SW8120101_APPROVED PLANS_20201029

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 1-D01o1
DOC TYPE
❑ CURRENT PERMIT
RI APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
a oQo Io a5
YYYYMMDD

<
Edge Pavement
-
DEVIATIONS FROM
'J
DESIGN DRA WINGS:
tr
DESIGN ASBUILT STATE MIN
..-----
(1P
NORMAL POOL ELEVATION 9.0 9.1
.
_
AfERGENCYSPIILWAY MO f0.5
< <, <
'. s-r
-- --
---__-
SURFACE AREA PP 24513 36,262
STORAGE 34,657 34,656
DRAWDORN DME (DAYS) 279 3.10
_
I
I
Y
POND SUMMARY
NCDENR/DWQ PERMIT SWS-120101
I
- -
-
; "
; < <`
r
AS -BUILT DATA -BUILT DATA
'';,
<� <�
(
I. IMPERVIOUS AREA PERMITTED 271,028 7 (6.22 ACRES)
'':, `.,. '•
%"
'<
-
2 NORMAL POOL SURFACE AREA 36,262 sf
i
\
ON 9.1 T.
NORMAL POOL ELEVATION
,•,
.. �. ....<
-...\
•,�\ \`\
4. POND DEPTH (DEEPEST POINI) 6.0 FT
.
- r
t
& POND BOTTOM B"AIM (DEEPEST POINT) .Ai
..\�
.`f
i
,.
6. ORROE INVIRT ELEVATION a
7. OUTLET BOX CREST ELEVATON 10.0-
<
& STATE STORAGE VOLUME 34,656 OF
-
9. 10:1 FT VIEGEIATED SHELF PRESENT
10. 10 FT ACCESS PRES T
11. FQREBAY PRESENT
`
12 PRIMARY sPIuwar Euvanav 1ao
<, l
I3. EMERGENCY SPILLWAY D.EVARON ta5
y <
/
14. ORIRCE SIZE 3.0 INCHES
'`. `• `, `,<t
..
�
1S SIDESLOPES(TYPICAL) 3:1
::<` < ,%' -'
'.-'
--..---
16. INV. OF PIPES FROM OUTLET STRUCTURE 9.1
'\
- ..
17. CREST LENGTH. OF GRATES 4'
F . � .-
STATE WATER QUALITY POND CONSIDERATIONS -
/
SURFACE AREA REQUIRED = 28,513 SF
SURFACE AREA PROVIDED = 36,262 SF 0 EiEV II
1.5' STORAGE VOLUME REQUIRED = 34,657 CF
''. •' ,.
1.5' STORAGE VOLUME FRONDED = 34,656 CF -
1.5' STORAGE DRANDOW TIME = 31 DAYS
EMBANKMENT TOP = 11.0
EMERGENCY SPILLWAY EL - 10.5
TOP OF OUTLET BOX = 10.0 STATE STORAGE = 34.65 CF
TOP
GRP�
6" PVC SCREW PLUG PBR\0
6" ORIFICE ASSEMBLY EL= 10.0 0O
6" CROSS
SKIMMER CONNECTION
TO BE CAPPED ONCE 2 FT SUMP 18" RCF -
SKIMMER IS REMOVED 1 FOR CLEANOUT OUTLET PIPE
INV= -�
WSEL = 9.1 9.0 INV= 9.1 .
12
.12" BONC:..
12" (N2 GROUT :a: 4 FT x 4 FT PRECAST CONCRETE BOXES
6"BASE NC PRODUCTS 4848 OR EQUIVALENT
3
1�
SECTIONyIEW
ASBUIL T WET BASIN A
OUTLET STRUCTURE DETAILS
NOT TO SCALE
01 TOP OF EMBANKMENT
ELEVATION = 11.0
AS -BUILT WET DETENTION B�
EMERGENCY SPILL WA Y
FRONT VIEW
NOT TO SCALE
;i
I'
Outlet Structure
It
Top(High Side = 11.5'
Top(Low Side = 10.0'
Inv. 6" 9.0'
Inv. 18" = 9. 1 '
- - Bottom = 6.0'
i
Inv. Out 18" = 7.63'
`s Inv. In 24 4.84'
NOTES
1. AS -BUILT LOCATIONS PERFORMED AND PROVIDED BY BELL AND PHILUPS
SURVEYING, PLLC DRAWING LABELED 'STORMWATER INFILTRATION BASIN ASSUILT
SURVEY OF BACHELORS ENLISTED QUARTERS CAMP JOHNSON P-1319"
SIGNED AND SEALED BY CYRUS ALAN BELL L-2699
DATED 4-11-14
2. ELEVATIONS RELATIVE TO NAVD 1988
VLI�CENS6- C-2710
COASTAL
SITE
DESIGN, PC
ENGINEERING
LAND PLANNING
COMMERCIAL / RESIDEN77AL
P.O. Box 4041
Wilmington, NC 28406
(910� 791-4441
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DATE.' 4-14-14
HORZ SCALE.- I"=. 20'
VERT. SCALE.. N/A
DRAWN BY: RLW
CHECKED BY.- HSR
PROJECT N0: 09-0211_CJ
.)RAVING NO: 09-0211_CJ
20 10 0 20 40 60 -
SCALE IN FEET: 1 "= 20' Sheet No. Of
SEP 1 Bozo
AVrNOVED
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION

SYM
PROJECT AREA --
1 NCOEO COMMENTS
?I
CONSTRUCT UPO PEB, CAMP JOHNSON
,r9 ..... MARINE CORPS BASE CAMP LEJEUNE
'K6ism+u
_ ®�LANDA CONTRACT NO. N40085-19-B-0074
p REACH
REEK
< AREA
FA p ��
i
6000 0 6000 12000
SCALE OF FEET
LOCATION MAP - U. S. MARINE CORPS BASE
pP LEJEUNE �
W. �7' a
n� P
VICINITY MAP - CAMP LEJEUNE, N.C.
CAMP LEJEUNE, NC
EROSION CONTROL NOTES _..
SCHEDUIF OF EROSION AND SEDIMENTATION CONTROL ACTIVITIES
1. INSTALL GRAVEL CONTROL ENTRANCE AT DESIGNATED PROJECT ENTRANCE.
2. INSTALL SEDIMENT TRAPS, SILT FENCING AND CHECK DAMS AND
PERIMETER SWALES AS INDICATED.
3. CONSTRUCT SITE IMPROVEMENTS.
4. STABILIZE AND SEED ALL AREAS NOT TO BE FURTHER DISTURBED BY
CONSTRUCTION ACTIVITIES PER THE VEGETATION PLAN AND STATED TIME
CONSTRAINTS.
5. INSTALL SOD TO ESTABUSH FINAL VEGETATION.
6. ADDITIONAL MISCELLANEOUS EROSION CONTROL MEASURES MAY BE
REQUIRED WHEN DEEMED NECESSARY BY THE CONTRACTING OFFICER OR
CONTRACTOR.
7. REMOVE SILT FENCING, GRAVEL CONTROL ENTRANCE, SEDIMENT TRAPS AND
CHECK DAMS ONCE VEGETATION IS 95% ESTABLISHED.
I. ALL EROSION AND SEDIMENTATION CONTROL DEVICES WILL BE CHECKED FOR
STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL
EVENT BUT IN NO CASE LESS TRAM ONCE EVERY WEEK. ANY NEEDED
REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL DEVICES IN THE
OPERATIONAL CONDITIONS INTENDED.
2. ALL AREAS WILL BE STABILIZED IN ACCORDANCE TO THE PROJECT SPECIFICATIONS
AND THE VEGETATION PION IN ORDER TO ESTABLISH AND MAINTAIN
A STABLE GROUND COVER,
ANY SEDIMENT TRACKED ONTO THE ADJACENT ASPHALT ROAD SHALL BE
REMOVED ON A DAILY BASIS.
3. SEDIMENT SHALL BE REMOVED FROM BEHIND SILT FENCING AND CHECK DAMS
PRIOR TO THE SEDIMENT ACCUMULATING TO A MAXIMUM DEPTH OF SIX INCHES.
FALL IWL WHtIIAI NtWt7 A tXtI me M ler MUTT It OW Nw IILOM
A PROPERLY PERMITTED COMMERCIAL BORROW PR AT THE CONTRACTOR'S OWN
EXPENSE.
2. NO WETLAND AREAS ARE LOCATED WITHIN THE PROJECT LIMITS OF DISTURBANCE.
3. NO SURFACE WATER ARE LOCATED WITHIN THE PROJECT UNITS OF DISTURBANCE.
NDrE
PROJECT DRAINS TO: NORTHEAST CREEK
SURFACE WATER CLASSIFICATION: SC, NEW
STREAM INDEX: 19-16-(4.5)
51 I t MAF - NU I I U 5UALt
SPECIAL SEEDING NOTE:
CUT & FILL SLOPES 3:1 OR FLATTER WILL, WITHIN 7 CALENDAR DAYS OF
COMPLETION OF ANY PHASE OF GRADING, BE PLANTED AND PROVIDED WITH
TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES
SUFFICIENT TO RESTRAIN EROSION. ADDITIONALLY, WITHIN 7 DAYS, SLOPES
STEEPER THAN 3:1 MUST BE PROVIDED WITH TEMPORARY OR PERMANENT
GROUND COVER, AND MUST BE PLANTED.
APPROVED
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
K 4 I-(29I2o'w
DATE
SEP
18 2020
i {
.5. 54,1ao1ol..
JKA
DISCLOSURE OF INFORMATION
THE CONTRACTOR SHALL COMPLY AS FOODWS:
A THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION
ANY UNCLASSIFIED INFORMATION, REGARDLESS OF THE MEDIUM (E.G. FILM, TAPE, DOCUMENT)
PERTAINING TO ANY PART OF THIS CONTRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS
1. THE CONTRACTING OFFICER HAS GIVEN PRIOR WRITTEN APPROVAL: OR
2. THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE
B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE
MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE THE CONTACTOR SHALL SUBMIT ITS
REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE THE PROPOSED DATE OF
RELEASE.
C. THE CONTACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER
THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR NJFHORIZATION TO RELEASE
THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.
�FIFR YIiLFI
COVER SHEET 0-00 7
TAL,BY & 18 SH LBY.NO 281 1INC MARINE CORPS BASE
P.O. BOX S SHELR4, NO 28151—INC
409 FAST "IN ST. SHELITY. NO 281N yew, c,c„Xs Xrrsru r.un,us
w MSPIWFF CONSTRUCT UPO PEB,
OHK J.CAVCIIS.PE CAMP JOHNSON
sEernNrtBn Br.
DESIGN OAR. T. H BURTON P.E. CAMP LEJEUNE NORTH CAROLINA
APPROVED R,owocc DATE SVE COOEIDENT.NO NAVFSC DRANK NO
F 80091
SATISFACTORY Yo. DATE
wue NOTED BPEc. 0s1940ra SHEET 1 OF 38

REVISIONS
SYM
DATE
APPROVED
\ I 91
M287 vv AV A vV II I
1 NCDEO COMMENTS
JKA-� -
9/17/K
V A �� * 16b2 • I6]I t
E X. woopeD i
I
V � V A A 1 � I SI6A5 `t]Ol =1696
�A�I II �� ° Ib
CIVIL LEGEND
ABBREVIATIONS
Ea GRASS
EXISTING DESCRIPTION NEW
APPROX. APPROXIMATE/APPROXIMATELY
(6MM124
CJ CONTRACTION JOINT
RX,D4
WATER VALVE
CL, C/L CENTER LINE
I]0
oQ
PN POST INDIEI.TOR VALVE 14
OF CUBIC FEET
l l 11 I I
I IGNP
=1) I------------------� I
SANITARY SEWER MANNOL£
© COMMUNICATIONS MANHOLE
CONT. CONTINUOUS
CORRUGATED METAL PIPE
/ I
C0 SANHNZI SEWER
CONC. CONCRETE
EX. DITCH / IULATIVE
OP INLET
❑ STORM CRAW CROP INLET ® W
STORM DRAIN CLFPNOUTz=n33
CPP CORRUGATED PLASTIC PIPE
CUMETERpW
DIA, 0
DIA, m DIAMETER
=-- I I I
FIRE NYDRANf BOWRDS
DI (STORM DRAIN) INLET
1550 -� I =n.29
1
/ I b
LEDOBE COMMUNICATE% PEDESTAL
URDIY PG WITH LIGHT
OMH DRAINAGE MANHOLE
LE
_
�=15/t�50 V »��-- ¢Y
I I166 / I A"1611
I I I
G4JPOLE
E WIRE
E'. FASTING
399 ) lalq-_ w =t6.fit , 16.76
�\
�� I
OVERHEAD
-qIS--- OVERHEAD STEAM
SWAITASEWNITARY
EEC. ELECTRIC; ElEG1RICAL
ETC. ET CETERA
.I].'15-- I I j -ONE-
�_ II 1
-^1519
- -fM- - ORCE WIN fY
EX, EXIST, EX19ING
11 I I i`16Ct =I516 =1a2]
FFS FLAREDENDSECTION
�Y i I I 1
I lie
E18
--W-- DOMESTICOWER WATER -W-
FIRE WATER
NT
PH FIRE NG,
I
/ =(i 2TT / I I I I I =16.44
/ .)17 IBM \ 1 / I I I
---ONE--- OVERHEAD ELECTRICAL
HVAC HEATING, VENTILATION ANC AIR
VEAL
CONDITIONING (EQUIPMENT)
, 17,66
) II I 1 .16�{ =1689
---DOE--- UNDERGROUND ELECTRICAL
---UGC--- UNDERGROUND COMMUNICATIONS
INV INVERT
=I651 1 -1571 % I I I = n.,5
UNITS OF DISTURBANCE I
OF LINEAR FOOT /FEET
, / / I o /
•1832 SF (0.86 ACRES)z i '1-9 I /
O CONCRETE -0' `-
MASS MAG L (CONTROL)
�37,298 I I
J P' / =}Me I I I I IMM123
O ASPHALT ®
MAY MAXIMUM
MIN MINIMUM
/ 1934 A0' i- �6.04 I I
/ j =1 I I I e lC
6
- - GRAVEL
N: NORTHING
= Ie1 `"'� \ / / I / / e IA
q ���, / I r
=p]0 / / I I
SURVEY CONTROL POINT ®
><5W SPOT ELDbUION5 +XX.XX
NO./A NUMBER
RIM POST INDICATOR VALVE
�\
/ r /
CONTOUR LING -28
PVC POLYVINYL CHLORIDE (PIPE)
RCP REINFORCED CONCRETE PIPE
f • I6g0 / I I /
SMH SANITARY SEWER "HOLE
TREE LINE TI CLEARING -CLR- -
SF SQUARE FOOT/FEET
_
NOW
SOURCE/DESTINATION UNKNOWNSILT
SIC,
E%. WOODEQ � I I
v � SIGN
SD. SQUARE
//� / =ne3 a41.
�����
DEMOLITION HENS '�
THIN! TEMPORARY BENCHMARK
TYP.VOL TYPICAL
VOLUME
=14fi9
_ / i = n 5 / - qy� =,Td6 / i`=
WAIF WELDED WIRE FABRIC
AND
0
EX. GRASS
' �� I 1PLUS
AT
OR MINUS
IX. WOODED /, 0 / / 7 I
/ / ]01 / = 14/ / I I
% PERCENT
l /
•1644/ 6- T� / / P AA / / l I I
= EQUALS
TRAP # 8 OF NEW BUILDING FGc
Y/.�LIMLIS
-1527 5
/x1a00 i / A =018 -134
�/ I l
4 '/I % I� /� 'iS.E3t40� 9
�I754 / =1632
/• =1436/
/ ` / i/ �// � i
_ / �A/
=Ifl80 i / A /�
> I
.IS®_^-_p-_�.I6. ♦ / A� "l15 / A /�-� [/1
GENERAL CONSTRUCTION NOTES:
n93 \ 1 / / q / / , IA� \ " 1
°9� V"�� V / 1339 / i =Taw d3
116.15= 9 �' / v v
�`I
1. THE LOCATION AND DEPTHS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE THE CONTRACTOR
LULL BE RESPONSIBLE FOR SCANNING THE AREA OF WORK TO IDENTIFY TO HIS OWN
76 _It 1,5_ e! 2 =�O9 =I6'* A_124 EX. CONCRETE SIDEWALK
r -I6al AV A // -�
SATISFACTION THE EXTENT OF UTILITIES PRESENT INCLUDING THE UNLLNES INDICATED TO BE
{/1,)Y83
D1 A
11 p A sTa. \ =16.T4 \ ' /4 / /= I1A] \,
/ i -1 6.0] / A
PRESENT, THOSE NOT SHOWN, AND THOSE SHOWN TO BE IN A DIFFERENT LOCATION.
640^� r \,w 1 A
-
634 / ]}B , I]] C6
I1'6. •lall 12 ]4
2. PHYSICAL SITE FEATURES OUTSIDE THE AREA OF WORK OR THOSE FEATURES NOT RELEVANT TO
THE WORK BEING PERFORMED ARE NOT SHOWN FOR CLARITY. .
16.6]=16P 5B / / /
d A=15�N.
ie 93. 16. ,,,6e6 6Ee u \ --- _ I r ^\ \-0_ _ _ _ _ _
t74X 1 / \ \ =uo� ���� 1 > EX. WOODED I A / / �� \ ,5 RCP
4. COMPLETE P11 TRENCH SECTIONS IN ACCORDANCE WITH DETAIL E, SHEET C-B.
4. ALL EXISTING VEGETATED AREAS DISTURBED DURING CONSTRUCTION MUST BE REVEGETATED IN
7t3 17H �� `
6--_-_ /(;/ / �
-Id3j
_�'DWI,/p
=16.i /700 ��A5 1 / _ 14 I F396 )(/ �14M �J^ /
=QEl6 A A /110 / T 16.� =1IA
�10
ACCORDANCE WITH THE PROJECT VEGETATION PLAN. SEE DETAIL F, SHEET C-6.
SPECIFIC WORK ITEMS (THIS SHEEfI:
1726 I].I6 �� 1 1 /� 1524
�.I 04 " m1 5 �v �J I / 1 IX. DITCH // / =1652 IX. DR H ,+rr- �rc61
�� P
I19I 265-W+zaz E'VI61� I \ V A 13� V A , I]96 1 ,1590 '/I 1 / _ \ // c.�
�� J = /•2 A A x I6b6 I x 347
1966 I 74L V 7 / ' Il 7 \ � 143]
184'. \ 1. .p -lsdl >. 1 .>1y/6 /
WEI �-� I � �NL' /�\ 3 � A 4 IA / / 16,03 �=16.�.1642
1Q ASPHALT PAVEMENT CUT AND PATCH FOR UTILITY INSTALLATION. SEE DETAIL E, SHEET C-5.
V � //
=1P43 t-q181�° W9 2 � yy \ REjf-�q�'' _,q�y�jy ye6 V V 1 w n5s /I �S /x t436 / / A / I
O 1611 '' (I1143 / 1629
Q2 CONCRETE PAVEMENT CUT AND PATCH FOR UTILITY INSTALLATION. SEE DETAIL E, SHEET C-5.
9 Lt = 151
I6.16 Y., / / / �/ / I I /
// / I� S14b1 / t P /
/ / IX. GRAVEL
I99 I ,
3 REMOVE EXISTING TREE.
O
6/i .e1
l//A
: 6az� 1753 \ \ ��� ,: /7�5W21X9, �' =¢io / / /`
Q CLEW AND GRUB EXISTING WOODED AREA q
1�
V 1 9A AC / -
�M2 / 5 14
32T / l // / / l / _
v J l / ? I
0 SILT FENCE. SEE DETAIL B, SHEET C-6.
>
_
IX. ASPHALT PARKING % 03 tlzl I6As
/ -1551 I I
/
© CHECK DATA. SEE DETAIL C, SHEET C-6. 2�2
SEg 4
GRAVEL CONTROL ENTRANCE. SEE DETAIL A SHEET C-6.
-
¢o A ' 0 v v /l 'Y� / / = 16.� 1639
\V $IV 1726 3 V A A\i17d , w.65 /
vv vv �� oq 1�6 8 TRAP �/ 1V
SEDIMENT TRAP (TYPICAL OF 2). SEE DETAIL A, SHEET C-3. -
v v� / /2 , 1364 /
x\=169
LINED SCALE. SEE DETAIL D, SHEET C-6. CONSTRUCT TO DISCHARGE TO SEDIMENT TRAP.
6 A A/ V / -14,28
AAA,vvv ��
��`
v vA1616 6 1712 �/' v �v -13.2 16.50
DISCLOSURE OF INFORMATION
v � v / ' y191 I ' Ivz
IX. WOODED 9s� � x
16 vv vv // 95 --
i =1v0 //� Ieee
THE CONTRACTOR SHALL COMPLY AS FOLLOWS:
A THE CONTRACTOR SHALL. NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION
fI
\\\\ \ has \ \ xl \ _14,-_, I I ' )594
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
V v sa_ AA A I E%. GRASS
1. THE CONTRACTING OFFICER HAS GIVEN PRIOR WRITTEN APPROVAL; OR
2. THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE
O
\ \\ \E U61 /
B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMUIDN TO BE RELEASED, THE
1356
\ \ \ 1652 \ 1 \\` / I
MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE THE CONTACTOR SHALL SUBMIT ITS
`V I`9 P2 �11 A 14zr
�AARS
REQUEST TO THE CONTRACTING OFFICER AT LAST 45 DAYS BEFORE THE PROPOSED DATE OF
EX. WOODED /vim
k
\ 4y j =B62
RELEASE
C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER
41 19
THIS CONTACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE
V A1BE V V A -14.65
THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.
t6.33 `B] 14----_---
\
15
SHEET TILE:
EXISTING AND DEMOLITION PLAN
C-1
1a�9° 166�S2fi4 /
TALTBY 8 SYITM ARCBITECfUR6 INC.
P.O. BOX 518 SHEIBY. HE 26151-0518
_
"
MARINE CORPS BASE
1604 I I
rr --,6-� • 4 /�
-14,32
/
/
409 EAST MARION 7. SHELBY. NL 28150
CAMP LEJEUH[, NORTH CnnwNA
DES. J. K AVOLIS, RE.
qTY
= 14/0'
j \ PB I A 91
ore MSPIWFFI
i4N" Q 513 A it /b
CONSTRUCT UPO PEB,
D �N •. _
1H
.1556 M121 \
�1 r�i5 IS_vs. '/l1196 =Iss/�
„4
f11114
a
CHK J C. AVOLIS, RE
CAMP JOHNSON
SUwnmELTY
Deslcx mre. T. x. eureiarv, eE.
CAMP LEJEUNE, NORTH CAROLINA
TO
EXISTING AND DEMOLITION PLANFN SITE MAPPING AND SITE DESIGN BY:
/LF,'
20 0 10 20 40 AVOLIS ENGNEERING, PA AE PROJECT JH02
t , `_
•'.� »
••':9
APPROVED. PvrooROCC DATE
sa4CME
.
No 4.110ERAMINEND
6D025709
1• = 20' Po. eolsMa
NEW NE- Nc%51
H/4K A �
gimiln �
1SCALE
$AiISFAcigiv io'. DATEGRAPHIC
SSPEC.
Os194074 SHEET 3 OF 38
SGNE 1' = 20' pvl6va� L¢ExsE No. cO1m

IX. WOODED
R
EX. ASPHALT PARKING
EX. WOODED
TIN
SITE LAYOUT PLAN PIN
SCALE: I" = 20'
I `EX. ETCH
EX. GRASS
�MTIS OF DIST816 A E
1 x \ 3M S SF (0.86 AURBCRES)
J
R20
\l
E
IX. GRASS
' 4 803'0.C.\�
°
1131 '
IX. WOODED
IX. GRASS
EX. WOODED
EX. WOODED
—
W_ZM1
EX. GRASS
IS' RCP
EX. GRAVEL
�I
�I
�I
I II
II
II
eM11211X
SITE MAPPING AND SITE DESIGN BY:
PO o to po qp AVOUBENGNEEHINI u PBaEcI /Aso
Po. BoxJ_
NEW BEAN, NL]B`L1
CRMAIC SWE 1' = 30' (P5z166]d1'A ucervsE xo.cmw
GENERAL CONSTRUCTION NOTES:
1. THE LOCATION AND DEPTHS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. THE CONTRACTOR
WILL 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. COMPLETE All TRENCH SECTIONS IN ACCORDANCE WITH DETAIL E, SHEET C-8.
4. All EXISTING VEGETATED AREAS DISTURBED DURING CONSTRUCTION MUST BE REVEGETATED IN
ACCORDANCE WTH THE PROJECT VEGETATION PLAN. SEE DETAIL F, SHEET C-6.
SPECIFIC WORK ITEMS (THIS SHEET):
�1 HEAVY DUTY ASPHALT PAVEMENT. SEE DETAIL A. SHEET C-5.
❑2 CONCRETE SIDEWALK. SEE DETAIL B, SHEET C-5.
�3 CONCRETE APRON. SEE DETAIL C, SHEET C-5.
® STEEL BOLLARD, NUMBER AS SHOWN. SEE DETAIL H, SHEET C-5.
❑5 ACCESSIBLE SIGN, TYPE AS INDICATED. SEE DETAIL J, SHEET C-5.
© ACCESSIBLE PAVEMENT MARKINGS. SEE DETAIL J, SHEET C-5.
07 PAVEMENT MARKINGS. SEE DETAIL K, SHEET C-5.
�8 CONCRETE WHEEL STOP. SEE DETAIL G, SHEET C-5.
SEP 18 2UZU

6.66
pA5
¢26 iil8
ti6
y9
GE,_ ---I
IP .IP 19 8,22. �
�W
I1B16
Q;
I �
EX. ASPHALT PARKING
TN
PN
SITE GRADING PLAN
SCALE: 1" = 20'
/M287
82
x1671
E%. WOODED
1645
""'
• 1696
EX. GRASS
I
1
o II
.n7-------
__ ------------�/
i iii
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M124
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O - ---
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I
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.190
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1627
1/
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1e1P7
��
T
1 1
I/,
I
'16.44
/ "I I7'7 68
I
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.1766
`16]4
/�
1689
UMDS OF DISTURBANCE
VA i .
r =1es 37,298 SF (0.86 ACNES)2
//
/ I I I
I /
"17.15
1e34 .9e
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n
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q/ �tzt1IL2 // =14/1 l I I I
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EX. DITCH I /
4
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Bo '// I , / / A // i I
1367 I � 3.47 .143] is
/EX. WOOUEO / �I �4Ae f1603 ��16AL166z
14.36 / .17441 / A/ % .11 / � � 162
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/ K1153 r 2 .m6
7 / / / I i1635
I4
/ 5.1295 r 11�6 / /
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15 I h6d9
/ 14,28
95 �5 . i1/91 �". 1512 /
95
V � � I 190
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I
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O6
15 AA �
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=1462 /
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0 0 10 20 10
GBWNC 9xE, I' . Z'
SITE MAPPING AND SITE DESIGN BY:
GENERAL CONSTRUCTION NOTES:
1. THE LOCATION AND DEPTHS OF EXISRNG UTILITIES SHOWN ARE APPROXIMATE. THE CONTRACTOR
WILL BE RESPONSIBLE FOR SCANNING THE AREA OF WORK TO IDENTIFY TO HIS OWN
SATISFACTION THE EXTENT OF UTILITIES PRESENT INCLUDING THE UB07ES INDICATED TO BE
PRESENT, THOSE NOT SHOWN, AND THOSE SHOWN TO BE IN A DIFFERENT LOCATION.
2. PH61CAL SITE FEATURES OUTSIDE THE AREA OF WORK OR THOSE FEATURES NOT RELEVANT TO
THE WORK BEING PERFORMED ARE NOT SHOWN FOR CLARITY.
3. COMPLETE ALL TRENCH SECTIONS IN ACCORDANCE WITH DETAIL E, SHEET C-8.
4. ALL EXISRNG VEGETATED AREAS DISTURBED DURING CONSTRUCTION MUST BE REVEGETATED IN
ACCORDANCE WITH THE PROJECT VEGETATION PLAN. SEE DETAIL F, SHEET C-6.
SPECIFIC WORK ITEMS (THIS SHEE71:
11 GRAVEL CONTROL ENTRANCE. SEE DETAIL A SHEET C-6.
❑2 SILT FENCE SEE DETAIL B, SHEET C-6.
�3 CHECK DAM. SEE DETAIL C, SHEET C-6.
® UNED SWALE. SEE DETAIL D, SHEET C-6. CONSTRUCT TO DISCHARGE TO TRAP.
❑5 40LF 24' RCP k (2) FES,
© INLET/OUTLET PROTECTION. SEE DETAIL C, SHEET C-6.
❑7 SEDIMENT TRAP (TYPICAL OF 2). SEE DETAIL A, THIS SHEET.
Crou-section 12"�SBf of MOT 05
of wshW xw.
2•X46' AT BOTTOM
�-(3) ROWS OF SILT FENCE BAFFLE AT 5' O.C.
ALTERNATE OPEN ENDS 4' IN MOTH FOR
CONITNUOUS FLOW.
niNsd ql'
DOUBLE STAKE SILT FENCING.
O er
T6.2L
PINT View
"c'.
MAINTENANCE.
I. INSPECT STRUCTURES WEEKLY AND AFTER AT LEAST A 172' OR GREATER RANFAIL EVENT.
2. CLEAR DEBRIS AND REPLACE STONE AS NEEDED
3. REMOVED ACCUMULATED SEDIMENT WHEN IT REACHES A MAXIMUM DEPTH OF 1.5 FEFT.
4. AFTER PERMANENT STABILIZATION HAS OCCURRED, REMOVE THE STRUCTURE AND UNSTABLE
SEDIMENT, GRADE AREA SMOOTH WITH FINISH GRADES AND STABILIZE IN ACCORDANCE WIN
THE PROJECT VEGETATION PLAN.
TEMPORARY SEDIMENT TRAP
A NOT TO SCA E SEP 2020

IX. GRASS
/ � l
7 /
/
/
/
/
SEE
� o \
_.
100fLF 2* PVC
\ WA SERW�E' ; 2 \
\ ♦ 6
T \
(1) 8'x2' SERVICE SADDLE
IX. ASPHALT PARKING 1❑(1) 2' VALVE
�2 (1) THRUST BLOCK - 2' PVC FORCE MAN
\ \ 36' MINIMUM BURY
EXISTING 8' WATER MAN \ \
awn90d
SITE UTILITY PLAN
SCALE: I' = 20'
EX. WOODED
T
L
SPECIAL NOTE
1. THE CONTRACTOR SHALL PROVIDE A REDUCED PRESSURE DOUBLE CHECK
B4CKFLOW ASSEMBLY (RPZ) ON THE FIRE MAIN RISER IN THE MECHANICAL
ROOM THE RPZ SHALL MEET AMERICAN SOCIETY OF SANITARY ENGINEERING
(ASSE) STANDARD AND CARRY THE ABBE SEAL OR APPEAR ON THE
UNIVERSITY OF CWFDRNIA APPROVED UST.
/
�7\�MIIS OF DISTURBANCE IX. WOODED �37.298 SF (0.86 ACRES)
iA
/ IX. DITCH
IX. WOODED
/ / I
IX. GRAVEL
/ I
I
111
I
/ IX. GRASS
EX. WOODED/
45' ELB
THRUST
PVC FORCE Erf
MINIMUM BURY \
\ % \.\ Salt
IF1� .y6p0�
BENCH.1 .70 \
\INV=15.60 \e,
IH\NEW 27 N==\ 6.10 \
w
/ Z /
\
a/
\ 1002LF 2• PVC
\ WATER SERVICE
m
D/ IX. DITCH J \
\ E=19.50\ \
UER SERVICE TO WITHIN 5' OF
PROVIDE 2'xI d' REDUCER -SEE
� corrma "aiwa
EXTEND SEWER SERVICE TO WITHIN 5' OF
CO BUILDING —SEE PLUMBING PLANS FOR CONTINUATION
• �. 3
5
\
`2' PVC FORCE MAIN\ \
36' MINIMUM BURY \
\
\
2 712
TN
PH
ENLARGED SITE UTILITY PLAN
SCALE: 1' - 5'
GENERAL
1.
CONSTRUCTION NOTES:
THE LOCATION AND DEPTHS OF EXISTING UTUTES SHOWN ARE APPROXIMATE, THE CONTRACTOR
WILL 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.
COMPLETE ALL TRENCH SECTIONS IN ACCORDANCE WITH DETAIL E, SHEET C-8.
4.
ALL EXISTING VEGETATED AREAS DISTURBED DURING CONSTRUCTION MUST BE REVEGETAIED IN
ACCORDANCE WITH THE PROJECT VEGEFATION PLAN. SEE DETAL F, SHEET C-6.
SPECIFIC
WORK ITEMS IS SHEET):
[D
VALVE - SIZE AS INDICATED. SEE DETAIL A SHEET C-8.
❑2
THRUST BLOCK. SEE DETNL B, SHEET C-8.
�3
CLEANOUT. SEE DETAIL C, SHEET C-8.
�4
ROUTE FORCE MAIN BELOW LTILry. SEE DETAIL 0, SHEET C-8.
SEP
❑5
SEWER PUMP STATION. SEE DETAIL F, SHEET C-8.
©
PROVIDE 24' MINIMUM COVER OVER UTILITY MAN AT DITCH CROSSING.
❑7
CORE EXISTING MANHOLE TO MAKE NEW SEWER CONNECTION. GROUT ANNULAR SPACE. --- -
REMOVE ACCUMULATED DEBRIS TO EXISTING MANHOLE INVERT TO RESTORE FLOW.
®
NEW GAS SERVICE BY UTILITY PURVEYOR. PIPE ROUTING BY UTILITY PURVEYOR.
DISCLOSURE OF INFORMATION
THE CONTRACTOR SH41L COMPLY AS FOUDWS:
A THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION
ANY UNCLASSIFIED INFORMATION, REGARDLESS OF THE MEDIUM (E.G. FILM, TAPE, DOCUMENT),
PERTAINING TO ANY PART OF THIS CONTRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS
1. THE CONTRACTING OFFICER HAS GIVEN PRIOR WRITTEN APPROVAL; OR
2. THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMNN BEFORE THE DATE OF RELEASE
B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE
MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE THE CONTACTOR SHALL SUBMIT ITS
REQUEST TO THE CONTRACTING OFFICER AT UEkST 45 DAYS BEFORE THE PROPOSED DATE OF
RETFASE.
C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER
THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE
THROUGH THE PRIME CONTRCTOR TO THE CONTRACTING OFFICER.
SHEET TITLE
SITE UTILITY PLAN
0m4
TAM a 16 SH AY. NC 2 151 INC
BO%SIB SHEIBY, NC 28151—INC
MARINE CORPSBASEP.O.
409 EAST NARION 57. SHE1 Y. NC 28150
CAMP LUEUNE NORTH CAROLINA
DES. J. KAVOLIS, P.E.
CONSTRUCT UPO PEB,
DR. MSPIWFFI
imly ap,PogJMn us
CHI J. C. AVIUS, P.E.
WIN
CAMPJOHNSON
suaHlnEDer:
2
CAMP LEJEUNE, NORTH CAROLINA
DESIGN DIR. TH BURTON PE
D SITE DESIGN BY:
m mxPEcl Jim,
k /
L'
�B _�
/-/
APPROVED. PWOCAOICC DATE
512E
CODE DENT. NO
NAVFAC DRAWING NO.
5 a 25 5 10 20 0 10 20 a ^rwarm�nE.Hx PA ;•� 600 5
�F���,11 F Boos)
New a 1laal WY/ iiirPV A`�� SATISFACTCAYTO. DATE CONSTR CONIR. NO. NIOaBS196G0x4
GR/PHC SCN 1' = 5' G&PHIG SG - 1' - 20' Izszl sasam LlcervsE xO.cmm SLUE NOTED SPEC. DS1-11 SHEET 6 OF 38

TACK COAT 3' THICK ASPHALTIC CONCRETE INNIAL SAW CUT r
2" THICK ASPHALTIC INTERMEDIATE COURSE FINAL SAW CUT 2" ASPHALTIC CONCRETE ALL SIGNAGE TO CONFORM TO US DEPARTMENT OF
CONCRETE SURFACE COURSE EXISTING GRADE PRIOR ro PAVEMENT SURFACE COURSE E..1 AN° N. H°`.. TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION
PUCEMENT 2" ASPHALTIC CONCRETE
\�����/ �j/T//A ' INTERMEDIATE COURSE �� EXISTING ASPHALT
O%: UNIFORM Ri/1fFIC CONTRA DEES
�� IXIsrINc ASPHALr L J (MUTCD), 2009 EDITION (OR CURRENT IF NEWER).
8' AB STONE BASE COURSE - u a az raLv mR 2' Wm
I[T— 1 } PEFYlM vunarelmoF c wRu. re�
—111-24' SELECT ALL_ —1 Pu. P-5 O.M.
EXISTING STONE BASE ��' EXISTING STONE BASE s1Ee1 moweE Fluax
FlNEx OWE OR PAY£METT
�������i����cOMRAc1m suficwmE " -
NEW 10' AGGREGATE CUT WIDTH COMPACTED SUBGRADE
ASPHALT PAVEMENT- HEAVY DUTY BASE COURSE OR, LAIN. FW NG
A NOT ro scA SEALE
rl �o
t-i T•I 9 w
E ASPHALT CUT AND PATCH
�wmE As INDICATED ON PUNS—{ NOT TO SCALE E
1/4:1 11 FINISH GRADE SIGN MOUNTING PAVEMENT MARKING
tI�
I -
II II 2' L 4' L 6x6 WWF10/10 SGNAGE, AS REG'D RESERVED
CUT WIDTH LOCATE SIGN AWAY FROM PARKING
SECTION CURBTNEACCESI ROOM
DSTRUCTING
TE
NEW CONCRETE -MATCH EXISTING THICKNESS, 4" MIN
EXISTING CONCRETE SAWCUT EXISTING CONCRETE cuae RAMP
1/e x3/a" TOOLED JOINT
. �,,; .� '. t SYMBOATKINAL
s .. .. °. . ..' '� SYMBOLOF F.-
coMPAcrco suecRADE T'D14L7Y accEssTeLE
66 WWF 10/10 `I J. _ 1250 D
III NOTE: REMOVE CONCRETE AT JOINTS WHEN JOINTS T�
ARE LOCATED WITHIN 5 FEET OF AREA OF WORK. NOT 5:
CONCRETE FINISH & JOINT PATTERN SHALL MATCH EXISTING. MCENTER AISLE 1. COLORS
oN CURB BACKGROUND: WHITE
CONTRACTION JOINT (CJ) 2' 0' MIN - RAMP WHITE LEGEND AND BORDER: GREEN
SEE PLWS Ay RIES SEI WHITE SYMBOL ON BLUE BACKGROUND
NOTES: CONCRETE SLAB CUT AND PATCH PLANS 2. MOUNT THE SIGN 60" ABOVE GRADE.
1. PROVIDE EXPANSION JOINTS ALONG ALL EXISTING STRUCTURES AND WALKS AND F NOT TO SCALE HANDICAP SPACE DESIGNATION TYPE A - HANDICAP PARKING SIGNAGE
AT 20' INTERVALS ALONG STRAIGHT SECTIONS OF WALK.
2. PROVIDE TOOLED CONTRACTION JOINTS AT 5'-0" INTERVALS AND AT ALL
CHANGES IN DIRECTION OF WALK. TOOLED CONTRACTION JOINTS SHALL BE 1/8" 24
WIDE X 3/4" DEEP. A� C�MARKINGS & SIGNAGE
3. WIDE X DE SHALL BE WETTED IMMEDIATELY PRIOR TO PLACING CONCRETE, OR RE&u4 ANCHOR W
PROVIDE POLYETHYLENE SHEETING ON GROUND SURFACE BELOW CONCRETE. 3,000 PSI CONCRETE �' OF 2) M NOT TO SCALE
4. PROVIDE FLOATED SURFACE WITH LIGHT BROOM FINISH. SMOOTH FINISH B
5, PROTECT WORK IN PUCE FROM VANDALISM, GRAFFITI, ETC. UNTIL CONCRETE IS
SUFFICIENTLY DRY.
CONCRETE SIDEWALK i ...
B NOT TO SCALE
EX. GRADE
F�
a' M4 0 12' D.C.
EACH WAY
6" ABC STONE BASE
CJ = CONTRACTION JOINT, SEE DETAIL D, THIS SHEET.
EJ = EXPANSION JOINT, SEE DETAIL D, THIS SHEET.
CONCRETE APRON
C NOT TO SCALE
xcmB-e=e
3,000 PSI CONCRETE REBAR ANCHOR
SMOOTH FINISH A ORP. OF 2)
6
WHEEL STOP
G NOT TO SCALE
0' 1/4'
SAW CUT TOP OF SUB 3/g"�I I� TOP of SUB
1
H SUIa4n /4"
,
3/0 �• 4'
-� PREFORMED JOINT FILLER
1/2' DIAMETER
BACKER ROD 1/2" SMOOTH DOWEL x 2'-6" LONG 0 2' O.C.
SAW CUT WRAP OR GREASE ONE END m
TYPICALCONTRACTIONCONTRACTION JOINT (CJ) IXPANSION JOINT (EJ)
n SLAB -ON GRADE JOINTS
NOT TO SCALE
H BOLLARD
NOT TO SCALE
Bm
BETE CAP
RADIUS)
4" DIA. SCHEDULE 40
STEEL PIPE FILLED WITH
CONCRETE. PAINT SAFELY
YELLOW
16" CONCRETE BASE
�p
SPACEDESIGNATION GNATIONLINE-141
(-v­� PAVEMENT MARKINGS
n
SITE MAPPING AND SITE DESIGN BY:

20'
0°0 0
00° 6" LAYER OF COARSE AGGREGATE (2"-3")
0°0°0 OVER 12" LAYER OF STONE BASE COURSE
00000
00000
MAINTENANCE:
o O D O D 10 1. MAINTAIN ENTRANCE CONDITION.
THIS MAY REWIRE REPLACEMENT
IODODo OF STONE.
�O_Oo
­ EDGE OF EXISTING
ROADWAY PAVEMENT
GRAVELCONTROLENTRANCE
A NOT TO SCALE
V PLACE SILT FENCE AT LIMITS OF CONSTRUCTION
SELF -ANCHORING
METAL POST ILA 8' O.C. MAX
12 GAUGE 6D6" WIRE MESH
FILTER FABRIC
r8" BURY 0' = FLOW
MAINTENANCE:
1. INSPECT STRUCTURES WEEKLY AND
AFTER AT LEAST A 1/2e ON GREATER
RAINFALL EVENT,
2. REMOVE SEDIMENT FROM BEHIND SET
FENCE PRIOR TO IT REACHING A
MAXIMUM DEPTH OF 6 INCHES.
SILT FENCE
B NOT TO SCALE
"THICK NCUOT I57
E ON UPSTREAM SIDE
""**nLTSE'R)
°oo1CLOTH
12" THICK NCUOT #57 WAS
STONE ON UPSTREAM SIDE
C
CNOTK To SCALE
DAM
SCALE
CLASS B
HERAP
MAINTENANCE
L CONSTRUCT CHECK DAM OF RIP RAP
STONE PLACED IN ACCORDANCE WITH
DETAIL
2. SEDIMENT BEHIND THE CHECK DMA
SHALL BE REMOVED PRIOR TO THE
LEVEL REACHING WITHIN 6" OF THE
CENTERLINE CREST OF THE DAM.
3. SHOULD SCOUR DEVELOP AT THE
DOWNSTREAM END, IT SHALL BE
REPAIRED IMMEDIATELY.
PROVIDE CHANNEL LINING MATERIAL
FROM TOP OF SLOPE TO TOP OF SLOPE
CHANNEL LINING
5 5
CENTERLINE ELEVATION AS INDICATED
TOP OF BANK/EDGE OF FABRIC
¢ SWALE TRIED WOOD MATTING -
MINIMUM 1.6 POUNDS PER SQUARE YARD
3
PLAN VIEW
NOTES.
1.INSTAdL MATTING IN ACCORDANCE NTH MANUFACTURER'S RECOMMENDATGNS
2.PREPARE, SEED, AND FER➢LIZE SWALE PRIOR TO MATTING INSTALLATION.
3. APPLY MATTING IN 01RECTIOR OF WATER FLOW.
4. PLACE MATDNG IN CONTACT WITH SOIL.
DOUR ROM OF 07NG WITH 6' OVERLAP.
6.U-STAPLR SEEM HAW 6r MIN. LENGTH AND Y' MIN. CROWN.
LINED SWALE
D NOT TO SCALE
6 MAX.
M
_
FABRIC
A 8 MAX
STAPLE
GROUND SPINU MOON AND nNhill IWNWING PRACTICES Peal COMRIONCE Wal
MENC�U ONAEHERAI SAMIT
"Threana T r A I.
wry bafth a a pl -h 1 G a. 6T aW k T
f h Ncml c me PermitIse E e F re N] The
pmmmwy,urn cmmpIN with the Eromen hod5d- c p b
e trg a odio or n
urn gI a .Ana a Ce dim n
may net defendingapPNon me raahmns and me dekeabd antimony m. nginr d'mirn.
apply pu
sEcswu eramwrao sramuMnlw
Ind Gredg d %Nliatlm
Mdrmrra
SYMIn within bid
LleAraa Ouolpam
^meY mladw
eya als..
lkmMm nekeeaatla
Yea&.ochry.
of Pt.ireter dues,
o,ra
7
no
peria,
rem, r,arm
N) HIgn O¢dkv Wale,
g
no
Ixgwizonm
c) $bee,"ey rtban
1goPee�yrN.rk1y.In,1hmdare
l
tomlow xi, tat
a hear
-11't or,ape,gma.... r. m
Ien,thamwnnsk,.maammr.,
- dry,forper,.. edike, ,wake,
(6) She BltoAl
la
aham;R'me2nbpsmd HQW
yore
. Namfm.ln mkewnnmhd
-].aye for mow a@r dike., swabs,
le) Areas wnM1 doges
URches, Arealsbyes and HQW IDna
fhverthana'.1
10
To dap far Falk lake Wate„bd o, kn
tMm an*mP
Neste Afienne Pemmare m rezrelion d ao,mncms
awnlanary h Iam
amend sbb9'¢a h or catered l¢perag nl bcuoamaNag
or anbe we on no m ye o,pmM1an de- ode the, ahe, nd d'm hL.a
pnluiry.Teaenry
gwwdstablli,a o hall be malat red in re Me, lM
suaawsbnka hmauekm[d yoreang until pormanent gmand obbilhermon -is achrown.
GRouxhsrABluunQJ nADWdUnox
st,mo, thegrwM o,ft,ieramyoi n no will r,t chars rs mt Ilmonndme
ewmetues otM othdoof-
¢dw a»rnsNa.m
tl M1ers
• mdmee e•ekhnmmmor 5a nermareinsntl
•.,ey1dP"mynmmrgame, ulPw marearea•i'da-mammaMrS
er,glredoo-1.mmomuah
.ryq. pe. toy e ,onmew, ol, ormm
aYaN mng wnl rargen
2rrWorn-1 w.
11 uml crod; It. a, Ann th
PQYACRYUNMES Agel l AND HIXNIANiS
1 selartlx In "on- to for the Hab berg.rood donna
rektl ng lore the NC P. Lin 4 A rryoneyed PAJORAN oabma.
]. AgpN(IosuD nu al or lefom The In,, to Ermlon a ad Whareal too.. Me-..,
3. App IN nmv6 me at or. mnrtho erne ryer red in to a NC N. on, ajTepymad
Pe./{b¢ubnn ahem our who the marmfae
4 Purse pmdme.... far mntalnrant of treated Sbamwne16Aam dertthato,
S orcmf oAm, in kak-wwfm nthat dnekepa undargotertfoagmetyceer
,orterommel by ee ar lmrmma naem graIrral
EDMPMENIANO VE .MAMIENANQ
E. Mmornin ani ad y'pthenit. Roargaing dischunt. dflutls.
z Image egpaa, enteran, a yquiparmad,
1. Ne dal . d ry fignala, or to- leaking egnF^em fmmane
win
a. Colketall good fkim ror path. mnbnes and pmP¢m.epos a,
a... mig ,wane Ireryrl+Wme pca, ble)
z R•mnw lw Y'gvan[le: aMongt anew® mrn aenirennr mep¢blem
hom lessen mere ted.d.
grmgyed"Nob, lubrimngmohnµ mcm.mfiral ne aber Cevokum Roul s
oat mydi,y Ce db,gredcenewmag b Mkssnne maevials
UEDFR U1EgNGihALAND LANDOFARNGWANTE
L Meer MOIE
Wry o: bum wmlehazelm-naleois inaSpraredwayhoomminers
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NOT TO SCALE
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TEMPORARY VEGETATIVE SING
(PRIOR TO ESTABLISHING PERMANENT VEGETATION)
AFTER COMPLETION OF GRADING ACTVTIES AND THE
CONSTRUCTION OF SWALES, ALL EXPOSED AREAS SHALL
BE SEEDED TO THE FOLLDWNG SPECIFICATIONS:
SEED BED
LIME 1-1/2 TON PER ACRE
FERTWZER 1/2-TON PER ACRE
SEED
RYE GRAIN 50 LDS PER ACRE
TALL FESCUE 100 LBS PER ACRE
SUPPLEMENTAL SEED
MAY THROUGH AUGUST:
CENTIPEDE 5 LBS 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 ENTRE
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 CRASS.
ALL DISTURBED AREAS NOT COVERED NTH BUILDINGS, PAVEMENTS, OR OTHER
IMPERMEABLE SURFACES SHALL BE SODDED WITH CENTIPEDE SOLID SOD AS THE
FINAL/PERMANENT VEGETATION.
REFERENCE SPECIFICATON BECTON 02 82 30 RE-ESTABUSHING VEGETATION' FOR
SPECIFIC SOD INSTALLATION AND SOD BED PREPARATION REQUIREMENTS.
ALL DENUDED AREAS WILL, WITHIN 7 CALENDAR DAYS OF COMPLETION OF
ANY PHASE OF GRADING OR CEASING OF GRADING ACTIVITIES, BE PLANTED
AND PROVDED 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.
VEGETATION PLAN
F NOT TO SCALE
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1. INSPECT STRUCTURES AT LEAST
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ONE-HALF INCH.
2. IMMEDIATELY MAKE ALL NEEDED
REPAIRS.
SECTION A -A
A
B
C
D
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MIN. RIP RAP SIZE
MAX. RIP RAP
24"
6'
10'
12'
18"
6'
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INLETIOUTLET PROTECTION 5EP j 8 `ozu
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A NOT TO SCALE
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BOX. PLATE UP SIDES OF GRATE TO TOP OF
PRO PROVIDE - E BED NC SWOON SEALANT,
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NOT TO SCALE
Parking Area
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31441
CH I,?,
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JUN 1 Q 2015
BY:
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CLARK• NEXSEN
333 FAYETTEVILLE STREET
SUITE 1000
RALEIGH, NC 27601
919-828-1676 FAX[phone]
WWW.CLARKNEXSEN.COM
CLARK NEXSEN LICENSE S C-1028
M INFO
FOR COIA1WW MVFAC
ACfM1Y
SATUACTORYM
DATE 12 AUGUST 201
DES WL
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12675133
SHEET 24
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DRAINAGE NOTES
a
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TOP 18.07-
ELEC __------ --- 'DROP INLET INV. 14.77
BOX ) TOP 16.95 -
-- - \ \ INV.14.28 Box
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- --
AREA L I GHCp
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AREA' LIGHT ,I BASKETBALL
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19.15t
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C5 A3 -
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CG503 CC504
6.25 16.65 16.27 ---
17.39 17.27 1 16.62 16.34
18.85t 62
15.78 166.16•i6.65
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------------- --- -
r 16.64 16.30 16.64
8.68t
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18.15 - s -- ---
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19.0 19.0 ' 19.0
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C5 A3 _-.,1 ' - 19.50 19.50 19.50 18.5 16.32
CG503 CG504 9 18.5 19.0 19.50 19.32 1 30 19.32 19.50 19.5 19.3 18.5 16.26
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NCO ACADEMIC
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CIVIL GENERAL NOTES
1.
REFER TO ARCHITECTURAL PLANS FOR DETAILS OF BUILDINGS AND BUILDING
DIMENSIONS.
2.
FIELD VERIFY DIMENSIONS INDICATED AND NOTIFY DOR OF DISCREPANCIES.
3.
DIMENSIONS ARE IN FEET, TO OUTSIDE FACE OF BUILDING, TO CENTERLINE,
CENTER TO CENTER ON STRIPES, AND TO BACK OF CURB, UNLESS OTHERWISE
NOTED. CURB AND GUTTER RADII ARE 3' UNLESS OTHERWISE NOTED.
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COORDINATES PROVIDED TO LOCATED BUILDING CORNERS ARE TAKEN FROM FACE
OF BUILDING.
4.
ROADWAYS, EMERGENCY VEHICLE CORRIDORS, AND PARKING LOT DRIVE AISLES
MUST BE CAPABLE OF ACCOMMODATING FIRE APPARATUS DURING CONSTRUCTION.
5.
EXCAVATIONS MUST BE BACKFILLED AND COMPACTED AT THE CONCLUSION OF
EACH WORK PERIOD, AND EQUIPMENT AND SUPPLIES RETURNED TO THE
CONSTRUCTION STAGING AREA.
6.
RESTORE LAY DOWN AND STAGING AREAS TO ORIGINAL CONDITIONS AND TO THE
SATISFACTION OF THE CONTRACTING OFFICER, PRIOR TO DEMOBILIZATION AT THE
CONCLUSION OF THE PROJECT.
7.
NORTHING AND EASTING COORDINATES FOR UTILITY AND DRAINAGE STRUCTURES
INDICATE CENTER OF STRUCTURE SYMBOL ON THE SITE PLAN (CIRCLES FOR
MANHOLES, SQUARES FOR ALL OTHER INLETS). FIELD ADJUST STRUCTURE
LOCATIONS BASED ON THE ACTUAL DIMENSIONS OF THE STRUCTURE. NORTHING
AND EASTING COORDINATES FOR FLARED END SECTION INDICATE END OF PIPE
CENTERLINE.
8.
PAVEMENT MARKINGS AND SIGNAGE SHALL BE INSTALLED IN ACCORDANCE WITH
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9.
COMPLY WITH STATE AND LOCAL CODES IN OBSERVING EROSION CONTROL
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MEASURES BOTH ON AND OFF SITE.
10.
UTILITIES AND STRUCTURES NOT INDICATED FOR REMOVAL OR MODIFICATION ARE
TO REMAIN AND BE PROTECTED FROM DAMAGE.
11.
WASTE MATERIAL GENERATED FROM DEMOLITION OF STRUCTURES/UTILITIES SHALL
BE DISPOSED OF OFF -SITE IN ACCORDANCE WITH APPLICABLE RULES AND
REGULATIONS.
12.
VERIFY ILLUSTRATED KNOWN UNDERGROUND ELEMENTS. EXERCISE REASONABLE
EFFORTS TO PROTECT UNKNOWN UNDERGROUND ELEMENTS. NOTIFY THE
CONTRACTING OFFICER AND DOR IMMEDIATELY IF UNKNOWN ELEMENTS ARE
DISCOVERED THAT WOULD NECESSITATE MODIFICATION TO THE PROPOSED DESIGN.
13.
PROTECT ADJACENT PROPERTIES, THE GENERAL PUBLIC AND THE OWNER'S
FACILITIES FROM CONSTRUCTION DAMAGE. SHOULD DAMAGES OCCUR, REPAIR
IMMEDIATELY AS DIRECTED BY THE CONTRACTING OFFICER.
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14.
WORK SHALL BE IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL
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15.
THERE ARE NO WETLANDS IDENTIFIED WITHIN THE LIMITS OF DISTURBANCE. THIS
PROJECT SHALL NOT DISTURB WETLAND AREAS.
!
p
16.
NOT ALL UTILITY STRUCTURES ARE SHOWN (SUCH AS CATCH BASINS, VALVE
v
BOXES, LIGHT POLE BASES, ETC.) FOR CLARITY.
SURVEYOR'S
NOTES
0
1. GOVERNMENT PROVIDED SITE AND TOPOGRAPHICAL SURVEY COMPLETED ON 08-30-12
s BY:
C. ALLAN BAMFORTH, JR
2207 HAMPTON BOULEVARD
NORFOLK, VA 23517
757-627-7079 (OFFICE)
s 919-625-7434 (FAX)
2. SUPPLEMENTAL SURVEY PROVIDED ON 02-07-14 BY:
G ANDERSON GREEN, PLS
STROUD ENGINEERING, PA
102-D CINEMA DRIVE
g WILMINGTON, NC 28403
910-815-0775 EXT 222 (OFFICE)
910-815-0593 (FAX)
3. SURVEY SHOWN IN THE DRAWINGS IS A COMBINATION OF THE GOVERNMENT
PROVIDED AND SUPPLEMENTAL SURVEY. THE ACCURACY AND COMPLETENESS OF THE
A
SURVEY IS NOT GUARANTEED BY CLARK NEXSEN.
DEMOLITION NOTES
1. PRIOR TO DEMOLISHING EXISTING STRUCTURES, INSPECT FOR HAZARDOUS
MATERIALS. CONTACT CONTRACTING OFFICER AND DOR IMMEDIATELY IF ANY
HAZARDOUS MATERIALS ARE DISCOVERED.
2. RELOCATION OF EXISTING UTILITIES SHALL BE COORDINATED WITH THE MCB CAMP
LEJEUNE PUBLIC WORKS DEPARTMENT AND/OR THE UTILITY PROVIDER(S).
1
2
DEMOLITION NOTES (CONTINUED
4. UTILITIES LOCATED IN AREAS OF DEMOLITION OR SUBSEQUENT CONSTRUCTION SHALL
BE PROTECTED FROM DAMAGE AND ACCESS CASTING SHALL BE ADJUSTED TO FLUSH
WITH NEW GRADE.
5. 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.
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
DRAINAGE DURING CONSTRUCTION.
6. WHERE ASPHALT/CONCRETE SECTION IS TO BE REMOVED, PROVIDE A SAW CUT AT
THE LIMITS OF DEMOLITION OR NEAREST JOINT TO OBTAIN A CLEAN VERTICAL EDGE.
EROSION CONTROL NOTES
1. A COPY OF THE APPROVED EROSION CONTROL PLAN MUST BE ON FILE AT THE JOB
SITE.
2. DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED PRIOR
TO CONSTRUCTION. NOTIFY THE DOR IN WRITING IF DISCREPANCIES EXIST PRIOR TO
PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO
EXTRA COMPENSATION SHALL BE PAID FOR WORK DONE DUE TO DIMENSIONS OR
GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT
BEEN GIVEN OR FOR ACTIONS TAKEN BEFORE FORMAL RESPONSE FROM THE DOR.
3. PROTECT EXISTING DRAINAGE FEATURES WITH EROSION CONTROL MEASURES WITHIN
LIMITS OF WORK UNTIL AREA DRAINING TO FEATURE IS STABILIZED.
4. WHEN HAND PLANTING, MULCH (HAY OR STRAW) SHALL BE UNIFORMLY SPREAD OVER
SEEDED AREA WITHIN 24 HOURS OF SEEDING.
5. EROSION AND SEDIMENT CONTROL DEVICES MUST BE INSTALLED AND INSPECTED
PRIOR TO GRADING ON SITE.
6. EROSION AND SEDIMENT CONTROL 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.
7. CONSTRUCTION, MAINTENANCE AND REMOVAL OF EROSION AND SEDIMENT CONTROL
DEVICES ARE THE RESPONSIBILITY OF THE CONTRACTOR. CONTROL DEVICES SHALL
CONFORM TO THE STANDARDS SET FORTH IN THE NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES, DIVISION OF LAND RESOURCES (NCDENR,
DLR) EROSION AND SEDIMENT CONTROL PLANNING LAND DESIGN MANUAL.
8. PROTECT POINTS OF CONSTRUCTION INGRESS AND EGRESS TO PREVENT THE
DEPOSITION OF MATERIALS ONTO PUBLIC ROADS. MATERIALS DEPOSITED ONTO ROADS
SHALL BE REMOVED IMMEDIATELY.
9. ADDITIONAL MEASURES, BEYOND APPROVED PERMITTED DESIGN, TO CONTROL EROSION
AND SEDIMENT MAY BE REQUIRED BY A LOCAL REPRESENTATIVE OF THE STATE, CITY,
OR COUNTY.
10. GRADING BEYOND THE LIMITS OF DISTURBANCE SHOWN ON THE PLAN IS A VIOLATION
OF THE STATE EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
11. REFER TO APPROVED EROSION AND SEDIMENT CONTROL PLANS FOR CLEARING LIMITS
AND TEMPORARY EROSION CONTROL DEVICES TO BE INSTALLED PRIOR TO
COMMENCING CONSTRUCTION.
12. INSPECT EROSION AND SEDIMENT CONTROL MEASURES DAILY AND MAINTAIN
CONTINUOUSLY IN AN EFFECTIVE OPERATING CONDITION UNTIL SUCH TIMES AS THEY
ARE REMOVED WITH PRIOR PERMISSION FROM DOR. SLOPES, PERIMETER DIKES,
SWALES AND DISTURBED SLOPES STEEPER OR EQUAL TO 3:1 SHALL BE STABILIZED
WITH SOD OR SEED AND ANCHORED STRAW MULCH, OR OTHER APPROVED
STABILIZATION MEASURES, AS SOON AS POSSIBLE BUT NO LATER THAN SEVEN (7)
CALENDAR DAYS AFTER ESTABLISHMENT. AREAS DISTURBED OUTSIDE OF THE
PERIMETER SEDIMENT CONTROL SYSTEM MUST BE MINIMIZED. MAINTENANCE SHALL BE
PERFORMED TO ENSURE CONTINUED STABILIZATION. (REQUIREMENT FOR STABILIZATION
MAY BE REDUCED TO THREE (3) DAYS FOR SENSITIVE AREAS.)
13. APPLY SOD OR SEED AND ANCHORED STRAW MULCH, OR OTHER APPROVED
STABILIZATION MEASURES TO DISTURBED AREAS AND STOCKPILES WITHIN SEVEN (7)
CALENDAR DAYS AFTER STRIPPING AND GRADING ACTIVITIES HAVE CEASED IN THE
AREA. MAINTENANCE SHALL BE PERFORMED TO ENSURE CONTINUED STABILIZATION.
(REQUIREMENT MAY BE REDUCED TO THREE (3) DAYS FOR SENSITIVE AREAS.) NOTE:
EARTHEN MATERIAL STOCKPILES MUST BE LOCATED 50 FEET FROM STORM DRAINS
AND STREAMS.
14. PRIOR TO REMOVAL OF SEDIMENT CONTROL MEASURES, STABILIZE AND ESTABLISH
PERMANENT STABILIZATION FOR CONTRIBUTORY DISTURBED AREAS USING SOD OR AN
APPROVED PERMANENT SEED MIXTURE WITH REQUIRED SOIL AMENDMENTS AND AN
APPROVED ANCHORED MULCH. WOOD FIBER MULCH MAY ONLY BE USED IN SEEDING
SEASON WHERE THE SLOPE DOES NOT EXCEED 10% AND GRADING HAS BEEN DONE
TO PROMOTE SHEET FLOW DRAINAGE. AREAS (3:1 OR FLATTER) BROUGHT TO
FINISHED GRADE DURING THE SEEDING SEASON SHALL BE PERMANENTLY STABILIZED
AS SOON AS POSSIBLE, BUT NOT LATER THAN FOURTEEN (14) CALENDAR DAYS
AFTER ESTABLISHMENT.
2
3
BORROW AREA NOTES
n
1. CONTRACTOR IS RESPONSIBLE FOR ENSURING BORROW AREA HAS AN APPROVED
EROSION CONTROL PERMIT AND APPROPRIATE MEASURES IN PLACE PRIOR TO
LAND DISTURBING ACTIVITY.
SIDEWALK/PAVING/CURBING NOTES
1. INSTALL EXPANSION JOINT WHERE CONCRETE SIDEWALKS CONNECT TO EXISTING
CONCRETE SIDEWALKS.
2. FREE CONCRETE PAVEMENT EDGES ABUTTING GRASSED, GRAVEL OR ASPHALT
PAVEMENT SHALL BE THICKENED.
3. CONSTRUCTION JOINTS SHALL BE USED AT THE END OF EACH DAYS PLACING
OPERATIONS AND WHEN CONCRETE PLACEMENT IS INTERRUPTED FOR 30 MINUTES OR
LONGER.
4. ODD SHAPED SLABS AND SLABS WITH PENETRATIONS (FOR UTILITIES, BOLLARDS,
ETC.) SHALL BE REINFORCED WITH WWF (66-W2.902.9) IN CENTER OF SLAB
WHETHER INDICATED OR NOT.
5. SLOPE OF PAVEMENT WITHIN HANDICAPPED PARKING SPACES AND ACCESS AISLES
SHALL NOT EXCEED 2% IN EVERY DIRECTION.
6. HANDICAP RAMPING SHALL CONFORM TO ADA STANDARDS FOR ACCESSIBLE DESIGN.
SIGNAGE, STRIPING, AND MARKING NOTES
1. CROSSWALKS SHALL BE MARKED WITH THERMOPLASTIC MATERIALS AND CONSTRUCTED
IN ACCORDANCE WITH NCDOT SPECIFICATIONS. CONTRACTOR SHALL INSTALL
CROSSWALKS IN SUCH A MANNER THAT CROSSWALKS ARE ALIGNED BETWEEN
HANDICAP/WALKWAY ACCESS POINTS OR PERPENDICULAR TO THE ROADWAY/DRIVE
LANE.
2. HANDICAP STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO ADA STANDARDS
FOR ACCESSIBLE DESIGN.
3. STANDARD R7-8a RESERVED PARKING AND MAXIMUM PENALTY $250 NCGS 20-37.6
SIGNS SHALL BE INSTALLED IN FRONT OF THE HANDICAPPED PARKING SPACES. VAN
ACCESSIBLE SIGN(S) SHALL BE PROVIDED IN FRONT OF VAN ACCESSIBLE SPACES.
GENERAL UTILITY NOTES
1. FIELD VERIFY THE ACTUAL AND EXACT LOCATION, SIZE AND MATERIAL COMPOSITION
OF EXISTING UTILITY SERVICE SHOWN FOR CONNECTION OR USE ON THIS PROJECT.
THE RELOCATION OF UTILITY SERVICES REQUIRED TO COMPLETE PORTIONS OF THESE
CONSTRUCTION PLANS SHALL BE PROVIDED BY THE CONTRACTOR.
2. A NORTH CAROLINA LICENSED UTILITY CONTRACTOR SHALL PERFORM UTILITY WORK
INVOLVED IN CONSTRUCTING THIS PROJECT.
3. STATE WATER AND SEWER PERMITS ARE REQUIRED. NO INSTALLATION OF THESE
UTILITIES SHALL BE DONE PRIOR TO RECEIVING THESE PERMITS.
4. ISOLATE NEW PIPING FROM EXISTING PIPING UNTIL NEW PIPING HAS BEEN TESTED
AND ACCEPTED FOR SERVICE.
5. EXISTING UTILITIES SHALL BE PROTECTED DURING CONSTRUCTION. HAND EXCAVATE
WHEN ADJACENT TO EXISTING UTILITIES.
6. NOTIFY AND RECEIVE APPROVAL FROM THE CONTRACTING OFFICER AT LEAST 10 DAYS
PRIOR TO UTILITY DISRUPTION.
7. THE UTILITY DRAWINGS DO NOT SHOW EVERY OFFSET, TRANSITION, AND FITTING THAT
MAY BE REQUIRED. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINATION OF
AND PROVIDING FITTINGS NECESSARY FOR COMPLETION OF THE SYSTEM.
8. NATURAL GAS SERVICE TO PROJECT BUILDINGS WILL BE DESIGNED AND INSTALLED
BY PIEDMONT NATURAL GAS.
WATER NOTES
1. PRIOR TO BEGINNING STRUCTURAL CONSTRUCTION OF THE BUILDING(S), VERIFY WITH
THE CONTRACTING OFFICER THAT ACCEPTABLE AND OPERATIONAL FIRE HYDRANTS
ARE AVAILABLE AND WITHIN AN ACCEPTABLE PROXIMITY TO THE BUILDING(S).
2. ALL BACKFLOW PREVENTION ASSEMBLIES SHALL BE LOCATED WITHIN THE BUILDING
MECHANICAL ROOMS UNLESS LOCATED OTHERWISE ON THE PLANS.
3. MINIMUM UTILITY SEPARATIONS:
SANITARY SEWER 18-INCHES - SEWER JOINTS AS FAR AS POSSIBLE FROM
WATER MAIN JOINTS (VERTICAL -WATER OVER SEWER
INCLUDING IN BENCHED TRENCHES)
10 FEET (HORIZONTALLY FROM EDGE OF PIPE)
STORM SEWER 12-INCHES (VERTICAL)
4. WHERE REQUIRED VERTICAL AND HORIZONTAL SEPARATION IS NOT POSSIBLE BOTH
THE WATER MAIN AND SEWER SHALL BE DESIGNED AND CONSTRUCTED OF FERROUS
PIPE COMPLYING WITH PUBLIC WATER SUPPLY DESIGN STANDARDS AND SHALL BE
PRESSURE TESTED AT 150 PSI TO ASSURE WATER TIGHTNESS PRIOR TO
BACKFILLING.
3 4
.01
SANITARY SEWER NOTES
1. CLEANOUT SYMBOLS SHOWN ON THESE PLANS REPRESENT LOCATION OF SURFACE
ACCESS POINT. LOCATE WYE APPROPRIATELY BASED ON PIPE DEPTH.
2. SPACE CLEANOUTS AT 100 FEET MAXIMUM. LOCATE CLEANOUTS AT VERTICAL AND
HORIZONTAL CHANGES OF DIRECTION.
MINIMUM SLOPE: 4" SEWER SERVICE - 1.00% SLOPE
6' SEWER SERVICE - 0.60% SLOPE
8" SEWER SERVICE - 0.40% SLOPE
3. MANHOLES LOCATED IN GRASS SHALL HAVE THEIR RIMS SET AT GRADE (UNLESS
OTHERWISE INDICATED BY RIM ELEVATION).
4. WHERE EXISTING SERVICE/MAIN IS REMOVED FROM AN EXISTING UTILITY STRUCTURE,
PERMANENTLY PLUG OPENINGS THROUGH STRUCTURE WALL.
5. PROVIDE 24" VERTICAL SEPARATION BETWEEN STORM SEWER AND SANITARY SEWER
GENERAL GRADING NOTES
1. WHERE FILL IS TO BE PLACED ON EXISTING SLOPES STEEPER THAN 4:1, CONTRACTOR
SHALL EXCAVATE BENCHES WITH A MAXIMUM DEPTH OF 3'.
2. COORDINATE WITH THE GEOTECHNICAL ENGINEER FOR APPROPRIATE SLOPE STABILIZATION
ON SLOPES STEEPER THAN 3:1.
3. TOP OF WALL ("TW') AND BOTTOM OF WALL ("BW') GRADES SHOWN ON THESE PLANS
REPRESENT FINISHED GROUND ADJACENT TO WALL.
4. BUILDINGS SHALL HAVE 6' REVEAL IN LANDSCAPE AREAS UNLESS OTHERWISE SPECIFIED.
5. ENSURE POSITIVE DRAINAGE AWAY FROM NEW AND EXISTING BUILDINGS.
STORM DRAINAGE NOTES
1. VERIFY AND COORDINATE DIMENSIONS SHOWN, INCLUDING THE HORIZONTAL AND
VERTICAL LOCATION OF CURB INLETS AND GRATE INLETS AND UTILITIES CROSSING
THE STORM SEWER.
2. THE LOCATIONS OF STORM SEWER STRUCTURES SHOWN ON THESE PLANS ARE
APPROXIMATE. STAKE CURB INLET STRUCTURES SUCH THAT INLET TOPS ALIGN
HORIZONTALLY WITH NEW CURB LOCATIONS. WHERE NEW STORM SEWERS TIE TO
EXISTING SWALES, FIELD ADJUST NEW STORM SEWERS TO MATCH THE LOCATIONS
OF THESE EXISTING FEATURES.
3. ROOF LEADER DRAIN LINES ARE TO BE INSTALLED AT A MINIMUM OF 1% SLOPE.
4. RCP SHALL BE CLASS III UNLESS OTHERWISE NOTED.
5. FLARED END SECTIONS SHALL BE PRECAST CONCRETE.
6. OPEN STORM PIPES SHALL BE PROTECTED WITH STONE FILTER PROTECTION
AFTER WORK STOPPAGE EACH DAY AND WEEKENDS UNTIL BOXES ARE
CONSTRUCTED.
7. STORM DRAINAGE PIPES SHALL BE THOROUGHLY FLUSHED OF SEDIMENT
FOLLOWING SITE STABILIZATION. INTERIOR FLUSHING OF SYSTEM SHALL BE
PERFORMED TO MAINTAIN PROPER FUNCTIONING OF THE DRAINAGE SYSTEM.
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-18.67 � 15.76t
17.35
17.28
18.67 -�6
. � A31 FES - (14lr -
II -
ROADE 2476804.22 4I
INV.=15.96 141
NOTES
- - - 1. SIDEWALK SHALL BE CONSTRUCTED WITH A 2% MAX CROSS SLOPE
DRAINING TOWARD SWALE WEST OF WALK WITH 5% MAX LONGITUDINAL
SLOPE.
2. TIE NEW GRADES TO TOP/BACK OF EXISTING HEADWALLS. NEW
GRADING SHALL NOT ENCROACH ON OR UNDERMINE EXISTING TOE OF
SLOPE SURROUNDING EXISTING HEADWALLS.
NOTE:
DRAINAGE STRUCTURES LOCATED WITHIN ASPHALT
AND CONCRETE TO BE TRAFFIC BEARING
2 3 4
KEY PLAN
GRAPHIC SCALE
1 "=30' 0 30' 60' 120'
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WNWV.CLARKNEXSEN.COM
CLARK NEXSEN LICENSE # C-1028
AE Iwo
' FgtCw t!)ER NAVFAC I
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CONSTR. GONTR. NO.
N40085-10-D-5330 DO-007
NAVFAC DRAWING NO.
12675148
SHEET 39 F 89
CG101
O WOWREVISION: 10I H=W

1 1 2 1 3 1 4 1 5
of I DROP , IN -LET
�I
TOP 18.07
ELEC -- DROP INLET INV.14.77
BOX TOP 16.95
INV.14.28 ELEC
i AREA I GHT \ Ge BOX ELE
\ ARE LIGHT B
gpX \ DROP INLET INLET
II TOP 16.48 INV.12.63
AREA LIGHT RCp INV.13.08
24" RCP CONC.
AREAvvL I GHT BASKETBALL
cru�� 19.15t COURT
(MG)
19.35t 18.00t
a�� AREA I GHT (Mc) , assf , a (Mc) 16.00t
_ WALK
9 I I 21.33t 21.45t 18.12t ARE L:lGHT A
(MG) (MG) (MG) M 17.16 E
N �NV.
19
L
17.90
I 5
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17 �C
16.65 16.27
I 16.61 16.34
16.62 SD 16.65 16.41 I 16.25 15.87 15.75 16_28 \ 1s
16 SO 16.64 16.30 16.64 SD
SD - 16.61� 16.16
of I !2 16 TW18.57 TW19.24 TW19.24
m C5 A3 C5 A3 TW,s.24' 16.65 TW18.57 C5 A3 A14
A10 A11 CG503 CG504
CG503 CG504 17 CG503 CG504 /1a.5 17
E Q / a TW18.57 TW18.57
18�18.5- 18.22 18.15 18.22
v 18.5 1
67 18.68.5 - 18.46 18.5- 18.5
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19.0u Li Li 19.10 19.42 19.30 19.42 19.10Li Li Li19.0 19.0
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JC5A3A9 18.519.50 19.50 18.5
CG503 CG504 1s.32 ts.3 ,s s
18_�5 19.0 19.50 19.30 19.32 19.50 19.5 18.5
0 0 / 19.0 19.50 19.50 19.307
19.50 19.50 19.50
19.42
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m e 19.30 mod,
19.42
J
o 19.50 19.40
18.5 19.0 19.23
g NCO ACADEMIC 619.41
NI 18.3018.81 19.41 INSTRUCTION BUILDING t921
j 18.18 19.50 19.50
19.33
,7.218.,s 164
1s.,9.4, 19.41
FIFE 19.5'
o
17.64" 18.5 19.0 19.0 18.5
19.3
17.61 INV.=17.25
INV.=17.25
co 2 1
0 1 1 2 _ _ cod
17.64 19.0 19.5 19.5 19.5 19.50 19.0 18.5
A n.2e 18.5
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C5 A3AS p =16.9 n 8" RD t91 19, INV.=15.50 1s.50
0. CG503 CG504 190 INV.=14.75 19.0
�✓ 19.0 19.0 INV.=15.77- �°� 18.5 1
17.22
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I V. 1 .61
8" RD 8" RD 18.5 " 8 RD 18.5 A'
185 INV.=.15.02 8 RD 1s 8 RD
0 N 1
1e 1 g" RD INV.=13.34 INV.=15.90
Y.
8" RD INV. 13.81 8" RD ,_ 8" PVC OVERFLOW
x
INV.=16.82 _ -INV. 5.42 �_-__27
Cj
MATCHLINE - SEE SHEET CG101
w
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A3
'G504
DRAINAGE STRUCTURES LOCATED WITHIN ASPHALT
AND CONCRETE TO BE TRAFFIC BEARING
4
DRAINAGE NOTES
A20 N 359165.89
E 2477030.22
RIM=16.81
INV. IN=14.40(E)
INV. OUT=12.02(SW)
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A �� VWMCLARKNEXSEN.00M
1. CLEANOUT CLARK NEXSEN LICENSE # C-1028
AE Iwo
2. REDUCER
A"FR°E°
GENERAL ROOF DRAIN NOTES:
1. ROOF DRAIN INVERT AT BUILDING SHALL
BE ELEVATION 17.25 OR
FORCW"DMMVFAC
LOWER.
X M1Y
2. ROOF DRAINS SHALL BE INSTALLED AT A
1% SLOPE MINIMUM.
3. ROOF DRAIN SIZE SHALL BE 6" UNLESS
OTHERWISE NOTED.
4. ROOF DRAINS SHALL BE PVC.
SAWXTO"TO DATE 12JUNE2014
DES WL
STIR
cHVJC
5. DRAINAGE STRUCTURES ON ROOF DRAIN
SYSTEM SHALL BE PRECAST
7pmo,
DRAINAGE STRUCTURES (C5/CG503) WITH
MANHOLE FRAME AND
BWN MANAGER
COVER (A3/CG503).
CFIEF ENUARM
6. COORDINATE LOCATION OF ROOF DRAINS
WITH LOCATION OF DOWN
SPOUTS SHOWN ON AE101A AND AE101B.
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0 30' 60'
1 20'
EM20JECT NO..
CONSTR. OONTR. NO.
1 "=30'
N40085-10-0-5330
DO-007
NAVFAC DRAWNG NO.
12675149
SHEET 40
OF 89
CG102
5
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MATCHLINE - SEE THIS SHEET
NOTE:
DRAINAGE STRUCTURES LOCATED WITHIN ASPHALT
AND CONCRETE TO BE TRAFFIC BEARING
4
GENERAL NOTES
1. SIDEWALK SHALL BE CONSTRUCTED WITH A 2% MAX CROSS SLOPE
AND 5% MAX LONGITUDINAL SLOPE DRAINING TOWARD THE ROADSIDE
SWALE.
KEY PLAN
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1 "=30'
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919.828.1876 FAX[phone]
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CLARK NEXSEN LICENSE # C-1028
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FORCOMAMDER NAVFAC
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120
EF ROJECT NO.:
CONSTR. CONTR NO.
N40085-10-M330 DO-007
NAVFAC DRAWNG NO.
12675150
SHEET 41 CE 89
CG 103
i
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2
C
A
� 46 LF - 15" RCP
® 0.99% o _r AREA LIGHT
18.461822
W K OX
17.60- -
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16.5
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W
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17.52
coo 17.02 48.0 LITTORA
SHELF
. / ✓ / / I ,16.68 16.78
- / N:360460.25 16.92 16.81
/ E:2477897.53 0 li
16.46 17.09 SUPPLY WET
n.as
n.15 CG501 DETENTION BASIN
17.42 17.21 0.1%
1 10 .. / 18.00 171 17.2017.60
17.27 18.00
°1 COND.
/ 18.00 18.00 �.- 17.74 ° #124
m 18.00''SPLASH BLOCK TYP
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17.80 1\,.YwAR 118.00 j-H U �18.00 F F�_ ' O �� CE501 LINE
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15
18.09 17.88
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w
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' NOTE:
E1 ' ' DRAINAGE STRUCTURES LOCATED WITHIN ASPHALT
- MATCHLINE B - SEE THIS SHEET AND CONCRETE TO BE TRAFFIC BEARING
1 2 3 4
5
DRAINAGE NOTES
81 FES
N 360590.07
E 2477936.24
INV.=14.80
B2 NCDOT STD. 840.16
N 360625.19
E 2477895.81
RIM=17.40
INV. IN=14.96(NE)
INV. OUT=14.96(SE)
B3 NCDOT STD. 840.45 W/
NCDOT STD. 840.16
N 360666.23
E 2477915.76
RIM=17.78 MG
INV. OUT=15.41(SW)
(ED FES
N 360508.34
E 2477991.47
INV.=13.00
(a)NCDOT STD. 840.45 W/
NCDOT STD, 840.16
N 360519.61
E 2477960.63
RIM=14.60
INV. OUT=13.16(E)
C1 FES
N 360294.26
E 2477912.22
INV.=15.01
C2 FES
N 360302.92
E 2477889.06
INV.=15.19
D1 FES
N 360090.15
E 2477806.86
INV.=13.92 MG
D2 FES
N 360103.01
E 2477783.92
INV.=14.05 MG
E1 FES
N 360043.46
E 2477782.48
INV.=15.00 MG
OFES
N 360054.88
E 2477764.40
INV.=15.06 MG
KEY PLAN
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919.828.1876 FAX [phone]
VWAN.CLAR KNEXSEN.COM
CLARK NEXSEN LICENSE # C-1028
m 1wo
1 FORW8IHNBERNAVFAC 1
ACINIIY
GRAPHIC SCALE l
0 30'
1 "=30' T!!sii0!TFm
60'
120'
ECEIVE7
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CONSTR. CONTR. NO.
N40085-10-0S330 DU07
NAVFAC DRAWING NO.
12675151
SHEE 42 OF 89
CG 104
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18.01 �SEE NOTE 1 195 t—
19 U 19'
.21
d—�T
lass 19.58 , E/,- 1v,
19.20 —19.81 �_ 0� _
18.81 / 18.96 19.1� 19.57
18� 18 18 17.8 91 51±
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18.99
17.2
18.86
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�i INV.=17.94 ❑ I ), \
S^
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OVERHEAD
ELECTRIC
ELE
1 1 2 1 3
NOTE:
DRAINAGE STRUCTURES LOCATED WITHIN ASPHALT
AND CONCRETE TO BE TRAFFIC BEARING
4
GENERAL NOTES
1. ADJUST RIM TO BE 1' ABOVE GRADE; APPROXIMATE RIM=20.0't
2. GRADING WITHIN LIMITS OF CONSTRUCTION SHALL BE RESTORED TO
MATCH EXISTING CONDITIONS UPON PROJECT COMPLETION.
KEY PLAN
GRAPHIC SCALE
1 "=30'
a
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014 1"
SEA
s: 031441
�'••,�• CHIRP ��•`•
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CLARK•NEXSEN
333 FAYETTEVILLE STREET
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RALEIGH, NC 27601
919.828.1876 FAX [phone]
VWW V.CLARKNEXSEN.COM
CLARK NEXSEN LICENSE # C4028
NE 1NFo
' FCRCOH.wgSHT RAVFAC 1
NGTMTY
SAWACTMTO DATE 12 JUNE 2014
DES W L W STIR lckJC
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WMC 1 M .GER
CHEF ENCJMCH
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60' 1 20'
CONSTR CONTR. NO.
N40085.10-D-5330 DO-007
NAVFAC DRAWNG NO.
12675152
43 OF 89
rCG105:j
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1 2 i 3
4 I 5
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NOTES:
1. INSTALL LANDLOK 450 (OR APPROVED SUBSTITUTE) PER MANUFACTURER'S GUIDELINES.
2. EXTEND LANDLOK 450 A MINIMUM OF 3' BEYOND ALL EDGES OF SPILLWAY.
EMERGENCY SPILLWAY
NO SCALE
SOD SIDESLOPES
OUTLET PROTECTION
FOREBAY
CLASS B RIP RAP
1' THICK
NON -WOVEN
GEOTEXTILE FABRIC
TEMPORARY POOL
PERMANENT POOL
TAn AC M Anr' nNA\In
ON TOP
SECTION A -A
INSET 2
TERMINAL TRENCH
CG 02 TOP OF RISER
MAIN POND
TOP OF SEDIMENT
STORAGE
(BOTTOM OF BASIN)
SEDIMENT CLEANOUT
BOTTOM ELEVATION
1, 1
1 FT. OF SEDIMENT STORAGE
4'
SOD SIDESLOPES
TOP OF EMBANKMENT 83
+I EMERGENCY SPILLWAY CG501
OUTLET PIPE
CONCRETE
A5
ANTI -SEEP COLLAR CG501
CENTERLINE OF EMBANKMENT
10' VEGETATED LITTORAL SHELF (10:1 SLOPE)
BOTTOM OF
SEDIMENT
TOP OF 1OFT.
1OFT.
SEDIMENT
CLEANOUT,
FOREBAY
TOP OF
EMERGENCY
EMERGENCY
TOP OF
TEMPORARYPOOL
SEASONAL HIGH WATER
VEGETATED
VEGETATED
CLEANOUT,
BOTTOM
SIDESLOP
RISER
SPILLWAY
SPILLWAY
EMBANKMEN
BASIN
ELVEVATION
PERMANENT POOL ELEV.
TABLE ELEV.
SHELF ELEV.
SHELF ELEV.
TOP ELEV.
ELEV.
E (X)
ELEV.
ELEV.
LENGTH (FT)
T ELEV.
NCO WET DETENTION BASIN
13.10
12.00
14.67 (SEE NOTE 4)
12.50
11.50
1 1.50
0.50
2.00
14.00
14.00
35
16.00
SUPPLY WET DETENTION BASIN
14.60
14.00
13.50
14.50
13.50
8.00
7.00
2.00
14.85
15.00
15
16.50
NOTES:
A 1. BASINS ARE USED FOR SEDIMENT AND EROSION CONTROL DURING CONSTRUCTION. CLEAN
OUT IS REQUIRED PRIOR TO USE AS A WET DETENTION BASIN.
2. SOD AREAS NOT MULCHED AND PLANTED WITH CENTIPEDE GRASS.
3. PLANT LITTORAL SHELF ACCORDING TO LANDSCAPE PLANS, SEE SHEET LP101
4. NCO WET DETENTION BASIN SEASONAL HIGH WATER TABLE WILL DRAW DOWN TO ELEVATION
OF 12 FEET DUE TO DEEP EXCAVATION REQUIRED FOR POND AND ADJACENT DITCH AT
ELEVATION OF 12 FEET.
WET DETENTION BASIN SECTION
NO SCALE
1 2 3
A3
12"
a
a
a
w
a
a
MINIMUM 24" PLUS PIPE DIA.
MAXIMUM 7'
SHEETING Z
(IF REQUIRED)
0
SHNG
(IF REQUIRED)
COMPACT SELECT
MATERIAL PIPE COVER
Z
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m DIA./2
V)
o DIA./4 OR
4" MIN.
COMPACT BEDDING
MATERIAL (SEE -
SPECIFICATIONS)
NOTES:
1. SELECT MATERIAL PIPE COVER SHALL BE 12" (MINIMUM)
DEEP OVER TOP OF PIPE.
2. SELECT MATERIAL PIPE COVER SHALL NOT BE USED FOR
DUCTILE IRON SEWER PIPE.
BEDDING PIPE
NO SCALE
NOTES:
1. INSTALL COLLARS ON ALL POND OUTLET PIPES
2. ALL CONCRETE TO BE 3000 PSI NON -FLY ASH
3. APPLY 1/2" THICK WRAP OF ASPHALTIC CEMENT AROUND
DISCHARGE PIPE 6' BEYOND PLANNED SEEPAGE COLLAR ON
BOTH SIDES.
4. APPLY ADDITIONAL ASPHALTIC CEMENT AT PIPE/SEEPAGE
COLLAR INTERFACE ON UPSTREAM FACES.
5. ASPHALTIC CEMENT TO MEET OR EXCEED FEDERAL
SPECIFICATION SS-153 TYPE 1: ASTM-D-2822-75 TYPE 1.
6. WHERE TOP OF BERM IS WITHIN HEIGHT OF ANTI -SEEPAGE
COLLAR, STOP ANTI -SEEPAGE COLLAR AT TOP OF BERM.
#4 REBAR ® 12'
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STRUCTURENAME
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3 ADA ACCESSIBLE PARKING
SYMBOL 33 HANDRAIL
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11 NOT USED
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26 CARPOOL VEHICLE PARKING FI>aCOMAYMMKAC
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28 HEAVY DUTY CONCRETE
SATWACTCRYM DATE 12 JUNE 2014
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31
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32
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25
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19
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46
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47
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48
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KEY PLAN
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0 30'
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3 ADA ACCESSIBLE PARKING
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SYMBOL
33
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STOP SIGN
5
DUMPSTER ENCLOSURE;
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36
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FOR DETAILS
37
HEAVY DUTY SIDEWALK
6
LIGHT DUTY ASPHALT
7
24" WHITE THERMOPLASTIC
38
ASPHALT WALK — MATCH
STOP BAR
EXISTING SECTION
8
6' WIDE CONCRETE
39
DOUBLE 4" PAINTED SOLID
SIDEWALK
YELLOW STRIPE
9
8' WIDE CONCRETE
SIDEWALK
40
18"x24" CHEVRON
10
STANDARD NCDOT
ALIGNMENT SIGN (W1-8)
HI —VISIBILITY CROSSWALK
41
ATFP GATE
11
NOT USED
12
CAR STOP
42
15' WIDE CONCRETE
SIDEWALK
13
STOP SIGN
14
HANDICAP PARKING SIGN
43
10' WIDE CONCRETE
SIDEWALK
15
BOLLARD
16
6' CURB TRANSITION
44
MOTORCYCLE PARKING/HEAVY
DUTY SIDEWALK CONCRETE
17
CURB WIPEDOWN
SECTION
18
BIKE RACK
45
GATE KEEPER BOLLARDS
19
NOT USED
46
EMERGENCY VEHICLE ACCESS
20
82' AT/FP SETBACK
DELINEATOR
21
ENTRY PLAZA
47
PEDESTRIAN CROSSING SIGN
22
20' WIDE EMERGENCY
VEHICLE ACCESS
48
TWO —DIRECTION SIGN
23
20' WIDE REINFORCED
GRASS GEOGRID SYSTEM
24
35' FLAGPOLE
25
LE/FE VEHICLE PARKING
26
CARPOOL VEHICLE PARKING
27
VISITOR PARKING
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HEAVY DUTY CONCRETE
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STEEL PIPE SCHEDULE 40
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SIZE
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SPACING
TREES
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6
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SWM LITTORAL
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SG
222
SAGITTARIA LANCIFOLIA
DUCK POTATO
20" O.C.
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187
JUNCUS EFFUSUS
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LITTORAL SHELF PLANTINGS
SHELF AREA: 2,366 SQUARE FEET
REQUIRED PLANTINGS: (50 PLANTS/ 200 SQUARE FEET OF SHELF)
REQUIRED= 592 PLANTS
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2 X 2 WOOD STAKES
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STRUCTURE RIM INV STRUCTURE RIM INV STRUCTURE RIM INV STRUCTURE RIM INV STRUCTURE RIM INV STRUCTURE RIM INV STRUCTURE RIM INV ���(� a Z ¢ U
EW-4 14.96 12.25 EW-5 14.96 12.20 EW-13 14.08 11.37 MH-2 18.25 12.36 EW-1 21.12 18.47 EW-15 13.0 10.98 EW-18 15.0 12.77 0
CB-5 16.54 12.74 CB-7 18.45 14.18 MH-3 15.38 11.84 CB-11 18.21 12.65 EW-2 21.12 17.70 CB-14 13.8 11.15 CB-15 16.11 13.11 CODE ID. NO. SIZED
CB-4 16.54 13.1 CB-6 17.97 14.94 MH-2 18.25 12.36 CB-10 18.27 13.13 EW-6 20.49 17.69 EW-14 15.0 12.80 COASTAL SCALE: AS INDICATED
MH-1 18.12 13.27 CB-12 16.84 13.58 CB-9 18.86 14.18 EW-7 20.49 16.44 SITE
CB-3 17.20 14.55 EW-12 16.58 15.86 CB-8 17.63 15.47 EW-8 18.30 15.79 •, DESIGNAQ�_PC MAMMON. -
CB-2 18,12 14.37 EW-9 18.30 14.23 ram,"^ JOB ORDER NO. -
DRAINAGE AREA / PROJECT LIMITS CB-1 1761 15.38 EW-11 18.30 14.21 _
EW-3 1761 15.06 EW-11 18.30 14.48
ortroAt/2carnu ("�)�-"WORK ORDER N0.
EW-16 16.50 10.74
CONSTR.N40085-11-C-4020
EW-17 16.50 9.99
EW-35 14.56 11.79 0 23 50 100 NAVFAC DRAWING NO.
EW-36 14.56 11.08 SHEET OF XXX
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SHEET NO.
1 inch = 50 ft. Horizontal DA & P L o
1 2 3 4 5
LINE TABLE
TAG
LENGTH
DIRECTION
Lt
109.75'
N64'21'36"W
L2
110.70'
N76'25'17"W
L3
63.51'
N65'10'54"W
L4
46.03'
N72'19'42"W
L5
129.86'
N72'19'42"W
L6
6.00'
N72'19'42"W
L7
43.71'
N13'00'27"W
L8
460.20'
N18'29'03"E
L9
12.56'
S63'OS'09"E
L12
348.31'
S6T00'34"E
"07'14"E
L17
43.69'
SDO'11'20"E
L18
24.25'
S]3'03'32"E
L79
26.38'
S23'51'12"E
L20
54.40'
S36'47'S0"E
L21
46.79'
S44'07'O6"E
L22
68.45'
S48'03'03"E
L23
62.49'
S42'02'17"W
L24
82.85'
N47'57'43"W
L26
21.71'
N]9'48'28"W
L27
13.44'
S74'20'04"W
L28
148.29'
S50'00'55"W
L29
37.51'
S33`21'03"E
L30
24.06'
S28'50'35"E
L31
38.56'
S11'24'34"E
L32
129.22'
S12'09'18"W
L34
46.95' '
N35'24'44"W
L35
82.43'
N�9'48'39"W
L36
20.71'
N32'00'42"W
L37
60.08'
S.`,5'27'16"W
L38
213.01' �
NET33'07"W
L39
36.31'
S27'34'48"W
CURVE TABLE
Curve #
LENGTH
RADIUS
DELTA
C1
172.45'
1641.29'
6'01'12"
C2
259.84'
302.06'
49'17'13"
C3
104.42'
196.59'
30'25'S2"
C4
263.06'
228.29'
66'01'14"
C5
47.02'
1871.54'
1'2622"
C6
138.41'
284.00'
2T55'24"
C7
112.61'
S0.46'
127'52'15"
C8
38.17'
21.25'
102'55'45"

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SLOPES ARE 3:1 MAXIMUM UNLESS OTHERWISE NOTED.
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2. ALL ELEVATIONS ARE AT EDGE OF PAVEMENT UNLESS
OTHERWISE NOTED.
3.
SEE SHEETS C-300 TO C-301 FOR STORM DRAIN
PROFILES.
4.
SEE SHEET C-502 AND C-503 FOR STORM DRAIN
DETAILS.
5.
SEE SHEETS C-130 THRU C-134 FOR EROSION CONTROL
MEASURES.
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6.
GRADING IN LANDSCAPE AREAS AT BUILDING TO BEGIN
0.5' BELOW FINISHED FLOOR.
ANDALE
7.
REFER TO ARCHITECTURAL PLANS TO VERIFY DOWNSPOUT
/ SUNDT
AND SPLASHBLOCK LOCATIONS.
8.
ALL STORM RCP ARE TYPE III UNLESS OTHERWISE
INDICATED.
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2. ALL ELEVATIONS ARE AT EDGE OF PAVEMENT UNLESS
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3. SEE SHEETS C-300 TO C-301 FOR STORM DRAIN
PROFILES. ,
4. SEE SHEET C-502 AND C-503 FOR STORM DRAIN
„
33.74' OF 15 RCP DETAILS.
J ` PROFILE 'G', C-300 W - i I 5. SEE SHEETS C-130 THRU C-131 FOR EROSION CONTROL
MEASURES.
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CID`° " NA/FAC
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LEGEND
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---�- LIMITS
SF * - a SILT F
CULVE
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TD T TEMP(
NOTE WELL:
1. SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A
SITE WHERE LAND ACTIVITIES HAVE TEMPORARILY CEASED
ACCORDING TO THE FOLLOWING SCHEDULE:
1) ALL PERIMETER DIKES, SWALES, PERIMETER SLOPES AND
ALL SLOPES STEEPER THAN 3:1 SHALL BE PROVIDED
TEMPORARY OR PERMANENT STABILIZATION WITH GROUND
COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT
WITHIN 7 CALENDAR DAYS FROM LAST LAND -DISTURBING
ACTIVITY.
ii) ALL OTHER DISTURBED AREAS SHALL BE PROVIDED
TEMPORARY OR PERMANENT STABILIZATION WITH GROUND
COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT
WITHIN 14 CALENDAR DAYS FROM LAST LAND -DISTURBING
ACTIVITY.
2. THIS PLAN TO BE UTILIZED AND REVIEWED ONLY IN CONJUNCTION
WITH THE WRITTEN NARRATIVE, WHICH IS AN INTEGRAL PART OF
THIS EROSION AND SEDIMENT CONTROL PLAN.
3. ALL SLOPES SHALL BE 3:1 OR FLATTER.
4. ALL ROOF DRAINS TO BE DIRECTED TO STORM DRAINAGE
SYSTEM.
5. NO WETLANDS EXIST ON SITE.
6. SITE IS LOCATED ON MONTFORD LANDING ROAD AT CAMP LEJEUNE.
7. ANY BORROW MATERIAL REQUIRED WILL BE TAKEN FROM ANOTHER
APPROVED SITE ON USMC BASE, CAMP LEJEUNE. ANY
SURPLUS CUT MATERIAL WILL BE DISPOSED OF AT AN
APPROVED SITE ON THE USMC BASE, CAMP LEJEUNE.
8. SWALES TO LINED WITH EXCELSIOR MATTING OR EQUIVALENT
1, 3, 6, 7, 8, 9, 10, 12, 14, 15, TD1, TD 2
CONSTRUCTION SCHEDULE -
1. Obtain approval of Plan and any necessary permits, and hold
a pre -construction conference prior to commencing any work.
2. Flag work limits and stake -out roads and storm drainage
structures for preliminary grading.
3. Install Gravel Construction Entrances.
4. Install sediment basins A & B, swales 12 &14, temp. div 1 & 2,
skimmers and silt fencing as shown on plan prior to
clearing and grubbing site.
5. Construct grass lined channels,
and any other sediment control practices shown, prior to
rough grading roadways, site and stockpiling topsoil as necessary.
6. Install utilities in roadway/parking lot, establish final grades
and stabilize road/parking lot with stone base course.
7. Final grade, install non -municipal utilities as needed, and
vegetatively stabilize areas where building construction is
not imminent.
8. All erosion and sediment control Practices are to be
inspected weekly and after any rainfall, and repaired as
necessary.
9. Upon completion of construction, the roadway/parking lot
is to be paved, and all areas permanently vegetatively
stabilized with centipede sod. After site stabilization, temporary
measures are to be removed.
MAINTENANCE PLAN -
1. All measures to be inspected wWeeklyv and after any rainfall
event and needed repairs elm rtiediately.
2. Sediment Basin to be cleaned out when the level of sediment
accumulates to elevations listed on pond detail sheets.
3. Sediment to be removed from swales when they are approximately
50% filled or sediment level is with V of top of ditch bank.
4. Sediment to be removed from behind any Silt Fence and
inlet protection devices when it becomes 0.5' deep. Fencing
and inlet protection to be repaired as needed to maintain a barrier.
5. All sodded areas to be watered as needed to establish growth.
Dead sod should be removed and new sod installed as needed.
6. Construction entrance to be maintained in such a manner as to
prevent mud or sediment from leaving the construction site.
Periodic topdressing with 2-inch stone may be required.
Inspect after each rainfall and immediately remove all
ob'ectionable materials spilled, washed, or tracked onto
pudic roadways.
VEGETATIVE PLAN -
1. Permanent vegetation to be established in accordance with
"North Carolina Erosion and Sediment Control Planning and
Design Manual", Section 6.11, latest version. See Sheet C-508.
PLANNED EROSION AND SEDIMENT CONTROL PRACTICES -
CE 1. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
Practice 6.06
Shall be installed at the entrances to the project
from an existing roadway. Drainage should be away from
the road and erosion will be controlled with downstream
practices. During wet weather it may be necessary to wash
truck tires at these locations.
2. LAND GRADING
Practice 6.02
Grading should be limited to areas as shown on the
Plans. Cut and fill slopes shall be 3:1 or flatter except
where specifically indicated. Care shall be taken during
land grading activities not to damage existing trees that
are identified as "to be preserved".
SF 3. SEDIMENT FENCE
Practice 6.62
Sediment fencing should be installed as shown on the
Plan, to delineate and protect wetlands and specified areas,
and around any temporary stockpile areas as necessary to
prevent any graded interior areas from eroding onto adjacent
lands or roadway, or into inlets, or as directed by Engineer
or NCDENR/LQS personnel.
GC 4. GRASS -LINED CHANNELS
Practice 6.30
All overflow swales to be graded to design configuration,
lined with centipede sod, to collect and convey site water
as shown on Plan. After final project stabilization, swales to
be re -graded, cleaned of siltation and lined with centipede sod
to establish original design contours for stormwater conveyance.
Qp 5. OUTLET STABILIZATION
Practice 6.41
Riprap aprons will be located at the downstream end of
all discharge pipes to prevent scour.
6. CONSTRUCTION ROAD STABILIZATION
Practice 6.80
Upon reaching final grade and after utilities have been
installed, roadway/parking areas are to be stabilized by placing
sub -base course of approved 4" marl stone or 6" ABC, as shown
in the typical street cross-section detail on the Plan, to
reduce erosion and dust during the remainder of building
construction.
SB 7. SEDIMENT BASIN
Practice 6.61
The Sediment Basin is to be constructed first (see
Construction Schedule) and is the primary Practice to
prevent sediment from leaving the site. Detailed design and
spillway configurations are specified in the detail sheet.
SK 8. SKIMMER
Practice 6.64
A sedimentation basin dewatering control device that withdraws
water from the basins water surface, thus removing the highest quality
water for delivery to the uncontrolled environment.
IP 9. INLET PROTECTION
Practice 6.51
A temporary measure of wire -mesh hardware cloth around
steel posts supporting washed stone placed around the opening
of a drop inlet.
TD 10. TEMPORARY DIVERSIONS
Practice 6.20
A temporary ridge or excavated channel or combination
ridge and channel constructed across sloping land on a pre-
determined grade to protect work areas from upslope runoff and
to divert sediment -laden water to appropriate traps or stable
outlets.
ST 11. TEMPORARY SEDIMENT TRAP
Practice 6.60
Sediment traps are to be installed as indicated on plan
at the downstream end of swales as shown.
Tp 12. TREE PROTECTION
Practice 6.05
Restrict access to TPZ with tall, bright, protective fencing on areas
indicated on plan.
DISTURBANCE FOR GRAVITY SEWER INSTALLATION
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NAVFAC DRAWING N0. XXX
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i e 25 CY CL II RIP RAP 1.5 FT DEEP
t ) \ /GEOTEX NONWOVEN FILTER FABRIC
S PLACED UNDER RIP RAP BORING #1-1
SHWI UEHIH = 12"
/ LENGTH = 38.8 FT LENGTH_ = 12.9 FT SHWI EOEVD-EL�EOV. = 10.0, e e e
1`
LENGTH =_ 28.8 FT/RADIUS = 27.8 FT \ e �� r±� �4
RADIUS = 19 FT RADIUS = 30 FT �N � A Ae eS3-e �� �tt1
e _ - - , N, OUTLET STRUCTURE e A�,A i AIL
\ y \'N `\ 16 CY CL II RIP RAP 1.5 FT DEEP \ �t
-27.2 FT- ` \ GEOTEX NONWOVEN FILTER FABRIC e \ a
PLACED UNDER RIP RAP
SEE DETAIL THIS SHEET 1
e LENGTH = 23.8 FT I l Sb .0
e RADIUS- 19 FTC FS� ppF S�Jp J0 J -7p J ` _~Ii' 7.0\t
FOREBAY BERM 6�8'8S 9 J'S `\
9.0 4S _ 60 LF 18" RCP)
160 CY CL II RIP RAP 1.5 FT DEEP 1�_ \
I / GEOTEX NONWOVEN FILTER FABRIC ANTI -SEEP COLLAR i \
PLACED UNDER RIP RAP �� _ SEE DETAIL THIS SHEET °10 1 �V
w n - BASIN BOTTOM = 4
rn \ LENGTH = 10 FT 1 `
--` PERMANENT POOL ELEVATION = 9.0 RADIUS = 30 FT 1
m SURFACE AREA @ ELEV. 9.0 = 28,513 SFCID I �c'\ �t
r TEMPORARY POOL ELEVATION = 10A
o m SURFACE AREA @ ELEV. 10.1 = 33,210 SF EMERGENCY SPILLWAYCo �� 1
w 1STORAGE @ ELEV. 10.1 = 34,657 CF IE = 11.0/ / )
CY CL II RIP RAP 1.5 FT DEEP
GEOTEX NONWOVEN FILTER FABRIC ti
PLACED UNDER RIP RAP%
SEE DETAIL THIS SHEET Y 1
\ 'LENGTH = 33.6 FT
' %RADIUS = 19 FT / 69 2 FTf LENGTH = 30 FT t�
r r % 25.8 FT _ - V = 11.5 RADIUS = 116 FT
TOP BERM ELE �_ �✓ / i r I
r / /
LENGTH = 51.8 FT
LENGTH = 30 FT RADIUS = 30 FT
% C RADIUS = 19 FT e xx 'n�,
' 25 CY CL II RIP RAP 1.5 FT DEEP
GEOTEX NONWOVEN FILTER FABRIC
PLACED UNDER RIP RAP
NOTES:
/ 1. ALL BUILDING ROOF DRAINS MUST BE DIRECTED INTO THE STORM DRAINAGE COLLECTION
eJ 0 is 30 eo SYSTEM OR INTO THE STREET/PARKING LOT.
2. PORTABLE PUMP TO BE USED TO DRAIN POND IN CASE OF EMERGENCY. PUMP TO BE
PLACED ON TOP OF BERM WITH SCREEN ATTACHED TO HOSE INLET AND COVERED WITH STONE.
HOSE OUTLET TO DRAIN ACROSS STABLE UPLAND AREA SUFFICIENT TO RESTRAIN EROSION.
1 inch = 30 & Horisontal 3. POND SIDESLOPES TO BE PERMANENTLY VEGETATIVELY STABILIZED WITH CENTIPEDE SOD.
/VET BASIN "A" DETAIL
NOTES:
1. TEMPORARY SKIMMER TO BE INSTALLED ON PRIMARY OUTLET STRUCTURE BOX
AND TO REMAIN IN PLACE UNTIL SITE IS PERMANENTLY STABILIZED PER NCDENR/LQS
SEDIMENTATION AND EROSION CONTROL PERMIT. SEE SKIMMER DETAILS FOR INSTALLATION.
2. GRADE WILL BE 20:1 ONLY IN FRONT OF OUTLET BOX. REMAINING SHELF SHOULD BE
10:1. PP IS THE CENTER OF THE 10:1 SHELF.
3. RIP RAP TO BE PLACED AROUND THE PERIMETER OF OUTLET BOX.
TOP OF BOX AT
1ACK nF ROX FI =
6" PVC SCREW PLUG EL= 10.1 FNgR1CAjE� v
6" ORIFICE ASSEMBLY
6" CROSS 1
SKIMMER CONNECTION
TO BE CAPPED ONCE\
SKIMMER IS REMOVED \\`
WSEL = 9.0 INV = 9.0 INV= 9.0
12 2 FT SUMP
SB FOR CLEANOUT
B R!P RAP W GEOTEX
NWOVEV FILTER FABRIC
TO SUFROUND ENTIRE
OUTLE_ STRUCTURE)
6 VNIr II.L AJOLMOLI
18" RCP 6" CAP WITH 3" HOLE DRILLED
OUTLET PIPE
12 4 FT x 4 FT PRECAST CONCRETE BOX
OR EQUIVALENT HAND BUILT
OR GROUT'..
3 6' BASE EL = .`.5
SKIMMER = 5" SKIMMER WITH 4.1" ORIFICE DIAMETER
1 �6" CAP WITH 3" HOLE DRILLED
TO REMAIN CAPPED UNTIL SKIMMER SECTION VIEW
POND BOTTOM IS REMOVED WET BASIN
ELEV= 4, OUTLET STRUCTURE DE -TAILS
NOT TO SCALE
2
WETLANDS VEGETATION NOTE:
THE FOLLOWING SPECIES OF WETLANDS VEGETATION ARE SUITABLE FOR
PLANTING ALONG THE 10:1 VEGETATED SHELF:
PLANTS SUITED FOR SHELF THAT'S UNDERWATER
- SAGITTARIA LANCIFOLIA (BULL TONGUE)
- SAGITTARIA LATIFOLIA (DUCK POTATO)
- SAURURUS CERNUUS (LIZARDTAIL)
PLANTS SUITED FOR SHELF THAT'S ABOVE WATER
- ASCLEPIAS INCARNATA (SWAMP MILKWEED)
- CAREX TENERA (QUILL SEDGE)
- CHELONE GLABIR (WHITE TURTLEHEAD)
SF OF 10:1 SHELF UNDER WATER = 2,775 SF / 200 = 14 X 50 = 700 PLANTS REQUIRED
700 / 3 = 233 PLANTS OF EACH OF THE THREE LISTED ABOVE MUST BE PLANTED
SF OF 10:1 SHELF ABOVE WATER = 3,400 SF / 200 = 17 X 50 = 850 PLANTS REQUIRED
850 / 3 = 283 PLANTS OF EACH OF THE THREE LISTED ABOVE MUST BE PLANTED
IF ONE OR MORE OF THE SUGGESTED SPECIES IS UNAVAILABLE, APPROPRIATE
WETLANDS VEGETATION COMMON TO THE COASTAL NORTH CAROLINA REGION
MAY BE SUBSTITUTED. SEE CH 9 OF STATE STORMWATER BMP MANUAL
�R LIST OF OTHER RECOMMENDED WETLANDS PLANTS.
CALCULATION SUMMARY FOR DWQ:
IMPERVIOUS AREA PERCENTAGE:
TOTAL AREA DRAINING TO POND = 641,047 SF (14.72 ACRES)
TOTAL IMPERVIOUS = 270,913 SF (6.22 ACRES)
PERCENT IMPERVIOUS = 42.3%
REQUIRED SURFACE AREA:
AT 3.5 FT OF DEPTH, 90% TSS REMOVAL, SA DA - 3.68
0.0368 x 641,047 = 23,591 SF SURFACE AREA REQUIRED
SURFACE AREA PROVIDED = 28,513 SF
1.5 INCH VOLUME:
I = 42.3
Rv = 0.05 + 0.009 x I = 0.05 + (0.009)(42.3) = 0.43 IN/IN
MINIMUM VOLUME = DESIGN STORM x Rv x DRAINAGE AREA
= (1.5/12)(0.43)(641,047) = 34,465 CF
1.5 INCH STORAGE VOLUME AT ELEVATION 10.1 = 34,657 CF
2 TO 5 DAY DRAW DOWN:
AVERAGE HEAD FROM STORAGE ELEVATION
TO ORIFICE INVERT = (10.1 - 9) / 3
= 0.37 FT
3.0 INCH PVC ORIFICE: Q = CA(2gh)�1/2
= 0.6(0.04906)(64A X 0.37)A1/2
= 0.14369 CFS
T = 241,193 SECONDS = 2.79 DAYS
FOREBAY REQUIREMENTS:
MINIMUM FOREBAY VOLUME = 20% OF PERMANENT POOL VOLUME
= 0.20 x 90,481 CF
= 18,096 CF
TOTAL FOREBAY VOLUME PROVIDED =
FOREBAY = 18,415 CF
3
23 FT EMBANKMENT
20 FT ELEVATION = 11.5
T(wp
WET BASIN
EMERGENCY SPILL WA Y
FRONT VIEW
NOT TO SCALE
IE(OUT) = 7.0
0
10' 12'
16'
mIm
ANTI -SEEP
COLLAR,
SEE DETAIL
VARIES
IE= 9.0
21'
WELDED FABRICATED TRASH
RACK W/SQUARE OPENINGS
SQUARE OPENINGS L 6" �7
4-0"
SEE DETAIL o
o THIS SHEET
FOR
TRASH RACK
, r
6" ORIFICE ASSEMBLY
6" CAP WITH 3" HOLE
GRATE PLAN VIEW D DRILLED
BOX PLAN VIEW
WET BASIN
OUTLET S NOT TO
T RE DETAILS
ALL SLOPES
3:1 MAXIMUM
Z
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OUTLET PIPE
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PROTECTION
NON WOVEN FILTER FABRIC UNDER
RIP RAP
AS ON PLANS
(TYPICAL AT ALL STORM OUTFALLS TO POND)
FOREBAY SECTION DETAIL
NOT TO SCALE
NOTE: COLLAR TO BE POURED AFTER
PIPES ARE IN PLACE.
REINFORCING AS NECESSARY.
WET BASIN
ANTI -SEEP COLLAR
NOT TO SCALE
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STATE STORAGEV TOP OF GRATES = 10.1 STATE STORAGE = 34 657 CF
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