CUYAHOGA COUNTY AIRPORT RUNWAY 6/24 SAFETY AREA

Transcription

CUYAHOGA COUNTY AIRPORT
RUNWAY 6/24
SAFETY AREA IMPROVEMENTS
PROJECT 1
MAY 2015
CUYAHOGA COUNTY
AIRPORT
CUYAHOGA
COUNTY
TOLEDO
CLEVELAND
FREMONT
AY
W
YOUNGSTOWN
FINDLAY
RK
T
PA
GH
RI
T
W
IS-
OR
BISHOP ROAD
WARREN
RP
RT
CU
TY
AI
UN
CUYAHOGA COUNTY
AIRPORT
GA
CO
HO
YA
CU
DELAWARE
PROJECT
LOCATION
RICHMOND ROAD
COLUMBUS
DAYTON
MARIETTA
CINCINNATI
LOCATION MAP
VICINITY MAP
File Name:
Modified / By:
Plotted / By:
V:\Projects\COH64\27986\CADD\_ACAD\27986_Title.dwg - TITL
February 16, 2015 3:35:27 PM / 4598
March 9, 2015 1:51:28 PM / Hornbeck, Rose
State of Ohio
TITLE 49, UNITED STATES CODE
In compliance with the Title 49, United States Code, Section 47105 (d)
and the sponsors certification, dated TBD , these plans and specifications
have been prepared in accordance with current FAA standards, identified in
FAR Part 152.
CERTIFICATION OF COMPLIANCE
Ohio Revised Code Section 3517.13 I(3) and J(3) requires that no agency
or department of this state or any political subdivision shall enter into
any contract for the purchase of goods costing more than five hundred
dollars or services costing more than five hundred dollars with a
corporation, individual, partnership or other unincorporated business,
association, including, without limitation, a professional association
organized under Chapter 1785 of the Revised Code, estate, or trust
unless the contract includes a certification that the individuals named in
Revised Code Sections 3517.13(I)(1) and (J)(1) are in compliance with the
aforementioned provisions. Any questions you may have as to whether
or not you are in compliance should be directed to your legal counsel.
Any deviations from the FAA standards were approved by FAA letter
dated TBD *, and are discussed in the Engineering Report accompanying
these plans.
Signature of Design Engineer
PLANS PREPARED BY:
Date
* If there are no deviations indicate "NONE"
.
DATE
APPROVED
TODD A. SCHULTHEIS, P.E.
.
INDEX OF DRAWINGS
INDEX OF DRAWINGS
64
GRADING PLAN - 2
3
SUMMARY OF QUANTITIES
65
GRADING PLAN - 3
4
SCOPE OF WORK PLAN - 1
66
GRADING PLAN - 4
5
67
GRADING PLAN - 5
6
TAXIWAY RENAMING PLAN - 1
68
GRADING PLAN - 6
7
69
GRADING PLAN - 7
8
PHASE 1 SAFETY AND PHASING PLAN
70
GRADING PLAN - 8
9
POST - PHASE 1 INTERIM CONDITION PLAN
71
GRADING PLAN - 9
10
72
GRADING PLAN - 10
11
POST - PHASE 2 INTERIM CONDITION PLAN
73
DRAINAGE PLAN - 1
12
74
DRAINAGE PLAN - 2
13
POST - PHASE 3 FINAL CONDITION
75
DRAINAGE PLAN - 3
14
INITIAL SWPPP PLAN - 1
76
DRAINAGE PLAN - 4
15
77
DRAINAGE PLAN - 5
16
SWPPP PLAN DURING CONSTRUCTION - 1
78
DRAINAGE PLAN - 6
17
SWPPP PLAN DURING CONSTRUCTION - 2
79
DRAINAGE PLAN - 7
18
SWPPP NARRATIVE
80
DRAINAGE PLAN - 8
19
SWPPP DETAILS -1
81
DRAINAGE PLAN - 9
20
SWPPP DETAILS -2
82
DRAINAGE PLAN - 10
21
SWPPP DETAILS -3
83
DRAINAGE DETAILS - 1
22
HORIZONTAL CONTROL PLAN - 1
84
23
85
24
86
PAVEMENT MARKING PLAN - 1
25
SITE DEMOLITION PLAN - 1
87
26
88
27
89
28
90
29
91
30
92
PAVEMENT MARKING DETAILS - 1
31
93
PAVEMENT MARKING DETAILS - 2
32
94
ELECTRICAL PROPOSED PLAN - 1
33
95
34
96
35
ELECTRICAL DEMO PLAN - 1
97
36
98
37
99
38
100
39
101
40
EXISTING TYPICAL SECTIONS - 1
102
41
103
42
104
ELECTRICAL ALCS PLAN
43
PROPOSED TYPICAL SECTIONS - 1
105
ELECTRICAL ONE-LINE DIAGRAM
44
106
ELECTRICAL VAULT PLAN AND SECTIONS
45
GEOMETRY AND PAVING PLAN - 1
107
ELECTRICAL DETAIL SHEET - 1
46
108
ELECTRICAL DETAIL SHEET - 2
47
109
ELECTRICAL SCHEDULE SHEET
48
110
GUIDANCE SIGN SCHEDULE
49
111
NAVAIDS OVERVIEW PLAN
50
51
GROOVING PLAN - 1
112
EMAS RW 24 DEPARTURE - BLOCK LAYOUT PLAN VIEW
52
GROOVING PLAN - 2
113
EMAS RW 6 DEPARTURE - BLOCK LAYOUT PLAN VIEW
53
GROOVING PLAN - 3
114
EMAS RW 6-24 DEPARTURE - BLOCK LAYOUT PROFILE VIEW
54
GROOVING PLAN - 4
115
EMAS 6-24 - DETAILS
55
GROOVING PLAN - 5
56
PAVING AND GROOVING DETAILS - 1
57
LINE 6-24 CL PROFILE - 1
58
59
60
LINE A CL PROFILE
61
LINE A1, A2, A3 AND A4 CL PROFILE
62
LINE EAR AND WAR CL PROFILE
92
Cross Sections
*Note: Drawing numbers are not as shown here due to project being broken out into multiple bid packages, updated sheets were inserted where necessary. Plans still follow same order. Some unnecessary sheets removed.
Drawn: RMH
2
Designed: DPF
GRADING PLAN - 1
2
Scale: AS NOTED
63
Project No.: 27986
TITLE SHEET
Checked: TAS
SHEET TITLE
1
Issue Date: MAY 15
DRAWING NUMBER
INDEX OF DRAWINGS
SHEET TITLE
RUNWAY 6/24
INDEX OF DRAWINGS
DRAWING NUMBER
GRAPHIC SCALE (FEET)
0
100
200
400
KEYMAP
5
4
MATCH LINE SHEET 5
LEGEND
BITUMINOUS CONCTETE PAVEMENT
(SEE TYPICAL SECTIONS FOR PAVEMENT DESIGN)
Checked: TAS
12 " BITUMINOUS CONCRETE OVERLAY
ACCESS ROAD PAVEMENT SECTION
RUNWAY SAFETY AREA
HAUL ROAD
4
Project No.: 27986
CONSTRUCTION
ENTRANCE
THIS PROJECT WILL CORRECT THE NON-STANDARD SAFETY AREAS FOR RUNWAY
6-24 AND REHABILITATE / RECONSTRUCT THE RUNWAY AND TAXIWAY PAVEMENT.
CONSTRUCTION ACTIVITIES INCLUDE: PAVEMENT REMOVAL, CLEARING AND
GRUBBING, EXCAVATION AND GRADING, PLACEMENT OF AGGREGATE BASE,
PLACEMENT OF BITUMINOUS CONCRETE, EMAS INSTALLATION, INSTALLATION OF
NEW UNDERDRAINS AND STORM DRAINAGE, ELECTRICAL IMPROVEMENT AND NEW
NAVAIDS.
RUNWAY 6/24
PROJECT DESCRIPTION
Scale: AS NOTED
Designed: DPF
Drawn: RMH
RUNWAY OBJECT FREE AREA
Issue Date: MAY 15
LOCALIZER
BLAST PAD / EMAS SUPPORT PAVEMENT
0
100
200
400
KEYMAP
5
4
MATCH LINE SHEET 4
LEGEND
Checked: TAS
RUNWAY SAFETY AREA
5
Project No.: 27986
Issue Date: MAY 15
THIS PROJECT WILL CORRECT THE NON-STANDARD SAFETY AREAS FOR RUNWAY
6-24 AND REHABILITATE / RECONSTRUCT THE RUNWAY AND TAXIWAY PAVEMENT.
CONSTRUCTION ACTIVITIES INCLUDE: PAVEMENT REMOVAL, CLEARING AND
GRUBBING, EXCAVATION AND GRADING, PLACEMENT OF AGGREGATE BASE,
PLACEMENT OF BITUMINOUS CONCRETE, EMAS INSTALLATION, INSTALLATION OF
NEW UNDERDRAINS AND STORM DRAINAGE, ELECTRICAL IMPROVEMENT AND NEW
NAVAIDS.
RUNWAY 6/24
PROJECT DESCRIPTION
Scale: AS NOTED
Designed: DPF
Drawn: RMH
6
Scale: AS NOTED
Designed: DPF
Drawn: RMH
Checked: TAS
STANDARD NOTE TEXT USING L100 TEXT STYLE
Project No.: 27986
NOTE
Issue Date: MAY 15
200
TAXIWAY RENAMING PLAN -1
6
100
RUNWAY 6/24
MATCH LINE SHEET 7
0
400
KEYMAP
7
LEGEND
7
Issue Date: MAY 15
Project No.: 27986
Scale: AS NOTED
Designed: DPF
Drawn: RMH
Checked: TAS
200
6
100
RUNWAY 6/24
MATCH LINE SHEET 6
0
400
KEYMAP
7
0
150
300
600
EXISTING GATE
EXISTING GATE
LOCALIZER
RUNWAY OVERLAY
LIMIT: STA. 145+30
GLIDE SLOPE
LIGHTED CROSS FOR
CLOSURE (TYP) - PHASE 1A
EXISTING F-420 WEATHER
EQUIPMENT F-SERIES
RUNWAY OVERLAY LIMIT: STA. 100+00
PHASE 1A
BARRICADES
(TYP)
Checked: TAS
ATCT
x
x
Drawn: LSB
PHASE 1 AIRFIELD OPERATIONAL CONSTRAINTS:
THE AIRFIELD WILL BE CLOSED 24 HOURS PER DAY FOR 35 CALENDAR DAYS - PHASE 1A
THE AIRFIELD WILL BE FULLY OPEN FOR WORK OUTSIDE OF RSA - PHASE 1B
PHASE 1B: 30 CALENDAR DAYS
Designed: CCA
x
PHASE 1A: 35 CALENDAR DAYS
xx ALL WORK WITHIN RSA
xx AIRFIELD IS CLOSED
xx GRADING/DRAINAGE WORK OUTSIDE OF RSA
xx AIRFIELD IS OPEN
8
Scale: AS NOTED
x
Project No.: 27986
x
x
x
x
x
x
x
x
CONSTRUCTION DURATION:
Issue Date: MAY 15
x
x
x
GRADE CORRECT SPOT MILLING ON RUNWAY 6-24 WITHIN RUNWAY OVERLAY LIMITS: STATIONS 100+00 TO 145+30
SEAL ALL CRACKS GREATER THAN ¼-INCH WIDE IN THE RUNWAY FOLLOWING THE GRADE CORRECTION MILLING
BITUMINOUS OVERLAY RUNWAY 6-24; 3-INCH MAXIMUM LIFT THICKNESS (3/4-INCH MAXIMUM PARTICLE SIZE MIX)
PAINT TEMPORARY (HALF-RATE APPLICATION) PAVEMENT MARKINGS ON RUNWAY FOLLOWING SURFACE COURSE
PLACEMENT
INSTALL RISER RINGS ON EXISTING RUNWAY EDGE LIGHT BASE CANS ONCE OVERLAY IS COMPLETE
BITUMINOUS OVERLAY EXISTING TAXIWAY 'A8' TO MATCH CONNECTOR TAXIWAYS WITH RUNWAY OVERLAY SURFACE
DEMOLISH EXISTING TAXIWAY CONNECTORS 'A7', 'A6', 'A5', 'B (NORTH)', 'A3' AND 'A2''; GRADE/SEED/MULCH BETWEEN
RUNWAY 6-24 AND PARALLEL TAXIWAY A
DEMOLISH TAXIWAY 'B' (SOUTH) AND RECONSTRUCT TO MATCH RUNWAY OVERLAY SURFACE
GRADE AND INSTALL DRAINAGE WITHIN ISLAND AREAS BETWEEN RUNWAY 6-24 AND PARALLEL TAXIWAY 'A'
CONSTRUCT NEW TAXIWAY CONNECTORS 'A2' AND 'A3'
INSTALL NEW TAXIWAY EDGE LIGHTING AND GUIDANCE SIGNAGE
RELOCATE EXISTING F-420 WEATHER EQUIPMENT F-SERIES
DEMOLISH RUNWAY 6 BLAST PAD; GRADE/SEED/MULCH TO MATCH RUNWAY 6 END OVERLAY SURFACE
GRADE/SEED/MULCH AND INSTALL DRAINAGE ALONG SOUTHEAST SIDE OF RUNWAY 6-24
RETROFIT UNDERDRAIN ALONG EDGES OF RUNWAY 6-24 WITHIN OVERLAY LIMITS
x
x
x
x
RUNWAY 6/24
PHASE 1 WORK ITEMS:
0
300
600
400'
250'
LOCALIZER
150
Checked: TAS
GLIDE SLOPE
AIRFIELD CONDITIONS AT END OF PHASE 1:
x 4,530 FEET OF RUNWAY OVERLAID WITH BITUMINOUS PAVEMENT (SOUTH
END TO NORTH)
x RUNWAY 24 ILS BACK IN SERVICE
x RUNWAY '6-24' WILL NOT BE GROOVED; MARKINGS WILL BE TEMPORARY
Drawn: LSB
(HALF-RATE) WITHOUT REFLECTIVE MEDIA
x RUNWAY CENTERLINE PROFILE WILL INCLUDE NON-STANDARD VERTICAL
CURVE IN FIRST QUARTER OF RUNWAY '24' END
x TAXIWAY CONNECTORS AVAILABLE: 'A1', 'A2', 'A3', 'A4' & 'B'
xx
TEMPORARY (INTERIM) TAXIWAY NAMES TO AVOID CONFUSION
x GRADING IN ISLAND BETWEEN RUNWAY 6-24 AND PARALLEL TAXIWAY 'A'
COMPLETE FROM OLD 'A8' TO OLD 'A2'
Designed: CCA
x GRADING COMPLETE ON SOUTHEAST SIDE OF AIRFIELD FROM RUNWAY 6
END TO TAXIWAY 'B'
x MAIN DRAINAGE TRUCK LINE INSTALLED
x RUNWAY LENGTH = 5,001' (AS IT IS TODAY)
9
Scale: AS NOTED
Project No.: 27986
Issue Date: MAY 15
UNDERDRAIN RETRO-FIT
CONSTRUCTION OF NEW TAXIWAY CONNECTORS 'A2' AND/OR 'A3'
GRADING OUTSIDE OF RSA ON SOUTHEAST SIDE OF AIRFIELD (PHASE 1B)
2-INCH SURFACE COURSE OF RUNWAY '6-24' OVERLAY
POST - PHASE 1 INTERIM
CONDITION PLAN
x
x
x
x
RUNWAY 6/24
ITEMS THAT COULD BE MOVED TO OTHER PHASES:
0
150
300
600
EXISTING GATE
800'
500'
EXISTING GATE
LOCALIZER
AIRCRAFT BACK TAXI ACCESS TO RUNWAY 6 END
GLIDE SLOPE
Checked: TAS
PHASE 2 CONSTRUCTION LIMIT: STA. 101+35
Drawn: LSB
TWO WEEKEND AIRFIELD CLOSURES FOR DISPLACED THRESHOLD
NIGHT CLOSURES FOR 30 CALENDAR DAYS TO INSTALL EDGE LIGHTS
RUNWAY '6' END DISPLACED FOR 90 CALENDAR DAYS
RUNWAY '6' VISUAL APPROACH ONLY
RUNWAY '6' TORA/TODA/ASDA/LDA = 4,325'
RUNWAY '24' TORA/TODA = 4,325'; ASDA/LDA = 3,925'
RUNWAY IS RDG D-II DURING CONSTRUCTION (AS IT IS TODAY)
ACCESS TO RUNWAY '6' END VIA TAXIWAY 'A2' AND BACK TAXI
RUNWAY 24 ILS OTS DUE TO GRADING IN LOCALIZER CRITICAL AREA
Designed: CCA
x
x
x
x
x
x
x
x
x
PHASE 2C - REMOVE DISPLACED THRESHOLD:
x AIRFIELD CLOSED FRIDAY 10:00 PM, OPEN MONDAY 7:00 AM (57 HOURS)
10
Scale: AS NOTED
PHASE 2B - CONSTRUCT RUNWAY '6' END:
x 90 DAY DURATION
x DAY TIME WORK
xx RUNWAY EDGE LIGHTS WORK TO BE PERFORMED AT NIGHT 10:00
PM-7:00 AM (9 HOURS)
xx 30 NIGHTS (WITHIN 90 DAY DURATION)
PHASE 2 OPERATIONAL CONSTRAINTS:
Project No.: 27986
PHASE 2A - DISPLACE RUNWAY '6' THRESHOLD
Issue Date: MAY 15
TEMPORARY PAPI AND REIL
x RECONSTRUCT RUNWAY '6' END (STARTING AT STATION 101+35)
x CONSTRUCT EMAS SUPPORT PAVEMENT FOR RUNWAY 24 DEPARTURE END EMAS/INSTALL BLOCKS
x CONSTRUCT EXTENSION OF TAXIWAY 'A' TO MATCH NEW RUNWAY END
x DEMOLISH EXISTING TAXIWAY 'A1' (OLD 'A8')
x CONSTRUCT NEW TAXIWAY 'A1'
x CONSTRUCT NEW AIRFIELD ACCESS ROAD
x GRADE/SEED/MULCH OFF RUNWAY '6' END
x RELOCATE RUNWAY '6' PAPI AND REIL
x INSTALL NEW RUNWAY EDGE LIGHTING FOR ENTIRE RUNWAY LENGTH
xx INSTALL NEW LIGHTS LESS THAN 10 FEET OFF EDGE OF RUNWAY
xx REMOVE EXISTING EDGE LIGHTS ONCE NEW LIGHTS ARE OPERATIONAL
x REMOVE DISPLACED THRESHOLD, PAINT RUNWAY '6' END MARKINGS IN FINAL CONFIGURATION
PHASE 2 WORK SCHEDULE:
x INSTALL TEMPORARY DISPLACED THRESHOLD ON RUNWAY '6' END
xx
TEMPORARY HALF-RATE PAINT, RECONFIGURE EDGE LIGHT LENSES, TEMPORARY THRESHOLD LIGHTS,
RUNWAY 6/24
PHASE 2 WORK ITEMS:
0
150
300
600
Checked: TAS
GLIDE SLOPE
AIRFIELD CONDITIONS AT END OF PHASE 2:
x RUNWAY OVERLAY/RECONSTRUCT COMPLETE FROM RUNWAY '6' END TO STATION
145+30 (5,041 FEET)
x GRADING IN ISLAND BETWEEN RUNWAY '6-24' AND PARALLEL TAXIWAY 'A' COMPLETE
FROM OLD 'A8' TO OLD 'A2' AND TO SOUTH (RUNWAY '6' END)
EMAS INSTALLED ON RUNWAY 24 DEPARTURE END
TAXIWAY CONNECTORS AVAILABLE: 'A', 'A1', 'A2', 'A3', 'A4' & 'B'
RUNWAY 24 ILS BACK IN SERVICE
NEW RUNWAY EDGE LIGHT SYSTEM COMPLETE (EXCEPT ON RUNWAY '24' END)
RUNWAY '6-24' WILL NOT BE GROOVED; MARKINGS WILL BE TEMPORARY (HALF-RATE)
WITHOUT REFLECTIVE MEDIA
x RUNWAY CENTERLINE PROFILE WILL INCLUDE NON-STANDARD VERTICAL CURVE IN FIRST
QUARTER OF RUNWAY '24' END
x TEMPORARY RUNWAY LENGHTS:
xx RUNWAY '6' TORA/TODA/ASDA = 5,611'
xx RUNWAY '6' LDA = 5,293'
xx RUNWAY '24' TORA/TODA/ASDA/LDA = 5,611'
11
Project No.: 27986
Issue Date: MAY 15
x RUNWAY EDGE LIGHT SYSTEM REPLACEMENT
POST - PHASE 2 INTERIM
CONDITION PLAN
ITEMS THAT COULD BE MOVED TO OTHER PHASES:
Scale: AS NOTED
Designed: CCA
Drawn: LSB
x
x
x
x
x
RUNWAY 6/24
250'
LOCALIZER
400'
PAPI
0
150
300
600
AIRCRAFT BACK TAXI ACCESS TO
RUNWAY 24 END
500'
800'
LOCALIZER
PHASE 3 CONSTRUCTION LIMIT: STA. 142+65
Checked: TAS
GLIDE SLOPE
x
x
x
x
x
x
x
x
PHASE 3D
x TO START 30 DAYS FOLLOWING FINAL BITUMINOUS PAVING
x TWO WEEKEND (57 HOURS) FULL AIRFIELD CLOSURES TO SEAL COAT,
GROOVE AND FINAL PAINT ENTIRE RUNWAY
Designed: CCA
PHASE 3C - REMOVE DISPLACED THRESHOLD:
PAINT
NIGHT CLOSURES FOR 30 CALENDAR FOR GRADING INSIDE RSA
RUNWAY '24' END DISPLACED FOR 120 CALENDAR DAYS
RUNWAY '24' VISUAL APPROACH ONLY
RUNWAY '6' TORA/TODA = 4,136'; ASDA/LDA = 3,818'
RUNWAY '24' TORA/TODA/ASDA/LDA - 4,136'
RUNWAY IS RDG D-II DURING CONSTRUCTION (AS IT IS TODAY)
ACCESS TO RUNWAY '24' END VIA TAXIWAY 'A3' AND BACK TAXI
RUNWAY 24 ILS OTS DUE TO RELOCATION OF GLIDE SLOPE AND MALSR
AND CRITICAL AREA GRADING
12
Scale: AS NOTED
PHASE 3B - CONSTRUCT RUNWAY '24' END:
x 120 DAY DURATION
x DAY TIME WORK
xx GRADING WITHIN RSA TO BE PERFORMED AT NIGHT 10:00 PM-7:00 AM
(9 HOURS)
xx NIGHTS (WITHIN 120 DAY DURATION)
Project No.: 27986
x TWO WEEKEND AIRFIELD CLOSURES FOR DISPLACED THRESHOLD
x TWO WEEKEND CLOSURES FOR SEAL COAT, GROOVING AND FINAL
Drawn: LSB
PHASE 3 OPERATIONAL CONSTRAINTS:
PHASE 3A - DISPLACE RUNWAY '24' THRESHOLD
Issue Date: MAY 15
x
x
x
x
x
x
x
x
x
x
x
TEMPORARY PAPI AND REIL
RECONSTRUCT RUNWAY '24' END (STARTING AT STATION 142+65)
CONSTRUCT EMAS SUPPORT PAVEMENT FOR RUNWAY 6 DEPARTURE END EMAS/INSTALL BLOCKS
RECONSTRUCT TAXIWAY 'A' TO MATCH NEW RUNWAY END
DEMOLISH EXISTING TAXIWAY 'A4' (OLD 'A1')
CONSTRUCT NEW TAXIWAY 'A4'
CONSTRUCT NEW AIRFIELD ACCESS ROAD
GRADE/SEED/MULCH IN GLIDE SLOPE CRITICAL AREA AND OFF RUNWAY '24' END
RELOCATE RUNWAY '24' GLIDE SLOPE, PAPI AND MALSR
RECONFIGURE EDGE/THRESHOLD LIGHTS ON RUNWAY '24' END
REMOVE DISPLACED THRESHOLD, PAINT RUNWAY '24' END MARKINGS IN FINAL CONFIGURATION
SEAL COAT, GROOVE, AND APPLY FINAL (FULL-RATE WITH REFLECTIVE MEDIA) PAVEMENT MARKINGS TO ENTIRE
RUNWAY
PHASE 3 WORK SCHEDULE:
x INSTALL TEMPORARY DISPLACED THRESHOLD ON RUNWAY '24' END
xx
TEMPORARY HALF-RATE PAINT, RECONFIGURE EDGE LIGHT LENSES, TEMPORARY THRESHOLD LIGHTS,
RUNWAY 6/24
PHASE 3 WORK ITEMS:
5,502'
TODA
5,502'
5,502'
Drawn: LSB
5,502'
Designed: CCA
5,502'
TORA
13
Scale: AS NOTED
5,502'
Project No.: 27986
5,000'
ASDA
Issue Date: MAY 15
RUNWAY '24'
5,184'
Checked: TAS
250'
300
POST - PHASE 3 FINAL
CONDITION PLAN
RUNWAY '6'
LDA
150
RUNWAY 6/24
LOCALIZER
400'
0
600
GLIDE SLOPE
FINAL DECLARED DISTANCES
0
100
200
400
KEYMAP
15
16
SWP-1
20
SWP-2
20
SWP-4
21
SWP-5
21
LEGEND
RUNWAY SAFETY AREA
1
2
2
1.
STOCKPILE ALL TOPSOIL AND EMBANKMENT MATERIAL IN THE CONTRACTOR'S STAGING AREA. THE LIMITS OF THE
STOCKPILE SHALL BE SURROUNDED AND PROTECTED BY COMPOST FILTER SOCK TO PREVENT ILLICIT DISCHARGES OF
SEDIMENT FROM EXITING THE STOCKPILE AREA.
2.
STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICAL IN PORTIONS OF THE SITE WHERE
CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN SEVEN DAYS
AFTER WORK HAS CEASED.
3.
ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED EVERY SEVEN DAYS AND AFTER ANY
PRECIPITATION EVENT OF 0.5" OR GREATER. IF SITE INSPECTIONS IDENTIFY BMPs THAT ARE DAMAGED OR ARE NOT
OPERATING EFFECTIVELY, MAINTENANCE MUST BE PERFORMED AS SOON AS PRACTICAL OR AS REASONABLY POSSIBLE
AND BEFORE THE NEXT STORM EVENT WHENEVER PRACTICABLE.
4.
PROVIDE COMPOST FILTER SOCK AND/OR OTHER CONTROL DEVICES, AS MAY BE REQUIRED, TO CONTROL SOIL EROSION
DURING CONSTRUCTION. ALL DISTURBED AREAS SHALL BE CLEANED, GRADED AND STABILIZED WITH GRASSING
IMMEDIATELY AFTER FINAL GRADE HAS BEEN ESTABLISHED. THE CONTRACTOR SHALL NOT DISTURB EXISTING
VEGETATION UNLESS REQUIRED TO PERFORM A GRADING OPERATION. IF WATER IS ENCOUNTERED WHILE TRENCHING,
THE WATER SHALL BE FILTERED TO REMOVE ANY SEDIMENTS BEFORE BEING PUMPED BACK INTO ANY WATERS OF THE
STATE.
5.
ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION UNTIL THE
COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN STABILIZED. ADDITIONAL
CONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFFSITE
SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE
SITE IS STABILIZED.
6.
THE CONTRACTOR SHALL TAKE THE NECESSARY ACTIONS TO MINIMIZE THE TRACKING OF MUD ONTO PAVED ROADWAYS
FROM THE CONSTRUCTION AREAS AND THE GENERATION OF DUST. THE CONTRACTOR SHALL REMOVE MUD/SOIL FROM
THE PAVEMENT, AS MAY BE REQUIRED.
7.
LITTER, CONSTRUCTION DEBRIS, OILS, FUELS AND BUILDING PRODUCTS WITH SIGNIFICANT POTENTIAL FOR IMPACT
AND CONSTRUCTION CHEMICALS THAT COULD BE EXPOSED TO STORMWATER RUNOFF SHALL BE PREVENTED FROM
BECOMING A POLLUTANT SOURCE IN STORMWATER DISCHARGES.
8.
THE CONTRACTOR STAGING AREA SHALL CONTAIN THE CONCRETE WASH OUT AREA, SANITARY SERVICES, FUEL
STORAGE AND WASH FACILITIES.
9.
THE LENGTH OF THE MODIFIED BIORETENTION CELLS ARE SHOWN ON THE DRAINAGE PLANS ON SHEETS 60 TO 68.
JAMAL HUSSANI
CUYAHOGA COUNTY PUBLIC WORKS
MAY 8, 2015
ESTIMATED CONSTRUCTION DATES:
MARCH 2016 - JULY 2016
DELINEATED DRAINAGE BASINS (WATERSHEDS):
BOTH DRAINAGE BASINS ASSOCIATED WITH THIS PROJECT DISCHARGE TO UNNAMED TRIBUTARIES THAT
ULTIMATELY DRAIN TO LAKE ERIE. THE EXISTING DRAINAGE BASINS WILL NOT CHANGE AFTER THE
COMPLETION OF THIS PROJECT.
10. THE CONTRACTOR SHALL DETERMINE WHICH TYPE OF INLET PROTECTION THEY SHALL UTILIZE ON THE NEW STORM
STRUCTURES. THE ENGINEER WILL APPROVE EITHER TYPE DURING CONSTRUCTION.
12-4-15
Checked: TAS
Designed: DPF
NOTES
TBD
DATE PREPARED:
Drawn: RMH
COMPOST FILTER SOCK CHECK DAM
CONSTRUCTION SITE OPERATOR:
PERSON RESPONSIBLE FOR AUTHORIZING THE SWPPP:
INLET PROTECTION TYPE 2
ROCK CONSTRUCTION ENTRANCE
SITE NAME AND LOCATION:
RUNWAY 6/24 SAFETY AREA IMPROVEMENTS PROJECT 1, CUYAHOGA COUNTY AIRPORT
CITY OF RICHMOND HEIGHTS, CITY OF WILLOUGHBY HILLS AND CITY OF HIGHLAND HEIGHTS
CUYAHOGA AND LAKE COUNTY, OHIO
15
Scale: AS NOTED
SWP-7
22
COMPOST FILTER SOCK
1
Project No.: 27986
2
SWP-1
20
EXISTING FENCE
MATCH LINE SHEET 16
2
Issue Date: MAY 15
2
1
RUNWAY 6/24
1
0
100
200
400
KEYMAP
15
16
SWP-2
20
SWP-4
21
SWP-5
21
LEGEND
RUNWAY SAFETY AREA
1
1
2
12-4-15
EXISTING FENCE
COMPOST FILTER SOCK
1
2
Checked: TAS
Drawn: RMH
2.
3.
4.
STATE.
5.
SITE IS STABILIZED.
6.
7.
8.
9.
16
Scale: AS NOTED
SWP-7
22
1.
Designed: DPF
NOTES
Project No.: 27986
2
Issue Date: MAY 15
2
2
RUNWAY 6/24
2
MATCH LINE SHEET 15
2
0
100
200
400
KEYMAP
18
17
SWP-8
22
SWP-3
20
ROCK CONSTRUCTION
ENTRANCE
GATE
SWP-2
20
WEST ACCESS ROAD
LEGEND
RUNWAY SAFETY AREA
FUTURE AIRFIELD PAVEMENT
INLET PROTECTION TYPE 1 OR 2
Checked: TAS
SWP-3
20
CONSTRUCTION SITE OPERATOR:
TBD
PERSON RESPONSIBLE FOR AUTHORIZING THE SWPPP:
JAMAL HUSSANI
CUYAHOGA COUNTY PUBLIC WORKS
1.
2.
3.
4.
STATE.
5.
SITE IS STABILIZED.
6.
7.
8.
9.
SWP-3
20
DATE PREPARED:
MAY 8, 2015
ESTIMATED CONSTRUCTION DATES:
MARCH 2016 - JULY 2016
DELINEATED DRAINAGE BASINS (WATERSHEDS):
BOTH DRAINAGE BASINS ASSOCIATED WITH THIS PROJECT DISCHARGE TO UNNAMED TRIBUTARIES THAT
ULTIMATELY DRAIN TO LAKE ERIE. THE EXISTING DRAINAGE BASINS WILL NOT CHANGE AFTER THE
COMPLETION OF THIS PROJECT.
Designed: DPF
SITE NAME AND LOCATION:
RUNWAY 6/24 SAFETY AREA IMPROVEMENTS PROJECT 1, CUYAHOGA COUNTY AIRPORT
CITY OF RICHMOND HEIGHTS, CITY OF WILLOUGHBY HILLS AND CITY OF HIGHLAND HEIGHTS
CUYAHOGA AND LAKE COUNTY, OHIO
SWP-4 SWP-5
21
21
NOTES
SWPPP PLAN
DURING CONSTRUCTION - 1
SWP-6
21
SWP-8
22
RUNWAY 6/24
SWP-8
22
SWP-7
22
Drawn: RMH
MODIFIED BIORETENTION CELL
17
Scale: AS NOTED
GATE
Project No.: 27986
SWP-3
20
COMPOST FILTER SOCK
Issue Date: MAY 15
ROCK CONSTRUCTION
ENTRANCE
12-4-15
MATCH LINE SHEET 18
EXISTING FENCE
0
100
200
400
KEYMAP
18
17
SWP-6
21
LEGEND
RUNWAY SAFETY AREA
12-4-15
MATCH LINE SHEET 17
EXISTING FENCE
COMPOST FILTER SOCK
INLET PROTECTION TYPE 1 OR 2
Checked: TAS
Drawn: RMH
4.
STATE.
5.
SITE IS STABILIZED.
6.
7.
8.
9.
SWP-3
20
18
Scale: AS NOTED
3.
Project No.: 27986
Issue Date: MAY 15
2.
SWPPP PLAN
DURING CONSTRUCTION - 2
RUNWAY 6/24
SWP-4 SWP-5
21
21
1.
Designed: DPF
NOTES
CONSTRUCTION ACTIVITY WILL INCLUDE THE REMOVAL OF THE EXISTING PAVEMENTS SECTIONS, THE REMOVAL OF THE EXISTING STORMWATER
COLLECTION SYSTEM, RE-GRADING THE PROJECT SITE, THE PLACEMENT OF THE NEW BITUMINOUS CONCRETE PAVEMENT SECTIONS, THE
INSTALLATION OF NEW UNDERDRAINS ON THE EDGES OF THE TAXIWAYS,THE INSTALLATION OF A NEW STORMWATER COLLECTION SYSTEM, THE
INSTALLATION OF POST CONSTRUCTION BMPS, THE INSTALLATION OF A NEW ELECTRICAL/NAVAIDS SYSTEM, THE GROOVING OF THE NEW RUNWAY
PAVEMENT, THE APPLICATION OF PAVEMENT MARKINGS, SEEDING AND MULCHING AND ANY MISCELLANEOUS ITEMS ASSOCIATED WITH THE OVERALL
PROJECT.
11. CHEMICAL COMPOUNDS, FERTILIZERS AND PESTICIDES - AN AREA SHALL BE DESIGNATED IN THE STAGING AREA FOR THE STORAGE AND MIXING
OF CHEMICAL COMPOUNDS. THIS AREA SHALL NOT BE LOCATED NEAR DITCHES OR WATERS OF THE STATE WHERE CONTAMINATION IS
POSSIBLE. FERTILIZER SHALL BE APPLIED AT A RATE SPECIFIED BY THE SPECIFICATIONS OR THE MANUFACTURER. THE APPLICATION OF
FERTILIZERS SHALL BE ACCOMPLISHED IN A MANNER AS DESCRIBED BY THE SPECIFICATION OR MANUFACTURER TO ENSURE THE PROPER
INSTALLATION AND TO AVOID OVER FERTILIZING. PESTICIDES ARE NOT ANTICIPATED FOR THIS PROJECT.
MAJOR SOIL DISTURBING ACTIVITIES
THE MAJOR SOIL DISTURBING ACTIVITIES WILL INCLUDE CLEARING AND GRUBBING, THE REMOVAL OF THE EXISTING PAVEMENT SECTIONS,
EXCAVATION ACTIVITIES FOR THE GRASSED INFIELDS AND SWALES, AND THE EXCAVATION OF THE TRENCHES FOR THE UNDERDRAIN, THE
STORMWATER COLLECTION/MANAGEMENT SYSTEM AND THE ELECTRICAL/NAVAIDS SYSTEM.
TEMPORARY EROSION CONTROL SHALL BE IMPLEMENTED PRIOR TO AND DURING CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL LIMIT THE
AREA OF DISTURBED EARTH AT ONE TIME TO MINIMIZE THE ERODIBLE SURFACES ON THE PROJECT. THIS WILL ASSIST IN THE PREVENTION OF ILLICIT
DISCHARGES OF SEDIMENT FROM EXITING THE PROJECT SITE. THE TEMPORARY CONTROLS SHALL STAY OPERATIONAL UNTIL PERMANENT
STABILIZATION IS ACHIEVED.
D.
RUNOFF COEFFICIENTS
THE PROJECT AREA IS PRESENTLY DEVELOPED. THE RUNOFF COEFFICIENTS BEFORE, DURING AND AFTER CONSTRUCTION ARE AS FOLLOWS:
BEFORE CONSTRUCTION: DEVELOPED
DURING CONSTRUCTION: DISTURBED VEGETATION AND CONSTRUCTION
AFTER CONSTRUCTION:
C = 0.35
C = 0.80
C = 0.40
SITE MAP
INCLUDED WITH THIS NARRATIVE ARE COPIES OF THE SWPPP PLAN SHEETS, SWPPP NARRATIVE, AND SWPPP DETAILS DEPICTING THE FOLLOWING:
1. PROJECT LOCATION
2. CLEARING AND DEMOLITION LIMITS
3. PROPOSED CONSTRUCTION ON THE SITE
4. PROPOSED TEMPORARY AND PERMANENT EROSION CONTROL BMPS
NOTE: THESE SHEETS DEPICT THE LIMITS OF WORK FOR THE OVERALL PROJECT, THE POINTS OF STORMWATER DISCHARGE AND THE AREAS TO BE
DISTURBED DURING CONSTRUCTION, BUT ARE INTENDED TO SERVE AS GENERAL GUIDELINES. THE EROSIONS CONTROL PRACTICE4S ON THE SITE
SHALL MEET THE STANDARDS AND SPECIFICATIONS OF THE ODNR RAINWATER AND LAND DEVELOPMENT MANUAL AND OHIO EPA PERMIT NO.
OHC00003. ADDITIONAL EROSION CONTROL BMPS MAY BE MANDATED BY THE ENGINEER OR OWNER IF UNFORESEEN CONDITIONS ARISE DURING
CONSTRUCTION THAT WARRANT ADDITIONAL BMPS.
F.
RECEIVING WATERS
THE RECEIVING BODIES FOR STORMWATER RUNOFF IS LAKE ERIE.
G.
PROJECT COORDINATES
PROJECT CENTER -
LATITUDE
LONGITUDE
41°33'52.26"N
81°29'14.03"W
II. CONTROLS
THE SEQUENCE OF SOIL DISTURBING ACTIVITIES AND IMPLEMENTATION OF CONTROLS AND MEASURES ARE AS FOLLOWS FOR THE GENERAL
CONSTRUCTION ACTIVITIES:
CLEARING AND GRUBBING: THE PERIMETER OF THE SITE WILL BE ESTABLISHED UTILIZING COMPOST FILTER SOCK FOR CONTROL OF SOIL EROSION.
THESE CONTROLS WILL BE TEMPORARY AND WILL BE REMOVED FOLLOWING THE FINAL STABILIZATION OF THE DISTURBED AREAS.
EXCAVATION ACTIVITIES: EXCAVATION FOR THE VARIOUS PAVEMENT SECTIONS, GRASSED INFIELDS AND GRASSED SWALES WILL OCCUR WITHIN THE
LIMITS OF THE FINISHED PROJECT AREA. THE LIMITS OF CONSTRUCTION AND PROJECT BOUNDARIES WILL BE GRADED TO CONTAIN ALL SPOIL
MATERIAL FROM THE EXCAVATION ACTIVITIES ONSITE. TEMPORARY CONTROLS WILL BE INSTALLED AS NECESSARY IN THE AREA OF THE EXCAVATION
TO PREVENT EROSION OF UN-STABILIZED MATERIAL AND WILL BE MAINTAINED UNTIL THE FINAL STABILIZATION OF THESE AREAS IS COMPLETED.
TRENCHING: TRENCHING FOR THE INSTALLATION OF THE STORMWATER COLLECT/MANAGEMENT SYSTEM, THE ELECTRICAL/NAVAIDS, AND THE
UNDERDRAINS WILL BE LIMITED TO THE FINISHED PROJECT AREA. TRENCHES WILL BE EXCAVATED AND BACKFILLED ON A CONTINUOUS BASIS AS
THE UNDERDRAIN IS INSTALLED. SPOIL MATERIAL FROM THE TRENCHING ACTIVITY WILL BE UTILIZED DISPOSED OF OFF-SITE IF IT IS DEEMED
UNACCEPTABLE FOR BACKFILL.
GRADING: ROUGH GRADING WILL OCCUR FOLLOWING THE CLEARING AND GRUBBING ACTIVITIES. FINAL GRADING WILL BE COMPLETED FOLLOWING
THE INSTALLATION OF THE UNDERDRAIN, THE STORMWATER COLLECTION.MANAGEMENT SYSTEM, THE ELECTRICAL/NAVAIDS SYSTEM, AND THE
PLACEMENT OF THE PAVEMENT SECTIONS. TEMPORARY CONTROLS WILL BE INSTALLED ALONG THE LIMITS OF THE WORK AS NECESSARY AND THESE
CONTROLS WILL BE REMOVED FOLLOWING FINAL STABILIZATION.
EROSION AND SEDIMENT CONTROLS
1. STABILIZATION PRACTICES: THE PROPOSED WORK WILL BE STABILIZED ON AN TEMPORARY AND PERMANENT BASIS AS THE WORK PROGRESSES.
TEMPORARY OR PERMANENT STABILIZATION MUST BE COMPLETED WITHIN 7 DAYS OF THE LAST EARTH MOVING ACTIVITY IN THE AREA.
STABILIZATION PRACTICES WILL CONSIST OF SEEDING AND MULCHING. THE TEMPORARY AND PERMANENT STABILIZATION PRACTICES SHALL BE
COMPLETED PER THE REGULATIONS SET FORTH IN OHIO EPA PERMIT NO. OHC00003.
2.
COMPOST FILTER SOCKS FOR PERIMETER CONTROLS - SHEET FLOW RUNOFF FROM DISTURBED AREAS SHALL BE INTERCEPTED BY COMPOST
FILTER SOCKS TO PREVENT ILLICIT DISCHARGES OF SEDIMENT FROM THE PROJECT SITE. THEY SHOULD BE PLACED ON LEVEL CONTOURS
(PARALLEL TO A SLOPE) AND IS ONLY MEANT TO CONTROL SHEET FLOW AND NOT CONCENTRATED FLOWS.
3.
INLET PROTECTION - EXISTING AND PROPOSED CATCH BASINS AND INLETS WITHIN AND NEAR THE WORK LIMITS SHALL HAVE INLET PROTECTION
INSTALLED AROUND OR ON THEM.
4.
ROCK CONSTRUCTION ENTRANCES - THESE SHALL BE INSTALLED PRIOR TO ANY CONSTRUCTION ACTIVITIES COMMENCING. SEDIMENTS SHALL
BE REMOVED FROM THE ENTRANCE AND THE ROADWAYS THE PRECEDE THE ENTRANCE ON A DAILY BASIS.
5.
EROSION CONTROL BLANKETS - THESE BMS SHALL BE PLACED ON SLOPES THAT ARE BETWEEN 4:1(H:V) AND 6:1(H:V). THESE BMPS WILL
ALLOW FOR THE GROWTH OF PERMANENT SEEDING ON THE STEEPER SLOPES ON THE SITE.
6.
COMPOST FILTER SOCK CHECK DAM - THESE BMPS SHALL BE PLACED PERPENDICULAR TO THE FLOW DIRECTION WITHIN THE NEWLY EXCAVATED
GRASSED SWALES. THE CHECK DAMS SHALL BE SPACED WITHIN THE GRASSED SWALES AFTER 3 FEET OF VERTICAL CHANGE ALONG THE
SWALE'S LONGITUDINAL GRADE. THE SEDIMENT ALONG THESE BMPS SHALL BE REMOVED PRIOR TO OVERTOPPING.
7.
DEWATERING - THE GROUNDWATER WILL BE CONTROLLED ONSITE BY THE USE OF GROUNDWATER PUMPS IN THE AREA OF THE WORK. THE
STORMWATER WILL BE FILTERED FOR SEDIMENT OR POLLUTANTS AND DISCHARGED TO THE STORMWATER CONVEYANCE SYSTEM. THESE
CONTROLS WILL BE REMOVED FOLLOWING THE COMPLETION OF THE UNDERGROUND WORK.
C.
APPROVED SITE AND LOCAL PLANS
THIS PROJECT'S STORMWATER AND EROSION CONTROL PLAN WILL BE APPROVED BY THE CUYAHOGA COUNTY PUBLIC WORKS. THE CUYAHOGA
COUNTY SOIL AND WATER CONSERVATION DISTRICT, AND THE LAKE COUNTY SOIL AND WATER CONSERVATION DISTRICT. THE MEASURES AND
CONTROLS OUTLINED IN THE ABOVE MENTIONED PLAN WILL BE IMPLEMENTED BY THE CONTRACTOR DURING CONSTRUCTION. THESE MEASURES
AND CONTROLS WILL PROVIDE THE NECESSARY POLLUTION PREVENTION AND SEDIMENTATION CONTROL DURING CONSTRUCTION TO SATISFY THE
RULES AND REGULATIONS SET FORTH BY THE OHIO ENVIRONMENTAL PROTECTION AGENCY.
III. MAINTENANCE
THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTENANCE AND REPAIRS OF EROSION AND SEDIMENT CONTROL DEVICES AND THE REMOVAL OF
THE EROSION AND SEDIMENT CONTROL DEVICES AFTER THE NOTICE OF TERMINATION IS EXECUTED.
THE CONTRACTOR SHALL REVIEW THE PROJECT AND ALL EROSION AND SEDIMENTATION CONTROLS ON A DAILY BASIS AND DURING AND FOLLOWING
RAINFALL EVENTS. AN INSPECTION FORM HAS BEEN PROVIDED IN THE SPECIFICATIONS. THE CONTRACTOR SHALL BE REQUIRED TO KEEP A LOG OF
ALL THE DAILY INSPECTION REPORTS, GRADING AND STABILIZATION ACTIVITIES, AND THE SWPPP AMENDMENTS AT THE SITE. THE FOLLOWING
PRACTICES WILL BE IMPLEMENTED TO MAINTAIN AND MONITOR EROSION AND SEDIMENTATION CONTROLS.
A.
PROJECT REVIEW ON A DAILY BASIS.
B.
PROVIDE AND MAINTAIN RAIN GAUGES ONSITE (IF NOT AVAILABLE IN THE AREA) TO RECORD RAINFALL DATA DAILY.
C.
REVIEW STABILIZATION PRACTICES AND CONTROLS ON A DAILY BASIS AND MAINTAIN AND REPAIR THESE MEASURES AND CONTROLS AS NECESSARY.
TEMPORARY AND/OR PERMANENT SEEDING, MULCHING AND SODDING SHALL BE REPAIRED IN BARE SPOTS AND WASHOUTS, AND HEALTHY GROWTH
ESTABLISHED.
D.
ONCE HEALTHY GROWTH OF TURF IS ESTABLISHED, THE CONTRACTOR SHALL MAINTAIN THESE AREAS TO ENSURE THE HEIGHT OF THE GRASS DOES
NOT REACH MORE THAN 6 INCHES ABOVE THE ESTABLISHED GRADE.
E.
REVIEW STRUCTURAL PRACTICES ON A DAILY BASIS AND MAINTAIN AND REPAIR THESE MEASURES AND CONTROLS AS NECESSARY. BUILT UP
SEDIMENTS SHALL BE REMOVED FROM COMPOST FILTER SOCKS AND SHALL BE REPLACED AS NECESSARY AND WHEN THEY HAVE SERVED THEIR
USEFULNESS.
F.
AN INSPECTION AND MAINTENANCE REPORT SHALL BE COMPLETED WEEKLY AND WITHIN 24 HOURS OF A RAINFALL EVENT OF 0.5 INCHES OR MORE.
THE APPROVED INSPECTION FORM IS LOCATED IN THE SPECIFICATIONS. THE CONTRACTOR SHALL CREATE AN INSPECTION AND MAINTENANCE
REPORT LOG AND NOTE ANY AMENDMENTS TO THE SWPPP THAT OCCUR DURING CONSTRUCTION.
G.
IF THE CONTRACTOR NEEDS TO DE-WATER TRENCHES, THEY SHALL ABIDE BY ALL LOCAL, STATE AND FEDERAL LAWS INCLUDING THE FILTERING OF
ALL FLOW FROM THE DE-WATERING PUMPS PRIOR TO ALLOWING THE STORMWATER RUNOFF TO ENTER THE STORMWATER CONVEYANCE SYSTEM OR
NATURAL DISCHARGE POINTS. ALL POINTS OF DISCHARGE OF STORMWATER RUNOFF SHALL BE INSPECTED ON A DAILY BASIS AND ANY REPAIR OF
THE CONTROLS AND MEASURES SHALL BE COMPLETED IMMEDIATELY IN ORDER TO MAINTAIN ACCEPTABLE WATER QUALITY.
IV. INSPECTIONS
Checked: TAS
TOTAL AREA TO BE DISTURBED
THE TOTAL AREA TO BE DISTURBED BY EXCAVATION, GRADING AND OTHER ACTIVITIES IS APPROXIMATELY 131 ACRES.
POST CONSTRUCTION BMPS
TBD
CONTRACTOR PERSONNEL SHALL INSPECT ALL POINTS OF DISCHARGE, AS APPLICABLE, FROM THE PROJECT SITE AND ALL DISTURBED AREAS OF THE
CONSTRUCTION SITE THAT HAVE NOT BEEN STABILIZED.
DISTURBED AREAS AND AREAS USED FOR STORAGE OF MATERIALS EXPOSED TO PRECIPITATION SHALL BE INSPECTED FOR EVIDENCE OF, OR
POTENTIAL FOR POLLUTANTS ENTERING THE STORMWATER MANAGEMENT SYSTEM. THE STORMWATER MANAGEMENT SYSTEM AND EROSION AND
SEDIMENTATION CONTROL MEASURES SHALL BE OBSERVED TO ENSURE THAT THEY ARE OPERATING CORRECTLY. INSPECTION AND MAINTENANCE
REPORTS SHALL BE COMPLETED AT LEAST EVERY WEEK AND FOLLOWING A RAINFALL EVENT OF 0.5 INCHES OF WATER OR GREATER. THESE FORMS
SHALL BE RETAINED FOR A PERIOD OF AT LEAST 3 YEARS FOLLOWING THE DATE THE SITE IS FINALLY STABILIZED.
Drawn: RMH
C.
B.
V. NON-STORMWATER DISCHARGES
SPILL REPORTING FOR ITEMS SUCH AS OILS, FUEL, ETC. SHALL MEET THE REQUIREMENTS OF 40 CFR PART 117 AND 40 CFR PART 302. CLEANUP AND
DISPOSAL OF ALL SPILLS SHALL MEET THE APPLICABLE REGULATORY AGENCY REQUIREMENTS AND SHALL BE HANDLED AND DISPOSED OF AS
REQUIRED BY LAW.
Designed: DPF
THE SEQUENCE OF CONSTRUCTION WILL GENERALLY FOLLOW THIS ORDER:
1. INSTALL THE STAGING AREA FENCE, THE CONSTRUCTION ENTRANCE, AND THE FIELD OFFICE AND OTHER FACILITIES.
2. INSTALL THE COMPOST FILTER SOCK, THE INLET PROTECTIONS, AND ALL OTHER TEMPORARY EROSION AND SEDIMENT CONTROLS AROUND THE
PROJECT SITE AS NEEDED.
3. REMOVE THE EXISTING VEGETATION AND STOCKPILE THE TOPSOIL.
4. REMOVE EXISTING RUNWAY AND TAXIWAY PAVEMENTS.
5. EXCAVATE THE INFIELD AREAS, GRASSED SWALES, THE STORMWATER COLLECTION/MANAGEMENT SYSTEM, AND THE ELECTRICAL/NAVAIDS
SYSTEM.
6. INSTALL THE STORMWATER COLLECTION/MANAGEMENT SYSTEM AND THE ELECTRICAL/NAVAIDS SYSTEM.
7. INSTALL THE AGGREGATE BASE COURSE ON THE RUNWAY AND TAXIWAY PAVEMENTS. INSTALL THE UNDERDRAIN.
8. PAVE THE RUNWAY AND TAXIWAYS.
9. PERFORM FINAL GRADING ALONG THE RUNWAY AND TAXIWAYS. INSTALL THE POST CONSTRUCTION BMPS.
10. PERMANENTLY STABILIZE THE SITE.
11. CLEAN THE SITE.
12. REMOVE THE TEMPORARY EROSION AND SEDIMENT CONTROLS.
A.
10. SANITARY WASTE: THE CONTRACTOR SHALL PROVIDE PORTABLE SANITARY WASTE FACILITIES. THESE FACILITIES SHALL BE COLLECTED OR
EMPTIED BY A LICENSED SANITARY WASTE MANAGEMENT CONTRACTOR AS REQUIRED BY STATE REGULATIONS.
THE SITE WILL CONTINUE TO DISCHARGE STORMWATER FLOW TO TWO UNNAMED TRIBUTARIES OF LAKE ERIE. THE IMPERVIOUS AREA ON THE SITE
WILL INCREASE, BUT THE INCREASED RUNOFF FROM THE SITE WILL BE TREATED. THE TREATMENT OF THE STORMWATER RUNOFF WILL PREVENT
ADDITIONAL RUNOFF EXITING THE SITE TO THE UNNAMED TRIBUTARIES.
THE SOIL ON THE SITE IS LEAN CLAY AND SAND WITH SILT.
E.
OFFSITE VEHICLE TRACKING: LOADED HAUL TRUCKS SHALL BE COVERED WITH A TARPAULIN. EXCESS DIRT MATERIAL ON THE ROADS SHALL BE
REMOVED IMMEDIATELY. HAULING ON UNPAVED SURFACES SHALL BE MONITORED TO MINIMIZE DUST AND CONTROL EROSION. HAUL ROADS
SHALL BE WATERED OR OTHER CONTROLS PROVIDED AS NECESSARY TO REDUCE DUST AND CONTROL SEDIMENTS.
18
Scale: AS NOTED
B.
9.
Project No.: 27986
CONSTRUCTION ACTIVITY
THE 140 ACRE PROJECT WILL IMPROVE THE RUNWAY 6-24 SAFETY AREA AND RECONSTRUCT SEVERAL TAXIWAYS THAT CONNECT THE RUNWAY WITH
THE PARALLEL TAXIWAY A . THE FACILITY IS OPERATED BY CUYAHOGA COUNTY PUBLIC WORKS.
WASTE DISPOSAL - THE CONTRACTOR SHALL PROVIDE LITTER CONTROL AND COLLECTION OF MATERIALS WITHIN THE PROJECT BOUNDARIES
DURING CONSTRUCTION. ALL FERTILIZER, HYDROCARBON, EXCESS CONCRETE OR OTHER CHEMICAL CONTAINERS SHALL BE DISPOSED OF BY
THE CONTRACTOR IN ACCORDANCE WITH EPA'S STANDARD PRACTICES. NO SOLID MATERIAL INCLUDING BUILDING AND CONSTRUCTION
MATERIAL SHALL BE DISPOSED OF, DISCHARGED OR BURIED ONSITE.
Issue Date: MAY 15
A.
8.
SWPPP NARRATIVE
SITE DESCRIPTION
RUNWAY 6/24
I.
SWP-1
19
SWP-2
19
CONSTRUCTION SPECIFICATIONS
COMPOST FILTER SOCK
1.
THE AGGREGATE SIZE FOR CONSTRUCTION OF THE PAD SHALL BE 2-INCH STONE. PLACE THE GRAVEL FLUSH TO THE
EXISTING ADJACENT PAVEMENT, SMOOTH IT, AND LEVEL IT AS REQUIRED.
2.
THE THICKNESS OF THE PAD SHALL NOT BE LESS THAN 12-INCHES. USE NON-WOVEN GEOTEXTILE FABRICS TO IMPROVE
STABILITY OF THE FOUNDATION. GEOTEXTILE FABRIC SHALL BE TREVIRA SPUNBOND TYPE 011/250 OR APPROVED EQUAL.
IT SHALL HAVE A GRAB TENSILE STRENGTH OF AT LEAST 200 LB. AND A MULLEN BURST STRENGTH OF AT LEAST 195 LB. AND
WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE.
3.
THE WIDTH OF THE PAD SHALL NOT BE LESS THAN THE FULL WIDTH OF ALL POINTS OF INGRESS OR EGRESS AND IN ANY
CASE SHALL NOT BE LESS THAN 14 FEET WIDE FOR ONE-WAY TRAFFIC AND 20 FEET WIDE FOR TWO WAY TRAFFIC.
4.
IF MUDDY CONDITIONS EXIST ON THE SITE, AND THE MUD IS STILL PRESENT ON THE VEHICLE TIRES WHEN IT ARRIVES AT THE
ENTRANCE, THE WHEELS SHALL BE WASHED BEFORE ENTERING A PUBLIC ROAD. WASH WATER MUST BE PROVIDED BY THE
CONTRACTOR AND CARRIED AWAY FROM THE ENTRANCE TO AN ON-SITE SETTLING AREA OR BASIN TO REMOVE THE
SEDIMENT. THE WHEEL WASH AREA AND BASIN SHALL BE OF THE SIZE REQUIRED TO CLEAN ALL VEHICLE TIRES LEAVING THE
SITE.
5.
A CULVERT PIPE SHALL BE CONSTRUCTED UNDER THE ENTRANCE, IF NEEDED, TO PREVENT SURFACE WATER FLOWING
ACROSS THE ENTRANCE FROM BEING DIRECTED OUT ONTO PAVED SURFACES.
6.
A WATER BAR SHALL BE CONSTRUCTED AS PART OF THE CONSTRUCTION ENTRANCE, IF NEEDED, TO PREVENT SURFACE
RUNOFF FROM FLOWING THE LENGTH OF THE ROCK CONSTRUCTION ENTRANCE AND OUT ONTO PAVED SURFACES.
SEDIMENT BARRIER SHALL BE CONSTRUCTED USING COMPOST FILTER SOCK BEFORE UPSLOPE DISTURBANCE BEGINS OR WITHIN 7 DAYS OF FIRST GRUBBING.
THE HEIGHT OF THE FILTER SOCK SHALL NOT EXCEED 36-INCHES, OR BE LESS THAN 18-INCHES. STORAGE HEIGHT SHALL NEVER EXCEED HALF OF THE TOTAL HEIGHT ABOVE THE
ORIGINAL GROUND. THE COMPOST FILTER SOCK LINE SHALL FOLLOW LEVEL CONTOURS AS CLOSELY AS POSSIBLE. THE COMPOST FILTER SOCK SHALL BE A 5 MIL, TUBULAR, HDPE 3/8"
KNITTED MESH NETTING MATERIAL FILLED WITH COMPOST. THE FILTER SOCK SHALL BE CUT FROM A CONTINUOUS ROLL TO AVOID THE USE OF JOINTS IF POSSIBLE. WHEN JOINTS ARE
NECESSARY, FILTER SOCK SHALL BE OVERLAPPED TO MANUFACTURES SPECIFICATIONS. POSTS SHALL BE SPACED TO MANUFACTURER'S SPECIFICATIONS AND DRIVEN SECURELY INTO THE
GROUND (MINIMUM OF 12-INCHES) IN THE CENTER OF THE FILTER SOCK. WHERE POSSIBLE, VEGETATION SHALL BE PRESERVED FOR 5 FEET ± UPSLOPE FROM THE FILTER SOCK. IF
VEGETATION IS REMOVED, IT SHALL BE RESTORED WITHIN 7 DAYS FROM INSTALLATION OF THE FILTER SOCK.
MAINTENANCE AND INSPECTION
FILTER SOCK SHALL BE INSPECTED WEEKLY AND AFTER EACH SIGNIFICANT STORM (1/2-INCH IN 24 HOURS). ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. SEDIMENT MAY BE
REMOVED AFTER EACH STORM, BUT MUST BE REMOVED WHEN IT REACHES 1/2± HEIGHT OF THE COMPOST FILTER SOCK (9-INCHES MAXIMUM). THE FILTER SOCK SHALL BE REPLACED
WHEN IT IS TORN, HAS HOLES, DECOMPOSES OR IS NO LONGER DETAINING WATER FOR SEDIMENTATION AND THE BARRIER IS STILL REQUIRED. THE POSTS SHALL BE REPLACED IF THEY
ARE BENT OR BROKEN. FILTER SOCK THAT HAS BEEN DISPLACED OR HAS JOINTS THAT ARE SEPARATED OR ARE BEING UNDERCUT BY FLOWS SHALL BE REPLACED IMMEDIATELY.
REMOVED SEDIMENT AND STONE SHALL BE DISPOSED OF IN THE BACKFILL OF THE TRENCHES AND AT NO TIME SHALL THE SEDIMENT BE PLACED IN AN AREA THAT WILL CONTRIBUTE
SEDIMENT OFF-SITE AND IS NOT PERMANENTLY STABLE.
THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL MINIMIZE TRACKING OR FLOWING OF SEDIMENT ONTO
PUBLIC RIGHT-OF-WAY(S). THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE. WHEN THE STONE IN THE
ENTRANCE IS NEARLY EQUAL TO THE SURROUNDING DIRT (HARD PACKED), THE CONTRACTOR SHALL BE REQUIRED TO REMOVE
THE STONE AND SEDIMENT AND REPLACE THE ENTRANCE WITH 12-INCHES OF NEW STONE. MUD SPILLED, DROPPED, WASHED
OR TRACKED ONTO PUBLIC ROADS, OR ANY SURFACE WHERE RUNOFF IS NOT CHECKED BY SEDIMENT CONTROLS, SHALL BE
REMOVED IMMEDIATELY. REMOVAL SHALL BE ACCOMPLISHED BY SCRAPING OR SWEEPING.
INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED WEEKLY AND AFTER EACH STORM EVENT.
NOTES
REMOVED SEDIMENT AND STONE SHALL BE DISPOSED OF IN THE BACKFILL OF THE TRENCH OF THE UNDERDRAIN (I.E.
TOPSOIL) AND AT NO TIME SHALL THE SEDIMENT BE PLACED IN AN AREA THAT WILL CONTRIBUTE SEDIMENT OFF-SITE AND IS
NOT PERMANENTLY STABLE.
COMPOST FILTER SOCK SECTION
NOT TO SCALE
Checked: TAS
DRIVING OVER ROCK IN CONSTRUCTION ENTRANCES SHALL NOT BE RELIED UPON TO REMOVE MUD FROM VEHICLES AND
PREVENT OFF-SITE TRACKING. VEHICLES THAT ENTER AND LEAVE THE CONSTRUCTION SITE SHALL AVOID MUDDY AREAS.
THE CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE ANY MUD ON THE VEHICLE INCLUDING WHEELS BY WASHING, OR
OTHER APPROVED MEANS, PRIOR TO THE VEHICLE LEAVING THE SITE.
SWALE TO CARRY WASH WATER TO ON-SITE
TRAP OR BASIN
Drawn: RMH
EXISTING GROUND
10'
Designed: DPF
10'
COMPOST FILTER SOCK PLAN
NOT TO SCALE
EXISTING GROUND
EXISTING PAVEMENT
WHEEL WASH
(IF NEEDED)
CULVERT
(IF NEEDED)
WATER BAR
(IF NEEDED)
6"
MIN.
18"
MIN.
12"
50' MIN
GEOTEXTILE FABRIC
SEE NOTE 2.
PROFILE
SWPPP DETAILS - 1
PLAN VIEW
RUNWAY 6/24
CULVERT
(IF NEEDED)
MIN.
MIN
20' MIN
(TWO-WAY)
WATER BAR
(IF NEEDED)
NOT TO SCALE
19
Scale: AS NOTED
MIN
10'
MIN
Project No.: 27986
WHEEL WASH
(IF NEEDED)
50' MIN
Issue Date: MAY 15
EXISTING PAVEMENT
SWP-3 INLET PROTECTION - TYPE 1
20
SWP-4 INLET PROTECTION - TYPE 2
20
WHERE INLET PROTECTION IS REQUIRED, INLET PROTECTION SHALL BE INSTALLED AND MADE FUNCTIONAL
PRIOR TO STARTING ANY CONSTRUCTION WHICH WOULD CREATE SEDIMENT-LADEN RUNOFF IMPACTING
THE SUBJECT INLET. INLET PROTECTION SHALL BE CONSTRUCTED BEFORE UPSLOPE LAND DISTURBANCE
BEGINS, OR BEFORE THE STORM DRAIN BECOMES OPERATIONAL. THE INLET PROTECTION MUST ALLOW
FOR OVERFLOW FROM A SEVERE STORM EVENT. SLOPE RUNOFF SHALL BE ALLOWED TO FLOW OVER
FILTER SOCK. THE FILTER SOCK SHOULD BE OF 3 OR 5 MIL , TUBULAR, HDPE 3/8" KNITTED MESH NETTING
MATERIAL, FILLED WITH COMPOST. THE FILTER SOCK SHALL BE PLACED IN ACCORDANCE WITH
MANUFACTURE SPECIFICATIONS.
WHERE INLET PROTECTION IS REQUIRED, INLET PROTECTION SHALL BE INSTALLED AND MADE FUNCTIONAL
PRIOR TO STARTING ANY CONSTRUCTION WHICH WOULD CREATE SEDIMENT-LADEN RUNOFF IMPACTING
THE SUBJECT INLET. INLET PROTECTION SHALL BE CONSTRUCTED BEFORE UPSLOPE LAND DISTURBANCE
BEGINS, OR BEFORE THE STORM DRAIN BECOMES OPERATIONAL. THE INLET PROTECTION MUST ALLOW
FOR OVERFLOW FROM A SEVERE STORM EVENT. SLOPE RUNOFF SHALL BE ALLOWED TO FLOW OVER
DANDY BAG. THE DANDY BAG, FLEXSTORM, US SILT AND SUPPLY INLET PROTECTION BAG OR APPROVED
EQUAL SHALL BE PLACED IN ACCORDANCE WITH MANUFACTURE SPECIFICATIONS.
INSPECT THE INLET PROTECTION, OR FILTER WEEKLY AND AFTER EACH RAIN EVENT. PROMPTLY MAKE
REPAIRS WHEN THE COMPOST FILTER SOCK LOSES IT SHAPE AND AS NEEDED. SEDIMENT SHALL BE
REMOVED AFTER EACH SIGNIFICANT STORM (1/2-INCH IN 24 HOURS) TO PROVIDE ADEQUATE STORAGE
VOLUME FOR THE NEXT RAIN EVENT. THE REMOVED SEDIMENT SHALL BE DISPOSED OF IN THE BACKFILL OF
THE TRENCHES AND AT NO TIME SHALL THE SEDIMENT BE PLACED IN AN AREA THAT WILL CONTRIBUTE
INSPECT THE INLET PROTECTION, OR FILTER WEEKLY AND AFTER EACH RAIN EVENT. PROMPTLY MAKE
REPAIRS WHEN THE COMPOST FILTER SOCK LOSES IT SHAPE AND AS NEEDED. SEDIMENT SHALL BE
REMOVED AFTER EACH SIGNIFICANT STORM (1/2-INCH IN 24 HOURS) TO PROVIDE ADEQUATE STORAGE
VOLUME FOR THE NEXT RAIN EVENT. THE REMOVED SEDIMENT SHALL BE DISPOSED OF IN THE BACKFILL OF
THE TRENCHES AND AT NO TIME SHALL THE SEDIMENT BE PLACED IN AN AREA THAT WILL CONTRIBUTE
IF THE FILTER SOCK BECOMES CLOGGED WITH SEDIMENT IT MUST BE CAREFULLY REMOVED FROM THE
INLET AND REPLACED.
IF THE INLET PROTECTION BECOMES CLOGGED WITH SEDIMENT IT MUST BE CAREFULLY REMOVED FROM
THE INLET AND REPLACED.
COMPOST FILTER SOCK, STAKED AND
INSTALLED PER MANUFACTURE
SPECIFICATIONS
DANDY BAG, FLEXSTORM, US SILT AND SUPPLY INLET
PROTECTION BAG OR APPROVED EQUAL
Designed: DPF
Drawn: RMH
Checked: TAS
STORM SEWER
GRATE
INLET PROTECTION - TYPE 2
20
Scale: AS NOTED
Project No.: 27986
Issue Date: MAY 15
NOT TO SCALE
SWPPP DETAILS - 2
INLET PROTECTION - TYPE 1
RUNWAY 6/24
NOT TO SCALE
STAPLE 12" O.C. ALONG
BLANKET AT SLOPE
CHANGE
END SEAM OF BLANKETS OVERLAP 2"-4".
PLACE STAPLES, ONE ON EACH CORNER OF
BLANKET, 12" O.C. ALONG BLANKET END
THROUGH BOTH BLANKETS. UPSLOPE BLANKET
LAPS OVER DOWNSLOPE BLANKETS IN A SHINGLE AFFECT.
EXTEND BLANKET A MINIMUM OF 3'-0"
OVER CREST OF SLOPE, SEE DETAIL 4/1.
5
21
3'-0" MIN.
STAPLE 12" O.C. ALONG
BOTTOM OF BLANKET
AT THE END OF SLOPE
4
21
FOR SIDE SEAM ABUTMENT,
SEE DETAIL 5/1
2
21
3
21
END ROLL OVERLAP
NOT TO SCALE
BOTTOM OF SLOPE
TERMINATION
NOT TO SCALE
3'-0" MIN.
FOR END ROLL
OVERLAP, SEE
DETAIL 2/1
COMMON ROW OF STAPLES, USING
CORRECT STAPLE PATTERN, SHOULD
BE STAPLED INTO EACH BLANKET.
ONE STAPLE HOLDS BOTH BLANKETS
TO THE SOIL.
1 ROW OF STAPLES,
12" O.C.
2
21
OPTIONAL SIDE SEAM OVERLAP,
SEE DETAIL 6/1
4
21
6
21
BLANKETS
ABUT TOGETHER
SLOPE CREST ANCHOR METHOD "A"
(NO TRENCH)
NOT TO SCALE
DO NOT NEED TO TRENCH BLANKET IN IF
IT CAN BE EXTENDED A MINIMUM OF 3'-0"
OVER THE CREST OF THE SLOPE.
5
21
SIDE SEAM ABUT STAPLE DETAIL
NOT TO SCALE
BLANKET OVERLAP,
2"-4"
O.C.
O.C.
2'-0"
MAX.
FLOW
3'-0" OR
TOP OF BANK)
CONTINUOUS COMPOST 36" FILTER
SOCK
FINISH GRADE (TYP)
PLACE STAKE AT EACH
TOE OF DITCH SLOPE
DITCH
SLOPE
O.C.
2'-0"
MAX.
NOT TO SCALE
2"X2"X3'-0" WOODEN STAKES
ALONG THE DOWN HILL SIDE OF
SOCK
TOP OF DITCH (TYP)
STAKE EACH END
REGARDLESS OF
O.C. SPACING (TYP)
SIDE SEAM OVERLAP STAPLE DETAIL
O.C.
DITCH
SLOPE
2"X2"X3'-0" WOODEN STAKES
ALONG THE DOWN HILL SIDE OF
SOCK PREFERRED. SEE DETAIL
SECTION 'B' ALTERNATIVE FOR
SECURING STAKE TO SOCK
BOTTOM OF DITCH (TYP)
CONTINUOUS COMPOST 36" FILTER
SOCK MIN. SIZE 12" DIAMETER FOR
SWALE/DITCH APPLICATION. MAY
STACK COMPOST FILTER SOCKS TO
ACHIEVE DESIRED DAM HEIGHT.
O.C.
PLAN
NOT TO SCALE
2'-0"
MAX.
O.C.
ELEVATION
NOT TO SCALE
SWP-6 COMPOST FILTER SOCK CHECK DAM DETAIL
NOT TO SCALE
21
21
Scale: AS NOTED
STAKE EACH END
REGARDLESS OF
O.C. SPACING (TYP)
6
21
Drawn: RMH
NOT TO SCALE
Designed: DPF
EROSION CONTROL BLANKET DETAIL
Project No.: 27986
SWP-5
21
STAPLES ARE THROUGH
BOTH BLANKETS.
Issue Date: MAY 15
NOT TO SCALE
Checked: TAS
SLOPE DETAIL
SWPPP DETAILS - 3
1
21
3
21
RUNWAY 6/24
BLANKET TO EXTEND A
MINIMUM OF 3'-0"
BEYOND TOE OF SLOPE.
FOR BOTTOM OF SLOPE
TERMINATION, SEE
DETAIL 3/1
EA
R
42 1
ETW2
24'
49'
40
ETW1
MATCH LINE SHEET 26
40
99'
100'
Drawn: RMH
Checked: TAS
250'
400'
51'
NOTES
1.
2.
30
26
31
27
32
28
33
29
34
3.
4.
THE EXISTING CONDITIONS SHOWN ON THIS DRAWING ARE DERIVED FROM
MULTIPLE AERIAL AND FIELD SURVEYS. PRIOR TO THE START OF
CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL NOTIFY THE ENGINEER
OF ANY DISCREPANCIES IN THE EXISTING INFORMATION REFLECTED IN THE
PLANS.
UNDERGROUND UTILITIES ARE DEPICTED FROM AVAILABLE INFORMATION,
BUT ARE NOT KNOWN TO BE ACCURATE OR COMPLETE. IF ACTIVE
UNDOCUMENTED UNDERGROUND UTILITIES ARE ENCOUNTERED DURING
CONSTRUCTION, IMMEDIATELY NOTIFY THE ENGINEER.
IN AREAS WHERE EXISTING PAVEMENT IS TO BE REMOVED, THE CONTRACTOR
SHALL SAW CUT TO PROVIDE A CLEAN EDGE.
SEE ELECTRICAL DEMOLITION PLANS ON SHEETS 35 TO 39 FOR DETAILS
REGARDING THE REMOVAL OF ELECTRICAL CONDUITS, LIGHTS, SIGNS AND
STRUCTURES.
LEGEND
PAVEMENT REMOVAL
(SEE EXISTING TYPICAL SECTIONS FOR PAVEMENT SECTION DEPTH)
CRACK SEAL PAVEMENT
RUNWAY SAFETY AREA
FENCE
0
25
50
100
25
Scale: AS NOTED
Project No.: 27986
40
Issue Date: MAY 15
40
JNT-1
56
ERW2
RUNWAY 6/24
ERW1
MATCH LINE SHEET 30
KEYMAP
25
Designed: DPF
LINE 6-24
DD-3
83
DD-3
83
ETW3
20'
(TYP)
DD-3
83
ETW4
41
41
MATCH LINE SHEET 27
MATCH LINE SHEET 25
DD-3
83
50'
100'
Drawn: RMH
Checked: TAS
250'
400'
PAPI
SEE ELECTRICAL/NAVAIDS PLANS (TYP)
2.
25
30
26
31
27
32
28
33
29
34
3.
4.
PLANS.
STRUCTURES.
LEGEND
PAVEMENT REMOVAL
CRACK SEAL PAVEMENT
RUNWAY SAFETY AREA
FENCE
0
25
50
100
26
Project No.: 27986
1.
Issue Date: MAY 15
NOTES
MATCH LINE SHEET 31
KEYMAP
RUNWAY 6/24
JNT-1
56
Scale: AS NOTED
Designed: DPF
LINE 6-24
DD-3
83
ETW4
ETW5
41
MATCH LINE SHEET 28
DD-3
83
DD-3
83
'
60
DD-3
83
400'
50'
100'
Drawn: RMH
Checked: TAS
250'
1.
2.
25
30
26
31
27
32
28
33
29
34
3.
4.
PLANS.
STRUCTURES.
LEGEND
PAVEMENT REMOVAL
CRACK SEAL PAVEMENT
RUNWAY SAFETY AREA
FENCE
0
25
50
100
27
Scale: AS NOTED
Project No.: 27986
NOTES
Issue Date: MAY 15
MATCH LINE SHEET 32
KEYMAP
Designed: DPF
LINE 6-24
RUNWAY 6/24
MATCH LINE SHEET 26
41
ETW6
ETW8
41
41
MATCH LINE SHEET 27
DD-3
83
DD-3
83
DD-3
83
400'
DD-3
83
MATCH LINE SHEET 29
20'
(TYP)
DD-3
83
50'
250'
50'
ERW3
100'
Drawn: RMH
Checked: TAS
40
DD-3
83
DD-3
83
DD-3
83
50'
MATCH LINE SHEET 33
KEYMAP
NOTES
1.
2.
25
30
26
31
27
32
28
33
29
34
3.
4.
PLANS.
STRUCTURES.
LEGEND
PAVEMENT REMOVAL
CRACK SEAL PAVEMENT
RUNWAY SAFETY AREA
FENCE
0
25
50
DD-3
83
RUNWAY 6/24
EXISTING PAPI
SEE ELECTRICAL/NAVAIDS
PLANS (TYP)
100
28
Scale: AS NOTED
42
Project No.: 27986
EAR2
41
Issue Date: MAY 15
ETW7
Designed: DPF
LINE 6-24
ETW10
42
EAR3
26'
50'
42
ETW9
400'
ET
W
42 11
MATCH LINE SHEET 28
42
50'
100'
Drawn: RMH
Checked: TAS
250'
41'
1.
2.
25
30
26
31
27
32
28
33
29
34
3.
4.
PLANS.
STRUCTURES.
LEGEND
PAVEMENT REMOVAL
CRACK SEAL PAVEMENT
RUNWAY SAFETY AREA
FENCE
0
25
50
100
29
Scale: AS NOTED
Project No.: 27986
NOTES
Issue Date: MAY 15
MATCH LINE SHEET 34
KEYMAP
BP
40
RUNWAY 6/24
Designed: DPF
LINE 6-24
2.
25
30
26
31
27
32
28
33
29
34
3.
4.
PLANS.
STRUCTURES.
LEGEND
PAVEMENT REMOVAL
CRACK SEAL PAVEMENT
RUNWAY SAFETY AREA
FENCE
0
25
50
100
30
Scale: AS NOTED
Project No.: 27986
1.
Issue Date: MAY 15
NOTES
KEYMAP
RUNWAY 6/24
Designed: DPF
Drawn: RMH
Checked: TAS
MATCH LINE SHEET 31
MATCH LINE SHEET 25
MATCH LINE SHEET 26
2.
25
30
26
31
27
32
28
33
29
34
3.
4.
PLANS.
STRUCTURES.
LEGEND
PAVEMENT REMOVAL
CRACK SEAL PAVEMENT
RUNWAY SAFETY AREA
FENCE
0
25
50
100
31
Scale: AS NOTED
Project No.: 27986
1.
Issue Date: MAY 15
NOTES
KEYMAP
RUNWAY 6/24
Designed: DPF
Drawn: RMH
Checked: TAS
MATCH LINE SHEET 32
MATCH LINE SHEET 30
DD-3
83
MATCH LINE SHEET 27
2.
25
30
26
31
27
32
28
33
29
34
3.
4.
PLANS.
STRUCTURES.
LEGEND
PAVEMENT REMOVAL
CRACK SEAL PAVEMENT
RUNWAY SAFETY AREA
FENCE
0
25
50
100
32
Scale: AS NOTED
Project No.: 27986
1.
Issue Date: MAY 15
NOTES
KEYMAP
RUNWAY 6/24
Designed: DPF
Drawn: RMH
Checked: TAS
MATCH LINE SHEET 33
MATCH LINE SHEET 31
DD-3
83
MATCH LINE SHEET 28
EXISTING PAPI
SEE ELECTRICAL/NAVAIDS PLANS (TYP)
DD-3
83
50'
2.
25
30
26
31
27
32
28
33
29
34
3.
4.
PLANS.
STRUCTURES.
LEGEND
PAVEMENT REMOVAL
CRACK SEAL PAVEMENT
RUNWAY SAFETY AREA
FENCE
0
25
50
100
33
Scale: AS NOTED
Project No.: 27986
1.
Issue Date: MAY 15
NOTES
KEYMAP
RUNWAY 6/24
Designed: DPF
Drawn: RMH
Checked: TAS
MATCH LINE SHEET 34
MATCH LINE SHEET 32
DD-3
83
2.
25
30
26
31
27
32
28
33
29
34
3.
4.
PLANS.
STRUCTURES.
LEGEND
PAVEMENT REMOVAL
CRACK SEAL PAVEMENT
RUNWAY SAFETY AREA
FENCE
0
25
50
100
34
Scale: AS NOTED
Project No.: 27986
1.
Issue Date: MAY 15
NOTES
KEYMAP
RUNWAY 6/24
Designed: DPF
Drawn: RMH
Checked: TAS
MATCH LINE SHEET 33
MATCH LINE SHEET 29
100'
50'
50'
50'
25'
25'
℄ EXISTING
℄ EXISTING
RUNWAY '6-24'
TAXIWAY 'A'
EXISTING GRADE AS
SHOWN ON PROFILE
±1.0%
±1.5%
EXISTING GROUND
EXISTING GRADE AS
SHOWN ON PROFILE
±1.25%
EXISTING GROUND
EXISTING ±X" CONCRETE
EXISTING ±X" AGGREGATE BASE
EXISTING ±18" AGGREGATE BASE
EXISTING ±3" BITUMINOUS CONCRETE
EXISTING ±6" CONCRETE
ERW3 EXISTING RUNWAY 6-24 - SECTION
LINE 6-24
40
ETW2
40
FROM STA. 132+00 TO STA. 151+00
NOT TO SCALE
EXISTING TAXIWAY 'A' - SECTION
6 - END
NOT TO SCALE
100'
50'
50'
50'
25'
25'
℄ EXISTING
℄ EXISTING
RUNWAY '6-24'
TAXIWAY 'A8'
EXISTING GRADE AS
SHOWN ON PROFILE
±1.5%
EXISTING GROUND
EXISTING ±7.5" CONCRETE
ETW1 EXISTING TAXIWAY 'A8' - SECTION
NOT TO SCALE
40
LINE 6-24
40
Designed: DPF
FROM STA. 100+00 TO STA. 132+00
NOT TO SCALE
Drawn: RMH
EXISTING ±6.5" CONCRETE
Checked: TAS
±1%
EXISTING GROUND
EXISTING GRADE AS
SHOWN ON PROFILE
BLAST PAD
EXISTING GRADE AS
SHOWN ON PROFILE
±1%
±0.25%
±1%
EXISTING GROUND
EXISTING ±X" BITUMINOUS CONCRETE
LINE 6-24
40
FROM STA. 95+00 TO STA. 100+00
NOT TO SCALE
EXISTING GRADE AS
SHOWN ON PROFILE
±0.25%
BP
40
EXISTING ±X" BITUMINOUS CONCRETE
EXISTING BLAST PAD
LINE 6-24
FROM STA. 151+00 TO STA. 155+55
NOT TO SCALE
40
Scale: AS NOTED
RUNWAY '6-24'
EXISTING GROUND
25'
Project No.: 27986
25'
℄ EXISTING
Issue Date: MAY 15
50'
℄ EXISTING
50'
50'
RUNWAY 6/24
100'
50'
50'
25'
25'
25'
25'
℄ EXISTING
℄ EXISTING
TAXIWAY 'A5'
TAXIWAY 'A3'
EXISTING GRADE AS
SHOWN ON PROFILE
EXISTING GRADE AS
SHOWN ON PROFILE
±1.25%
±0.5%
±0.25%
EXISTING GROUND
EXISTING ±7" CONCRETE
NOT TO SCALE
41
NOT TO SCALE
41
60'
50'
30'
30'
25'
25'
℄ EXISTING
℄ EXISTING
TAXIWAY 'A6'
TAXIWAY 'B'
EXISTING GRADE AS
SHOWN ON PROFILE
±1.5%
±1.5%
EXISTING ±8.5" BITUMINOUS CONCRETE
ETW7
41
EXISTING TAXIWAY 'B' - SECTION
SOUTH SECTION
NOT TO SCALE
Designed: DPF
NOT TO SCALE
41
±1.75%
±1%
EXISTING GROUND
Checked: TAS
EXISTING GROUND
EXISTING GRADE AS
SHOWN ON PROFILE
Drawn: RMH
EXISTING GROUND
TAXIWAY 'A7'
TAXIWAY 'B'
EXISTING GRADE AS
SHOWN ON PROFILE
EXISTING GRADE AS
SHOWN ON PROFILE
±1%
±1%
EXISTING GROUND
NOT TO SCALE
41
EXISTING GROUND
ETW6
41
EXISTING TAXIWAY 'B' - SECTION
NORTH SECTION
NOT TO SCALE
41
Scale: AS NOTED
25'
℄ EXISTING
Project No.: 27986
25'
Issue Date: MAY 15
25'
25'
℄ EXISTING
50'
RUNWAY 6/24
50'
50'
24'
25'
25'
12'
12'
℄ EXISTING
℄ EXISTING EAST
TAXIWAY 'A'
ACCESS ROAD
EXISTING GRADE AS
SHOWN ON PROFILE
EXISTING GRADE AS
SHOWN ON PROFILE
±1.25%
EXISTING GROUND
0%
0%
EXISTING GROUND
EXISTING ±X" ASPHALT CONCRETE
ETW11 EXISTING TAXIWAY 'A' - SECTION - 2
24 END
42
EAR3
42
NOT TO SCALE
EAST ACCESS ROAD - SECTION
NOT TO SCALE
12'
50'
25'
25'
℄ EXISTING
TAXIWAY 'A'
EXISTING GRADE AS
SHOWN ON PROFILE
0%
EXISTING ±4" ASPHALT CONCRETE
ETW10 EXISTING TAXIWAY 'A' - SECTION - 1
24 END
42
EAR2
42
FAA ACCESS ROAD - SECTION
NOT TO SCALE
Designed: DPF
NOT TO SCALE
Checked: TAS
0%
Drawn: RMH
EXISTING GROUND
±1.5%
EXISTING GROUND
±1%
±3%
EXISTING GRADE AS
SHOWN ON PROFILE
NOT TO SCALE
42
±2%
±2%
EXISTING GROUND
EXISTING ±X" ASPHALT CONCRETE
EAR1
42
WEST ACCESS ROAD - SECTION
NOT TO SCALE
42
Scale: AS NOTED
ACCESS ROAD
EXISTING GRADE AS
SHOWN ON PROFILE
Project No.: 27986
TAXIWAY 'A2'
EXISTING GROUND
12'
12'
℄ EXISTING WEST
Issue Date: MAY 15
25'
℄ EXISTING
25'
24'
RUNWAY 6/24
50'
℄ EXISTING
RUNWAY '6-24'
℄ EXISTING
RUNWAY '6-24'
250' RUNWAY SAFETY AREA
50'
50'
10'
10'
50'
50'
GRADE AS SHOWN
ON PROFILE
GRADE AS SHOWN
ON PROFILE
112"
±1.0%
±1.0%
112"
5.0%
5.0%
P-603 TACK COAT
4" P-401 ASPHALT SURFACE COURSE
8" P-401 ASPHALT BASE COURSE
(2 EQUAL LIFTS)
5.0%
UD1/2
83
UD1/2
83
P-603 TACK COAT
5.5" P-401 ASPHALT BASE COURSE
17.5" P-209 CRUSHED AGGREGATE
PRW3 PROPOSED RUNWAY 6-24 - SECTION
LINE 6-24
43
LINE 6-24
43
FROM STA. 101+35 TO STA. 123+00
NOT TO SCALE
FROM STA. 142+65 TO STA. 149+91
NOT TO SCALE
℄ EXISTING
RUNWAY '6-24'
℄ EXISTING
RUNWAY '6-24'
50'
10'
10'
50'
50'
GRADE AS SHOWN
ON PROFILE
GRADE AS SHOWN
ON PROFILE
112"
112"
5.0%
5.0%
5.0%
UD1/2
83
UD1/2
83
P-603 TACK COAT
±8" AGGREGATE BASE
P-603 TACK COAT
(2 EQUAL LIFTS)
LINE 6-24
43
NOT TO SCALE
FROM STA. 132+50 TO STA. 142+65
NOT TO SCALE
℄ EXISTING
RUNWAY '6-24'
℄ EXISTING
RUNWAY '6-24'
70'
70'
10'
10'
112"
112"
5.0%
5.0%
UD1/2
83
P-603 TACK COAT
LINE 6-24
43
STA. 149+91 TO STA. 153+28.5
NOT TO SCALE
10'
±25'
±1.0%
±1.0%
112"
5.0%
5.0%
UD1/2
83
50'
GRADE AS SHOWN
ON PROFILE
±1.5%
±1.5%
50'
GRADE AS SHOWN
ON PROFILE
112"
(2 EQUAL LIFTS)
±6" CONCRETE
±3" BITUMINOUS CONCRETE
LINE 6-24
43
10'
112"
±1.0%
±1.5%
Checked: TAS
5.0%
Drawn: RMH
±1.0%
±1.0%
Designed: DPF
112"
10'
P-603 TACK COAT
(2 EQUAL LIFTS)
±6.5" CONCRETE
PROPOSED RUNWAY 6-24 - SECTION
LINE 6-24
FROM STA. 123+00 TO STA. 132+50
NOT TO SCALE
43
Scale: AS NOTED
50'
Project No.: 27986
10'
Issue Date: MAY 15
±6.5" CONCRETE
112"
±1.5%
±1.5%
5.0%
112"
10'
RUNWAY 6/24
10'
℄ PROPOSED
TAXIWAY 'A3'
10'
24.7' MIN
25.3' MIN.
10'
GRADE AS SHOWN
ON PROFILE
112"
112"
±1.5% MAX.
±1.5% MAX.
5.0%
5.0%
UD1/2
83
UD1/2
83
P-603 TACK COAT
PTW3 PROPOSED TAXIWAY A - SECTION
LINE A3/B - FROM STA. 404+25 TO STA. 406+90.4
44
NOT TO SCALE
℄ PROPOSED
TAXIWAY 'A1',
'A2', 'A3', 'A4'
10'
30.6' MIN
30.6' MIN.
10'
GRADE AS SHOWN
ON PROFILE
112"
±1.5% MAX.
112"
±1.5% MAX.
5.0%
5.0%
Checked: TAS
UD1/2
83
UD1/2
83
P-603 TACK COAT
Drawn: RMH
PTW2 PROPOSED TAXIWAY A - SECTION
LINE A1 - FROM STA. 600+24.3 TO STA. 603+25
44
10'
10'
12'
GRADE AS SHOWN
ON PROFILE
112"
±1.5%
10'
12'
GRADE AS SHOWN
ON PROFILE
112"
±1.5%
±2% MAX.
UD1/2
83
±2% MAX.
5.0%
5.0%
5.0%
5.0%
UD1/2
83
P-603 TACK COAT
2.5" ODOT ITEM 446 ASPHALT
CONCRETE INTERMEDIATE COURSE
1.5" ODOT ITEM 446 ASPHALT
CONCRETE SURFACE COURSE
PTW1
43
PROPOSED TAXIWAY A - SECTION
LINE A - FROM STA. 200+50 TO STA. 209+14.7
LINE A - FROM STA. 255+14.8 TO STA. 261+00.5
NOT TO SCALE
6" ODOT ITEM 304 AGGREGATE
PAR1
44
EAST/WEST ACCESS ROAD - SECTION
LINE A3/B - FROM STA. 404+25 TO STA. 406+90.4
NOT TO SCALE
44
Scale: AS NOTED
30.6' MIN.
Project No.: 27986
25'
10'
℄ PROPOSED
ACCESS ROAD
RUNWAY 6/24
℄ EXISTING
TAXIWAY 'A'
Designed: DPF
LINE A3/B - FROM STA. 400+24.5 TO STA. 403+25
NOT TO SCALE
Issue Date: MAY 15
PA
R
44 1
R=25'
24
'
LINE WAR
LINE A
'
R=25
PTW2
R=
'
MATCH LINE SHEET 46
44
85
Checked: TAS
250'
400'
LINE A1
PTW1
PRW3
43
43
KEYMAP
NOTES
LEGEND
1. SEE 56 FOR PAVING DETAILS.
2. REFER TO SHEETS 43 AND 44 FOR AIRFIELD TYPICAL SECTIONS.
45
46
47
48
50
49
3. THE CONTRACTOR SHALL OVERLAY THE RUNWAY IN A MANNER THAT WILL
PROVIDE NO MORE THAN TWO COLD LONGITUDINAL JOINTS ON EITHER SIDE OF
THE CENTERLINE.
4. THE CONTRACTOR SHALL CONSTRUCT THE TAXIWAY IN A MANNER THAT WILL
PROVIDE NO MORE THAN ONE COLD LONGITUDINAL JOINT ON EITHER SIDE OF
THE CENTERLINE.
5. EXISTING PAVEMENT EDGES ABUTTING NEW TAXIWAY PAVEMENT WILL BE
BRITTLE. THE CONTRACTOR SHALL PROTECT EXISTING PAVEMENT. ANY DAMAGE
TO EXISTING PAVEMENT SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.
THE CONTRACTOR PROPOSED REPAIRS SHALL BE SUBMITTED TO ENGINEER FOR
REVIEW AND APPROVAL BEFORE STARTING REPAIRS.
6. REFER TO SHEETS 112 TO 115 FOR EMAS INSTALLATION.
0
25
50
100
45
Project No.: 27986
PRW2
43
PRW1
RUNWAY 6/24
LINE 6-24
Issue Date: MAY 15
LOCALIZER
Scale: AS NOTED
Designed: DPF
140'
100'
Drawn: RMH
43
PTW2
44
44
LINE A2
45
46
47
48
50
49
THE CENTERLINE.
THE CENTERLINE.
0
25
50
100
46
Project No.: 27986
LEGEND
Issue Date: MAY 15
NOTES
KEYMAP
RUNWAY 6/24
LINE 6-24
Scale: AS NOTED
Designed: DPF
100'
Drawn: RMH
Checked: TAS
250'
400'
MATCH LINE SHEET 45
PTW2
MATCH LINE SHEET 47
LINE A
MATCH LINE SHEET 48
100'
Drawn: RMH
Checked: TAS
250'
400'
MATCH LINE SHEET 46
LINE A
45
46
47
48
50
49
THE CENTERLINE.
0
25
50
100
47
Scale: AS NOTED
Project No.: 27986
THE CENTERLINE.
Issue Date: MAY 15
LEGEND
NOTES
RUNWAY 6/24
KEYMAP
Designed: DPF
LINE 6-24
LINE A
PTW2
PTW2
MATCH LINE SHEET 49
44
250'
400'
MATCH LINE SHEET 47
44
100'
Drawn: RMH
Checked: TAS
LINE A3-B
43
MATCH LINE SHEET 50
KEYMAP
NOTES
LEGEND
45
46
47
48
50
49
THE CENTERLINE.
THE CENTERLINE.
0
25
50
100
48
Project No.: 27986
PRW5
LINE A3-B
43
PRW3
RUNWAY 6/24
44
Issue Date: MAY 15
PTW3
Scale: AS NOTED
Designed: DPF
LINE 6-24
PTW1
43
PAR1
44
LINE A
85
'
PTW2
R=
44
R=2
5'
LINE EAR
R=
25
400'
MATCH LINE SHEET 48
'
NOTES
LEGEND
45
46
47
48
50
49
THE CENTERLINE.
THE CENTERLINE.
0
25
50
100
49
Project No.: 27986
KEYMAP
Issue Date: MAY 15
43
PRW1
RUNWAY 6/24
LINE 6-24
Scale: AS NOTED
Designed: DPF
100'
Drawn: RMH
Checked: TAS
250'
LINE A4
MATCH LINE SHEET 48
45
46
47
48
50
49
THE CENTERLINE.
THE CENTERLINE.
0
25
50
100
50
Scale: AS NOTED
Project No.: 27986
LEGEND
Issue Date: MAY 15
NOTES
KEYMAP
RUNWAY 6/24
Designed: DPF
Drawn: RMH
Checked: TAS
LINE A3-B
LOCALIZER
PVI STA = STA:94+54.0
PVI STA = ELEV:875.63
END OF RUNWAY PAVEMENT
BEGIN OF EMAS SUPPORT PAVEMENT
STA:94+89.0
ELEV:876.11
C/L INTERSECTION TAXIWAY 'A1'
STA:100+25.5
ELEV:872.94
C/L INTERSECTION TAXIWAY 'A'
STA:95+14.0
ELEV:875.96
PROPOSED GRADE
RUNWAY 6 DISPLACED THRESHOLD
STA:98+06.8
ELEV:874.23
EXISTING GRADE
END OF EMAS SUPPORT PAVEMENT
MATCH EXISTING
STA:90+38.0
Checked: TAS
LINE 6-24 ℄ PROFILE STA. 89+00 TO STA. 101+00
Drawn: RMH
Project No.: 27986
Scale: AS NOTED
Designed: DPF
57
Issue Date: MAY 15
EVCS: 112+00.0
EVCE: 866.43
EXISTING GRADE
C/L INTERSECTION TAXIWAY 'A2'
STA:111+89.0
ELEV:866.47
RUNWAY 6/24
PROPOSED GRADE
BVCE: 867.79
LAST QUARTER OF RUNWAY
STA:108+64.5
ELEV:867.99
BVCS: 109+00.0
LOW POINT ELEV.=866.43
LOW POINT STA.=112+00.0
PVI STA=110+50.0
PVI ELEV.=866.90
A.D.=0.10
K=1078.22
LVC=300.00
EVCE: 865.16
EVCS: 122+50.0
BVCE: 865.34
PROPOSED GRADE
BVCS: 115+50.0
PVI STA=119+00.0
PVI ELEV.=864.25
A.D.=0.50
K=1224.28
LVC=700.00
EXISTING GRADE
Checked: TAS
Designed: DPF
Drawn: RMH
EVCE: 868.81
PROPOSED GRADE
58
Scale: AS NOTED
Project No.: 27986
LAST QUARTER OF RUNWAY
STA:136+15.5
ELEV:868.94
RUNWAY 6/24
EXISTING GRADE
Issue Date: MAY 15
C/L TAXIWAY 'A3' & 'B'
STA:133+90.0
ELEV:868.17
EVCS: 135+80.0
BVCE: 867.68
BVCS: 132+20.0
PVI STA=134+00.0
PVI ELEV.=868.15
A.D.=0.05
K=3342.81
LVC=360.00
RUNWAY 24 DISPLACED THRESHOLD
STA:144+89.0
ELEV:872.15
C/L TAXIWAY 'A4'
STA:143+99.8
ELEV:871.83
PROPOSED GRADE
EXISTING GRADE
Checked: TAS
Drawn: RMH
59
Scale: AS NOTED
Designed: DPF
RUNWAY 6/24
END PROFILE
MATCH EXISTING
STA:154+20.2
Project No.: 27986
PROPOSED GRADE
C/L TAXIWAY 'A'
STA:149+66.0
ELEV:873.91
Issue Date: MAY 15
EXISTING GRADE
PVI STA = STA:150+26.0
PVI STA = ELEV:874.00
PVI STA = 153+28.5
PVI ELEV = 871.33
PVI STA = 149+91.0
PVI ELEV = 874.00
PVI STA = 204+82.5
PVI ELEV = 869.86
PROPOSED GRADE
C/L TAXIWAY 'A1'
STA:208+60.7
ELEV:866.38
BEGIN PROFILE
C/L RUNWAY 6-24
STA:200+00.0
ELEV:875.96
END PROFILE
MATCH EXISTING
STA:209+14.7
EXISTING GRADE
LINE A ℄ PROFILE STA. 200+00 TO STA. 212+00
BEGIN PROFILE
MATCH EXISTING
STA:255+14.8
LINE A ℄ PROFILE STA. 254+00 TO STA. 261+50.5
Checked: TAS
60
Project No.: 27986
END PROFILE
C/L RUNWAY 6-24
STA:261+50.5
ELEV:873.91
Issue Date: MAY 15
PVI STA = 261+00.5
PVI ELEV = 873.16
LINE A CL PROFILE
PROPOSED GRADE
RUNWAY 6/24
EXISTING GRADE
Scale: AS NOTED
Designed: DPF
Drawn: RMH
EVCE: 873.15
EVCS: 260+99.8
BVCE: 872.43
BVCS: 260+39.8
PVI STA=260+69.8
PVI ELEV.=872.70
A.D.=0.05
K=99.26
LVC=60.00
PVI STA = 503+25.0
PVI ELEV = 865.97
EVCE: 872.36
BVCE: 871.15
BVCS: 602+49.3
EVCS: 603+19.3
HIGH POINT ELEV.=872.36
HIGH POINT STA.=603+19
PVI STA=602+84.3
PVI ELEV.=871.87
A.D.=0.06
K=105.02
LVC=70.00
EVCE: 867.93
EVCS: 600+93.3
BVCE: 866.42
BVCS: 600+03.3
PVI STA=600+48.3
PVI ELEV.=867.00
A.D.=0.09
K=114.10
LVC=90.00
PROPOSED GRADE
PROPOSED GRADE
PVI STA = 603+25.0
PVI ELEV = 872.44
BEGIN PROFILE
C/L TAXIWAY A
MATCH EXISTING
STA:500+24.8
END PROFILE
C/L RUNWAY 6-24
STA:603+75.0
ELEV:872.94
EXISTING GRADE
EXISTING GRADE
END PROFILE
C/L RUNWAY 6-24
STA:503+75.0
ELEV:866.47
BEGIN PROFILE
C/L TAXIWAY A
STA:600+00.0
ELEV:866.38
BEGIN PROFILE
MATCH EXISTING
STA:400+25.0
LINE A3-B ℄ PROFILE STA. 400+25 TO STA. 406+90.4
EXISTING GRADE
Checked: TAS
Designed: DPF
END PROFILE
C/L RUNWAY 6-24
STA:303+75.0
ELEV:871.83
LINE A4 ℄ PROFILE STA. 300+24.4 TO STA. 303+75
61
Scale: AS NOTED
C/L RUNWAY '6-24'
STA:403+75.0
ELEV:868.17
BEGIN PROFILE
MATCH EXISTING
STA:300+24.4
Project No.: 27986
EXISTING GRADE
LINE A1, A2, A3-B AND
A4 CL PROFILE
PVI STA = 303+25.0
PVI ELEV = 871.08
PVI STA = 406+82.5
PVI ELEV = 869.20
RUNWAY 6/24
PROPOSED GRADE
PROPOSED GRADE
PVI STA = 403+25.0
PVI ELEV = 867.45
Drawn: RMH
EVCE: 871.06
EVCS: 303+23.8
BVCS: 302+63.8
EVCE: 867.32
EVCS: 301+35.0
PVI STA=302+93.8
PVI ELEV.=870.61
A.D.=0.04
K=104.93
LVC=60.00
Issue Date: MAY 15
END PROFILE
MATCH EXISTING
STA:406+90.4
BVCE: 865.63
BVCS: 300+25.0
EVCE: 868.97
PVI STA=300+80.0
PVI ELEV.=866.18
A.D.=0.15
K=101.68
LVC=110.00
EVCS: 406+69.8
BVCE: 867.57
BVCS: 404+49.8
PVI STA=405+59.8
PVI ELEV.=866.99
A.D.=0.64
K=94.20
LVC=220.00
PVI STA = 404+25.0
PVI ELEV = 867.70
EVCE: 867.44
EVCS: 403+24.2
BVCE: 866.13
BVCS: 402+54.2
EVCE: 863.98
PVI STA=402+89.2
PVI ELEV.=866.88
A.D.=0.05
K=128.12
LVC=70.00
EVCS: 401+53.7
BVCE: 862.06
BVCS: 400+28.7
PVI STA=400+91.2
PVI ELEV.=862.65
A.D.=0.19
K=104.12
LVC=125.00
LINE A2 ℄ PROFILE STA. 500+25 TO STA. 503+75
BVCE: 869.99
LINE A1 ℄ PROFILE STA. 600+00 TO STA. 603+75.4
EVCE: 870.76
EVCS: 13+74.9
BVCE: 867.01
BVCS: 12+99.9
EVCE: 860.44
PVI STA=13+37.4
PVI ELEV.=870.01
A.D.=0.56
K=12.49
LVC=75.00
EVCS: 12+17.8
BVCS: 10+67.8
BVCE: 852.86
PVI STA=11+42.8
PVI ELEV.=854.43
A.D.=1.11
K=25.41
LVC=150.00
EVCE: 865.78
EVCS: 13+61.1
BVCE: 868.59
BVCS: 12+81.1
PVI STA=13+21.1
PVI ELEV.=868.39
A.D.=0.60
K=13.24
LVC=80.00
EXISTING GRADE
END PROFILE
EDGE OF TAXIWAY A
STA:13+77.1
ELEV:870.81
BEGIN PROFILE
EDGE OF TAXIWAY A
STA:10+00.0
ELEV:870.18
PROPOSED GRADE
PROPOSED GRADE
END PROFILE
MATCH EXISTING
STA:13+61.2
EXISTING GRADE
BEGIN PROFILE
MATCH EXISTING
STA:10+64.3
62
Scale: AS NOTED
Project No.: 27986
Issue Date: MAY 15
LINE EAR AND WAR CL PROFILE
Designed: DPF
Drawn: RMH
Checked: TAS
LINE WAR ℄ PROFILE STA. 10+64.3 TO STA. 13+77.1
RUNWAY 6/24
LINE EAR ℄ PROFILE STA. 10+00 TO STA. 13+61.2
Stream 2
No impact
HW-01
LINE WAR
LINE A
CO-02
RIM = 866.78
SWALE #2
LINE A1
Wetland T
0.91 acre impact
LINE A
12-4-15
CB-01
RIM = 865.67
SWALE #1
MATCH LINE SHEET 52
CO-01
RIM = 870.22
Checked: TAS
LINE A1
Drawn: RMH
LINE 6-24
NOTES
1.
51
56
52
57
53
58
54
59
55
THE EXISTING CONDITIONS SHOWN ON THIS DRAWING ARE DERIVED FROM MULTIPLE AERIAL AND FIELD SURVEYS. PRIOR TO THE START OF
THE CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES IN THE EXISTING INFORMATION
REFLECTED IN THE PLANS.
2. UNDERGROUND UTILITIES ARE DEPICTED FROM AVAILABLE INFORMATION, BUT ARE NOT KNOWN TO BE ACCURATE OR COMPLETE. IF
ACTIVE UNDOCUMENTED UNDERGROUND UTILITIES ARE ENCOUNTERED DURING CONSTRUCTION, IMMEDIATELY NOTIFY THE ENGINEER.
3. STOCKPILE ALL TOPSOIL AND EMBANKMENT MATERIAL REMOVED IN AN ENGINEER APPROVED AREA. THE LIMITS OF THE STOCKPILE SHALL
BE SURROUNDED AND PROTECTED BY COMPOST FILTER SOCK TO PREVENT ILLICIT DISCHARGES OF SEDIMENT FROM EXITING THE
STOCKPILE AREA. A DETAIL OF THE COMPOST FILTER SOCK IS SHOWN ON SHEET 20.
4. THE CONTRACTOR SHALL SEED AND MULCH ALL DISTURBED AREAS AFTER FINAL GRADING AND UNDERDRAIN INSTALLATION IS COMPLETE.
5. THE PROPOSED CONTOUR LINES ARE THE RESULT OF AN ENGINEERED GRADING DESIGN AND REFLECT A PLANNED INTENT WITH REGARD
TO DRAINAGE AND MOVEMENT OF STORMWATER RUNOFF. THE CONTRACTOR SHALL CONTACT THE ENGINEER IF HE/SHE HAS ANY
QUESTIONS REGARDING THE INTENT OF THE DESIGN OR HAVE ANY PROBLEMS WITH THE CONTINUITY OF THE GRADES OR CONTOURS.
6. THE CONTRACTOR SHALL NOT DISTURB EXISTING VEGETATION UNLESS REQUIRED TO PERFORM A GRADING OPERATION.
7. THE LENGTH OF THE MODIFIED BIORETENTION CELL IS SHOWN IN THE DRAINAGE PLANS ON SHEETS 60 TO 68.
8. SWALE CL GRADES ARE SHOWN ON THE STORM PROFILES ON SHEETS 69 TO 74.
9. THERE SHALL BE NO SLOPE WITHIN THE RSA GREATER THAN 8:1 AT THE COMPLETION OF EACH NIGHT AND WEEKEND GRADING ACTIVITY
IN THE RSA.
10. IF ADDITIVE ALTERNATE BID #1 IS NOT AWARDED SEE THE CROSS SECTIONS FOR THE PROPOSED TRANSITION BACK TO EXISTING GRADE.
PROPOSED MANHOLE
PROPOSED CATCHBASIN
PROPOSED CLEANOUT
PROPOSED TAXIWAY LIGHT
PROPOSED RUNWAY LIGHT
RUNWAY SAFETY AREA
0
25
50
100
ADDITIVE ALTERNATE BID #1 LIMITS
51
Scale: AS NOTED
PROPOSED HEADWALL
Project No.: 27986
MATCH LINE SHEET 56
KEYMAP
Issue Date: MAY 15
LEGEND
GRADING PLAN - 1
Wetland F
0.21 acre impact
RUNWAY 6/24
Designed: DPF
LINE 6-24
Stream 2
No impact
LINE A
SWALE #3
MATCH LINE SHEET 53
MATCH LINE SHEET 51
SWALE #2
CB-13
RIM = 860.70
51
56
52
57
53
58
54
59
55
NOTES
PROPOSED MANHOLE
1.
PROPOSED CATCHBASIN
IN THE RSA.
PROPOSED CLEANOUT
RUNWAY SAFETY AREA
0
25
50
100
52
Project No.: 27986
PROPOSED HEADWALL
Issue Date: MAY 15
KEYMAP
GRADING PLAN - 2
LEGEND
MATCH LINE SHEET 57
RUNWAY 6/24
LINE 6-24
Scale: AS NOTED
Designed: DPF
Drawn: RMH
Checked: TAS
LINE A2
12-4-15
CB-12
RIM = 860.70
Ditch 5
No Impact
LINE A
SWALE #3
CB-20
RIM = 858.47
CB-19
RIM = 858.47
Drawn: RMH
Checked: TAS
CB-17
RIM = 858.47
12-4-15
CB-21
RIM = 858.47
MATCH LINE SHEET 54
51
56
52
57
53
58
54
59
55
NOTES
PROPOSED MANHOLE
1.
PROPOSED CATCHBASIN
IN THE RSA.
PROPOSED CLEANOUT
RUNWAY SAFETY AREA
0
25
50
100
53
Scale: AS NOTED
PROPOSED HEADWALL
Project No.: 27986
KEYMAP
Issue Date: MAY 15
LEGEND
MATCH LINE SHEET 58
GRADING PLAN - 3
Designed: DPF
LINE 6-24
RUNWAY 6/24
MATCH LINE SHEET 52
CB-18
RIM = 858.47
Stream 3
No Impact
Wetland U
No Impact
LINE A
CO-05
RIM = 862.17
CB-15
RIM = 860.47
CO-03
RIM = 861.05
12-4-15
SWALE #4
MATCH LINE SHEET 55
MATCH LINE SHEET 53
SWALE #3
CO-04
RIM = 861.21
CB-16
RIM = 860.47
MH-06
RIM = 860.54
Drawn: RMH
Checked: TAS
LINE A3-B
51
56
52
57
53
58
54
59
55
NOTES
PROPOSED MANHOLE
1.
PROPOSED CATCHBASIN
IN THE RSA.
PROPOSED CLEANOUT
RUNWAY SAFETY AREA
0
25
50
100
54
Scale: AS NOTED
Project No.: 27986
PROPOSED HEADWALL
Issue Date: MAY 15
KEYMAP
GRADING PLAN - 4
LEGEND
MATCH LINE SHEET 59
RUNWAY 6/24
Designed: DPF
LINE 6-24
Stream 3
No Impact
Stream 9
No Impact
Stream 5
No Impact
LINE A
12-4-15
SWALE #5
NOTES
1.
51
56
52
57
53
58
54
59
55
IN THE RSA.
PROPOSED MANHOLE
PROPOSED CATCHBASIN
PROPOSED CLEANOUT
RUNWAY SAFETY AREA
0
25
50
100
55
Scale: AS NOTED
Project No.: 27986
PROPOSED HEADWALL
KEYMAP
Issue Date: MAY 15
LEGEND
GRADING PLAN - 5
Designed: DPF
Drawn: RMH
Checked: TAS
LINE A4
RUNWAY 6/24
MATCH LINE SHEET 54
CB-14
RIM = 863.67
CO-06
RIM = 865.50
MATCH LINE SHEET 51
Wetland T
0.91 acre impact
CB-11
RIM = 864.79
9
SWALE #6
CO-08
RIM = 870.19
MH-05
RIM = 871.38
CB-02
RIM = 869.10
8
SWALE
SW
W
#7
CO-07
RIM = 868.53
Wetland F
0.21 acre impact
Wetland G
0.57 acre impact
12-4-15
MATCH LINE SHEET 57
Ditch 2
381ft impact
1.
51
56
52
57
53
58
54
59
55
IN THE RSA.
PROPOSED MANHOLE
PROPOSED CATCHBASIN
PROPOSED CLEANOUT
RUNWAY SAFETY AREA
0
25
50
100
56
Scale: AS NOTED
Project No.: 27986
NOTES
Issue Date: MAY 15
PROPOSED HEADWALL
KEYMAP
GRADING PLAN - 6
LEGEND
RUNWAY 6/24
Designed: DPF
Drawn: RMH
Checked: TAS
Wetland E, no impact
MATCH LINE SHEET 52
Wetland H
0.03 acre impact
CO-09
RIM = 867.35
CB-03
RIM = 865.92
CB-04
RIM = 862.98
SWALE #7
CB-05
RIM = 861.22
MH-01
RIM = 861.31
Wetland G
0.57 acre impact
12-4-15
MATCH LINE SHEET 58
MATCH LINE SHEET 56
Ditch 4
295ft impact
1.
51
56
52
57
53
58
54
59
55
IN THE RSA.
PROPOSED MANHOLE
PROPOSED CATCHBASIN
PROPOSED CLEANOUT
RUNWAY SAFETY AREA
0
25
50
100
57
Scale: AS NOTED
Project No.: 27986
NOTES
Issue Date: MAY 15
PROPOSED HEADWALL
KEYMAP
GRADING PLAN - 7
LEGEND
RUNWAY 6/24
Designed: DPF
Drawn: RMH
Checked: TAS
Ditch 3
144ft impact
MATCH LINE SHEET 53
CB-07
RIM = 860.13
SWALE #7
CB-06
RIM = 860.42
CB-08
RIM = 861.25
MH-04
RIM = 861.33
MH-03
RIM = 860.21
MH-02
RIM = 860.51
FAA F-420 WIND EQUIPMENT
SEE NAVAID PLANS
Checked: TAS
Wetland J
0.02 acre impact
12-4-15
MATCH LINE SHEET 59
MATCH LINE SHEET 57
Wetland K
0.35 acre impact
51
56
52
57
53
58
54
59
55
PROPOSED MANHOLE
1.
PROPOSED CATCHBASIN
IN THE RSA.
PROPOSED CLEANOUT
RUNWAY SAFETY AREA
0
25
50
100
58
Scale: AS NOTED
Project No.: 27986
NOTES
Issue Date: MAY 15
PROPOSED HEADWALL
KEYMAP
GRADING PLAN - 8
LEGEND
RUNWAY 6/24
Designed: DPF
Drawn: RMH
Wetland I
0.01 acre impact
MATCH LINE SHEET 54
CB-09
RIM = 862.67
SWALE #7
CO-10
RIM = 863.29
1.
51
56
52
57
53
58
54
59
55
IN THE RSA.
PROPOSED MANHOLE
PROPOSED CATCHBASIN
PROPOSED CLEANOUT
RUNWAY SAFETY AREA
0
25
50
100
59
Scale: AS NOTED
Project No.: 27986
NOTES
Issue Date: MAY 15
PROPOSED HEADWALL
KEYMAP
GRADING PLAN - 9
LEGEND
RUNWAY 6/24
Designed: DPF
Drawn: RMH
Checked: TAS
12-4-15
MATCH LINE SHEET 58
Stream 4
459ft impact
MATCH LINE SHEET 53
LINE A3
2.
3.
50
51
52
53
55
54
4.
5.
6.
7.
UNDERGROUND UTILITIES ARE DEPICTED FROM AVAILABLE INFORMATION, BUT ARE NOT KNOWN TO BE ACCURATE OR COMPLETE. IF
STOCKPILE ALL TOPSOIL AND EMBANKMENT MATERIAL REMOVED IN AN ENGINEER APPROVED AREA. THE LIMITS OF THE STOCKPILE SHALL
THE CONTRACTOR SHALL SEED AND MULCH ALL DISTURBED AREAS AFTER FINAL GRADING AND UNDERDRAIN INSTALLATION IS COMPLETE.
THE PROPOSED CONTOUR LINES ARE THE RESULT OF AN ENGINEERED GRADING DESIGN AND REFLECT A PLANNED INTENT WITH REGARD
TO DRAINAGE AND MOVEMENT OF STORMWATER RUNOFF. THE CONTRACTOR SHALL CONTACT THE ENGINEER IF HE HAS ANY QUESTIONS
REGARDING THE INTENT OF THE DESIGN OR HAVE ANY PROBLEMS WITH THE CONTINUITY OF THE GRADES OR CONTOURS.
THE CONTRACTOR SHALL NOT DISTURB EXISTING VEGETATION UNLESS REQUIRED TO PERFORM A GRADING OPERATION.
SEE SHEETS 56 - 62 FOR UNDERDRAIN PLANS.
N
UNDERDRAIN CLEANOUT
TAXIWAY LIGHT
RUNWAY LIGHT
RUNWAY SAFETY AREA
0
25
50
100
55
Scale: AS NOTED
Project No.: 27986
1.
Issue Date: JUNE 15
NOTES
GRADING PLAN - 9
LEGEND
KEYMAP
RUNWAY 6/24
PROJECT 2
Designed: DPF
Drawn: RMH
Checked: TAS
06-26-15
Stream 4
459ft impact
MATCH LINE SHEET 66
CB-09
RIM = 861.94
Wetland S
0.09 acre impact
MATCH LINE SHEET 72
MATCH LINE SHEET 70
Stream 4
459ft impact
CB-22
RIM = 864.32
CB-23
RIM = 863.03
Checked: TAS
Proposed Stream 4
Relocation, 1590 feet,
50ft buffer
2.
3.
63
64
65
66
67
68
69
70
71
72
4.
5.
6.
HEADWALL
MANHOLE
CATCHBASIN
TAXIWAY LIGHT
RUNWAY LIGHT
RUNWAY SAFETY AREA
0
25
50
100
71
Scale: AS NOTED
Project No.: 27986
1.
LEGEND
Issue Date: MAY 15
NOTES
GRADING PLAN - 9
KEYMAP
RUNWAY 6/24
Designed: DPF
Drawn: RMH
CB-24
RIM = 861.65
MATCH LINE SHEET 67
Proposed Stream 4
Relocation, 1590 feet,
50ft buffer
HW-03
RIM = 861.61
HW-02
RIM = 860.24
1.
2.
3.
63
64
65
66
67
68
69
70
71
72
4.
5.
6.
HEADWALL
MANHOLE
CATCHBASIN
TAXIWAY LIGHT
RUNWAY LIGHT
RUNWAY SAFETY AREA
0
25
50
100
72
Scale: AS NOTED
LEGEND
Project No.: 27986
NOTES
Issue Date: MAY 15
KEYMAP
GRADING PLAN - 10
Designed: DPF
Drawn: RMH
Checked: TAS
CB-25
RIM = 865.93
RUNWAY 6/24
MATCH LINE SHEET 71
Stream 7
No Impact
12-4-15
40'
Drawn: RMH
Checked: TAS
300'
MATCH LINE SHEET 61
SWP-6
21
2.
60
61
62
63
65
66
67
68
64
3.
4.
5.
6.
7.
8.
CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES IN THE EXISTING INFORMATION
SEE DEMOLITION SHEETS 26 - 33 FOR SEWER STRUCTURE DATA.
SEE SHEETS 75 - 78 FOR DRAINAGE DETAILS.
THE INSTALLATION OF THE UNDERDRAIN AND CLEANOUTS, AND THE COSTS ASSOCIATED WITH IT, SHALL BE CONSIDERED INCIDENTAL TO
THE CONSTRUCTION OF THE MODIFIED BIORETENTION CELL (SPECIFICATION MST-04).
THE STORM PIPE SHALL BE PAID PER PAY ITEMS D-701-5.1 THRU 5.5.
THE CATCH BASINS AND MANHOLES SHALL BE PAID PER PAY ITEMS D-751-5.1 THRU 5.4.
THE HEADWALL SHALL BE PAID PER PAY ITEM D-752-5.1.
HEADWALL
MANHOLE
CATCHBASIN
CLEANOUT
TAXIWAY LIGHT
RUNWAY LIGHT
RUNWAY SAFETY AREA
0
25
50
100
60
Scale: AS NOTED
Project No.: 27986
1.
Issue Date: MAY 15
NOTES
LEGEND
DRAINAGE PLAN - 1
MATCH LINE SHEET 65
KEYMAP
RUNWAY 6/24
Designed: DPF
LINE 6-24
2.
60
65
61
66
62
67
63
68
64
3.
4.
5.
6.
7.
8.
HEADWALL
MANHOLE
CATCHBASIN
CLEANOUT
TAXIWAY LIGHT
RUNWAY LIGHT
RUNWAY SAFETY AREA
0
25
50
100
61
Project No.: 27986
1.
Issue Date: MAY 15
NOTES
LEGEND
DRAINAGE PLAN - 2
MATCH LINE SHEET 66
KEYMAP
RUNWAY 6/24
LINE 6-24
Scale: AS NOTED
Designed: DPF
Drawn: RMH
Checked: TAS
12-4-15
MATCH LINE SHEET 62
MATCH LINE SHEET 60
PAPI ACCESS ROAD
12-4-15
MATCH LINE SHEET 63
MATCH LINE SHEET 61
Drawn: RMH
Checked: TAS
ABANDONED STORM
SEWER
60
65
61
66
62
67
63
68
64
6.
7.
8.
HEADWALL
MANHOLE
CATCHBASIN
CLEANOUT
TAXIWAY LIGHT
RUNWAY LIGHT
RUNWAY SAFETY AREA
0
25
50
100
62
Scale: AS NOTED
Project No.: 27986
2.
3.
4.
5.
Issue Date: MAY 15
1.
DRAINAGE PLAN - 3
NOTES
LEGEND
RUNWAY 6/24
MATCH LINE SHEET 67
KEYMAP
Designed: DPF
LINE 6-24
144'
144'
12-4-15
113'
MATCH LINE SHEET 64
MATCH LINE SHEET 62
SWP-5
21
Drawn: RMH
Checked: TAS
SWP-6
21
2.
60
65
61
66
62
67
63
68
64
3.
4.
5.
6.
7.
8.
HEADWALL
MANHOLE
CATCHBASIN
CLEANOUT
TAXIWAY LIGHT
RUNWAY LIGHT
RUNWAY SAFETY AREA
0
25
50
100
63
Scale: AS NOTED
Project No.: 27986
1.
Issue Date: MAY 15
NOTES
LEGEND
DRAINAGE PLAN - 4
MATCH LINE SHEET 68
KEYMAP
RUNWAY 6/24
Designed: DPF
LINE 6-24
MATCH LINE SHEET 63
SWP-6
21
50'
2.
60
65
61
66
62
67
63
68
64
3.
4.
5.
6.
7.
8.
HEADWALL
MANHOLE
CATCHBASIN
CLEANOUT
TAXIWAY LIGHT
RUNWAY LIGHT
RUNWAY SAFETY AREA
0
25
50
100
64
Scale: AS NOTED
Project No.: 27986
1.
Issue Date: MAY 15
NOTES
DRAINAGE PLAN - 5
LEGEND
KEYMAP
RUNWAY 6/24
Designed: DPF
Drawn: RMH
Checked: TAS
12-4-15
DD-2
75
MATCH LINE SHEET 60
SWP-6
21
SWP-6
21
269'
2.
60
61
62
63
65
66
67
68
64
3.
4.
5.
6.
7.
8.
HEADWALL
MANHOLE
CATCHBASIN
CLEANOUT
TAXIWAY LIGHT
RUNWAY LIGHT
RUNWAY SAFETY AREA
0
25
50
100
65
Scale: AS NOTED
Project No.: 27986
1.
LEGEND
Issue Date: MAY 15
NOTES
DRAINAGE PLAN - 6
KEYMAP
RUNWAY 6/24
Designed: DPF
Drawn: RMH
Checked: TAS
12-4-15
MATCH LINE SHEET 66
181'
MATCH LINE SHEET 61
SWP-6
21
2.
60
61
62
63
65
66
67
68
64
3.
4.
5.
6.
7.
8.
HEADWALL
MANHOLE
CATCHBASIN
CLEANOUT
TAXIWAY LIGHT
RUNWAY LIGHT
RUNWAY SAFETY AREA
0
25
50
100
66
Scale: AS NOTED
Project No.: 27986
1.
LEGEND
Issue Date: MAY 15
NOTES
DRAINAGE PLAN - 7
KEYMAP
RUNWAY 6/24
Designed: DPF
Drawn: RMH
Checked: TAS
12-4-15
MATCH LINE SHEET 67
MATCH LINE SHEET 65
240'
MATCH LINE SHEET 62
PROPOSED FAA F-420 WIND EQUIPMENT
SEE NAVAID PLANS
PROPOSED TELECOM DUCT BANK
SEE ELECTRIC PLANS
2.
60
61
62
63
65
66
67
68
64
3.
4.
5.
6.
7.
8.
HEADWALL
MANHOLE
CATCHBASIN
CLEANOUT
TAXIWAY LIGHT
RUNWAY LIGHT
RUNWAY SAFETY AREA
0
25
50
12-4-15
100
67
Scale: AS NOTED
Project No.: 27986
1.
LEGEND
Issue Date: MAY 15
NOTES
DRAINAGE PLAN - 8
KEYMAP
RUNWAY 6/24
Designed: DPF
Drawn: RMH
Checked: TAS
PROPOSED ELECTRIC DUCT BANK
SEE ELECTRIC PLANS
MATCH LINE SHEET 68
MATCH LINE SHEET 66
PROPOSED TELECOM DUCT BANK
SEE ELECTRIC PLANS
MATCH LINE SHEET 63
182'
2.
60
61
62
63
65
66
67
68
64
3.
4.
5.
6.
7.
8.
HEADWALL
MANHOLE
CATCHBASIN
CLEANOUT
TAXIWAY LIGHT
RUNWAY LIGHT
RUNWAY SAFETY AREA
0
25
50
100
68
Scale: AS NOTED
Project No.: 27986
1.
LEGEND
Issue Date: MAY 15
NOTES
DRAINAGE PLAN - 9
KEYMAP
RUNWAY 6/24
Designed: DPF
Drawn: RMH
Checked: TAS
12-4-15
MATCH LINE SHEET 67
SWP-6
21
0
25
50
100
5
HORIZONTAL
0
VERTICAL
BEGIN SWALE #7
EXISTING GRADE
12-4-15
PROPOSED GRADE
Designed: DPF
Drawn: RMH
Checked: TAS
DRAINAGE ℄ PROFILE FROM HEADWALL 1 TO CATCH BASIN 10
SWALE #7
EXISTING GRADE
-0.6%
BIORETENTION CELL
69
Scale: AS NOTED
Project No.: 27986
Issue Date: MAY 15
DRAINAGE PROFILE - 1
RUNWAY 6/24
PROPOSED GRADE
0
25
50
100
5
HORIZONTAL
0
VERTICAL
EXISTING GRADE
PROPOSED GRADE
SWALE #7
12-4-15
-0.1%
Designed: DPF
Drawn: RMH
Checked: TAS
EXISTING GRADE
SWALE #7
70
Project No.: 27986
Issue Date: MAY 15
BIORETENTION CELL
RUNWAY 6/24
0.3%
Scale: AS NOTED
PROPOSED GRADE
0
25
50
100
5
HORIZONTAL
0
VERTICAL
SWALE #1
PROPOSED GRADE
EXISTING GRADE
BIORETENTION CELL
-1.2%
BIORETENTION CELL
SWALE #2
-0.8%
12-4-15
PROPOSED GRADE
Designed: DPF
Drawn: RMH
Checked: TAS
DRAINAGE ℄ PROFILE FROM CLEANOUT 1 TO CATCH BASIN 13
EXISTING GRADE
DRAINAGE ℄ PROFILE FROM CLEANOUT 1 TO CATCH BASIN 13
71
Project No.: 27986
Issue Date: MAY 15
PROPOSED GRADE
-0.5%
0.5%
RUNWAY 6/24
-0.8%
Scale: AS NOTED
SWALE #2
0
25
50
100
5
HORIZONTAL
0
VERTICAL
EXISTING GRADE
SWALE #7
PROPOSED GRADE
-0.6%
SWALE #6
1.5%
BIORETENTION CELL
12-4-15
BIORETENTION CELL
Designed: DPF
Drawn: RMH
Checked: TAS
DRAINAGE ℄ PROFILE FROM CATCH BASIN 11 TO CATCH BASIN 2
EXISTING GRADE
DRAINAGE ℄ PROFILE FROM MANHOLE 1 TO MANHOLE 4
72
Scale: AS NOTED
Project No.: 27986
Issue Date: MAY 15
RUNWAY 6/24
PROPOSED GRADE
0
25
50
100
5
HORIZONTAL
0
VERTICAL
EXISTING GRADE
SWALE #3
-0.5%
0.5%
0.5%
-0.5%
-0.5%
0.5%
12-4-15
PROPOSED GRADE
Designed: DPF
Drawn: RMH
Checked: TAS
SWALE #3
0.5%
PROPOSED GRADE
BIORETENTION CELL
73
Scale: AS NOTED
-0.5%
Project No.: 27986
0.5%
Issue Date: MAY 15
-0.5%
0.5%
RUNWAY 6/24
SWALE #4
EXISTING GRADE
0
25
50
100
5
HORIZONTAL
0
VERTICAL
SWALE #5
EXISTING GRADE
0.5%
0.5%
SWALE #4
-0.5%
1.2%
-0.5%
PROPOSED GRADE
BIORETENTION CELL
BIORETENTION CELL
BIORETENTION CELL
12-4-15
BIORETENTION CELL
74
Scale: AS NOTED
Project No.: 27986
Issue Date: MAY 15
RUNWAY 6/24
Designed: DPF
Drawn: RMH
Checked: TAS
PAVEMENT SECTION
PROPOSED GRADE (UNPAVED AREA)
DEPTH VARIES
SEE TYPICAL
SECTIONS
12" (MIN)
(UNPAVED
AREA)
ITEM P-209
ANCHOR BOLTS AT
APPROXIMATELY 1'-6"
CENTERS. PROVIDE AT
LEAST TWO BOLTS FOR
ALL CONDUIT SIZES.
NONSHRINK MORTAR
(ODOT 705.22)
PROPOSED STORM
SEWER (TYP)
TER
ME
DIA DIA
2:1
1" MAX.
2:1
H
6"
PIPE CL
DIA/2
NATIVE BACKFILL
EARTH
EXISTING CULVERT
OD
I.D.
AASHTO #57
AGGREGATE
PIPE
1" MIN.
COVER
DIA/2
(2' MIN.)
PIPE HANGER (TYP)
(SEE DETAIL THIS
SHEET)
*MAX TRENCH WIDTH PAY LIMIT
=PIPE OD + 1.0 FT FOR 24 IN. OR LESS
DD-2
75
* TRENCH WIDTH
OD = OUTSIDE DIAMETER
ID = INSIDE DIAMETER
NOT TO SCALE
NOTE
CONTINUOUS MDPE
FILLET WELD
DIAMETER OF HOLE IN EXISTING PIPE SHALL NOT EXCEED O.D. OF
PROPOSED PIPE + 3". A HOLE SAW SHALL BE USED TO CORE EXISTING PIPE.
BREAK-IN OR KNOCK-IN HOLES ARE PROHIBITED. PROPOSED PIPE SHALL
NOT EXTEND MORE THAN 4" INTO EXISTING STORM SEWER. DEBRIS IN
EXISTING PIPE SHALL BE REMOVED PRIOR TO THE INSTALLATION OF
PROPOSED SEWER. CONNECTION BETWEEN EXISTING AND PROPOSED
SEWER SHALL BE WATER TIGHT. PROPOSED PIPE SHALL BE ANCHORED TO
PROPOSED CONCRETE CRADLE.
DD-1 TYPICAL TRENCH DETAIL
75
CLASS B BEDDING
NOT TO SCALE
18" MIN. - 24" MAX.
P-610 CONCRETE
FLANGE WITH BEVELED EDGE
LEADING TO INSIDE DIAMETER
CONTINUOUS MDPE
LAP WELD
1 1/2"
℄
BEVELED EDGE (45°)
MACHINE ROUTED
4"
D
STORM SEWER
TO BE ABANDONED
ROUTE OUT SMOOTH SURFACE
BETWEEN INNER LINER AND
PLATE. MDPE FILLET WELD I.D.
LINER TO PLATE. SCRAPE WELD
TO PROVIDE SMOOTH SURFACE
TRANSITION FROM BEVELED
EDGE TO INNER LINER.
GALVANIZED
STEEL
NOTE
C
PROPERLY DRAIN PIPE PRIOR TO ABANDONMENT
DD-3 CAP AND PLUG DETAIL
NOT TO SCALE
75
"
16
3/ P.
TY
HDPE SMOOTH WALL CYLINDER
VARIOUS THICKNESS SEE TABLE (T)
* SEE NOTE
10'
1" .
N
MI
D
T
W
H
18 IN.
6.00 IN.
0.75 IN.
1.50 IN.
22.57 IN.
0.25 IN.
3 FT.
3.25 FT.
36 IN.
10.00 IN.
1.50 IN.
3.00 IN.
45.00 in.
0.38 IN.
6 FT.
4 FT.
54 IN.
12.00 IN.
2.50 IN.
5.00 IN.
74.50 IN.
0.38 IN.
9.25 FT.
4.75 FT.
UNDERDRAIN NOTES
1.
6" 45° ELBOW
3"
1'
P-153 CONCRETE
6" UNDERDRAIN PIPE
6" UNDERDRAIN PIPE IS PERFORATED.
2.
6" UNDERDRAIN OUTLET PIPE IS SOLID.
3.
CONTRACTOR SHALL PROTECT UNDERDRAIN AND CLEANOUT PIPES DURING CONSTRUCTION FROM
PRODUCTS ENTERING THE PIPES.
4.
CONTRACTOR SHALL VERIFY CLEANOUT LIDS ARE INSTALLED AND PROPERLY REMOVABLE.
5.
CONTRACTOR SHALL VERIFY CLEANOUT PIPES ARE CONNECTED TO UNDERDRAIN PIPES WITHOUT GAPS
AND EXTEND TO THE CLEANOUT.
6.
CONTRACTOR SHALL VERIFY CLEANOUT PIPES ARE SLOPED ALONG SECTIONS OF UNDERDRAINS TO
PERMIT CLEANING ALL SECTIONS OF THE UNDERDRAIN.
7.
CONTRACTOR SHALL JET CLEAN UNDERDRAINS FROM CLEANOUTS.
8.
CONTRACTOR SHALL INSPECT AND CORRECT LOW POINTS IN UNDERDRAIN PIPES.
6" OUTLET PIPE WITHIN LIMITS OF SONOTUBE
UNDERDRAIN CLEAN-OUT DETAIL - TYPE 1
NOT TO SCALE
THIS DRAWING IS FOR CAST-IN-PLACE HALF-HEIGHT CONCRETE HEADWALLS. WHEN FURNISHING
PRECAST HALF-HEIGHT HEADWALLS, CONFORM TO PRE-APPROVED DESIGNS ON FILE WITH
THE OHIO DEPARTMENT OF TRANSPOTATION. IF ANCHOR BOLTS ARE TO BE USED WITH A
PRECAST HEADWALL, FILL THE ANCHOR CABLE OPENINGS WITH GROUT.
CONCRETE: CONFORM TO THE SPECIFICATION REQUIREMENTS OF P-610 AND D-752.
IMPROVED INLET FOR HDPE: FURNISH IMPROVED INLET AT UPSTREAM END OF CULVERTS
AND OPEN-ENDED STORM SEWERS USING PLASTIC PIPE.
USE HDPE SMOOTH CAP AND FLANGE MATERIALS ACCORDING TO ASTM D 3350 345464C.
HW-1 HALF-HEIGHT HEADWALL DETAIL
FOR CORRUGATED METAL PIPE AND PLASTIC PIPE
75
NOT TO SCALE
75
Scale: AS NOTED
NOTES
Project No.: 27986
DEPTH VARIES
DRAINAGE PLANS
C
6" OUTLET PIPE
18" DIA. SONOTUBE
UD-1
75
B
NOT TO SCALE
2' OF PLANTING SOIL COMPACTED
TO PROVIDE A PERMEABILITY OF
1.5 FEET PER DAY
(SEE MODIFIED BIORETENTION
CELL SPECIFICATION FOR THE
ATTRIBUTES OF THE PLANTING
SOIL)
12" OF AASHTO #57 STONE WITH A
6" PERFORATED UNDERDRAIN PIPE
ALONG THE CENTERLINE OF THE
A
PIPE SIZE (DIA)
PIPE HANGER DETAIL
Drawn: RMH
6" OF TOPSOIL
HDPE IMPROVED INLET
1"
*NOTE:
CONTRACTOR SHALL
SIZE HANGER AS
REQUIRED BY PIPE
SIZE AND CLASS OR
AS DIRECTED BY THE
ENGINEER.
Designed: DPF
NEENAH CASTING R-6014 OR
APPROVED EQUAL
FINISHED GRADE
2' OF AASHTO #57 STONE
B
Checked: TAS
A
REMOVE SONOTUBE
TO 1/2" BELOW GRADE,
AND SEAL (TYP.)
Issue Date: MAY 15
TRENCH EXCAVATION AND BACKFILL IS
INCIDENTAL TO PIPE INSTALLATION.
CONNECT PROPOSED PIPE TO CULVERT DETAIL
=PIPE OD + 2.0 FT. FOR PIPES GREATER
THEN 48 IN.
CIRCULAR
SECTION
6"
(MIN)
6"
(MIN)
RUNWAY 6/24
=PIPE OD + 1.5 FT FOR PIPES GREATER
THEN 24 IN. UP TO 48 IN.
12-4-15
6"
NOTES
20
Scale
0
20
Feet
40
60% PRELIMINARY - NOT FOR CONSTRUCTION
ENGINEERED ARRESTING SYSTEMS CORPORATION
2239 High Hill Road
Logan Township, NJ 08085
Phone 856.241.8620
Fax 856.241.8621
Issue Date: MAY 15
Project No.: 27986
Scale: AS NOTED
RUNWAY 24 DEPARTURE END
EMAS PLAN
RUNWAY 6/24
Designed: MAH
Drawn: MAH
Checked: JBB
ANCHOR BEAM & BLOCK PROFILE SECTION
SCALE: AS SHOWN
SECTION B
SCALE: AS SHOWN
2239 High Hill Road
Phone 856.241.8620
Fax 856.241.8621
Scale: AS NOTED
Project No.: 27986
SCALE: NTS
Issue Date: MAY 15
CONCRETE ANCHOR BEAM & BLOCK LAYOUT
EMAS PROFILE AND SECTION
1
RUNWAY 6/24
Designed: MAH
Drawn: MAH
B
Checked: JBB
A
ANCHOR BEAM & BLOCK PROFILE SECTION
SCALE: AS SHOWN
SECTION B
SCALE: AS SHOWN
2239 High Hill Road
Phone 856.241.8620
Fax 856.241.8621
Scale: AS NOTED
Project No.: 27986
SCALE: NTS
Issue Date: MAY 15
CONCRETE ANCHOR BEAM & BLOCK LAYOUT
EMAS PROFILE AND SECTION
1
RUNWAY 6/24
Designed: MAH
Drawn: MAH
B
Checked: JBB
A
3
SCALE: NTS
CONCRETE ANCHOR BEAM DETAIL SECTION
SCALE: NTS
SCALE: NTS
5
SCALE: NTS
6
STEP BLOCK COATINGS
SCALE: NTS
2239 High Hill Road
Phone 856.241.8620
Fax 856.241.8621
Scale: AS NOTED
Project No.: 27986
TYPICAL SEAM SEAL JOINT
Issue Date: MAY 15
TYPICAL DEBRIS DEFLECTOR ASSEMBLY
EMAS DETAILS
4
RUNWAY 6/24
Designed: MAH
Drawn: MAH
Checked: JBB
2
CONCRETE ANCHOR BEAM REBAR DETAIL
0
25
50
890
100
5
HORIZONTAL
0
VERTICAL
880
Wetland T
EXISTING GRADE
UNCLASSIFIED EXCAVATION
ADDITIVE ALTERNATE BID #1
PROPOSED GRADE
(BASE BID)
PROPOSED GRADE
(BASE BID)
870
PROPOSED GRADE
(ADDITIVE ALT BID #1)
860
6" PROP. STORM CONDUIT
EXIST ELEC. CONDUIT
-350
-300
-250
-200
-150
-100
-50
0
50
100
150
200
250
300
350
400
450
500
550
600
12-4-15
-400
EG: 870.1
850
-450
PG: 871.20
Drawn: DRD
Checked: TAS
890
880
Designed: DPF
EXISTING GRADE
PROPOSED GRADE
(BASE BID)
-400
-350
-300
-250
-200
-150
-100
-50
0
EG: 870.4
850
-450
PG: 870.52
50
100
150
200
250
300
350
400
450
500
550
600
92
Scale: AS NOTED
Project No.: 27986
EXIST ELEC. CONDUIT
Issue Date: MAY 15
860
CROSS SECTION - 3
PROPOSED GRADE
RUNWAY 6/24
PROPOSED GRADE
(BASE BID)
870
0
25
50
890
100
5
HORIZONTAL
0
VERTICAL
Wetland F
EXISTING GRADE
880
PROPOSED GRADE
(BASE BID)
EXIST RUNWAY '6-24' PAVEMENT SECTION
EXIST TAXIWAY 'A8' PAVEMENT SECTION
(TO REMAIN)
870
PROPOSED GRADE
EXIST ELEC. CONDUIT
EXIST ELEC. CONDUIT
EXIST ELEC. CONDUIT
EXIST ELEC. CONDUIT
860
EXIST ELEC. CONDUIT
-300
-250
-200
-150
-100
-50
0
50
100
150
200
250
300
350
400
450
500
550
600
12-4-15
-350
EG: 872.0
-400
PG:
850
-450
Drawn: DRD
Checked: TAS
890
EXISTING GRADE
880
Designed: DPF
EXIST BLAST PAD PAVEMENT SECTION
(TO BE REMOVED)
PROPOSED GRADE
(BASE BID)
(TO REMAIN)
EXIST ELEC. CONDUIT
860
EXIST ELEC. CONDUIT
-350
-300
-250
-200
-150
-100
-50
0
EG: 872.5
-400
50
PG:
850
-450
100
150
200
250
300
350
400
450
500
550
600
101
Scale: AS NOTED
Project No.: 27986
EXIST ELEC. CONDUIT
Issue Date: MAY 15
PROPOSED GRADE
EXIST ELEC. CONDUIT
CROSS SECTION - 12
EXIST ELEC. CONDUIT
RUNWAY 6/24
870
0
25
50
890
100
5
HORIZONTAL
0
VERTICAL
880
EXISTING GRADE
PROPOSED GRADE
(BASE BID)
870
PROPOSED GRADE
(BASE BID)
EXIST ELEC. CONDUIT
EXIST ELEC. CONDUIT
860
EXIST ELEC. CONDUIT
PROPOSED GRADE
EXIST 44" STORM CONDUIT
EXIST ELEC. CONDUIT
18" EXIST STORM CONDUIT
(TO BE ABANDONED)
-300
-250
-200
-150
-100
-50
0
50
100
150
200
250
300
350
400
450
500
550
600
12-4-15
-350
EG: 865.4
-400
PG:
850
-450
Drawn: DRD
Checked: TAS
890
Designed: DPF
880
EXISTING GRADE
Wetland G
EXIST ELEC. CONDUIT
PROPOSED GRADE
EXIST ELEC. CONDUIT
(ABANDONED)
EXIST ELEC. CONDUIT
EXIST 44" STORM CONDUIT
-350
-300
-250
-200
-150
-100
-50
0
EG: 865.4
-400
50
PG:
850
-450
100
150
200
250
300
350
400
450
500
550
600
113
Scale: AS NOTED
Project No.: 27986
EXIST ELEC. CONDUIT
860
Issue Date: MAY 15
CROSS SECTION - 24
PROPOSED GRADE
(BASE BID)
RUNWAY 6/24
PROPOSED GRADE
(BASE BID)
870
0
25
50
890
100
5
HORIZONTAL
0
VERTICAL
880
EXISTING GRADE
Wetland H
PROPOSED GRADE
(BASE BID)
PROPOSED GRADE
(BASE BID)
870
(TO BE REMOVED)
EXIST ELEC. CONDUIT
860
EXIST ELEC. CONDUIT
PROPOSED GRADE
PROP. ELEC. CONDUIT
EXIST ELEC. CONDUIT
EXIST ELEC. CONDUIT
(ABANDONED)
-300
-250
-200
-150
-100
-50
0
50
100
150
200
250
300
350
400
450
500
550
600
12-4-15
-350
EG: 864.4
-400
PG:
850
-450
880
Drawn: DRD
Checked: TAS
890
Designed: DPF
EXISTING GRADE
(TO BE REMOVED)
PROP. ELEC. CONDUIT
PROPOSED GRADE
EXIST ELEC. CONDUIT
(ABANDONED)
EXIST ELEC. CONDUIT
-350
-300
-250
-200
-150
-100
-50
0
EG: 864.6
-400
50
PG:
850
-450
100
150
200
250
300
350
400
450
500
550
600
116
Scale: AS NOTED
Project No.: 27986
EXIST ELEC. CONDUIT
Issue Date: MAY 15
EXIST ELEC. CONDUIT
860
CROSS SECTION - 27
PROPOSED GRADE
(BASE BID)
RUNWAY 6/24
PROPOSED GRADE
(BASE BID)
870
0
25
50
890
100
5
HORIZONTAL
0
VERTICAL
880
Wetland I, J
PROPOSED GRADE
(BASE BID)
870
PROPOSED GRADE
(BASE BID)
EXISTING GRADE
860
EXIST ELEC. CONDUIT
PROPOSED GRADE
EXIST ELEC. CONDUIT
EXIST ELEC. CONDUIT
-300
-250
-200
-150
-100
-50
0
50
100
150
200
250
300
350
400
450
500
550
600
12-4-15
-350
EG: 863.5
-400
PG:
850
-450
Drawn: DRD
Checked: TAS
890
EXIST FAA CABLE
(TO BE REMOVED)
860
EXIST 36"x 27" ELLIPTICAL STORM
CONDUIT
(TO BE REMOVED)
EXIST ELEC. CONDUIT
-350
-300
-250
-200
-150
-100
-50
0
EG: 863.4
-400
(TO BE PLUGGED AND CAPPED)
(TO BE ABANDONED)
EXIST DRAINAGE STRUCTURE
(TO BE REMOVED)
850
-450
EXIST ELEC. CONDUIT
50
PG:
EXIST ELEC. CONDUIT
PROPOSED GRADE
(TO BE ABANDONED)
(TO BE REMOVED)
100
150
200
250
300
350
400
450
500
550
600
121
Project No.: 27986
CROSS SECTION - 32
PROPOSED GRADE
(BASE BID)
EXISTING GRADE
RUNWAY 6/24
PROPOSED GRADE
(BASE BID)
Issue Date: MAY 15
870
Scale: AS NOTED
Designed: DPF
880
0
25
50
890
100
5
HORIZONTAL
0
VERTICAL
880
Wetland K
EXISTING GRADE
PROPOSED GRADE
(BASE BID)
870
PROP. TELEPHONE STRUCTURE
PROPOSED GRADE
(BASE BID)
PROP. ELEC. CONDUIT
EXIST ELEC. CONDUIT
860
PROPOSED GRADE
EXIST ELEC. CONDUIT
EXIST ELEC. CONDUIT
EXIST ELEC. CONDUIT
EXIST ELEC. CONDUIT
EXIST ELEC. CONDUIT
(TO BE REMOVED)
-300
-250
-200
-150
-100
-50
0
50
100
150
200
250
300
350
400
450
500
550
600
12-4-15
-350
EG: 864.7
-400
PG:
850
-450
Drawn: DRD
Checked: TAS
890
Designed: DPF
880
EXISTING GRADE
PROPOSED GRADE
(BASE BID)
EXIST ELEC. CONDUIT
EXIST ELEC. CONDUIT
(TO BE REMOVED)
EXIST ELEC. CONDUIT
(TO BE LOWERED)
EXIST ELEC. CONDUIT
PROPOSED GRADE
PROP. ELEC. CONDUIT
EXIST ELEC. CONDUIT
EXIST ELEC. CONDUIT
-350
-300
-250
-200
-150
-100
-50
0
EG: 864.5
-400
50
PG:
850
-450
100
150
200
250
300
350
400
450
500
550
600
126
Scale: AS NOTED
Project No.: 27986
860
Issue Date: MAY 15
CROSS SECTION - 37
PROPOSED GRADE
(BASE BID)
RUNWAY 6/24
870
0
890
25
50
890
100
5
HORIZONTAL
0
VERTICAL
880
880
PROPOSED GRADE
(BASE BID)
870
870
EXISTING GRADE
EXISTING GRADE
PROPOSED GRADE
(BASE BID)
EXIST ELEC. CONDUIT
860
860
EXIST ELEC. CONDUIT
EXIST ELEC. CONDUIT
EXIST ELEC. CONDUIT
-200
-150
-100
-50
0
50
850
-450
-400
-350
-300
-250
-200
-150
-100
-50
0
890
880
880
PROPOSED GRADE
(BASE BID)
PROPOSED GRADE
(BASE BID)
EXIST ELEC. CONDUIT
EXIST ELEC. CONDUIT
(TO REMAIN)
-250
-200
-150
-100
-50
0
EG: 870.0
-300
50
PG:
-350
850
-450
-400
-350
-300
-250
-200
-150
-100
-50
0
EG: 870.2
-400
EXIST ELEC. CONDUIT
50
139
Scale: AS NOTED
Project No.: 27986
860
(TO BE ADJUSTED TO GRADE)
EXIST ELEC. CONDUIT
PG:
860
Issue Date: MAY 15
EXISTING GRADE
EXISTING GRADE
CROSS SECTION - 50
870
RUNWAY 6/24
870
850
-450
Designed: DPF
Drawn: DRD
Checked: TAS
890
50
12-4-15
-250
EG: 870.9
-300
PG:
-350
EG: 870.5
-400
PG:
850
-450
0
890
25
50
890
100
5
HORIZONTAL
0
VERTICAL
880
880
EXISTING GRADE
EXISTING GRADE
870
PROPOSED GRADE
(BASE BID)
870
PROPOSED GRADE
(BASE BID)
EXIST ELEC. CONDUIT
EXIST ELEC. CONDUIT
EXIST ELEC. CONDUIT
EXIST ELEC. CONDUIT
860
860
-200
-150
-100
-50
0
50
850
-450
-400
-350
-300
-250
-200
-150
-100
-50
0
890
880
880
Designed: DPF
Drawn: DRD
Checked: TAS
890
50
12-4-15
-250
EG: 872.5
-300
PG:
-350
EG: 872.1
-400
PG:
850
-450
PROPOSED GRADE
(BASE BID)
860
EXIST ELEC. CONDUIT
EXIST ELEC. CONDUIT
EXIST ELEC. CONDUIT
-250
-200
-150
-100
-50
0
50
850
-450
-400
-350
-300
-250
-200
-150
-100
-50
0
EG: 871.6
-300
50
PG:
-350
EG: 871.3
-400
PG:
850
-450
140
Project No.: 27986
EXIST ELEC. CONDUIT
860
CROSS SECTION - 51
EXISTING GRADE
RUNWAY 6/24
PROPOSED GRADE
(BASE BID)
Issue Date: MAY 15
870
Scale: AS NOTED
EXISTING GRADE
870

CUYAHOGA COUNTY AIRPORT RUNWAY 6/24 SAFETY AREA

Transcription

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