SW8130907_APPROVED PLANS_20131009

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 pq 01
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2.01'51U0ll�
YYYYMMDD

SYM
CONSTRUCT PARKING LOTS,
INDEX OF DRAWINGS
HADNOT POINT AND FRENCH CREEK
NAVFAC NO.
SHEET NO.
TITLE
60013978
CS
COVER SHEET
MARINE
60013980
C-1
LOCATION
CORPS BASE CAMP LEJEUNE
fi0013980
G2
BUEING313-MAPS
BUILDING 313-EXISTING CONDITIONS AND DEMOLITION PLAN
60013981
C-3
BUILDING 313-SITE LAYOUT PLAN
CONTRACT N0. N40085-13-B-0124
60013983
60013983
C-4
F5
BUILDING 313- SITE
TER PLAN
TORMGRADING
BUILDING 313- STORMWATER POND PLAN
60013984
CE
BUILDING 1747- EXISTING CONDITIONS AND DEMOLITION PLAN
60013985
C-7
BUILDING 1747- SITE LAYOUT PLAN
60013996
C-8
BUILDING 1747-SITE GRADING PLAN
60013987
CAI
BUILDING 1747- STORMWATER POND PLAN
0
60013988
C-10
FC255- EXISTING CONDITIONS AND DEMOLITION PLAN
-
60013989
C-11
FC255-SITE LAYOUT PLAN
60013990
C-12
FC255-SITE GRADING PLAN
60013991
C-13
FC308- EXISTING CONDITIONS AND DEMOLITION PLAN
Q r.^
60013992
C-14
FC308-SITE LAYOUT PLAN
As h �.
60013993
C-15
FC308- SITE GRADING PLAN
60013994
C-16
FC308-STORMWATER POND PLAN
60013995
C-17
FC375-SITE LAYOUT PLAN
LH c
a SEATugI --
60013996
G-18
FC375- SITE GRADING PLAN
,
60013997
C-19
DETAILS
r _
Q ?
60013998
C-20
DETAILS
60013999
E-1
BUILDING 313-SITE ELECTRIC PLAN
60014000
E-2
BUILDING 1747-SITE ELECTRIC PLAN
r E•s S x
60014001
E-3
FC255- SITE ELECTRIC PLAN
60014002
E-4
FC308-SITE ELECTRIC PLAN
®LANDFILL
60014003
E-5
ELECTRICAL DETAILS
\
P
FRENCH
CREEK
< AREA
V
SEE SHEET C-1 FOR SffE LOCATION MAPS
BORROW PIT
e
�e 1G
e �
P
P
6000 0 6000 12000
SCALE OF FEET
LOCATION MAP - U.S. MARINE CORPS BASE
CAMP LEJEUNE, NC
SPECIAL SEEDING NOTE:
c P W CUT 8 FILL SLOPES 3'1 OR FLATTER HILL, WTHIN 7 CALENDAR DAYS OF
COMPLETION OF ANY PHASE OF GRADING, BE PLANTED AND PROVIDED WITH
I� TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES
SUFFICIENT TO RESTRAIN EROSION. ADDITIONALLY, NTHJN 7 DAYS, SLOPES
STEEPER THAN 3'1 SHALL BE PROVIDED WITH TEMPORARY OR PERMANENT
GROUND COVER, AND SHALL BE PLANTED.
0
A.— \ yI
VICINITY MAP - CAMP LEJEUNE, N.C.
APPROX.
APROXIAVITE/APPROXIMATELY
CJ
CONTRACTION JOINT
CIE, C/L
CENTER ONE
CF
Cum FEET
CORE.
CONTINUOUS
CAMP
CHRRDCAPED METAL PIPE
CONIC.
CONCRETE
CPP
CORRUGATED PLASTIC PIPE
CLAIM .
CUMULATIVE
DA W
DIAMETER
M
(STORM DRUM) DROP INLET
DMH
DRAINAGE MANHOLE
EL=, ELEV
ELEVATON
E
FASTING
DEC.
ELECTRIC; ELECTRICAL
ETC.
ET CETERA
EX., EXIST.
EXISTING
FES
HARED END SECTOR
FH
FIRE HYDRANT
NVAC
HEATING, VENDIATION AND AIR
CONDITDNING (EOWPMENT)
INV
INVERT
WG
MADNAT (CONTRA)
MAX
MAXIMUM
AMN
MINIMUM
N.
NORTHING
NO
NUMHER
PN
POST INDICATOR VALVE
PVC
POLYVINYL CHLORIDE (PIPE)
RCP
REINFORCED CONCRETE PIPE
SAN
SANITARY SEWER MANHOLE
Y
SOUARE FOOT/FEET
SET
SILT FENCE
E m
TFMPORRY BENCHMARK
HP.
TYPICAL
VOL.
VOLUME
w
WIDE WIRE FABRIC
3
AND
0
AT
I
PLUS OR MINUS
S
PERCENT
EQUALS
CIVIL LEGEND
EXISTING
DEXRIPLICN
RCA'
PSI
WATER VALVE
RV ®
POST INDICATOR vHAE
QS
SANITARY SEWER MANNAE
Q
ELECTRIC "THE
©
COMMUNKATIONS MANHOLE
QD
STORM ORVN MANHOLE
O N
SANITARY SEWER CEANI
❑
STORM MAIN DROP RUT
$TT
FlPO HYMAµT
REDa ED
COMMUNICATIONS PEDESTAL
•D, a
UPIRY POE/PINE WITH FIGHT
—
cm MH
—
DITCx/SxOtE CENPEWRE
— ... —... _
— —S
SANITARY SEWER (GFAMY)
— —IJ
STORM SFNER
D
----W---
DOMESTIC WATER
---ORE---
A'ERHEAD ELECTRICAL
--UGE---
UNOERGRDUND ELECTRICAL
— —Uri— -
---UGC_—_
LIAR ND COMMUNICATIONS
— A
FIERCE
O
CONCRETE
0
O
ASFHLLT
GRAVEL
®
SURVEY CONTROL PANT
.50
SPOT HEVATIONS
+)01
-25
CONTOUR ONES
28—
TREE
FREE ONE / CLEARING DUE
----Q----
SILT FIERCE
---SET—...—
_ _ _
SOURCE/ASTINATpN UNKNOWN
--r --
SIGN
v
CHECK DAM
PIPE N.ET/OUII.R PROTECTION
❑
STORM DRAW/INLET PROTECTION
AMAIPICN ITEMS
X
NOTE:
1. ALL FILL MATERIAL NEEDED TO EXECUTE THIS PROJECT SHALL BE OBTAINED FROM
THE FRENCH CREEK BORROW PIT OR FROM A PROPERLY PERMITTED COMMERCIAL
BORROW PIT AT THE CONTRACTORS OWN EXPENSE.
2. NO WETLAND AREAS ARE LOCATED WITHIN THE PROJECT LIMITS OF DISTURBANCE.
1
DISCLOSURE OF INFORMATION
THE CONTRACTOR SHALL COMPLY AS FOLLOWS -
A. THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION
ANY UNCLASSIFIED INFORMATION, REGARDLESS OF THE MEDIUM (E.G. FILM, TAPE, DOCUMENT),
PERTAINING TO ANY PART OF THIS CONTRACT OR ANY PROGRAM RELATED TO THIS CONTRACT. UNLESS
t. THE CONTRACTING OFFICER HAS CAEN PRIOR WRITTEN APPROVAL; OR
2. THE INFORMATION IS OTHERWISE N TIE PUBUC DOMAIN BEFORE THE DATE OF RELEASE.
B. REQUESTS FOR APPROVAL SHALL IDENDPY THE SPECBIC INFORMATION TO BE RELEASED, THE
MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS
REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE THE PROPOSED DATE OF
RELEASE.
C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT N EACH SUBCONTRACT UNDER
THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE
THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.
EROSION CONTROL NOTES
SCHEDULE OF EROSION AND SEDIMENTATION CONTROL ACTIVITIES
1. INSTALL GRAVEL CONTROL ENTRANCE AT DESIGNATED PROJECT AREAS.
2. CONSTRUCT STORMWATER PONDS AT DESIGNATED PROJECT AREAS. POND SHALL
BE UTILIZED AS TEMPORARY SEDIMENT BASIN DURING CONSTRUCTION-
S. INSTALL SILT FENCING, DROP INLET PROTECTION, AND CHECK DAMS AT
DESIGNATED PROJECT AREAS.
4. COMPLETE IMPROVEMENTS AS INDICATED.
5. STABILIZE AND SEED ALL AREAS NOT TO BE FURTHER DISTURBED BY
CONSTRUCTION ACTIVITIES IN ACCORDANCE WITH THE PROJECT VEGETATION PLANE
6. RESEED AS NECESSARY TO ESTABLISH FINAL VEGETATION.
7. ADDITIONAL MISCELLANEOUS EROSION CONTROL MEASURES MAY BE REQUIRED
WHEN DEEMED NECESSARY BY THE CONTRACTING OFFICER OR THE NCDENR'S
LAND QUALITY SECTION.
8. REMOVE ACCUMULATED SEDIMENT FROM STORMWATER POND AT COMPLETION OF
CONSTRUCTION.
9. REMOVE SILT FENCING, CHECK DAMS, AND GRAVEL CONTROL ENTRANCE ONCE
VEGETATION IS 95% ESTABLISHED.
MAINTENANCE PLAN
I- THE PROJECT NPDES CONSTRUCTION PERMIT REQUIRES THAT EROSION CONTROL
DEVICES AND STORM WATER OUTFALLS BE INSPECTED WEEKLY AND WITHIN 24 HOURS
OF A 1/2-INCH RAIN EVENT. IT SHALL BE THE RESPONSIBILITY Of THE CONTRACTOR
TO CONDUCT THESE INSPECTIONS AND MAINTAIN RECORDS UNTIL THE AREA HAS
STABILIZED, EVIDENT BY 95% VEGETATIVE GROWTH FOR AREAS RECEIVING SEEDING. TO
FACILITATE RAINFALL MONITORING, A RAIN GAUGE IS REQUIRED TO BE ON -SITE. ONCE
STABILIZATION HAS BEEN ACCOMPLISHED, INSPECTION RECORDS ARE TO BE
FORWARDED TO THE CONTRACTING OFFICER AND ALL TEMPORARY EROSION CONTROL
MEASURES REMOVED- THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING COMPLIANCE
WITH All PERMITS AND PUNS. ANY CHANGES MUST BE APPROVED BY THE STATE
PRIOR TO EXECUTION. A COPY OF THE EROSION AND SEDIMENTATION CONTROL PLAN,
LETTER OF APPROVAL AND NEVES CONSTRUCTION PERMIT MUST BE MAINTAINED BY
THE CONTRACTOR AT THE PROJECT SITE.
2. ALL AREAS WILL BE FERTILIZED, SEEDED, RESEEDED AS NECESSARY, AND MULCHED
ACCORDING TO SPECIFICATIONS IN THE VEGETATION PLAN IN ORDER TO ESTABLISH AND
MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. ANY SEDIMENT TRACKED ONTO THE
ADJACENT ASPHALT ROAD SHALL BE REMOVED ON A DAILY BASIS.
3- SEDIMENT SHALL BE REMOVED FROM BEHIND SILT FENCING. CHECK DAMS, AND
DROP INLET PROTECTION WHEN THE SEDIMENT ACCUMULATES TO A DEPTH OF SIX
INCHES (6� MAXIMUM.
OFS 4IAWSPE
"HIWen.A� CH[ J.4AYg14, P.E
asSAA,c"NO '-L suDMIrTEW ar.
2 �� DESIGN O0. MWXR. WASIBIIW. PE.
4 cAL
l eTWA - � AI+PRq/Ep PANG OW fCW
NN AJ�AOYa� L,16FACTORYN
LIMN
.r cl.I A r•n..
rrr�juj— ,1 °A
A ,,, -
CS
MARINE CORPS BASE
ulf LfJEIJIE.rwrx ulxuw,
CONSTRUCT PARKING LOTS,
HADNOT POINT AND FRENCH CREEK
MARINE CORPS BASE, CAMP LEJEUNE, NC
COVER SHEET
N,IE Mff mEIOH w IMVFX NAWIXG NZ
F aoosl 6n'3s7e
MR IXWSTR.WHIR M.NItlIAi1)BOIM
sc L IIWr MARC M .1m SHEET 01 OF 26

4P]3$ 1
PARKING LOT
ENV Ii �ILgNG 313 Ay:
M C-5) Cam,
off
SITE LOCATION MAP - BUILDING 313 AREA NOT TO SCALE
1770
SITE LOCATION MAP - BUILDING 1747 AREA J CNOT TO SCALE
j3 L n tq �% rc
a
rsi 4\
%
SITE LOCATION MAP - BUILDING FC-255 AREA NOT TO SCALE
31 �
�srwcer }
4
SITE LOCATION MAP - BUILDING FC-308 AREA NOT TO SCALE
FC-115
t' �.
I rIn Q
(ANEW PARKING LOT
FC-375
WC-17 M
SITE LOCATION MAP - BUILDING FC-375 AREA NOT TO SCALE
2LA
DISCLOSURE OF INFORMATION
THE CONTRACTOR SHALL COMPLY AS FOLLOWS.
A THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTORS ORGANIZATION
ANY UNCLASSIFIED INFORMAL REGARDLESS OF THE MEDIUM (E.G.FILM, TAPE, DOCUMENT),
PERTAINING TO ANY PART OF THIS CONTRACT OR ANY PROGRAM RELATED TO THIS CONTACT, UNLESS
1. THE CONTRACTING OFFICER HAS GIVEN PRIOR WRITTEN APPROVALOR
2. THE INFORMATION IS OTHERWISE IN THE PUBLIC DOI BEFORE THE DATE OF RELEASE
B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE
MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS
REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAIS BEFORE THE PROPOSED DATE OF
RELEASE.
C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT NI EACH SUBCONTRACT UNDER
7HI5 CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE
THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.

6' OAK
\ IX. B'_ \
6. OAK
\
C/L EX. DITCH
IX. 30' RCP
I \ / /
6. /� ICI I
I (MAR
ASP T
CURB,
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A'6' ST 1614 o s
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NEX. ASPHALT
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IX. ASPHALT
CURB, TO REMAIN
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1513 II
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EX. TOP OF BANK- oA \ EX TREE CANOP� 1 1 I 1431 EX. ASPHALT /
1 EA i[''I'"'g 11 36,6VtX \
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IX. TRFF CANOPY \ 'I lEX_ TOP OF 8WK x1o.10 \\ \ \ \\'i �i/YF30 \'2`
7'r+' APPROX. EXTENT OF-12-� \
E%. TREE CAl1�PY �� 1546
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1 1II I :0.6J \ '10�� �-� > / EX. TOP OF BANK
24904
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6O. /
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IX. TOP OF &NK�
/ ]9IS2 i / �� � // 1115
€2 '
�\ C/L EX.
/ A , (WILDING 313 - EXISTING CONDITIONS AND DEMOLITION PLAN
C-2 C-2 SCALE: 1-=20'
E%. TOP OF BANK
CX /x bYS \O
30" RCP
6 c'IX. ASPHALT
ASV PARKING
\\
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\ Ut.
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VX. AASNULTPARKING
\v
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.11 19�04
IX. CONCRETE
SIDEWALK
TO REMAIN
�..,
,C IX. AN
PARKING
GENERAL CONSTRUCTION NOTES:
I. THE LOCATION AND DEPTHS OF EXISTING UTILITIES SHOWN ARE
APPROXIMATE. THE CONTRACTOR SHALT 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 IHOSE 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 CLARIFY
3. GRADE EVENLY BETWEEN SPOT ELEVATIONS SHOWN.
4. PROVIDE ALL TRENCH SECTIONS IN ACCORDANCE WITH DETAIL H,
SHEET C-20.
5. ALL DISTURBED AREAS SHALL BE VEGETATED IN ACCORDANCE WITH
THE PROJECT VEGETATION PUN. SEE DETAIL J, SHEET C-20.
Q REMOVE EXISTING CONCRETE SIDEWALK.
O2 REMOVE AND PRESERVE EXERCISE EQUIPMENT. REINSTALL
LOCATION SHOWN ON C-3.
Q3 REMOVE EXISTING TREE.
DISCLOSURE OF INFORMATION
THE CONTRACTOR SHALL COMPLY AS FOLLOWS:
A THE CONTRACTOR %KEE NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTORS ORGANIZATION
ANY UNCLASSIFIED INFORMATION, REGARDLESS OF THE MEDIUM (E.G. FILM, TAPE, DOCUMENT),
PERTAINING TO ANY PART OF THIS CONTRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS
I. THE CONTRACTING OFFICER HAS OVEN PRIOR WRITTEN APPROV/✓; OR
2 THE INFORMATION IS OTHERWISE IN TIE PUBLIC DO" BEFORE THE DATE OF RELEASE.
B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE
MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS
REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE THE PROPOSED DATE OF
RELEASE.
C. THE CONTRACTOR AGREES TO NOUDE A SO" REQUIREMENT IN EACH SUBCONTRACT UNDER
THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REOJE95 FOR AUTHORIZATION TO RELEASE
THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.

1 IX. CONCRETE
SIDEWALK
/
C/L EX. DITCH
/
INV=6.28
/ A
IP
X 0 A
EX BAN
E% ASPHALT
C PARKING /� I
E%. AHALT G
C PARKINGSPO;.
TBM "WAG"
� /
EtEV. 16.25 /
R3' /
2
UILDIN 41
FEE=16.90'
a /
,8 4 WHHE >�54 SEE ENLARGED VIEW B, SHEEf C-4
B3
° /
E%. 30" RCP R3RS
Y6
S /
99
RELOCATED
EQUIPMENT
E%ERCISE
mo rc aeuK
1 Y
R=50.O0
L-16.30'
I WHITE
C/L IX. DITCH I.
i P
\ 1a
\ NEW StORMWATER ��
I.I \POD
SENTibN SHEET CN E4
E.
4 TOP BAR-WHI
C/L EX. DITCH /
E%. TOP
Of BANK - oo�/ / \
IX. TOP OF BANK_I
Y/ IX. TOP OF BANK
C/L EX. DDCH /
A BUILDING 313 - SITE LAYOUT PLAN
SCALE: 1"=20' o INV=5.27
EX. 30' BOB
EX ASPHALT
C PARKING
VL1 1 Ll. �.i
20 0 10 20 40
CPIPHC SGNE 1' - 2W
GENERAL CONSTRUCTION NOTES:
1, THE LOCATION AND DEPTHS OF EXISTING UTILITIES SHOWN ARE
APPROXIMATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SCANNING
THE AREA OF WORK TO IDENTIFY TO HIS OWN SATISFACTION THE EXTENT
OF UTILITIES PRESENT INCLUDING THE UTILITIES INDICATED TO BE PRESENT,
THOSE NOT SHOWN AND THOSE SHOWN TO BE IN A DIFFERENT LOCATION.
2. PHYSICAL SITE FEATURES OUTSIDE THE AREA OF WORK OR THOSE
FEATURES NOT RELEVANT TO THE WORK BEING PERFORMED ARE NOT
SHOWN FOR CLARITY.
3. GRADE EVENLY BETWEEN SPOT ELEVATIONS SHOWN.
4. PROVIDE ALL TRENCH SECTIONS IN ACCORDANCE WITH DETAIL H,
SHEET C-20.
5. ALL DISTURBED AREAS SHALL BE VEGETATED IN ACCORDANCE WITH
THE PROJECT VEGETATION PLAN. SEE DETAIL J, SHEET C-20.
NEW WORK ITEMS (THIS SHEET ONLY)
QI NEW ASPHALT PAVEMENT SECTION, SEE DETAIL A, SHEET C-19.
O2 NEW CONCRETE SIDEWALK. SEE DETAIL B, SHEET C-19.
0 NEW CONCRETE WHEEL STOP. TYR OF 45, THIS SHEET.
SEE DETAIL E. SHEET C-19.
® NEW PAVEMENT MARKINGS. SEE DETAIL F, SHEET C-19.
(D NEW STOP SIGN. SEE DETAIL G, SHEET C-19.
DISCLOSURE OF INFORMATION
THE CONTRACTOR SHALL COMPLY AS FOLLOWS:
A THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION
ANY UNCLASSIFIED INFORMATION, REGARDLESS OF THE MEDIUM (E.G. FILM, TAPE, DOCUMENT),
PERTAINING TO ANY PART OF THIS CONTRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS
1. THE CONTRACTING OFFICER HAS GIVEN PRIOR WRITTEN APPROVAL, OR
2. THE INFORMADON IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE.
IF REQUESTS FOR APPROVAL SHALL IDFNIIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE
MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SWWL SUBMIT ITS
REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE THE PROPOSED DATE OF
RELEASE
C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER
THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE
THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER

6` OAK \
\ 18�'�\
6' OAK \
1 STORMWATER PERMIT
25,107 SF (0.58 AC)
% BLLA = 65.73
CA EK. DITCH__( Z - 0.71
EX. 30'
EX. CONCRETE
SIDEWALK
ST
\ �, / IX. ASPHALT? `
-L//B, \l( C PARKINGx.
B� `
,52
71
ASPNAI
PARKING
16
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- �.
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17 f2E
/
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55� •,�i
6
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6.0 fi.0 ``,\ 16.25'
I
x1613 1656
1
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1 1
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15 76'
15.74 -�/J 16.I
1aS
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6
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15.60• 17 0 0
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13
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-102
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NEW STORMWATER
DETENTION POND !If
SEE SHEET C-5 FORBANK
PLAN, SECTION h DETAILS
EX. TOP
A BUILDING 313 - SITE GRADING PLAN
[-I C-4 SCALE: 1'=20'
741
NEW STORMWATER OUTLET PIPE
(SEE SHEET C-5) J
2 I =6.:
! o
�I I
IX. TOP OF BANK
S / /
� 6m E%. TOP Of BANK
C/L EX. DITCN�
EX. 30' RCP
1
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1 48
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1 \I
1 P5m 6' 6 LEANING 41 /
.6szs / FEE=16.90' /
6 /
\1 {6
jobIRE!4
' SEE ENLARGED VIEW 'B', THIS SHEET
Ir '< / /
-41
4�
/ 15.5I
`\ x 13.M i
\I 7
I I
I I /
3 I
•15 IULDNG 311
\ IX. ASPI
--�'12.91
1\\
NEW 12 5 6 ��
� N=12.5 1 G 4
I I
\\ 21 /
12.9.
LIMITS OF DISTURBANCE
45.420 SF (1.04 AC)
DITCH
F 18`
h (2)
/ A
SPECIAL SEEDING NOTE:
CUT 8 FILL SLOPES 3:1 OR FLATTER WALL, WITHIN 7 CALENDAR DAYS OF
COMPLETION OF ANY PHASE OF GRADING. BE PLANTED AND PROVIDED WAIN
TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES
SUFFICIENT TO RESTRAIN EROSION_ ADDITIONALLY, 'WITHIN 7 DAYS, SLOPES
STEEPER THAN 3.1 SHALL BE PROVIDED WITH TEMPORARY OR PERMANENT
GROUND COVER, AND SHALL BE PLANTED.
c IX ASPHAI
\ PARKING
wn+
STORMWATER NOTE --
NEW ASPHALT PARKING AREA = 15,860 SF
IXISTING SIDEWALK TO REMAIN = 642 SF
NO WETLANDS EXIST WITHIN
THE PROJECT LIMITS OF DISTURBANCE
10 0 5 10 A 20 0 10 20 b
GRN1IC c+l r. Y - t0' GRAPHIC SGVE V - 2Y
I
I
16.0 I
/ I
CIXH i�
PAR
.0 15.74
15.8
16. NEW ASPFMLT SPEEDTABLE
/
I
c 1
4
c NEW ASPHALT, 16.)
\ PARKING y /�16.1 �6.1
• 6.2
1 16.34
�//116.34 BUI LNG 1
EX. CONC/tETE=16.40'
STOOP, TO R(LWN
I
B ENLARGED SITE GRADING PLAN
C-N C-4 SCALE: 1'=10'
L THE LOCATION AND DEPTHS OF EXISTING MUTES SHOWN ARE
APPROXIMATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SCANNING
THE AREA OF WORK TO IDENTIFY TO HIS OWN SATISFACTION THE EXTENT
OF UTILITIES PRESENT INCLUDING THE UTILITIES INDICATED TO BE PRESENT,
THOSE NOT SHOWN, AND THOSE SHOWN TO BE IN A DIFFERENT LOCATION.
2. PH61CAL SHE FEATURES OUTSIDE THE AREA OF WORK OR THOSE
FEATURES NOT RELEVANT TO THE WORK BEING PERFORMED ARE NOT
SHOWN FOR CLARITY.
3. GRADE EVENLY BETWEEN SPOT ELEVATIONS SHOWN.
4. PROVIDE ALL TRENCH SECTION$ IN ACCORDANCE NTH DETAIL H.
SHEET C-20.
5. ALL DISTURBED AREAS SHALL BE VEGETATED IN ACCORDANCE WITH
THE PROJECT VEGETATION PLAN. SEE DETAIL J, SHEET C-20.
NEW WORK ITEMS (THIS SHEET ON
INSTALL
Q INSTALL SILTVEL FENCNG..SEE DETAILE. B, SEEETEAIL A, SHEET C-20.
C-20
Q3 CONSTRUCT 4:1 VEGETATED SCALE. SEE DETAIL C, SHEET C-20.
0 INSTALL CHECK DAM. SEE DETAIL 0. SHEET C-20.
QS NEW DROP INLET SEE DETAIL E. SHEET C-20.
©INSTALL DROP INLET PROTECTION. SEE DETAIL F. SHEET C-20.
O7 INSTALL INLET/OUTLLT PROTECTION. SEE DETAIL G, SHEET C-20.
DISCLOSURE OF INFORMATION
THE CONTRACTOR SHALL COMPLY AS FOLLOWS:
A THE CONTRACTOR SII 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 GONIRACT 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 SI NL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, TE
MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS
REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE THE PROPOSED DATE OF
RELEASE.
C. THE CONTRACTOR AGREES TO INCLUDE A SIINLM REQUIREMENT N EACH 5119CGHIRICT UNDER
THIS CONTRACT. SUBCONTRACTORS SwLL SUBMIT REQUESTS FOR NRIgPoZATON TO RELEASE
THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.

a
1NL.a
`32A
_D lIDOLF 15• RCP N 0.5%
\ R'
T
/ C
+12.8
-NEW DIM
6 \ cV
RIM=125 C
INV=7.5 k 129
1
O
V
NV=7.0
X \ 6 65
OH
k O
L
a 2z• 1XN rn � �°' 6.5�
I
7 SEE VIEW 2. THIS SHEET
+9s o �7.5 8-
9 -�-
---- . " SLT k
EX. TOP OF -HANK
^i\
EX. TOP OF BANK 2
TIE
�)
C/L EX DITCH
/ A \ BUILDING 313 - STORMWATER POND PLAN
C-4 C-5 SCALE: 1-=10'
AND AMENDMENTS
\ W, AC c7D
DATO� 7CbJ
�� J988
I. THE CONTRACTOR SHALL BE REOURED TOCOLLECT A MINIMUM BE TWO SOL SAMPLES
AT A DEPTH OF 6 INCHES FROM SEPARATE AREAS Of THE PERIMETER SHELF AREA HE EACH FOxD.
2. THE SAMPLES SHALL BE SUBMITTED FOR ANLYSS PER RECOMMENDED ME AMENDMENTS FOR
THE PLNINGS SPECIFIED.
3. THE CONTRACTOR SWAL PRANCE SOTS AMENDMENTS NECESSARY TO NllUST WE PH, CREME
CONTENT AND SOIL TEXTURE TO MEET THE FOLLOWED:
PH VAUE 55 10 20
ORGANIC CONVENT 5% MINIMUM BY DRY WEIGHT
SOIL TEXTURE TOMMY SAKI WITH NO NEW THAN IDS CLAY
4. ANY SOL AMENDMENTS SILL BE ADMITTED AND MIXED INTO ME TOP 6 INCHES HE `AIL DEPTH
5, THE WE SHILL BE FINE GRADED TO REMOVE AL STONES OR RCOR GREATER THIN I INCH DIAMETER
PUP INSTALLATION D ESTMUS METH
I. THE CONTRACTOR STYLE UTILIZE FRESH, NURSERY RASED PANTS AS SPECIFIED IN THE PLANT UST.
2 All RANTS SHAM BF INOTPMED MTHIN 48 HOURS OF RECEIPT FROM THE NYJRSERY AND Sw BE
MARTNNFD WON ADEQUATE MOISTURE AND SUE TO "MAN THEN VHATUR.
3 PLANTS SWYL BE INSTATED BY HAND AT THE SPACING SPEGHED.
4. NEWLY INSTALLED RANTS SHALL BE WAIERD IMMEDIATELY AFTER INSTALLATION UNLESS THEY ME
NSUANIED IN A SUBMERGED SHELF AREA
1L-
3 1 L-
AEC{TA1NE SNFlf 10
1 STORMWATER POND CROSS-SECTION
C-5 C-5 NOT TO SCALE
3.0B--
h
N
:��A
CA
c9 l_ ` IT \\ \\� o
9.21
15' CMP O C/L EX. DBCH,
INV=6.7
�8 7� �.fl4Nk�\'
\CQ\ 3
to
I
POINTING RFSTPoCIION$
I. PUNTING SHALL ONLY OCCUR DURING THE MONTHS BE MPoL THROUGH JUNE DR SEPTEMBER THROUGH
ROVEMBER FOR SHALLOW LAND KNEW JAMNG5. SHALLOW WATER PUNTING SPAll ONLY OCCUR BETWEEN
AORL I THROUGH ALLY 15.
2. FEE STORMWATER PONDS CONI OULSDE ME PLATING WINDOW, TEMPORARY VEGRADION SW1
BE ESTM USHE➢ ON THE S UM LAND POINTING AREAS UNTIL THE PUMPING WINDOW 6 REACTED,
PANT AING�A ET NM
1. THE CONTRACOH SELL INSPECT Al' PAINTINGS ON A WEEKLY BASS FOR THE FIRST W Gn AFTER
PUNTTE THE CONTRACTOR CHILL W-ER INC. PLMN15 AS NEEDED TO ENSURE SCRNVAL.
2. AFTER W DIn, ANY pI 'U) DEC OR DYING PIPPS SHALL R REPLACED WITH THE SAME SPECIES.
3. THE CONTRACTOR SOUL NMRAN. ALL PARINGS FOR A MINIMUM PERIOD OF 12 MONTHS AFTER
NS6wATION.
DISCLOSURE OF INFORMATION SYM
TIE mMMDmR M4ME COMPLY M wunWs: 1 DWD COMMENTS
A BE CONTRACTOR SMALL NOT RELEASE ro MIG E ORSR THE CONMMTON's ORGAM7.UON
MY UCTASEATED INFORMATION. REGARDLESS OF THE WNW HEAD. FRY. TAPE, DOCUMENT),
RETURNING m ANY I'NT BE IRS COMPACT OR ANY PROXAM RELATED m ME CONTRACT, UA6S
1. TE CON@AXTMG ULCER HAS GIVEN PRINT WIIIEN APPRMVA; OR
1. ME NFOfOLATON 6 DERRIERE N ME PI.9C DOMAIN BEFORE TBL GlE OF RELEASE.
a rEaEsrs FOR MPRavN sLLL ODN@Y nE sPE61C NFaaLaax m a RETFasm. nE
REDMN ro BO ECONDUC TE FBRRLi FOR TE RFIEASF. mE THE
PROPOSED
BE NS SOLID PRECAST CONCRETE BOX
REQUEST ro nE rwxMAclwc aFFEER a IfAST 45 Gn aFaE 11E INDPOSFD GTE a
C. THE COTPKTOE AGMLS m NCLLOE A AIIM RFOLYEYENf M FALH SL4OIIWLT IMDW ' STRAPS 2
T T. COTTORS SXNL SL4WNf REWFSS ERE ARNOfa1Al10M ro PFIfISE
THROUGH mPRIME CONTRACTOR i0 1XE COIIWCIWG OFFICER. IN (ONCRI
T CICAL
' i1PICAL
PERIMETER SHELF PLMNTING LIST
PLANTING LOCATION
SCIENTIFIC NAME
COMMON NVAE
WE
LYUq WIIA WA
VINJA MDNfA
IRES ARUMNA
BLUE MG W6
LARGE PLUG
x
PELTANDRA MONICA
ARROW ARUM
URGE PLUG
A
SALJTTMA LANCIFOLE
BULLTONGUE
INLEE PLUG
A
SANTORA UTFOE
DUCK POTATO
URGE PLUG
x
SPARGANIUM AMEPoCANUM
BUR -REED
LARGE PLUG
X
217AKCPSIS MILVCU
WATER MILLET
URGE RUG
X
PROVIDE EVEN NUMBER W SPECIES PLATED AT 18' 0C. IN All DIRECTIONS WITH
TEN FOOT WIDE PERIMETER SHELF PROVIDE A MIXTURE OF EACH LANE SPECIES SO
AS TO PROVIDE APPROXIMATELY 33% COVERAGE OF THE PERIMETER SNEEF IN EACH
LANDING ZONE WEB SPECIES SPECIFIED FOR EACH PLANTED ZONE.
W
T 0 -
TEMPORARY POOL ELEVATION = 7.75', AREA = 4,186 SFQ
w L
-- - --- - iEVPoPARY POOL=].IS-� - --
-EIEVATON=65' } EI£YADION=6.5'
0 -
f1NATG=65' RWLWFNT POOL EIfVADION = 7.0'
SEIXYENT CUFANDUT ELEVATION_35_ SFIIMEM OfuNDui EI£VATON = 1.5
2 _--_ �T IL- -------------- 1
FOREEAY ELEVATOR = 25 2 POND BOTTOM ELEVATION = 05'
i4 ALUMINUM BAR GRAZING M 4• QC. /
ITT p FIT n
C SCREW PVC OUTLET DEVICE
ANCHORED
MIN.
E I I
I I I
L2•x2-xl/4• CONTINUOUS FRAME-N[LDED
30 LF CORRUGATED
+ + J METAL PIPE
3/6-x4- ALUMINUM EXPANSION
BOLTS AT V ON CENTER
C2� I
L------ �
TRASH SCREEN-44 ALUMINUM BAR W 4° O.C. PLAN
EACH WAY WELDED TO FRAME
10-YEAR PEAK 3/8•14• ALUMINUM EXPANSION 3' WIDE 11/4• THICK GALVANIZED
L2•x2•xl/4• CONTINUOUS FRAME -WELDED STAG BOLTS A7 1' ON CENTER IN CONCRETE 12• MIN. METAL STRAPS 24' O.C. ANCHORED
TOP RISER ELEV = 8.5' (TYPICAL OF 4)
4• SCREW TYPE CAP - GROUT ANNULAR SPACE
WITH NON -SHRINK GROUT 30 LFlS• CORRUGATED
P 6„ METAL PIPE
iAnFDT 111o11 nW Wrm nr„ - 111ELEV -775
4' PVC PLUG PATH 3/4• HOLE DRILLED ELEV = 6.0'
12•
TOP OF FOOING = 4.5' TT f^
BOTTOM OF FOOTING = 3.5' iE
/ 2 \ STORMWATER POND OUTLET STRUCTURE
C-5 I:-5 SCALE: 1-=10"
GENERAL CONSTRUCTION NOTES
1. THE LOCATION AND DEPTHS OF EXISTING UPUTES SHOWN ARE
APPROXIMATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SCANNING
THE AREA OF WORK TO IDENTIFY TO HIS OWN SATISFACTION THE EXTENT
OF BELIEFS PRESENT INCLUDING THE UTILITIES INDICATED TO BE PRESENT,
THOSE NOT SHOWN, AND THOSE SHOWN TO BE IN A DIFFERENT LOCATION.
2. PHYSICAL SITE FEATURES OUTSIDE THE AREA OF WORK OR THOSE
FEATURES NOT RELEVANT TO THE WORK BEING PERFORMED ARE NOT
SHOWN FOR CLARITY.
3. GRADE EVENLY BETWEEN SPOT ELEVATIONS SHOWN.
4. PROVIDE ALL TRENCH SECTIONS IN ACCORDANCE WITH DETAIL H,
SHEET C-20.
5. ALL DISTURBED AREAS SHALL BE VEGETATED IN ACCORDANCE WITH
THE PROJECT VEGETATION PLAN. SEE DETAIL J, SHEET C-20,
NEW WORK ITEMS (THIS SHEEP ONLYI
Q2 LT�FENCING. SEEENTRANCE.L CONTROL DEAILB, SHEET C DETAIL A. 20 SHEET C-20.
INSTALL SS
Q3 CONSTRUCT 4:1 VEGETATED SWALE. SEE DETAIL C. SHEET C-20.
® INSTALL CHECK DAM. SEE DETAIL D, SHEET C-20.
QS NEW DROP INLET. SEE DETAIL E, SHEET C-20.
© INSTALL DROP INLET PROTECTION. SEE DETAIL F, SHEET C-20.
Q7 INSTALL INLET/OUTLET PROTECTION. SEE DETAIL G, SHEET C-20.
N AREA TO B WGRATED IN ACCORDANCE
MATH NE PROJECT NEGiMZMN PLAN
PROVIDE PLANTINGS SPEIULL AROUND
TILL POND PERIMEIFA (10 EDGE STRIPE
J1
3
-V 9' CLEAR F-
4• PVC STUBBED INTO BOX
3 CLEAR
LEV fib
ECTION
P 1
ro
�1 �^ "CT 3 W`4vA5:3 i
BY: A�
10 D 5 10 20
GRAABC SCALE, 1' - 10'
u: U - *d- ,
30• WOE x 9• THICK CONCRETE
ANCHORAGE FOR PIPE
PONE SIACE/STORAGE RELATIONSHIP
STAGE
ELEVATION
MADE)
TOTAL VOLUME ABOVE
PEMARENT POOLO
R
JOR
2)32
005
FT
75 R
}979
I6781.0
R
8.0 FT
4,393
3.77120
R
90 R
5.277
8.60622
R
9.2 R
5468
9681
STORMWATER DETENTION EYE.0 TABLE
FOREBAY ONLY
CONTOUR
NUDIST)
A VOL CF
CUMM. VOL25
10
0
30
60
40
96
0
40
50
19914
189
60.
3322E6
455
65
411
1E6
LU
20
829]10
951
POND ONLY
CONTOUR
AR SF
AVG. MEANT)
A VOLUM
CUMM. VOL.
0.5
87 SF
1.5
188 SF
20
251 SF
220
110
I10
3.0
402 S
327
327
437
4.0
SH SF
494
494
931
50
W3 SF
695
695
1626
6.0
1052 SF
928
928
2554
65
1190 SF
1121
561
3115
2O
1903 SF
1547
]J1
3809
NOTE:
THE PROJECT NPOES CONSTRUCTION PERMIT REQUIRES THAT EROSION COUNCIL DEVICES AND STORM WATER CUTFALLS
BE INSPECTED WEEKLY AND WITHIN 24 HOURS OF A 1/2-INCH RAIN EVENT. R SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO CONDUCT THESE INSPECTIONS AND MAINTAIN RECORDS UNTIL THE AREA HAS STABILIZED,
EVIDENT BY 95% VEGETATIVE GROWTH FOR AREAS RECEIVING SEEDING. TO FACILITATE RAINFALL MONITORING, A RAIN
GAUGE IS REQUIRED TO BE ONSIDE. ONCE STABILIZATION RAS BEEN ACCOMPLISHED, INSPECTION RECORDS ARE
TO BE FORWARDED TO THE CONTRACTING OFFICER AND All TEMPORARY EROSION CONTROL MEASURES REMOVED. THE
CONTRACTOR IS RESPONSIBLE FOR MAINTAINING COMPLIANCE WITH ALL PERMITS AND POUFS ANY CHANGES
MUST BE APPROVED BY THE STATE PRIOR TO EXECUTION. A COPY OF THE EROSION AND SEDIMENTATION
CONTROL PLAN, TEARER OF APPROVAL AND NPDES CONSTRUCTION PERMIT MUST BE MAINTAINED BY THE CONTRACTOR
AT THE PROJECT SITE.
E

ASPINLTIC CONCRETE SURFACE COURSE
24 0,
B' ARC flASE
24• RNS MlCHOR Y AHRW.DC CONCfQtE wRFAL£ COURSE
}000 PSI CWCREIE (IYP. Of OF 2 2) d
Ix SMOOTH FINISH
IT SEIE[i RLL '''1.
4' ABC NASE
_I I � �cauPAcrm wlzwix III—_
STANDARD PAVEMENT SECTION a _� 1 1 COMPACTED W13GR4E
SECTION A -A 24• REHW 15
3.aa0 Pv cavcRErE
SMOOTH i1M5H A ANCHOR (1YP. OF 2)
ASPHALT JOGGING TRAIL
N
A NEW PAVEMENT SECTION m�
C-1, C-II, CJ C-19 NOT TO SCALE C-I C-19 NOT r0 SCALE
L= A
6'
PLAN
MOTH AS INDICATED
T
tNISH GRADE 6K6 WWF TO/10
NOTES:
I. PROVIDE EXPANSION ARTS ALONG All EXISTING STRMCNRES AND WALE
AND AT 50' INTERVALS NWG SIRNPJfT SECTIONS Of WALK.
2. PROVDE CWTPALIXIN JOINTS AT 5'-0' INICRVALS AND AT ALL CWNGES IN
NEC" OF WALK, CONIRILTIgI JOINTS SMNL & 1/8' WCE X 3/4' DFTP.
3. Ht WNTRMTgi SWLL HALL TW we ff TO ENSURE A FtUSH
INSTuLAM MTN EXISTING 9 W&KS TO REuuR
B CONCRETE SIDEWALK SUB
NOT TO SCALE
7 C-3 -19
AS INDICATED
6• 1 — ----- I --I-EXPANSION JOINT
\ L (2) PAL CONTINUOUS
STONE OR ASPHALT -SEE PLANS
coMPAcreD 'a A iz Q.c.
SUBGRADE EACH WAY
IHICKENED YAB ALONG ALL EDGES. CJ = CONTRACTION JOINT, SEE DETAIL D, THIS SHEET
C CONCRETE APRON
C-TIC-I9 NOT TO SCALE
3I /B'1 I/4"
SAW CUT I'—'1 TOP OF SLAB
JOINL SEALANT I, ' ' _
I
3/R'r
1/2" DIAMETER BACKER ROD
AW CUT
A TI1 1/6.
TYPICAL CONTRACTION J0114T (CJ)
D SLAB -ON -GRADE JOINTS
C-uc-19 NOT TO SCALE
E CONCRETE WHEEL STOP
C-7, C-I I, C-J C-19 NOT TO SCALE
e
SOLID SPACE DESIGNATION LINE -WHITE
I-12* MIN. WIDTH —I
STOP R.AR-WHITE
F PAVEMENT MARKINGS
C-7, C-II, C-3 -19 NOT TO SCALE
STOP
4'A4• SPT 2m
WOOD POST ALL SIGNAGE AND SIGNAGE PLACEMENT
YT. SHALL CONFORM TO NCDOT STANDARD
N0. IW.56 AS DEPICTED IN THE KEPT
ROADWAY STANDARD DESIGN MANUAL.
STOP SIGN _
G NEW SIGNAGE
C-3 -19 NOT TO SCALE
DISCLOSURE OF INFORMATION
THE CONTRACTOR SHALL COMPLY AS FOLLOWS:
A THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION
ANY UNCLASSIFIED INFORMATION, REGARDLESS OF THE MEDIUM (EG. FILM, TAPE, DOCUMENT),
PERTAINING TO ANY PART OF THIS CONTRACT OR MY PROGRAM RELATED TO THIS CONTRACT, UNLESS
1. THE CONTRACTING OFFICER HAS GIVEN PRIOR WRITTEN APPROVAL; OR
2. THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE
B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE
MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE THE CONTRACTOR SRALL SUBMIT ITS
REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE THE PROPOSED DATE OF
RELEASE.
C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER
THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATON TO RELEASE
THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.

I?° -I
6" LAYER OF COARSE AGGREGATE (2'-3')
0 0 0
o° o°
00 00 o
OVER 12' LAYER OF STONE BASE COURSE
0000
0
O° 000
o°O°
MAINTENANCE
I. MAINTAIN ENTRANCE CONDITION.
10
00,000
THIS MAY REQUIRE
0 0000
REPLACEMENT OF STONE.
O°O°O°O
o
EDGE OF EXISTING)
ROADWAY PAVEMENT
A GRAVEL CONTROL ENTRANCE
C-& C-12, C-4 -20 NOT TO SCALE
-1 -
SELF -ANCHORING
METAL POST 0 6' O.C. MAX
12 GAUGE 6'K6' WIRE MESH
FILTER FABRIC
8' BURY
<t-- FLOW
-71 \%
MAINTENANCE
1. INSPECT STRUCTURES WEEKLY AND AFTER AT
LEAST A 1/2- OR GREATER RAINFALL EVENT.
2. REMOVE SEDIMENT FROM BEHIND SILT FENCE
PRIOR TO N REACHING A MAXIMUM DEPTH OF
SIX (6) INCHES.
�NOT
CENTIPEDE SOD
\
�1
AP INDICATED AS INDICATED
CENTERLINE ELEVATION AS INDICATED
C VEGETATED SWALE
C� -ZU NOT TO SCALE
1 C-I
12' THICK NCDOT #57
STONE ON UPSTREAM SIDE
\ Opp 000
O �1 -
/ 3
FILTER CLOTH
12' THICK NCDOT J57 WASHED S15,
STONE ON UPSTREAM SIDE I�i CLASS B
I RIPRPP
MANIENANCE
F CONSTRUCT CHECK DAM OF RIP RAP STONE PLACED
IN ACCORDANCE WITH DETAIL.
2. SEDIMENT BEHIND THE CHECK DATA SHALL BE
REMOVED PRIOR TO THE LEVEL REACHING WITHIN 6'
OF THE CENTERUNE CREST OF THE DAM.
3. SHOULD SCOUR DEVELOP AT THE DOWNSTREAM END,
IT SHALL BE REPAIRED IMMEDIATELY.
D CHECK DAM
C-4 -20 NOT TO SCALE
'1 -1
:RFlEIE JOTS
ALL 4 CORNERS
_CONCRETE C011M-PRONDE M
GRASSED M ONLY, GMT
WI PAVED AREC
PLAN
E DROP INLET
C-4 -20 NOT TO SCALE
1 -T
FRAME AMC r2 j4 CONE
RIM
T mot' WDE CONCRER CUWA
PPE OD. i 12' B' CONCRETE
� GRWf ENFWNCE
0
PIPE
5' STEEL POST
�2'Xs KEY
%5 0 12' O.C. E'M
COLPACTEO BASE
a X
/57 STONE
BURED OPECUON WIRE -
FOR NUN-METAWC PIPE -
SEE SPEC FOR BURY
REOUREMENTS
SEE SPECS FOR BURY
ROWIREMERM
FOURIED WARNING ONO
IOENTIPCAT" TAPE
MNY MAN
BE AS INDIGTEO
12' 1 O.D. OF 1 12'
WE
PIPE TRENCH SECTION - WITHOUT BEDDING
-20 NOT TO SCALE
L1
ll�u
u�
TEMPORARY VEGETATIVE SEEDING
(PRIOR TO ESTABUSHING PERMANENT VEGETATION)
NOT
AFTER COMPLETION OF GRADING ACTINTIES AND THE
UNIFORMLY GRADE A SHALLOW
CONSTRUCTION OF SWALES, ALL EXPOSED AREAS SHALL
DEPRESSOR APPROACHING THE MILEi.
BE SEEDED TO THE FOLLOWING SPECIFICATIONS:
SEED BED
19 GAUGE
HARDWARE CLOTH (1/2' OPENINGS)
LIME 1-1/2 TON PER ACRE
PLAIN
NOT:
FERTILIZER 1/2-TON PER ACRE
5' STEEL POST
PRONDE CURB INLET PRORCnOR
SEED
AT All DRAINAGE STRUCTURES
RYE GRAIN 50 LBS PER ACRE
TAIL FESCUE IDO LBS PER ACRE
65 THICK NCDOT
MAINTENANCE:
157 STONEEAROUND
L
t. INSPECT STRUCTURES WEEKLY
SUPPLEMENTAL SEED
RANDEAL
AFTER AT LEAST A 1/2' OR GREATER
MAY AUGUST:
PERIMETER
RAINFALL EVENT
CENTIPEDE 5 CBS PER ACRE
HEN
2. CLEAR DEBRIS NIO REPLACE STONE
\
�\
/j
AS NEEDED.PROCEDURE
]. REMOVE ACCUMULATED SEGMENT
WHEN IT REACHES A MAXIMUM DEPTH
A RATE WHICH WINSURE APPROXIMATELY
STRAW MULCH SHALL BE APPLIED THE
COVERAGE OF THE SEEDED AREA. THE STRAW AND SOWN SEED WLL BE UGi TDISCESCED
CATCH BAST
\ \/\
OF INCHES.
INTO THE BED TO GVE IT FURTHER RESISTANCE TO FLOWING AND WASHING. THE
\
URY FABRIC
CONTRACTOR SHALL GUARANTEE A FULL STAND OF GRASS OVER THE ENTIRE
\
DISTURBED AREA. IF NECESSARY THE CONTRACTOR WILL WET DOWN THE AREAS TO
CATCH BASIN
ASSIST IN SEED GERMINATION OR AID IN GROWTH IN TIMES OF EXCESSIVELY DRY
WEATHER. A STAND OF GRASS WILL BE CONSIDERED ACCEPTABLE WEN THE ENTIRE
SECTON
_
STAND OF CRASS IS AT LEAST FOUR INCHES HIGH AND HAS ACHIEVED AT LEAST 95%
COVERAGE OF DISTURBED AREAS. RESEEDING PALL BE REWIRED AS NECESSARY BY THE
CONTRACTOR TO OBTAIN THE SPECIFIED STAND OF GRASS.
F
DROP INLET PROTECTION
C-/
-20
NOT TO SCALE
PERMANENT VEGETATION
ALL DISTURBED AREAS NOT COVERED WITH BUILDINGS, PAVEMENTS, OR OTHER
-I -IS C-I
IMPERMEABLE SURFACES SHALL BE SODDED WITH CENTIPEDE SOD AS THE FINAL/
PERMANENT VEGETATION.
SPECIAL SEEDING NOTE:
CUT k FILL SLOPES WILL, WITHIN 7 CALENDAR DAYS DAYS OF COMPLETION
OF ANY PHASE OF GRADING, BE PLANTED AND PROVIDED WITH TEMPORARY
OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT TO
RESTRAIN EROSION.
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OUTLET PIPE
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FLOW � oo RIP RAP
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PLAN
OUTLET PIPES C
MIN MUM
FLOW � MAXIMUM
CLASS A NON -WOVEN FILTER FABRIC
SECTION A -A
ID A B C D E MIN. RIP RAP SIZE MAX. RIP RAP SIZE
TYPICAL 15"-18' 4' 1 8' 1 10' 1 14" 6' 19"
MAINTENANCE:
1. INSPECT STRUCTURES AT LEAST WEEKLY AND AFTER
ANY RAINFALL EVENT GREATER THAN ONE-RLLF INCH.
2. IMMEDIATELY MAKE ALL NEEDED REPAIRS.
G INLET OUTLET PROTECTION
C-I -20 NOT TO SCALE
� C-i -1
VEGETATION PLAN
-20 NOT TO SCALE
DISCLOSURE OF INFORMATION
THE CONTRACTOR SHALL COMPLY AS FOLLOWS:
A THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION
ANY UNCLASSIFIED INFORMATION, REGARDLESS OF THE MEDIUM (E.G. FILM, TAPE, DOCUMENT),
PERTAINING TO ANY 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 BE RELEASE.
B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE
MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS
REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE THE PROPOSED DATE OF
RELEASE
C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER
THIS CONTRACT. SUBCONTRACTORS SRAL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE
THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.