAL AND COMPACT
IN MAXIMUM 6" LIFTS.
CLASS 4 RIPRAP
LARGE STONE
BASE LAYER
PIPE INLET
1V:2H OR
AS STAKED
2"
M
IN
10 DIA. MIN.4" MIN.
HEIGHT AS
NEEDED TO
RETAIN ROAD
SLOPE.
TYPICAL CATCH BASIN DETAIL
TOP OF CUT
CONSTRUCT DITCH STOP
1V:1.5H
1V:1H
1V :1
H1V :1
H
1V :1
H
1V:1.5H
FLOW
EDGE OF ROAD
4' - 6"
6' - 10"
2'
2'
3'
1V:3H
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
8/
/2
:1
FO
R R
ES
TP
IL
O
N E
C :\U
SE
R
S\
FO
R R
ES
TP
IL
O
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B O
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FI
R
ER
EC
O
VE
R
YR
O
A D
SD
A
N G
ER
TR
EE
S\
IR
SC
C
LA
C K
A M
A
SR
IV
ER
\E N
G
IN
EE
R
IN
G
\R
IP
PL
EB
R O
O K
\E N
G
IN
EE
R
IN
G
SU
PP
O R
TI
N
G D
O C
S\ W
O R
K
IN
G F
O
LD
ER
(1
)\W O
R K
IN
G
S
PA
C E\
R
IP
PL
EB
R O
O K
EI
R
SC
-D
W G
S_ R
EC
O
VE
R
_R
EC
O
VE
R .D
W G
(R06)
PACIFIC NORTHWEST REGION
CLACKAMAS RIVER
IRSC - FISH CREEK
MT. HOOD
NATIONAL FOREST
CLACKAMAS RIVER
RANGER DISTRICT
DRAINAGE
INSTALLATION
TYPICALS
FS090523_R102013_L1-002.dwg
F. PILONE
F. PILONE
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
8/
/2
:4
FO
R R
ES
TP
IL
O
N E
C :\U
SE
R
S\
FO
R R
ES
TP
IL
O
N E\
B O
X\
FI
R
ER
EC
O
VE
R
YR
O
A D
SD
A
N G
ER
TR
EE
S\
IR
SC
C
LA
C K
A M
A
SR
IV
ER
\E N
G
IN
EE
R
IN
G
\F
IS
H C
R
EE
K \E
N G
IN
EE
R
IN
G
SU
PP
O
R
TI
N G
D O
C S\
W O
R K
IN
G
\IR
SC
_C
LA
C K
A M
A S-
4F
IS
H C
R
EE
K D
R A
FT
_R
EC
O
VE
R
_R
EC
O
VE
R .D
W G
(R06)
PACIFIC NORTHWEST REGION
CLACKAMAS RIVER
IRSC - FISH CREEK
MT. HOOD
NATIONAL FOREST
CLACKAMAS RIVER
RANGER DISTRICT
GUARDRAIL TYPICAL
FS090523_R102013_L1-002.dwg
F. PILONE
F. PILONE
X.XXX
DRAW
DRAWN
DESIGN
CHECK
ARCHIV
DATE
FO
R R
ES
TP
IL
O
N E
C :\U
SE
R
S\
FO
R R
ES
TP
IL
O
N E\
B O
X\
FI
R
ER
EC
O
VE
R
YR
O
A D
SD
A
N G
ER
TR
EE
S\
IR
SC
C
LA
C K
A M
A
SR
IV
ER
\E N
G
IN
EE
R
IN
G
\F
IS
H C
R
EE
K \E
N
G
FS090
F. PIL
F. PIL
X.XXX
Un
G
IN
EE
R
IN
G
SU
PP
O R
TI
N
G D
O C
S\ W
O R
K
IN
G
\IR
SC
_C
LA
C
K A
M A
S- 4F
IS
H
C R
EE
K
D R
A
FT
_R
EC
O
VE
R _R
EC
O
VE
R
.D W
G
PA
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
8/
/2
:4
FO
R R
ES
TP
IL
O
N E
C :\U
SE
R
S\
FO
R R
ES
TP
IL
O
N E\
B O
X\
FI
R
ER
EC
O
VE
R
YR
O
A D
SD
A
N G
ER
TR
EE
S\
IR
SC
C
LA
C K
A M
A
SR
IV
ER
\E N
G
IN
EE
R
IN
G
\F
IS
H C
R
EE
K \E
N G
IN
EE
R
IN
G
SU
PP
O
R
TI
N G
D O
C S\
W O
R K
IN
G
\IR
SC
_C
LA
C K
A M
A S-
4F
IS
H C
R
EE
K D
R A
FT
_R
EC
O
VE
R
_R
EC
O
VE
R .D
W G
(R06)
PACIFIC NORTHWEST REGION
CLACKAMAS RIVER
IRSC - FISH CREEK
MT. HOOD
NATIONAL FOREST
CLACKAMAS RIVER
RANGER DISTRICT
GUARDRAIL TYPICAL
FS090523_R102013_L1-002.dwg
F. PILONE
F. PILONE
X.XXX
DRA
DRAW
DESIG
CHEC
ARCH
DATE
PROJ
:4
FO
R R
ES
TP
IL
O
N E
C :\U
SE
R
S\
FO
R R
ES
TP
IL
O
N E\
B O
X\
FI
R
ER
EC
O
VE
R
YR
O
A D
SD
A
N G
ER
TR
EE
S\
IR
SC
C
LA
C K
A M
A
SR
IV
ER
\E N
G
IN
EE
R
IN
G
\F
IS
H C
R E
FS09
F. PI
F. PI
X.XX
U
EK
\E
N G
IN
EE
R
IN
G
SU
PP
O
R
TI
N G
D O
C S\
W O
R K
IN
G
\IR
SC
_C
LA
C K
A M
A S-
4F
IS
H C
R
EE
K D
R A
FT
_R
EC
O
VE
R
_R
EC
O
VE
R .D
W G
P
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
8/
/2
:4
FO
R R
ES
TP
IL
O
N E
C :\U
SE
R
S\
FO
R R
ES
TP
IL
O
N E\
B O
X\
FI
R
ER
EC
O
VE
R
YR
O
A D
SD
A
N G
ER
TR
EE
S\
IR
SC
C
LA
C K
A M
A
SR
IV
ER
\E N
G
IN
EE
R
IN
G
\F
IS
H C
R
EE
K \E
N G
IN
EE
R
IN
G
SU
PP
O
R
TI
N G
D O
C S\
W O
R K
IN
G
\IR
SC
_C
LA
C K
A M
A S-
4F
IS
H C
R
EE
K D
R A
FT
_R
EC
O
VE
R
_R
EC
O
VE
R .D
W G
(R06)
PACIFIC NORTHWEST REGION
CLACKAMAS RIVER
IRSC - FISH CREEK
MT. HOOD
NATIONAL FOREST
CLACKAMAS RIVER
RANGER DISTRICT
GUARDRAIL TYPICAL
FS090523_R102013_L1-002.dwg
F. PILONE
F. PILONE
| DESCRIPTION: | |
| QUANTITY BY ROAD: | |
| 15101: | |
| MOBILIZATION: | |
| LUMP SUM: | |
| ALL: | |
| fill_7: | |
| fill_8: | |
| ALL_2: | |
| 15713: | |
| SOIL EROSION AND POLLUTION CONTROL: | |
| LUMP SUM_2: | |
| ALL_3: | |
| fill_14: | |
| fill_15: | |
| ALL_4: | |
| 15761: | |
| DEWATERING STRUCTURE: | |
| EACH: | |
| 1: | |
| 3: | |
| 1_2: | |
| 5: | |
| 20103: | |
| MILE: | |
| 0: | |
| 983: | |
| 0_2: | |
| 983_2: | |
| INCLUDES ENDHAUL AND DISPOSAL OF ALL UNSUITABLE ANDOR EXCESS MATERIAL DISPOSAL METHOD A: | |
| 20207: | |
| EACH_2: | |
| 0_3: | |
| 6: | |
| 0_4: | |
| 6_2: | |
| 20302: | |
| EACH_3: | |
| 4: | |
| 21: | |
| 3_2: | |
| 28: | |
| INCLUDES REMOVAL FROM NATIONAL FOREST SERVICE LAND DISPOSAL OF EXISTING CULVERTS DISPOSAL METHOD A COMPACTION METHOD B: | |
| 20304: | |
| SQYD: | |
| 1188: | |
| 336: | |
| 0_5: | |
| 1524: | |
| 20407: | |
| ROADWAY EXCAVATION: | |
| CUBIC YARD: | |
| 0_6: | |
| 11: | |
| 2: | |
| 13: | |
| 20419A: | |
| DRAINAGE EXCAVATION CULVERT: | |
| CUBIC YARD_2: | |
| 215: | |
| 435: | |
| 32: | |
| 682: | |
| 20419B: | |
| DRAINAGE EXCAVATION DITCHES: | |
| CUBIC YARD_3: | |
| 60: | |
| 33: | |
| 16: | |
| 109: | |
| 20419C: | |
| CUBIC YARD_4: | |
| 7: | |
| 26: | |
| 0_7: | |
| 33_2: | |
| 20425: | |
| DRAINAGE EXCAVATION CULVERT INLET CATCH BASIN: | |
| EACH_4: | |
| 0_8: | |
| 1_3: | |
| 0_9: | |
| 1_4: | |
| KEYED RI PRAP CLASS 4: | |
| 30207A: | |
| CUBIC YARD_5: | |
| 60_2: | |
| 236: | |
| 54: | |
| 350: | |
| DATE 08102023: | |
| 30207B: | |
| CUBIC YARD_6: | |
| 0_10: | |
| 8: | |
| 4_2: | |
| 12: | |
| 30315A: | |
| MILE_2: | |
| 175: | |
| 213: | |
| 0_11: | |
| 388: | |
| 30315B: | |
| MILE_3: | |
| 0_12: | |
| 770: | |
| 177: | |
| 947: | |
| DESIGNER F PILONE: | |
| DRAWN F PILONE: | |
| 40304: | |
| TON: | |
| 255: | |
| 72: | |
| 0_13: | |
| 327: | |
| INCLUDES ALL MATERIALS AND LABOR FOR PAVINGS AS SHOWN ON PLANS COMMERCIAL SOURCE MATERIAL: | |
| DWG SHEET NO X01: | |
| CHECKED XXXX: | |
| PROJECT NO: | |
| DESCRIPTION_2: | |
| QUANTITY BY ROAD_2: | |
| 60201A: | |
| FOOT: | |
| 0_14: | |
| 62: | |
| 0_15: | |
| 62_2: | |
| 602018: | |
| FOOT_2: | |
| 52: | |
| 732: | |
| 114: | |
| 898: | |
| 60201C: | |
| FOOT_3: | |
| 0_16: | |
| 10: | |
| 0_17: | |
| 10_2: | |
| 602010: | |
| FOOT_4: | |
| 188: | |
| 44: | |
| 0_18: | |
| 232: | |
| 60201E: | |
| FOOT_5: | |
| 0_19: | |
| 46: | |
| 0_20: | |
| 46_2: | |
| 60708: | |
| CLEANING CULVERTS IN PLACE: | |
| EACH_5: | |
| 0_21: | |
| 3_3: | |
| 0_22: | |
| 3_4: | |
| 60710A: | |
| EACH_6: | |
| 1_5: | |
| 2_2: | |
| 0_23: | |
| 3_5: | |
| RECONDITION CULVERT INLETS JACK OPEN CULVERT INLETS TO ORIGINAL SHAPE AS INSTRUCTED: | |
| PROJECT NAME CLACKAMAS RIVER IRSC FISH CREEK MT HOOD NATIONAL FOREST CLACKAMAS RIVER RANGER DISTRICTRow1: | |
| 60710B: | |
| EACH_7: | |
| 0_24: | |
| 1_6: | |
| 0_25: | |
| 1_7: | |
| RECONDITION CULVERT INLETS AND OUTLETS CUT AND REMOVE CULVERT INLETS OR OUTLETS AS INSTRUCTED: | |
| 61704: | |
| EACH_8: | |
| 86: | |
| 12_2: | |
| 0_26: | |
| 98: | |
| 61705: | |
| FOOT_6: | |
| 96: | |
| 0_27: | |
| 0_28: | |
| 96_2: | |
| INCLUDES ALL MATERIALS LABOR AND EQUIPMENT FOR REMOVAL AND REPLACEMENT OF DAMAGED GUARDRAIL: | |
| 63308: | |
| TRAFFIC CONTROL DELINEATOR: | |
| EACH_9: | |
| 0_29: | |
| 7_2: | |
| 0_30: | |
| 7_3: | |
| 63401: | |
| DATE 08102023_2: | |
| FOOT_7: | |
| 0_31: | |
| 172: | |
| 0_32: | |
| 172_2: | |
| QUANTITY REFLECTS A SINGLE LINE PER FOOT INCLUDES ALL MATERIALS LABOR AND EQUIPMENT: | |
| DENOTES CONTRACT QUANTITY: | |
| DESIGNER F PILONE_2: | |
| DRAWN F PILONE_2: | |
| DWG SHEET NO X01_2: | |
| CHECKED xxxx: | |
| PROJECT NO_2: | |
| DESCRIPTION_3: | |
| DESCRIPTION_4: | |
| 000: | |
| 174: | |
| 114_2: | |
| 20419B_2: | |
| 60_3: | |
| 61704_2: | |
| EACH_10: | |
| 38: | |
| 61705_2: | |
| FOOT_8: | |
| 24: | |
| 30315A018: | |
| 025: | |
| 61704_3: | |
| EACH_11: | |
| 18: | |
| 041: | |
| 61704_4: | |
| 15: | |
| 15_2: | |
| 61705_3: | |
| 72_2: | |
| 128: | |
| 20304_2: | |
| SQYD_2: | |
| 396: | |
| EXCAVATION IN ADDITION TO 20302: | |
| 60201D: | |
| 78: | |
| 30207A_2: | |
| 16_2: | |
| 40304_2: | |
| TON_2: | |
| 85: | |
| 087: | |
| 20304_3: | |
| SQYD_3: | |
| 316: | |
| SAW CUT AND REMOVE SECTION OF ASPHALT CONCRETE FOR CULVERT REPLACEMENT DISPOSAL METHOD A: | |
| 20419C_2: | |
| CY: | |
| 7_4: | |
| 20302_2: | |
| EACH_12: | |
| 1_8: | |
| REMOVE EXISTING PIPE DISPOSAL METHOD A: | |
| 25104: | |
| 3_6: | |
| EXCAVATION IN ADDITION TO 20302_2: | |
| 60710A_2: | |
| EACH_13: | |
| 1_9: | |
| 60201D_2: | |
| FOOT_9: | |
| 54_2: | |
| 30207A_3: | |
| CY_2: | |
| 15_3: | |
| PLACE 8 INCH LIFT OF AGGREGATE OVER APPROVED ROADBED CENTERED OVER CULVERT TO CREATE SMOOTH TEMPORARY TRANSITIONS UNTIL PAVING OCCURS: | |
| 40304_3: | |
| TON_3: | |
| 68: | |
| DESIGNER F PILONE_3: | |
| DRAWN F PILONE_3: | |
| CHECKED xxxx_2: | |
| DESCRIPTION_5: | |
| 158: | |
| 15761_2: | |
| EACH_14: | |
| 1_10: | |
| 20304_4: | |
| SQYD_4: | |
| 267: | |
| SAW CUT AND REMOVE SECTION OF ASPHALT CONCRETE FOR CULVERT REPLACEMENT DISPOSAL METHOD A_2: | |
| 20302_3: | |
| EACH_15: | |
| 1_11: | |
| REMOVE EXISTING PIPE DISPOSAL METHOD A_2: | |
| EXCAVATION IN ADDITION TO 20302_3: | |
| 602010_2: | |
| FOOT_10: | |
| 56: | |
| 30207A_4: | |
| CY_3: | |
| 15_4: | |
| 40304_4: | |
| TON_4: | |
| 57: | |
| 25104_2: | |
| CY_4: | |
| 3_7: | |
| 161: | |
| 20304_5: | |
| SQYD_5: | |
| 209: | |
| SAW CUT AND REMOVE SECTION OF ASPHALT CONCRETE FOR CULVERT REPLACEMENT DISPOSAL METHOD A_3: | |
| EXCAVATION IN ADDITION TO 20302_4: | |
| 60201B: | |
| FOOT_11: | |
| 52_2: | |
| 30207A_5: | |
| CY_5: | |
| 14: | |
| TON_5: | |
| 45: | |
| 40304175: | |
| 40304175_2: | |
| 40304175_3: | |
| DENOTES CONTRACT QUANTITY_2: | |
| DRAWING TITLE ROAD RECONSTRUCTION SUMMARYRow1: | |
| DATE 08102023_3: | |
| DESIGNER F PILONE_4: | |
| DRAWN F PILONE_4: | |
| CHECKED XXXX_2: | |
| PROJECT NO_3: | |
| NFSR 5410 000 RECONSTRUCTION SUMMARY: | |
| NFSR 5410 000 RECONSTRUCTION SUMMARY_2: | |
| 20304_6: | |
| SQYD_6: | |
| 111: | |
| 30315A_2: | |
| MILE_4: | |
| 213_2: | |
| 101: | |
| 20407_2: | |
| CY_6: | |
| 3_8: | |
| 40304_5: | |
| 40304_6: | |
| 22: | |
| SLOUGH AND SLIDE MATERIALS TO AN APPROVED: | |
| FOR CULVERT REPLACEMENT DISPOSAL METHOD A: | |
| 078: | |
| 20304_7: | |
| SQYD_7: | |
| 63: | |
| 20407_3: | |
| CY_7: | |
| 3_9: | |
| 40304_7: | |
| TON_6: | |
| 15_5: | |
| 40304_8: | |
| TON_7: | |
| 107: | |
| 20304_8: | |
| SQYD_8: | |
| 162: | |
| 602018_2: | |
| FOOT_12: | |
| 44_2: | |
| 30207A_6: | |
| 25104_3: | |
| CY_8: | |
| 3_10: | |
| 100: | |
| 63308_2: | |
| EACH_16: | |
| 3_11: | |
| 63401_2: | |
| FOOT_13: | |
| 72_3: | |
| MARKINGS TYPE A: | |
| 108: | |
| 63308_3: | |
| EACH_17: | |
| 4_3: | |
| 63401_3: | |
| FOOT_14: | |
| 100_2: | |
| DATE 08102023_4: | |
| ARCHIVE NO FS090523R102013L 1002dwg: | |
| 111_2: | |
| 25104_4: | |
| CY_9: | |
| 4_4: | |
| DESIGNER F PILONE_5: | |
| CY_10: | |
| 3_12: | |
| 25104_5: | |
| DRAWN F PILONE_5: | |
| DWG SHEET NO X01_3: | |
| 25104124: | |
| 190: | |
| CHECKED xxxx_3: | |
| CY_11: | |
| 1_12: | |
| ARMOR ROAD SHOULDER FAILURE WITH CLASS 4 RI PRAP: | |
| 25104212: | |
| JCT 5410130 ROAD RIGHT ROAD: | |
| PROJECT NO_4: | |
| NFSR 5410 000 RECONSTRUCTION SUMMARY_3: | |
| NFSR 5410 000 RECONSTRUCTION SUMMARY_4: | |
| Row1: | |
| 324: | |
| REMOVE EXISTING PIPE DISPOSAL METHOD A_3: | |
| FOOT_15: | |
| 40: | |
| 10_3: | |
| 227: | |
| 20407_4: | |
| CY_12: | |
| 2_3: | |
| 338: | |
| 602018_3: | |
| FOOT_16: | |
| 36: | |
| CY_13: | |
| 10_4: | |
| undefined: | |
| 30207A_7: | |
| CY_14: | |
| 4_5: | |
| 30207A345: | |
| 267_2: | |
| 346: | |
| 60201B_2: | |
| FOOT_17: | |
| 30: | |
| 60710A_3: | |
| EACH_18: | |
| 1_13: | |
| JACK OPEN INLET TO ORIGINAL SHAPE: | |
| 30207A_8: | |
| CY_15: | |
| 8_2: | |
| 602018_4: | |
| FOOT_18: | |
| 36_2: | |
| 355: | |
| 60201A_2: | |
| 30207A_9: | |
| CY_16: | |
| 9: | |
| 305: | |
| 25104_6: | |
| CY_17: | |
| 2_4: | |
| 30207A_10: | |
| CY_18: | |
| 10_5: | |
| 370: | |
| 60201A_3: | |
| FOOT_19: | |
| 30_2: | |
| SUMMARY: | |
| 30207A_11: | |
| CY_19: | |
| 9_2: | |
| 602018_5: | |
| FOOT_20: | |
| 36_3: | |
| DATE 08102023_5: | |
| 10_6: | |
| SURFACES TO PROVIDE FOR SMOOTH TRANSITIONS: | |
| 408: | |
| 30207A_12: | |
| 602018_6: | |
| FOOT_21: | |
| 42: | |
| 30207A_13: | |
| CY_20: | |
| 10_7: | |
| DRAWN F PILONE_6: | |
| CHECKED XXXX_3: | |
| PROJECT NO_5: | |
| DESCRIPTION_6: | |
| 419: | |
| EXCAVATION IN ADDITION TO 20302_5: | |
| 60201B_3: | |
| FOOT_22: | |
| 48: | |
| 30207A_14: | |
| CY_21: | |
| 10_8: | |
| 468: | |
| 60201B_4: | |
| FOOT_23: | |
| 34: | |
| 30207A_15: | |
| CY_22: | |
| 9_3: | |
| 505: | |
| 20302_4: | |
| EACH_19: | |
| 1_14: | |
| REMOVE EXISTING PIPE DISPOSAL METHOD A_4: | |
| 60201B_5: | |
| FOOT_24: | |
| 40_2: | |
| 30207A_16: | |
| CY_23: | |
| 10_9: | |
| 537: | |
| 60201B_6: | |
| FOOT_25: | |
| 34_2: | |
| 30207A_17: | |
| CY_24: | |
| 9_4: | |
| 554: | |
| 20419C_3: | |
| CY_25: | |
| 3_13: | |
| 581: | |
| EXCAVATION IN ADDITION TO 20302_6: | |
| 60201B_7: | |
| FOOT_26: | |
| 64: | |
| 30207A_18: | |
| CY_26: | |
| 11_2: | |
| DENOTES CONTRACT QUANTITY_3: | |
| DESCRIPTION_7: | |
| 590: | |
| EXCAVATION IN ADDITION TO 20302_7: | |
| 602018_7: | |
| FOOT_27: | |
| 66: | |
| 30207A_19: | |
| CY_27: | |
| 20: | |
| 608: | |
| CY_28: | |
| 2_5: | |
| 20419C609: | |
| 679: | |
| 15761_3: | |
| EACH_20: | |
| 1_15: | |
| EXCAVATION IN ADDITION TO 20302_8: | |
| 602018_8: | |
| FOOT_28: | |
| 54_3: | |
| 30207A_20: | |
| CY_29: | |
| 10_10: | |
| 692: | |
| 15761_4: | |
| EACH_21: | |
| 1_16: | |
| 20302_5: | |
| EACH_22: | |
| 3_14: | |
| 20419A_2: | |
| CY_30: | |
| 42_2: | |
| EXCAVATION IN ADDITION TO 20302_9: | |
| 602010_3: | |
| FOOT_29: | |
| 44_3: | |
| DATE 08102023_6: | |
| 60201C_2: | |
| FOOT_30: | |
| 10_11: | |
| 30207A_21: | |
| CY_31: | |
| 12_3: | |
| 754: | |
| 20419C_4: | |
| CY_32: | |
| 2_6: | |
| DESIGNER F PILONE_6: | |
| 770_2: | |
| 20407_5: | |
| CY_33: | |
| 3_15: | |
| DRAWN F PILONE_7: | |
| DWG SHEET NO X01_4: | |
| 774: | |
| 61704_5: | |
| EACH_23: | |
| 12_4: | |
| 783: | |
| 20419C_5: | |
| CY_34: | |
| 3_16: | |
| CHECKED xxxx_4: | |
| DENOTES CONTRACT QUANTITY_4: | |
| PROJECT NO_6: | |
| DESCRIPTION_8: | |
| 797: | |
| 20419B_3: | |
| CY_35: | |
| 8_3: | |
| 799: | |
| EXCAVATION FOR CULVERT INSTALL: | |
| 20207_2: | |
| EACH_24: | |
| 6_3: | |
| 800: | |
| 30207A_22: | |
| CY_36: | |
| 5_2: | |
| 20419A_3: | |
| CY_37: | |
| 10_12: | |
| 805: | |
| INSTALL 24 INCH PIPE CULVERT CORRUGATED: | |
| 60201B_8: | |
| FOOT_31: | |
| 40_3: | |
| 30207A_23: | |
| CY_38: | |
| 10_13: | |
| 25104_7: | |
| CY_39: | |
| 3_17: | |
| 806: | |
| 20419C_6: | |
| CY_40: | |
| 3_18: | |
| 815: | |
| 60710B_2: | |
| EACH_25: | |
| 1_17: | |
| EXCAVATE AND RECONSTRUCT CULVERT INLET CATCH: | |
| 854: | |
| 20419C_7: | |
| CY_41: | |
| 3_19: | |
| 884: | |
| 20419C_8: | |
| 20302_6: | |
| EACH_26: | |
| 1_18: | |
| 884_2: | |
| INSTALL24 INCH PIPE CULVERT CORRUGATED: | |
| 602018_9: | |
| FOOT_32: | |
| 34_3: | |
| 30207A_24: | |
| CY_42: | |
| 9_5: | |
| DENOTES CONTRACT QUANTITY_5: | |
| DESCRIPTION_9: | |
| 944: | |
| 20302_7: | |
| EACH_27: | |
| 60201E_2: | |
| FOOT_33: | |
| 46_3: | |
| 20419B_4: | |
| CY_43: | |
| 25: | |
| 948: | |
| 20419B_5: | |
| CY_44: | |
| 25_2: | |
| 960: | |
| 30207A_25: | |
| FOOT_34: | |
| 30_3: | |
| CY_45: | |
| 9_6: | |
| 30207A983: | |
| 30207A983_2: | |
| END OF PROJECT: | |
| 30207A983_3: | |
| DATE 08102023_7: | |
| DESIGNER: | |
| DESIGNER F PILONE_7: | |
| DRAWN F PILONE_8: | |
| DWG SHEET NO X01_5: | |
| CHECKED XXXX_4: | |
| PROJECT NO_7: | |
| DESCRIPTION_10: | |
| DESCRIPTION_11: | |
| 000_2: | |
| MILE_5: | |
| 177_2: | |
| 139: | |
| 20419B_6: | |
| CY_46: | |
| 4_6: | |
| 154: | |
| 20419B_7: | |
| CY_47: | |
| 6_4: | |
| 30315B012: | |
| 158_2: | |
| REMOVE EXISTING PIPE: | |
| 60201B_9: | |
| FOOT_35: | |
| 42_3: | |
| 30207A_26: | |
| CY_48: | |
| 10_14: | |
| 30315B025: | |
| 054: | |
| REMOVE EXISTING PIPE_2: | |
| 160: | |
| 30207A_27: | |
| CY_49: | |
| 10_15: | |
| 602018_10: | |
| FOOT_36: | |
| 34_4: | |
| 164: | |
| 30207A_28: | |
| CY_50: | |
| 10_16: | |
| 30207A_29: | |
| CY_51: | |
| 9_7: | |
| CY_52: | |
| 5_3: | |
| 061: | |
| CY_53: | |
| 6_5: | |
| 30207A177: | |
| 30207A177_2: | |
| 20419B089: | |
| 091: | |
| 20407_6: | |
| CY_54: | |
| 2_7: | |
| 117: | |
| 30207B 15761: | |
| CY EACH: | |
| 4 1: | |
| REMOVE EXISTING PIPE_3: | |
| DATE 08102023_8: | |
| EXCAVATION IN ADDITION TO 20302_10: | |
| 602018_11: | |
| FOOT_37: | |
| 38_2: | |
| DESIGNER F PILONE_8: | |
| 30207A_30: | |
| CY_55: | |
| 10_17: | |
| DRAWN F PILONE_9: | |
| DENOTES CONTRACT QUANTITY_6: | |
| CHECKED XXXX_5: | |
| PROJECT NO_8: | |
| DATE 08102023_9: | |
| DESIGNER F PILONE_9: | |
| DRAWN F PILONE_10: | |
| DWG SHEET NO X01_6: | |
| CHECKED xxxx_5: | |
| PROJECT NO_9: | |
| DESIGNED: | |
| AS BUILT: | |
| undefined_2: | |
| AS BUILT_2: | |
| ALL CULVERTS: | |
| 0 LU lj 0 u CL 0 CL ii: | |
| I I 9 z LU J u CL 0 CL ii: | |
| J ii LU I u CL 0 CL ii: | |
| LU CL I u CL 0 CL ii: | |
| UJ V u CL 0 CL ii: | |
| LU Cl 0 9 u CL 0 CL ii: | |
| V u LU I u I u I 0 u CL 0 CL ii: | |
| 0 LU lj 00: | |
| I I 9 z LU J0: | |
| J ii LU I 0: | |
| LU CL I0: | |
| UJ V0: | |
| LU Cl 0 90: | |
| V u LU I u I u I 00: | |
| REPLACE CULVERT: | |
| 0 LU lj 00_2: | |
| I I 9 z LU J0_2: | |
| J ii LU I 0_2: | |
| LU CL I0_2: | |
| UJ V0_2: | |
| LU Cl 0 90_2: | |
| V u LU I u I u I 00_2: | |
| REPLACE CULVERT_2: | |
| 5400000: | |
| 158_3: | |
| 36_4: | |
| 56_2: | |
| 14_2: | |
| R: | |
| EX: | |
| 44_4: | |
| 4_7: | |
| 11_3: | |
| 57_2: | |
| 3_20: | |
| J ii LU I 3: | |
| JULY 15TH TO AUGUST 31ST: | |
| 0 LU lj 00_3: | |
| I I 9 z LU J0_3: | |
| J ii LU I 0_3: | |
| LU CL I0_3: | |
| UJ V0_3: | |
| LU Cl 0 90_3: | |
| V u LU I u I u I 00_3: | |
| REPLACE CULVERT_3: | |
| 0 LU lj 03: | |
| I I 9 z LU J3: | |
| UJ VRow6: | |
| LU Cl 0 9Row6: | |
| V u LU I u I u I 0Row6: | |
| IN STALL CULVERT: | |
| 24111: | |
| 44111: | |
| 14111: | |
| 0 LU lj 0Row7: | |
| I I 9 z LU JRow7: | |
| UJ VRow7: | |
| LU Cl 0 9Row7: | |
| V u LU I u I u I 0Row7: | |
| INSTALLSPLASHPAD: | |
| I I 9 z LU JRow8: | |
| UJ VRow8: | |
| LU Cl 0 9Row8: | |
| V u LU I u I u I 0Row8: | |
| REPLACE CULVERT_4: | |
| I I 9 z LU JRow9: | |
| UJ VRow9: | |
| LU Cl 0 9Row9: | |
| V u LU I u I u I 0Row9: | |
| REPLACE CULVERT_5: | |
| 0_33: | |
| I I 9 z LU J0_4: | |
| UJ V0_4: | |
| LU Cl 0 90_4: | |
| V u LU I u I u I 00_4: | |
| REPLACE CULVERT_6: | |
| 0_34: | |
| I I 9 z LU J0_5: | |
| UJ V0_5: | |
| LU Cl 0 90_5: | |
| V u LU I u I u I 00_5: | |
| REPLACE CULVERT_7: | |
| 0_35: | |
| I I 9 z LU J0_6: | |
| UJ V0_6: | |
| LU Cl 0 90_6: | |
| V u LU I u I u I 00_6: | |
| REPLACE CULVERT_8: | |
| I I 9 z LU JRow13: | |
| UJ VRow13: | |
| LU Cl 0 9Row13: | |
| V u LU I u I u I 0Row13: | |
| REPLACE CULVERT_9: | |
| I I 9 z LU JRow14: | |
| UJ VRow14: | |
| LU Cl 0 9Row14: | |
| V u LU I u I u I 0Row14: | |
| REPLACE CULVERT_10: | |
| DRAWING TITLE DRAINAGE LISTING: | |
| I I 9 z LU JRow15: | |
| UJ VRow15: | |
| LU Cl 0 9Row15: | |
| V u LU I u I u I 0Row15: | |
| REPLACE CULVERT_11: | |
| I I 9 z LU JRow16: | |
| UJ VRow16: | |
| LU Cl 0 9Row16: | |
| V u LU I u I u I 0Row16: | |
| REPLACE CULVERT_12: | |
| I I 9 z LU JRow17: | |
| UJ VRow17: | |
| LU Cl 0 9Row17: | |
| V u LU I u I u I 0Row17: | |
| REPLACE CULVERT_13: | |
| DATE 08102023_10: | |
| I I 9 z LU JRow18: | |
| UJ VRow18: | |
| LU Cl 0 9Row18: | |
| V u LU I u I u I 0Row18: | |
| REPLACE CULVERT_14: | |
| 0_36: | |
| I I 9 z LU J0_7: | |
| UJ V0_7: | |
| LU Cl 0 90_7: | |
| V u LU I u I u I 00_7: | |
| REPLACE CULVERT_15: | |
| I I 9 z LU JRow20: | |
| UJ VRow20: | |
| LU Cl 0 9Row20: | |
| V u LU I u I u I 0Row20: | |
| REPLACE CULVERT_16: | |
| I I 9 z LU JRow21: | |
| UJ VRow21: | |
| LU Cl 0 9Row21: | |
| V u LU I u I u I 0Row21: | |
| REPLACE CULVERT_17: | |
| 5410000: | |
| 679_2: | |
| 24_2: | |
| 54_4: | |
| 14_3: | |
| R_2: | |
| EX_2: | |
| 73: | |
| 4_8: | |
| 6_6: | |
| 0_37: | |
| 0_38: | |
| I I 9 z LU J0_8: | |
| JULY 15TH TO AUGUST 31ST_2: | |
| DESIGNER F PILONE_10: | |
| 5410000_2: | |
| 692_2: | |
| 36_5: | |
| 44_5: | |
| 14_4: | |
| I I 9 z LU JRow23: | |
| JULY 15TH TO AUGUST 31ST_3: | |
| DRAWN FPILONE: | |
| DWG SHEET NO X01_7: | |
| I I 9 z LU JRow24: | |
| UJ VRow24: | |
| LU Cl 0 9Row24: | |
| V u LU I u I u I 0Row24: | |
| INSTALL DOWNSPOUT: | |
| CHECKED XXXX_6: | |
| PROJECT NO_10: | |
| AS BUILT_3: | |
| ALL CULVERTS_2: | |
| a LiJ I LiJ ci: | |
| a LiJ I LiJ ciu c a c ci: | |
| I I D z LiJ Ju c a c ci: | |
| J ci LiJ I u c a c ci: | |
| LiJ Vlu c a c ci: | |
| LiJ Cl a Du c a c ci: | |
| Vl u LiJ I u I u I ciu c a c ci: | |
| a LiJ I LiJ ci0: | |
| I I D z LiJ J0: | |
| J ci LiJ I 0: | |
| LiJ Vl0: | |
| LiJ Cl a D0: | |
| Vl u LiJ I u I u I ci0: | |
| INSTALL CULVERT: | |
| a LiJ I LiJ ci0_2: | |
| I I D z LiJ J0_2: | |
| J ci LiJ I 0_2: | |
| LiJ Vl0_2: | |
| LiJ Cl a D0_2: | |
| Vl u LiJ I u I u I ci0_2: | |
| REPLACE CULVERT_18: | |
| a LiJ I LiJ ci0_3: | |
| I I D z LiJ J0_3: | |
| J ci LiJ I 0_3: | |
| LiJ Vl0_3: | |
| LiJ Cl a D0_3: | |
| Vl u LiJ I u I u I ci0_3: | |
| REPLACE CULVERT_19: | |
| 5410000_3: | |
| 944_2: | |
| 48_2: | |
| 46_4: | |
| 14_5: | |
| R_3: | |
| EX_3: | |
| 69: | |
| 4_9: | |
| 8_4: | |
| 0_39: | |
| a LiJ I LiJ ci0_4: | |
| I I D z LiJ J0_4: | |
| J ci LiJ I 0_4: | |
| REPLACE CULVERT REQUIRES 15761 DEWATERING INWATER WORK WINDOW: | |
| a LiJ I LiJ ciRow6: | |
| I I D z LiJ JRow6: | |
| J ci LiJ I Row6: | |
| LiJ VlRow6: | |
| LiJ Cl a DRow6: | |
| Vl u LiJ I u I u I ciRow6: | |
| REPLACE CULVERT_20: | |
| I I D z LiJ JRow7: | |
| J ci LiJ I Row7: | |
| LiJ VlRow7: | |
| LiJ Cl a DRow7: | |
| Vl u LiJ I u I u I ciRow7: | |
| REPLACE CULVERT_21: | |
| 5412000: | |
| 117_2: | |
| 24_3: | |
| 38_3: | |
| 14_6: | |
| R_4: | |
| EX_4: | |
| 42_4: | |
| 4_10: | |
| 6_7: | |
| 0_40: | |
| 0_41: | |
| I I D z LiJ J0_5: | |
| J ci LiJ I 0_5: | |
| REPLACE CULVERT REQUIRES 15761 DEWATERING INWATER WORK WINDOW_2: | |
| 0_42: | |
| I I D z LiJ J0_6: | |
| J ci LiJ I 0_6: | |
| LiJ Vl0_4: | |
| LiJ Cl a D0_4: | |
| Vl u LiJ I u I u I ci0_4: | |
| REPLACE CULVERT_22: | |
| DRAWING TITLE DRAINAGE LISTING_2: | |
| DATE 08102023_11: | |
| DESIGNER F PILONE_11: | |
| DRAWN FPILONE_2: | |
| DWG SHEET NO X01_8: | |
| CHECKED XXXX PROJECT NO: | |
| undefined_3: | |
| undefined_4: | |
| undefined_5: | |
| undefined_6: | |
| undefined_7: | |
| undefined_8: | |
| undefined_9: | |
| L: | |
| Edge of pavement of: | |
| undefined_10: | |
| DRAWING TITLE GUARDRAIL TYPICAL: | |
| DESIGNER F PILONE_12: | |
| DRAWN F PILONE_11: | |
| PROJECT NO_11: | |
| tt 1: | |
| the base metal with two coats of zincoxide paint: | |
| Row1_2: | |
| Row1_3: | |
| GUARDRAIL TYPICAL: | |
| DATE 08102023_12: | |
| DESIGNER F PILONE_13: | |
| DRAWN F PILONE_12: | |
| DWG SHEET NO X01_9: | |
| CHECKED XXXX_7: | |
| PROJECT NO_12: | |
| TEST LEV EL: | |
| 168: | |
| See Note 3: | |
| 1 I 4 10: | |
| 2 minf: | |
| undefined_11: | |
| 1_19: | |
| 2_8: | |
| undefined_12: | |
| DRAWING TITLE GUARDRAIL TYPICAL_2: | |
| DATE 08102023_13: | |
| DESIGNER F PILONE_14: | |
| DRAWN F PILONE_13: | |
| CHECKED XXXX_8: | |
| PROJECT NO_13: | |
| 2023-08-24T08:04:04-0700 | |
| PHILIP MONSANTO |
File details come from the government source that posted it. Updated .