SW8080649_APPROVED PLANS_20171023

FSTORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 owow'-}`1
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
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YYYYMMDD

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11 I DEO COMMENTS I IU/il/V SEA I
=1922 `l�ll \ _- -
L V859 .118,02 / =17.22 / 1675 =I170Z
] 1 A 6�^ =167I v16.69 v166] _NitO '1DO7
/ A VTR, __-nA �E".
1 =46lITT26V C g235� ja *MIA 0.1=1762 n99 a6 \ -1650 -1624 =1653 i,17
e {2\ .1n+ 1 ��> _ %LISTING GRAVEL / °38
NMTIS OF DISTURBANCE .Is� L A °v \ EXISTING GRAVEL _ 115_ - 25,618 $F, 0.59 AC. x1853 _ =1722 x1682 =net k BDO 18 \xlb?I ]52 "II61 1]$J 'v1]65� "? xt]ZO I)2 //90 �IB.h_\ ll]a`?/
' '10Z6C'�____ ___�180-- � f 60 Vtz-1I69�-- / yWOODED O6 /`� _ _ \ 10.1=I]A _ )/fll��l]65 �J=.i}61-„fig ,Ljl}3 L) "1810xl8ti "068 /
C =186 =1846 USA Ea« I828 1828 18.101aIL 0�� j8 ��-IBIS 1846- �_-_ � ILEE1�AO S93 "I088168E 813 >J898 TT85- B9
/ "1801 / i� WO I 5 909 IBA
�'".�Le4s9-.-�-'�s,,.HB9, 5s9_ i8 s_1eD 18.84--=Jam` 8-190- 4DUN E� ,IS 37 �K'50
-�Jal9 =1&1 1 =LBW -_-// �I9J� ,- - C 7LNE vti1fl1 �� i83M1�
839 n96]N ]bL �]ZB9 123&)5 --- -=I]ia x13]5 /
1e22 163 --__ _ I' /`./ l9Al.� AS9/.i4 (a3o J \ I .
to t / i9µ( y�p`'�19 1 12 � "nR/. T1Y1r 1693' 7].06,V5 1&1L9e_ -iIT2'., '11.63� ` 1]13 -� 189z =tetl11 IB v"'
X 90-_--__ _- _ _ 195�-9 4%.� rl/ �Di NEW - 1669- �6.' I6 xl4_60 =1G]D- l6 \ ZS \ %
_ _ __ `_}\ ___/ S� %9 1 1 .m]e' - IS _Iaaa_- MRC b'1\ \" 59 ] .
-/ GRASJ 1935, CLAPP0 191g8f51$ 9 ;1 .IS_04 - 4 �fY� \=06 \ 1925 Tf ~
. 1921 "190] x192! _i. nJ9J5-- xl9tvti--195- at455-- 198 19.32 9Q1Y__ 1=� X N" -_ - 13 ___ _ \ \\ \ 3] \ �l �. 1i.91f1
21 P1951 xI95?T___ =J9.},�. A]SB 12 _ t \
SITE BENCHMAR NAIL j '� �` =SWP 149 "' _ ns - \=\0� \L ,sa0 , 1e91
/ \ 190 i eL- 16]f i Tr (\ \ Jal 191] 5
/ _125- 'IEEIEVAPON=2003 ]�14,T
LIMITS OF NEW BUILDING \ q fYxe]56,�� - `-te�� ' 58'' ^ I LI_ _ \ITS 1 el
/ 2 _ / J \\ ` 1 1861A �]9WRLB$Z i_HN] i/"_ _I-hfia 'B 2] B]0= I050 y ` - _ ---5i§CI6Eil 51 IB92 6Z ]1E
9.)Z .I B3�x1956 "19 I{6''-x �s]-i x 6=t90 =1963 TESL•193I i0j'8 gj'4 y85'\\� !&]5e'H'3}- -H5A 5t81 �HE9 26.SZ3E - II2 HTd -._ 1n22 % V ]21] AV _ =nxa =1 196]1e�1 f=len 18pq _ J a \R�_ -n93 2aat 6.1a21 x1e01 _� "'"wl9n AREA
/ d
F011 1y5 x1. •- A 939 18]e 189p _ to 90 M p1891 1991
= I 1957 xt951 =19.W =1959 =19]9 =19b6 11. .199I A- ��� -190 10.93 "1869 4181E .1g12�
_I]HE \ J- -THE. Tom--- `�-195�-S)HI5- - / ENE- '-184
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�19H1 Y19�89=1992 =OW
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-=1978 \r \9 \
-So'- / L - -4- i _\� `A �\ "1921 1 =1898 =LARY D =18.39
i0a2 \-20,0-- -20-0 �� '� \
EXISTING GRAVEL A ' EXISTING GRAVEL \ V I
C I v� \ $�A42 b]6 2A15 20 AN 9)I II�20 �17 =16P /]j0j9
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\ I 0 sffiA x40PB 2090 _ \ -FJBi 908 x2006 7"B"' xp31 -Dli �-SMH I
\\ 20: 2L,D�z-{T -� - �lt1D p RIM=1498
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EX Ij NV=14.81 (6" PVC) III }1
835
\V ,�/ \ NV=16.26 �' ,1996 m =1915, 141E =1866 \�yye =1823
iiAkdl 20 =28. I=207 =p {1893
zG36 BUILDING M150 BUILDING M151
FFE=21. o /
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- -- _ - - - - - - -LIED- - - - - _. - -
i 1 'EXISTING 6" WATER \
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1. I
EXISTING caAV SEE
I: I EXISTING GRAVEL
PIE
1 CRASS BUILDING M151A BUILDING M151� BUILDING M151C BUIJ M151D M154
-_ - ­1GC
s
A SITE PUN -EXISTING CONDITIONS AND DEMOLITION
C-1 C-I SCALP. 1" 20'
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NOTE:
ENGINEERING SURVEYING COMPLETED BY AVOLIS ENGINEERING, PA. SITE HORIZONTAL AND VERTICAL
CONTROL ESTABLISHED BY CAROLINA ENGINEERS, PA (CORPORATE LICENS('# C-0205).
AND SHE DESIGN BY:
PLO PER OVER Ad=M
NEW BERN, WMU
TOP A6 U¢NSEMOLGERfb
CIVIL LEGEND
EXISTING
DESCRIPTION
NEII
OCO
SANITARY SEWER CLEAN OUT
ODD
SANITARY SEW£A MANHOLE
Ix
TIRE HYDRANI
UP
WATER VALVE
N
0
AN
IT]
TELEPHONE PEDESTAL
w
UTILITY POLE
O
LIGHT POLE
GUY WIRE
-5- - -
SANITARY SOARER
-S
-W----
DOMESTIC WATER
-�
-UGE- -
UNDERGROUND ELECTRICAL
-UGC- -
UNDERGROUND COMMUNICATIONS
V06
HE
OVERHEAD EIYCTRICA.
- G - -
UNDERGRO LEE CAS (PROPANE)
D- -
STORM TRAIN PIPE
-0-
-- -
DDEH/SWUE
(_
BITUMINOUS CONCRETE PAVEMENT
-1
CONCRETE
--�
GRAVEL
*500
SPOT ELEVATIONS
+XXXX
-5---
CONTOUR LINES
-
TREE/TREE LINE
DEMOLITION ITEMS
8 SA
SURVEY CONTROL
ABBREVIATIONS
A/C
AN CONDITIONER
CL, G/L
CENTER LINE
GE
BC FOOT/FEET
SET
MUCH CENIERUNE
DI
DROP INLET/DUCTILE IRON (PIPE)
DIA
DIAMETER
ELEV
ELEVATOR
E%.
EXISTING
FINISH RMR ELEVATION
FEE
J
INVERT
LBO
POUNDS
MAX
MAXIMUM
,IT
MANHOLE
MIN
MINIMUM
NOWT
NORTH CAROLINA
DEPARTMENT OF TRANSPORiATON
USE
OVERHEAD ELECTRIC
ary CENTER
E
RCP
RBNEORCEDSINCONCRETE PIPE
SUN
EANDARY SEWER F
TRM
TEMPORARY BENCHMAFK
BENCHMARK
THE,
TYPICAL
&
AND
AND
2
PLUS OR MINUS
].
PERCENT
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. ALL EXISTING VEGETATED AREAS DISTURBED DURING CONSTRUCTION SHALL BE REVEGETATED
IN ACCORDANCE WITH THE PROJECT VEGETATION PLAN, SEE DETAIL 0, SHEET C-6.
4, GRADE EVENLY BETWEEN SPOT ELEVATIONS SHOWN.
DEMOLITION WORK ITEMS (THIS SHEET):
(DEXISTING GRAVEL CUT AND PATCH - SEE DETAIL B, SHEET C-5.
NEW WORK ITEMS (THIS SHEET):
O1 INSTALL GRAVEL CONTROL ENTRANCE - SEE DETAIL A, SHEET C-6.
2O INSTALL SILT FENCE - SEE DETAIL G. SHEET C-6.
THE CONTRACTOR SHALL COMPLY AS FOLLOWS:-____1__1_'=__m-f /
A. THE CONTRACTOR BLAME 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 GNEN PRIOR WRITTEN APPROVAL; OR
2. THE INFORMATION IS OTHERWISE IN THE PUBUC 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 CONTRACTOR TO THE CONTRACTING OFFICER.
pQKH,1�A!20 �-
01 £g
SITE PLAN -EXISTING CONDITIONS AND DEMOLITION
C-'I
A
R1 T'
TAT LEY & 18 SH AR, NO 28151 INC
fl0 BOX 618 SNELBY, NO 20t51-05N8
409 EAST MMION S1- SEELEY. NC 28150
MARINE CORPS BASE
CARD INWNE NCBII1 CAROLINA
Nk fJn::
�
DER. J.K AVOLIS,RE.
CONSTRUCT CAMP JOHNSON,
MCCSSSPEB
DR. MSPIWFT
CHI J.C.AVDHaPE.
SAM17M BY.
CAMP LEJEUNE NORTH CAROLINA
DESIGN SIR. T. N BURTCH
APPROVED'. R400ROICC DATE
SIZE
CCOEISENT.ND
NIBRANUM Ni
F
80091
60020819
SATISFACTCRYTO: GATE
CIX$1R CONIR ND. N10.1611130J50
SEAT NOTED I SPEC. PIT STOW SHEET 2 OF 36

I
UMFTS OF DISTURBANCE \� `\ \\
25,618 SF, 0.59 AC. \ EXISTING GRAVE` EXISTING GRAVEL-'
WOODED 72,25' \
SET
FF
I. �sur
—ns— —
SITE BENCHMARK NAIL I. ELEVA➢GN=20.03 NEW PREETNGINEEERED BUILDING / — — / SWP 149 \I
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p-- -- — �— — RM=19.96
T — --R--- --- �I �e
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EX. CO
M =16.26
II�
-
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INV=14.61 HE" PVC)
INV =14.56
��
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II BUILDING M150 BUILDING M151
41.411
I I I I I
EXISTING 6" WATER
�I EXISTING GRAVEL
li EXISTING GRAVEL A
II
FI I I I
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4 —
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A SITE LAYOUT PLAN I
SWP 148
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GENERAL CONSTRUCTION NOTES:
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 THE AREA OF WORK OR THOSE FEATURES NOT RELEVANT
TO THE WORK BEING PERFORMED ARE NOT SHOWN FOR CLARITY
3. ALL EXISTING VEGETATED AREAS DISTURBED DURING CONSTRUCTION SHALL BE REVEGETATED
IN ACCORDANCE WITH THE PROJECT VEGETATION PLAN, SEE DETAIL C, SHEET C-6.
4. GRADE EVENLY BETWEEN SPOT ELEVATIONS SHOWN.
NEW WORK ITEMS (THIS SHEET):
0 INSTALL CONCRETE SIDEWALK - SEE DETAIL A, SHEET C-5.
2O GRAVEL CUT AND PATCH - SEE DETAIL B, SHEET C-5.
0 INSTALL GRAVEL CONTROL ENTRANCE - SEE DETAIL A, SHEET C-6.
® INSTALL SILT FENCE - SEE DETAIL B, SHEET C-6.
EIE
C-71C-2/ SCALE, I = 20

1 1 1 DEB COMMENTS 1 10/17/171 SEA 1
EXPANDED STORMWATER =1917
PERMIT DRAINAGE BOUNDARY I 11842
1,915 SF ADDITIONAL .Ivz • 1192z \N
TOTAL REVISED BASIN AREA 85,634 SF, 1.966 AC 41
l,=16.55
4I`.J1502 =1722 / 1675 =1702 _ EXISTING GRAVEL
EF A �- v1674 '16.69 v16.67 �x+i-1ID-1 / :11.6a~\P2h\ \ =ILLS rl B4 �410 11.99 'I7.64 'lt2 1729 06 1 '16.50 x163416.95207/
] EXISTING GRAVEL '1774 1 ` J a98 .1.
LIMITS OF DISTURBANCE x 19.� 36 A 4Ov � - - --T5 1 =n.22 x 16.82 . SIO 1L Oa�1>s 2_ - yi i I
25,618 SF, 0.59 AC. x St A,1 1 , ass -1761 leesax Y 74B `7 v1.
• 1781 x 1165 'y * 1720
/90� _ �.N N 361900 22 _ '17� / a°
5 INV=18.5 ='Al �\ 2 E 24167 l3 .9.93_ - I ] 00 1772 n.� - - ✓ i 1826 x1 se
EXISTING STORMWATER /� SIT� \ __ B IP1e te,M__ .u.w u99J 015 - nas117es1 -x a
PERMIT DRAINAGE BOUNDARY N 361951.26 / SLT r- .10. .184s TB5 x1828 -� 1D10 Di x a26- le.D' -1 Is 11 _ 4A 1B.26 ' 7 }1� � �I1g9, �'�x lalD .1e = ese�
e0s
E 2476635.14 '/Gw CO - 18.5- 91` _ - - - - \ l 93 10.ee 1 5 �6ss %6 1B5 _ >� N 3 2024.46
N 24765627 .20.0 =le el r - 1e5 - ---
+ 2D - 1__-- yr___t90 ,1 � 19w} E2477018.71
E 247fi56525 1. 20.0 _ 20.1 20.0 2 -- . _ 968 -"6.9 .1ED -�- '-' �19D- 1116b1 1822so
u� IFv1�a1ii5�`�",.��-�_
1P 4 / igu+ 19 x3 4 I. i - -U23- =1693 ' RS DE - - - '� . §\lI :
N 361�D3 .40 ____ o - _ 884.96 - a9 ,_1eI s u�Bs+_- ITT, __'+6]6A -�&" 1y4o _T6-7as1 a6i I \%l21 \ /4i/i.m2 17.81
19]i9P_ 7i2-" I1� 191D- a18.92 =U4 A10.
E 2476643.00 E 2476 41 49� 193 19 = 1s -=14ee-'� v �, 1926 j } 1
= r n lsar v� qi Il�
=19rs x 19M] x 1921 _ { _=-1sn5 _ _ - 5 4B x 1932 / _ 0�0 x >� -$OUP 149 _ _ _ 1 7POND OUTLET STRUCTURE �l 9ef1.1611 g d 1
SIZE BENCHMARK -NAIL / rtl NEW PREENGINEERED BUILDING v _ / - JT,81.;�=�.ae - % - - - -1z �;� v V-,Npv `I x1918 x19 n_7 P � Ie
>s.]{� I lts RIM=18.56 !R ��_- •1891 3 I Ie
,-Ksz4 �58-� I I_�- _ = - INV4"=17,50rol NV=1�.98
/ ELEVATION=20.03 / T �_ �. it \ O3 6 y _ - -
_ � BOTTOM=14.68 T 9-h0"4✓f x 1629
1 INV 170..= �-- -- yStA�.7 04 150.,SWI7]
•1972`x1956 I_ V 1 _ - � v 571 � 1892 -�D62 e�2�2 ,R9B
V �19 _N 16 �- x�-� AAA
1958 1&SL _19.6-•19.d] VA --_ _ _ -� __+IiG7 _ _=-119 = }7 17� v A I A
1 A 4 _ v Yv _ -- - -/v7� V II III.LS I\
E
2 \ oUS
f \ _ -_ / s17ee _ �u9L -i>93 JB.It -1fl21 x1801 _ '�-"�1\b.0 1 y1902 x1B.71 % xS4 1f �tli N6 No INV 14
/ 201 (y .1. 20.00 2.6 9.Jd- r� - -isms ) =L.5 1 ?39y' IB91 1890 wA9"F9 ��1094 =1091 Ax 9@ 1
1961 3 6 79 RES .1991 - � \ 1�/ ����� 90___ _" 19 fiA \ _ .� \
I SINVRE18.5 1 - 19.0 11NC ,1091 -1869 118,49 K12
1'B_ 19'82- _ - - _- s}'- H47]- =Ism xt9.15 =1974�, � �14k} -•19Zr >+NHbBD-- = 1 ��
\ =19.85 I IA)0 =1A]2 95i l 18.11
�N1 19H1 =19&9 =1991 =1992 �19.�
\l0 \ \
/95- \ I t8 t0
M42 2 V '_ _ i \ / -2D0-- / -1E0 -III- -(- _ / -1I0°✓ / '^ \\ x 1924 . 1096 x 10.59 9 .18.39 I = I . 9y.11 x 119 aB
III ,m.]s x20.J5 2002 �19 "-19331909.A9.W I� 18 w
A[ 2042 = 2N6 = 20.35 = 20.36
x1069 v18.39 106
_______205 �20.10 20A - _i.16 19311 x1B.B3 I.10
=mn _ -- _ _ _ ---
z0. - - --20 - --_-_ R.16 x _ __ _ __
n
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=2053 ' TIP' �W= IN 'I' �I -W 11 21
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ENGINEERING SURVEYING COMPLETED BY AVOLIS ENGINEERING, PA, SITE
CONTROL ESTABLISHED BY CAROLINA ENGINEERS, PA (CORPORATE LICEN
RIZONTAL AND VERTICAL
�C-0205).
I
N 36161IT31
1813
D® .
SCALE: r = 20'
MAPPING AND SITE DESIGN BE
R0.SMlva
NEw 9ERNNC3�1
1114 ARAYMN LICENSE NO. CORA
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. ALL EXISTING VEGETATED AREAS DISTURBED DURING CONSTRUCTION SHALL BE REVEGETATED
IN ACCORDANCE WITH THE PROJECT VEGETATION PUN, SEE DETAIL C, SHEET C-6.
4. GRADE EVENLY BETWEEN SPOT ELEVATIONS SHOWN.
� 1I1
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NEW WORK ITEMS (THIS SHEET
O1 INSTALL GRAVEL CONTROL ENTRANCE - SEE DETAIL A, SHEET C-6.
20 INSTALL SILT FENCE SEE DETAIL B SHEET C 6.
0 NEW 6" PVC ROOF LEADER 0 1 0%
® GUTTER LEADER CONNECTION (TYPICAL OF 8) - SEE DETAIL D, SHEET C-6.
0 CLEANOUT - SEE DETAIL C, SHEET C-T
0 PROVIDE TRENCH SECTION IN ACCORDANCE WITH DETAIL D, SHEET C-7.
70 POND OUTLET STRUCTURE MODIFICATIONS - SEE DETAIL E, SHEET C-6.
0 FOREBAY AREA TO BE EXPANDED AS SHOWN. VEGETATE ALL SIDE SLOPES.
EROSION CONTROL NOTES:
SCHEDULE OF EROSION AND SEDIMENTATION CONTROL ACTIVITIES
I. INSTALL GRAVEL CONTROL ENTRANCE AT DESIGNATED PROJECT ENTRANCE.
2, INSTALL SILT FENCING AS INDICATED.
3, CONSTRUCT SITE IMPROVEMENTS.
4. STABILIZE AND SEED ALL AREAS NOT TO BE FURTHER DISTURBED BY
CONSTRUCTION ACTMRES PER THE VEGETATION PUN AND STATED TIME CONSTRAINTS.
5. INSTALL SOD TO ESTABLISH FINAL VEGETATION.
6. ADDITIONAL MISCELLANEOUS EROSION CONTROL MEASURES MAY BE
REQUIRED WHEN DEEMED NECESSARY BY THE CONTRACTING OFFICER OR
CONTRACTOR
7. REMOVE SILT FENCING, GRAVEL CONTROL ENTRANCE AND CHECK DAMS ONCE
VEGETATION IS 957. ESTABLISHED,
MAINTENANCE PUN
1. ALL EROSION AND SEDIMENTATION CONTROL DEVICES WILL BE CHECKED FOR
STABIUTY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL
EVENT BUT IN NO CASE LESS THAN BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED
REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL DEVICES IN THE
OPERATIONAL CONDITIONS INTENDED.
2, ALL AREAS WILL BE STABILIZED IN ACCORDANCE TO THE PROJECT SPECIFICATIONS
AND THE VEGETATION PUN IN ORDER TO ESTABLISH AND MAINTAIN
A STABLE GROUND 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
PRIOR TO THE SEDIMENT ACCUMULATING TO A MAXIMUM DEPTH OF SIX INCHES,
SPECIAL SEEDING NOTE:
ALL DENUDED AREAS WILL. WTHIN 7 CALENDAR DAYS OF GOMP1ETTN OF
ANY PHASE OF GRADING OR CEASING BE GRADING ACTIVES, BE PLANTED
AND PROVDED WTH TEMPORARY OR PERMANENT GROUND COVER, DEVICES,
OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
ALL DENUDED AREAS WLL WTHIN 7 DAYS OF COMPLETION OF
CONSTRUCTION BE PROVDED PERMANENT GROUND COVER.
III
1. ALL FILL MATERIAL NEEDED TO EXECUTE THIS PROJECT
SHALL BE OBTAINED FROM AN NCDENR LAND QUALITY SECTION
PERMITTED BORROW PIT.
NOTE
NO WETLANDS EXIST WITHIN THE LIMITS OF DISTURBANCE.
PROJECT DRAINS
SURFACE WATER
STREAM INDEX IS
DISCLOSURE OF INFORMATION
THE CONTRACTOR SHALL COMPLY AS 60pyWS:
A. THE CONTRACTOR SR411 NOT RELEASE �-A 11FI ONIRACTOR'S ORGANIZATION
ANY UNCLASSIFIED INFORMATION, REGARDLESS OF THE MEDIUM (E.G. FILM, T], 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 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 CONTRACTOR TO THE CONTRACTING OFFICER.
SHEET TITLE:
\l=� ° a ^AQ
YS
'
SITE GRADING PLAN
C-3
i ?
a =
TALLEY & SMITH ARCHITECTURE INC.
P.D 60x 518 $HtLBY. NC 29151-0518
MARINE CORPS BASE
01 PA'
AJ
409 EAST MARION ST. SHELBY, NO 28150
CAMP LEJEONE, NORTH CAROLINA
Nk c,
. N
DES. J.KAWIIS, P.E.
CONSTRUCT CAMP JOHNSON,
MCCSSS PEB
DR MSPIWSE
PHI
' A°°°B'PE
SLSMITTEDDY.
UB
CAMP LEJEUNE, NORTH CAROLINA
DEUGINDIR T. H. BURTON
APPROVED: PWOOROICC DATE
52E
CCDEIOENE NO
NAVEFCDR4WINGNO.
F
80091
60020821
MTISFACTMY70 DATE
wNsiR.Cg11R N0. NIOBBSt)43dD00
6ruE: WIM I NEED. u1114060 1 SHEET 4 OF 36

REVISIONS
SYM DATE APPROVED
FINISH GRADE
AS INDICATED A_ 1/41'
2" 4 6x6 WAIF 10/10
NOTES'
1. PROVIDE EXPANSION JOINTS ALONG ALL EXISTING STRUCTURES AND
WALKS AND AT 50' INTERVALS ALONG STRAIGHT SECTIONS OF WALK.
2. PROVIDE CONTRACTION JOINTS AT R-O" INTERVALS AND AT ALL
CHANGES IN DIRECTION OF WALK. CONTRACTION JOINTS SHALL BE
1/8' WIDE X 3/4" DEEP.
A CONCRETE SIDEWALK
41 NOT TO SCALE
TRENCH WIDTH
NEW 10" THICK ABC STONE BASE
EXISTING GRAVEL EXISTING GRAVEL
I FOLN C
i
COMPACTED SURCEASE
8 GRAVEL PATCH
h' NOT TO SCALE
s,
!IE
a
3
CEIVE.
,gym:
DISCLOSURE OF INFORMATION
THE CONTRACTOR SHALL COMPLY AS FOLLOWS:
A THE CONTRACTOR SHAI1 NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANaTION
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 EVEN PRIOR WRITTEN APPROVAL, OR
' 2. THE INFORMATION IS OTHERWISE IN THE PUBUC DOMAIN BEFORE THE DATE OF RELEASE.
B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE
i 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
�0e+ 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.
d SHEET TITLE.
OAIJ,"" DETAILS C-5
*C WWI
aT ` TAJEY W SMITH AaG"re FQRe INC MARINE CORPS BASE
'il F o. BOX 518 SHELBY, NO 28151 -os13
,GI y?�yCp 409 EAST MARION ST. SHELBY, NO 28150 CAMP LEJEONE NOREXG4R0.1N4
p J
Vtt9yllunJf;."` DES. J.KAVOLIS,PE.
DR MSP,WFF CONSTRUCT CAMP JOHNSON,
CHK. J.C.AVOHS.PE MCCSSSPEB
SII&411TTE♦)BY
DESIDNUR T. H BURTON CAMP LEJEUNE, NORTH CAROLINA
SITE MAPPING AND SITE DESIGN BY: APPROVED: PWDORDKC DATE SIZE CODE IDENT No xnvFAc oRAvnxc No.
tt k wmlln mow
AVOIJSENDNEEWNG,PA F HOO91 60020823
PO. B0X1651
NEW BFPN. NC1$1 $PiISFAC70RY i0. DATE �1A NO'WOLU:NTBUOpD
'p Iusl sJaaLce L¢sxsF xa.cmm SCALE. x07ED SPEC. al". SHEET 6 OF 36

APPROVED
JKA —
I I
0 0�0
6" LAYER Of COARSE AGGREGATE (2"-3)
0 0 00 o OVER 12" LA"ER OF STONE BASE COURSE
00000
00000
O o Oo O MAINTENANCE'.
000000 10' 1. MAINTAIN ENTRANCE CONDITION.
P1IS MAYREOUIRE REPLACEMENT
�O polo _ OF STCNE.
J0000°O
L__..
EDGE OF EXISTING
ROADWAY PAVEMENT
rA"S, GRAVEL CONTROL ENTRANCE
u a w M snME
PLACE SILT FENCE AT LIMITS OF CONSTRUCTION
SELF -ANCHORING
METAL POST 0 8' 0-C. MAX
12 GAUGE CIE" WEE MESH
FILTER FABRIC
BURY
FLOW
MAINTENANCES.
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 6INCHES.
B SILT FENCE
w W NOT TO SLUE
TEMPORARY VEGETAIVE SEEDING
(PRIOR TO ESTABLISHING PERMANENT VEGETATION
AFTER COMPLETION OF GRADING AC➢MTES AND THE
CONSTRUCTION OF 5WALES, ALL EXPOSED AREAS SHALL
BE SEEDED TO THE YOLLOWNG SPECIHCATIONS
SEED BED
LIME 1-1/2 TON PER ACRE
FERTILIZER 1/2-TON PER ACRE
SEED
RYE GRAIN 50 LEE PER ACRE
TALL FESCUE 100 LED PER ACRE
SUPPLEMENTAL SEED
MAY THROUGH AUGUST.
CENTIPEDE 5 LBS PER ACPE
PROCEDURE
STRAW MULCH SHALL BE APPLIED A" A BATE WHICH PALL INSURE APPROXIMATELY
COVERAGE OF THE SEEDED AREA. THE STRAW AND SOWN SEED WILL BE USURY 01
INTO THE BED TO GIVE IT FURTHER RESISTANCE TO BLOWING AND WASHING THE
CONTRACTOR SHALL GUARANTEE A PULL STAND OF GRASS OVER ME ENTIRE
DISTURBED AREA. IF NECESSARY THE CONTRACTOR WILL WET DOWN THE AREAS ID
ASSIST IN SEED GERMINATION OR AP IN GROWTH IN TIMES OF EXCESSIVELY DRY
WEATHER. A STAND OF GRASS WLL BE CONSIDERED ACCEPTABLE WHEN THE ENTIRE
STAND OF GRASS IS AT LEAST FOCB INCHES HIGH AND HAS ACHIEVED AT LEAST 9
COVERAGE OF DISTURBED AREAS. RESEEDING WALE BE REWIRED AS NECESSARY BY
CONTRACTOR TO OBTAIN THE SPECIF. D STAND OF GRASS.
ALL DISTURBED AREAS NOT COVERED VITT BUILDINGS, PAVEMENTS, OR OTHER
IMPERMEABLE SURFACES SHALL BE SOIDED WTH CENTIPEDE SOLID SOD AS THE
FINAL/PERMANENT VEGETATION_
REFERENCE SPECIFICATION SECTION 02 82 30 'RE-ESTABUSHING VEGETATION" FOR 1
SPECIFIC SOD INSTALLATION AND SO, BED PREPARATION REOUIREMENTS. `t
ALL DENUDED AREAS WILL, WITHIN 7 CALENDAR DAYS OF COMPLETION OR
ANY PHASE OF GRADING OR CEASING OF GRADING ACRVTTIES, BE PLANTED!
AND PROVIDED WITH TEMPORAP' OR PERMANENT GROUND COVER, DEVICES,;
OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
n1
ALL DENUDED AREAS WILL, WITHIN 7 DAYS OF COMPLETION OF 1
CONSTRUCTION, DE PROVIDED-ERMANFNT GROUND COVER.-
C VEGETATION PLAN a.
H w NOT TO SCALE
NEW 4 1 2"x4 1 2"
�ALBANO GUTTR
TON BOOT
3OW
UTTER LEADER
GUTTER LEADER CONNECTION
W W NOT TO SCALE
TT
�/ITS
i
i�
EX OUTLET RISER
I
EX. DRAW DOWN ORIFICE STRUCTURE I I
PERM PDOL=17.5
SITE MAPPING AND SITE DESI
AVOLIB BTGMEERNHG, P�
RD .lR
JVHEBA,H . NC %dl
(R96}Atp59 LICENSE NO. GOIU5
II
I
I
I I
I I
REMOVE E%. 6' PVC CAP, REPLACE I I
WAIN NEW 6' PVC CAP HAVING I
1.25" DIAMETER DRILLED DRAW
DOWN ORIFICE. I
DRAW DOWN ELEVATION TO REMAIN I
UNCHANGED. I
--
ZY—E-�POND OUTLET STRUCTURE MODIFICATIONS
W N NOT TO SCALE
aTjE, GAWO
�QP:
A
'15 3QI f'
9Ei y`a
OtgaNK;RJO p�
FIVE,
D2
�N
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 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 SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE
THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.
SHEET TITLE:
DETAILS I C-6
TALLEY & SMITH ARCHITECTURE INC.
P.O. BOX 518 SHELBY, NC 28151-0518
" EAST MARION ST. SHELBY, NC 2515D
DES. J. K. AVDIIS, P E.
DR MS^IWFF
CHK J. CAPoNS, PE.
SUEMITTEDRY
DESIGN DR. T.H WATCH
APPROVED. FX0OF000 DATE
SIZE
SATISFACTORY70 DATE
CORPS BASE
CONSTRUCT CAMP JOHNSON,
MCCSSS PEB
CAMP LEJEUNE, NORTH CAROLINA
DE (DENT. NO NAVFAG DRAWING NO
80001 60020824
scuE NOTED I SPED. 0s1'm I SHEET 7 OF 36

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