SW8090918_APPROVED PLANS_20091130

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 Oc(Dc 18
DOC TYPE
❑ CURRENT PERMIT
® APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
200c1IL$0
YYYYMMDD

INCO N PARK ELEMENTARY SCHOOL
AT CAMP J UNE
ONSLOW COUNTY, NORTH CAROLINA
NOVEMBER 4, 2009
VICINITY MAP
1"=2000'
SHEET INDEX
PRE -DEVELOPED DRAINAGE AREAS
POST -DEVELOPED DRAINAGE AREAS
POST -DEVELOPMENT IMPERVIOUS AREA
OVERALL SITE LAYOUT
OVERALL GRADING AND DRAINAGE PLAN
GRADING AND DRAINAGE DETAILS
OVERALL PLANTING AND LAYOUT
LANDSCAPE PLANTING DETAILS
EROSION AND SEDIMENT CONTROL DETAILS
APPROVED
;Ni<C11 I dry roARI ONMENTAL
iH
1a, it5i
i0o/bi CAN
LINCOLN PARK
ELEMENTARY SCHOOL
AT CAMP LEJEUNE
ONSLOW COUNTY, NORTH CAROLINA
Kimley-Horn
and Associates, Inc.
I-} n 1;d iU t IQ�1 I J
Suite 300 Tel: [phone]i" �
501 Independence Parkway Fax: [phone]
;;wc,
Chesapeake, Virginia 23320
©2009 Kimley—Horn and Associates, Inc.

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-
N8119'50"E
I IL
un
On
,w
.a
O
N
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F
1 R Nov U
DWQ
Kim
and
Suite 300
501 Independence Parkway
Chesapeake, Virginia 23320
©2009 Kimley—Horn and Associates, Inc.
PRE -DEVELOPED DRAINAGE AREAS
ley -Horn a�.��;-•-
LINCOLN PARK ELEMENTARY SCHOOL
Associates, Inc. _ �__� � °m
_ 50 0 50 100 200 AT CAMP LEJEUNE
Tel: [phone] %pGB•� �� ONSLOW COUNTY
Fax: [phone] •,,- , NORTH CAROLINA
GRAPHIC SCALE
I�1 •
NOVEMBER 4, 2009

201lu '
Kimley-Horn
and Associates, Inc.
Suite 300 Tel: [phone]
501Independence Parkway Fax: [phone]
Chesapeake, Virginia 23320
02009 Kimley—Horn and Associates, Inc.
SOILS DESCRIPTIONS
BOB BAYMEADE FINE SAND, 0 TO 6 PERCENT SLOPES
KuB KUREB FINE SAND, 1 TO 6 PERCENT SLOPES
Ln LEON FINE SAND
On ONSLOW LOAMY FINE SAND
Pn PANTEGO MUCKY LOAM
Ra RAINS FINE SANDY LOAM
IN SOILS BOUNDARY
LEGEND
-- - -- --- CONTOUR ELEVATIONS
PERMIT LINE AND DESCRIPTION
PROJECT LINE AND DESCRIPTION
r POST —DEVELOPED DRAINAGE AREAS
PRE —DEVELOPED DRAINAGE AREAS
POST -DEVELOPED DRAINAGE AREAS
LINCOLN PARK ELEMENTARY SCHOOL
30 0 30 60 120 AT CAMP LEJEUNE
GRAPHIC SCALE ONSLOW COUNTY, NORTH CAROLINA
NOVEMBER 4, 2009

y
217
SANIT p
Y MA SEWER Y-_EAR �L^ W00C7c nk) \ t7' 'F�CPn iNE CABi-E
♦\ i y 2£y L'NE� $ : �N+ -7.9 tNrU47h RKt S y�
C�.(R5 • 27 3. /YOOD T(.P WATER M.H. \ 'MARKER
E� V 27.14• x22.As 1'C" ,%22. Q _23 'V..z.'_'1
- .^
_L'w /`./\/�---�✓�-
yy�1 NAiL'RaAl1,GAS 2 - r-2L' 2 ,�
I\F MARKEF i.4TtJRAL GAS 2T;:?l CON H c UNE h!F4KER .:'i' 11A
�c .LiNE 1 �'j �. EAJWALt.. LN MAP.xE-R�j.._ ',
MARKER \ i -�_ _ - - .�- - e
\ -- - i -- N Et -=--EL 9t = rl - - Y:�= - 6"Ex, _ _ GI_.
- Y _ _ _'- _-- _ �- seNUA-R3s '.y .saar�l"' �r.L ---21-L---- - -_--' --� �.. �-'i- PR.Oh.aoi�.L9'v .9=rti''�jiz �tiAr R _ _ ua�i:=zo.. 2 3_,� -:
1 F- jP T y:, r _ ii �{ ---' �2'- - T - = T - T - i - T �T JT T --- T - T -- - T T - __-- - - 7 -- T - T - T T = T - T T _�.T _
'u.4'2_._. _�_-_-�q.y - - „a -._>�_r� ,y ate--. . iC
+22
63 - - liczi �7*JJJq�Bg,Alt{vili -. - =.9`_22�yZ 22_ _- .-,F.1 �7•_ i>
= ST r €- z -{��z E e = �- € a--_
a09 2 ,oil P.P. +20,36 +2�; 0:'0 '-20.�60' R P. "iF4 �"[22.48 u.P;3PPRC.X. LOCATia CP FX ST. 16'•WATER LINE. <2.2E de 11_1i'y
` - C.0 L A N F AN A S WE F I _ -
Y`Y Yla s ` YYW YY Y l rat= WY ! YYY`rYl Y Y Y y_yY� Y l yam'
1/T-B ILDINGv fFl� SIDEWALK
T•-%R WGCGS LINE kf0 DS LINc-'
;CN S,GN _ / 15,460 5.� 3,226 S.F.-
r (0.07 A(,�- - 4 11
(0.35 AC.) N 1'19'50"E \h', riji +4 59
807 K I f
-22 - { 9 ru i
_ °1a.4j / t21.02 8
+2j vl�
I /J
2 X" 43 +22.91 .r y �il i
+213
� r
9- . •�� _ 4
-- PR(3�OSED�,.P--AI�tAREA +2, x l k �� I
SU�ZFAG�E v �
, Y\
6 34,414
S� F. �/ I
� r
(0.13 AFC.) 'X,
t/�27,
%ROPOSED PLAYAREAPROPOSED DIdWALK AT x \`;�,�'� RFACENORTH AN / WEST SIDES' "` ' h ''+$G97 16 S.F. 22"g8
+2 �+2` sa � k ,/ � +2 .1 I
-OF BUILDI ( ASE BID) C y `� / 04 AC.)
/ 1 ,936 S.F. /
(0.37
a02 / .pis.. A _tI { ( I-
+ .68 d14 x j5•. ,2 i t I +22.29
- - a �-
121. \ -�)` h
FUTURE _ ' t 12.85
t SIDEWALK +20j;. <� \
�1 +, PROPOSED -
y 3,7 7 S.F. z SIDEWALK AT i I /
(030 AC.) EAST AND
71 SOUTH SIDES
OF
+zo.s9 .. _ - :., ..._ _..; ,'�.. .: • ; B DING � �
2. / +2�
UAL 5
t j \
T + A =i
+ .� (B SE BID) 1
f
n
°^ r X, } /n QC, n� \ I�
15 60 S.F. PROPQ§D BUILDING
, 0.35 AZ)-_ _19 (BA E BID)
1I
11
79,3i0 S.F.
�i I ,_ (1.82 AC.)
- / 2.
Z
co /2
\
59
_ 7 i
4£7LANDS LINE
� / '�` ,• a
ANDSi ' I
}i t"K£TLANDS,a
J. '
wE
18_18 t 18.0/ TLANDS LINE
(r
+19.14 . I
}
µo O
xt / � 27 g '-
dl x x x x x• -x- x x• x x- x x X x
+27 x x xxx x..z x x x xx•x x x
r
x x x
+-
fl� \RAND$ x x`k x z x x x z
��: ,'i�TLANDS ��✓ `` x x x x x x x z• XXXx' x -
1� - PROPOSED x k x �1= , .:::: x .x
�KETBALL COURT x. xx x x x x x.
Y ' .x x x x xx x._d x x xx
t 035 - x x x z�x' x z x x x x zsx' x x x
aETLANU DS /'�` % 14,573 S.F. +2tCx X• x- x x x z z x z x x z
5 1 / r 'a/NETI,gNDS,LINE !� (0.33 QC.) 21 4p
ZD
Is is -
la
a % /
' 1869 '
I
18.53 XNN
�
/ ► / k ; �
/ X I
XTLANDS - '� X I / * 21,08 \ i
X + i /` x +21,13
/ X
3 _ x PROPOSED PAVEMENT, \
I \ 'r.
�. 20G X/ 1 CURB, AND GRAVEL \
+21.20 i x SHOULDER (BUS LOOP T20.86 /
AND SERVICE ROAD) '2.27
•x + 1
64,943 S.F.
+r.x (1.49 AC.)
N X +21.48 i
;3 \ +21. x J
POND - NORMAL WATER
N \ k 57,894 S.F. (/
(1.33 AC.) *20.9720,
V `SSz1.43� / 4 +21-4;
29 � X
N S -X
9.40 \ / ' N89*47'25"W 21.4a I
_ S72'12'2�n W
203.71' I
54.36' 1y6'
\.\` 1M£TS
PERMIT AREA --- -
~ - (27.20 AC.)
21.�sy _ =�.58
as 19.42
1
S2"
l �\ t s��
21.59 i 4
i r
RJ 73
✓ 4
N81'17'S7'E 406.52'
i
SOILS DESCRIPTIONS
BaB BAYMEADE FINE SAND, 0 TO 6 PERCENT SLOPES
KuB KUREB FINE SAND, 1 TO 6 PERCENT SLOPES
Ln LEON FINE SAND
On ONSLOW LOAMY FINE SAND
Pn PANTEGO MUCKY LOAM
Ra RAINS FINE SANDY LOAM
■ ■ SOILS BOUNDARY
Kimley-Horn
� and Associates, Inc.
Suite 300 Tel: [phone]
501 Independence Parkway Fax: [phone]
Chesapeake, Virginia 23320
OC 2009 Kimley-Hom and Associates, Inc.
LEGEND
® BUILDING (BASE BID) PAVEMENT
;,/y BUILDING BASKETBALL COURT
SIDEWALK (BASE BID) PLAYAREA SURFACE
SIDEWALK (;Uijv'Q)
C U aQO
UWQ
30 0 30 60 120
GRAPHIC SCALE
+2208
+21.53
ID PAVE
,B (PARKI y
D DROPS
yl e t
t. C' 3/
�,• ,
27.93
j �
(�
°T
r
19
4f
�
n
.46
SITE
TOTAL PERMIT AREA: 27.20 AC.
TOTAL IMPERVIOUS AREA (BASE BID): 7.56 AC.
FUTURE IMPERVIOUS AREA: 0.87 AC.
TOTAL IMPERVIOUS PERCENTAGE: 30.99%
POST -DEVELOPMENT IMPERVIOUS AREA
LINCOLN PARK ELEMENTARY SCHOOL
AT CAMP LEJEUNE
ONSLOW COUNTY, NORTH CAROLINA
NOVEMBER 4, 2009

PLAY AREA
8.
A FP
150,
FIRE
20'
I I
I I
RBO'
Z
O
O N
mm MELO � 5' GRAVEL
n
R70' I i<
24' CONCRETE
SIDEWALK
F.F.E.- 25.00
R5-1, "DO NOT ENTER- SIGN
R6-1L. "ONE WAY SIGN
DOUBLE MOUNTED S1-1 OVER
W16-9p, SCHOOL CROSSWALK
WARNING ASSEMBLY SIGNS
(TYP. OF 2)
46.9
14.5' CONCRETE SIDEWALK (TYP.)_
24.65' IOC `
FENCE (SEE
ARCHITECTURAL PLANS)
CHILLERS (SEE
ARCHITECTURAL PLANS)
6' CONCRETE
SIDEWALK (TYP.),
14012'
A
8' CONCRETE SIGN (SEE EI 3
SIDEWALK RCHITECTURAL II i`
PLANS) I.E
�{ EE I
ATFP
HANDICAP RAMP I t
82' i I
VMEEL STOP (TYP.) 6' CONCRETE ATFP t
(SEE DETAIL CS501) SIDEWALK I ( 0) I t U
co
CONCRETE
IDEWALK (IfYP.) I (4
NHI PAVEMENT
ARKIN(TYP.)
C. .tom •
+. ;.;.;::Jt,::._ ,.,._`„�. ,:. �:,,, .•_'., . c`t^e6 CONCRETE
URB (TYP)
z
_ti,^ •.Y„'- ky a,l. �• '�. C 36.61
R15' Al
€i {
5 5
i R 0' 6-1L, "ONE WAY SIGN N R15' - l�ry1 —
1 R15' OSSWALK
25' I R1 5' I
ETC -- -- -_
4.5'� 11160 R75'� R25'
13'
33' _II
(111'P. OF 5.
\TFP BOLLAF
OF .
82'
BASKETBALL COURTS
(SEE ARCHITECTURAL
PLANS)
6' GATES
OPENING)
13 '_ \
._ x IX I '? \ R70'
7
R90'
IXAF IL
�X �I� /
b^
/ ry0
' N82'55'54"E �x 1� / FUTURE SOCCER
FIELD
350.12' - �v3 yy e7?7;
ti I
O
S83'37'00"W
25' DRAINAGE
417.30' 20'
EASEMENT
FROM k
� \ TOP OF BANK
ERE SOCCER
X =X
N89'47'25" W
572'12' 27,. W
203.77'
54.36' N6 ,
SOILS DESCRIPTIONS
BaB BAYMEADE FINE SAND, 0 TO 6 PERCENT SLOPES
KuB KUREB FINE SAND, 1 TO 6 PERCENT SLOPES
Ln LEON FINE SAND
On ONSLOW LOAMY FINE SAND
Pn PANTEGO MUCKY LOAM
Ra RAINS FINE SANDY LOAM
SOILS BOUNDARY
Kimley-Horn
and Associates, Inc.
Suite 300 Tel: [phone]
501 Independence Parkway Fax: [phone]
Chesapeake, Virginia 23320
©2009 Kimley—Horn and Associates, Inc.
7R 2S%y
7
PERMIT AREA ti
(27.2 AC.) SSS
�S
8j 9
�73
30 0 30 60 120
GRAPHIC SCALE
10
i
R4.5'
rv5' CON 1
i35' FSIDEWALK
` ,! R5.5'
3ISF
LIL <
(TYP,) N
Nly
y
1 20.8'
:GGG
R611.91'J m( R632' •..:,..,•
;
n
ELONGATED SINGLE N
ROW PAVEM]
ARMARKING
R45'
R59' (TYP.) N
��
ITE
R35'
ELONGATED DOUBLE
ARROW PAVEMEN 1� f
MARKING
R5-1, "DO NOTE
EpNTER" SIGN
4" SOLID WHI
-;+r
/(TYP2)
PAVEMENT MARKING 1
r
HiTE STOP BAR"
SIGN
BAR
- .I
Q
R45' R6-1L.
WAY SIGN
51
� R50' 1 t C-,
A, /
a \ j
60,
\
CURVE TABLE
CURVE
CHORD BEARING
CHORD
I DELTA
I RADIUS
I ARC
I TANGENT
C1
NO2'46'52"W
200.48
10'37'36"
1082.50
200.77
100.67
C2
N34'01'02"E
683.96
63'14'54"
652.20
719.96
401.62
C3
N09'22'41"E
158.63
13*58'12"
652.20
159.02
79.91
C4
N41'00'08"E
543.81
49'16'42"
652.20
560.94
299.14
OVERALL SITE LAYOUT
LINCOLN PARK ELEMENTARY SCHOOL
AT CAMP LEJEUNE
ONSLOW COUNTY, NORTH CAROLINA
NOVEMBER 4, 2009

r
a`
-77 21,7a4
SANITARY SE o :, �-
iYGOCS „ MARKER-:�5 wOGOS L
n 2,.3jONE-' �} iE =PHONE CABLE
N� V✓OOCS n, P L GAS 6 / iA1ARKER_
zt.7 niw A 20. 21 �NE �r r waTFR M.H. 2 q 2,
kdE M RKER
7 ,y L r+ y L0 2 , , Fv �1.ia' 1 x A22" 1 G ': 9, 23 1f.v. 2 t
"`-,�-,q- �A_�"�'c�-`J'✓iA-siRat G`-co��. - - -'�--�7k'- -+;-ice-� - -7 -- -tij`�.-�_J�,?_��i'�
/ - '�� �-� I •,��N ATURAI_ GAS 2 L'C L/-ti2iz�_ �"
MARKER-, �\ LINE M,
MARKER _ 'F--EPHONE BOX - -� _- /- ''v LINE MAP'.FR o NNcUR rc�S ,� - 2: t; 2/ COry ,`aGWA(_L '�_ LINE MAr'KERR1_ L'NE MARKER
GLJ-. _Xr>E------GL--.- _ _ _-2�--
� 2 G .38 C.Ak . S! N � 78- - �__ - ��--2�.�i^y __ _- - __ . _
.3„` _ , --- 21 - -- �,P-PP,(7X- i OC�j19N �' E�X aL� 2 '�R iiNE _ !^�`Q0.. r 7 ...2�� _
SANLTA g;. .�' _ 2 I
_T --T _ T'-•---"- -'-=-=--i--T s-L�. T j6 _ _ - _ -= T - -_ _- _ i - i - - ._ __ - 7 _ - -7 �-T ---F 22 7.. i_i_T- - T` T -_T_ T z.T-T T --_ T --7 i�7 �...t_--T_-y - r_--*-41t<i-_'___ �.�.___---_-:._32.57-__----�22.r� _-+-22.-45 --.w'--+-P1.=�_s� _-.____+ -:___.__--_-____-lBRE. STP�P
;,---`�-��''-2?_ 21a_. '? fib _._Ef&1r 63 •�I -COI ACIM1+AII _- 9? M -. e}(+T 1..39-- -- _-�2�22-- -__ _22.5? 22�SR _- _.__. _ _ atE -._-Fes"`--"�.`�s-5 -- �'`��-�-- nry-�3 2z_,K�PE ___ ._+ _"'f zt-}-Z: _==f3- ._._ E ._ E - 'e - E. - -C, t �---c--E ------�_E E'-_ E - E. _ =� �� P�2*d,,,�_�-. --_- ---r am-`--'e 'E3�-'e. Ems- E-- �-_ _ P.P. +20,65 p_a, "'LO.Co +20 '11 P.P. *20.36 + ;j, 6Z +20.�r '.•'per J4 *<"2.46 Q5 �2fi .. `��2 °6D R P.P PPAPPROX. LOCATI(i'N OF EXIST. 16"WATER LINE? ' 2z" 38Y'I�rnq�Y y r Y l ,y"_Y l YYY v' Y_`f Y`f Y wcor,s uNE -�-__L!NE z� ✓loo'YiYs°r Y 'r w F/ _
RAINAGE DESCRIP11 / �=21.50 RIM= 21.80 / _ _ / 2 N819�A' - ; p
18" INV. OUT (1-2)=19.00 12" INV. OUT (1-6)=17.38 e.o7 za W 5s
�f JP4
3 -2 I-212-.-, -21.01.60 CONCRETE +2C
RIM=21.60 s55 1 SIDEWALK +2 3 2z.stRIM=21.50 �- +�s' I-1 18" INV. IN (1-1)=18.27 12" INV. IN (1-22)=18.021_9 1.80 24" INV. OUT (I-3)=18.27 18" INV. IN (I-9)=18.02 r �90 �se I 21 1.18 h t J-1 0.34I-3 24 INV. OUT (I-23)=1802'0.56 I:. 0.17l`084IRIM=21.90 I-22 r t UTURE 3! 224" INV. IN (1-2)=17.84 RIM=21.80+24" INV. OUT (1-4)=17.84 12" INV. OUT (1-21)=18.50 I /v I-9 I 1 -2 ' 11 FUTURE
RETE
SIDEWALK I 1
-4 I-23 8 �` ��/� I 0.84 z?.30 9 421 s
ii \ 2L.4
RIM=21.90 RIM=21.80 / / zt s �+ , z9.os )
N'• 2,. z1.s0 2/.72 2.70 2202 - f 8 A0.97 + 24:5 W
24" INV. IN I-3 =17.82 15" INV. IN=17.63 \ A /ijj TW i
m I
(( )) 18" INV. IN I ) � / � � � `� :I � G Ix 24" INV. OUT I-5 =17.82 (-21 =17.63 / , 2
24" INV. OUT (1-24)=17.63 I �1
1-5 % I ' ' f T - - -
RIM=20.90 1-24 z - 1 1 '. is z4. s
( )- RIM=21.80 )- ` mom✓ - - I 1 '. n YTw ' - {----- 1( p 22j29
30" IINV. 1IN (1 1461 .38 24" INV. OUT 12 )=1 .24 - F!- ____ I 24. 24.95 495 �2a9s - - tz RCP � I! I
24 INV. IN Irot kj
-
4.95
" " ! F y 24.95
( ) ( ) z I ! $1 z,.45 TW nv / J-1 24.95 `TW i
21
-6 J-1 / z b' +2067 0.33
RIM=20.90 RIM=22.00 I 4 1-21 zs % 7r r 85 20
12" INV. IN (1-18)=16.78 12" INV. IN=18.50 I i s�2o so 0.32 1 0.64 -' --� r �ziw
30" INV. IN 1-5 =16.78 18" INV. OUT (1-2 =18.50 0.56
( ) ) 0.56 0.3
36" INV. OUT (I-7)=16.78 RIM=23.00 I -(/ I1-2....:: z4s5 y 4 5 j 2iw 11042
4.95 4s5 z
J-2 - +t . a
1-7
TW
RIM=22.10 12" INV. IN=18.15 I f 0.17 +ems 24 i 2495
95 24.95 I
2 2 p
36" INV. IN (1-6)=16.54 24 INV. OUT (1-3)=18.1'58.78
0.67 ----.. -� --� : iw _2 20.37 6' t ,� 12 .: nv_ }---- ` s
36" INV. OUT (1-8)=16.54 " I % _ '
y-.-...-.>.�_..,.-.. :> 24.95 0.3D
J-3 + .so 1 _2 iw 'w 0.84 - -
1-8 RIM=23.10 i �! I I /
RIM=21.00 36" INV. IN (I-8)=15.66 " 6 1 0.18 G0' r 23.87 - V
TW
2 /N z4
36p INV. IN (I-7)=16.33 36" INV. OUT (J-4)=15.66 I �i I 22 II+ _ 0.84 �` - _ / / ,".� f n �SAN
-
36 INV. OUT (J-3)=16.33 �` m Call
�.J-4 -24 / M zr�o.Z , G
I-9 RIM=20.60i I 0.13 `+2 \ 1 vFE- zeoo p I-3� /
TP / +2 .6 B
RIM=21.00 ( ) 24" INV. IN (I-11)=15.1&1a.3a il�� I Oi�7 - �- -- +z1.87� p 1.09 / nrs
36" INV. IN J- --- ---
18" INV. OUT I-19 =18.50 ( 3)=15.18 'l;
!l tl FUTURE CONCRETE SIDEWALK 2450 '�'.� TW
I-10 42" INV. OUT (OUT)=15.1$ l II ? z DI - 7w / 24.95 -10 i P.4o + t_ zzzo"ZI`
RIM=22.50 ♦ 2t• -12 z9s31 0.50 i I 1 4 _ 2.40 22 3 25 o
2 ' r 0.84 1-5 I { O 34 05 2 N P z,. 3
24" INV. IN (I-12)=16.60 II I ♦ 0.45 s. 1 P
24" INV. OUT (1-11)=16.60 /1 ' (J 2285 ♦ 0.41 1 \ / 0.27 i I I 0 67 �. +IIto �- P
24• � _ _7 -10 J0.84 1.
snN ,
1-11 I _. - - - - _
RIM=22.50 \ /; j P ss 0.37 ' + 24.9 1 ;a h 21so P I w
th1 I O nes 245 (� 0 53 1 zz.3 ss ' 2485 P 60 1 z so P
": W -../ TP - 1 - Tw TW .. P P� N I ` !• 22 3
24" INV. IN (I-10)=16.02 _. ;3 / � z P \ P P
24 INV. OUT (J-4)=16.02 /fl i i I � N v u :::; 90 24.50 I {2 o I -► _
k- 21.70 1 *21.6 21.70
1-12 o / a, .� �N 24.75 -- �� - - - - 2 s0 1-5 40 21: zz.20
RIM=22.50 / / J _'�= ��` n P P n.30 31 I
24" INV. IN (J-7)=16.88 f i ;4 90 21 1-5 1 1.70 i 21.77
24 INV. OUT I-10 =16.88 _ �i 1.38 b 1 h �►
" f 1 I, I-11 P
( ) 7.s� _ +171
59 �i 1 -�� I� 0.55 .4 p z,.9s 0.73 �1 +2z.17 -►v 5 �I li zN f
r W 'zANOS ONE, / { 1 0.66 � TP 2 / 222p��y�444pp
/ " z.�i
22.60 I
8 / 2s51
05 2,. 2 05
p
24.95 (\ \�, 221 n.1 4
1 i
+ll.r I ,
v
i
4.85 x T 3.05 P P p
+'S.93 �. ff1 / _�.. i // l TW 9W. ^ 1.. - n 2235
_j8 C7 ' -WE NC 1 i 24.95 227 5 vI P f Pli
II
_ 1 P y + -
*?7�5 n.35 3
I
W 1. •II
4 2 15 21. 2 15 285
T ..
p I I
- P
+b-26 f S�-iF.NGS �i / SECTION FLARED END 23 4 _ �410 p7. z1.95 22.45 1 - �I I
I !� ./ ,4 J I CLASS I RIP-.R ,I 11
\ P l ? �I
i I I ✓1'�-+• / �'t INV - 1 21.70
QL
1•0.912190
FS,.35 8 ' 0 56 P 22. z s0 0.7 P n.m I II
NETt.F.NC IDS �� / e 1 23.78 .70 - - - 21. I
Ti.A.Nall
+4 � � � � f � NCS � / / NI U% .98 24.33 `- 98 24.33 .03 2225 � P P ' � p i1
3 \\
, P -vyL TLA TY - +�� P 21.01 j.2 1� M1 _INE
- X- -' e
LIMNS K�F D1STl1RBANCE � � / X ,..- X - X _-- A � � A r�
10
i
SAN211 323D 2 PP n70
P
' mob22.10 9 2
�
//./ � 1441 zs
IL
D.87�SAN.
y /
z0 I l ' x +2;.8i \ `�` to - +2048 I W =2
'�✓� 2 \ W
//%, y.;,op� •� -_ -w J �1 li I I WEIR
ELEV-UOO X f \ ` � � ♦ N ' '/I.
1
/ sa +17..7 tars x / 1 �1 2130 z1.zo M
i / I 1 20.25 I is
20.08
II Ni
/ i J k
t BMP .60
21.e0 a /
kS514
6INTENANCE/ACCESS 223' P 1-8as
EASEI zzw 53 2160
�4
/7 I I NORMAL k no5I P P . l
/
ELEVATION- 14.0' 1 21.57 +2T.,3 \ ,\ \ ✓ -/' P 75 - �////l 11 S
\ 22.90
n.50 / 1�
/
x n _
/ �- 315 �
,
\ z4• RCP outFAll
N82'55'54"E x 7 / /
zo.(p2pP O 0.255, 38• RISER W 2s• , . I , ORIFICE 2230 _
(P RISER CREST Ei6-' &OO / k �� \ '' 20.8� ' �.. / .,�` _' ti ,C
O -. INV.-1225 A 350.12' 25. ORIFICE ELEV =14.00 !
2205
�,4 t V.-1210 L A S833 " l
41 Q4 END 9EI'n" -"' 4 Cp +2z55 .95 Rj....-
48 INV=13A0 �. I tD k 1
28 C.Y. CLASS •t tr N�
A-1 RIP -RAP '` ,. W
e
r �V *20.37 1.5-3
a 43 -�.. n.05 i 21.85
�O.i4 , `\ O- 9" \ x 1[?.47 G ! G 95
e< r' \ t5 �, %� =X= x / I G7.85
119.40 � �- N89�•25" � ��� � � +21.48`
� S72'12 27"W 2195
203.71'
` 18.st1BMP 54.36� ti� *zos3 <z
+2c.7i-MAI NTEN NCE/ACCESS �� LIMITS at- l
j +2o.e4`
EASEMENT R2S, cLEAraNc
2*.eg ,1(is, _.mac �f.55 22.5 V
8. 50LIMITS' OF DISTURBANCE / G1� " 2
sQ�1s.4z PMP #6 DRAINAGE AREA ,y
NI l (20.28 AC.) SSS2, 2.4P /
! --� +20_J3 S
PERMIT AREA (27.2 AC.) i s
+ .58
1 /l
LEASE LINE (31.13 AC.) l / t,-
\// s
21.27
•/ +2250
73 / 1, I 'I% /
F � 1 �1 iV I +27.
� 1 � s>
1 / +21-24 +2•.3? *21.4s
G7
SOILS DESCRIPTIONS
BOB BAYMEADE FINE SAND, 0 TO 6 PERCENT SLOPES
KLIB KUREB FINE SAND, 1 TO 6 PERCENT SLOPES
Ln LEON FINE SAND
On ONSLOW LOAMY FINE SAND
Pn PANTEGO MUCKY LOAM
Ra RAINS FINE SANDY LOAM
■ ■ SOILS BOUNDARY
Kimley-Horn
and Associates, Inc.
Suite 300 Tel: [phone]
501 Independence Parkway Fax: [phone]
Chesapeake, Virginia 23320
©2009 Kimley-Horn and Associates, Inc.
W:GI a " U P89 Mffi fPOP A FOUIIP PIPE FLNIN F/LL
NIAI,Pn lm WAIEA Cu mm (i" 0.5 ulnm I
artier
z m•.
so
Ofa-ter, UQ 1 � tf4
illlenlrl��tlllP?��
No 01200°
DWQ
a
30 0 30 60 120
GRAPHIC SCALE
OVERALL GRADING AND DRAINAGE PLAN
LINCOLN PARK ELEMENTARY SCHOOL
AT CAMP LEJEUNE
ONSLOW COUNTY, NORTH CAROLINA
NOVEMBER 4, 2009

24" RCP OUTFALL
PIPE © 0.25%
BMP
MAINTENANCE
10' VEGETATED SHELF
EASEMENT
VARIES
SEE PLANTING PLAN SHEET
FOR PLANTING DETAILS OF
10' VEGETATED SHELF (TYP.)
ra 20 o
SEDIMENT
EL. 14.0 STORAGE EL. 1
4.1
EL. 13.0
EL. 10.0 EL. 10.0
10 1L_ --- ----�1
3
3 �_VARIES--�'
DESIGN BOTTOM OF
SEDIMENT STORAGE FILTER FABRIC (TOE
ELEV.=8.0 INTO BERM 12" AT
POND BOTTOM)
12" THICK RIP -RAP
SPILLWAY
SEE PLANTING PLAN SHEET
FOR PLANTING DETAILS OF
10' VEGETATED SHELF
;2.5"
1 PVC SCREW TYPE PLUG
TOP ELEV.=18.00
�2.5" PVC STUBBED INTO BOX
11
36" RCP RISER WITH PLASTIC
SOLUTIONS, INC. 36" PYRAMID TRASH
* PAINTED RED a RACK (SEE DETAIL, THIS SHEET)
SEDIMENT a
CLEANOUT MARK DESIGN BOTTOM OF
AT ELEVATION 10.0 SEDIMENT STORAGE
ELEV.=8.0
ANTI -FLOTATION DEVICE (CONCRETE FILLED
RCP RISER EXTENSION 12" DEEP CONNECTED
TO 6.5'L x 65W x 2'D CONCRETE PAD)
ENLARGED VIEW - RISER
SCALE: 1 "=5'
Kimley-Horn
and Associates, Inc.
Suite 300 Tel: [phone]
501Independence Parkway Fax: [phone]
Chesapeake, Virginia 23320
©2009 Kimley-Horn and Associates, Inc.
2'
.78
CN
i X_ X _
X_ X X X_
20
19 J- 4
18
17
14
J-3
1 12 � 2
x
I
' x
I
I x
1
36 FLARED END
SECTION
1 CLASS I RIP RAP
x INV = 13.66
I ) x
NORMAL WATER I
I ELEVATION= 14.0' x
x
I N 1
°' x
I 00 ^ I
• I n ^ x
I
I ^ x
1
I / x
36" RISER W/
^
2.5" ORIFICE. I x
RISER CREST 1
ELEV=18.00 x
2.5" ORIFICE N 1
ELEV= 14.00' x
^ / 1
0
0) : x
00
x
/
i
+ / G
�X
%! r - _ _ _ /
i
N89 o4
25„wrtw
-7>T
ZD� 2'� / Vy 15 0 15 60 60
S�
203.71 , GRAPHIC SCALE
A Al
SEE PLANTING PLAN SHEET
FOR PLANTING DETAILS OF
10' VEGETATED SHELF
2.5" PVC STUBBED INTO BOX
SEDIMENT 2.5" PVC SCREW TYPE PLUG EL. 10.0 EL. 14
=L: 13.0 STORAGE TOP ELEV.=18.0 13.5 EL.
EL. 10.0 APE=14.0 -
1L--------------------------------------------- -J1
3 I 36" RCP RISER WIT 3
,r
;I �n114
?7JVtR
VARIES
BMP 6 (PROPOSED)
CROSS-SECTION A -A
SCALE: 1 "=20'
CONTRACTOR SHALL INSPECT THE BMP FOR
SEDIMENTATION BUILD-UP AT LEAST
BI-WEEKLY. WHEN SEDIMENTATION BUILDS UP
TO THE SEDIMENT CLEAN OUT ELEVATION OF
10.0 AS SHOWN BY THE PAINTED RED MARK ON
THE RISER, THE CONTRACTOR SHALL EXCAVATE
SEDIMENT TO ELEVATION 8.0 AND RESTORE BMP
SEDIMENT STORAGE VOLUME.
SOILS DESCRIPTIONS
BaB BAYMEADE FINE SAND, 0 TO 6 PERCENT SLOPES
KuB KUREB FINE SAND, 1 TO 6 PERCENT SLOPES
Ln LEON FINE SAND
On ONSLOW LOAMY FINE SAND
Pin PANTEGO MUCKY LOAM
Ra RAINS FINE SANDY LOAM
IN N SOILS BOUNDARY
H PLASTIC
SOLUTIONS, INC. 36" PYRAMID TRASH
RACK (SEE DETAIL, THIS SHEET)
* PAINTED RED SEDIMENT CLEANOUT_/
MARK AT ELEVATION 10.0
ANTI -FLOTATION DEVICE (CONCRETE FILLED
RCP RISER EXTENSION 12" DEEP CONNECTED
TO 6.51 x 6.5'W x 2'D CONCRETE PAD)
1992
DETAILS OF CORRUGATED METAL
ANTI -SEEP COLLAR
I a�
XNit .. H
+ • T
T
YBa � aMz
�m""1116 NFp`� SECTION B-B
ELEVATION OF UNASSEMBLED COLLAR
i UNASSEMBLED COLLARS SHALL BE MARKED BY
NOTES MR COLLARS: PAINTING OR TAGGING TO IDENTIFY MATCHING
PAIRS.
1. ALL MATERIALS TO BE W ACCORDANCE WRH !. THE LAP BETWEEN THE TWO HALF SECTIONS
CONSTRUCTION AND CONSTRUCTION MATERIAL AND BETWEEN THE PIPE AND CONNECTING BAND
SPECIFICATIONS. SHALL BE CAULKED WITH ASPHALT MASTIC AT
2. WHEN SPECIFIED ON THE PLANS. COATING OF THE OF INSTALLATION.
COLLARS SHALL BE IN ACCORDANCE WITH S EACH COLLAR SHALL BE FURNISHED WITH TWO
CONSTRUCTION AND CONSTRUCTION MATERIAL 1/7 DIAMETER RODS WITH STANDARD TANK
SPECIFICATIONS LUGS FOR CONNECTING COLLARS TO PIPE.
DETAIL OF HELICAL PIPE
ANTI -SEEP COLLAR
PEP I IT.I 1/e.I Vr ualFsn mus ax axo .16U
SIZE Me SPACING OF SLOTTED + /e "oe,a a"w� n owuc
OPENINGS SHALL BE THE SAME BAN
DS DS AND COLLARS: NOTE
AS SHOWN FOR CM COLLAR. YIYd NOTE FOR BA OF THE DETAILS
USE RODS AND LUGS TO CLAMP �1 /r SHOWN MAY BE USED PROVIDING
BANDS SECURELY TO PIPE. 1 ,EQUAL WATERTIGHTNESS IS
MAINTAINED AND DETAILED
DRAWINGS APPROVEDBYN ROVED BYTHEEPRIOR
4 TO DELIVERY.
ISOMETRIC VIEW
NOTE: FOR DETARS OF FABRICATION DWEN90NS, MINIMUM GAGES.
SLOTTED HOLES, AND NOTES, SEE DETAIL ABOI
ff NOTE: TWO OTHER TYPES OF ANTI -SEEP COLLARS ARE:
1. CORRUGATED METAL, SIMILAR TO UPPER, EXCEPT SHOP
WELDED TO A SHORT (AFT.) SECTION OF THE PIPE AND
CONNECTED WITH CONNECTING BANDS TO THE PIPE.
PARTIAL ELEVATION 2. CONCRETE, SIX INCHES THICK FORMED AROUND THE PIPE
WITH RS REM SPACED IY HORIZONTALLY AND VERTICALLY.
-. Source: USDA-SCS
3.14
Plate 3.14-13 _
10'
VEGETATED
SHELF
DESIGN BOTTOM OF
SEDIMENT STORAGE
ELEV.=8.0
SEE ENLARGED
VIEW, THIS SHEET
"..tic
Top View
BMP
MAINTENANCE
EASEMENT
VARIES
4:1 MPX
_J 1
Trash Rack Assembly
Plastic Salotions Irm.
trash rack or roual
Top or riser I
Elev. A
y LATE CCSTON SIZES AVAILABLE UP09 FIWL EST
PART NO PLASTIC
36" PYRAMID o16TloNs
TRASH RACK Nc. P.G. To..2BB
PYD 36 W-1-t- VA 22604
WITH CONCRETE RISER 890-897-5727
_- - mpleatic-mluliartcam
LINCOLN PARK ELEMENTARY SCHOOL
AT CAMP LEJEUNE
ONSLOW COUNTY, NORTH CAROLINA
NOVEMBER 4, 2009

O IOTA BACK OF CURB FP,VE GHATS AMID HOOD NOTES: MORTAR JOINTS Y2" +/- Vq" THICK. ZO m Z v z
H - X SEE STD.NO. Ba0.03 USE CLASS "B" CONCRETE THROUGHOUT. 1--I } m S � y O m O y
H<-I• Z %„ TOP ELEVATION USE FORMS FOR CONSTRUCTION OF THE BOTTOM SLAB. H¢ <~ -- EXPANSION JOINTS I--% <1 2" WEEP HOLES GENERAL NOTES: Fi
man O 1 0" DEDUCT FOR PIPES) FROM TOTAL CU. YOS. OF BRICK MASONRY. Q _ z0 B" E�II 4, Q Q Q H • Z Y USE CLASS "B" CONCRETE THRDUM K IT. Q Q
D Q y .� --- - �/ USE 14 MR DOWELS AT 12" CENTERS. 1Z4 ¢O O'1 C; H-I =y vr
�4 8 �I „Zy 0: U D Iyl O y --1 PROVIDE ALL DROP INLETS OVER 3'-6" IN DEPTH WITH STEPS 12" Z OC 32 U
m Z 21 PROVIDE ALL CATCH ROSINS OVER 3'-6" IN DEPTH WITH STEPS 12" LL J [L'� Z m O III-4 M4 BMIS "'I 6" 6 LL J CR • m p T _q W ON CENTER. USE STEPS MNIW COMPLY WITH SN. DRAWING 810. B8. FI O ()
H4 1 D A -. _ _ ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.88. O O y = F-N Z -� = D E L PACE STD. 840.09 FRAME, O O DO S Z m Z 7C -) LL -M !L Z
_ D m m _... - - - - _- B USE TYPE "E", "f" AND "G" GRATES UNLESS OTHERWISE INDICATED. W Q Q LL _ 0 O D 0 m Ir11*1" -•- 11�„ G11ATE 8 HOOD W a Z LL - O O ril 021COEMER3 AS DIRECTED B iIIECONSTRUCTION! - TENGIxIC POUR 2" KEYWAY OR 94 BW DOWELS AT O O¢ Z 2
- z 11 USE BRICK OR CONCRETE BLOCK WHICH COMPLIES WITH THE REQUIREMENTS H U Q O Ur •• T Z � 3"- / F U � O � _ �1 Z D m X X USE FOIIYS FOI THE CONSTRIICIIOI OF THE BOTTOM SLA11. H U Q O MOD OO -- -- 8" 6" OF SECTION SR) OF THE STMDOUD SPECIFICATIONS. Q f- M 2mOp \ Q M - W =O -' - IF REINFMCEO CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADO TO SLAB Z 00 r m IN. YIN. x IF SHOWN OR
CONCRETE PIPE IS SET IX BOTTOM SLAB OF BOX, ADO TO SLAB O,- O W Z H-1 r m \ i ~ = Z W Z H=-I M r m _ , AS SHOWN ON STO. NO. 840. W. 2 Z W
G'% Fi PS SHOWN ON 3111. N0. 840.00. LL J O i 00 F O
OSSZ _ O mo"< CD L7=I-I ° • y, 2Ll „yJ 0=n -_ -_ ___ _ tnHLLOJ
n1 MIN. FOR S'-O" IN HEIGHT OR LESS, USE B" WALL. OVEN W-O" IN HEIGHT, USE O DO ac = Z R m m B m = w 0 O y Q O = = z - 7 - CONSTRUCT WITH PIPE CROWS HATCHING. 2 O H-I ¢
D D i 12" 1WWLL TO 6' 0" FROM TOP OF WALL AND B" WALL FOR THE REINININO Z I'•I i D D j U B'-0" Z ly ¢ n Z M
6' 0'. QUMTITES TO BE ADJUSTED ACCORDINGLY. ,.•> D 1 a t y PLAN '> D n INSTALL 2" NEEPMOLES AS DIRECTED BY THE ENGINEEfl.
y 0O r PLAN X T CONSTRUCT WITH PIPE CROWNS WATCHING. d p �'� m H M� ¢ m j Ili INSTALL STONE GRAINS OF A MINI" OF 1 CUBIC MOST OF W. ]SM STORE IN A I> -I
Z T , W Z ' Q w- m u WHO AND GUTTER WITH CATCH BASIN ON STEEP GRADES 1 W O yp r POROUS FABRIC BAG ORrWRM, AT EACH WEEP ROLE OR AS DIRECTED BY THE INGINEEP. r C1.
O
SECTION X-X OVIIFEq ALL EXPOSED CORNERS 1'. p
u STOP ELEVATION m = a Y p TOP O z CHAMFER ALL EXPOSED GONERS 1". p
m MAXIMS HOT TO SCALE. z w = ♦ w ELEVFLAT. 6" SHARING NOT TO SCALE.
c' - --- GRADUSE ES 24 AND UNDER EXPANSION JOINT `(PLAN
WITH GRATIF & FRAME REMOVED
_ _ _ _ FRAME GRATE AND HOOO TOP ELEVATION 1
- _ _�_
SEE STD.MD. 840. SS / STEPS - STD. NO- 840.68
STEPS SiD. X0. 810.88 - - -
e" e" S EXPMSION JOINT S -0-y1 m �3'�" _ I DEPRESSED GUTTER LINE
MIN. A YIN. - - - - - - - I I
1 TOP ELEv,ArtoN PLAN OF TOP SLAB SECTION S-S
III z ¢ )n - BRICK WPINO(INDIDERIAL)
A o Z ELEVATION ¢ In
O G) 8' B O O (7 Z TOP ELEVATION
m E LL r NO)IYAL CURB AND GUTTER ON LIGHT GRADES U_ Z LL
y T E (7 E„I A H•M z Vi Z 1ri a STGRATED. 0.16 FRAME O a W
M 2 c " o e "- - j G y N 2 NORMAL GUTTER LINE z Q W -4 Cri = Z Z W
C >: e, x T� - EXPANSION JOINT E„ m o- N -� W4 BAR F-1 d
N C9 y SECTION Y-Y - e' Q Q w _ A, y e" E WB "w" BARS W4 BAR 6" 3 NH - 6" A 6" 3 M HH
7C -4 B^ D MIN. WIN. 6. CC WD a -i i ` 'I TOP f ¢ m -4 s^ B s^ ¢
D YIN. 0 YIN. O d = m D W4 "V" �+ USE ON GW�IES ER 2k ELEV. j Q = D N ¢ a
RISEN W. S. c = Z @ EQUAL P 1L7 - 2 �, z
a O VARIES 0 0 IFi C O - p F = v x O O
C D ML C1 D iWL - - - DEPRESSED GUTTER LINE RCA C 0
cn = - e^uIN - ;-. ¢ F = 10^ 6, o„ ¢ Q W D -- < DD
p n p i O EXPANSION JOINT MAX. (�� Q C�i O W = o _¢ O 2
_ y SECTION J-J 6^MIn, ., ,. ;..' ^,. a V F ; C9 v Wa BARS „D„ 1Y2r �a 1' o" z = a p v ;, ` Imo-,' z
m --- 8H. WHERE 30'T036'PIPE IS USED T LU
3" �SFE NOTE DO Y. M = DOWEL ELEVATION H F 700 - Q W 2
E SECTION N-N y i.l D y W_ H DOWEL y U~
P-I VMERE4YTOWPIMISUSED �! W HRH SECTION R-R NORMAL CURB AND GUTTER ON STEEP GRADES M ' ( ) MAX. PIPE THIS SIDE - 18" 2
M 0 RISER HT. WHERE 'TD 38'PIPE IS USED 03 Q m Z MINIMUM DIMENSIONS AMID QUANTITIES FOR CONCRETE CATCH WABIX SABEO M HIM. HEIGHT, N, WITH NO RISER y (� N m Z Z m SEE NOTE DOWEL SEE NOTE 1ti Z N
VARIES -- E 1••I Co rn -( ._ ) n Z r z55
- -i m N DIMNSIONS OF BOX AMID PIPE COVER CU.YDS. CONC. IN BOX DEDUCTIONS J SECTION X-X SECTION Y-Y
U Z m PIPE SPAR WIDTH WIDTH SPAN MIN. HEIGHT DIMENSION BARS-U BARS-V BARS-W TOTAL TOP BOTTOM ONE PIPE f:7 O m
6 M __UL-L-1
MW 0 0 A B C G H E F W. LENGTH! W. LENGTH NO. LENGTH I.M. SLAB SLAB HIM, HW C.Y. R.G. Z V � 0 - Z V
_ __ __ _ _ _ __ _ _ _ UU 37 DIMENSIONS AND QUANTITIES FOR DROP INLET(BASED ON MIN. HEIGHT, H)
A 12" 3'-0' 2'-2" 2'-8"
-772
- DIMENSIONS OF BOX R PIPE CUBIC VAADS DEDUCTIONS FOR
15" 9'-0" 2'-2" 9'-0' 0.235 0.829 0.on 0.026 -- W
PIPE SPAN_ WIDTH YIN. HEIGHT WNC. IN BOX ONE PIPE
a To- W-O" 2'-2' 3'_3" 0.235 0.829 0.033 0. 038 -- ----
0.235 O.M] 0.059 0.085
24" 3'-0" 2'-2" 9'-9" 0.235 1.Wi O.OSB 0.085 0 A B N ��B WALL PER C.Y. R.C.
m --
LL __ r.,ar x
_ _ I 30" 3'-O" 2'-2" 3'-♦" 4'-3" 1'-2" 4'-0" 4 1' S" 2 3'-8" 3 9' B" 98 0.129 0.321 1.499 0.082 0.12T SLAB FT. MT. N^ xMxnur
--
• 96" 3'-D" 2'-z" 3'-10" 4'-8" 1'-e" 4'-0" 4 1' 11" 9 3' 9" 3 3'-8" 43 O.181 0.358 1JIq 0.132 O.1]B 12" 3' 0" 2' O" 2'-0" 0222 0.222 0.692 0.015 OA26
42" 3'-0' 2'-2" 4' S" 5 -3" 1' 5" 3' 2" 4 1'-8" 2 '2' -IT- 3 2'-it" 32 0.112 0.318 1.738 CARS 0.243 15" - 2' _3' - 0.648 0.023 0.036
MERE It TO 51' PIPE IS USED - _ _.--
t8" 3' 0" 2'-2" 5'-0" 5'-9" 2'-0" 3'-2" 4 2' 3" 3 2'-11^ 3 2'-11" 35 0.115 0.352 2.052 0.235 0.31T 18" 2'-6" 6.703 0.033 0.049
MEET 1 OF 2 DETAIL SHOWING METHOD SHEET i OF 2 SHEET 2 OF 2 5<" 3'-0" 2'-2" 5'-]" e'-3" 2'a" 3'-2" 4 2'-10" 5 2'-11" 3 2'-11" ♦l 0.180 0.386 2.38] 0.29] O.I01 24" 3'-0" 0.814 0.059 O.OBS
OF RISER CONSTRUCTION PLAN PLAN RISER HAS .226 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT SHEET 2 OF 2 SHEET 1 OF 1
30" 3'-0" 2'-0" 9'-6" 0.222 0.22T 0.925 0.092 0. 127 SHEET 1 OF 1
840.01 - -- 840.01 840.02 840.02 840.14 _ - 840.14
m z m z o
<-1 S� ---- EXPANSION JOINTS F - O� 43" �} vi Y GENE TM JOINTS 12" +/- 1Br' THICK. oY
N•I 2 ¢3 Iti Z NOTE: USE TYPE "E", "F" AND I'D GRATE < �� F
=y p 6" E 4'-6" a'-s" ZCIC =y o UNLESS OTHERWISE NOTED. ) y'-'• z USE CLASS "B" CONCRETE THROUGHOUT. ¢¢
D 0O= 7,,,IMZ U, U DM-ao= N P, � P ZO=p Dy00 ¢H-3 •
m O m W4 BARS "V" 6 6 STD. BA0.09 FRAYS. LL J a'-' Z m O T n LL J M r O.TI m y USE FORKS FOR CONSTRUCTION OF THE BOTTOM SWAB. H W SU, U
1-H _q D @ EQUAL SPACE GMTE A HOOD 0 0 y= F-M z = D B /q1 = f O O a 2 Z m Z = USE W4 BAR DOMELS AT 12" CENTERS. LL J a P-I Z
O CD 1't" -1,R" W¢ZLy - xn0=p�/1� QZ p y i� DEDUCT FOR PIPE (S) FROM TOTAL W. YDS. OF BRICK IWSOHRY. O¢y=
(((JJL ij�W Q LL O CX
= m D n T 3' - U 2 O F9 T z D m -- F- p ¢ p = = m D D m -- PROVIDE ALL CATCH BASINS OVER 3'-8" IN DEPTH WITH STEPS 12" W Z LL =
_ O ` - r = F-Z'-' = W OO 2� �{ f�-' Q F IO-I m = O - ON CENTER. USE STEPS MICH COMPLY WITH STD. DRAWING 840.m. ~ U � O L7
LU Z m H= Z 2 O Q
O r _ _ - N N y F O W Z Iti r T - - - - - USE BRICK OR CONCRETE BLOCK WHICH COMPLIES WITH THE REQUIREMENTS � _ ~ Z W
= � _ ¢px'^Q (7�_"" _ �(� --- ¢LL1..IJ G)OI-I -�--- OF SECTION 840 OF THE STANDARD SPECIFICATIONS. yF pJ
-qy IR 9 _ w R m w e 0• p Hy¢ iD o� SECTION _LL SECTION - MN 00y¢ O=�Z S0 �¢
D �m �<z z D Z F•4 i D IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADO TO SLAB O In
Q
D� a PLAN F> D_ A oo /\ ALIGN FRAME WITH INSIDE -> DD AS sN1owN ON STD. NO. e4o.00. Z NH
�� " ¢mw CURB AND GUTTER WTH CATCH BASIN ON STEEP GRADES UU0 y0 ' EDGE OF WALL TO ALLOW r� dam' �R-1 FOR 8'-0" IN HEIGHT OR LESS, USE 8" WALL. OVER 8'-0" IN HEIGHT, USE �Fy
Z m= a p Z O O FOR VERTICAL ADJUSTMENT e UJ0 y0 12" WALL TO 6'-0" FROM TOP OF WALL AND B" WALL FDA THE REMAINING W 0
O O 1n yLL.1yL1_ 0 Z W-0". WANTITES TO BE ADJUSTED ACCORDINGLY.
TOP ELEVATION 0
i w = w 6" O O WALL SECTION
EXPANSION JOINT C� O •-y
USE ON FLAT GRADES 2i AND UNDER J- Y` CONSTRUCT WITH PIPE CROWNS WATCHING.
0 0 `� e�IN�I PLAN DO NOT USE BRICK MASONRY DROP INLET IN LOCATIONS SUBJECT TO
- T SECTION - BB �� tl TRAFFIC.
i - - - SECTION - PP SECTION - NN
CRAMFER ALL
S• 9'-0" 3'-0" DEPRESSED GUTTER LINE B WITH COPING REMOVED
EXPANSION JOINT m DRAWING NOT TO SCALE.
CORNERS 1".
m PLAN OF TOP SLAB SECTIONS-S y ¢ 'r m FRAME, GRATE,LB HOOD ASS'V J p H - BR cK c6PTxG 1TNCIcexTUI------
Z ELEVATION O -� z NI .po __ N ¢ y m I TOP ELEVATION .- ¢
W NORMAL CURB AND GUTTER ON LIGHT GRADES LL Z D - rr3"1 r0-- -- O m M ^ FRAME z AM.µO CARTE c O
,..M 0 � m m H B,r �- 2r_px 6x T JJ _ IE C7 - _ 4.
TOP
TION
In
-CUB "W' BARS T M4 BAP 8" E%PANSIONAJOINi-- NORMAL GUTTER LINE 3 a W Z r, 3'_p" i = _ 1 Cz " Z 0 IV � S � z J a
N -4 1 A Q iMi -1 _ -
W4 BARS "I" _ m LL
USE ON GRADES OVER 2N ML d y .� Ia e a ¢ Q !¢I O y
2 n Z E L PPE 6r' __ _ 0 _ •� D v, rn i> 2 F•1 a
8'r B 8"
111
r= D N N O O C3 = Z x O
�aD - ¢v� omD L M K` N , „� 0U) man o° rp,
C _ 10" MAX \ 6'-0" ¢ F > _
(� O I EXPANSION JOINT 0 ,Q LL. D N v SECTION Q W 0 W 9 _ SEE NOTE 01 :3
A S v M4 BRAS "U' 1 ., 6' `-DEPRESSED GUTTER LINE ¢ V ma v 0 _ Z Q Q Z MZ
COD ELEVATION y m iv 0 y D � = _ F O: DO 1..1 y _ - � W4 BAR F
In y SECTION_R,--R DOWEL NORMAL CURB AND GUTTER ON STEEP GRADES (� D Z � L M � F'-. � y O I"4 Z D ~ Y'
p 0 J FRAIE_PLAN p v M Iy
m YAM. PIPE 1NI6 6IOE
,.., z - y ¢ 2 z - - - SECTION- JJ y m z SECTION X-X SECTION Y-Y ~ Lr
GT MINIM DIMENSIONS AMID WANTITIES FOR MICK CATCH WASIN(MSED ON MIN. HEIGHT, X, WITX M RI8El1)• H-I GD H•I W G1 y Q
"j __._._- - - __ - -- CU.YDS. CONC. IN BOX BP6K MASONRY DEDUCTIONS J m = _ " _ 1�� " -� 3r_Oft rJ ^ J Fn
m -_ _ _ 1 rerN ONE PIPE U' D O m 1�rr� IOW" t� C7 O m J
... _. __ LB3. TOP BOTTOM TOTAL YtO HXN. Z O �f �[ LU
p= PIPE SPAN WIDTH WICCH SPG YIN. INSIGHT E- F XO�SLENGTN N0. S EN6TH W. LENGTH TOTAL SLAG SLAB COHC. III W13 ML01DONF C.Y. P.C. W GO Q = = f ¢ 3rr R W Cr Q= DIMENSIONS AND QUANTITIES FOR DROP INLET(BASEO ON MUM. WRIGHT, H) 6�r-ii z
DIMEMSIONS OF BOX PNO PIPE TOP SLAB ___
DIMENSIONS W
12" 3' 0 2 2 2-9' -- -- -- -- --__ - 0.201 0.281 0.893 1.164 0.020 0.042 Z a � -I- = j O� e � O DIMENSIONS OF BOX E PIPE CUBIC YARDS CUBIC YARDS DEWCTIONS FOR W
15" 3 0 2 2 3 0" 0.281 0.281 0.963 1.244 0.031 0."7 -T i LLL _ LL PIPE SPAN W[OTH MIN. HEIGHT CONCRETE BRICK WSONgY ONE PIPE DOWEL
18" 3' 0 2 2 3' 3' _ 0_281 0. 281 1.013 1.324 0.044 0. 065 R 6n 6n 1 Err 2r Orr BV 1V
? 1V
_-_- _. I� F~ T BOTTOM ALL PER
24" 3' 0 2 2 3' 9' _ 0.281 O.2B1 1.201 1.405 0.078 0.121 3Lz° 3r-0" 3'cr
30' 3'-0" 2 -2' 3'-1' - - 4'-9' 1 -2' 4'-4" 4 1'-8" 3 4'-1" 3 4'-1' 15 0. 147 0.374 0.521 1.606 2.21] 0.122 0.164 n r r. n D A B H W 6 usoxAr-Fm C.S. R.C.
4 - - SLAB FOOT HT. YT xEtart
38 W-0 2 2" 9'-10" 4' 9" 1 B" 4 -4" / 2 0" ! 4 -1" 3 4' 1" N D.1B] 0.415 0.602 1.914 2.516 0.1]6 0.261 _ 12' 3'-0" 2' 0" 2'-3' 0.268 0.313 x0.522 x 0.020 0.032
42 3'-0 2 2" 4'-5" 5' 9" l 5' 3 -6" ♦ 1 -0" 3 9'-3" 3 3'-1 3B 0. I35 0.3]3 0.508 2:152 2.860 0.210 0.3]1 SECTION - 10C �, 15" _ / 2'-3" 0. 268 0.313 0.678 _ 0,G44 0.066
__. -_ - 1` r S`
48" 3'-0" 2' 2" 5'-0" 5'-9' 2-0' 3'-6" - 4 2-fi" t 3'-3" 3 -9'-3" ♦1 0.1]3 0.410 0.563 2.tl5 2.998 0.3/3 0.4]] I,� 2'-11542" 4vD' _ -
SHEET 2 OF 2 se a'-D" z'-z" 5'-]" a'-3" 2'a" s'-e" 4 3' 0" 6 3'-3' 3 3'3" n D.2n D.44e 0.658 2.e66 3.485 o.3se o.595 SHEET 2 OF 2 MEET 1 OF 2 18rr f 2' 6" 0. 268 0.313 0.6]e 0.0/4 0.065
R
SHEET 1 OF 2 SHEET 1 OF 1 30" 3'-0" 2'-0" 3'-6" 0.268 0.313 0.991 0.0122 0.170
840.01 RISER HAS .321 CUBIC YARDS OF MICK MASONRY PER FOOT HEIGHT 840.01 840. 03 HOOD ELEVATION SECTION__ RR 1840.03 840.15 SHEET 1 OF 1
840.15
5.
D 1-10= FRAME. -ORATE ELEVATION GENE IO T CONSASrnE STEPS
I0�11 SY0NOCiITENOIPW 2"WKEYMAYM, p0110H488AR DOWEL$ AT <Z _ r0, Z DETAIL USE
ACCORDING TOPWATER FLOW. 2 rr FT
FITIII z
PROVIDE ALL CATCH
ITH
ON CENTER.
OMPLY WITH
ES OF
OPT
p� BACK OF CURB SEE SM.NO. 840.03 USE CLASS "B" CONCRETE THROWHWT. H5. O� a
rOm�GO \+�� m j_�_ tL U
USE
THE
H. I� z r D Y _ _ _ _ Y o i - , x USE"TYPESO'ECH,T�FENCMOMO6T0 �MATESFUNLES�OTIiENW[SE INDICATED. Col. H p r0-I m mH y O TYPE "G" TYPE E TYPE "F"
O D H-1 IT, IF REINFORCED DONGi. 540.0E IS SET IN BOTTOM SLPB OF BOX, AGO TO SLAB a ¢ Z _ _ _ m n n W ¢ Z LL -
A_ Ot
Z2�00�1 _ e 9 8 H= ZW Z=mr-m �T_ Brr H=~ZW
'T7 D_ A (T''WKT�rTr 0 o A 1nT I9/ <ugoLxr�
ONp PLAN v r 3 ---.SEE NOTE CHARIER WITH PIEOGLCPE HOWN11 WATCHINOL9 PND BOTTOM SLAB. ADJUST , Z1OO¢ OyO - 00' II ry I 000000 , OOO�Q
r d Z . y___________ -______________ ___-_ IIUIpIWVIIIIfIVIII I 9�8' Z >
O FOR 8 0 IN HEIGHT ON LEM USE 6' WALLS AND BOTTOM SLAB. OVERLL J O
D WATER FLOW SAG WATER FLOW
G.F>
W PA
C)
0
z X SECTION X-X DRAWING NOT TO SCALE. B ," 0
_ TOP ELEVATION _
TOP ELEVATION
FMWE GRATE MID IpW
SEE STD. W. 840.03 STEPS - STD. NO_640.86 STEPS - STD. N0. 840.88�I
A. SECTION B-B
_ A,: �" BTOP ELEVATION A T. y 1�b" 21/4n L Z
@' e' m II
_ O Q N
ff z 1 m o �D 9 z WATER FLOW SAG WATER FLOW LL 0 Tn
O m e E LL M C m M'nr-1-L -.. v= m N 6 1 W W
F+ ___._G -. e,. In z a Lu m y TYPE 'F" TYPE "E" TYPE 'G' SECTION A -A RA N u q 4
n? 9 6" 3 m a Z `. 2 r r r TYPE - E '" C PU., "o.D��1SECTION Y-Y 6^ --c fi" ¢ In Q,p D D D oV_>RAISED FLOW ARROW a z P 1 2 J� ,xo r� C
RISEN HT. " 0 7 D v "HIGHy f� o Mz
C CJ D RISER _ ¢ a RCA 2 1 D RAISED FLOW ARROW 234 -1 y Q i
In a=o m i ,:. QO yNo %" HIGH OD a W z 2- O3� S
SECTION J-J = "_ -- Q W F Cr O p O O pP Q Q F : Si`N ( �Q•I, ,,��
_ = m
1-+ r SECTION M-NI W - D 'm ''LL DO
J f SEE NOTE- INHERE 30" TO 38" PIPE IS USED } y ~ - C3 = ''`„ 1142 ' F y ..........
ERxJ0,,\\
m O H4 CURERS 12" TO 54' PIPE IS USED N 0 O Z r'2` �rr _m_ 2 O A'IIIIIIIIIIF-1,,` 2 WHERE 30" TO 36" PIPE IS USED _
Iyl O RISIII
VARER HT. J "Z G0 '~ W y
Z p J ,I_ r.. y' J z V DO > 00 0�- z
1 1 1►- '' j� A O 1142"R CU LL¢
" M ? M W z C= 1/8
r
A Z 34 „ �' o
n l �4
a A-�I - 1144 2'-„ LL GRADING AND
MERE 42" TO 5♦' PIPE IS USED �- - ," SECTION A -A , „ DRAINAGE DETAILS
DETAIL SHOWING METHOD
SHEET 1 OF 2 OF RISER CONSTRUCTION PLAN PLAN SHEET 1 of z SHEET 2 OF 2 TYPE - F TYPE G La' SECTION A -A SHEET 2 OF 2
840.02 840.02 840.03 840.03 11
LINCOLN PARK
ELEMENTARY SCHOOL
AT CAMP LEJEUNE
ONSLOW COUNTY, NORTH CAROLINA
NOVEMBER 4, 2009
itt v F Kimley-Horn
and Associates, Inc.
a ao; .- u4vc Suite 300 Tel: [phone]
501Independence Parkway Fax: [phone]
Chesapeake, Virginia 23320
©2009 Kimley-Horn and Associates, Inc.

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21/8' _
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SECTION E-E SECTION F-F
GENERAL NOTES:
MORTAR JOINTS L¢" + 1M" THICK.
CONCAVE TOOL ALL EXPOSED JOINTS.
USE CLASS "B" CONCRETE THROUGHOUT.
USE FORMS TO CONSTRUCT THE BASE SLAB.
JUMBO BRICK WILL BE PERMITTED. CONCRETE BRICK OR 4"
SOLID CONCRETE BLOCKS MAY BE USED IN LIEU OF CLAY BRICK.
IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX,
ADD TO BASE AS SHOWN IN STD. NO. 840.00.
WHERE THE MANHOLE IS EXPOSED TO ROAD TRAFFIC, CONSTRUCT
THE TOP OF THE MANHOLE FLUSH WITH THE GROUND. AT OTHER
LOCATIONS CONSTRUCT A MINIMUM OF 9" ABOVE THE GROUND.
PROVIDE MANHOLES OVER 3'-6" IN DEPTH WITH STEPS 12" ON
CENTERS IN ACCORDANCE WITH STD NO 840 66
SPRING LINE FRAME AND COVER
STD. NO. 840.54
FINISHED GRADE
ELEVATION
z
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N0. 840.66
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X So-so'�� X
SEE NOTE F_ -)
-- - _ _GROUND LINE _ O 0 fO
T
_ i_ ,
PART SECTION Y-Y
MINIMUM DIMENSIONS AND QUANTITIES FOR MANHOLE
PIPE
DIM.
CU. YDS.
CONCRETE
TOTAL BRICK
MASONRY
CU. YDS.
CU. YW. BRICK
MASONRY
PER FT. HT.
DEDUCTIONS
FOR ONE
PIPE (WYD.)_
D
BASE
ABOVE S-L
S-L
C.M.
R.C.
12"
0.560
0.530
_BELOW
0.323
0.020
0.032
15"
0.560
0.530
0.323
0.031
0.647
18"
0.560
0.530
0.323
0.044
6 _665
24"
0.560
0.530
- _
0.323
0.078
0.113
30"
0.560
0.530
-
0.323
0.122
0.170
36"
0.._580_
_
0.530
0.323
0,176
0.238
G m GENERAL NOTES
-( USE 4000 PSI MINIMUM COMPRESSIVE STRENGTH CONCRETE.
H Z
S U O FABRICATE, ASSEMBLE AMID DESIGN PRECAST MANHOLE COMPONENTS
r H 9 CoACCORDANCE WITH AASHTO M199.
Fm" Z x D ASSEMBLE RISER AND GRADE RINGS WITH THE STEPS SPACED 12"
0 O D O m FROM THE TOP TO THE BOTTOM OF THE MANHOLE.
Z 9 WHERE THE MANHOLE IS EXPOSED TO ROAD TRAFFIC, CONSTRUCT
Z 2 � O m0 THE TOP OF THE MANHOLE FLUSH WITH THE GROUND AND A MINIMUM
H O r OF 9" ABOVE THE GROUND AT OTHER LOCATIONS.
--RD LIMIT DEPTH OF FILL TO 30'-0" FROM FINISH GRADE TO TOP OF
D > BOTTOM SLAB.
co �' V THE MIN SLAB THICKNESS 'T' IS THE DIMENSION OF THE
1
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0
2'- 9
° -I 2,-9
5'-6"
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IZ-IO U
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6
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Z THINNEST PORTION OF THE TOP/BOTTOM SLAB. ALTERNATE CONE SECTION GRADEp
RING '
` TOP MAT OF REINFORCEMENT WY BE NEGLECTED IF TOP SLAB HAS " 6.07
A DISTINGUISHABLE TOP AND BOTTOM. STEEL
IS MIN0.AREA
OF OF
ECCENTRIC CONE -� ._._ W 'D' ♦ 2 'W'
m 6" MAX. SPACING 11-
0
1" MIN. -#4 REBA"R"` OF CIRCUM. RIF
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y � IN MIDDLE THIRD OF WALL a
,.
m
Aa
Z
1" MIN. USE MIN. AREA OF STEEL IN TOP
r
CLN SLAB OF #4% 0 8" CTS.
z m
EACHINAY/EACH FACE `.
ro x
FLAT TOP SLAB
r N
fPrL xro auTes
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=
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N� c H4
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STEP STD.
N0. 840.66
As 3 In H
REINFORCEMENT) Q "I -
a D-
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PLACE BARS DIAGONAL Nw.xR CLEAR OF BOTTOM FACE) p Q -
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SHEET 1 OF I GRATED INLET OPTION
840.52
MANHOLE OPTION
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=
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OUTLET W/O DITCH
D
CLASS 'B' RIP BAP
CLASS I RIP RAP
CLASS 'B' BIP RAP
I CLASS I RIP RAP
TONS
S.Y.
TONS
F ^
TONS
S.V.
TONS
12"
2
5
5
2
5
1
4
2
1
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15"
2
7
7
3
1 7
1
5
3
2
6
18"
3
10
9
4
10
2
7
4
2
8
24"
5
14
15
7
15
3
11
7
4
12
30"
8
21
21
11
22
5
16
11
7
-1 7
36"
11
28
29
15
30
7
22
16
10
23
42"
15
37
39
20
39
10
28
22
13
30
48"
-
-
49
26
50
-
-
28
17
38
54"
_
-
80
33
62
-
-
36
21
47
60"
-
-
73
40
75
-
-
44
26
56
88"
-
87
48
89
54
32
87
72"
-
-
102
57
104
-
-_
64
38
78
NOTE:
FOR CALCULATION PURPOSES
CLASS 'B' RIP RAP = 100 LB -
CLASS I RIP RAP = 105 LB
B
A-] '
PLAN
SLOPE 1142:1 OR FLATTER
T
SECTION A -A
PIPE OUTLET WITH DITCH
H= RIP RAP TO TOP OF PIPE (MAX. H = D + T)
T= 15" CLASS I RIP RAP, UNLESS OTHERWISE SHOWN ON PLANS
T= 12" CLASS 'B' RIP RAP, UNLESS OTHERWISE SHOWN ON PLANS
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m p
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GENERAL ROTES: 'APPROVED CUITABLE LOCAL MATERIAL OR SELECT MATERIAWXpATION L FOR FCONDITIONING
i p
AS DIRECTED BY THE ENOIEER.
I.D. = THE M IMN HORIZONTAL INSIDE DIMENSION. ��-] 7�T7�1 APPROVED BACKFILL DN SELECT BACIffILL MATERIAL. MIEN 'H' IS GREATER WAR No,
/1 1
O
C9
mI/
.� USE SELECT MATERIAL OF THE APPROPRIATE CLASS AS rmLOMB:
W
O.D. = THE MAXIMUM HORIZONTAL OUTSIDE DIVENBICH. n_i-"ln_ ul_n UNntS1LPBED WITH INTERIAL
z
H WE FILL HEIGHT MEASURED VERTIGLLY AT ANY POINT SELECT MATERIAL 'R•
ALONG THE PIPE FROM THE TOP OF THE PIPE TO THE TOP CLASS IV MR 50 FEET
OF THE EM&WKMENT AT THAT POINT. CLASS III OVER 40 FEET TNRUMN 5O FEET
CLASS II OVER 30 FEET THROWN 40 FEET
THE CLASS OF SELECT MATERIAL USED FOR AN INDIVIDUAL PIPE INSTALLATION IS
BASED ON THE MA%IYUIY 'H' MDGN OCCURS ALONG THE PIPE INSTALLATION. A NICER CLASS
LOOSELY MED RIAL ON SELECT MATERIAL, NOT TO EXCEED CLASS IV, BECLASS11.
MR FOUNDATIONNT RE LCO�NOITIONING JISLDIREGIxED BY�THE ENDINEER_(STONERI� SELECT
NSirIRIA WILII.LATIONL NOT E REWIDER RED
HAT MTxDOF FILL F AN DIVIDUALFEET RI LESB
SO NOT OPERATE HEAVY EOtTP W OVER ANY PIPE CULVERT UNTIL THE PIPE CULVERT HAS
BEEN PROPERLY BALIUCW ILLED AND ERED WITH AT LEAST 3 FEET OF APPROVED MATFAtAL.
SHEET i OF 1
SHEET 1 OF 1
300.01
300.01
0
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A
SOLID COVER SHOWN PERFORATED. PERFORATED AVAILABLE
IF SPECIFIED.
STATE USE OF SYSTEM ON COVER
(I.E.: SEWER, STORM DRAIN, ELECTRICAL)
TOP OF COVER
B � B
L - - - - - - - at - -
BOTTOM OF COVER 1"2"
m
Z z PLAN OF FRAME
O V1
Iris --- - 2'- 111 r,
DO
y 1'-110'a° 34"
Z
y 1'-1076"
mo
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mp
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1'-111*Z"
1
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SECTION B-B
1" R.
MINIMUM WEIGHTS - LBS.
FRAME - 180
COVER - 120
TOTAL - 300
SPECIFICATION
CLASS 30 IRON MEETING
ASTM A-48
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REFER TO CHART
FOR BAR SIZE
d
z
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NOTES:
N
Q ¢
D x'•
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` THIS PRECAST ENONALL Y4V BE USED FOR THE FOLLOWING
STANDARDS: 838.21, 838.27, 838.33 AND 838.39.
" Q U, U
IL J a N Z
` PRECAST
O 2
INSTALL ENOWALLS WITH WINGS AND PAY
¢O N
FOR IN ACCORDANCE WITH SPECIFICATION SECTION 838.
W Q Q LL x
1' 0„�
` USE 4000 PSI CONCRETE.
IS: OC O C7
` PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A615
H- _ Z W
FOR GRADE GO AND WELDED WIRE FABRIC CONFORMING
¢O O a
TO AST* A185 WITH 2" MIN. CLEARANCE.
¢
o
PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH
z I"U
H
H2
OSHA STANDARD IIIF
* PIPE TO BE GROUTED INTO HEADWALL AT JOB SITE BY
W 0
I
CONTRACTOR
O
* ALL ELEMENTS PRECAST TO MEET ASTY Ms.
-
WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAH
- - - -
AS LONG AS THE SAME AREA OF STEEL IS PROVIDED.
` CHAMFER ALL CORNERS 1" OR HAVE A RADIUS OF 1".
e" O.C.(TYP.)
444------ REFER TO CHART
3
FOR BAR SIZE
ATTI" TCTHIE
ORION
SIDE
$.THEICONTRACTORZWILLAHAVEETHE
TO INCflEASE THIS BM SIZE AS NEEDED.
¢O J N
LL 3
'
N =
ENDWALL DIMENSIONS
FT,
MINIMUM
YIN./MAX.
MIN./MAX.
MIN./MAX.
MIN./MAX.
MIN./MAX.
PIPE OIA.
BAR
SIZE
H1(FT.)
H2(FT.)
O (FT.)
W1
- W2 _.__
1.0
#5
111 8"
1.25/2.00
2.0013.75
1.25/1.75
3.0013.75
5.50/6.00
_
1.25
#5
@ 8"
1.25/2.00
3.00/3.75
1.25/2.00
3.50/3.75
6.5016.75
1.50
#5
@ 8"
1.25/2.00
3.00/4.25
1.50/2.50
3.50/3.75
6.50/6.75
2.0
#5
@ 8"
1.50/2.50
4.00/4.75
1.75/2.50
4.00/4.25
7.5018.25
2.5
#5
@ 8"
2.50/3.50
4.00/6.00
2.00/3.00
4.50/5.50
10.00/11.50
_
_3.0
#5
@ 8"
3.00/3.50
5.00/6.00
2.75/3.50
5.2515.75
11.50/11.75
3.5
#5
@ 6"
3.2514.50
6.00/6.75
3.25/3.50
6.0016.75
12.00113.25
4.0
#5
111 8"
3.50/4.50
6.5017.00
3.25/3.50
6.50/6.75
13.00/13.25
j
_
4.5
#5
@ 8"
4.0015.00
6.5018.50
3.25/4.00
7.00/9.25
13.
50/15. 75
5.0
#5
0 8"
4.50/5.00
7.00/8.50
3.25/4.00
7.25/9.25
13.75/15.
76
5.5
#5
0 8"
4.50/5.00
7.50/8.50
3.25/4.00
7.25/9.25
14.00/15.75
6.0
#5
0 8"
4.50/5.00
7.50/8.50
3.2514.00
7.75/9.25
14.75/16.75
Details Provided by APPIAN Consulting Engineers 08/02/2006 - 11:46:05 AM
NATURAL GROUND
4, 14r
"t -III-1 l
=11 - 10
10' - 20'
SWALE DETAIL
NATURAL GROUND
I I lll I I I I IjTjI 11T1 �� - I I I I I I I 1-1
1Ti_iTf=iTT=TTT=1Ti= _
D BASE
2' MIN,
CHANNEL DETAIL
AU�go Yx ' h P.O. Public �"'`" CITY of JACKSONVILLE �/i-ci�YB�MM
IMlnaovine,N.C,28541 USE WTTH THE IAC'KSONWUP. STANDARD SPINCRIICATIONS OE.Y
' TYPICAL SCAT R. DBIAll
Not To SCRIC z631-02
r°4AF G w°� DRAINAGE CHANNELS
Jul 21006
Iy w
Q a
a W a
p LU N
¢ LU n
owe
a=�
0
oo N
x
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LL
GRADING AND
DRAINAGE DETAILS
LINCOLN PARK
ELEMENTARY SCHOOL
AT CAMP LEJEUNE
ONSLOW COUNTY, NORTH CAROLINA
NOVEMBER 4, 2009
Kimley-Horn
and Associates, Inc.
owc:
Suite 300 Tel: [phone]
501Independence Parkway Fax: [phone]
Chesapeake, Virginia 23320
02009 Kimley-Horn and Associates, Inc.

SOILS DESCRIPTIONS
BaB BAYMEADE FINE SAND, 0 TO 6 PERCENT SLOPES
KuB KUREB FINE SAND, 1 TO 6 PERCENT SLOPES
Ln LEON FINE SAND
On ONSLOW LOAMY FINE SAND
Pn PANTEGO MUCKY LOAM
Ra RAINS FINE SANDY LOAM
SEEM 0 0 OWN= SOILS BOUNDARY
Kimley-Horn
and Associates, Inc.
Suite 300 Tel: [phone]
501Independence Parkway Fax: [phone]
Chesapeake, Virginia 23320
©2009 Kimley—Horn and Associates, Inc.
30 0 30 60 120
GRAPHIC SCALE
OVERALL PLANTING AND LAYOUT
LINCOLN PARK ELEMENTARY SCHOOL
AT CAMP LEJEUNE
ONSLOW COUNTY, NORTH CAROLINA
NOVEMBER 4, 2009

PLANT SCHEDULE
TREES QTY CQMMQN BOTANICAL CONT CAL
29 GRAPE MYRTLE LAGERSTROEMIA INDICA B & B 3"GAL
1 24 REDSPIRE CALLERY PEAR PYRUS CALLERYANA `REDSPIRE' 8 & B 3"CAL
18 RED OAK QUERCUS RUBRA B & B 3"CAL
22 JAPANESE PAGODA TREE SOPHORA JAPONICA B & B 3"CAL
23 BALD CYPRESS TAXODIUM DISTICHUM B & B 3"CAL
17 SAWLEAF ZELKOVA ZELKOVA SERRATA B & B YCAL GENERAL NOTES
A. THE LANDSCAPE CONTRACTOR SHALL REFER TO THE CONTRACT AND SPECIFICATIONS W IN AREAS WHERE PAVING SUBGRADES AND BUILDING PADS EXTEND INTO PLANT BED
SHRUBS COMMON BOTANICAL CONT FOR REQUIREMENTS NO7 LISTED HEREtk. AREAS, $ INCH HOLES SHALL BE DRILLED EVERY 3 FEET AND FILLED WITH 1 INCH
B. THE CONTRACTOR SHALL LOCATE AND VERIFY THE EXISTENCE OF ALL UTILITIES PRIOR DIAMETER GRAVEL TO PROVIDE PERCOLATION AND DRAINAGE FOR THE PLANTING BED.
26 JAPANESE HOLLY ILEX CRENATA 5 GAL TO STARTING WORK. HOLES SHALL BE DRILLED THROUGH IMPROVED SUBGRADES INTO EXISTING SITE SOILS
C. THE CONTRACTOR SHALL SUPPLY ALL PLANT MATERIALS IN QUANTITIES SUFFICIENT BUT NO DEEPER THAN FOUR FEET.
TO COMPLETE THE PLANTING PLAN SHOWN ON ALL DRAWINGS. PLANT COUNTS N. ALL PLANTING BEDS TO RECEIVE 2 INCHES OF BACK TO EARTH COMPOST PER
AND SQUARE FOOTAGES ARE PROVIDED AS A COURTESY ONLY. SQUARE FOOT AND 1 POUND OF A 4(N);i(P):2(K) ROO FERTILIZER PER 100
96 HELER JAPANESE HOLLY ILEX CRENATA HELERII 5 GAL D. ALL, PLANT MATERIAL SHALL CONFORM TO THE GUIDELINES ESTABLISHED BY THE SQUARE FEET. BOTH MATERIALS SHALL BE INCORPORATED INTO THE SOIL TO A
CURRENT AMERICAN STANDARD FOR NURSERY STOCK, PUBLISHED BY THE AMERICAN DEPTH OF 12 INCHES.
ASSOCIATION OF NURSERYMEN OR EQUIVALENT. 0. ALL FINAL PLANTING BED GRADES IN AREAS WHERE ORGANIC AND/OR INORGANIC
SHRUB AREAS Qa COMMON 130TANICAL CONT E. IN THE CASE OF A DISCREPANCY BETWEEN THE CONTAINER SIZE CALLED OUT IN MULCH IS BEING APPLIED SHOULD BE 3 INCHES BELOW ADJACENT HARD SURFACES.
PLANT LIST AND THE CALIPER AND HEIGHT OF PLANT MATERIAL, THE SPECIFIED TREE P. NO PLANT SHALL BE PUT INTO THE GROUND BEFORE ROUGH GRADING IS COMPLETE
_ MUST MEET THE CALIPER AND HEIGHT REQUIREMENTS SPECIFIED, EVEN IF THE AND APPROVED BY THE PROJECT LANDSCAPE ARCHITECT.
� 2,269 SHALLOW WATER PLANTS SEE WETLAND PLANT SCHEDULE 1 GALO 18" OC LARGER CONTAINER SIZE IS REQUIRED TO MEET THESE SPECIFICATIONS AT NO Q. ALL PLANTS SHALL BEAR THE SAME RELATIONSHIP TO FINISHED GRADE AS THE
ADDITIONAL COST TO THE OWNER, PLANTS ORIGINAL GRADE BEFORE DIGGING OR AS ESTABLISHED IN CONTAINER.
F, ALL PLANTS TO BE GROWN AS SPECIFIED, NO CONTAINER GROWN STOCK WILL 9E R. ALL: PLANTS SHALL BE INSTALLED AS PER DETAILS.
ACCEPTED IF IT IS ROOT BOUND. S. ALL PLANTS SHALL BE WATERED THOROUGHLY TWICE DURING THE FIRST 24
Ti 234 SHALLOW LAND PLANTS SEE WETLAND PLANT SCHEDULE 5 GALIM 60 OC C. WITH CONTAINER GROWN STOCK, THE CONTAINER SHALL BE REMOVED AND THE HOUR PERIOD AFTER PLANTING, ALL PLANTS SHIALL THEN BE WATERED WEEKLY
PLANT BALL SHALL BE CUT THROUGH THE SURFACE IN TWO VERTICAL LOCATIONS.
OR MORE OFTEN AS NEEDED DURING THE FIRST GROWING SEASON
i H. LANDSCAPE CONTRACTOR SHALL LOCATE THE SOURCE OF AND SELECT ALL PLANTS
_ - FOR APPROVAL BY THE PROJECT LANDSCAPE ARCHITECT. T. ALL PLANTING BEDS . RECEIVE ORGANIC AND/OR INORGANIC MULCH MATERIALS
T I. ALL PLANT MATERIALS SHALL BE APPROVED PRIOR TO DELIVERY AT THE NURSERIES AS NOTED ON PLANS. LANDSCAPE ARCHITECT:
GROUND COVERS Q;Y COMMON BOTANICAL CE?N7 U. THE DAY PRIOR TO PLANTING, THE LOCATION OF ALL TREES AND SHRUBS SHALL
OR SUPPLIERS BY THE PROJECT LANDSCAPE ARCHITECT. BE STAKED FOR APPROVAL BY THE
J. IF ANY SOURCE OF PLANTS 1S LOCATED FURTHER THAN 30 MILES FROM THE V. THE CONTRACTOR SHALL PRUNE ALL BRANCHES 6 FEET ABOVE FINISH GRADE ON
PROJECT SITE THE CONTRACTOR WILL BE REQUIRED TO PAY TIME AND TRAVEL
12,665 COMMON PERIWINKLE VINCA MINOR FLAT 12" OC ALL DECIDUOUS TREES 12 FEET OR TALLER.
EXPENSES INCURED BY THE PROJECT LANDSCAPE ARCHITECT..
K. ALL PLANTS TAGGED AS APPROVED AT NURSERY OR SUPPLIER SHALL BEAR THE
SAME TAG WHEN DELIVERED ON SITE.
SOD/SEED QTY COMMON BOTANICAL CONT L. THE RIGHT TO REJECT PLANT MATERIALS DELIVERED TO THE SITE THAT DO NOT
BEAR APPROVAL TAGS IS RESERVED BY THE PROJECT LANDSCAPE ARCHITECT.
848,455 SF BERMUDA GRASS CYNODON DACTYLON SEED PLANTING- GENERAL N©TES
a
N.T.S.
48,709 SF CENTIPEDE GRASS EREMOCHLOA OPHIUROIDES SEED
18,064 SF FESCUE FESTUCA CAPILLATA SOD
PLANT SCHEDULE
C 1 N.T.S.
3/4' DIAM. REINFORCED RUBBER
HOSE LOOPED COMPLETELY AROUND
TREE TRUNK DIAMETER WITH 2
STRANDS 12 GAUGE GALVANIZED WIRE
THROUGH CENTER CONNECTING TO
WOOD STAKES,
PLANT ID TAG TO REMAIN UNTIL
INSPECTED BY LANDSCAPE ARCHITECT.
REMOVE AFTER SUBSTANTIAL
COMPLETION ACCEPTANCE.
—2, 3' DUM. WOW STAKES NOTCHED
FOR WIRE ANCHORED AT LEAST 12'
- INTO UNDISTURBED GRADE.
PLANT ID TAG TO REMAIN ON EACH PLANT
- ---9*, YELLOW WARNING TAPE TIED TO UNTIL INSPECTED BY LANDSCAPE ARCHITECT.
_
SUPPORT WIRE. TO BE REMOVED AFTER SUBSTANTIAL
_APPROVED TREE WRAP WITH 30z COMPLETION ACCEPTANCE. WETLAND PLANT SCHEDULE
r ----- OVERLAP AND ENDS TIED WITH TAPE 2' SHREDDED WOOD MULCH AFTER SETTUNC QUANTIIY BOTANICAL NAME COMMON NAME
9" RADIUS CLEAR OF MULCH AROUND i` aA4 WXFILL SHALLOW LAND PLANTS: 20% ROSA PALUSTRIS ROSA PALUSTRIS
f TRUNK. 20% CORNUS AMOMUM SILKY DOGWOOD
'r 2" TAIL, 24' DiAM. MIN. RETAINRI+� BASH
C
P° Grs ��UP AT EACH PLANT. SPAC AS SP DIED 20X ILEX GLABRA INK BERRY
3' DEPTH SHREDDED WOOD MULCH. f� a � 2 SHREDDED W000 MULCH PLACED 20% VACCINIUM CRASSIFOLIUM CREEPING BLUEBERRY - a a c
' MIN. 6' DAM. BERM AROUND TREE 5 Q�
MOO TO GROUNDCWER PLtJ1TiNG 20% ITEA VIRGINICA SYlEETSPIRE
LANDSCAPE
PLANTING DETAILS
✓ — _.NATIVE SOE FILL. TAMP AND WATER
SETTLE TO REMOVE ALL POCKETS OF t w M► PREPARED PLANTING BED OR
LINCOLN PARK
AIR -WITHOUT COMPACTING SOIL. PREPARED BACKFI_L MIX TO INCLUDE QUANTITY BOTANICAL NAME COMMON NAME
z4 PENDULUM PRE -EMERGENT
-I I=T l- ' :' --=I IF ROOT BALL IS WRAPPED MI I .. 6' MAN, BACKFU AROUND AND UNDER EACH �, �„
PLASTIC, WIRE OR PLANT, BAp(FlLL 10 BE TAMPED AND WATER o i `.'-. HERBICIDE OR APPROVED EQUAL SHALLOW WATER PLANTS: 25X CANNA SPP. CANNA DLLY ELEMENTARY SCHOOL
NON -BIODEGRADABLE MATERIAL I I I_ SETTLED TO REMOVE ALL POCKETS OF AIR. AS PER MANUFACTURER'S 25X SAURURUS CERNUUS LIZARD TAIL
_ = REMOVE ENTIRE WRAP. IF WRAPPED IN I I ( (( I T OF PLANT ROOT BALL TO FLUSH RECOMMENDED RATE. 25% IRIS VERSICOLOR BLUE FLAG IRIS
q I 25x FUNGUS EFFESUs SOFT RUSH AT CAMP LEJEUNE
T III — III BURLAP REMOVE AT LEAST TOP 1/3. YJITH ADJACENT, FINISH GRADE.
_COMPACT SUBGRADE TO FORM _ __. _ ONSLOW COUNTY, NORTH CAROLINA
PEDESTAL TO PREVENT SETTLING. _.CUT AND REMOVE BANGS AND BIIRIAP
PEDESTAL SHALL BE 12' DEEP OF FROM
TREE STEM AND TOP 1/3 OF ROOT BALL -
TREE REE BALL DIAMETER PIT DIAMETER: TIMES TAMPED EARTH. FINISH TOP OF ROOT CONTAINER TO BE TOTALLY REMOVED ON NOVEMBER 4, 2009
ET$ALL TO SET 1" A${JVE ADJACENT.. CONTAINER -GROWN STOCK. s<
FINISH GRADE.Kimley-Horn
DECIDUOUS TREE PLANTING SHRUB PLANTING DETAIL GRC}UND OVER PLANTING DETAIL WETLAND PLANT SCHEDULE��Tv u 2a4 011
Al ,,4•_, -D' A2 ,,2"=1 -o' A3 1 f2•=,._o. A4 N.T.S. and Associates, Inc.
Suite 300 Tel: [phone]
501 Independence Parkway Fax: [phone]
Chesapeake, Virginia 23320
©2009 Kimley—Horn and Associates, Inc.

Details Provided by APPIAN Consulting Engineers
08/02/2006 - 12:45:33 PM
Fall Permanent .SeeClir18
August 15 - November 1
Lime _. _.. �. _..._.
_..._ _... _.2 tonslac
5-10-10 Fertilizer .................. _..._.
... Ibs/ac
0-20-0 ......_... _.. _. _.. _.._.
_.__._. 500 Ibaloc
Unacarrfied Service Lespedeza _.._.__. ._..
_....__.....60 Ibs/ac
Ky-31 Fescue..... __._ _.__..
_._ _.._._._30 Ibs/ac
Rye Grain .. _.. __ ....... .._.
.... ...... 25 Ibs/oc
*Straw Mulch _..... _... ___..
_.._ _....2 tons/ac
Fall! Permanent .4eeCW18 - CWtOOCkd '.. .. ..._
.. _ _ September 1 - February 28
Lime .. _._ -.. _....
..2 tonslac
Fertilizer (low nitrogen approved for Centipede) ...
(Appropriate fertilizer approved
for centipede application)
Rye Groin ....... _.. _.
_.. _..._90 Ibslac
Centipede Seed.. .. .__.. �_ ._._.
15 Ibs/ac (overseeded In spring)
*Straw Mulch . _._... _...___. ._._....
.._..._. __...__._..2 tans/cc
Winter Temporary Cover ... ....
November 1 - February 28
Lime. ._.. _....__.. ..._ _..
_. _._ ..___..2 tans/ac
10-10-10 Fertilizer
.....700 Iba/ac
Oats.
_.50 Ibs/ac
Rye Grain �. ..
_.. ..__.20 Iba/ac
*Straw Mulch .. _ .... __
... ..._...2 tans/ac
Sp tf10 Permanent .Seeding _... __.
March 1 - April 30
Lime. _
__.2 tons/ac
5-10-10 Fertilizer ....... __... _.....
..... ._..1000 Iba/ac
0-20-0 .... _. ._. _.._._
_.... ...__500 Iba/ac
Scarified Sericea Lespedeza ..._._ __
__ _..._.. _.. 50 Ibs/ac
II Fescue.... .._... ...._. __
_.. ___30 Ibs/ac
Brownfop Millet._ _.. ..... __.
_.._. 20 Iba/ac
*Straw Mulch _._ _.. .. ..... _.
_ 2 tone/cc
Wing Permanent 8eeI - Centipede:
_ _ April 1 - July 15
Lime. ..
_..2 tons/ac
Fertilizer (low nitrogen approved for Centipede)
(Appropriate fertilizer approved
for centipede application)
Centipede Seed... __. _.
......90 Iba/ac
*Straw Mulch ._._ .... ...
_. .......2 tone/ac
Late .9prtflg Permanent Seecft ._ ...
_. March 15 - June 30
Lime. ....... .......... ...... ......
..... ...... ....... _2 tons/cc
10-10-10 Fertilizer _. _ __ _..
__. .__1000 Ibs/ac
0-20-0
.. 500 Ibs/ac
Scarified Sericea Lespedeza .....
_. ..__40 Ibs/ac
Common Bermuda Grass (hulled) ....
... _ 8 Iba/ac
*Straw Mulch...... _.. .. _.
_. ._._2 tons/cc
.glimmer Temporary Cover .. ..... ......... __..... ..............__...._.........
..... ........ ....June 30 - August 3
Lime. _...___._.. ..... ....
....... .._._2 tons/ac
10-10-10 Fertilizer
._.. 700 Ibs/oc
Browntop Millet... ..... ._. .._
....... ._._.40 Ibslac
*Straw Mulch _._.. __- -.. ...
..... ___.2 tone/cc
NOTES:
1. * Mulch will be doubled if crimping is the
method used.
�F"'o ILr�A�
•.rC
paarrw ae m CITY of JACKSONVILLE
Ia'--4l-`-, N.G ASn M WIIll 'IA61AC1ealya&n
nAMAYa a'£CLY aMb 0I
SEEDING
Not T.91
SPECIFICATIONS
aaN'T
„,�
MIN. l0 GA
LINE WIRES
Ny nC uAYIMIIM
Details Provided by APPIAN Consulting Engineers 08/02/2006 - 12:45.42 PM
FILTER FABRIC
w MIRAFI IOOX OR EQUAL FILTER CLOTH IN 3•-0' WIDTH
¢ SECURE TO FENCING. EXTEND FABRIC 12' INTO
m j EXCAVATED TRENCH. NO BURLAP WILL BE PERMITTED.
W v
VARIABLE AS DIRECTED BY PUBLIC SERVICES DIRECTOR
W v " NORMAL SPACING 8'-0' MAX.,
y" REDUCE TO 4'-0' NEAR LOW AREAS.
v �
IF WOOD POSTS ARE USED,
FASTEN FENCE WITH NOT LESS
THAN 9 WIRE STAPLES 1 1/2'
LONG.
WELDED WIRE FENCE 4' SPACE
TOP k BOTTOM WIRES ARE 10
GUAGE MIN.. INTERMEDIATE
ORES ARE 12 1/2 GUAGE MIN
EXTEND FENCE 6' INTO
EXCAVATED TRENCH
SELF -FASTENING STEEL POSTS,
DRIVE POSTS 24' INTO GROUND
WOOD POSTS 4' IN DIAMETER
MAY BE USED.
BRACE POSTS AT
LOW POINT
110' MAX.
NOTE 2
`h fm
STEEL DRIVE POSTSMIN. 24' (EXTRA DEPTH
NOTE�EWIRED FOR UNSTABLE SOILS)
'Too In backfill Into trench and com
soil firmly to anchor the bottom of the silt fence so that the runoff is forced
to go through the fence. No runoff Is to flow under the fence.
2. To Increase storage capacity and prolong the life of tire' silt fence, excavate a
6"x6" sediment trench uphill along the line of posts whenever possible.
4. Total drainage area flowing to silt fence may not exceed 1 acre / 100 LF. of
silt fence.
5. Silt fences shall not be used at pipe outlets or in areas of concentrated flow
(creeks, ditchlines, swales etc.)
o�goxvrLby ry P.O. d se.w CITY of JACKSONVILLE IwP'lwwwA, `�'"'"T-
�r [` ub ni N. zrsi use Wmt'Iwf IAC[eaeYaas 9iAlvaAee 9vOelGtIIA MCT
TYPICAL EG 8 Aa e
-A"- - a T.9ok 0.02 Na 35
SILT FENCE m Ire
. 'W'R� xas N'a Iona, YBe I d 1
LE FABRIC
W RESISTANT,
SILE STRENGTH,
7RICADE FABRIC (TYPICAL.)
SIGN
rnvry nun SIDE VIEW
EE PROTECTION AR
DO NOT ENTER
WARNING SIGN DETAIL
NOTES
WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL
LETTERS TO BE 3' HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED.
SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS.
PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 5' ON CENTER THEREAFTER.
FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE
SIGN PER PROTECTION AREA
l8 ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT.
ADDITIONAL SIGNS MAY BE REWIRED BY TOWN OF WAKE FOREST OR NCDENR.
BASED ON ACTUAL FIELD CONDITIONS.
SIGNS SHALL BE INCIDENTAL TO THE FENCE.
TREE PROTECTION DETAIL
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT
SEE PLANS FOR
•s e e 'A• 'A• •a• e
PUBLIC .'A '•A • e • e a '•A a
ROAD ' • ' • 112' MIN
• s e e s e A
PUBLIC
ROAD
6" ABC
PLAN VIEW
DIVERSION RIDGE-\
SEE PLANS FOR LEt
8"
CONSTRUCTION SPECIFICATIONS
NEW CONSTRUCTI
FILTER FABRte•'=�GEOTE)
CROSS SECTION % FABRIC
1. Clear the entrance and exit area of all vegetallonn, roots,
Installation.. Avoid curves in public roads
and otter objectionable materlal and properly grade It
and steep SIOpes. Remove al/ vegetation
2. Place the stone (with fiNer fablrc) to the speclflc grade
and dimensions shown on the plans, and smooth if.
are other objectionable material from the
3. Provide drainage to carry water to a sed/mere trap or
foundatlon area. Grade and Crown
other suitable outlet.
fou/datlon for pcsnlve drallage.
4. Use geotextile fabrics because they Improve stabilly
of he toes. allon In locations subject to seepage or high
water5.
IF the slope toward the road exceeds 2%,
Use 2-Y coarse aggregate base course or forger,
construct a rldge, 6 to 6 inches high with
G Payment shall be made at the Contract III price per ton
Jd side slopes, across the foundailon
'Incldental Stone Base' and per Sr Filter FAI ITC for Drallage'approxlmoley l5 feet from the entrance
MAINTENANCE
to d1vert runoff away from the public rood.
MaWaln the stone pad In a condition to prevent mud or
sediment from leaving the construction site. This may
reeqquire periodic topdressing with 2-Inch stone. After each
rallt'all, Inspect any structure used to trap sediment and
clean it out as necessary. Immedlately remove all
objectionable materials spilled, washed, or tracked onto
public roodways.
GALVANIZED
FALTER FABRIC
"PAWED FAIL
TEMPORARY SILT FENCE DETAIL (6.62)
8 MAY.
® STEEL POSTS ONLY
® MIDDLE AND VERTICAL WIRES
W /f- SHALL BE H GAGE Mm. If
FILTER
EXTENSION OF FABRIC AND
WI/E INTO TRENCH
�y�xer r�yaysL�f�K�zrt� l��.rcy�
VAl
P
%4WRE
SEDIMENT COAI
STONE
Yw F:
W/ -
A
L
OUTLET STABILIZATION STRUCTURE DETAIL
DETAIL A
r a i l \'✓_i�a i s �'se
A"Alt,MIS �'Fjojl
Sect/on A -A
Pipe Outlet To Flat Area
With No Defined Channel
Do -La
W/ -
A
SLOPE //zd OR FLATTER
ITT Toll wafer ) 0.5 Lb
H
FINer Fabric
Sect/on A -A
H - RIP Ray to Top OF Pipe (Max. H - D - T)
T- 23' Class B RID Rap unless Offwwlsa Shmn on Plans
T- l2 Class A RIP Ray. Uniws OfIenctm Shown On Plops
Pipe Outlet to Wet%Defined Channel
CONSTRUCTION SPECIFICATIONS
I. Ensue mx No w.owaro fr its /Ills: are npW rtlkwe fM rsexrM flits are ades darn
In
m, qw� COToaa my nit marred m lls . Axo . ro Ile dMeM ar m, ecrramliiq wuleruroed
rmdr /n He A670CAs a Wdl"t6d Sol my don AN RAW ty Ina IvI He
2 Tie r1IrW and grave Nflr most carom to ne spwffw wading flans Hawn An He pans.
3. F71/r cI WAro usreel. mar me f dagael An/ rsWlre wo and be PT wdeared :ran
�a d r/ InAWAI //e r ay daleae aYYa��fle rlprop ore
aw-lsp o MNmm a stoull
I rat. N damge /a es7 :spew :Tire %tlla- CA&A
4 RrpW HANI be ~ Ly sWopwvI but IYe Acre to mdd d~Ag He rl/hr.
S. The mRNman 1Ncnma ar fie r/pW 811 be l5 flees No msxlmu, slow d7heder
TEMPORARY SILT FENCE REINFORCED
STABILIZED OUTLET DETAIL (6.62A)
PLACE POSTS
AT IAY %IYNTS
9•
PIydM Pnpry
/beer/NW&
FANWI pSEr%sekMway
III fmN
N, SW
Tasro
Sl od SlrsaM
29x E
f/as'eb/an
/dard In LOON
M ff
Eldra 51/e'elR
50 le/fln /n fmN
TH
S" Few Raft,
aT II n/mn LMN
CONSTNICTIW SPEDFCATIW5
YATMAS
E Wit a y12011, nor reek a a pwWae slyer d �1 ryh¢
1. Fields a hM 4 hole Wt wN
6 Imes aeq ape Me inVew n a
7rm
AxoNdmaaorrarnrrp k r earn Tn�lb wW a
epee ad yrxw Ih Earn.
S„eMk now /arc dexa C.W. easrafay
6• M�es spaMN ro pee Pala a tar peas sae me
/� na
ro Pa AM a mm.m A 6 sorry A pr
A a na'Na'Aa'e reap M o b LID asps F
I f on mlpa/ed e7 a ware AI
Hess Nov /r .seer row m L[1 M✓gs r W saw won.
aer Me RAW,E r
moms Ag1a tI 4 NW en JAW MN pees lae po/elmw k
/mwlp Ile nabk
ADb W dkM Ater rook toeases Anne.navHM
3. Fr reMarmwl e`Ymfwa MrsrylA nE►r /dlf4 w Mn /sea rem
efeeerp 6 11 mn ��NuroS s eWs d �'
iRWE a mama M pap sA a aeaAmm srN sPodrW A 6 /misA
LCN'STN/CfmN
Mae A
AMM pq/royeM d Loeb b e, News
rs.. s AT ws � wpaWr
t MC'n its •tiled krr/r A AaMrd Arogth w Wit Arm1IH
mf Iabks
aewb
MMk
E Erases Ire lls e4pN M iy esamrl ran seas M sees m 0axe
a NAM NOd fw Tre RohAM OM/ k Tom
Mae ran 14 �adANst As ere In !I arms.
tee No aped I1afaR AMLVr /sae W /mead wows: a seta•
n//rlawr Ta be {AYE ATh slndrel
WWAAM she a /.AMA is ew rsw
to �l'1II e nftr /Hero m�y� A M
YAAYfdMCE
p�A
:earls r fires my savew lh
/mw aurae sW d a su4wl ImA won aAwle a Oro its plat
wAas1 row d bM rw a eat ell
a'/r only rddaN. Yob w6 r4/nd riArs /msAdey.
SAI As reek A a edim•I reer .Hoff ear.
aaaalKW+ r Erwe AM=.:epee N poe ly.
4 51wa/ Aatlsa ArWam nE1r Iaek 4 Mrs esW faAvea wvaN
Rbabe Sale wey Ac des.
la No we ands d me /say d:4' Mn AmM A wa I
rM r Ih Mna tie Zr ee.Nmr IN fle W d Ns
o==" b
rmW.
Mram alone rQ nea
pawn m Ns new, Tab mn k ado sasmldm
r� W. a Mn wa �pI few Is ens, As Hs pMs a aeMM A
✓i n Sk
Ns roes Ar6W °bvL
teal poll Ma/d b *I— ma/eN IMa as Aa/A ro a
MAIem d m IiNse Ie dawwAsa MA d Ns NwM
lbws a fodle NaVIM rd aeon► wdNe/
m
aepaNl/ rd bbp Ms ono ro wade and NN6n N drr
tie mMYNIw aralmP re /w Eon pewb Ar0'Nisa.
a Ewe MrsiAA near rank Won on Pit *WM atae
not ra�IM row ST©M r Mn ea
p
Do OALa
6 mpW may b fhld Moos o mMIH Worry alas n sMdd be lard. argedor.
hpd' wealler+e III, ad l waded.
7. Ctrslncf Ne gran on zero wade sO as "fall of He end. Make Ile np of as
rAPI at its dwnsheom are law Wnh Ml reoAWng aeu o sftI EaRar n.
B Ensure /rot its apron Is "" AINI wrO fls reoW/ng ahem wW pelaaN
ehopN IArtaM'eui rls IrWlh IF axle Is needed to fit AN cadnlae, pots n In
Oe epper mean a ms opa.
9. Imedd* afa• casncfla4 aW#n dI teams: Enos wnh lagerdrm
�MnsNNNTTENAMCE /saw
Derwr ft rrlgm lost 0=r '* Ms � nd1 Imp Around
a
Hake ON roeded repairs 10 pnswr fexlM daHWA
Dii`
l
z�Ctf �' _l tOC�v
EROSION AND SEDIMENT
CONTROL DETAILS
LINCOLN PARK
ELEMENTARY SCHOOL
AT CAMP LEJEUNE
ONSLOW COUNTY, NORTH CAROLINA
NOVEMBER 4, 2009
Kimley-Horn
and Associates, Inc.
Suite 300 Tel: [phone]
501 Independence Parkway Fax: [phone]
Chesapeake, Virginia 23320
©2009 Kimley-Horn and Associates, Inc.