SW8960329_APPROVED PLANS_20180806

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 'I �, 0 3 2
DOC TYPE
❑ CURRENT PERMIT
® APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
20 S 0%Ok-o
YYYYMMDD

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_f,��� ` t XERA�
', �v , �� ' _ _ y`� ry ' _ Dav ORNNAGE AREA (CRFATED WiTH ACCESS
N f, j _ f V • .ROAD AND ADAIDI ADDITION 1
.r
9 SF (d70 AUl •.� c F
m. t TOTAL AREA = 137,472 SF
;9,983 (0.46 AC • '_ \ e
_4 \ _ ._ _ .iiAPERVIOUS AREA - 52,718 SF
F ,S' (024 AC) sJ 1 , 11' jrs'I\' .� � i,t'<.L C- O.E,`r \ i'. J c. `'*t ` \�^-?" y/'�t{�' _RE RATbNA(. Ci Df
1 f i '�,'� r _ ``. \` 4I '?�i , t:\l _✓ n. / _._..G'-^l '-� `'y1 --- -.- rc?>'\ J \ 1 1�,
�1't f'' BASIN E
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r,t I �` I - --_; =- \\' ,} ,}r :' F:"-��� -_ _ TABLE OF MODIFICATIONS
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4 r -,1 .=' .-' _ --- - Q DRAINAGE AREA MAP MODIFIED FOR PROJECT REPAIR FIRE LANE
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."-`- ACCESS ROAD NH100 MARINE CORPS BASE -,,,r �� ' ; �=�-,� > ,;�;♦,. �_ , , , CAMP LEJEUNE AND
_ _ • ,' / , ;'4�:`i' I` x' �'" -- - -- - E�_- UNTREATED AREA";'�-`'• FOR PROJECT ADMINISTRATIVE OFFICE ADDITION NH100, MARINE
�` SF IN 11S�RATIVE ADDITION N�V CURB GUTTER -/ r
PROPOSED 17 t 4 a 1 BASE MP LEJEUNE
FROJECr � IMPERVIOUS AREA398 SF 0.00 AC CORPS CA
j �. l ' f'f ft": ��1' •t�">'. � f � - a1, i-r- .__� 1 v��7
WEST POND BASIN MODIFIED FOR ADDITIONAL PARKING AREA
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/ - _
PROJECT N40085 18 B 0028 05-31-2018.
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X.{ ( ` \ - WRH ACCESS )
ORAWAGE AREA F (AIODIFlED ROAD =
TOTAL AREA = 30,279 SF----� �:
Q
L?ERVIOUS AREA = 14,683 SF _ - -
a I PERVIOUS AREA = 15,596 SF (: _';
y ~;NA _ 5 �' r _ �-y jv r COMPOSITE RATIONAL C = 059
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. `�'.--�_� JJ dl ;tr�`k ii_ 1 I r' rr , /r IJ ! � re i •: ` < ..�, � dk ' - >- ", '\,. }r+,�- ' �, ,!., ^'^r" .. I'��.., � ' � � ia;r s
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� .l•^_\1 ! 1 t,i r\♦ \t 1 +-j 1 DRAINAGE AREA B J1 \J \^� } 1 g , +�..Lj 3 / .r' - Qt - r \ `'\a '` ••mot•' = 1 1
AL AREA= 325,700 SF (7.48 AC)
•.` .�{-� '�� r- -y \\ \\\� 1 -r P RPOUS AREA= 141,907 SF (3.26 AC) -�' - s. i
\ \ \ IM E US AREA= 183,793 SF (4-22 AC) r t J •1 - ry
N./r '\ \\ \ J } I COMPOSITE RATIONAL C= 0.65
'^ a rl �\ � ! � � .,r_:_ w 2 t'av 9f / t ...\ ,`� • "'Z`T ``• `��-__. 1 ! / i�
\�^., `7:c2 f_ _ '� /\ \♦ 1 { 1 i 1� , � , \\ I f.. IJ r II .s ( • �. AT D AREA
1 t
\UNTREATED AREA Sal 1 ; }
a� TOTAL AREA= 63,238 SF (1.45 AC)
h , t -_�' • •. '^`, \ .a \ , .rem �i CS'�
EXISTING IMPERVIOUS AREA= 42,662 SF (0.98 AC)
>
"EXISTING COMPOSITE RATIONAL C= D.75 n
..o-a.PROPOSED IMPERVIOUS AREA= 24,Eo- SF (0,57 AC)j 7 ri j
-
�-� , ' ` ``J � '-..a ir47w� : { I � : -' .- . ,� PROPOSED COMPOSITE RATIONAL C= 0.59�-
V�� _.
� j I I d , � _ �z��
it r! i' •IN
DRAINAGE AREA A
r
L _. a.'` _ -:_ _ � .. /i _ .� �s - _ r__ - 4✓ _ _ ! I _ _ _ _ _ ' ill 4 lA j ' r•� '� _ / °' / �i ;q' 1 1 } 1 1 -.
, -TOTAL AREA 729:312 SF (2:97 -AC)
; PERVIOUS AREA= 60,644 (7.39 AC) �ti �� -4 �Jrr , J >_. -• «. _ 1 UNTREATED AREA rn t it , 101q,l •I,- , . __ __ _ ,. t� _ _ __ _- - _
' _ ( ) r J �/�EMERGENCY DEPARTMEN3 CUT THROUGH & STAIRS ,pit' 4HIf`
' IMPERVIOUS AREA= 68,668 SE 1.58 AC t t r `
r _ COMPOSITE RATIONAL C= 0.67 r r/r !'_ X' N \ �'-,' IMPERVIOUS AREA= 1,813 Sr (0.04 AC)- r
r / -- a y' \ / r r7 i >�Ty
� j�
i �, t! /J / t \ i �\ I i 1 '% ♦�,' r ` rf'$a6%/ t}d
TOTAL AREA=93,342 SF (2.15 AC)
•-P -38,5 7 ,i1, i l7 i ., I" I , t t t . a � N •,' � (, , ! t, � ! t
1 � PERVIOUS AREA - 99SF (0 89AC) ,� t nN e1
i 11 ,f+ DRAINAGE AREA D Q
IMPERVIOUS AREA-54,743SF (1.257AC)
> : TOTA. AREA= 62,40.. SF (7.43 AC)
'COMPOSITE RATIONAL C=0.62 qr ! I i { i I^I I \ Tyr PERVIOUS AREA= 23,999 SF (0.55 AC)
_�, � _ jJ 1v � �`; I � • ;r » , i IMPERVIOUS AREA= 38,410 SF (0.$8 AC}',
"�-ca------- ° �.' i. T 1 c\7 I illb i i �'i .>• Jr r/'�i�' ` COMPOSITE RATIONAL C= 0.72
f` , WEST POND- EXISTING " -
\ TOTAL AREA= 44,
/ i hl I i�ilr/ IJ Fld'7 1 I I I t , ,
PERVIOUS AREA=
IMPERVIOUS AREA= / `i ;�'rw
v 7 - ��. / r RAT �-7 ` � / I
\J`- \♦\,.-'r/ --- Q \\ �\ COMPOSITE Jr7 NAL C=YI 7'-C}..- . "�.1•I1
�-
j EAST POND- EXISTING
j
� i o/ r,' � fir•,', ) \ "�\ / r t4�7`- �--` �* � �� 1 I Ip� �/ 1 ■ TOTAL AREA= 104,544 SF (2.40 AC)
PERVIOUS AREA= 44,505 (1.02 AC)
1 ru (��fll IMPERVIOUS AREA= 60,039 SF (1.38 AC)
BASIN E . �'.``�.\\ r , d ! t �q! t 1p. ! •COMPOSITE RATIONAL, C= 0.65
\ TOTAL AREA - 63
/! 1APERVVIOU AREA =/1 r / �. Z3 --PERVIOUS
PERVIOUS ARFJ► - ,93 J ' CJ = = ' ' ,^l urrr {r 11
_l /(��ypy ' J / r ' _ �t�, BASIN D a 1 ICI riJ
/_____\ / J J Y^!r lki t r i` ~` X. .,1n '`` I I f / ■ ��"'- �' �- rr
,UNTREATED Allfl4"
'�ADDfT10NAL DRAINAGE
`'` ` irk IMPERVIOUS AREA--426 SF-(0.01 �C) J , AREA ADDED BY THIS,THI&,pp--
1 ---�- - '' PERMIT MODIFICATION
r
i I�� I ^ DRAINAGE AREA C
k3 II cJ '� �J ' ! i / I 1 `� ` n TOTAL AREA= 174,326 SF (4.00 AC)
PERVIOUS AREA= 97,229 (2.23 AC)
IMPERVIOUS AREA= 77,011 SF {1.77 AC}
i 1 L 11 II
/ J / tRa,
r;
J
1
, UNTREATED AREA }
NEVI EMPLOYEE PARKING LOT SIDEWALK'
- IMPERVIOUS AREA_= 206 SF (0.01 AC) '
_ i j i COMPOSITE RATIONAL C= 0.59 h
t 9,; ♦ r
J
00
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- - - - - - - - - -
DRNNAGE AREA J
TOTAL AREA = 471,864 ST
/ I16'ERVIOUS AREA = 230,673 SF
PERVIOUS AREA = 241,191 SF
COMPOSITE RATIONAL C - 0.60
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SMITHGROUP /
CLARK-NEXSEN,
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324 BLACKWELL ST M 1104
DUF*iW NC 27701360D
SMiTH6ROUP
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1 202.842 2100
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SCALe: - AS INDICATED
EPROJECT NO, P1857
CONSTR. CONTR. NO.
N40085-09-C-3212
NAVFAC DRAWING NO,
SKEET - OF 661
DA
MAP
iXUWEORN REVIRON: 10 MIRCH 2O09
AVOLIS ENGINEERING, P.A. LICENSE NO.C-0706
P.O. BOX 15564
NEW BERN, NC 28561
PH.[phone] ..�
fF1-�i�y,

MILT
2
'DESIGN ADDITIONAL PATIENrti
I
PARKING, AREA D, NH100
MARINE CORPS BASE CAMP LEJEUNE
CONTRACT NO. N40085-18-13-00! t8
AG
INDEX OF DRAWINGS
NAVFAC NUMBER SHEET COUNT SHEET NO. TITLE
60021494 1 OF 10 G-001 COVER SHEET
Ar•� � ��f 1 ;�, � / o° 60021495 2 OF 10 CD101 SITE PLAN -EXISTING CONDITIONS &DEMOLITION
r 60021496 3 OF 10 CS101 SITE PLAN -LAYOUT & STRIPING y
60021491 4 OF 10 CG101 SITE PLAN -GRADING & EROSION CONTROL
D 60021498 5 OF 10 CG102 ENLARGED SITE PLAN-STORMWATER POND
60021499 6 OF 10 CG301 CROSS SECTION 8 DETAILS-STORMWATER POND
60021500 7`OF 10 CS501 DETAILS
R0o0 0 R00o 12000 60021501 8 OF 10 CG501 DETAILS
-- 60021502 9 OF 10 E-101 SITE PLAN -ELECTRICAL LAYOUT
;CALF of I EET 60021503 10 OF 10 E5501 ELECTRICAL DETAILS
LOCATION MAP - U. S. MARINE CORPS BASE
CAMP LEJEUNE, NC
7111,
°�� �� �! L CIVIL LEGEND ABBREVIATIONS
e ✓ IXISPN6 DESCRIPTION NEW AFPiiO%. CONTRAIMA F/AP'FSYIMAIELT
A CJ NMPA LION JOINT
T a "a! y'f I C4 WATER VALv C4 C/I CENTER LNF
PIV ® POSI INDICATOR VALVE F CUBIC TEi
r Z�/ SANITARY EWER MA`:HOIF CCUT CONDNODUS
PMP CORRUGATED MEAL PIP[
ELLCT L MANHOLE 'DNC. CONCRETE
ICE"IMVIINICATIONS MICUPCORRUGATED PIASUC PIPE
i U c RM DRAIN MANPQI£
SHE c[ DIA 0 CUMDIAMETER
� 0CC SAUDffTENN D IIP RIFT DI m (STORM
II ❑ SPRN DRAIN DRCT RIFT DI (STORM DRAIN) DROP ML[T
( OR[ HYDRANT EDMTHL-. DRAINAGE MANHOLE
/Pv(/( TEED®m C-0uMUNIu /IDNS WITTSTAD EL-. ELEV TITLING
Ob
unpry II/PaLE wm+ ueHT E [A nNG
= � n WIIRF FLFe ELECTRIC IF 1PDXVL
OHS / UGs 00_41IEAD T ENDER POUND CTFAM TO ET CETERA
✓ �. , o C _ _ TA,I n SEWER (RAVNT) : E%. EXIST E%ISRNG
// v o— RN SFWEP FES INRFD END SECTION
` PH FIRE ITYFCRAN7
L OHD- CNnESUC WATER
FIECB AL HVAC HEBUNC, VENNIATRB AND AIR T
U F- RIIFR ND ELE(IP.G4 CONDITIONIN,; (TOJIPMENT) 1 py� 111�.TF
xN r T T JU- L1 LER R( ,, COMNU 'AD ONC ENV IN /LRI T F��--yyyy((yy�� i
UNm CPOTND FUJI FIRING MAC (MAC, NAIL (CON'ROL) '"1jr, �1[�1`i 11 .r-
VICINITY MAP -CAMP LEJEUNE, N.C. MAX MAXIMUM 1 'v Yq
ONCRETE MIN MINIMUM V /b /kt
N: NomHINr, rhN.kk
SITE
All
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LANDFILL
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'IS
FIT
-
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---
FRENCH
CREEK
T\
IT\
(�
ASPHALT
0
NO./N
NUMBER
_
O/WS
DR/WAFER SEPARATOR
- -
_
GRAVH.
PN
POST INDICATOR VALVE
A
SURVC CONTROL POUF
PVC
POLYVINYL CHIOADE (PIPE)
x 500
'COI LLLVAROiS
RIP
RPNF%CFD CONCRETE PIPE
--- 25----
11NIOUR IMES
R
SNIP
RADIUS
SANITARY SEWLP MAMIOLi_
IRLE
SF
SQUARE I0W/FCp
IPIT I1111 / CLEARING IRUT
SLT
SILT FENCE
titi, _ti
TBM
TEMPORARY BENCHMAPF
,ITT FENCE
LED,
TYPICAL
---)
SDRR InrRINATIQN JNFNcnN
WWF
WTLDE[ WIRE IARPIC
DISCLOSURE OF INFORMATION:
SON
'HI
YARD IIYIIRANT
THE CONTRACTOR SHALL COMPLY A5 FOLLOWS:
AVQLIC ENGINEFRPY3 PA
ISEN
�
&
AND
Po ../�r,1
IEMGH¶DN NLIY-.
6
R
Al
A THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION
,El BERry N. H11
I
RIDS MINUS
ANY UNCLASSIFIED INFORMATION, REGARDLESS OF THE MEDIUM (E.G. FILM, TAPE, DOCUMENT),
aweulevDa
Z
RE SI
PERTAINING
TO ANY PART OF THIS CONTRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS
EFS i K A✓ L I Pr
-
-
FQUALS
LTHE
CONTRACTING OFFICERHAS GIVEN PRIOR WRITTEN APPROVAL; OR
Da MR, inn
2,,
THE INFORMATION 15 OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE.
,
CNN i ✓ A0LIA P'
B. REQI
FOR APPROVAL SRA1L IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE
.opiH ^o
sLaemTTo aY
MEDIUM TO
BE USED, AND THE PURPOSE FOR THE RELEASE, THE CONTRACTOR SHALL SUBMIT ITS
„rqv
ossru ma T H .,.... .A rT
REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE THE PROPOSED DATE OF
2
EAPPR
ver Dr ',
RELEASE' ✓
a A>
T @O °
C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER
THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE
"n„N r( n�°
=nr crAGTOP. r^
THROUGH ITHE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.
AE m ,nD IaPnr.
APF,IOF/FL
G-001
MARINE CORPS BASE
CAMP ECEUNE NORTNCARaINA
DESIGN ADDIITIONAL PATIENT PARKING, AREA D, NH100
MARINE CORPS BASE CAMP LEJEUNE
COVER SHEET
p - cgo I,%rvA NO NAVFAC DAWXING No
F 1 8009h 60021494
pArr CO R CONTI N°. NIKIRFI 8COm
vR°. HOED ISPEc 11 NIR11 SHEET 01 OF 10

I� I
RISIEIL�s
DATF
/'FPin,l/ED
IT
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I
GENERAL CONSTRUCTION NOTES:
1. THE
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LOCATION AND DEPTHS OF EXISTING 1Til ITT$ SHnWN ARE nPPROIXIFNTf THE CONTRACTOR SHALL.
BE RESPONSIRIF FOR SCANNITC. THE AREA OF 'R TO IDENTIFY TO HIS PAN SATISFACTION THE
IL'
EXTENT OF UTILITIES PRFSEHT INrLUDING THE UTILITIE', INDICATED TO BE PPFSIfn, THOSE NOT
HE
/ ^
/ �,bJ2 Ir /
SHOWN. AND THOSE SHOW14 10 IN A IVFFFREIJI InrYTION.
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`
2. PHYSICAL SITE FEATUPFS (YCCE THE AELA CP WO�tlr OR THOSE FEATURES NOT PEIEVART To THE
WORK BEING PEPFORHED ARE TIpT HOWII FOR: rI �pIT
3. ALL EXITING VEGETATED ARIA DISTURBFn DUfiINC COL]RUCTION SHALL PE REJECETATED IN
/',/ 9n /
�� 1'� 19.G1 EX DI
z' I �/ /. �I ;sn f� RIM 18.4J
s
ACCORDANCE WITH THE PPCIFCI vFPETAII N PLAN, FEE DETAIL E SHEET CG501.
.�� /
e A 16 / V \\INv-15.58
i
_ u:
-
_ SPECIFIC WORK ITEMS (THIS SHEET)
�j EX14NG CUHB AND "UTTFF TO BE PEMIFD
p/ A V
o Q5 /fio E lyaJ� // / ] VAT,
/ 21 YII B
129 T.
G i / q2
- i
_ p
�2 F%I TINC SIDFWALK TO BE FFMOVFP f.
-
FXI IING A}HALT TO RE PFMO ED
-17 n \
/ /
EYI'TING AREA TO BF CLEARED AND CRUPRFD
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EX. DI"
5 INSTALL f.RAVEL COAITROL FNTRANFF SFr DETAIL A SHEET COSOI.
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/ /�I / / /, r� � ��/ ♦ =*T—f] ��` .I;.,1 EXISTING STORMWATER POND .I,6P V - ' �'V
r
!� ] TOBEENLARGED - SEE SHEET CG102v
RIM-184P �..
© INSTALL SILT FFNCE. SLL DETAIL B SHFTT C Ul.
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A i / r; v.5r I,.v
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O'EO.
�7 INSTALL CHFCK DAM SEE DETAIL SHFFT C5111
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�e ASPHALT cur Ar1D PATrH. sEE DFTwL SuEFt , ETo1
SWP24 P6a�
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�B CURB & GUIIFP CUT AND PATCH SEE 'FTA1L K, .HEAT °SSDi.
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,. _ RIM-2043
10 EXISTING POND OUTLET STPUGTIIPF AND n PfT'cIPE TO PE REMOVE
.
11 EX6HNG TRASH RECEPTACLE .�
TO BE REMOPED AND PRESERVED FOR F�UTUPE USE. SEE SHEET
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/� / I "II ,.,]n ,, .IAO) A A�� •laa? "at'
9.SOT i / � fi
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Ine\VV'
-�19 ':�NV=1].58
(DP.EMIIVF EXISTING Aff,FSSIHIE PAJEMFHi +rAGKING$AID fR00514ALK, THIS AREA.
SIDI FEXISOP TINW
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F,'ti5 em s] p2z 1, ¢90
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CONCRETE WALK Ham. �� A
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Ib REMOVE ACSF1DIIRIF SIGNACE IC O( 4, THI'CAREA.
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.IA 19.19 .. r - ]o.. ...�
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1fie6 .Ie 36 II 19D2\\ \ n41
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GENERAL CONSiRUgTLON NOTES.,.
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i. THE LOCATION AND DFFTHS OF CYSTIC- UIRITIFS SHOWN ARE APPROXIMATE. THE CONTRACTOR
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-ATI;FA[TION THE EXTENT OF IIIILIIL PR�ES[IT INCUIDING THE OTILIELS INPIrATED TO BE
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�6,K, h
OF CONSTRUCTION THE CLNTPACTOP OIALL DEVCIOP A TRAFFIC CONTROL PLAN TO BE SURMITED
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NEW VALLEY CUTLER CS501
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AVOLIS PA
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MARINE CORPS BASE CAMP LEJEUNE
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REQUEST TO. THE
cWriN.... �.a�
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CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE THE PROPOSED DATE OF
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C THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER
�y 5' 3 >i9
F
$0091
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coxsr. caxrta W. wooestsaaom
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THIS CONTRACT SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE
THROUGH IHE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.
Nrc p8o,
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ANY UNCLASSIFIED INFORMATION, REGARDLESS OF THE MEDIUM (E.G. FILM, TAPE, DOCUMENT), P135e1 NH wee cAMV LedEurvE rIORTHClRNJ.
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REQUEST T� THE CONTRACTING. OFFICER AT LEAST 45 DAYS BEFORE THE PROPOSED DATE OF _
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i
VV , ,/ SWP24 A , XT,I / 9
3.62 ;�8.11 MAN POOL BOTTOM EL=9.o' i i x 17.71 �A �� x 18.29
/I ! 1 �� x ./6 F� �� x 18.66
4 I I s. 17.211 7.32 V / - ` XIE
16 0
/ x 8.93
& (� x 17.69
NEW zslF 18aRCP
1MRES ENDCTION
3AUS
.17 IA��\
\ x 41e.4e
Nx18.07 g7
I=
SO
PE,S(? _ i 1i5.76 Z22 17.90
y�, LIMITS OF DISTURBANCE
x Ia- 3 �� \ 6 17.0
EX. PARKING x 18.60
3. s z 1 A � 55,541 SF, 1.28 ACRES I 1
4 / xv16A 119.19
i ��4.42 //t A x 17.81
x 19.02CAP
PERMANENT POOL ELEVATION 14.13 , S�7 46
1 �\ x 18.36 \
�A S 6 113 /
TEMPORARY Pool ELEVATION= 15.1' x Y 1Z59 �6
x 14.58
1 x18.17 x18.77 � x19.62\
� � I
.A
---x-14.29 x �4`83 x ,x 15.7 F, �\ x 17.16 /1
PLAN
NORTH
A ENLARGED SITE PLAN-STORMWATER POND
(Clot ILL@ SCALE1"=IO
POND SHALL BE RESTORED TO ITS
DESIGN ELEVATIONS AT THE CONCLUSION
OF CONSTRUCTION OPERATIONS
-
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 DOLINFS PRESENT INCLUDING THE UTILITIES INDICATED TO BE
PRESENT, THOSE NOT SHOWN, AND THOSE SHOWN TO BE IN A DIFFERENT LOCATION_
P O V 2. HTHE AREA OF WORK OR THOSE FEATL REST NOT RELEVANT TO
SITE FEATURES
WORK ED ARE
THEWORK IN PERFORMED HM AP NOT SHOWN FORLAXITY. BC G E L CC C O F O 0
1 THE CONTRACTOR SHAH RESPOFOR MAINTAA NG TRAFFIC FLOW DURING THE COURSE
OF CONSTRUCTION THE CONTRACTOR SHA TR
DNEL-0P A TRAFFIC CONTROL PLAN i0 BE SUBMITTED
FICEFOP,SHALL
TO THE CONTRACTING DEFILER FOP r1PPPOVAL TO STARTING CONSTRUCTIONRE_
4. ALL EXISTING VEGETATED AREAS DISTURRFO DURINGINGB
CONSTRUCTION SHALL BE REVEGETATED IN
ACCORDANCE WITH THE PROJECT VEGETATION PLAN. SEE DETAIL E SHEET CG501
5. COMPLETE ALL TRENCH SECTIONS IN ACCORDANCE WITH DETAIL J. SHEET 05501.
6- GRACE EVENLY BEPNEEN A L SPOT ELEVATIONS SHOWN_
SPECIFIC WORK ITEMS (THIS SHEET)
01 NEW OUTLET STRUCTURE SEE DFTAII A SHEET. CG301.
EXISTING STORMWATFR BASIN TO BE HE ARCED, SEE CROSS SECTION, DETAIL P. SHEET CG301,
03 EXISTING OUTLET STRUCIUSF AND OUTIFI PIPE TO BE REMOVED
® INSTALL GRAVEL CONTROL ENTRANCE SEE DETAIL B. SHEET CG501
INSTALL SILT FENCE SEE DETAIL A 'HFET CC501
© INSTALL RIP RAP OUTIPT PROTECTION_ SEE DETAIL 13 SHEET CG501.
(7 POND SKIMMER DEVICE, SEE DETAIL C. SHEET CGI01
EROSION CONTROL NOTES:
SCHEDULE OF ERO LOU. AND SEDIME RATION CONTROL AC TTIES
I_ INSTALL GRAVEL ONTPOL ENTRANCE AT DESIGNATED PROJECT ENTRANCE
2 INSTALL SILT FEII IND DROP INI FT PROTECTION AND CHECK DAMS AS INDICATED.
3. CONSTRUCT SITE AMPROVEMENTS
4. STABILIZE AND SFFD AIL AREAS NOT TO BE FURTHER DISTURBED B°
CONSTRUCTION VIRILE PFF 1HF VEGBAIION PLAN AND STATED TIME CONSTRAINTSi
5. INSTALL STD TO ESTABLISH FINAL VEGETATON.
B. ADDIIIONAI M`�Cfi[ANTOUPS EPSY,IM rCInROL MEASURES MAY BE
REOUIRED WHEN DEEMED NECF sRY M THE CONTRACTING OFFICER OR
CONTRACTOR.
7_ REMOVE SILT fENCTNG. GRAVEL C CTP01 ENTRANCE AND CHECK DAMS ONCE
VEGETATION C DO% ESTABLISHED -
B. REMOVE ACCUMULATED SEDIMENT FROM 51ORMWATER POND UPON ESTABLISHMENT Of
PERMANENT VEGETATION
MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENTATION CONTROL DEVICES WILL BE CHECKED FOR
STABILITY AND OPERATION EOLIOWINC EVERY RUNOFF PRODUCING RAINFALL
EVENT BUT IN NO LASE 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 RE STABILIZED IN ACCORDANCE TO THE PROJECT SPECIFICATIONS
AND THE VEGETATION PLAN IN DEPTH 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, CHECK DAMS AND INLET
PROTECTION PRIOR TO THE SEDIMENT ACCUMULATING TO A MAXIMUM DEPTH OF SIX INCHES.
SPECIAL SEEDING NOIE ALL IINJD D API AS W 1. Yh-11 CALINFAN DAYS Pr A LETDR OF
ANY PHA;L or GRA INP, OP f FATNS OC ADING ACTH ES BE PLANTED
AND PRGNDCD 'MIT rl, `P/R' UPF"PIIAOFNT DRGOO `LVP, DEVICES,
GR .IR'JCTURF5 DI I(11W P rr RCt 15104
ALL DENUDED AREAS W I Vnr4N 7 DAT F CDVJH : OF
CONSTRUCTION OF PeLIPID I"RNANINI CPOUNo (C)$R
WEE:
I. ALL FILL MATERIAL. NEEDED TO EXECUTE THIS PROJECT
SHALL BE OBTAINED FROM AN NCDEUP, LAND QUALITY SECTION
PERMITTED BORROW PIT.
NGTE.
NO WETLANDS EXIST WITHIN THE LIMITS OF DISTURBANCE
NOTE'.
PROJECT DRAINS TO NORTHEAST CREEK
SURFACE WATER CLAGS6ICATION IS tC NSW, HOW
STREAM INDEX IS 19-16-(35)

SOLID PRECAFT rn.rocs "I
bE ALUMIINIII
4 OC.
4" PVC OUTLET
DEATH SCOLP) #5 U,UMINUM BAR
AT 4' L C EACH WAY V°.OCT 9 TO PLAN
FRAME AND ATTA HEU TO--
OVH'FLO'N WEIR POCONO 18" CLEAR
TOP OVERFLOW WEIR =160' Pr
iYP
4 SCREW TYPE RUG—_ 6.
ELEVATION TOP 4 P 15,!,
1
_1tVATION OVERW ARE 15 15
PRNVDFWAUEFASJElSAPE OF ST IURE
V OUT-14.0'
PVC STUBBED INTO BOX
INVERT OUTLET PIPE - 1A1,3'__ ELEV
4" PVC CAP WITH 1 1/2' HOLE DRILLED = 1115 .r
TOP OF LOSING = 9.0' -"-
BOTTOM OF STRUCTURE 8.5' .g
ro
BOTTOM OF CONCRETE
SECTION
STORMWATER POND OUTLET STRUCTURE
A
THAI LDA IAND AREA_ _SHALLOW WA
GO' 1=1911 —F
3
I.
6 3'
SAFETY IIDGE�
J WDE x 1/4" [HICK METAL
STRAPS 24" 0_C_ ANCHORED
N CONCRETE 1Y MIN.
(TlIICAI. OT 4)
IOFED
18" RCP & (1) FLARED END SECTION
SECRETE
25 LF 18" RCP & (1) FLARED END SECTION
9" PRICK CONCRETE
FOR PIPE
PERMANENT POOL ELEVATION = 14.13', AREA = 6,683 SF
TEMPORARY POOL ELEVATION = 151', AREA = 9,205 SF
SAFETY LEDGE
TFMPORARYPOOL = 15 1'
ELEVATION=I4.IS 5 — ELEVATION=14.13-�
1 PEVAlI0N-132 PERMANENT POOL REVATION = 14.13'
FOREBAY MAIN POOL
1 SEDIMENT CLEANOUT ELEVATION ' 11.5 SEDIMENT GFANOUT FLFVABON = 10.0' 1
_____________
2 MAIN POND DOTUDM ELFVAIION - 9.0 2
LFOREBAY B070M EL - 10.5'
�1a" THICK RIP RAP ON �2�uvERs PoND 9NII HF R6TORT0 TO RS
-FORERAY BOTTOM EL - 10.0' A of NON -WOVEN FILTER A RIC DESIGN ELEVATIONS AT THE CONCLUSON
1 OE CONSTRUCTION OPERATIONS.
PLgLMETER SHELF FLANUNG-RI'QUIRIPME NIS.
SOIL ANALYSIS AND AMENDMENTS
THE CONTRACTOR SHALT BE SCOURED TO COLLECT A MINIMUM OF TWO SOIL SAMPLES
AT A DEPTH OF 6 INCHES FROM SEPARAIE ARTAS OF THE PERIMETER SHELF AREA OF EACH POND_
2_ THE SAMPLES SHALL BE SUBMITTED FOR ANALYSIS FOR RECOMMENDED SOIL AMENDMENTS FOR
THE PLANTINGS SPECIFIED.
r r NECESSARY ADJUST H ,RANI T CONTRACTOR SHALL PROVIDE SPL AMENDMENTS NECFSSAR 0 DJLT SOIL ORGANIC
3. F P
CONTENT T F T F
LT NI AEI. S II TEXTUk_ TO MEET THE FOLLOWING.
0
PIT VALUANIC a % ID ZO
SOIL HC CONTENT C9 MINIMUM By DRY WEIGHT
SOIL DMNS LOAMY SAND WITH NO MORE THAN 16 CLAY
4. ANY SOIL AMENDMENTS E ALL BE APPLIED AND MIXED INTOSTONES
THE TOP 6 INCHES THAN
SOIL DEPTH
5. THE SOIL SI{ALL BE FINE GRADED i0 REMOVE ALL STONES OR ROOTS GREATER THAN 1 INCH DIAMETER
PUNT INSTALLAIIQN AND ESTABLISHMENT
1. THE CONTRACTOR SHALL U➢LIZE FRESH, NURSERY RAISED PLANTS AS SPECIFIED IN THE PLANT LIST_
2, ALL PLANTS SHALL BE INSTALLED WITHIN 48 HOURS OF RECEIPT FROM THE NURSERY AND SHAIL BE
MAINTAINED WITH ADEQUATE MOISTURE AND SUN TO MAINTAIN THEIR VITALITY.
3. GIANTS SHALL BE INSTALIEO BY HAND AT THE SPACING SPECIFIED.
4. NEWLY INSTALLED PLANTS SHAIL BE WATERED IMMEDIATELY AFTER INSTALLATION UNLESS THEY ARE
INSTAUTA IN A SUBMERGED SHELF AREA
PUNTING RESTRICTIONS
1_ PLANTING SHALT. ONLY OCCUR DURING THE MONTHS OF APRIL THROUGH JUNE OR SEPTEMBER THROUGH
NOVEMBER FOR SHALLOW LAND AREA PLANTINGS_ SHALLOW WATER PIANTING SHALL ONLY OCCUR BETWEEN
APRIL 1 THROUGH JULY 15.
2, FOR STORMWATCR PONDS COMPLETED OUTSIDE THIS PUNTING WINDOW, TEMPORARY VEGETATION TT IT
GTA F N THE PI PLANTING AREAS UNTIL THE PIANTING WINDOW IS REACHED
RC C. BI IS IED 0 E SHALLOW U D PLA ING E S U L E_ . C
PIANTING MAINTENANCE
1. THE CONTRACTOR SHALL INSPECT ALL PLANTINGS ON A WEEKILY BASIS FOR THE FIRST 60 DAYS AFTER
PLANTING. THE CONTRACTOR SHALL WATER ALL PLANTS AS NEEDED TO ENSURE SURVIVAL_
2. ATER 30 DAYS, ANY DISEJSFD DEAD OR DYING PLANTS SHALL BE REPLACED WITH THE SAME SPECIES.
3. THE CONTRACTOR SHALL WARRANT ALL PLANTINGS FOR A MINIMUM PERIOD OF 12 MONTHS AFTER
INSTALLAHON
PROVIDE PIANTINGS SPFCIFIEO AROUND
FULL POND PERIMETER (6 TECH STRIP)
SHALLOW WATER AREA SHALLOW LAND AREA
RE 15 13'
EL Inns-1
,
EL-16C'
ly S
J1
IT 3
fi
PERIMETER SHEET PLANTING LIST L
PUNTING LOCATION
SCIENTIFIC NAME
COMMON NAME
SIZE
SHADOW WATER ANA
SRNLOW UMD AREA
IRIS VIRGINICA
BLUE FUG IRIS
URGE. PLUG
X
PELTANDRA VIRGINICA
ARROW ARUM
URGE PLUG
X
SAGITTARIA UNCIFOLIA
BU[LTONGUE
LABOR. PLUG
X
SAGITTARIA LATIFOLIA
DUCK POTATO
LARGE PLUG
X
PA AN M
S RG ILA AM RI AN M E C U
-R
BUR CID
LARGE GE PLUG
X
ZIZANIOPSIS MILIACFA
WATER MILLET
LABOR PLUG
X-
PROVIDE EVEN NUMBER OF SPECIES PUNTED AT 18" O.C. IN ALL DIRECTIONS WITHIN
PERIMETER SHELF. PROVIDE A MIXTURE OF EACH PLANT SPECIES SO AS TO PROVIDE
APPROXIMATELY 33% COVERAGE OF THE PERIMETER SHELF IN EACH PLANTING ZONE
WITH SPECIES SPECIFIED FOR EACH PLANTING ZONE
SIORMWATER YET9NlON POND TABLF rI
MAIN POND _
CONIQUR
14c 1s1os
14 150TJ
13
IAREASF
AR, APEAT
DEPTH
/L VOL'CF
14474
AJE8
n,3
D IS
1
h59
"
4 55.
_
1) _
_ _I1
10
5954
3467
4214
—
3706
1 �
42'4,
3
370B
2995
32E5
I�
322
3
257
E)IM4M
I
`I�FNT
_
TOTAL ?
16
562
`OREBAY, _.
C_OMnUR_
I4.13_
4
1
AREA(,)
IS78
AJ AR.r_A SF/
PFPTH
LE VOL !_CFT
1 "'T I
1194
1 _
1
_ _ _ _
I
20
136E
2
1 A
F0,5
9C9
12 2
11
_
1 OC2
N2
946
O J
4 j
558
FFA'FNE
1
PULAUNT
TOTAL___
3,040_
FOND STAGF/STPFAGJ REIATIONSHI"
STAGE
OF
ELEVADCN A
14 13 F
ANFA(S
1 6F,8.'.
I 9070
(1 .BL(C, F)
G _
NT I
TOTA� 1101JIUF AROVF
PFPMANENT PDO
0
685E
0.87 FT
15 0 FT
187 FT
16D Ill
10451
P761
'CC14
2'VeM 1„I�5
4' SCN 40
with orange III,\\\y"'
GoupAng
eonrle Ilan
4' APE, fica1
3'SnN40 SOLID pmnha�
n r artn /
SUPPLIED BY USER
/ saw.
3' hose. As dran's
3'tM1readenrypb a'Inlel ..
SITou,lel eErl r,tl ekensmr inl
1SKIMMER NLIL,;
V MIA P S17F NI ALL PT E P INrIIL5
2. ORFI(F DAIN IFP G14411 11 11 Alb:;
?. TFMPOWPI._i rTYJNECT Sk MMFR ISO
I f1 )EVICT T1L I, OJS )F I„N. RPM;
L
4A I ., I FIN :)F LNSTk ,
E D
C POND SKIMMER I
NOT TO SCALE
STORM WATER POND CROSS SECTION
THE CONTRACTOR SHALL COMPLY AS FOLLOWS:
A THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION
wp O�eox Issra �n I
NEW BERN. NO 2er1
B NOT TO SCALE
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
PHRsz W3m 5
DOS. AVOL IS eE.
DR MAP 1lYFF
I. THE CONTRACTING OFFICER HAS GIVEN PRIOR WRITTEN APPROVAL; OR
pPgH CA,go`p..
g Y!yv%
YY,
A
:ry 3
.AA
.,, fi'A�°`i`
AE PROJECT #19006
CHK d. C. MON PE.
20 0 10 20 4O
GMMIIC scue 1' - 20•
2. THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE
��``
B. REQUEyIS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE
MEDIUM T0I E USED, AND TW PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS
REQUEST7THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE THE PROPOSED DATE OT
RELEASE 3
C. THE CONTRACTOR AGREES lb. 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,
SUBMITTED BY.
VESICN CIA THBURTON, PC
nvvRovEo. rwo on Olcc
SATISFACTORY TO
D CUTLET
MD PI UG
Aluminwn straps
.AN.Ann b1e1
J3.x
/33' x
Skimmer shown in
floating position
111+ 41 rf
JUL
CG301
MARINE CORPS BASE
cAMP LEJEUNE, NCMH CAROUNA
DESI(7N ADDITIONAL PATIENT PARKING, AREA D, NH100
MARINE CORPS BASE CAMP LEJEUNE
CR01 S SECTION & DETAILS-STORMWATER POND
I s¢c c FloervT IN NNVFAC DRAMNANO.
60021499
F 800s 1 GGNST. GOSPEL ND, WW6S,&B 0®
rt _
SCALE. NOTED I SPEC osmm28 SHEET 06 OF 10

r2' ASPLAI. TIC CnNFRFTL SURrAC[ YTI
/ -TALK COX[ / ( A,I'HALTIC CON-1111
L E IWITUPHDAIF ➢ ISE
E NIW 8 A,c s TONE .p2
BASE COUPE 1 J
b rcri
//l, 'V A� �CIJPAciEC SURCISADE
ASPHALT PAVEMENT SECTION
/"A NOT TO SCALE
30"
- 1
6,
��u III ul lull
Iu-ul III II -III
2' RAPIDS
III
III III- III
II III
•.. .
PAVEMENT
��. CONCRFT -
1'�
SPILL GOULD
� 1
�ill�iVi'-liiiulll
111uI1I
2 RASP•
VIII
—III
-
{ CONCRETE "
,PAVEMENT_ _
��.. cusp & GunEx.
CATCH GUTTER
IEGE D
SPILL CfIRBINC
CATCH CURBING
NOTE ,
1.(CONTRACTION JOINTS SHAG BE PPACED 100 CC. TO A MNMUM OFRTII OF 1-1/2'.
2 'C(INIRAFFION JOINTS SHALL BE FIRED COMPLETFIRWITH A JOINT FILLER SUDARIE FOR THE APPLICATION
3 CXPAN.,ION JOINTS SHAG BE PUCED RD OC. ADD ADJAf FPT T' ALL F18L0 OBJECTS (COATIS, WALKS. ETC.)
4: PROVOF AT RFVAIIONS SHOWS. SLOPE CURB &:SPIER ISIMI BETWEEN SPOT EIFVATIONS_
(o��/I CRBAGUTTER
U
RADII I
SHOWN
""""• A J �IACF Cr CURB
PLAN VIEW
4
—C z --
u SECTION A -A
IVALLEY GUTTER
� NOT TO SCALE '
FINK GRADE
ASINUCATFn 1/A XPL4'-JOINT
�6,6
WWF I0/10-1
UP
1, PRO
1 C EXPANSION JOINT$ ALONG ALL EXISTING
9RJCHUROIUNES AND wArl'S AND A' 51 wTrPvnLS etDNG CONTRACTION JOINT
s Ra14Hr F CONTRACTION
DT MnJOIN
2 PROVIDE CHANCES
N DIRE TORT$ AT 8'-0" ONRVA6 AND
AT ALL SLAT 9F IV 8- WHAT OF - UC CONTRACTION
,InNT snnu nF 1/6" CODE x e/a' PEEP.
CONCRETE SIDEWALK
D NOT 70 SCALE
0�
i
NC4BU WARNING EETA -
cEeF' NrpnT STANOARp H48 06
ISOMERIC _VIEW
SR 6
r 6R8
(` D 1 fi rl RB & CUTTER SHGWTU
-IJI MAX RAMP
SECTION o 6
SIDEWALK
6-0 WIDTH 6.S
SINAIIpIPANS ICB TRANSI�I BCF
+ARABIT SORE, vm L
TO EXCTrn 101 (10x)
SECT;ON A_A
ACCESSIBLE RAMP
E NOT 70 SCALE
A.
f
SOLID PARKING & HANDICAP AISLE LINE - WHITE
SIDEWALK
EDGE OF PAVEMCNT L_
r., b
1
A24" GA'
1_10' MIN. WIDTH-1
(CROSSWALK -WHITE
STONE
rEW 10" AGGREGATEN-
BASE COURSE!,
G ASP
NOT TO
2" ASPHALTIC CONCRETE
SURFACE COURSE
2' ASPHALTIC CONCRETE
INTERMEDIATE COURSE - 1
PIPE TRENCH SECTION
ALT CUT & PATCH
IN LI -RANT/CCVFa PAVIME T
8 DEGREES
24 MINIMUM
-- ! GROUT ENTRANCE
PIPE
< --Z X4" KEY
.- `.- �15012'O0. EW.
`6' COMPACTED STONE
NOTES
FOR CUP Iw1IS. PROVIDE US FOUNT E5181-6420 INLET HOOD A GRATE _ FOR YARD
INLLTS PPDVIDE US FOUNDRY 14120 FRAME & CRATE SER16 WITH GRATE F6170 IN GRASSED AREAS_
UCT DROP RUES Of PRICKS
2 coNmAOoa NAY GGNSTNCURB INLET
MAPPER' PER THE SPEGIHGAN�r,
HNOT TO SCALE
SEE SPECS FOR BURY
RFOUWENTUES
BODIES WARNING AND
DUENTIRDEON TAPE
BURIED
PORETHTN ,FENCASEMENT- '/
ON' IEUC IIRF ONLY
'/Y PIPE 0 L /
6
o°o 00- Nnutt MAIN
0 0`o c O SZE As INDICATED
b0 TU O�O�OU U o
6 IlIN CRANDIAR PIPE
OPENED
13 -OD. Orr 12"
OPF
RIVE -TRENCH WITH SEOOING NATERI4
PIPE TRENCH SECTION
NOT TO SCALE
i
ASPHALT
G STONE BASE
SUBGRADE
ACT I'EFp
CONTINIJIFIN JOINS SIIAIL BE IT 1,;11 1 i 1Q 0 A HPIHUM DEPTH OF 1 I+
2 OMEGA TIPO TONIC II nA ILLY VII I I A IUPI 11. FP')IT [P LIi U IF ARE 111APON.
3. E XF ADS E JOIN2 S Al I c I A E F T ILILIFF FIT I I A L FKE INIEEI OA<LSNIIS, ETC
4. DISCARLO n FII,AuIv ,IIJ IPI 11 AI,� 1.1 P� TNrIN IFIG IIF gl'rJS
CURB AND GUTTER PATCH
K NOT TO SCALE
SIGN PAN AID-
DUST PLIGII Tn2'
yyy
16 CA 2,2 GAL PIT •1PI WIH A
PERMANENT WFATHFBpF F rAl OR
1 ;AIV.`ITT LIAErIU IC
ETETI TRDWE F OFF]
FINISH FPADF OR 1nVT AnU
8' DIA MIN CTEI LIRCTILP T -I
L "I
I "I
I I
I I
11IT I
L
SIGN MOUNTING
�\ ACCESSIBLE
J— NOT —TO SCALE
PAVEMENT MARKINGS
I C 1
NOT 705CALE
THE COATI SHALL COMPLY AS FOLLOWS:
A THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZAPON
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
2. THE CONTRACTING OFFICER HAS NUR WRITTEN APPROVAL; OR
Z. JHE INFORMATION IS OTHERWISE IT PUBLIC THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE.
INFORMATION i0 BE RELEASED, THE
B. REDUESB FOR ,ANDAPPROVALTHE
SHALL IDENTIFY THE RELEASE,
MEDIUM 10 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
SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER
C. THE CONTRACTOR AGREESSUBCONTRACTORS
O INCLUDE A SUBMIT
THIS U CONTRACT. SUBCONTRACTORS OSHALLTHE SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE
THROUGH HE PRIME CONTRACTOR'. 70 THE CONTRACTING OFFICER.
AVOus FNGINEERws. PA
D aDxl sa
NEvr NERVING ZKx'
vnFtst,,aawea
DESKAVOID v
. I. T
.
DRMAE',
Tan r,.,,,r
.oPgN„S9Ho`.��n
a Esl�
L9
C
= f69
NR. AvQ,
AS PPmFCl Ix16
cHK I. c. Avous re
suNM ITE➢Ni
oFsl ,ry ola TH6nRTouvE
vRRovcD no oaolrc
,nnsrac rove ro
rl r n
r-
VT
'NAIL
AmE JBC
) R6 �
PA
ISA'EG AN r IF
1 1)
[ LL ,TNT: AND R
1
W11TF'STEROL PIT 11
IJ 134. CR'JTb
IMOROI II11 1 en
I
I
uL,E ryM,G,
ARKING SIGNAGE
CS501
r,�
MARINE CORPS BASE
CAMP LFIEUNE NORW CAEO3"
DESIGN ADDITIONAL PATIENT PARKING, AREA D, NH100
MARINE CORPS BASE CAMP LEJEUNE
DETAILS
PATE SIZE tMF mFNi GOuFVFac SPARRING, N0.
F Boogi 1 60021500
DATE CO IGMINTR NO NIWfl BIJWTR 8
suUF uoTFP '6pec oslxane SHEET 07 OF 10
(1
I

1,11. �AITP-FED
_ ZR
O
GJ OO O 6 LATE OF COgR rP-RFCnrE (2"-3'L
O �00 EVERT,' LAYER OF r_VF HASF COURSE
On On
MAINTENANCE
O 1> TE O 1- MAINTAIN ENTRANCE
I0'I CONDITION THIS MAY
1F O O O REQUIRE PEPIACEMENT
CT O OF STONE.
C O
TOOL OF TXISIING
ROADWAY PAVEMENT
A GRAVEL CONTROL ENTRANCE
NOT TO SCALE
SFII ANCHOREC,
METRE POST M B 0 C. MAX
I
- 12 GAUGE C4 WILL IS :H
i
- IT TIC FABRIC
RI IRY
I r <- TLEW
MAINTENANCE -
I. INSPECT STRUCTURES WEEKLY AND AFTER AT
LEAST A 1/2' OR GREATER RAINFALL EVENT.
IS 2 REMOVE SEDIMENT FROM BEHIND SIT FENCE
PRIOR TO IT REACHING A MAXIMUM DEPTH OF
SIX (6) INCHES
B SILT FENCE
NOT TO SCALE
rl" THICK NCDOT B57
STONE ON UPSTREAM SIDE
0J Or a OO
Y'F j C .x nC 1 0
1.
r FILTER. CLOTH
IS" THICK OUNCE CAM WASHED 5'
UPS STONE ON UPSTREAM SIDE �. fCIASS B
,.(RIPRAP
o w Fl•'O.A-p0 2
CLASS A NON-WOVENC 5 FVt%IMUM ,T
GFOiEXTILE FABRIC
MAINTENANCE
I. CONSTRUCT CHECK DAM OF PIP RAP STONE PLACED
IN ACCORDANCE WITH DETAIL
2 SEDIMENT BEHIND THE CHECK DAM SHALL BE
REMOVED PRIOR TO THE LEMEL REACHING WITHIN 6"
OF THE CENTERLINE CREST OF THE DAM.
i. SHOULD SCOUR DEVELOP AT THE DOWNCIPEAM END,
IT SHALL BE REPAIRED 09FDIATELY
CHECK DAM
NOT TO SCALE
5STEEL POST
I I
I
7rR � � � � ' NCDOi 151 STORE I uru. ,mnr..n
TEMPORARY VTAW 11.1. K17POA:
lodTnR TO rcreoncmN ron
-19 GAUGE HARDWARE CLOTH (1/2" OPENINGS)
PLAN /- 5 STEEL POST
,'I--
6" THICK NCDOT r r /
E57 STONE AROUND ,L
PERIMETER Y��.t rrFrT
CATCH BASIN
FABRIC
v `-CATCH BASIN
NOTE: MAINTENANCE
UNIFORMLY GRADE A SHALLOW L INSPECT STRUCTURES WEEKLY AND
DEPRESSION APPROACHING THE INLET AFFTERR ATT L LEAST A 1/2" OR GREATER
RAINFALL EVENT
NOT 2. CLEAR DEBRIS AND REPLACE STONE
PROVIDF DROP INLET PRDTECTI AS NEEDED
M. REMOVED ACCUMULATED SEDIMENT
AT AIL DRAINAGE STRUC POKES- WHEN IT REACHES A MAXIMUM OEP11T
OF 6 INCHES.
1� DROP INLET PROTECTION
\ - / NOT TO SCALP
AFTER COMPLETION OF GRADING ALUVIOFS AND THE
(C0 STRJCIION OF SWALFS All FXFOcED AREAS SHALL
BE.SFCOLD TO TUT FOIIDAiNG SPEITICATIOAS
STEP_BED
'UM 1-1/2 RUN PER ACRF
TEE III 17FR 1/2-ION PER ACRE
SL
RY CRAW 50 (KC PER ACRE
TAI fE �UF 100ICIS PER ACRE
MArjrj 'HRUUSH AVCI';I
,CE NBEDE 5 LOS PER MET
ER EDURE
5TRAW MU CH SHA[L BE APPIIFD AT A RATE WHICH WILL INSURE APPROXIMATELY 75%
GOVERA;F OF 1HE SEEDED AREA 1HE STRAW AND SOWN SEED WT BE UGLILY OISCED
INTO HE BED TO R,$ ITfURTIIFR RCSSTANCE TO BLOWING AND WASHING THE
'CONTRACTOR SHALL GUARANTEE A FULL STAND OF GRASS OVER THE ENTIRE
DISTURBED AREA IF NEq OSARY THE CONTRACTOR WET WET DOWN 1HE AREAS r0
ASSIST IN SEED GERMIN,BTIDN OR AID IN GROWTH IN TIMES OF FXLEBSVELY DRY
WEATHER. A STAND: OF CRASS PALL BE CONSIDERED ACCEPTAR L WHEN THE ENTIRE
STAND OF GRASS IT AT'.I FAST FOUR INCHES HIGH AND HAS ACHIEVED AT LEAST 95%
COIICRA T OF DSTURBEB AREAS. RFSEEDING WILL BE REOUIRFO AS NECESSARY BY PHHF
CONTRACTOR TO OBTAIN THE SPFCPEP STAND OF GRASS.
PERMANENT VEGETATION
AIL DISTURBED AREAS NOT COVERED WITH RIMEDINCS. PAVEMENTS. OR OTHER
'IMPERMEABLE SURFACES SHALL RE SODDED WIH CENTIPEDE SOLID SOD AS [HE
RNAL/PERMANENT VEGETADON.
REFERENCE SPECIFICATION SFCNON 02 82 50 RE-ESIABIIOIITNG VEGETATION" FOR
SPECIFIC SOD INSTAUATICN AND SOD BED PREPARATION REQUIREMENTS.
SPECIAL SEEDING NOIL
ALL DENUDED ARFIS WILL, WITHIN 7 CAI.FNDAR DAYS OF COMPLETION OF
ANY PHASE OF GRADING OR Gl ACING OF GRADING ACTIVITIES, BE PLANTED
AND PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DFVICFS,
OR I STRUCTURES SUFFICIENT 10 RF5FRAIN FROSION-
I
ALI DENUDED AREAS WILL, WITHIN ? DAYS OF COMPLETION OF
CISTPUCRON HF PROVIDED PERMANENT GROUND COVER-
F
VEGETATION PLAN
NOT TO SCALE
i
I
PINNED III PIAJ FlD-,
Enswc/nrvlsH URnoF
Yl
�..
00 0
-� ,alpo
o 000000
1 AOUTLET �PIPE
UO O 00 A
000 O
oO O
C
NOTE ° FLOW >� 0. 0
00 RIP RAP 00
0
1. THE CENTIPEDE SOD SHALL INSTALLEDCo 0
IMMEDIATELY AFTER THE COMPLETION OF I,� o� do o11 0
SWALE GRADING ACTIVITIES . -� IcooOo 0 00
OT,ytOOGc�
FLAN
VEGETATED SWALE CUTLEJ PIPF c -.-
NOT TO SCALE
FLOW � I RIP RAP
0� 0� g01 0�0�0ii
�EII IIR FABRIC SECTION A -A.
A B D E RIP RAP_ SIZE MAINTENANCE
1. INSPECT STRUCTURES AT LEAST WEEKLY AND
5" 18 5' 1'4 16 18" D50 6' MAX-9" AFTER AT LEAST A T/2' OR
GREATER RAINFALL EVENT.
2 IMMEDIATELY MAKE ALL NEEDED
REPAIRS
I i
RIP, RAP OUTLET PROTECTION
NOT TO SCALE
Ili
I
DISCLOSURE OF INFORMATION'
I
THE C"CTOR SHALL COMPLY. AS FOLLOWS' AVO11S ENGINEERING. PA
H 51N , w
A THE *TRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION NEWSERN. N!'2MY.
ANY UNCLl SIFIED INFORMATION, REGARDLESS OF THE MEDIUM (I FILM, TAPE, DOCUMENT), PH I2521E'JFWKI
PERTAINING TO ANY PART OF MIS CONTRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS DES. I AM IT PF
L TIDE CONTRACTING OFFICER HAS GMEN PRIOR WRITTEN APPROVAL; OR NE MSPI ITT
2. glwE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE. FJGAs PF`otwB. REOUE 1S FOR APPROVAL PHAtI IOENRF1' THE SPEGFIC INFORMATION TO RE RELEASED, THE FQ�(N HoL MEDIUM TO BE USED AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITSH R.IR1oN PFREQUEST T THE CONTRACITNGOFFICER AT LEAST 45 DAYS BEFORE THE PROPOSED DATE OF OR oacRELEASE 1WZ3g,C THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER `+_THIS CONCT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASEA
PROUD H,HE PRIME CONTRACTOR TO THE CONTRACTING OFFICER. AE PRD.ECT '.eDDM
1
CG501
MARINE CORPS BASE
CANa LEJEUNE NORTH CAR0.INA
DESIGN ADDITIONAL PATIENT PARKING, AREA D, NH100
MARINE CORPS BASE CAMP LEJEUNE
DETAILS
CIF I C IEIDENT NO NAVFAC CROWING Na
F 80091 1 60021501
CONST. CONTR Na NmI!P wHm
SCALD NOTES SPEC 0518S2A SHEET 08 OF 10

...
,.,,.
i

REVISIONS
T SITE _ VU0111AIIERIERNUT
TING MODIFICATIONS
tt vY" ,N•mr '
REPAIR FIRE LANE ACCESS ROAD, NH100
MARINE CORPS BASE CAMP LEJEUNE
LANDFILL All CONTRACT NO. N40085-16-B-0029
m
FRENCH INDEX OF DRAWINGS
CREEK
AREA
'•'^ems
_ NAVFAC NUMBER SHEET COUNT SHEET NO. TITLE
P a'
\c
P\�
e tv
P
eJ
� `E;j %/ 6000 0 6000 12000
��///�/ SCALE OF FEET
LOCATION MAP - U. S. MARINE CORPS BASE
CAMP LEJEUNE, NC10
EXISTING
T
`®'° ' � v ABBREVIATIONS
r p° �. ` - xDrRr Pn i A r CIVIL LEGEND
<°x 1. cRMxE
.e�° IJICiTING DEseMRnox NEW APPRDx. APPROXIMATE/APPROXIMATELY
a caNrrepcnoN JOINT
POT WATER VALVE Ct, C/L CENTER LINE
RIM® POST INDICATOR VALVE Cr CUBIC FEET
AD SANITARY SEWER MANHOLE CONT. CONTINUOUS
ELECTRIC MANHOLE GNP CORRUGATED METAL PIPE
° COMMUNICATIONS MANHOLE GONG CONCRETE
O wP coRRucnrfD Pusnc PIPE
OD STORM DRAIN MANHOLE cuMM. cuuuunvE
o co snxrtam sexER clEnNour HAS o DIAMETER
`rxlti:m Kid, ❑ STORM GRAIN DROP INLET DI (STORM DRAIN) DROP INLET
p� FIRE HYDRANT DMN DRAINAGE MANHOLE
TPED® m COMMUNICATIONS PCDf5i0.
FULLYPOLE/POiE WITH LIGHT EL, ELEV ELEVATION
E FASnNG
(— GUY WIRE ELEC. ELECTRIC, ELECTRICAL
—OHS / UCS- - OVERDUE / UNDERGROUND STEAM ETC. ET CETERA
x o 5— SANITARY SEWER (GRAVITY) EX, EXIST
�� D— — STORM SEWER FEs FUREo END secnoN
- W- - - DOMESTIC HATER FIT HIRE HYDRAN
V � e OHE- -- OVERHEAD ELECTRICAL HVAG HEATING, VENTILATION AND AIR
UGE- - - UNDERGROUND ELECTRICAL CONDITIONING (EQUIPMENT)
'•'m o„e UGC--- UNDERGROUND COMMUNICATOR INV MKRi
-- F --- UNDERGROUND FUEL PIPING MAC MAC NAIL (CONTROL)
VICINITY MAP -CAMP LEJEUNE, N.C. FENCE MAX MAXIMUM
� CONCRETE 0 MIN MINIMUM
N: NORTHwc
0 ASPHALT No./d NUMBER
C — � GRAVEL 0/WS OIL/WATER SEPARATOR
PRE POST INDICATOR VALVE
- e SURVEY coxrreoL POINT � m Pvc POLmm CHLORIDE (PIPE)
aao saoT ELr]Anorvs +xx.xx recP REINFORCED coxcRLTE PIPE
----25---- COMOUR LINTS 28 R RADIUS
SMH SANITARY SEWER MANHOLE
NOTE: � TREE sF sounRE FOOT/FEET
TREE LINE / CLEARING LIMITSLT SILT FENCE
I. ALL FILL MATERIAL NEEDED TO EXECUTE THIS PROJECT SHALL BE OBTAINED TBM TEMPORARY BENCHMARK
FROM A PROPERLY PERMITTED COMMERCIAL BORROW PIT AT THE CONTRACTOR'S SILT FENCE --- SLT--- IYP. TYPICAL
OWN EXPENSE -- - i SOURCE/pESTINATION UNKNOWN WWF WELDED WIRE FABRIC
SIGN YN YARD HYDRANT
2, NO WETLAND AREAS ARE LOCATED WITHIN THE PROJECT LIMITS OF DISTURBANCE. k AND
DEMOLITION ITEMS x � ® AT
± PLUS OR MINUS
PERCENT
SPECIAL SEEDING NOTE x
EQUALS
CUT &FILL SLOPES 3:1 OR FLATTER WILL, WITHIN 7 CALENDAR DAYS OF
COM
PLETION TION OF ANY PHASE OF GRADING BE PLANTED
ANTED AND PROVIDED WITH
TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES
SUFFICIENT TO RESTRAIN EROSION. ADDITIONALLY, WITHIN 7 DAYS, SLOPES
STEEPER THAN 81 SHALL BE PROVIDED WITH TEMPORARY OR PERMANENT
GROUND COVER, AND SHALL BE PLANTED.
60018617
60018618
60018619
60018620
60018621
60018622
60018623
60018624
60018625
60018626
L
1 OF 10
G-001
COVER SHEET
2 OF 10
G-002
OVERALL SITE PLAN
3 OF 10
CD101
ENLARGED SITE PLAN-DEMOITION
4 OF 10
CD102
ENLARGED SITE PLAN -DEMOLITION
5 OF 10
C5101
ENLARGED SITE PLAN -NEW WORK
6 OF 10
CS102
ENLARGED SITE PLAN -NEW WORK
7 OF 10
CS501
DETAILS
8 OF 10
CG501
DETAILS
9 OF 10
ES101
ELECTRICAL SITE PLAN
10 OF 10
ES501
ELECTRICAL DETAILS
EROSION CONTROL NOTES,
SCHEDULE OF EROSION AND SEDIMENTATION CONTROL ACTIVITIES
1, INSTALL GRAVEL CONTROL ENTRANCE AT DESIGNATED PROJECT AREAS.
2. INSTALL SILT FENCING AND DROP INLET PROTECTION DESIGNATED PROJECT APAG.
3. COMPLETE IMPROVEMENTS AS INDICATED. '
4. STABILIZE AND SEED ALL AREAS NOT TO BE FURTHER DISTURBED BY
CONSTRUCTION ACTNDIES IN ACCORDANCE WITH THE PROJECT VEGETATION PLAN.
5. RESEED AS NECESSARY TO ESTABLISH FINAL VEGETATION.
6. ADDITIONAL MISCELLANEOUS EROSION CONTROL MEASURES MAY BE REQUIRED
WHEN DEEMED NECESSARY BY THE CONTRACTING OFFICER OR THE NCDENR'S
LAND QUALITY SECTION.
7. REMOVE SILT FENCING AND CHECK DAMS AND GRAVEL ENTRANCE ONCE
VEGETATION IS 95% ESTABLISHED.
MAINTENANCE PLAN
1. THE PROJECT NUDES CONSTRUCTION PERMIT REQUIRES THAT EROSION CONTROL
DEVICES AND STORM WATER OUTFACES BE INSPECTED WEEKLY AND WITHIN 24 HOLIES
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 SEEDING. 'D
FACILITATE RAINFALL MONITORING, A RAIN GAUGE IS REQUIRED TO BE ON -SITE. ONES
STABILIZATION HAS BEEN ACCOMPLISHED, INSPECTION RECORDS ARE TO BE
FORWARDED TO THE CONTRACTING OFFICER AND ALL TEMPORARY EROSION CONTP,OL
MEASURES REMOVED. THE CONTRACTOR IS RESPONSIBLE FOR. MAINTAINING COMPLIPICE
WITH ALL PERMITS AND ?.PEWS. ANY CHANGES MUST BE APPROVED BY THE STATE
PRIOR TO EXECUTION. ifCOPY 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 MULCI£D
ACCORDING TO SPECIFICATIONS IN THE VEGETATION PLAN IN ORDER TOESTABLISH .ND
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..,
THE CONTRACTOR SFW1 COMPLY AS FOLLOWS:
A THE CONTRACTOR•;§HALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S OFGWIIATION
ANY UNCLASSIFIED INFORMATION, REGARDLESS OF THE MEDIUM (E.G. FILM, TAPE, DOCUMENT),
PERTAINING TO ANY f''-RT OF THIS CONTRACT OR ANY PROGRAM RELATED TO THIS CONSTRICT, UNLESS
I. THE CON7RACTNG OFFICER HAS GIVEN PRIOR WRITTEN APPROVAL; OR
2. THE INFORFAAPON 5 OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE GATE OF RELEASE.
B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFlC INFORMATION TO BE R LS THE
MEDIUM TO BE US IAMB PURPOSE FOR THE RELEASE THE CONTRACTOR SHAH SUBMIT ITS
REQUEST TO 1HE NC OFFICER AT LEAST 45 DAYS BEFORE THE PROPOSED DATE OF
RELEASE. s, -
C. THE CONTRACTOR; AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER
THIS CONTRACT. SIIRCONIRAC70R5 SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE
THROUGH THE PRIME £OND2ACTOR TO THE CONTRACTING OFFICER.
ClWtk 1(a/lz
APPROVED
JKA
NOTE:
ENGINEERING SURVEYING COMPLETED BY AVOLIS ENGINEERING, PA.
SITE HORIZONTAL AND VERTICAL CONTROL ESTABLISHED BY GASKINS LAND SURVEYING, PA
DES. 1M. AVCIIBA.E.
DR MBPIWFF
ritlx
'NiIAW\�PJ
CHIC LCAVq.IS. PE.
SL&AIIIEDBY.DESIGN
DIRiNBURTONPE
APPROVEDFR'Dpt01CC
SATISFACrORv TO
G-001
MARINE CORPS BASE
CM1P LEJEUNE, NORTH CA0.0.1Ni
REPAIR FIRE LANE ACCESS ROAD, NH100
MARINE CORPS BASE CAMP LEJEUNE
COVER SHEET
DATE szE CODE mENT. No rvnvFAc vuwx�c rp.
F 60091 60018617
DATE WNBTM1 CONIR. NU. NIW0618AOBPB
scuE. rrorED sPEc. Ds1saon SHEET 01 Of 10

SIM _ DATE APPROVED
1 STORMWATER PERMITTING MODIFICATIONS 10-10-tT JHA
NLW ASYHALI IVULLU41
845E BID BASE BID ITEM 0001
NEW ASPHALT PULLOUT
ITEM 0001 \
NEW 12' WIDE ASPHALT DRIVE BASE BID ITEM 0001 /
o / �.�`''�:,r'-'..
STATION 14+50
END PROJECT EXISTING INFILTRATION BASIN
TO BE ENLARGED
SWP314 I / /' \ ..L _ \ EXFUELTANKsouND
NEW 12' WIDE ASPHALT DRIVE
\ / / BASE BID REM DD01
LIMITS OF DISTURBANCE v v
I I� 89,298 SF, 2.05 ACRES \
.1.,,,• �x a ,. Qa _ EX. ASPHALT DRIVE" 00� STATION 4+00 TO REMAIN
I �----}NH104 START DRIVE
NEW ASPHALT DRIVE / EXISTING CONCRETE DRIVE—
ITO REMAIN NE BID ITEM 0002 jT7T �
_
NEW CONCRETE PAD ® o % e. _ _ _ I NHR160 NHRi61 S
ADDITIVE BID 1TEM 0002 J _.
NEW ASPHALT PARKING AREA o S
EXISTING ASPHALT
DRIVE, TO REMAIN /
PLAN
A OVERALL SITE PLAN NORTH
FW1 C-0B2 SCALE 1"=40' a)
PROJECT N40085-17-B-0112
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 WRHIEN APPROVAL: OR
2. THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE.
�"H
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
3 BEAU
1
4� a s
C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER
;
o au
THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE
THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.
'4 MkI,A pA
' AL PROJECT 01609
GRAPHIC SCAJ£ 1` = W.
a
�00
sCLI M [�
p,
0+00
G-002
GIOUS ENGINEERING P A
POBERN BOX
NEW OX' %,
PH. 152 B330][A
MARINE CORPS BASE
LAMP LV"E. NORTH CARD IN4
Des LLIs,PP
REPAIR FIRE LANE ACCESS ROAD, NH100
MARINE CORPS BASE CAMP LEJEUNE
OVERALL SITE PLAN
DR MBPI WFF
MSPI
CW aC. AWLIS, P.E.
SUOITTEaeY
DESIGNDIR. T. H. BURTON, BE.
APPROVED'. Pwo DR01Cc DATE
s¢E
F
CWEIDwT. NO
80091
NAVFACDMWINGxD.
60018618
SUISFAUMYTO. GATE
CONSIR4�'XO'N1�14�8
sME NOTED ISPEC. sslsmzS SHEET 02 OF 10

0 9a 'E%. WOOD
z
z �rr93T22g � . � 03 S
U 12. t
1
CD1U9a n. 12. u.n
10.IS- \
122')l A 332
y�j r 1146 1 _ 99
I2.41 AA
\ 13,07 \\
\
14.05 1A
14.09
• 14.16 `t� �EX. WOOD
14.I0 4
EX. GRAVEL) �398
`65
15 29
\ EDGE OF EXISTING GRAVELY \\ \ \
V A . A 1550
\ VA 9,3
\\
rEz. ss-/
LIMITS OF DISTURBANCE
89,298 SF, 2.05 ACRES \.
\\ 17
*1E62 l i\
PLAN
A ENLARGED SITE. PUN -DEMOLITION NORTH
(0101 mtm SCALE: 1'40T
W-
�Ez. GRA
__ _
TEz'w
REVISIONS
STORMWATER PERMITTING MODIFICATIONS
/--E%. GRAVEL-/
!-EX. GRAVEL)
�E%. GRAVEL-,
19
16.62 20,pp0 GAL AST 2 NP,2 -/ --EX. WOODS-/
20,000 GAL AST -
748
.� SOONG GAL AST
rEX. GRAVEL-/
\ .8,96 �� 1.21.49
V'1896 .i69fi
199
B. \
. 19,09
2176
\ 1 21 21 m EX. CONCRETE APRON D 21 42 2130 2
\� 0 �� -21.61 r2210
f F, Fill,.�,y4,
m syyrs.rn: ,
I
©},
21 43 P1 \ \
STATION 4+00
DRIVE WIDENING
GENERAL CONSTRUCTION NOTES:
i. ME LOCATION AND DURING 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 D, SHEET CG501.
DEMOLITION WORK ITEMS (THIS SHEET):
O EXISTING ASPHALT DRIVE TO BE REMOVED -SEE DETAIL A, SHEET CS501.
2O EXISTING GRAVEL TO BE REMOVED. SACKFUL AREA OUTSIDE NEW PAVEMENT WITH COMMON FILL
GRADE TO DRAIN AND VEGETATE IN ACCORDANCE WITH PROJECT VEGETATION PLAN.
O3 EXISTING SIGN r0 BE RELOCATED 3 FEET OFF EDGE OF NEW PAVEMENT. COORDINATE ORDERING
WITH CONTRACTING OFFICER. TYPICAL OF 19 SIGNS -
NEW WORK ITEMS (THIS SHEET)
O1 INSTALL GRAVEL CONTROL ENTRANCE -SEE DETAIL A, SHEET CC501.
O INSTALL SILT FENCE -SEE. DETAIL B, SHEET CG501.
• 21,41 21 4 fi
21.49
2�.53
L..__ 21
3a00
w+111
= -
2299
4�-55
. 22.42 • 2270
�u�fti\
222-
A$PjALT-/ ' 22.26 =�
U
2a0p
�22.45
�2 § 2 65 2269
/-Ex. GRAVEL-/
2330
. 23.04
- 2306
2272
22.67
14Cp
1 _
22a5
2H5
23.06 ' 2265
23. a 22
21 * 2261
2255
22,44 22.97
22-64 - 22.46
2202 235 22.53
27 452290
- 2235
42
j of 22 ]3
23,15 22.16
2345
JKA
a7NHR160 16 I z3o1 REVADON=22.76 Y
\OC � 4 T � I �z266 zzoz
25 75 /1 NG z69 z3 I I NHR161 *,25z 22.19 23.03
24 1 22.2G 2255
y43 II ,
25-81 ' 25.81 J GE RUC(_ GE
11 - GE -- 2253 221a
25.66 C
-UGC_ 2204 2277
-- UGC-
NHtd7 2239
UNDERGROUND -
EX. GRASS-
�EX. GRASS-/
A. CONCRETE :PRON /
�Et. GRASS-/
d RECEIVE
i 71
NH117
Ex. A=anLr
DISCLOSURE OF INFORMATION
THE CONTRACTOR SHALL COMPLY AS FOLLOWS:
A THE CONTRACTORS 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 FORAPPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE
MEDIUM TO BE VSED,'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. r
20 0 15 20 40 C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT OH EACH SUBCONTRACT UNDER
THIS CONTRACT. SAIDWRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE
4RAAllC SCALE ,. - 2T THROUGH THE PRIME.; CONTRACTOR TO THE COMPACTING OFFICER.
vo. nx 1s:5q
NEW SERN, NC 61
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ENLARGED SITE PLAN -DEMOLITION
DATE SrzE OGEE IDENT ME NAVEACDRFw1--
F Boo9i 60018619
DATE VTR CONIR. NO. NaW0618BdIA
SCUE. NOTED SPEC. osl6 n SHEET 03 OF 10

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GENERAL CONMUC70N 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 UTILMES 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 REVEGETATEO IN
ACCORDANCE WITH THE PROJECT VEGETATION PUN, SEE DETAIL D, SHEET CG501.
DEMOURION WORK ITEMS (THIS SHI
O EXISTING ASPHALT DRIVE TO BE REMOVED -SEE DETAIL A. SHEET CS501.
2O EXISTING GRAVEL TO BE REMOVED BACKEILL AREA OUTSIDE NEW PAVEMENT WITH COMMON FILL
GRADE TO DRAIN AND VEGETATE IN ACCORDANCE WITH PROJECT VEGETATION PUN.
O3 EXISTING CONCRETE SUB TO BE REMOVED.
NEW WORK ITEMS (THIS SHEET):
0 INSTALL GRAVEL CONTROL ENTRANCE -SEE DETAIL A, SHEET CG501.
O INSTALL SILT FENCE -SEE DETAIL B, SHEET CG501.
O INSTALL DROP INLET PROTECTION -SEE DETAIL C, SHEET CG501.
® EXISTING INFILTRATION BASIN TO BE ENLARGED - SEE DETNL E, SHEET CG501.
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. FR1A, 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 PUBUC DOMAIN BEFORE THE DATE OF RELEASE
B. REQUESTS FOR kPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE
MEDIUM TO BE USED, ME THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS
REQUEST TO THE CONTRACTNG OFFICER AT LEAST 45 DAYS BEFORE THE PROPOSED DATE OF
RELEASE.
20 0 10 20 40 C. THE CONTRACTOR' AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER
THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE
c2WNK SGUL I• = p. THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.
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ENLARGED SITE PLAN -DEMOLITION
DATE SIZE CODE AIR NAVBACORAWINSNO.
F 80091 soo,esp
onTe 1'/IN9TM1coNTB. No. N100afi-tB80Vl9
SCARE NOTED I SPEC. 05T600z9 SHEET 04 OF 10

REVISIONS
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GENERA CONSTRUCTION NOTES:
1. THE LOCATION AND DEPTHS OF EXISTING UTIUUES SHOWN ARE APPROXIMATE. THE CONTRACTOR
1%�������
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
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i
3. ALL EXISTING VEGETATED AREAS DISTURBED DURING CONSTRUCTION SHALL BE RCVEGETATED IN
IYJt
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NEW WORK ITEMS (THIS SHEET)
.
S C1 02
OI INSTALL GRAVEL CONTROL ENTRANCE -SEE DETAIL A, SHEET C0501.
DISCLOSURE OF INFORMATION
0 INSTALL SILT FENCE -SEE DETAIL B. SHEET CG501.
O3 INSTALL DROP INLET PROTECTION -SEE DETAIL C, SHEET CC501.
THE CONTRACTOR SHALL COMPLY AS FOLLOWS:
A. THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGIWIZARON
AVOUS ENGINEERING, P.A.
RD OX1,NczasB+
Pmass, MARINE CORPS BASE
PLAN
NORTH
® NEW ASPHALT DRIVE -SEE DETAIL A, SHEET CORSI,
ANY UNCLASSIFIED INFORMATON, REGARDLESS OF THE MEDIUM (E.G. FILM, TAPE, DOCUMENT),
PERTAINING TO ANY PART OF THIS CONTRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS
vx. zsz Asamse
DES. 4. KAVOLIS,PE.
CAMPLEJEUNE, NORTHCAROLINA
A ENLARGED SITE PLAN -NEW WORK
a1o2 L51M SCALE: I"=20'
SO NEW CONCRETE APRON -SEE DETAIL B, SHEET CSSOI.
7. THE CONTRA(.71NG OFFICER PAS GNEN PRIOR WRITTEN APPROVAL; OR
-THE
M591sEF
REPAIR FIRE LANE ACCESS ROAD, NH1(p
© SLAB -ON -GRADE JOINTS -SEE DETAIL C, SHEET CS501.
2. THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE DATE OF RELEASE.
-
B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE
cHx. J. C. AVOLIs, RE
SIWMPrTED BY
nm„�,,r.E
MARINE CORPS BASE CAMP LEJEUNE
O7 REMOVE AND RESET MANHOLE FRAME AND COVER TO BE FLUSH WITH NEW PAVEMENT.
MEDIUM TO BE USED., AND THE PURPOSE FOR THE RELEASE THE CONTACTOR SHALL SUBMIT ITS
REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE THE PROPOSED DATE OF
OesICN MR. r.NBURTONpE ENLARGED SITE PLAN -NEW WORK
® PROVIDE ID' PAVEMENT MILLING RANSITION, SEE DETAIL F. SHEET CS501.
10' TAPER WID1H TRANSITION.
RLL E
APPROVED'. PWJOROKC
DATE SIZE CGDEIDENiNONPVFACMW1NGNoPROVIDE
zD 4D C. THE CONTRACTOR! A(kiEE$ TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTkCT UNDER
60018622
F BDD9�
10 EXISTING INFILTRATION BASIN TO BE ENLARGED -SEE DETAIL E SHEET CGSOI.
THIS CONTRACT, SUBCONTRACTORS SPACE SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE
-THROUGH
a„Nkll^;;. sATISFAQORYTc'.
OArE cwsm coxm. NO N4DDBsmemm
GR4MtlC SLNF 1, - 20THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.
AE PROJECT 76099
SCALE: rvmeD sPEc. MI60JR SHEET 06 OF
10

EXISTING PAVEMENT WIDTH= 10't (VARIES)
REVISIONS
APPROVED
JKA
ASPHALT PAVEMENT TO BE REMOVED
SLOPE
EXISTING STONE BEYOND EDGE OF LEXISTING STONE BASE TO REMAIN -SUPPLEMENT
EXISTING PAVEMENT TO BE REMOVED STONE BASE TO REACH THE NEW PROJECT GRADES
AND PAVEMENT SECTION
EXISTING STONE BEYOND EDGE OF
EXISTING PAVEMENT TO BE REMOVED
a w
0-
NEW (2) LAYERS ASPHALT
o
W
x
SLOPE
7EW 8" STONE BASE
COMMON FILL
A ASPHALT ORNE
LSiol LC01 NOT TO SCALE
PUN FOR
#5 0 12' O.CJ
EACH WAY
6" ABC STONE BASE SECTION
PROMDE THICKENED SLAB AL( G AU EDGES AT SLAB PERIMEIER.
CJ = CONTRACTION JOINT, SEE DETAIL C, THIS SHEET
EJ= EXPANSION JOINT, SEE DETAIL C, iHi6 SHEEP
B CONCRETE APRON
CSlol aWl NOT TO SCALE
EXISTING STONE BASE TO REMAIN -SUPPLEMENT I\ NEW 8" STONE BASE
STONE BASE TO REACH THE NEW PROJECT GRADES COMMON FILL
AND PAVEMENT SECTION /
NEW DRIVE CROSS SECTION
— � --SEE TYPICAL PAVEMENT SECTION
COAT
2" THICK ASPHALTIC CONCRETE
SURFACE COURSE
LNEW B" ABC STONE BASE
EXISTING STONE BASE TO REMAIN -SUPPLEMENT
STONE BASE TO REACH THE NEW PROJECT GRADES
AND PAVEMENT SECTION
NEW PAVEMENT SECTION
$5 CORE
SUBGRADE
REMOVED
OF NEW PAVEMENT
OF SLAB J/8 r 1/4.. TOP OF SLAB
4" M71-�
PREFORMED JOINT FILLER
BACKER ROD 1/2" SMOOTH DOWEL X 2'-6" LONG 0 2O.C.
WRAP OR GREASE ONE END
TYPICAL CONTRACTION JOINT (CJ)
C SLAB -ON -GRADE JOINTS
610i 46RI NOT TO SCALE
TYPICAL EXPANSION JOINT (EA
' SOLID PARKING &HANDICAP AISLE LINE - MUFFE
D PAVEMENT MARKINGS
13101 6W1 NOT TO SCALE
FEW ANCHOR
3.000 PSI CONCRETE (IYP. OF 2)
SMOOIH FNISH
3,M PSI CGWCRETE _ REEAR ANCHOR
SMOOTH HNISH A CYR. OF 2)
A.
PLAN
E WHEEL STOP
blm 65oi NOT TO SCALE
NEW 2" THICK ASPHALTIC CONCRETE
PAVEMENT SURFACE COURSE
10'-MILL EXISTING PAVEMENT 2' TO ALLOW
A SMOOTH: TRANSITION TO EXISTING PAVEMENT ` EXISTING BITUMINOUS PAVEMENT
STACK COAT— / OR CONCRETE
D-O-O-O-O-CinlSPFMAINv NE 'BASE 0 O Q O 0 O 0 O D OI
F wl PAVEMENT MILUNG TRANSITION
fSiAl 6NOT TO SCALE
THE CONTRACTOR SHIU,. COMPLY AS FOLLOWS:
A THE CORIRACT ISRI NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION
ANY UNCLASSIFIED IN JRMIRON, REGARDLESS OF THE MEDIUM (E.G. FlLM; TAPE, DOCUMENT),
PERTAINING TO ANY F'PRT.,OF THIS CONTRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS
1 THE CO OFFICER HAS MEN
MEN PRIOR WRITTEN AP'. OR
2, THE INFOR IS OTHERWISE IN THE PUBLIC DOMAIN BEFORETHEDATE OF RELEASE
B. REQUESTS FOR ATEbROVA1 SHALL IDENTIFY THE SPECIFIC INFORMOTION TO BE RELEASED, THE
MEDIUM TO BE USED''ILLAHDTHE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS
REQUEST TO THE GONNO OFFICER AT LEAST 45 DAYS BEFORE THE ,PROPOSED DATE OF
RELEASE Ira
w C. THE CONTRACTON AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EkH SUBCONTRACT UNDER
THIS CONTRACT, SUBCONTRACTDRS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE
THROUGH THE RIM f%fNDNCTOR TO THE C09MAONG OFFICER.
> ECEIVE
CS501
MARINE CORPS BASE
G PLEJELWE.NORIHCARCUNS
REPAIR FIRE LANE ACCESS ROAD, NH100
J.C.AWUS,P.e MARINE CORPS BASE CAMP LEJEUNE
pOHH 1caH0 •.q..' SII Hum BY
g9? DESIGN OIR. T. H. BURTON, PE. DETAILS
SEAL e
17APPROVED: W ORCIM DATE SIZE
cLOE R)EM. No NAVFACORAWWONO.
xEY� a9 F 60018623
SAT
�i�T1NKP11�,o 80091 carsm cwm. No. NIWAS11V8dDA
SATISFACTORY TO PATE
SCAJE. NOTED I SPEC W16 29 SHEET OT OF ID
.. ..1 F .. ..

0000 6" LAYER OF COARSE AGGREGATE (2"-3")
000 OVER 12" LAYER OF STONE BASE COURSE
0000°0 0
0°°
00000 MAINTENANCE
0000° 0 10 1. MAINTAIN ENTRANCE CONGRGH.
O
THIS MAY REWIRE REPLACEMENT
00°00 OF STONE.
0°0000, o
EDGE OF EXISTING
ROADWAY PAVEMENT
A GRAVEL CONTROL ENTRANCE
alDl aSOI NOT TO SCALE
SELF -ANCHORING
METAL POST 0 6' O.C, MAX
12 GAUGE 6"X6" ARE MESH
FILTER FABRIC
S' BURY
<�= FLOW
B SILT FENCE
a101 U301 NOT TO SCALE
6* THICK N
157 STONE
PERIMETER
MAINTENANCE:
1. 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.
5STEEL
157 STONE
-19 GAUGE HARDWARE CLOTH (1/2" OPENINGS)
L /- 5' STEEL POST
CATCH BASIN
BASIN
FABRIC
NOTE: MAINTENANCE'.
UNIFORMLY GRADE A SHALLOW
I. INSPECT STRUCTURES WEEKLY AND
DEPRESSION APPROACHING THE INLET
AFTER AT (FAST A 1/2.OR GREATER
RAINFALL EVENT.
NOTE:
2. CLEAR PERRIS AND REPLACE STONE
PROVIDE DROP INLET PROTECTION
AS NEEDED.
3. REMOVED ACCUMULATED SEGMENT
AT ALL DRAINAGE STRUCTURES.
ON IT REACHES A MAXIMUM DEPTH
Cf 61NCNE5.
C DROP INLET PROTECTION
alai DJA1 NOT TO SCALE
TEMPORARY VEGETATIVE SIM
(PRIOR TO ESTABLISHING PERMANENT VEGETATION)
AFTER COMPLETION OF GRADING ACTIVITIES AND THE
CONSTRUCTION OF SWALES, ALL EXPOSED AREAS SHALL
BE SEEDED TO THE FOLLOWING SPECIFICATIgJS'.
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 LBS PER ACRE
STRMAY7OUT&IM
HROUGH ALI
CENTIPEDE 5 UPS 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 SEED ALL BE LIGHTLY FISCUS
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 ALL 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 ALL BE REWIRED AS NECESSARY BY THE
CONTRACTOR TO OBTAIN THE SPECIFIED STAND OF GRASSPERMANENT VEGETA70
ALL DISTURBED T COVERED W1T1 BUILDINGS, PAVEMENTS, OR OTHER
IMPERMEABLE SURFACES SHALL BE SODDED WITH CENTIPEDE SOLID SOD AS THE
FINAL/PERMANENT VEGETATION.
ALL DENUDED AREAS WILL, WITHIN 7 CALENDAR DAYS OF COMPLETION OF
ANY PHASE OF GRADING OR CEASING OF GRADING ACTIVITIES, BE PLANTED
AND PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES,
OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
ALL DENUDED AREAS WILL, WITHIN 7 DAYS OF COMPLETION OF
CONSTRUCTION, BE PROVIDED PERMANENT GROUND COVER.
D VEGETATION PLAN
alDl CCOI NOT TO SCALE
;.1 1 1 STORMWATER PERMITTING MODIFICATIONS
EX. RIP -RAP OVERFLOW, TO REMAIN
GRADE TO ENLA(2GE BASIN
TO CONTOURS SHOWN 94
O \
f{ 14.97
/ l 11 .48 ✓ -/16.73 6�
NEW 93 lP SILT FENCE / ��; /,xxY6�/ x �7 ¢ 6b.76
13.98
/ii ✓13.9 13.99 \
I I 1
/ x'�17.02 13��7� I k 507
/ /lA i / ji i 6.64 111 41 14
13.8814.00 1�1 / 1 .62
)7 / x14.01 / I' d16.8 /x
I1 1 \ / 16x/35.88. - x 14;.
1T1 11 A 14.19 N, 10. 7�i/ v
X� v� 7.75 # 17.a4 � / , ��% 16-41 x
17,81` `Zo
I --- -
66
,o. .� 5 i
a 1 x x 16.90
j
REMOVE IX. FES AND 24LF RCP, �
/ RESET FES AT NEW �PE END POINT 1
1W 5 7 x/ 7 7 x 16.68 X1 x
�/
29.16 ' T �
xxl � t� •.. ._ 5.55 1
x/17.06
x 19.54 16.81
19.14
x 1 6
\ \ 8.5� 17.33 x 16 6 � 516 15.96
1 20.28 \
A� 8j6' /16.17.0.61 ,1686W /
20.
5
x
A 60 ,`x / x 1 n.73 �1 J is.iE�.90 /
i
11 20 5 x 1 E
9. 2/
E
THE CONTRACTOR
A THE COFRRM
1. THE CONTI
2. THE IIdOF
B. REQUESTS FOR
MEDIUM TO BE USE
REQUEST To THE C
RELEASE
10 0 5 10 20 C. THE CONTRACT(
THIS CONTRACT. S
MowAG SCMI I' - 10• THROUGH THE PIN
3
i
BASIN SECTION
(NOT TO SCALE).
DR BASIN MODIFICATIONS
=10'
NEON
,,&MPLY AS FOLLOWS:
HALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRNCIOWS ORGWATION
*ATION, REGARDLESS OF THE MEDIUM (E.G. FIUA,=APE DOCUNEq,
?OF THIS CONTRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS
JIO OFFICER WAS GWEN PRIOR WRITTEN APPROVAL;'. OR
ON: IS OTHERWISE IN THE PURE DOMAIN BEFORE THE DATE OF RELEASE
NNE SHALL IODIDE! THE SPECIFIC INFORMATION TO BE RELEASED, THE
NO THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SKILL SUBMIT ITS
UCRNG OFFICER AT LEAST 45 DAYS BEFORE THE PROPOSED DATE OF
x
CHIDES TO INCLUDE A SIMILAR REOUIREMENT IN EACH SUBCONTRACT UNDER
NITRACTORS SHALL SUBMIT REQUESTS FOR AUTHOWATION TO RELEASE
JFRRACTOR TO THE CONTRACTING OFFICER. ..
RIP -RAP OVERFLOW=16.35'
" �C EIVE
�DEC 0 5 2017
n
APPROVED
JKA _
CG501
PO. BOXIY81
MARINE CORPS
REAR REIM, xc AYE
BASE
Px. ®a0oee
uMP1&EMrt. xomxcwaxA
M J.KADJ%of
REPAIR FIRE LANE ACCESS ROAD, NHT00
DR. MSPl WFF
on
c A.c AVOLI$ PE
MARINE CORPS BASE CAMP LEJEUNE
SLEY.TTEDBYDETAILS
r6-k-loavis
APP OVED. RY OR
DATE
SlU
C.MEOMRNN'J
NAVFACDRAWNGMO
F
BGo9160018624
e
eF PRnAn A,vwR
S.ATDTACTm To
DATE
Cda1TR.COn0. xo. NIWRMBU®
sCxE, NOTED I SPEc. wIlLcm SHEET W OF 10

0
l�
c
AIR STA
RACE COARSE AREA
RIFLE
Store Buy
it
A KNOX TARAWA TERN
Tr, PARK II I
Northeast CreN`�
Rl® S
AREA
RAG K2
PR
Pt
y �F4w
P8144 MEDICAL CLINIC REPLACEMENT
MARINE CORPS BASE
MIDWAY
WATKINS
OG,9 VILLAGE
•P
I p,A
PROJECT
OPEN
STORAGE
AREA
-p
FRENCH
CREEK
AREA
my
T ope
Bay
nR BTr}w
ST7 110" o,o
O
as �
LANDFILL
%J
TRIANGLE
OUTPOST
COMB
OWN
S
4
a SFr
CAMP LEJEUNE
2
O
Z
6000 0 6000 12000
SCALE OF FEET
LOCATION MAP - U.S. MARINE CORPS BASE
CAMP LEJEUNE, NC
,NC
Olive
Tuscarora
on pAK
4 . I
Hill ... _. .
Richlands
gHQy Ridge
Burgaw
Words Corn G
ampstead Al
2
J/ F—
Scott Hill O
P Z
Acme v
Delco Wilmington
t".1
6 Bolton Leland I Q,
VICINITY MAP - CAMP LEJEUNE, N.C.
aE Loco
APPROVED
FOR COMMANDER NAVFAC
ACTMIY
SAT -NAME
SATISFACTORY TO 0.47E SAT_DIATE
DES DRW CHK
LI E'
z
a
z
_j LLJ
`e U
w
✓� rP9 ryr. xr;.'�. ( 1
,,;I� 'I;�iV+i,a1 V W
DIV13101ti LU 2
i}F �/AI QUALITY w
CAN la/i74aj w w
LLJ
�CC O
co _
a- Z
J
- V
FIN'0
v 2 7 201.2 o
� � A
BY: w
_z
SCALE: AS NOTED
STORMWATER AND EROSION & EPROJECT NO.
SEDIMENTATION CONTROL DESIGN BY: CONSTR. CONTR No.
AVOLIS ENGINEERING, P.A.
P.O. BOX 15564O
NAVFAC DRAWING NO.
NEW BERN, NC 26561
PH. 252 633-M, FAX [phone] SHEET of
G-101
1 '
2
t

1 2
I 3 I
4
5
x
C
a x 18.56 / x 16.11 / � � / / / / / / / x 1460
// r / / / / / / 18.61 18.3i / /x18.4o/
/ / .00 / #143 I / '16,94 J19.18 x18.55 x18.38 mr s
.Jm // / / / /- x 17.13
/n.nsz 2j/y3 / /x t�t83/ 1d39x x17.46
I / /16.12 x / x94 x 17.22 '
x 20.21 1yr / / / l x17.66 17.37 x 18.66\
E:. ASPlYILT 18.KNxi1Mi 1RAL 21.46 2,.7� '�9 / / I co, \\ \\
/ / `p xI�6 1 05 xn� I xle.ao x18.56 \
� I
EX A9KT JOG=1 IVIL � / �fyl I i �I I IX. FENCE
x 19.34 / /7 I i I II J I x17.57 //r /
/ J x 18.8E
1° I I i I ` \ ,'ate \ \ / x 21
I
x 18.79 x�8.7 1 1 1 J \ /
x 20.61 /
\ x 19.42 / / / 1 1 I I I I J x 18.27 ` / I x 20-76/�'`/
xiu
\�V I 1
\ 7 ',/18 g4 x20.17 Ixz1.12(xal III I i I I + IJ/ x2o.}g(. FENCE /
x,g.66
1
\ n x 20.74 x 19.21 I `
1 1 x 21.31(\' 1 '�,N� 1 .79 EX �a4wt� DNNE x t .39 5 6�
\\\ x20.06 \ , x19.03 IX. pp N' .37 ' �, /// ti �,V/ /
\\ \ \ x20.22� ®- / ti�
' I / � Ez.�FENCE / /
O ✓
\\\� �y as3 �
x �' \ EX SIW
20.J8
\ x 64x 19.0 RIIk20.57 i x 19.7 / 2.26
/
I 20 • /
.86
19.03 x a� 9.60 7 I P 0 OSE6 STORMWATER 9.86 �pVs�9 l
\ \\ 1
DETENTION POND B1 1Q1a
� \ \\\x,fi. a z I ' i�r N'� \ 2j nV=1a1T
\ 3 eve EX FENCE 1 SEE ENLARGED ry, .7
\ 30\ \ ]]]QQQA���T�orr �21.10 �1 VIEW, SHE\E1T C- 103 0.07 �01.8 \/
✓ luJ I 1 I RCP t90 0..5T4ti
\ \ 3e 33jb
J v I I 19 5'
x \ 2.4,
.2 \ \ I 1 \l\
�\\ 2232.52 9`9 s.o/
23.1 4. / x 25.6+
I \ �'i'S . .62 23.03 x23.
�t5 _ "SITE 952.03
+232 24.1 9 26.
Zr 2MAG RRB
x21V 25.4 / 9 s.9
EVMON=21190I z - �2. x24s �6x
241
24.HMARK 19.
9 �S /
EL 16 x .32 2
1
x 21.17 5 23 2. J324.024+ 55
za.}i
/-o242l /
x22.35 "x At1'\ 20. p 8 24.7 4' x .90
a e. s bsi 24.a \ �f
\24.1 x 23.56 x p;
22. it4.024.1 / DS zz.ss 24.0
xw c,w
x 19'51
19.52 /
/ x 22
x 21.65
� x
DRAINAGE STRUCTURE SUMMARY TABLE
STRUCTURE ID
RIM EL.
INVERT EL.
REMARKS
DS#1
23.6'
21.1'
CATCH BASIN
DS#2
25.75'
23.6'
CURB INLET
DS#3
23.6'
20.72'
CATCH BASIN
DS#4
23.6'
20.47'
CATCH BASIN
DS#5
23.6'
20.05'
CATCH BASIN
DS#6
23.6'
19.67'
CATCH BASIN
DS#7
25.4'
22.1'
CURB INLET
DS#8
24.1'
21.9'
CATCH BASIN
DS#9
24.1'
20.6'
CATCH BASIN
DS#10
23.6'
19.29'
CATCH BASIN
DS#11
22.2'
18.32'
CATCH BASIN
DS#12
22.8'
18.12'
CURB INLET
SITE GRADING PLAN
SCALE: 1 " = 50'
e
x 2�49 y 7
78, N
N\\N
37� _ �xpRJ
/
0
2 .46 /
�6'
26.69
+25.8
9G11
L EOP I
+26.
6B9 I I
+
EOP
I
INSET'A'
Gam\
SCALE: 1 " = 20'
It DL SIM
DR04A10.1W AC
RES f
26.44 "
\ 2/ x 26� /
IT NCHMARK MI
,\ \ EL TION=2,�1
EOP PROVIDE 12) [ONCRETE
FL ME, 2' WIDE 3' LONG
PROVIDE FILL OVER
PIPE, 3.1 SIOE SLOPES EOP
DS# AS I P1pEP 3�11DSIpELSLOPES
L OVER
INDICATED N
I YrIL AL INF-IL I KA I IUN IbLANU
SCALE: 1" = 20'
- -- -- GRAPHIC SCALE: 1" = 20GRAPHIC SCALE: 1" = 50'
1 2 3 4 5
AND EROSION &
CONTROL DESIGN BY:
I
I
sl�
a� .oco
FOR COMMANDER NAVFAC
ACTMIY
SAT_"E
SUSFACTORY To DATE SATJMlE
-
DES DRW CHK
z
4.i
Z
W
zd
z
J W
UV
a
wg
W
z
2�
0
0
dT'
0o U
w
~
_
J
U
�
N
o
U
w
z_
SCALE: AS NOTED
EPROJECT NO.
R. CONTR. NO.
- I lifummmilf
NA DRAWING NO.
5dL11 OF
C-102
C
C
O
u

1 2 3
0
5
C
\Y18.V x20.17 1�21.121 -W-�--
� I� I I1 I I 1 5 1
20.74 \ 19.21
x1D I x21.75 II
1 J�
\ 1�x21.31
\ RELOCATED SEWER MAIN I
x
120.06
\ 2
x 20.2�0,0
EX. SMH 1� \ ' RIM=20.57 1 2 I POND OI�TLET STRUCTURE 7
BENCH=8.10 + \_ 15 ,SEE IDETAIL�, SHEET C-104y
x 1INV=7.38 x 7
�\- - - - -,x 19.03\ '19.60
I -P
\\\ x 54 / 2 \ III \ I �`
s
r-AEX. FENCE ,cl-A o �11 II\ l II\ I\x 11I.60 II
\\ \moo L S ATION \ `� 21.10 1
x
S7 6. ��
1 46
19.73
1\ \ \ \1 I
`\ \NvI 11 11 \ \ I I
�2.33
44 11 I
KK\49
I ?2.49\\
50
x 41.7� .i\ 7 2.50\ `\ a
x 20.1
22r35`\\
x 20.67 I I \
\2.46 `\\ \ \\/�- � /// x 22.32 � \3 \
x 21.11 1
.97 \\ \ IN\=19.8±
\ \ \\ \ 22.48
x 22.55� x 22.35 I \ \\
22 �, % \ I
78�\�\
NN
�6..74\ \\
NOTE:
THE PROJECT NPDES 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 SEEDING. TO FACILITATE RAINFALL MONITORING, A RAIN
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 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.
ENLARGED SITE PLAN - STORMWATER POND
SCALE: 1" = 20'
1 '
2
/
- CONCRETE
,FLUME
23
16 / \
I /
\ I
x 18.77
1� ,x/ 19.
x 18.77
1 79
EX. GRAVEL DRIVE
EX. FENCE,
19.03 l TO REMAIN
NSS --- SS
20
19.86
_ J o
0.07 x N
N
\✓/
___�jNSS 19.7�
�EX'SMH
RIM=19.86
BENCH=10.68
I NV=10.1�
oe
x 21.81
24 / 22r x
/
/
/
/
21.52 /
/ Q
/
- _ J
� x
i
i
I
1
I
I 6
92 22.56
65
NOTE:
SECTION 404 WETLANDS ARE NOT LOCATED WITHIN THE
PROJECT LIMITS OF DISTURBANCE.
NOTE:
ALL FILL MATERIAL NEEDED TO CONSTRUCT THIS PROJECT
SHALL BE OBTAINED FROM THE FRENCH CREEK BORROW PIT
OR FROM A PROPERLY PERMITTED COMMERCIAL BORROW
PIT AT THE CONTRACTOR'S OWN EXPENSE.
i
i
22/K9
DRAINAGE STRUCTURE SUMMARY TABLE
STRUCTURE ID
RIM EL.
INVERT EL.
REMARKS
DS#1
23.6'
21.1'
CATCH BASIN
DS#2
25.75'
23.6'
CURB INLET
DS#3
23.6'
20.72'
CATCH BASIN
DS#4
23.6'
20.47'
CATCH BASIN
DS#5
23.6'
20.05'
CATCH BASIN
DS#6
23.6'
19.67'
CATCH BASIN
DS#7
25.4'
22.1'
CURB INLET
DS#8
24.1'
21.9'
CATCH BASIN
DS#9
24.1'
20.6'
CATCH BASIN
DS#10
23.6'
19.29'
CATCH BASIN
DS#11
22.2'
18.32'
CATCH BASIN
D_1412
22.8'
18.12'
CURB INLET
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 DISTURBED AREAS SHALL BE REVEGETATED IN ACCORDANCE WITH THE
PROJECT VEGETATION PLAN, SEE DETAIL J, SHEET C-105.
SPECIFIC WORK ITEMS
01 NEW CONCRETE WHEEL STOP, SEE DETAIL A, SHEET C-105.
0 INSTALL GRAVEL CONSTRUCTION ENTRANCE, SEE DETAIL B, SHEET C-105.
03 INSTALL SILT FENCING, SEE DETAIL C, SHEET C-105.
0 INSTALL CHECK DAM. SEE DETAIL D, SHEET C-105.
05 INSTALL OUTLET PROTECTION, SEE DETAIL E, SHEET C-105.
© INSTALL DROP INLET PROTECTION, SEE DETAIL F, SHEET C-105.
© NEW DROP INLET/CURB INLET, SEE DETAIL G, SHEET C-105r
0 NEW VEGETATED SWALE, LENGTH AS INDICATED, SEE DETAIL H, SHEET C-105.
SEQUENCE OF OPERATION:
1. OBTAIN APPROVED EROSION AND SEDIMENTATION CONTROL PERMIT FROM THE
NCDENR'S LAND QUALITY SECTION.
2. REVIEW EROSION AND SEDIMENTATION CONTROL REQUIREMENTS AT PRECONSTRUCTION
CONFERENCE.
3. INSTALL GRAVEL CONTROL ENTRANCES.
4. ERECT SILT FENCING.
5. EXCAVATE STORMWATER DETENTION POND AND STABILIZE.
6. CONSTRUCT SITE IMPROVEMENTS.
7. STABILIZE WITH CENTIPEDE SOD ALL AREAS NO' TO BE FURTHER DISTURBED BY
CONSTRUCTION ACTIVITIES IN ACCORDANCE WITH THE PROJECT VEGETATION PLAN.
8. REMOVE ANY ACCUMULATED SEDIMENT FROM STORMWATER DETENTION POND.
9. ADDITIONAL MISCELLANEOUS EROSION AND SEDIMENTATION CONTROL MEASURES MAY
BE REQUIRED WHEN DEEMED NECESSARY BY THE PROJECT ENGINEER, THE NCDENR'S
LAND QUALITY SECTION OR THE CONTRACTING OFFICER.
10. REMOVE GRAVEL CONTROL ENTRANCES, SILT FENCING AND STONE CHECK DAMS AT
COMPLETION OF CONSTRUCTION AND THE ESTABLISHMENT OF FINAL VEGETATION.
MAINTENANCE PLAN:
1. REMOVE SEDIMENT FROM BEHIND SILT FENCING AND CHECK DAMS IN ACCORDANCE
WITH THE INDIVIDUAL MAINTENANCE PLANS INDICATED FOR EACH DEVICE.
2. ALL AREAS WILL BE SODDED WITH CENTIPEDE SOD AS A PERMANENT VEGETATIVE
COVER IN ORDER TO ESTABLISH AND MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
3. ANY SEDIMENT TRACKED ONTO THE ADJACENT ASPHALT ROAD SHALL BE REMOVED ON
A DAILY BASIS.
STORMWATER AND EROSION &
SEDIMENTATION CONTROL DESIGN
VOLTS ENGINEERING, P.A.
P.O. BOX 15564
NEW BERN, NC 2M
NOV 27
20 0 10
20 40
GRAPHIC SCALE:
1 = 20'
3
4
5
E�
SEAL
AE LOGC
FOR COMMANDER MVFAC
ACTNITY
SAT -NAME E�
SATSFAGTORY TO DATE SAT�IITE
DES DRW f:HK
z
w
z
�s
w
C
o
a
Lu
Z
JW
Lu
VU
o
W :5
a.
a.
z
W
-it CC
a
00 U
_�
(L z
`�
J
uj
W U
(D
z
FE
d
L1.1
E
8
W
z_
SCALE: AS NOTED
EPROJECT NO.
CONSTRRg. yC$gOgNNTTgRg.. yJN(JOO{.�{gJ{gggg $g�J{{$y
1 HHPH9HTl7111 H1HHH
NAVFAC DRAWING NO.
SHEET OF
C-103
C
L�
0

2 3 i 4
5
A TO BE VEGETATED IN ACCORDANCE
WITH THE PROJECT VEGETATION PLAN
PROVIDE PLANTINGS SPECIFIED AROUND
FULL POND PERIMETER (10 FOOT STRIP
SHALLOW LAND AREA , SHALLOW WATER AREA
D I r ELEVATION�$0
0
EVATION=19.5'
C
J3
PERMANENT
POOL
ELEVATION
= 19.5',
AREA =
19,487
SF
TEMPORARY
POOL
ELEVATION =
21.18',
AREA =
24,786
SF
SAFETY LEDGE
TEMPORARY POOL = 21,18'
ELEVATION=19.0' // 4
3 PERMANENT POOL ELEVATION = 19.5'
10 1 3 SEDIMENT CLEANOUT ELEVATION = 13.5' 1
POND BOTTOM ELEVATION = 12.5'
rni in nnrn A rT nnninnrrr onv
#4 ALUMINUM
4" 0. C.
4" SCREW PVC OUTLET D
1-2"x2"x1/4" CONTIP
3/8%4" ALUMINU
BOLTS AT 1' ON
ELEVATION= 19.0'-
ELEVATION=18.5
1 SEDIMENT CLEANOUT ELEVATION_ 13.5'
3
FOREBAY ELEVATION = 12.5'
STORMWATER DETENTION POND CROSS-SECTION
- 3' CLEAR -
TRASH SCREEN-#4 ALUMINUM BAR 4
4" O.C. EACH WAY WELDED TO PLAN
FRAME 10-YEAR PEAK 3/8"x4" ALUMINUM EXPANSION
STAGE = 21.94' BOLTS AT 1' ON CENTER
L2"x2"x1/4" CONTINUOUS FRAME-WELDEI
TOP RISER ELEV = 220'
4" SCREW TYPE CAP
4" PVC
GROUT ANNULAR SPACE
WITH NON -SHRINK GROUT
6"
INVERT OVERFLOW WEIR ELEV = 21.18' ELEV.=21.18
GROUT ANNULAR SPACE 4 CLEAR
WITH NON -SHRINK GROUT 1' 2
OUTLET PIPE INVERT ELEV = 19.5' 3' CLEAR INV OUT=19.
4" PVC STUBBED INTO BOX
s ELEV=19.4'
4" PVC PLUG WITH 2 3/4" HOLE DRILLED ELEV = 19.0'
°
°a
a
CONCRETE FILL
°
Qa a a QA
12" 12„
TOP OF FOOTING = 16.5' °'
Lj
BOTTOM OF PRECAST CONCRETE BASE = 15.5' Q A
I
6'x6' -
SECTION
DETENTION POND OUTLET STRUCTURE
STORMWATER DETENTION POND SECTION AND DETAILS
NOT TO SCALE
IC 1
18" CORRUGATED
NUM PIPE
3" WIDE x 1/4" THICK GALVANIZED
METAL STRAPS 24' O.C. ANCHORED
IN CONCRETE 12" MIN.
(TYPICAL OF 4)
35 LF 18" CORRUGATED
ALUMINUM PIPE
30" WIDE x 9" THICK CONCRETE
ANCHORAGE FOR PIPE
4LLOW WATER
=19.5'--\
5'
1
3 10'
TION=20.0'
I � 1
1 3
10 VEGETATIVE SHELF
PERIMETER SHELF PLANTING LIST
PLANTING LOCATION
SCIENTIFIC NAME
COMMON NAME
SIZE
SHALLOW WATER AREA
SWALLOW LMD AREA
IRIS VIRGINICA
BLUE FLAG IRIS
LARGE PLUG
X
PELTANDRA VIRGINICA
ARROW ARUM
LARGE PLUG
X
SAGITTARIA LANCIFOLIA
BULLTONGUE
LARGE PLUG
X
SAGITTARIA LATIFOLIA
DUCK POTATO
LARGE PLUG
X
SPARGANIUM AMERICANUM
BUR -REED
LARGE PLUG
X
ZIZANIOPSIS MILIACEA
WATER MILLET
LARGE PLUG
X
PROVIDE EVEN NUMBER OF SPECIES PLANTED AT 18" O.C. IN ALL DIRECTIONS WITHIN
TEN FOOT WIDE PERIMETER SHELF. PROVIDE A MIXTURE OF EACH PLANT SPECIES SO
AS TO PROVIDE APPROXIMATELY 33% COVERAGE OF THE PERIMETER SHELF IN EACH
PLANTING ZONE WITH SPECIES SPECIFIED FOR EACH PLANTING ZONE.
STORMWATER DETENTION POND TABLE
FOREBAY ONLY
CONTOUR
AREA SF
AVG. AREA SF
0 VOL CF
CUMM. VOL.
12.5
1002 SF
-
-
-
13.0
1157 SF
-
-
-
13.5
1317 SF
-
-
-
14.0
1509 SF
1413
706
706
15.0
1861 SF
1685
1685
2391
16.0
2275 SF
2068
2068
4459
17.0
2731 SF
2503
2503
6962
18.0
3229 SF
2980
2980
9942
19.0
3768 SF
3498
3498
13440
19.5
4981 SF
4374
2187
15627
POND ONLY
CONTOUR
AREA SF
AVG. AREA SF
A VOL CF
CUMM. VOL.
12.5
7501 SF
-
-
-
13.0
7844 SF
-
-
-
13.5
8195 SF
-
-
-
14.0
8553 SF
8374
4187
4187
15.0
9292 SF
8922
8922
13109
16.0
10060 SF
19676
9676
22785
17.0
10858 SF
10459
10459
33244
18.0
11685 SF
11271
11271
44515
19.0
12542 SF
12113
12113
56628
19.5
14506 SF
13524
6762
63390
POND STAGE/STORAGE RELATIONSHIP
STAGE
ELEVATION
AREA SF
ni VOL CF
TOTAL VOLUME ABOVE
PERMANENT POOL
0 FT
19.5 FT
19,487
0
0
0.5 FT
20.0 FT
22,509
10,499
10,499
1.5 FT
21.0 FT
24,427
23,468
33,967
2.5 FT
22.0 FT
26,423
25,425
59,392
3.0 FT
23.0 FT
28,486
27,454
86,846
PERIMETER SHELF PLANTING REQUIREMENTS:
SOIL ANALYSIS AND AMENDMENTS
PLANTING RESTRICTIONS
1. THE CONTRACTOR SHALL BE REQUIRED TO COLLECT A MINIMUM OF TWO SOIL SAMPLES
1. PLANTING SHALL ONLY OCCUR DURING
THE MONTHS OF APRIL THROUGH JUNE OR SEPTEMBER THROUGH
AT A DEPTH OF 6 INCHES FROM SEPARATE AREAS OF THE PERIMETER SHELF AREA OF EACH POND.
NOVEMBER FOR SHALLOW LAND AREA PLANTINGS. SHALLOW WATER PLANTING SHALL ONLY OCCUR BETWEEN
2. THE SAMPLES SHALL BE SUBMITTED FOR ANALYSIS FOR RECOMMENDED SOIL AMENDMENTS FOR
APRIL 1 THROUGH JULY 15.
THE PLANTINGS SPECIFIED.
2. FOR STORMWATER PONDS COMPLETED
OUTSIDE T111S PLANTING WINDOW, TEMPORARY VEGETATION SHALL
3. THE CONTRACTOR SHALL PROVIDE SOIL AMENDMENTS NECESSARY TO ADJUST SOIL pH, ORGANIC
BE ESTABLISHED ON THE SHALLOW LAND
PLANTING AREAS UNTIL THE PLANTING WINDOW IS REACHED.
CONTENT AND SOIL TEXTURE TO MEET THE FOLLOWING:
pH VALUE 5.5 TO 7.0
PLANTING MAINTENANCE
ORGANIC CONTENT 5% MINIMUM BY DRY WEIGHT
SOIL TEXTURE LOAMY SAND WITH NO MORE THAN 10% CLAY
1. THE CONTRACTOR SHALL INSPECT ALL
PLANTINGS ON A WEEKLY BASIS FOR THE FIRST 60 DAYS AFTER
4. ANY SOIL AMENDMENTS SHALL BE APPLIED AND MIXED INTO THE TOP 6 INCHES OF SOIL DEPTH
PLANTING. THE CONTRACTOR SHALL WATER ALL PLANTS AS NEEDED TO ENSURE SURVIVAL.
5. THE SOIL SHALL BE FINE GRADED TO REMOVE ALL STONES OR ROOTS GREATER THAN 1 INCH DIAMETER
2. AFTER 30 DAYS, ANY DISEASED DEAD
OR DYING PLANTS SHALL BE REPLACED WITH THE SAME SPECIES.
3. THE CONTRACTOR SHALL WARRANT ALL
PLANTINGS FOR A MINIMUM PERIOD OF 12 MONTHS AFTER
INSTALLATION.
PLANT INSTALLATION AND ESTABLISHMENT
1. THE CONTRACTOR SHALL UTILIZE FRESH, NURSERY RAISED PLANTS AS SPECIFIED IN THE PLANT LIST.
2. ALL PLANTS SHALL BE INSTALLED WITHIN 48 HOURS OF RECEIPT FROM THE NURSERY AND SHALL BE
MAINTAINED WITH ADEQUATE MOISTURE AND SUN TO MAINTAIN THEIR VITALITY.
3. PLANTS SHALL BE INSTALLED BY HAND AT THE SPACING SPECIFIED,
4. NEWLY INSTALLED PLANTS SHALL BE WATERED IMMEDIATELY AFTER INSTALLATION UNLESS THEY ARE
INSTALLED IN A SUBMERGED SHELF AREA.
4" Sch 40
Coupling
Connection 1
2" Vent Inlet 5
with Orange tip i
4 pvc That
3" Sch 40 SOLID pvc barrel
or "arm'
SUPPLIED BY USER;3
PMent& S ^7s1
Aluminum straps
susaendinq inlet
33" z
r 330 2
I
Skimmer shown in
floating position
3" hose, ss clamps
3' threaded male nipple 4` inlet 4' HEAD on center of
on outlet end extension 4 inlet and orifice
NOTES:
1. TO BE USED DURING CONSTRUCTION PERIOD ONLY.
2. SKIMMER TO BE 4-INCH AS MANUFACTURED BY J. W. FAIRCLOTH AND SON OF HILLSBOROUGH, NC.
3. SKIMMER ORIFICE TO BE 2.8 INCHES IN DIAMETER.
SEDIMENT BASIN DRAWDOWN SKIMMER
STORMWATER AND EROSION &
SEDIMENTATION CONTROL DESIGN BY:
AVOLIS ENGINEERING, P.A.
P.O. BOX 15564
NEW BERN, NC 28561
PH.[phone], FAX (252) 633-M7
C
APPOv D
FOR COMMANDER NAVFAC
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C-104
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24" REBAR #5 ANCHOR
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3,000 PSI CONCRETE
SMOOTH FINISH
a
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NOT TO SCALE C-102
o ° o ° 0 6" LAYER OF COARSE AGGREGATE OVER
00000 0 12" LAYER OF STONE BASE COURSE
00000
o ° 0 ° o ° MAINTENANCE:
0 ° 0 ° 1. MAINTAIN ENTRANCE CONDITION.
0 o 0 0 0 10' THIS MAY REQUIRE REPLACMENT
OF STONE.
00000
i_Dl
o°o°o°o
Nd
EDGE OF EXISTING
ROADWAY PAVEMENT
GRAVEL CONTROL ENTRANCE
NOT TO SCALE C-102 LV
SELF ANCHORING
METAL POST ® 6' O.C. MAX
12 GUAGE 6 X 6 WIRE MESH
FILTER FABRIC
�8" BURY MIN. FLOW
MAINTENANCE:
1
AFTER AT LEAST A 1/2" OR GREATER. INSPECT STRUCTURES WEEKLY AND
RAINFALL EVENT.
2. CLEAR DEBRIS WHEN A 6" DEPTH OR
POTENTIAL FAILURE IS PRESENT.
SILT FENCING C
NOT TO SCALE C-102
12" THICK NCDOT #57
STONE ON UPSTREAM SIDE
tILTER
00
CLOTH
/��/•
12" THICK NCDOT #57WASHED 1.5,
STONE ON UPSTREAM SIDE CLASS B
I /RIPRAP
z C 0�00o:II
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0O� �iv Q 0�0O0�0
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FABRIC 6 MAXIMUM
A OUTLET
FLOW
PLAN
OUTLET PIP
FILTER FAB
SECTION A -A
1. SEDIMENT BEHIND THE CHECK DAM
SHALL BE REMOVED ONCE THE LEVEL
IS WITHIN 6" OF THE CENTERLINE
CREST OF THE DAM.
2. SHOULD SCOUR DEVELOP AT THE
DOWNSTREAM END, IT SHALL BE
REPAIRED IMMEDIATELY.
CHECK DAM D
NOT TO SCALE C-102
0 0°0 oo °
0�o0 0
0000 0
000
o°
0 0
00
00 RIF
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DEVICE I.D.
A
B
C
D
E
AVG. RIP RAP SIZE
MAX. RIP RAP SIZE
POND INLET
36"
9'
21'
24'
21"
9"
13.5"
POND OUTLET
18"
4.5'
10'
14.5'
9"
4"
6"
ALL OTHERS
18"
4.5'
6'
6'
9"
4"
6"
MAINTENANCE:
1. INSPECT STRUCTURES AT LEAST WEEKLY AND AFTER ANY RAINFALL
EVENT OF 1/2" OR GREATER.
2. IMMEDIATELY MAKE ALL NEEDED REPAIRS.
OUTLET PROTECTION E
NOT TO SCALE C-102
6' THICK N
#57 STONE
PERIMETER
2 '
3
NCDOT #57 STONE
— 19 GAUGE HARDWARE CLOTH (1/2" OPENINGS)
PLAN
i— 5' STEEL POST
:ll �`llll
SECTION
FABRIC
NOTE:
UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET.
NOTE:
PROVIDE CURB INLET PROTECTION AT ALL DRAINAGE STRUCTURES.
MAINTENANCE:
1. INSPECT STRUCTURES WEEKLY AND AFTER AT LEAST A 1/2" OR
GREATER RAINFALL EVENT.
2. CLEAR DEBRIS AND REPLACE STONE AS NEEDED.
3. REMOVE ACCUMULATED SEDIMENT WHEN IT REACHES A MAXIMUM
DEPTH OF SIX (6) INCHES.
4" TIP
INVERT
DROP INLET PROTECTION F
NOT TO SCALE C-102
PIPE O.D. + 12'
-1" WIDE CONCRETE COLLAR
8" CONCRETE
ROUT ENTRANCE
PIPE
`-2"X4" KEY
15 0 12" O.C. E.W.
COMPACTED BASE
SECTION
DROP INLET G
NOT TO SCALE C-102
0
3 3
NOTE:
SIDE SLOPES SHALL BE 3:1 OR FLATTER, AS INDICATED
ON PLANS BY CONTOURS OR SPOT ELEVATIONS
VEGETATED SWALE H
NOT TO SCALE C-102
TEMPORARY VEGETATIVE SEEDING (PRIOR TO ESTABLISHING PONANt NT VEGETATION)
AFTER COMPLETION OF GRADING ACTIVITIES AND THE
CONSTRUCTION OF SWALES, 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 LEIS PER ACRE
TALL FESCUE 100 LEIS PER ACRE
SUPPLEMENTAL SEED
MAY THROUGH AUGUST:
CENTIPEDE 5 LEIS 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 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
THE 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.
PERMANENT VEGETATION
ALL DISTURBED AREAS NOT COVERED WITH BUILDINGS,
PAVEMENTS, OR OTHER IMPERMEABLE SURFACES SHALL BE
SODDED 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
NOT TO SCALE C-102
mf7 c v-1
NOV 2 7
STORMWATER AND EROSION do tY._
SEDIMENTATION CONTROL DESIGN BY:
AVOLIS ENGINEERING, P.A.
P.O. BOX 15564
NEW BERN, NC 28561
PH. 252 633-M8, FAX 252) 633M6507
' 5
EAT
AE L GO
FOR COM"DER RAVFAC
AMMTY
SAT -NAME
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DES DRW #CHK
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BASIN A
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L TOTAL AREA-- 129,312 SF (2.97 AC) -
i PERVIOUS AREA-- 60,644 (1.39 AC) -
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COMPOSITE RATIONAL C= 0. 7
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MAP
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1 I 2 I 3 I 4
IN
PROJECT # I SHEET # I SHEET TITLE
C IGENERAL
-- GI-001 TITLE SHEET
DRAINAGE AREA MAPS
-- DA MAP PRE DEVELOPMENT DRAINAGE AREA MAP
-- DA MAP POST DEVELOPMENT DRAINAGE AREA MAP
CIVIL
P1857
GC101
SITE PHASING
P1857
C-001
GENERAL
NOTES, ABBREVIATIONS,
AND LEGEND
P1857
C-002
GENERAL
NOTES, ABBREVIATIONS,
AND LEGEND
P1857
C-100
OVERALL
EXISTING CONDITIONS PLAN
v
P1857
CD100
OVERALL
DEMOLITION PLAN
-
P1857
C1100
OVERALL
SITE IMPROVEMENT PLAN
P1857
CG100
OVERALL
GRADING AND DRAINAGE
PLAN
P1857
CG101
GRADING
AND DRAINAGE PLAN
P1857
CG102
GRADING
AND DRAINAGE PLAN
P1857
CG103
GRADING
AND DRAINAGE PLAN
P1857
CC104
GRADING
AND DRAINAGE PLAN
P1857
CG105
GRADING
AND DRAINAGE PLAN
P1857
CG106
GRADING
AND DRAINAGE PLAN
P1857
CG107
STORMWATER PIPE TABLE
o
P1857
CG110
OVERALL
EROSION CONTROL PLAN
P1857
CG111
EROSION
CONTROL. PLAN
P1857
CG112
EROSION
CONTROL PLAN
o
B
P1857
CG113
EROSION
CONTROL PLAN
k
P1857
CG114
EROSION
CONTROL PLAN
P1857
CG115
EROSION
CONTROL PLAN
P1857
CG116
EROSION
CONTROL PLAN
w
P1857
CG501
DRAINAGE
DETAILS
P1857
CC502
DRAINAGE
DETAILS
o
P1857
CG503
DRAINAGE
DETAILS
P1857
CG504
EROSION
& SEDIMENT CONTROL
DETAILS
z
P1857
CG505
EROSION
& SEDIMENT CONTROL
DETAILS
s
P1857
CG506
EROSION
& SEDIMENT CONTROL
DETAILS
P1331
C-001
GENERAL
NOTES, ABBREVIATIONS,
AND LEGEND
P1331
C-002
GENERAL
NOTES, ABBREVIATIONS,
AND LEGEND
P1331
C-100
OVERALL
EXISTING CONDITIONS
o
P1331
CG101
GRADING
AND DRAINAGE PLAN
P1331
CC102
GRADING
AND DRAINAGE PLAN
P1331
CG103
GRADING
AND DRAINAGE PLAN
o
P1331
CG111
EROSION
CONTROL PLAN
P1331
CG112
EROSION
CONTROL PLAN
3
P1331
CG113
EROSION
CONTROL PLAN
s
P1331
CG501
DRAINAGE
DETAILS
P1331
CG502
DRAINAGE
DETAILS
P1331
CG503
DRAINAGE
DETAILS
P1331
CG504
EROSION
& SEDIMENT CONTROL
DETAILS
J
P1331
CG505
EROSION
& SEDIMENT CONTROL
DETAILS
o A
LANDSCAPE
0
P1857
L-100
LANDSCAPE KEY PLAN
P1857
L-101
LANDSCAPE PLAN
P1857
L-102
LANDSCAPE PLAN
P1857
L-103
LANDSCAPE PLAN
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L-105
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P1857
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P1857
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P1331
L-101
PLANTING PLAN
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PLANTING PLAN
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P1857 & P1331 CAMP LEJEUNE NAVAL
HOSPITAL ADDITION &RENOVATION
MARINE CORPS BASE
CAMP LEJEUNE, NC
NCDENR DWO STORMWATER
PERMIT S.UBM�ITTAL'-
SW8960329 CAMP LEJEUNE NAVAL HOSPITAL
PARKING LOT ADDITION -MODIFICATION
JUNE 189 2010
ffor W
VICINITY MAP
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2 I 3 I 4 I 5
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SMITHGROUP /
CLARK-NEXSEN,
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324 BLACMELL ST STE 1104
DURHAM, NC 27701-3600
SMINGROUP
a2hitMure engineenng interiors planning
T 202.842.2100
CLARK+NEXSEN
T 919.628.1876
A/E INFO
APPROVED
FOR COMMANDER NAVFAC
SATISFAWRY TO DATE —
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TOTAL AREA 129,312 SF (2.97 AC)
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DURHAM, NC 27701-3600
SMITHGROUP
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T 202.B42.2100
CLARK • NEXSEN
T 919.828.1876
A/E INFO
' FOR COMMANDER NAVFAC t
ACTN Y
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EPROJECT NO.: P1857
CONSTR. CONTR. NO.
N40085-09—C-3212
NAVFAC DRAWING -NO.
SHEET - OF 661
DA
MAP
DRAWFORM REVI510N: 10 MARCH 2O09
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GENERAL NOTES
SEE SHEET GC101 FOR CONSTRUCTION SEQUENCING.
WORK IN THIS PROJECT SHALL CONFORM TO THESE CONSTRUCTION DOCUMENTS, THE
LATEST EDITIONS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT)
ROAD AND BRIDGE SPECIFICATIONS, THE NCDOT ROAD AND BRIDGE STANDARDS, THE
NORTH CAROLINA EROSION AND SEDIMENT CONTROL HANDBOOK, THE NORTH CAROLINA
EROSION AND SEDIMENT CONTROL REGULATIONS, THE FINAL GEOTECHNICAL REPORT, AND
GENERAL DESIGN STANDARDS. IN THE EVENT OF CONFLICT BETWEEN ANY OF THESE
STANDARDS, SPECIFICATIONS, OR PLANS, THE MOST STRINGENT SHALL GOVERN.
ENGINEER AND/OR GOVERNMENT DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS
AND/OR METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. THE
CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL JOBSITE SAFETY, INCLUDING BUT
NOT LIMITED TO TRENCH SAFETY, DURING ALL PHASES OF CONSTRUCTION.
THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS,
EQUIPMENT, ETC. THAT MAY BE REQUIRED.
THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING THE ACTUAL AND EXACT
LOCATION, SIZE AND MATERIAL COMPOSITION OF ANY EXISTING WATER OR SEWER SERVICE
PROPOSED FOR CONNECTION OR USE ON THIS PROJECT. THE RELOCATION OF ANY
UTILITY SERVICES REQUIRED TO COMPLETE ANY PORTION OF THESE CONSTRUCTION PLANS
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS, SPECIFICATIONS, AND SITE
CONDITIONS OR ANY INCONSISTENCIES OR AMBIGUITIES IN DRAWINGS OR SPECIFICATIONS
SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER, IN WRITING, WHO SHALL PROMPTLY
ADDRESS SUCH INCONSISTENCIES OR AMBIGUITIES. WORK DONE BY THE CONTRACTOR
AFTER HIS DISCOVERY OF SUCH DISCREPANCIES, INCONSISTENCIES, OR AMBIGUITIES AND
BEFORE FORMAL RESPONSE FROM THE ENGINEER SHALL BE DONE AT THE CONTRACTOR'S
RISK.
CONTRACTOR SHALL MAINTAIN AN "AS BUILT" SET OF DRAWINGS TO RECORD THE ACTUAL
LOCATION OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE
CONTRACTING OFFICER UPON COMPLETION OF THE PROJECT WITH A COPY OF THE
TRANSMITTAL LETTER (FOR RECORD KEEPING) TO THE ENGINEER.
CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR DETAILS OF BUILDINGS AND
BUILDING DIMENSIONS.
TRAFFIC CONTROLS WITHIN THE ROADWAY SHALL BE IN COMPLIANCE WITH STANDARDS OF
THE NORTH CAROLINA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
TRAFFIC CONTROL WITHIN ALL VEHICULAR AREAS IS THE RESPONSIBILITY OF THE
CONTRACTOR AND SHALL BE IN CONFORMANCE WITH THE "MANUAL OF UNIFORM TRAFFIC
CONTROL DEVICES."
ROADWAYS AND PARKING LOT DRIVE ISLES MUST BE CAPABLE OF SUPPORTING FIRE
APPARATUS DURING CONSTRUCTION.
ALL DIMENSIONS ARE IN FEET, TO OUTSIDE FACE OF BUILDING, TO CENTERLINE, CENTER
TO CENTER ON STRIPES, AND/OR TO FACE OF CURB, UNLESS OTHERWISE NOTED.
THE UTILITY DRAWINGS DO NOT SHOW EVERY OFFSET, TRANSITION, AND FITTING THAT MAY
BE REQUIRED.
CONSTRUCTION NOTES
CONTRACTOR TO PROVIDE ADEQUATE PEDESTRIAN AND VEHICULAR SIGNAGE/FENCING TO
DIRECT VISITORS AND EMPLOYEES SAFELY AROUND ALL CONSTRUCTION.
CONSTRUCTION/SAFETY FENCING REMOVED TO FACILITATE ACCESS BY THE CONTRACTOR
FOR CONSTRUCTION MUST BE REPLACED AT THE END OF EACH WORK PERIOD TO DIRECT
PEDESTRIAN TRAFFIC AWAY FROM HAZARDOUS AREAS.
CONSTRUCTION NOT OCCURING WITHIN ANY CONSTRUCTION FENCING MUST HAVE SIGNAGE
AND BARRIERS TO DIRECT PEDESTRIAN TRAFFIC AWAY FROM HAZARDOUS AREAS.
ANY EXCAVATION MUST BE BACKFILLED IN AND COMPACTED AT THE CONCLUSION OF EACH
WORK PERIOD, AND EQUIPMENT AND SUPPLIES RETURNED TO THE CONSTRUCTION
STAGING AREA.
THE CONTRACTOR MUST, AT ALL TIMES, KEEP THE PREMISES FREE FROM ACCUMULATIONS
OF WASTE MATERIALS OR RUBBISH CAUSED BY CONSTRUCTION CONTRACTOR AND
SUB -CONTRACTORS, ALL DEBRIS SHALL BE REMOVED FROM THE SITE TO MAINTAIN A
CLEAN AND SAFE WORK AREA.
CONTRACTOR SHALL RESTORE THE LAY DOWN AND STAGING AREA TO ORIGINAL
CONDITIONS AND TO THE SATISFACTION OF THE CONTRACTING OFFICER, PRIOR TO
DEMOBILIZATION AT THE CONCLUSION OF THE PROJECT.
SURVEY NOTES
SITE AND TOPOGRAPHICAL SURVEY COMPLETED ON JUNE 25, 2009 BY:
STEWART ENGINEERING, INC
421 FAYETTEVILLE ST., SUITE 400
RALEIGH, NORTH CAROLINA 27601
919-380-8750 (OFFICE)
919-380-8752 (FAX)
ENTRY ROAD AND WOUNDED WARRIOR DESIGN INFORMATION PROVIDED BY NAVFAC.
BASED ON GPS METHODS USING NORTH CAROLINA VIRTUAL REFERENCE STATION
SOLUTIONS FOR THE SURVEY CONTROL POINTS SHOWN HEREON AND TIED TO NORTH
CAROLINA GEODETIC SURVEY MONUMENTS 'TERRENCE" AND "WARE". (COMBINED SCALE
FACTOR IS 0.99991656')
"TERRENCE" N 364,248.51' E 2,491,497.01' EL 31.72'
"WARE" N 355,053.05' E 2,508,144.97' EL 36.58'
THE PROJECT IS ALSO TIED TO THE BASE CONTROL SYSTEM USING DATA PROVIDED BY
THE CAMP LEJEUNE PUBLIC WORKS OFFICE. ELEVATION AND COORDINATES PROVIDED BY
CAMP LEJEUNE ARE AS FOLLOWS:
"PW-131, N 356,187.07' E 2,496,293.15' EL 28.92'
HORIZONTAL DATUM IS NAD 83 (NSRS 2007) AND VERTICAL DATUM IS NAVD 88.
ACCORDING TO FEMA FLOOD INSURANCE RATE MAP
COMMUNITY -PANEL NUMBER 3720438400J DATED NOVEMBER 3, 2005, THE SUBJECT
PROPERTY LIES IN FLOOD ZONE 'Y' (AREA DETERMINED TO BE OUTSIDE THE 0.2%
ANNUAL CHANCE AND FUTURE CONDITIONS 1% ANNUAL CHANCE FLOODPLAIN).
THERE ARE NO PROPERTY BOUNDARIES WITHIN THE SURVEYED AREA.
DEMOLITION NOTES
ALL DEMOLITION AND SUBSEQUENT CONSTRUCTION TO BE IN ACCORDANCE WITH PLANS
AND SPECIFICATIONS APPROVED BY NAVFAC, PERMITS ISSUED, AND APPLICABLE STATE,
COUNTY, AND LOCAL CODES.
RELOCATION OF EXISTING UTILITIES TO BE COORDINATED WITH THE MCB CAMP LEJEUNE
PUBLIC WORKS DEPARTMENT AND/OR THE UTILITY PROVIDER(S).
ALL UTILITIES LOCATED IN AREAS OF DEMOLITION OR SUBSEQUENT CONSTRUCTION SHALL
BE PROTECTED FROM DAMAGE AND RIM ELEVATIONS ADJUSTED TO FLUSH WITH NEW
GRADE.
ELECTRICAL GAS UTILITY SERVICES TO BE REMOVED SHALL BE REMOVED AND RELOCATED
(AS INDICATED) BY THE UTILITY PROVIDER. CONTRACTOR SHALL SCHEDULE AND
COORDINATE THIS WORK WITH THE APPROPRIATE SERVICE PROVIDER. ALL SERVICES
SHOULD BE INSTALLED PRIOR TO THE INSTALLATION OF PAVEMENT, SIDEWALKS, CURB
AND GUTTER, OR OTHER PERMANENT FEATURES.
WHERE UTILITIES (TO BE REMOVED) IMPACT THE FOOTPRINT OF THE NEW BUILDING,
CONTRACTOR SHALL EXCAVATE AND REMOVE AN ADDITIONAL 2 FEET OF SOILS TO EITHER
SIDE OF PIPE, AND 1 FOOT BELOW TO REMOVE UNSUITABLE SOILS. SUITABLE SOILS
SHALL BE UTILIZED FOR BACKFILL. COMPACTION OF THESE SOILS PERFORMED IN
ACCORDANCE WITH SPECIFICATIONS AND SITE PLAN.
DEMOLITION, AND SUBSEQUENT CONSTRUCTION OF STORM DRAINAGE FACILITIES, SHALL BE
PERFORMED IN SUCH A MANNER THAT THE OLD PIPE AND STRUCTURES ARE REMOVED
AND NEW STRUCTURES AND PIPING ARE IMMEDIATELY PUT INTO SERVICE. CONTRACTOR
SHALL ENSURE THAT STORM DRAINAGE DOES NOT REMAIN OUT OF SERVICE FOR LONGER
THAN 12 HOURS AT A TIME. PROVISIONS SHALL BE MADE TO MAINTAIN STORM WATER
DRAINAGE DURING CONSTRUCTION.
WHERE ASPHALT/CONCRETE SECTION IS TO BE REMOVED, CONTRACTOR SHALL USE A SAW
CUT AT THE LIMITS OF DEMOLITION OR NEAREST COLD JOINT TO CREATE A CLEAN
VERTICAL EDGE.
CONTRACTOR SHALL SALVAGE CONCRETE WHEELSTOPS, WHICH ARE IN USEABLE
CONDITION, FOR RE -INSTALLATION AT THE END OF THE PROJECT.
TREE PROTECTION NOTES
ALL TREE PROTECTION FENCING SHALL BE INSTALLED PRIOR TO LAND DISTURBANCE
OPERATIONS INCLUDING TREE REMOVAL, IN SUCH A MANNER AS TO CLEARLY AND
ADEQUATELY SEPARATE ALL TREES TO BE REMOVED FROM REMAINING VEGETATION.
AT THE START OF GRADING INVOLVING THE STRIPPING OF TOPSOIL OR LOWERING OF
EXISTING GRADE AROUND A TREE, A CLEAN, SHARP, VERTICAL CUT SHALL BE MADE AT
THE EDGE OF THE TREE SAVE AREA THE SAME TIME AS OTHER EROSION CONTROL
MEASURES ARE INSTALLED. THE TREE PROTECTION FENCING SHALL BE INSTALLED ON THE
SIDE OF THE CUT FURTHEST AWAY FROM THE TREE TRUNK.
NO STORAGE OF MATERIALS, FILL, OR EQUIPMENT SHALL BE PERMITTED WITHIN ANY
PROTECTED AREA(S), AND NO TRESPASSING SHALL BE ALLOWED WITHIN THE BOUNDARY
OF THE PROTECTED AREA(S), AND SHALL BE SO NOTED ON THE GRADING AND EROSION
CONTROL PLANS AND POSTED ON THE PROTECTION FENCE. A PROTECTION FENCE
CONSTRUCTED OF MATERIAL RESISTANT TO DEGRADATION BY SUN, WIND, AND MOISTURE
FOR THE DURATION OF THE CONSTRUCTION SHALL BE INSTALLED AT THE SAME TIME AS
THE EROSION CONTROL MEASURES, AND SHALL REMAIN IN PLACE UNTIL ALL
CONSTRUCTION IN THE VICINITY OF THE TREES HAS BEEN COMPLETED.
N
TREE PROTECTION NOTES
continued) SIGNAGE," STRIPING,
THE TREE PROTECTION FENCE SHALL BE MAINTAINED ON THE SITE UNTIL ALL SITE WORK AND MARKING N 0 T E S
IS COMPLETED AND THE FINAL SITE INSPECTION PRIOR TO THE CERTIFICATE OF
OCCUPANCY (CO) IS SCHEDULED. FENCING SHALL BE REMOVED PRIOR TO THE
CONTRACTING OFFICERS FINAL SITE INSPECTION.
EROSION CONTROL NOTES
A COPY OF THE APPROVED EROSION CONTROL PLAN MUST BE ON FILE AT THE JOB SITE
AT ALL TIMES.
ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE
CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER
IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR
NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO
CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR GRADES SHOWN
INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN.
PROTECT ALL EXISTING DRAINAGE STRUCTURES WITH INLET PROTECTION WITHIN LIMITS OF
WORK.
WHEN HAND PLANTING, MULCH (HAY OR STRAW) SHOULD BE UNIFORMLY SPREAD OVER
SEEDED AREA WITHIN 24 HOURS OF SEEDING.
EROSION AND SEDIMENT CONTROL DEVICES MUST BE INSTALLED AND INSPECTED PRIOR
TO ANY GRADING ON SITE.
SEDIMENT/EROSION DEVICES MUST BE CHECKED AFTER EACH STORM EVENT. EACH
DEVICE IS TO BE MAINTAINED OR REPLACED IF SEDIMENT ACCUMULATION HAS REACHED
ONE HALF THE CAPACITY OF THE DEVICE,
CONSTRUCTION, MAINTENANCE AND REMOVAL OF ALL EROSION CONTROL DEVICES ARE THE
RESPONSIBILITY OF THE CONTRACTOR. ALL EROSION CONTROL DEVICES SHALL CONFORM
TO THE STANDARDS SET FORTH IN THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT,
HEALTH AND NATURAL RESOURCES LAND QUALITY SECTION EROSION AND SEDIMENT
CONTROL PLANNING LAND DESIGN MANUAL.
NO SEDIMENT SHALL BE ALLOWED TO RUN OFF SITE. IF SEDIMENT IS TRACKED ONTO THE
ROADWAY, IT MUST BE CLEANED OFF DAILY.
ADDIWNAL MEASURES, BEYOND APPROVED PERMITTED DESIGN, TO CONTROL EROSION
AND SEDIMENT MAY BE REQUIRED BY A LOCAL REPRESENTATIVE OF THE STATE, CITY, OR
COUNTY.
ANY GRADING BEYOND THE LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE STATE
EROSIDN CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
CONSTRUCTION AND MAINTENANCE OF ALL EROSION CONTROL DEVICES SHALL CONFORM
TO THE STANDARDS SET FORTH IN THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT,
HEALTH AND NATURAL RESOURCES LAND QUALITY SECTION EROSION AND SEDIMENT
CONTROL PLANNING LAND DESIGN MANUAL.
GROUND COVER SHALL BE PROVIDED ON EXPOSED SLOPES WITHIN 14 WORKING DAYS
FOLLOWING COMPLETION OF ANY PHASE OF GRADING AND PERMANENT GROUND COVER
FOR :ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR 30 CALENDAR DAYS FOLLOWING
COMPLETION OF CONSTRUCTION OR DEVELOPMENT IN ANY PHASE.
SIDEWALK/PAVING/CURBING NOTES
WHERE NEW CURB AND GUTTER TIES TO EXISTING CURB OR CURB AND GUTTER, A
TRANSITION OF 10' SHALL BE MADE TO CONFORM TO THE EXISTING HEIGHTS, WIDTHS,
AND SHAPES.
INSTALL EXPANSION JOINT WITH THICKENED EDGE WHERE CONCRETE PAVEMENT ABUTS
BUILDINGS, MANHOLES, INLETS AND OTHER STRUCTURES IN THE PAVEMENT UNLESS
NOTED OTHERWISE.
ALL FREE CONCRETE PAVEMENT EDGES ABUTTING GRASSED, GRAVEL OR ASPHALT
PAVEMENT SHALL BE THICKENED.
CONSTRUCTION JOINTS SHALL BE USED AT THE END OF EACH DAY'S PLACING
OPERATIONS AND WHEN CONCRETE PLACEMENT IS INTERRUPTED FOR 30 MINUTES OR
LONGER.
ALL ODD SHAPED SLABS AND SLABS WITH PENETRATIONS (FOR UTILITIES, BASINS,
BOLLARDS, ETC.) SHALL BE REINFORCED WITH WWF (6x6 W2.9/W2.9).
SLOPE OF PAVEMENT WITHIN HANDICAPPED PARKING SPACES AND ACCESS AISLES SHALL
NOT EXCEED 2% IN ANY DIRECTION.
ALL HANDICAP RAMPING SHALL CONFORM TO ADA STANDARDS FOR ACCESSIBLE DESIGN.
ALL SIGNAGE SHALL CONFORM TO MUTCD AND NCDOT STANDARDS. SIGNAGE SHALL BE AS
INDICATED IN PLAN, AND INSTALLED BY CONTRACTOR.
ALL LOT STRIPING AND DIRECTIONAL ARROWS SHALL BE WHITE PAINT AND SHALL
CONFORM TO STATE DOT STANDARDS AND SPECIFICATIONS.
CROSSWALKS SHALL BE MARKED WITH THERMOPLASTIC MATERIALS AND CONSTRUCTED IN
ACCORDANCE WITH STATE DOT SPECIFICATIONS. CONTRACTOR TO INSTALL CROSSWALKS IN
SUCH A MANNER THAT CROSSWALKS ARE ALIGNED BETWEEN HANDICAP/WALKWAY ACCESS
POINTS OR PERPENDICULAR TO THE ROADWAY/DRIVE LANE.
SOME PAINTED MARKINGS IN THESE PLANS MAY BE SHOWN FOR INFORMATIONAL
PURPOSES ONLY AND WILL NOT BE REQUIRED WHERE PARKING/DRIVE AREAS ARE
INSTALLED AS GRAVEL.
ALL HANDICAP STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO ADA STANDARDS
FOR ACCESSIBLE DESIGN.
STANDARD R7-8a RESERVED PARKING AND MAXIMUM PENALTY $250 NCGS 20-37.6
SIGNS MUST BE INSTALLED IN FRONT OF THE HANDICAPPED PARKING SPACES. VAN
ACCESSIBLE SIGN(S) MUST BE PROVIDED IN FRONT OF VAN ACCESSIBLE SPACES.
GENERAL UTILITY NOTES
A LICENSED UTILITY CONTRACTOR MUST PERFORM ALL UTILITY WORK INVOLVED IN
CONSTRUCTING THIS PROJECT.
NCDENR WATER AND SEWER PERMITS ARE REQUIRED. NO WORK SHALL BE DONE PRIOR
TO RECEIVING THESE PERMITS.
CONTRACTOR SHALL ISOLATE ALL NEW PIPING FROM EXISTING PIPING UNTIL ALL NEW
PIPING HAS BEEN TESTED AND ACCEPTED FOR SERVICE.
EXISTING UTILITIES SHALL BE PROTECTED DURING ALL CONSTRUCTION.
CONTRACTOR SHALL NOTIFY AND RECEIVE APPROVAL FROM THE CONTRACTING OFFICER AT
LEAST 10 DAYS PRIOR TO ANY UTILITY DISRUPTION.
WATER NOTES
ALL UNDERGROUND UTILITIES AND FIRE HYDRANTS MUST BE TESTED AND ACCEPTED
PRIOR TO STRUCTURAL CONSTRUCTION OF THE BUILDING(S) WHICH THEY SERVE.
ALL BACKFLOW PREVENTION ASSEMBLIES TO BE LOCATED WITHIN THE BUILDING
MECHANICAL ROOMS UNLESS LOCATED ON PLANS.
WHERE WATERLINE CROSSES UNDERNEATH STORM DRAINAGE PIPE, CONTRACTOR SHALL
PROVIDE A MINIMUM 12" VERTICAL CLEARANCE BETWEEN PIPES.
SANITARY SEWER NOTES
CLEANOUT SYMBOLS SHOWN ON THESE PLANS REPRESENT LOCATION OF SURFACE
ACCESS POINT. CONTRACTOR SHALL LOCATE WYE APPROPRIATELY BASED ON PIPE DEPTH.
SPACE CLEANOUTS AT 75 FEET MAXIMUM. LOCATE CLEANOUTS AT ALL VERTICAL AND
HORIZONTAL CHANGES OF DIRECTION.
MINIMUM SLOPE: 4" SEWER SERVICE - 2.00% SLOPE
6" SEWER SERVICE - 1.00% SLOPE
8" SEWER SERVICE - 0.50% SLOPE
MANHOLES LOCATED IN PAVEMENT, CONCRETE OR OTHER TRAFFIC AREAS SHALL BE SET
AT GRADE. MANHOLES LOCATED IN OTHER AREAS (I.E. GRASS OR WOODED AREAS) SHALL
HAVE THEIR RIMS SET AT GRADE (UNLESS OTHERWISE INDICATED BY RIM ELEVATION).
WHERE EXISTING SERVICE/MAIN IS REMOVED FROM AN EXISTING UTILITY STRUCTURE,
CONTRACTOR TO PERMANENTLY PLUG OPENINGS THROUGH STRUCTURE WALL.
PROFILES ARE TAKEN OVER CENTERLINE OF HORIZONTAL ALIGNMENT OF PIPE.
JUN 1 8 2010
IN0
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SEAL
SMITHGROUP /
CLARK-NEXSEN,
A JOINT VENTURE
324 BLACKWELL ST STE 1104
DURHAM, NC 27701-3600
SMITHGROUP
annitecture engineering interiors planning
T 202.842.2100
CLARK • NEXSEN
T 919.828.1876
A/E INFO
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PROJECT NO.: P1857
CONSTR. CONTR. NO.
N40085-09-C-3212
NAVFAC DRAWING NO.
12569526
SHEET 6 OF 661
C-001
DRAWFORM REVISpN: 10 MARCH 2O09
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GENERAL GRADING NOTES
REFER TO FINAL CONSTRUCTION PLANS FOR CLEARING LIMITS AND TEMPORARY EROSION
CONTROL DEVICES TO BE INSTALLED PRIOR TO COMMENCING CONSTRUCTION.
EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED CONTINUOUSLY,
RELOCATED WHEN AND AS NECESSARY, AND SHALL BE CHECKED AFTER EVERY RAINFALL.
SEEDED AREAS SHALL BE CHECKED REGULARLY AND SHALL BE WATERED, FERTILIZED,
RESEEDED, AND MULCHED AS NECESSARY TO OBTAIN A DENSE STAND OF GRASS.
PRIOR TO LAND DISTURBANCE, THE CONTRACTOR SHALL STAKE OUT AND MARK THE
LIMITS OF PAVEMENT AND OTHER ITEMS ESTABLISHED IN THE PLANS. THE CONTRACTOR
SHALL PROVIDE ALL NECESSARY SURVEYING FOR LINE AND GRADE CONTROL POINTS
RELATED TO EARTHWORK.
CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANIES FOR ANY REQUIRED
UTILITY ADJUSTMENTS AND/OR RELOCATIONS.
MATERIALS USED TO CONSTRUCT EMBANKMENTS FOR ANY PURPOSE, BACKFILL AROUND
DRAINAGE STRUCTURES, OR IN UTILITY TRENCHES FOR ANY OTHER DEPRESSION
REQUIRING FILL OR BACKFILL SHALL BE COMPACTED PER THE SPECIFICATIONS. THE
CONTRACTOR SHALL, PRIOR TO ANY OPERATIONS INVOLVING FILLING OR BACKFILLING,
SUBMIT THE RESULTS OF THE PROCTOR TEST TOGETHER WITH A CERTIFICATION THAT THE
SOIL TESTED IS REPRESENTATIVE OF THE MATERIALS TO BE USED ON THE PROJECT.
TESTS SHALL BE CONDUCTED BY A CERTIFIED MATERIALS TESTING LABORATORY AND THE
CERTIFICATIONS MADE BY A LICENSED PROFESSIONAL ENGINEER REPRESENTING THE
LABORATORY.
ALL SPOT GRADE ELEVATIONS IN CURB AND GUTTER REPRESENT GUTTER FLOWLINE
ELEVATION AT FACE OF CURB UNLESS OTHERWISE NOTED (ADD 6" FOR TOP OF CURB).
WHERE FILL IS TO BE PLACED ON EXISTING SLOPES STEEPER THAN 4:1, CONTRACTOR
SHALL EXCAVATE BENCHES WITH A MAXIMUM DEPTH OF 3'.
C THE CONTRACTOR SHALL COORDINATE WITH THE GEOTECHNICAL ENGINEER FOR
APPROPRIATE SLOPE STABILIZATION ON ALL SLOPES STEEPER THAN 3:1.
TOP OF WALL ("TW") AND BOTTOM OF WALL ("BW") GRADES SHOWN ON THESE PLANS
REPRESENT FINISHED GROUND ADJACENT TO WALL.
STORM DRAINAGE NOTES
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THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL DIMENSIONS SHOWN, INCLUDING
THE HORIZONTAL AND VERTICAL LOCATION OF CURB INLETS AND GRATE INLETS AND ALL
UTILITIES CROSSING THE STORM SEWER.
THE LOCATIONS OF STORM SEWER STRUCTURES SHOWN ON THESE PLANS ARE
APPROXIMATE. THE CONTRACTOR SHALL STAKE ALL CURB INLET STRUCTURES SUCH THAT
INLET TOPS ALIGN HORIZONTALLY WITH NEW CURB LOCATIONS. WHERE NEW STORM
SEWERS TIE TO EXISTING STRUCTURES, PIPES, ETC., THE CONTRACTOR SHALL FIELD
ADJUST NEW STORM SEWERS TO MATCH THE LOCATIONS OF THESE EXISTING FEATURES.
ALL ROOF LEADER DRAIN LINES ARE TO BE INSTALLED AT A MINIMUM OF 1% SLOPE.
COMPACTION NOTES
WHEN MATERIALS, WHICH ARE DEEMED UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR
PAVEMENT PURPOSES BY THE TESTING LABORATORY, OCCUR WITHIN THE LIMITS OF
BUILDING OR PAVEMENT CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE
CONTRACTING OFFICER PRIOR TO REMOVING AND REPLACING THE UNSUITABLE SOIL.
ONCE APPROVED, THE CONTRACTOR SHALL EXCAVATE SUCH MATERIAL BELOW THE
SUBGRADE SHOWN ON PLANS AND THE AREAS SO EXCAVATED SHALL BE BACKFILLED
WITH APPROVED SUITABLE MATERIALS.
BORROW AREA NOTES
CONTRACTOR IS RESPONSIBLE TO ENSURE BORROW AREA HAS AN APPROVED EROSION
CONTROL PERMIT AND APPROPRIATE MEASURES IN PLACE PRIOR TO ANY LAND
DISTURBING ACTIVITY. THE LOCATION OF THE BORROW PIT IS AT THE CORNER OF
MCHUGH BLVD AND SNEADS FERRY ROAD.
TOPSOILS SHALL BE REMOVED FROM BORROW AREA AND STOCKPILED AT THE BORROW
SITE AND SPREAD AT THE COMPLETION OF GRADING ACTIVITY.
AT THE CONCLUSION OF THE PROJECT, SOILS IN THE BORROW AREA SHALL BE GRADED
SMOOTH, COMPACTED, SEEDED, STABILIZED AND INSPECTED.
BORROW AREA IS LOCATED AT THE INTERSECTION OF McHUGH BLVD AND SNEADS FERRY
ROAD.
2
ABC
AGGREGATE BASE COURSE
BLDG
BUILDING
BM
BENCH MARK
BMP
BEST MANAGEMENT PRACTICE
CONIC
CONCRETE
CLF
CHAIN LINK FENCE
CMP
CORRUGATED METAL PIPE
CPP
CORRUGATED PLASTIC PIPE
CO
CLEAN OUT
COND
CONDUIT
DIP
DUCTILE IRON PIPE
E
EAST, EXISTING
ELEC MH
ELECTRIC MANHOLE
ELEV
ELEVATION
ES
EXISTING STORM
EUT
EXISTING UNDERGROUND TELEPHONE
EW
EXISTING WATER, EACH WAY
EX
EXISTING
FFE
FINISH FLOOR ELEVATION
FL
FLOW LINE
FH
FIRE HYDRANT
HPS
HIGH PRESSURE STEAM
INV
INVERT
MG
MATCH GRADE
MIN
MINIMUM
MUTCD
MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES
mC
UIRRUENTER
PC
PUMPED CONDENSATE
PP
POWER POLE
PVC
POLYVINYL CHLORIDE
RCP
REINFORCED CONCRETE PIPE
R
RADIUS
S
SOUTH/SANITARY SEWER
SAN
SANITARY
SAN FM
SANITARY FORCE MAIN
SD
STORM DRAIN
SF
SILT FENCE
SHWT
SEASONAL HIGH WATER TABLE
STM
STEAM
STY
STORY
SAN MH
SANITARY SEWER MANHOLE
TBM
TEMPORARY BENCHMARK
TIC
TOP OF CURB
TEL PED
TELEPHONE PEDESTAL
TMH
TELEPHONE MANHOLE
T.O.B.
TOP OF BANK
T.O.S.
TOE OF SLOPE
TP
TREE PROTECTION
TYP
TYPICAL
WV
WATER VALVE
WWF
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SURVEY BENCHMARK
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STORM DRAIN INLET
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LIGHT DUTY ASPHALT PAVEMENT (SEE DETAIL Al/C1501)
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LIGHT DUTY CONCRETE PAVEMENT (SEE DETAIL Al/C1501)
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CLARK-NEXSEN,
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324 BLACKWELL ST STE 1104
DURHAM, NC 27701-3600
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a¢hjt tore engineering interiors planning
T 202.842.2100
CLARK * NEXSEN
T 919.828.1876
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archil,wWre engineering interiors plannilg
T 202.842.2100
CLARK • NEXSEN
T 919.828.1876 INro
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T 202.842.2100
CLARK • NEXSEN
T 919.828,1876
A/E INFO
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DURHAM, NC 27701-3600
SMITHGROUP
architeCNre engineering interiors planning
T 202.842.2100
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CLARK-NEXSEN,
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324 BLACKWELL ST STE 1104
DURHAM, NC 27701-3600
SMITHGROUP
amhiteaure engineering interiors plawng
T 202.842.2100
CLARK • NEXSEN
T 919.828.1876 p/E INFO
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SHEET 46 OF 661
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324 BLACKWELL ST STE 1104
DURHAM, NC 27701-3600
SMITHGROUP
whirature engineering interiors planning
T 202.842.2100
CLARK • NEXSEN
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architecture engineering Interiors planning
T 202.842.2100
CLARK •NEXSEN
T 919.828.1876 A/E NFO
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SEAL
SMITHGROUP /
CLARK-NEXSEN,
A JOINT VENTURE
324 BLACKWELL ST STE 1104
DURHAM, NC 2770W600
SMITHGROUP
architecture engineerng inreeors planning
T 202.542.2100
CLARK • NEXSEN
T 919.828.1876
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SEAL
SMITHGROUP /
CLARK-NEXSEN,
A JOINT VENTURE
324 BLACKINELL ST STE 1104
DURHAM, NC 27701-3600
SMITHGROUP
archltxtue engineering intemrs planning
T 202,842.2100
CLARK • NEXSEN
T 919.828.1876 A/E INFO
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SMITHGROUP
CLARK-NEXSEN,
A JOINT VENTURE
324 BLACKWELL ST STE 1104
DURHAM, NC 27701-3600
SMINGROUP
archii engineering interiors planning
T 202.842.2100
CuRK • NEXSEN
T 919.828.1876
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Upstream
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Slope (%)
Structure Type
Name
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Invert
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81
15"
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10.20
13.90
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102
24"
RCP
1.000/0
10.20
9.18
14.01
Drop Inlet
A3-01
13
24"
RCP
1.40%
9.18
9.00
13.64
Junction Box
0-1
11.79
Flared End Section
A4-A5
21
15"
RCP
1.00D/
15.50
15.30
17.46
Flared End Section
A5
15.30
17.26
Flared End Section
A6-A7
22
15"
RCP
1.000/0
15.50
15.30
17.46
Flared End Section
A7
17.26
Flared End Section
B1-B2
169
15"
RCP
0.50D/
12.07
11.23
19.15
Catch Basin
62-133
110
15"
RCP
1.01%
11.23
10.68
17.51
Catch Basin
B3-B4
80
24"
RCP
0.500/
10.68
10.28
13.74
Drop Inlet
B4-B5
40
24"
RCP
0.31%
10.28
10.08
12.96
Drop Inlet
B5-B9
23
30"
RCP
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10.07
9.97
14.63
Catch Basin
B6-B8
45
15"
RCP
0.71%
12.00
11.68
15.50
Catch Basin
B8-B5
69
18" RCP (CLASS
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0.50D/
11.68
11.34
14.54
Catch Basin
B9-B10
215
30"
RCP
0.30%
9.97
8.87
14.52
Catch Basin
B10-B11
45
30"
RCP
0.31%
8.87
8.65
14.36
Catch Basin
811-1314
113
36"
RCP
0.30%
8.65
8.26
14.88
Catch,Basin
B12-B13
80
12"
RCP
4.00%
16.38
13.17
21.06
Junction Box
B13-Bll
83
15"
RCP
1.73%
13.17
11.75
16.28
Junction Box
B16-B17
123
24"
RCP
1.62%
14.25
12.25
22.37
Drop Inlet
1317-1314
153
24"
RCP
2.00%
12.25
9.19
20.53
Junction Box
B19-B8
18
12" RCP (CLASS
IV)
0.50%
10.52
10.43
13.78
Catch Basin
B14-02
32
36"
RCP
0.500/
8.26
8.00
16.80
Junction Box
0-2
11.92
Flared End Section
Cl-C2
80
2411 RCP (CLASS
IV)
0.51%
22.75
22.34
25.75
Drop Inlet
C2-C3
69
24"
RCP
0.99%
22.34
21.66
25.69
Drop Inlet
C3-03
33
30"
RCP
0.36%
22.29
22.17
27.00
Junction Box
0-3
22.33
Flared End Section
C5-C6
109
15"
RCP
1.00•0
23.57
22.48
25.25
Flared End Section
C7-C8
139
15"
RCP
0.50•/
23.00
22.28
24.96
Flared End Section
C8-C9
49
15"
RCP
0.50DD/
22.28
21.89
25.10
Junction Box
C-9
21.89
25.00
Catch Basin (Modified)
C10-C11
22
15"
RCP
1.80•D/
24.71
24.30
26.66
Flared End Section
C-11
24.30
26.26
Flared End Section
C12-C13
20
15"
RCP
1.87%
26.25
25.87
26.25
Flared End Section
C-13
25.87
Flared End Section
D4-D5
62
15"
RCP
1.00D/
29.02
28.39
33.60
Catch Basin
D5-D8
17
15"
RCP
2.00%
28.39
28.05
32.22
Catch Basin
D8-D9
88
15"
RCP
3.40%
28.05
25.00
32.06
Catch Basin
D9-04
61
15"
RCP
2.90%
25.00
23.25
27.80
Junction Box
0-4
24.46
Flared End Section
El-E2
75
24"'
RCP
0.51%
12.40
12.02
18.95
Junction Box
E2-E3
34
36"
RCP
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12.02
11.85
18.40
Junction Box
E3-E4
164
36"
RCP
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11.85
10.87
19.04
Junction Box
E4-E5
58
36"
RCP
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10.87
9.00
17.50
Junction Box
E5-E6
54
48"
RCP
4.10%
9.00
6.78
16.40
Junction Box
E7-E8
52
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RCP
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12.74
12.48
14.99
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E8-06
63
18"
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11.80
15.72
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0-6
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300
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6.57
5.67
14.97
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E-9
10.84
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E-10
16.40
21.86
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25
12"
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19.24
21.73
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59
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19.40
22.00
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76
30"
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15.75
15.00
23.98
Junction Box, Gasket Joints
F13-F10
15
15"
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1.00%
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23.00
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23.32
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17.44
25.77
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20.79
24.44
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33
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41
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15.00
17.96
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0-8
16.96
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3 1 4 1 5
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15
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SEAL
SMITHGROUP /
CLARK-NEXSEN,
A JOINT VENTURE
324 BLACKWELL ST STE 1104
DURHAM, NC 27701-3600
SMITHGROUP
a¢NtKture englneenng interiors planning
T 202.842.2100
CLARK • NEXSEN
T 919.828.1876 A/E INFO
FOR COMMANDER NNWAC
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12569572
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ACCORDING TO THE SEDIMENTATION POLLUTION CONTROL ACT OF 1973
(NORTH CAROLINA GENERAL STATUTE 113A 51-66) THIS PROJECT IS
SUBJECT TO AN APPROVED SEDIMENTATION AND EROSION CONTROL PLAN.
THE CONTRACTOR SHALL ADHERE TO ALL OF THE CONDITIONS SET FORTH IN
THE APPROVED PLAN, AS PRESCRIBED BY NCDENR. A COPY OF THE
APPROVED SEDIMENTATION AND EROSION CONTROL PLAN SHALL BE
DISPLAYED AT THE JOB SITE AT ALL TIMES.
THERE SHALL BE NO DISTURBANCE WITHIN FIVE (5) FEET OF THE WETLANDS
EXCEPT AT THE LOCATION OF AN EXISTING OUTLET PIPE TO BE REMOVED,
WEST OF THE PROPOSED BUILDING. WETLANDS ARE LOCATED AT THE
EXISTING PIPE OUTLET & HEADWALL. THE HEADWALL WILL REMAIN IN PLACE
PREVENTING ANY DISTURBANCE OF THE WETLANDS.
SEQUENCE OF CONSTRUCTION ACTIVITIES L
1. A PRECONSTRUCTION CONFERENCE MUST BE HELD 48 HOURS PRIOR TO
THE START OF ANY CONSTRUCTION ACTIVITIES.
2. INSTALL CONSTRUCTION ENTRANCES.
3. DETERMINE AND MARK LIMITS OF DISTURBANCE.
4. INSTALL TREE PROTECTION FENCING, PERIMETER SILT FENCE, AND SILT
FENCE OUTLETS.
5. CLEAR AND GRUB SITE. STOCKPILE TOPSOIL IN AN AREA TO PREVENT
EROSION INTO EXISTING DITCHES OR WETLANDS. PLACE SILT FENCE
AROUND PERIMETER OF STOCKPILE.
6. CONSTRUCT REMAINING EROSION CONTROL MEASURES AS REQUIRED.
7. MASS GRADE SITE.
8. CONSTRUCT SITE UTILITIES AND BUILDING ADDITIONS.
9. INSPECT AND MAINTAIN ALL EROSION CONTROL MEASURES EVERY 7
DAYS AND AFTER EACH SIGNIFICANT RAINFALL (0.5 INCHES OR GREATER)
AND DOCUMENT WITH INSPECTION REPORTS.
10. PLACE TEMPORARY SEEDING ON ALL DISTURBED AREAS THAT WILL BE
IDLE 14 DAYS OR LONGER.
11. COMPLETE CONSTRUCTION AND FINAL GRADING.
12. PERMANENT GRASS SHALL BE INSTALLED FOR ALL AREAS AT FINAL
GRADE AND IN SEASON. FERTILIZE, WATER AND RESEED AS REQUIRED
10 ESTABLISH AND MAINTAIN A VIGOROUS STAND OF GRASS.
13. AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABILIZED, (A)
REMOVE ALL ACCUMULATED SEDIMENT FROM SEDIMENT TRAPPING
MEASURES AND SPREAD EVENLY ACROSS THE SITE. (8) REMOVE
TEMPORARY EROSION CONTROL MEASURES, SMOOTH AREA AND APPLY
APPROPRIATE GRASS.
SEQUENCE OF CONSTRUCTION ACTIVITIES
1. CONTRACTOR TO CHECK ALL EROSION AND SEDIMENT CONTROL
PRACTICES FOR INTEGRITY FOLLOWING EVERY RUNOFF PRODUCING
RAINFALL EVENT, OR AT A MINIMUM, ONCE A WEEK. ANY REPAIRS WILL
BE MADE IMMEDIATELY TO MAINTAIN THE FUNCTION OF THE DESIGN
MEASURES.
2. CONTRACTOR TO REMOVE ALL SEDIMENT FROM THE SEDIMENT FENCE
WHEN IT BECOMES A HALF OF A FOOT DEEP AT THE FENCE BASE.
SEMMENT FENCE TO BE REPAIRED AS NECESSARY TO MAINTAIN PROPER
FUNCTION.
3. THE SEDIMENT FENCING AREA AND COLLECTED SEDIMENTS WILL BE
REMOVED AND BROUGHT TO GRADE AFTER THE CONTRIBUTING AREA HAS
BEEN PROPERLY STABILIZED.
4. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND
MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO
MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
5. CONTRACTOR TO SWEEP AND KEEP CLEAN OF SEDIMENT THE ROADWAY
ADJACENT TO THE PROJECT SITE AS NECESSARY.
6. AT NO POINT IN TIME MAY EXPOSED DISTURBANCE EXCEED 20 ACRES.
7. CONTRACTOR TO REMOVE SEDIMENT FROM ALL SEDIMENT TRAPS PRIOR
TO CONVERSION INTO STORMWATER BMPS.
GRAPHIC SCALE
0 100' 200'
1 "=100'
JUN i S 2010
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QFD
SEAL
SMITHGROUP /
CLARK-NEXSEN,
A JOINT VENTURE
324 BLACKWELL ST STE 1104
DURHAM, NC 27701-3600
SMITHGROUP
architecture_ engineering interiors glanning
T 202.842.2100
CLARK • NEXSEN
T 919.828.1876
A/E INFO
FOR COMMANDER MVFAC
XINM
S1T6FACTORt TO DATE —
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12569573
SHEET 53 OF 661
CG110
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CHANNEL B1-1: ; CH,
SHAPE = TRAPEZOIDAL SHY
MIN. DEPTH (FT) = 0.50 MIN
BOTTOM WIDTH (FT) = 7.0 B01
SIDE SLOPES (X:1) = 3.0 SIDI
SLOPE (%) = 1.70 SLC
SEDIMENT BASIN 'B': LINING = STRAW WITH NET W/ MIN. SHEAR LINI
(PROPOSED WET POND TO BE USED AS BASIN) STRESS OF 0.75psf
TRAP SIDE SLOPES (X:1) = 3.0
STORAGE DEPTH (FT) = 2.0 1 -
STORAGE REQUIRED (CF) = 25,776
STORAGE PROVIDED (CF) = 49,566 /,= A3 -
SURFACE AREA REQUIRED (SF) = 13,657' CG504
SURFACE AREA PROVIDED (SF) = 29,451
BOTTOM OF TRAP ELEVATION = 8.0 ,; ; '"-----------
SPILLWAY ELEVATION = 10.5 '
Z SPILLWAY LENGTH (FT) = 35 �'' --- • �—�-''
TOP OF BERM ELEVATION = 12.0 ; ' /' ---
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SEDIMENT BASIN
TEMPORARY SEDIMENT TRAP
STONE WEIR
TEMPORARY SEEDING
OUTLET STABILIZATION STRUCTURE
TREE PROTECTION
BLOCK AND GRAVEL INLET PROTECTION
TEMPORARY SEDIMENT (SILT) FENCE
TEMPORARY GRAVEL CONSTRUCTION
ENTRANCE/EXIT
TEMPORARY DIVERSION DITCH
LIMITS OF WORK
GRAPHIC SCALE
1 "=30' 1
JUN 1 8 2010
120'
0
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SMITHGROUP /
CLARK-NEXSEN,
A JOINT VENTURE
324 BLACKWELL ST STE 1104
DURHAM, NC 27701-3600
SMITHOROUP
architecture engineertrg iritcnors Planning
T 202.842.2100
CLARK • NEXSEN
T 919.828.1876 ArE INFO
APPROVED
FOR COMWNDER NAVFAL
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NAVFAC DRAWING NO.
12569574
SHEET 54 OF 661
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DRAWFORM REVISION: 10 MARCH 2O09
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f` CG504 ' r CHANNEL B1-1 I°
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CHANNEL B1-1:
SHAPE = TRAPEZOIDAL
MIN. DEPTH (FT) = 0.75
BOTTOM WIDTH (FT) = 7.5
SIDE SLOPES (X:1) = 3.0
SLOPE (%) = 1.70
LINING = FIBERGLASS NETTING W/ MIN. SHEAR
STRESS OF 0.60psf
CHANNEL B1-2:
SHAPE = TRAPEZOIDAL
MIN. DEPTH (FT) = 0.75
BOTTOM WIDTH (FT) = 5.5
SIDE SLOPES (X:1) = 3.0
SLOPE (%) = 1.70
LINING = FIBERGLASS NETTING W/ MIN. SHEAR
STRESS OF 0.60psf
CHANNEL 131-3:
SHAPE = TRAPEZOIDAL
MIN. DEPTH (FT) = 0.75
BOTTOM WIDTH (FT) = 3.0
SIDE SLOPES (X:1) = 3.0
SLOPE (%) = 1.70
LINING = FIBERGLASS NETTING W/ MIN. SHEAR
STRESS OF 0.60psf
1
0
0
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N
SEAL
SMITHGROUP /
CLARK-NEXSEN,
A JOINT VENTURE
324 BLACKWELL ST STE 1104
DURHAM, NC 27701-3600
SMITHOROUP
arthKe Lure engineering in2rims planning
T 202.842.2100
CLARK • NEXSEN
T 919.828.1876 NE INFO
n:9 Xjlf'
FOR COMMANDER NAVFAC
ACTMIT
SATISFACTORY TO DATE
DESVJC IDRWSBTICHKRLB
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EPROJECT NO.: P1857
CONSTR. CONTR. NO.
0 30' 60' 120' N40085-09—C-3212
1 "=30' NAVFAC DRAWING NO.
12569575
SHEET 55 OF 661
CG112
5 DRAWFORM REVISION: 10 MARCH 2OD9
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SEDIMENT BASIN 'A':
(PROPOSED WET POND TO BE USED AS BASIN)
TRAP SIDE SLOPES (X:1) = 3.0
STORAGE DEPTH (FT) = 2.0
STORAGE REQUIRED (CF) = 8,626
STORAGE PROVIDED (CF) = 18,376
SURFACE AREA REQUIRED (SF) = 4,540
SURFACE AREA PROVIDED (SF) = 5,636
BOTTOM OF TRAP ELEVATION = 8.5
SPILLWAY ELEVATION = 10.5
SPILLWAY LENGTH (FT) = 35
TOP OF BERM ELEVATION = 12.0
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MIN. DEPTH (FT) = 0.50
SIDE SLOPES (X:1) = 3.0
SLOPE (%) = 1.30
LINING = SOD
CHANNEL A2:
SHAPE = TRAPEZOIDAL
MIN. DEPTH (FT) = 0.50
BOTTOM WIDTH (FT) = 2.0
SIDE SLOPES (X:1) = 3.0
SLOPE (%) = 2.70
LINING = FIBERGLASS NETTING W/ MIN. SHEAR
STRESS OF 0.60psf
CHANNEL Al
SHAPE = TRAPEZOIDAL
MIN. DEPTH (FT) = 0.50
BOTTOM WIDTH (FT) = 3.0
SIDE SLOPES (X:1) = 3.0
SLOPE (%) = 2.20
LINING = FIBERGLASS NETTING W/ MIN. SHEAR
STRESS OF 0.60psf
GRAPHIC SCALE
1 "=30'
JUN i 8 ?010
a
a
sE
SMITHGROUP /
CLARK-NEXSEN,
A JOINT VENTURE
324 BLACKWELL ST STE 1104
DURHAM, NC 27701-3600
SMIAGROUP
architecture engineering inIaiors 2 anninq
T 202.842.2100
CI.ARK • NEXSEN
T 919.828.1876 A/E INFO
' FOR C0 WNDER NAVFAC I
ACiMtt
SATISFACTORY TO DATE —
DES VjC
I DRWSBT
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CONSTR. CONTR. NO.
N40085-09—C-3212
NAVFAC DRAWING NO.
12569576
SHEET 56 OF 661
CG113
DRAWFORM REVISION: 10 MARCH 2O09
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ASPHALT JJ a CONSTR. CONTR. NO-
0 30' 60' 120' N40085-09-C-3212
1 =301 NAVFAC DRAWING NO.
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SHEET 57 OF 661
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1 1 2 1 3 1 4 5 DRAWFORN REVISION: 10 MARCH 2O09
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CHANNEL C2:
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MIN. DEPTH (FT) = 0.50
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LINING = JUTE NETTING W/ MIN. SHEAR
STRESS OF 0.45psf
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A
SEAL
SMITHGROUP /
CLARK-NEXSEN,
A JOINT VENTURE
324 BLACKWELL ST STE 1104
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architecture engineenng!nrenors, anning
T 202.842.2100
CLARK • NEXSEN
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TRAP SIDE SLOPES (X:1)
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STORAGE REQUIRED (CF) =
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GRAPHIC SCALE
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JUN 1 8 2010
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324 BLACKWELL ST STE 1104
DURHAM, NC 27701-3600
SMITHGROUP
a¢f mWure engineering interiors planning
T 202.942.2100
CLARK • NEXSEN
T 919.828.1876
A/E INFO
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FOR COMMANDER NAVFAC
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CONSTRUCT WITH PIPE CROWNS MATCHING.
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DIMENSIONS OF BOX & PIPE
CUBIC YARDS
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0.592
0.015 0.026
15"
2'-3"
0.648
0.023 0.036
18"
2'-6"
0.703
0.033 0.049
24"
3'-0"
0.814
0.059 0.085
30"
3'-0"
2'-0"
3'-6"
0.222
6.222
C.925
0.092 0.127
#4 BAR
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SEAL
SMITHGROUP /
CLARK-NEXSEN,
A JOINT VENTURE
324 BLACKWELL ST STE 1104
DURHAM, NC 27701J600
SMITHGROUP
architecture engineering Mrsors planning
T 202.842.2100
CLARK • NEXSEN
T 919.828.1876
A/E INFO
APPRM
' FOR 71 MIDER NAVFAC '
AclNlrr
SATISFACTORY TO DATE -
DES VJ C
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CONSTR. CONTR. NO.
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NAVFAC DRAWING NO.
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SHEET 80 OF 661
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/- BRICK MAY BE USED
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COVER TO SURFACE
ELEVATION MAX. 1'
p u
OUTLET PIPE . J.
a EORF �112
A o 6
SECTION
6„ C-C OR D-D
SECTION X-X
6.
144
91
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fill
-- B
\ DOWEL
61 SEE NOTE 3'
SECTION Y-Y
JUNCTION BOX
NO SCALE
TOP OF BERM
EMERGENCY
NO SCALE
GENERAL NOTES:
CHAMFER ALL EXPOSED CORNERS 1".
USE CLASS "B" CONCRETE THROUGHOUT.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR
#4 BAR DOWELS AT 12" CENTERS AS DIRECTED BY THE ENGINEER.
USE FORMS TO CONSTRUCT THE BOTTOM SLAB.
IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX,
ADD TO BASE AS SHOWN ON STANDARD NO. 840.00.
PROVIDE ALL JUNCTION BOXES OVER 3'-6" IN DEPTH WITH STEPS
12" ON CENTERS IN ACCORDANCE WITH STD. NO. 840.66.
ADJUST THE STEEL, CONCRETE AND BRICK MASONRY QUANTITIES
TO INCLUDE THE ADDITION OF THE MANHOLE (I.E. DIAGONAL BARS
SHORTENED AROUND OPENING IN TOP SLAB, ADDITIONAL VARIABLE
HEIGHT BRICK MASONRY, OPENING IN TOP SLAB.)
MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO TOP
ELEVATION IS 12 FEET.
#4 BAR
6 DOWEL
DIMENSIONS AND QUANTITIES FOR CONCRETE JUNCTION BOXES
DIMENSIONS OF BOX AND PIPE
REINFORCEMENT
BARS "A"
TOP SLAB
DIMENSIONS
CUBIC YARDS
IN BOX
TOTAL QUANTITIES
BOX AND SLABS
DEDUCTIONS FOR ONE
PIPE CU.YDS.
PIPE
SPAN
WIDTH
HEIGHT
D
A
B
H
NO.
LENGTH
E
F
TOP
SLAB
BOTTOM
SLAB
MALL/
FF. OF HT.
LBS.
REINF
CU. YDS.
MIN. "H"
C.S.
R.C.
12"
2'-0"
2'-0"
2'-3"
12
2'-9"
3'-0"
3'-0"
0.167
0.167
0.185
22
0.750
0.015
0.024
15"
2'-3"
2'-3"
2'-6"
12
3'-0"
3'-3"
3'-3"
0.196
0.196
0.204
24
0.902
0.023
0.036
18"
2'-6"
2'-6"
2'-9"
14
3'-3"
W-6"
3'-6'
0.227
0.227
0.222
30
1.065
0.033
0.049
24"
3'-0"
3'-0"
W-3"
16
3'-9"
4'-0"
4'-0'
0.296
0.296
0.259
40
1.434
0.059
0.085
30"
3'-6"
3'-6"
3'-9"
18
4'-3"
4'-6"
4'-6"
0.375
0.375
0.296
51
1.860
0.092
0.127
36"
4'-0"
4'-0"
4'-3"
20
4'-9"
5'-0"
5'-0"
0.463
0.463
0.333
64
2.341
0.132
0.178
42"
4'-6"
4'-6"
- 4'-9"
22
5'-3"
5'-6"
5'-6"
0.560
0.560
0.370
77
2.878
0.180
0.243
4_8
5'-4"
5'-4"
5'-3"
26
6'-3"
6'-4"
6'-4"
0.743
0.743
0.407
111
3.623
0.235
0.317
54"
5'-loll
5'-loll
5'-9"
28
6'-7"
W-10"
6'-10"
0.865
0.865
0.444
126
4.283
0.297
0.401
W
6'-6"
6'-6"
6'-3"
30
7'-3"
7'-6"
7'-6"
1.042
1.042
0.481
145
5.090
1 0.367
1 0.495
- 66"
7'-1"
7'-1"
6'-9"
32
7'-10"
8'-1"
8'-11,
1.210
1.210
0.518
169
5.917
1 0.444
10.589
BASIN
ELEV.
LENGTH
A
10.85
35'
B
10.00
35'
C
24.00
25'
D
23.70
30'
NCDOT RIP RAP CLASS 'B' STONE
LENGTH
n
On
NON -WOVEN GEOTEXTILE FABRIC
aCG103
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IF SPECIFIED.
STATE USE OF SYSTEM ON COVER
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TOP OF COVER
B � B
BOTTOM OF COVER
PLAN OF FRAME
2'-11/41'
11-113 4
44
1'-10 ,8"
4' 1" // `\. TYPE #1
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NO SCALE
HEAVY DUTY GRATED COVER
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,-4000 PSI CONCRETE
/ \--SHORT LENGTH OF DUCTILE
IRON PIPE FURNISHED FOR
CLEANOUT BOX
DUCTILE IRON
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! GRATED COVER
c"
NOTE:
TO BE USED WHEN THERI
LESS THAN 1' CLEARANCE
BETWEEN PIPES.
B3
CG101
M102
M104
111
PLAN OF COVER
1'-111r¢"
4/4
1/2" 43/4 rr
1'-1 O�Brr
SECTION B-B
MINIMUM WEIGHTS - LBS.
FRAME - 180
COVER - 120
TOTAL - 300
SPECIFICATION
CLASS 30 IRON MEETING
ASTM A-48
C4
SPIGOT END ON INLET
END SECTIONS HUB
END ON OUTLET END
A SECTIONS
- - - - /
---------
PLAN \
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DIA. A B C D E
15"
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2'-3"
1'-9"
4'-0"
2'-6"
18"
9"
2'-3"
1'-9"
4'-0"
3'-0"
24"
9 1 /20
3'-7"
2'-6"
6'-1 "
4'-0"
30"
1'-0"
4'-6"
1'-7 3/4"
6'-1 3/4"
5'-0"
36"
1'-3"
5'-3"
2'-10 3/4"
1 8'-1 3/4"
1 6'-0"
48"
2'-0"
6'-0"
2'-2"
8'-2"
7'-0"
FLARED END SECTION (FES)
NO SCALE
/ A r
CG101 CG106 „%J
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M105
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SEAL
SMITHGROUP /
CLARK-NEXSEN,
A JOINT VENTURE
324 BLACKWELL ST STE 1104
DURHAM, NC 27701-3600
SMITHGROUP
archdecture engineering interiors planning
T 2D2.842.2100
CLARK • NEXSEN
T 919.828.1876
A/E INFO
APPRWED
FOR COMMANDO? MAVFAC
SATISFXMW TO DATE
DES VJC I DRWSBT CHKRLB
PM/DM»
BRANCH MANAGER
CHIEF ENG/ARCH
<aa»
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EPROJECT NO.: P1857
CONSTR. CONTR. NO.
N40085-09-C-3212
NAVFAC DRAWING NO.
12569581
SHEET 61 OF 661
CG502
DRAWFORM REVISION: 10 MARCH 2O09
0

3 I 4
a
I °a
12" MIN.
SCREW TYPE PLUG #a REBAR ®12" oc
s 4 ¢ 6` IN FRONT k REAR FACE o
cD -- a OF COLLAR. REBAR TO o 0
HAVE 3" MIN. CONC COVER o
N .$ „ FROM EDGE OR FACE OF COLLAR
= RISER I 6 PVC ' 2 MIN ,
` Wa' NOTES:
I "a 1. ALL CONCRETE TO BE 3000 PSI
A :.. A a �. NON -FLY ASH
5.0' PEAKED RACK I PERMANENT POOL 2. APPLY 1/2" THICK WRAP OF PEAKED ROOF
TRASH- a ASPHALTIC CEMENT AROUND TRASH RgCK
a DISCHARGE PIPE 6" BEYOND
D 2' MI POND CULVERT `M .w PLANNED SEPPAGE COLLAR ON BOTH A
PIPE a SIDES.
B B I 3. APPLY ADDrrIONAL ASPHALTIC 5
ZD I CEMENT AT PIPE/SEEPAGE COLLAR
A INTERFACE ON UPSTREAM FACES. LLJ
" I ORIFICE (SEE �' 4. ASPHALTIC CEMENT TO MEET OR o
5.0' I RISER DETAIL "". EXCEED FEDERAL SPECIFICATION B B
SS-153 TYPE 1: ASTM-D-2822-75 w
� Q TYPE 1. o W
2 MIN. 5. WHERE TOP OF BERM IS WITHIN HEIGHT o 0 0 0
OF ANTI -SEEPAGE COLLAR, STOP o
". ANTI -SEEPAGE COLLAR AT TOP OF 5.0'
A I BERM,
I
6" PVC CAP WITH HOLE DRILLED
(REMOVED SFOR CLARITY) CONCRETE ANTI -SEEPAGE COLLAR A
EL 11.50 - D3 TRASH RACK
(TOP OF RISER) DRAIN DOWN ORIFICE NO SCALE EL 11.00 (REMOVED FOR CLARITY)
- EL 10.48 (100-YR) ----------- -
1p" C2 (TOP OF RISER)
EL 10.35 - _ EL 10.30 (10-YEAR) ----------- - NO SCALE G 10" EL 9.48 (100-YR) -- - - - - - - - - -
-
l/ EL 9.45 ----------- -
- EL 10.12 (2-YEAR)
osox s oPE EL 9.26 (10-YEAR) Vince
18 RCP - EL 10.04 (1-YEAR) I ; SOD SDESLOPES SOD SIDESLOPES
INV 9.50 •i �l .•• .�
- EL 9.50 (ORIFICE) - EL 9.50 (ORIFICE) 24• RCP ! J
P OF EMBANKMENT - EL s.os (2-YEAR)
0.60z SLOPE EL 9.01 (1-YEAR)
a
EMERGENCY SPILLWAY INV 6:50 - EL 8.50 (ORIFICE) - EL 8.50 (ORIFICE)
375"MINx �.. Y c5D a. -.,.. _� ",931441
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C RISER RIM ------- -- 4.z%MINj.
E °< y C c 7' x 7' x 6" '• �••
CONCRETE FOOTING . \,X'77//%/11C1111\R`
SECTION B-B SECTION A -A 7' x 7' x 6" SEAL
3 CONCRETE FOOTING
1 1 SECTION B-B SECTION A -A SMITHGROUP /
NOTES: CLARK-NEXSEN
1. RISER TO BE PRE -CAST CONCRETE STRUCTURE. OUTLET PIPE (SEE CG108) ,
CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL A JOINT VENTURE
NOTES:
2. ORIFICE: 2" PVC DRAWDOWN PIPE TOP OF SEDIMENT STORAGE 1. RISER TO BE PRE -CAST CONCRETE STRUCTURE. 324 BLACKWELL ST STE 1104
(BOTTOM OF BASIN) CONCRETE CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL. DURHAM, NC 27701-3600
ANTI -SEEP COLLAR 2. ORIFICE: 3" PVC DRAWDOWN PIPE SMITHGROUP
i RISER INLET BOX A SEDIMENT CLEANOUT 1 FT. OF SEDIMENT STORAGE 10' VEGETATED SHELF Thz 2°84?z oo"�` planning
C1 BOTTOM ELEVATION
NO SCALE CG103 Q CI ARKS NEXSEN E WFO
c I APPROVED
BOTTOMOF RISER PERMANENT SEASONAL HIGH EMERGENCY ;TERARY POOL TOP OF
BASIN BASIN ELEV STRUCTURE POOL ELEV. WATER TABLE ELEV. SPILLWAY ELEV. VATION EMBANKMENT RISER INLET BOX B
A 5.00 R-A 9.50 4.00 10.85 0.35 13.00 C5 FOR coMMANOER ravPac
iB 3.00 R-B 8.50 8.00 10.00 -45 12,00 NO SCALE CG101VACTMC moo R-C 22SO 21.00 24.00 3.20 25.00
D 17.50 R-D 22.50 22.00 23.70 3.20 125.00
a SAT5FACTORf TO DATE
m DES VJC I DRWSBT cHKRLB
WET DETENTION BASIN SECTION C3 BRANCH M'MANAGER
A
s 5� _ o' _ NO SCALE CHIEF ENG/ARCH
PEAKED ROOF A «xx»
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C y EL 25.25 (TOP OF RISER) cc
W Q
c 10" EL 23.23 (100-YR) Z Q
'c EL 23.20 ---------- - -----_----- -
EL 23.07 (10-YEAR) 10" (� O Q
L EL 23.20 EL 23.22 (100-YR) _ ___--_____ _
Z = ,,
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o EL 23.07 (10-YEAR) W
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c - EL 22.50 (ORIFICE) _ - EL 22.50 (ORIFICE) 3.79%SLOPE EL 22.88 (1-YEAR) ;j F- W co
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SECTION B-B SECTION A -A a Z= v
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NOTES: scALE: -
AS INDICATED
0 1. RISER TO BE PRE -CAST CONCRETE STRUCTURE. EPROJECT NO.: p1857
= CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL. NOTES: CONSTR. CONTR. NO.
n 2. ORIFICE: 2" PVC DRAWDOWN PIPE 1. RISER TO BE PRE -CAST CONCRETE STRUCTURE. N40085-09-C-3212
RISER INLET BOX C RISER INLET BOX D CONTRACTOR" SUBMIT SHOP DRAWINGS FOR APPROVAL
a 2. ORIFICE: 1.25PVC DRAWDOWN PIPE NAVFAC DRAWING NO.
JUN 15 MCI 12569582
NO SCALE �105 Al NO SCALE �106 A3 SHEET 62 OF 661
J
LL ///��/ CG503
1 3 4 DRAWFORM REVISION: 10 MARCH 20DO

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�J
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ult
1. SET THE STEEL POSTS. 2. EXCAVATE A 8"X4" TRENCH
UPSLOPE ALONG THE LINE OF
POSTS.
3. WIRE FILTER FABRIC TO
POSTS AND EXTEND IT
INTO THE TRENCH.
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
18"
WETLANDS
DO NOT DISTURB b
BEYOND THIS POINT
NOTE: PLACE EVERY
100' ALONG FENCE
WETLANDS PROTECTION SIGN
CONSTRUCTION OF A FILTER BARRIER
CONSTRUCTION SPECIFICATIONS
1. CONSTRUCT THE SEDIMENT FENCE OF STANDARD OR EXTRA STRENGTH
SYNTHETIC FILTER FABRICS.
2. ENSURE THAT THE HEIGHT OF THE FENCE DOES NOT EXCEED 18
INCHES ABOVE THE GROUND SURFACE.
3. IF JOINTS ARE NECESSARY, FASTEN THE FILTER CLOTH ONLY AT A
SUPPORT POST WITH OVERLAP TO THE NEXT POST.
4. USE 1.33LB/LINEAR FT STEEL WITH A MINIMUM LENGTH OF 5 FT., AS
POSTS.
5. WHEN A WIRE MESH SUPPORT FENCE IS USED, SPACE POSTS A
MAXIMUM OF 8 FT APART, OTHERWISE, SPACE POSTS A MAXIMUM OF 6
FT. APART.
6. USE WIRE TO ATTACH FABRIC DIRECTLY TO POSTS.
7. DO NOT ATTACH FILTER FABRIC TO EXISTING TREES.
8. DO NOT INSTALL SEDIMENT FENCE ACROSS SEDIMENT TRAP OUTLETS
AND INLET PROTECTION, OVER PAVEMENT, STORM OUTLETS,
CONSTRUCTION ENTRANCES, OR IN AREAS THAT MAY BLOCK
STORMWATER CHANNELS.
SILT FENCE
DRIP LINE
�- 2" X 2" STAKES
NOTE: AT 4' C.C.
DRIVE STAKES FIRMLY INTO GROUND AT LEAST 12"
TREE PROTECTION
NO SCALE CG112
CG114
CG115
CG116
CG111 00115
CG112 CG116
CG113
CG114
C2
NOTE:
STRUCTURAL STONE SHALL BE NCDOT
(CLASS "B") STONE FOR EROSION
CONTROL PURPOSES. SEDIMENT
CONTROL STONE SHALL BE NCDOT NO.
5 OR NO. 57 STONE.
2
SEDIMENT CONTROL
STONE
SILT FENCE
1'-6" MIN.
3' MAX.
STRUCTURAL
STONE
SEDIMENT FENCE OUTLET
NO SCALE
SILT
FENCE
M
MAINTENANCE
INSPECT RIPRAP OUTLET STRUCTURES AFTER HEAVY RAINS TO SEE IF ANY
EROSION AROUND OR BELOW THE RIPRAP HAS TAKEN PLACE OR IF STONES
HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO
PREVENT FURTHER DAMAGE.
NOTES:
1. A FILTER BLANKET OR FILTER FABRIC SHALL BE INSTALLED BETWEEN
THE RIPRAP AND SOIL FOUNDATION.
RIP RAP DISSIPATOR PAD
TOP VIEW
MIN
FRONT VIEW
T FENCE
ru r rrAlnr
CG111
CG112
CG113
A3
CONSTRUCTION SPECIFICATIONS:
1. ENSURE THAT THE SUBGRADE FOR THE FILTER AND RIPRAP FOLLOWS
THE REQUIRED LINES AND GRADES SHOWN IN THE PLAN. COMPACT ANY
FILL REQUIRED IN THE SUBGRADE TO THE DENSITY OF THE
SURROUNDING UNDISTURBED MATERIAL. LOW AREAS IN THE SUBGRADE
ON UNDISTURBED SOIL MAY ALSO BE FILLED BY INCREASING THE
RIPRAP THICKNESS.
2. THE RIPRAP AND GRAVEL FILTER MUST CONFORM TO THE SPECIFIED
GRADING LIMITS SHOWN ON THE PLANS.
3. FILTER CLOTH, WHEN USED, MUST MEET DESIGN REQUIREMENTS AND BE
PROPERLY PROTECTED FROM PUNCHING OR TEARING DURING
INSTALLATION. REPAIR ANY DAMAGE BY REMOVING THE RIPRAP AND
PLACING ANOTHER PIECE OF FILTER CLOTH OVER THE DAMAGED AREA.
ALL CONNECTING JOINTS SHOULD OVERLAP A MINIMUM OF 1 FT. IF THE
DAMAGE IS EXTENSIVE, REPLACE THE ENTIRE FILTER CLOTH.
4. RIPRAP MAY BE PLACED BY EQUIPMENT, BUT TAKE CARE TO AVOID
DAMAGING THE FILTER.
5. RIPRAP MAY BE FIELD STONE OR ROUGH QUARRY STONE. IT SHOULD
BE HARD, ANGULAR, HIGHLY WEATHER -RESISTANT AND WELL GRADED.
6. CONSTRUCT THE APRON ON ZERO GRADE WITH NO OVERFALL AT THE
END. MAKE THE TOP OF THE RIPRAP AT THE DOWNSTREAM END LEVEL
WITH THE RECEIVING AREA OR SLIGHTLY BELOW IT.
7. ENSURE THAT THE APRON IS PROPERLY ALIGNED WITH THE RECEIVING
STREAM AND PREFERABLY STRAIGHT THROUGHOUT ITS LENGTH. IF A
CURVE IS NEEDED TO FIT SITE CONDITIONS, PLACE IT IN THE UPPER
SECTION OF THE APRON.
8. IMMEDIATELY AFTER CONSTRUCTION, STABILIZE ALL DISTURBED AREAS
WITH VEGETATION (PRACTICES 6.10, TEMPORARY SEEDING, AND 6.11,
PERMANENT SEEDING).
CG101
W103
CG105
CG106
TEMPORARY
RATE
SPECIES
(LB/AC)
DATES
RYE (GRAIN)
120
DEC. 1 - APR. 15
KOBE LESPEDEZA
50
DEC. 1 - APR. 15
GERMAN MILLET
40
APR. 15 - AUG.. 15
RYE (GRAIN)
120
AUG. 15. - DEC. 30
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE
GROUND AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10
FERTILIZER
MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH
ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH
BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
TOOL.
MAINTENANCE
IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTILIZE IN THE SECOND
YEAR ACCORDING TO SOIL TESTS OR TOPDRESS WITH 500 LB/ACRE
10-10-10 FERTILIZER. RESEED, REFERTILIZE, AND MULCH AREA
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. IF SEEDING IN
FALL, TOPDRESS WITH 50 LB/ACRE OF NITROGEN IN MARCH. IF IT IS
NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED
WITH 50 LB/ACRE KOBE LESPEDEZA IN LATE FEBRUARY OR EARLY
MARCH.
TEMPORARY SEEDING SCHEDULE A5
NO SCALE CG111 CG115
CG112 CG116
CG113
CG114
JUN 1 2010
T
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SEAL
SMITHGROUP /
CLARK-NEXSEN,
A JOINT VENTURE
324 BLACKWELL ST STE 1104
DURHAM, INC 27701-3600
SMITHGROUP
architecture engineering interiors Manning
T 202.842.2100
CLARK • NEXSEN
T 919.828.1876 A/E INFO
APPROVED
FOR COMMANDER NAVFAC
ACTIVITY
SATISFACTORY TO DATE —
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70' MIN.
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M
POSITIVE DRAINAGE
TO SEDIMENT
TRAPPING DEVICE
PLAN VIEW
12' MIN. M
EXISTING
PAVEMENT
MOUNTABLE BERM
(OPTIONAL)
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NO SCALE
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CG112
CG113
CG114
CG115
2
3 I 4 I 5
a. MACHINE COMPACTION OF ALL FILL IS REQUIRED. DIVERSIONS
SUFFICIENT TO DIRECT ALL SEDIMENT- LADEN STORMWATER. NOTES:
SEDIMENT CONTROL DEVICE MUST BE INSTALLED PRIOR TO POSITIVE GRADE MUST BE PROVIDED TO
CLEARING AND GRUBBING OF THE AREA. ASSURE DRAINAGE. IF SLOPE EXCEEDS
2%, SEED AND MULCH DIVERSION. TRY
b. DIVERSIONS SHOULD BE LOCATED TO MINIMIZE DAMAGE DURING NOT TO EXCEED 5% (HIGH VELOCITIES
CONSTRUCTION OPERATIONS. RESULT). MAXIMUM D.A.= 5 ACRES
c. DIVERSIONS SHALL BE SEEDED AND MULCHED IF THEY ARE TO WITHOUT SUPPORTING CALLS.
DIVERSIONS AT THE TOP OF SLOPES
REMAIN IN PLACE OVER 30 DAYS. MUST EMPTY INTO AN APPROVED SLOPE
d. CHECK DEVICE AFTER EACH RAIN, BUT ONCE A WEEK DRAIN. BERM/DITCH IS MOST
COMMONLY USED.
REGARDLESS. REPAIR AS NECESSARY.
24" MIN
SLOPE 2:1
MAX py1
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NATURAL GROUND
OR FILL OR CUT �, \ (/ .. :::: —� =r
SLOPES W �" W —. I. .....
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RUNOFF
OVERFLOWWITH SEDIMENT
SEDIMENTWIRE SCREEN
�• e
111 STUD
" INLET
••
PROTECTION
INLET •'
DEWATERING
CONCRETE
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2:1
SLOPE, �—
GRAVEL
FILTER
TEMPORARY _
SEDIMENT �—
POOL a WIRE
SCREEN
1' MIN iD 4. PLACE CLEAN GRAVEL, 3/4-TO 1/2-INCH IN
2' MAX * DIAMETER, 2 INCHES BELOW THE TOP OF THE
r
BLOCK ON A 2:1 SLOPE OR FLATTER AND BRING
TO EVEN GRADE (DOT #57 WASHED STONE IS
SEDIMENT WTH DROP INLET RECOMMENDED, AND ON THE SLOPE TOWARDS
D IEWATEN G THE INLET, USE STONE 3 INCHES IN DIAMETER
OR LARGER.
INLET PROTECTION FOR AREA DRAINS
BLOCK AND GRAVEL INLET PROTECTION n
NO SCALE
NOTES FOR AREA DRAINS:
1. KEEP THE HEIGHT OF THE BARRIER AT LEAST 12
INCHES AND NO GREATER THAN 24 INCHES.
2. LAY ONE BLOCK ON EACH SIDE OF THE
STRUCTURE ON ITS SIDE IN THE BOTTOM ROW
TO ALLOW POOL DRAINAGE. THE FOUNDATION
SHOULD BE EXCAVATED AT LEAST 2 INCHES
BELOW THE CREST OF THE STORM DRAIN.
3. PLACE HARDWARE CLOTH OR WIRE MESH WITH
J-INCH OPENINGS OVER ALL BLOCK OPENINGS
TO HOLD GRAVEL IN PLACE.
CG111 CG115
CG112 CG116
CG113
CG114
BEEM
1v.1111MIN
7 24" MIN 7
COMPACTED FILL
._...... SOW
B ERM/DITC H
FLOW
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SMITHGROUP /
CLARK—NEXSEN,
A JOINT VENTURE
324 BLACKWELL ST STE 1104
DURHAM, NC 27701-3600
SMITHGROUP
a htedure engineenng ioteeors planning
T 202,842.2100
CLARK • NEXSEN
T 919.828.1876
A/E INM
TEMPORARY DIVERSION DITCH AP�D
NO SCALE /yt C5
VN111 FOR COMMANDER NAVFAL
CG113 ACTS.
CG115
\ / SATISFACTDRI TO DATE —
\ DES VJC 1 DRWS13 CHK RLB
BRANCH MANAGER
.CLASS 1 RIP RAP(SEE SECTION THRU BASIN BELOW
' CHIEF ENG/ARCH
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PIPE i II— S W
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W G Q z J
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IS DESIGNED TO PROTECT EXISTING PIPE INVERTS 6 C I''�
THAT DRAIN 10 ACRES OR LESS. G C)
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AREAS TO BE DISTURBED SEDIMENT STORAGE PIPE INVERT 0 Q
(CUT, FILL, ETC.) Z
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NOTED. OTHERWISE MAX. SEDIMENT DEPTH(CLEAN OUT POINT) Z
w IK Lo o
SECTION THRU BASIN, FILTER AND CULVERT PIPE P: 1 w 00 o
NO SCALE w V W W
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INLET BASIN 0 Z m
A5 SCALE: - AS INDICATED
NO SCALE /W/�111 EPROJECT NO.: P1857
CG113 CONSTR. CONTR. NO.
CG115 N40085-09-C-3212
CG116 NAVFAC DRAWING NO.
12569584
JUN 1 5 2UI0 SHEET 64 OF 661
CG505
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3
4 5
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NOTES:
1. DRIVE STEEL FENCE POST AT LEAST 18" INTO SOLID GROUND
2. WOOD POSTS ARE NOT ACCEPTABLE.
3. USE STAPLES 1' APART TO ATTACH FABRIC TO "HOG WIRE" BAFFLE
4. SPACED AS PER APPROVED PLAN.
HORIZONTAL METAL
POST WIRED SECURELY
TO VERTICAL POSTS
"HOG WIRE ATTACHED
TO POSTS WITH
LENGTHS OF WIRE
BAFFLE INSTALLATION — STEP 1
BAFFLES
SEDIMENT STAKE SET 1.0'
ABOVE BOTTOM OF BASIN
TEMPORA
HORSESHOE INLET PROTECTION
6" DRAWDOWN ORIFICE
ENSURE SIDESLOPES ARE
FULLY STABILIZED TO
PREVENT EROSION
BOTTOM OF BASIN
5. MATTING: PROVIDE MATTING TO MEET THE FOLLOWING REQUIREMENTS:
100% COCONUT FIBER (COIR) TWINE WOVEN INTO HIGH STRENGTH MATRIX
THICKNESS 0.30 IN. MINIMUM
TENSILE STRENGTH 1348 X 626 LB/FT MINIMUM
ELONGATION 34% X 38% MAXIMUM
FLEXIBILITY (MG -CM) 65030 X 29590
FLOW VELOCITY OBSERVED 11 FT/SEC
WEIGHT 20 OZ/SY
SIZE 6.6 X 164 FT (120 SY)
"C" FACTOR 0.002
OPEN AREA (MEASURED) 50%
RISER RIM
HORSESHOE INLET
PROTECTION
BAFFLES (TYP.)
C1
CG506
SEDIMENT BASIN
CV
6" DRAWDOWN
ORIFICE
BOTTOM OF BAFFLE
IN TRENCH AND
TRENCH FILLED WITH
SOIL AND COMPACTED
VA \
oon�n �
TOP OF BAFFLE SHOULD
BE 6" HIGHER THAN THE
BOTTOM OF THE SPILLWAY
BAFFLE INSTALLATION — STEP 2
TRASH RACK
TOP OF BERM
EMERGENCY SPILLWAY
OUTLET PIPE (SEE CG108)
CONCRETE
ANTI -SEEP COLLAR
Cu
STO
COIR FABRIC
...... .
#57 WASHED STONE
PERSPECTIVE VIEW
CLASS I RIP -RAP
HORSESHOE INLET PROTECTION
NOTE: SEDIMENT BASINS TO BE DESIGNED AND
CONSTRUCTED PER NCDENR EROSION AND
SEDIMENT CONTROL PLANNING AND DESIGN
MANUAL.
CG111
OG113
CG115
CG111 CG115
CG113
JUIN t 8 2010
a
g
SEAL
SMITHGROUP /
CLARK-NEXSEN,
A JOINT VENTURE
324 BLACKWELL ST STE 1104
DURHAM, NC 27701-3600
SMITHGROUP
architeRure engineering inteeors planning
T 202.842.2100
C.AIRK * NEXSEN
T 919.828.1876
A/E INFO
FOR COMMMIER NAVFAC
SATSFACTOR/ 70 DATE —
DESVJC
IDRWSBT
GHKRLB
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CHIEF ENG/ARCH
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SALE - AS INDICATED
PROJECT NO.: P1857
CONSTR. CONTR. NO.
N40085-09-C-3212
NAVFAC DRAWING NO.
12569585
SHEET 65 OF 661
CG506
C
C
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LAI
1 2 ► 3 4 5
DRAWFORM REVISION: 10 MARCH 2O1

2
3 I 4 1 5
GENERAL NOTES
SEE SHEET GC101 FOR CONSTRUCTION SEQUENCING
WORK IN THIS PROJECT SHALL CONFORM TO THESE CONSTRUCTION DOCUMENTS, THE
LATEST EDITIONS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT)
ROAD AND BRIDGE SPECIFICATIONS, THE NCDOT ROAD AND BRIDGE STANDARDS, THE
NORTH CAROLINA EROSION AND SEDIMENT CONTROL HANDBOOK, THE NORTH CAROLINA
EROSION AND SEDIMENT CONTROL REGULATIONS, THE FINAL GEOTECHNICAL REPORT, AND
GENERAL DESIGN STANDARDS. IN THE EVENT OF CONFLICT BETWEEN ANY OF THESE D
STANDARDS, SPECIFICATIONS, OR PLANS, THE MOST STRINGENT SHALL GOVERN.
ENGINEER AND/OR GOVERNMENT DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS
AND/OR METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. THE
CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL JOBSITE SAFETY, INCLUDING BUT
NOT LIMITED TO TRENCH SAFETY, DURING ALL PHASES OF CONSTRUCTION.
THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS,
EQUIPMENT, ETC. THAT MAY BE REQUIRED.
THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING THE ACTUAL AND EXACT
LOCATION, SIZE AND MATERIAL COMPOSITION OF ANY EXISTING WATER OR SEWER SERVICE
PROPOSED FOR CONNECTION OR USE ON THIS PROJECT. THE RELOCATION OF ANY
UTILITY SERVICES REQUIRED TO COMPLETE ANY PORTION OF THESE CONSTRUCTION PLANS
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS, SPECIFICATIONS, AND SITE
CONDITIONS OR ANY INCONSISTENCIES OR AMBIGUITIES IN DRAWINGS OR SPECIFICATIONS
SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER, IN WRITING, WHO SHALL PROMPTLY
ADDRESS SUCH INCONSISTENCIES OR AMBIGUITIES. WORK DONE BY THE CONTRACTOR
AFTER HIS DISCOVERY OF SUCH DISCREPANCIES, INCONSISTENCIES, OR AMBIGUITIES AND
BEFORE FORMAL RESPONSE FROM THE ENGINEER SHALL BE DONE AT THE CONTRACTOR'S
RISK.
C CONTRACTOR SHALL MAINTAIN AN "AS BUILT" SET OF DRAWINGS TO RECORD THE ACTUAL
LOCATION OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE
CONTRACTING OFFICER UPON COMPLETION OF THE PROJECT WITH A COPY OF THE
TRANSMITTAL LETTER (FOR RECORD KEEPING) TO THE ENGINEER.
CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR DETAILS OF BUILDINGS AND
BUILDING DIMENSIONS.
TRAFFIC CONTROLS WITHIN THE ROADWAY SHALL BE IN COMPLIANCE WITH STANDARDS OF
N THE NORTH CAROLINA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
TRAFFIC CONTROL WITHIN ALL VEHICULAR AREAS IS THE RESPONSIBILITY OF THE
CONTRACTOR AND SHALL BE IN CONFORMANCE WITH THE "MANUAL OF UNIFORM TRAFFIC
CONTROL DEVICES."
ROADWAYS AND PARKING LOT DRIVE ISLES MUST BE CAPABLE OF SUPPORTING FIRE
APPARATI Iq (HIRING MNSTRWTION_
ALL DIMENSIONS ARE IN FEET, TO OUTSIDE FACE OF BUILDING, TO CENTERLINE, CENTER
TO CENTER ON STRIPES, AND/OR TO FACE OF CURB, UNLESS OTHERWISE NOTED.
THE UTILITY DRAWINGS DO NOT SHOW EVERY OFFSET, TRANSITION, AND FITTING THAT MAY
' BE REQUIRED.
U
_g
SURVEY NOTES
5 .
SITE AND TOPOGRAPHICAL SURVEY COMPLETED ON JUNE 25, 2009 BY:
STEWART ENGINEERING, INC
421 FAYETTEVILLE ST., SUITE 400, RALEIGH, NORTH CAROLINA 27601
919-380-8750 (OFFICE) 919-380-8752 (FAX)
M
ENTRY ROAD AND WOUNDED WARRIOR DESIGN INFORMATION PROVIDED BY NAVFAC
0 HORIZONTAL DATUM IS NAD 83 (NSRS 2007) AND VERTICAL DATUM IS NAVD 88.
0
BASED ON GPS METHODS USING NORTH CAROLINA VIRTUAL REFERENCE STATION
SOLUTIONS FOR THE SURVEY CONTROL POINTS SHOWN HEREON AND TIED TO NORTH
0 CAROLINA GEODETIC SURVEY MONUMENTS "TERRENCE" AND "WARE". (COMBINED SCALE
FACTOR IS 0.99991656')
"TERRENCE" N 364,248.51' E 2,491,497.01' EL 31.72'
"WARE" N 355,053.05' E 2,508,144.97' EL 36.58'
THE PROJECT IS ALSO TIED TO THE BASE CONTROL SYSTEM USING DATA PROVIDED BY
THE CAMP LEJEUNE PUBLIC WORKS OFFICE. ELEVATION AND COORDINATES PROVIDED BY
CAMP LEJEUNE ARE AS FOLLOWS:
"PW-13" N 356,187.07' E 2,496,293.15' EL 28.92'
A ACCORDING TO FEMA FLOOD INSURANCE RATE MAP
COMMUNITY -PANEL NUMBER 3720438400J DATED NOVEMBER 3, 2005, THE SUBJECT
PROPERTY LIES IN FLOOD ZONE 'Y' (AREA DETERMINED TO BE OUTSIDE THE 0.2%
ANNUAL CHANCE AND FUTURE CONDITIONS 1% ANNUAL CHANCE FLOODPLAIN).
THERE ARE NO PROPERTY BOUNDARIES WITHIN THE SURVEYED AREA.
CONSTRUCTION NOTES
CONTRACTOR TO PROVIDE ADEQUATE PEDESTRIAN AND VEHICULAR SIGNAGE/FENCING TO
DIRECT VISITORS AND EMPLOYEES SAFELY AROUND ALL CONSTRUCTION.
CONSTRUCTION/SAFETY FENCING REMOVED TO FACILITATE ACCESS BY THE CONTRACTOR
FOR CONSTRUCTION MUST BE REPLACED AT THE END OF EACH WORK PERIOD TO DIRECT
PEDESTRIAN TRAFFIC AWAY FROM HAZARDOUS AREAS.
CONSTRUCTION NOT OCCURING WITHIN ANY CONSTRUCTION FENCING MUST HAVE SIGNAGE
AND BARRIERS TO DIRECT PEDESTRIAN TRAFFIC AWAY FROM HAZARDOUS AREAS.
ANY EXCAVATION MUST BE BACKFILLED IN AND COMPACTED AT THE CONCLUSION OF EACH
WORK PERIOD, AND EQUIPMENT AND SUPPLIES RETURNED TO THE CONSTRUCTION
STAGING AREA.
THE CONTRACTOR MUST, AT ALL TIMES, KEEP THE PREMISES FREE FROM ACCUMULATIONS
OF WASTE MATERIALS OR RUBBISH CAUSED BY CONSTRUCTION, CONTRACTOR, AND SUB
CONTRACTORS. ALL DEBRIS SHALL BE REMOVED FROM THE SITE TO MAINTAIN A CLEAN
AND SAFE WORK AREA.
CONTRACTOR SHALL RESTORE THE LAY DOWN AND STAGING AREA TO ORIGINAL
CONDITIONS AND TO THE SATISFACTION OF THE CONTRACTING OFFICER, PRIOR TO
DEMOBILIZATION AT THE CONCLUSION OF THE PROJECT.
DEMOLITION NOTES
ALL DEMOLITION AND SUBSEQUENT CONSTRUCTION TO BE IN ACCORDANCE WITH PLANS
AND SPECIFICATIONS APPROVED BY NAVFAC, PERMITS ISSUED, AND APPLICABLE STATE,
COUNTY, AND LOCAL CODES.
RELOCATION OF EXISTING UTILITIES TO BE COORDINATED WITH THE MCB CAMP LEJEUNE
PUBLIC WORKS DEPARTMENT AND/OR THE UTILITY PROVIDER(S).
ALL UTILITIES LOCATED IN AREAS OF DEMOLITION OR SUBSEQUENT CONSTRUCTION SHALL
BE PROTECTED FROM DAMAGE AND RIM ELEVATIONS ADJUSTED TO FLUSH WITH NEW
GRADE.
ELECTRICAL AND GAS UTILITY SERVICES TO BE REMOVED SHALL BE REMOVED AND
RELOCATED (AS INDICATED) BY THE UTILITY PROVIDER. CONTRACTOR SHALL SCHEDULE
AND COORDINATE THIS WORK WITH THE APPROPRIATE SERVICE PROVIDER. ALL SERVICES
SHOULD BE INSTALLED PRIOR TO THE INSTALLATION OF PAVEMENT, SIDEWALKS, CURB
AND GUTTER, OR OTHER PERMANENT FEATURES.
WHERE UTILITIES (TO BE REMOVED) IMPACT THE FOOTPRINT OF THE NEW BUILDING,
CONTRACTOR SHALL EXCAVATE AND REMOVE AN ADDITIONAL 2 FEET OF SOILS TO EITHER
SIDE OF PIPE, AND 1 FOOT BELOW TO REMOVE UNSUITABLE SOILS. SUITABLE SOILS
SHALL BE UTILIZED FOR BACKFILL. COMPACTION OF THESE SOILS PERFORMED IN
ACCORDANCE WITH SPECIFICATIONS AND SITE PLAN.
DEMOLITION AND SUBSEQUENT CONSTRUCTION OF STORM DRAINAGE FACILITIES, SHALL BE
PERFORMED IN SUCH A MANNER THAT THE OLD PIPE AND STRUCTURES ARE REMOVED
AND NEW STRUCTURES AND PIPING ARE IMMEDIATELY PUT INTO SERVICE. CONTRACTOR
SHALL ENSURE THAT STORM DRAINAGE DOES NOT REMAIN OUT OF SERVICE FOR LONGER
THAN 12 HOURS AT A TIME. PROVISIONS SHALL BE MADE TO MAINTAIN STORM WATER
DRAINAGE DURING CONSTRUCTION.
WHERE ASPHALT/CONCRETE SECTION IS TO BE REMOVED, CONTRACTOR SHALL USE A SAW
CUT AT THE LIMITS OF DEMOLITION OR NEAREST COLD JOINT TO CREATE A CLEAN
VERTICAL EDGE.
CONTRACTOR SHALL SALVAGE CONCRETE WHEELSTOPS, WHICH ARE IN USEABLE
CONDITION, FOR RE -INSTALLATION AT THE END OF THE PROJECT.
TREE PROTECTION NOTES
ALL TREE PROTECTION FENCING SHALL BE INSTALLED PRIOR TO LAND DISTURBANCE
OPERATIONS INCLUDING TREE REMOVAL, IN SUCH A MANNER AS TO CLEARLY AND
ADEQUATELY SEPARATE ALL TREES TO BE REMOVED FROM REMAINING VEGETATION.
AT THE START OF GRADING INVOLVING THE STRIPPING OF TOPSOIL OR LOWERING OF
EXISTING GRADE AROUND A TREE, A CLEAN, SHARP, VERTICAL CUT SHALL BE MADE AT
THE EDGE OF THE TREE SAVE AREA THE SAME TIME AS OTHER EROSION CONTROL
MEASURES ARE INSTALLED. THE TREE PROTECTION FENCING SHALL BE INSTALLED ON THE
SIDE OF THE CUT FURTHEST AWAY FROM THE TREE TRUNK.
NO STORAGE OF MATERIALS, FILL, OR EQUIPMENT SHALL BE PERMITTED WITHIN ANY
PROTECTED AREA(S), AND NO TRESPASSING SHALL BE ALLOWED WITHIN THE BOUNDARY
OF THE PROTECTED AREA(S), AND SHALL BE SO NOTED ON THE GRADING AND EROSION
CONTROL PLANS AND POSTED ON THE PROTECTION FENCE. A PROTECTION FENCE
CONSTRUCTED OF MATERIAL RESISTANT TO DEGRADATION BY SUN, WIND, AND MOISTURE
FOR THE DURATION OF THE CONSTRUCTION SHALL BE INSTALLED AT THE SAME TIME AS
THE EROSION CONTROL MEASURES, AND SHALL REMAIN IN PLACE UNTIL ALL
CONSTRUCTION IN THE VICINITY OF THE TREES HAS BEEN COMPLETED.
THE TREE PROTECTION FENCE SHALL BE MAINTAINED ON THE SITE UNTIL ALL SITE WORK
IS COMPLETED AND THE FINAL SITE INSPECTION PRIOR TO THE CERTIFICATE OF
OCCUPANCY (CO) IS SCHEDULED. FENCING SHALL BE REMOVED PRIOR TO THE
CONTRACTING OFFICER'S FINAL SITE INSPECTION.
EROSION CONTROL NOTES
A COPY OF THE APPROVED EROSION CONTROL PLAN MUST BE ON FILE AT THE JOB SITE
AT ALL TIMES.
ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE
CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER
IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR
NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO
CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR GRADES SHOWN
INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN.
PROTECT ALL EXISTING DRAINAGE STRUCTURES WITH INLET PROTECTION WITHIN LIMITS OF
WORK.
WHEN HAND PLANTING, MULCH (HAY OR STRAW) SHOULD BE UNIFORMLY SPREAD OVER
SEEDED AREA WITHIN 24 HOURS OF SEEDING.
EROSION AND SEDIMENT CONTROL DEVICES MUST BE INSTALLED AND INSPECTED PRIOR
TO ANY GRADING ON SITE.
SEDIMENT/EROSION DEVICES MUST BE CHECKED AFTER EACH STORM EVENT. EACH
DEVICE IS TO BE MAINTAINED OR REPLACED IF SEDIMENT ACCUMULATION HAS REACHED
ONE HALF THE CAPACITY OF THE DEVICE.
CONSTRUCTION, MAINTENANCE AND REMOVAL OF ALL EROSION CONTROL DEVICES ARE THE
RESPONSIBILITY OF THE CONTRACTOR. ALL EROSION CONTROL DEVICES SHALL CONFORM
TO THE STANDARDS SET FORTH IN THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT,
HEALTH AND NATURAL RESOURCES LAND QUALITY SECTION EROSION AND SEDIMENT
CONTROL PLANNING LAND DESIGN MANUAL.
NO SEDIMENT SHALL BE ALLOWED TO RUN OFF SITE. IF SEDIMENT IS TRACKED ONTO THE
ROADWAY, IT MUST BE CLEANED OFF DAILY.
ADDITIONAL MEASURES, BEYOND APPROVED PERMITTED DESIGN, TO CONTROL EROSION
AND SEDIMENT MAY BE REQUIRED BY A LOCAL REPRESENTATIVE OF THE STATE, CITY, OR
COUNTY.
ANY GRADING BEYOND THE LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE STATE
EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
CONSTRUCTION AND MAINTENANCE OF ALL EROSION CONTROL DEVICES SHALL CONFORM
TO THE STANDARDS SET FORTH IN THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT,
HEALTH AND NATURAL RESOURCES LAND QUALITY SECTION EROSION AND SEDIMENT
CONTROL PLANNING LAND DESIGN MANUAL.
GROUND COVER SHALL BE PROVIDED ON EXPOSED SLOPES WITHIN 14 WORKING DAYS
FOLLOWING COMPLETION OF ANY PHASE OF GRADING AND PERMANENT GROUND COVER
FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR 30 CALENDAR DAYS FOLLOWING
COMPLETION OF CONSTRUCTION OR DEVELOPMENT IN ANY PHASE.
SIDEWALK/PAVING/CURBING NOTES
WHERE NEW CURB AND GUTTER TIES TO EXISTING CURB OR CURB AND GUTTER, A
TRANSITION OF 10' SHALL BE MADE TO CONFORM TO THE EXISTING HEIGHTS, WIDTHS,
AND SHAPES.
INSTALL EXPANSION JOINT WITH THICKENED EDGE WHERE CONCRETE PAVEMENT ABUTS
BUILDINGS, MANHOLES, INLETS AND OTHER STRUCTURES IN THE PAVEMENT UNLESS
NOTED OTHERWISE.
ALL FREE CONCRETE PAVEMENT EDGES ABUTTING GRASSED, GRAVEL OR ASPHALT
PAVEMENT SHALL BE THICKENED.
CONSTRUCTION JOINTS SHALL BE USED AT THE END OF EACH DAY'S PLACING
OPERATIONS AND WHEN CONCRETE PLACEMENT IS INTERRUPTED FOR 30 MINUTES OR
LONGER.
ALL ODD SHAPED SLABS AND SLABS WITH PENETRATIONS (FOR UTILITIES, BASINS,
BOLLARDS, ETC.) SHALL BE REINFORCED WITH WWF (6x6 W2.9/W2.9).
SLOPE OF PAVEMENT WITHIN HANDICAPPED PARKING SPACES AND ACCESS AISLES SHALL
NOT EXCEED 2% IN ANY DIRECTION.
ALL HANDICAP RAMPING SHALL CONFORM TO ADA STANDARDS FOR ACCESSIBLE DESIGN.
SIGNAGE, STRIPING,
AND MARKING NOTES
ALL SIGNAGE SHALL CONFORM TO MUTCD AND NCDOT STANDARDS. SIGNAGE SHALL BE
AS INDICATED IN PLAN, AND INSTALLED BY CONTRACTOR.
ALL LOT STRIPING AND DIRECTIONAL ARROWS SHALL BE WHITE PAINT AND SHALL
CONFORM TO STATE DOT STANDARDS AND SPECIFICATIONS.
CROSSWALKS SHALL BE MARKED WITH THERMOPLASTIC MATERIALS AND CONSTRUCTED IN
ACCORDANCE WITH STATE DOT SPECIFICATIONS. CONTRACTOR TO INSTALL CROSSWALKS IN
SUCH A MANNER THAT CROSSWALKS ARE ALIGNED BETWEEN HANDICAP/WALKWAY ACCESS
POINTS OR PERPENDICULAR TO THE ROADWAY/DRIVE LANE.
SOME PAINTED MARKINGS IN THESE PLANS MAY BE SHOWN FOR INFORMATIONAL
PURPOSES ONLY AND WILL NOT BE REQUIRED WHERE PARKING/DRIVE AREAS ARE
INSTALLED AS GRAVEL.
ALL HANDICAP STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO ADA STANDARDS
FOR ACCESSIBLE DESIGN.
STANDARD R7-8a RESERVED PARKING AND MAXIMUM PENALTY $250 NCGS 20-37.6
SIGNS MUST BE INSTALLED IN FRONT OF THE HANDICAPPED PARKING SPACES. VAN
ACCESSIBLE SIGNS) MUST BE PROVIDED IN FRONT OF VAN ACCESSIBLE SPACES.
GENERAL UTILITY NOTES
A LICENSED UTILITY CONTRACTOR MUST PERFORM ALL UTILITY WORK INVOLVED IN
CONSTRUCTING THIS PROJECT.
NCDENR WATER AND SEWER PERMITS ARE REQUIRED. NO WORK SHALL BE DONE PRIOR
TO RECEIVING THESE PERMITS.
CONTRACTOR SHALL ISOLATE ALL NEW PIPING FROM EXISTING PIPING UNTIL ALL NEW
PIPING HAS BEEN TESTED AND ACCEPTED FOR SERVICE.
EXISTING UTILITIES SHALL BE PROTECTED DURING ALL CONSTRUCTION.
CONTRACTOR SHALL NOTIFY AND RECEIVE APPROVAL FROM THE CONTRACTING OFFICER AT
LEAST 10 DAYS PRIOR TO ANY UTILITY DISRUPTION.
WATER NOTES
ALL UNDERGROUND UTILITIES AND FIRE HYDRANTS MUST BE TESTED AND ACCEPTED
PRIOR TO STRUCTURAL CONSTRUCTION OF THE BUILDING(S) WHICH THEY SERVE.
ALL BACKFLOW PREVENTION ASSEMBLIES TO BE LOCATED WITHIN THE BUILDING
MECHANICAL ROOMS UNLESS LOCATED ON PLANS.
WHERE WATERLINE CROSSES UNDERNEATH STORM DRAINAGE PIPE, CONTRACTOR SHALL
PROVIDE A MINIMUM 12" VERTICAL CLEARANCE BETWEEN PIPES.
SANITARY SEWER NOTES
CLEANOUT SYMBOLS SHOWN ON THESE PLANS REPRESENT LOCATION OF SURFACE
ACCESS POINT. CONTRACTOR SHALL LOCATE WYE APPROPRIATELY BASED ON PIPE
DEPTH.
SPACE CLEANOUTS AT 75 FEET MAXIMUM. LOCATE CLEANOUTS AT ALL VERTICAL AND
HORIZONTAL CHANGES OF DIRECTION.
MINIMUM SLOPE: 4" SEWER SERVICE - 2.00% SLOPE
6" SEWER SERVICE - 1.00% SLOPE
8" SEWER SERVICE - 0.50% SLOPE
MANHOLES LOCATED IN PAVEMENT, CONCRETE OR OTHER TRAFFIC AREAS SHALL BE SET
AT GRADE. MANHOLES LOCATED IN OTHER AREAS (I.E. GRASS OR WOODED AREAS) SHALL
HAVE THEIR RIMS SET AT GRADE (UNLESS OTHERWISE INDICATED BY RIM ELEVATION).
WHERE EXISTING SERVICE/MAIN IS REMOVED FROM AN EXISTING UTILITY STRUCTURE,
CONTRACTOR TO PERMANENTLY PLUG OPENINGS THROUGH STRUCTURE WALL.
PROFILES ARE TAKEN OVER CENTERLINE OF HORIZONTAL ALIGNMENT OF PIPE.
JUN 16 2010
w
r
a
SEAL
SMITHGROUP /
CLARK-NEXSEN,
A JOINT VENTURE
324 BLACKWELL ST STE 1104
DURHAM, NC 27701�3600
SMITHGROUP
architecture engineering interiors planning
T 202.842.2100
CL ARK • NEXSEN
T 919.828,1876
A/E INFO
IFIR COMAAWDER NAVFAC '
ermnry
XXXXX
SATISFACTORY TO DATE —
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EPROJECT NO.: P1331
CONSTR. CONTR. NO.
N40085-09-C-3212
NAVFAC DRAWING NO.
12570400
SHEET 20 OF 832
C-001
C
14
0
2
3 1 4
5
DRAWFORM REVISION: 10 MARCH 2O09

C
C
GENERAL GRADING NOTES
REFER TO FINAL CONSTRUCTION PLANS FOR CLEARING LIMITS AND TEMPORARY EROSION
CONTROL DEVICES TO BE INSTALLED PRIOR TO COMMENCING CONSTRUCTION.
EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED CONTINUOUSLY,
RELOCATED WHEN AND AS NECESSARY, AND SHALL BE CHECKED AFTER EVERY RAINFALL.
SEEDED AREAS SHALL BE CHECKED REGULARLY AND SHALL BE WATERED, FERTILIZED,
RESEEDED, AND MULCHED AS NECESSARY TO OBTAIN A DENSE STAND OF GRASS.
PRIOR TO LAND DISTURBANCE, THE CONTRACTOR SHALL STAKE OUT AND MARK THE
LIMITS OF PAVEMENT AND OTHER ITEMS ESTABLISHED IN THE PLANS. THE CONTRACTOR
SHALL PROVIDE ALL NECESSARY SURVEYING FOR LINE AND GRADE CONTROL POINTS
RELATED TO EARTHWORK.
CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANIES FOR ANY REQUIRED
UTILITY ADJUSTMENTS AND/OR RELOCATIONS.
MATERIALS USED TO CONSTRUCT EMBANKMENTS FOR ANY PURPOSE, BACKFILL AROUND
DRAINAGE STRUCTURES, OR IN UTILITY TRENCHES FOR ANY OTHER DEPRESSION
REQUIRING FILL OR BACKFILL SHALL BE COMPACTED PER THE SPECIFICATIONS. THE
CONTRACTOR SHALL, PRIOR TO ANY OPERATIONS INVOLVING FILLING OR BACKFILLING,
SUBMIT THE RESULTS OF THE PROCTOR TEST TOGETHER WITH A CERTIFICATION THAT THE
SOIL TESTED IS REPRESENTATIVE OF THE MATERIALS TO BE USED ON THE PROJECT.
TESTS SHALL BE CONDUCTED BY A CERTIFIED MATERIALS TESTING LABORATORY AND THE
CERTIFICATIONS MADE BY A LICENSED PROFESSIONAL ENGINEER REPRESENTING THE
LABORATORY.
ALL SPOT GRADE ELEVATIONS IN CURB AND GUTTER REPRESENT GUTTER FLOWLINE
ELEVATION AT FACE OF CURB UNLESS OTHERWISE NOTED (ADD 6" FOR TOP OF CURB).
WHERE FILL IS TO BE PLACED ON EXISTING SLOPES STEEPER THAN 4:1, CONTRACTOR
SHALL EXCAVATE BENCHES WITH A MAXIMUM DEPTH OF 3'.
THE CONTRACTOR SHALL COORDINATE WITH THE GEOTECHNICAL ENGINEER FOR
APPROPRIATE SLOPE STABILIZATION ON ALL SLOPES STEEPER THAN 3:1.
TOP OF WALL ("TW") AND BOTTOM OF WALL ("BW") GRADES SHOWN ON THESE PLANS
REPRESENT FINISHED GROUND ADJACENT TO WALL.
STORM DRAINAGE NOTES
THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL DIMENSIONS SHOWN, INCLUDING
THE HORIZONTAL AND VERTICAL LOCATION OF CURB INLETS AND GRATE INLETS AND ALL
UTILITIES CROSSING THE STORM SEWER.
THE LOCATIONS OF STORM SEWER STRUCTURES SHOWN ON THESE PLANS ARE
APPROXIMATE. THE CONTRACTOR SHALL STAKE ALL CURB INLET STRUCTURES SUCH THAT
INLET TOPS ALIGN HORIZONTALLY WITH NEW CURB LOCATIONS. WHERE NEW STORM
SEWERS TIE TO EXISTING STRUCTURES, PIPES, ETC., THE CONTRACTOR SHALL FIELD
ADJUST NEW STORM SEWERS TO MATCH THE LOCATIONS OF THESE EXISTING FEATURES.
ALL ROOF LEADER DRAIN LINES ARE TO BE INSTALLED AT A MINIMUM OF 1 % SLOPE.
COMPACTION NOTES
WHEN MATERIALS, WHICH ARE DEEMED UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR
PAVEMENT PURPOSES BY THE TESTING LABORATORY, OCCUR WITHIN THE LIMITS OF
BUILDING OR PAVEMENT CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE
CONTRACTING OFFICER PRIOR TO REMOVING AND REPLACING THE UNSUITABLE SOIL.
ONCE APPROVED, THE CONTRACTOR SHALL EXCAVATE SUCH MATERIAL BELOW THE
SUBGRADE SHOWN ON PLANS AND THE AREAS SO EXCAVATED SHALL BE BACKFILLED
WITH APPROVED SUITABLE MATERIALS.
BORROW AREA NOTES
CONTRACTOR IS RESPONSIBLE TO ENSURE BORROW AREA HAS AN APPROVED EROSION
CONTROL PERMIT AND APPROPRIATE MEASURES IN PLACE PRIOR TO ANY LAND
DISTURBING ACTIVITY. THE LOCATION OF THE BORROW PIT IS AT THE CORNER OF
MCHUGH BLVD AND SNEADS FERRY ROAD.
TOPSOILS SHALL BE REMOVED FROM BORROW AREA AND STOCKPILED AT THE BORROW
SITE AND SPREAD AT THE COMPLETION OF GRADING ACTIVITY.
AT THE CONCLUSION OF THE PROJECT, SOILS IN THE BORROW AREA SHALL BE GRADED
A SMOOTH, COMPACTED, SEEDED, STABILIZED AND INSPECTED.
BORROW AREA IS LOCATED AT THE INTERSECTION OF McHUGH BLVD AND SNEADS FERRY
ROAD.
2 1 4
11111111111111111
ABBREVIATIONS EXISTING LEGEND (CONTINUED
ABC
AGGREGATE BASE COURSE
BLDG
BUILDING
BM
BENCH MARK
BMP
BEST MANAGEMENT PRACTICE
CONC
CONCRETE
CLF
CHAIN LINK FENCE
CMP
CORRUGATED METAL PIPE
CPP
CORRUGATED PLASTIC PIPE
CO
CLEAN OUT
COND
CONDUIT
DIP
DUCTILE IRON PIPE
E
EAST, EXISTING
ELEC MH
ELECTRIC MANHOLE
ELEV
ELEVATION
ES
EXISTING STORM
EUT
EXISTING UNDERGROUND TELEPHONE
EW
EXISTING WATER, EACH WAY
EX
EXISTING
FFE
FINISH FLOOR ELEVATION
FL
FLOW LINE
FH
FIRE HYDRANT
HPS
HIGH PRESSURE STEAM
INV
INVERT
MG
MATCH GRADE
MIN
MINIMUM
MUTCD
MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES
mC
190011NTER
PC
PUMPED CONDENSATE
PP
POWER POLE
PVC
POLYVINYL CHLORIDE
RCP
REINFORCED CONCRETE PIPE
R
RADIUS
S
SOUTH/SANITARY SEWER
SAN
SANITARY
SAN FM
SANITARY FORCE MAIN
SD
STORM DRAIN
SF
SILT FENCE
SHWT
SEASONAL HIGH WATER TABLE
STM
STEAM
STY
STORY
SAN MH
SANITARY SEWER MANHOLE
TBM
TEMPORARY BENCHMARK
TIC
TOP OF CURB
TEL PED
TELEPHONE PEDESTAL
TMH
TELEPHONE MANHOLE
T.O.B.
TOP OF BANK
T.O.S.
TOE OF SLOPE
TP
TREE PROTECTION
TYP
TYPICAL
WV
WATER VALVE
WWF
WELDED WIRE FABRIC
EXISTING LEGEND
2�
SURVEY CONTROL POINT/TRAVERSE POINT
$
SURVEY BENCHMARK
OO
STORM DRAIN MANHOLE
®
STORM DRAIN INLET
®
STORM DRAIN INLET
STORM DRAIN FLARED END SECTION
Os
SANITARY SEWER MANHOLE
®
SANITARY SEWER CLEANOUT
HYDRANT
X1
WATER VALVE
oM
WATER METER
SIAMESE CONNECTION
Da
IRRIGATION CONTROL VALVE
©
GAS MANHOLE
ECM
GAS METER
cwP
0
GASLINE WITNESS POST
O
TELEPHONE MANHOLE
TPE°
TELEPHONE PEDESTAL
OL
ELECTRIC MANHOLE
FTI
ELECTRIC TRANSFORMER
®
ELECTRIC BOX
UTILITY POLE
GUY WIRE
LIGHT POLE
<
LANDSCAPE LIGHT
:1 F•1
SIGN
FF=zszls'
FINISHED FLOOR ELEVATION
FENCE
T
UNDERGROUND TELEPHONE LINE
FO
UNDERGROUND FIBER OPTIC LINE
G
UNDERGROUND GAS LINE
E
UNDERGROUND ELECTRIC LINE
VV
UNDERGROUND WATER LINE
ss
SANITARY SEWER LINE
FM
SANITARY SEWER FORCE MAIN
—
STORM DRAIN LINE
-Si-
STEAM LINE
OHP—
OVERHEAD POWER LINE
UNKNOWN DESTINATION
WETLAND BOUNDARY
HANDICAP PARKING
WETLANDS
GRAVEL
❑
LIGHT POLE BASE
TREELINE
AR
RED MAPLE
cF
DOGWOOD
cc
PIGNUT HICKORY
Ll
CREPE MYRTLE
MG
SOUTHERN MAGNOLIA
PT
LOBLOLLY PINE
CIA
WHITE OAK
OR
WILLOW OAK
OR
RED OAK
TREE
UNKNOWN SPECIE
EXAMPLE:
10QR = 10" RED OAK
NEW
LEGEND
SEE CG111 FOR
EROSION AND SEDIMENT CONTROL LEGEND.
/-14.5
SPOT ELEVATIONS
14�
CONTOUR
.,.,... ,...
TREELINE
CONCRETE CURB AND GUTTER
— — W — —
WATER LINE
►t
GATE VALVE
Y
FIRE HYDRANT
9
POST INDICATOR VALVE
SD
STORM DRAIN
DROP INLET/CATCH BASIN
STORM MANHOLE
FLARED -END SECTION (F.E.S.)
S
SANITARY SEWER
O
SANITARY SEWER MANHOLE
•
SANITARY CLEANOUT OR DRAIN
LIGHT POLE
B-1
BORING LOCATION
�� •
LIMITS OF WORK
o BOLLARD
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TCJ
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DOOR LOCATION
INDICATES REINFORCED SLAB. ALL SLABS WITH
UTILITY AND SERVICE POINTS SHALL BE
REINFORCED WITH WWF (6x6 W2.9/W2.9) WHETHER
INDICATED OR NOT.
REMOVE UTILITY PIPE/LINE
REMOVE CURB AND GUTTER
33' AT/FP
82' AT/FP
EXPANSION JOINT
THICKENED EDGE
INDICATES TIED JOINT
LONGITUDINAL CONSTRUCTION JOINT
LONGITUDINAL CONTRACTION JOINT
TRANSVERSE CONSTRUCTION JOINT
TRANSVERSE CONTRACTION JOINT
REMOVE LIGHT POLE/LIGHT BOLLARD
CLEAR AND GRUB TREE
REMOVE UTILITY STRUCTURE
CLEAR AND GRUB EXISTING VEGETATION
DEMOLISH CONCRETE/ASPHALT/GRAVEL
BUILDING
HEAVY DUTY
ASPHALT PAVEMENT
(SEE DETAIL Al/C1501)
LIGHT DUTY
ASPHALT PAVEMENT
(SEE DETAIL Al/C1501)
ASPHALT GREENWAY
(SEE DETAIL
Al /C1501)
LIGHT DUTY
CONCRETE PAVEMENT (SEE DETAIL Al/C1501)
HEAVY DUTY
CONCRETE PAVEMENT
(SEE DETAIL Al/C1501)
CONCRETE SIDEWALK
REINFORCED
TURF
Jura 1 8 2010
C
C
SEAL
SMITHGROUP /
CLARK-NEXSEN,
A JOINT VENTURE
324 BLACKWELL ST STE 1104
DURHAM, NC 27701-3600
SMITHGROUP
architecture engineering intriors planning
T 202,842.2100
CLARK • NEXSEN
T 919,828.1876
A/E INFO
FOR COMMANDER NAVFAC
ACTIVITY
XXXXX
SATISFACTORY TO DATE —
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DRWSBT
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EPROJECT NO.: P1331
CONSTR. CONTR. NO.
N40085-09—C-3212
NAVFAC DRAWING NO.
12570401
SHEET 21 of 832
C-002
2
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DRAWFORIA REVISION: 10 MARCH 2O09

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SEAL
SMITHGROUP /
CLARK-NEXSEN,
A JOINT VENTURE
324 BLACKWELL ST STE 1104
DURHAM, NC 27701-3600
SMITHGROUP
archirature engineering Interiors planning
T 202.842.2100
CLARK * NEXSEN
T 919.B28.1876 A/E INFO
APPROVED
1 FOR COMMANDER NAVTAC '
ACT 7
' SUSFACTORY TO DATE
«PM/DM» XXXX
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N40085-09-C-3212
NAVFAC DRAWING NO.
12570402
SHEET 22 OF 832
C-100
C
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DRAWFORM REVISION: 10 MARCH 2O09

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CONSTRUCTION NOTES
ECONTRACTOR TO CLEAN SEDIMENT FROM DITCH
TO INVERT OF EXISTING PIPES
CONTRACTOR TO CLEAN SEDIMENT
FROM EXISTING PIPES
CONTRACTOR TO CONVERT EXISTING
STRUCTURE TO JUNCTION BOX
CONTRACTOR TO CONVERT EXISTING
STRUCTURE TO DROP INLET
5 4" SCH 40 PVC FOUNDATION DRAIN OUTLET
GENERAL NOTES:
1. SEE SHEETS PF100-Al AND PF100-A2 FOR CONTINUATION OF
ROOF DRAINS.
2. SEE SHEET A5-3-1 FOR CANOPY DRAINS.
3. FINISH GRADE ADJACENT TO BUILDING IN TURF/PLANTER AREAS TO
BE 8" BELOW FINISH FLOOR ELEVATION.
4. COORDINATE FOUNDATION DRAINS FOR BUILDING WITH STORM
DRAINAGE SYSTEM.
PSTREAM INVERT
ELEVATION
DOWNSTREAM INVERT
ELEVATION
UPSTREAM RIM
ELEVATION
UPSTREAM STRUCTURE
TYPE
15.70
15.54
19.04
DROP INLET
15.54
15.30
17.90
DROP INLET
15.92
15.00
19.09
JUNCTION BOX
15.00
FLARED END SECTION
15.19
14.01
21.80
JUNCTION BOX
14.01
13.72
12.09
JUNCTION BOX
13.72
19.25
JUNCTION BOX
RAPHIC SCALE
1 "=30'
60'
JUN 1 8 Mo
SEAL
SMITHGROUP /
CLARK-NEXSEN,
A JOINT VENTURE
324 BLACKWELL ST STE 1104
DURHAM,NC277013600
SMITHGROUP
architecture engineering Interiors planning
T 202.842.2100
CLARK • NEXSEN
T 919.828.1876
A/E INFO
' FOR C0111 DER NAVFAC '
ACTMTY
SATISFACTORY TO DATE —
DES VJC,
I DRWSBT
CHKRLE
«PM/DM» XXXX
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EPROJECT NO.: P1331
CONSTR. CONTR. NO.
N40085-09-C-3212
NAVFAC DRAWING NO.
12570418
SHEET 38 OF 832
CG 101
C
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DRAWFORM REVISION: 10 MARCH 2O09

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SEE PROJECT P1857 HOSPITAL
ADDITION FOR WORK OUTSIDE
THIS AREA °
ASPHALT
PIPE/STRUCTURE
(Fr)NAME
DESCRIPTION
SLOPE (%)
UPS REAM EVATION INVERT
DOWNSTR AM N INVERT
UPSTRELEVATIONEAM RIM
UPSTREAMYPSTRUCTURE
D1-D2
68
15"RCP
1.00%
31.56
30.88
37.00
DROP INLET
D2-D3
59
15"RCP
1.00%
30.88
30.29
37.73
CATCH BASIN
D3-D4
127
15"RCP
1.00%
30.29
29.02
1 36.54
CATCH BASIN
D4-D5
62
1 15"RCP
1.00%
29.02
28.39
1 33.60
CATCH BASIN
D7-D5
16
1 15"RCP
1.00%
28.54
28.39
1 32.95
CATCH BASIN
F16-39
1 42
1 18"RCP
1.00%
19.57
19.1.9
1 23.88
CATCH BASIN
GRAPHIC SCALE
1 "=30'
30' 60' 120'
JUN 1 8 2010
FOR COMMANDER NAVFAC
ACTMI1' XXXXXyyy
SATISFACTORY TO DATE -
DES VJC
I DRWSBT
CHKRLB
PN/DM» XXXX
BRANCH MANAGER XX
CHIEF ENG/ARCH XXX
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EPROJECT NO.: P1331
CONSTR. CONTR. NO.
N40085-09-C-3212
NAVFAC DRAWING NO.
12570419
SHEET 39 OF 832
I CG 102
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DRAWFORM REVISION: 10 MARCH 2DO9

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FFE-23.68'
2ND FLOOR
FFE=38.36'
FFE=2,3, 62'
MULTI -LEVEL BRICK
MEDICAL FACILITY
3
,1
1
1
1
LIMITS OF WORK �\ '
6 QJ
67///
s
r I /
PROTECT AREA OF INFILTRATION FROM
1 CONSTRUCTION TRAFFIC. (DO NOT COMPACT)
FF E=23.65'
FFE=23.44'
FFE=20.94'
4 FFE=23.66'
I � \
FFE=9.06
FFE=9.08' ---------
LANDSCAPE
./ T11DCD [T %
11
FFE= 9.04'
FFE=9.06'
A
MULTI --LEVEL BRICK
MEDICAL FACILITY
NOTES
ACCORDING TO THE SEDIMENTATION POLLUTION CONTROL ACT OF 1973
(NORTH CAROLINA GENERAL STATUTE 113A 51-66) THIS PROJECT IS
SUBJECT TO AN APPROVED SEDIMENTATION AND EROSION CONTROL PLAN.
THE CONTRACTOR SHALL ADHERE TO ALL OF THE CONDITIONS SET FORTH IN
THE APPROVED PLAN, AS PRESCRIBED BY NCDENR. A COPY OF THE
APPROVED SEDIMENTATION AND EROSION CONTROL PLAN SHALL BE
DISPLAYED AT THE JOB SITE AT ALL TIMES.
THERE SHALL BE NO DISTURBANCE WITHIN FIVE (5) FEET OF THE WETLANDS
E&S LEGEND 1
SEDIMENT FENCE OUTLET
C
C
SEAL
SMITHGROUP /
ROCK PIPE INLET PROTECTION CLARK-NEXSEN,
A JOINT VENTURE
324 BLACKWELL ST STE 1104
DURHAM, NC 27701-3600
SMITHGROUP
Eo (X akhit0engineering inSrrorsphnning
GRASS LINED CHANNEL T 2D2.82.642.2, DD
CLARK • NEXSEN
T 919.828.1876
A/E NFO
APPROVED
SEDIMENT BASIN
FOR COMMWER VAVFAC
AGRVITf
® XXXXX
TEMPORARY SEDIMENT TRAP
SAMFACTORY TO DATE —
DES VJC I DRWSBT CHKRLB
«PM/DM» xxxx
STONE WEIR BRANCH MANAGER xx
CHIEF ENG/ARCH xxx
XX>> xx
Ts TEMPORARY SEEDING s v CC
U1 Z L
cc
S 0
® RIP RAP DISSIPATOR PAD z Q
Q U 'w� Z
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TP TP- TREE PROTECTION w Q
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ENTRANCE/EXIT z Q No
W = w
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W�=Q
• LIMITS OF WORK < w Z
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r
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0 3 C)
SCALE: - AS INDICATED
EPROJECT NO.: P1331
CONSTR. CONTR. NO.
1"=30' 0 30' 60' 120' N40085-09-C-3212
NAVFAC DRAWING NO.
12570421
41 OF 832
SHEET
JUN ! 2U'0 CG 111
5 DRNIVFORM REVISION: 10 MARCH 2O09

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SEAL
SMITHGROUP /
CLARK-NEXSEN,
A JOINT VENTURE
324 BLACKWELL ST STE 1104
DURHAM, NC 277OW600
SMITHGROUP
architecture engineering interiors planning
T 202.842.2100
CLARK • NEXSEN
T 919.828.1876 A/E INFO
APPROVED
FOR COMMANDER NAVFAC
Acrhm'
XXXXX
SATISFACTORY TO DATE —
DES VjC,
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EPROJECT NO.: P1331
60' 120'
CONSTR. CONTR. NO.
N40085-09—C-3212
NAVFAC DRAWING NO.
12570422
SHEET 42 OF 832
JUN 1 8 2010
CG 1 12
5 DRAWFORM REVISION: 10 MARCH 2O09
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CHANNEL E1:
SHAPE = 'V' BOTTOM
MIN. DEPTH (FT) = 0.50
SIDE SLOPES (X:1) = 3.0
SLOPE (%) = 1.70
LINING = SOD
CHANNEL E2:
SHAPE = 'V' BOTTOM
MIN. DEPTH (FT) = 0.50
SIDE SLOPES (X:1) = 3.0
SLOPE (%) = 1.70
LINING = FIBERGLASS NETTING W/ MIN. SHEAR
STRESS OF 0.60psf
1 "=30' 1
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w
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SEAL
SMITHGROUP /
CLARK-NEXSEN,
A JOINT VENTURE
324 BLACKWELL ST STE 1104
DURHAM, INC 27701-3600
SMITHGROUP
architecture engineering in enom planning
T 202.842.2100
CI.ARK • NEXSEN
T 919.828.1876 A/E INFO
FOR COMMANDER NAVFAC
ACM XXXXX
SATISFACTORY TO DATE —
DES VJC
I DRWSBT
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BRANCH MANAGER xx
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CONSTR. CONTR. NO.
N40085-09-C-3212
NAVFAC DRAWING NO.
12570423
SHEET 43 OF 832
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PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12"
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IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB
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FOR 8'-0" IN HEIGHT OR LESS USE 6" WALLS AND BOTTOM SLAB. OVER
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Q
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INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF NO. 78M STONE IN A
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GENERAL NOTES:
USE CLASS "B" CONCRETE THROUGHOUT.
PROVIDE ALL DROP INILETS OVER 3'-6" IN DEPTH WITH STEPS 12"
ON CENTER. USE STE"S WHICH COMPLY WITH STD. DRAWING 840.66.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR 2" KEYWAY OR #4 BAR DOWELS AT
12" CENTERS AS DIRECTED BY THE ENGINEER.
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB
AS SHOWN ON STD. N0. 840.00.
CONSTRUCT WITH PIPE CROWNS MATCHING.
INSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGINE'.ER.
INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF NO. 78M STONE IN A
POROUS FABRIC BAG Oil WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER.
CHAMFER ALL EXPOSED CORNERS 1".
Y DRAWING NOT TO SCALE.
PLAN
WITH GRATE & FRAME REMOVED
^^'^" ^^PING(INCIDENTAL)
ELEVATION
840.16 FRAME �
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6„ B
I
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SECTION X-X SECTION Y-Y
DIMENSIONS AND QUANTITIES FOR DROP INL.ET(BASED ON MIN. HEIGHT, H)
DIMENSIONS OF BOX & PIPE
CUBIC YARDS
CONC. IN BOX
DEDUCTIONS FOR
ONE PIPE
PIPE
SPAN
WIDTH
MI'.N. HEIGHT
D
A
B
H
BOTTOM
SLAB
WALL PER
FT. HT.
mTO ETe
FOR MINIWM
NEIaIT N
C.M.
R.C.
12"
3'-0"
2'-0"
2'-0"
0.222
0.222
0.592
0.015
0.026
15"
♦
/
2'-3'
1
0.648
0.023
0.036
18
0.703
0.033A�20
24"
3'•0"
✓
0.814
0.059
30"
3'-0"
2'-0"
9'-6"
0.222
0.222
0.925
0.092
DROP INLET
1 I 2
CG101
CG102
#4 BAR
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SECTION W-W
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DROP INLET FRAME AND GRATE
CG101
CG102
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SMITHGROUP /
CLARK-NEXSEN,
A JOINT VENTURE
324 BLACKWELL ST STE 1104
DURHAM, NC 2770W600
SMITHHOUP
architecture engineering interiors planing
T 202.842.2100
CLARK • NEXSEN
T 919.828.1876
A/E INFO
P'•'I' it
FOR COMMANDER NANTACC
ACINRY XXXXX
SATISFACTORY TO DATE -
DES VJC
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EPROJECT NO.: P1331
CONSTR. CONTR. NO.
N40085-09-C-3212
NAVFAC DRAWING NO.
12570424
SHEET 44 OF 832
CG501
DRAWFORM REVISION: 10 MARCH 2O09
C

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SHEET 1 OF 1
840.31
CLEANOUT BOX IS
INDEPENDENT OF PIPE
AND THEREFORE IS
FREE TO MOVE WITH
ANY SETTLEMENT OF
THE GRADE
MANHOLE
L C
EL54 C
FOR MANHOLE COVER & FRAME #4 BARS "A"
PLAN / OPTIONAL SPACED 6"
C. TO C.
BRICK MAY BE USED
TO ADJUST FRAME &
COVER TO SURFACE
ELEVATION MAX. 1'
i OUTLET PIPE
o o J 1R F
- A
- - SECTION
C-C OR D-D
SECTION X-X
SECTION Y-Y
GENERAL (NOTES:
CHAMFER ALL EXPOSED CORNERS 1".
USE CLASS "B" CONCRETE THROUGHOUT.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR
#4 BAR DOWELS AT 12" CENTERS AS DIRECTED BY THE ENGINEER.
USE FORMS TO CONSTRUCT THE BOTTOM SLAB.
IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX,
ADD TO BASE AS SHOWN ON STANDARD NO. 840.00.
PROVIDE ALL JUNCTION BOXES OVER 3'-6" IN DEPTH WITH STEPS
12" ON CENTERS IN ACCORDANCE WITH STD. NO. 840.66.
ADJUST THE STEEL, CONCRETE AND BRICK MASONRY QUANTITIES
TO INCLUDE; THE ADDITION OF THE MANHOLE (I.E. DIAGONAL BARS
SHORTENED AROUND OPENING IN TOP SLAB, ADDITIONAL VARIABLE
HEIGHT BRICK MASONRY, OPENING IN TOP SLAB.)
MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO TOP
ELEVATION IS 12 FEET.
#4 BAR_
DOWEL
DIMENSIONS AND OUANTITIES FOR CONCRETE JUNCTION BOXES
DIMENSIONS OF BOX AND PIPE
REINFORCEMENT
BARS "A"
TOP SLAB
DIMENSIONS
CUBIC YARDS
IN BOX
TOTAL QUANTITIES
BOX AND SLABS
DEDUCTION:; FOR ONE
PIPE CU.YDS.
PIPE
SPAN
WIDTH
HEIGHT
D
A
B
H
NO.
LENGTH
E
F
Top
SLAB
BOTTOM
SLAB
RALLI
FT. OF HT.
Las.
REINF
CU. YDS.
MIN. "H"I
C.S.
R.C.
12"
2'-0"
2'-0"
2'-3"
12
2'-9"
3'-0"
3'-0"
0.167
0.167
0.185
22
0.750
0.015
0.024
15"
2'-3"
2'-3"
2'-6"
12
3'-0"
3'-3"
3'-3"
0.196
0.196
0.204
24
0.902
0.023
0.036
18"
2'-6"
2'-6"
2'-9"
14
3'-3"
3'-6"
3'-6"'
0.227
0.227
0.222
30
1.065
0.033
0.049
24"
3'-0"
3'-O"
3'-3"
16
3'-9"
4'-0"
4'-0"
17.29fi
0.296
0.259
40
1.434
0.059
0.085
30"
3'-6"
3'-6"
3'-9"
18
4'-3"
4'-6"
4'-6"
0.375
0.375
0.296
51
1.860
0.092
0.127
36"
4'-0"
4'-0"
4'-3"
20
4'-9"
5'-0"
5'-0"
0.463
0.463
0.333
64
2.341
0.132
0.178
42"
4'-6"
4'-6"
4'-9"
22
5'-3"
5'-6"
5'-6"
0.560
0.560
0.370
77
2.878
0.180
0.243
48"
5'-4"
5'-4"
5'-3"
26
6'-3"
6'-4"
6'-4"
0.743
0.743
0.407
111
3.623
0.235
0.317
54"
W-10"
5'-10"
5'-9"
28
6'-7"
6'-10"
W-10"
0.865
0.865
0.444
126
4.283
0.297
0.401
60"
6'-6"
6'-6"
6'-3"
30
7'-3"
7'-6"
7'-6"
"1.042
1.042
0.481
145
5.090
0.367
0.495
66"
7'-1"
7'-1"
6'-9"
32
7'-10"
8'-1"
8'-1"
1.210
1.210
0.51E1
169
5.917
0.444
0.589
JUNCTION BOX (MANHOI
NO SCALE
�
HEAVY DUTY COVER HEAVY DUTY CLEANOUT BOX W/ PLUG
,-4000 PSI CONCRETE
I
SHORT LENGTH OF CAST
IRON PIPE FURNISHED FOR
CLEANOUT BOX
CAST IRON PIPING
(DUCTILE IRON)
Z
PROVIDE PLUG WHERE C.O. IS OTHER
ZTHAN IN -LINE, OR WHERE REQUIRED
FLOW
STORM DRAINAGE CLEANOUT
NO SCALE
NCDOT RIP RAP CLASS 'B' STONE
C 3
1�
EMERGEN
B3
CG101
CG102
CG104
GEOTEXTILE FABRIC
BASIN
ELEV.
LENGTH
E
17.75
20'
F
16.35
15,
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840.31
SPIGOT END ON INLET
END SECTIONS HUB
END ON OUTLET END
A SECTIONS
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I G I B
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STATE USE OF SYSTEM ON COVER
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TOP OF COVER
B B
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BOTTOM OF COVER J !2
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1
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SECTION A -A
FRONT ELEVATION
END SECTION DIMENSIONS
DIA. A B C D E
15
6
2'-3"
1 -9
4'-0"
2 -6
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6 -1 3/4
5 -0
36"
1'-3"
5'-3"
2'-10 3/4"
8'-1 3/4"
6'-0"
48
2'-0'
6,-0"
2'-2"
8'-2"
7r-0rr
FLARED END SECTION (FES)
~ I
NO SCALE CG101 NO SCALE
1 2
MANHOLE FRAME
TOP OF BANK= 17.50
A3
CG101 -
PLAN OF COVER
C
Cq
3�"
SECTION B-B
MINIMUM WEIGHTS - LBS.
FRAME - 180
COVER - 120
TOTAL - 300
:SPECIFICATION
CLASS 30 IRON MEETING
ASTM A-48
R C3
CG101
2' MIN
35
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OPE (3:1)
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NOTES:
1. THE ENTIRE INFILTRATION BASIN SHALL BE SEEDED PER THE SEEDING SCHEDULE
IMMEDIATELY FOLLOWING THE COMPLETION OF CONSTRUCTION.
2. THE BOTTOM SHALL BE OVER EXCAVATED 4" AND BACKFILLED WITH CLEAN SAND TO THE
BOTTOM ELEVATION SPECIFIED.
3. IF HARDPAN OR OTHER UNSUITABLE SOILS ARE ENCOUNTERED, OVER -EXCAVATE THE
BOTTOM A MINIMUM OF 2' AND BACKFILL WITH ENGINEER APPROVED SANDY SOIL MATERIAL.
4. THE BASIN IS NOT TO BE USED AS AN EROSION CONTROL DEVICE.
INFILTRATION BASIN
NO SCALE
4 5
r11+
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JUN 1 8 2010
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SMITHGROUP /
CLARK-NEXSEN,
A JOINT VENTURE
324 BLACMELL ST STE 1104
DURHAM, NC 27701J600
SMITHGROUP
architecture engineering interim planring
T 202.842.2100
CLARK • NEXSEN
T 919.828.1876
AA INFO
FOR COMMANDER N4YFAC
ACTMIY
XXXXX
SATISFACTORY TO 0.41E -
DES VJ C
DRWS BT
CHK R LI
«PM/DM» XXXX
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EPROJECT NO.: P1331
CONSTR. CONTR. NO.
N40085-09-C-3212
NAVFAC IIRAWIN13 NO,
12570425
SHEET 45 OF 832
CG502
E

3
C
EL 17.25
EL 18.50 (TOP OF RISER)
EL 17.48 (100—YR)
EL 17.32 (10—YEAR)
EL 17.16 (2—YEAR)
15" RCP
3.68%SLOPE EL 17.08 (1—YEAR)
INV 16.50 EL 16.50 (ORIFICE)
e" 4:
3.506 MINv d
SECTION B—B
RISER INLET BOX E
NO SCALE
SECTION A —A
NOTES:
1. RISER TO BE PRE -CAST CONCRETE STRUCTURE.
CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL.
2. ORIFICE: 1.00" PVC DRAWDOWN PIPE
SOD SIDESLOPES TO
4' PAST TOP OF BASIN
TOP OF SEDIMENT STORAGE
(BOTTOM OF BASIN)
SEDIMENT CLEANOUT
BOTTOM ELEVATION
eSH RACK
:MOVED FOR CLARITY))
EL 16.50 (ORIFICE)
SOD SIDESLOPES TO
4' PAST TOP OF BASIN
RISER RIM
1 FT. OF SEDIMENT STORAGE
CG107
CG107
PEAKED ROOF
TRASH RACK
TOP OF EMBANKMENT
EMERGENCY SPILLWAY B1
G50
OUTLET PIPE (SEE CG108)
CONCRETE
ANTI —SEEP COLLAR
10' VEGETATED SHELF
BASIN
BOTTOM OF
BASIN ELEV
RISER
STRUCTURE
PERMANENT
POOL ELEV.
SEASONALHIGH
WATER TABLE ELEV.
EMERGENCY
SP I LLWAY ELEV.
TEMPORARY POOL
ELEVATION
TOP OF
EMBANKMENTELEV
E
11.50
R-E
16.50
16.00
17.75
17.2S
19.00
WET DETENTION BASIN SECTION
NO SCALE
Al
12" MIN.
4
n
a 2' MIN.
4
6 <
A
2''MI POND CULVERT 2 M .*
PIPE
s
2'`MIN .. <
4.
#4 REBAR ® 12" OC
IN FRONT & REAR FACE
OF COLLAR. REBAR TO
HAVE 3" MIN. CONC COVER
FROM EDGE OR FACE OF COLLAR
NOTES:
1. ALL CONCRETE TO BE 3000 PSI
NON -FLY ASH
2. APPLY 1/2" THICK WRAP OF
ASPHALTIC CEMENT AROUND
DISCHARGE PIPE 6" BEYOND
PLANNED SEPPAGE COLLAR ON BOTH
SIDES.
3. APPLY ADDITIONAL ASPHALTIC
CEMENT AT PIPE/SEEPAGE COLLAR
INTERFACE ON UPSTREAM FACES.
4. ASPHALTIC CEMENT TO MEET OR
EXCEED FEDERAL SPECIFICATION
SS-153 TYPE 1: ASTM-D-2822-75
TYPE 1.
5. WHERE TOP OF BERM IS WITHIN HEIGHT
OF ANTI -SEEPAGE COLLAR, STOP
ANTI -SEEPAGE COLLAR AT TOP OF
BERM.
CONCRETE ANTI -SEEPAGE COLLAR
NO SCALE
SWALE
NO SCALE
D3
1 �
3
PROFILE VIEW
CONCRETE SADDLE
NO SCALE
RISER
00
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U �
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DRAIN DOWN ORIFICE
NO SCALE
Al
i.
NOTE:
TO BE USED WHEN THER
LESS THAN 1' CLEARANCE
BETWEEN PIPES.
�1
3
PLAN VIEW
CAP WITH HOLE DRILLED
C5
JUN 1 8 ?O11?
11911
SMITHGROUP /
CLARK-NEXSEN,
A JOINT VENTURE
324 BLACKWELL ST STE 1104
DURHAM, NC 27701-3600
SMITHGROUP
a hdecture engineering it vs planning
T 202.842.2100
CLARK • NEXSEN
T 919.828.1876 A/E R1v0
FOR COMMANDER NAVFAC
ACTIVITY
XXXXX
SVISFACTORf TO DATE —
DES VJC
DRWSQTI
CHKRLE
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BRANCH MANAGER XX
CHIEF ENG/ARCH XXX
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CONSTR. CONTR. NO.
N40085-09-C-3212
NAVFAC DRAWING NO.
12570426
SHEEF 46 OF 832
CG503
C
E
Ii1
DRAWFORM REVISION: 10 MARCH 2OD9

5
C
1. SET THE STEEL POSTS
3. WIRE FILTER FABRIC TO
POSTS AND EXTEND IT
INTO THE TRENCH.
2. EXCAVATE A 8"X4" TRENCH
UPSLOPE ALONG THE LINE OF
POSTS.
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
CONSTRUCTION OF A FILTER BARRIER
CONSTRUCTION SPECIFICATIONS
1. CONSTRUCT THE SEDIMENT FENCE OF STANDARD OR EXTRA STRENGTH SYNTHETIC
FILTER FABRICS.
2. ENSURE THAT THE HEIGHT OF THE FENCE DOES NOT EXCEED 18 INCHES ABOVE
THE GROUND SURFACE.
3. IF JOINTS ARE NECESSARY, FASTEN THE FILTER CLOTH ONLY AT A SUPPORT
POST WITH OVERLAP TO THE NEXT POST.
4. USE 1.33LB/LINEAR FT STEEL WITH A MINIMUM LENGTH OF 5 FT., AS POSTS.
5. WHEN A WIRE MESH SUPPORT FENCE IS USED, SPACE POSTS A MAXIMUM OF 8
FT APART, OTHERWISE, SPACE POSTS A MAXIMUM OF 6 FT. APART.
6. USE WIRE TO ATTACH FABRIC DIRECTLY TO POSTS.
7. DO NOT ATTACH FILTER FABRIC TO EXISTING TREES.
8. DO NOT INSTALL SEDIMENT FENCE ACROSS SEDIMENT TRAP OUTLETS AND INLET
PROTECTION, OVER PAVEMENT, STORM OUTLETS, CONSTRUCTION ENTRANCES, OR
IN AREAS THAT MAY BLOCK STORMWATER CHANNELS.
SEDIMENT (SILT) FENCE r
NO SCALE
DEWATERING
CONCRETE
BRICK
SLOPE,
GRAVEL
FILTER
TEMPORARY ��-
SEDIMENTV-
POOL WIRE
SCREEN
1' MIN co
2' MAX ..
F
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4.
P INLET
SEDIMENT
pt
GRATE
ATERING
CG111
CC112
NOTES:
1. KEEP THE HEIGHT OF THE BARRIER AT LEAST 12 INCHES AND NO GREATER THAN 24
INCHES.
2. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ON ITS SIDE IN THE BOTTOM
ROW TO ALLOW POOL DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED AT LEAST
2 INCHES BELOW THE CREST OF THE STORM DRAIN.
3. PLACE HARDWARE CLOTH OR WIRE MESH WITH �-INCH OPENINGS OVER ALL BLOCK
OPENINGS TO HOLD GRAVEL IN PLACE.
4. PLACE CLEAN GRAVEL, 3/4-TO 1/2-INCH IN DIAMETER, 2 INCHES BELOW THE TOP
OF THE BLOCK ON A 2:1 SLOPE OR FLATTER AND BRING TO EVEN GRADE (DOT #57
WASHED STONE IS RECOMMENDED), AND ON THE SLOPE TOWARDS THE INLET, USE
STONE 3 INCHES IN DIAMETER OR LARGER.
BLOCK AND GRAVEL INLET PROTECTION
NO SCALE
CG111
CG112
DRIP LINE
2" X 2" STAKES
NOTE: AT 4' C.C.
DRIVE STAKES FIRMLY INTO GROUND AT LEAST 12"
TREE PROTECTION
NO SCALE CG111
CG112
TEMPORARY
RATE
SPECIES
(LB/AC)
DATES
RYE (GRAIN)
120
DEC. 1 - APR. 15
KOBE LESPEDEZA
50
DEC. 1 - APR. 15
GERMAN MILLET
40
APR. 15 - AUG.. 15
RYE (GRAIN)
120
AUG. 15. - DEC. 30
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE
GROUND AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10
FERTILIZER
MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH
ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH
BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
TOOL.
MAINTENANCE
IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTILIZE IN THE SECOND
YEAR ACCORDING TO SOIL TESTS OR TOPDRESS WITH 500 LB/ACRE
10-10-10 FERTILIZER. RESEED, REFERTILIZE, AND MULCH AREA
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. IF SEEDING IN
FALL, TOPDRESS WITH 50 LB/ACRE OF NITROGEN IN MARCH. IF IT IS
NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED
WITH 50 LB/ACRE KOBE LESPEDEZA IN LATE FEBRUARY OR EARLY
MARCH.
TEMPORARY SEEDING SCHEDULE
NO SCALE CG111
CG112
C2
am
I ILI LI\ ULFII\I\LI
MAINTENANCE
INSPECT RIPRAP OUTLET STRUCTURES AFTER HEAVY RAINS TO SEE IF ANY
EROSION AROUND OR BELOW THE RIPRAP HAS TAKEN PLACE OR IF STONES
HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO
PREVENT FURTHER DAMAGE.
NOTES:
1. A FILTER BLANKET OR FILTER FABRIC SHALL BE INSTALLED BETWEEN
THE RIPRAP AND SOIL FOUNDATION.
RIP RAP DISSIPATOR PAD
CONSTRUCTION SPECIFICATIONS:
1. ENSURE THAT THE SUBGRADE FOR THE FILTER AND RIPRAP FOLLOWS
THE REQUIRED LINES AND GRADES SHOWN IN THE PLAN. COMPACT ANY
FILL REQUIRED IN THE SUBGRADE TO THE DENSITY OF THE
SURROUNDING UNDISTURBED MATERIAL. LOW AREAS IN THE SUBGRADE
ON UNDISTURBED SOIL MAY ALSO BE FILLED BY INCREASING THE
RIPRAP THICKNESS.
2. THE RIPRAP AND GRAVEL FILTER MUST CONFORM TO THE SPECIFIED
GRADING LIMITS SHOWN ON THE PLANS.
3. FILTER CLOTH, WHEN USED, MUST MEET DESIGN REQUIREMENTS AND BE
PROPERLY PROTECTED FROM PUNCHING OR TEARING DURING
INSTALLATION. REPAIR ANY DAMAGE BY REMOVING THE RIPRAP AND
PLACING ANOTHER PIECE OF FILTER CLOTH OVER THE DAMAGED AREA.
ALL CONNECTING JOINTS SHOULD OVERLAP A MINIMUM OF 1 FT. IF THE
DAMAGE IS EXTENSIVE, REPLACE THE ENTIRE FILTER CLOTH.
4. RIPRAP MAY BE PLACED BY EQUIPMENT, BUT TAKE CARE TO AVOID
DAMAGING THE FILTER.
5. RIPRAP MAY BE FIELD STONE OR ROUGH QUARRY STONE. IT SHOULD
BE HARD, ANGULAR, HIGHLY WEATHER -RESISTANT AND WELL GRADED.
6. CONSTRUCT THE APRON ON ZERO GRADE WITH NO OVERFALL AT THE
END. MAKE THE TOP OF THE RIPRAP AT THE DOWNSTREAM END LEVEL
WITH THE RECEIVING AREA OR SLIGHTLY BELOW IT.
7. ENSURE THAT THE APRON IS PROPERLY ALIGNED WITH THE RECEIVING
STREAM AND PREFERABLY STRAIGHT THROUGHOUT ITS LENGTH. IF A
CURVE IS NEEDED TO FIT SITE CONDITIONS, PLACE IT IN THE UPPER
SECTION OF THE APRON.
8. IMMEDIATELY AFTER CONSTRUCTION, STABILIZE ALL DISTURBED AREAS
WITH VEGETATION (PRACTICES 6.10, TEMPORARY SEEDING, AND 6.11,
PERMANENT SEEDING).
\ x�
i
,CLASS 1 RIP RAP(SEE SECTION THRU BASIN BELOW)
� \
\\ /�
\ INVERT /. CLASS
/14fIP RAP HEADWALL
SFDI#5 WASMi`D 1' STONE. THICK X 3' HIGH MIN.
TORAGE
(AREA /
PERSPECTIVE VIEW NOTE:
/ GRAVEL &RIP RAP FILTER BERM BASIN DETAIL
NO SCALE IS DESIGNED TO PROTECT EXISTING PIPE INVERTS
THAT DRAIN 10 ACRES OR LESS.
A3 AREAS TO BE DISTURBED SEDIMENT STORAGE PIPE INVERT
(CUT, FlLL, ETC.) FLOOD STORAGE ZONE RIP RAP HEADWALL
/ I r.49',
NATURAL
5 3• _GROUND
' ___-__FLOW _-_-_-
qf IV NOTE-y 1.5
` CLASS 1 RIP -RAP FlLTER FABRIC
DIMENSIONS ARE
MINIMUM ACCEPTABLE #57 WASHED STONE
UNLESS OTHERWISE MAX. SEDIMENT DEPTH(CLEAN OUT POINT)
NOTED.
SECTION THRU BASIN, FILTER AND CULVERT PIPE
NO SCALE
GRAVEL & RIP RAP HORSESHOE
INLET BASIN
NO SCALE
C5
CG111
NOTE:
STRUCTURAL STONE SHALL BE NCDOT
CLASS "B" STONE FOR EROSION
CONTROL PURPOSES. SEDIMENT
CONTROL STONE SHALL BE NCDOT NO.
5 OR NO. 57 STONE.
SILT FENCE
'-6" MIN.
F'Low 2
SEDIMENT CONTROL 3' MAX.
STONE
STRUCTURAL
STONE
SILT
FENCE
TOP VIEW
SI
SILT FENCE
nn T rr\Inr
MIN
FRONT VIEW JUN 1 2010
SEDIMENT FENCE OUTLET
NO SCALE
CG111
CG112
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SEAL
SMITHGROUP /
CLARK-NEXSEN,
A JOINT VENTURE
324 BLACKWELL ST STE 1104
DURHAM, NC 27701-3600
SMITHOROUP
archRectme engineering inlacrs Banning
T 202.842.2100
CLARK • NEXSEN
T 919.828.1876 A/E INFO
APPROVED
FOR COMMAIRIER NAVFAC
ACIMII'
XXXXX
SATISFALTORf TO DATE -
DES VJC I DRWSBT OHKRLB
«PM/DM» XXXX
BRANCH MANWER XX
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NOTES:
1. DRIVE STEEL FENCE POST AT LEAST 18" INTO SOLID GROUND
2. WOOD POSTS ARE NOT ACCEPTABLE.
3. USE STAPLES 1' APART TO ATTACH FABRIC TO "HOG WIRE" BAFFLE
4. SPACED AS PER APPROVED PLAN.
HORIZONTAL METAL
POST WIRED SECURELY
TO VERTICAL POSTS
"HOG WIRE ATTACHED
TO POSTS WITH
LENGTHS OF WIRE
BAFFLE INSTALLATION - STEP 1
BAFFLES
SCALE
SEDIMENT STAKE SET 1.0'
ABOVE BOTTOM OF BASIN
HORSESHOE INLET PROTECTION
6" DRAWDOWN ORIFICE
ENSURE SIDESLOPES ARE
FULLY STABILIZED TO
PREVENT EROSION
BOTTOM OF BASIN
TEMPORARY K
NO SCALE
5. MATTING: PROVIDE MATTING TO MEET THE FOLLOWING REQUIREMENTS:
100% COCONUT FIBER (COIR) TWINE WOVEN INTO HIGH STRENGTH MATRIX
THICKNESS 0.30 IN. MINIMUM
TENSILE STRENGTH 1348 X 626 LB/FT MINIMUM
ELONGATION 34% X 38% MAXIMUM
FLEXIBILITY (MG -CM) 65030 X 29590
FLOW VELOCITY OBSERVED 11 FT/SEC
WEIGHT 20 OZ/SY
SIZE 6.6 X 164 FT (120 SY)
"C" FACTOR 0.002
OPEN AREA (MEASURED) 50%
TOP OF BAFFLE SHOULD
BE 6" HIGHER THAN THE
BOTTOM OF THE SPILLWAY
BOTTOM OF BAFFLE
IN TRENCH AND
TRENCH FILLED WITH
SOIL AND COMPACTED
BAFFLE INSTALLATION - STEP 2
PLAN
RISER RIM TRASH RACK
HORSESHOE INLET
PROTECTION
BAFFLES (TYP.)
C1
CG506
MENT BASIN
N
6" DRAWDOWN
ORIFICE
oonnl �
TOP OF BERM
EMERGENCY SPILLWAY B1
CG50
OUTLET PIPE (SEE CG108)
CONCRETE
ANTI -SEEP COLLAR
Cu
STOI
COIR FABRIC
PERSPECTIVE VIEW
1'�� 2'
#57 WASHED STONE
CLASS I RIP -RAP
HORSESHOE INLET PROTECTION
NOTE: SEDIMENT BASINS TO BE DESIGNED AND
CONSTRUCTED PER NCDENR EROSION AND
SEDIMENT CONTROL PLANNING AND DESIGN
MANUAL.
CG111
CG113
CG115
CG111 CG115
M113
JUN 13 2010
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CLARK-NEXSEN,
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SMITHGROUP
a¢hiteRure engineering interiors planning
T 202.842.2100
CLARK • NEXSEN
T 919.828.1876
A/E INFO
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T 202.842.2100
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T 919.828.1876 A/E INFO
FOR COMMANDER NAYFAC
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T 202.842.2100
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T 919.828.1876
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NAVFAC DRAWING
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SHEET 87
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324 BLACKWELL ST STE 1104
DURHAM, NC 27701-3600
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archwtxe engiwmg mt rms planning
T 202.842.2100
CLARK • NEXSEN
T 919.828.1876 A/C iNro
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SHEET 90 OF 661
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DRAWFORM REVISION: 10 MARCH 2O09

2 I 3
4 I 5
10
Ems,
3"
ALL TREES TO HAVE
SPECIMEN FORM WITH
FULL, DENSE CROWNS
2 X 2 WOOD STAKES
COMPACTED EARTH
SAUCER 6" MIN. —
3" MULCH —�
ROOT BALL
UNDISTURBED
SOIL
SLIGHT RAISE
BELOW ROOT
BALL
FALE PLANTING DETA
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x ROOT
HRU
QA 1 NO SCALE
1
IL
3" MIN. MULCH
REMOVE BURLAP FROM TOP
1/3 OF ROOT BALL AFTER
SEEP L PARTIAL BACKFILLING
FINISH GRADE
PLANTING SOIL MIXTURE
SETTLING MOUND
B PLANTING DETAIL
PLANTING SCHEDULE
KEY NOTE
NUMBER
SYM
QTY
BOTANICAL NAME
COMMON NAME
SIZE
COMMENTS
CALIPER
HEIGHT
SPACING
TREES
El
GT
GLEDITSIA TRIACANTHOS 'INERMIS'
THORNLESS HONEYLOCUST
6"
B & B
El
CK
I
CORNUS KOUSA
KOUSA DOGWOOD
2"
B & B
El
QB
QUERCUS BICOLOR
SWAMP WHITE OAK
3-3 1/2"
B & B
❑e
QP
QUERCUS PHELLOS
WILLOW OAK
3-3 1/2"
B & B
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1 3858
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12" O.C.
3" POT
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1 2336
OPHIOPOGON JAPONICUS 'NANA'
DWARF MONDO GRASS
12" O.C.
3" POT
Q
PO
1596
PORTULACA OLERACEA 'WILDFIRE'
PURSLANE
12" O.C.
3" POT
El
AR
AJUGA REPTANS
AJUGA
12" O.C.
3" POT
ROOF
PLANTING
15
SAA
1220
SEDUM ACRE 'AUREUM'
GOLDEN STONECROP
8" O.C.
72 CELL
El
SA
3046
SEDUM ALBUM
WHITE STONECROP
8" O.C.
72 CELL
+D
SSW
2937
SEDUM SPURIUM 'WHITE FORM'
WHITE FORM STONECROP
8" O.C.
72 CELL
1e
TIC
2618
TALINUM CALYCINUM
FAME FLOWER
8" O.C.
72 CELL
19
SK
1064
SEDUM KAMTSCHATICUM
RUSSIAN STONECROP
8" O.C.
72 CELL
❑�
MS
634
MISCANTHUS SINENSIS
MAIDEN GRASS
36" O.C.
3 GAL. CONT.
El
OJ
1569
OPHIOPOGON JAPONICUS
MONNO GRASS
12" O.C.
3" POT
BC
16
BIGNONIA CAPREOLATA
CROSSVINE
18" O.C.
3 GAL. COY.
SWM LITTORAL SHE
CO
51
CEPHALANTHUS OCCIDENTALIS
BUTTON BUSH
20' O.C.
3 GAL. CONT.
JE
2510
JUNCUS EFFUSUS
COMMON RUSH
24" O.C.
3" POT
LC
2510
LOBELIA CARDINALIS
CARDINAL FLOWER
24" O.C.
PINT CONT.
PLANT LITTORAL SHELF IN EACH POND SHOWN ACCORDING TO THE FOLLOWING SCHEDULE:
- AT THE HIGH END ELEVATION, PLANT BUTTON BUSH AT 20' O.C. AROUND THE PERIMETER
- DISPERSE PLANTING ON LITTORAL SHELF WITH REMAINING PLANTS (COMMON RUSH AND CARDINAL FLOWER) AT 24" O.C.
0
e
SPACING
"D"
ROW
"A"
8" O.C.
12" O.C.
18" O.C.
15" O.C.
24" O.C.
21" O.C.
36" O.0
31 " O.C.
SLANT SPACING
uG/SNO SCALE
EQ.
PLANT (TYP)
NOTE:
GROUNDCOVERS AND
PERENNIALS TO BE
INSTALLED WITH
TRIANGULAR SPACING
PLANTS SHALL BE EQUAL
DISTANCE APART SEE PLANTING
SCHEDULE AND PLANT SPACING
DETAIL FOR SPACING)
2" MIN. MULCH OVER
ENTIRE BED; DO NOT
COVER CROWNS OF
PLANTS
2" MOUNDED WATER BASIN
�I
AO R0UNDCOVER DETAIL
100 SCALE
CONTINUOUS
PLANTING BED
EXTENDING
UNDER PLANTS;
USE SPECIFIED
PLANTING SOIL
MIXTURE
-SUBGRADE
ree
0
ld__
IT
n
LAY SOD IN A STAGGERED PATTERN
WITH STRIPS BUTTED TIGHTLY AGAINST
EACH OTHER. A SHARPENED MASON'S
TROWEL CAN BE USED TO TUCK DOWN
THE ENDS AND TRIM PIECES.
)D ACROSS THE DIRECTION
DW WITHIN WATERWAYS.
1011 I0III CORRECT
BUTTING - ANGLED ENDS CAUSED BY
THE AUTOMATIC SOD CUTTING MUST BE
MATCHED CORRECTLY.
INCORRECT
L _% n USE PEGS OR STAPLES TO FASTEN SOD
lot T_1 FIRMLY AT THE ENDS OF STRIPS AND IN
6-10" PEG THE CENTER, OR EVERY 3-4' IF THE
OR STAPLE STRIPS ARE LONG. DRIVE PEGS OR
STAPLES FLUSH WITH THE GROUND.
PEG OR STAPLE (TYP.)
INSTALLATION SPECIFICATIONS:
1. MOISTENING THE SOD AFTER IT IS UNROLLED HELPS MAINTAIN ITS VIABILITY. STORE IT IN THE
SHADE DURING INSTALLATION.
2. RAKE THE SOIL SURFACE TO BREAK THE CRUST JUST BEFORE LAYING SOD. DURING THE
SUMMER, LIGHTLY IRRIGATE THE SOIL, IMMEDIATELY BEFORE LAYING THE SOD TO COOL THE
SOIL, REDUCE ROOT BURNING, AND DIEBACK.
3. DO NOT SOD ON GRAVEL, FROZEN SOILS, OR SOILS THAT HAVE BEEN TREATED RECENTLY
WITH STERILANTS OR HERBICIDES.
4. LAY THE FIRST ROW OF SOD IN A STRAIGHT LINE WITH SUBSEQUENT ROWS PLACED PARALLED
TO AND BUTTING TIGHTLY AGAINST EACH OTHER. STAGGER STRIPS IN A BRICK -LIKE PATTERN.
BE SURE THAT THE SOD IS NOT STREACHED OR OVERLAPPED AND THAT ALL JOINTS ARE
BUTTED TIGHTLY TO PREVENT VOIDS. USE A KNIFE OR SHARP SPADE TO TRIM AND FIT
IRREGULARLY SHAPED AREAS.
5. INSTALL STRIPS OF SOD WITH THEIR LONGEST DIMENSION PERPENDICULAR TO THE SLOPE. ON
SLOPES 4:1 OR GREATER, OR WHEREVER EROSION MAY BE A PROBLEM, SECURE SOD WITH
PEGS OR STAPLES.
6. AS SODDING OF CLEARLY DEFINED AREAS IS COMPLETED, ROLL SOD TO PROVIDE FIRM
CONTACT BETWEEN ROOTS AND SOIL.
7. AFTER ROLLING, IRRIGATE UNTIL THE SOIL IS WET 4 INCHES BELOW THE SOD.
8. KEEP SODDED AREAS MOIST TO A DEPTH OF 4 INCHES UNTIL THE GRASS TAKES ROOT. THIS
CAN BE DETERMINED BY GENTLY TUGGING ON THE SOD --RESISTANCE INDICATES THAT
ROOTING HAS OCCURRED.
9. MOWING SHOULD NOT BE ATTEMPTED UNTIL THE SOD IS FIRMLY ROOTED, USUALLY 2-3
WEEKS.
WITHIN SODDED WATERWAYS:
1. PREPARE THE SOIL AS DESCRIBED ABOVE.
2. WITHIN SODDED WATERWAYS, LAY SOD STRIPS PERPENDICULAR TO THE DIRECTION OF FLOW,
WITH THE LATERAL JOINTS STAGGERED IN A BRICK -LIKE PATTERN. EDGES SHOULD BUTT
TIGHTLY TOGETHER.
3. AFTER ROLLING OR TAMPING TO CREATE A FIRM CONTACT, PEG OR STAPLE INDIVIDUAL SOD
STRIPS TO RESIST WASHOUT DURING ESTABLISHMENT. JUTE OR OTHER NETTING MATERIAL MAY
BE PEGGED OVER THE SOD FOR EXTRA PROTECTION ON CRITICAL AREAS.
NCDENR SOD INSTALLATION DETAIL
^J NO SCALE
JUN 1 b 2010
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EPROJECT NO.: P1857
CONSTR. CONTR. NO.
N40085-09—C-3212
NAVFAC DRAWING NO.
12569612
SHEET 92 OF 661
L-501
A
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DRAWFORM REVISION: 10 MARCH 2O09

1 I 2
3 I 4
5
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1 2 I 3 4
NOTES
LANDSCAPE KEY NOTES
�1 NOT USED
n C.I.P. PAVING - SEE CML
M NOT USED
F4 NOT USED
�5 NOT USED
�6 NOT USED
�7 PLANTING BED - TYPE 1
❑6 PLANTING BED - TYPE 2
❑g PLANTING BED - TYPE 3
1O PLANTING BED - TYPE 4
11 TURF GRASS PLANTING
12 PLAZA TREE-6' MIN. HEIGHT TO CANOPY
13 MULCH BED
14 IPE WOOD DECK/WALK
0
0
N
GRAPHIC SCALE
0 30'
1 "=30'
5
120'
JUN 1 S 2010
a
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CLARK-NEXSEN,
A JOINT VENTURE
324 BLACKWELL ST STE 1104
DURHAM,NC27701-3600
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T 202,842.2100
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CONSTR. CONTR.
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NAVFAC DRAWING
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DRAWFORM REVISION: 10 MARCH 2O09
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ADDITION FOR WORK OUTSIDE THIS AREA
L:
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GRAPHIC SCALE
5
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JUN 1 8 2010
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A JOINT VENTURE
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T 202.842.2100
CLARK • NEXSEN
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CONSTR. CONTR. NO.
80'
N40085-09—C-3212
NAVFAC DRAWING NO.
12570437
SHEET 57 OF 832
L-102
DRAWFORM REVISION: 10 MARCH
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2

LOCATION MAP (NOT TO SCALE) SYM °MCM" °N
PARKING LOT ADDITION
deboro ,� (Betas w, Bwn -`Ur \ „
,
� y Trenton OAK GROVE �//
� �/S.wn � � � • � ���CHERRY POINT i' ,��
9e ockadb
e aM. I Havelock marNAVAL HOSPITAL
Hilk Cambrt Mays
/ RkAland. �� oreheod Gky
1av19a Ja nMb `r��.-,�
�M�lo
Raoeahll� j� Vron
DEPARTMENT OF THE NAVY
Dix
,Wdloee
Folkvt n i
� /- PROJECT
Burgow
o. R� SI TE
Words Cer / G
H petood �q
ttH"A, CAMP LEJEUNE, NORTH CAROLINA
� DMco \ WWnington IT
,e Lelond
DRAWING INDEX
C-1 LOCATION AND VICINITY MAPS, AND DRAWING INDEX
C-2 STAKING AND STRIPING PLAN
C-3 GRADING AND EROSION CONTROL PLAN
C-4 LANDSCAPING AND LIGHTING PLAN
C-5 DETAILS
GENERAL NOTES
1.
Existing features are based on Topographic Survey
`
performed by Piedmont Olsen Hensley, Inc., on October
18, 1995, and on information provided by the owner.
2.
Control Points and Temporary Bench Narks shown on
these plans are steel pins driven in the ground, u.n.o.
Elevation of Temporary Bench Narks and other grade
points shown are based on assumed datum.
3.
The Contractor shall employ a N.C, Registered Surveyor to
lay out the work.
4.
The Contractor shall request field location of existing
utilities by the Base, Hospital, and any other affected
utility owner, at least 96 hours prior to beginning work.
5.
The Contractor shall verify the location and elevation of
all existing features which affect his work. Notify the
Contracting Officer of any discrepencies or conflicts
before proceeding.
6.
The Contractor shall maintain access to all existing roads
and streets at all times, except as specifically permitted by
the Contracting Officer. The Emergency Roan Entrance
Drive is not to be closed or obstructed by the Contractor
at any time.
7.
The Contractor shall stake the clearing limits for approvo:
^•-�.*
by the Contracting Officer, prior to clearing. Trees and
woods to be retained shall be protected with construction
fencing for the duration of the project.
D E C E I V E
r, r
MAR 2 61996 D
I
r,
PROJ D EZ�
Plie�101senHensi�
�—
C-1
ZNGMZ= Aft'M"Vffl FLANN=s
WAIMMW OF M NA11r
NAV& FACUM SIMmiN traum0
MARINE CORPS BASE
CAMP LEJELK NORTH CAROLINA
OIL R M 90% SUBMITTAL
OR a ears► PARKM LOT ADDITION
aec P.0im LOCATION AND VICOM MAPS, AND DRAWM INDEX
ewrm ere 90% SUB TTAL
oenw OR = om MW in NAYFAC o11AAw Nule'e?ti
AFrlwro Fero oN = DATE F 80091
IAIWACTONr TO DATE 00NM 0=1 Na W470-M*M U
✓s M M NOT® 1 Im 06-*7m 1 am i of 6
VICINITY MAP SCALE 1e=5000'1
r

PERM. POOL
Ma SfORAGE
4
�.
1. PERMANENT DETENTION POND/SEDIMENT BASIN
2.
CONFIRM LOCATIONS AND ,INSTALL SILT FENCE AND CONSTRUCT c J'
THE DETENTION PONDS WILL. ACT AS SEDIMENT BASINS DURING
TEMPORARY DIVERSION DITCHES WHERE INDICATED ON DRAWINGS
CONSTRUCTION. REMOVE SEDIMENTANDRESTORE THE. BASIN TO
AND AS DIRECTED BY THE CONTRACTING OFFICER.
ITS ORIGINAL DIMENSIONS "WHEN° SEDIMENT ACCUMULATES TO ONE
FOOT. CHECK THE EMBANKMENTS, SPILLWAYS, AND OUTLETS
3.
CONSTRUCT PERMANENT DETENTION -PONDS AS SHOWN ON THE
FOR EROSION DAMANGE. INSPECT THE EMBANKMENT FOR PIPING
DRAWINGS. PLACE #57 WASHED STONE AT POND RISERS.
AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY.
'
REMOVE TRASH AND OTHER DEBRIS FROM THE RISER AND POOL
4.
CLEAR, GRUB, AND'SIRIP TOPSOIL, TO LIMITS REQUIRED: FOR '
AREA.
CONSTRUCTION. $TfiIC1tPILE TOPSOIL AND SUITABIE'FILL
2. SILT FENCE
MATERIAL AND DISPOSE OF WASTE MATERIALS OFF SITE.
ANY FABRIC WHICH COLLAPSES, TEARS, DECOMPOSES. OR -BECOMES
INSTALL SILT FENCE AROUND STOCKPILES TO PREVENT SILTATION.
LEGEND
INEFFECTIVE SHALL BE REPLACED IMMEDIATELY. SEDIMENTTHE
DEPOSITS SHALL BE REMOVED WHEN SEDIMENT BEHIND TH FENCE
5..
AREAS T.O BE LEFT bbRMANT FOR LONGER THAN 30 DAYS MUST BE
REACHES SIX INCHES.
TEMPORARILY STABILIZED"WITHIN 7 DAYS.
EXISTING PROPOSED
3. STOCKPILES
STOCKPILES SHALL BE CHECKED FOR SILT FENCE EFFICIENCY,
6.
BEGIN CONSTRUCTION OF STORM DRAINAGE SYSTEIJ . AND INSTALL
fA,xx X-)X spot arum
SEDIMENTATION, AND STABILIZATION.INLET
AND OUTLET PROTECTION AS SHOWN ON "THE DRAWINGS.
.
r1 ..
■ axle no-,
4. SEEDING, FERTILIZING, AND MULCHING
7.
ESTABLISH FINISHED GRADES ON SITE PERIMETER SLOPES AT
Oar ow
SEEDED AREAS SHALL BE INSPECTED FOR FAILURE AND NECESSARY
EARLIEST POSSIBLE -DATE. APPLY' PERMANENT SEEDING, THEN
REPAIRS AND RESEE NG B
hU
------ --- �
DRAJ14AGE SCHEDULE
STRUC,TUI2E
DATA
OUTLET
PIPE DATA
UPSTREAM
WNSRA I
IN
OUT
SIZE (IN)
LENGTH (LF)
SLOPE(%)
1-1
1-2
100.5
995
12
115
0.87%
I-2A
1--2
100.5
99.5
12
13
7.69%
1-2
1-3
99.25
97.5
15
216
0.81 %
1-3
1-4
97.5
97.31
15
62
0.30%
1-4
OUTLET
97.31
97.0
15
9
3.49%
1-5
f_6
93.7
92.0
12
100
1.70%
1-8
t-7
92.0
90.1
12
80
2,38%
1-7
1-8
90.1
88.9
12
100
1.20%
1-8
OUTLET
88.65
88.05
15
62
0.97%
L
Df S SHALL E MADE WfTHfN TWE SAME SEASON, FER ZE AND MULCH..
Iv POSSIBLE. - - ... ,._..... wlc cww
5. CONSTRUCTION ENTRANCE AND EXIT 8. APPLY P£RMANENT,OR TEARY SOIL STABIUZA11ON WITHIN
SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION
INSPECT CONSTRUCTION ROAD SURFACE" REGULARLY, MAINTAIN 1N Yf STN �: srof:u o
OF THE SITE _ = - _ _ _ p C
A CONDITION TO PROWIENT SEDIMENT FROM LEAVING THE SITE . , T+TE�
AND TOPURESS WHEN NEEDED. 9. ALL EROSION AND. SEDIMENLCONTROL MEASURES 24ALL BE GjQING NOTES � w� O BE F8
6. CHECKINSPECT
DAMS INSPECTED WEEKLY AN P AFTER EACH HEAVY RIAVf W-PRODUCING HA TO B ED St Ai. r
INSPECT FOR SIGNIFICANT EROSION BETWEEN DAMS, INSTALL RA1NFAll. NEEDED REPAIRS SHALL BE MADE IMMEDIATELY. 1: SEE GENERAL NOTES, SHEET. C-1.
168 i 1 ri
PROTECTIVE RIPRAP LINERS IN PORTIONS .OF CHANiV� INHERE ° UGW FlXfl1HE<Wmt RASE = �v'� a
a i+' '�t HE�y
EROSION OCCURS. REMOVE SEDIMENT ACCUMULATED ,'8mND THE 10. AFTER GROUND COVER IS WELL -ESTABLISHED AND THE SITE IS 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH :LOCAL, FlxtUl� ONLY
DAMS AS NEEDED TO PREVENT DAMAGE TO CHANNEL VEGETATION. LP SE
STABILIZED, REMOVE ALL TEMPORARY MEASURES, REMOVE WASHED STATE, FEDERAL„ do DEPT. OF THE NAVY GUIDELINES. ADD STONES TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT STONEAT POND RISERS. INSTALL PERMANENT VEGETATION TO THE cm g wmAND CROSS SECTION. AREAS DISTURBED BY THE TEMPORARY MEASURES. 3. ALL DRIVES AND LAWN AREAS SHALL BE FIISHED TO PROVIDE 13
No mmm
7. DIVERSION DITCHES POSITIVE DRAINAGE AND PREVENT SURFACE PONDING.
REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR DIVERSION 11. REMOVE EROSION CONTROL MEASURES WITHIN 30 DAYS AFTER �'`�"� cm rl
RIDGE AFTER EACH RAINFALL. FINAL SITE' STABI.fZAhOK 4. PROPOSED SPOT ELEVATIONS SHOWN ARE TO THE TOP OF �' "' ' . Xwow 'fit M
8. OUTLET STABILIZATION PROPOSED PAVEMENT, U.N.O. Sir ;
INSPECT FOR ANY; EROSION AROUND OR BELOW RIPFI�+P OR IF O w' 120'
STONES HAVE BEEN DISLODGED. 'MMT NEEDED R'EPOS TO
PREVENT FURTHER DAMAGE.
f ;_
,
E
DATE
APR 1 - JULY 15
TIE TO EX.
Pm. (TYP.)
SEEDING SCHEDULE
TYPE
PENSACOLA BAHIAGRASS
CENTIPEDE
GERMAN MILLET on,
***RYE
?} } r k
a
D
E C E I V E
MAY 131996 D
D E M
PROJ #
PLANTING RATE
50 LBS/ACRE
5 LBS/ACRE
10 LBS/ACRE
120 LBS,ACRE
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR ADDITIONAL
INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS,
THE ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL UNDER LOCAL CONDITIONS;
OTHER SEEDING. RATE COMBINATIONS ARE POSSIBLE.
***TEMPORARY - RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT
VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12" IN HEIGHT BEFORE
MOWING, OTHERWISE FESCUE MAY BE SHADED OUT.
ENGINEERS/ARCHInCTS,'MANNERS c _ 3
(f+ WAMMW Cr TIE wUfr RAM ItIIACLtIIB 91 t101/mm
MARINE CORPS BASE
CAMP LLEUNE, NORTH CAROLINA
at, a 11110" PAFXM LOTTADOIitON
arc P. almm NAVAL HOSIMAL
am
w'm4 wr. GRADING Alai giq" CONTROL PLAN
-am OIt = ow =ff Lu VWX
mwoom rwo ON aoc DATE F 80091 4320881
aApwm 70 DATE CaiB1R C+DIfIA Mo. 1 l4"
W" "No rm owewm ar 11

5
IN
EXISTING
ROADWAY
1S RCP OUTLET PIPE
W/ FLARED END SECTION
IN. OUT-88.D5 EARTH DIKE-\
FOREBAY
- _per-87A
3 1
15' RCP OUTLET PIPE
r W/ FLARED END SECTION
INV. OUT =97.0 EARTH DIKE
FOREBAY
3
EXIST. FIBERGLASS SIGN
6't
5
QHIGH SIDE OF ORAAiE tCP.aF EiBAtITI NT
5-
IR-881 SIDExom c 41
100 YR MAX 10 YR MAX Q LOW SIDE OF GRATE
1 RAINFALL WSEL- .81 WSEL>89.7 NORMAL POOL NCDDT STD. 840.22 0N.-815 1
EtEV+ 4 4d 0 Q EL�88.8
PROP. GRADE - - -
1 3 BOT. OF POND I i
EL=8&8 3 CNP BARREL
(ASPHALT COATED) WK SWALE
APRON
NOTE: ALL POND SLOPES TO BE 3HAV, OR FLATTER (PYC
CONSTRUCT 9RICK DROP IPLEi (D) WEEP HOLES
(NCDOT STD. 840.28) EL-88.8
WEST DETENTION POND MODIFY AS SHOWN COVER w/ 31T GAIN. HARDWARE CLOTH
Lv POINT
EL=10D.14
O HIGH SIDE OF GRATE
114ST DET. POND
FAST BET. POND
TOP
p K{k T EL
90.5
N/A
Q ow OR EL
88.4
98.2
sit
Q � 0.
902
99.0
BM OF
BAN EL
85.8
94.8
mom
OF BARREL
2-12'
IT
(E)OST.)
WM SLOPE
OF Bk REtk
30' 0 0.5%
N/A
NOTE: FOR LOCA]lON OF PONDS, SEE
DRAW C-3
EXIST. ROAD
100 YR MAX INV. 0b9681 1 E IZT. GROUND
WSEL=99.10 10 YR MAX Q LOW SIDE OF GRATE
1' RAN
ST 93 4 WSEL=98.87 NORMAL P001. NCDOT STD. 840.22 IN•=96.2 — - — - — r
E7,9UJ 0
v EL=97.20 --
GRADE DITCH WDTH OF STONE ELM. AS REQUIRED
1 L — BOT. OF POND 1 I �' , r ` EX 1A C5P EARTH EIERN
3 EL=94.0 (RETAIN} `�1
(� �S PVC ���/// 6' 18•
CONSTRUCT BRICK DROP INLET (D) EL-97.20
NOTE'_ ALL POND SLOPES TO BE 3HAV, OR FLATTER (NCDOT STD. 840.28) COVER W/ 3/ir GALV. HARDWARE CLOTH `
MODIFY AS SHOWN
EAST DETENTION POND
t
CLASS B STONE
DETENTION POND #57 WASHED STONE
5 INLET OUTLET DETAIL
s TEMPORARY ROCK CHECK DAM
C -5 NO SCALE
C- -5 NO SALE _.
5/16' 0 HEX HEAD HOT DIPPED
GALVAMRED BOLT
SIGN FACE
ALUMINUM SHIM 1
(3 1/T x 3 1/2' x 1/8')
7ON WASHER
7/Ir Op, 31C LID.,
1/16' THICK, REQUIRED
FOR DICAPSULAIED
LENS SHEETING SI(19S ! 'tf CHANNEL POST .
LODWSHER
® VANDAL-F RIP -RAP APRON DETAIL
PRM ATTACHMENT
SIMILAR TO E I 4 C- -5 NO SCALE
r PROP.
GRAM
j4 0 8' O.C. E•W.
ART do HORIZ.
3Ei �
SECTION A -A
14't (VERIFY) —
A
�o� SIGN ASSEMBLY DETAIL
3fC-5J NO SCALE
NOTES:
1. STOP SIGNS SHALL BE 30', AND COMPLY WAN MUTCD STANDARD Rt-1
2. POST SHALL BE 1 PIECE, OR SHALL HAVE MIN• 3' OVERLAP SPLICE
W/ 3 B(XTS.
3. BOTTOM OF SIGN SHALL BE 5' FROM NORMAL GROUND ELEV.
4• BASE OF POST SHALL BE DRIVEN A MIN. OF 3- BELOW NORMAL
(MOUND ELEV.
EXIST. FIBERGLASS SIGN
10 GAGE
LINE WE
2' BITUMINOUS CONCRETE
i `�). SURFACE COURSE, TYPE 1-2
�OQ 0 J�0���I —fr COMPACTED
BASE COURSE AGGREGATE
Q 0'° U c' (D � � ,�
\/\ \/\��\\� j \` •=- COMPACTED SUBGRADE
tlQTF:e•
10-0' MAX CENTERS 1) WOW POSTS TO BE BURIED A MINIMUM OF T-T,
STEEL POSTS TO BE BURRED A MINIMUM OF 2 0'
12 GAGE 2) INSTALL SILT FENCE W X SHOWN ON DRAWINGS
Ili-- `!!` '�i. ''�11- : «•
SILT FENCE
C— —5 NO SCALE
TEMPORAR
NO SCALE
Y DIVERSION DITCH
FLOW
FILTER FABRIC TO BE
BURIED UNDER EXIST.
GRADE OR AS REQUIRED
BY THE ENGINEER
IS SLOPE, MAK la SECTION
•. `>•- is • • • ":: '� •.l �• i •'i • � .� . �N.� �/•!.:
0 O DIVERT RUNOFF
FROM 71•O,
GRAM! ENTRANCE O0.0as TO 0ROAD, L04M - 50,0',GRADE 0
®TEMPORARY CONSTRUCTION
GRA
FILTI
WRE SCREEN -
RUNOFF WATER
WTH SEDIMENT