SW8110611_APPROVED PLANS_20171013

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 \\ D �D k 1
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
20k'1 \0 13
YYYYMMDD

1 I 2 1 3 4 5
AIRCRAFT MAINTENANCE HANGAR (P-526, P=651)
D IMCAS NEW RIVER
JACKSONVILLE, NORTH CAROLINA
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DESIGN PACKAGE 1 -CIVIL
INDEX OF DRAWINGS
SHEET
DRAWING
NAVFAC
SHEET TITLE
NUMBER
NAME
NUMBER
GENERAL
1
G-001
DESIGN PACKAGE 1 - CIVIL - TITLE SHEET
CIVIL
2
CD101
DEMOLITION PLAN - OVERALL
3
CD102
DEMOLITION PLAN - HANGAR SITE (WEST)
4
CD103
DEMOLITION PLAN - HANGAR SITE (EAST)
5
CD104
DEMOLITION PLAN - POV PARKING LOT
6
CD500
DEMOLITION DETAILS
7
CS101
SITE PLAN - OVERALL
8
CS102
SITE PLAN - HANGAR SITE (WEST)
(EAST)
9
CS103
SITE PLAN - HANGAR SITE
10
CS104
SITE PLAN - POV PARKING LOT
11
CGO01
PRE -DEVELOPMENT DRAINAGE AREA MAP
12
CGO02
POST DEVELOPEMENT DRAINAGE AREA MAP
13
CGO03
OVERALL DRAINAGE
14
CG101
GRADING AND DRAINAGE PLAN - OVERALL
15
CG102
GRADING AND DRAINAGE PLAN - HANGAR SITE (WEST)
(EAST)
16
CG103
GRADING AND DRAINAGE PLAN - HANGAR SITE
17
CG104
GRADING AND DRAINAGE PLAN - POV PARKING LOT
18
CG105
STORMWATER MANAGEMENT PLAN
19
CG105A
GRADING AND DRAINAGE PLAN - CLITFALL
20
CG500
DRAINAGE DETAILS
21
L101
PLANTING PLAN
S
TORM ill TER SUBMITTAL
OCTOBER 8,2008
RE -SUBMITTAL OCTOBER 28, 2008
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GENERAL NOTES
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1. EXISTING UTILITIES SHOWN ARE BASED ON HISTORIC DATA THAT WAS
VERIFIED, WHERE POSSIBLE, IN THE FIELD. THIS DOES NOT GUARANTEE
THE EXISTENCE OR NONEXISTENCE OF ADDITIONAL UTILITIES.
UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE AND SHALL BE
VERIFIED PRIOR TO CONSTRUCTION. VERIFY THE TIE-IN INVERTS PRIOR
TO THE CONSTRUCTION OF NEW UTILITIES. LOCATE UTILITIES IN THE
PROPOSED AREA OF WORK PRIOR TO THE START OF DEMOLITION
AND/OR CONSTRUCTION. REMOVE AND PROVIDE NEW UTILITIES DAMAGED
DURING CONSTRUCTION.
2. REMOVE AND PROVIDE NEW, WITH MATCHING MATERIALS, PAVEMENT,
WALKS OR CURBS THAT ARE DAMAGED DURING CONSTRUCTION.
3. MAINTAIN CLEAR, COMPLETE AND SAFE ACCESS FOR GOVERNMENT
AND CIVILIANS TO BUILDINGS AND PARKING AREAS SCHEDULED TO
REMAIN WITHIN OR ADJACENT TO THE LIMITS OF DEMOLITION.
4. VERIFY EQUIPMENT RELATED DIMENSIONS, DETAIL AND STRUCTURES
AND ADJUST FOR THE ACTUAL EQUIPMENT INSTALLED.
5. VERIFY IN THE FIELD THE EXACT LOCATION OF THE POINTS OF
CONNECTION BETWEEN NEW AND EXISTING UTILITY LINES.
6. INSPECT AIRFIELD PAVEMENTS WITHIN THE LIMITS OF CONSTRUCTION
AND THE VICINITY OF THE WORK AND IMMEDIATELY REMOVE DEBRIS.
MAINTAIN AIRFIELD PAVEMENTS FREE OF ANY DIRT OR DEBRIS FOR THE
ENTIRE DURATION OF THE WORK.
7. UTILIZE LAYDOWN AREA INDICATED ON CD101. PROVIDE TEMPORARY
CONSTRUCTION FENCING AS SHOWN ON SHEET CD500 AND SECURE
THESE AREAS. HAUL ROUTES FOR EQUIPMENT AND MATERIALS SHALL
BE COORDINATED AND APPROVED BY THE CONTRACTING OFFICER PRIOR
TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES.
8. CONTRACTOR SHALL CONSTRUCT VEHICLE ENTRANCE PER PHASE 1
AND PHASE 2 EROSION CONTROL PLANS. ALL ENTRANCES SHALL HAVE
PAD LOCKS WITH KEYS PROVIDED TO STATION SECURITY PERSONNEL.
9. REFER TO SHEET C101 FOR SURVEY INFORMATION.
LEGEND
- EXISTING BUILDING/STRUCTURE TO BE DEMOLISHED
- ASPHALT SURFACE TO BE REMOVED
- CONCRETE/CONCRETE WALKS TO BE REMOVED
- GRAVEL SURFACE TO BE REMOVED
- UTILITY SERVICE TO BE REMOVED
- FENCE TO BE REMOVED
uLLim miuuu��illmuui - PROJECT LIMITS
- LIMITS OF DISTURBANCE
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1. SEE ELECTRICAL PLANS FOR EXTENT OF ELECTRICAL, SITE LIGHTING
AND COMMUNICATIONS DEMOLITION (BUILDING PLANS).
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2. ALL ITEMS SHOWN TO BE DEMOLISHED OR REMOVED SHALL BE
DISPOSED OF BY THE CONTRACTOR, UNLESS OTHERWISE NOTED.
3. CONTRACTOR SHALL MAINTAIN CLEAR, COMPLETE AND SAFE ACCESS
FOR GOVERNMENT AND CIVILIANS TO ALL BUILDINGS THAT ARE
SCHEDULED TO REMAIN ADJACENT TO THE LIMITS OF DISTURBANCE.
4. ELECTRICAL WIRING FOR REMOVED LIGHT POLES TO BE DEMOLISHED
IN PLACE. RE-ROUTE AND CONNECT EXISTING LIGHTS WHICH REMAIN IN
PLACE. fL
5. LOCATION OF RELOCATED OIL TANK TO BE DETERMINED IN THE
FIELD BY USER GROUP AND CONTRACT OFFICER.
6. PROTECT EXISTING WATERLINE OR RELOCATE AS NECESSARY DURING
PROJECT TO KEEP LIVE.
7. ENSURE PROJECT LIMITS ARE SECURED WITH SECURITY FENCE OR
TEMPORARY CONSTRUCTION FENCE. AIRFIELD TO REMAIN SECURE FROM
OUTSIDE ACCESS AT ALL TIMES.
8. CONSTRUCT TEMPORARY VEHICLE ENTRANCE ON EXISTING SECURITY
FENCE DURING PHASE 1 (SEE CG106 AND CD500 FOR DETAIL).
CONSTRUCT TEMPORARY CONSTRUCTION FENCE AND GATES TO MEET
REQUIREMENTS OF NOTE 7 ABOVE. _.
SITE DEMOLITION KEY
01 DEMOLISH EXISTING BUILDING
( REMOVE CONCRETE PAVEMENT SECTION AND READJUST FOR GRADING
03 REMOVE CONCRETE SURFACE
® REMOVE GRAVEL SURFACE
�5 REMOVE ASPHALT PAVEMENT v"
© ELECTRICAL COMPONENT AND WIRING TO BE
RELOCATED (SEE ELECTRICAL SITE PLANS) WHITING -TURNER
07 REMOVE STORM STRUCTURE
® ADJUST GRATE ELEVATION; SEE DRAINAGE PLANS on 04Systems
90 REMOVE STORM DRAINAGE PIPING AF L000
0 RELOCATE OIL TANK (SEE NOTE 5)
REMOVE WATERLINE (SEE NOTE 6) ,.,��N 1cnR04
© REMOVE SECURITY FENCE
© REMOVE TEMPORARY STORAGE BIN _ 17 I2,
® SITE LIGHTING TO BE REMOVED (SEE NOTE 4)
Q REMOVE ABANDONED STEAM MANHOLE
© ELECTRICAL DUCTBANK TO BE REROUTED PER ED-101 10.7.04V
(BUILDING PLANS) DES RMI DRW JWP IATJ
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1. SEE ELECTRICAL PLANS FOR EXTENT OF ELECTRICAL, SITE LIGHTING
AND COMMUNICATIONS DEMOLITION.
2. ALL ITEMS SHOWN TO BE DEMOLISHED OR REMOVED SHALL BE
DISPOSED OF BY THE CONTRACTOR, UNLESS OTHERWISE NOTED.
3. CONTRACTOR SHALL MAINTAIN CLEAR, COMPLETE AND SAFE ACCESS
FOR GOVERNMENT AND CIVILIANS TO ALL BUILDINGS THAT ARE
SCHEDULED TO REMAIN ADJACENT TO THE LIMITS OF DISTURBANCE.
4. ELECTRICAL WIRING FOR REMOVED LIGHT POLES TO BE DEMOLISHED
IN PLACE. RE-ROUTE AND CONNECT EXISTING LIGHTS WHICH REMAIN IN
PLACE.
5. LOCATION OF RELOCATED OIL TANK TO BE DETERMINED IN THE
FIELD BY USER GROUP AND CONTRACT OFFICER.
6. PROTECT EXISTING WATERLINE OR RELOCATE AS NECESSARY DURING
PROJECT TO KEEP LIVE.
7. ENSURE PROJECT LIMITS ARE SECURED WITH SECURITY FENCE OR
TEMPORARY CONSTRUCTION FENCE. AIRFIELD TO REMAIN SECURE FROM
OUTSIDE ACCESS AT ALL TIMES.
8. CONSTRUCT TEMPORARY VEHICLE ENTRANCE ON EXISTING SECURITY
FENCE DURING PHASE 1 (SEE CG106 AND CD500 FOR DETAIL).
CONSTRUCT TEMPORARY CONSTRUCTION FENCE AND GATES TO MEET
REQUIREMENTS OF NOTE 7 ABOVE.
SITE DEMOLITION KEY
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© ELECTRICAL COMPONENT AND WIRING TO BE
RELOCATED (SEE ELECTRICAL SITE PLANS) WHITING -TURNER
07 REMOVE STORM STRUCTURE
® ADJUST GRATE ELEVATION; SEE DRAINAGE PLANS Systems
90 REMOVE STORM DRAINAGE PIPING AE LOCO
QO RELOCATE OIL TANK (SEE NOTE 5)
Q REMOVE WATERLINE (SEE NOTE 6)
1© REMOVE SECURITY FENCE
© REMOVE TEMPORARY STORAGE BIN _ 17 =o
® SITE LIGHTING TO BE REMOVED (SEE NOTE 4) ,may FNCINC
1© REMOVE ABANDONED STEAM MANHOLE
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1. SEE ELECTRICAL PLANS FOR EXTENT OF ELECTRICAL, SITE LIGHTING
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2. ALL ITEMS SHOWN TO BE DEMOLISHED OR REMOVED SHALL BE
DISPOSED OF BY THE CONTRACTOR, UNLESS OTHERWISE NOTED.
3. CONTRACTOR SHALL MAINTAIN CLEAR, COMPLETE AND SAFE ACCESS
FOR GOVERNMENT AND CIVILIANS TO ALL BUILDINGS THAT ARE
SCHEDULED TO REMAIN ADJACENT TO THE LIMITS OF DISTURBANCE.
4. ELECTRICAL WIRING FOR REMOVED LIGHT POLES TO BE DEMOLISHED
IN PLACE. RE-ROUTE AND CONNECT EXISTING LIGHTS WHICH REMAIN IN z
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5. LOCATION OF RELOCATED OIL TANK TO BE DETERMINED IN THE
FIELD BY USER GROUP AND CONTRACT OFFICER.
6. PROTECT EXISTING WATERLINE OR RELOCATE AS NECESSARY DURING
PROJECT TO KEEP LIVE.
7. ENSURE PROJECT LIMITS ARE SECURED WITH SECURITY FENCE OR
TEMPORARY CONSTRUCTION FENCE. AIRFIELD TO REMAIN SECURE FROM
OUTSIDE ACCESS AT ALL TIMES.
8. CONSTRUCT TEMPORARY VEHICLE ENTRANCE ON EXISTING SECURITY
FENCE DURING PHASE 1 (SEE CC106 AND CD500 FOR DETAIL).
CONSTRUCT TEMPORARY CONSTRUCTION FENCE AND GATES TO MEET
REQUIREMENTS OF NOTE 7 ABOVE. _
SITE DEMOLITION KEY
10 DEMOLISH EXISTING BUILDING NW FAC
20 REMOVE CONCRETE PAVEMENT SECTION AND READJUST FOR GRADING
03 REMOVE CONCRETE SURFACE
® REMOVE GRAVEL SURFACE
05 REMOVE ASPHALT PAVEMENT v"
© ELECTRICAL COMPONENT AND WIRING TO BE
RELOCATED (SEE ELECTRICAL SITE PLANS) WHITING -TURNER
07 REMOVE STORM STRUCTURE
0 ADJUST GRATE ELEVATION; SEE DRAINAGE PLANS Systems
0 REMOVE STORM DRAINAGE PIPING AE LOGO
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10 REMOVE WATERLINE (SEE NOTE 6)
17 REMOVE SECURITY FENCE
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® SITE LIGHTING TO BE REMOVED (SEE NOTE 4)
© REMOVE ABANDONED STEAM MANHOLE
© ELECTRICAL DUCTBANK TO BE REROUTED PER ED-101 or
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2. ALL DIMENSIONS ARE MEASURED IN RADII, TO EDGE OF
PAVEMENT, TO OUTSIDE FACE OF BUILDING, AND/OR TO
CENTERLINE UNLESS OTHERWISE INDICATED.
3. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR
ACTUAL DETAILS AND DIMENSIONS OF THE BUILDINGS.
4. EXISTING IMPROVEMENTS DAMAGED OR DESTROYED DURING
CONSTRUCTION SHALL BE REPLACED OR RESTORED TO THEIR
ORIGINAL CONDITION AND TO THE SATISFACTION OF THE OWNER.
5. INSTALL CROSSWALKS TO BE ALIGNED BETWEEN ADA
ACCESSIBLE WALKWAY RAMPS AND PERPENDICULAR TO THE DRIVE
LAN E.
6. ADA °H" SYMBOLS INDICATED IN PARKING SPACES ON THE
PLANS ARE SHOWN FOR LOCATIONS FOR SIGNS ONLY. GROUND
SYMBOLS ARE NOT REQUIRED.
7. PROVIDE CONSTRUCTION JOINTS IN WALKWAYS EVERY 10 FEET
(MAXIMUM) UNLESS OTHERWISE INDICATED.
8. NO WETLANDS ARE DELINEATED ON THIS SITE.
9. PEDESTRIAN GATE IS TURN STYLE TYPE WITH ELECTRONIC KEY
PAD LOCK PER SPECIFICATIONS. (CAMERA AND WIRING ADDED BY
OWNER)
10. UTILIZE LAYDOWN AREA INDICATED ON CG106. TEMPORARY
CONSTRUCTION FENCE ALONG PROJECT BOUNDARY PER CG106 OR
CG 107.
KEY PLAN
421 FAYETTEVILLE STREET
SUITE 400
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REQUIRED PARKING: 200 SPACES
PROVIDED PARKING
STANDARD SPACES (9'x18.5') = 202 SPACES
ACCESSIBLE SPACES (8'x18.5') = 7 SPACES (1 VAN ACC.)
TOTAL SPACES PROVIDED = 209 SPACES
SITE KEYNOTES
fl 6' WIDE CONCRETE SIDEWALK; SEE DETAIL 6/CS500
M 6' WIDE CONCRETE SIDEWALK; SEE DETAIL 3/CS500
Z1 10'x12' PORTLAND CEMENT CONCRETE SLAB SECTION
10" THICK, DOUBLE MESH; SEE DETAIL 4/CS500
3❑ MOORING EYE; SEE DETAIL 8/CS500
® HANGAR SUPPORT STRUCTURE;
SEE BUILDING PLANS FOR DETAILS
5❑ CONCRETE DRIVE APRON
© HEAVY-DUTY CONCRETE PAVEMENT; SEE DETAIL 4/CS500
❑7 HEAVY DUTY ASPHALT PAVEMENT; SEE DETAIL 1/CS500
® STANDARD DUTY ASPHALT PAVEMENT; SEE DETAIL 1/CS500
21 ASPHALT OVERLAY; SEE DETAIL 1/CS500
l� GRAVEL DRIVE SECTION; SEE DETAIL 1/CS500
11 NEW LIGHT DUTY ASPHALT PATH
12 4"0 GUARD POST, 4' HIGH; SEE DETAIL 2/CS501
1© 6' LONG CONCRETE PARKING BUMPER CENTERED ON EACH SPACE
SECURE w/ 2-24" LENGTHS #4 REBAR, SEE DETAIL 1/CS501
1� ENCLOSURE FOR MECHANICAL EQUIPMENT (CHILLER AND GENERATOR)
SEE E101 AND M101 BUILDING PLAN (PACKAGE 3) DETAILS
FIN GRASS ISLAND
1® PAINTED WHITE 4" WIDE LANE MARKINGS
1© PAINTED WHITE 4- WIDE PARKING STRIPES
LENGTH 18.5'x 9' ON CENTERS
® PAINTED WHITE 4' WIDE PARKING STRIPES
LENGTH 18.5'x 8' ON CENTERS
�9 PAINTED WHITE 4" WIDE STRIPES ® 45'
2' 0" ON CENTERS (5' LANE WIDTH)
®0 PAINTED WHITE 4" WIDE STRIPES @ 45'
2' 0" ON CENTERS (8' LANE WIDTH)
©1 HANDICAP ACCESSIBILITY SIGN; SEE DETAIL 5/CS501
©2 HANDICAP VAN ACCESSIBILITY SIGN; SEE DETAIL 5/CS501
M3 VAN POOL DESIGNATED PARKING SIGN; SEE DETAIL 7/CS501
® PERIMETER SECURITY FENCE; SEE SHEET CS502
®5 PEDESTRIAN ENTRY GATE; SEE SHEET CS101 NOTE 9
AND SHEET CS502
© PAINTED WHITE 4" WIDE STRIPES @ 45% 10' O.C.
(NO AIRCRAFT ALLOWED AREAS DUE TO STEEP GRADES)
`�2]7 BIO—RETENTION / RAIN GARDEN (SEE GRADING SHEETS)
LEGEND
- NEW STANDARD DUTY ASPHALT PAVEMENT
=?Io5'/:ms.7:111111m0hgllIzlllt6T I I
0
- NEW CONCRETE PAVEMENT
- NEW BUILDING FOOTPRINT
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REQUIRED PARKING: 200 SPACES
PROVIDED PARKING
STANDARD SPACES (9'x18.5') _
ACCESSIBLE SPACES (8'x18.5') _
TOTAL SPACES PROVIDED =
SITE KEYNOTES
202 SPACES
7 SPACES (1 VAN ACC.)
209 SPACES
11 6' WIDE CONCRETE SIDEWALK; SEE DETAIL 6/CS500
EN 6' WIDE CONCRETE SIDEWALK; SEE DETAIL 3/CS500
❑2 10'x12' PORTLAND CEMENT CONCRETE SLAB SECTION
10" THICK, DOUBLE MESH; SEE DETAIL 4/CS500
3❑ MOORING EYE; SEE DETAIL 8/CS500
® HANGAR SUPPORT STRUCTURE;
SEE BUILDING PLANS FOR DETAILS
51 CONCRETE DRIVE APRON
© HEAVY—DUTY CONCRETE PAVEMENT; SEE DETAIL 4/CS500
❑7 HEAVY DUTY ASPHALT PAVEMENT; SEE DETAIL 1/CS500
® STANDARD DUTY ASPHALT PAVEMENT; SEE DETAIL 1/CS500
9❑ ASPHALT OVERLAY; SEE DETAIL 1/CS500
1I GRAVEL DRIVE SECTION; SEE DETAIL 1/CS500
11 NEW LIGHT DUTY ASPHALT PATH
1© 4"0 GUARD POST, 4' HIGH; SEE DETAIL 2/CS501
11 6' LONG CONCRETE PARKING BUMPER CENTERED ON EACH SPACE
SECURE w/ 2-24" LENGTHS #4 REBAR, SEE DETAIL 1/CS501
ENCLOSURE FOR MECHANICAL EQUIPMENT (CHILLER AND GENERATOR)
SEE E101 AND M101 BUILDING PLAN (PACKAGE 3) DETAILS
0 GRASS ISLAND
1® PAINTED WHITE 4" WIDE LANE MARKINGS
1© PAINTED WHITE 4" WIDE PARKING STRIPES
LENGTH 18.5'x 9' ON CENTERS
18 PAINTED WHITE 4" WIDE PARKING STRIPES
LENGTH 18.5'x 8' ON CENTERS
19 PAINTED WHITE 4" WIDE STRIPES 0 45'
2' 0" ON CENTERS (5' LANE WIDTH)
®0 PAINTED WHITE 4" WIDE STRIPES @ 45'
2' 0" ON CENTERS (8' LANE WIDTH)
©1 HANDICAP ACCESSIBILITY SIGN; SEE DETAIL 5/CS501
E21 HANDICAP VAN ACCESSIBILITY SIGN; SEE DETAIL 5/CS501
©3 VAN POOL DESIGNATED PARKING SIGN; SEE DETAIL 7/CS501
® PERIMETER SECURITY FENCE; SEE SHEET CS502
®5 PEDESTRIAN ENTRY GATE; SEE SHEET CS101 NOTE 9
AND SHEET CS502
© PAINTED WHITE 4" WIDE STRIPES ® 45', 10' O.C.
(NO AIRCRAFT ALLOWED AREAS DUE TO STEEP GRADES)
BIO—RETENTION / RAIN GARDEN (SEE GRADING SHEETS)
LEGEND
— NEW HEAVY DUTY ASPHALT PAVEMENT
— NEW STANDARD DUTY ASPHALT PAVEMENT
— NEW ASPHALT PAVEMENT OVERLAY
— NEW CONCRETE PAVEMENT
— NEW BUILDING FOOTPRINT
KEY PLAN
421 FAYETTEVILLE STREET
SUTfE 400
0
INC 27601
S
T 919.3 919.380.875050
F 919.719.1049
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WORK ORDER NO.
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N40085-08-C-1419
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STANDARD SPACES (9'x18.5') = 202 SPACES
ACCESSIBLE SPACES (8'x18.5') = 7 SPACES (1 VAN ACC.)
TOTAL SPACES PROVIDED = 209 SPACES
x
SITE KEYNOTES
x
1�
6' WIDE CONCRETE SIDEWALK; SEE DETAIL 6/CS500
1�
6' WIDE CONCRETE SIDEWALK; SEE DETAIL 3/CS500
2
10'x12' PORTLAND CEMENT CONCRETE SLAB SECTION
10" THICK, DOUBLE MESH; SEE DETAIL 4/CS500
x
03
MOORING EYE; SEE DETAIL 8/CS500
®
HANGAR SUPPORT STRUCTURE;
SEE BUILDING PLANS FOR DETAILS
51
CONCRETE DRIVE APRON
©
HEAVY-DUTY CONCRETE PAVEMENT; SEE DETAIL 4/CS500
x
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HEAVY DUTY ASPHALT PAVEMENT; SEE DETAIL 1/CS500
®
STANDARD DUTY ASPHALT PAVEMENT; SEE DETAIL 1/CS500
9❑
ASPHALT OVERLAY; SEE DETAIL 1/CS500
lI
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x
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NEW LIGHT DUTY ASPHALT PATH
1©
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1©
6' LONG CONCRETE PARKING BUMPER CENTERED ON EACH SPACE
SECURE w/ 2-24" LENGTHS #4 REBAR, SEE DETAIL 1/CS501
x
ENCLOSURE FOR MECHANICAL EQUIPMENT (CHILLER AND GENERATOR)
SEE E101 AND M101 BUILDING PLAN (PACKAGE 3) DETAILS
5
GRASS ISLAND
Q
PAINTED WHITE 4" WIDE LANE MARKINGS
x
1©
PAINTED WHITE 4" WIDE PARKING STRIPES
LENGTH 18.5'x 9' ON CENTERS
®
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LENGTH 18.5'x 8' ON CENTERS
©9
PAINTED WHITE 4" WIDE STRIPES 0 45'
x
2' 0" ON CENTERS (5' LANE WIDTH)
®0
PAINTED WHITE 4" WIDE STRIPES ® 45'
2' 0" ON CENTERS (8' LANE WIDTH)
©1
HANDICAP ACCESSIBILITY SIGN; SEE DETAIL 5/CS501
x
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HANDICAP VAN ACCESSIBILITY SIGN; SEE DETAIL 5/CS501
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x
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BIO-RETENTION / RAIN GARDEN (SEE GRADING SHEETS)
x
LEGEND
x
— NEW HEAVY DUTY ASPHALT PAVEMENT
X I rt = — NEW STANDARD DUTY ASPHALT PAVEMENT
x
— NEW ASPHALT PAVEMENT OVERLAY
- NEW CONCRETE PAVEMENT
I - NEW BUILDING FOOTPRINT
x
x
x
x
x
KEY PLAN
421 FAYE TEVIUF STREET
SUITE 400
a
S
T 919.380.87601
50
T 919.3 .8 50
F 919.719.1049
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38'-6"
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CONTROL TOWER
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1❑ REFERENCE POINT FOR HANGAR HEIGHT AND TRUSS HEIGHT (0,0) I Z
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- NEW STANDARD DUTY ASPHALT PAVEMENT N
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IN
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PROJECT AREA
14.6 AC
TOTAL AREA
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TOTAL IMPERVIOUS
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% IMPERVIOUS
EXISTING DRAINAGE AREA 1
85385
76866
90.0
EXISTING DRAINAGE AREA 2
267336
1810
0.68
OFF -SITE DRAINAGE AREA**
27016
12803
47.4
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91,4791
20.6
DRAINAGE AND OUTFALLS INTO EXISTING DITCH
LEGEND
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0 50' 100'
200'
MAXIMO
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CONSTR. CONTR. NO.
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PROPOSED
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v /
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OFF -SITE
DRAINAGE AREA 3
/
LIMITS OF DISTURBANCE
OFF -SITE
DRAINAGE AREA 4
PROPOSED
-
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-
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DRAINAGE AREAS
f
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— it
1
PROJECT AREA = 14.6 AC
TOTAL AREA
(SF)
TOTAL
IMPERVIOUS
(SF)
% IMPERVIOUS
PROPOSED
DRAINAGE AREA 1
99869
93256
93.3
PROPOSED
DRAINAGE AREA 2
255857
83728
32.8
OFF -SITE
DRAINAGE AREA 3
5468
361
7.0
OFF -SITE
DRAINAGE AREA 4
5828
1449
21.4
TOTAL
367022
178794
48.7
OFF -SITE
DRAINAGE AREA
(4,451 SF)
LEGEND
ON -SITE DRAINAGE AREA
OFF -SITE DRAINAGE AREA
OFF -SITE DRAINAGE AREA ADDED TO
PROJECT WHICH NORMALLY FLOWS SOUTH
(14343 SF) - 100% IMP (INCLUDED IN
DA#1)
PROJECT LIMITS
3 � 4
LEGEND
+ (34.5o)
- EXISTING SPOT ELEVATION
+ 34.50
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44.50
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18"
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K
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10
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Start
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Stop
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Ground
Start ft
Elevation
Ground
Stop ft)
Invert
(Upstream)
(ft)
Invert
(Downstream)
(ft)
Length
(ft)
Diameter
(in)
Material
Slope
(Calculated)
%
Flow
(ft3/s)
Velocity
(Average)
ft/s)
02-YI
01-FES
16.65
12.00
11.62
10.18
286
30
RCP
0.50
32.80
6.68
03-YI
02-YI
16.50
16.65
11.85
11.62
45
30
RCP
0.51
30.07
6.80
04-YI
03-YI
16.53
16.50
13.22
11.85
275
30
RCP
0.50
23.71
6.58
05-MH
04-YI
17.00
16.53
14.21
13.22
198
24
RCP
0.50
17.34
5.52
06-MH
05-M H
17.17
17.00
14.54
14.21
67
24
RCP
1 0.49
17.46
5.56
07-MH
06-M H
18.25
17.17
14.84
14.54
60
24
RCP
0.50
13.96
5.74
08-MH
07-M H
18.00
18.25
15.50
14.84
133
18
RCP
0.50
6.33
3.58
10-MH
07-MH
19.70
18.25
17.70
15.25
427
18
RCP
0.57
8.29
5.11
09-FES
06-M H
16.75
17.17
14.92
14.54
75
18
RCP
0.51
3.77
2.14
11-FES
05-MH
16.00
17.00
14.71
14.21
100
12
RCP
0.50
0.00
0.00
21-MH
20-FES
14.00
15.00
10.14
10.00
25
24
RCP
0.56
5.31
4.77
22-MH
21-M H
17.00
14.00
10.80
10.14
123
24
RCP
0.54
5.39
4.71
23-MH
22-M H
15.00
17.00
12.32
10.80
229
15
RCP
0.66
5.51
5.81
24-YI
23-MH
17.00
15.00
12.84
12.32
104
15
RCP
0.50
3.36
5.24
25-CB
24-YI
18.75
17.00
13.40
12.84
113
15
RCP
0.50
3.40
5.54
31-FES
30-FES
17.00
17.00
14.52
14.15
71
15
CIL IV RCP
0.52
1 2.70
1 3.38
51-RI
50-FES
1 12.00
1 11.00
7.50
1 7.00
1 34
1 24
1 RCP
1 1.47
1 5.10
1 6.68
ROOF LEADER TABLE
RD-#
STATION
INV @
BLDG
INV @
SD PIPE
RD
CROSSING
INVERT @
SAN
LENGTH
OF
SERVICE
% SLOPE
SAN INV
@ RD
Station
RD-1
9+16
17.64
17.7
15'
RD-2
8+47
17.64
17.43
17.50
15'
1.4%
13.89
RD-3
8+07
17.64
17.2
17.35
15'
2.9%
14.05
RD-4
7+69
17.31
16.98
17.09
1 15'
2.2%
1 14.20
RD-5
7+27
17.31
16.75
16.94
15'
3.7%
1 14.37
RD-6
6+88
16.97
SP
14.53
RD-7
6+47
16.64
SP
14.69
RD-8
6+12
16.64
SP
14.83
RD-9
5+67
16.31
SP
15.01
RD-10
5+24
1 16.31
SP
15.36
RD-11
4+89
16.31
SP
15.57
RD-12
4+47
16.31
SP
15.83
RD-13
4+07
16.31
15.09
15.50
15'
8.1 %
RD-14
3+67
15.97
15.29
1 15.52
15'
4.5%
RD-15
3+25
15.97
14.81
1 15.20
15'
7.7%
SP=SPLASH PAD
NO WETLANDS HAVE BEEN
IDENTIFIED ON THIS SITE
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NORTH
CAROLINA EROSION CONTROL SPECIFICATIONS.
2. LAND DISTURBING ACTIVITY PERMITS ARE PERFORMANCE BASED.
MODIFICATIONS REQUESTED BY THE EROSION CONTROL INSPECTOR SHALL
BE FORWARDED TO THE ENGINEER IN WRITING, INCLUDING SKETCHES.
UPON VERIFICATION OR MODIFICATIONS BY THE ENGINEER, THE
MODIFICATION WILL BE IMMEDIATELY IMPLEMENTED.
3. IN ACCORDANCE WITH NC GENERAL STATUTES AND DENR
REQUIREMENTS, STORMWATER DISCHARGE OUTFALLS SHALL BE
INSPECTED BY THE CONTRACTOR. INSPECTIONS SHALL BE PERFORMED BY
THE CONTRACTOR AFTER EACH STORM EVENT OF ONE INCH OR
GREATER, WITH ONE WEEKLY INSPECTION MINIMUM. DENR STANDARD
INSPECTION REPORTS SHALL BE PREPARED AND SIGNED WITH COPIES
PROVIDED TO THE OWNER, ARCHITECT, AND ENGINEER, BY THE
CONTRACTOR.
4. PROPOSED STORMWATER MANAGEMENT DEVICES SHALL BE MODIFIED
TO TEMPORARY SEDIMENT BASINS AS NOTED ON PLANS. INLET
PROTECTION SHALL BE INSTALLED AROUND OUTFALL. DEVICES SHALL BE
CONSTRUCTED TO FINAL PROPOSED CONDITION UPON STABILIZATION OF
CONTRIBUTING GROUND SURFACES AND CLEAN UP OF STORM PIPES.
5. SEDIMENT / EROSION DEVICES SHALL BE CHECKED BY THE
CONTRACTOR DAILY. EACH DEVICE IS TO BE MAINTAINED OR REPLACED
IF SEDIMENT ACCUMULATION HAS REACHED ONE HALF THE CAPACITY OF
THE DEVICE.
6. GROUNDWATER IN THIS AREA IS AT APPROXIMATE 5-6 FEET BELOW
GRADE AT ELEVATIONS 7'-9'.
7. STORM LINE BETWEEN STRUCTURE 10-MH AND 08-MH WILL HAVE
ROOF LEADERS FROM PROPOSED HANGAR AT REGULAR INTERVALS.
COORDINATE WITH ARCHITECTURAL PLANS.
8. ROOF LEADERS 8" PVC CONNECTED WITH SADDLE AND GASKET AT
45 DEGREEE. SEE ROOF LEADER TABLE.
LEGEND
+ (34.50) - EXISTING SPOT ELEVATION
+ 34.50
- PROPOSED SPOT ELEVATION
, 44.50
- SLOPE ARROW
18
- PROPOSED CONTOUR LABEL
®
- CATCH BASIN
OD
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- FLARED END SECTION
v
- RCP STORM PIPE
® - TRENCH DRAIN
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RD # TO STORM SYSTEM
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KEY PLAN
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421 FAYEITEVILLE STREET
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MODIFICATION WILL BE IMMEDIATELY IMPLEMENTED.
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INSPECTED BY THE CONTRACTOR. INSPECTIONS SHALL BE PERFORMED BY
THE CONTRACTOR AFTER EACH STORM EVENT OF ONE INCH OR
GREATER, WITH ONE WEEKLY INSPECTION MINIMUM. DENR STANDARD
INSPECTION REPORTS SHALL BE PREPARED AND SIGNED WITH COPIES
PROVIDED TO THE OWNER, ARCHITECT, AND ENGINEER, BY THE
CONTRACTOR.
4. PROPOSED STORMWATER MANAGEMENT DEVICES SHALL BE MODIFIED
TO TEMPORARY SEDIMENT BASINS AS NOTED ON PLANS. INLET
PROTECTION SHALL BE INSTALLED AROUND OUTFALL. DEVICES SHALL BE
CONSTRUCTED TO FINAL PROPOSED CONDITION UPON STABILIZATION OF
CONTRIBUTING GROUND SURFACES AND CLEAN UP OF STORM PIPES.
S. SEDIMENT / EROSION DEVICES SHALL BE CHECKED BY THE
CONTRACTOR DAILY. EACH DEVICE IS TO BE MAINTAINED OR REPLACED
IF SEDIMENT ACCUMULATION HAS REACHED ONE HALF THE CAPACITY OF
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6. GROUNDWATER IN THIS AREA IS AT APPROXIMATE 5-6 FEET BELOW
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7. STORM LINE BETWEEN STRUCTURE 10-MH AND 08-MH WILL HAVE
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COORDINATE WITH ARCHITECTURAL PLANS.
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LEGEND
+ (34,50)
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+ 34.50
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44.50
- SLOPE ARROW
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®
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®
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SEE SHEET CG101 FOR STORM DRAINAGE TABLE.
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NORTH
CAROLINA EROSION CONTROL SPECIFICATIONS.
2. LAND DISTURBING ACTIVITY PERMITS ARE PERFORMANCE BASED.
MODIFICATIONS REQUESTED BY THE EROSION CONTROL INSPECTOR SHALL
BE FORWARDED TO THE ENGINEER IN WRITING, INCLUDING SKETCHES.
UPON VERIFICATION OR MODIFICATIONS BY THE ENGINEER, THE
MODIFICATION WILL BE IMMEDIATELY IMPLEMENTED.
3. IN ACCORDANCE WITH NC GENERAL STATUTES AND DENR
REQUIREMENTS, STORMWATER DISCHARGE OUTFALLS SHALL BE
INSPECTED BY THE CONTRACTOR. INSPECTIONS SHALL BE PERFORMED BY
THE CONTRACTOR AFTER EACH STORM EVENT OF ONE INCH OR
GREATER, WITH ONE WEEKLY INSPECTION MINIMUM. DENR STANDARD
INSPECTION REPORTS SHALL BE PREPARED AND SIGNED WITH COPIES
PROVIDED TO THE OWNER, ARCHITECT, AND ENGINEER, BY THE
CONTRACTOR.
4. PROPOSED STORMWATER MANAGEMENT DEVICES SHALL BE MODIFIED
TO TEMPORARY SEDIMENT BASINS AS NOTED ON PLANS. INLET
PROTECTION SHALL BE INSTALLED AROUND OUTFALL. DEVICES SHALL BE
CONSTRUCTED TO FINAL PROPOSED CONDITION UPON STABILIZATION OF
CONTRIBUTING GROUND SURFACES AND CLEAN UP OF STORM PIPES.
5. SEDIMENT / EROSION DEVICES SHALL BE CHECKED BY THE
CONTRACTOR DAILY. EACH DEVICE IS TO BE MAINTAINED OR REPLACED
IF SEDIMENT ACCUMULATION HAS REACHED ONE HALF THE CAPACITY OF
THE DEVICE.
6. GROUNDWATER IN THIS AREA IS AT APPROXIMATE 5-6 FEET BELOW
GRADE AT ELEVATIONS 7'-9'.
7. STORM LINE BETWEEN STRUCTURE 10-MH AND 08-MH WILL HAVE
ROOF LEADERS FROM PROPOSED HANGAR AT REGULAR INTERVALS.
COORDINATE WITH ARCHITECTURAL PLANS.
ROOF LEADERS 8° PVC CONNECTED WITH SADDLE AND GASKET AT 45
DEGREEE. SEE ROOF LEADER TABLE.
LEGEND
+ (34.50)
- EXISTING SPOT ELEVATION
+ 34.50
- PROPOSED SPOT ELEVATION
44.50
- SLOPE ARROW
18
- PROPOSED CONTOUR LABEL
®
- CATCH BASIN
DD
- JUNCTION BOX
K
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o
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®
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T 919.380.0750
F 919.719.1049 0
wwwrbwartmop.com
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NOTES
SEE SHEET CG101 FOR STORM DRAINAGE TABLE.
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NORTH g
CAROLINA EROSION CONTROL SPECIFICATIONS.
2. LAND DISTURBING ACTIVITY PERMITS ARE PERFORMANCE BASED.
MODIFICATIONS REQUESTED BY THE EROSION CONTROL INSPECTOR SHALL
BE FORWARDED TO THE ENGINEER IN WRITING, INCLUDING SKETCHES.
UPON VERIFICATION OR MODIFICATIONS BY THE ENGINEER, THE
MODIFICATION WILL BE IMMEDIATELY IMPLEMENTED. D
3. IN ACCORDANCE WITH NC GENERAL STATUTES AND DENR
REQUIREMENTS, STORMWATER DISCHARGE OUTFALLS SHALL BE o
INSPECTED BY THE CONTRACTOR. INSPECTIONS SHALL BE PERFORMED BY
THE CONTRACTOR AFTER EACH STORM EVENT OF ONE INCH OR
GREATER, WITH ONE WEEKLY INSPECTION MINIMUM. DENR STANDARD
INSPECTION REPORTS SHALL BE PREPARED AND SIGNED WITH COPIES
PROVIDED TO THE OWNER, ARCHITECT, AND ENGINEER, BY THE
CONTRACTOR.
4. PROPOSED STORMWATER MANAGEMENT DEVICES SHALL BE MODIFIED
TO TEMPORARY SEDIMENT BASINS AS NOTED ON PLANS. INLET
PROTECTION SHALL BE INSTALLED AROUND OUTFALL. DEVICES SHALL BE
CONSTRUCTED TO FINAL PROPOSED CONDITION UPON STABILIZATION OF
CONTRIBUTING GROUND SURFACES AND CLEAN UP OF STORM PIPES.
5. SEDIMENT / EROSION DEVICES SHALL BE CHECKED BY THE
CONTRACTOR DAILY. EACH DEVICE IS TO BE MAINTAINED OR REPLACED
IF SEDIMENT ACCUMULATION HAS REACHED ONE HALF THE CAPACITY OF
THE DEVICE.
6. GROUNDWATER IN THIS AREA IS AT APPROXIMATE 5-6 FEET BELOW
GRADE AT ELEVATIONS 7'-9'. hLAWAC
7. STORM LINE BETWEEN STRUCTURE 10-MH AND 08-MH WILL HAVE C
ROOF LEADERS FROM PROPOSED HANGAR AT REGULAR INTERVALS.
COORDINATE WITH ARCHITECTURAL PLANS. v"
8. ROOF LEADERS 8" PVC CONNECTED WITH SADDLE AND GASKET AT WHmNG-TURNER
45 DEGREEE. SEE ROOF LEADER TABLE.
9. CONTRACTOR TO ENSURE POSTIVE DRAINAGE ON SITE lffm7ws>
AT LOGO
LEGEND
+ (34.50) - EXISTING SPOT ELEVATION'!.
+ 34.50 - PROPOSED SPOT ELEVATION
�44.50 - SLOPE ARROW
DES MHJ
DRW AWN
MIJ
REVIEWED BY
MH
�$ - PROPOSED CONTOUR LABEL
PM/DM
CHIEF ENG/ARCH
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scASCALE:ASS NOTED
MAXIMO NO.
0 1 5' 30' 60' STA. PROJ. NO.
1 - 30WORK ORDER NO.
CONSTR. CONTR. NO.
N40OW-08-C-1419
NAVFAC DRAWING NO.
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CG104
DRAWFORM REVISION: 01 MAY N06

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SHWT
SHWT ELEV.
1
12.50
12
11.50
2
11.50
18
10.00
r 7
E� LOW
----=��---�SL�/L-�--
WET DETENTION BASIN
OPERM. POOL
O ELEV. SEDIMENT
STICK
j5'
TOP OF BERM O
ELEVATION
EMERGENCY
SPILLWAY EL.
r
r L / l p 5 f U 11- /
SEDIMENT SEE RISER
DETAIL I�-�
STICK 10-YR--
6 _I Z-�-
-5 SLOPE%
0.5'
SEDIMENT DRAWDOWN 2'� CONCRETE ANTI -SEEP
FOREBAY STORAGE COLLAR (CAST IN PLACE
POND RISER CUT OFF TRENCH (5' DEEP-7WITH #4 REBAR EA. WAY)
O POND BOTTOM EL SEE DETAIL BELOW BY 5' BOTTOM WIDTH MIN.)
POND 48
NOTES:
1, CONTRACTOR SHALL NOT CONSTRUCT FOREBAY UNITL SITE IS STABILIZED AND SEDIMENT TRAP IS �6" TYP.
CONVERTED TO WET POND. _ 1___ _
2. PLACE A SEDIMENT STICK IN SLOPE OF BASIN TO PROVIDE 1 FEET OF SEDIMENT STORAGE
AT CONCLUSION OF PROJECT, CORE DRILL THE DRAWDOWN DIP PIPE IN THE RISER SO THAT THE
INVERT IS AT THE PERMANENT POOL ELEVATION. i 48"
MAINTENANCE:
1. INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH PERIOD OF SIGNIFICANT RAINFALL. REMOVE ---
SEDIMENT AND RESTORE TRAP TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS
ACCUMULATED TO A DEPTH OF 1 FEET. PLACE THE SEDIMENT THAT IS REMOVED IN A DESIGNATED
DISPOSAL AREA.
2. CLEAN PONDS TO DESIGN DIMENSIONS AS DETAILED BELOW AT A MINIMUM PRIOR TO USE AS A
WET DETENTION POND. 6"
POND CROSS SECTIONS T
I I
I I
I I
I I
1 I
I I
I I
I I
I 8 I
I I
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I I
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I I �24'
UT
N.T.S.
KEYNOTE
POND ROUTE WITH STARTING
WATER SURFACE @ 10.00
POND 1
A
PERMANENT POOL
10.00
B
RISER RIM ELEV.
11.40
C
OUTLET PIPE SIZE
24
D
OUTLET INVERT ELEVATION
7.50
E
OUTLET SLOPE
1.06%
F
TOP OF DAM ELEVATION
13.75
G
EMERG. SPILL. WIDTH & EL
20 @ 12.00
H
POND BOTTOM ELEV.
5.00
J
DRAWDOWN SIZE
2 A
1.5 ELEV.
10.48
1-YR ELEV.
1 1 .41
2-YR ELEV.
11.51
10-YR ELEV.
12.01
-
100-YR ELEV.
12.75
POND ROUTE WITH STARTING
WATER SURFACE @ 10.75
yy S. ELEV
1.5 ELEV.
11.20
1-YR ELEV.
11.62
2-YR ELEV.
11.78
10-YR ELEV.
12.19
100-YR ELEV.
12.77
*DRAWDOWN DOWN IS APPROXIMATELY 3.39 DAYS *DRAWDOWN DOWN IS APPROXIMATELY 2.51 DAYS GRO
"12�
CUT A TAIL -DITCH FROM
BARREL FES TO DITCH AT
CURTIS DR.
6" Plug valve to remain closed.
Used for emergency or
maintenance drainage of pond.
OODRAWDOWN
PIPE
12'
6" DIP DRAWDC 20'
PIPE EXTENDED TO
MIDDLE OF POND
(SUPPORT PIPE
WITH STABLE SOIL)
POND RISER DETAIL
N.T.S.
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NOTES:
1. RISER TO BE PRE -CAST
CONCRETE STRUCTURE.
Q CONTRACTOR TO SUBMIT
j� SHOP DRAWINGS FOR
APPROVAL.
2. 4'X4' CONCRETE RISER
STRUCTURE WITH 36"X36"
GRATE AND FRAME.
-RISER B
RIM EL.@
I i
I I
I I
ELEVATIONS VARY BY
STRUCTURES
L-NORMAL A
T POOL EL.O
I I
I
I I
I I
I
OG U FLO
C i PIPE
EL.INV
6' PLUG
VALVE, WITH
FLYWHEEL
EXTENDED
THROUGH
TRASH RACK
0
NOTES
SEE SHEET CG101 FOR STORM DRAINAGE TABLE.
+ (34.50)
- EXISTING SPOT ELEVATION
+ 34.50
- PROPOSED SPOT ELEVATION
� 44.50
-SLOPE ARROW
j$
- PROPOSED CONTOUR LABEL
®
- CATCH BASIN
OD
- JUNCTION BOX
K
- FLARED END SECTION
o
- RCP STORM PIPE
®
- TRENCH DRAIN
- - -
- 8" ROOF LEADER FROM DOWNSPOUT
TO STORM SYSTEM
- DRAINAGE SWALE
KEY PLAN
421 FAYETTEVILLE STREET
SUITE 400 c
27601
S T 919.3 .8 50
T 919.380.6750
F 919.719.1049 z
www.stewart-engxom m
STEWART
GRAPHIC SCALE
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1"=30'
5
NORTH
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AE LOGO
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CODE ID. NO. 80091 SIZE D
SCALE- AS NOTED
MAxIMo NO.
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WORKORDER N0.
CONSIR- CONTR- NO.
N40085-08-C-1419
NAVFAC DRAWING N0.
SHEET OF
CG 105
DRAWFORM REVISION: 01 MAY 2006
MCAS New River Hangar\GWGS\WOM1 in Progra \R52FSJBnB{G101.drvg,1411/20N 3:56:24 RM
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NOTES
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SEE SHEET CG105 FOR CONTINUATION
36" RCP (2) � 4
1i3
— X
ilk X X-- XX�' o
XL
N
00
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RIM=6.60'
CENTER OF BOX=1.18,
FLOWLINE=0.89'
RIM=8.91'
IN(E)=1.17'
IN(W)=0.96'
�N OUT(E)=1.06'
oI
1
a
C�R1gO
SEE SHEET CG101 FOR STORM DRAINAGE TABLE.
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NORTH
CAROLINA EROSION CONTROL SPECIFICATIONS.
2. LAND DISTURBING ACTIVITY PERMITS ARE PERFORMANCE BASED.
MODIFICATIONS REQUESTED BY THE EROSION CONTROL INSPECTOR SHALL
BE FORWARDED TO THE ENGINEER IN WRITING, INCLUDING SKETCHES.
UPON VERIFICATION OR MODIFICATIONS BY THE ENGINEER, THE
MODIFICATION WILL BE IMMEDIATELY IMPLEMENTED.
3. IN ACCORDANCE WITH NC GENERAL STATUTES AND DENR
REQUIREMENTS, STORMWATER DISCHARGE OUTFALLS SHALL BE
INSPECTED BY THE CONTRACTOR. INSPECTIONS SHALL BE PERFORMED BY
THE CONTRACTOR AFTER EACH STORM EVENT OF ONE INCH OR
GREATER, WITH ONE WEEKLY INSPECTION MINIMUM. DENR STANDARD
INSPECTION REPORTS SHALL BE PREPARED AND SIGNED WITH COPIES
PROVIDED TO THE OWNER, ARCHITECT, AND ENGINEER, BY THE
CONTRACTOR.
4. PROPOSED STORMWATER MANAGEMENT DEVICES SHALL BE MODIFIED
TO TEMPORARY SEDIMENT BASINS AS NOTED ON PLANS. INLET
PROTECTION SHALL BE INSTALLED AROUND OUTFALL. DEVICES SHALL BE
CONSTRUCTED TO FINAL PROPOSED CONDITION UPON STABILIZATION OF
CONTRIBUTING GROUND SURFACES AND CLEAN UP OF STORM PIPES.
5. SEDIMENT / EROSION DEVICES SHALL BE CHECKED BY THE
CONTRACTOR DAILY. EACH DEVICE IS TO BE MAINTAINED OR REPLACED
IF SEDIMENT ACCUMULATION HAS REACHED ONE HALF THE CAPACITY OF
THE DEVICE.
6. GROUNDWATER IN THIS AREA IS AT APPROXIMATE 5-6 FEET BELOW
GRADE AT ELEVATIONS 7'-9'.
7. STORM LINE BETWEEN STRUCTURE 10-MH AND 08-MH WILL HAVE
ROOF LEADERS FROM PROPOSED HANGAR AT REGULAR INTERVALS.
COORDINATE WITH STRUCTURAL PLANS.
8. ROOF LEADERS 8" PVC CONNECTED WITH SADDLE AND GASKET AT
45 DEGREEE. SEE DETAIL
9. SEASONAL HIGH WATER TABLE FOUND TO BE AT 13'-14' MSL
ELEVATION BY HAND BORE TEST WITH DENR REPRESENTATIVE ON AUGUST
6, 2008.
LEGEND
a
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WHITING -TURNER
Systems
K LOW
+ (34.50) - EXISTING SPOT ELEVATIONfit
+ 34.50 - PROPOSED SPOT ELEVATION J0oY
44.50 - SLOPE ARROW DES DRW Jyyp�
REVIEWED BY MH
18 - PROPOSED CONTOUR LABEL PM/DM
CHIEF ENG/ARCH
® - CATCH BASIN U <> z
OD -JUNCTION BOX $ Q
K - FLARED END SECTION Q z ca.) Q o
v - RCP STORM PIPE Z.
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® - TRENCH DRAIN t z Q c�
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RD TO STORM SYSTEM () a
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GRAPHIC SCALE CODE ID. S 8NO SIZE D
SCALE: q$ NOTED
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STA. PROJ. NO.
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ORNMEORM RENSION: 01 WY ZWB

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1 2 3 4 5
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HANGAR TRENCH DRAINS $
LIMITS OF DISTURBANCE
PLACE POSTS AT LIMITS OF ASPHALT REMOVAL
TO FACILITATE ACCESS TO SUBSURFACE UTILITY WORK
SANITARY SEWER DIVERTER BOX FRAME AND COVER
STRUCTURE 14 FINISHED GRADE
1' GROUT TRENCH REPAIR METAL POST
SILT FENCE WIRED TO POST
FIRE ALARM
#4 AT 12" O.C. EW MIN MIN
(AFFF SYSTEM) ° ' MIDDLE OF SLAB TEMPORARY GRAVEL FILL
D ' ,, G Ile TURN FABRIC UNDER D
N c0 ° .
NORMAL MODE ['�FFF SYSTEM ACTIVATED
ROUNDED ENTRANCE EXISTING SURFACE SURFACE MATERIAL; SEE NOTE EXISTING SURFACE z
ALARM OFF ALARM ON .:ILL
°
EXIST. SUB -BASE , t:.= ...'.:..;.�.,:•:,.::'- /. FILL MATERIAL; SEE NOTE
° 8 - 3'-0" SQUAuv
/ r" .-...._._:". .► -D,.
MOTOR ACTUATED MOTOR ACTUATED
VALVE # 13 VALVE # 13 �(OPEN) (CLOSED) 16" D°,, BACKFILL, TAMPED
6" INV ELEV OF CB IS \ UNDISTURBED SOIL
ELEV OF OUTLET IN 6" LAYERSOIL / WATER AFFF OVER FLOW PIPE PIPE
SEPARATOR (#11) FROM DIVERTER BOX �6" WATERSTOP #4 A.. #LTO MATCH / . / . /
--- TCONTINUOUS MIDDLE OF SLAB WALL REINFORCEMENT
4"-6" #57 STONE
LIFT STATION AFFF CONTAINMENT UNDER PIPE
(#3) VAULT (#13)
MATERIALS NOTE
WHERE FINISHED SURFACE WILL BE ASPHALT, CONTRACTOR SHALL UTILIZE FILL MATERIAL TYPE 1 AND SURFACE SHALL BE
rTO EXISTING SANITARY COMPACTED ABC STONE FILL MATERIAL TYPE 1 8" ABC STONE OR 6" BLACK BASE
WHERE FINISHED GRADE WILL BE NON -TRAFFIC AREAS CONTRACTOR SHALL UTILIZE FILL MATERIAL TYPE 2 AND SURFACENAf SEWER SYSTEM 2 TYPICAL CATCH BASIN MATERIAL SHALL BE UNCOMPACTED TOPSOIL FILL MATERIAL TYPE 2 COMPACTED SELECT FILL FA
CNOT TO SCALE
TRENCH DRAIN FLOW DIAGRAM (SEE SHEET CU103 AND CU503) jLTRENCHING SECTION w/ EROSION CONTROL
wr
1 NOT TO SCALE NTS
WHITING -TURNER
CONTRACTOR TO SUBMIT SHOP DRAWINGS AND
CALCULATIONS SIGNED BY NC PE FOR STRUCTURAL Systems
DESIGN. MAX DESIGN LOAD = 63,000 LBS.
BEARING BAR-3 8 X 5" 1 3/4"
B AT 1 3/8' ON CENTER fln SIDE BAND-3/8 X4 1 /2 =a
' Q�
GRATING COVER SLOT FOR
LLJ
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A
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CROSS BARS SEC I iON A - A END BAND A A 17 12
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ROSS BAR
1 /4"X 3 1 /2"
ENDS AND AT 4" ON CENTER DES RMI DRW JWP MTJ
SIDES L
REVIEWED BY RM
SLOT FOR PM/DM
BEARING BAR CHIEF ENc/ARCH
3/16" CU > z
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o FULL LENGTH
#4 AT 9 ON CENTER, SECTION B B g Q z U Q
HORIZONTALLY, EACH B Z p o = (D
REINFORCE ALL PIPE OPENINGS LB FACE, 1 1/2" CLEAR AIRFIELD CATCH BASIN GRATE b Z
THUS: FOR FRAME AND GRATE SEE 5 1 z Q
CN
r `\\ PLAN AIRFIELD CATCH BASIN FRAME 2 X 4 GRATE &FRAME 0 � _
% r DETAIL 1/4"X 3"X 5" �_ _ Q _j W CLEAR SHALL BE FLUSH
Filter blanket U
SECTION A -A - > N FINISHED GRADE1 -10 2 -0 1 -10 ..> � NOTES: � 0 z Z �
\ r 10" 4'-0" 10" SEE APPROPRIATE SCHEDULE FOR DIMENSIONS U o Qo I_
u #4 AT 12 ON CENTER, — — — _ Y Z a w
VERTICALLY, EACH FACE d `
#5 EACH FACE �a 1. LA IS THE LENGTH OF THE RIPRAP APRON. z Q W 0
i' N -,� #4 AT 9 ON CENTER, •' 2. D = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT w _ZN HORIZONTALLY, EACH I I
1` f 1 1 /2" CLEAR 1 1 f w u') Q
CROWN OF INLET FACE,
1' ` r" C14 e I I I I I 3/8 ANCHOR NOT LESS THAN 6" z Q 1 z_
AND OUTLET PIPES I`; r� 1 I' 1 i 1 1/4"X 1/4"X 5" 3. IN WELL-DEFINED EXTEND THE APRON UP THE z �a
TO BE SAME t:'j MANHOLE STEPS AT 1 l L 1/4"X 3"X 3" SECTION C-C •� WELD TO ANGLE CHANNEL BANKS TO AN ELEVATION OF 6" ABOVE THE .. Q
ELEVATION 1.;1 r 1 16" ON CENTER MAX I IV 4 I 2 EACH SIDE MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE w H
LI
TOP OF BENCH AT 1 EACH END BANK WHICH EVER IS LESS. w W
CROWN OF PIPES #4 AT 9" ON C 4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE J rL Of
ROUNDED ENTRANCE CENTER, HORIZONTALLY, L1/4"X 3"X 5" INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION. U U
FLOW FLU I° �nT r r T ^� EACH FACE, 1 1 /2 CLEAR
O` o Z
CAPACITY TABLE
HEAD,
CAPACITY,
FT
CFS
0.2
8
0.4
12
0.6
15
0.8
17
1.0
19
OF MANHOLE ~ISv v #4 Al 1 UN
A - 1'`� �' 'r`} * ' ~ INVERT ELEVATION EACENTER, VERTICALLY,
OF OUTLET EACH FACE, 1 1/2 CLEAR
#4 AT 9" ON CENTER, L 1/4"X 3"X 3"
EACH WAY, 1 1/2" CLEAR Z#4 AT 6 ON CENTER,
EACH WAY, 3" CLEAR
SECTION A -A SECTION B-B
C
4'-0" CLEAR
o
a 2'-0" CLEAR
I
J (TYPE B)
N
Ir
U
OUTLET
RIPRAP
LENGTH
WIDTH
THICKNESS
01-FES
CLASS
A
3.3
FT
2.5
FT
9
IN
06-FES
CLASS
A
6.0
FT
4.5
FT
9
IN
1C-FES
CLASS
A
2.7
FT
2.0
FT
9
IN
13-FES
CLASS
A
6.0
FT
4.5
FT
9
IN
20-FES
CLASS
A
3.7
FT
2.8
FT
9
IN
27-SB
CLASS
A
8.0
FT
6.0
FT
9
IN
b ;
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CODE ID. 40. 80091 1 SIZE D
SCALE: AS NOTED
MAXIMO NO.
STA. PROJ. NO.
WORK ORDER NO.
CONSTR. CONTR. NO.
z N40085-08-C-1419
FLARED END SECTION DETAIL NAVEAC DRAWING No.
AIRFIELD CATCH BASIN 6 AIRFIELD CATCH BASIN FRAME U NOT TO SCALE
I]JNOT TO SCALE NOT TO SCALE SHEET OF
CG500
I DRAWFORM REVISION: 01 MAY 2005
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0 50' 100' 200'
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--'LIZARD TAIL' —�
'THREE —SQUARE BULLRUSH'
SECTION 1
I
II
11
II
I
1"=40'
WET POND
0 20' 40' 80'
LANDSCAPE NOTES (WET POND PLANTINGS)
1. PLANT ALL AREAS OF 10:1 VEGETATED SHELF, ELEVATIONS 9.5-10.5 AS
SHOWN ON THIS LEGEND:
CYPERUS ARISTATUS 'FLAT SEDGE' 0 3' O.C. a
® IRIS VIRGINIANA 'BLUE FLAG IRIS' 0 3' O.C.
PLANTAGO MAJOR 'COMMON PLANTAIN' 0 3' O.C.
® SAGITTARIA LANCIFOLIA 'BULLTONGUE' 0 3' O.C.
SAURURUS CERNUUS 'UZARD TAIL' 0 3' O.C.
• i SCIRPUS AMERICANUS 'THREE —SQUARE BULLRUSH' 0 4' O.C.
=;•;•,• 2. PLANT A MINIMUM 10' WIDE STRIP OF CENTIPEDE GRASS () ON
THE TOP OF THE BERM (ELEVATIONS 10.5-13.0)
3. ALL OTHER AREAS SHALL BE SEEDED OR SODDED PER SCHEDULE THIS
........ .__.. SHEET.
�..o.•.
SEEDING AND PLANT BED PREPARATION
L`J
1. SEED BED PREPARATION: ALL AREAS TO BE SEEDED ARE TO RECEIVE A MINIMUM
OF 2" OF APPROVED TOPSOIL. ALL DEBRIS, ROCKS, ETC. LARGER THAN .5" ARE
TO BE REMOVED. ALL LARGE CONCENTRATIONS OF GRAVEL & DEBRIS REGARDLESS
OF SIZE ARE TO BE REMOVED PRIOR TO SEEDING OR PLANTING.
SEEDING NOTES
*** NOTE: ALL AREAS NOT DESIGNATED AS PLANT BEDS TO RECEIVE
SEED ACCORDING TO THE PERMANENT SEEDING SCHEDULE BELOW.
TEMPORARY COVER
AUG 15 — MAR 1
LIME 1 TONS/AC
10-10-10 FERTILIZER 1000 LBS/AC
RYE GRAIN 120 LBS/AC
KOBE LESPEDEZA 50 LBS/AC
STRAW MULCH 2 TONS/AC
MAR 1 — AUG15
LIME
1 TONS/AC
10-10-10 FERTILIZER
750 LBS/AC
GERMAN MILLET
40 LBS/AC
STRAW MULCH
2 TONS/AC
PERMANENT SEEDING MAY 15 —
AUG 15
LIME
2 TONS/AC
10-10-10 FERTILIZER
300/LBS/AC
BERMUDA GRASS
25 LBS/AC
MULCH
CONSULT CONSERVATION ENGINEER OF SOIL CONSERVATION SERVICE FOR ADDITIONAL
INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED
AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL UNDER LOCAL
CONDITIONS; OTHER SEEDING RATE COMBINATIONS ARE POSSIBLE. FOR LAWN
QUALITY TURF, DOUBLE OR TRIPLE RATES.
***TEMPORARY — RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED
PERMANENT VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW
OVER 12" IN HEIGHT BEFORE MOWING.
SOD NOTES
SOD SHALL BE INSTALLED ON ALL SLOPES STEEPER
THAN 5:1, EXCEPT IN THE WET POND WHERE
PLANTINGS ARE TO OCCUR AS INDICATED. SOD
SHALL BE BERMUDA. SOD SHALL ONLY BE
INSTALLED AT THE APPROPRIATE TIME OF YEAR TO
INSURE SURVIVAL.
KEY PLAN
421 FAYETTEVILLE STREET
SUITE 400
RA919.3
S
T 919.380.87601
.8 50
50
F 919.719.1049
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GRAPHIC SCALE
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CODE ID. NO. 80091
1 SIZE D
SCALE: AS NOTED
MAXIMO NO.
STA. PROJ. NO.
WORK ORDER NO.
CONSTR. CONTR. NO.
N40085-08-C-1419
SHEET OF
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