Att B_Plans.pdf
PDF 9 MB Posted
- Solicitation number
- S-10900-00007848
- Issued by
- Crook County, Siletz City, Oregon
About this file
This document contains the plans and specifications for the Cape Blanco State Airport Runway and Electrical Rehabilitation Project in Curry County, Oregon. The Oregon Department of Aviation is seeking one qualified contractor to perform the runway reconstruction and electrical rehabilitation work. The project includes reconstructing the 75-foot wide center section of the airport's runway, installing new pavement and electrical systems, and completing associated site work. The project is scheduled to commence in May 2024 and be completed by August 2024, with a total project duration not to exceed 180 calendar days.
The pricing for this project will be based on unit rates and lump sums. Two additive alternates are included to install runway edge lighting and Precision Approach Path Indicator (PAPI) systems. Funding for the project will come from state sources. Contractors must comply with all applicable state and federal requirements for the work.
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Other files
| File | Type | Posted |
|---|---|---|
| Addendum 2 Attachment.docx | DOCX document | |
| Bid tabulation~2.xlsx | XLSX spreadsheet | |
| Bid tab~38.xlsx | XLSX spreadsheet | |
| Att C_Bid Pricing Form.pdf | ||
| Item P-602 - Emulsified Asphalt Prime Coat.pdf | ||
| Q and A_10.6.docx | DOCX document | |
| 00007848_ITB.docx | DOCX document | |
| Att A_FAA Standard Specifications.pdf | ||
| 6706-A - CAPE BLANCO RUNWAY PAVEMENT REPORT .pdf |
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Text version
OREGON DEPARTMENT OF AVIATION
CAPE BLANCO STATE AIRPORT
RUNWAY AND ELECTRICAL
REHABILITATION PROJECT
JUNE 2023
SITE MAP
NO SCALE
VICINITY MAP
NO SCALE
SCALES ACCORDINGLY.
THIS SHEET, ADJUST
IF NOT ONE INCH ON
0" 1"
ORIGINAL DRAWING.
BAR IS ONE INCH ON
VERIFY SCALES
APPRBYNO. DATE REVISIONS
SHEET NO.
DRAWING NO.
DATE:
JUNE 2023
OREGON DEPARTMENT OF AVIATION
CAPE BLANCO STATE AIRPORT
RUNWAY AND ELECTRICAL REHABILITATION PROJECT
PROJECT NO: SCALE:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
Y:
\P ro je ct s\
O re go n
D ep ar tm en t o f A vi at io n\
- C ap e Bl an co
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AS NOTED40097.115.01
CENTURY
WEST
E N G I N E E R I N G
PORTLAND OFFICE
5500 MEADOWS ROAD
SUITE #250
LAKE OSWEGO, OR 97035
503.419.2130 OFFICE
JAK
RHH/JDN
PJM
FOR BIDDING PURPOSES ONLY
77595PE
OREGON
EXPIRES: 12/31/2024
G-1
COVER SHEET
SHEET INDEX
SHEET NO. DWG. NO. SHEET TITLE
1 G-1 COVER SHEET
2 G-2 SITE & SURVEY CONTROL
3 G-3 SITE & SAFETY PLAN
4 EC-1 EROSION CONTROL PLAN - RW 14-32 STA 0+00 TO STA 13+50
5 EC-2 EROSION CONTROL PLAN - RW 14-32 STA 13+50 TO STA 26+00
6 EC-3 EROSION CONTROL PLAN - RW 14-32 STA 26+00 TO STA 38+50
7 EC-4 EROSION CONTROL PLAN - RW 14-32 STA 38+50 TO STA 51+00
8 EC-5 EROSION CONTROL PLAN STANDARD NOTES
9 EC-6 EROSION CONTROL SITE SPECIFIC NOTES AND DETAILS
10 C-1 DEMOLITION PLAN - RW 14-32 STA 0+00 TO STA 12+50
11 C-2 DEMOLITION PLAN - RW 14-32 STA 12+50 TO STA 26+00
12 C-3 DEMOLITION PLAN - RW 14-32 STA 26+00 TO STA 38+50
13 C-4 DEMOLITION PLAN - RW 14-32 STA 38+50 TO STA 51+00
14 C-5 RUNWAY 14-32 PLAN AND PROFILE - STA 0+00 TO STA 13+00
15 C-6 RUNWAY 14-32 PLAN AND PROFILE - STA 13+00 TO STA 26+00
16 C-7 RUNWAY 14-32 PLAN AND PROFILE - STA 26+00 TO STA 39+00
17 C-8 RUNWAY 14-32 PLAN AND PROFILE - STA 39+00 TO STA 51+00
18 C-9 GRADING AND DRAINAGE PLAN - RW 14-32 STA 0+00 TO STA 11+50
19 C-10 GRADING AND DRAINAGE PLAN - RW 14-32 STA 11+50 TO STA 27+00
20 C-11 GRADING AND DRAINAGE PLAN - RW 14-32 STA 27+00 TO STA 42+50
21 C-12 GRADING AND DRAINAGE PLAN - RW 14-32 STA 42+50 TO STA 51+00
22 C13 RUNWAY 14-32 GRADING DETAIL - STA 0+00 TO STA 10+00
23 C14 RUNWAY 14-32 GRADING DETAIL - STA 10+00 TO STA 20+00
24 C15 RUNWAY 14-32 GRADING DETAIL - STA 20+00 TO STA 30+00
25 C16 RUNWAY 14-32 GRADING DETAIL - STA 30+00 TO STA 40+00
26 C17 RUNWAY 14-32 GRADING DETAIL - STA 40+00 TO STA 51+00
27 C-18 TYPICAL SECTIONS AND PAVING DETAILS
28 C-19 TYPICAL SECTIONS AND PAVING DETAILS
29 C-20 PAVEMENT MARKING PLAN - RW 14-32 STA 0+00 TO STA 27+00
30 C-21 PAVEMENT MARKING PLAN - RW 14-32 STA 27+00 TO STA 51+00
31 C-22 PAVEMENT MARKING PLAN - TAXIWAYS
32 C-23 PAVEMENT MARKING DETAILS
33 C-24 PAVEMENT MARKING DETAILS
34 E-1 ELECTRICAL SYMBOL LEGEND AND ABBREVIATIONS
35 E-2 LIGHTING AND SIGNAGE PLAN - RW 14-32 STA 0+00 TO STA 14+50
36 E-3 LIGHTING AND SIGNAGE PLAN - RW 14-32 STA 14+50 TO STA 26+00
37 E-4 LIGHTING AND SIGNAGE PLAN - RW 14-32 STA 26+00 TO STA 38+50
38 E-5 LIGHTING AND SIGNAGE PLAN - RW 14-32 STA 38+50 TO STA 51+00
39 E-6 ELECTRICAL ONE-LINE DIAGRAM
40 E-7 LIGHTING LOOP DIAGRAM
41 E-8 ELECTRICAL DETAILS AND SCHEDULE
42 E-9 ELECTRICAL PLAN, DETAILS, AND SCHEDULES
43 E-10 LIGHTING AND REFLECTOR DETAILS
44 E-11 RUNWAY 32 PAPI PLAN
45 E-12 RUNWAY 14 PAPI PLAN
46 E-13 PAPI DETAILS
47 E-14 REIL PLAN
48 E-15 REIL DETAILS
49 E-16 AIRPORT BEACON AND TOWER PLAN
50 E-17 ELECTRICAL BUILDING LAYOUT PLAN
51 E-18 BEACON TOWER DETAILS
52 E-19 WIND CONE PLAN AND DETAILS
53 E-20 GUIDANCE SIGN SCHEDULE AND DETAILS
PROJECT LOCATION
ATTACHMENT B
0+00 5+00 10+00 15+00 20+00 25+00
30+00 35+00 40+00 45+00 50+00 51+00
XX
G-2
SITE & SURVEY CONTROL PLAN
SCALE: 1"=100'
SURVEY CONTROL TABLE
NAVD 83 (2011)
POINT # NORTHING EASTING Elevation Description
1 457562.02 3845151.42 213.04 CNT 58" IR W RPC
2 458156.70 3877955.98 214.29 CNT 58" IR W RPC
3 458756.06 3844756.66 215.62 CNT 58" IR W RPC
4 459361.06 3844552.52 216.82 CNT 58" IR W RPC
5 459955.13 3844359.40 216.86 CNT 58" IR W RPC
6 460547.29 3844161.33 214.02 CNT 58" IR W RPC
7 461153.50 3843964.62 210.90 CNT 58" IR W RPC
8 461757.49 3843765.28 207.71 CNT 58" IR W RPC
9 462408.78 3843542.84 204.58 CNT 58" IR W RPC
10 459788.63 3843991.78 217.22 CNT 58" IR W RPC
11 459778.16 3843830.20 218.90 CNT MAG
NOTE: COMBINED FACTOR 0.99991106
LEGEND:
SURVEY CONTROL POINT
EXITING PAVEMENT EDGE
100 100 200
SCALE OF FEET
SCALE: 1"=100'
M
AT
C H
LI
N
E
ST
A
+0
0, S
EE
B
EL
O
W
SCALES ACCORDINGLY.
THIS SHEET, ADJUST
IF NOT ONE INCH ON
0" 1"
ORIGINAL DRAWING.
BAR IS ONE INCH ON
VERIFY SCALES
APPRBYNO. DATE REVISIONS
SHEET NO.
DRAWING NO.
DATE:
JUNE 2023
OREGON DEPARTMENT OF AVIATION
CAPE BLANCO STATE AIRPORT
RUNWAY AND ELECTRICAL REHABILITATION PROJECT
PROJECT NO: SCALE:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
Y:
\P ro je ct s\
O re go n
D ep ar tm en t o f A vi at io n\
- C ap e Bl an co
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AD
W O
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O N
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AS NOTED40097.115.01
CENTURY
WEST
E N G I N E E R I N G
PORTLAND OFFICE
5500 MEADOWS ROAD
SUITE #250
LAKE OSWEGO, OR 97035
503.419.2130 OFFICE
JAK
RHH/JDN
PJM
FOR BIDDING PURPOSES ONLY
77595PE
OREGON
EXPIRES: 12/31/2024
G-2
SITE & SURVEY CONTROL
M
AT
C H
LI
N
E
ST
A
+0
SE
E
AB
O
VE
Runway 14-32 Sta 0+00.00 N: 462428.78 E: 3843630.91
Runway 14-32 Sta 50+98.00 N: 457590.88 E: 3845239.94
POINT #1 POINT #2 POINT #3 POINT #4 POINT #5
POINT #6 POINT #9POINT #8POINT #7
MATCHLINE 1, SEE BELOW
MATCHLINE 3, SEE BELOW
MATCHLINE 1, SEE BELOW MATCHLINE 3, SEE BELOW
POINT #11
POINT #10
RUNWAY 14-32
RUNWAY 14-32
TAXIWAY B
TAXIWAY B
TAXIWAY A
TAXIWAY A
APRON
AIRPORT GATE
RUNWAY CENTERLINE
RUNWAY CENTERLINE
X
0+00 5+00 10+00 15+00 20+00 25+00 30+00 35+00 40+00 45+00 50+00 51+00
200 0 200 400
SCALE OF FEET
SCALE: 1"=200'
G-3
SITE WORK AREA & SAFETY PLAN
SCALE: 1"=200'
LEGEND:
PROPOSED PAVEMENT
LOW LEVEL BARRICADES,
PER
CONTRACTOR
HAUL/ACCESS ROADS
CONTRACTOR STAGING
AREA
RUNWAY SAFETY AREA
OBSTACLE-FREE ZONE
OBJECT FREE AREA
WORK AREA BOUNDARY
RUNWAY 14-32
SITE AND SAFETY NOTES:
1. CONTRACTOR'S ACCESS ROAD, HAUL ROADS, AND STAGING AREA SHALL BE CONSTRUCTED AND MAINTAINED AT CONTRACTOR'S EXPENSE. ALL DISTURBED OR DAMAGED AREAS SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION AT NO ADDITIONAL COST TO
THE OWNER.
2. PROTECT ALL PAVEMENT SURFACES FROM DAMAGE DUE TO CONSTRUCTION ACTIVITY. RESTORE DAMAGED PAVEMENT TO ORIGINAL OR
BETTER CONDITION AT NO COST TO THE OWNER.
3. PROVIDE FOR AND MAINTAIN PUBLIC PARKING AND ACCESS TO EXISTING AIRPORT HANGARS AND BUILDINGS AT ALL TIMES.
4. ACCESS TO THE WORK AREA MUST BE AUTHORIZED BY THE ENGINEER PRIOR TO WORK. NOTIFY THE ENGINEER A MINIMUM OF 72 HOURS
PRIOR TO BEGINNING WORK.
5. ANY WORK WITHIN 60 FEET OF THE RUNWAY CENTERLINE OR WITHIN 240 FEET OF THE RUNWAY END WILL REQUIRE A RUNWAY CLOSURE.
6. FOR RUNWAY CLOSURE, NOTIFY THE ENGINEER 45 CALENDAR DAYS IN ADVANCE OF THE CLOSURE. PLACE LIGHTED CLOSURE CROSSES
(CONTRACTOR SUPPLIED) AS SHOWN. PLACE LIGHTED AND WEIGHTED BARRICADES AT LOCATIONS SHOWN. MAXIMUM SPACING
BETWEEN BARRICADES SHALL BE 5'.
7. RETURN ALL EQUIPMENT TO STAGING AREA AT THE END OF EACH WORKDAY.
8. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHOWN THROUGHOUT THIS SET OF DRAWINGS ARE SHOWN AS APPROXIMATE
AND HAVE NOT BEEN INDEPENDENTLY VERIFIED. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES AND SURVEY MARKERS.
9. CONTRACTOR SHALL AVOID TRAVELING OUTSIDE OF WORK AREA BOUNDARIES UNLESS APPROVED BY THE ENGINEER.
10. CONTRACTOR SHALL CONTROL DUST AND SMOKE RELATED TO CONSTRUCTION ACTIVITIES AT ALL TIMES.
11. TOTAL PROJECT DURATION SHALL NOT EXCEED 180 CALENDAR DAYS.
12. CONTRACTOR TO PROVIDE PORTABLE RESTROOM FACILITIES FOR CONSTRUCTION.
13. CONTRACTOR TO PROVIDE 3'X3' ORANGE AND WHITE CHECKARD FLAG ON WORK VEHICLES AND EQUIPMENT PER SPECIFICATIONS.
CONSTRUCTION AREA NOTES:
· WORK AREA 1, 2, AND THE WINDCONE AREA SHALL BE CONSTRUCTED
CONCURRENTLY AND REQUIRES CLOSURE OF RUNWAY 14-32 AND ALL
TAXIWAYS.
G-3
SCALE: N.T.S.
G-3
LOW LEVEL BARRICADE DETAIL
ORANGE / WHITE STRIPE
HIGH REFLECTIVE SHEETING
BATTERY OR SOLAR POWERED RED
LENS STANDARD BARRICADE LIGHT
VARIES
8'-0"
10"
ELEVATION
FILL WITH WATER
OR SAND
SELF
CONNECTING
PINS
NOTES:
1. PLACE BARRICADES PER THE PLANS.
2. BARRICADES SHALL BE PROVIDED BY THE CONTRACTOR. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR PLACING, FILLING, EMPTYING, MOVING, AND PROTECTING BARRICADES
THROUGHOUT THE DURATION OF THE PROJECT.
3. IF CONTRACTOR USES SANDBAGS TO ANCHOR BARRICADES, USE "DOUBLE BAGS" OR
OTHER MEASURES TO PREVENT SAND FROM LEAVING OR MIGRATING THROUGH BAG
FABRIC.
4. CONTRACTOR TO INSTALL 20 BY 20 INCH MIN FLAGS SECURED TO BARRICADE,
ALTERNATING ORANGE AND WHITE.
ORANGE
BODY
6'-0"
SCALES ACCORDINGLY.
THIS SHEET, ADJUST
IF NOT ONE INCH ON
0" 1"
ORIGINAL DRAWING.
BAR IS ONE INCH ON
VERIFY SCALES
APPRBYNO. DATE REVISIONS
SHEET NO.
DRAWING NO.
DATE:
JUNE 2023
OREGON DEPARTMENT OF AVIATION
CAPE BLANCO STATE AIRPORT
RUNWAY AND ELECTRICAL REHABILITATION PROJECT
PROJECT NO: SCALE:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
Y:
\P ro je ct s\
O re go n
D ep ar tm en t o f A vi at io n\
- C ap e Bl an co
R un w ay a nd
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AS NOTED40097.115.01
CENTURY
WEST
E N G I N E E R I N G
PORTLAND OFFICE
5500 MEADOWS ROAD
SUITE #250
LAKE OSWEGO, OR 97035
503.419.2130 OFFICE
JAK
RHH/JDN
PJM
FOR BIDDING PURPOSES ONLY
77595PE
OREGON
EXPIRES: 12/31/2024
G-3
SITE & SAFETY PLAN
CONSTRUCTION AREA
AIRPORT RD
AIRPORT RD
TO HWY 101
CONTRACTOR
STAGING AREA
WINDCONE AND
SEGMENTED CIRCLE
WORK AREA 1
TAXIWAY A
TAXIWAY B
HAUL ROUTE
WORK AREA 2
LOW LEVEL
BARRICADES LOW LEVEL
BARRICADES
LOW LEVEL
BARRICADES
LIGHTED CLOSURE X LIGHTED CLOSURE X
250' 500' 75'
37.5'250'500' 37.5'
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21521
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00
215 216
EC-1
EROSION CONTROL PLAN
SCALE: 1"=50'
STA 0+00 TO STA 13+50
EC-6
EC-1
EROSION CONTROL PLAN - RW 14-32 STA 0+00 TO STA 13+50
50 50 100
SCALE OF FEET
SCALE: 1"=50'
SCALES ACCORDINGLY.
THIS SHEET, ADJUST
IF NOT ONE INCH ON
0" 1"
ORIGINAL DRAWING.
BAR IS ONE INCH ON
VERIFY SCALES
APPRBYNO. DATE REVISIONS
SHEET NO.
DRAWING NO.
DATE:
JUNE 2023
OREGON DEPARTMENT OF AVIATION
CAPE BLANCO STATE AIRPORT
RUNWAY AND ELECTRICAL REHABILITATION PROJECT
PROJECT NO: SCALE:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
Y:
\P ro je ct s\
O re go n
D ep ar tm en t o f A vi at io n\
- C ap e Bl an co
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AS NOTED40097.115.01
CENTURY
WEST
E N G I N E E R I N G
PORTLAND OFFICE
5500 MEADOWS ROAD
SUITE #250
LAKE OSWEGO, OR 97035
503.419.2130 OFFICE
JAK
RHH/JDN
PJM
FOR BIDDING PURPOSES ONLY
77595PE
OREGON
EXPIRES: 12/31/2024
M
AT
C H
LI
N
E
ST
A
+5 0, S
EE
S H
EE
T
EC
-2
RUNWAY 14-32
LEGEND:
SILT FENCE PER
EXISTING/PROPOSED FLOW
DIRECTION (SEE NOTE 7)
PROPOSED PAVEMENT
ELECTRICAL TRENCH
SEEDING LIMITS
58'
60'EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
RUNWAY SAFETY AREA
EXITING PAVEMENT EDGE
WORK AREA LIMITS
INSTALL SILT FENCE PER DETAIL
EC-6
INSTALL SILT FENCE PER DETAIL
EC-6
WORK AREA LIMITS
WORK AREA LIMITS
E
CONTRACTOR TO PROTECT CONSTRUCTION AREA AND
PROVIDE NOXIOUS WEED CONTROL AS NECESSARY
NOTES:
1. ALL EROSION CONTROL DEVICES SHALL BE INSTALLED AND INSPECTED BY THE ENGINEER PRIOR TO ANY
GROUND DISTURBING ACTIVITIES.
2. ALL AIRPORT PAVEMENTS SHALL BE KEPT FREE OF ALL FOREIGN OBJECT DEBRIS (FOD) BY SWEEPER OR VAC-TRUCK AS NEEDED OR AS DIRECTED BY THE ENGINEER. AT MINIMUM, THE PAVEMENT SURFACE WILL
BE SWEPT AT THE END OF THE WORK DAY.
3. WORK SHALL BE IN ACCORDANCE WITH OREGON DEQ 1200-C PERMIT FOR THE PROJECT.
4. PLACE SEDIMENT BARRIER (SILT FENCE) AROUND STOCK PILES AS NEEDED.
5. HYDROSEED STAGING AREAS, HAUL ROUTES, AND OTHER DISTURBED SURFACES, UNLESS OTHERWISE SHOWN, OUTSIDE OF DAYLIGHT LIMITS AT NO COST TO THE OWNER. HYDROSEEDING SHALL NOT OCCUR
ON GRAVEL SHOULDERS. REFER TO TECHNICAL SPECIFICATIONS FOR ADDITIONAL SEEDING
REQUIREMENTS.
6. REFER TO DRAWING EC-5 FOR EROSION AND SEDIMENT CONTROL STANDARD NOTES AND DRAWING EC-6
FOR EROSION AND SEDIMENT CONTROL ADDITIONAL NOTES.
7. PROPOSED IMPROVEMENTS DOES NOT CHANGE THE EXISTING FLOW DIRECTION.
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14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00218
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EC-2
EROSION CONTROL PLAN
SCALE: 1"=50'
STA 13+50 TO STA 26+00
EC-2
EROSION CONTROL PLAN - RW 14-32 STA 13+50 TO STA 26+00
50 50 100
SCALE OF FEET
SCALE: 1"=50'
SCALES ACCORDINGLY.
THIS SHEET, ADJUST
IF NOT ONE INCH ON
0" 1"
ORIGINAL DRAWING.
BAR IS ONE INCH ON
VERIFY SCALES
APPRBYNO. DATE REVISIONS
SHEET NO.
DRAWING NO.
DATE:
JUNE 2023
OREGON DEPARTMENT OF AVIATION
CAPE BLANCO STATE AIRPORT
RUNWAY AND ELECTRICAL REHABILITATION PROJECT
PROJECT NO: SCALE:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
Y:
\P ro je ct s\
O re go n
D ep ar tm en t o f A vi at io n\
- C ap e Bl an co
R un w ay a nd
E le ct ric al D es ig n\ C
AD
W O
R
KI
N G
\G -5
G
-9
ER
O
SI
O
N C
O N
TR
O
L.
dw g
AS NOTED40097.115.01
CENTURY
WEST
E N G I N E E R I N G
PORTLAND OFFICE
5500 MEADOWS ROAD
SUITE #250
LAKE OSWEGO, OR 97035
503.419.2130 OFFICE
JAK
RHH/JDN
PJM
FOR BIDDING PURPOSES ONLY
77595PE
OREGON
EXPIRES: 12/31/2024
M
AT
C H
LI
N
E
ST
A
+5 0, S
EE
S H
EE
T
EC
-1
MATCHLINE 1, SEE LEFT
MATCHLINE 1, SEE RIGHT
M
AT
C H
LI
N
E
ST
A
+0 0, S
EE
S H
EE
T
EC
-3
RUNWAY 14-32
AIRPORT GATE
NEW SEGMENTED
CIRCLE
TAXIWAY B
EC-6
EC-6
E
LEGEND:
BIOFILTER INLET PROTECTION PER
SILT FENCE PER
EXISTING/PROPOSED FLOW
DIRECTION (SEE NOTE 7)
CONSTRUCTION ENTRANCE
PROPOSED PAVEMENT
ELECTRICAL TRENCH
SEEDING LIMITS
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
RUNWAY SAFETY AREA
EXITING PAVEMENT EDGE
WORK AREA LIMITS
CONSTRUCTION STAGING AREA,
STOCKPILE, PORTABLE TOILET
58'
60'
58'
60'
CONTRACTOR TO PROTECT CONSTRUCTION AREA AND
PROVIDE NOXIOUS WEED CONTROL AS NECESSARY
INSTALL SILT FENCE PER DETAIL
EC-5
INSTALL SILT FENCE PER DETAIL
EC-6
INSTALL SILT FENCE PER DETAIL
EC-6WORK AREA LIMITS
WORK AREA LIMITS
WORK AREA LIMITS
INSTALL CONSTRUCTION ENTRANCE
PER DETAIL
EC-6
EC-6
CONTRACTOR STAGING AREA, PORTABLE TOILET,
AND SOIL STOCKPILE TO OCCUR WITHIN THIS AREA
NOTES:
1. ALL EROSION CONTROL DEVICES SHALL BE INSTALLED AND INSPECTED BY THE ENGINEER PRIOR TO ANY
GROUND DISTURBING ACTIVITIES.
2. ALL AIRPORT PAVEMENTS SHALL BE KEPT FREE OF ALL FOREIGN OBJECT DEBRIS (FOD) BY SWEEPER OR VAC-TRUCK AS NEEDED OR AS DIRECTED BY THE ENGINEER. AT MINIMUM, THE PAVEMENT SURFACE WILL
BE SWEPT AT THE END OF THE WORK DAY.
3. WORK SHALL BE IN ACCORDANCE WITH OREGON DEQ 1200-C PERMIT FOR THE PROJECT.
4. PLACE SEDIMENT BARRIER (SILT FENCE) AROUND STOCK PILES AS NEEDED.
5. HYDROSEED STAGING AREAS, HAUL ROUTES, AND OTHER DISTURBED SURFACES, UNLESS OTHERWISE SHOWN, OUTSIDE OF DAYLIGHT LIMITS AT NO COST TO THE OWNER. HYDROSEEDING SHALL NOT OCCUR ON GRAVEL SHOULDERS. REFER TO TECHNICAL SPECIFICATIONS FOR ADDITIONAL SEEDING REQUIREMENTS.
6. REFER TO DRAWING EC-5 FOR EROSION AND SEDIMENT CONTROL STANDARD NOTES AND DRAWING EC-6
FOR EROSION AND SEDIMENT CONTROL ADDITIONAL NOTES.
7. PROPOSED IMPROVEMENTS DOES NOT CHANGE THE EXISTING FLOW DIRECTION.
SEEDING FOR
TREE REMOVAL
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W W W W W W
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26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00
215216217 212
EC-3
EROSION CONTROL PLAN
SCALE: 1"=50'
STA 26+00 TO STA 38+50
EC-3
EROSION CONTROL PLAN - RW 14-32 STA 26+00 TO STA 38+50
50 50 100
SCALE OF FEET
SCALE: 1"=50'
SCALES ACCORDINGLY.
THIS SHEET, ADJUST
IF NOT ONE INCH ON
0" 1"
ORIGINAL DRAWING.
BAR IS ONE INCH ON
VERIFY SCALES
APPRBYNO. DATE REVISIONS
SHEET NO.
DRAWING NO.
DATE:
JUNE 2023
OREGON DEPARTMENT OF AVIATION
CAPE BLANCO STATE AIRPORT
RUNWAY AND ELECTRICAL REHABILITATION PROJECT
PROJECT NO: SCALE:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
Y:
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AS NOTED40097.115.01
CENTURY
WEST
E N G I N E E R I N G
PORTLAND OFFICE
5500 MEADOWS ROAD
SUITE #250
LAKE OSWEGO, OR 97035
503.419.2130 OFFICE
JAK
RHH/JDN
PJM
FOR BIDDING PURPOSES ONLY
77595PE
OREGON
EXPIRES: 12/31/2024
M
AT
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ST
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S H
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M
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RUNWAY 14-32
BIOFILTER INLET
PROTECTION
BIOFILTER INLET
PROTECTION
BIOFILTER INLET
PROTECTION
BIOFILTER INLET
PROTECTION
BIOFILTER INLET
PROTECTION
TAXIWAY A
EC-6
EC-6
EC-6
CONTRACTOR TO PROTECT CONSTRUCTION AREA AND
PROVIDE NOXIOUS WEED CONTROL AS NECESSARY
NOTES:
1. ALL EROSION CONTROL DEVICES SHALL BE INSTALLED AND INSPECTED BY THE ENGINEER PRIOR TO ANY
GROUND DISTURBING ACTIVITIES.
2. ALL AIRPORT PAVEMENTS SHALL BE KEPT FREE OF ALL FOREIGN OBJECT DEBRIS (FOD) BY SWEEPER OR VAC-TRUCK AS NEEDED OR AS DIRECTED BY THE ENGINEER. AT MINIMUM, THE PAVEMENT SURFACE WILL
BE SWEPT AT THE END OF THE WORK DAY.
3. WORK SHALL BE IN ACCORDANCE WITH OREGON DEQ 1200-C PERMIT FOR THE PROJECT.
4. PLACE SEDIMENT BARRIER (SILT FENCE) AROUND STOCK PILES AS NEEDED.
5. HYDROSEED STAGING AREAS, HAUL ROUTES, AND OTHER DISTURBED SURFACES, UNLESS OTHERWISE SHOWN, OUTSIDE OF DAYLIGHT LIMITS AT NO COST TO THE OWNER. HYDROSEEDING SHALL NOT OCCUR
ON GRAVEL SHOULDERS. REFER TO TECHNICAL SPECIFICATIONS FOR ADDITIONAL SEEDING
REQUIREMENTS.
6. REFER TO DRAWING EC-02 FOR EROSION AND SEDIMENT CONTROL STANDARD NOTES AND DRAWING
EC-03 FOR EROSION AND SEDIMENT CONTROL ADDITIONAL NOTES.
7. PROPOSED IMPROVEMENTS DOES NOT CHANGE THE EXISTING FLOW DIRECTION.
INSTALL SILT FENCE PER DETAIL
EC-6
WORK AREA LIMITS
EC-6
EC-6
E
LEGEND:
BIOFILTER INLET PROTECTION PER
SILT FENCE PER
EXISTING/PROPOSED FLOW
DIRECTION (SEE NOTE 7)
CONSTRUCTION ENTRANCE
PROPOSED PAVEMENT
ELECTRICAL TRENCH
SEEDING LIMITS
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
RUNWAY SAFETY AREA
EXITING PAVEMENT EDGE
WORK AREA LIMITS
CONSTRUCTION STAGING AREA,
STOCKPILE, PORTABLE TOILET
58'
60'
58'
60'
EC-6
BIOFILTER INLET
PROTECTION
INSTALL SILT FENCE PER DETAIL
EC-6
WORK AREA LIMITS
CONTRACTOR STAGING AREA,
PORTABLE TOILET, AND SOIL
STOCKPILE TO OCCUR WITHIN THIS AREA
E E E E E E E E E E E E E E E E E E E E E E E E E
E
EEEEEEEEEEEEEEEEEEEEEEEEE
E E E E E E E E E E E E E
E E
EEEEEEEEEEEEEEEEEEEEEEEEE
E
J
J
R G
R G
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R G
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Y WY WY WY WY WY W
E
J
J
UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP
UGP
UGP
UGP
UGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGP
CB CB CB
CBCB
SD SD
6207208209
39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 50+98
EC-4
EROSION CONTROL PLAN
SCALE: 1"=50'
STA 38+50 TO STA 51+00
EC-4
EROSION CONTROL PLAN - RW 14-32 STA 38+50 TO STA 51+00
SCALES ACCORDINGLY.
THIS SHEET, ADJUST
IF NOT ONE INCH ON
0" 1"
ORIGINAL DRAWING.
BAR IS ONE INCH ON
VERIFY SCALES
APPRBYNO. DATE REVISIONS
SHEET NO.
DRAWING NO.
DATE:
JUNE 2023
OREGON DEPARTMENT OF AVIATION
CAPE BLANCO STATE AIRPORT
RUNWAY AND ELECTRICAL REHABILITATION PROJECT
PROJECT NO: SCALE:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
Y:
\P ro je ct s\
O re go n
D ep ar tm en t o f A vi at io n\
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AS NOTED40097.115.01
CENTURY
WEST
E N G I N E E R I N G
PORTLAND OFFICE
5500 MEADOWS ROAD
SUITE #250
LAKE OSWEGO, OR 97035
503.419.2130 OFFICE
JAK
RHH/JDN
PJM
FOR BIDDING PURPOSES ONLY
77595PE
OREGON
EXPIRES: 12/31/2024
50 50 100
SCALE OF FEET
SCALE: 1"=50'
M
AT
C
H
LI
N E
ST
A
+5
0, S
EE
S
H
EE
T
EC
-3
RUNWAY 14-32
BIOFILTER INLET
PROTECTION
BIOFILTER INLET
PROTECTION
BIOFILTER INLET
PROTECTION BIOFILTER INLET
PROTECTION
BIOFILTER INLET
PROTECTION
INLET FILTER
PROTECTION, SEE DETAIL
EC-6
EXISTING DRAINAGE
DITCH TO BE PROTECTED
EC-5
EC-6
EC-6
EC-6
E
LEGEND:
BIOFILTER INLET PROTECTION PER
SILT FENCE PER
EXISTING/PROPOSED FLOW
DIRECTION (SEE NOTE 7)
PROPOSED PAVEMENT
SEEDING LIMITS
58'
60'EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
RUNWAY SAFETY AREA
EXITING PAVEMENT EDGE
58'
60'
CONTRACTOR TO PROTECT CONSTRUCTION AREA AND
PROVIDE NOXIOUS WEED CONTROL AS NECESSARY
INSTALL SILT FENCE PER DETAIL
EC-6
WORK AREA LIMITS
INSTALL SILT FENCE PER DETAIL
EC-5
WORK AREA LIMITS
NOTES:
1. ALL EROSION CONTROL DEVICES SHALL BE INSTALLED AND INSPECTED BY THE ENGINEER PRIOR TO ANY
GROUND DISTURBING ACTIVITIES.
2. ALL AIRPORT PAVEMENTS SHALL BE KEPT FREE OF ALL FOREIGN OBJECT DEBRIS (FOD) BY SWEEPER OR VAC-TRUCK AS NEEDED OR AS DIRECTED BY THE ENGINEER. AT MINIMUM, THE PAVEMENT SURFACE WILL
BE SWEPT AT THE END OF THE WORK DAY.
3. WORK SHALL BE IN ACCORDANCE WITH OREGON DEQ 1200-C PERMIT FOR THE PROJECT.
4. PLACE SEDIMENT BARRIER (SILT FENCE) AROUND STOCK PILES AS NEEDED.
5. HYDROSEED STAGING AREAS, HAUL ROUTES, AND OTHER DISTURBED SURFACES, UNLESS OTHERWISE SHOWN, OUTSIDE OF DAYLIGHT LIMITS AT NO COST TO THE OWNER. HYDROSEEDING SHALL NOT OCCUR
ON GRAVEL SHOULDERS. REFER TO TECHNICAL SPECIFICATIONS FOR ADDITIONAL SEEDING
REQUIREMENTS.
6. REFER TO DRAWING EC-5 FOR EROSION AND SEDIMENT CONTROL STANDARD NOTES AND DRAWING EC-6
FOR EROSION AND SEDIMENT CONTROL ADDITIONAL NOTES.
7. PROPOSED IMPROVEMENTS DOES NOT CHANGE THE EXISTING FLOW DIRECTION.
EC-5
EROSION CONTROL PLAN STANDARD NOTES
SCALES ACCORDINGLY.
THIS SHEET, ADJUST
IF NOT ONE INCH ON
0" 1"
ORIGINAL DRAWING.
BAR IS ONE INCH ON
VERIFY SCALES
APPRBYNO. DATE REVISIONS
SHEET NO.
DRAWING NO.
DATE:
JUNE 2023
OREGON DEPARTMENT OF AVIATION
CAPE BLANCO STATE AIRPORT
RUNWAY AND ELECTRICAL REHABILITATION PROJECT
PROJECT NO: SCALE:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
Y:
\P ro je ct s\
O re go n
D ep ar tm en t o f A vi at io n\
- C ap e Bl an co
R un w ay a nd
E le ct ric al D es ig n\ C
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W O
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KI
N G
\G -5
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ER
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N C
O N
TR
O
L.
dw g
AS NOTED40097.115.01
CENTURY
WEST
E N G I N E E R I N G
PORTLAND OFFICE
5500 MEADOWS ROAD
SUITE #250
LAKE OSWEGO, OR 97035
503.419.2130 OFFICE
JAK
RHH/JDN
PJM
FOR BIDDING PURPOSES ONLY
77595PE
OREGON
EXPIRES: 12/31/2024
CONTRACTOR TO PROTECT CONSTRUCTION AREA AND
PROVIDE NOXIOUS WEED CONTROL AS NECESSARY
1. INCLUDE A LIST OF ALL PERSONNEL (BY NAME AND POSITION) THAT ARE RESPONSIBLE FOR THE DESIGN, INSTALLATION AND MAINTENANCE OF STORMWATER CONTROL MEASURES (E.G. ESCP DEVELOPER, BMP INSTALLER (SEE SECTION 4.10), AS WELL AS THEIR INDIVIDUAL RESPONSIBILITIES. (SECTION 4.4.C.II)
2. VISUAL MONITORING INSPECTION REPORTS MUST BE MADE IN ACCORDANCE WITH DEQ 1200-C PERMIT
REQUIREMENTS. (SECTION 6.5)
3. INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEQ 1200-C PERMIT REQUIREMENTS. (SECTION 6.5.Q)
4. RETAIN A COPY OF THE ESCP AND ALL REVISIONS ON SITE AND MAKE IT AVAILABLE ON REQUEST TO DEQ, AGENT, OR THE LOCAL MUNICIPALITY. (SECTION 4.7)
5. THE PERMIT REGISTRANT MUST IMPLEMENT THE ESCP. FAILURE TO IMPLEMENT ANY OF THE CONTROL MEASURES OR PRACTICES DESCRIBED IN THE ESCP IS A VIOLATION OF THE PERMIT. (SECTION 4 AND 4.11)
6. THE ESCP MUST BE ACCURATE AND REFLECT SITE CONDITIONS. (SECTION 4.8)
7. SUBMISSION OF ALL ESCP REVISIONS IS NOT REQUIRED. SUBMITTAL OF THE ESCP REVISIONS IS ONLY UNDER SPECIFIC CONDITIONS. SUBMIT ALL NECESSARY REVISION TO DEQ OR AGENT WITHIN 10 DAYS.
(SECTION 4.9)
8. SEQUENCE CLEARING AND GRADING TO THE MAXIMUM EXTENT PRACTICAL TO PREVENT EXPOSED INACTIVE
AREAS FROM BECOMING A SOURCE OF EROSION. (SECTION 2.2.2)
9. CREATE SMOOTH SURFACES BETWEEN SOIL SURFACE AND EROSION AND SEDIMENT CONTROLS TO
PREVENT STORMWATER FROM BYPASSING CONTROLS AND PONDING. (SECTION 2.2.3)
10. IDENTIFY, MARK, AND PROTECT (BY CONSTRUCTION FENCING OR OTHER MEANS) CRITICAL RIPARIAN AREAS AND VEGETATION INCLUDING IMPORTANT TREES AND ASSOCIATED ROOTING ZONES, AND VEGETATION AREAS TO BE PRESERVED. IDENTIFY VEGETATIVE BUFFER ZONES BETWEEN THE SITE AND SENSITIVE AREAS (E.G. WETLANDS), AND OTHER AREAS TO BE PRESERVED, ESPECIALLY IN PERIMETER AREAS. (SECTION 2.2.1)
11. PRESERVE EXISTING VEGETATION WHEN PRACTICAL AND RE-VEGETATE OPEN AREAS. RE-VEGETATE OPEN AREAS WHEN PRACTICABLE BEFORE AND AFTER GRADING OR CONSTRUCTION. IDENTIFY THE TYPE OF
VEGETATIVE SEED MIX USED. (SECTION 2.2.5)
12. MAINTAIN AND DELINEATE ANY EXISTING NATURAL BUFFER WITHIN THE 50-FEET OF WATERS OF THE STATE.
(SECTION 2.2.4)
13. INSTALL PERIMETER SEDIMENT CONTROL, INCLUDING STORM DRAIN INLET PROTECTION AS WELL AS ALL
SEDIMENT BASINS, TRAPS, AND BARRIERS PRIOR TO LAND DISTURBANCE. (SECTIONS 2.1.3)
14. CONTROL BOTH PEAK FLOW RATES AND TOTAL STORMWATER VOLUME, TO MINIMIZE EROSION AT OUTLETS
AND DOWNSTREAM CHANNELS AND STREAMBANKS. (SECTIONS 2.1.1 AND 2.2.16)
15. CONTROL SEDIMENT AS NEEDED ALONG THE SITE PERIMETER AND AT ALL OPERATIONAL INTERNAL STORM DRAIN INLETS AT ALL TIMES DURING CONSTRUCTION, BOTH INTERNALLY AND AT THE SITE BOUNDARY.
(SECTIONS 2.2.6 AND 2.2.13)
16. ESTABLISH CONCRETE TRUCK AND OTHER CONCRETE EQUIPMENT WASHOUT AREAS BEFORE BEGINNING
CONCRETE WORK. (SECTION 2.2.14)
17. APPLY TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES IMMEDIATELY ON ALL DISTURBED AREAS AS GRADING PROGRESSES. TEMPORARY OR PERMANENT STABILIZATION MEASURES ARE NOT REQUIRED FOR AREAS THAT ARE INTENDED TO BE LEFT UNVEGETATED, SUCH AS DIRT ACCESS ROADS OR
UTILITY POLE PADS. (SECTIONS 2.2.20 AND 2.2.21)
18. ESTABLISH MATERIAL AND WASTE STORAGE AREAS, AND OTHER NON-STORMWATER CONTROLS. (SECTION 2.3.7)
19. KEEP WASTE CONTAINER LIDS CLOSED WHEN NOT IN USE AND CLOSE LIDS AT THE END OF THE BUSINESS DAY FOR THOSE CONTAINERS THAT ARE ACTIVELY USED THROUGHOUT THE DAY. FOR WASTE CONTAINERS THAT DO NOT HAVE LIDS, PROVIDE EITHER (1) COVER (E.G., A TARP, PLASTIC SHEETING, TEMPORARY ROOF) TO PREVENT EXPOSURE OF WASTES TO PRECIPITATION, OR (2) A SIMILARLY EFFECTIVE MEANS DESIGNED TO PREVENT THE DISCHARGE OF POLLUTANTS (E.G., SECONDARY CONTAINMENT). (SECTION 2.3.7)
20. PREVENT TRACKING OF SEDIMENT ONTO PUBLIC OF PRIVATE ROADS USING BMPS SUCH AS: CONSTRUCTION ENTRANCE, GRAVELED (OR PAVED) EXITS AND PARKING AREAS, GRAVEL ALL UNPAVED ROADS LOCATED ONSITE, OR USE AN EXIT TIRE WASH. THESE BMPS MUST BE IN PLACE PRIOR TO LAND-DISTURBING
ACTIVITIES. (SECTION 2.2.7)
21. WHEN TRUCKING SATURATED SOILS FROM THE SITE, EITHER USE WATER-TIGHT TRUCKS OR DRAIN LOADS
ON SITE. (SECTION 2.2.7.F)
22. CONTROL PROHIBITED DISCHARGES FROM LEAVING THE CONSTRUCTION SITE, I.E., CONCRETE WASH-OUT, WASTEWATER FROM CLEANOUT OF STUCCO, PAINT AND CURING COMPOUNDS. (SECTIONS 1.5 AND 2.3.9)
23. ENSURE THAT STEEP SLOPE AREAS WHERE CONSTRUCTION ACTIVITIES ARE NOT OCCURRING ARE NOT
DISTURBED. (SECTION 2.2.10)
24. PREVENT SOIL COMPACTION IN AREAS WHERE POST-CONSTRUCTION INFILTRATION FACILITIES ARE TO BE
INSTALLED. (SECTION 2.2.12)
25. USE BMPS TO PREVENT OR MINIMIZE STORMWATER EXPOSURE TO POLLUTANTS FROM SPILLS; VEHICLE AND EQUIPMENT FUELING, MAINTENANCE, AND STORAGE; OTHER CLEANING AND MAINTENANCE ACTIVITIES; AND WASTE HANDLING ACTIVITIES. THESE POLLUTANTS INCLUDE FUEL, HYDRAULIC FLUID, AND OTHER OILS FROM VEHICLES AND MACHINERY, AS WELL AS DEBRIS, FERTILIZER, PESTICIDES AND HERBICIDES, PAINTS, SOLVENTS, CURING COMPOUNDS AND ADHESIVES FROM CONSTRUCTION OPERATIONS. (SECTIONS 2.2.15
AND 2.3)
26. PROVIDE PLANS FOR SEDIMENTATION BASINS THAT HAVE BEEN DESIGNED PER SECTION 2.2.17 AND
STAMPED BY AN OREGON PROFESSIONAL ENGINEER. (SECTION 2.2.17.A)
27. IF ENGINEERED SOILS ARE USED ON SITE, A SEDIMENTATION BASIN/IMPOUNDMENT MUST BE INSTALLED.
(SECTIONS 2.2.17 AND 2.2.18)
28. PROVIDE A DEWATERING PLAN FOR ACCUMULATED WATER FROM PRECIPITATION AND UNCONTAMINATED
GROUNDWATER SEEPAGE DUE TO SHALLOW EXCAVATION ACTIVITIES. (SEE SECTION 2.4)
29. IMPLEMENT THE FOLLOWING BMPS WHEN APPLICABLE: WRITTEN SPILL PREVENTION AND RESPONSE PROCEDURES, EMPLOYEE TRAINING ON SPILL PREVENTION AND PROPER DISPOSAL PROCEDURES, SPILL KITS IN ALL VEHICLES, REGULAR MAINTENANCE SCHEDULE FOR VEHICLES AND MACHINERY, MATERIAL DELIVERY AND STORAGE CONTROLS, TRAINING AND SIGNAGE, AND COVERED STORAGE AREAS FOR WASTE
AND SUPPLIES. (SECTION 2.3)
30. USE WATER, SOIL-BINDING AGENT OR OTHER DUST CONTROL TECHNIQUE AS NEEDED TO AVOID
WIND-BLOWN SOIL. (SECTION 2.2.9)
31. THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW MANUFACTURER'S RECOMMENDATIONS TO MINIMIZE NUTRIENT RELEASES TO SURFACE WATERS. EXERCISE CAUTION WHEN USING TIME-RELEASE FERTILIZERS WITHIN ANY WATERWAY RIPARIAN ZONE. (SECTION 2.3.5)
32. IF AN ACTIVE TREATMENT SYSTEM (FOR EXAMPLE, ELECTRO-COAGULATION, FLOCCULATION, FILTRATION, ETC.) FOR SEDIMENT OR OTHER POLLUTANT REMOVAL IS EMPLOYED, SUBMIT AN OPERATION AND MAINTENANCE PLAN (INCLUDING SYSTEM SCHEMATIC, LOCATION OF SYSTEM, LOCATION OF INLET, LOCATION OF DISCHARGE, DISCHARGE DISPERSION DEVICE DESIGN, AND A SAMPLING PLAN AND FREQUENCY) BEFORE OPERATING THE TREATMENT SYSTEM. OBTAIN ENVIRONMENTAL MANAGEMENT PLAN APPROVAL FROM DEQ BEFORE OPERATING THE TREATMENT SYSTEM. OPERATE AND MAINTAIN THE
TREATMENT SYSTEM ACCORDING TO MANUFACTURER'S SPECIFICATIONS. (SECTION 1.2.9)
33. TEMPORARILY STABILIZE SOILS AT THE END OF THE SHIFT BEFORE HOLIDAYS AND WEEKENDS, IF NEEDED.
THE REGISTRANT IS RESPONSIBLE FOR ENSURING THAT SOILS ARE STABLE DURING RAIN EVENTS AT ALL
TIMES OF THE YEAR. (SECTION 2.2)
34. AS NEEDED BASED ON WEATHER CONDITIONS, AT THE END OF EACH WORKDAY SOIL STOCKPILES MUST BE STABILIZED OR COVERED, OR OTHER BMPS MUST BE IMPLEMENTED TO PREVENT DISCHARGES TO SURFACE
WATERS OR CONVEYANCE SYSTEMS LEADING TO SURFACE WATERS. (SECTION 2.2.8)
35. SEDIMENT FENCE: REMOVE TRAPPED SEDIMENT BEFORE IT REACHES ONE THIRD OF THE ABOVE GROUND
HEIGHT AND BEFORE FENCE REMOVAL. (SECTION 2.1.5.B)
36. OTHER SEDIMENT BARRIERS (SUCH AS BIOBAGS): REMOVE SEDIMENT BEFORE IT REACHES TWO INCHES
DEPTH ABOVE GROUND HEIGHT AND BEFORE BMP REMOVAL. (SECTION 2.1.5.C)
37. CATCH BASINS: CLEAN BEFORE RETENTION CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT. SEDIMENT BASINS AND SEDIMENT TRAPS: REMOVE TRAPPED SEDIMENTS BEFORE DESIGN CAPACITY HAS BEEN
REDUCED BY FIFTY PERCENT AND AT COMPLETION OF PROJECT. (SECTION 2.1.5.D)
38. WITH 24 HOURS, SIGNIFICANT SEDIMENT THAT HAS LEFT THE CONSTRUCTION SITE, MUST BE REMEDIATED.
INVESTIGATE THE CAUSE OF THE SEDIMENT RELEASE AND IMPLEMENT STEPS TO PREVENT A RECURRENCE OF THE DISCHARGE WITHIN THE SAME 24 HOURS. ANY IN-STREAM CLEAN UP OF SEDIMENT SHALL BE
PERFORMED ACCORDING TO THE OREGON DEPARTMENT OF STATE LANDS REQUIRED TIMEFRAME.
(SECTION 2.2.19.A)
39. THE INTENTIONAL WASHING OF SEDIMENT INTO STORM SEWERS OR DRAINAGE WAYS MUST NOT OCCUR.
VACUUMING OR DRY SWEEPING AND MATERIAL PICKUP MUST BE USED TO CLEAN UP RELEASED SEDIMENTS.
(SECTION 2.2.19)
40. DOCUMENT ANY PORTION(S) OF THE SITE WHERE LAND DISTURBING ACTIVITIES HAVE PERMANENTLY CEASED OR WILL BE TEMPORARILY INACTIVE FOR 14 OR MORE CALENDAR DAYS. (SECTION 6.5.F)
41. PROVIDE TEMPORARY STABILIZATION FOR THAT PORTION OF THE SITE WHERE CONSTRUCTION ACTIVITIES CEASE FOR 14 DAYS OR MORE WITH A COVERING OF BLOWN STRAW AND A TACKIFIER, LOOSE STRAW, OR AN ADEQUATE COVERING OF COMPOST MULCH UNTIL WORK RESUMES ON THAT PORTION OF THE SITE.
(SECTION 2.2.20)
42. DO NOT REMOVE TEMPORARY SEDIMENT CONTROL PRACTICES UNTIL PERMANENT VEGETATION OR OTHER COVER OF EXPOSED AREAS IS ESTABLISHED. ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED, ALL TEMPORARY EROSION CONTROLS AND RETAINED SOILS MUST BE REMOVED AND DISPOSED OF PROPERLY, UNLESS NEEDED FOR LONG TERM USE FOLLOWING TERMINATION OF PERMIT COVERAGE.
(SECTION 2.2.21)
EROSION/SEDIMENT CONTROL PLAN (ESCP) NOTES:
REFER TO NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) STORMWATER DISCHARGE PERMIT, ISSUED BY OREGON DEPARTMENT OF ENVIRONMENTAL QUALITY PURSUANT TO ORS 468B.050 AND SECTION 402 OF THE FEDERAL CLEAN WATER ACT.
EROSION/SEDIMENT INSPECTION FREQUENCY
SITE CONDITION MINIMUM FREQUENCY
1. ACTIVE PERIOD. ON INITIAL DATE THAT LAND DISTURBANCE ACTIVITIES COMMENCE.
WITHIN 24 HOURS OF ANY STORM EVENT, INCLUDING RUNOFF FROM
SNOW MELT, THAT RESULTS IN DISCHARGE FROM THE SITE. AT LEAST
ONCE EVERY 14 DAYS, REGARDLESS OF WHETHER STORMWATER RUNOFF
IS OCCURRING.
2. INACTIVE PERIODS GREATER
THAN FOURTEEN (14)
CONSECUTIVE CALENDAR
DAYS.
THE INSPECTOR MAY REDUCE THE FREQUENCY OF INSPECTIONS IN ANY
AREA OF THE SITE WHERE THE STABILIZATION STEPS IN SECTION 2.2.20
HAVE BEEN COMPLETED TO TWICE PER MONTH FOR THE FIRST MONTH,
NO LESS THAN 14 CALENDAR DAYS APART, THEN ONCE PER MONTH.
3. PERIODS DURING WHICH THE
SITE IS INACCESSIBLE DUE TO
INCLEMENT WEATHER.
IF SAFE, ACCESSIBLE AND PRACTICAL, INSPECTIONS MUST OCCUR DAILY
AT A RELEVANT DISCHARGE POINT OR DOWNSTREAM LOCATION OF THE
RECEIVING WATERBODY.
4. PERIODS DURING WHICH
CONSTRUCTION ACTIVITIES
ARE SUSPENDED AND RUNOFF
IS UNLIKELY DUE TO FROZEN
CONDITIONS.
VISUAL MONITORING INSPECTIONS MAY BE TEMPORARILY SUSPENDED.
IMMEDIATELY RESUME MONITORING UPON THAWING, OR WHEN WEATHER
CONDITIONS MAKE DISCHARGES LIKELY.
5. PERIODS DURING WHICH
CONSTRUCTION ACTIVITIES
ARE CONDUCTED AND RUNOFF
IS UNLIKELY DUE TO FROZEN
CONDITIONS.
VISUAL MONITORING INSPECTIONS MAY BE REDUCED TO ONCE A MONTH.
IMMEDIATELY RESUME MONITORING UPON THAWING, OR WHEN WEATHER
CONDITIONS MAKE DISCHARGES LIKELY.
AUTHORIZED NON-STORMWATER DISCHARGES:
1. WATER AND ASSOCIATED DISCHARGES FROM EMERGENCY FIREFIGHTING ACTIVITIES;
2. FIRE HYDRANT FLUSHING;
3. PROPERLY MANAGED LANDSCAPE IRRIGATION;
4. WATER USED TO WASH EQUIPMENT AND VEHICLES (EXCLUDING THE ENGINE, UNDERCARRIAGE, AND WHEELS/TIRES) PROVIDED THERE IS
NO DISCHARGE OF SOAPS, SOLVENTS, OR DETERGENTS USED;
5. WATER TO CONTROL DUST;
6. POTABLE WATER INCLUDING UNCONTAMINATED WATER LINE FLUSHINGS;
7. EXTERNAL BUILDING WASHDOWN, PROVIDED SOAPS, SOLVENTS, AND DETERGENTS ARE NOT USED, AND EXTERNAL SURFACES DO NOT
CONTAIN HAZARDOUS SUBSTANCES;
8. PAVEMENT WASH WATERS, PROVIDED SPILLS OR LEAKS OF TOXIC OR HAZARDOUS SUBSTANCES HAVE NOT OCCURRED (UNLESS ALL SPILL MATERIAL HAS BEEN REMOVED) AND WHERE SOAPS, SOLVENTS, AND DETERGENTS ARE NOT USED. DIRECTING PAVEMENT WASH WATERS INTO ANY SURFACE WATER, STORM DRAIN INLET, OR STORMWATER CONVEYANCE IS PROHIBITED, UNLESS THE CONVEYANCE IS CONNECTED TO A SEDIMENT BASIN, SEDIMENT TRAP, OR SIMILARLY EFFECTIVE CONTROL FOR THE POLLUTANTS PRESENT. PER 2.2.19.b, HOSING OF ACCUMULATED SEDIMENTS ON PAVEMENT INTO ANY STORMWATER CONVEYANCE IS PROHIBITED;
9. UNCONTAMINATED AIR CONDITIONING OR COMPRESSOR CONDENSATE;
10. UNCONTAMINATED, NON-TURBID DISCHARGES OF GROUNDWATER OR SPRING WATER;
11. FOUNDATION OR FOOTING DRAINS WHERE FLOWS ARE NOT CONTAMINATED WITH PROCESS MATERIALS SUCH AS SOLVENTS OR
CONTAMINATED GROUNDWATER; AND
12. CONSTRUCTION DEWATERING ACTIVITIES (INCLUDING GROUNDWATER DEWATERING AND WELL DRILLING DISCHARGE ASSOCIATED WITH
THE REGISTERED CONSTRUCTION ACTIVITY), PROVIDED THAT:
12.1. THE WATER IS LAND APPLIED IN A WAY THAT RESULTS IN COMPLETE INFILTRATION WITH NO POTENTIAL TO DISCHARGE TO A SURFACE WATER OF THE STATE, OR THE USE OF A SANITARY OR COMBINED SEWER DISCHARGE IS AUTHORIZED WITH LOCAL
SEWER DISTRICT APPROVAL; OR
12.2. BEST MANAGEMENT PRACTICES AND A TREATMENT SYSTEM APPROVED BY DEQ OR AGENT (SEE SECTION 1.2.9) ARE USED TO
ENSURE COMPLIANCE WITH DISCHARGE AND WATER QUALITY REQUIREMENTS IN SECTION 2.4.
POLLUTANT-GENERATING ACTIVITIES:
1. STORMWATER DISCHARGE FOR THE SITE DOES NOT REACH "WATERS OF THE STATE". POLLUTANT-GENERATING ACTIVITIES FOR THE
SITE INCLUDE CLEARING, GRUBBING, STRIPPING, EXCAVATION, BACKFILL, COMPACTION, ASPHALT PAVEMENT AND ASPHALT PAINTING.
STORAGE OF POLLUTANTS AND FUELING AND MAINTENANCE OF EQUIPMENT SHALL OCCUR IN CONTRACTORS STAGING AREA.
SCALE: N.T.S.
SILT FENCE 1
EC-6
TOP VIEW
NOTES:
FRONT VIEW SIDE VIEW
1. BURY BOTTOM OF FILTER FABRIC 6"
MIN. VERTICALLY BELOW GRADE.
2. 2" x 2" FIR, PINE, OR STEEL FENCE
POSTS.
3. STITCHED LOOPS TO BE INSTALLED
UPHILL SIDE OF SLOPE.
4. COMPACT NATIVE FILL IN ALL AREAS
OF FILTER FABRIC TRENCH.
6"
8 FT MAXIMUM
ANGLE BOTH ENDS OF SEDIMENT FENCE
TO ASSURE SOIL IS TRAPPED.
INTERLOCKED
2" x 2" POSTS
AND ATTACH.
EC-6
BIOFILTER INLET PROTECTION
SCALE: N.T.S.
TYPICAL BIOFILTER BAGS.
PLACE AT INLETS AND
CULVERT ENTRANCES.
EC-6
EROSION CONTROL SITE SPECIFIC NOTES AND DETAILS
SCALES ACCORDINGLY.
THIS SHEET, ADJUST
IF NOT ONE INCH ON
0" 1"
ORIGINAL DRAWING.
BAR IS ONE INCH ON
VERIFY SCALES
APPRBYNO. DATE REVISIONS
SHEET NO.
DRAWING NO.
DATE:
JUNE 2023
OREGON DEPARTMENT OF AVIATION
CAPE BLANCO STATE AIRPORT
RUNWAY AND ELECTRICAL REHABILITATION PROJECT
PROJECT NO: SCALE:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
Y:
\P ro je ct s\
O re go n
D ep ar tm en t o f A vi at io n\
- C ap e Bl an co
R un w ay a nd
E le ct ric al D es ig n\ C
AD
W O
R
KI
N G
\G -5
G
-9
ER
O
SI
O
N C
O N
TR
O
L.
dw g
AS NOTED40097.115.01
CENTURY
WEST
E N G I N E E R I N G
PORTLAND OFFICE
5500 MEADOWS ROAD
SUITE #250
LAKE OSWEGO, OR 97035
503.419.2130 OFFICE
JAK
RHH/JDN
PJM
FOR BIDDING PURPOSES ONLY
77595PE
OREGON
EXPIRES: 12/31/2024
FLOW
FLOW
GRATE#5 REBAR #5 REBAR
SEWN 6"
OVERLAP
#5 REBAR
SEWN 6"
OVERLAP
FILTERED
WATER
NOTES:
1. INSTALL PREFABRICATED FILTER INSERT - TYPE 3 PER ODOT STANDARD
DRAWING RD1010.
2. INSTALLATION, MAINTENANCE, AND REMOVAL OF SEDIMENT SHALL BE
INCIDENTAL TO "TEMPORARY EROSION AND POLLUTION CONTROL." NO
SEPARATE MEASUREMENT OR PAYMENT SHALL BE MADE.
EC-6
PREFABRICATED FILTER
INSERT - TYPE 3 DETAIL
SCALE: N.T.S.
CONTRACTOR TO PROTECT CONSTRUCTION AREA AND
PROVIDE NOXIOUS WEED CONTROL AS NECESSARY
NARRATIVE:
PART I
1. PERMIT REGISTRATION INFORMATION
1.1. DATE: JANUARY 2023
1.2. PROJECT NAME: CAPE BLANCO STATE AIRPORT RUNWAY AND
ELECTRICAL REHABILITATION
1.3. COMPANY NAME: OREGON DEPARTMENT OF AVIATION
1.4. EMAIL: ANTHONY.BEACH@ODAV.OREGON.GOV
1.5. PREPARED BY: SEE TITLE BLOCK INFORMATION
2. OREGON PROFESSIONAL CERTIFICATION INFORMATION
2.1. THIS PROJECT DOES COVER MORE THAN 20 ACRES.
2.2. THIS PROJECT DOES NOT REQUIRE ENGINEERED FACILITIES.
2.3. THE ESCP HAS BEEN PREPARED AND STAMPED BY AN OREGON
REGISTERED PROFESSIONAL ENGINEER,
JAMES KIRBY, PE
5500 MEADOWS ROAD, SUITE 250, LAKE OSWEGO, OR 97035
503-419-2130, JKIRBY@CENTURYWEST.COM
3. INSPECTOR QUALIFICATION INFORMATION
3.1. MARK HAGEDORN, PE (CESCL #CWTA-71811285, EXP. 4/6/25)
1020 SW EMKAY DRIVE, SUITE 100, BEND, OR 97702
541-322-8962, MHAGEDORN@CENTURYWEST.COM
4. NARRATIVE SITE DESCRIPTION
4.1. THE CAPE BLANCO STATE AIRPORT RUNWAY RECONSTRUCTION
PROJECT WILL RECONSTRUCT 75' WIDE CENTER OF THE AIRPORT'S
RUNWAY. IN GENERAL, EXISTING PAVEMENTS HAVE COMPLETELY
DETERIORATED AND THIS PROJECT WILL FULLY RECONSTRUCT THE
PAVEMENT SECTION OVER THE EXISTING FOOTPRINT.
4.2. NEW PAVEMENT SECTIONS WILL CONSIST OF ASPHALT AND
AGGREGATE IMPORTED FROM LOCAL QUARRIES. ONSITE SOILS WILL
BE UTILIZED FOR EARTH FILL. GEOTECHNICAL REPORT DESCRIBES
SOILS AS VARIABLE COMBINATIONS OF SAND AND SILT ACROSS SITE.
NRCS ASSIGNS THESE SOILS A MODERATE ERODIBILITY FACTOR (K)
OF 0.37.
5. TMDL AND 303(D) LISTING
5.1. NEAREST WATERBODY DOES NOT HAVE TMDL OR 303(d)
REQUIREMENTS.
6. NATURAL BUFFER ZONE
6.1. NO WATERS OF THE STATE EXIST WITHIN THE PROJECT SITE OR
WITHIN 50 FEET OF THE SITE.
7. ENGINEERED SOILS
7.1. ENGINEERED SOILS ARE NOT USED ON SITE.
SPILL PROCEDURES:
1. IF MEDICAL EMERGENCY AND/OR ADDITIONAL ASSISTANCE IS REQUIRED,
CALL 911.
2. AVOID CONTACT AND MOVE AWAY OR UPWIND FORM THE SPILL IF UNSURE
IF SAFE.
3. KEEP NON-EMERGENCY INDIVIDUALS OUT OF AREA.
4. CONTROL AND CONTAIN THE SPILL.
5. CLEAN UP WHAT YOU CAN.
6. REPORT THE SPILL TO OREGON EMERGENCY RESPONSE SYSTEM
(1-800-452-0311) IF:
6.1. OIL REACHES A WATER OF THE STATE
6.2. LAND OIL SPILLS GREATER THAN 42 GALLONS
6.3. REPORTABLE QUANTITIES AND HAZARDOUS MATERIALS PER 40 CFR
PART 302.
7. APPROPRIATELY DISPOSE OF CLEANUP MATERIALS.
8. REFER TO EPA'S EMERGENCY RESPONSE WEBSITE TO DETERMINE IF
REPORTABLE AND CALL 1-800-424-8802 IF REQUIRED.
9. CONTINUE LONG TERM CLEANUP.
10. COMPLETE AND SUBMIT SPILL RELEASE REPORT FORM WITH OREGON DEQ.
FERTILIZER APPLICATION AND STORAGE :
1. FERTILIZER IS INCLUDED IN HYDROSEED MIXTURE. FERTILIZER
SHALL NOT BE STORED ONSITE.
2. FERTILIZER SHALL BE APPLIED PER MANUFACTURERS
RECOMMENDED APPLICATION RATE.
3. APPLY FERTILIZER DURING TIME OF YEAR TO MAXIMIZE
VEGETATIVE UPTAKE AND GROWTH.
4. AVOID APPLICATION BEFORE HEAVY RAINS.
5. DO NOT APPLY TO FROZEN GROUND AND/OR STORMWATER
CHANNELS.
6. COMPLY WITH LOCAL, STATE, AND FEDERAL FERTILIZER LAWS .
SITE INFORMATION
AREA TYPE SIZE (AC)
TOTAL PROPERTY 162
TOTAL DISTURBED 10.81
TOTAL DISTURBED
IMPERVIOUS 9.94
TOTAL DISTURBED
PERVIOUS 0.87
SEEDING INFORMATION
SEED PLS
(LBS/AC)
FINE FESCUE 26.7
PERENNIAL
RYEGRASS 4.8
KENTUCKY
BLUEGRASS 1.7
COLONIAL
BENTGRASS 3.15
CHECKLIST OF REQUIRED ELEMENTS:
PART III
THE FOLLOWING LIST ADDRESSES CHECKLIST ITEMS THAT ARE NOT
OTHERWISE DESCRIBED IN THESE PLANS AND NOTES.
1. GIVEN THE DEPTH OF GROUNDWATER FROM THE PROJECT
GEOTECHNICAL REPORT, DEWATERING SHOULD NOT BE NECESSARY.
2. THE FOLLOWING ITEMS DO NOT EXIST AND ARE NOT PROPOSED FOR
THE SITE:
2.1. SEPTIC DRAIN FIELDS
2.2. DRY WELLS
2.3. DRINKING WATER WELLS
2.4. PLANTERS
ANTICIPATED SCHEDULE AND BMPS:
PART II
1. ANTICIPATED SCHEDULE
1.1. ANTICIPATED START DATE FOR WORK IS MAY 2024.
1.2. ANTICIPATED END DATE FOR WORK IS AUGUST 2024; NO TEMPORARY
STOP DATES ARE ANTICIPATED.
1.3. FINAL STABILIZATION AND REMOVAL OF TEMPORARY STORMWATER
CONTROLS IS ANTICIPATED TO OCCUR IN AUGUST 2024.
2. ANCIPATED BMP SCEDULE
2.1. CONSTRUCTION ENTRANCE: MAY - AUGUST 2024
2.2. INLET PROTECTION: MAY - AUGUST 2024
2.3. SEDIMENT BARRIERS: MAY - AUGUST 2024
2.4. HYROSEEDING: JULY - AUGUST 2024
RAIN GAUGE:
1. THE REFERENCE RAIN GAUGE FOR THE PROJECT SHALL
BE DW5081 PORT ORFORD.
MATCH EXISTING GRADE
100'
B
B
AC
C
ES
S R
O
AD
' R
M
IN
20' MIN.
8" MIN, UNLESS OTHERWISE
SPECIFIED BY SOILS ENGINEER.
ORIGINAL GRADE
4" - 1" OPEN GRADED
AGGREGATE
FILTER FABRIC
PLAN
N.T.S.
SECTION B-B
N.T.S.
NOTES:
1. INSTALL CONSTRUCTION ENTRANCE PER ODOT
STANDARD DRAWING RD1000 OR OTHER
APPROVED EQUAL FROM ODOT STANDARD
DRAWINGS OR OREGON DEQ BEST
MANAGEMENT PRACTICES MANUAL.
2. INSTALLATION, MAINTENANCE, AND REMOVAL
OF CONSTRUCTION ENTRANCE SHALL BE
INCIDENTAL TO "EROSION CONTROL." NO
SEPARATE MEASUREMENT OR PAYMENT SHALL
BE MADE.
EC-6
CONSTRUCTION
ENTRANCE DETAIL
SCALE: N.T.S.
UGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGP
UGP
UGP
UGP
UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00ST
AR
T:
+0 0.
ST
A:
+5
8.
O
FF
: 1
.0 0'
L
ST
A:
+5
8.
O
FF
: 1
.0 0'
L
C-1
DEMOLITION PLAN
SCALE: 1"=50'
STA 0+00 TO STA 12+50
C-1
DEMOLITION PLAN - RW 14-32 STA 0+00 TO STA 12+50
SCALES ACCORDINGLY.
THIS SHEET, ADJUST
IF NOT ONE INCH ON
0" 1"
ORIGINAL DRAWING.
BAR IS ONE INCH ON
VERIFY SCALES
APPRBYNO. DATE REVISIONS
SHEET NO.
DRAWING NO.
DATE:
JUNE 2023
OREGON DEPARTMENT OF AVIATION
CAPE BLANCO STATE AIRPORT
RUNWAY AND ELECTRICAL REHABILITATION PROJECT
PROJECT NO: SCALE:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
Y:
\P ro je ct s\
O re go n
D ep ar tm en t o f A vi at io n\
- C ap e Bl an co
R un w ay a nd
E le ct ric al D es ig n\ C
AD
W O
R
KI
N G
\C -1
C
-4
D
EM
O P
LA
N
S.
dw g
AS NOTED40097.115.01
CENTURY
WEST
E N G I N E E R I N G
PORTLAND OFFICE
5500 MEADOWS ROAD
SUITE #250
LAKE OSWEGO, OR 97035
503.419.2130 OFFICE
JAK
RHH/JDN
PJM
FOR BIDDING PURPOSES ONLY
77595PE
OREGON
EXPIRES: 12/31/2024
M
AT
C H
LI
N
E
ST
A
+5 0, S
EE
S H
EE
T
C -2
RUNWAY 14-32
50 50 100
SCALE OF FEET
SCALE: 1"=50'
LEGEND:
PROPOSED PAVEMENT EDGE
PAVEMENT REMOVAL
PAVEMENT MARKING REMOVAL
SAWCUT LINE
EXISTING PAVEMENT EDGE
EXISTING ELECTRICAL CONDUIT
EXISTING RUNWAY EDGE LIGHT
DEMOLITION KEYED NOTES:
REMOVE AND DISPOSE OF THE LIGHT FIXTURE AND THE
CONTENTS WITHIN THE CAN, THEN FILL EXISTING CAN WITH
CONCRETE. FINISH FLUSH WITH EXISTING CONCRETE PAD
(P-101-5.3).
ABANDON WIRING AND CONDUIT IN PLACE
EXISTING TREES WITHIN AREA FOR PAPI ELECTRICAL
EQUIPMENT TO BE CUT AT GROUND LEVEL. TREES TRUNKS
TO BE REMOVED AND DISPOSED OFF-SITE. STUMPS WITHIN
PAPI CONCRETE PAD TO BE GRUBBED, OUTSIDE PAD AREA
TO REMAIN IN PLACE (P-151). SEE SHEET E-10 FOR PAPI
CONSTRUCTION.
REMOVE EXISTING PAVEMENT. REMOVE EXISTING BASE
ROCK NECESSARY FOR RUNWAY PAVEMENT
RECONSTRUCTION (P-101-5.1). SEE TYPICAL SECTIONS ON
SHEETS C-18 & C-19
EXISTING FALLEN TREE TRUNKS TO BE REMOVED AND
DISPOSED OFF-SITE (P-151). AREA TO BE GRADED LEVEL,
INCIDENTAL TO P-151.
2 1 2 1 2 1 2 1 2 1 2 1
12 12 12
12 12
3 3
200'
13'
300'
759'
212.5'
SAWCUT EXISTING PAVEMENT FOR REMOVAL (P-101-5.1).
PROTECT EXISTING ASPHALT PAVEMENT THROUGHOUT
CONSTRUCTION.
SAWCUT EXISTING PAVEMENT FOR REMOVAL TO INSTALL
ELECTRICAL SYSTEM, 3 FT WIDE (P-101-5.1). RUNWAY EDGE
LIGHTING SYSTEM AND REILS TO BE INSTALLED IF ADDITIVE
ALTERNATE 1 IS AWARDED.
SAWCUT EXISTING PAVEMENT FOR REMOVAL TO INSTALL
ELECTRICAL SYSTEM, 3 FT WIDE (P-101-5.1). PAPI SYSTEM
ELECTRICAL SYSTEM TO BE INSTALLED IF ADDITIVE
ALTERNATE 2 IS AWARDED.
EXISTING BRUSH AND VEGETATION WITHIN AREA FOR PAPI
ELECTRICAL EQUIPMENT TO BE CUT AT GROUND LEVEL.
BRUSH AND VEGETATION TO BE REMOVED AND DISPOSED
OFF-SITE. BRUSH AND VEGETATION WITHIN PAPI CONCRETE
PAD TO BE GRUBBED, OUTSIDE PAD AREA TO REMAIN IN
PLACE (P-151). SEE SHEET E-10 FOR PAPI CONSTRUCTION.
6 6
37.5'
37.5'
37.5'
37.5'
8 8
88 9
37'
EXISTING BRUSH AND VEGETATION TO BE REMOVED AND
DISPOSED OFF-SITE (P-151). AREA TO BE GRADED LEVEL,
INCIDENTAL TO P-151.
101111
EXISTING TREE REMOVAL
AREA OF FALLEN TREES
TO BE CLEARED
BRUSH & VEGETATION REMOVAL
FOR PAPI
BRUSH & VEGETATION REMOVAL
UGP
UGP
UGP
UGPUGPUGPUGPUGPUGPUGPUGP
UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP
UGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGP
UGP
13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00
ST
A:
5+
.9
O
FF
: 7
5.
' L
ST
A:
8+
.2
O
FF
: 7
5.
' L
UGPUGP
OH POH POH P
UGP
X
XXXXX
C-2
DEMOLITION PLAN - RW 14-32 STA 12+50 TO STA 26+00
SCALES ACCORDINGLY.
THIS SHEET, ADJUST
IF NOT ONE INCH ON
0" 1"
ORIGINAL DRAWING.
BAR IS ONE INCH ON
VERIFY SCALES
APPRBYNO. DATE REVISIONS
SHEET NO.
DRAWING NO.
DATE:
JUNE 2023
OREGON DEPARTMENT OF AVIATION
CAPE BLANCO STATE AIRPORT
RUNWAY AND ELECTRICAL REHABILITATION PROJECT
PROJECT NO: SCALE:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
Y:
\P ro je ct s\
O re go n
D ep ar tm en t o f A vi at io n\
- C ap e Bl an co
R un w ay a nd
E le ct ric al D es ig n\ C
AD
W O
R
KI
N G
\C -1
C
-4
D
EM
O P
LA
N
S.
dw g
AS NOTED40097.115.01
CENTURY
WEST
E N G I N E E R I N G
PORTLAND OFFICE
5500 MEADOWS ROAD
SUITE #250
LAKE OSWEGO, OR 97035
503.419.2130 OFFICE
JAK
RHH/JDN
PJM
FOR BIDDING PURPOSES ONLY
77595PE
OREGON
EXPIRES: 12/31/2024
M
AT
C H
LI
N
E
ST
A
+5 0, S
EE
S H
EE
T
C -1
MATCHLINE 1, SEE LEFT
MATCHLINE 1, SEE RIGHT
M
AT
C H
LI
N
E
ST
A
+0 0, S
EE
S H
EE
T
C -3
RUNWAY 14-32
50 50 100
SCALE OF FEET
SCALE: 1"=50'
C-2
DEMOLITION PLAN
SCALE: 1"=50'
STA 12+50 TO STA 26+00
21 1 12 12 12 12 2
1 2 1 1 1 12 2 2 2
TAXIWAY B
TAXIWAY B
EXISTING FENCE
PER AERIAL
DEMOLITION KEYED NOTES:
REMOVE AND DISPOSE OF THE LIGHT FIXTURE AND THE
CONTENTS WITHIN THE CAN, THEN FILL EXISTING CAN WITH
CONCRETE. FINISH FLUSH WITH EXISTING CONCRETE PAD
(P-101-5.3).
ABANDON WIRING AND CONDUIT IN PLACE
SAWCUT AND PAVEMENT REMOVAL FOR CONCRETE
ENCASED ELECTRICAL DUCT (P-101-5.1).
REMOVE EXISTING TREES WITHIN AREA FOR BEACON AND
ELECTRICAL BUILDING. TREES AND ROOTS TO BE REMOVED
AND DISPOSED OFF-SITE FOR BEACON TOWER AND
BUILDING (P-151). SEE SHEET E-15 FOR BEACON AND
ELECTRICAL BUILDING CONSTRUCTION.
REMOVE EXISTING SEGMENTED CIRCLE (PAINTED TIRES)
AND DISPOSE OFF-SITE (INCIDENTAL TO L-107-5.2).
REMOVE EXISTING WINDCONE (INCIDENTAL TO L-107-5.1).
SEE SHEET E-19 FOR WIND CONE CONSTRUCTION.
REMOVE EXISTING PAVEMENT. REMOVE EXISTING BASE
ROCK NECESSARY FOR RUNWAY PAVEMENT
RECONSTRUCTION (P-101-5.1). SEE TYPICAL SECTIONS ON
SHEETS C-18 & C-19
PAVEMENT MARKING REMOVAL PER P-620-5.1
SAWCUT EXISTING PAVEMENT FOR REMOVAL (P-101-5.1).
PROTECT EXISTING ASPHALT PAVEMENT THROUGHOUT
CONSTRUCTION.
SAWCUT EXISTING PAVEMENT FOR REMOVAL TO INSTALL
ELECTRICAL SYSTEM, 3 FT WIDE (P-101-5.1). RUNWAY EDGE
LIGHTING SYSTEM AND REILS TO BE INSTALLED IF ADDITIVE
ALTERNATE 1 IS AWARDED.
TYP
5TYP
LEGEND:
PROPOSED PAVEMENT EDGE
PAVEMENT REMOVAL
PAVEMENT MARKING REMOVAL
SAWCUT LINE
EXISTING PAVEMENT EDGE
EXISTING TREE REMOVAL
EXISTING ELECTRICAL CONDUIT
EXISTING RUNWAY EDGE LIGHT
AIRPORT GATE
9 1
37.5'
37.5'
9 10
11 11
UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP
UGPUGPUGPUGPUGPUGPUGP
UGP
UGP
UGPUGP
UGP
UGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGP
CB CB
CBCB
SD
SD
SD
SDSD SD
SD
26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00
ST
A:
2+
.9
O
FF
: 7 5.
' L
ST
A:
5+
.8
O
FF
: 7
5.
' L C-3
DEMOLITION PLAN - RW 14-32 STA 26+00 TO STA 38+50
SCALES ACCORDINGLY.
THIS SHEET, ADJUST
IF NOT ONE INCH ON
0" 1"
ORIGINAL DRAWING.
BAR IS ONE INCH ON
VERIFY SCALES
APPRBYNO. DATE REVISIONS
SHEET NO.
DRAWING NO.
DATE:
JUNE 2023
OREGON DEPARTMENT OF AVIATION
CAPE BLANCO STATE AIRPORT
RUNWAY AND ELECTRICAL REHABILITATION PROJECT
PROJECT NO: SCALE:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
Y:
\P ro je ct s\
O re go n
D ep ar tm en t o f A vi at io n\
- C ap e Bl an co
R un w ay a nd
E le ct ric al D es ig n\ C
AD
W O
R
KI
N G
\C -1
C
-4
D
EM
O P
LA
N
S.
dw g
AS NOTED40097.115.01
CENTURY
WEST
E N G I N E E R I N G
PORTLAND OFFICE
5500 MEADOWS ROAD
SUITE #250
LAKE OSWEGO, OR 97035
503.419.2130 OFFICE
JAK
RHH/JDN
PJM
FOR BIDDING PURPOSES ONLY
77595PE
OREGON
EXPIRES: 12/31/2024
M
AT
C H
LI
N
E
ST
A
+0 0, S
EE
S H
EE
T
C -2
M
AT
C H
LI
N
E
ST
A
+5 0, S
EE
S H
EE
T
C -4
RUNWAY 14-32
50 50 100
SCALE OF FEET
SCALE: 1"=50'
C-3
DEMOLITION PLAN
SCALE: 1"=50'
STA 26+00 TO STA 38+50
1 2
1 2
1 2
1 2
1 2
1 2
1 2
1 2 1 2
2 1 2
TAXIWAY A
4 4
4 4
DEMOLITION KEYED NOTES:
REMOVE AND DISPOSE OF THE LIGHT FIXTURE AND THE
CONTENTS WITHIN THE CAN, THEN FILL EXISTING CAN WITH
CONCRETE. FINISH FLUSH WITH EXISTING CONCRETE PAD
(P-101-5.3).
ABANDON WIRING AND CONDUIT IN PLACE
SAWCUT AND PAVEMENT REMOVAL FOR CONCRETE
ENCASEMENT ELECTRICAL DUCT (P-101-5.1).
PROTECT EXISTING CATCH BASIN AND STORM LINE
THROUGH OUT CONSTRUCTION
REMOVE EXISTING PAVEMENT. REMOVE EXISTING BASE
ROCK NECESSARY FOR RUNWAY PAVEMENT
RECONSTRUCTION (P-101-5.1). SEE TYPICAL SECTIONS ON
SHEETS C-18 & C-19
PAVEMENT MARKING REMOVAL PER P-620-5.1
SAWCUT EXISTING PAVEMENT FOR REMOVAL (P-101-5.1).
PROTECT EXISTING ASPHALT PAVEMENT THROUGHOUT
CONSTRUCTION.
SAWCUT EXISTING PAVEMENT FOR REMOVAL TO INSTALL
ELECTRICAL SYSTEM, 3 FT WIDE (P-101-5.1). RUNWAY EDGE
LIGHTING SYSTEM AND REILS TO BE INSTALLED IF ADDITIVE
ALTERNATE 1 IS AWARDED.
LEGEND:
PROPOSED PAVEMENT EDGE
PAVEMENT REMOVAL
PAVEMENT MARKING REMOVAL
SAWCUT LINE
EXISTING PAVEMENT EDGE
EXISTING TREE REMOVAL
EXISTING ELECTRICAL CONDUIT
EXISTING RUNWAY EDGE LIGHT
37.5'
37.5'
7 8
37.5'
37.5'
7 8
UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP…
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