SW7130806_APPROVED PLANS_20130819

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT. NO.
SW�
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
47f/��18���
YYYYMMDD

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i
MEET INDEX
I SITE & UTILITY PLAN
2 EX. CONDITIONS / DEMOLITION PLAN
3 GRADING & DRAINAGE PLAN
4 LANDSCAPING PLAN
LIGHTING PLAN
SOIL EROSION & SEDIMENT CONTROL PLAN
i SITE & UTILITY DETAILS
8- GRADING & DRAINAGE DETAILS
SOIL EROSION & SEDIMENT CONTROL DETAILS
1;EAPIVE-5 SUBDI05/0N
C,oMh1ERCIAL PARCEL B
PG "G 5L 117D _ ----
WASTEWATER SYSTEM NOTES:
1. CONTRACTOR IS RESPONSIBLE FOR LOCATING EXISTING UNDERGROUND UTILITIES IN AREAS OF WORK PRIOR TO ANY WORK. PROVIDE
ADEQUATE MEANS OF SUPPORT AND PROTECTION IF UTILITIES ARE TO REMAIN IN PLACE.
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2. REMOVE TREES, GRASSES, SHRUBS AND OTHER VEGETATION, IMPROVEMENTS OR OBSTRUCTIONS INTERFERING WITH INSTALLATION OF
NEW CONSTRUCTION UNLESS NOTED OTHERWISE.
3. NEW WASTEWATER SYSTEM DESIGN PARAMETERS:
DESIGN FLOW: 9 EMPLOYEES 0 25 GALLONS PER DAY (GPD) PER EMPLOYEE = 225 GPD
1 WASHING MACHINE 0 550 GPD
TOTAL = 775 GPD
ACTIVE SYSTEM: CONVENTIONAL TRENCH SYSTEM (LTAR = 1.0 GPD/SQ.FT. FOR CONVENTIONAL TRENCH) = (4) 65' LINES 0 9' O.C.
REPAIR SYSTEM: DRIP DISPOSAL (LTAR = 1.0 GPD/SQ.FT. FOR DRIP DISPOSAL WITH TSII PRETREATMENT) (775 SQ.FT. MIN. REQUIRED)
4. UNLESS OTHERWISE INDICATED ON THE PLAN, CONSTRUCTION OF SEWAGE COLLECTION, TREATMENT AND DISPOSAL SYSTEM IS TO
CONFORM WITH SECTION .1900 "LAWS AND RULES FOR SEWAGE TREATMENT AND DISPOSAL SYSTEMS" OF NORTH
CAROLINA ADMINISTRATIVE CODE, DEPARTMENT OF HEALTH & HUMAN SERVICES, ON -SITE WASTEWATER SECTION (15 NCAC 18A.1900).
5. CONSTRUCTION OF SEWAGE COLLECTION SYSTEM, TREATMENT AND DISPOSAL SYSTEM IS TO CONFORM WITH ANY CONDITIONS IMPOSED
BY THE LOCAL HEALTH DEPARTMENT.
6. MATERIAL USED FOR COLLECTION AND DISPOSAL SYSTEM SHALL CONFORM WITH SAME REQUIREMENTS AS #4 ABOVE.
7. FILL MATERIAL SHALL HAVE SUCH SOIL TEXTURE TO BE CLASSIFIED AS SAND OR LOAMY SAND (SOIL GROUP 1) UP TO THE TOP OF
THE NITRIFICATION TRENCHES. THE FINAL SIX INCHES OF FILL USED TO COVER THE SYSTEM SHALL HAVE A FINER TEXTURE
(SUCH AS GROUP II, III) FOR THE ESTABLISHMENT OF A VEGETATIVE COVER.
THE FILL MATERIAL AND THE EXISTING SOIL SHALL BE MIXED TO A DEPTH OF SIX INCHES BELOW THE INTERFACE. HEAVY
VEGETATIVE COVER OR ORGANIC LITTER SHALL BE REMOVED BEFORE THE FILL MATERIAL IS INCORPORATED.
8. WELL POINTS AND PUMPS SHALL BE SUFFICIENT IN SIZE AND SPACING TO DRAW DOWN WATER TABLE TWO TO THREE FEET BELOW
REQUIRED EXCAVATION FOR SEPTIC AND PUMP TANKS.
9. GRADES SHALL BE ESTABLISHED TO DIVERT RUNOFF AWAY FROM TANKAGE.
10. ALL SURFACE RUNOFF SHALL BE DIVERTED AROUND AND AWAY FROM THE DRAINFIELD AREA. FINISH GRADE SHALL BE LANDSCAPED
TO PREVENT PONDING OF SURFACE WATER. VEGETATE DRAINFlELD AREA AS SPECIFIED IN LANDSCAPE PLAN.
NOTE:
THE DATA GIVEN ON THESE PLANS IS BELIEVED
TO BE ACCURATE, BUT THE ACCURACY IS NOT
GUARANTEED. THE CONTRACTOR IS RESPONSIBLE
FOR VERIFYING ALL LEVELS, LOCATIONS, TYPES,
AND DIMENSIONS OF THE EXISTING UTILITIES
PRIOR TO CONSTRUCTION. IF A DISCREPANCY
IS FOUND, WORK SHALL CEASE AND THE ENGINEER
NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS
NOTICE TO PROCEED.
N 550 56' 04" E /
56.55' (TIE LINV /
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(AFFROXIMA7E IOCA710N)
CON7RACrOR rO FIELD VERIFY 50FrFE�
LC6ATION $ 00 7M PR10R TO LOWSTR/GTION
Syo COORVINA7EW17H DARE GO TI'HATHR
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PG 'E'; SL 203 206
VICINITY MAP (COROLLA)
FFHR BUFFER I - N.T.S.
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TYP LEGEND
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STORMWATER
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GUTTER (TYP.) I NOTES:
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GRAPHIC SCALE
( IN FEET )
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1. PROPERTY OWNER/APPLICANT: TFP, LLC
P.O. BOX 369
COROLLA, NC 27927
2. PROPERTY IDENTIFICATION: 9859-16-93-2218
3. RECORDED REFERENCE: D.B. 1912, PG. 226; P.C. E. SL 224
4. ZONE: VILLAGE COMMERCIAL (V-C)
5. PARCEL AREA-tg ai pft /'0.88' a '
6. TOPOGRAPHY &TREE LOCATION BASED ON FIELD SURVEY BY QUIBLE &
ASSOCIATES, P.C. ON 10/26/2012 AND REFERENCE NAVD 1988. BOUNDARY
AS PER LOT SURVEY BY QUIBLE & ASSOCIATES, P.C., DATED 3-27-13.
7. FLOOD ZONES: SHADED "X" (0.2X) PANELt.:3720985900J DATED 09/20/06.
(SUBJECT TO CHANGE BY F.E.M.A.)
8. SCOPE OF WORK:
THIS PLAN PROPOSES THE CONSTRUCTION OF A 5,000 SQ.FT. RENTAL
PROPERTY MANAGEMENT/MAINTENANCE OFFICE AND ASSOCIATED PARKING
AND INFRASTRUCTURE IMPROVEMENTS.
9. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED.
10. ALL UTILITIES ON THIS SITE WILL BE PLACED UNDERGROUND UNLESS
OTHERWISE NOTED.
11. WATER SERVICE VIA DARE COUNTY WATER DEPARTMENT.
12. WASTEWATER COLLECTION, TREATMENT AND DISPOSAL SERVICE VIA ONSITE
SEWER SYSTEM (AS APPROVED BY DARE COUNTY HEALTH DEPT.)
13. COVERAGE:
PROPOSED COVERAGE:
BUILDING & DECKS.....................................................4,402.0 SQ.FT.
CONCRETE & ASPHALT .............................................. 12,928.6 SQ.FT.
TOTAL IMPERVIOUS = ........17,330.6 SQ.FT.
PERCENT COVERAGE=='17,330.8 S0FT./37,374L jiQFF,) X 100 = 46.4%
(MAXIMUM ALLOWABLE COVERAGE = 60%)
14. SETBACKS: REQUIRED PROVIDED
FRONT 15' 15' _ 1
SIDE(EAST) 10' 70.5'
SIDE(WEST) 10, 39.1'
REAR 20' 95.5
15. PARKING REQUIREMENTS:
RENTAL PROPERTY MANAGMENT/MAINTENANCE OFFICE.,
5,000 SQ.FT. 0 1 SPACE/ 300 SQ.FT. = 22 SPAC S
74 v VfiAIT,4
REQUIRED: 22 SPACES
PROVIDED: 23 SPACES
ADA SPACES REQUIRED: 1 SPACE
ADA SPACES PROVIDED: 2 SPACES
16. PROOF ROLL ALL NEW PAVED AREAS. NOTIFY OWNER AND ENGINEER OF ANY
UNACCEPTABLE AREAS.
17. LANDSCAPING SHALL BE IN ACCORDANCE WITH SECTION 156.115 (DESIGN
STANDARDS FOR LANDSCAPING AND OPEN SPACE)
20' BUFFER (REAR) = 210.88 LN.FT.
BUFFER REQUIRED: 1 LARGE TREE / 100 LN.FT. (2 LG. TREES)
5 SMALL TREES / 100 LN.FT. (11 SM. TREES)
20 SHRUBS / 100 LN.FT. (42 SHRUBS)
BUFFER PROVIDED: 2 LARGE TREES
(SOUTH) 4 SMALL TREES
42 SHRUBS
16 EXISTING TREES TO REMAIN
PARKING LOT LANDSCAPING TO BE IN ACCORDANCE WITH SECTION 156.115 (C)
LANDSCAPE ISLANDS TO CONTAIN A MINIMUM OF 6 SHRUBS. REQUIRED
CANOPY TREES ARE NOT PROPOSED WITHIN LANDSCAPE ISLANDS AS PER
SECTION 156.115 (C)(2)(i) (ALL PARKING LANDSCAPE ISLANDS ARE WITHIN 75
FT. OF BUILDING FACADE.)
THE REMAINDER OF THE LANDSCAPE ISLAND SHALL BE COMPLETELY FILLED IN
WITH PERENNIALS, ANNUAL FLOWERS, ORNAMENTAL GRASSES, TURF GRASSES,
A MINIMUM OF 3 INCHES OF LANDSCAPING MULCH OR A COMBINATION
THEREOF.
MIN 50X TREES SHALL BE CANOPY TREES
MIN 20X TREES SHALL BE EVERGREEN
MAX 30% SHRUBS SHALL BE DECIDUOUS
18. SITE LIGHTING SHALL BE PROVIDED VIA FULL CUT OFF FIXTURES FOR THE
PARKING, SIDEWALK, AND LOADING AREAS AND SHALL MEET THE MAXIMUM
ALLOWANCES AS SPECIFIED IN SECTION 156.133 OF THE ORDINANCE.
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COMMISSION NO.
P12030
DESIGNED BY
TAS
DRAWN BY
TAS
CHECKED BY
MWS
ISSUE DATE
6-10-13
NO.
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,OF 9 Sf

NOTES:. 1PROPERTY OWNER/APPLICANT: TFP, LLC
P.O. BOX 369!`
COROLLA, NC 27927
2. PROPERTY IDENTIFICATION: 9859-16-93-2218
3. RECORDED REFERENCE: D.B. 1912, PG. 226; P.C. E, SL 224
4. ZONE: VILLAGE COMMERCIAL (V-C)
5. PARCEL AREA: 37,373.1 sqft / 0.86 acres
6. TOPOGRAPHY & TREE LOCATION BASED ON FIELD SURVEY BY QUIBLE &
ASSOCIATES, P.C. ON 10/26/2012 AND REFERENCE NAVD 1988. BOUNDARY
AS PER LOT SURVEY BY QUIBLE & ASSOCIATES, P.C., DATED 3-27-13.
7. FLOOD ZONES: SHADED "X" (0.2%) PANEL :3720985900J DATED 09/20/06.
(SUBJECT TO CHANGE BY F.E.M.A.)
DEMOLITION NOTES:
1. CONTRACTOR SHALL LOCATE EXISTING UNDERGROUND SERVICES - TO INCLUDE BUT
NOT LIMITED TO ELECTRIC, CABLE, TELEPHONE, GAS, SANITARY SEWER AND WATER -
AND SHALL COORDINATE PROPER PROTECTION AND/OR RELOCATE WITH APPROPRIATE
OWNER/UTILITY COMPANY.
2. CONTRACTOR SHALL WALK THE SITE AND BE FAMILIAR WITH THE SCOPE OF
DEMOLITION REQUIRED. ALL DEMOLITION WORK REQUIRED TO CONSTRUCT NEW
IMPROVEMENTS WILL BE PERFORMED BY THE CONTRACTOR AND BE UNCLASSIFIED
EXCAVATION.
3. DEMOLITION SHALL INCLUDE BUT IS NOT LIMITED TO THE EXCAVATION, HAULING AND
OFFSITE DISPOSAL OF CONCRETE CURBS AND GUTTERS, BITUMINOUS CONCRETE
PAVEMENTS AND ALL MATERIALS OR VEGETATION CLEARED AND STRIPPED TO THE
EXTENT NECESSARY FOR THE INSTALLATION OF NEW IMPROVEMENTS AND WITHIN THE
LIMITS OF CLEARING AND GRADING. COORDINATE WITH APPROPRIATE DRAWINGS.
4. THE CONTRACTOR SHALL PROTECT ALL PROPERTY AND STRUCTURES AND UTILITIES
ON THE PROPERTY NOT TO BE DEMOLISHED. DAMAGE TO THE PROPERTY DUE TO THE
CONTRACTOR'S ACTIVITIES SHALL BE REPLACED IN KIND BY THE CONTRACTOR AT NO
COST TO THE OWNER.
5. ALL EXISTING IMPROVEMENTS INDICATED OR REQUIRED TO BE DEMOLISHED SHALL
INCLUDE REMOVAL FROM PROJECT AREA.
6. THE CONTRACTOR SHALL PRODUCE A PHOTOGRAPHIC RECORD OF DEVELOPMENT
COMMENCING WITH A RECORD OF THE SITE AS IT APPEARS BEFORE DEMOLITION IS
BEGUN. AFTERWARDS A PHOTOGRAPHIC RECORD SHALL BE MAINTAINED DURING THE
CONSTRUCTION PROCESS.
7. EXISTING CURB AND GUTTER, LIGHTS, SIDEWALK, TREE/VEGETATION AND UTILITIES NOT
INTENDED FOR DEMOLITION SHALL BE MAINTAINED, PROTECTED, AND UNDISTURBED
DURING DEMOLITION. CONTRACTOR SHALL COORDINATE THE REMOVAL OF BITUMINOUS
CONCRETE PAVEMENTS AND CURB AND GUTTER WITH THE SITE PLAN.
8. SMOOTH SAW CUT OF EXISTING PAVEMENTS, CURBS AND CURBS AND GUTTERS TO BE
DEMOLISHED SHALL BE PROVIDED.
9. ALL DEMOLITION WORK SHALL BE DONE IN STRICT ACCORDANCE WITH FEDERAL, STATE
AND LOCAL LAWS AS WELL AS OSHA REGULATIONS.
10. CONTRACTOR'S ACTIVITIES SHALL NOT IMPEDE USAGE OR INGRESS/EGRESS TO
ADJACENT PROPERTIES. COORDINATE WITH OWNER MAINTENANCE OF
TRAFFIC/PEDESTRIAN CIRCULATION DURING CONSTRUCTION.
11. MAINTAIN POSITIVE DRAINAGE AWAY FROM BUILDINGS AT ALL TIMES DURING
DEMOLITION.
BEFORE YOU DIG I
CALL. TOLL FREE
1-600-Ba2-4M
THE DATA GNEN ON THESE PLANS IS BELIEVED
TO BE ACCURATE, BUT THE ACCURACY IS NOT
GUARANTEED. THE CONTRACTOR IS RESPONSIBLE
FOR VERIFYING ALL LEVELS, LOCATIONS. TYPES,
AND DIMENSIONS OF THE EXISTING UTILITIES
PRIOR TO CONSTRUCTION. IF A DISCREPANCY
IS FOUND, WORK SHALL CEASE AND THE ENGINEER
NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS
SIR la" sir
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COMMISSION N0.
P12 030
DESIGNED BY
TAS
DRAWN BY
TAS
CHECKED BY
MWS
ISSUE DATE
6-10-13
NO.
klOF 9 SHEETS,

M
NOTES:
1. PROPERTY OWNER/APPLICANT: Ti LLC
P.O. BOX 369
COROLLA, NC 27927
2. PROPERTY IDENTIFICATION: 9859-16-93-2218
3., RECORDED REFERENCE: D.B. 1912, PG. 226; P.C. E, Si 224
4. BONE: VILLAGE COMMERCIAL (V-C)
5. PARCEL AREA: 37,373.1 sqft / 0.86 acres
LEGEND
-
EXISTING ASPHALT PAVEMENT
+>-a,
PROPOSED RIP -RAP
PROPOSED CONCRETE
PROPOSED ASPHALT
6. TOPOGRAPHY & TREE LOCATION BASED ON FIELD SURVEY BY QUIBLE & I
EX. IRON ROD
ASSOCIATES, P.C. ON 10/26/2012 AND REFERENCE 1 1988. BOUNDARY AS I
PER LOT SURVEY BY QUIBLE & ASSOCIATES, P.C., DATED 3-27-13. O EX. CONIC. MON.
7. FLOOD ZONES: SHADED "X" (0.2%) PANEL#:3720985900J DATED 09/20/06. I
EX. I NAIL
(SUBJECT TO CHANGE BY F.E.M.A.) I
0
S. SCOPE OF WORK: I 'LOT l- O EX. DRILL HOLE
l8
THIS PLAN PROPOSES THE CONSTRUCTION OF A 5,000 SQ.FT. RENTAL FOUR 5EA50N5 /N DII I _ • SET IRON ROD
PROPERTY MANAGEMENT/MAINTENANCE OFFICE AND ASSOCIATED PARKING AND PG "E", 5L 203-206 I
_ INFRASTRUCTURE IMPROVEMENTS. LOT IN • CALCULATED POINT
9. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. I FOUR 5EA50N5 /N all Iii I
PG 'E", 5L, 203-206 EX. UTIUTY POLE
10. ALL UTILITIES ON THIS SITE WILL BE PLACED UNDERGROUND UNLESS OTHERWISE_ LOT 120 EX. FIRE HYDRANT I
NOTED. &7° /4- E SIR FOUR 'E';A50�6 IN 203-206 K I O EX. TELEPHONE PED
1 EX. WATER METER
11. COVERAGE: w „ E/R PC
PROPOSED COVERAGE: ` I
BUILDING & DECKS.....................................................4,402.0 SQ.FT. : ', ` _ - ss `
CONCRETE & ASPHALT ............................................ 12.928.6 Si - , \ , \ , - I
TOTAL IMPERVIOUS = 17,330.6 SOFT. ', ' - _ .. 8p� - IV87°/4'O�°/y _
_ I � ,1 , 1 f ` � -'o- - EXISTING CONTOUR
PERCENT COVERAGE = (17,330.6 SQ.FT./37,373.1 SQ.FT.) X 100 = 46.4% ''ro' I \ - - - - _ _ �
__ _ a ,� PROPOSED CONTOUR
12. SETBACKS: REQUIRED PROVIDED ,' : `Top , ra,':-�. - '- trap . _ _ .- ... _.` - - - _ -... _ .. ... _ 79.Cii9.1'
/
- EIR EGM p0'
FRONT 15' 15' / ' I T \ - (D/STJ +� EXISTING SPOT GRADE
70.5' SIDE(EAST) 10' ' t ' ,: / \ _ �353,- 9.0 I
j ,' J / PROPOSED SPOT GRADE
SIDE(WEST) 10' 3fo.
REAR 20' 96.5' ' / ,' - I 10.00 TOP OF BERM
�._..__...... .....__ ___.. _ __ _ 4= PROPOSED FLOW ARROW
Woo
13. ALL UTILITIES ON THIS SITE WILL BE PLACED UNDERGROUND UNLESS OTHERWISE
/ /
NOTED. 2aa; es I
_ TOP OF �I SEE SHEET 8
- - - OVERFLOW FOR BASIN ��-
14. LAND DISTURBANCE: ±35,672 sq.ft. (t0.82 ac.) ! / .__
/ ' ! T , r , .. '. ^. ,. -- _ .. _ _ ,' WEIR a B.$'- SECTION VIEWS
J�
15. "TOP" LABEL ON SPOT ELEVATIONS INDICATES THAT ELEVATIONS GIVEN ARE TO ' >
TOP OF RETAINING WALL. zr�' I n A' - ' BOTTOM ®6 0' _
II , -... _ STORAGE ® `
16. AN NCDENR HIGH DENSITY STORMWATER PERMIT WILL BE REQUIRED FOR THIS i / -'I"" -- "" '"�k "" �` -- �z�" - T PROPOSED 5� � r
IA
SITE. -' I : - 1 - - - - ,
/ ' ,� ' i ' �:- ' 15` RCP NF
17. ALL PROPOSED ELEVATIONS SHOWN ON THIS PLAN REFERENCE NAVD 1988. ,' ' ' I "zi�z ( I 43' 0 1.1% SL E ~ ~ _ INFILTRATION .18' RCP` ,.a11. ro I L1
WATER
X 11 I c {_N' INV. 06.
BASIN 3
18. CONTRACTOR SHALL PROVIDE SMOOTH TRANSITION BETWEEN SPOT ELEVATION DEPTH
I v BENCHMARK \ I'r } Y' 11nM� #"
GRADES AND MAINTAIN POSITIVE DRAINAGE. r ! rlot
19. STORMWATER: ^�^ ` 1 ,' ! . 1 s F6 ^' 1 r` 1 • ®
Bil
PROVIDE 1.5" STORAGE ' ` I ` c,1 IIIIII • 7
1 0. SLOP
STORAGE REQUIRED = 17,330.6 SQ.FT. X 0.125 FT. = 2166.325 CU.FT.
- , ,.� , ' ' ,• ' / r �r r` I'�-Tryt
STORAGE PROVIDED = 2,627.2 CUFT. (NOT INCLUDING SOIL VOID SPACE) I "
20. ROOF DOWNSPOUTS SHALL BE INSTALLED WITH SPLASH BLOCKS TO CONVEY
THE FLOW RUNOFF TO THE STORMWATER MANAGEMENT SYSTEM. I 'o�ILII".°' 15INV.=6.70 k 1 J'-IIII \
. n _ I119111 vll rv.. I'1 v...... \
p 0] / _ ,M� '� r a - r"' 1h, h I�" � 1 , . I I �"� /o �4sa ... ,'"r"r °III ,, I � I
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O.OX SLOPE
' 1' I' ,1 ' P d J I1 f h II�NI'11I I 1 M RIM 860 tlI IliI II ay l+tsl4r'+�
15 INV=6 20
:1S"INV.=820
t u
c� . . y. 18`INV. 6 10 , .I g,^ ly -"-� Ia I y M llr I IIw' 'IlIh1 1Igg pp� , R. 60�', g
1(Ipl!YI,1 1a.00'
', , , +' N r �°,,�nw'f... a 1 11 �X 1 v'' Ii. 1{r.l:: II _ 11 _ ": Iul1 ry l' 'F3•.'r',, j ` ,_ 1 ,, _ , , ,,.� ` ``F�- _'�. ' x•1."pZq I11k1^..{II Iluy�ylJ,. ll� III',. _{ - _ : •:R,rrillhIgYpI,Iiifip p.x x �z�,=� II k �a:
."
-will
,HI .IIIp{VIbIIWI IIJII! ^.. II IIIIp IIIII,I d�1I�i1uI:I11 ` ,
r
r
ITISTORMWAON
! NFlTRA
' `N ,+ , ' ' II h1 'tl `.�. II♦Fi IhE°tl1 _.su ,� - ..�rvo '111 III T ' ,bM - "I r a111 tl11 Ir11�IIN Is i.:V
-IjE40 E5 SJBDlV4510N \ 1 �pl I IP + I,_ BASIN 2
N , , 1 I (IIII III. A" I _ _,t I ip I I � � I '_[ I� ' M V
I �IuI,Ih11lIm,, 'h g ,.
GOMMERGIAL PARGE� B `., F III I -1•I`
PG G SL ll7D ` .ie.zo n. � *I'III -�3� � >M Iqp I ,.. ,1L� g +',\` k
TOP ` RIM=8.50' r' +, ,. P 1 , III IIh �-': an lial as iI 11�II �� 15`INV.=6.20'
5 7u��^ rlr.- vS / I•Vr 10M ! Il �vd JT R - s-
ROBERT L. E✓ANS, �.
`;.b' DB1611,PG323
p 1 a / PARGEC. A
\ \ `1 PG 'i 5L 224
�a#4T w is
IIIIIII pI w� IIII "I'< I hlh1,14 1 3 STORMWATER INFILTRATION BASINS 1 & 2
SHALL BE LNED W/ MIN. 4" THICK #'3 RIVER
, 'r e , � 11 � ..'. I -V ,FW, i..) F 17 1 u I Irll IIr(` -
r r 24A8 ,17.07. � - i$ � -
ROCK OR APPROVED EQUAL ON TOP OF
,F';- t)311f G1 ' T IA A ,' I PERMEABLE GEOTEXTILE FABRIC MODEL
seR[�
� - , 4 1 ,�R l.y`' � GEOTEX104F AS MANUFACTURED BY PROPEX
' MIA ^! F J "3 - t I 1 I i. �` IIII ' 1IIWi1! '+, YlydG , GEOSYNTHETICS OR APPROVED EQUAL
(PROTECTED FROM CNSTRUCnON TRAFFIC)
` F.F.E. = 14.0' I I (i r 164q'
( ( - , • A r� 1 k'1 71,II111, h r
4
`' -'/_/ .\` • ` , v �""I,lhp{ 411 Isl '� 111 Ijdoy P,-
_
Y/ K ', ,'` \ 1 rt,i 4 r .� � \ i .,310- _ r' r I STORMWATER
ION
_� fy »u!1 _ "� INFILTRATION
I , •33 //�.� �,�✓�,\ .\ 11, .11 {w lhl Ills trls _.� a _ BASIN 1
` ul r1 I--
1 r,�s .. FILTRAVON BASI
�24.07. Oil �q 1y�y
,� ,, _- `,//// yir ) 1 ,, A"�� rvrP 1, , • 11 �Ir , 111�1161�16 I
rl. I r 1 {IIIIXIw1 pu " I IIII hill
M.ry " IT"}"ry��h'Y"'r�alrv,{II i{ lilI III a
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/-
,,,
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`' y 'r ' , , x 1' 1Ca
1IiII;IIf roe? .,L..[> .IER (TrPAPRONNTO EXIS NG ASP LB -CURB ACTOR SHALL TIE NEW TCCRETE
28A3
TOP
I WITH SMOOTH TRANSITION TO MAINTAIN
o" POSITIVE FLOW ACROSS FLOW LINE. (Ti
1072'
_ A1 w \ ,may
r - , t � ,^ 11 -, 1I I CONTRACTOR SHALL SAW CUT
EXISTIN/4754'fYO[CFt/ '. \ `, ✓ i%///'%/' i ', 'x IIIY t1 i1 CONCRETE TO THE
j ? I:'1 EXTENT GNECESSARY TO INSTALL
$B7° /4'O�' -` _ \ i 1 G �1G/� i z - I \ ? ° a s I NEW IMPROVEMENTS AND
�� 'In
/�!r- PROVIDE SMOOTH
e _ u.e78 4 KI �> rr 1' ". i A{. riz4' �z TO EXISTING CONCRETE. TN
RETE
BEFORE YOU DIG I
CALL TOLL FREE
I1-800-632-4949
NOTE:
THE DATA GIVEN ON THESE PLANS IS BELIEVED
TO BE ACCURATE, BUT THE ACCURACY IS NOT
GUARANTEED. THE CONTRACTOR IS RESPONSIBLE
FOR VERIFYING ALL LEVELS, LOCATIONS, TYPES,
AND DIMENSIONS OF THE EXISTING UTILITIES
PRIOR TO CONSTRUCTION. IF A DISCREPANCY
IS -FOUND, WORK SHALL CEASE AND THE ENGINEER
NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS
NOTICE TO PROCEED.
,X
FINAL
PERMITTING
FA
LUUNIMACUUK SHALL TIE NEW CONCRETE I
APRN INTO EXISTING ASPHALT CURB GRAPHIC SCALE
WITH SMOOTH TRANSITION TO MAINTAIN
POSITIVE Flow ACROSS Flow UNE.(TYP.):
15 0 7.5 15 30
( IN FEET )
1 inch = 15 ft.
.
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SHEET NO.
3
OF 9 SHEETS

BEFORE YOU DIG 1
CALL TOLL FREE
1-800-632-4949
Dmo
RTH CAROLINA
ONE CALL
THE DATA GIVEN ON THESE PLANS IS BELIEVED
TO BE ACCURATE, BUT THE ACCURACY IS NOT
GUARANTEED. THE CONTRACTOR IS RESPONSIBLE
FOR VERIFYING ALL LEVELS. LOCATIONS. TYPES.
AND DIMENSIONS OF THE EXISTING UTILITIES
PRIOR TO CONSTRUCTION. IF A DISCREPANCY
IS FOUND, WORK SHALL CEASE AND THE ENGINEER
NOTIFIED. WORK Al CONTINUE UPON ENGINEERS
NOTICE TO PROCEED.
1. PROPERTY OWNER/APPLICANT: TFP, LLC
P.O. BOX 369
COROLLA, NC 27927
2. PROPERTY IDENTIFICATION: 9859-16-93-2218
'3: RECORDED REFERENCE: D.B. 1912, PG. 226; P.C. E, SL. 224
4. ZONE: VILLAGE COMMERCIAL (V—C)
5. PARCEL AREA: 37,373.1 sqft / 0.86 acres
6. TOPOGRAPHY & TREE LOCATION BASED ON FIELD SURVEY BY QUIBLE &
ASSOCIATES, P.C. ON 10/26/2012 AND REFERENCE NAVD 1988. BOUNDARY AS
PER LOT SURVEY BY QUIBLE & ASSOCIATES, P.C., DATED 3-27-13.
7. FLOOD ZONES: SHADED "X" (0.2X) PANELt,3720985900J DATED 09/20/06.
(SUBJECT TO CHANGE BY F.E.M.A.)
8. SCOPE OF WORK:
THIS PLAN PROPOSES THE CONSTRUCTION OF A 5,000 SQ"FT. RENTAL
PROPERTY MANAGEMENT/MAINTENANCE OFFICE AND ASSOCIATED PARKING AND
INFRASTRUCTURE IMPROVEMENTS.
17. LANDSCAPING SHALL BE IN ACCORDANCE WITH SECTION 156.115 (DESIGN
STANDARDS FOR LANDSCAPING AND OPEN SPACE)
20' BUFFER (REAR) = 210.88 LN.FT.
BUFFER REQUIRED: 1 LARGE TREE / 100 LN.FT. (2 LG. TREES)
5 SMALL TREES / 100 LN.FT" (11 SM. TREES)
20 SHRUBS / 100 LN.FT. (42 SHRUBS)
BUFFER PROVIDED: 2 LARGE TREES
(SOUTH) 4 SMALL TREES
42 SHRUBS
20 EXISTING TREES TO REMAIN
PARKING LOT LANDSCAPING TO BE IN ACCORDANCE NTH SECTION 156.115 (C)
LANDSCAPE ISLANDS TO CONTAIN A MINIMUM OF 6 SHRUBS. REQUIRED
CANOPY TREES ARE NOT PROPOSED WITHIN LANDSCAPE ISLANDS AS PER
SECTION 156.115 (C)(2)(i) (ALL PARKING LANDSCAPE ISLANDS ARE WITHIN 75
FT. OF BUILDING FACADE.)
THE REMAINDER OF THE LANDSCAPE ISLAND SHALL BE COMPLETELY FILLED IN
WITH PERENNIALS, ANNUAL FLOWERS, ORNAMENTAL GRASSES, TURF GRASSES,
A MINIMUM OF 3 INCHES OF LANDSCAPING MULCH OR A COMBINATION
THEREOF.
MIN 50% TREES SHALL BE CANOPY TREES
MIN 20% TREES SHALL BE EVERGREEN
MAX 30% SHRUBS SHALL BE DECIDUOUS
MIN. CALIPER
MIN. HEIGHT
MIN. HEIGHT
MIN.
CATEGORY
SYMBOL
QUANTITY
COMMON NAME
AT PLANTING
AT PLANTING
AT MATURITY
SPREAD
9
SPARTINA PATENS •
—
—
1' — 3' HT.
—
ORNAMENTAL
GRASSES
vi.
INDIAN GRASS
1' — 3' HT.
_
SWITCH GRASS
=
=
1' — 3' HT.
56
12
VIRGINIA WILLOW •
—
—
10' — 15' HT
5'
WILD RAISIN 'POSSUNIHAW
—
—
10' — 15' HT"
5'
AMERICAN BEAUTYBERRY
—
—
3' — 9' HT.
5'
SHRUBS
38
INDIAN HAWTHORNE
—
—
8' — 10' HT.
5'
COASTAL AZALEA
—
—
3' — V HT.
Sl
42
JAPANESE PRIVET
—
30" HT.
6' — 10' HT.
5'
r
2
GROUNDS& TREE •
1.5'
5' HT.
10' — 15' HT
10'-20'
SOUTHERN PRICKLY ASH
1.5"
5' HT.
15' — 30' HT.
20"1
SMALL
3
YAUPON HOLLY
1.5'
S' HT.
15' — 30' HT.
10'-20'
TREES
2
FLOWERING DOGWOOD
1.5'
5' HT.
15' — 30' HT.
15'1
4
SOUTHERN WAX MYRTLE
1.5"
5' HT.
10' — 20' HT.
10'-20'
3
UVE OAK
2"
8' HT.
20' — 40' HT.
30'
LARGE
TREES
2
HICKORY
2"
8' HT.
20' — 40' HT.
30'
• COORDINATE INSTALLATION WITH OWNER.
• SPECIES OF SMALL TREES AND SHRUBS LISTED ABOVE MAY BE
INTERCHANGED WITH OWNERS APPROVAL AND CONFIRMATION THAT
LANDSCAPING REMAINS IN COMPLIANCE WITH THE TOWN'S
ORDINANCE.
• (•) DENOTES PLANT SPECIES TO BE USED WITHIN THE
STORMWATER BMP AREAS
1 3 PIECES REINFORCED RUBBER
'I 4" MULCH. DO NOT LEAVE SO
ON BURLAP. AFTER ROOT BAL
HAS BEEN SET, REMOVE TWINY
? OR WIRE FROM ROOT BALL
SOIL BACKFlLL
BALLS GREATER THAN 2' DIA.
SHALL SIT ON MOUND OF UN—
DIS T ING RBED SOIL TO PREVENT
LOT llB
FOW 5EA5ON5 /N DUCK
PG "E", 5L 205-206
I
SIR MAINTAIN &
�-- lo•6wEEr GUM PROTECT EXISTING BUFFER
E/R VEGETATION LANDSCAPING
(LARGE TRH
B Pl I6 HIGKORYJ
i
6'HOLLY
14'CED
24GED
Do GED
24 GED
iw
554M E5 50P/05/0N
CONNERCIAL PARCEL B
n n
PG G SL 117D
_ ._,EDAK— _ Ilk
220.
l2"CEDAR LEANT
I I Ek
�}aa I
I a
/2 GED , r
I
IPERIMETER
LANSCAPING
Y rr �r/rr�l
BPINELEANI 7711
rrr//rr'
1 U1 L11�
(3) NO. 12 GAUGE GALVANIZED
WARE POSITIONED AT 120'
AROUND THE TREE
3-2x2x3' TREATED STAKE
'HOLE DIAMETER FOR BALL SHALL
BE TWICE BALL DIAMETER
TREE PLANTING DETAIL
N.T.S.
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6 OAK
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PG 'E 5L 203 206
TYP.
BUFFER
LANDSCAPING
(SMALL TREE)
TIP.
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6"NaL, MAINTAIN & __/�12PlNE , p
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141PINE)
lPROPOSED
_ STORMWATER
\ INFILTRATION BASIN j I
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IiW14
N
CO ED '
PROPOSED LOA ING #
2 STORY
MAINTENANCE OFFICE ;YM rtiaIII rt'Ihl still/k
(SEE ARCHITECTURAL PLANS)_
..... r�I�µiIJ�'in ",,. Ylir✓y�l�Rl,p� ry l F 3yyh ��'I..
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— —W----
EX/57IN5 6"INATERtI>
/A/IROXVI;tal;A z
GONTRAcrOR rO r/B.D V5?ff r sum rrFF
La.RTlON B DBE 7R PRIOR TO CON3TRGS:RON
COORDINATE KITH DARE OO!I,VTY HATER
I
I
I
LOT 120 I
FOUR 5E45ON5 IN DUCK I
PG 'E", 5L 203 206
£GN I
Ib/STJ I
I
I
LEGEND
EXISTING ASPHALT PAVEMENT
pp
EX. IRON ROD
El
EX. CONC. MON.
PROPOSED RIP —RAP
0
EX. PK NAIL
PROPOSED CONCRETE
0
EX. DRILL HOLE
°d
PROPOSED ASPHALT
•
SET IRON ROD
•
CALCULATED POINT
`o�
EX. UTILITY POLE
EX. FIRE HYDRANT
®
EX. WATER METER
OO
EX. TELEPHONE FED
l`IrYF
ROBERT L. EVAN5, Sr.
DB 16/1, PG 323 /
PARCEL A
PG "E", 5L 224
ORNAMENTAL /
GRASSES (TYP.)
I
'/6'
GRAPHIC SCALE
18 0 7.5 15 30
IN FEET
1 inch = 15 ft
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COMMISSION NO-
P12030
DESIGNED BY
TAS
DRAWN BY
TAS
CHECKED BY
MWS
ISSUE DATE
1. 6-10-13
III.OF 9 SHEETS

PERMANENT VEGETATION TEMPORARY VEGETATION
SEEDING DATES: APRIL 1 - SEPT 30 SEEDING DATES: OCT. 1 - MARCH 31
SEED MIXTURE APPLICATION RAMSIACRE =_Mll APPLICATION RATES/ACRE
BAHIA 50 LBS. RYE GRAIN 175 LEM
COMMON BERMUDA 50 LBS.
(UNHULUD)
GERMAN MILLET 15 1
FESCUE 20 LBS
FERTILIZER EMI LIB
111 O 500 LB/ACRE 1D-1G-IO 0 IOOD LB/ACRE
MULCH M18CH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, APPLY 4.000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING KITH ASPHALT,
NETTING, OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY NETTING. OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL
GENERAL•
-FERTILIZER RATES SHOWN ARE GENERAL RECOMMENDATIONS; FREQUENCY AND AMOUNT OF FERTILIZATION CAN BEST BE DETERMINED THROUGH SITE SPECIFIC SOIL TESTING.
-MAINTENANCE:
SATISFACTORY STABILIZATION AND EROSION CONTROL REQUIRES A COMPLETE VEGETATIVE COVER. EVEN SMALL BREACHES IN VEGETATIVE COVER CAN EXPAND RAPIDLY AND,
IF LEFT UNATIENOEEN CAN ALLOW SERIOUS SOIL LOSS FROM AN OTHERWISE STABLE SURFACE A SINGLE HEAVY RAIN IS OFTEN SUFFICIENT TO GREATLY ENLARGE BARE
SPOTS, AND THE LONGER REPAIRS ARE DELAYED, THE MORE COSTLY THEY BECOME PROMPT ACTION WILL KEEP SEDIMENT LOSS AND REPAIR COST DOWN. NEW SEDI I
SHOULD BE INSPECTED FREQUENTLY AND MAINTENANCE PERFORMED AS NEEDED. F RILLS AND DULLES DEVELOP, THEY MUST BE FILLED IN, RE -SEEDED, AND MULCHED AS
SOON AS POSSIBLE DIVERSIONS MAY BE NEEDED UNTIL NEW PLANTS TAKE HOLD.
MAINTENANCE REQUIREMENTS EXTEND BEYOND THE SEEDING PHASE. (UNTIL FINAL COMPLETION IS AWARDED)
WEAK OR DAMAGED SPOTS MUST BE RELMED, FERTILIZED, MULCHED, AND RESEEDED AS PROMPTLY AS POSSIBLE. REFERTIUZA11ON MAY EE NEEDED TO MAINTAIN
PRODUCTIVE STANDS
GENERAL SEEDING SPECIFICATIONS
99.21'ero
FINAL
DRAWINGS -FOR
PERMITTING
ONLY
I
I
I
LOT 120
1c v 5/R I FOUR SEASONS /N DUGK
5 b7° l4' 02•E �� a 5,v FT G(,PI, PG III SL 203 206
ISOIL EROSION Hit SEDIMENTATION CONTROL PLAN NOTES: , ' ` , \ ' , `,_„ uLcc', r / ''_ � ' . - - _ N a7• /� I
vL -(
1) AREA TO BE DISTURBED: t30,786 III (t0.71 cc.) - I
/ �ISILIMRB'ATNCp.E
2) PROVIDE A GROUNDCOVER STABILIZATION (TEMPORARY OR PERMANENT) ON Al DENUDED DOWNSTREAM ` 1 - , ` ' ` " r -_ ' - - - .- _ _ -. _ _.. _. _. _ .... _ _
W
SURFACES FOLLOWING THE COMPLETION OF LAND DISTURBING ACTIVITIES PER THE CRITERIA LISTED BELOW: , ,
/ / 79.E E/R
0. PERIMETER DIKES. BERMS, SWALES. DITCHES AND SLOPES SHALL BE STABILIZED IN 7 DAYS. r j �,' , AVr;- -
b. HIGH QUALITY WATER (HOW) ZONES SHAH BE STABILIZED IN 7 DAYS. 'T - _ -
CONTRACTOR SHALL , 1 ' ��' �-'_� '".� O BEGIN SILT FENCE
INSTALL CURLER ^ (165 W.FT.) C. DOWNSTREAM SLOPES STEEPER THAN 3:1 SHALL BE STABILIZED IN 7 DAYS. IF SLOPES ARE 10' �--
STABILIZATION FABRIC / / , 1 ; I , 1 `, ��,� _ �� -}-•,� / _ ,.., a ; ,n ;:, Iflti� r'4:'." END TREE
OR LESS AND ARE NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED. OVER DISTURBED �''
SLOPES BEHIND NEW `
d. DOWNSTREAM SLOPES 3:1 OR FLATTER AND LESS THAN 50' IN LENGTH SHAH BE STABILIZED IN .SL/•� - _ PROTECTION FENCE
RETAINING WAIL , / / , , , � ,,+ •R.•......�.,:,,,,.,,. ., r-K,N[--` _ (N40 W.FT.)
14 DAYS. SLOPES 3:1 OR PUTTER EXCEEDING 50' IN LENGTH SHALL BE STABILIZED IN 7 DAYS.
e. AOTHER DOWNSTREAM AREAS WITH SLOPES 4:1 OR FLATTER SHAH BE STABILIZED WITHIN 14 r f / ) +a 1 �" . ��,_ '� , ;
1 ,
Y /
l
LEGEND
: r . ,r.l
DAYS.
3 IF LAND DISTURBING ACTIVITIES OCCUR OUTSIDE THE PERMANENT VEGETATION SEEDING DATES (APR. 1- , ' , �' , ' + - - - - IJ-' - ��, \- EXISTING ASPHALT PAVEMENT
Si THEN TEMPORARY VEGETATION SEEDING SPECIFICATIONS SHALL BE FOLLOWED FOR PLANTING ! , / ', 1 + r-- ! _+,, I -;�\ - E'I20POSEI) ` «,
L _.
UNTIL THE NEXT APPROPRIATE PERMANENT SEEDING PERIOD. AT WHICH TIME PERMANENT VEGETATION ' ' , I ' ' ' ; ' I '_ ` `." , - - - - - - ` .'\ - STORM'sNA'TFR
SHALL BE ESTABUSHD ACCORDING TO PERMANENT VEGETATION SEEDING SPECIFICATIONS (SEE PERM. & ' r , I , '' ,` ' - OUTLET IN411 IhATION NASIN \ � - -f PROPOSED RIP -RAP
r . PROTECTION _ - a _ \ \ 4.
TEMP. SEEDING SPECIFICATIONS). , "� - \
4) IF EXCESSIVE WIND EROSION OR STORMWATER RUNOFF EROSION DEVELOPS DURING TIME OF ION AND SEDIMENTATION CONTROL \��\ e- PROPOSED CONCRETE
CONSTRUCTION ANY LOCATION ON THE PROJECT SITE, ADDITIONAL EROS5 bPr onz' \ , c
MEASURES SHALL BE INSTALLED IMMEDIATELY AS DIRECTED BY THE ENGINEER TO ADDRESS THE PROBLEM
. 4,. INLET a u
AREA AND PREVENT DAMAGE TO ADJACENT PROPERTIES.
5) SOIL EROSION AND SEDIMENTATION CONTROLS TO BE INSPECTED, MAINTAINED AND REPAIRED AS ` `'fi 1 ' III w" H>R TE(CT(ON_ �' - 7`\, PROPOSED ASPHALT
NECESSARY UNTIL PERMANENT CONTROLS ARE ESTABLISHED. II P V,
,
1 /
c. A RAIN GAUGE MUST MUST BE KEPI ON SITE.
,•' ' "I. V " r„a7 '"I IraKglu,F - -?V -'`" \.._/ SLOPE STABIUZATI
..� .. wir Ixemn _ -� ` .:` ON/EXCELSIOR FABRIC
L
b. DEDICATED DEMOLITION AND OTHER WASTE AREAS AND EARTHEN MATERIAL STOCKPILES MUST BE
LOCATED AT LEAST 50 FEET FROM DRAINS OR STREAMS UNLESS NO ALTERNATIVE IS FEASIBLE.
Ill
" \ pp EX. IRON ROD
C. Al EROSION AND SEDIMENT CONTROL MEASURES MUST BE INSPECTED AT LEAST ONCE A WEEK , �o cenA,. ', ', 1 , ( ..; .� # I' , al ,,,'`,IIII T'cJl)'I ur? rv-' I,' "'�-.::,,
,, .^ ,: aI<:� , V{ r .� .°jli'III p , N l.. IV' I.IIk. \ /
AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN A HALF INCH (DURING A 24 , , :�:- , r. ( :w "i r '.,- v�l {' '� NI 11 w'. 1 ��` r .:�, ._ \ _ � EX. CONC. MOM.
HOUR PERIOD). IMMEDIATE CORRECTIVE ACTION MUST BE TAKEN FOR ANY DEVICE FAILURE �s.::'�`
IIIBn�ysry III'IrIIII II e "N'�
d. INSPECT ALL OUTLETS WHERE RUNOFF LEAVES SITE AND EVALUATE EFFECT ON NEARBY STREAMS. + + , , , I _ .�^ -=+b ", i r __~ T g�I 11.. °.µ.- , • CALCULATED POINT
TAKE CORRECTIVE ACTION F NECESSARY.
' ' ' ' �I,. NHr a. _','II�AI , h� IIIlI�` Ilp� Il ull ""I 11 O drNl »n Ml v _ III i4141V , .III T "II;,
e. MANTRA RECORDS OF INSPECTIONS AND CORRECTIVE ACTIONS. + , 1 1 � I1 IL r I,rA,y„�= u, lu S a„ _� 'lu t _ � ,- EX. UTILITY POLE
74'GED ' 1 rr _ � 1 w `+
,` _ I 'd - �-,'I ,
RK NOTE: OFFSITE BORROW MATERIAL SWILL COME FROM AN NCDENR LAND QUALITY , 1 , I v":.� 1'( `1il v`H^>wr:r, ; " III W� p`, j.. !.III' II IIIII 1 Ir�-�.t. I III17lu,.. '� ',�"✓�),,I" .k'.`,'r: '^_ ``-%_' EX. FIR f. EARTHWORK OTE N Y NI v _ _ , x E HYDRANT
SECTION APPROVED SITE. OFFSRE DISPOSAL OF EXCESS MATERIAL SHALL BE TO AN NCDENR LAND + + + , , 'III :3-'/ \ a4 1j 'y `
' ' :. "� r9V will IP PL�e •(.
QUALITY SECTION APPROVED SETS N , -
SEAPINES SIBDIVlSlON ', ,�, , , .. iIl . '�: �VuItiI '+ 1 I � "�r J rr I"�.: �,�4 I �71yl,lyl���r I+I •E�17 "." ; .� I'"C , � (m EX. WATER METER
GOII171 GIRL PAl2GE�
CONSTRUCTION SEQUENCE: Pc c , SL ll7v
Q -7P-1P—TREE PROTECTION FENCE
° • , 1 , I , ,1^. I �� ,I� � ° r Y I - " 11 I I H'a r ' II III I , I •!, IiNI .I I V
z4rceDAR� +`u' ' NIII. :+ ' r - ' r 1 IIII, �I s I�� R S ' ,Wvp �, ��: /
PRECONSTRUCTION:' ` r 1, `, _ ' c m t j 2 T • ^ r ", ' , s , - $ OR II �1NIP
`20 CE, \ , _ _ ^s* )� NF L, r: III :;II V Illlll ill v 'III h+II uII I --- —SILT FENCE
`5
s I)RyI„'.I,IIV"I>IkI rl II k x;+ ""II Ny IM1 t , �. INI Try : IIIII
1) OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS. RGBDB ERI EVAN5, 5^.
` `0 I S+.�sllrlQ--� I m T _ I I�Il lvl V IVI IiI�'. ! , 2
2) FUG Al ROUGH STAKE WORK LIMITS. ,• ^ III II I,a11W ,:. v " !I1 1, III III" I sl a «.,'i II -- / y1 ,�yy
l?'EDARIP/NI ', A ', .y 1^bt9,I`W.. , I� :�dh 1, I �#_ D �VF I W'`�`
25
� �: P III �, � ,,. PARCEL A
PG III5L224
+ III . rr
Iyi � ;L,uf,' o ,
. i d
3) FLAG EXISTING VEGETATION TO REMAIN/PROTECT.
4) HOLD PRECONSTRUCTION CONFERENCE (OWNER, CONTRACTOR, ENGINEER, AND APPROPRIATE - 1 \ ! -t NOTES:
GOVERNMENT OFflCWS) AT LEAST ONE WEEK PRIOR TO START OF CONSTRUCTION ACTIVITIES. vz-cEu ' -- 4 -' I / w r ;w .}� ° % II - 7 `t
ICI iI V+, ;w9° °. e r "Y s°EMI ry /
x � API Y'° �� I^Mr� V � III
1d n 4 V�1 \ . n Q ' 1. PROPERTY OWNER/APPLICANT: TFP, LLC
�II pp `', '
CONSTRUCTION: f �' +� - _ CO ED I':,+yNl-- '(+ ".�
P.O. BOX 369
AROPOS�D LOA ING • CONTRACTOR SHALL
'tI ^I kA
TORY II pI INSTALL CURLER COROLLA, NC 27927
5) INSTALL CONSTRUCTION ENTRANCE AND SILT FENCING AT LOCATIONS SHOWN ON PLAN ' ' _ *.' '.' LH a +^- v
i STABILIZATION FABRIC 2. PROPERTY IDENTIFICATION: 9859-16-93-2218
- 'MAINCE OFFICE % \_ OVER SLOPES ALONG
r. `` PROPERTY LINE 3. RECORDED REFERENCE: D.B. 1912. PG. 226: P.C. E. SL 224
6) COMPLETE CLEARING AND GRUBBING PROCEDURES.r , s....,1 I, "'f ° SEARCCCTURAL PLANS) �"`Tr`y*-*�^-' "IIj
i
7) INSTALL THE INFILTRATION BASIN. THE INFILTRATION BASIN SHAH BE UTILIZED AS A SEDIMENT i - �' \ - "'rlll , �.. \ _\ I,`�INi11 r Ia !r 4. ZONE: VILLAGE COMMERCIAL (V-C)
BASIN DURING CONSTRUCTION. THE BASIN SHALL BE MONITORED FOR SEDIMENT
_d
. I,I.
ACCUMULATION AND CLEANED OUT AS NECESSARY.-
'
\ 9 6) PERFORM GRADING NECESSARY TO INSTALL RETAINING WALLS. I , '. ' ' - - _ _ _ _ 6. TOPOGRAPHY & TREE LOCATION BASED ON FIELD SURVEY BY QUIBLE &
'� ' - _ _ _
9) GRADE SITE ACCORDING TO PION AND BEGIN CONSTRUCTION OF PROPOSED IMPROVEMENTS. ' - - _'_ • , ��. + ar �Wly ", L.r y 1 «„ II I, IIIF- _ -'-o, I,�°j, _ ASSOCIATES, P.C. ON 10/26/2012 AND REFERENCE NAVD 1988. BOUNDARY
y - - SILT FEN ]q CE TO RUN
AS P .- � -� ER LOT SURVEY BY I - � ,°� QU BLE &ASSOCIATES P.C. DATED 3-27-1
, I FII_lRA`RON 8 N 3
- - ASI
RAIDED AND UTILIZED \ u - I C GU INFILTRATION BASIN STROLL BE - " , _= II ONTI OUS WITH
I ACTMTIES PROGRESS , ' 10 AS GRADING r , u _
fit, I I I T^ I
J , , , I I
, " I n SIN
pI 141 R SEDIMENT Ir � MONITORED FOR SED - r Po I 1" PROPERTY LINE THE BASIN SHALL BE , : r.I�.r ua � � ,
IN DURING CONSTRUCTION. v r SEDIMENT BASIN D I , I
ACCUMULATION AND CLEANED OUT AS NECESSARY. ` ,' ' , ' ` ` ' SHADED •X" (0.2� PANELI(1: 372098590OJ DATED
1 < FLOOD ZONES:
11) INSTALL CONTRIBUTING STORM CONVEYANCES INCLUDING RIPRAP APRONS AND ASSOCIATED , I `. 11' , ,�,,«�',, `, • r , III"�^Ilr m'`,Ii IIII °` ,y=?I U _ _ - _ _ _ -"I . y'y,a ' III IIIII "'v �IVj° m` w^ '" 1 '
09/20/06. (SUBJECT TO CHANGE BY F.E.M.A.)
EROSION CONTROLS. ' I , - I _ , , , , ..L a
- _ _ _ _ - 1 z . -III uNu 1°Ir Ir B. SCOPE OF WORK:
12 ALL EROSION & SEDIMENTATION CONTROLS SHALL BE INSPECTED WEEKLY AND AFTER HEAVY : ' I , ' I , v
\ Y- ` 1$ • - �F THIS PLAN PROPOSES THE CONSTRUCTION OF A 5,000 SQ.FT. RENTAL
RAINFALL EVENT. NEEDED REPAIRS AND MAINTENANCE WILL BE MADE IMMEDIATELY. ',I,1+' ,� , 1 , ( -w J'i,
FURTHERMORE, IF ANY WIND OR STORMWATER RUNOFF EROSION DEVELOPS DURING THE , `, \ -k ° ili II Co �' N "II V .IµI11111uhI KN'u;I I ' Irv' II', m.II Ililll,
PROPERTY MANAGEMENT/MAINTENANCE OFFICE AND ASSOCIATED PARKING
clerk, -, \ N Q }, p l AND INFRASTRUCTURE IMPROVEMENTS.
CONSTRUCTION OF THE PROJECT, ADDITIONAL EROSION AND SEDIMENTATION CONTROL II - -
MEASURES SHALL BE INSTALLED TO ADDRESS THE PROBLEM AREA' /'� , . ` II °d ('Iirr r " r p ti,.
O I , 0 rQfllll `V�1uH IIV�II,IIII^I ', `
13) ONCE THE SITE CONSTRUCTION IS COMPLETE AND DENUDED SURFACES ARE FULLY , 9. ALL UTILITIES ON THIS SITE WILL BE PLACED UNDERGROUND UNLESS
STABILIZED: Nl STORMWATER CONVEYANCES, STRUCTURES, PIPING AND BASINS SHALL BE ',I `�,I` ,``'1 OTHERWISE NOTED.
CLEANED OF ALL SILT/DEBRIS WHICH MAY HAVE ACCUMULATED DURING CONSTRUCTION. _
CONTRACTOR SHALL VERIFY DESIGN GRADES OF ALL STORMWATER CONVEYANCES INCLUDING / «' , 1 ,.: � � s 10. LAND DISTURBANCE: t30,786 sq.ft. (t0.71 oc.)
11 : /' Vll II IIu.
THE DRY INFILTRATION BASINS AND RESTORE TO DESIGN SPECIFICATIONS AS NECESSARY \` ` ,1 III -' ' >�, NI ^ / III^1
11. AN NCDETIR HIGH DENSITY STORMWATER PERMIT WILL BE REQUIRED FOR
1 III
14) UPON THE REMOVAL OF ACCUMULATED SEDIMENTS AND SHE STABILIZATION, ALL REMAINING �, - ' '' ( � � , - 1w' CONSTRUCTION THIS SITE.
.„f 1 -`' ENTRANCE/EXIT
EROSION CONTROLS MAY BE REMOVED FROM THE DEVELOPMENT. ALL DOWNSTREAM EROSION 1�` `, I`, ` r 1 ' ', III ' III "'+ I• ' 1 i ` !' ' 12. ALL PROPOSED ELEVATIONS SHOWN ON THIS PLAN REFERENCE NAVD 1988
CONTROLS SHALL REMAIN IN PLACE UNTIL THE COMPLETION OF Al OTHER DEVELOPMENT
CONSTRUCTION ACTMTTES.
_ ♦ EA
-BEGIN
5 a7• /.J• per, \ 'BEGIN TRII' '/ END SILT FENCE
�
E - '-.+�. LPROT_ECCTIM-FENCE , '/ II , I \ \` (1 t£5 LN.FT.)
LOT Ile
FOUR 5EA5ON5 IN DUCK
PG 'E° 5L 203 206
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FOUR 5EA50N5 /N D(.GK I
PG 'l 5L 203 206
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CALL TOLL FREE
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NORTH CAROLINA
ONE CALLA.
CONSTRUCTION
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IENTRANCE/EXRT
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UMITS OF BACK -.FISTING VEGG��TATI
DISTURBANCE , N
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`7./9'
\
YO PIROVIDE, A CLEAR W
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(TYPJ OF SIGHTtiFOR SAFE IEGRESS.
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SC,ARBOR>01UGH \LANE
,
40, R W
NOTE:0
._..`.._.._.._.._.
_.._ _ .._:. ..,.:_.. .._,._.._..F.._.._
THE DATA GIVEN ON THESE PUNS IS BELIEVED
_..-.._:._.._.._.:.._.._..L.._.._..1,._.._..�:._.._
_.._
TO BE ACCURATE. BUT THE ACCURACY IS NOT
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- GRAPHIC SCALE
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GUARANTEED. THE CONTRACTOR RESPONSIBLE
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FOR VERIFYING ALL LEVELS, LOCATIONS, TYPES,
Fitirs!rNc�Y, v�tTt7.lir rr
1s
AND DIMENSIONS OF THE EXISTING UTILITIES
t Foxna U j'
zs 1s 30
H
PRIOR TO CONSTRUCTION. IF A DISCREPANCY
or r A n ;� Firt rurF, ,g
IS FOUND, WORK SHALL CEASE AND THE ENGINEER
i>
NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS
NOTICE TO PROCEED.
( IN FEET )
1 inch = 15 fL
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COMMISSION NO.
P12030
DESIGNED BY
TAS
DRAWN BY
TAs W
CHECKED BY
MWs
ISSUE DATE
6-10-13
N0.
6
9 SHEETS
I
T,—
I'

72•
4" THICK 3,000 PSI
FIBERMESH CONCRETE
C P
"VAN ACCESSIBLE" SIGN
VAN
m
~ r
-A
SIGN: R7-8 OR R7-8A
r,.
r, XPANSION JOINTS (TYP)
RESERVED
GREEN — BORDER AND LEGEND
..� .' .` .. NOTE CROSS RAMP SHALL HAVE A TRUNCATED DOME
' ' PATTERN MEETING THE CURRENT AMERICAN NTTH
•-..r
PARKING
WHITE — BACKGROUND
' .: ;:� •..; • •� DISATRUTIES ACT ACCESSIBIUTY GUIDELINES (ADAAG).
THE TRUNCATED THE
DOME PATTERN SHALL EXTFEET
•�:
m
BLUE - IN ACCORDANCE W/
F
�..;, . ; :. ... .a WIDTH OF THE GROSS RAMP I
2 FEET N
ISNI-':.'
ADA STANDARDS
LENGTH ST
:. ;N •.: LINGER IN THE DIRECTION OF PEDESTRIAN TRAVEL
�.., TRANSITION TO 6" REVEAL SIDEWALK
Ae
LT
SIGN: R7-8D
GREEN - BORDER AND LEGEND
WHITE - BACKGROUND
A SIDEWAUC FLUSH WITH
ASPHALT ASPHALT (DROP CURB)
PLAN VIEW
a
w
TOP OF WALKWAY 5' RAMP TOP OF ASPHALT
Vt
121
LL
0
w
CURB TRANSITION
Y
U
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GOww
a
GUTTER
0
a
SEC7flON A A
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NOTE: CROSS RAMP SHALL HAVE A TRUNCATED DOME PATTERN MEETING THE
CURRENT AMERICAN WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES (ADAAG).
THE TRUNCATED DOME PATTERN SHALL EXTEND THE FULL WIDTH OF THE CROSS
RAMP BY 2 FEET IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL. THE
v
TRUNCATED DOME SURFACE SHALL BE BRICK PAVERS OR MATTING AND RED IN
COLOR TO PRODUCE A 70% CONTRAST WITH SURROUNDING CONCRETE SURFACES.
N
RADIUS CONC. TOP
WHEELCHAIR RAMP
WALKWAY
r •'..
• \fir\fir\�/ �r �r�\/ . , p
N.T.S.
d ' ?
4" CONCRETE (3,000 psi, BROOM FINISHED)
_
2500 PSI CONCRETE
6x6 10/10 WIRE MESH
`L
SLOPE TO DRAIN
e c °d
v
. x x 4. X x .-
DILL a
- .d A
C C °
ADA RESERVED PARK
SIGN DETAIL
d ,.a .•d :°
°
d
N.T.S. -
/I 011\1 /111 /I /11` 1 /1\//1\/�\
2"x4' \
PLAN CEDAR
1"x 8" CEDAR 1 _2" GAP
2",
(TREE
CONIC. SLAB
4"x4" POSTS ELEVATION
TREATED (TYP)
ENCLOSURE
(2) 8' x 10' CONCRETE DUMPSTER PADS
- 6" CONC. (3000 PSI) WITH
6"x6" W1.4xW1.4 W.W.F. OVER 4" ABC BASE
r
") 9'-8 1 2" 1 1 9'-8 1 2"
4'-10 1/4" O.0 4'-10 1/4" O.0
A
\ O
.- "
I - A A � 4•
e— er ' 4
"'
a •'
4"x4" TREATED WOOD POSTS (TYP)�
- SET IN CONC. PAD
DEWSTER PAD
PLAN
CONCRETE DUMPSTER PAD and ENCLOSURE
N.T.S.
L
L- THOROUGHLY COMPACTED SUBGRADE
CONCRETE SIDEWALK SECTION
N.T.S.
GENERAL CONTRACTOR MAY REPLACE FIBERMESH CONCRETE
WITH WIRE SCREEN OR WIPE SCREEN WITH FIBERMESH
CONCRETE AS APPROVED BY ENGINEER
TYPICAL SECTION OF RETAINING WALL
NTS
*STRUCTURAL DESIGN BY OTHERS
z}
h • Z w m
m w CLs ^HE
w to V N
2 0* N zNa
6" 1.5'
Z I n 0 3 x
F- w U 1.
Q� � Z
18'-0" MAX. 18'-0" MAX. 18'-0" MAX. = °
(n w m E
1/2" RADIUS V/ zC5 " xc
EQUAL SPACES EQUAL SPACES EQUAL SPACES 3" RADIUS n •� � a
TOP OF PAVEMENT t+r
•� 0 z Z; N o
3� E D D E D D E D D E D m .04 SLOPE 1/6" RAD. SLOPE Fit Z c W
I I I I I I I I I " �— w fx a
FOR "W" = 6'-0" OR LESS a 4 . s S S S -5 fl [y`'E CD z t
Uj
18'-0" MAX. G
. 1 SjSo8bOV'q
O
EQUAL SPACES EQUAL SPACES EQUAL SPACES ,\�,\�.\�..\�.\� _.auuu..._ b
E D D E D D E D D E D
—I ---I--I- D D -I —I I - D -I—I 3
E D D E D D E D D E D
I I I I I I I I
FOR "W" = MORE THAN 6'-0"
E = EXPANSION JOINT
NOTES: D = DUMMY JOINT
-EXCEPT WHERE SHOWN IN THE PLAN, ALL NEW CONC. WALKS SHALL HAVE
JOINTS SPACED AS SHOWN IN THESE DETAILS.
-AN EXPANSION JOINT SHALL BE USED TO SEPARATE THE NEW CONC. WALK
FROM OTHER NEW OR EXISTING CONCRETE CONSTRUCTION.
-SEE ALSO ARCHITECTURAL PLANS SHEET A1.4
JOINT PATTERN
u 3/8'
RADIUS
1 /8"t
RADIUS RADIUS
vv PREFORMED EXPANSION
JOINT MATERIAL
DUMMY JOINT EXPANSION JOINT
JOINT DEUU
SIDEWALK JOINTS
N.TS.
1e
NOTE COW
ALL CONCRETE IN WALKS, CURBS A: CR TE
SHALL BE 3,000 PSI FlEIERME41 CONCRETE
RAISED CURB
SIDEWALK/ASPHALT SE
W.W.F. (TYP.)
N.T.S.
WIDTH VARIES (SEE SITE PLAN)
4" 3000 PSI CONCRETE
(BROOM FINISH)
#4 AT 2'-0" o/C
- 48
112
- 2" RADIUS
1-#4 CONT.
TRAFFIC
RATED
JOINT
SEALANT
2-#4 CONT.
�^ BOTTOM
CONCRETE SIDEWALK SECTION
N.T.S.
2* ASP0LT
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N.T.S.
SAW
NTS
1/4•
PARKWAY
6" x 12" CONCRETE CURB
REF. NCDOT STD. 846.01
N.T.S.
COMPACTION NOTES
1. PROOF ROLL ALL NEW PAVED AREAS. NOTIFY ON G R AND ENGINEER OF ANY
UNACCEPTABLE AREAS.
2. COMPACT BACKFILL AND SUBGRADE TO 95X OF THE MODIFIED PROCTOR
MAXWUM DRY DENSITY (ASIM D1557) ALL BACKFILL MATERIAL SHALL BE
SELECT BACKFILL UNLESS 07HERVASE SPECIFIED BY THE EHOMEF L
d SELECT FILL SNALL CONSIST OF SAND OR GRAVEL CONTAINING LESS THAN
20% BY VWCHT OF FWES SP, SM. SW, GP, GWI HAVING A UwED LIMITLESS THAN 30 AND C UMT LESS THAN 6 AND FREE OF RUBBLE,
ORGANICS, CLAY, DEBRR, AND OTHER UNSUITABLE MATERIAL
WIDTH ft VARIES
SEE PLAN
N�
ThOROUGHLY COMPACTED SUBGRADE !
WHEEL STOP DETAIL
N.T.S.
DRIVE REBAR FLUSH WITH
TOP OF WHEEL STOP
PRE -CAST 6"H x 9"W x 61
CONCRETE WHEEL STOP (TYP)
(INSTALL AT ALL PARKING SPACES WHERE SHOWN)
24" LONG #4 REBAR ANCHOR ROD
(EXTEND 10" INTO GROUND)
2' CONCRETE APRON DETAIL
N.T.S.
EMENT
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COMMISSION NO.
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DESIGNED BY
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DRAWN BY
TAS
CHECKED BY
MWS
ISSUE DATE
6-10-13
i SHEET N0.
7
OF 9 SHEETS
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PROFILE OF RETAINING WALL
SCALE: 1"= 15'
VERTICAL SCALE: 1 "= 15'
BOTTOM OF
BASIN
BOTTOM ELEVATION
SEDIMENT SHALL BE REMOVED
WHEN THE DEPTH REACHES:
1
6.0'
16.5'
PLASTIC GRADUATED GRADE STICK ATTACHED TO
PRESSURE TREATED POST WITH STAINLESS STEEL
THREADED FASTENERS - ELEVATIONSSHOWN ON
GRADE STICK SHALL BE BASED
ONON TRUE
RUE
ELEVATIONS FROM MEAN SEA LEVEL LABEL
ELEVATIONS AT 1' INCREMENTS
- ELEVATION VARIES (SEE TABLE)
M
ir CONCRETE
~ BASE
I� 1' 8" �I TO BE PLACED
IN EACH BASIN
DEPTH BENCHMARK
N.T.S.
TRENCH SHALL BE
BACKFILLED WITH CLEAN
AND TOPPED WITH
SOIL IF LOCATED IN
MENT, PAVE PER
MENT SPECIFICATIONS.
STORM PIPE BENCH SECTION
N.T.S.
1IPE JOINTS SHALL BE WRAPPED WITH NCDOT TYPE I;
GEOTEXTILE OR APPROVED EQUIVALENT.
2. PERFORATED HOPE PIPES SHALL BE SLEEVED WITH NCDOT
TYPE II GEOTr7LT1LE OR APPROVED EQUIVALENT.
IAUNCH
:DRY
TOP OF BERM
BASIN BOTTOM TO BE COVERED
NTH 4 INCHES #3 RIVER ROCK OR APPROVED EQUAL
BASIN/SWALE BOTTOM
TO BE COVERED WITH -4
INCHES OF CLEAN SAND.
SIDE SLOPES TO BE
4:1 OR 3:1 AS
LABELED ON GRADING
AND DRAINAGE PLAN
fOM VARIES . "NyX
u
SWALE TO BE SEEDED
IN ACCORDANCE WITH
/- GENERAL SEEDING
SPECIFICATIONS
NOTES:
1. CARE SHOULD BE USED DURING INSTALLATION TO MINIMIZE
COMPACTION OF SOL ON THE BOTTOM AND SIDES OF THE
INFILTRATION DEVICES SINCE THIS WILL REDUCE THE
THEPERMEABILITYDRAINAGE AT THE SOIL SURFACE. TO AVOID COMPACTING
THE DRAININ
AGE MEDIA, LIGHT EQUIPMENT AND CONSTRUCTION
TECHNIQUES THAT MINIMIZE COMPACTION SHOULD BE USED.
2. UPON ACCEPTANCE BY THE ENGINEER AND OWNER, IT IS THE
OWNERS RESPONSIBILITY TO PROVIDE NECESSARY
&L
MAINTENANCE SO THAT THE STORMWATER SYSTEM WILL
FUNCTION PROPERLY. PLEASE REFER TO THE STORMWATER
MANAGEMENT INFILTRATION BASIN OPERATION AND
MAINTENANCE AGREEMENT FOR THE REQUIRED MAINTENANCE.
SECTION VIEW A- A
HORIZONTAL- 1'=15
VERTICAL 1"-3'
(EXAGGERATED 5 TIMES)
HORIZONTAL 1'=15
VERTICAL 1'-3'
(EXAGGERATED 5 TIMES)
BASIN/SWALE BOTTOM
TO BE COVERED WITH 4
INCHES OF CLEAN SAND
SWALE TO BE SEEDED
IN ACCORDANCE WITH
GENERAL SEEDING
SPEQFICATIONS
SCARIFY NATIVE SOIL;•
NO COMPACTION I
SIDE SLOPES TO BE
4.1 OR 3:1 AS
LABELED ON GRADING
AND DRAINAGE PLAN
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N.T.S.
FRAME GRATE & HOOD;
U.S. FOUNDRY 5130 FRAME
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APPROVED EQUAL 840.16 OR APPROVED EQUAL
sL=� E
24"
24"
6" VARIES
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MIN. VARIES
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FRAME GRATE & HOOD;
STONE BEDDING
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& HOOD & 6168 GRATE OR
;.•/,/%•,!
APPROVED EQUAL
FRAME GRATE PER NCDOT
840.16 OR APPROVED EQUAL
PERMEABLE EX104 AS FABRIC _ _ _
SCARIFY NAIVE SOIL:- MODEL GEOTEX104F AS - - - - - - - - - - - - SLOPE - SLOPE
NO COMPACTION VARIES MANUFACTURED BY PROPEX HEIIIIIIIIIIIIIIIII
GEOSYNTHETICS OR APPROVED EQUAL
TYPICAL INFILTRA710b[ BASINS 1 &
N.T.S. 36'
6"
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N.T.S.
a
6" a
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MIN. 6' WASHED STONE BEDDING. 1
MIN. 6' WASHED -
PRECAST CATCH BASIN DETAIL, STONE BEDDING
FOR 2.0' CURB & GUTTER PRECAST
- N.T.S.
N.T.S.
NOTES, NOTES:
1. CONCRETE SHALL BE 4000 P.S.I. MINIMUM FOR ALL ORECAST CONCRETE CATCH BASINS 1, CONCRETE SHALL BE 4000 P.S.I. MINIMUM FOR ALL PRECAST CONCRETE CATCH BASINS.
2. ALL PRECAST CONCRETE DRAINAGE STRUCTURES SHALL BE DESIGNED FOR HS-20 LOADING 2. ALL PRECAST CONCRETE DRAINAGE STRUCTURES SHALL BE DESIGNED FOR HS-20 LOADING
AND IN ACCORDANCE WITH NCDOT STANDARDS. AND IN ACCORDANCE WITH NCDOT STANDARDS.
.3. PRECAST CONCRETE STRUCTURES MAY ONLY BE INSTALLED TO DEPTHS CERTIFIED AS 3.. PRECAST CONCRETE STRUCTURES MAY ONLY BE INSTALLED TO DEPTHS CERTIFIED AS
ACCEPTABLE BY THE MANUFACTURER. ACCEPTABLE BY THE MANUFACTURER.
4. WAFFLE' BOXES ARE ACCEPTABLE FOR SHALLOW TYPE CATCH BASINS. 4• "WAFFLE' BOXES ARE ACCEPTABLE FOR SHALLOW TYPE CATCH BASINS.
5. BRICK MAY BE USED TO ADJUST FRAME, GRATE & HOOD TO SURFACE ELEVATION A MAXIMUM 5. BRICK MAY BE USED TO ADJUST FRAME, GRATE HOOD TO SURFACE ELEVATION A MAXIMUM
OF 12 INCHES. OF 12 INCHES..
6. PRECAST STRUCTURES SHALL BE SPECIFICALLY ORDERED/MANUFACTURED TO FIT THE S. PRECAST STRUCTURES SHALL BE SPECIFICALLY ORDERED/MANUFACTURED TO FIT THE
SPECIFIED OR OTHERWISE APPROVED FRAME, GRATE AND HOOD. SPECIFIED OR OTHERWISE APPROVED FRAME & GRATE.
7. CONTRACTOR MAY SUBSTITUTE PRECAST BASIN WITH CMU BASIN CONSTRUCTED IN 7• CONTRACTOR MAY SUBSTITUTE PRECAST BASIN WITH CMU BASIN CONSTRUCTED IN
ACCORDANCE WITH NCDOT STANDARD DRAWING 840.15, BASIN DIMENSIONS SHALL BE ACCORDANCE WITH NCDOT STANDARD DRAWING 840.15.
PROVIDED AS REQUIRED FOR APPROVED FRAME, GRATE AND HOOD,
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COMMISSION NO.
P12030
DESIGNED BY
TAS
DRAWN BY
TAS DLT
CHECKED BY -
MWS
ISSUE DATE
6-10-13
SHEET NO.
8
`OF 9 SHEETSJ

WEATHERPROOF SIGN AS SHOWN
ABOVE SIGN SPACED 0 50' O.C.,
NOTES BELOW FOR CONSTRUCTION
1.33 LB/LF STEELL POST 06.0' LET
0 5'-0* O.C. TYPICAL
ORANGE W RESISTANT HIGH TENSII
STRENGTH POLY BARRICADE FABRIC
EXISTING GRADE
„'^f0
S'row
GRAVEL CONSTRUCTION
ENTRANCEIEMT DETAIL
N.T.S
-WARNW SIM TO BE MADE OF DUM9LF- WEXHBIPROOF WiERIN.
-IERFR TO BE r HIM MN.. CLF l LE GRE AND SPACED AS SHOWN
BBDW ON SIGH DETAIL
-PATE SIGN AT EACH ETD OF LNFAR TREE FROIF M NO MID W ON
COM THOWAI R.
-FDR TREE PROIFLnON AJGA LESS RVJI W N POIIETER, PRUME NO
LESS RUN ONE SIGN PER PROIW OH ARIA
-ATMCH SOS SEDUIELY TO FENCE POSH AND FABNC
�f 44
EE �
PROIECRON AR
DO NOi FN1ER PROHIBIDO ENMARJ."ZONA PROTECTORA1V
PARA LOS ARBOUM
3' 3.
SIGN DETAIL
•
ERIAL,
y
MAT
aRANtF, UV RESISTANT
a
g
HIGH TENSILE STRENGTH
POLYETHYLENE LAMINAR
o
a
BARRICADE FABRIC
PRCHINDO ENTRAR
ZONA PROTECTORA
PARA LOS AW10=
4-0' as
MINIMUM
1.33 •s/LF STEEL POST
11.. ALL PLANTS DESGNA10 TO BE SAVED SHALL BE PROTECTED BY FENCING, AS ILLUSTRATED.
2 INSTALL TREE PROTECTION FENCE AT TREE DRIP LINE OR AT EDGE OF DISTURBED AREA. AS SHOWN ON
PLANS, PRIOR TO COMMENCEMENT OF CONSTRUCTION,
3. THERE SHALL BE NO STORAGE OF MATERIAL WITHIN THE BOUNDARIES OF THE TREE PROTECTION FENCING.
4. TREE PROTECTION FENCING SHALL BE MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT. —
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SYNTHETIC FILTER FABRIC(TYP)
SILT FENCE DETAIL
N.T.S
MINIMUM
2'-0' MIN.
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COMPACTED FILL TRENCH
( 4" WIDE x 8" DEEP )
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N.T.S.
END SEAM OF BLANKETS OVERLAP 2"-4".
PLACE STAPLES, ONE ON EACH CORNER OF
BLANKET, 12" O.C. ALONG BLANKET END
THROUGH BOTH BLANKETS. UPSLOPE BLANKET
LAPS OVER DOWNSLOPE BLANKETS IN A SHINGLE AFFECT.
END ROLL OVERLAP
N.T.S.
NOTES:
1. STAPLE PATTERNS ARE DEPENDENT ON SITE CONDITIONS.
SEE @JRLEX STAPLE PATTERN GUIDE FOR DETAILS.
CURLEX® SLOPE
APPLICATION DETAIL
AMERICAN EXCELSIOR COMPANY
ARLINGTON, TEXAS
STAPLE 12" O.C. ALONG
BLANKET AT SLOPE
BOTTOM OF SLOPE
TERMINATION
N.T.S.
SOIL PILE
FROM TRENCH
SLOPE r0
PROTECT
TRENCH APPROX.
10" WIDE x 8" DEEP
SLOPE TRENCHING
METHOD "B"
N.T.S.
BLANKET OVERLAP
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SIDE SEAM OVERLAP
STAPLE DETAIL
N.T.S.
1 ROW OF STAPLES,
12" O.C.
2 ROWS OF STAPLES,
STAGGERED, 6" O.C.,
EA. DIR.
2 ROWS OF STAPLES,
STAGGERED, 6" O.C.,
EA. DIR.
SOIL FILLED
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COMMISSION NO.
P12030
DESIGNED BY
TAS
DRAWN BY
TAS
CHECKED BY
MWS
ISSUE DATE
6-10-13
9
OF 9 SHEETS
I x
L
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