SW8121205_APPROVED PLANS_20130321

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 1 Z a 2 a 5
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2013 p 3 2 1
YYYYMMDD

LOUTS ROAD PARKING LOT -CAMP LEJEUNE, NC
PROJECT NO. P1266
/
>Id sbaro us >o
Kinston Dover
ew Bern
GS�
e
Tuscarora
��'�`�"\`^`=J�
ems. �%
Trenton
OAK
GROVE
/ /
c
Seven
—
\ CHERRY
POINT
I
Springs
Pollacksville tl
I
o
Olive
Havelock
O(wa�
I
Pink Comfort
Maysville
I
Hill
L
r I
(
L
Richlands
eaufortt
orehead City
I
1
I
'saw
Deulaville
� /
r
Jacksonville
\
y�
Swansboro
c
Veron
Rosehill
ti
G
Dixon
CAMP LEJEUNE
�
3 Wallace
Folkstone
os
PROJECT
Ridge
LOCATION
Durgow /H/olly
r
Wards Corner
�
w
pstead
JH/am
Scall Hill
"
Acme
P
Delco
Wilmington �
k 76 Leland
c° Bolton
Q'
I
O
ps
kJ)
R
U
1
v
as NI vn YI
— WAS
.nu..
L M]IdOIW
.�
u Lu2wT
w �virxa
B OBron
F
E
gog
O
F-
o
z
Y a
x
`L
jf
Q
o
a
C
z
Q
N
W
0
W
W
Q
J
�
N
�
z
7
W
0
W5
J
J
(0
�
LL
ps B] 15 Wi, Q
REC ED
AS Wann
FEB 14 2013�i-��-�
VICINITY MAP [� LOCATION MAP BY:-_� 12639650
T ,i
� srxc No w,tE G-001
z A
I L
6°I H I1M1NF]OM1{..(S-0.V' N M

F,
z I
LEGEND:
XE ISTING
NENV
CIVIL ABBREVIATIONS:
TOP OF CURB OR CONCRETE (TC) ELLVATCN
13
&T,Iy'�
BLDG BUILDING
ELEVATION OF WilEfl, PAVEMFNf OR GROUND
C.C. CENTER TO CENTER
COMM. COMMUNICATION
g9�M1
20.55\
CONST. CONSTRUCTION
SPOT ELEVATION
CP CONTROL POINT
�,Bfl
ELEV ELEVATION
TOP OF WALL (TW) HrvATKIN
EXP. EXPANSION
FT FEET
BTUMINWS PAVEMENT
GAIN. GALVINIZED
/
INV INVERT
JTS JOINTS
CENITRI ARCH/SWAIE
MAX./MAX MAXIMUM
MH MI
CONCRETE (CONC.)
CONK
IMUM
MIN./MIN MINE
_
NTS NOT TO SCALE
O.C. ON CENTER
A
PCC PORTAND CEMENT CONCRETE
POUNDS PER SQUARE INCH
CURB AND GUTTERP.S.I./PSI
R RADIUS
REINFORCED CONCRETE PIPE
EDGE OF WOODS
�'
RDP ROAD
REOb REQUIRED
FENCE
S.S.
TBM TEMPORARY BENCH MARK
SIGN
T
T
TYP TYPICAL
TOP OF BANK (T.O.BJ
TOR —
MANHOLE
or. MH
DEMOLITION NOTES
UTUTY POLL
0
1. REMOVE AND DISPOSE OF EXISTING
MANMADE SURFACE FUTURES WITHIN THE LIMIT OF
WORK INCLUDING BUILDINGS, STRUCTURES, PAVEMENTS,
WORK
tEtE/COMM. MN
(1)
CURBING, FENCES, UTILITY POLES, SIGNS, ETC.
UNLESS INDICATED OTHERWISE ON THE DRAWINGS.
STORM PIPE
2. EXISTING UTIUTES SHALL BE TERMINATED, UNLESS
OTHERWISE NOTED, IN CONFORMANCE WITH STATE,
CATCH BASIN
LOCAL, BASE AND INDIVIDUAL UTRNY COMPANY
STANDARDS, AND DETAILS. THE CONTRACTOR SHALL
TBM
COORDINATE UTILITY SERVICE DISCONNECTS WITH THE
UTILITY REPRESENTATIVES.
FARED END SECTION
3. DISPOSE OF DEMOLMON DEBRIS IN
ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND
OUTLET STRUCTURE
O
LOCAL REGULATIONS, ORDINANCES AND STATUTES.
aT PENCE
LAYOUT NOTES
TREE PROTECTION
1. ANY PROPERTY LINE MONUMENTATION DISTURBED
DURING CONSTRUCTION STALL BE SET OR RESET BY A
PERMANENT POW.
PROFESSIONAL LICENSED SURVEYOR.
DRAWING
REFERENCE
NUMBER
NAVFAC
DRAWING
NUMBER
GENERAL
I
C-001
12639650
TITLE SHEET, VICINITY AND LOCATION MAPS
CIVIL
2
C-001
12639651
INDEX OF DRAWINGS B GENERAL NOTES
3
C-101
12639652
EXISTING SITE & DEMOLITION
4
C-201
12639653
SITE LAYOUT PLAN
5
C-301
12639654
GRADING h DRAINAGE PALN
6
C-401
12639655
EROSION & SEDIMENT CONTROL PLAN
7
C-501
12639656
SITE DETAILS
8
C-502
12639657
SITE DETAILS
9
C-503
12639659
EROSION CONTROL NOTES
10
C-601
12639660
PRE -DEVELOPMENT DRAINAGE AREAS
11
C-602
12639661
POST -DEVELOPMENT DRAINAGE AREAS
12
L-100
12639fi62
LANDSCAPE PAIN
SHEETINDEX
NOT TO SCALE 4 v
0
GENERAL NOTES:
1. UNLESS OTHERWISE INDICATED, ALL EXISTING STRUCTURES
AND FACILITIES SHALL REMAIN.
2, ALL DIMENSIONS ARE TO FACE OF BUILDING, FACE OF CURB
AND/OR EDGE OF PAVEMENT UNLESS OTHERWISE INDICATED.
3. SOD (CENTIPEDE) ALL DISTURBED PERVIOUS AREAS WITHIN
THE LIMITS OF CONSTRUCTION UNLESS OTHERWISE SPECIFIED.
T NO EARTHWORK SHALL BE PERFORMED UNTIL ALL SOIL
EROSION AND SEDIMENT CONTROL DEVICES ARE IN PLACE.
5., ALL GRADE TRANSITIONS BETWEEN NEW AND EXISTING SHALL
BE SMOOTH AND GRADUAL WITH NO SHARP OR ABRUPT
CHANGES.
6. COORDINATE THE WORK OF ALL TRADES - VERIFY ALL FIELD
CONDITIONS, QUANTITIES AND DIMENSIONS PRIOR TO
COMMENCEMENT OF WORK. ANY DISCREPANCIES SHALL BE
PROMPTLY BROUGHT TO THE ATTENTION OF THE CONTRACTING
OFFICER.
7. EXECUTE ALL WORK WITH CARE TO PROTECT FROM DAMAGE
ALL ADJACENT EXISTING FEATURES THAT ARE TO REMAIN. ANY
SUCH DAMAGE SHALL BE REPAIRED OR REPLACED TO MATCH
THE ORIGINAL CONDITION AS APPROVED BY THE CONTRACTING
OFFICER AT NO ADDITIONAL COST TO THE GOVERNMENT.
E. FINISHED GRADE OF TOP SOIL (AFTER COMPACTION) SHALL
BE 0.5 INCH TO I INCH (MAXIMUM) BELOW TOP OF
ABUTTING PAVEMENTS, SIDEWALKS AND CURBING,
9, ALL HOLES, DEPRESSIONS, EXCAVATIONS, ETC. CREATED AS A
RESULT OF DEMOLITION SHALL BE BACK -FILLED, GRADED AND
SEEDED.
10, CONTAMINATED SOIL SHOULD NOT BE ENCOUNTERED,
HOWEVER, IF CONTAMINANTS ARE SUSPECTED THROUGH
ODORS OR VISUAL INSPECTIONS DURING EXCAVATION
OPERATIONS, STOP WORK AND IMMEDIATELY CONTACT THE
CONTRACTING OFFICER FOR FURTHER INSTRUCTIONS.
11, THERE ARE NO KNOWN GROUNDWATER MONITORING WELLS
WITHIN THE PROJECT SITE, HOWEVER, IF AN UNMARKED WELL
IS DISCOVERED AND INADVERTENTLY DAMAGED, STOP WORK
AND IMMEDIATELY CONTACT THE CONTRACTING OFFICER FOR
FURTHER INSTRUCTIONS.
SURVEY NOTES:
UTILITY NOTES
1. EXISTING UTNDES SHOWN ARE APPROXIMATE ONLY AND BASED ON FIELD SURVEYS, AVAILABLE RECORDS, VERBAL
INFORMATION AND/OR PHYSICAL FEATURES. THE CONTRACTOR SHALL OBTAIN DIGGING PERMITS PRIOR TO START OF
EXCAVATION. AT LEAST 15 DAYS PRIOR TO STARTING EXCAVATION WORK, ME CONTRACTOR SHNL CONTACT THE
CONTRACTING OFFICER TO ALLOW WNW OF EXISTING BURIED UTILITIES.
All EXISTING UNDERGROUND UTILITIES IN ME WORK AREA MUST BE POSITIVELY IDENTIFIED BY A THIRD PARTY, INDEPENDENT,
PRIVATE UTILITY LOCATING COMPANY AND COORDINATED WITH THE CONTRACTING OFFICER. ANY MARKINGS MADE DURING THE
UTILITY INVESTICATION MOIST BE MAINTAINED THROUGHOUT THE CONTRACT.
WHENEVER CONTRACT WORK INVOLVES CHIPPING, SAW CUTTING, OR CORE DRILLING THROUGH CONCRETE. BITUMINOUS
ASPHALT OR OTHER IMPERVIOUS SURFACES, ME THIRD PARTY, INDEPENDENT. PRIVATE LOCATING COMPANY SHU1 LOCATE
URUTY DEPTH BY USE OF GROUND PENETRATING RADAR (CPR), X-RAY, BORE SCOPE, OR ULTRASOUND PRIOR TO THE
START OF DEMOLITION AND CONSTRUCTION. OUTAGES TO ISOLATE UNLTIY SYSTEMS MUST BE USED IN CIRCUMSTANCES WHERE
UTILITIES PRE UNABLE TO BE POSITIVELY IDENTIFlED. ME USE OF HISTORICAL DRAWINGS DOES NOT ALLEVIATE THE
CONTRACTOR FROM MEETING THIS REQUIREMENT.
PRIOR TO CONSTRUCTION, THE SITE SHALL BE SCANNED WITH ELECTROMAGNETIC AND SONIC EQUIPMENT AND THE
GROUND SURFACE MARKED WHERE EXISTING UNDERGROUND UTILITIES ARE DISCOVERED.
THE CONTRACTOR WILL TAKE THE NECESSARY PRECAUTONS TO PROTECT THE EXISTING UDULES AND ANY DAMAGE TO THE
UTHUTIES SHALE BE IMMEIATELY REPAIRED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL BE REQUIRED AND
AGREES TO COMPLY WITH ALL ME PROVISIONS OF THE GOVERNMENT, STATE AND UTILITY FOR UNDERGROUND DAMAGE �v
PREVENTION AND HEREBY AGREES TO HOLD THE GOVERNMENT HARMLESS AGAINST ANY LOSS, DAMAGES AND CLAIMS OF ANY
NATURE WINTSOEVER ARISING OUT OF FAILURE TO COMPLY WITH SAID PROVISIONS.
2. THE LOCATIONS, SIZES, ANDTYPESOF EXISTING UTILITIES ARE SHOWN AS AN APPROXIMATE REPRESENTATION
ONLY. PRIOR TO ORDERING MATERIALS AND BEGINNING OF CONSTRUCTION THE CONTRACTOR SHALL VERIFY AND
DETERMINE THE EXACT LOCATIONS, SIZES, AND ELEVATIONS OF POINTS OF CONNECTIONS TO EXISTING UTILITIES
AND. SHALL CONFIRM THAT THERE ARE NO INTERFERENCES WITH THE EXISTING UTILITIES AND THE PROPOSED
UTILITY ROUTES, INCLUDING ROUTES WITHIN THE PUBLIC RIGHTS -OF -WAY.
3. WHERE AN EXISTING UTILITY IS FOUND TO CONVICT WITH THE PROPOSED WORK, OR EXISTING CONDITIONS DIFFER
FROM THOSE SHOWN SUCH THAT THE WORK CANNOT BE COMPLETED AS INTENDED, THE CONTRACTOR WILL
NOTIFY THE CONTRACTING OFFICER IN ACCORDANCE WITH FAR 52.236-2.
4. SET DITCHES IN ACCORDANCE WITH ELEVATIONS ON THE GRADING PLANS.
5. RIM ELEVATIONS FOR DRAIN AND SEWER MANHOLES, WATER VALVE COVERS, GAS GATES, ELECTRIC AND TELEPHONE
PULL BOXES, AND MANHOLES, AND OTHER SUCH ITEMS, ARE APPROXIMATE AND SHALL BE SET/RESET AS
FOLLOWS:
A PAVEMENTS AND CONCRETE SURFACES: FLUSH
B. ALL SURFACES ALONG ACCESSIBLE ROUTES: FLUSH
C. LANDSCAPE, LOAM AND SEED, AND OTHER EARTH SURFACE AREAS: ONE INCH BELOW SURROUNDING
AREA AND TAPER EARTH TO THE RIM ELEVATION.
6. MAKE ARRANGEMENTS FOR AND BE RESPONSIBLE FOR PAYING FEES FOR POLE RELOCATION AND FOR ALTERATION
AND ADJUSTMENTS OF GAS. ELECTRIC, TELEPHONE, FIRE ALARM, AND MY OTHER PRIVATE UTILITIES, WHETHER
WORK IS PERFORMED BY THE CONTRACTOR OR BY THE UTILITY COMPANY.
7. FURNISH EXCAVATION, INSTALLATION, PAID BACKFILL OF ELECTRICAL FURNISHED SITEWORK RELATED ITEMS SUCH AS -
PULL BOXES, CONDUITS, DUCT BANKS, LIGHT POLE BASES, AND CONCRETE PADS. CONTRACTOR SHALL FURNISH
CONCRETE ENCASEMENT OF DUCT BANKS IF REQUIRED BY UTILITY COMPANY AND AS INDICATED ON THE DRAWINGS.
1, THE TOPOGRAPHIC SURVEY WAS COLLECTED BY NAVFAC MIDLANT NC-IPT STAFF.
2. CONFIRM THE LOCATION OF ALL ITEMS PRIOR TO THE START OF CONSTRUCTION.
3. NO WETLANDS WERE EVIDENCED WITHIN THE LIMIT OF WORK.
4. THE EXISTENCE, SIZE AND OR LOCATION OF UTILITIES ARE NOT GUARANTEED BY THE SURVEY, UTILITIES SHOWN ARE BASED ON ABOVE GROUND
STRUCTURES AND AVAILABLE UTILITY PLANS, THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION.
5. BENCHMARKS: HORIZONTAL DATUM: NORTH CAROLINA STATE PLANE NAD83 VERTICAL DATUM: NAVD88
PW-114
N 34031R.6021
E 2503523.8808
14
F o
O
SG, Z z
0
i� Q
�0 Cl. m
z �Q z
O
w Q N
w
w
� � z
z
w O o
wE J w
U
iJ j to
t W
rC N
EZ$
IN
n
5

L
C
E
CLEARING LIMIT POINTS
PANT A
NORTHING
FASTING
01
339258.0169
1 2503338.5045
C2
3393J0.6526
25034]0.3239
F
�W=77--Trml
000 TOe�µ19e z99 VM) Vv0 19$ T90 T91 19.9 !_ _
JO ---� 000000 29' .zee .zea \ -
/gU1WNED UH _. �_ n
O 06_ B.O
50 0 Z48
O o P91�
a J¢J IXISi1NG GE O< I .-I2J \ -... -_ .- FPA VENf TIN = \
EXIS P .)2o F
Tgs / \
\ rT9e r29J Iy
05 L0
i
aJlJ \ I
. JLJ •J09 1 9
i \
EXISTING TOP I
OF flauK
I /
0R
DISTURBED E
AGE DRAINPFEA z69 F o
8Z
ti �
Z
JO J 11,J tl 1 �
28 _ Q o Y
A17D> j� Q o
Jae C % GRUB EA IN / _ 29 / / / �T�' // `°01 / L / / / o
PREa o
D 18 EXISTING DITCH / C)
PROPOSED PARKIN LO �Q
.J« ,J46 / -28 zq;� // '� 1LJ 29 Q v1
J,e AND EGRADING i / N / // / / z O F
«J10 \� \ 22 \`\ Z ir
M 25.62
0 cm
cm
J \ EXISTING DITCH
�I FEB 14 7W3 z
AS NOTED
J9EW3
/ ll� illlll-ll-i-llll
0 10' 20' 40' "`"` 2639652
20 s I2
M C-101
A 5

rv[ wy[: >:\wrl�mew\Cm�r wig^•41imx\m:o-r�Wznmv_vlxes-uary [•vm.a•. czrva. ew\P�. e - o.q"\�\[1viz� [zn wmvlzes-naves-c-rvla.e uron wr[: c-roi sn[ uian our a[anm: tn�,eaq. reenary �.. xoi� - z,r.om us[n:.�llom...onn
r
c
I
is
ob1=F0
I
�\ u• o. III I I
m 1 III I
I
� � I
�Y I
`a
LN s .sue%�
24.00'
I I
Im n I I
I x i u• B� I (I I I I II
(TYP)
YJ 1 yg
m
D24.00' d o
II (TYP.) -^ iiji
31I4'03
/♦—
It i I
I Irr 'iol
T
(•L � y 9 � I I
' 2 00',
N.
50
(T)I
\ I. I' �I Sj S� I !
ti
02 �' 02
(n"P .) h..
AL FACILITIES ENGINEERING COMMAND - MID -ATLANTIC
s rum vmrv. a rwu[ nemx - xommx vxalx
AP LEJEUNE JACKSONJILLE, NORTH CAROUNA
P-1264 LOUIS ROAD PARKING LOT
SITE LAYOUT PLAN
----7—
■C
No
IN
III
fj

FU NME P:\NaRM1_Cere1,,C\temp L,.... \WAON\Ip10_'.NI......_PI3Cfi-UIdM1 Erppnm IwRlwne Bq'\Re+e 0 - Ongn\CM\<\PIgAS_Len NwfP1E65-MA165-C-]01'J�q UIOJr xuR'. C-]01 40.1L4W UA [RVNILL MN KOaF9. w,ercfNa. MartA M. n:1 - 1., VSEB..�Aiem+ enry
i
IMIM
O O O
Ii f�
p
f
u.0
S
291
2
0
n
um
250
• <�
1
•f �r
i
� v
•'a
O O
O 11
m
/
250
�
1N
7
2
O n
0
c
Z
li
� 6
O
I
0
q
1
I
J
a
0 0 0
Elm
I
^V,y
�r
I iI
91 �1
a
gg
R
awaa
OP 1XE 1U'T 1 M fKV1— PIRIRAT C T
NAVAL FACILITIES ENGINEERING COMMAND —MID-ATLANTIC
NAVAL
mws wx cw+ rt «a� Haan -war \naa
�
f
5
�` a
�
MCS CAMP LEJEUNE JACKSW LE, NORM CAROLLNA
i
o
1
N�
>
o
P-1264 LOUIS ROAD PARKING LOT
9
GRADING AND DRAINAGE PLAN
5
n

nl[ xA4L P\HOM W,orno\Gmo 111—\u IWN\M I0_W41%1) ' Mz -uNll Lemon:Ion 1-11 we -APh— e - I.,{ \u1\1\11 1e5_L-, FwaFUSs-11111C-e0I dwg uK WE: C-e01 ENSiox a D SmwLxl Wxlea %Ax Pe07ED'. w IeWry rmewry u, zou - ulom US[x, 01m,sAnney
r
x o
0 0
J1 _ 0 eo 0
00 0 0
a� m
q a
4 4 i
b OI
e
I
a o o00 0
o
S m w. /ai; III 1Po 0
000 0
oc
I
o�
4 I
4�
1 I — O 001
O I 0
O. 00 o0c O
1 _
I
1 \
I—
lll�jl 00 \ 4 0 o �ao 800 I
a I I
+
�'0 000
ti o��\
g om o
\ \ I 800
II
�a� I
\ 000 C
Oa i �~
/ m I
m
� W
e
o —
o�
o
0
000 0
$ � Do',wruwr or me W.vr xevu renurl¢ wewEexlxc cauwxo � $ x � 5 3
NAVAL FACILITIES ENGINEERING COMMAND —MTD-ATLANTIC A 3 gp
t / "' N $ �i d WLYf RKS WKIx fwPolvu M W.wL SlAttw - MWIXN NFOWN � Y � y � � a
@ mx MOB CAMP LEJENNE JACKSONMILLE, NORTH CAROLINA
p m 1 P-1264 LOUTS ROAD PARKING LOT
0 bFx4
EROSION AND SEDIMENT CONTROL PLAN a p
n

A
u
IZ
APHALT
•
CONCRETE PAVEMENT
_ L.
L
L
6" AGGREGATE
BASE COURSE
COMPACTED SUBGRADE
6-
THICK. EDGE
USE AT CONNECTION TO ASPHALT
TYPICAL CONCRETE
ASPHALT CONNECTION
D1
NOT TO SCALE
C-201
MINIMUM 2.0 INCHES OF ASPHALT
CONCRETE, NCDOT TYPE SF9.5A
PRIME COAT
MINIMUM 8.0 INCHES OF AGGREGATE
BASE MATERIAL. SIZE NCDOT TYPE
ABC. COMPACTED TO AT LEAST 95%
OF THE MODIFIED PROCTOR (ASTM
D 1557).
8" COMPACTED SUBGRADE COMPACTED
i�\��\j�\jam\jam\jam iTO
AT LEAST 95% OF THE MODIFIED
PROCTOR (ASTM 0 1557).
TYPICAL ASPHALT PAVEMENT
NOT TO SCALE C-201 C1
JOINT SEALANT, REFER DETAIL THIS SHEET
JOINT SPACING TO MATCH WIDTH
t/4 DEEP
SAWED JOINT
TYPICAL CONTROL JOINT
NOT TO SCALE ' C-201 61
1/4" R SEE PLAN FOR WIDTH
`1 SLOPE TO DRAIN (1 /4'
4-INCH CONCRETE SIDEWALK
�\ 4,000 PSI, TYPE II CEMENT
COMPACTED SUBGRADE
TYPICAL CONCRETE SIDEWALK
NOT TO SCALE C-201 v
'CONTRACTION JOINTS TO
MATCH WIDTH CONSTRUCTION
JOINTS 50' C.C.
- -
NO PROJECTION OF
C•VE GROUND LINE
TOP Of FILL
TOP Of FILL
/,TOP X ni-l-
v •'v •. `'}jvfi,r +,.•a,-••.�y\�'•'rv'i
4
i,.
\EARN
'(>�r�gfi�•r.•
-••'•ENE
WND
UNE —D
.y?-.•,yY}/♦♦/'(�o"i
LOOK UP
R
'•••:�♦@.�,v'`�.�.
LINE
y $S'�/'iv/'A
EARN
MIN, 1/10' I25n/%/////////�.X.
4' BEDDING
BEDDING
BEDDING
'PENSION TO BE MAINTAINED
I
RRM
SUPPING WIC
PIPE PROJECTING ABOVE GROUND LINE
ZCTOP OF FILL
y yyI',J��.p,yeyy,•• 4' 1
, � -
I:S
?i:..•.., •Y
1^e[
KIND
0
NE
a—
LLe •./'
••.g`,vsM•.
. • Sa,.•-
v,.gfL:+.Lv.3
r..Ap3•,'>♦7>
♦�`r �>)
• �i/. �.
(
:.MATE AL
•• • •• •
BEIDDING
ROCK FOUNDATION•
FIRM
•• •
OTHERWISE UNSUITABLEMATLRIAL
EAR
BEARING WE
•FT, YIELDING OR
CULKATS LESS THAN P-191m n. UP TO Mla (PIPE PRO.ECTON ABOVE GROUND UNE) ® BEDDING MATERIAL IN ACCORDANCE MM SECTION W21 03 OF TIE ROAD AND BRIDGE SPEPFlCAPCNS.
N.D..61m
CULWATS MERE E-.91m AND OAR fLYIBt< RPE ® BACNfRL MATERIAL IN ACCORDANCE MM SECTION 30103 OF 1NE ROAD .0 BRIDLE SPECI11CAlI0N5.
.-D..91m AS SING. ON TABLES
MEMCO 'A' PPE SECOND SHALL BE USED
AS f0.LOn UNLESS OMERMSE NOTED H.HEIGHT 6 COWR MEASURED MOM TOP Of DRAINAGE ® EMBANKMENT '
ON PLANS: STRUCNRE TO FINISHED MADE. BEDDING REQUIREMENTS DETAILED UNDER MEMOS A, PROJECTING CONDITION. ARE APPLICABLE TO METHOD BI AND B2.
RIGID PIP
Ilu$ UP TO 9AI (NO PROJECTIM OF PIPE
ABDA GRouHO urvc)
INSTALLATION OF PIPE CULVERTS AND STORM SEWERS �G�Y
NOT TO SCALE C-201 \/
BAR OR STEEL FABRIC
REINFORCING
LL�'� 4 6"
4'-0"
SECTION A -A
SPIGOT END ON INLET END SECTIONS
HUB END ON OUTLET END SECTIONS
DP A A
2'-6" 2 -6
FRONT ELEVATION PLAN `
e
_ FULL WIDTH OF TRAVEL LANE -I
z
1 1/2" 0 GALV.
STOP BAR STEEL POST
B4 w/cAP —
Nor To SCALE c-201
FLARED END SECTION 1 " CONCRETE PIPE
NOT TO SCALE C-301 A3
i
FINISHED
4,000 P.S.I.
CONCRETE -
1[
11
5F
o
E
Rg
9
zQ
o
MUTCO RI -I
WIDTH: 30"
HEIGHT: 30"
z J
�L
YQ
Z
F`oN Y
12
a
C)
U
z
a
N
a
G,
1
Fr w
US
O
cc
w
�
i
7
N
CEIV
w
wli;cm
O
J
_ cm
a FEB 14 2013 �
i <
a
.,. I
Z M
,..
NOTE: ALL SIGNS SHALL BE
BOLTED TO POST
STOP I N
NOT r0 SCALE C-201 0
A 5
C-501

r
1 I �
L. SET POSTS AND EXCAVATE A 4" x 82. ATTACH WIRE FENCING TO
TRENCH UPSLOPE ALONG THE LINE OF POSTS. THE POSTS.
6•
12-1/2 GAUGE MIN.
(STfF< SMESH SPACING
6" MAX.
/
STEEL POST g••
IMBED 24"
3- ATTACH THE FILTER BARRIER FABRIC TO THE 4. BACKFILL AND COMPACT THE
WIRE FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL.
�j
FILTER BARRIER —
FABRIC HEIGHT
18"-24" ABOVE
GRADE
NOT TO SCALE
[IIYC. YAiIALYfL YAiiA
O AHOE, UV RE95TAVT
ww TEASAF SPRNCIN
PClrtlXvlExE LWWAR
9 AMCADE rABRII
MIN.
4u,wuB.C. —i
uu 1.33 Ie./lr STOOL POST
...I�E.
1. INSPECT STRUCTURES WEUY AND
A7TR AT LEAST A 1/2- OR GREATER
RuxEAll DITTO.
_ 2. REMIM SEDIMENT r BEHIND SILT
FENCE PRIOR TO IT REACHING A
WIMUM DEPTH OF 6 INCHES.
D. SET POST 4' O.C.
HERMON. AREAS
EXTENSION OF FABRIC AND
WIRE INTO THE TRENCH.
WIRE
FILTER
BARRIER GROUND LINE
g FABRIC
1 24" (STEEL)
NOT TO
1' BIN
V BAFFLI
t
1/4- ALUMINUM
STEEL PLATE
1/2.0 S.S. BOLTS —�
4 EACH SIDE (TIP)
BAFFLE
2' BAFFLE
KEYSTONE CAP UNIT
— STANDARD
UNIT BLOCK
—UNIT DRAINAGE FILL
(3/4" CRUSHED
ROCK OR STONE)
lD
1/8" - 1/4" 1D
1 8"
Note:
When site conditions require, wrap drainage
Tile in 3/4" aggregate and filter fabric with Foundation Soil
drainage Composite or aggregate back drain
system, as directed by geolechnical engineer.
TOP OF BAFFLE=22.05
1/2'0 SS, BOLTS p
4 EACH SIDE (TYP)
6' PVC SCREW BOITOMNOF
TYPE PLUG WEIR=26.55
ORIFICE ELEV
FIFV. = ]6E
S. BAFRE�25.40
U
6' PVC TEE FOR --
ORIRCE PIPES
DRILLED CAP
ELEV. 25.00
6- PVC CAP DRILLED
FOR 1.25' OPENING —
SECTION BOTTOM EL— 24.00
NOTES:
PLAN VIEW 1. MODIFIED CONCRETE STRUCTURE PER NCDOT STD 840AA
2, 4,000 PSI TYPE II CEMENT
GRADE
ICED CONCRETE OR
STONE LEVELING PAD
I15- RCP
INV-25.55
SEDIMENT LAYER
= 21.00
BOTTOM OF POND
2n fNl i�itliR�
PROVIDE 2OF CLASS 1 RIP
RAP TO INVERT OF OUTLET PIPE
6- (TYP)
MAR 2 0 2013
11
■[
H
Z O
Z
N `L
Y Q
tp
O C
C H
U N
7
6 O
i
� li /
TREE PROTECTION OUTNOT LET ESTRUCTURE c_3D, A4 1263Q965712
NOT TO SCALE C-100
C-502
4 5

a
L I J
I
CZ
TEMPORARY SEEDING SCHEDULE
NOTE
TEMPORARY SEED MIX SHALL BE USED FOR ALL AREAS EXPOSED GREATER THAN 15 WORKING
DAYS AND SUBJECT TO FURTHER DISTURBANCE. AN ADEQUATE COVER SHALL HAVE 50 SPRIGS
OF BERMUDA OR SERICEA LESPEDEZA PER ONE SQUARE FOOT.
TEMPORARY SEEDING AND MULCHING:
THE KINDS OF SEED AND FERTILIZER, AND THE RATES OF APPLICATION OF SEED, FERTILIZER,
AND LIMESTONE, SHALL BE AS STATED BELOW. DURING PERIODS OF OVERLAPPING DATES, THE
KINDS OF SEED TO BE USED SHALL BE DETERMINED BY THE ENGINEER. ALL ARE IN POUNDS
PER ACRE (KILOGRAMS PER HECTARE).
TEMPORARY
SUMMER
SEED MIX
SPECIES
RATE (LB./ACRE)
MARCH 1 -
SEPT. 1
CRIMPED STRAW
4,000
TEMPORARY
WINTER SEED
MIX
SPECIES
RATE (LE/ACRE)
SEPT. 1 -
MARCH 1
WINTER RYE (GRAIN)
200
KOBE LESPEDEZA
120
APPROVED TALL
FESCUE CULTIVARS'
ADVENTURE
ADVENTURE II
AMIGO
ANTHEM
APACHE
APACHE II
ARID
AUSTIN
BROOKSTONE
BONANZA
BONANZA II
CHAPEL HILL
CHESAPEAKE
CHIEFTAIN
CORONADO
CROSSFIRE II
DEBUTANTE
DUSTER
FALCON
FALCON II
FINELAWN PETITE
FINELAWN
FINELAWN I
GENESIS
GRANDE
GUARDIAN
HOUNDOG
JAGUAR
JAGUAR III
KENTUCKY 31
KITTY HAWK
MONARCH
MONTAUK
MUSTANG
OLYMPIC
PACER
PHOENIX
PIXIE
PYRAMID
REBEL
REBEL JR.
REBEL II
RENEGADE
SAFARI
SHENANDOAH
TEMPO
TITAN
TOMAHAWK
TRAILBLAZER
TRIBUTE
VEGAS
WOLFPACK
WRANGLER
FERTILIZER SHALL BE 10-20-20 ANALYSIS. UPON WRITTEN APPROVAL OF THE ENGINEER, A
DIFFERENT ANALYSIS OF FERTILIZER MAY BE USED PROVIDED THE 1-2-2 RATIO IS MAINTAINED
AND THE RATE OF APPLICATION ADJUSTED TO PROVIDE THE SAME AMOUNT OF PUNT FOOD AS
10-20-20 ANALYSIS.
TEMPORARY SEEDING:
FERTILIZER SHALL BE THE SAME ANALYSIS AS SPECIFIED FOR "SEEDING AND MULCHING" AND
APPLIED AT THE RATE OF 400 POUNDS (450 KILOGRAMS) AND SEEDED AT THE RATE OF 50
POUNDS (55 k9) PER HECTARE. SWEET SUDAN GRASS, GERMAN MILLET OR BROWNTOP MILLET
SHALL BE USED IN SUMMER MONTHS AND RYE GRAIN DURING THE REMAINDER OF THE YEAR.
THE ENGINEER WILL DETERMINE THE EXACT DATES FOR USING EACH KIND OF SEED.
FERTILIZER TOPDRESSING:
FERTILIZER USED FOR TOPDRESSING ON ALL ROADWAY AREAS EXCEPT SLOPES 2:1 AND
STEEPER SHALL BE 10-20-20 WRITIEN APPROVAL OF THE ENGINEER, A DIFFERENT ANALYSIS
OF FERTILIZER MAY BE USED PROVIDED GRADE AND SHALL BE APPLIED AT THE RATE OF
APPLICATION ADJUSTED TO PROVIDE THE SAME AMOUNT OF PLANT FOOD AS 10-20-20
ANALYSIS.
FERTILIZER USED FOR TOPDRESSING ON SLOPES 2.1 AND STEEPER AND WASTE AND BORROW
AREAS SHALL BE 16-8-8 GRADE AND SHALL BE APPLIED AT THE RATE OF 500 POUNDS PER
ACRE (560 KG PER HECTARE). UPON WRITTEN APPROVAL OF THE ENGINEER, A DIFFERENT
ANALYSIS OF FERTILIZER MAY BE USED PROVIDED THE 2-1-1 RATIO IS MAINTAINED AND THE
RATE OF APPLICATION ADJUSTED TO PROVIDE THE SAME AMOUNT OF PLANT FOOD AS I6-8-8
ANALYSIS.
THE KINDS OF SEED AND PROPORTIONS SHALL BE THE SAME AS SPECIFIED FOR TEMPORARY
SEEDING AND MULCHING", WITH THE EXCEPTION THAT NO CENTIPEDE SEED WILL BE USED IN THE
SEED MIX FOR SUPPLEMENTAL SEEDING. THE RATE OF APPLICATION FOR SUPPLEMENTAL SEEDING
MAY VARY FROM 25,# TO 75# PER ACRE (28KG TO 85KG PER HECTARE). THE ACTUAL RATE PER
ACRE (HECTARE) WILL BE DETERMINED BY THE ENGINEER PRIOR TO THE TIME OF TOPDRESSING
AND THE CONTRACTOR WILL BE NOTIFIED IN WRITING OF THE RATE PER ACRE (HECTARE), TOTAL
QUANTITY NEEDED, AND AREAS ON WHICH TO APPLY THE SUPPLEMENTAL SEED. MINIMUM TILLAGE
EQUIPMENT, CONSISTING OF SOD SEEDER SHALL BE USED FOR INCORPORATING SEED INTO THE
SOIL AS TO PREVENT DISTURBANCE OF EXISTING VEGETATION. A CLODBUSTER (BALL AND CHAIN)
MAY BE USED WHERE DEGREE OF SLOPE PREVENTS THE USE OF A SOD SEEDER.
MOW NGG
THE MINIMUM MOWING HEIGHT ON THIS PROJECT SHALL BE 4 INCHES (100 MM).
CRIMPING STRAW MULCH'
CRIMPING SHALL BE REQUIRED ON THIS PROJECT FOR ALL SEEDING OPERATIONS PER
NCOENR.
STRAW MULCH TO BE OF SUFFICIENT LENGTH AND QUALITY TO WITHSTAND THE CRIMPING
OPERATION AND PROVIDE ADEQUATE GROUND COVER.
CRIMPING EQUIPMENT INCLUDING POWER SOURCE SHALL BE SUBJECT TO THE APPROVAL
OF THE ENGINEER PROVIDING THAT MAXIMUM SPACING OF CRIMPER BLADES SHALL NOT
EXCEED 8 INCHES (200 MM).
SOIL AMENDMENTS
TO BE INCORPORATED INTO THE TOP 3 INCHES OF SOIL IN AREAS WITH SLOPES
2:1 OR FLATTER - - - -
• APPLY FERTILIZER (10-10-10) AT A RATE OF 1000 LB/ACRE
• APPLY LIME (GROUND AGRICULTURAL LIMESTONE) AT A RATE OF 4000 LB/ACRE
• APPLY SUPERPHOSPHATE (0-49-0) AT A RATE OF 200 LB/ACRE
MULCH
APPLY 4,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER. ANCHOR MULCH WITH
ROVING, NETTING OR BY TACKING WITH ASPHALT EMULSION AT A RATE OF 400
GAL/ACRE
WATER
MINIMUM OF 1° OF RAINFALL A WEEK (IF NOT SUPPLIED NATURALLY, CONTRACTOR
SHALL SUPPLY THE REMAINING AMOUNT UNTIL GROUND COVER HAS BEEN
ESTABUSHED).
MAINTENANCE
REFERTILIZE IN THE SECOND YEAR UNLESS THE GROWTH IS FULLY ADEQUATE. MOW
WHEN THE AVERAGE PLANT HEIGHT EXCEEDS 6 INCHES. RESEED, FERTILIZE AND
MULCH DAMAGED AREAS IMMEDIATELY.
TEMPORARY SEED BED PREPARATION
1. RIP THE ENTIRE AREA TO 6" DEPTH.
2. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE
REASONABLY SMOOTH AND UNIFORM.
3. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE IN ACCORDANCE WITH
"SEEDING SCHEDULE" AND MIX WITH SOIL,
4. CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS
PREPARED 4 TO 6 INCHES DEEP.
5, SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED UGHTLY WITH SEEDING
EQUIPMENT OR CULTIPACK AFTER SEEDING. SEED ACCORDING TO "SEEDING
SCHEDULE'
6. MULCH IN ACCORDANCE WITH "SEEDING SCHEDULE' IMMEDIATELY AFTER SEEDING.
7. INSPECT ALL SEEDING FOR COMPLIANCE WITH THE REQUIREMENTS OF THE "SEEDING
SCHEDULE". MAKE NECESSARYREPAIRS AND RESEED WITHIN THE PLANTING SEASON,
IF POSSIBLE, OR THE DAMAGED AREA SHALL BE REESTABLISHED FOLLOWING THE
ORIGINAL UME, FERTILIZER, AND SEEDING REQUIREMENTS.
GROUND COVER NOTE:
PURSUANT TO G.S. 133-A57(2), THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO
GREATER THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER
XOEROSION CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT
EXPOSED
WILL, WITHIN 7 TO 14 CALETUDER DAYS COMPLETION OF ANY PHASE OF
GRADING, PLANTED R OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND
COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
PURSUANT TO G.S. 113A-57(3), PROVISIONS FOR PERMANENT GROUNDCOVER SUFFICIENT TO
RESTRAIN EROSION MUST BE ACCOMPUSHED FOR ALL DISTURBED AREAS WITHIN 14 WORKING
DAYS FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
GROUND STABILIZATION:
THE NPDES PERMIT (SECTION II. 8.2) HAS RECENTLY REUSED THE REQUIREMENTS FOR
GROUND STABILIZATION. STABILIZATION SHALL BE ACCOMPUSHED AS FOLLOWS:
PERIMETER DIKES, SWALES, DITCHES AND SLOPES WITHIN 7 DAYS
HIGH QUALITY WATER (HOW) ZONES WITHIN 7 DAYS
SLOPES STEEPER THAN 3:1 WITHIN 7 DAYS
SLOPES 3:1 OR FLATTER WITHIN 14 DAYS
ALL OTHER AREAS W/ SLOPES FLATTER THAN 4:1 WITHIN 14 DAYS
PERMANENT GROUND COVER
ALL DISTURBED AREAS TO BE COVERED WITH CENTIPEDE SOD UNLESS NOTED OTHERWISE.
EROSION CONTROL SEQUENCE OF
CONSTRUCTION
1. INSTALL RCP DRIVEWAY CULVERTS AND TEMPORARY CONSTRUCTION ENTRANCES.
2, INSTALL CULVERT INLET PROTECTION AND EROSION CONTROL PRODUCT AROUND CULVERTS
AND CHECK DAMS IN ALL EXISTING DITCHES AND SWALES AS INDICATED.
3. INSTALL TEMPORARY SILT FENCE AND TREE PROTECTION AROUND THE PERIMETER OF THE
SITE AS INDICATED ON THE EROSION & SEDIMENT CONTROL PLAN PHASE I,
4. CLEAR AND GRUB THE SITE WITHIN LIMIT OF DISTURBANCE. ROUGH GRADE SITE,
CONSTRUCT CHANNELS, INSTALL PROPOSED STORM DRAW SYSTEM AND INLET PROTECTION.
INSTALL OUTLET PROTECTION AT PROPOSED CULVERTS. NO STORMWATER SHALL BE
CONVEYED TO BASINS UNTIL BASINS ARE 75% STABILIZED.
5. INSTALL TEMPORARY SEDIMENT
6. SEDIMENT BASINS THAT ARE ONLY REQUIRED DURING PHASE I ARE NOT TO BE REMOVED
UNTIL COMPLETION OF STORM DRAIN SYSTEM AND UNTIL ALL RUN OFF IS REDIRECTED TO
PHASE II SEDIMENT BASINS. NOTIFY CONSTRUCTION MANAGER AND NCDENR PRIOR TO
REMOVAL.
7. INSTALL BUILDING PAD, UTILITIES, AND SITE WORK.
8, FINISH SLOPES AROUND BUILDINGS UPON COMPLETION OF ROUGH GRADING. LEAVE
SLIGHTLY ROUGH AND VEGETATE AND MULCH IMMEDIATELY.
9. COMPLETE FINAL GRADING FOR PARKING AREAS AND DRIVES AND STABILIZE WITH GRAVEL.
10. COMPLETE FINAL GRADING FOR THE BUILDING.
11. COMPLETE FINAL GRADING OF THE GROUNDS, TOPSOIL CRITICAL AREAS AND PERMANENTLY
VEGETATE, LANDSCAPE AND MULCH.
12. INSPECT ALL EROSION AND SEDIMENT CONTROL PRACTICES WEEKLY AND WITHIN 24 HOURS
OF A 0.5 INCH- MEASURED RAINFALL EVENT. A RAIN GAUGE SHALL BE INSTALLED TO
MEASURE RAINFALL EVENTS. REPAIR ANY DAMAGE IMMEDIATELY TO EROSION AND SEDIMENT
CONTROL MEASURES.
13. INSPECT AND INSTALL ALL EROSION AND SEDIMENT CONTROL MEASURES IN ACCORDANCE
WITH DOCENTS NEW SELF INSPECTION PROGRAM FOR EROSION AND SEDIMENTATION
CONTROL. COPIES OF THE SELF INSPECTION REPORTS SHALL BE PROVIDED TO THE
ROICC'S OFFICE.
14. AFTER SITE IS STABILIZED, DEGRADE SKIMMER BASINS AND INFILTRATION BASIN TO FINAL
GRADES, REMOVE ALL TEMPORARY MEASURES AND INSTALL SOD ON DISTURBED AREAS.
EROSION AND SEDIMENT
CONTROL NARRATIVE
THE EXISTING LOT IS GENERALLY HEAVILY WOODED, WITH A DOG CEMETERY ON THE NORTHERN
EDGE. THE LAND GENERALLY SLOPES DOWN TO EXISTING SERVICE ROAD. THE SITE DRAINS TO
THE EXISTING DITCH ON THE EAST SIDE OF WHITE ROAD.
IN ORDER TO PREVENT EROSION AND CAPTURE SEDIMENTS WITHIN THE PROJECT, THE FOLLOWING
PRACTICES SHALL BE USED AND LOCATED APPROXIMATELY AS SHOWN ON ESC PLAN.
1. CLEARING LIMITS SHALL BE MARKED BY FENCING OR OTHER MEANS ON THE GROUND.
2. DRIVEWAY CULVERTS AND ROCKED CONSTRUCTION ENTRANCE (CE) WILL BE PLACED AT
ENTRANCES TO SITE INDICATED ON THE PLAN.
3. SEDIMENT TRAPS SHALL BE CONSTRUCTED.
4, SILT FENCE (SF) SHALL BE PLACED ALONG SLOPE CONTOURS AT THE LIMITS OF CLEARING.
IN SOME CASES TWO (2) ROWS OF SILT FENCE MAY BE REQUIRED AT THE CONSTRUCTION
INSPECTOR'S DISCRETION.
5. MULCH SHALL BE SPREAD OVER ALL CLEARED AREAS OF THE SITE WHEN THEY ARE NOT
BEING WORKED. MULCH SHALL CONSIST OF AIR-DRIED STRAW AND CHIPPED SITE
VEGETATION.
6. WATER WILL NOT BE ALLOWED TO POINT DISCHARGE ONTO SLOPES. A ROCK -LINED DITCH
MAY BE NECESSARY TO INTERCEPT AND DIRECT WATER TO THE TEMPORARY SEDIMENT TRAP.
7. CULVERT INLET (CIP) SHALL BE PLACED ON THE INSTALLED CULVERTS.
8. OUTLET PROTECTION (OP) SHALL BE PLACED AT OUTLET OF ALL PIPES ON SITE.
9. CHECK DAMS (CD) SHALL BE INSTALLED IN EXISTING DITCHES AND SWALES.
10. DIVERSION DITCH (OD) SHALL BE INSTALLED TO DIVERT SEDIMENT -LADEN WATER TO
APPROPRIATE TRAPS OR STABLE OUTLETS.
11. ONE TEMPORARY SEDIMENT TRAP (ST) WILL BE CONSTRUCTED ON THE SITE.
EROSION AND SEDIMENT
CONTROL NOTES
I. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL
EROSION AND SEDIMENT CONTROL PRACTICES WILL BE
CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM
STANDARDS AND SPECIFICATIONS OF THE NORTH CAROLNA
EROSION AND SEDIMENT CONTROL PLANNING DESIGN MANUAL
(REVISED MARCH 2O09).
2. THE CONTRACTOR SHALL APPLY PERMANENT OR TEMPORARY SOIL
STABILIZATION TO ALL DENUDED OR DISTURBED AREAS
IMMEDIATELY AFTER FINAL GRADE IS REACHED ON ANY PORTION
OF THE SITE. SOIL STABILIZATION MUST ALSO BE APPLIED TO
:DENUDED OR DISTURBED. AREAS WHICH MAY NOT BE AT FINAL
GRADE BUT WHICH WILL REMAIN UNDISTURBED FOR LONGER THAN
21 DAYS. SOIL STABILIZATION MEASURES INCLUDE VEGETATIVE
ESTABLISHMENT, MULCHING AND THE EARLY APPLICATION OF
GRAVEL BASE MATERIAL ON AREAS TO BE PAVED.
3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE
INSTALLED PRIOR TO OR AS THE FIRST STEP IN CONSTRUCTION.
4. THE FREES CONSTRUCTION PERMIT REQUIRES EROSION CONTROL
DEVICES AND STORM OUTFALLS BE INSPECTED WEEKLY (EVERY 7
CALENDAR DAYS) AND WITHIN 24 HOURS OF A .5 INCH RAIN
EVENT IT WILL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO
CONDUCT THESE INSPECTIONS AND MAINTAIN RECORDS UNTIL THE
AREA HAS STABILIZATION, EVIDENT BY 95% VEGETATING GROWTH
FOR AREAS PROVIDED 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 GOVERNMENT AND ALL
TEMPORARY EROSION/SEDIMENTATION CONTROL DEVICES REMOVED.
THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING COMPLIANCE
WITH ALL PERMITS AND PLANS, ANY CHANGES MUST BE
APPROVED BY THE STATE PRIOR TO EXECUTION. A COPY OF THE
EROSION AND SEDIMENTATION CONTROL PUN, LETTER OF
APPROVAL, AND NPDES CONSTRUCTION PERMIT MUST BE
MAINTAINED BY THE CONTRACTOR AT THE ONSITE OFFICE.
5. THE CONTRACTOR SHALL LIMIT SITE ACCESS BY CONSTRUCTION
VEHICLES TO ENTRANCES PROTECTED BY A STONE CONSTRUCTION
ENTRANCE. SEDIMENT SHALL BE REMOVED FROM PAVED AREAS
ON A DAILY BASIS.
6. STOCKPILES OF SOIL AND OTHER ERODIBLE MATERIALS SHALL BE
STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES.
THE CONTRACTOR IS RESPONSIBLE FOR THE TEMPORARY
PROTECTION AND PERMANENT STABILIZATION FOR STOCKPILES ON
SITE AS WELL AS FOR MATERIALS TRANSPORTED FROM THE
PROJECT SITE.
7, THE CONTRACTOR SHALL MONITOR AND TAKE PRECAUTIONS TO
CONTROL DUST INCLUDING (BUT NOT LIMITED TO) USE OF WATER,
MULCH, OR CHEMICAL DUST ADHESIVES AND CONTROL OF
CONSTRUCTION SITE TRAFFIC.
8. EFFLUENT FROM DE -WATERING OPERATIONS SHALL BE FILTERED
OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE,
OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT
ADVERSELY AFFECT ADJACENT PROPERTIES, WETLANDS,
INFILTRATION BASINS, WATERWAYS OR THE STORM DRAINAGE
SYSTEM.
9, THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION AND
MAINTENANCE OF ANY ADDITIONAL CONTROL MEASURES
NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS
DETERMINED NECESSARY BY THE PLAN APPROVING AUTHORITY.
10. TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE
NOT TO BE REMOVED UNTIL ALL DISTURBED AREAS ARE
STABILIZED. AFTER STABILIZATION IS COMPLETE. ALL MEASURES
SHALL BE REMOVED WITHIN 30 DAYS. TRAPPED SEDIMENT SHALL
BE SPREAD AND SEEDED.
1L ANY SEDIMENT THAT HAS. BEEN TRANSPORTED BEYOND THE
PROJECT LIMITS SHALL BE REMOVED. RESPONSIBLE MAINTENANCE
CONTACT: ROICC
12. ALL BORROW MATERIAL SHALL BE PROVIDED FROM AN APPROVED
BORROW PIT. ALL SOIL WASTE SHALL BE TRANSPORTED OFF
GOVERNMENT PROPERTY TO AN APPROVED LANDFILL.
! FEB 14 20113
'l Z
4

I
F�
1
sB
d
5
8
m
iA
1 1 2 1 3 1 4 1 5
Y
0000
a
pp
5
O
/ / / / / / /
/ / / / / /O
O
O
000
O O
O O
000000
„
®,
O O O O
O
O O O O 000000 00
000000 000000
Ht6 —
_ — 29
COMO MH 000000 UNKNOWN MH-�
199�— \\\
!il 08 OOO
o 19
0 11
19B�19.B 199 110, 19
O
. ��
,$Q
FD ILH
�
00000 I 2B I
o oo0 26,
000
0 0
�]gp r188
/DA
/ (OR! 41LLCOI
JDO C1
�� pOtli —_-
O
/
-
...,b4
----_0
-
-
186—
OOo _ _ _ _ _ _
\
TELEPHONE MHO© .�/ \
_ _
- B6
o Woo /
Oo 000/ .$J
\ �198 .I9J
295
\
_. . Jp5
0
196
�/ PB r
/O \
m•\
wr
�
\
r il.J .JO9/
♦$1\
-30—
JOl .IZI
J0.6 b 00,00
\
\
\
¢WM
avR YRI o.. WD
t
ara wwa YptKYYY
Y PMVt
\
\
'b' _ / �B i/
�
s zzz
AREA B
1 Comm. MH /AREA A ` \
/
6.9
TOTAL: 0.11 ACRES
IMPERVIOUS:0.00ACRES
F
o
DNK
"°"`tTAJ_;,p/77ACRES rJ1., J1.1
/ �/�rAft
GRASS: 0.11 ACRES
F
IMPERVIOUS: 0.00 ACRES
J
GRASS: 0.77 ACRES _
.J/.6
_„— / 60/ / B
/
O
d
J14
\)
29
/ /
Q
¢�
r JLI a Jl6 /
- 26 / 9 �B// 1).J
Z7 -
_
. 29
z
W
li
Z
W
. JI.p
1)3 / // .1� K\
I MJ
9
(n
o
Fcm
FEB 14 2013
g z
gY:�j
70
>
��llllll-ll-f-Nfl
/40'
0 10' 20'
x, m 12
C-601
1 2 3 4

r
tip-- - -- -- - - - - - - - - - - - - - -- ---
--
-- -- — —
— -- - -- -
- - - --
lX—f - _. _
L
yy�
fib I
j 1 - -
'> �
X —�
_ 1
)
vo
..br .�+
3 ���i
l i urv,M1'lµry 'i - 1.F
AREA 1
—a---�—tea---
TOTAL. 0.88 ACRES
(:
IMPERVIOLIS,`0.31 ACRES
GRASS' 0.57 ACRES
\
FEB 14 2013
0 10 20'
= 20'
I[
I1
I[
$z
o
E
5
/
N
~
J
.I
tlo
z
z
£0
Q
z
o
a
Q
o
z
w
W
W
O
Q
w
Z
z
�
O
�
w
N
w5
O
J
o
�
�
U33
N
1
z
40' 1 Imo.. —2-6 o k 2635
L

G�
00O0;00°O°o°O°O
o0p 0 0 0 0 0 00.
O°0o0
'O-°° +T O
1Oo 0
0 ., '.+ °°
00 '� ' °0°
. O
00 :. I 00000°°
o
000, 0¢0
I
i
SHALLOW WATER PLANTS
O O O O
0O000O°O
00000000
SHALLOW LAND PLANTS
10•� •���•��• I1y0 1
ON -CENTER
PLANT SPACING
0 G) 0 \
• 0001
PLANT SPACING
✓ -/ ✓ -/
3/4 D< ON -CENTER
SHRUB OR GROUNDCOVER
(AT TIME OF PLANTING)
CURB.ETC.(WHEREE OCCURS)gNC,
' SHRUB OR GROUNDCOVER
(ULTIMATE GROWTH)
PLAN
PLANT SPACING
C 4 NO SCALE
rl
SET PLUMB
MULCH (4' DEEP)
WEED CONTROL FABRIC
FlN1912 GRADE
NOTE: SET TOP aF R
'lt
1�
I
BALL 2 INCHES ABOVE
Sv
\\
FINISHED GRADEy
PLANTING TABS
PLANTING SOIL MIXTURE
THROUGHDUT ENTIRE BED)
REMOVE BURLAP FROM
TOP 1/3 OF ROOT BALL
EXISTING SOIL TWO TIMES ROOT
BALL DIAMETER
SHRUB PLANTING
C 5 NO sDxE
BOTANIGL RME
COMMON NAME
PERCENT OF AREA
(OTY OF PLANTS)
SIZE
SPICING
ON CENTER
DETAIL
ACORNUS SUBCORDATUM
SWEETFLAG
205 52
4' POT
18'
AUSMA BUBDDRDA7DM
WATER PLANTAIN
155 39
4 POT
18'
IRIS VIRGINICA
BLUE FLAG IRIS
15% 39
4' POT
18'
JUNCUS EFFUSUS VAR. SOLUTUS
SOFT RUSH
20% 52
4' POT
18'
PONTEDERW CORDATA
PICKERELWEED
20% 52
4' POT
18'
SCIRPUS CYPERINUS
WOOLGRASS
105 26
4' POT
18'
ASCLEPLAS INCARNATA
SWAMP MILKWEED
20% (86)
4' POT
18'
C4
CAREX TENERA
QUILL SEDGE
30% (128)
4' POT
18'
C4
LOBELIA CARDINALIS
CARDINAL FLOWER
15% (64)
4' POT
78'
C4
LOBELIA SIPHILBICA
GREAT BLUE LOBELIA
15% (64)
4' POT
18'
C4
SACCHARUM BALDWINII
STARRUSH WHRETOP
20% (86)
4' POT
18'
C4
NOTES:
1. PLANTS SHALL BE PLACED IN INFORMAL MOSAIC MASSINGS TO APPEAR AS A 'NATURAL' POND. PLANT
MASSINGS SHALL VARY BETWEEN 100 SQUARE FEET AND 500 SQUARE FEET. VERIFY LAYOUT PRIOR TO
INSTALLATION WITH CONTRACTING OFFICER.
2. ALL PUNTS SHALL BE MAINTAINED AND GUARANTEED FOR 365 CALENDAR DAYS (SEE SPECIFICATIONS)
(�A SHELF AND SLOPE PLANTING SCHEDULE
m
MAR 2 0 Z013
5
1114
OC
iRk
O
o
Z
€ Z
N Y
$C
o
a
a
0
z
A
A
w
2
Q
O
¢
�
a
a
N
2
g
z
w
OR
0
O
CJCff
IS€
g�G
z
cm
d
i
1 12639662 1
Y