SW7110608_APPROVED PLANS_20110624

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW IZ(o 61
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATED
( B(Q
YYYYMMDD
d

MAIN GATE Ij—
CHERRY POINT AFB
30 15 0 30'
Project No. 044 3-11 — DPD CONC LOT 12 1"=30'-0"
WMW MAWNG IS TIE PROPERTY OF THE EAST CARMWA CONSE.TWG. WA ANY USE REUSE. � 01MAY OR SALE OF THW DRAWNG WTHWT OMEN =Mff OF THE EAST CM MA tATNSILTNG. RW 15 STW LY PROHSHED.
SITE DATA:
TOTAL ACREAGE.........................................................4.78
OFFICE BUILDING AREA......................................1,860 SF
PARKING SPACES:
EMPLOYEE/VISITOR PARKING....................................10
CONCRETE TRUCK PARKING.......................................6
EXISTING ZONING............................................INDUSTRIAL
PROPOSED DISTURBED AREA .........................2.7 ACRES
PROPOSED IMPERVIOUS AREA ........... 1.85 ACRES/38.7%
REFERENCE:
"LOT 12, HAVELOCK INDUSTRIAL PARK
113 OUTER BANKS DRIVE
HAVELOCK, NC 28590
*DEED BOOK 2988, PAGE 217 (03/23/11)
MAP F-117-8
• TAX PARCEL ID: 6-222-065
NOTES:
1. AN EROSION CONTROL PLAN AND STORM WATER MANAGEMENT PLAN SHALL
BE APPROVED BY NCDENR PRIOR TO CONSTRUCTION.
2. A NCDOT DRIVEWAY AGREEMENT SHALL BE APPROVED BY NCDOT PRIOR
TO CONSTRUCTION.
4. SURVEY INFORMATION BY KENDALL GASKINS LAND SURVEYING, PA. -
VANCEBORO, NC. (TOPO TAKEN FROM NCDOT LIDAR)
5. PROPERTY IS NOT LOCATED WITHIN A FLOOD ZONE.
6. EXISTING ELECTRIC/COMMUNICATION LINES SHOWN ON PLAN ARE
APPROXIMATE. CONTRACTOR TO VERIFY PRIOR TO CONSTRUCTION.
7. CONTRACTOR IS RESPONSIBLE FOR CONTACTING "ULOCO" TO VERIFY ALL
EXISTING UTILITIES PRIOR TO CONSTRUCTION. THERE MAY BE OTHER
U11UTIES EXISTING ON SITE, NOT SHOWN ON THIS PLAN.
8. WATER & SANITARY SEWER SUPPLIED BY THE CITY OF HAVELOCK.
LEGEND:
PROPERTY LINE
-11- = WATER MAIN
- - = TOP OF BANK
= 404 WETLAND
= SILT FENCE
— = DRAINAGE FLOW DIRECTION
►� = GATE VALVE
�►« = FIRE HYDRANT
® = STORM DRAINAGE
■ = CATCH BASIN
= FLARED END SECTION
= RIP RAP
0 = SECURITY FENCE
- - - = EXISTING CONTOUR
--EZF- = PROPOSED CONTOUR
R/W = RIGHT OF WAY
MBL = MINIMUM BUILDING LINE
EP = EDGE PAVEMENT
NPS = NO POINT SET
EIP = EXISTING IRON PIPE
EX. = EXISTING
TP = TELEPHONE PEDESTAL
ELEC = ELECTRICAL
INV. = INVERT
TP = TOP OF PAVEMENT
TC = TOP OF CONCRETE
FE = FINISH ELEVATION
EL = ELEVATION
FF = FINISH FLOOR
z
APPROVED
'-ARfJL NA E,N°'0RONMFNTA4
NAGEMFNT COMMISSION
cI )N OF WATER QUAD "`f
20
—r 1
JUN 15 2U.
t7WNFR-
DPD PROPERTIES Ii, LLC
Contact Person: DAVID HARDEE
PO BOX 1639
WINTERVILLE, NC 28590
CELL [phone]
OFFICE [phone]
Email: "dhardeeOdpdecc.com"
Y
O�*0
4
_J M
QON-7-
to
11
C3.
o
N
E
U c m
a to
°~ Wto
C4
N
zrq'4
E- �Eoi°a
,ate JM. OD U_
N
(� WEE d
>a n
C) z }
.
•U
V>~omn
Z � mN
N
VU�Ron
V l0c N (V
E-w°aN
W�>
00
WO
VJd
811111111
U
U
J
o
J
c
0
0
`1
U
Cn
Off
<
LL
-`
W
J
'J
-
Q
O
J
�
Z
Z
uJd
Y
Y
0
OJ
0
(!l
O
W
Q
2
G>
O
>
cV
o
IX
H
=
oJ
O
0
3
O
Drawn: DS/HGN I
DwIgn: DS
Checked: HGN
Approved: DS
Data s/os/TT
scale r= 3v
JC1.1
Sheet 1 of 4

. .. .. _.-._ I a_ .._ _ -_
i[051*3
1. USE STANDARD STRENGTH
FABRIC W/ 8' POST SPACING AND
WARE FENCING WHERE REINFORCED
SILT FENCE IS REQUIRED.
2. WITH EXTRA STRENGTH FABRIC
USE 6' POST SPACING AND NO
WIRE FENCING.
3. WIRE FENCING TO BE 32", WITH
6 LINE WIRES AND STAY WIRES ON
12" CENTERS/ BOTTOM AND TOP
WARES 10 GA., INTERMEDIATE WIRES
12.5 GA.
----------------
VARIES
NN O R T HNPS
/
1 NPS
I
/
``�l, ♦4�/
NPS
aj//
/,/�
!J/
EXISTING GRACE -----------
404 WE TL,A1N D S
SEDIMENT BASIN
'i '
`t/,
:NT STORAGE AREA
POND = EL 16.5 / / ! ( <
!
txO ! i ! I c'
l
1 TYPICAL SEDIMENT BASIN tk r
C2.1 N.T.s z
DIRT, INC Cy�
DB 1332 PG 776
TAX ID: 6-222-047
91
VARIABLE AS DIRECTED BY ENGINEER / N /// /^\ O N ti
(8' W/ WIRE FENCING, 6' W/O FENCE) \
/ /
IV
PS 404 c- -- -
WETLANDS LINE'S
VAR FE 4CIh�.,,� ----- -
IN 9.97
JI
CLEARINI; LIMITS (=UNITS-OEAISTURBANCQ
EL 16.6II-'-_-_-
\\
STEEL POST 4 \ 4 0 4 ZETLAND S
PROPOSED
WIRE FABRIC SILT FENCE. PROPOSED II\\
UV RESISTANT
ESIST FABRIC OQ� �f j� �. /
,! �� �i� /' �/� ,/ /' `� �I T FENCE
NPS
TAMPED BACKFILL r
GROUND LINE C`1
BURY FABRIC 12" DEEP W/ 12" TURNOUT i i ✓'/ ' - - /// ' M �I
2 SILT FENCE DETAIL
C2.1 N.T.S
DIRT, INC
DS 1332 PG 776
TAX ID: 6-222-12000
NPS
LL1
DO TEMPORARY
I 1 ! / i / / ,� /
STOCK PILE
Op j t 1 f Ir J /rye BOTTOM 16.5
TOP BANK = 18.5 �,' !! f i
I
l kpO�Erdi
NPS
.. I l 0 1T \� TEMPORAkY ! -i� J '
1 t SEDIMENT BA§IN-1 , o
TYPICAII SOIL BORING LOCATIIJRS (3 EA.) ; !!
(SEE REPORT BY: ASTON SOILS WaRKS, INC.)Wn
/
1 1 Tz \ t
CL
/ III
LLJ I I 1
�/ i NILt
M iy AI
00
z
CV f i �i la i tt t TI
I )w
00 I N i7 /!" 1
i ! 1 ! 0 TEMPORARY i rr
SEDIMENT BASIN-2co
! !/ i /� I \ TEMPORARY
Y 50' MBL j t / z I
�/ � � \\ STOCK PILE r !t o�
! j ' / / , BOTTOM = 16.5 \ `----___ TEMPORARY STONE
-___ _ ---- CONSTRUCTION ENTRANCE /
TOP OF BANK = 18.5-------------- i r
(50' LENGTH) r, \
/
"ALTERNATE ENTRANCE"
/ ' / / / 1`AY�• v v v v, v v v t ` Ln INVj(11.�3 �J
00000000Ok TEMPORARY STONE 000f 000001 \\ `
t000pppOk CONSTRUCTION ENTRANCE t ,9 Op0 \
-t0r)O ( (50 LENGTH) PROPOSED /C 1)000( `
Dou OO< SILT FENCE / t 0 O
I �� RIP RAP _ �pOp �p0, `'' 3000 )0O' EX. FIRE I IN 12.49
9�0,,,0..•O,.,O- EXISTING WOODS LINE - 7 O O O HYDRANT
\� - ti - - --1
----16 ----
----------16--- ---- --T.
s' PROPOSED ROCK
SILT CHECK DAM
NA-111
.•
wow
56 LF 1W RGP -' NCSR
W/2-FES 0 0.5% X
CL 18.45
L.yJ _-_•�, y.v. ssy_•s _zn al.ct. -- - -
SEWER ---------TRANS- ----17------
SERAL'F --FORMER--'-EX. PVC_ A:
-- *---- r.-_.----
834 OJ1EI 11ANKS DR X
PNI #a. CL 19.70
60' PUBLIC R/W - W-RAVE ENT !a.
EXISTING SEWER MAIN EX. MH _----------- EXISTING SEWER MAIN
TOP 18.31
CO---------------------------------------------------
30 \15 0 m 30'
Project No. 044 3-11 - DPD CONC LOT 12 1"=30'-0"
7M13 ORAV" IS TE PROPEM OF 7W EAST CAROLMA CkMM7M PLLO. MY OSE FEM WROPICIM DM AY OR SALE OF THS MAWS 117M V NaTiEM COM ff W TIE FAR COOMA COWLWO. MLC Al SR MY MOMMFD.
X-_.---
--INV. 17.23
-o
EP 19.72
X
--CC- 20.10
EP 19.67
m EL 17.90
NOTES:
1. ALL VEGETATION AND TOPSOIL SHALL BE STRIPPED FROM
FlLL AREAS PRIOR TO PLACING FILL ANY QUESTIONABLE
OR UNSUITABLE SOIL CONDITIONS SHALL BE BROUGHT TO
THE ATTENTION OF THE ENGINEER.
2. AFTER STRIPPING TOPSOIL AND PRIOR TO PLACING FILL, IT
IS RECOMMENDED THAT ALL BUILDING, PARKING AND
DRIVEWAY AREAS BE ROLLED WITH A VIBRATORY ROLLER
TO CONSOLIDATE LOOSE SOILS IN THE UPPER SUBGRADE.
COMPACTION TEST RESULTS OF AT LEAST 95 PERCENT OF
THE STANDARD PROCTOR MAXIMUM DRY DENSITY WILL BE
REQUIRED PRIOR TO ENGINEER'S APPROVAL FOR FILL
PLACEMENT.
3. GRADING CONTRACTOR SHALL SEED AND MULCH ALL
DISTURBED AREAS IN ACCORDANCE WITH THE
SPECIFICATIONS WITHIN 30 DAYS COMPLETION OF GRADING
WORK. UPON COMPLETON OF THE PROJECT, THE GENERAL
CONTRACTOR SHALL INSTALL PERMANENT SEEDING AS
DUIUNED IN THE SPECIFICATIONS, ALL DRAINAGE PIPES
SHALL BE CLEANED BY THE GENERAL CONTRACTOR TO
REMOVE ANY SEDIMENTS THAT HAVE ACCUMULATED.
CONSTRUCTION SEQUENCE:
1. OBTAIN AND POST A COPY OF CERTIFICATE OF SOIL EROSION & SEDIMENT
CONTROL PLAN APPROVAL. NOTIFY NCDENR DIVISION OF LAND RESOURCES,
WASHINGTON REGIONAL OFFICE PRIOR TO CONSTRUCTION.
2. CONSTRUCT DRIVEWAY CONSTRUCTION ENTRANCE AND SILT FENCING ALONG
ROADWAY RIGHT OF WAY.
3. ADDITIONAL EROSION CONTROL MAY BE REQUIRED BY ENGINEER OR NCDENR
DURING CONSTRUCTION.
4. BEGIN CLEARING AND GRUBBING NEXT TO OUTER BANKS DRIVE AND ESTABLISH
SPOIL PILE LOCATION.
5. CONTRACTOR SHALL HAVE 404 WETLANDS LINE AND LIMITS OF CONSTRUCTION
LINES FLAGGED BY A SURVEYOR (PLS) PRIOR TO CLEARING AND GRUBBING.
CONTRACTOR SHALL NOTIFY ENGINEER AFTER FLAGGING IS COMPLETE.
6. INSTAL_ CHECK DAM.
7. CONTINUE REST OF CLEARING AND GRUBBING TO LIMITS OF CONSTRUCTION AND
INSTALL SILT FENCING ALONG WITH CLEARING ACTIVITIES TO ELIMINATE
RUN-OFF.
B. CONSTRUCT SEDIMENT BASINS.
9. UPON COMPLETION OF CLEARING AND GRUBBING ACTIVITIES, CONTRACTOR IS
RESPONSIBLE FOR CLEANING/WASHING DOWN ANY DEBRIS LEFT ON OUTER
BANKS DRIVE.
10. SEED & MULCH DISTURBED AREAS WITHIN 21 CALENDER DAYS OF COMPLETION
OF ANY PHASE OF GRADING. ALL OTHER DISTURBED AREAS SHALL BE
PROVIDED WITH TEMPORARY SEEDING & MULCH SUFFICIENT TO RESTRAIN
EROSION.
11. REFER TO SHEET C2.2 FOR REMAINDER OF CONSTRUCTION ACTIVITIES.
LEGEND:
= PROPERTY LINE
WATER MAIN
-
- = TOP OF BANK
-
= 404 WETLAND
SILT FENCE
DRAINAGE FLOW DIRECTION
►�
= GATE VALVE
*►r
= FIRE HYDRANT
®=
STORM DRAINAGE
■
= CATCH BASIN
= FLARED END SECTION
= RIP RAP
0
= SECURITY FENCE
- -
- = EXISTING CONTOUR
�-
= PROPOSED CONTOUR
R/W
= RIGHT OF WAY
MBL
= MINIMUM BUILDING LINE
EP =
EDGE PAVEMENT
NPS
= NO POINT SET
EIP =
EXISTING IRON PIPE
EX. =
EXISTING
TP =
TELEPHONE PEDESTAL
ELEC
= ELECTRICAL
INV.
= INVERT
TP =
TOP OF PAVEMENT
TC =
TOP OF CONCRETE
FE =
FINISH ELEVATION
EL =
ELEVATION
FF =
FINISH FLOOR
OWNER:
DPD PROPERTIES II, LLC
Contact Person: DAVID HARDEE
PO BOX 1639
WINTERVILLE, NC 28590
CELL [phone]
OFFICE [phone]
Email: "dhardee®dpdecc.com"
,,
,#p,
l[ '��
Ci: 7 MMX
N E 00
a s to
Ns. W to
a,
C � rn N
O
Go
Q
ra R� DO ti
�
O o
C�/1 y"NM
a� $
o Z R
O
A
0
U Cp mn
V0 � co
cu 0'I�N
VU.SbcNN
F"W ° oN
W�VSc0
W03a0
811111111
z
z
aUJ
J
O
�
Z
0
o
U
•-
z
O
O
F-
F--
o
W
C0
U
M
1'
Of
AZ
W
CL
U)
J
Q
O
O_
F-
Z
LO
0
0
Of
Of
Z
Y
O
z
`1
U
O
O
o
Q
Ll.
j
N
O
Q
Li
0
O
CV
=
z
t7
a
0
,
O
Z
O
C
<Of
U
0
O
Of
a
F-
LY
W
z
W
0
Drawn: DS/HGN
Design: DS
Checked: HGN
Approved: DS
Date: 6/09/11
Scale: V- 30'
C2.1
Sheet 9 of 4

VARIES I 5'-D" 1 15'-0"+
Ivr yr rUNU = cL cV.0
1 EMERGENCY SPILLWAY - EL 19.5
_'l,:l 9,•/ FREE BOARD i•_0'
ORARY POIL VOLUME - V-1 1/2'
25X SE�N (STORAGE = 0'-10 1/2'
i_
SEASONAL HIGH WATER TABLE OLEAN SAND = 0'-4•
- - - UNDISTURBED (12• MIN.) = 1•I
NOTES:
1. ALL VEGETATION AND TOPSOIL SHALL BE STRIPPED FROM
VARIES
5-0
L 5 -0 +
L 5 -0 + -
! / _ - _/ - - FILL AREAS PRIOR TO PLACING FILL ANY QUESTIONABLE
J OR UNSUITABLE SOIL CONDITIONS SHALL BE BROUGHT TO
-J
VARIES VARIES
it PS //
THE ATTENTION OF THE ENGINEER.
1 ,
2. AFTER STRIPPING TOPSOIL AND PRIOR TO PLACING FILL, IT
I
r.PAVFL , ,00 ± 4 /' ., + /' /' IS RECOMMENDED THAT ALL BUILDING, PARKING AND
)" S T O R M W A T E R 5:1 1 '•' ,/ W / DRIVEWAY AREAS R WITH VIBRATORY ROLLER
5: / /
DETENTION POND S W A L E j .. TO CONSOLIDATE LOOSE SOILS IN THE UPPER SUBGRADE.
TEMPORARY POOL EL. 18.5 SWALE INVER I /' y/' ,y%/ COMPACTION TEST RESULTS OF AT LEAST 95 PERCENT OF
--.--- ----_ _-_--- _- --------.-_._-.___.(._...�-.. - -. -. i THE STANDARD PROCTOR MAXIMUM DRY DENSITY WALL BE
h / REQUIRED PRIOR TO ENGINEER'S APPROVAL FOR FILL
SWALE INVERT = (VARIES, SEE PLAN) / .r:' ��i �! .,� y SEDIMENT REMOVAL EL 17.38 INLET INV. 18.5 `�` '\1 t . -� PLACEMENT.
-•
' - - - - - r'' y r / /' /' 3. ALL FILL SHALL BE COMPACTED TO AT LEAST 95% OF THE
" - SEDIMENT REMOVAL MARKER POLE /
8'-0" X 2" DIA GALV. PIPE W/CAP r' _ y,� i� STANDARD PROCTOR MAXIMUM DRY DENSITY(ASTM D698).
MPORARY POOL VOLUME (MARK POLE 0 9" ABOVE POND BOTTOM I I /' y' y� 4. GRADING CONTRACTOR SHALL SEED AND MULCH ALL
1 i11-.i1; SEDIMENT STORAGE AREA TO INDICATE CLEAN -OUT DEPTH) I j� �/' i//' y� '/ ' DISTURBED AREAS IN ACCORDANCE WITH THE
j r- jy 1-•1-� OTTOM POND EL 16.5 N i I PS / ,y / j� dfr� SPECIFlCAl10NS WITHIN 30 DAYS COMPLETION OF GRADING
/ /./ � �� WORK. UPON COMPLETION OF THE PROJECT, THE GENERAL
STORM WATER INFILTRATION BASIN 1 I 4 O 4 W E T L,A N D S, ,- I CONTRACTOR SHALL INSTALL PERMANENTSEEDINGPAS
IPES
`�, 1 / / ii�'-J y ,o.'� OUTLINED IN THE SPECIFICATIONS. ALL DRAINAGE PIPES
\ 1 /' i SHALL BE CLEANED BY THE GENERAL CONTRACTOR TO
N 0 R T H REMOVE ANY SEDIMENTS THAT HAVE ACCUMULATED.
C2.2 N.T.S '\
U. ALL PLANTING AREAS SHALL BE BACKFILLED TOM TOPSOIL
AND RAKED DOWN, REMOVING ALL CLODS AND ROOTS, AND
/ LEFT READY FOR SEEDING AND PLANiiNG.
✓` x✓' 6. WATER SERVICE SHALL BE INSTALL BY CITY UPON APPLICATION
15'-0"+/- VARIES O / / / r ; AND PAYMENT OF FEES BY OWNER.
N / I / J 1 ` 7. SEWER SERVICE SUBJECT TO CITY OF HAVELOCK FEES AND
II TEMPORARY POOL VOLUME J{ j %/ J 0APPLICABLE PERMITTING.
OF POND - EL 20.0 ` t / r , / JJ ,//I % J 1
T R CONSTRUCTION SEQUENCE:
1 tMERGENCY SPILLWAY = EL 19.5 1 -0 S T 0 R M W A E 11VI / ! \ --' --'-' 1. OBTAIN AND POST A COPY OF CERTIFICATE OF SOIL EROSION &SEDIMENT
�' 4._ ,u D E T E N T I 0 N P O N D N ! /
`.,li.._t_I '--_', R• FREE BOARD = 1'-0 c J I \ CONTROL PLAN APPROVAL. NOTIFY NCDENR DIVISION OF LAND RESOURCES,
7 __ I__IEMPORARY POOL EL, 18.5�,c4_ - k1 S'I _ INVERT) ��
!! ! WASHINGTON REGIONAL OFFICE PRIOR TO CONSTRUCTION.
ORARY P VOLUME = V-1 1/2' ^j� y/ ` /rV ' % �,� �� 2. CONSTRUCT DRIVEWAY CONSTRUCTION ENTRANCE AND SILT FENCING ALONG
L SEDIMENT REMOVAL EL _17.38 -- Gj / \ \ j LIMITS OF CONSTRUCTION. (REFER TO SHEET C2.1)
R•. INLET INV. 18.5 !
25R SEDI N STORAGE = 0'-10 1/2" '.-.;-.�,' ! ! �. --------_ 3. CONSTRUCT STORM WATER INFILTRATION BASINS, SPILLWAYS & RIP RAP.
SEDIMENT REMOVAL MARKER POLE / J ��.- LIMITED CLEARING MAYBE REQUIRED AS APPROVED BY ENGINEER THIS AREA.
8'-0" X 2" DIA GALV. PIPE W/CAP /
tw rs iL , i _ 4. ADDITIONAL EROSION CONTROL MAY BE REQUIRED BY ENGINEER OR NCDENR
CLEAN SAND = 0'-4" ! t_ c_ . �., I (MARK POLE 0 9 ABOVE POND BOTTOM j r' ! \ / l i "
SEASONAL HIGH WATER TABLE UNDISTURBED 12• MIN. 1'-8• `=L1` 1i1=--;j 4_4:{' SEDIMENT STORAGENAREA 4� TO INDICATE CLEAN -OUT DEPTH) / / ) ��'� 1 9C DURING CONSTRUCTION.
( ) _ ; -. II(5. STRIP TOPSOIL & STOCKPILE AS NOTED PER PLAN.
t--4 - (�-- BOTTOM POND = EL 16.5_ -�
a��"Cf_?f ! ! ------ --- 6. BEGIN GRADING SWALES, DRIVEWAY, BUILDING PAD & SITE.
!' 1=1' i= J ♦ 7. INSTALL TEMPORARY SEEDING ON SWALES & SITE.
2 STORM WATER INFILTRATION BASIN 2 �y; v1; \� �'� �i %' __`� �. 8. INSTALL CHECK DAMS.
9. INSTALL UTILITIES, OTHER INFASTRATURE AS REQUIRED.
C2.2j N.T.S
// \�� 10. INSTALL STONE BASE AND COMPACT BUILDING PADS.
�� O
EMERGENCY SPILLWAY #1
(SPILLWAY EL 19J5)
"NO" 404 WETLAND IMPACTS
ARE PROPOSED
/ /SILTT FENCE
4 30'-0' /
3 MIN. SEPARATIO TO
gl 404 WETLANDS
PLAN VIEW
15'-0"+
- v FILTER FABRIC -
EXISTING GRADE (TIE BACK 12")
TYPICAL CROSS SECTION
3 EMERGENCY SPILLWAY
CZ•Z f N.T.S
EMERGEN Y SPILLWAY
(SP LLWAY EL 196) /
PLAN VIEW
11. CONSTRUCTION BUILDINGS, PAVE DRIVEWAY & PARKING AREAS.
,'\\ - 12. INSTALL LANDSCAPING, SEED & MULCH ALL DISTURBED AREAS. ANY SLOPES
- - - - - - - - - - - - - - - - - - - - - \j ' ! \,j / ' '/ \, ` ! ' \i, ---' LEFT EXPOSED WILL, WITHIN 21 CALENDER DAYS OF COMPLETION OF ANY
1
PS ,/ 1 /' � - = _,_ _ PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDIED WITH TEMPORARY
/ /' 404 WETLANDS - r
/ LINE _______-- OR PERMANENT GROUND COVER, DEVICES, OR OTHER STRUCTURES
---_- � jx SUFFICIENT TO RESTRAIN EROSION.
`. 13. UPON SITE STABILIZATION, REMOVE ALL TEMPORARY EROSION CONTROL
may/ ,�// i ,•�� , �,y i j 1 _ IN 9.97 DEVICES INSTALLED DURING CONSTRUCTION.
IMAINTENANCE PLAN:
/ 1. ALL EROSION & SEDIMENTATION CONTROL PRACTICES WILL BE CHECKED FOR
/ET
STABILITY & SEPARATION FOLLOWING EVERY RUN-OFF PRODUCING RAINFALL,
EL 16.60 EIPBUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS
4 0 4 ANDS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES DESIGNED.
2. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCING WHEN IT TC`29
' BECOMES 0.5 FEET IN DEPTH AT THE FENCE. THE SEDIMENT FENCE SHALL
�`"' '' �a •�,/ �' ; ','' , /'; -y'y '''� /'� � -'', '' ,, � � ,'�� MATERIAL`��\ . �\` `��•_ _� BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER.
�
_Y y ' 3. EROSION CONTROL MATTING SHALL BE MAINTAINED UNTIL ALL WORK IS
PROPOSED / ^ y 22 STORAGE .. ,'�� '��, �I Y COMPLETE. AREAS SHALL BE RESEEDED AND MATTING REPLACED AS NEEDED.
SILT FENCE '%' �' y/' �' /' NV. 20.6y `�1 I 4. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT WILL BE INSPECTED
PERIODICALLY. WHEN SEDIMENT BEGINS TO BUILD-UP, THE ENTRANCE WILL BE
TC 21:0 \ TC 21.021.0 TC 21.35
- \ \ I! \ BLADED OFF, REMOVING THE SEDIMENT. REPLACE ROCK AS REQUIRED.
TC 21,0 \\ �\ 5. ALL SEEDED AREAS WILL BE FERTiLIZIED, RE -SEEDED & MULCHED AS
\'` \ NECESSARY TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
PS20.9 1
48" VALLEY GUTTER 0 0.03% 1 �It
ERGENCY S%LWAY #1 ' / - -•r = ' },��`-` /y "f,.,f. / RIP RAP I
(SPILLWAY(. 19.5)fp
,i /" "//�._."- _ O /••_.,• s,� J i t
'y �I
if 1� /' Ir - ,�, f,� I o SILT FENCE
ul II I
N I J J 1t J STORM WATER r/ >' II
r0 + ( ( 1 { 1 � j .•� STONE 8 ASE
00 I 1 1 1' ( r NFILTRATiON BASIN #>,� r`
N I , 1 i 1 1 TOP POND = 18.5 / , ! i If
✓` 1 1 \ i7 BOTTOM POND = 16. ' >� / 21 /' J J
S 1 1 LTl NICE\ 1\ i (
1 / 1 \ TC 21.60 dOL-i 1 J
t 4 1 \ \ 1 HDOWN \ TC 21.60 / / !
I It 1 \\ OUTLET \ ---._-._ ._ _-._ ._ Z i 1 If I:
i - - }� / I /
21.2 \\\ O /i II 1P 1.24 ( !
( WASHDOWN 11 . 122 i I JJ 1�II I
M
�, 1 r• I J
r I (DESIGN BY OWNER) 11 \� i JJ I o:: 11f
SILO J \y I iV•• 1 1' 1 \ i3.A5ii9'-2 � 1 '\
i i 1
I f 11/ 1' 1 S T 0 N E// B A S E !
LI'I I I i- 1 \ _ t: 1 TC 22.1b,� -
BASIN— .1 NI�
// /
1 TIC 21.25 C 21.65 TC 22.00 ' . _ _ _ _ _ _ .
00
nA.' 1 71tt
Aati,AS,vai�µPAO I11' / t III
OD t4 - j i ! J I .,~91TC 22.30 FE 22.30 I
/ STORM WATER \ OFFICE i FE 2t 35 r J
�MERGEN�Y SRILLWAY # t I \ I 1 t
/ (SPILLWA Y EL 196) i NFILTRATION BASIP #2 \ BUILDING / t J 11 I I
TOP POND = 18.5 \ Tt22.30
TC21,40BOTTOM POND = 1 .5 \ C Q N C R E T-E TC 22.30 FF 22.50 --.-__._-_-----___--_-� t o
NPS % / /n_4" PVC SCH 40 1J 1i N \
j SEWER, SERVICE 22 . ^T. .
--- C 0 N C E T.tE
/(® 1.0% MIN.)
• ---- ______
2" PVC SCH 40 1. TP 2 .20 /
RIP RAP WATER SERVICE J,TP 20.40 ITP,21.24 �INVI11.�3 \ 1g
PROPOSED. TP 21.24 1J
y/ IfJ 1 i 1P 18.67 ' j.` 48" VALLEY. GUTTER 0 0.03% 2" METER/SERVICE i
/y i JJ / t NV.
% ! j L G R A S S ` - e1s
} y I r ( \\ 18.65 Q 0 U C 19.70 C 2t.2 C 2�S TP 201 INV„-12.49
I T iX_ FIRE
TOP OF POND = EL 20.0 - _ ____-___ __GOJ£' ? 2 ____-___ ____- _ -_ TP 20.0 N EIP
--1 -__-- ----- _ -- --- -- -- -19 5 -£X. C.O.----_-!_ EX. EL - ------ 1�------- _ -- -
L 17 s
----16 --- --------- -- - __ - SEWER - ------ -TRANS-- --17-------_---------�_-__--- - - T{ _-
S' EMERGENCY SPILLWAY = EL 19.5 -_ _ _ _ - =P,= -(7 CI,, GT�1. = s - `--SERwC,___._----- -FORMER- ---EX PVC_V 1 MAIN ___� 1NY.-1Z-7 __ _-_. _____---.- -- iN\: 17.23
16-------------- - - _ _ _ _ _ _ -- -
---------------------- _ _ -- ----- -- -
`' �,-: r ITT •�.,, R. _ ._ -1 _ _ _ _ _ _
- - -- - _
_ EP 18:31-EP 18.7E - EP i9.6 W"- - EP 19.T EP 19.72-
FILIER 56 LF 18" RCP NS 1834 LI TER BANKS DR NOTE:
PROPOSED ROCK-% W/2-FES ® 0.5% ALTERNATE CONSTRUCTION ENTRANCE
EXISITNG GRADE SILT CHECK DAM I (SEE SHEET C1.2 IF UiiLIZE6 -DURING
TYPICAL CROSS SECTION _ 60' UBLIC R/W - 20' PAVEMENT CONSTRUCTION ACTIVITIES)
_ 141�_ vrr» eras _ w= ae� »�» ��.
EXISTING SEWER MAIN E"- -- --`-_ "------------------Y--- EXISTING SEWER MAIN
4 EMERGENCY SPILLWAY 2 DETAIL TOP 18.31 ____ ___
C2.2 N.T.S -- -- -- -- 00_- ------------- ----------- _ -- -- -- ---
30 15 0 30' ---
Project No. 044 3-11 - DPD CONC LOT 12 1"=30'-0e
TIM ORAI IS IM PROPERTY OF IM EAST GARa1rRA CMI& MID. FI MY LIM gF M FVRWUC710p. 01MAY M SNE OF M DRAI Lwi WT YRnM WMff OF 4W EM CAI 00IM&I 111 0 SIMMY PRONBI7ED.
= EL
.TER FABRIC
POND
r POOL
= EL 19.5
DETAIL
I POND
POOL
E_ 17.90
SEEDING SCHEDULE:
PERMANENT SEEDING:
DATE:
JAN 1
- MAR 31
COMMON BERMUDA GRASS
20 LBS/ACRE
(UNHULLED)
APR 1
- JUL 31
COMMON BERMUDA GRASS
15 LBS/ACRE
(UNHULLED)
AUG 1
- DEC 31
TALL FESCUE
60 LEIS/ACRE
COMMON BERMUDA GRASS
20 LBS/ACRE
(UNHULLED)
YEAR
ROUND
AGRICULTURAL LIMESTONE
2 TONS/ACRE
YEAR
ROUND
FERTILIZER 10-10-10 ANAYUS
1000 LBS/ACRE
YEAR
ROUND
MULCH
YEAR ROUND ANCHOR
TEMPORARY SEEDING:
DATE:
APR 15 - AUG 14 GERMAN MILLET 50 LBS/ACRE
AUG 15 - APR 14 RYE (GRAIN) 50 LBS/ACRE
YEAR ROUND FERTILIZER 10-10-10 ANAYLIS 400 LBS/ACRE
LEGEND:
= PROPERTY LINE
-I I- = WATER MAIN
- - = TOP OF BANK
- = 404 WETLAND
= SILT FENCE
-� = DRAINAGE FLOW DIRECTION
►� = GATE VALVE
♦►+ = FIRE HYDRANT
= STORM DRAINAGE
■ = CATCH BASIN
► = FLARED END SECTION
® = RIP RAP
-0 = SECURITY FENCE
- - - = EXISTING CONTOUR
-©-- = PROPOSED CONTOUR
R/W = RIGHT OF WAY
MBL = MINIMUM BUILDING LINE
EP = EDGE PAVEMENT
NPS = NO POINT SET
EIP = EXISTING IRON PIPE
EX. = EXISTING
TP = TELEPHONE PEDESTAL
ELEC = ELECTRICAL
INV. = INVERT
TP = TOP OF PAVEMENT
TC = TOP OF CONCRETE
FE = FINISH ELEVATION
EL = ELEVATION
FF = FINISH FLOOR
OWNER:
O
U
Ua ro
o
a W
Lf)
N
Or,
Z' = °' Lo
N
O
r. N m
uN
E• E�•.w X
O"
p
M
N D p N M
3A�z
b
V OTi mn
C'CLO
°qm N
a
V
� �0)
V���o04
V Nin
coc
i7] O N
&
N� m m
WV�aO
z
�UJ
J
O
�
Z
O
.J
o
U
-
z
O
O
�
L LJ
C�
a
U
CI
Y
W
a-
V
�.
R�
"_I
Q
r
O
o_
0
z
O
u.j
w
0
p
(5
z
Y
o
U
0
Q
D-
j
G)
O
a
0
zZ
cV
0
`-
=
a
O
p
J
"-
CD
0
z
�
Q
c
0
0
0
J
Q
Cif
F
z
w
U
DPD PROPERTIES II, LLC Drawn: OS/HGN I Des gn: DS
Contact Person: DAVID HARDEE Checked: HGN Approved: DS
PO BOX 1639 oats a/og/11 saes Y= 30
WINTERVILLE, NC 28590
CELL [phone]
OFFICE [phone] 2 " 2
Email: "dhardeeOdpdecc.com" Sheet 3 of 4

PLACE RIP RAP UP
SIDES OF DITCH
0
18" TYP. ON ROADSIDE
2' MIN. ALL OTHER DIT
TOP OF BANK BEYOND
#57 WASHED STONE -
FLOW
/J
2' MIN.
ELEVATION
Nr MIN.
MIN.
SECTION
TOP OF WEIR
12" MIN.
DITCH SLOPE
�-- TOP OF WEIR
1 (MAX.)
IZl
I CLASS-B STONE
MINUMUM SIZE OF 80
,
MAXIMUM SIZE OF 12"
1 ROCK SILT CHECK DAM
C3.1 N.T.S
NOTE,
EXPANSION JOINTS REQUIRED EVERY 30' MIN.
4'-0'
I -VARIES, SEE PLAN
a .
6" — 4000 PSI CONCRETE
5 '� VALLEY GUTTER DETAIL
C3.1 N.T.S
4000 PSI CONCRETE SEAL W/ POLYSULFIDE
BROOM FINISH JOINT SEALANT OR EQUIV.
1/2" BOND BREAKER MATERIAL
6x6 W3.503.5 3/8 EXPANSION CAP
WELDED WIRE MESH
/4" R d :
COMPACTED FILL
NON -EXTRUDING
FILLER MATERIAL
—3/4" MIN.
1" 0 SMOOTH DOWEL
BAR 18" LONG (9" EACH SIDE)
AT 18" O.C., THIS SIDE
LUBRICATED
s CONTRACTION JOINT
C3.1 N.T.S
Project No. 044 3-11 — DPD CONC LOT 12
iWS ORAAW 15 TIE PROPERLY OF DE EAST CAROUNA CONS&TM RM ANY USE Rain RWROOUC71011 OISPI.AY OR SALE OF UN MAIM WTIOUT "MM =001T OF LNE FAST CAROUNA CONS XMM KLC L4 STIOMY
2 CONSTRUCTION ENTRANCE DETAIL
C3.1 N.T.S
4xD (OR 10' MIN.)
2
1�
WRAP RIP -RAP BEHIND F
FES OUTLET POINT
FLOW FES FLOW
F=W
\ PLAN VIEW N.C.D.O.T. d50 STONE SIZE OF 8'
MAXIMUM SIZE OF 12"
FLOW X FES
SECTION
RIP RAP 3' MIN. UP
EACH SIDE SLOPE
_FEW
6 RIP RAP APRON DETAIL
C3.1 N.T.S
BROOM FINISH
COMPACTED SUBGRADE
4000 PSI CONCRETE
2X FORM BOARD -RIPS
DOWN TO ALLOW WIRE
MESH TO BE CONTINUOUS
THROUGH JOINT.
WIDTH VARIES
�IIII�
DEPTH
I I i_ VARIES
-� I
-----� 1' 80TTOM
NOTE:
1. SEE SEEDING SCHEDULE,
3 ROADSIDE SWALE DETAIL
C3.1 N.T.S
SUBGRADE
Ll/2"x4" FIBER EXPANSION
JOINT MATERIAL
REQUIRED WHEN WALK
ABUTS RIGID STRUCTURES
2-#5 REBAR
18"
18"
7 TYPICAL CONCRETE SECTION
C3.1 N.T.S
2-0"
3'-0
3'-0
DIA. PIPE,
_L WITH CONC,
' DIA, x 3'-6'
NC. FOOTING
4 BOLLARD DETAIL
C3.1 N.T.S
COMPACTED ABC
(SECTION DEPTH TO BE
DETERMINED BY OWNER)
V,\VLV
SUBGRADE
GRAVEL AREAS
CONCRETE
(SECTION DEPTH TO BE
DETERMINED BY OWNER)
COMPACTED ABC
(SECTION DEPTH TO BE
DETERMINED BY OWNER)
SUBGRADE
PAVED AREAS
8 TYPICAL PAVEMENT SECTION
C3.1 N.T.S
1/20 R. I I 3" R. 6'
SAW CUT & POURED
a.:: JOINT FILLER PROPOSED ELEV,
- - REFERENCE POINT
FINISH PAVEMENT
6x6 W3.5xW3.5 ALLOW MESH TO EXTEND �7
WELDED WARE MESH A MIN. 3' BEYOND FORM
3000 PSI ELEVATION
CONCRETE
CURB AND GUTTER SECTION
10 CONSTRUCTION JOINT
C3.1 N.T.S
11 CURB AND GUTTER DETAIL
C3.1 N.T.S
12 CURB TAPER DETAIL
C3.1 N.T.S
E
6" — 4000 PSI CONCRETE
5 '� VALLEY GUTTER DETAIL
C3.1 N.T.S
4000 PSI CONCRETE SEAL W/ POLYSULFIDE
BROOM FINISH JOINT SEALANT OR EQUIV.
1/2" BOND BREAKER MATERIAL
6x6 W3.503.5 3/8 EXPANSION CAP
WELDED WIRE MESH
/4" R d :
COMPACTED FILL
NON -EXTRUDING
FILLER MATERIAL
—3/4" MIN.
1" 0 SMOOTH DOWEL
BAR 18" LONG (9" EACH SIDE)
AT 18" O.C., THIS SIDE
LUBRICATED
s CONTRACTION JOINT
C3.1 N.T.S
Project No. 044 3-11 — DPD CONC LOT 12
iWS ORAAW 15 TIE PROPERLY OF DE EAST CAROUNA CONS&TM RM ANY USE Rain RWROOUC71011 OISPI.AY OR SALE OF UN MAIM WTIOUT "MM =001T OF LNE FAST CAROUNA CONS XMM KLC L4 STIOMY
2 CONSTRUCTION ENTRANCE DETAIL
C3.1 N.T.S
4xD (OR 10' MIN.)
2
1�
WRAP RIP -RAP BEHIND F
FES OUTLET POINT
FLOW FES FLOW
F=W
\ PLAN VIEW N.C.D.O.T. d50 STONE SIZE OF 8'
MAXIMUM SIZE OF 12"
FLOW X FES
SECTION
RIP RAP 3' MIN. UP
EACH SIDE SLOPE
_FEW
6 RIP RAP APRON DETAIL
C3.1 N.T.S
BROOM FINISH
COMPACTED SUBGRADE
4000 PSI CONCRETE
2X FORM BOARD -RIPS
DOWN TO ALLOW WIRE
MESH TO BE CONTINUOUS
THROUGH JOINT.
WIDTH VARIES
�IIII�
DEPTH
I I i_ VARIES
-� I
-----� 1' 80TTOM
NOTE:
1. SEE SEEDING SCHEDULE,
3 ROADSIDE SWALE DETAIL
C3.1 N.T.S
SUBGRADE
Ll/2"x4" FIBER EXPANSION
JOINT MATERIAL
REQUIRED WHEN WALK
ABUTS RIGID STRUCTURES
2-#5 REBAR
18"
18"
7 TYPICAL CONCRETE SECTION
C3.1 N.T.S
2-0"
3'-0
3'-0
DIA. PIPE,
_L WITH CONC,
' DIA, x 3'-6'
NC. FOOTING
4 BOLLARD DETAIL
C3.1 N.T.S
COMPACTED ABC
(SECTION DEPTH TO BE
DETERMINED BY OWNER)
V,\VLV
SUBGRADE
GRAVEL AREAS
CONCRETE
(SECTION DEPTH TO BE
DETERMINED BY OWNER)
COMPACTED ABC
(SECTION DEPTH TO BE
DETERMINED BY OWNER)
SUBGRADE
PAVED AREAS
8 TYPICAL PAVEMENT SECTION
C3.1 N.T.S
1/20 R. I I 3" R. 6'
SAW CUT & POURED
a.:: JOINT FILLER PROPOSED ELEV,
- - REFERENCE POINT
FINISH PAVEMENT
6x6 W3.5xW3.5 ALLOW MESH TO EXTEND �7
WELDED WARE MESH A MIN. 3' BEYOND FORM
3000 PSI ELEVATION
CONCRETE
CURB AND GUTTER SECTION
10 CONSTRUCTION JOINT
C3.1 N.T.S
11 CURB AND GUTTER DETAIL
C3.1 N.T.S
12 CURB TAPER DETAIL
C3.1 N.T.S
E
0
U
U
c
o
rl
.a 5
a W
c7 n
L
ON
zN
O
m
Sao 00u
a
n
�dm a
OQ"Z<
•
•o
vcam�
> N
z a?J 0 m Cull
V��CN
q a 0N
N
WT
`�
W
Wuoa:r=
U
J
0
J
o
-
L
0
W
Y
Q
t
+
Q
O
(n
J
�
In
Z
LEJLd
Z
t]
U
`.S
U
O
O
_JLLJ
-
a�
O<>
Q
cc
=
Cl
o
=
a
f
H
O
O
C
a
3
0
o
Drawn: DS/HGN
I Deafen: DS
Checked: HGN
Approved: DS
Data
6/09/11
1 Scale: NONE
C3.1
Sheet 4 of 4