SW7040604_APPROVED PLANS_20120130

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW?(%��
DOC TYPE
❑CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
„iF%�✓�lO�3C�
YYYYMMDD
ram,,

VICININTy MAP
SITE DATA:
1' OWNER:
DAVID M, SHIELDS
11$ TALL FINE LANE
SOUTHERN SHORES. NC 27949
PH' (252
453-43$6
2- PIN # 123E00000110000
0.$. 1130 PG. 634
LQT i1 or CURRITUCK INDUSTRIAL PARK
LTHIS SITE IS OT AREA = 113,128 SF s
DING ADDRONED: LM 2.60 C.
ESS: 1 9 (LIGHT GREYSONLOOPAURrNG)
POWELLS POINT.
3' SITE IS LOCATED IN FLOOD Z NC 2796f;
PANEL 3720983800J, EFFECZONEX" S SHOWN ON
4- THIS IS NOT DECEMBER 16
TAKEN FROM TH A BOUNDARY SURVEY,DA2005,
rNDUSTRIAL PgRK FINAL SUBDf SON BOUNDARY
PLAT FOR LIMITS SHOWN
FRTHAT CABrNET r PAGES 279ATED 09/08/0 �URRITUCK
OMORIGINAL PLAT. TRUE 281' AN ERROR RECORDED IN
NORTH USED rN MAGNETIC NORTH WAS FOUND !N
SHOWN ON THIS PLAN- ORIGINAL PLAT, BEE IS 43 DEGREES
5• THERE ARE NO NORTH ARROWS
WETLANDS WITHIN THE PR0,IECT LIMITS.
6' ELEVATIONS ARE BASED ON
NAVD gg:
MONUMENT "
T 167 RESET"
7 ELEVATION
TYPE OF SOILS ON SITE: 9.37
T°motiey (TO)
Conetoe (CnAj _ - 43.3X
Borrow Pit (Bp} _-31.8%
8. N;mma - 24,49
ANY FILL o
BROUGHT ON SITE FROM
SHALL BE q ~~-
SITE/MINE0.5%
- ANY MATERIAL REMOVED F
$E D15POSED OF IN A SINGLE FROM THEN APPROVED SITE SHALL HALL
APPROVED
LOCATION,
IN THE EVENT rHAT THE CONTRACTOR
CONDiTrONS THAT ARE DIFFERENT THAN
PLANS, THE CONTRACT NEDEPiCrEDRS SITE
NOTIFY THE ENGINEER o SHALL fMM ON OWNER ARE NOT FI THE p EDIATELY STOP WORK
SE
STOPPAGES NANCIALLY R08LEM• THE ENGINEER OR
PROBLEM OR TIME DELAYS RESUL GBLE FOR SUCH WORK
CONTRACT THE CONTRACTOR ACCEPTS THIS Br ADDRESSING THE
O PERFORM THIS WORK. CCEPTING A
EXISTING LINDERGROU
INFORMATION AVAILABLE TO TIES ARE SHO CONSIDERED COMPLET E ENQNEER �p ASED ON
RESPONSIBLN THE A F TFNG AL� ERs L BE SHOULD NOT BE
MAY EXIST r SHALL
COMMENCEMENT E C OF CONSTR(jCT1Q SHALL
UTILITIES THAT
RESPONSIBLE F ONSTRt1CiiON PRIOR TO
DAMAGED DURING REpAdRING AT HIS � E CONTRACTOR SHALL gE
NC ONE GALL AT COI()0-32l094 CONTRA?TORXPENSE ANY SHALLTICONTACT
1-800-
9 FOR LOCATION.
i
f tpZZ
m
Uj TO
¢' '
2Y' ,
WOOD/TREES TO BE REMOVED T
THESE LIMIT
!S SAME AS LIMITS
OWNER OF 11, LJECTOT 10 , z
0
s
N
FARR 1 r ,
DEVELOPING LLC I! E — — _. � W _ � ._-_ ,- � _ r. � — 15 SIDE -- _ACK _ _ -_ _ _ � � r � � � � � _� � � � _ _- — — -_ � � I N/F
P►N# 1z3Eo0Da - . _ _ _ 1
ZONED, "LM" --- `4r -- --- _ � _- _ � ___. W _ _ ____ __ � ._ __ �_ � __ _ � .� i0 L L
0aA0000 i0' pRAINAGE�U-DyT� EASEMENT 1•� I PtN CO LC
(L1GH T z a00Qi
i
USE: STORMWq R NUFACTURfNG) - - _ - - - - - - - - - - - - - - - - - - - - - _ - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - _ _ _ _ - - - - - - \ \ , 0NED: "LM 1 L3£0 20000
DETENTION rn, AY e. -Y A-V% , ( `'HT MANUFa!`r„e.,_.
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tis
41
♦
.F 1�� i�
11� I
I ! 3 I i.
_
r
I �
GRAPHIC SCALD
15 30
60
w FEET)
Inch = 30 f
LEGEND
BENCHMARK
BOUNDARY LINE
R/W LINE
PROPERTY EXrENSI(Ny
EXISTING DITCH/SWALE
EXISTING Top OF BANK
~ EXISTING CONTOUR
��-0HU�_
EXISTING DRAINAGE PIPE
EXISTING OVFP&jr ,-
�'
EXISTING UTILITY POLE
ti�
EX- DITCH FLOW DIRECTION
EXISTING FIRE HYDRANT
wv
EXISTING WATER VALVE
sll�
EXISTING WATER METER
RECEIVED
A �; -'% rI
*`t��rstrrrrriir�
N CA
ESS,p., y
T-
• EAL
:
r C �iJ I �
I/
'�irrrr rry�N�W.
CUTER BANKAMUSEMENT:
LOT 11
CURRITUCK
INDUSTRIAL p
ARK
POPLAR BRANCH TOWNSHIP
CURRITUCK COUNTY
NORTH CAROLINA
rlOTIFY
Nc ONE CALL
AT
1-800-632-4949
FOR LOCATONUTO � ExISTING
t_
KEY P-`�
Project #: 100257
Drawing #: 100257
Drawn: D Site
Checked: AA
KDH
Approved: SCR
Date: 01/24/12
Sheet #: 1 of 4
Scale: 1:30
REVISIONS �M
NUM, DATE
1 DESCRIPTION
01-26-�2 Currituck
TRC Submission
2 01-27.12 DW
RaDLQ
Submission
SHEET TITHE:
EXiS7-ING
120 CONDITIONS
SHEET NUMBER,

VICININTY MAP
SITE DATA:
1• OWNER.
DAVID I SHIELDS
11 B TALL PINE LANE
SOUTHERN SHORES NC 27949
PH. [phone]
2• PIN # 123E00Q00i 1
D.B. 1130 P 11pp00
LOT ARfq � URRITUCK INDUSTRIAL PARK
THIS SITE JS 113 128 SF =
ZONED:
BUILDING Z•8H AC•
ADDRESS: 11g (GREYSON
AIVUFAC7URING)
"O%ELLS POINT,
3. SITE IS LOCATEDOINT, NC 27966
PANEL 3720q 38OOJFEFOD ZONE ^X^
£CTIVE DATED S SHOWN ON F,I,R,M•
4' THIS 15 NOT 0£GEAFBER 16,
TAKEN FROM THE OINALRSUBDJyS10N p SHOW,
INDUSTRIAL PARK SUR SURVEY. PLT' FOR
PLAT' F LrMRi SHOWN
PLAT CABINET P, PAGES Y DATED 09/08/05.ORECOROED IN
RR1111ORIGINALNORTH
PLAT TRUE -2 N AN ED W
NDRTFI USED IN MAGNETIC HORROR WAS FOUND IN
SHOWN ON THIS PLAN ORIGJNAL PLAT, SEE NORTH AH IS 43 RROWS
5• THERE ARE NO
WETLANDS WITHIN THE SEE
LIMITS,
B• ELEVATIONS ARE BASED
MONUMENT ON NAVE) 88:
T 167 RESET-
7-
TYPE OFSOI
LS
ON
SITE:
ELEVATION
E
VA TP QN z
9.37
7 0 rti
or t
e
r r
n _
Canetoe ) - 43.39'
Cra
)
Bor r 31
0 w .87'
P, .
t
B -
Nrrrt
A
3
P3• 2 rrro 4.4
A %
NY
FILL No _
L( _
BROUGHT)
SITE/MINE• ANYMA ON SITE SHALL
t?.5�
BE DISPOSED OF N CRIAL SIN REMOVED F ROFRO M E N APPROV D
g DISTURBED
APPROVED SJTE SHALL
URBED AREA WILL N07 LOCATION.
EOUPRE
10. PARKING R EXCEED 2.5 ACRES.
MEN TS:
1 PARKING SPACE PER WAREHOjjSES
2
LESS THAN 1 SPA EMPLOYEES ON
CE PER 5.000 SF GROSS O T BUT N .
BUILDING IS 1Q,5pp SF QR BUILDING:
ADA HA 500n a 3 SPACES R
HANDICAPPED SPACES P EQ'D
FOR R _
1 25 TOTAL SP S ER NC ACCESSIBILIT
PARKING SP S 1 HG SPACE R Y GODS:
ACES PROVJDED: EQ'D
3 REGULAR + 1 HC - 4 TOTAL
'I- PROPOSED SITE CO
VERAGE SREAKDOWN FOR PROJECT:
PROPOSED AGGREGATE DRIVES
PROPOD $uILDJNGS
PROPOSED SIDEWALKS 26,815 SF
F T R p I /CONC. PAV'T s 10.500 SF
PROPOSED 1MPERVIOLJS AREA 625 SF
PROPOSED SITE IMP ft 57.940 SF
ERVJDUS COVERAGE
MAXIMUM A = 57•9411 / 113.128 = 51.2Z
RECORDED (PER R LLOWABLE IMPERVIOUS CO
RDED PLAT FOR CURRITUCK IRDIS 55
12• OF LOT
! I NUSTRrAL PARK)
P
LARGE SHADE TREE F Pq J A
SHIADE RTR RADIUS AND 707 SF
SHADING AND SMALLOWN AND 3i4 SF SHADING w A
SHALL PROVIDE CROWNR
OF' VEHICULAR SURFACE AREAS OVrDE COVERAGE RADIUS
OR TOTAL VEHICULAR 2O
SURFACE AREA _
REQ'D SHADING = T 26 815+ 36p 27,175 SF
SUM OFrR 0.20 x (27.175) = 5.435 5F SHADING J ES/PT TR
ARTFA ADING
L EES SHADING PROVIDED:
FULL TREE CREDIT _
HALF TREE CREDIT (0) x 707 5F _ ZONE
(14) x 354 SF _ 0 SF U
FULLA TREEL-R4.958 SR
HALF CREDIT
TREE CREDT
I
TOTAL VSA (8) x 157 SF 0 SF
SHADED - 1,256 SF
AREA FRONDED
6.212 SF
6.212 SF > 5.43g SF
TOTAL VSA TREES PROVIDED OK
14 LARGE TREES
22 TOTAL TREES
NOTE:
ALL AGGREGATE VEH
AND DRIVE AROUND P ULAR AREAS INCLU I
FULL LHMPCKNESS SHpyyN I(S T THI ER OF BLIJLDFNG G ENTRANCE DRIVE
EDGE SHOWN SHALL BE THE
TO 75,Opp P 11YE AGGREGRQAlPL£TELY OUT TO ALL
Or AGGR£GA�UNOS AND TEST REGATESUIL`TSHALL BE
MPACTED
AGGREGATE AREASICKNES HAVE
NOT CE LLO%D•CO FATHERING
AGGREGATE_ALL SHALL 8E ALLD
IN PARKING AND EDGING BORDERS WED ALSO ALL
DRIVING AREA(SEE TO CONTAIN
(SEE DETAIL).
IN THE EVENT
CC%NDITJO S THA ARF THAT E CONTRACT
THEDJFFERFNT OR ENCAN OUNTERS SITE
NOrFY THE ER TOR SHALL MEDIAT PIC TED ON OWNER ARE NOT FINANCIALLY OF THE P THESE
STOPPAGES OR RESPBLEM. THE EN R OR
PROBLEM TIME DELAYS RESULON BLE F SUCH WORK
CONTRACT TO P CONTRACTOR ACCEPTS FROM ADDRESSING THE
£RFORM THJS WORK. THIS SY ACCEPTING A
INFORMAIIEXrSTING UNDERGROUND UTJLITI
CONSIDERED COMPLABLE TO THCS ARE E.
LETE E ENGFNEER gNDBASED c MESPOIyJS18LE FOq LOCATING CONrRA SHOULD NOT BE
MAY EXIST IN THE ALL UN[)IE ALL BE
COMMENCEMENT AREA OF CQNSTRUCTr UTILFTI
RESPONSIBLE F CONSTRUCTION. ON PRIOR; TO ES THAT
DAMAGED OR REPAIRING THE CONTRACTOR SHALL BE
DURING CONSTRUCTION HIS EXPENSE A
NC ONE CALL AT 1-800-UCTf0 CONTRACTOR NY UTILITIES
s4s FOR UTILITY FALL CONTACT
LOCATION.
'. 1•
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> I CONCRETE T�
APRON ���"N
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AGGREGATE BORDER DETAIL
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USE: AGRICULTURAL .
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H0 �. ]0' DRAINAGE UTtLJT`d EASEMENT 3;- . t. , I COL L
"LSTORM HT MANUFACTURI - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - s = - - - ax; - - - - �- `._ r _ _ �� - -: - . _ _ ` I ZQNE pPN 123E000001
"1 1-::L�1,�,,�.,L-t5
WATER D£r NG) _____ � - z _ .: ' -�yy�_ "' a D: LM 20000
£NrION k 447.54' (PLAT 447.57°�v r.ti ] I USE: (LJUNOCCUP, CrURrNG)
i . ,
...-.._... _
W W W W Vf W n�ng.__.._ _ -. - .m W W W iN W W W W W W W- - W--'---W -- - �. _ �ti 9
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t
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�' ' 1 .'1 '' , c I-+:�, Jib f, r .
30
. 6
LEGEND
BENCHMARK
-�� ti
BOUNDARY LINE
-_
R/W LINE
PROPERTY Exr £NSION
EXISTING DJTCH/SWALE
...
PROPOSED DITCN/SWALE
___ - __
. ..
EXISTING TOP OF BANK
4
w PROPOSED Top OF BANK
�w -w �-
EXJSANG DRAINAGE PIPE
EXISTING WA TERLJNE
.0 �
~
PRHpOSED t+VA TER 5CRL7CE
~
� CHU��
PROPOSED GRAVITY SEINER
� -- UGE �'
EXISTING OVERH EAD U TILI TY
ft"
UNDERGROUND ELECTRIC
, ♦.... -
LIMITS OF DISTUR8AJI
EXISTING WOODS ONE
rI
EXISTING
NG PAVEMENT
VEM E Nr
r ,,
.- 1 ,-.
PROPOSED Q P
O S ED G R R V!•L
"
PROP05ED CO N CR£TE
`01
EXISTING UTILITY POLE
2Yo zEXISTING
FIRE HypRANr
Wi
x EXISTING
WATER VALVE
M
PROPOSED
OP
OSED
E
X(
STING WATER METER
TREES,
�
LARGE: , SCARLET OAK
CSI
"'' (Quercu$ cOccinea) ad aO'+) (18 Req 8)
ALL LARGE TREECS T
BE
WITH A MINIMUM O ER A MINIMUM OF 8' 1
GRADE CALIPER F 2" (MEASURED 6"REIGN
) AT THE TIME
OF PLANTING A80T
VE
SMALL:
013
MYRTLE
We CREPE iLag¢fttrn+s"nja 1ndi" "r; axa(O Reg,,
ALL SMALL TREES TO BE
WITH A MINIMUM CALJPER A MINIMUI,II OF- 4' IN HEIGHT
GRADE) AT THE TIME OF PLANTING 6* ABOVE
NOTES,
THIS BUILDING WILL
ND BE USED MAINLY FOR
OF GAMING SOME MAINTENANCE AS NEEDED, EQUIPMENT, OFfICF MAY
REPAIR
AY BE ADDED
THERE
SHALL BE NO " WED AND THERE HIGH PILE STORAGE
PFTET, THEREFORE SPRINKWI BE NO SHELVING OVER
O ECrION ARE NOT REQUIRED S FOR FIRE
NO SECURITY FENCING OR
AFOR THE ALARM ITE SECURITY WGA JLL TES PLANNED
SYSTEM ARE
1VITHIN BE AROV7DED BY
'IRETHE $UFLDING,
CURBS! WILL 13C NO TRASH PJCKUP BY EMPTY OWOR USE N TRASHOF DUFEC RS, EITHER
AND RELY OWNER TO
DELIVERIES 141,E CLABLES OFF -SITE.
WEEK MAINLY $E MADE A COUPLE TIMES
TRUCK AND USING OWNER' A
TRAILER (APPROX. USING
AR IONALL YSg1 FOOT BOX
LENGTH TRACTOR
53' TRAILER),
OUTER BgNK�
A MUSEMENTS
LaT I1
BRIT
UCK
INDUSTRIAL
POPLAR BRANCH TOWNSHIP
CURRITUCK C
NORTH °USN
�AROLINA
� &OTIFY ONE CALL
1-8AT
FOR LOCATION OF EXISTtW
___ UnLITIES
BEY PLAN:
Project #, 1' 00 52 7� �-�
Drawing #: 100257 - Site
Drawn. DAA
Checked: KOH
Approved: SCR
Date: 01/2fi/12
Sheet #: 2 of 4
Scale: 1:3()
REVISIONS.
NUM. DATE. ----�,..-..-.,,..•..
1 01-26-12 DESCRIPTION
eUrrituck County
2 TRC Submission
Q1-27-12 QWQ & DLQ
Submission
---
SHEET 7I7LE_ -
GRAPHIC SCALE S'TE
1S UTILITy
,30
60 r PLAN IN PERT) S►1EET• NUMBER:
1 inch :=30
ft- 2

VICINITY MAP
NTS
S' TY DA TA:
OWNER:
DAVID M. MELDS
118 TALL PINE
SOUTHERN LANE
PH: THERN SHORES
(252) 45,3-43 NC 27949
2' 'IN # 123E
11,30 00WOIl00O()
PC, 634
LOT 11 OF'CURRITUCK 7
THIS
AREA = 113.128 INDUSTRIAL PARK THIS SITE Sr � 2160 AC,
BUILDING IS ZONED -
ADDRESS., LV (LIGHT MANUFACTURING)
719 GREYSON Loop
3.POWELLS POINT, NC
ISITE IS LOCATED IN PLOW 27gr
PANEL ZONE �X' AS SHOWN
4. '3720983'300J. EFFECTIVE DATED DECEM8ER0Nj6,r.j_R,M. .... .. . . ........
THIS IS NOT A S 2oo,5,
TAKEN FROM THE SURVEY,
INDUSTRIAL P HE FINAL SURD} BOUNDARY LIMITS SI_IOWk
Pb 'A�K SURVEY DATED BOUNDARY p kT CABINET
ATED OR CURRI TUCK
THE OR PAGES 279 281 09/013/05 RECORDED IN
IGINAL PLA T. AN ER116R FROM NORTH USED TRUE MAGNETIC WAS
SHOWN ON THIS PL IN FOUND IN
AN. ORIGINAL PLAT, NOR jH IS 43 DEGREES
S. THERE ARE No WETLANDS , SEE NORTH ARROWS DO NOT DISTURB r
'I. ELEVA WITHIN THE NO CONNECTION XISTING DITcH
PRO-JECT LIMITS. 6 D1 TCHES TO EX. DITCH
PROPOSED
TlONS ARE BASED ON NAVD 88: ITCH ALLOWED.
MONUMENT _r 167 RESET. JNv
7' TYPE OF SOILS ON Sj -rE. ELEVA 77ON 9,37 fNv 1. 82 1 qv
Tomolley (TO)
Coneloe 43,3X ... ... .... . .... .......
(CnA)
Borrow
ANY FILL BR O (No) 0- - ----- . ..... . ..... ---- --
Nirrim P (8p) 244%
HIM
�5% ..... to M
F�
---------- -REAR
13E Di
X
S'TE/M'NE ANUGHT ON SITE SMALL Y MATERIAL REMOVE,) FROM T
BE FROM AN A
S
UE� Spo-'El) OF IN A SINGLE APPROVEj) LOHE SITE SHALL 7�,
CATION. PPROVED 6, 9
9' DISTURBED AREA WILL NOT
EXCEED 10
- -- ------
2.6 ACRES.
10' PARKING REC"REMENTS,
WAREH
OUSES
7
PARKING SPACE PER
LESS THAN 1 2 �MPLOYEES ON
VAX. SHIFT BUT NOT ITCH INTX
BUILDING IS j0_5jX 50OD INV 5.8,5INVSF 6,4()
ADA 3 SPACES HANDICAPPED SPACE REOD Z
FOR 1-25 TOTAL SPACES HCCESSIBILITy COL)E..
S PER NC AC
PARKING IPACES PROVIDED:
SPACE REQ.E)
3 REGULAR HC 4 TOTAL zk
PROPOSED SITE COVERAGE rvl
"REAKDOWN
PROPOSED AGGRECA TE DRIVE PR
FOR PROjECT�
OPOSED 8 S
UILDINGS
PROPOSED
26,815 SF e4
F , I T S_lDEWAtKS/C0N, p
r 1p AVT X_
PROPOSED 10,500 SF
OSE fMPE
RV70US AREA -10
PROPOSED SITE JApERVIOUS 57.940 SF
COVERAGE
57.940 113.128
MAXIMUM ALLOWA,
(PER RECORDED P LE 51.2t
DITCH HP
LOT11
LATj#FA0pRERWOUS COVERAGE S INV
12. 1 1 651% OF' LOT 6,55 5.
LAJNZ)xr- jr, '9
APpill CURRITUCK INDUSTRIAL PARK)
>
LARGE SHAD
E TREE TS
R
SHADING AND SM
AND ALL SHADE -314 W/15' CROWN RADIUS A D 707 SF
OF SF SHADING
VEHICULAR PROVIDE - CROWN RADIUS
VEH SHALL W/10
SURFACE AREAS.
COVERAGE FOR 20%
TOTAL VEHICULAR -ACE AREA 7
RAH IN
2
26,
'EQ'D SHADING 0.20 815+360 27,17,5 5,9()
SUM OF TREES SHADING
5.4,3,5 SF SHADING
rREES SHADING PROVIDED: N/F
FARR DE
FU 15' SIDE SETBACK
" TREE CREDrr PIN ?2.3VELOPlNG LLC
HALF TREE CREDIT ZONED: E000000�0000
4W VAA
707 SF LIGHT - - - - - - - - - - - - 4) USE. S
.3,54 SF 0 SF TORMWA MANUF-ACTURING)
A T 4.956 $F TER DETENTION
FULL TREE CREDIT 0.30% SLOPE
447.54'
HALF TREE CREDIT x .314 SP
S83* 20' 35"W
OTAL M SZVEM
VSA SHADED AREA _0234b; rl INIA
(a) x 157 SF 0 Sr
1,256 SF - - - - - - - - - - - - - - - -- - - - - - - - - - - - - -
PROVIDED at 6,9- -0
6.212 Sr
6,212 Sr
DITCH I
TOTAL VSA > 5,435 SF BEG' -5' W1 D
NTX E
130TTOM
OK INV ITC
TREES PROVIDED 5.35
14 LARGE
TREES
22
TAL TREES
114VTE.
ALL AGGREGATE
AND WHiCULAR AREAS INCLUDING
DRIVE Aft)Nj) PERIMETER OF BUILDiN ENTRANCE DRIVE
POLL THICKNESS SHOWN
EDOE LIMITS SHOWN (.8' THICK) G SHALL
To 75j000 Cok, BE THE
HE AGGRfGA TE COMPLETELY OUT TO ALL
OF AGGRE POIINDS'AND TEST RESUI SHALL BE
CATE THICKN - COMPACTED
S ESS TS CERTIFIED
AGGREGATE AREA SHALL NOT pE FEATHERING
AGGREGATE SHALL "AVE EDGING BORDERS
IN PARKING AND DRIVING AREA ALLO�iD ALSO. ALL
S '0 CONTAIN
(SEE DETAIL),
IN THE EVENT
CONDITIONS AT AT E CONTRACTOR
PLANS, THE C ARE DI RENT TH ENC NTI-RS SITE
AN DEPICTED ON THESE
SHALL IA*MED
HE ENGINEER THE IATELY STOP
NOTIFY T TRACTO
OWNER ARE NOT WORK
PROBLEM. THE ENGINEER OR
STOPPAGES OR TIME RESP
PROBLEM HE E DELAYS RESU ON&BLE FOR S
CONTRA To CONTRACTOR LTING LICH WORK
------------------ PERFORM ACCEPTS TIFROM A
,IS By DDRENr , THE
.............THIS
. _ RK. ACCEPTING A
EXISTING
UNDERGROUND U,
GLITIES ARJE�_,
'NFORMATION AVAILASI 11 .�;Fi
CONSIDERED _F TO THE
ENGtNEF BASED ON
MAY E FOR CONTRACTOR AN,) SHOULD
RESPONSIBLE COMPLETETHE
LOCATIN I Not RE
EXIST IN G ALL UNDERGROUNDR SHALL BE
. THE AREA OF UTILITIES
COMMENCEMENT
CONSTRUCTION PRIOR To THAT
RESPONS08LE F�Ro' CONSTRUCTION
DAMAGED DURING REPAIRING AT
NC HTHE CONTRACTOR SHALL BE
ONE CALL AT CONSTIRu&jON IS EXPENSE ANY U 1 00-632- ClF50'lqTllACT6
4i4.9 OR UTILITY
SHALL77LITIES
Y LOCAT)CONTACr
ON.
EX-f)ETEN rioq poqj)
FIN N/F
LEY S EN
&
DRIWINATER NEW8 HORATIO
PIN ERN, III
Zot'jro� 0123000()0040000
A' (AGRICULTURAL]
USE; AGRICULTURAL AL)
$" CUD
(B01H END CRUSH'
ffils
MATCH
DITCH ELEV.
INV t 4,87
- - - - - - - - - - - - - - - - - - -
L
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
ENV
. ..... ....
. . ........
--- ----- A iN�NV
. .. . .......
v INV
5. . ..... . .....
�b
N83L20* 51'E z
987-
351-50-- 7 -
Ns
. . .... ......
7
7 7 S97
35 - E
34
xxx . ..... �x
_W -W _W -W -W -W
-W -W -W -W -W -W
-W
-W -W
VV
J;
LEGEND
BENCHMARK
BOUNDARY LINE
R/W LINE
PROPERTY EXTENSION
EXISTING D' rCH/SWALE
...... ...... .. . ... ...
....
PROPOSED D' TCH/SWALE
........
CXiSTlJqO; TOP OF BANK
..... ....... .......
PROPOSED TOP OF. BANK
-----
4
EXISTING CONTOUR
PROPOSED CONTOUR
EXISTING DRAINAGE PIPE
EXISTING OVERHEAD UTILITY
LIMITS OF DISTURBANCE
EROSION CONTROL SILT FENCE
EXISTING WOODS LINE
EXISTING FIRE . HYDRANT
EXISTING WATER VALVE
EXISTING WATER MLrTER
DRAINAGE FLOW DIRECTION
DITCH '-LOW DIRECTION
DITCH FLOW DIRECTION
PROPOSED GRADE
CHECK DAM
N/P
PIN# 12
LO3EO000L. LLC 000I
ZONED: LM. 20000
UNOCCUPIED
USE, (LIGHT MANUFACTURING)
LNTC,q Hp
INV
B -
INV
.%% 1p,
-oA CAPo "i,
.......... A#
S CAL
;A 41, n
ouTEAANM
NT
Lo-r 11
CURRI-rUCK
INDUSTRIAL P4RK
POPLAR BRANCI-1 TOWNS81P
CURRITUCK COUNTY
NORTH CAROLINA
N 0 7 - _IF Y----
NC ONE CALL
1-8 AT
xpR 0-63 -4949
LOCATOV
WN.
'E�Yp
/ Vs.:/ / � U 11LITY
EASEMENT
Rli
00257
Drawing
1 00257 Site
Drawn: DAA
Checked: KoFi
_ APPIOvL 9d: SCR
1/26/12
Sheet #:
3 Of 4
,Scale, 1:3()
PK NAl -
ELEV. CENTERLINE NrX
9,27 (NAVD88)
6 M. DATE
DESCRIPTION
1
01-26-12 Curtituck County
2 01-27-12 TRC Submission
0WQ& DLQ
Submi,ssion
SHEET- �TiTLE.-.
30 GRAPIJIc SCALE
GRADING
30
so
120 PLAN
IN FEET
SHEET NUMj3ER:
inch = 30 tt.
-1

Mae Bar l d q s vy° °q
PRUNE CODOMINANT LEADERS
PRUNE BROKEN, RUBE
OR CROSSING BRANCF
DO NOT PRUNE TERMINAL
LEADER OR BRANCH TIPS
PRUNE NARROW CROTCH
ANGLES do WATER SPOUTS
2" X 2" STAKE INSERTED
#10 WIRE THRU
12" - 15" INTO SOLID SOIL.
DO NOT STAKE OR WRAP
RUBBER HOSE
TRUNK UNLESS NECESSARY.
REMOVE TAGS AND LABELS.
CUT AWAY ALL BALLING ROPES
PRUNE SUCKERS
REMOVE TOP OF WIRE BASKET
2"- 3" MULCH KEPT
UNAMENDED BACKFILL SOIL
AWAY FROM TRUNK
PARTIALLY BACKFILL, WATER TO
SOIL WELL TO CONTAIN WATER
SETTLE SOIL, FINISH BACKFILLING�
\
WIDEN AND SCORE HOLE WALL \
\
\ AREA FOR WATER DRAINAGE
(PIPE OR TILE COULD BE
REMOVE CONTAINER AND CUT CIRCLING
INSTALLED)
ROOTS IF CONTAINER -GROWN, OR AS MUCH
LEAVE SOLID SOIL PEDESTAL.
BURLAP AS POSSIBLE IF FIELD -GROWN
DO NOT DIG DEEPER THAN
BALL DEPTH.
TREE PLANTING DETAIL
NTS
CONSTRUCTION
1, CONSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH OR EXTRA
STRENGTH SYNTHETIC FILTER FABRICS.
2. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 24
INCHES ABOVE THE GROUND SURFACE. (HIGHER FENCES MAY IMPOUND VOLUMES OF
WATER SUFFICIENT TO CAUSE FAILURE OF THE STRUCTURE.)
3, CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE LENGTH
OF THE BARRIER TO AVOID JOINTS. WHEN THE JOINTS ARE NECESSARY, SECURELY
FASTEN THE FILTER CLOTH ONLY AT A SUPPORT POST WITH 4 FEET MINIMUM
OVERLAP TO THE NEXT POST.
4, SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH FASTENED
SECURELY TO THE UPSLOPE SIDE OF THE POSTS. EXTEND THE WIRE MESH SUPPORT
TO THE BOTTOM OF THE TRENCH. FASTEN THE WIRE REINFORCEMENT, THEN THE
FABRIC ON THE UPSLOPE SIDE OF THE FENCE POST. WIRE OR PLASTIC ZIP TIES
SHOULD HAVE MINIMUM 50 POUND TENSILE STRENGTH.
5. WHEN A WIRE MESH SUPPORT FENCE IS USED, SPACE POSTS A MAXIMUM OF 8
FEET APART. SUPPORT POSTS SHOULD BE DRIVEN SECURELY INTO THE GROUND A
MINIMUM OF 24 INCHES,
6, EXTRA STRENGTH FILTER FABRIC WITH 6 FEET POST SPACING DOES NOT REQUIRE
WIRE MESH SUPPORT FENCE. SECURELY FASTEN THE FILTER FABRIC DIRECTLY TO
POSTS, WIRE OR PLASTIC ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE
STRENGTH AND A 6 MONTH UV PROTECTION RATING.
7. EXCAVATE A TRENCH APPROXIMATELY 4 INCHES WIDE AND B INCHES DEEP
ALONG THE PROPOSED LINE OF POSTS AND UPSLOPE FROM THE BARRIER.
8. PLACE 12 INCHES OF THE FABRIC ALONG THE BOTTOM SIDE OF THE TRENCH.
9, BACKFILL THE TRENCH WITH SOIL PLACED OVER THE FILTER FABRIC AND
COMPACT. THOROUGH COMPACTION OF THE BACKFILL IS CRITICAL TO SILT FENCE
PERFORMANCE.
10. DO NOT ATTACH FILTER FABRIC TO EXISTING TREES.
THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE REQUIREMENTS OF THE EROSION
AND SEDIMENT CONTROL STANDARDS AND SPECIFICATIONS OF THE DEPARTMENT OF
ENVIRONMENTAL AND NATURAL RESOURCES. SOIL EROSION AND SEDIMENTATION CONTROL
MEASURES SHALL BE PROVIDED ON ALL AREAS OF THE SITE WHICH ARE DISTURBED OR GRADED.
SEEDBED PREPARATION
PROVIDE A GROUNDCOVER (TEMPORARY OR PERMANENT) ON EXPOSED SLOPES WITHIN 14
THE CONTRACTOR SHALL CUT AND DISPOSE OF WEEDS OR OTHER UNACCEPTABLE GROWTH ON THE AREAS
CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY FOR SLOPES 3:1 OR FLATTER AND
TO BE SEEDED. UNEVEN OR ROUGH AREAS SHALL BE SHAPED AND SMOOTHED TO PROVIDE FOR EFFECTIVE
LESS THAN 50' IN LENGTH, FOR SLOPES 4:1 OR FLATTER OF ANY LENGTH (EXCEPT FOR PERIMETERS
SEEDING AND EASE OF MOWING, THE SOIL SHALL BE SCARIFIED TO A DEPTH OF NOT LESS THAN 5 INCHES.
AND HOW ZONES), AND SLOPES NO STEEPER THAN 2.1 AND LESS THAN 10' IN LENGTH.
CLODS SHALL BE BROKEN AND THE TOP 3-4 INCHES OF THE SOIL SHALL BE WORKED INTO A SEEDBED BY
THE USE OF PULVERIZERS, DRAGS, OR HARROWS. THE PREPARATION OF SEEDBEDS SHALL NOT BE DONE WHEN
PROVIDE A GROUNDCOVER (TEMPORARY OR PERMANENT) ON EXPOSED SLOPES WITHIN 7 CALENDAR
THE SOIL IS FROZEN OR EXTREMELY WET.
DAYS FOR SLOPES STEEPER THAN 3:1 OR SLOPES 3:1 OR FLATTER GREATER THAN 50' IN LENGTH,
FOR HIGH QUALITY WATER (HWQ) ZONES, AND PERIMETER DIKES, SWALES, DITCHES AND SLOPES.
SOIL AMENDMENTS
THE CONTROL MEASURES SHALL BEGIN PRIOR TO ANY LAND DISTURBING ACTIVITY INCLUDING
CLEARING; SHALL CONTINUE DURING CONSTRUCTION AND SHALL CONTINUE WITH THE NECESSARY
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 3.000-5.000 LB/ACRE GROUND
MAINTENANCE UNTIL THE DISTURBED LAND IS STABILIZED. COMPLIANCE WITH LOCAL AND/OR
AGRICULTURAL LIMESTONE (USE THE LOWER RATE ON SANDY SOILS) AND 1,000 LB/ACRE 10-10-10 FERTILIZER.
STATE SOIL EROSION AND SEDIMENTATION CONTROL LAWS SHALL BE THE ENTIRE RESPONSIBILITY
OF THE CONTRACTOR. THIS PARAGRAPH IS INTENDED TO SERVE ONLY AS A GUIDE TO THE
CONTRACTOR FOR COMPLIANCE WITH SUCH LAWS. ORDERS, RULES AND REGULATIONS CONCERNING
EROSION AND SEDIMENTATION CONTROL PROTECTION OF EXISTING STRUCTURES AND FACILITIES
MULCHING
FROM SEDIMENTATION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ITEMS TO BE
PROTECTED SHALL INCLUDE, BUT ARE NOT LIMITED TO, CATCH BASINS, NATURAL WATERWAYS,
APPLY 4,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH, ANCHOR
DRAINAGE DITCHES, WALKS, DRIVES, ROADS, LAWNS, AND STREAMS.
STRAW BY TACKING WITH ASPHALT, NETTING, ROVING, OR BY CRIMPING WITH A MULCH ANCHORING TOOL.
A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCHING TOOL,
EROSION CONTROL
MEASURES
MAINTENANCE
SEEDING MIXTURE RATE (LF/ACRE)
IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTILIZE IN THE SECOND YEAR, ACCORDING TO SOIL TESTS
TALL FESCUE 80
OR TOPDRESS WITH 500 LB/ACRE 10-10-10 FERTILIZER. MOW AS NEEDED WHEN SERICEA IS OMITTED FROM
PENSACOLA BAHIAGRASS 50
THE MIXTURE. RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY.
SERICEA LE5PEDEZA 30
KOBE LESPEDEZA 10
SEEDING NOTES
1, FROM SEPT. 1 - MAR. 1, USE UNSCARIFIED SERICEA SEED
2. ON POORLY DRAINED SITES, OMIT SERICEA AND INCREASE KOBE TO 30 LB/ACRE.
3. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND INCREASE KOBE TO 40 LB/ACRE.
NURSE PLANTS
BETWEEN APRIL 15 AND AUG. 15, ADD 10 LB/ACRE GERMAN MILLET OR 15 LB/ACRE SUDANGRASS.
PRIOR TO MAY 1 OR AFTER AUG. 15. ADD 25 LB/ACRE RYE (GRAIN).
SEEDING & MULCHING
SEEDING DATES
BEST POSSIBLE
EARLY SPRING: FEB. 15-MAR. 20 FEB. 15-APR. 30
FALL: SEPT. 1-SEPT. 30 SEPT. 1-OCT. 31
2'-0"
STEEL POST —
SILT FENCE DETAIL
NTS
2'-0" PRECAST
PARKING
BLOCK
4" THICK 5' WIDE 3000 PSI CONCRETE SIDEWALK
1" R
SLOPE 1/4" PER FOOT
•' a" .. :� 8" ABC STONE BASE'I`
a. •
-1 I I III III I 1 k III :4•
=1 i t III -III III III -I I-1 I I III I I
-Ii1 1I1,I11I M I 11=1 -1 E
COMPACTED EARTHI—
* NOTE:
ALL AGGREGATE VEHICULAR AREAS INCLUDING ENTRANCE DRIVE
AND DRIVE AROUND PERIMETER OF BUILDING SHALL BE THE
FULL THICKNESS SHOWN (8" THICK) COMPLETELY OUT TO ALL
EDGE LIMITS SHOWN. THE AGGREGATE SHALL BE COMPACTED
TO 75.000 POUNDS AND TEST RESULTS CERTIFIED. FEATHERING
OF AGGREGATE THICKNESS SHALL NOT BE ALLOWED. ALSO, ALL
AGGREGATE AREAS SHALL HAVE EDGING BORDERS TO CONTAIN
AGGREGATE IN PARKING AND DRIVING AREAS (SEE DETAIL).
CONCRETE SIDEWALK DETAIL
NTS
SEEDING SCHEDULE
1. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE PAD. (SEE DETAIL)
2. INSTALL EROSION CONTROL DEVICES AT SITE DISCHARGE POINTS TO PREVENT
OFF SITE SEDIMENTATION.
3. PERFORM CLEARING / DEMOLITION WORK.
4. CUT NEW SWALES AND DITCHES.
5. INSTALL THE REMAINING SEDIMENT AND EROSION CONTROL PROTECTION.
6. INSTALL THE STONE BASE FOR THE PROPOSED PARKING AND DRIVES.
7. PROVIDE A GROUNDCOVER (TEMPORARY OR PERMANENT) ON EXPOSED SLOPES
WITHIN 14 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY FOR
SLOPES 3:1 OR FLATTER AND LESS THAN 50' IN LENGTH, FOR SLOPES 4:1 OR
FLATTER OF ANY LENGTH (EXCEPT FOR PERIMETERS AND HOW ZONES), AND
SLOPES NO STEEPER THAN 2.1 AND LESS THAN 10' IN LENGTH.
PROVIDE A GROUNDCOVER (TEMPORARY OR PERMANENT) ON EXPOSED SLOPES
WITHIN 7 CALENDAR DAYS FOR SLOPES STEEPER THAN 3:1 OR SLOPES 3:1 OR
FLATTER GREATER THAN 50' IN LENGTH, FOR HIGH QUALITY WATER (HWQ)
ZONES, AND PERIMETER DIKES, SWALES, DITCHES AND SLOPES.
8. MONITOR AND MAINTAIN THE INSTALLED EROSION CONTROL MEASURES
AND REPAIR AS NECESSARY.
9. ONCE VEGETATION IS ESTABLISHED, REMOVE THE CONTROL DEVICES,
CONSTRUCTION SEQUENCING
CLASS B EROSION CONTROL STONE
STONE DEPTH = 24" 4u TOP OF BANK
4 4 4
v V
MAX. HEIGHT 4 4° ° Z Z
v 4 _
O o 0
PIPE , I'' 'U In `- DITCH BOTTOM
4 V W
5 W
4 o W
0 a
4 L V V L
Lk I
TOP OF BANK
18'
10
8' MAX. STANDARD STRENGTH FILTER FABRIC WITH WIRE FENCE
GEOTEX 2134 OR GEOTEX 102F OR APPROVED EQUAL
6' MAX. EXTRA STRENGTH FILTER FABRIC WITHOUT WARE FENCE
GEOTEX 2134 OR GEOTEX 102F OR APPROVED EQUAL
6" X 32" WIRE FENCE —\
NOTE:
ALL AGGREGATE VEHICULAR AREAS INCLUDING ENTRANCE DRIVE
AND DRIVE AROUND PERIMETER OF BUILDING SHALL BE THE
FULL THICKNESS SHOWN (8" THICK) COMPLETELY OUT TO ALL
EDGE LIMITS SHOWN. THE AGGREGATE SHALL BE COMPACTED
TO 75,000 POUNDS AND TEST RESULTS CERTIFIED. FEATHERING
OF AGGREGATE THICKNESS SHALL NOT BE ALLOWED. ALSO, ALL
AGGREGATE AREAS SHALL HAVE EDGING BORDERS TO CONTAIN
AGGREGATE IN PARKING AND DRIVING AREAS (SEE DETAIL).
6' 9"
WFERED EDGES
8" ABC STONE*
PRECAST PARKING BLOCK
NTS
SECTION
EROSION CONTROL STONE
EPTH TO FLUSH WITH
OF DITCH
..,.-WOVEN GEOTEXTILE FABRIC
GEOTEX 801 OR APPROVED EQUAL
ROCK ENERGY DISSIPATER
NTS
TOP
TOP O�� BANK
BOTTOM DITCH
6"
LAYER OF #5 -
WASHED STONE
12" THICK
PROFILE "— CLASS B STONE
REMOVE SEDIMENT WHEN IT ACCUMULATES
TO 1/3 THE HEIGHT OF THE DAM
FILTER DAM IS TO BE IN PLACE UNTIL
GRASS IS ESTABLISHED IN BOTTOM OF DITCH
SUFFICIENT TO PREVENT EROSION
CHECK DAM DETAIL
NTS
STANDARD HANDICAPPED PARKING SIGN (TYPICAL) mr
TO BE
DEPRESSED SIDEWALK INSTALLED AT REQUIRED HEIGHT AND
DIMENSIONAL RELATIONSHIP TO PARKING STALL.HYMM
., .
—\
.9021
LEVEL WITH PARKING
HANDICAPPED PARKING STALL (TYP.)-BEY11
:12
:12
—EDGE OF
AS DIM'D,
ON
SITE
PLAN
Il
SIDEWALK SOL.U7ONS OM— THE GROUND U
150 US Hwy 158 E.
PO Box 339
PARKING STALL PAVEMENT MARKINGS (TYP.) Camden, NC 27921
(2 a21 338-2913
8.0 FT. WHEELCHAIR ACCESS AISLE (252) -552 fax
e 8 8 www.hymanrobey.com
PLAN VIEW OF PARKING STALL(S) License C-0598
VAN
ACCESSIBLE Y CAF?0
-' ESSip•'y
RESERVED 'a EAL
PARKING = 30 �G
Q'- F—
C
' •'�
._ W
,,�''r►r r+A�+tttt���
AN ' ACCESSIBLE �Z
BOTTOM EDGE OF SIGN
MAXIMUM OUTER BANKS
PENALTY
25° AMUSEMENTS
IGS - � CLEARANCE:
60" OUTSIDE OF PEDESTRIAN AREAS
84" WITHIN PEDESTRIAN AREAS
A.D.A. STANDARD HANDICAPPED PARKING SIGN —GRADE
(W/ STANDARD HANDICAPPED SYMBOL)
HANDICAPPED PARKING
DIETAIWALKWAY
NTS
TYPICAL DITCH OR SWALE
NTS
URHUC r-UIF41
NOTE:
ALL DITCH CONSTRUCTION MUST REMAIN ON THE "PROJECT SITE"
PROPERTY AND SHALL NOT DISTURB THE ADJOINING PROPERTY.
UNDER NO CIRCUMSTANCES IS THE CONTRACTOR TO ENCROACH
ON THE ADJOINING PROPERTY WITH CONSTRUCTION OR EQUIPMENT.
TYPICAL DITCH ALONG PROPERTY LINE
NTS
LOT 11
CURRITUCK
INDUSTRIAL PARK
POPLAR BRANCH TOWNSHIP
CURRITUCK COUNTY
NORTH CAROLINA
NOTIFY
NC ONE CALL
AT
1-800-632-4949
FOR LOCATION OF EXISTING
UTILITIES
KEY PLAN:
A.
NCDOT #5 OR #57 WASHED STONE SHALL BE USED. PAD TO BE 50' X 20' X 6" DEPTH MIN.
B.
TURNING RADIUS SUFFICIENT TO ACCOMODATE LARGE TRUCKS TO BE PROVIDED.
C.
ENTRANCE(S) SHALL BE LOCATED TO PROVIDE FOR MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES.
D.
PAD MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLOW OF MUD
ONTO STREETS, PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY.
Pro ect #:
1
100257
E.
ANY MATERIAL WHICH IS TRACKED ONTO ADJACENT ROAD SHALL BE REMOVED IMMEDIATELY.
Drawing #:
100257 - Site
Drawn:
DAA
Checked:
KDH
Approved:
SCR
Date:
01 /26112
Sheet #:
4 of 4
So
Scale:
1:30
�oAo�p'�•.• FT
'•:'����
REVISIONS:
.•:;.•S•.•.•
��
NUM. DATE
DESCRIPTION
Oda\N\NG
P •••::.:.:.:.:.:.;.
•s•�:•.•.•.•.•.•.•.•:•.
1 01-26-12
Currituck County
•'•'•'�'�'•�•'•'�'
TRC Submission
•'='�'�'�•�'�'�'•
2 01-27-12
DWQ & DLQ
�\ ••'•• �.
F
Submission
�P� ¢PF,Q O �•
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
NTS
SHEET TITLE:
DETAILS
SHEET NUMBER:
4
1 .fir_ - �., _._. _. t. �._ __ __-....�i -- -.-,: _..�. .r. ., r r_ .: n- -'— v —. Yrr l�s: -. .. _ � _.Y �v.'-rr�s ..-.•.r r`..-r - - _ _

map , l �t( I�V (a a y
NOTES
1. OWNER/DEVELOPER: BENJAMIN SIMPSON AND JOSEPH SIMPSON
PO BOX 244
POINT HARBOR, NC 27964
[phone]
2. THE OWNERS INTEND TO CONSTRUCT A 5,000 SF METAL BUILDING TO EXPAND THEIR
EXISTING HVAC BUSINESS, ALL SEASONS HEATING AND COOLING, TO THIS FACILITY.
TWENTY-FIVE PERCENT OF THE BUILDING WILL HOUSE ADMINISTRAVTIVE OFFICES AND THE
REMAINING AREA WILL BE USED FOR COMPONENT ASSEMBLY AND STORAGE. THIS IS A
PERMITTED USE IN THIS ZONE.
3. PROPERTY DESCRIBED AS LOT 2, CURRITUCK INDUSTRIAL PARK, CORRECTION PLAT,
P.C. J, SL. 39; CURRITUCK CO. ID# 123E-000--0002-0000;
200 FOX KNOLL DRIVE, POWELLS POINT, NC
4. PROPERTIES LOCATED IN F.I.R.M. "ZONE X" AS SHOWN ON PANEL NO. 3720984600J
DATED 12--16-2005 (SUBJECT TO CHANGE BY F.E.M.A.)
5. PROPERTY IS ZONED: LM (LIGHT MANUFACTURING)
6. LOT AREA: 63,474 SF (1.46 AC)
7. SURVEY REFERENCES:
D.B. 599, PG. 881
P.C. I, SL. 279-281
P.C. H, SL. 219
P.C. J. SL. 39
8. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES.
ELEVATIONS SHOWN HEREON PER NAVD 88.
9. NO NCGS MONUMENTS FOUND WITHIN 2000' OF THE PROPERTY.
10. UTILITY AND DRAINAGE EASEMENTS PER P.C. I, SL. 279-281
FRONT - 15' SIDE - 10' REAR - 10'
11. LOT COVERAGE NOT TO EXCEED 65% OF IMPERVIOUS SURFACE.
12. MINIMUM FIRST FLOOR ELEVATIONS PER P.C. I, SL. 279-281. (CONVERTED TO NAVD 88)
13. PARKING HAS BEEN CALCULATED AS FOLLOWS:
5,000 SF ® 1 SPACE PER 400 SF = 12.5 SPACES
13 SPACES REQUIRED,
13 SPACES PROVIDED.
14. LOT COVERAGE IS AS FOLLOWS:
PROPOSED COVERAGE =
BUILDING = 5,000 SF
ASPHALT & CONCRETE = 4,500 SF
GRAVEL = 11,015 SF
TOTAL = 20,515 SF (32.3%)
TOTAL ALLOWED = 38.084 SF (65%)
15. AREA TO BE DISTURBED 36,364 SF (0.83 ACRES) = 100%
16. ALL DISTURBED AREAS SHALL BE STABILIZED WITH A COASTAL VEGETATION MIX.
17. BUFFERYARDS SHALL BE IN ACCORDANCE WITH CURRITUCK COUNTY ORDINANCE
AS SHOWN.
18. LIGHTS FOR THIS FACILITY WILL BE WALL MOUNTED INCANDESCENT SECURITY FIXTURES.
19, ALL UTILITIES WILL BE PLACED UNDERGROUND.
20. SHADE TREE REQUIREMENTS: 20% OF PARKING ARW707 SF
(15,465 SF X .20/707 SF = 4.37 OR 5 TREES)
21. STORMWATER WILL BE DIRECTED TOWARD DITCH ALONG FOX KNOLL DRIVE VIA SHEET
FLOW TO SWALES AND PIPES. ROOF RUNOFF FROM WEST SLOPE SHALL BE DIRECTED
BY GUTTERS AND DOWNSPOUTS ACROSS PARKING AREA TO SWALE, WHEREAS
DOWNSPOUTS ON EAST SLOPE SHALL BE TIED TO 12" HDPE USING 4" PVC
LATERALS. STORMWATER MANAGEMENT FOR ALL PROPERTIES WITHIN THE CURRITUCK
INDUSTRIAL PARK IS ACCOMMODATED (FOR COVERAGE UP TO 65%)
THROUGH THE COMMON STORMWATER MANAGEMENT AREAS UNDER AN EXISTING
PERMIT. STORMWATER RUNOFF MUST BE DIRECTED TO SWALE ALONG FOX KNOLL DRIVE.
22. TRASH WILL BE COLLECTED VIA A PRIVATE COLLECTION SERVICE.
23. SEPTIC SYSTEM DESIGNED FOR 325 GIRD 0 0.6 GPD/SF.
13 EMPLOYEES 0 25 GPD/EMPLOYEE WITH A 1000 GALLON SEPTIC TANK
AND 540 LINEAL FOOT OF DRAINLINE.
24. THIS SITE PLAN, AS DESIGNED, IS IN COMPLIANCE WITH NCDENR DWQ
STORMWATER PERMIT NUMBER SW 7040604.
25. ELEVATION OF BUILDING IS 6" HIGHER THAN THE MINIMUM REQUIRED UNDER THE NEW
DATUM (NAVD 88).
26. THE PERIMETER OF THE VEHICULAR AREA SHALL BE DELINEATED USING MATERIAL SUCH
AS CROSS TIES OR LANDSCAPE TIMBERS, OR OTHER ACCEPTABLE MEANS AND IN SUCH
A WAY SO AS TO NOT IMPEDE STORMWATER FLOW.
27. SEE LANDSCAPE PLAN FOR BUFFER DETAILS.
4.0'
VARIES
MIN. COVER
3'-0" (TYP.)
MIN. DEPTH 2'-0" BENEATH SWALE
(IF SWALE PRESENT)
* 3/4" SINGLE - STRAP BRASS SERVICE
SADDLE (DRESSER OR SMITH BLAIR)
STANDARD END
CONNECTOR
3/4" OR 1- COMPRESSION FITTING
CORPORATION STOP AS REQUIRED
1
A10 W O
FOX KNOLL COAAWS9014L PARK PHA 2
.JIOW W. HAIM AND ASSOCIAMA C
N TM 123 PARCEL 3*
FM l
JOMARRl5 & A!9W6IATl=5 P1 j
N
J! IN HARRIS & A550GIATF_S
I
N
W-N ETS GREEK
MCLE6AL.E NURSFRY
LOi I5
LOT 22 PC Ii SL 219 LOT 2I
9535 27 16709 ZONE IM' 9535 27 4999 ` 9535 27 28
/ \
.GENERAL8 _ U51NES5. ,
�``�
LIGHT .INDUSTRIAL
w
f
...... ............. ...... .-. _ - .......__
CONTROL
A TRANGLES CORNER
621.38' '4 30"E L43
.......�„� N22 8'
' N©4+k-AGG�rfa bIFFER
422A2' - -
-
__.
..... _... ...
.x
-
-_ _... TYPE 'C' BUFFER _..
_.,.._EE
NOTE 26
» _.. ....
,
-�
............. .. --�
pm
RELC� kTE EX.
-� ' „ WATER METER
STQRMWATER RETE7�TION
.............................. l
:.....aa�a�........... .. ,
♦ F F d d d ♦ F , F aY F .� a?` d♦ F F a` ♦ d 9 3 F .a a .a 9 3 9 3♦♦. d .....\..........., »...:::. .::::.. :
FlF
CURFT F♦ f F S F d NO RE LANE Td
ARRING F • W 9 3 3 d d r r 3 r 3 d 3 r r r d r r r r r A'
s` ...... FENCE d .a a• : d s ♦ ,.. SIGN ... A . . d s s s s ' ♦ ♦ ♦ F s s s ♦ ♦ ♦ ♦ r F d ♦ ♦ ♦ M
....»�f................. . r ¢18"CM
... .9.tl0} a........ i},. .......> . rr r 9 INV. B.
.... ... r a- ... r r r .. r ... r r r ♦ -` 4 >:' :::d:, llll u
� r F _
J F `.� ... r .. ..$� �►nctc �cRArEt � t . , , , r � r r r r > .. r r r . . r r r
F-'r��YYR-�YYY>!Yl�.
�+
! ;q *` , , , , , , m ♦ , FIRE PPARATUS i , . , , , . . ��♦ ♦ • T2,'x55,, LOADING AFh�iC , , d • f I � )(
A
N �..,,? � .. ... .z ♦ ♦ ♦ ♦ ♦ ♦ ♦ ® ffURNING' AREA' ?s d d ♦ s r , ♦ ' /� .. . t - { _
x s ♦ s ♦ ♦ ♦ ♦ ♦ s s ♦ ♦ ♦ ♦ ♦ ♦ t r' t - -
LOT1 o f .,., da..ddgr........
FIRE LANE , F . 7 i 'STOP' SIGN
NO PARKING d 10'x35' .SITE.
O• SIGN ,.,, ,, ..,,,, , , ,,,. ,,, F, MOUNTED{ I ;It I I i TRIANGLE-
EXISTING VEGETATION HC SIGN I ( x
IL TO REMAIN AS BUFFER > x ® ♦ ♦ ♦ ♦ a ♦ ♦ ♦ a s d,"rs r a s r a s s.�.a \»
♦♦ s s a ♦♦ s 3 a 3 a` a>: ' s• , 5,000 F METAL BUILDING I K9_0 I 71
C,
r, °y. > '
d SL.M ON GRADE d N .
p`T- �r �'� 3 '� s ♦ s S s s s ? s 1g,�1Q' SCR*f:Q4 . ..x,, +, GABLE ROOF
\ / s r, a ♦ F s ,.D R, W . . r o > . F.F.b 10.0'
}` . !� d •sI . 9 . 1T� i�TF (NAVD 8i9 DATUM) » a REPAIR x
i X 1' s12 e . (T \ I I AREA I s
;N • • • s • F ('. ^"i'. \is li 1f3 .iZ� 3 S .,` ♦ l� r 3 3 3 a A .,, . . fg'" . :ai: . l MAINTENANCE/WAREHOUSE ` OFFICE
AREA AREA
r g'� 1,000 GALLON
j
'�.
1
SEPTIC TANK4.7
y
X_Yl; . .
f/ i :`` 12" HDPE 16.0`
l
2" ABOVE FINISHED GRADE
/-- METER BOX
LID
6" MIN BELOW BOTTOM
OF LID
BRASS CLAMPING DEVICE
�- 1" WATERLINE
WATER METER WITH YOKE
0' MIN. COPPER METER SETTER
WITH LOCKABLE BALL VALVE
& DUAL OUTLET CHECK
VALVES, WITH 7.5" RISE
PLASTIC - CTS 3/4" OR 1"
TUBING - 200 PSI
* SADDLE REQUIRED IN ALL LINES UNDER 12" FOR
D.I. CLASS 50 AND ALL PVC LINES REGARDLESS
OF SIZE
WAZE R SOMICE DISTAL
NTS
FORM CURB SECTIONS W/
STD. CURB FORMS
2 1/2" PAVEMENT d
49
$" BASS
. Q
6~
PROPOSED
SWALE
_ VARIES
SEE SITE PLAN
1/2" PREFORMED JOINT FILLER
ALONG BUILDINGS
- 0
6 x 6 No. 10/10 WWM
*USE IN ALL LOCATIONS
WHERE SIDEWALK ABUTS
PAVEMENT
7EM DIOWN SAXW"
NTS
2' 6' 2'
25' DRAINAGE
EASEMENT
OUTFALL DITCH
9ECTM A A
NTS
LOT3
30
BUILDING, WALL
OR EX. GRADE
L (4) 4" PVC LATERALS
FOR DOWNSPOUTS
TYPE 'C' BUFFER
GRAPHIC SCALE
0 15 30 60
(IN FEET)
1 INCH = 30 FT.
6" UNLESS
OTHERWISE
SPECIFIED
F
FIRE HYDRANT
*430` ALONG
SOUTH SIDE OF { y
FOX KNOLL DRIVE Y i 111 1
1
1
120
�
PAD DISTAL
NTS
rr rrr r OWE PT.
�5 117 rrr rrr rrr
rr rr rrrCP�° �° rfrrr rrr
SITE r��orrr
a
rr rr
fir rrr err err r�r
i16
j r 0G`1''`S` W5104
��o� S1VO
rr rrr y�
r rrr �IP
r 1 3
rr
r�rr r MAMIE spo'1 RO 1113
VKVVTY MAP
N.T.S.
5
PK NAIL SET
o
IRON ROD FOUND
s
IRON ROD SET
MNSM
WATER SERVICE MONUMENT
w
EXISTING WATERLINE
EXISTING FIRE HYDRANT
ua
EXISTING WATER VALVE
❑
EXISTING WATER METER
--- ---
EXISTING DITCH
OVERHEAD ELECTRIC
aa
EXISTING DRAINAGE PIPE
-- --
RIGHT OF WAY
...............' ..........
EXISTING CONTOURS
10
PROPOSED CONTOURS
EXISTING SPOT ELEVATIONS
�Z
PROPOSED SPOT ELEVATIONS
EXISTING TREELINE
.rYww,r%.
PROPOSED TREELINE
PROPOSED FENCE
-x
]�c
PROPOSED SINGLE HEAD LIGHT
PROPOSED DRAINAGE PIPE
PROPOSED RIP RAP
- -
PROPOSED SWALE
STORMWATER FLOW ARROW
EXISTING PAVEMENT
t
PROPOSED ASPHALT PAVEMENT
PROPOSED GRAVEL
PROPOSED CONCRETE
-�-
PROPOSED SIGN
PROPOSED HANDICAP PARKING SPACE
-
PROPOSED WHEEL STOPS
AREA OF DISTURBANCE
12"
VAN
ACCESSIBLE
Q)
1'-0"x1'-6"x.08O" ALUMINUM HANDICAP PARKING
PARKING SIGN. SIGN TO READ "RESERVED
PARKING" WITH IDENTIFICATION SYMBOL,
BOLTED TO STEEL TUBE WITH 3/8" CADMIUM
PLATED BOLTS, NUTS AND WASHERS.
rAXIMUMENALTY 0
$250
04
z
CORNER RADIUS: 1-1/2" (TYPICAL) 0
a
z
0
U
1/4"R TOOLED EDGE I
LO
00 w
4"x4" STYP POST - z
zW
o�
lUBGRADE ~
95% STANDARD PROCTOR) 0
U
I
c(n
�- VARIES --- -�{
all, slr, ,tilt,
VARIES
SWAGE SE(.TM
NTS
MACCAPPM PAfrDK VG HIV DISTAL
NTS
NOTE:
1. REGARDLESS OF AGE, ALL ACCESSIBLE SPACES
SHALL BE IDENTIFIED BY ABOVEGROUND SIGNS
ONLY (SEE N.C.G.S.)
2. NEW SPACES SHALL NOT USE GROUND -PAINTED
SYMBOLS.
3. ACCESSIBLE SPACES ARE REQUIRED TO BE
STRIPED OFF ONLY; BLUE COLORING IS NOT
NECESSARY NOT REQUIRED.
4. STRIPING IS WHITE ON DARK PAVEMENT; BLACK
ON LIGHT PAVEMENT. (N.C.D,O.T•)
5. CONDITION 1: PEDESTRIAN PATH DOES NOT PASS
UNDER OR AROUND SIGN. CONDITION 2: PEDESTRIAN
PATH GOES BY, UNDER, OR AROUND SIGN.
6. STANDARD SIGN COLORS: BACKGROUND - WHITE,
LETTERING/BORDER - GREEN, FIGURE - WHITE ON
BLUE FIELD.
i
Z
O
z
jl 0
rL
f2
0
ld-
rC5
o
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v J
CL
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m
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w
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0
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rn o 1—
o 0
\ r a g
cri 0 m � Y 7 A
� � o
w L LI
z
� 3 U
o In a 0 rZ
SCALE:
1 " = 30'
SHEET:
OF
t
T 7 `7 -

" p Le 814-f9 1�- Sw -7o LtU cav ct
SITE
SR >>,�
SR 111a
SNO�+S
SR AAAA-
15 SF, 1113
111
111Z SR 1SPOT
SR
SR 1107
1�$
s
HARBINGER
VICINITY MAP
1.) OWNER/APPLICANT
FARR DEVELOPING LLC
6032 CURRITUCK ROAD
KITTY HAWK, NC. 27949
2.)
DEED REFERENCE:
DB. 599, PG. 881
PIN# 0123-000-0032-0000
TM 123, PARCEL 32
3.)
CURRENT ZONING DISTRICT: LIGHT MANUFACTURING (LM)
4.)
TOTAL TRACT AREA = 3,154,979 SF. (72.43 AC.)
5.)
TOTAL NUMBER OF LOTS = 51
6.)
NFIP ZONE "C"
7.)
BOUNDARY AND EXISTING FEATURES SHOWN ARE AS PER
SURVEY PERFORMED BY " BILL ROBBINS SURVEYING"
8.)
USACOE SECTION 404 WETLANDS DO NOT EXIST ON THIS SITE
XWORA218%MY
rft"l A0%4rx0 LPW"rsR A19
7NM0 Asrd,lf
A"* A'
DI5P05
19 28
/ O�
•aB
IT5
l
pppEZOXlMAT�
Let 0
83'20 51 '_'_
r 842.72'
—
Let is Lot
4�
r
latAB I ��` Lee u
1Lot n LM n
% STORNWATER POND \ NY r wrr lu al! r.rlel
ss s N ij \\
I
+O
�►' : /
,aFsvrxw
rn
Lot 14
0
.C1H Alf AMTS 4 ASSCUATIM LLC l/
1 i 4 rMW /
+ 1 '' ; `. tee• ,�
LaM
wr
f to I
` emsLa 24
•Z,
CNIV
Afahf GR FGr�Y �\ m rr
l9VLCY�i13!SIBNL�Y CO � r
SHEET INDEX
COVER - INDEX SHEET
1
GRADING and DRAINAGE PLAN
2
GRADING and DRAINAGE PLAN
3
GRADING and DRAINAGE PLAN
4
GRADING and DRAINAGE PLAN
5
PLAN and PROFILE (FARR LOOP)
6
PLAN and PROFILE (FARR LOOP)
7
PLAN and PROFILE (FARR LOOP)
8
PLAN and PROFILE (FOX KNOLL)
9
PLAN and PROFILE (BECKNER DR.)
10
PLAN and PROFILE (GRACE - AYLA CT.)
11
10" WATER MAIN EXTENSION FROM US 158
12
SOIL EROSION & SEDIMENTAION CONTROL PLAN
13
WATER MAIN EXTENSION DETAILS
14
STORM WATER DETAILS
15
POND CONTROL STRUCTURE DETAILS
16
SOIL EROSION & SEDIMENTAION CONTROL DETAILS
17
DRAWING FILE: BASE —CONSTRUCTION
PLOT SCALE: 100'
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MIRE EATER POND /
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( IN FEET )
1 inch = 150 M
APPROVED
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
D:ViCION OF WATER QUALITY
Date rl f , 20 '
Stormweter Permit No, 5.`` 7C 4 c �, `/
Mc{,f r..yjJ
William T. Robbins
PROFESSIONAL LAND SURVEYOR
[phone] P.O. BOX 335
[phone] POPLAR BRANCH NC 27965
www. ncsurveyor. corn
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COMMISSION NO.
P01117
DESIGNED BY
DAD
DRAWN BY
DSN
CHECKED BY
DAD
ISSUE DATE
JUNE 21, 2004
SHEET NO. 1
�—OF 17 SHEETS,
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LEGEND:
/
PROPOSED WATER MAIN
EXISTING CONTOURS
6"W
PROPOSED CONTOURS
7
/
WATER SURFACE CONTOUR
DRAINAGE BASIN DIVIDE
Lot 18
PROPOSED FINISHED SPOT GRADES
PROPOSED CULVERT VEGETATED SHELF AND AREA IMMEDIATELY ABOVE /
PERMANENT WATER SURFACE TO PLANTED IN
EXISTING SPOT ELEVATION x 4.9r ACCORDANCE WITH TYPICAL WET DETENTION BASIN
CROSS SECTION ON SHEET 14
Rf TfN-ION POND ,
a
` Per
04t4t
.�
PROP. 52 LF. TWIN 30' ` `y�
`�,0 0.0 % {AL. CMP'S '
INVERT 0 5.6' d'
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ry
Lot 21 / /
DITCH INV. 013.0'
(((/ DO NOT CONNECT PROPOSED
DITCH TO EX. DITCH ALON
CHASE DRIVE +6
/ DITCH INV.
/ 0 6.8'
+"
I � /
Lit +10
/�25' DRAINAGE
Lot 22 EASEMENT
I �
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/ +A'
l � /
1 � A
DRAWING FILE: BASE -CONSTRUCTION
PLOT SCALE: ?>???
C_=
FOR CONTINUATION
OF GRADING and DRAINAGE
SEE SHEET 4
PROP. 49 LF. TWN 30' + DITCH INV.
0 0.0 % (AL. CMP'S 0 6.25'
INVERT 0 5.0'
A ..
+
Lot 3 /
Ldt 4
:.�y +A!
DITCH INV.
0 6.95'
+t�p
Lot 5
BEFORE YOU DIG !
CALL TOLL FREE
1-800-632-4949
I
NORTH CAROLINA
ONE CALL
DITCH INV.
0 7.3'
Lot 6
DITCH INV.
I ' 0 7.6'
f
PROPOSED 2.5 ft. DEEP V-SWALE
I I
30 DRAINAGE
EASEMENT
f f
I
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+
+V�
Lot 7
NOTE:
THE DATA GIVEN ON THESE PLANS IS RELIEVED
TO BE ACCURATE, BUT THE ACCURACY IS NOT
GUARANTEED. THE CONTRACTOR IS RESPONSIBLE
FOR VERIFYING ALL LEVELS, LOCATIONS, TYPES,
AND 011WENSIONS OF THE EXISTING UTILITIES
PRIOR TO CONSTRUCTION. IF A DISCREPANCY
IS FOUND, WORK SNALL CEASE AND THE ENGINEER
NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS
NOTICE TO PROCEED.
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COMMISSION NO.
P01117
DESIGNED BY
DAD
DRAWN BY
DSN
CHECKED BY
DAD
ISSUE DATE
MAY
27, 2004
r SHEET N0.
OF 17 SHEETS
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DRAWING FILE: P01I17SWMIDETS
PLOT SCALE: N/A
LEGEND
TOP OF BERM
WIDTH PER GRADING PLAN
RUOMM IM
MANA�iT P ANARItAm
FOR PLANT TYPES, LOCATION
AND SPACMG.
VEGETATIVE SHELF
REFERENCE NARRATIVE FOR
PLANT TYPES AND SPACING
TEMPORARY POOL 1 6:1 SLOPE ,
3:1 { MAX. SLOPE -- VEGETATE AS
SEED OMTM BASIN
AS PER 7HE 90*RAL
SEMMIG SPENKATM
3
:- 1
FOR
PERMANENT POOL
SIDEWALL 0 3:1 MAX. SLOPE
PLANT SPE CB S
CM" NAME
WM MG
LOCATION
Baccha % hdknMdM
GROL009 . BUSH
'1 O.a
AT OR ABOVE PERM. POOL
TAM auquNNwo
CATTA&
r as
Min (WM 1 FWO PERM. POOL
TN" I mmw
CATrAL
r O.Q
MaDw (w/M 1 Fon PERM. POLL
j... no.nwlam.
BLACK N MMtuM
r O C.
MM (W/W 1 FOOTI PERM- POOL
Junau..Ru.u.
COM" RUSH
r as
BaDw (wm 1 mo'o PERM- Pom
NoTm
THREE ROWS OF PLMMOS ARE PROP05EA; A SMGLE ROW OF GROUWSEL 9U5N
AT THE PE%jAN T POOL WAMJK AND TWO RM OF CATrALS MW KOE'S
(M"90 TO BE LOCATED ON 1W VOE MM SFWLF wnm ONE FOOT OF 7W
PUAIN NT POOL WAIE%ME (ON &1 SHF n
SIDE SLOPE TO BE
SEED IN ACCORDANCE
W7H PERMANENT 5EEVING
SPEORCA BONS
TYPICAL V—SWALE DETAIL
N.T.S.
DITCH DEPTH (AND WIDTH) VARY. SEE GRADING PLANS
FOR DITICH DEPTK
EN77RE DITCH Tit BE
-q= 1N ACCORDANCE
WTH PERMANENT SEEDING
5PECIFICA7101VS
INV. O 5.0'
3'
TYPICAL TRAPEZOIDAL DITCH DETAIL
(ADJACENT TO PONDS, AT POND OWFALL)
N.T.S.
VEGETATED VEGETATED
PERMANENT FOREBAY FOREBAY
POOL PERMANENT POOL WALL WALL
FLOOR SIDEWALL 0 3:1 MAX. SLOPE 6:1 SLOPE6:1 SLOPE
ICAL WET DETENTION BASIN CROSS-SECTION
N.T.S.
FOREBAY SIDEWALL FOREBAY
3:1 MAX. SLOPE FLOOR
FORE13AY SIDEWALL
3:1 MAX. SLOPE
VEGETATED SHELF
REFERENCE NARRATIVE FOR
PLANT TYPES AND SPACING
6:1 SLOPE
TEMPORARY POOL
3:1 MAX. SLOPE — VEGETATE AS PER
TH GENERAL SEEDING SPECIFICATIONS
20.0'
44.0'
45.0'
TYPICAL CUL-DE-SAC_ LAYOUT
N.T.S.
45' PUBLIC I RIGHT-OF-WAY
, PAVED SURFACE
DITCH
D- CROWNED
■ER FT 1 ■ .
NATURAL GROUND F
.;
PREPARED AND GRADED SUBGRADES
2" TYPE 1-2 ASPHALT
6" AGGREGATE BASE COURSE
8" TO 5" AGGREGATE BASE COURSE SHOULDER,
- TIE NEW ROADSIDE DRAINAGE SWALE INTO EXISTING DRAINAGE SWALE IN
US 158 R.O.W. GRADE AS REQUIRED TO ENSURE SMOOTH TRANSITION
TYPICAL R W & PAVEMENT SECTION_
N.T.S.
NOTE: EXTEND AGGREGATE BASE COURSE
6" BEYOND EDGE OF PAVEMENT
VARIES
— 6'
SHOULDER DITCH
1" FT 3.,
36" MIN,
36-
WATER MAIN
VARIES
TYP. I CUT SLOPE
DITCH WIDTH AND DEPTH VARY
SEE GRADING PLANS FOR DITCH DEPTHS
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COMMISSION N0.
P01117
DESIGNED BY
DAD
DRAVIIN BY
DAD
CHECKED BY
DAD
ISSUE DATE
5/13/04
�QF
SHEET NO.
17 SHEETS
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/.\ AN ANA\ A\//.\//.\//.\//,\//.\//\//.\//,\//.\//.\//.\//. \//.\/i.\//. ✓r. �I/. \//\//\//\//\/j\/j\//\/\//\� •.,, N
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WEIR STRUCTURE CONSWo�
TRUCTION DETAIL �_�g_�m
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PRESSURE RELIEF HOLES
1 Y2" DIAMETER
/111 0 0 0 z
A /� \ A 5
L — — — 1 o c TOP IS 16 GAGE ANTI -VORTEX TRASH RACK
L _ _ _ _ CORRUGATED METAL OR $ AI
� T r STEEL PLATE. PRESSURE / (SEE DETAIL)
T RISER
� I RELIEF HOLES MAY BE PONV43R IN DS 1 � 3 ONLY) a
OMITTED, IF ENDS OF
o CORRUGATIONS ARE LEFT FULLY v'
OPEN WHEN CORRUGATED TOP o
IS WELDED TO CYLINDER. f-= 21"0 C.M.P.
TACKWELD
15*0 ALUMINUM C.M.P.
� ALL AROUND r�_ =� s � \'�� 2" DIA. ORIFl �
WELDED CYUNDER IS 16 GAGE W/ TRASH RACK PRO1ECRON O
27" - I CORRUGATED METAL PIPE „ (SEE TABLE FOR # OF HOLES) `O
r OR FABRICATED FROM �s N
STEEL PLATE
V PERMANENT POOL ELEV. O 6.0'
.� �Q,g' INV. ELEV. = 6.0'
OD SWALE INVERT ELEV. O 5.0' Tw
vJ Q
NOTES: I .- ' A Z
1. THE CYLINDER MUST BE % ' 0
FIRMLY FASTENED TO THE TOP 3,000 H rY
21" SUPPORT BAR- OF THE RISER.
SIZE2. SUPPORT BARS ARE WELDED v
46 Rebar Min.) TO THE TOP OF THE RISER
OR ATTACHED BY STRAPS N O
#6 X 12" SPACER BAR (Typical) BOLTED TO TOP OF RISER.
z
SECTION A —A ISOMETRIC
PIPE OUTLET DETAIL
N.T.S
TYPICAL TRASH RACK DESIGN DETAILS U
N.T.S. rL
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WEIR WIDTH VARIES
TOP WALL O 9.5' MIN. O
(SEE TABLE FOR WEIR WIDTH)
RETAINING WALL /BULKHEAD ,• \\/\\/\\�\\
IL
ENTIRE FLOW PATH BETWEEN OVERFLOW WEIR f \\\\\\hj
\//j//j//;// ,:•' AND RIP -RAP OUTLET APRON TO BE LINED WITH
12' WIDE EXCELSIOR STABIUZAT10N MAT,
STAPLED AND SEEDED \/\/\�\/
/\/ / //\//\//\/� z
WEIR INV. O ELEV. C \\/\\/\\/\ Q
in
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COWNi11SSI0N N0.
OVERFLOW WEIR CROSS-SECTION ��117
DESIGNED BY
DAD
N.T.S.
* OVERFLOW RISER WEIR WIDTH SHOULD BE MEASURED ALONG THE CURVED RISER PIPE FACE 8Y
(Le. ALONG THE PIPE'S CIRCUMFERENCE). DAD
CHECKED BY
DAD
ISSUE DATE
5/13/04
SHEET NO.
DRAWING FILE: Pf}11175'WMDE15
OF 1'7 SHEETS
PLAT SCALE: N/A
POND 1
POND 2
POND 3
POND 4
TOP RISER ELEV. (ELEV_ A)
7.5'
7.5'
7.5'
7.5'
OUTLET PIPE INV. ELEV. (ELEV. B)
5.6'
6.O'
6.0'
6.0'
RISER WEIR:
WEIR ELEV.
6.6'
N/A
6.7'
N/A
WEIR WIDTH*
24"
N/A
30"
N/A
;� OF ORIFI
5 - 2" DIA.
3 - 2" DIA.
10 - 2" DIA.
5 - 2" DIA.
OVERFLOW WEIR:
WEIR ELEV. (ELEV. C)
N/A
7.2'
6.T
N/A
WEIR WIDTH
N/A
2'
4'
N/A
s r +