SW8881011_APPROVED PLANS_20131009

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 815 m i
DOC TYPE
❑ CURRENT PERMIT
© APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2013/0001
YYYYMMDD

CONSTRUCT PARKING LOTS,
HADNOT POINT AND FRENCH CREEK
MARINE CORPS BASE CAMP LEJEUNE
CONTRACT NO. N40085-13-B-0124
w
AW SEC
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IS
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LANDFILL
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FRENCH BORROW PIT
< CREEK
AREA �S
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6000 0 6000
SEE SHEET C-1 FOR SITE LOCATION MAPS I\�IC
SCALE OF FEET
LOCATION MAP - U.S. MARINE CORPS BASE
CAMP LEJEUNE, NC
SPECIAL SEEDING NOTE:
��,e LP�iS �•� ° ^ CUT W 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
" I SUFFICIENT TO RESTRAIN EROSION. ADDITIONALLY, WITHIN 7 DAYS, SLOPES
4 STEEPER THAN 3-1 SHALL BE PROVIDED WITH TEMPORARY OR PERMANENT
.- GROUND COVER, AND SHALL BE PLANTED-
Lo
VICINITY MAP - CAMP LEJEUNE, N.C.
12000
INDEX OF DRAWINGS
NAVFAC NO.
SHEET NO.
TITLE
60013978
CS
COVER SHEET
60013979
C-1
SITE LOCATION MAPS
60013980
G-2
BUILDING 313- EXISTING CONDITIONS AND DEMOLITION PLAN
60013981
C-3
BUILDING 313-SITE LAYOUT PLAN
60013982
CHI
BUILDING 313- SITE GRADING PLAN
60013983
C5
BUILDING 313- STORMWATER POND PLAN
600139B4
C-6
BUILDING 1747 - EXISTING CONDITIONS AND DEMOLITION PLAN
60013985
C-7
BUILDING 1747-SITE LAYOUT PLAN
60013986
C3
BUILDING 1747- SITE GRADING PLAN
60013987
CA
BUILDING 1747- STORMWATER POND PLAN
60013988
C-10
FC255- EXISTING CONDITIONS AND DEMOLITION PLAN
60013989
G-11
FC255-SITE LAYOUT PLAN
60013990
C-12
FC255- SITE GRADING PLAN
60013991
C-13
FC308- EXISTING CONDITIONS AND DEMOLITION PLAN
60013992
C-14
FC308-SITE LAYOUT PLAN
60013993
C-15
FC308- SITE GRADING PLAN
60013994
C-16
FC308- STORMWATER POND PLAN
60013995
C-17
FC375-SITE LAYOUT PLAN
60013996
C-18
FC375- SITE GRADING PLAN
60013997
G-19
DETAILS
60013998
C-20
DETAILS
60013999
E-1
BUILDING 313-SITE ELECTRIC PLAN
60014000
E-2
BUILDING 1747- SITE ELECTRIC PLAN
60014001
E3
FC255 - SITE ELECTRIC PLAN
60014002
E4
FC309- SITE ELECTRIC PLAN
60014003
E5
ELECTRICAL DETAILS
ABBREVIATIONS
APPRCA APPROXIMATE/APPROXIMATELY
CJ CONTRACBON JOINT
CL, C/L CENTER LINE
OF CUBIC PEEL
CONT, CONTINUOUS
COP CORRUGATED METAL PIPE
CONC CONCRETE
CPP CORRUGATED PLASTIC PIPE
GLUM. CUMULATIVE
CIA.0 DIAMETER
DI (STORM DRAIN) DROP INLET
DINH DRAINAGF MANHOLE
FL=, ELEV ELEVATION
FASTING
LLEO. ELECTRIC, LLECTRICAL
ETC ET CEILRA
EX., EXIST. EXISTING
FFS FLARED END SECTION
FIT FIRE HYDRANT
WK HEATING. VENPUTION AND MR
CONDITIONING (EQUIPMENT)
INV INVERT
MAC MAC NIL (CONTROO
MAX MAXIMUM
MIN MINIMUM
N. NORTHING
NO -/I NUMBER
PIV POSH INDICATOR VALVE
WC POLYVINYL CHLORIDE PIPE
RCP REINFORCED CONCRETE PIPE
SKIT SQUARE SEWER MANHOLE
OF SQUARE FOOT/FEH
SLT SIL1 FENCE
THIN TEMPORARY BENCHMARK
CUP TYPICAL
VOL. VOLUME
WWF WELDED WIRE FABRIC
W AND
M AT
L PANS OR MINUS
PERCENT
EQUA
LS
CIVIL LEGEND
EXISTING
DESCRIPTION
NEW
Cb
WATER VALVE
PW ®
POST INDICTOR VALVE
SANITARY SEWER MANDOLL
C
ELECTRIC MANHOLE
O
COMMUN)?IONS MANHOLE
Q
STORM STAIN MANHOLE
O C
SANITARY SEWER CLEANDUT
❑
STORM DRAIN DROP MIEN
);T
IT BE HYDRANT
TPED® GE
COMMUNICATIONS PEDESTAL
l9wtt POLL/POLE WITH LIGHT
E
GUY WIRE
— -- -
DITCH/SWALE CENTERLINE_.-
- -
WEARY SLWER (GRAvOY)
— C
STORM SEWER
D
- - W --
DOMESTIC WATER
- - -. - -
ONYRHEAD ELECTRICk-
-- - --
UNDERGROUND ELECTRIGk-
-- UGC --
UNDERGROUND COMMUNICATIONS
—
FENCE
CONCRETE
0
ASPHALT
E _ _ _ ]
GRAVEL
®
SURVEY CONTROL PoNTH
Y
x S. G-
SPOT ELEVAUpNN
}7Q(„'Q'
----CY --
CONTOUR LINES
28
TREE
�-- r-
TREE TINE / CLEARING LIMIT
----CL----
SLT FENCE
---SLT---
- - - -
SOURCE/DES➢NATION UNKNOWN
OCR
CHECK TOM
PIPE INLEI/OWLET PROTECTION
❑
STORM DRAW/WLET PROTECTION
DEMOLITION ITEMS
x
NOTE:
1. ALL FILL MATERIAL NEEDED TO EXECUTE THIS PROJECT SHALL BE OBTAINED FP. i.M
THE FRENCH CREEK BORROW PIT OR FROM A PROPERLY PERMITTED COMMERCIAL
BORROW PIT AT THE CONTRACTORS OWN EXPENSE.
2, NO WETLAND AREAS ARE LOCATED WITHIN THE PROJECT LIMITS OF DISTURBANCE
DISCLOSURE OF INFORMATION
THE CONTRACTOR SHALL COMPLY AS FOLLOWS:
A THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION
ANY UNCLASSIFIED INFORMATION, REGARDLESS OF THE MEDIUM (E.G. FILM, TAPE. DOCUMENT),
PERTAINING TO ANY PART OF THIS CONTRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS
1. THE CONTRACTING OFFICER HAS C4EN PRIOR WRITTEN APPROVAL; OR
2. THE INFORMATION IS OTHERWISE IN THE PORK DOMAIN BEFORE THE DATE OF RELEASE.
B. REQUESTS FOR APPROVAL 9N21 IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE
MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS
REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 BAYS BEFORE THE PROPOSED DATE OF
RELEASE.
C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER
THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE
THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.
EROSION CONTROL NOTES:
SCHEDULE OF EROSION AND SEDIMENTATION CONTROL ACTIVITIES
1, INSTALL GRAVEL CONTROL ENTRANCE AT DESIGNATED PROJECT AREAS.
2, CONSTRUCT STORMWATER PONDS AT DESIGNATED PROJECT AREAS. POND SHALL
BE UTILIZED AS TEMPORARY SEDIMENT BASIN DURING CONSTRUCTION.
3, INSTALL SILT FENCING, DROP INLET PROTECTION, AND CHECK DAMS AT
DESIGNATED PROJECT AREAS.
4. COMPLETE IMPROVEMENTS AS INDICATED.
5. STABILIZE AND SEED ALL AREAS NOT TO BE FURTHER DISTURBED BY
CONSTRUCTION ACTIVITIES IN ACCORDANCE WITH THE PROJECT VEGETATION PLAN.
6. RESEED AS NECESSARY TO ESTABLISH FINAL VEGETATION.
7, ADDITIONAL MISCELLANEOUS EROSION CONTROL MEASURES MAY BE REQUIRED
WHEN DEEMED NECESSARY BY THE CONTRACTING OFFICER OR THE NCOENR'S
LAND QUALITY SECTION.
8, REMOVE ACCUMULATED SEDIMENT FROM STORMWATER POND AT COMPLETION OF
CONSTRUCTION.
9. REMOVE SILT FENCING, CHECK DAMS, AND GRAVEL CONTROL ENTRANCE ONCE
VEGETATION IS 95% ESTABLISHED.
MAINTENANCE PLAN
I. THE PROJECT FREES CONSTRUCTION PERMIT REQUIRES THAT EROSION CONTROL
DEVICES AND STORM WATER OUTFALLS BE INSPECTED WEEKLY AND WITHIN 24 HOURS
OF A 1/2-INCH RAIN EVENT. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
TO CONDUCT THESE INSPECTIONS AND MAINTAIN RECORDS UNTIL THE AREA HAS
STABILIZED EVIDENT BY 95% VEGETATIVE GROWTH FOR AREAS RECEIVING
EA ECE NG SEEDING TO
FACILITATE RAINFALL MONITORING, A RAIN GAUGE IS REQUIRED TO BE ON -SHE ONCE
STABILIZATION HAS BEEN ACCOMPLISHED, INSPECTION RECORDS ARE TO BE
FORWARDED TO THE CONTRACTING OFFICER AND ALL TEMPORARY EROSION CONTROL
MEASURES REMOVED. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING COMPLIANCE
WITH ALL PERMITS AND PLANS. ANY CHANGES MUST BE APPROVED BY THE STATE
PRIOR TO EXECUTION. A COPY OF THE EROSION AND SEDIMENTATION CONTROL PLAN,
LETTER OF APPROVAL AND NPDES CONSTRUCTION PERMIT MUST BE MAINTAINED BY
THE CONTRACTOR AT THE PROJECT SITE.
2. ALL AREAS WILL BE FERTILIZED, SEEDED, RESEEDED AS NECESSARY, AND MULCHED
ACCORDING TO SPECIFICATIONS IN THE VEGETATION PLAN IN ORDER TO ESTABLISH AND
MAINTAIN A VIGOROUS. DENSE VEGETATIVE COVER. ANY SEDIMENT TRACKED ONTO THE
ADJACENT ASPHALT ROAD SHALL BE REMOVED ON A DAILY BASIS.
3. SEDIMENT SHALL BE REMOVED FROM BEHIND SILT FENCING, CHECK DAMS, AND
DROP INLET PROTECTION WHEN THE SEDIMENT ACCUMULATES TO A DEPTH OF SIX
INCHES (6-) MAXIMUM.
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PH.E BBBOI
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M1N GAyMp�i SUBMITTED By
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/� � raPBovED PwB W IWcc
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T A wl P SATISFACTORY TO
CS
MARINE CORPS BASE
CONSTRUCT PARKING LOTS,
HADNOT POINT AND FRENCH CREEK
MARINE CORPS BASE, CAMP LEJEUNE, NC
COVER SHEET
DATE sIEE cWE1CFNl.Iq IMVFAC WANING NOT
F 80091 60013978
DATE taNBIR CGNIrt No. N4001313WBtl1
SOME. NOTED SPEC, BSIBUT]A SHEET 01 OF 26

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SITE LOCATION MAP - BUILDING 313 AREA NOT TO SCALE
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DISCLOSURE OF INFORMATION
THE CONTRACTOR SHILL COMPLY AS FOLLOWS;
A. THE CONTRACTOR SWILL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION
ANY UNCLASSIFIED INFORMATION, REGARDLESS OF THE MEDIUM (E.G. FILM, TAPE, DOCUMENT),
PERTAINING TO ANY PART OF THIS CONTRACT OR ANT PROGRAM RELATED TO THIS CONTRACT, UNLESS
I. THE CONTRACTING OFFICER HAS GIVEN PRIOR WRITTEN APPROVAL; OR
2. THE INFORMATION 5 OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE.
B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE
MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS
REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE THE PROPOSED DATE OF
RELEASE.
C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER
THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE
THROUGH THE PRIME CONTACTOR TO THE CONTRACTING OFFICER.

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REVISED DRAINAGE AREA MAP
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MERAL ON TR CTION NOT
I. THE LOCATION AND DEPTHS OF EXISTING UTILITIES SHOWN ARE
APPROXIMATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SCANNING
THE AREA OF WORK TO IDENTIFY TO HIS OWN SATISFACTION THE EXTENT
OF UTILITIES PRESENT INCLUDING THE UTILITIES INDICATED TO BE PRESENT,
THOSE NOT SHOWN, AND THOSE SHOWN TO BE IN A DIFFERENT LOCATION.
2, PHYSICAL SITE FEATURES OUTSIDE ME AREA OF WORK OR THOSE
FEATURES NOT RELEVANT TO THE WORK BEING PERFORMED ARE NOT
SHOWN FOR CLARITY.
3. GRADE EVENLY BETWEEN SPOT ELEVATIONS SHOWN.
4. PROVIDE ALL TRENCH SECTIONS IN ACCORDANCE WITH DETAIL H,
SHEET C-20.
5. ALL DISTURBED AREAS SHALL BE VEGETATED IN ACCORDANCE WITH
THE PROJECT VEGETATION PUN. SEE DETAIL J, SHEET C-20.
1Q REMOVE EXISTING CONCRETE WHEEL STOP.
Q REMOVE EXISTING PAVEMENT MARKING.
QJ REMOVE EXISTING GRAVEL SURFACE.
O REMOVE EXISTING ROPE AND POST FENCE.
Q5 REMOVE EXISTING STORMWATER POND OUTLET STRUCTURE AND PIPE.
© CLEAR AND GRUB EXISTING WOODED AREA.
DISCLOSURE OF INFORMATION
THE CONTRACTOR SHALL COMPLY AS FOLLOWS:
A. THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION
ANY UNCLASSIFIED INFORMATION, REGARDLESS OF THE MEDIUM (E.G. FILM, TAPE, DOCUMENT),
PERTAINING TO ANY PART OF THIS CONTRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS
I. THE CONTRACTING OFFICER HAS GIVEN PRIOR WRITTEN APPROVAL; OR
2. THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE.
B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE
MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS
REQUEST TO THE CONTRAC7ING OFFICER AT LEAST 455 DAYS BEFORE THE PROPOSED DATE OF
RELEASE.
C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER
THIS CONTRACT. SUBCONTRACTORS SMALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE
THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.

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SEE SHEET C-9 FOR
PLAN, SECTION & DETAILS
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LIMITS OF DISTURBANCE
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STORMWAIER NOTE:
26 0 NEW IMPERVIOUS AREA = 16,348 SF
/
EXISTING IMPERVIOUS AREA = 78,408 SF
/ S �
FNO WETLANDS EXIST WITHIN
THE PROJECT LIMITS OF DISTURBANCE
/ 20 0 10 20 40
/ GRAPHIC SG1E 1' - p•
A"
GENERAL CONSTRUCTION NOTES:
1, THE LOCATION AND DEPTHS OF EXISTING UTILITIES SHOWN ARE
APPROXIMATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SCANNING
THE AREA OF WORK TO IDENTIFY TO HIS OWN SATISFACTION THE EXTENT
OF UTILITIES PRESENT INCLUDING THE UTILITIES INDICATED TO BE PRESENT,
THOSE NOT SHOWN, AND THOSE SHOWN TO BE IN A DIFFERENT LOCATION.
2. PHYSICAL SITE FEATURES OUTSIDE THE AREA OF WORK OR THOSE
FEATURES NOT RELEVANT TO THE WORK BEING PERFORMED ARE NOT
SHOWN FOR CLARITV-
3. GRADE EVENLY BETWEEN SPOT ELEVATIONS SHOWN.
4. PROVIDE ALL TRENCH SECTIONS IN ACCORDANCE WITH DETAIL H,
SHEET C-20.
5. ALL DISTURBED AREAS SHALL BE VEGETATED IN ACCORDANCE WITH
THE PROJECT VEGETATION PUN. SEE DETAIL J, SHEET C-20.
NEW WORK HEMS (THIS SHEET ONLY
IQINSTALL GRAVEL CONTROL ENTRANCE SEE DETAIL A, SHEET C-20.
02 INSTALL SILT FENCING. SEE DETAIL D, SHEET C-20.
03 CONSTRUCT 4'.1 VEGETATED SWALE. SEE DETAIL C, SHEET C-20.
®INSTALL CHECK DAM. SEE DETAIL D, SHEET C-20.
5Q NEW DROP INLET- SEE DETAIL E, SHEET C-20-
©INSTALL DROP INLET PROTECTION. SEE DETAIL F, SHEET C-20-
7Q INSTALL INLET/OUTLET PROTECTION. SEE DETAIL G, SHEET C-20,
08 CONSTRUCT 4:1 VEGETATED SWALE TO DIVERT EXISTING SWALE
TO WOODED AREA SEE DETAIL C, SHEET C-20-
SPECIAL SEEDING NOTE:
CUT & 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
3
{
DISCLOSURE OF INFORMATION
THE CONTRACTOR SHALL COMPLY AS FOLLOWS:
A THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION
ANY UNCLASSIFIED INFORMATION, REGARDLESS OF THE MEDIUM (E.G. FILM, TAPE, DOCUMENT),
PERTAINING TO ANY PART OF THIS CONTRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS
I. THE CONTRACTING OFFICER HAS GIVEN PRIOR WRITTEN APPROVAL; OR
2. THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE.
B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE
MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS
REQUEST TO THE CGNTRACTNG OFFICER AT LEAST 45 DAYS BEFORE THE PROPOSED DATE OF
RELEASE.
C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER
THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE
THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.
0 ..

+2259 /P / r'
,
4
2
{2149� / +/
v/ /
/.2 t 19 1/
/ A 220d/ } EX. SECURITY FENCE + /�
/ TO REMAIN
/ 7 240G
/ /i'/�• // .�496
n
/�r
�/ �� 46 /
h fl'21.90 / I /
24.36
1 211.2 21IP / / ,�/-�.
`EX ASPHALi\
I1 1 a §z' 24.e1 /
I I I 1 I
j fff A A 2 \ I
1.2�215 �2401 _ A
1
\
,A -NEW DI 5 6
\2527 N.,, A
\
EX. TOP OF
/ 24
SXEX. WOODED \\\
NEW STORMWATER
DETENTION POND ^� \
SEE SHEET C-9 FOR 62 \�\
PLAN, SECTION & DETAILS \\ 24z0-
Y
RIM=24.6
m INV=209
IMITS OF DISTURBANCE
67,692 SF (1.55 AC)
S/
� 04 \
25 3 \ \\
46a
O
k
42 A VA
ee Ass
\��
6H
C/L EX_ DITCH, TO REMAIN A D MI54 �20.5' INV=203 -� 8. , , 2" \� 25 as 25.
�'P302 r r 23. v N 25.8 V �,
NEW STORMWATER OUREf PIPE \ \ / „2426 `\ -252D
(sEE snEET C-9) �..� k -24-
�c 25.9
< 2K50
\EX. WOODEDA=249 _ _ _ 26
244 26 /
En 6. 26.0 /
24 a 496 28.2� zY
x
F ,ge. /� ?5.6 x 4 5 z6, X MR0
2�6fi.7
RAN
C/L DITCH TO REMAIN \ 2 x
e \ 2
SECURItt E_
(32120
RMWATFRPERMIT BOUNDARY �;To AIN ' 66
,099SF )5.08 AC.) 2s 4d �A 2s62V/BUA =42.92fi.e *2A3]
zE x
= 0.59
A BUILDING 1747 - SITE GRADING PLAN
C-B C-8 SCALE: 1°=20'
`EX. WOODED\
\EX ASPHALT,
N STORMWATE
\Izex`,Y.t� P MR UNDAI
537 AV �cG, INAG AREA
17.2
25.75 63a
2u9 c ��\ �Z3
2530 2�2 \il
- 25,80 566
I
I `Ex_ ASPHALT
Ale us0 /
25I6 *2583/ 2y.1
9 2566
ASPHALT 2i64
Al
/
/
0
V/
EX EX. ASPHALT y2686' � 26
r �y/
EX SMH 5�
X, /Noe T� RIN=26.51
v
2� � A/ 4
'26.DT /
\ 26.5 O
x25 66 /
1 us 1i 26
6.4
+26 61 26.
69
7
7�&4a - - - �/ // y
7
27. / / / 12
r
/ Q
STORMWATER NOTE:
fir. i NEW IMPERVIOUS AREA = 16,348 SF
EXISTING IMPERVIOUS AREA = 78,408 SF
S
O
N0 WETLANDS EXIST WITHIN
THE PROJECT LIMITS OF DISTURBANCE
REVISIONS
SYM
GENERAL CONSTRUCTION NOTES:
1. THE LOCATION AND DEPTHS OF EXISTING UTILITIES SHOWN ARE
APPROXIMATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SCANNING
THE AREA OF WORK TO IDENTIFY TO HIS OWN SATISFACTION THE EXTENT
OF UTILITIES PRESENT INCLUDING THE UTILITIES INDICATED TO BE PRESENT,
THOSE NOT SHOWN, AND THOSE SHOWN TO BE IN A DIFFERENT LOCATION_
2. PHYSICAL SITE FEATURES OUTSIDE THE AREA OF WORK OR THOSE
FEATURES NOT RELEVANT TO THE WORK BEING PERFORMED ARE NOT
SHOWN FOR CLARITY.
3. GRADE EVENLY BETWEEN SPOT ELEVATIONS SHOWN_
4. PROVIDE ALL TRENCH SECTIONS IN ACCORDANCE WITH DETAIL H,
SHEET C-20_
5. ALL DISTURBED AREAS SHALL BE VEGETATED IN ACCORDANCE WITH
THE PROJECT VEGETATION PLAN. SEE DETAIL J, SHEET C-20.
NEW WORK ITEMS (THIS SHEET ONLY
0 INSTALL GRAVEL CONTROL ENTRANCE. SEE DETAIL A, SHEET C-20,
Q2 INSTALL SILT FENCING_ SEE DETAIL B, SHEET C-20.
(D CONSTRUCT 4'.1 VEGETATED SWALE SEE DETAIL O, SHEET C-20_
0 INSTALL CHECK DAM. SEE DETAIL D, SHEET C-20.
(DNEW DROP INLET_ SEE DETAIL E, SHEET C-20.
© INSTALL DROP INLET PROTECTION. SEE DETAIL F. SHEET C-20.
07 INSTALL INLET/OUTLET PROTECTION. SEE DETAIL G, SHEET C-20-
5PECIAL SEEDING NOTE
CUT & FILL SLOPES 3'.I OR FLATTER WILL, WITHIN 7 CALENDAR DAYS OF
COMPLETION OF ANY PHASE OF GRADING, BE PLANTED AND PROVIDED WTH
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.
DISCLOSURE OF INFORMATION
THE CONTRACTOR SHALL COMPLY AS FOLLOWS:
A. THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION
ANY UNCLASSIFIED INFORMATION, REGARDLESS OF THE MEDIUM DEC. FILM, TAPE, DOCUMENT),
PERTAINING TO ANY PART OF THIS CONTRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS
1. THE CONTRACTING OFFICER HAS GIVEN PRIOR WRITTEN APPROVAL; OR
2. THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE.
B. REQUESTS FOR APPROVAL SHAH IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE
MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT 16
REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE THE PROPOSED DATE OF
RELEASE.
C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER
THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE
THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.
P0, WX 15544
UUlllluy�� CNA. J.GAPop3, P.E
/ SN„GARO'� 9UBNRW BY'.
�L¢ DESIGN p0. BWANR NWSHBLAN,PE.
/ 6]'99 APPROVED: PWJgi qcc
za 0 la 20 4a �•�0a3
�.... ��_. Jc.ANys
/ GBJYHC SGNE I' = 20' NJIx1pA SAlISEAciORY iO.
Af PRDJECT 13044 _ _
C-8
I© MARINE CORPS BASE
GAW UOEUNE NNirN GIIOUNA
CONSTRUCT PARKING LOTS,
HADNOT POINT AND FRENCH CREEK
MARINE CORPS BASE, CAMP LEJEUNE, NC
BUILDING 1747 - SITE GRADING PLAN
DAIS um CODEIOEMm N<VFACDINNINGNO
F Bo091 L 600139H
MTE C01S10.1%JMp. N0.1M0pB5I5 uml
SCALE. x]Tm 1 SPEC. NSnOI24 SHEET 09 OF 26

EX. ASPHALT \
Ez. ASPHALT
- UGE- - - - - - - --
4RIM=24.
W DI 5 fi -U�iE - - -
6 EX. SECURITY FENCE
\ �=20., i0 REUJJN2x % x x x Y X11x x X
SLT-SLT_- - + SLT-D a 0 25.D---------- 25
24-
151 ERC
TOO 23
k 1 FES
_ _
� INV=20.5 - 22
20.5
_ -- _ ------------- -------1ST------20------------- _
2 ------- - 17 18 --
o -- 14 -15-
`� � 13
N -k
3
�2 STORMWAIER DETENTION POND /
CXD
TEMPORARY POOL ELEVATION = 220' /
N PERMANENT POOL ELEVATION = 20.5'
CS +
� 15 14 - ,
NEW OUTLET STRUCTURE
161
17 18 1 SEE MEW 2. TNLL.
-- ____ 20.5
__
+ _ 159
-----
22
-------------
-24 +_---------
SOLID PRECAST CONCRETE BOX
NEW DI 5 6 F
RIM=24.6 -STRAPS 24' OC. ANCHORED
IW-21 8 -'- - N CONCRETE 12" MIN.
". � ((TYPICAL OF 4)
- -- - - +tW.- N4 ALUMINUM BAR GRATING ® U O�C_
24. a .8 4" SCREW PVC OUTLET DEVICE
24.
E2"e2"xi/4' CONTINUOUS FRAME-ILDED
-
T
J 65 LF 15' CRAP
2
7 2S4
3/8"x4" ALUMINUM EXPANSION
BOLTS AL 1' ON CENTER
-33
-.5'
+
L
I
F 2E-I
CLEAR
-
J
'(-
p -
Tllilj
TRASH SCREEN -)(4 ALUMINUM BAR
4'
0 4" O.C. EACH WAY WELDED TO
PLAN
FRAME
PEAK - 3/8%4" ALUMINUM EXPANSION
ASPHATNO
STAGE =
2S.55' BOLTS AT 1' ON CENTER
3" M 1/4" THICK GALVANIZED
\NEW
L2"x 7a1 /4" CONTINUOUS FRAME -WELDED
METAL STRAPS ANCHORED
''4" N
IN CONCRETE 12' MIN.
TOP RISER ELEV = 24.0
(TYPICAL OF 4)
2fi.0
4 STREAM TYPE CAP
-
-GROUT ANNULAR SPACE
WITH NON SHRINK GROUT
65 LF 15" CMP
\
4' PVC
6..
INVERT OVERFLOW WEIR ELEV 21,5
ELEV_ 220
GROUT ANNULAR SPACE
f 24
~
i
WITH NON -SHRINK GROUT
CLEAR
1' Y_ 2'
2'
4" PVC STUBBED INTO BOX
OUTLET PIPE INVERT FLEA = 205'
3 CLEAR-
ENV OU r=204
r
�6.
ELEV=20.4'
s
4" PVC PLUG MYTH 1-3/4" HOLE DRILLED ELEV = 145'
1'
.
12
1'� TOP OF FOOTING = 17,5'
\KEO ASPHALT BOTTOM Of FOOTING = 165'-
6xfi- -
ZD-- -
----25 �I
65LF 15- CMP \\5� �O<�
__--.
- - - SLT 25 -26- `'P SLT- - - 25 ° z zl
-
CL----------CL------=zo
7 M 5� �v_ --Q$-SLT�
c EX. WOODED\ C/L EX. DITCH, TO REMAIN-� / `EX. WOODED, T`F'`1 +\ ��
A BUILDING 1747 - STORMWATER POND PLAN
C-8 C-9 SCAT'. 1"=70' ij o
C
�OgPO
lK'4�o
2
DE"
9�
PERIMETER SMEL( PLANTING R�p�NjN-(yl$E
S01 ANeLY55 AND AMENAIENf$
PLACING RESIRCTONS
1. ME CONTRACTOR SWELL BE REQUIRED TO COLLECT A MINIMUM OF NO SOL SAMPLES
I. PLACING SHALL ONLY OCCUR DURING THE MONTHS OF APRIL THROUGH JUNE OR SEPTEMBER THROUGH
AT A DEPTH OF 5 INCHES (ROM SEPARATE AREAS OF THE PERIMETER SHELF AREA OF EACH BOND_
NOvOMBER TOP SHALLOW LAND AREA PLANTINGS. SHALLOW WATER DARING SHALL ONLY OCCUR BETWEEN
2 THE SAMPLES CALL BE SUBMITTED FOR ANALYSIS FOR RECOMMENDED SOIL AMENDMENTS FOR
APRIL T THROUGH JULY 15.
ME PLANTINGS SPECIFIED.
2 FOR STORMWATER PONDS COMPLETED OUTSIDE THIS PLANTING WINDOW TEMPORARY VEGETATION SHALL
3_ THE CONTRACTOR STAFF PROVIDE SOIL AMENDMENTS NECESSARY 10 ADJUST SOIL PH, ORGANIC
BE L-STM13SHED ON THE SHALLOW LAND PURLING AREAS UNTIL THE PULING WINDOW IS REACHED.
CONTENT AMID SOIL TEXTURE TO MEET THE FOLLOWING
PH VALUE 5.5 TO 7.0
STANDING MAINTENANCE
ORGANIC CONTENT 5% MINIMUM BY DRY WEIGHT
SOIL TEXTURE LaMY SAND WELL NO MORE THAN IDS CLAY
I. THE CONTRACTOR SHALL INSPECT ALL PLANTINGS ON A WEEKLY BASIS FOR THE DRST W DAYS AFTER
4_ ANY SOIL AMENDMENTS SAFE BE APPLIED AND MIXED INTO THE GOP 6 INCHES OF SOIL DEPTH
PLANTING THE CONTRACTOR SIAL WATER ALL PLANTS AS NEEDED TO ENSURE SURVIVAL
5. THE SOIL SHALL Po FINE GRADED TO REMOVE ALL STONES OR R00E GREATER THAN 1 INCH DIAME1fR
2. AFTER 30 DAYS, ANY MISSED DEAD OR DYING PLANTS SRALL BE REPLACED WITH THE SAME SPECIES.
3. THE CONTRACTOR SHALL WARRANT ALL PLANTINGS FOR A MINIMUM PERIOD Of 12 MONTHS AFTER
INSTALLATION
HART INSTALLATION AND ESIAHL SHMENT
L THE CONTRACTOR SHALL UTILIZE FREST, NURSERY EASED PUNTS AS SPECIFED IN THE PLANT HST_
2. ALL PANTS SHALL BE INSTALLED WITHIN 48 HOURS OF RECEIPT FROM THE NURSERY AND SHALL BE
MARGINED WITH ADEQUATE MOISTURE AND SUN i0 MAINTAIN THEIR VIIAWY_
3 PLANTS SHALL BE INSTALLED BY AND AT THE SPACING SPECIFIED_
4_ NO INSTALLED PLANTS SALE BE WATERED IMMEDIATELY AFTER INSTALLATION UNLESS THEY ARE
INSTALLED IN A SUBMERGED SHELF AREA.
L-
3 1L-
VEGFTATMF 10VE SH
1 STORMWATER POND CROSS-SECTION
C-9 C-9 NOT TO SCALE
DISCLOSURE OF INFORMATION
111E CONTRACTOR SH4L COMPLY AS FOLLOWS
A THE CONTRACTOR SHILL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTORS ORGNIATION
ANY UNCLASSIFIED NFOFMMTNIN, REGWNESS BE THE MEDIUM LEG. FRAM, TAPE, DOCUMENT),
PERTANNG M ANY PART OF THIS CONTRACT OR MLY PROGRAM RELATED To IHIB COMETACC, UNLESS
1. INS CONRMCIeIC DEBI HAS CASK BRRA INDENT IPPI✓AME, A
2 THE INFOPoNIION 6 CIBEUNSE N THE ME DOMWN BEFORE THE DOE OF RELEASE.
B FdWESIS FOR MPREN& SML IDfMIN THE SPECIFIC INFORMATION IO BE RIBLED , THE
MENIW TO BE M IODINE Rlft?Off FOR ITS RELEASE THE CONNA:TOR SWll 41f15
REgSST i0 AXEE CONIRAf.'IWG OFTICER Ai IfAST u GAYS BEFgiE THE PAO!'GSED DTIE U Df
RELEASE.
H CONTRAST
AflE£5 i0 MIClIlOE A SIYVA IEQMRFNENT N EMN SUBCONIRM.T U1DFR
HE CDHIPA.CT PRIME
CONRACTORs THE CONTRACTING
DEWFSR FOR PMIDRDAINN i0 RfiF/.4
1HIDUGN THE THIEF CttSNCIpV ro 1M CglIPILTIHC EFFIOFR.
PERIMETER SHELF PLANTING 1151
PLANTING LOCATION
SCENTED NAME
COMMON NAME
S1ZE
NAUN MTIRIMA
RAULAN AD N4A
IRIS BRAND
BLUE FLAG IRIS
LARGE PLUG
X
PELTANDRA VIRGINICA
ARROW ARUM
LARGE RUG
X
SAQTTARIA LANCDOLIA
RA CORDED
LARGE PUG
x
MORTARIA UTFOLL4
DUCK POTATO
LARGE PLUG
X
SPAAGANIUM AMERICANUM
BUR -REED
LARGE PLUG
X
ZIZANIOPSIS MILUCEA
WATER MILLET
LARGE PLUG
x
PROVIDE EVEN NUMBER OF SPECIES HUNDRED AT 18' 0 C. IN ALL DIRECTIONS WITHIN
TAN [DDT WIDE PERIMETER SHELF PROVIDE A M1XnRF Of EACH PLANT SPECIES $O
AS TO PROVIDE APPROXIMATELY 33% COVERAGE OF THE PERIMETER SHELF IN EACH
PUNTING ZONE WILT SPECIES SPECIFIED FOR EACH PLANNING COME
PERMANENTPOOL ELEVATION = 20.5', AREA = 8,426 SF
TEMPORARY POOL ELEVATION = 22.0', AREA = 12,074 SF
SAFETY LEDGE
TEMPoRAT POOL = 220'-\
�FLEVATION=20 0_ 3 ELEVATOR =20.0'-�
- - EILVATION=20.0PfRMANfNI Plxll ELEVATION = 20.5 l7
SEDIMENT CHA- ELEVATION ---------------- -
1 2 - -J 1 SEDIMENT CLEANOUT ELEVATION 14 0 2 I
--- 2 -
FOREBAY ELEVATON = 130' 2 POND FISHER! ELEVATION = 13 0'
AREA TO BE VEGETATED IN ACCORDANCE
NTH THE PROJECT VEGETATION PLAN
PROVIDE PLANTINGS SPECIFIED AROUND
FULL POND PERIMETER (10 FOOT STRIP)
SAMN WATER ARA SHADOW NANO AREA
EL ATION-21.0' �
10
�\ SECTION
( 2 \ STORMWATER POND OUTLET STRUCTURE
C 9 C 9 SCALE: 1" 10'
BOND STAGE/STOGG E RELATIONSHIP
STAGE
ELEVATION
MOIST)
n VOL CF
TOTAL VOLUME ABOVE
POOL
D ET
205 FT
6426
1 0
_PERMANENT
05 FT
210 FT
10646
4768
_0_
1171,8 _
1 5 FT
220 FT
12074
11,360
16,128
25 FI
2i3O FT ...
1_5A
12824
28y52
35 FI
240 FG
15083
14328
43280
STORMWATER DETENTION POND TABLE
FOREBOY ONLY
CONTOUR
AREA SF
AVG_ AREA SF
S, VOL CF
COMM. VOL.
30
W OF
0
TAD
199 SF
_
o_
15.0
333 SF
266
266
268
_
16 0
499 SF
416
416
OR
17D
697 SF
_
598
598
1280
180
92 OF
812
812
2092
19.0
1189 BE
1058
1058
3150
20.0
1483 SF
1336
1336
1488
20-5
21'1J SF
1828
914
5400
POND ONLY
CONTOUR
AR SF
AVG. AREA 4
p VOL CF
CUMM VOL
❑ 0
1252 SF
-
0
14.0
1662 SE
-
0
15.0
2104 ST
186J
1883
_
HERB
15 0
2578 SF
2311
4224
t7O
30M SF
_ _
1831
7055180
36225F
SJ53
0,408190
4192 SF
3907
!2311
14J15
200
4194 SF
4493
I18C8205
6253 SF
5523
2D570
GENERAL CONSTRUCTION NOTES:
1. THE LOCATION AND DEPTHS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR SCANNING THE AREA OF WORK TO IDENTIFY TO
HIS OWN SATISFACTION THE EXTENT OF UTILITIES PRESENT INCLUDING THE UTILITIES
INDICATED TO BE PRESENT, THOSE NOT SHOWN, AND THOSE SHOWN TO BE IN A
DIFFERENT LOCATION.
2_ PHYSICAL SITE FEATURES OUTSIDE THE AREA OF WORK OR THOSE FEATURES NOT
RELEVANT TO THE WORK BEING PERFORMED ARE NOT SHOWN FOR CLARITY.
3. GRADE EVENLY BETWEEN SPOT ELEVATIONS SHOWN.
4. PROVIDE ALL TRENCH SECTIONS IN ACCORDANCE WITH DETAIL H, SHEET C-20.
5. ALL DISTURBED AREAS SHALL BE VEGETATED IN ACCORDANCE WITH THE PROJECT
VEGETATION PUN_ SEE DETAIL J, SHEET C-20.
NEW WORK ITEMS (THIS SHEET ONLY)
0 INSTALL GRAVEL CONTROL ENTRANCE. SEE DETAIL A, SHEET C-20.
O INSTALL SILT FENCING_ SEE DETAIL B, SHEET C-20_
0 CONSTRUCT 4:1 VEGETATED SWALE. SEE DETAIL C, SHEET C-20.
® INSTALL CHECK DAM. SEE DELAIL D, SHEET C-20.
SQ NEW DROP INLET. SEE DETAIL E, SHEET C-20_
© INSTALL DROP INLET PROTECTION. SEE DETAIL F, SHEET C-20.
70 INSTALL INLET/OUTLET PROTECTION SEE OETALL,G SMELT C.20,. - -x
ii
NOTE'
THE PROJECT BESSE CONSTRUCTION PERMIT REQUIRES THAT EROSION CONTROL DEVICES AND STORM WATER OUrFALLS
BE INSPECTED WEEKLY AND WITHIN 24 HOURS OF A 1/2-INCH MAN EVENT, IT.SBBUELax T" Fx°914SIBILIrY OF THE
CONTRACTOR TO CONDUCT THESE INSPECTIONS AND MAINTAIN RECORDS UNTIL THE AREA HAS STABILIZED,
TALENT BY 957. VEGETAIIVE GROWTH FOR AREAS RECEIVING SEEDING. TO FACILITATE RAINFALL MONITORING, A RAN
GAUGE IS REQUIRED TO BE ONSITE ONCE STABILIZATION HAS BEEN ACCOMPLISHED, INSPECTION RECORDS ARE
TO BE FORWARDED TO THE CONTRACTING OFFICER AND ALL TEMPORARY EROSION CONTROL MEASURES REMOVED. THE
CONTRACTOR IS RESPONSIBLE FOR MAINTAINING COMPLIANCE WITH ALL PERMITS AND PUNS ANY CHANGES
MUST BE APPROVED BY THE STATE PRIOR TO EXECUTION. A COPY OF THE EROSION AND SEDIMENTATION
CONTROL PLAN, LETTER OF APPROVAL AND NPDES CONSTRUCTION PERMIT MUST BE MAINTAINED BY THE CONTRACTOR
AT THE PROJECT SITE.
C-9
STRUMS ENGINEERING, P
PO B0%161REVAMPING NLWISH MARINE CORPS BASE
JI PN. bR 83S[KB. FA% 6flfld'i CAMP LFJEUNE. NORTH GWCIYN
3 DEB LKAVOLIE P.E CONSTRUCT PARKING LOTS,
DR Mw'w HADNOT POINT AND FRENCH CREEK
onnG1,,Ni GHIa xED BY, Pe
SLNMITT®TIT MARINE CORPS BASE, CAMP LEJEUNE, INC
"yT DEs1a+aR eRUN RMARsreuTx.PE BUILDING 1747- STORMWATER POND PLAN
Fu e
else � ' APPRovm Pxornrsc ogle size cane DENT. No ruveAc oPAMHxcxo.
10 D 5 To 20 ,9 F 80091 60013987
MIIIIILLN SATISFACTORYTO, pAIE CQVST0. LCN1A. I1'J. W0011S130012I
GRAPHIC EWE: I' = 10' 9 PROJECT 1 1304 sale: NOTED SPEC A" -I. SHEET 10 OF 26

STANDARD PAVEMENT SECTION
A NEW PAVEMENT SECTION
C-1, C-II, C-3 C-19 NOT TO SCALE
II -
WIDTH AS INXATED --
—FINISH GRADE }
-y" '4 6K6 WI IO/IO
Tins.
I. PROVIDE EYPAN909 JOINTS I All EXISTING SIRUc1UREs AND KRONE
AND AT 50INTENWIS ALONG STRucm SECTIONS Of MILE
2. PRONADE CONTRACTION JONES AT 5'0' INTERVALS ME AT NT CHANG5 IN
DIRECTION OF WAIN. CONTRACTION JOINTS SHALL BE 1/6' MOE X 3/4- DEEP
3. ME CONIRACTOR SNALL DEAL THE SUEFEF TO ENSURE A FLUSH
INSTALLATION WTH LXAI PHRIALKS TO REMVN.
B CONCRETE SIDEWALK STAB
C-3 C-19 NOT TO SCALE
7
AS INDICATED
1 'IN -
{
12' 1111111� 1�- a° G r-
EXPANSION JOINT
- STOUT OR ASPHALT SEE PIANS _ COMPACTED L X4(2) N4 )N'dR0005
AY 0G
SUBCRADE EACH
WAY
PROYICE HICKORIES 9 AB ALCNC ALL EDGES. CJ = CONTRA; I10M1 JOINT, SET DETAIL R THIS S L'
C CONCRETE APRON
C-uC-19 NOT TO SCALE
1/4"
SAW CUT- ~1 STOP OF SLAB
JOWL SCAL NT -A T•
—
1/2" DIAMETER BACKER ROD
— SAW CUT
TYPICAL CONTRACTION JOINT (W)
r-- -- 24 -
JOW PSI CONCROE TYR 24' REBM MS ANCHOR
OF 2))
SMOOTH IINIiN
• .l I I� a
SECTION A -A r24- REAM 5
SMOOTH
P9 CONCRER AACNOF i
SMOOM LINE If A I (M OF P)
Elm
E CONCRETE WHEEL STOP
C-1C-II, C-3 -19 NOT TO SCALE
_7
AAI L_
SOLID SPACE DESIGNATION LINE -WHITE
_Z 2
L-12 MIN_ WIDIH_�
STOP BAR -WHITE
E PAVEMENT MARKINGS
C-7,C-II, C-3 C-19 NOT TO SCALE
7
STOP
4"x4' SET
AALLLLg
WOOD POST
CNAGE AND SIGNAL{ PLACEMENT
SHALL CONFORM TO NCDOT STANDARD
NO, 100.56 AS DEPICTED IN THE NCDOT
ROADWAY STANDARD DESIGN MANUAL.
2' ASPHLFIC CONCRETE SURFACE COURSE
4 ANC BASE
SUBSTRATE
H ASPHALT JOGGING TRAIL
C-RC-IB NOT TO SCALE
DISCLOSURE OF INFORMATION
THE CONTRACTOR SHALL COMPLY AS FOLLOWS:
A THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION
ANY UNCLASSIFIED INFORMATION, REGARDLESS OF THE MEDIUM (E.G. FILM, TAPE, DOCUMENT),
PERTAINING TO ANY PANT OF THIS CONTRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS
I. THE CONTRACTING OFFICER HAS GIVEN PRIOR WRITTEN APPROVAL, OR
2. THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE.
B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE
MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS
REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE THE PROPOSED DATE OF
RELEASE.
C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER
THIS CONTRACT. SUBCONTRACTORS SHALLL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE
THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.
D SLAB -ON -GRADE JOINTS
G-u C-19 NOT TO SCALE
G NEW SIGNAGE
lzuC-3 C-19 NOT TO SCALE

6" LAYER OF COARSE AGGREGATE (2"4)
0000
-�00
0'00o0
OVER 12" IAYI-R OF STONE BASE COURSE
VO000
00 00 of
MAINTENANCE
o0o0ol
I00 00 0
o0 o o
I. MAINTAIN ENTRANCE CONDIRON.
10 THIS MAY REQUIRE
- REPLACEMENT OF STONE.
OVO°O°O
EDGE OF EXISTING—L
ROADWAY PAVEMENT
A GRAVEL CONTROL ENTRANCE
C-8,C-I2, C-4 -2o NOT TO SCALE
-1 -I
SELF ANCHORING
METAL POST @ 6' 0 C- MAX
12 GAUGE 6"6" WIRE MESA
FILTER FABRIC
8" BURY '— FLOW
\/
MAINTENANCE
I. INSPECT STRUCTURES WEEKLY AND AFTER AT
LEAST A 1/2" OR GREATER RAINFALL EVENT.
2, REMOVE SEDIMENT FROM BEHIND SILT FENCE
PRIOR TO IT REACHING A MAXIMUM DEPTH OF
SIX (6) INCHES.
jj5EB SILT FENCE
C-8,c-12, c-4 c-zD NOT To SCALE
CENTIPEDE SOD ,
IS
AS INDICATED PS INDICATED
-CENTERLINE ELEVATION AS INDICATED
g4-20YNOT
EGETATED SWALE
TO SCALE
C-8 - -I
12" THICK ROBOT #57
STONE ON UPSTREAM SIDE
%°°,�800
° 0
I
/f
a
i
FlL1ER CLOTH
12-THICK ROBOT E#57AM WASHED
STONE ON UPSTREAM SIDE
7 5'
CRASS B
//-RIPRAP
rl
MAINTENANCE
1, CONSTRUCT CHECK DAM OF RIP RAP STONE PLACED
IN ACCORDANCE WITH DETAIL.
2. SEDIMENT BEHIND THE CHECK DAM SHALL BE
REMOVED PRIOR TO THE LEVEL REACHING WITHIN 6'
OF THE CENTERLINE CREST OF THE DATA.
1 SHOULD SCOUR DEVELOP AT THE DOWNSTREAM END,
IT SHALL BE REPAIRED IMMEDIATELY.
D HECK DAM
C-4 C-20 NOT TO SCALE
AST IRON FRAME AND
Y (4 PONT GRACE
uE
RIM
DNCRETE JOlrvt6
7'
J
UF
TOP ..LLL 4 CORNERS
1' WE CONCRETE COLLAR
PIPE O.D. F 12'
B' CONORETE
O O
,�
-GROUT ENTRANCE
O
0 '
0 0
PIPE
.
P
INVERT _I
...
IN
CONCRETE COLLAREAS
0
2'X4' KEY
PILLS
GRASSED AREA ONLY, OMIT
DWI
/6 A 12' OC. E.W.
IN PAINED AREAS
fi COMPACTED RISE
E{A�
SFCRIXI
E DROP INLET
1-4 -21 NOT TO SCALE
1 C-U
6" THICK
%57 STON
PERIMETER
5' STEEL POST
#57 STONE
NOTE.
UNIFORMLY TRADE A SHALLOW
DEPRESSION APPROACHING BE INLET
OPENINGS)
NOTE
ii PROVIDE CURB INLET PROTEC110N
AT ALL DRAINAGE STRUCTURES.
MAINTENANCE:
1 1. INSPECT STRUCTURES WEEKLY RAND
EAL
AFTER AT LEAST A 1/2" OR GREATER
lrfif RAINFALL EVENTPj L
2. CLEAR DEBRIS AND REPLACE STONE
AS NEEDED-
// } REMOVE
WENTMAXIMUM ACCUMULATED
REACHES A MMUM DEPTH
H BASIN /A BE 6 INCHES.
ICRY FABRIC
E DROP INLET PROTECTION
C-4 C-2D NOT TO SCALE
C-I -15 FI
OUTLET
PLAN
OUTLET
FLOW
MINIMUM
FLOW -_A MAXIMUM
RIP RAP
00� °p p�0
00000
UJ�U
Jp U A
p
O
0
o°
0 0
0 0
60
CLASS A NON -WOVEN FILTER FABRIC -/
SECTION A -A
ID A B C. D E I MIN. RIP RAP SIZE MAX. RIP ,RAP SIZE_
TYPICAL 15"-18" 4' L 8'_ LTD' 14' 6' 9'
MAINTENANCE:
1. INSPECT STRUCTURES AT LEAST WEEKLY AND AFTER
ANY RAINFALL EVENT GREATER THAN ONE-HALF INCH.
2, IMMEDIATELY MAKE ALL NEEDED REPAIRS.
G INLET OUTLET PROTECTION
C-4 C-20 NOT TO SCALE
BURY
BURIED WARNING AND
IDENTIFICATION TAPE
BURIED DEFUCT WIRE
FOR NON-METALLIC PIPE
-
SEE SPEC FOR BURY
REQUIREMENTS
-
�G
*OF
L_
UTIDIY MAN
slzE As INDICATED
PIPE
H PIPE TRENCH SECTION -
WITHOUT BEDDING
FPD NOT TO SCALE
TEMPORARY VEGETATIVE SEEDING
(PRIOR TO ESTABLISHING PERMANENT VEGETATION)
AFTER COMPLETION OF GRADING ACTIVITIES AND THE
CONSTRUCTION OF SWATHS, ALL EXPOSED AREAS SHALL
BE SEEDED TO THE FOLLOWING SPECIFICATIONS.
SEED BED
LIME 1-1/2 TON PER ACRE
FERTILIZER 1/2-TON PER ACRE
SEED
RYE GRAIN 50 LBS PER ACRE
TALL FESCUE 100 LDS PER ACRE
SUPPLEMENTAL SEED
MAY THROUGH AUGUST'.
CENTIPEDE 5 LED PER ACRE
PROCEDURE
STRAW MULCH SHALL BE APPLIED AT A RATE WHICH WILL INSURE APPROXIMATELY 75%
COVERAGE OF THE SEEDED AREA THE STRAW AND SOWN SPED 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 THE CONTRACTOR WILL WET DOWN THE AREAS TO
ASSIST IN SEED GERMINATED OR AID IN GROWTH IN TIMES OF EXCESSIVELY DRY
WEATHER. A STAND OF GRASS WILL BE CONSIDERED ACCEPTABLE WHEN THE ENTIRE
STAND OF CRASS IS AT LEAST FOUR INCHES HIGH AND HAS ACHIEVED AT LEAST 95%
COVERAGE OF DISTURBED AREAS. RESEEDING WLL BE REQUIRED AS NECESSARY BY THE
CONTRACTOR 10 OBTAIN THE SPECIFIED STAND OF GRASS
PERMANENT VEGEMQN
ALL DISTURBED AREAS NOT COVERED WTH BUILDINGS, PAVEMENTS, OR OTHER
IMPERMEABLE SURFACES SHALL BE SODDED WILD CENTIPEDE SOD AS THE FINAL/
PERMANENT VEGETATION.
SPECIAL SEEDING NOTE'
CUT & FILL SLOPES WILL, WITHIN 7 CALENDAR DAYS 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.
VEGETATION PLAN
-2O NOT TO SCALE
DISCLOSURE OF INFORMATION
THE CONTRACTOR SHALL COMPLY AS FOLLOWS:
A THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION
ANY UNCLASSIFIED INFORMATION, REGARDLESS OF THE MEDIUM E.G. FILM, TAPE, DOCUMENT),
PERTAINING TO ANY PANT OF THIS CONTRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS
1. THE CONTRACTING OFFICER HAS GIVEN PRIOR WRITTEN APPROVAL; OR
2. THE INFORMATION IS OTHERWISE IN THE PUBLIC ROMAN BEFORE THE DATE OF RELEASE.
B. REQUESTS FOR APPROVAL SHADE IDENNTY THE SPECIFIC INFORMATION TO BE RELEASED, THE
MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SMALL SUBMIT ITS
REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE THE PROPOSED DATE OF
RELEASE.
C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER
THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE
THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.

f
I , ,
o
... ...............
.. .. ... .. .....
PT
gs
Drrc-H
16
S54-44'45T GtIII r k k2 2
252
210
457.89, 27.7
— — — — — — — - — — — — — - — 252
---------------I
15m. 60.1-F
SLOPE
1 N.V. OUT 18.90'
Tdr-F NPFE 17)
+
09 lay) SR
CURB INLET NO. 2
27A .7
+-,+27.3 3 TOP
♦ 275 "ol,
+272
H,
M INV. IN ? 1.80
27.6 f INV., OUT ".301
--TLj
1t
26
f 4
',k" 4
" w 12172 LF
r 1.00% SLOPE
27.4
2 + M
-,u
t ,
z
714, Z767 Z
60
R
•
IM
CID
c�
W,
V V /+
J,
,xlg ATgiij T v
Y
'Mom
200
R
lit
2' +2v + 2W + All 2&5+ 2.4&* +
Ls
R i
T
W
V' ,
Al
o (Yi
.64,
7.2 0
14
WIM
CURB INLET NO. 1
t
�v TOP
27
.0
V.S 27 + + 4n.0
INV. Iis
N 23.50'
rrV7xI k7T
&
0
00
In
2&3r.271 27.0 27U42) 27.3
_45"W t 154_41, -46"W
V
42.11 1345
F2
� U
DEC 2 710
0 It tA
?RoJ
I
I,
Elm

(, NEW RIVER
I � vyyr _•:yam. , , rrr�FERRY
I
i` SNEEDS
N.C. 172
i
0
RFF
AHOVE FINI:'riEU
HDJ
ADJU3THHLE
RHU
AIR HHNDLING UNIT
ALUM, RL
ALUMINUM
RB
ANCHOR HOLT
APPROX.
RPH''.)XIMRTELY
@
AT
BLDG
BUILDING
CB
CATCH BHCIN
CLG
CEILING
C
CENTER LINE
CT
CERAMIC TILE
CO
CLEHNOIJT
CL
CLEAT`
COL
COLUMN
CONC
CONCRETE
CMU
CONCRETE MASONRY UNIT
CONT
CONTIl`1 J01_J`,
CJ
CONTKHCTIUN JOINT
CI
CURB INLET
9999 / navy / date �O
I
T
Y
LOCATION MAP
I � I
0
MRRINE COMPS BASE CAMP LEJEUNEf NC
m �y
G�
t �L.
JACKSOWILLE r' 1
07
m
i m
PROJECT 87-B-7137
b a.
LYMAN ROAD
s�, /LANDFILL AREA
qL oJtie i/
ROAD
o
J,L
t ��,, VP��` ' BORROW
�go�
vi VOA JO PIT
0 1 2 3 4
SCALE OF MILES
ATLANTIC OCEAN
INDEX TO DRAWINGS
Sl-IFET
SHEET
rIE:ET DE 1.F,.F T1l) J
NUMBER
TITLE SHEET
ES-1
C-1
ITE L_OCHTIUN F'!_HN, ; ITE DETHIL 3
-3
TE LHY0EIT F E_lirl H11J)
E-1
L_HYU(IT F LAP! (HIJ(J ITLM al)
C.-2
-�
'ITE i'FHb!NI' I� UF:H!NH�)E F'LRN (HH:'E HIij)
E 3
'ITL ('kNIJIf.'I; & UNrilNril'E PL_HN (ri,ji) ITEM all
E-•T
h'rI'Eh: .lif:ITHk,Y r' iw:1IHL_ '.SITE r'L_rifJ �k LJCTHILS
E-5
-%
-F, li. ` HPJITYI�:Y F'HRTIHL ",ITL I--1_HIJ FKff
E-F;
_E
JL Trill
E -'7
-roll
„!I_ L ? J '. J, rr,.Jl.. r !_rill
:'I TL_ DE THILS, 31 Jr M ur H1f JAI: E F r, 1i_11_E.
H-1
H-
f..UiJI F'I_r{(f ". '. ,.•f- lEr•'Ir1
H 3
LL_EVHTIUN
H-4
ll fJIN' L TIrJfJ WHE_L_ [IETHIL_:'
H-5
Weil -I `)ECTIJN
H-6
o RUUM FINI3H/COLOR 3CHEI')ULE & WHLL EJETrJLL,-'
H-7
D0OR F'('r IEULII_E & DOOR UETHILS
R-8
KEF ECTEIJ CEILING PL_HN
A-3
ENL HKGED TOILET F'LHN & TOILET ELEVATION-)
5-1
FOUNDATION F'LHN
5-2
KIJUf- FKHMING HLH(,J
3-3
STRUCTURAL DETAIL`.)
P-1
FLUOR PLRN - FLUMHIN(-,
P-2
ENLARGED F'LHNS & DETAILS
F'-3
F'LL.IMF3ING KISEK3
P 4
FLUMHING DETAILS
P-5
f-1Ll1M9IN0 DETAILS
M5-1
STEAM & CONDENSATE SITE PLAN & DETAILS
MS-2
STEAM & CONDENSATE SITE PLRN
M-1
FLOOR PLAN - HVRC
M-2
HVAC ENLARGED PLAN & SECTIONS
M-3
HVRC SCHEDULES & —ONTROLS
M-4
HVRC DETAILS
M-5
HVRC DETAILS
STANDARD
ABBREVIATIONS
TTH
UIHMETEK'
• 6 IL T
DC.Trill._
I J'
D: JWf 1;3r' JI I T
Ef_E,'Tr,:r'. lN'HTER COOLEK
ELEV, LL
E l E\'H FL.J' i
EULIIF'
L"l llFrIEIJ 7
LXI:77
EX.I` TIN"
L_1
EXFRN:5IJN ,10IN7
E,;HF
EXF ,J EJ ,RID NC U1I,'TICHL F'HNEL
L- '
LXF C - TEE[._ CTRI 1CT IF:E
F 'PJ, FL
FINISH ED FLOOR
f H
FIRE rlY KHNT
F-T
F00T
F (. KN
FUkNITIJRE
GH
GAUGE
Nf I
HOLLOW METAL
HORZ
HORIZON THL
EM
INV
INVERT
IRS
IRON PIPE SIZE
MH
MANHOLE
MAX
MAXIMUM
f1ECH
MECHANICAL
MIN
MINIMUM
MTD
MOUNTED
OC
ON CENTER
OWSJ
OPEN WEH STEEI_ JOIST
FR
F'RIK
FL
PLATE
R
RADIUS
REINF
REINFORCING
RB
RE3ILIENT BASE
REG
REGULRR
REOD
REQUIRED
RL
KOOF LEADER
RHWS
FOUND HEAD WOOD SCREW
SHEET DESCRIPTION
ELECTRICAL SITE PLAN
FLOOR PLAN - LIGHTING
FLOOR PLAN - POWER
SCHEDULES, DETAILS & PANELS
RISERS & PANELS
DE THIL3
UETHILS
EXTERIOR LIGHTING DETAILS
POLE LINE DETAILS
SS
SANITRRY SEWER
SCHED
SCHEDULE
ST'D
STANDARD
SD
STORM DRAINAGE
TC
TOP OF CURB
TRANS
TRANSOM
TBM, BM
BENCH MARK
TYP
TYPICAL
VTR
VENT THRU ROOF
VERT
VERTICAL
VCT
VINYL COMPOSITION TILE
W
WATER
WC
WATER CLOSET
W HTR
WATER HERTER
W/
WITH
REVISIONS
S1TL
MATERIAL INDICATIONS
aTE Al
r
a
7
ERKTH
FINISHED MILLWORK
,,.o.
CONCRETE
a
FLASHING, WATERPROOFING
FELT, PLASTIC LAMINATE, ETC.
CRUSHED STONE
WOOD FRAMING & BLOCKING
•e •
CONCRE ITE OR CEMENT
RCOUSTICRL TILE
CONCRETE BLOCK
RIGID INSULATION
(ELEVATION)
BRICK
BATT INSULATION
CERAMIC TILE
(ELEVATION)
o
GLASS (SMALL SCALE)
STEEL (LARGE SCALE)
GLASS (LARGE SCALE)
ALL METAL (SMALL SCALE)
PLASTER OR METAL LATH
METAL (ELEVATION)
DETAIL SYMBOLS
NUMBER INDICATES SECTION ---
LETTER INDICATES DETAIL,
OR ELEVATION
•
SHEET NUMBER WHERE -- — —SHEET NUMBER WHERE
ELEVATION, SECTION OR C1 C11
DETAIL IS TRKEN ELEVATION, SECTIOf
OR DETAIL IS DRAWN
I
_ JIJ'-r'._,I1HI._ CFIEET REFERENCES
SYMBOL SCHEDULE
DETAIL_ PURHLE ROOM ROOM NUMBER
115
34 DOOR NUMBER
SECTION CUT �ff�
1 COLI M `?
O
I
FLOOR PLANS
1/8'-1-0' DRAWING, TIThE SC of
-J ,r
too
—
CJ
1 J f
b MILTUN SMHLI_ RKCHITECTS PR DEPARTMENT OF THE NRVY NAVAL FRCILITIES ENGINEERING COMMAND
CERT. NO. i v KHLEIGH, N. C. A4iLAHVUE D] MHOMM
389 RRChITECTS NRVRL STRTION NORFOLK, VR.
01 EFU DKWG. NO. MARINE CORPS BASE
CAMP LEJEUNE, NORTH CRROLINR
c.koL_ 13
JOB UkDER N0. SF7137
�EIGH, N•C STA. PROJ. NO. Y d7J W W h L V L�h� L�L5L5
DES. WEF --- DRWN. CAL) ll'JlILUHTEEl1V(:.1HCH Eano
C* s PROJ. MGR. WEF Ch. RRCh/ENi3R. JLB 4`
EFD RVD F.P.
Bk. MGR. DES. DIR. TITLE SHEET
APPROVED DH IE SIZE CODE IDENT. N0. NRVFRC DRAWING NO.
2030 -�
f ♦ _...__..___. 4187728
RCTIVITY-SRTISFHCTOKY TO �0�g�l CONSTR. CONTR. NO.
APPROVED DATE
N62470-87-8-7137
rIQH .,
FOR EFD FOR COMMANDER NRVFRC SCRLE GkRPHIC SPEC. OS-87-7137 I SHEET. OF L�'I
U
FE
r
U

I

A'"III IC„i I
0
410
13
r
0
A
0
n
a
Y
V
,
^LL BE USEDr PAD TO BE 50' L X 20' W X
y° AY MACHINE COMPACTION OF ALL FILL IS REQUIRED. DIVERSIONS SUFFICIENT TO
NT TO ACCOMMODATE LARGE TRUCKS IS TO BE BA INSTALLED PRIOR TO CLEARING GRUBBING OF THE AREA (OR IN CONJUNCTION
DIRECT ALL SEDIMENT -LADEN STORMWATER INTO A SEDIMENT CONTROL DEVICE MIST \
"oeoo �
/J " WITH THIS OPERATION I! SEDIMENT
CONTROLS A DIVERSIONS ARE INSTALLED AS
�m YIBE LOCATED TO PROVIDE FOR MAXIMUM UTILITY BY ALL EACH CRITICAL POINT IS REACHED),
0 Do DIVERSIONS SHOULD BE LOCATED TO MINIMIZE DAMAGES BY CONSTRUCTION
rC'AINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT OPERATIONS, �\ 241
i/6NTO STREETS. PERIODIC TOPDRESSING WITH STONE WILL BE
EF SOME HANAY. C. DIVERSIONS SHOULD BE SEEDED II MULCHED IF THEY ARE TO REMAIN IN PLACE P3 f
/MAT:ERIAL WHICH MAKE IT ONTO THE, ROAD RUST BE CLEANED OVER 30 DAYS. 25
UP �15 r- INS'(ALL 17bA/I WI?� ��A\/EL. g11P-I�Ah pIL"(EIZ
Y .I '1±ATELY. D. CHECK DEVICE AFTER EACH RAIN, BUT ONCE A WEEK REGARDLESS. REPAIR AS 27 24
NECESSARY. \\\ ` 26 `` \ \\\ \. �( �T.i'=' �y \ �\ �rJO1,11NC0MI�L� IO� �O� ►01+I�j'(I21JC"(IQ }ZMO\/�
� \ 22 w' 41��1,1
N,bnl tI•Y.+ M r111 .I CW t1.1. ' I ,.fry ,10 \ \ 25 \ t "+'ri'Ix \� 1]
�0 � ,.� '� It'Y..I Iw. •�Yrs \ \ \ 1G li I �I'^ 1 1 � L
�c, /w� f.�, Y� r � ,'1l1 ��:' � \� �1r�M I II•'� X�./cGUN�iU/L�(b,/��rJ
�'\• / `i 'SOI llqu. Ii.Yi4. IFN s�l 'It"W.. 4"In IA•'It Y16 �` \ \ \ ♦ - I I I+r45�4K-8'GD AILGM ✓•
i
r
! bl Y,...R..n.l ..'... RI Fq GJI I1 EVs DIr alt' I 'i \ \
.. 4 *r*f ;►+IlE,7 it gllillni 111'�'1�' TII O 1.. •'•'Fi ill ' w1 _
, a•' ,t ' , .y� - coYr•cTco ruA ' . ` \� \\ �\ � I r
.T, .,� R -OERM/ DITCH- -DITCH-
6" MINIMUM �. -BERM- I ' r III
NOTES; POSITIVE GRADE MUST BE PROVIDED TO ASSURE DRAINAGE. IF SLOPE
NCDOT /5 OR #57 WASHED STONE EXCEEDS 2%. SEED 6 MULCH DIVERSION. TRY NOT TO EXCEED 5% (HIGH VELOCITIES !! 1 � I�, � \\ \��� .. ' Ir I MINIM LI M S� DI M C W'I 5'rorzA C
RESULT). MAXIMUM D.A. to 5 ACRES WITHOUT SUPPORTING CALCS. DIVERSIONS AT
THE ZOP OF SLOPES MUST EMPTY INTO AN APPROVED DRAIN. BERM/DITCH IS MOST 28' // ` \ \ \
NOTES: APPLICABLE AT ALL POINTS OF INGRESS a EGRESS UNTIL SITE IS STABILIZED. FREQUENT , " \ \ \ \ - �R� fs'T 3o I X 301 X 41
FHECMS OF THE DEVICE AND TIMELY MAINTENANCE. MUST BE PROVIDED. r COMMONLY USED. � /
r ,Al 'TEMP. GRAVEL CONSTRUCTION ENTRANCE, '�B' TEMP., �DIVERSIO
II II �o' SGt>,LE� No S / �`,��` �,�u.► rah�.Y I
„I ' 18
pit I
' I -�rl �' Y I:• �,;3 %� 'ter h a - � G ..' ' 4 ,
r
BLOCK AND GRAVEL CURB INLET SEDIMENT lILTER -
..."-....".........."..."..""........-..".. -- - r----- r----''- n I� -- -rN - - - - - - _ _ -•-r,- - " - -
-- _°.� �- .� �'; .rs.� e, rX2 15" 60 LF
A. TWO CONCRETE BLOCKS SHALL BE PLACED ON THEIR SIDES ABUTTING `p7 + 119
THE CURB AT EITHER SIDE OF THE INLET OPENING. A 2" X 4" STUD -' - - 2O 21 1 1.00% SLOPE
SHALL BE CUT AND PLACED THROUGH THE OUTER HOLES OF THE SPACER I I i 42 23 _ „ 1 1 NV. OUT 18.90'
BLOCKS TO BRACE THE FRONT BLOCKS. FRONT BLOCKS ARE PLACED ON I I 24 ri
THEIR+SIDES ACROSS THE INLET AND ABUTTING THE SPACER BLOCKS. I I \ 25 I 50 X 20 X 1�0 EIZ2�V5-L
B. HARDWARE CLOTH OR COMPARABLE WIRE MESH WITR 1/2" OPENINGS • e + 7.5 1 ,,. I I 26 \ I f I C.Of�Ir���c.l' JG'rF3}�I �N?1�ANG
SHALL BE PLACED OVER THE OUTSIDE
FILTER STONE FROMVERTICAL
FACE WASHED (WEBBING)
BING)A F THE ,f I I r1 3 • CURB INLET N0. 2
/ -\
BLOCK
BEING
THROUG
THE
/ 28 r 227^ +a7.7 �•9�+a7+I + �7.7 , 'S3 r_ TOP 25.85'
HOLES IN THE BLOCK* / �"'' 27� _. ...,....__..____ __.. G X28.0 , INV. IN 21.80'
C. NCDOT MS �/ +Z7.e + * x27.00 +29•♦ 28.OAx •� +
' WASHED STONE SHALL BE PILED AGAINST THE WIRE TO THE •`�"'
� I x .2 0 / , '�`� ply INV. OUT 19;rrQ' •
TOP OF THE BLOCK. �27.8 ,
D. CHECK DEVICE AFTER EACH RAIN. REPLACE WASHED STONE IF IT ' I 1
CLOGS WITH SEDIMENT, ; 25>�(I ,.� _L I j � I 25.10 !, IIJLE"r 5�011✓I�hl'� i+IL'(E� . .
- -
Jr WIRE . CURB INLET SEDIMENT LADEN FILTERED WATER- I I 27.5�X 26.5 12" 172 L r
I MESH - - RUNOFF _ 1 I 1.00% SLOPE
2 I I r, f
i�rl �� ..I 1 II
�-�11N OVERFLOW., a7.S a::. , \ \ r 7.�-� •I I ..
-� +. , �i,. ♦. ^ / r tl \ +Y+[9 44 r
( p l e. .. .. r ? _
I r�('� WYr� 11„! p��� res,.0 Ir-IIII''�llydllQ..; a•,•ar +17.,� •a7.♦ 1, ♦ / '/
rl��y' Ti -e" 1 �tl'I„r,rr. PEDIMENT
SCREEN'" �Curblal,l '
i. ._..'._.. x 8.8 28. 5x 28.50x 7.30',� 1
• ��" 27 ! ;�,!, / - I CONSTRUCTION SEQUENCE
__ - •/ 2 X 4 STUD BRACE I - ,r
GRAVEL FILTER `-CONCRETE BLOCK ^ ' ^^ i i / i i / / / r i , i , , / . / . / / i / i i i // i / i //' i / / .' , . / 2T. RESOURCES AND / I v
I / 1. OBTAIN PLAN APPROVAL FROM DEPARTMENT OF NATURA�.
1 � t�
c CURS INLET SEDIMENT FILTER z8 `'� I ILf'j"I COMMUNITY DEVELOPMENT, LAND QUALITX SECTION.
\ . / IPi I ^ l I ' 2 INSTALL EROSION CONTROL MEASURES IN ACCORDANCE WITH APPROVED
•. \ N I 04 r I PLAN.
29 / I I �`' 3. CALL FOR INSPECTION BY LAND QUALITY SECTION.
CII CII No SCbLi .� ►
\ �\ IiY'\r �'r1111ILfJr�fJ}:E: `''rIJF` / x28.8 C..♦ _r ±d. F 4. PROCEED WITH CLEARING AND GRADING ACTIVITIES.
"] a.7. tl % +27.8 a2�.J +[r=.J %' 26.3 1 2 +5 +2r.4 • t I Ijhf� L 1 5• DEVICESMPER APPROVED
DRAINAGE STPEM�IS INSTALLED, PROVIDLLLBE PROVIDEDET O
+"' 6 ANY PORTION OR PHASE OF THE SITE UPON WHICH FURTHER LAND-
S
+Il I I / x 81 28.21b 1 I I
emY raNA Dor DtsnAl°Nm+m*Dertu De'oras , I X27.08 • \ / I I . I ii DISTURBING ACTIVITY IS NOT BEING UNDERTAKEN S
,•- i 1 ► j WWITH GROUND HICHEVER PERIODRISISHORTER,WORKINC DAYS OR 120 CALENDER DAYS,
7 MAINTAIN ALL EROSION CONTROL DEVICES THROUGH THE COURSE OF
x28.50 ..... NSTRUCTION. NO EROSION CONTROL DEVICE IS TO BE REMOVED UNTIL
D
2, - i ,ii CONTRIBUTING AREA IS STABILIZED.
. AN FOR DIMENSIONS - �� . . . . . • / ,' / ' , I "
r SEE / ! / ' ! ! / % x29.00 I , AS DISTURBED AREAS ARE STABILIZED CALL FOR FINAL INSPECTION BY
RY, ry- 1 /' - 26.�50 I LAND QUALITY SECTION.
x28.85 x29. 0 I 2 .00x I I I
l� 28 t I I' � ,Illi,l�u�ll r I � I n I . UPON APPROVAL BY LAND QUALITY SECTION, REMOVE ACCUMULATED '
rLAN VIEW 1 ! \ \ uF,7 +26.7 +26.8 +[t.. er" +[S.• + „6.B
- I '1 ' � + �• � I r- � . DIVERSIONS. RESTORE TO FINISH GRADE
SEDIMENT FROM PITS AND
+: r f +d"A a IN i iSEED AND MULCH
\ \ I x26, 0
27DISTURBED AREA: 5.5 acres --...._..._._..r- \ 27,6� II '+ 61�k �C7�MCFJTLF�u �
SECTION A•A L. IN ' ` �, 1 MOP, .. I ,y) I "I ' .•� I
L FrS -
0
TYPE A- PIPE OUTLET TO FIAT AREA WITH NO 25 _.. \ 2 .6 X •25 I '
DEFINED CHANNEL F-J1v' 26 • .. F' - _ - _.._ .- „- /"� T .� . ! \ _ LX 28..�0 .,, L... _.......L _...__,. ___ -., 27� `I I .. MI�","'t 6. "! �, PREFORMED12 GUAGE X 4"LS 2"METAL POSTED WIRE OOKED ONTO.
24 _ 28.02 \\ I �" TO
- - ^ -� _ CEDAR OR WOOD POSTS W/ No 8 STAPLES
• r- T 1 -----! `__--__ �^= � �A� .< �• �\ \�\ X28.50 _.._ , \ -1�� r CURB INLET
F= it 'I:. I� ` / .•.
,. _ •�;" TOP 23.50'
• - ' �I`r.-H - 24 _ - - -.� ^ - - - ` \ \ r 7B + .7 +27 27 ,^ * 41 / ti7,J 27.0 INV. IN 23.50' ULTRAVIOLET RESISTANT (BLACK) MIRIFI FABRIC
'• 25 r. - - +2^j wl '�t7�`l'A +a.•8"� `'� a25. \ + "'..1 +.7.� +2 - ? M 1 OR EQUIVILENT SECURED TO WIRE W/ METAL
�+ \ \ ` \ { y I CLIPS OR WIRE AT 8" OFF CENTER
' SEE RAN FOR DIMENSIONS \ \� \ \ \ "
A VIEW 26 - / \ � \ \ \ \ .,� ''
2 74.5 O 1\ �Ol X t01 X ��� I•' I MAX. SEDIMENT STORAGE LEVEL. REMOVE
I IS
,', r,• \\ `\ \\ \ \ \*21. \\'* \ * \ \ \ I I...,.... _ 7.2X • ( ? ahl`..�''rf2LIC"rON ��.I.F'RANc.I: • ORDASEDIRECTEDTBYSLANDELUALIREACHED
1!„ \\ I \\ x2 - CI y QUALITY
INSPECTOR
TYPE B-PSfCTiON 8-1 1 ���_„ �x27.00 \\ � '� _ � 28.02x�
PIPE OUTLET TO WELL-DEFINED CHANNEL I --� "•�.� „\ �"� 28--___.-��. `dI" rl
L... _.,.__.._..... ,._.. /
�y 2� .. .- - \...M _ -. ,n 7 ._ *,-.. .. _.,,._. __-,, ifZ - / - \- -i--.. 7 r . ,.[ Fl.� _' ' e7.� -� .' • •', CARRY APPROX, 12" OF FABRIC INTO TRENCH,
_. _.._....-. \ .R J 27.3
1.T �71.' o^ 1"Y r' a2H.1 '
2 -�„,J __ +217.2 - \-_+[+.J �_-s_- 1 - + _ -- \ •` -- •• -_ I } COVER SOIL 6 TAMP BACKFILL
CULVERT' OUTLET PROTECTION \ \- Id
-No SCALE- \ \ r \ \ \ 21..� \ \\ \ \ 4 \ / I 1 ] ",, 1 rodd
\\ \ \ \ \ \ \ 7c1 \\ I 27� n _ _- ---- SHEET, DRAINAGE (ONLY)
Idd
v \ \ •\ I II NATURAL GRADE
\ _ `.
`\ \\ \1 \ \\\ \ \ � \ \\ \\ `` ' II q `1 --�:._\ .. T 1 � II uuil jn�ilnlU-- mac- - __
1.
\ l - z g l =III= I! -
CARRY RIP -RAP UP 1' 2' \' \ I 27_Ir�_ rI- CARRY 6" OF WIRE INTO TRENCH
- TOP OF BERM SIDES_ OF SPILLWAY MI MIN 26 1-- f9i
1' FR B - " Zs ° i='J=1fJ METAL, CEDAR OR 4" X 4" TREATED WOOD POSTS AT
Id
TOP ELEVATION OF STORMWATER;�I . " ;% MINIMUM 24 1 w j,I glJpl 101 0. C. MAX. - CEDAR AND WOOD POSTS SHALL
�' i- - yl' FLOOD STORAGE ZONE - -' F5 WASHED - - K 1I1 7� I R
FO -- TON
0// 1Vl �22 23/ l BE 3' DEEP MIN.
0 +
50 I�\ - - ---- (TOTAL STORAGEN CITYZ -�- 3' IN. r -22 21 x2 �'" \r1/ \\:�; L 21 501t }' �� 28 rE
SILT FENCE DETAIL
BASi 4 M N. , / _� /
1.5' MAX, SEDIMENT DEPTH tlll'IT�'IL I a:P:. llc_NI - d 25 24 r� �,. �ti... .'^ C/1,: y t' I -(Ei�lflo C11 CII O CA it
III{ ul= 11 RIP -RAP 26 25
-.� 21.50 ! - 2 .50x I \ ,.•�" N 5 r '" //
15 MIN. - B MIN. Hjl°• "�F•� 6 27 rv;HY
MIN
A Id�.�. �.
REACHEGRAVEL el RIP RAP FILTER BASIN DETAIL / / 26 50x ~ } v •�" \ M IN IN1u EDIA!ICh•i 5 U �' SU 75 1JJ
MAX. LEVEL OF SEDIMENT
....,.. yr.t . _- r
CLEAN BASIN WHEN THIS LEVEL IS COLLECTED SECTION THRU BASIN"i FILTER, NO SCALE / .rr 1 ,A '� 'IC 1 �1
x26.,5o Iv l I I I 1" = r:il �'I I T
P
/ 26.50x \ \ A!?��Lo X ra K�
�' / arm' • ,
j„ \
-CARRY RIP -RAP UP ryl Tv . ;..,, \ IF.I(.JTA LL :A&A \\/IT+� �]K:.�V L �'If�-p,np f -(�G•.
! ,,, ^_ J
SIDES OF SPILLWAY /! 41 L F>=N{C "' l I XXXXXXXXXX C3A51►�I �Or�.
---10' MIN. 26/ 25 24xxxxXXxx ti',.:. 241 XXXj(,I� L1FqoN caMPLe-jloN oFs C�NG�'�uG•'('IoN F�C�D,vA
24 CM 4 .•I- I"�� �cN ,gL4-rrsv ��DIIVIE-N"j�/ �XGA\/AT �T'��'N1 UEPHKTMENT n THE rJHVI' NRVRL FRCILITIES ENGINEEkING CUMMHNO
MIN. FREEBOARD 4 \ 3' �„^"�" \` I/ I - ~ �WA'riWk�. D T1:NtIoN BASIN f,5tz, ''LAN •AHL? 1Id4i ALL MIl_T�rl FHLEI H, N.iItTEC�S FH `16 I'L.,a°tiU��VtlL.,I'- Ii�IOW0 RUJIf�J `T m \ / / { 7
+ 'V1 RI P-RAP .= \ SEDIME / / < . I ' 4 I S I L ' II r1 • NORFOLK, VR.
3 �IN.!' y :''.'•.; ,' w Eg - I '✓� 1Y''i... ,v �`, �,, ,. .-�IGC C F rll EFU JkWJ. NuRk HITk�T MH INE ukPSrHHr'IE LINK
M ; . • al / Pjr�3I�.'I �/I r I- r I , . CHMP LEJEl1NE. NORTH CRKO
5 5- L�
U
` C N 5F713"
• ° r5 WASHED I BE,py
p .ir, aal. STONE / I
�--7' APPROX.-
SECTION THRU BERM 6 FILTER PERSPECTIVE VIEW
NO SCALE NO SCALE
D�GRAVEL & RIP -RAP FILTER BASIN
II CII f4o zGaL>r
I
I 1
I
SEDIMENTATION & EROSION CONTROL PLAN
�I� ��I"�II I •
U
L--j
JOB UkJEk U.
,.. '.n
Ga �.�Il` ❑ �L.. 0 IJ L L�LU� V L,V-IJ�L`�L�
STH. PKU•J. NO.
JES. WEF
P-tl7J
Uk,JN. CHU
lP'11�°' �Jr "L U J�°\ J�L�al✓L�IJ1��
`�OM S A\\
I'RUJ. l"I WEF
CH. HI�.H/ENGR. JLR
[
/
tto 4
.11ra°y�1�1
EFU kvu
IIIVu
F.P.
F.P.LIESulk.
SEDIMENTATION aEROSION
CONTROL PLAN
d $ r�',Gi
U JH
SIZE
CUUE WENT, NU.
NHVFHC UKHWI14G NU.
` 2030 s
•°��\+�
�=
L�� J J `1I
4187739
Y TO
yNtrF
RCTIVITY-SHTISFH�TOId
CjN5Tk.
w NTK. NO.
s7 R 7t37
\ A
RPPROVEU
- ----- - "-
FUK Eru FJk
JHTE
,
CJMMHrILIEk NHVFHC
Ns247G
Sold GKHPHIC
SPEC. 05-87-7137
^
SHEET 12 OF N1
V
[�
qI
M
I

I I
I
5 -U ! HLIILI)IN;' 5' 0"
I I
DURING FINISH GRADING PROVIDE TOPSOIL
I ,
u TO ELEVRTIONS INDICATED ON SITE PLRN
' ,' •,r ri ' P.1K J' - - -F If l'. 'r I FL_J,�r. FINL'--ri FLOOr: ELEV. 1-9.19'
- --- - - - ___, II S NOTES
�+ __ _.. - _---------- ------ - - ----- ------------------------ ----------------
- — T------ - —__
I
t RTDEPTHXOF EXISTING TOPSOIL TO 1. SEE CONTRACT SPECIFICATIONS FOR PORO
- -- USA FILL
1' FRO V IDE uEf 1Er H _ ITE F_._._ �I 1 , h. "
MATERIAL, SELECT FILL MATERIAL & COMPACTION
REQUIREMENTS.
411 TIJPSOIL TJ ELEVNTIJfI; �'r.rl I'..: -IIr, iL f1l rll'IN :; ELEV. 24.00
"r + 2. PRIOR TO CONSTRUCTION, ALL VEGETATION, TOPSOIL,
- INDICATED JrJ SITE F'LHN
FILL AND OTHER DELETERIOUS MATERIAL SHRILL BE
_ - REMOVED FROM THE BUILDING RRER TO ELEVATION 24.00
AND, THE EXPOSED SUBGRRDE LEVELED FOR THE
-- STRIPPING AND FILLING OPERATIONS, THE BUILDING
p p p n n I ' - - - - - - ' - - ' - - - - ' ` - RRER SHALL EXTEND FIVE (5') MINIMUM'
TYPICAL SITE I I�EI �1�RTION DETf'1IL BEYOND THE BUILDING LINE, MEASURED AT ELEVATION
n"I 'rt_I, .'f::(_E,'r f I'_L \. IN TIE HREH OF SOIL BORING NO. B-3 ORGANIC ZONES SHALL BE COMPLETELY 29.18 (FINISHED FLOOR)
r EM 1'.'EU. f�EF'LHCE UNDERCUT WITH COMPACTED SELECT FILL,
HLI-_ ��:' UIKECTEU BY THE CONTRACTING OFFICER, BASE BIDS ON 1,500 C.Y. OF 3. AFTER STRIPPING, THE BUILDING AREA SHALL BE
MII 1, I IN:JE: , a 1T AND BA(:KFILLING OF ORGANIC ZONES REQUIRED. PROOFROLLED WITH PPROVED COMPACTION
EQUIPMENT. COMPACTTHE RRER TO NOT LESS
THAN 95 PERCENT OF ASTM D-698 MAXIMUM
FINISH GRADE DENSITY TO A DEPTH OF 12 INCHES. THE CONTRACTING
OFFICER SHALL BE CONTACTED 3 DRYS PRIOR TO, ANTICIPATED
27 PROOFROLLING OPERATIONS. PROOFROLLING SHALL BE
PREFORMED IN THE PRESENCE OF THE CONTRACTING
26 _ _ OFFICER TO DETERMINE IF FUTURE EXCAVRTION IS
r EXISTING
REQUIRED,
1
,GRADE
� i
�
I �
4, INPAVEMENT AREAS, STRfP RND COMPACT
24
--
- _._
- , I I
EXPOSED SUBGRRDE IN RCCORDRNC WITH THE SPECIFICATIONS
23
_
1-�
5. COMPACTED SELECT FILL 'SHALL
I
IBF PLACED OVER
—
THE ENTIRE BUILDING RRER TO HE
BOTTOM OF THE
22
CURB INLET N0.1 12"
193 LF
�
POROUS FILL. FOOTINGS MAY BEIPI-RCErD
USING
�
-�.. I I
SELECT FILL FOR EARTH FORM,
I I
TOP Z"�) �'
f,.SLOPE
� ''
21
�
INV. IN '��r CURB INLET
1- �
NO 2•
EXISTING DITCH I
' 1I ' �HE
6. FOUNDATION CONCRETE SHRLL NOT BE PLACED UNTIL
20
TOP
^,-, r'
"
\
FOUNDATION EXCAVATIONS HAVE BEEN INSPECTED &
INV. IN
21, �+�
�
1
APPROVED BY THE CONTRACTING 0 FICER. FOUNDATION
19
INV. OUT
to
CONCRETE SHOULD BE PLACED THEI SAME DRY THE
FOUNDATIONS EXCAVATIONS ARE MADE. IF THE BEARING
18
I
SOILS ARE SOFTENED BY THE SURF
CE WRTER INTRUSION
`
15' (,r? LIF
)K EXPOSED, THE SOFTENED SOIL
SHRLL BE REMOVED
17
1.0 %'SLOPE �
FRJM THE EXCAVATION BOTTOM IMMEDIATELY PRIOR
I
1NV.OU T 18.90
TO CON R TE PLACEMENT.
E fl
16�I
F'
1
14
,.
r—
I
0
I I �jj
9999 / nevy / do to
al= OUTLe-r PIPE ,
SECTION A
FRbIV1E �.hll Co�/�IZ ,
_ QED. SPEG. FiR -F-Co2
�ild�►v111J. f=Icl-. d*IZ, 5IZ5. 22/ pLdN6ie UP
3 3/81M IN. Y FIN 15LI1=D CrzAD6
I �{ZIGK OIZ.
3- 4 T 4,g COI-IG122�'rE ��/ts.LLS
I 'r t5
i
311 GL�Al2 q, I�',IcK oF2 caNc. l=1LL•
'ql'4 AT 12II r=A. ��.a.� SECTION B 1 II cl!�MEHT MorzTa.m
l,=1IJI5I4 IN fU7'rI5P_-
A CURB INLET W THROAT
C4 CI N .T. s.
I
STORM DRAINAGE PROFILE
1" = 25' HORIZONTAL 1" = 2'-6" VERTICAL O ° rl�,4
I ° ° I WLI.O�C'j+ Fha'
0
�— 4 .. i2' IQ' l<<I.G 12" eMW ra
g60 ?i,; IQ II�OIGh(,Ji hF.l IN r f G I
.? III _ �'r -F_ Fs `\ e,L:,IxJaa( Li ( - iuii��. %Z 5 .pl:�✓ J ��a �K:F',
,�� L E•'. _ ✓, n - - - ° j ° �' aA-1 I F-90
�•4- c �.":,(,I�:::•,N '�_- ?s1•II�MC� ,GA�:��:L - '
PLAN Mr r�IC'N 1=LAHr="I`= i�IJI-F) G
3 o CIv1F-
1&L/---IIJv�G?T'' ZI.G'vl INv e 21.401 ILUMInII2rDll 14 �A.-a
A=�
I-
/
-B ISOMETRIC
ALL TO ISE bnTTv0 0F'_
:Ws PLAc F:L;� I N
T
4i --- AJ
,N
m m I
101
M©I
In CU I I=1- I
1
C�
*- _ T_ A �fo �Ttz�cTloH Jo `12 MIN,} --•---- Q.L,`'?IL.. - I_.__...._ ---
SECTION
PLAN
I I
e TRASH RACK DETAI Lc RISER DETAI L
, I
I' I sLA,5 -r 4zot-r C4 CI (C�4 13
prI�I'NC1� cIJT'I E2 INN/t--tzr C5 C5 , _ I
' D i / o
I
GRAPHIC SCALE
25 0 25 50 75 1001
l,d = 25'-0" 1 1 1 1 1 a 11
I �
C-13
MILTON SMRLL RRCHITECTS PR DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
RRLEIGH, N. C.
RRCHITECTS NRVRL STRTTON NORFOLK, VR.
EFD DRWG. NO. _ 287741 MARINE CORPS BASE
CAMP LEJEUNE, NORTH CAROLINA
JOB ORDER NO.5F7137
STA. PROJ, N0. WEVFUT'M pOUTE D V2HO-UOR'
DES. WEF DAWN. CADV
ON S,fj� \ PROJ. MGR. WEF CH. ARCH/ENGR. JLB G=
EFD RVD F.P.
CO' r�� y'�' SR. MGR. DES. DIR.
2030 HtrKUVLIJ DATE SIZE CODE IDENT. NO. NAVFRC PRRWING NO.
4187741
i q4 at°� �•, ` RCTIVITY-SRTISFRCTORY TOr.
®©2J`ll
(FIQH ,Y!' APPROVED DATE o CONSTR. CONTR. NO.
�__.. I N62470-87-8-7137
FOR EFD FOR COMMANDER NRVFRC SCALE GRAPHIC SPEC. 05-87.7137 SHE& 4 OF L� ,
• � II � I 1 I �] I
Y
,
Y

BUILDING
WOOD B TIN
BUILDING
t
s�
27 O e
TRACK
I
+27.3 �i + I25.4
PSP H PLT
26.9
27.1
26.3
24.0
24.6
+23.3
421.5
423.0
24.7
26.a
27.9
26.2
27 l
26 :6
25.5
i
25,.9
24. 6
+22.4
+2/
+22.0
0
a)
L
Q
23.3
a
m
0
0
29'r0
26�5
27.7 27 )B
IRON SET 20
+26.6 426.7
4-26.4 4-26. 3
427.1 +26.9
27 57 1 2745
N &C
2776 800. 00 to Intersection Main SET 16
27,64 Service Road 56
N549 41- 46 Wy
State of North Carolina Pitt County.
I, Willard F. Jefferson certify that this map
was drawn under my supervision from an actual
survey made under my supervision; that the ratio
of precision is I/10,OOot EDM ; that this map
was prepared in accordance with G.S. 47-30 as
amended.
Witness my hand and seal this 29 th day of
September 119 87
�Z l ,&// -Y. -&-011,
illard F. Jefferson , N.C. RLS L- 1405
5.51 25.',II 1
+ + +22.4 24 .7 25.9
I
t22.3
+ 28. 0
27 _ 7
Ditches
Small and Not Continuous
ded Area
26. 6
�Ditc has do not Join Main Ditch
25. g
256
:h Ends
25 3 6� 6
t
'25 . a f 6 .5
rr
1
A5
�3.0
/16.3
G /
b
DEC 2 71988
qt91
SURVEY FOR
U. S. MARINE CORPS BASE
Remote Piloted Vehicle Maintenance Shop ,
CAMP LEJEUNE NORTH CAROLINA
SEPTEMBER 29, 1987 SCALE : I" = 201
IWI
0
McDAVID ASSOCIATES, INC.
Inc. Engineers • Planners • Land Surveyors
Farmville , N.0 . • Goldsboro, N.0 .
REVISED 2-26-86
P873
27. 2 26 s 26 9 27 2 27, 4-`�� z6.9
22.0 22.3 * Linergroun in Om lepehone
--- 27 ,0 39 '+ Easement.
1,0
-- 26 .4 Diameter x Diometers Include Metal
---_ 2 6 . I I Casing.
-- E _._-___ IIIIII1II1InI
27 0 27. 5
____
U
25 0 0_
i1L1
-- , aN 22.5 ._ 21-3__
250 22 3 Top of Pipe=30 86
27 25 o Bottoof Pipe=298\by
Top Pipe Diameter -179
0 26 4 22.7 z7�26 s zs o za e 20 Overheod Ground=28.31 Bottom Pipe Diameter-
+21 s Electric I.35'
144 -- _- 26 26 0 7 23.44 20.3 * INV= 14. 61 ��_ Pa=er
_ m I
144 z7 0 - Ed Top of Pit = 29.03
09 W (mil -�.�, 103 209. z6 o _qe of Pavement 25.0 - E `---- To of Pi ein Pif= - I Top TopR epe,33. 510
-_ zs 6 25 •3 .o za.7 z3,4 I� 23 37 p c bottom Top Pipe-31. 71
S39°. 16 4(S W 253�
2c s A 2, 52(' t0 zs z za,c �nrp Rap `�_ / a Top Bottom Pipe=30.97
a I Bottom Bottom Pipe=29-62
s _ ' Ground=28.81
S39° 38-43W •25'8 zs.2 `�� j .�
----_-- 10 25 3 86. 89 nl 25.Iz Grovel z4.er/29. y-__ `E
Sq0° N&C- Shoulder �`�� 53 y�
43 - 40
25.1 SET �� 25.12 25. 11 252
Edge of Pavement,
i 12 Water Line , 3"Force Main, Underground Telephone Line on - r'r- 5 l2 ��� Tap of Pit =31. 14
East side Louis Rood) ll J � /
- R
0 p of p 1n Pot-2Z69
_- To Pipe
i
North Carolina, Pitt County.
o
I, a Notary public of the County and State aforesaid,
certify that Willard F. Jefferson ,a tared land in'oa INLET
surveyor,
/
survevemeyor, personally appeared before ma this day
and acknowledged the execution o/ the foregoing
instrument:--Witross my hand and official stomp , this 29 th day of September 19 87 -
Gayle 0. rock , Notary Public��
A n
My Commission Expires: 11 - 5 -89