NCC203301_Site Plan or Location Map_20200804

53
RD
T L NIPE
ZL ARTRIDGE
GREATER SANDY RUN AREA
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Richlands
Warsaw tip
Beulaville
Jacksonville
Magnolia G Swansboro
CHATEAU RD
T L RKEY
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CAMP
GEIGER
JACKSONVILLE
NEW RIVER
AIR STATION
VERONA LOOP ROAD
172
T
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MEANS HIGH WATER +1.50
MEANS SEA LEVEL 0.00
MEANS LOW WATER —1.50
GRAPHIC SCALE
6000
0 3000 6000 12000 24000
( IN FEET )
1 inch = 6000ft.
LOCATION MAP U.S, VARRE CORPS BASE, CAMP JEJEUNE, N.C.
SCALE: 1 " = 6000'
CHERRY POINT
i
Otway
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�— orehead City I I
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10 0 10 20
Acme
Delco Wilmington GRAPHIC SCALE IN MILES
na s Leland
I Q
Bolton
VICINITY MAP - CAMP LEJEUNE, N.C.
11,
5401 v rlo
BEARI
DRAWING INDEX
NAVFAC DWG NO.
SHEET NO.
TITLE
NAVFAC DWG NO.
SHEET NO.
TITLE
60024336
T001
TITLE PAGE
60024337
C101
SITE PLAN
60024338
C102
SITE PLAN - OPTION
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GP/TLZ Drainage Repair 2019
GP-1
Drainage Repair area at GP-1
Total Acres = 15
N
W* F,
S
Prepared: 22 April 2019
Author: William Van Pelt
Organization: Range Maintenance Branch
Telephone: [phone]
0 50 100 200
Meters
Map Projection: UTM (NAD83, GRS 1980)
Map Generated using the Geographic Information System
Managed by the GIS Office
Communications/Information Technology Services Division (CITSD)
Business & Logistics Support Department (BLSD)
NOTE: THIS MAP IS FOR REFERENCE ONLY
THIS MAP IS FOR OFFICIAL USE ONLY (FOUO)
Although every effort has been made to ensure the accuracy of information, errors and
conditions originating from the physical sources used to develop the database may be
reflected in the data supplied. The requestor must be aware of data conditions and
ultimately bear responsibility for the appropriate use of the information with respect
to possible errors, original map scale, collection methodology, currency of data, and
other specific conditions to certain data.
GP/TLZ Erosion Repair 2019
TLZ Crane
= Erosion Repair area at TLZ Crane
Total Acres = 14
N
W �/ 1?
S
Prepared: 22 April 2019
Author: William Van Pelt
Organization: Range Maintenance Branch
Telephone: [phone]
0 20 40 80
Meters
t . 7 --
Map Projection: UTM (NAD83, GRS 1980)
Map Generated using the Geographic Information System
Managed by the GIS Office
Communications/Information Technology Services Division (CITSD)
Business & Logistics Support Department (BLSD)
NOTE: THIS MAP IS FOR REFERENCE ONLY
THIS MAP IS FOR OFFICIAL USE ONLY (FOUO)
Although every effort has been made to ensure the accuracy of information, errors and
conditions originating from the physical sources used to develop the database may be
reflected in the data supplied. The requestor must be aware of data conditions and
ultimately bear responsibility for the appropriate use of the information with respect
to possible errors, original map scale, collection methodology, currency of data, and
other specific conditions to certain data.
GP-37 Grub and Grade
GP-37 Footprint
II Area "A" = 6 Acres
Area "B" = 5 Acres
Total Acres = 11
NOTE: No trees exist in area "A" or "B"
N
W 1 � 1:
W
S
Prepared: 22 April 2019
Author: William Van Pelt
Organization: Range Maintenance Branch
Telephone: [phone]
0 35 70 140
Meters
Map Projection: UTM (NAD83, GRS 1980)
Map Generated using the Geographic Information System
Managed by the GIS Office
Communications/Information Technology Services Division (CITSD)
Business & Logistics Support Department (BLSD)
NOTE: THIS MAP IS FOR REFERENCE ONLY
THIS MAP IS FOR OFFICIAL USE ONLY (FOUO)
Although every effort has been made to ensure the accuracy of information, errors and
conditions originating from the physical sources used to develop the database may be
reflected in the data supplied. The requestor must be aware of dam conditions and
ultimately bear responsibility for the appropriate use of the information with respect
to possible errors, original map scale, collection methodology, currency of data, and
other specific conditions to certain data.
�, 's �►w� . " ��9
; 0
1
GP/TLZ Erosion Repair 2019
TLZ Bluebird
cc
fit, j.16� 15}�
Erosion Repair area at TLZ Bluebird
Total Acres - 19
��3
y`
*.1 ZZ1�20��\ s
1 � 4
9 16 w
,w11' � ► �
S
Bluebird
Prepared: 22 April 2019
Author: William Van Pelt
Organization: Range Maintenance Branch
,t
,
Telephone: [phone]
►� ,p 17 ^
10 1.� 1 �0
w� .11-�� -�,= 0
�
0 75 150 300
Meters
73 12
1,1JCjt
✓/yam''
o ti� fir. 7p
73
,2 10
1 7p
w
Alf L
r�
Map Projection: UTM (NAD83, GRS 1980)
Map Generated using the Geographic Information System
Managed by the GIS Office
Communications/Information Technology Services Division (CITSD)
Business & Logistics Support Department (BLSD)
_
�"> S' ► ', , 9 _
NOTE: THIS MAP IS FOR REFERENCE ONLY
THIS MAP IS FOR OFFICIAL USE ONLY (FOUO)
Although every effort has been made to ensure the accuracy of information, errors and
conditions originating from the physical sources used to develop the database may be
a7 �•' J 1 `
reflected in the data supplied. The requestor must be aware of data conditions and
ultimately bear responsibility for the appropriate use of the information with respect
to possible errors, original map scale, collection methodology, currency of data, and
9 10 G �r
other specific conditions to certain data.
/ \
,, � lllw����`•w �`,,� �•�a= � � \ ,-36` �` �t � r 2� 2gd- N -
,a
GP/TLZ Drainage Repair 2019
2a s'!`
TLZ Lark
i
K y e •1 .r J � � N � 30 n
� '
3> 36
- `� � � 2 . 2 ►� t�
TLZ Lark
Drainage Repairs at TLZ Lark
Total Acres = 9
a a €'
N
�` � � � ~ 2
`
,q�, wo •� I rye • 26
39 39
all
Prepared: 22 April 2019
39 35� l ��
Author: William Van Pelt
Range Maintenance Branch
Organization:
..a
0 39 3, 25
e'•ww
Telephone: [phone]
a
0 55 110 220
Meters
All
Repair drainage
ti$ l�j along access road
27. 34 33 w�
°1 w.
29
a 36
2
1.. 26 � 't dq► �w
• �
,� `Lt` � 1� •• � 32
1
,cam r
yy i
21
Map Projection: UTM (NAD83, GRS 1980)
\
36
23 ,gy 30
Map Generated using the Geographic Information System
3p
Managed by the GIS Office
Communications/Information Technology Services Division (CITSD)
Business & Logistics Support Department (BLSD)
}ww) k
NOTE: THIS MAP IS FOR REFERENCE ONLY
THIS MAP IS FOR OFFICIAL USE ONLY (FOUO)
io �� % �' `• �'
` 2j7 �+� `
Although every effort has been made to ensure the accuracy of information, errors and
conditions originating from the physical sources used to develop the database may be
reflected in the data supplied. The requestor must be aware of data conditions and
7 _ 1
S
34'
ultimate) bear responsibility for the appropriate use of the information with respect
Y P tYcoP
to possible errors, original map scale, collection methodology, currency of data, and
- _
other specific conditions to certain data.
GP/TLZ Erosion Repair 2019
TLZ Condor
Erosion Repair area at TLZ Condor
Total Acres = 22
Prepared: 22 April 2019
Author: William Van Pelt
Organization: Range Maintenance Branch
Telephone: [phone]
0 50 100 200
Meters
Map Projection: UTM (NAD83, GRS 1980)
Map Generated using the Geographic Information System
Managed by the GIS Office
Communications/Information Technology Services Division (CITSD)
Business & Logistics Support Department (BLSD)
NOTE: THIS MAP IS FOR REFERENCE ONLY
THIS MAP IS FOR OFFICIAL USE ONLY (FOUO)
Although every effort has been made to ensure the accuracy of information, errors and
conditions originating from the physical sources used to develop the database may be
reflected in the data supplied. The requestor must be aware of dam conditions and
ultimately bear responsibility for the appropriate use of the information with respect
to possible errors, original map scale, collection methodology, currency of data, and
other specific conditions to certain data.
SCOPE OF WORK
THIS PROJECT WILL REPAIR VARIOUS LANDING ZONES AND GUN POSITIONS FROM EROSION AND TO PROMOTE DRAINAGE.
GP-1 DRAINAGE REPAIR / TLZ BLUEBIRD EROSION REPAIR / TLZ CRANE EROSION REPAIR / TLZ LARK DRAINAGE REPAIR / TLZ CONDOR EROSION REPAIR:
1. SURVEY AREA. DESIGN SITE PLAN TO PROVIDE POSITIVE DRAINAGE. USE EXISTING LANDSCAPE FEATURES TO THE MAXIMUM EXTENT POSSIBLE. MAXIMUM SLOPE IS 12%.
SWALES SHOULD HAVE A MAXIMUM 3:1 SLOPE ON THE SIDES TO ALLOW WHEELED VEHICLES TO TRANSVERSE THE SWALE.
2. SECURE NCDENR EROSION AND SEDIMENTATION CONTROL PERMITS.
3. INSTALL EROSION AND SEDIMENTATION CONTROLS THAT INCLUDES SILT FENCES, CHECK DAMS AND DIVERSION DITCHES. REMOVE UPON COMPLETION OF THE PROJECT.
4. FILL, GRADE AND STABILIZE AREA TO ELIMINATE EROSION HAZARDS.
5. OBTAIN ALL OF THE FILL NEEDED TO COMPLETE THIS PROJECT FROM ON SITE GRADING ACTIVITIES, MATERIAL STOCKPILE AT TLZ CONDOR OR OP-5.
6. ALL AREAS WITHIN THE PROJECT BOUNDARY INDICATED TO BE REVEGETATED SHALL BE PREPARED, SEEDED AND STABILIZED WITH THE PROJECT VEGETATION PLAN.
GP-37 GRUB AND GRADE:
1. GRUB DESIGNATED AREA TO REMOVE STUMPS, BUSHES AND OTHER VEGETATION REMAINING. TREES HAVE PREVIOUSLY BEEN HARVESTED FROM DESIGNATED AREA.
2. SURVEY AREA. DESIGN SITE PLAN TO PROVIDE POSITIVE DRAINAGE. USE EXISTING LANDSCAPE FEATURES TO THE MAXIMUM EXTENT POSSIBLE. MAXIMUM SLOPE IS 12%.
SWALES SHOULD HAVE A MAXIMUM 3:1 SLOPE ON THE SIDES TO ALLOW WHEELED VEHICLES TO TRANSVERSE THE SWALE.
3. SECURE NCDENR EROSION AND SEDIMENTATION CONTROL PERMITS.
4. INSTALL EROSION AND SEDIMENTATION CONTROLS THAT INCLUDES SILT FENCES, CHECK DAMS AND DIVERSION DITCHES. REMOVE UPON COMPLETION OF THE PROJECT.
5. FILL, GRADE AND STABILIZE AREA TO ELIMINATE EROSION HAZARDS.
6. OBTAIN ALL OF THE FILL NEEDED TO COMPLETE THIS PROJECT FROM ON SITE GRADING ACTIVITIES, MATERIAL STOCKPILE AT TLZ CONDOR OR OP-5.
7. ALL AREAS WITHIN THE PROJECT BOUNDARY INDICATED TO BE REVEGETATED SHALL BE PREPARED, SEEDED AND STABILIZED WITH THE PROJECT VEGETATION PLAN.
GENERAL NOTES
1. CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES PRIOR TO GROUND DISTURBING ACTIVITIES.
2. CONTRACTOR SHALL FIELD VERIFY ALL MEASUREMENTS. THE MEASUREMENT AND QUANTITIES FURNISHED HERE ARE FOR REFERENCE ONLY. THE CONTRACTOR IS
RESPONSIBLE FOR ACTUAL FIELD VERIFICATION PRIOR TO BIDDING, ORDERING MATERIALS AND DURING EVERY STEP OF CONSTRUCTION FOR EXISTING SURFACES, DIMENSIONS
AND CONDITIONS.
3. PRESERVE AND PROTECT ALL EXISTING UTILITIES. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO UTILITIES. REPAIR OR REPLACEMENT OF DAMAGED UTILITIES SHALL
BE INSPECTED BY THE OWNER OF THE REPAIRED UTILITY BEFORE COVERING UP WORK WITH DIRT OF OTHER MATERIAL.
4. CONTRACTOR MUST MINIMIZE SEDIMENT MIGRATION DOWNSTREAM TO THE MAXIMUM EXTENT PRACTICAL.
5. REFERENCE MANUFACTURE'S TECHNICAL SPECIFICATION FOR INSTALLATION INSTRUCTIONS. ALL WORK SHALL BE IN ACCORDANCE WITH THE LATEST VERSION OF THE
INTERNATIONAL BUILDING CODE (IBC).
6. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH ROICC. NOTIFY THE ROICC IMMEDIATELY OF HIDDEN DAMAGE OR POTENTIAL REPAIR REQUIREMENTS
THAT ARE NOT SPECIFIED WITHIN THIS SCOPE AND DISCOVERED DURING THE COURSE OF WORK.
7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL (INCLUDING PEDESTRIAN TRAFFIC) NECESSARY TO SAFELY CONDUCT CONSTRUCTION ACTIVITIES. ALL
TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE MUTCD. THE ROADS AND DRIVEWAYS ADJACENT TO THE RIGHT OF WAY WILL REMAIN OPEN. THE CONTRACTOR SHALL
CONDUCT OPERATIONS SO AS TO CAUSE THE LEAST POSSIBLE INTERFERENCE WITH NORMAL OPERATIONS TO THE MAXIMUM EXTENT POSSIBLE. CONTRACTOR SHALL
COORDINATE TRAFFIC CONTROL WITH BASE PMO AT 415-8381.
8. JOBSITE SHALL BE KEPT CLEAR OF ALL DEBRIS AND TRASH. PROPERLY REMOVE, HAUL AND DISPOSE OF ALL DEBRIS. THE CONTRACTOR SHALL NOT UTILIZE THE DUMPSTER
PROVIDED BY CAMP LEJEUNE FOR THE OCCUPANTS OF THE BUILDING.
9. THE CAMP LEJEUNE LANDFILL MAY NOT BE UTILIZED FOR THE DISPOSAL OF BUILDING MATERIAL.
10. CONTRACTOR, THRU THE CONSTRUCTION MANAGER, SHALL CONTACT RANGE MAINTENANCE BRANCH (451-1234) IMMEDIATELY FOLLOWING AWARD OF CONTRACT WITH
PLANNED WORK SCHEDULE IN ORDER FOR THE TRAINING AREA / RANGE TO BE SCHEDULED. THE CONTRACTOR SHALL ALSO INFORM RANGE MAINTENANCE BRANCH IMMEDIATELY
DURING CONSTRUCTION OF ANY WORK SCHEDULE CHANGES.
11. CONTRACTOR SHALL CONTACT RANGE CONTROL (451-3064) DAILY UPON ENTERING AND LEAVING THE WORK SITE.
12. FILL AT OP-5 MAY CONTAIN CONSTRUCTION DEBRIS AND MAY REQUIRE SCREENING PRIOR TO USE.
HAZARDOUS MATERIALS
1. NO HAZARDOUS MATERIALS HAVE BEEN IDENTIFIED AT THE SITE. IF CONTAMINATED SOIL IS SUSPECTED THROUGH VISUAL OBSERVATION OR ODORS, IMMEDIATELY STOP
WORK, CALL 911 AND EMD AT 451-9017.
SPECIAL SEEDING NOTE:
CUT AND FILL SLOPES 3:1 OR FLATTER WILL, WITHIN 7 CALENDAR DAYS OF
COMPLETION OF ANY PHASE OF GRADING, BE PLANTED AND PROVIDED WITH
TEMPORARY OR PERMANENT GROUND COVER, DEVICES OR STRUCTURES
SUFFICIENT TO RESTRAIN EROSION. ADDITIONALLY, WITHIN 7 DAYS, SLOPES
STEEPER THAN 3:1 SHALL BE PROVIDED WITH TEMPORARY OR PERMANENT GROUND
COVER AND SHALL BE PLANTED.
VEGETATIVE SEEDING SCHEDULE
PRIMARY SEED MIX (ALL YEAR)
AFTER COMPLETION OF GRADING ACTIVITIES AND THE
CONSTRUCTION OF SWALES. ALL EXPOSED AREAS SHALL BE
SEEDED TO THE FOLLOWING SPECIFICATION:
SFFD RFD
LIME
2 TONS PER ACRE
FERTILIZER
2 TONS PER ACRE
SEED
RYE GRAIN
100 LBS PER ACRE
TALL FESCUE
200 LBS PER ACRE
SUPPLEMENTAL SEED MIX (MARCH THROUGH OCTOBER)
CENTIPEDE
10 LBS PER ACRE
PROCEDURE
STRAW MULCH SHALL BE APPLIED AT A RATE WHICH WILL INSURE
APPROXIMATELY 90% COVERAGE OF THE SEEDED AREA. THE
STRAW AND SOWN SEED WILL BE LIGHTLY DISCED INTO THE BED
TO GIVE IT FURTHER RESISTANCE TO BLOWING AND WASHING.
THE CONTRACTOR SHALL GUARANTEE A FULL STAND OF GRASS
OVER THE ENTIRE DISTURBED AREA. IF NECESSARY TO
CONTRACTOR WILL WET DOWN THE AREAS TO ASSIST IN SEED
GERMINATION OR AID IN GROWTH IN TIMES OF EXCESSIVELY DRY
WEATHER. A STAND OF GRASS WILL BE CONSIDERED ACCEPTABLE
WHEN THE ENTIRE STAND OF GRASS IS AT LEAST FOUR INCHES
HIGH AND HAS ACHIEVED AT LEAST 95% COVERAGE OF DISTURBED
AREAS. RESEEDING WILL BE REQUIRED AS NECESSARY BY THE
CONTRACTOR TO OBTAIN THE SPECIFIED STAND OF GRASS

`
GP/TLZ Drainage Repair 2019
p
ALZ- 28
1 35 32 33
7 M 34 3p 26
3� 27
c Euro MOUT 31
E—Drainage Repair area at ALZ- 28
Staff BIdg.20
A I ( (SCR117)
Total Acres = 4
.t
N
F.
Wa
37
M° a
S
ALZ- 28
V
Prepared: 23 April 2019
.�
Author: William Van Pelt
a
36 ��
Organization: Range Maintenance Branch
Telephone: [phone]
d v
M
0 20 40 80
'
Meters
y
t ,
Remove tree and stump
CR140
00 Repair drainage
on both sides of
the access road
p6 ♦ M
Map Projection: UTM (NAD83, GRS 1990)
Map Generated using the Geographic Information System
Managed by the GIS Office
v� MI A C
7 .
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Y�
Communications/Information Technology Services Division (CITSD)
Business &Logistics Support Department (BLSD)
ao
NOTE: THIS MAP IS FOR REFERENCE ONLY
THIS MAP IS FOR OFFICIAL USE ONLY (FOUO)
r
0
Although every effort has been made to ensure the accuracy of information, errors and
^�
conditions originating from the physical sources used to develop the database may be
pj
M�
reflected in the data supplied. The requestor must be aware of data conditions and
ultimately bear responsibility for the appropriate use of the information with respect
v`b
to possible errors, original map scale, collection methodology, currency of data, and
other specific conditions to certain data.
GP/TLZ Drainage Repair 2019
TLZ Egret
= Drainage Repair area at TLZ Egret
Total Acres = 22
N
W 1 E
S.
Prepared: 23 April 2019
Author: William Van Pelt
Organization: Range Maintenance Branch
Telephone: [phone]
0 45 90 180
Meters
Map Projection: UTM (NAD83, GRS 1980)
Map Generated using the Geographic Information System
Managed by the GIS Office
Communications/Information Technology Services Division (CITSD)
Business & Logistics Support Department (BLSD)
NOTE: THIS MAP IS FOR REFERENCE ONLY
THIS MAP IS FOR OFFICIAL USE ONLY (FOUO)
Although every effort has been made to ensure the accuracy of information, errors and
conditions originating from the physical sources used to develop the database may be
reflected in the data supplied. The requestor must be aware of data conditions and
ultimately bear responsibility for the appropriate use of the information with respect
to possible errors, original map scale, collection methodology, currency of data, and
other specific conditions to certain data.
GP/TLZ Drainage Repair 2019
"4
GP-23
Drainage Repair areas GP-23
Total Acres = 2
Tree Removal GP-23
Total Acres = 17
N
W 111 E
Weil point
. .
Rd
S
Prepared: 23 April 2019
Author: William Van Pelt
/.
Organization: Range Maintenance Branch
Telephone: [phone]
0 62.5 125 250
Meters
s
�s
Repair road and
drainage on roadside
t Repair drainage on roadside &
�► install culvert and add gravel
I'
Range EOD-3
Map Projection: UTM (NAD83, GRS 1980)
Map Generated using the Geographic Information System
Managed by the GIS Office
Communications/Information Technology Services Division (CITSD)
Business & Logistics Support Department (BLSD)
NOTE: THIS MAP IS FOR REFERENCE ONLY
THIS MAP IS FOR OFFICIAL USE ONLY (FOUO)
Although every effort has been made to ensure the accuracy of information, errors and
conditions originating from the physical sources used to develop the database may be
reflected in the data supplied. The requestor must be aware of dam conditions and
ultimately bear responsibility for the appropriate use of the information with respect
to possible errors, original map scale, collection methodology, currency of data, and
other specific conditions to certain data.
N
Repair drainage
along access road
.�•: - -ate
36
---
35
GP/TLZ Drainage Repair 2019
GP-26
Drainage Repair area at GP-26
Total Acres = 9
36
�3231
S
Prepared: 22 April 2019
1.
Author: William Van Pelt
Organization: Range Maintenance Branch
Telephone: [phone]
0 25 50 100
x ON„�I Meters
M
36
Map Projection: UTM (NAD83, GRS 1980)
Map Generated using the Geographic Information System
Managed by the GIS Office
T
Communications/Info rmation Technology Services Division (CITSD)
ti6
Business & Logistics Support Department (BLSD)
NOTE: THIS MAP IS FOR REFERENCE ONLY
THIS MAP IS FOR OFFICIAL USE ONLY (FOUO)
Although every effort has been made to ensure the accuracy of information, errors and
35
conditions originating from the physical sources used to develop the database may be
_
reflected in the data supplied. The requestor must be aware of data conditions and
ultimately bear responsibility for the appropriate use of the information with respect
to possible errors, original map scale, collection methodology, currency of data, and
other specific conditions to certain data.
GP/TLZ Drainage Repair 2019
GP-2/TLZ Swan
= Drainage Repair area GP-2/TLZ Swan
Total Acres = 19
N
W*E
S
Prepared: 23 April 2019
Author: William Van Pelt
Organization: Range Maintenance Branch
Telephone: [phone]
0 40 80 160
Meters
Map Projection: UTM (NAD83, GRS 1980)
Map Generated using the Geographic Information System
Managed by the GIS Office
Communications/Information Technology Services Division (CITSD)
Business & Logistics Support Department (BLSD)
NOTE: THIS MAP IS FOR REFERENCE ONLY
THIS MAP IS FOR OFFICIAL USE ONLY (FOUO)
Although every effort has been made to ensure the accuracy of information, errors and
conditions originating from the physical sources used to develop the database may be
reflected in the data supplied. The requestor must be aware of dam conditions and
ultimately bear responsibility for the appropriate use of the information with respect
to possible errors, original map scale, collection methodology, currency of data, and
other specific conditions to certain data.
SCOPE OF WORK
THIS PROJECT WILL REPAIR VARIOUS LANDING ZONES AND GUN POSITIONS FROM EROSION AND TO PROMOTE DRAINAGE.
THE FOLLOWING IS BID OPTION 1:
ALZ-28 DRAINAGE REPAIR / GP-26 DRAINAGE REPAIR / TLZ EGRET DRAINAGE REPAIR / GP-2 DRAINAGE REPAIR / GP-23 DRAINAGE REPAIR:
1. SURVEY AREA. DESIGN SITE PLAN TO PROVIDE POSITIVE DRAINAGE. USE EXISTING LANDSCAPE FEATURES TO THE MAXIMUM EXTENT POSSIBLE. MAXIMUM SLOPE IS 12%.
SWALES SHOULD HAVE A MAXIMUM 3:1 SLOPE ON THE SIDES TO ALLOW WHEELED VEHICLES TO TRANSVERSE THE SWALE.
2. SECURE NCDENR EROSION AND SEDIMENTATION CONTROL PERMITS.
3. INSTALL EROSION AND SEDIMENTATION CONTROLS THAT INCLUDES SILT FENCES, CHECK DAMS AND DIVERSION DITCHES. REMOVE UPON COMPLETION OF THE PROJECT.
4. FILL, GRADE AND STABILIZE AREA TO ELIMINATE EROSION HAZARDS.
5. OBTAIN ALL OF THE FILL NEEDED TO COMPLETE THIS PROJECT FROM ON SITE GRADING ACTIVITIES, MATERIAL STOCKPILE AT TLZ CONDOR OR OP-5.
6. ALL AREAS WITHIN THE PROJECT BOUNDARY INDICATED TO BE REVEGETATED SHALL BE PREPARED, SEEDED AND STABILIZED WITH THE PROJECT VEGETATION PLAN.
THE FOLLOWING IS BID OPTION 2:
ALZ-28 DRAINAGE REPAIR / GP-26 DRAINAGE REPAIR / TLZ EGRET DRAINAGE REPAIR / GP-2 DRAINAGE REPAIR / GP-23 DRAINAGE REPAIR:
1. SURVEY AREA. DESIGN SITE PLAN TO PROVIDE POSITIVE DRAINAGE. USE EXISTING LANDSCAPE FEATURES TO THE MAXIMUM EXTENT POSSIBLE. MAXIMUM SLOPE IS 12%.
SWALES SHOULD HAVE A MAXIMUM 3:1 SLOPE ON THE SIDES TO ALLOW WHEELED VEHICLES TO TRANSVERSE THE SWALE.
2. SECURE NCDENR EROSION AND SEDIMENTATION CONTROL PERMITS.
GENERAL NOTES
1. CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES PRIOR TO GROUND DISTURBING ACTIVITIES.
2. CONTRACTOR SHALL FIELD VERIFY ALL MEASUREMENTS. THE MEASUREMENT AND QUANTITIES FURNISHED HERE ARE FOR REFERENCE ONLY. THE CONTRACTOR IS
RESPONSIBLE FOR ACTUAL FIELD VERIFICATION PRIOR TO BIDDING, ORDERING MATERIALS AND DURING EVERY STEP OF CONSTRUCTION FOR EXISTING SURFACES, DIMENSIONS
AND CONDITIONS.
3. PRESERVE AND PROTECT ALL EXISTING UTILITIES. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO UTILITIES. REPAIR OR REPLACEMENT OF DAMAGED UTILITIES SHALL
BE INSPECTED BY THE OWNER OF THE REPAIRED UTILITY BEFORE COVERING UP WORK WITH DIRT OF OTHER MATERIAL.
4. CONTRACTOR MUST MINIMIZE SEDIMENT MIGRATION DOWNSTREAM TO THE MAXIMUM EXTENT PRACTICAL.
5. REFERENCE MANUFACTURE'S TECHNICAL SPECIFICATION FOR INSTALLATION INSTRUCTIONS. ALL WORK SHALL BE IN ACCORDANCE WITH THE LATEST VERSION OF THE
INTERNATIONAL BUILDING CODE (IBC).
6. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH ROICC. NOTIFY THE ROICC IMMEDIATELY OF HIDDEN DAMAGE OR POTENTIAL REPAIR REQUIREMENTS
THAT ARE NOT SPECIFIED WITHIN THIS SCOPE AND DISCOVERED DURING THE COURSE OF WORK.
7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL (INCLUDING PEDESTRIAN TRAFFIC) NECESSARY TO SAFELY CONDUCT CONSTRUCTION ACTIVITIES. ALL
TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE MUTCD. THE ROADS AND DRIVEWAYS ADJACENT TO THE RIGHT OF WAY WILL REMAIN OPEN. THE CONTRACTOR SHALL
CONDUCT OPERATIONS SO AS TO CAUSE THE LEAST POSSIBLE INTERFERENCE WITH NORMAL OPERATIONS TO THE MAXIMUM EXTENT POSSIBLE. CONTRACTOR SHALL
COORDINATE TRAFFIC CONTROL WITH BASE PMO AT 415-8381.
8. JOBSITE SHALL BE KEPT CLEAR OF ALL DEBRIS AND TRASH. PROPERLY REMOVE, HAUL AND DISPOSE OF ALL DEBRIS. THE CONTRACTOR SHALL NOT UTILIZE THE DUMPSTER
PROVIDED BY CAMP LEJEUNE FOR THE OCCUPANTS OF THE BUILDING.
9. THE CAMP LEJEUNE LANDFILL MAY NOT BE UTILIZED FOR THE DISPOSAL OF BUILDING MATERIAL.
10. CONTRACTOR, THRU THE CONSTRUCTION MANAGER, SHALL CONTACT RANGE MAINTENANCE BRANCH (451-1234) IMMEDIATELY FOLLOWING AWARD OF CONTRACT WITH
PLANNED WORK SCHEDULE IN ORDER FOR THE TRAINING AREA / RANGE TO BE SCHEDULED. THE CONTRACTOR SHALL ALSO INFORM RANGE MAINTENANCE BRANCH IMMEDIATELY
DURING CONSTRUCTION OF ANY WORK SCHEDULE CHANGES.
11. CONTRACTOR SHALL CONTACT RANGE CONTROL (451-3064) DAILY UPON ENTERING AND LEAVING THE WORK SITE.
12. FILL AT OP-5 MAY CONTAIN CONSTRUCTION DEBRIS AND MAY REQUIRE SCREENING PRIOR TO USE.
HAZARDOUS MATERIALS
1. NO HAZARDOUS MATERIALS HAVE BEEN IDENTIFIED AT THE SITE. IF CONTAMINATED SOIL IS SUSPECTED THROUGH VISUAL OBSERVATION OR ODORS, IMMEDIATELY STOP
WORK, CALL 911 AND EMD AT 451-9017.
SPECIAL SEEDING NOTE:
CUT AND FILL SLOPES 3:1 OR FLATTER WILL, WITHIN 7 CALENDAR DAYS OF
COMPLETION OF ANY PHASE OF GRADING, BE PLANTED AND PROVIDED WITH
TEMPORARY OR PERMANENT GROUND COVER, DEVICES OR STRUCTURES
SUFFICIENT TO RESTRAIN EROSION. ADDITIONALLY, WITHIN 7 DAYS, SLOPES
STEEPER THAN 3:1 SHALL BE PROVIDED WITH TEMPORARY OR PERMANENT GROUND
COVER AND SHALL BE PLANTED.
VEGETATIVE SEEDING SCHEDULE
PRIMARY SEED MIX (ALL YEAR)
AFTER COMPLETION OF GRADING ACTIVITIES AND THE
CONSTRUCTION OF SWALES. ALL EXPOSED AREAS SHALL BE
SEEDED TO THE FOLLOWING SPECIFICATION:
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LIME
2 TONS PER ACRE
FERTILIZER
2 TONS PER ACRE
SEED
RYE GRAIN
100 LBS PER ACRE
TALL FESCUE
200 LBS PER ACRE
SUPPLEMENTAL SEED MIX (MARCH THROUGH OCTOBER)
CENTIPEDE
10 LBS PER ACRE
PROCEDURE
STRAW MULCH SHALL BE APPLIED AT A RATE WHICH WILL INSURE
APPROXIMATELY 90% COVERAGE OF THE SEEDED AREA. THE
STRAW AND SOWN SEED WILL BE LIGHTLY DISCED INTO THE BED
TO GIVE IT FURTHER RESISTANCE TO BLOWING AND WASHING.
THE CONTRACTOR SHALL GUARANTEE A FULL STAND OF GRASS
OVER THE ENTIRE DISTURBED AREA. IF NECESSARY TO
CONTRACTOR WILL WET DOWN THE AREAS TO ASSIST IN SEED
GERMINATION OR AID IN GROWTH IN TIMES OF EXCESSIVELY DRY
WEATHER. A STAND OF GRASS WILL BE CONSIDERED ACCEPTABLE
WHEN THE ENTIRE STAND OF GRASS IS AT LEAST FOUR INCHES
HIGH AND HAS ACHIEVED AT LEAST 95% COVERAGE OF DISTURBED
AREAS. RESEEDING WILL BE REQUIRED AS NECESSARY BY THE
CONTRACTOR TO OBTAIN THE SPECIFIED STAND OF GRASS