SW7121205_APPROVED PLANS_20130116

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW y/A IA5
DOC TYPE
❑ CURRENT PERMIT
rAPPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

4
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1
SHEET INDEX
I SITE PLAN
2 EXISTING CONDITIONS PLAN
3 GRADING & DRAINAGE PLAN
4 UTILITY PLAN
S LIGHTING PLAN
6 SOIL EROSION & SEDIMENT CONTROL PLAN
7 SITE DETAILS
S GRADING & DRAINAGE DETAILS
9 WATERLINE DETAILS
$ WATERLINE DETAILS
ii WASTEWATER DETAILS
IZ SOIL EROSION & SEDIMENT CONTROL DETAILS
x
SYMBOL
QUANTITY
COMMON NAME
HEIGHT
SPREAD
151
JAPANESE PRIVET*
6' - 10' HT.
5'
36
CREPE MYRTLE**
15' - 25' HT.
30'
10
LIVE OAK***
20' - 40' HT.
30'
I I I
* LARGE EVERGREEN SHRUB SPECIES MAY BE SUBSTITUTED WITH THE SPECIES
IDENTIFIED IN CHAPTER 5.9.3.E OF THE CURRITUCK COUNTY UNIFIED DEVELOPMENT
ORDINANCE WITH COUNTY APPROVAL.
** SMALL / SCREEN TREE SPECIES MAY BE SUBSTITUTED WITH THE SPECIES
IDENTIFIED IN CHAPTER 5.9.3.A OF THE CURRITUCK COUNTY UNIFIED DEVELOPMENT
ORDINANCE WITH COUNTY APPROVAL
*** SHADE TREE SPECIES MAY BE SUBSTITUTED WITH THE SPECIES IDENTIFIED
IN CHAPTER 5.9.3.0 OF THE CURRITUCK COUNTY UNIFIED DEVELOPMENT
ORDINANCE WITH COUNTY APPROVAL
I Y �
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 UT1LmES
PRIOR TO CONSTRUCTION. IF A DISCREPANCY
IS FOUND, WORK SHALL CEASE AND THE ENGINEER
NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS
NOTICE TO PROCEED.
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VICINITY MAP (COROLLA)
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NOTES.
PROPERTY OWNER/ADDRESS: TFP,LLC
P.O. BOX 369
\ COROLLA, NC 27927
1. PROPERTY DESCRIPTION: LOT 2, PHASE 13
II COROLLA LIGHT P.U.D.
t�t 2 PIN R: 9936-44-8584
PARCEL DE NUMBER: 1 51 B00000020013
"gyp 3. ZONE: GENERAL BUSINESS (GB)
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2 4. RECORDED REFERENCE: P.C. M. SL 114
I 5. PROPERTY IS LOCATED IN FIRM ZONE X (0.2%).
COMMUNITY PANEL 3720993600J DATED 12/16/05.
n1 COROLLA LI6NT P.UD 6. TOTAL PROJECT AREA 108,899.5 sgft / 2.50 acres
na1 F945E 13
LOTI 7. SCOPE OF WORK:
LW III THIS PLAN PROPOSES THE CONSTRUCTION OF 15,300 SQ.FT. OF
OFFICE/WAREHOUSE ALONG WITH ASSOCIATED PARKING AND INFRASTRUCTURE
IMPROVEMENTS.
S. COVERAGE
PROPOSED COVERAGE
BUILDINGS.................................................................................... 15,300.0 SQ.FT.
GRAVEL.............................................................................
...... ." 21,197.3 SQ.FT.
CONCRETE.................................................................................... 8,839.5 SQ.FT.
TOTAL IMPERVIOUS = ............. 45,336.8 SQ.FT. •/
PERCENT COVERAGE = (45,336.8 SQ.FT./108,899.5 SQ.FT.) x 100 - 41.6%
9. SETBACKS: REQUIRED PROS -
FRONT: 30' 274.3'
SIDE (EAST): 10' 16.7'
o SIDE (WEST): 10' 15.0'
REAR: 25' 25.0'
11. PARKING REQUIREMENTS:
OFFICE/WAREHOUSE: 15,300 SF O 1 SPACE/ 400 SF - 39 SPACES
REQUIRED: 39 SPACES
m PROVIDED: 39 SPACES
ADA SPACES REQUIRED: 1 SPACES
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ADA SPACES PROVIDED: 6 SPACES
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BANKS VENTURES, INC.' BY COASTAL ENGINEERING & SURVEYING, INC. SIGNED
BY CARLOS F. GOMEZ DATED SEPTEMBER 20. 2012.
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13. TOPOGRAPHIC INFORMATION OBTAINED BY QUIBLE & ASSOCIATES, P.C. ON
11-13-12 AND REFERENCES NAVD 1988.
14. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED.
15. ALL UTILITIES ON THIS SITE WILL BE PLACED UNDERGROUND UNLESS OTHERWISE
NOTED.
16. BUFFERYARDS: REQUIRED PROVIDED
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NORTH: TYPE 'C' MODIFIED TYPE "A"
SOUTHEAST. TYPE "C' MODIFIED TYPE 'A"
SOUTHWEST: TYPE "C" TYPE "C"
EAST: TYPE "A" TYPE 'A"
EX. MONITORING HELL WEST- TYPE 'C' TYPE "C"
16. SHADE TREE CALCULATION:
VEHICULAR ACCOMMODATION AREA:
EX 61 Cr-F GROUP -yAT`R LOv-�IN6 /_- I PROPOSED a 29,828.8 sq.fL (INCLUDES SIDEWALKS)
= ® ® em E m ® Mff X2 me IRS m SHADING REQ'D - 29,826.8 x 0.2 x 100 - 5,965.4 sq.ft. (205%)
AFT-FOXYMA 7F Lv-•.47'G_;�r. SHADE TREES PROVIDED:
3 LARGE INTERIOR TREE x 707 aq.ft. = 2.121 sq.ft.
9 SMALL PERIMETER TREES x 157 sq.ft. 1,413 sq.ft.
7 LARGE PERIMETER TREES x ?r56 Aq ft. = 2.478 sue+•
TOTAL SHADING PROVIDED = 6,012 sq.ft
SHADE TREES ALONG PAVEMENT EDGE TO BE PLANTED 3'6" BEHIND
EDGE OF PAVEMENT AND/OR BACK OF CONCRETE RIBBON.
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COMMISSION NO.
P11062
DESIGNED BY
TSA
DRAWN BY
TAS
CHECKED BY
MWS
ISSUE GATE
11-21-12
SHEET N0.
OF 12 SHEETS

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LEGEND
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_ _ =
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COROLLA BAY
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P.G. 4 SL l46
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NOTES:
PROPERTY OWNER/ADDRESS: TFP, LLC
P.O. BOX 369
COROLLA, NC 27927
1. PROPERTY DESCRIPTION: LOT 2. PHASE 13
COROLLA LIGHT P.U.D.
2. PIN NUMBER: 9936-44-8584
PARCEL ID NUMBER: 115B0000002GO13
3. ZONE: GENERAL BUSINESS (GB)
4. RECORDED REFERENCE: P.C. M. SL 114
5. PROPERTY IS LOCATED IN FIRM ZONE X (0.2%).
COMMUNITY PANEL 3720993600J DATED 12/16/05.
6. TOTAL PROJECT AREA 108,899.5 sqft / 2.50 acres
7. BOUNDARY INFORMATION BASED ON PLAT TITLED 'SUBDIVISION PUT FOR OUTER
BANKS VENTURES, INC.' BY COASTAL ENGINEERING & SURVEYING, INC. SIGNED
BY CARLOS F. GOMEZ DATED SEPTEMBER 20. 2012.
8. TOPOGRAPHIC INFORMATION OBTAINED BY QUIBLE & ASSOCIATES, P.C. ON
11-13-12 AND REFERENCES NAVD 1988.
SL 114
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
NOnnED. WORK MAY CONTINUE UPON ENGINEERS
NOTICE TO PROCEED.
BEFORE YOU DIG I
CALL TOLL FREE
1-800-632-4949
NORTH CAROLI'NA
ONE CALL
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COMMISSION N0.
P11062
DESIGNED BY
TSA
DRAWN BY
TAS
CHECKED BY
MWS
ISSUE DATE
11-21-12
OF 12 SHEETS

NOTES:
1. PROPERTY OWNER/ADDRESS: TFP, LLC
PO BOX 369
COROLLA, NC 27927
2. PROPERTY DESCRIPTION: LOT 2, PHASE 13
COROLLA LIGHT P.U.D.
3. PIN NUMBER: 9936-44-8584
PARCEL ID NUMBER: 115BOD000020013
4. ZONE: GENERAL BUSINESS (GB)
5. RECORDED REFERENCE: P.C. M. SL 114
6. PROPERTY IS LOCATED IN FIRM ZONE X (0.2%).
COMMUNITY PANEL 3720993600J DATED 12/16/05
7. TOTAL PROJECT AREA 108r899.5 sqR / 2.50 acres
8. SCOPE OF WORK: THIS PLAN PROPOSES THE CONSTRUCTION OF 15,300 SQ.FT.
OF OFFICE/WAREHOUSE ALONG WITH ASSOCIATED PARKING AND
INFRASTRUCTURE IMPROVEMENTS.
9. COVERAGE
PROPOSED COVERAGE
BUILDINGS.................................................................................... 15.300 SQ.FT.
ASPHALT & CONCRETE............................................................... 30.149 SQ.FT.
TOTAL IMPERVIOUS = ............. 45,449 SQ.FT.
PERCENT COVERAGE - (45,449 SQ.FT./108,889.5 SQ.FT.) x 100 - 41.7%
11. BOUNDARY INFORMATION BASED ON PLAT TITLED 'SUBDIVISION PLAT FOR
OUTER BANKS VENTURES, INC.' BY COASTAL ENGINEERING & SURVEYING, INC.
SIGNED BY CARLOS F. GOMEZ DATED SEPTEMBER 20, 2012.
12. TOPOGRAPHIC INFORMATION OBTAINED BY QUIBLE & ASSOCIATES. P.C. ON
11-13-12 AND REFERENCES NAVD 1988.
13. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED.
14. ALL UTILITIES ON THIS SITE WILL BE PLACED UNDERGROUND UNLESS OTHERWISE
NOTED.
15. BUFFERYARDS: REQUIRED PROVIDED
NORTH TYPE "C" MODIFIED TYPE "A"
SOUTHEAST: TYPE 'C" MODIFIED TYPE "A"
SOUTHWEST: TYPE 'C" TYPE "C"
EAST: TYPE 'A" TYPE "A'
WEST: TYPE "C" TYPE "C"
16. "HDPe N-12 CPP" REFERS TO HIGH DENSITY POLYETHYLENE. DOUBLE WALLED.
CORRUGATED PERFORATED PIPE. PERFORATION TO PENETRATE EXTERIOR AND
INTERIOR WALLS OF PIPE PIPE TO BE SLEEVED IN FILTER FABRIC "SOCK". ADS
PIPE OR EQUIVALENT
17. AN NCDENR HIGH DENSITY STORMWATER PERMIT WILL BE REQUIRED FOR
THIS SITE.
18. ALL ELEVATIONS. SHOWN ON THIS PLAN REFERENCE NAVD '88 DATUM.
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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.
BEFORE YOU DIG I
CALL TOLL FREE
1-800-632-4949
NORTH CAROLINA
ONE CALL
D.1.#7 I BASIN _ � EX. UTILITY POLE
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( IN FEET )
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SHEET NO.
3
OF 12 SHEETS

LEGEND\\\_:._.._..__._.._.._.._.._.._.._..- - - - - _.._.. _.._.._ _.._.._ ..- - - - - -. _ ul
17111.1:71.1.71OGF.4N TR.4/L -.._.. ........................................ ' Z
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..lOOrrV �J . . . . I ^ N o
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PROPOSED ASPHALT PAVEMENT PROPOSED D.I. \ \ \ INSTALL . . . . . . . . .
1' INSTA. .PROPOSED STORM PIPE L• N <•S
\ \ VALVE &VALVE BOX . (1) 8"X4' TAPPING SLEEVE. . . . . . v nf I VJ U i� =''-Q
PROPOSED CONCRETE PAVEMENT \ VALVE & VALVE BOX . . r I z
:. PROPOSED RIP -RAP \-.._.._.-_.._.. - _'- 'N cn w m E
\ .._.._ ._.._. - - -
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O EX IRON ROD \\ -Fo-a -p_.._.._.._.._.._-._.._.._.._.._.._.._.._.. •�
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W PROPOSED WATER MAIN \ @i --- _ 7 m , t�.a Lai L r 6[ ' fr vu/ 'AlcR N3 F O - -. - FO - _- • Z Z = s "'o
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EX. UTILITY POLE - - - - - - - - n P -----------------� - % �� - - - - - - - - - -
PROPOSED PUMP STATION � - - -- - - -
EX. FIRE HYDRANT OO =� ___a 0 PROPbSEO OFOSf'D3A-TYPE "C"'BUFFERYY�RD� P- \''c-_P._- _,_P-
a I UNGERGP.0UN17 POWER i
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EX. IRRIGATION VALVE I 1 INSTALL: 1 I'. < PO BOX 369 -1✓ NM z�° -
¢ I ` / (1) 6" DOUBLE CHECK / I \ •� W \1 COROLLA, NC 27927 �Z%`gyp O 4""
O EX. ELECTRICAL PED v'i. I - `�. DETECTOR ASSEMBLY \� ` / i / \ I` 2. PROPERTY DESCRIPTION: LOT 2, PHASE 13 ,,���d' .�d o w0 w 11
t$' O P (SEE SHEEP 10) \ \ l tL I� ��i xA � , U
al+�// Ifi 14 COROLLA LIGHT P.U.D. OHn,Mn aaap
3. PIN NUMBER: 9936-44-8584
PARCEL ID NUMBER: 115B00000020013
�EX.LAM75CAPE l I 4. ZONE: GENERAL BUSINESS (GB) o�o� om z 'Y �wz
I I PROPOSED TREELINE BLOCK Y� u 7 Ozzom:-z f c�000lw-.Wo,A
NOTE. I of r MAINTAIN & PROTECT REMAINING VEGETATION i w11 0O3 ^Nzw waw
TOBE ACCURATE. BUT THE ACCURACY IS N I I �. ( I I I ) \ I I o W o= o o z 6 N o ow m o z
DATA ON THESE PLAINS IS WHERE FEASIBLE FOR USE AS A BUFFERYARD \ I 5. RECORDED REFERENCE: P.C. M. SL 114 0 rnF o aww
GUARANTEED. THE CONTRACTOR IS RESPONSIBLE I a / - - ( R%• a wadi m z
I \ �� 6. PROPERTY IS LOCATED IN FIRM ZONE X 0.2 ON a �taSF ^nizazw
FOR VERIFYING ALL LEVELS, LOCATIONS, TYPES, P.q y s ( I I �- ''� \�� -��L I jvl / -gS - _ COMMUNITY PANEL 3720993600J DATED 12/16/05 uo M, zm]� grzwz�z0
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AND DIMENSIONS OF THE EXISTING UTILITIES +
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NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS
NOTICE TO PROCEED.
I
BEFORE YOU DIG I
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1-800-632-4949
JORTH CAROUNA
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INFILTRATION SWALE
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ri"-5 i7'i Rlr.�.1.'r��Af�7i4i'�•WF''{r;
rb-.If�t•�J►�'r.11Ya:'d,,.'•�t irk rYy M.
PROPOSED MODIFIED TYPE A BUFFER
(10' TYPE "C" BBUpFFFE�RYARD REQUIRED)
I a�
r•1�•W�y*r
!r!sltts'A
Walk
WtiirPL
�mmml
x
x
PROPOSED
OFFICE WAREHOUSE
(5,000 SQ.FT.)
I- R(M t_f„ .i , r, B f- 55
I AREA
RESERVED FOR
3 PROPOSED 6' FIRE LINE FUTURE DEVELOPMEf'JT
to
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IZ ( I LL O
(� o
I0 a wpp
f
a I
\ ------------------I
I 3" FORCEMAIN TO
EXISTING GRAVITY \
r------------------------.------- -SEWER SYSTEM
i- - - - - - - - - - _ _ _ _ — =�
PROPOSED I/ - ` �/ /
I STORMWATER--F---------�----
BASIN
`.. BOTTOM ® 7.1'
TI / � •
\ W W --+-r
I
� l
na. L
r.�PROPQ ED �-
(2,000 SQ.FT.) $
11.61'
IN=4.40'
6" FIRE HYDRANT ASSEMBLY
6" VALVE & BOX
45' BEND WITH THRUST BLOC
ON TO BE PROVIDED
,AROLINA WATER
CE SPECIFICATION Al
'CT TO NCDENR DWC
DVAL
�•Ia-1��'fr
4f �R`
6&0'
25E ROOF DRAIN
SYSTEM FOR
00 SQ.FT. BUILDING TO
01mSTORMWATER TO
REAR INFILTRATION SWALE
-'\i-PRO OSED
OFFICE WAREHOUSE
(3.400 SO.F7.)\\--_
1
--
a
y
68.0-
25' Karl.
—
_ _ _ ____ -
^�
__
- - - - - - - - - - - - - -
\o
PROPOSED INFILTRATION SWALE
c
_
—` �`
_
_ _
�ROP05EB-HJFILTRA'f191�SWALE
---
- —-PROPOSF'_B-'25` fiP�"It' SUFTERYARI7 (#AMhTAIN -tc PROT�ECfEXISTING*/l'GETRTION -WHERE M-A-51BtE o
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/
1
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1 51=0RNlER
437b1' - 513' 56' 20' E
LOT62
LOT63
LOT64
LOT65
CLUB
I ANALBEAD GELD
MIALINF540 CUOIr
I1019f8AD CLLB
uc l
SECS 5
CU8
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/JG l (
LTG I
I
SEcum 6
Q
I
-X�1! X- X7. TOTAL PROJECT AREA 108.899.5 sqft / 2.50 acres
p` I-� Waz;Co �w Jaopz
a�S
r- 8. SCOPE OF WORK: THIS PLAN PROPOSES THE CONSTRUCTION OF 15,300 SQ.FL
OW �✓Ni�00U"fU ZMZ ZU6 K
wo
m z
�r I OF OFFICE/WAREHOUSE ALONG WITH ASSOCIATED PARKING AND
= o � F � o _ � a o N � z o v
irr smwow
`^ INFRASTRUCTURE IMPROVEMENTS.
0 o�w�o aWa
0f
_...: _,
—i
N?W FWa0 = a n00
9• BOUNDARY INFORMATION BASED ON PLAT TITLED "SUBDIVISION PLAT FOR OUTER
ova m
INC." BY COASTAL &SURVEYING, INC. SIGNED
NCARLOS RGOMEZ
FKS
I f BY DATE, D SEPTEMBER 20,ERIN20 2
j I (10. TOPOGRAPHIC INFORMATION OBTAINED BY QUIBLE & ASSOCIATES, P.C. ON
I EX1577AYy rt�t5i:=% zi.^.% 11-13-12 AND REFERENCES NAVD 1988.
TREk"" r ,. da i I 11. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED.
I i 12. ALL UTILITIES ON THIS SITE VALL BE PLACED UNDERGROUND UNLESS OTHERWISE
NOTED.
I ' I 13. WASTEWATER: A CAPACITY OF 4,000 GPD OF WASTEWATER WILL BE CONVEYED
N
o
TO A PUMP STATION THEN CONVEYED TO EXISTING SANITARY GRAVITY
x - INFRASTRUCTURE.
cn
_ I 14. BUFFERYARDS: REQUIRED PROVIDED
-'--Fx- --x-- - NORTH: "A"
z
w�
TYPE'C' MODIFIED TYPE
SOUTHEAST: TYPE "C' MODIFIED TYPE "A"
Z
SOUTHWEST: TYPE "C" TYPE "Co
W
N EAST: TYPE 'A` TYPE `A"
a
WEST: TYPE "C" TYPE "C'
rn
-� 74. WATER SERVICE TO BE INSTALLED BY LICENSED WATER UTILITY CONTRACTOR.
NOTIFY CURRITUCK COUNTY WATER DEPARTMENT PRIOR TO INSTALLATION.
z
\ 15. DOMESTIC WATER SUPPLY VIA CURRITUCK COUNTY WATER DISTRIBUTION
\„ SYSTEM. -
a
\16. AN NCDENR HIGH DENSITY STORMWATER PERMIT WILL BE REQUIRED FOR 7W
w
o
THIS SITE.
/
17. ALL ELEVATIONS SHOWN ON THIS -FLAN REFERENCE NA\q '88 DATUM.
z
\,
441,
COROLLA L16W P.UD lNV 95� `SS -/v�•9� - - - - -
PHASE 13 \
LOT I \ ..` \ '4i At F -- -
LUCIII
\
�. -z'; (AC71Vn uRAIN 1-lam
?NV
f
®
EX. MONITORING kE L %
EX ,9 ° CFP-ROUNPN, I "ER LOi• rrrG PIPE
an mem==201 m w w am Iql Imm el lama No am SIX ICE m=Ism Em mw Ecm ltrm` 4`l
5=0.43i; - F, FOAL
APPROXIMATE LCCATIO'1 lrW=4.3'7k
7
1s
COMMISSION NO.
P11062
DESIGNED BY
TSA
DRAWN BY
TAS
CHECKED BY
MWS
ISSUE DATE
11-21-12
LOT66 GRAPHIC SCALE
CLL
9EGTlON 5 2W 0 10' 20' 40'
LTC I L mill
4
( IN FLEET )
1 inch = 20 1t
OF 12 SHEETS
k'
I

LEGEND
EXISTING ASPHALT PAVEMENT — _ =
EXISTING STORM PIPE
L.:'_.: J
❑®
PROPOSED D.I.
PROPOSED ASPHALT PAVEMENT
_ =
PROPOSED STORM PIPE
PROPOSED CONCRETE PAVEMENT
PROPOSED RIP -RAP
—
PROPOSED SWALE
EX IRON ROD
—w—
PROPOSED WATER MAIN
E7 EX. CONC. MON.
YY
sae �r
PROPOSED FIRE HYDRANT
OO SET IRON ROD
®
PROPOSED WATER METER
• CALCULATED POINT
Q
PROPOSED SANITARY MANHOLE
EX UTILITY FOIE
®O
PROPOSED PUMP STATION
EX. FIRE HYDRANT
—SS—
PROPOSED SANITARY SEWER
X EX. WATER VALVE
—FM—
PROPOSED FORCEMAIN
EX. WATER METER
I�:S EX. IRRIGATION VALVE
J EX. ELECTRICAL PED
I
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 ENGYNEERS-
NOTICE TO PROCEED.
YOU DIG 1
DBEFORE
CALL TOLL FREE
1-d00-832-49A9
NORTHCAROUNA
ONE CALL
- - - - - - - - - - - - - -
I
I
i 3
z
IgC.Y
I
W
I) , s
,
VIR6/TOUR HELTR/L
PERMANENT VEGETATION TEMPORARY VEGETATION If A50PIER COWAW
a
D.H: 253 Ri. &M
l
SEEDING DATES APRIL 1 - SEPT 30 SEEDING DATES: OCT. 1 - MARCH 31 LUC 111-
RATES/Arne
SEED MIXTURE APPLICATION RATES/ACRE SEED MIXTURE APPLICATION
BAHIA 50 LBS RYE GRAIN 175 LBS
COMMON BERMUDA 50 LBS.
(UNHULLED)
GERMAN MILLETT 15 LBS
`,
FESCUE 20 LOS
z-
I ,'
FERTILIZER FEB'➢LUER
O 500 LB/ACRE 1 O 10DO LB/ACRE ,
��/
+
-IG-10
� MULai
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING NTH ASPHALT, APPLY 4.000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, '
o
I';
NETTING OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY NETTING, OR A MULCH ANCHORING TOOL. A DISK WTH 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.
I!,'
-MAI[RTQUNCE
I
SATISFACTORY STABLIZATION AND EROSION CONTROL REQUIRES A COMPLETE VEGETATIVE COVER. EVEN SMALL BREACHES IN VEGETATIVE COVER CAN EXPAND RAPIDLY AND.
IF LEFT UNATTENDED, CAN ALLOW SERIOUS SOIL LOSS FROM AN OTHERWSE STABLE SURFACE A SINGLE HEAVY RAIN IS OFTEN SUFFICIENT TO GREATLY ENLARGE BARE
I I
I
SPOTS, AND THE LONGER REPAIRS ARE DELAYED, THE MORE COSILY THEY BECOME PROMPT ACTION WILL KEEP SEDIMENT LOSS AND REPAIR COST DOWN. NEW SLINGS
,
SHOULD BE INSPECTED FREQUENTLY AND MAINTENANCE PERFORMED AS NEEDED. IF RILLS AND GULLIES DEVELOP, THEY MUST BE FILLED IN, RE -SEEDED. AND MULCHED AS
SOON AS POSSIBLE DIVERSIONS MAY BE NEEDED UNTIL NEW PLANTS TAKE HOLD.
( r
MAINTENANCE REQUIREMENTS EXTEND BEYOND THE SEEDING PHASE. (UNTIL FINAL COMPLETION IS AWARDED)
WEAK OR DAMAGED SPOTS MUST BE REUMED, FERTILIZED, MULCHED, AND RESEEDED AS PROMPTLY AS POSSIBLE REFERTIUZATION MAY BE NEEDED TO MAINTAIN
PRODUCTIVE STANOS
GENERAL SEEDING SPECIFICATIONS
I
p SILT FENCE (TYPJ /
\
(�
3 1,578 LN.FT. TOTAL /
LIMITS OF
DISTURBANCE /
'(
(TYP.)
11)
1
Jit
y20061
l BASIN
BOTTOM ®7.1' j , NOTES:
' 1. PROPERTY OWNER/ADDRESS: TFP, LLC
PO BOX 369
�'-
..�._ ? COROLLA, NC 27927
— — — — —
2. PROPERTY DESCRIPTION: LOT 2, PHASE 73
COROLLA LIGHT P.U.D.
SILT FENCE (TYP.) 3. PIN NUMBER: 9936-44-8584
1,578 LN.FT. TOTALI PARCEL ID NUMBER: 115B00000020013
4. ZONE: GENERAL BUSINESS (BG)
LIMITS OF
DISTURBANCE 5. RECORDED REFERENCE: P.C. M. SL 114
(TYP-) 6. PROPERTY IS LOCATED IN FIRM ZONE X (0.2%).
�- ! _ COMMUNITY PANEL 3720993600J DATED 12/16/05
r 7. TOTAL PROJECT AREA 108,899.5 egft / 2.50 acres
B. SCOPE OF WORK: THIS PLAN PROPOSES THE CONSTRUCTION OF 15,300 SQ.FT.
OF OFFICE/WAREHOUSE ALONG NTH ASSOCIATED PARKING AND
INFRASTRUCTURE IMPROVEMENTS
II 110. I ,,. .a \ - I I % 9. BOUNDARY INFORMATION BASED ON PLAT TITLED 'SUBDIVISION PLAT FOR
SIGNED BY CARLOS F. GOMEZ DATED SEPTEMBER 20, 2012 SURVEYI G, INC.
' OUTER BANKS VENTURES, INC.
BY COASTAL ENGINEERING & N
V -
I
NN r` I _ _ , 10. 11O13-APHIC INFORMATION
OBTAINED BY QUIBLE & ASSOCIATES, P.C. ON
r 8.
A-- - I 11. ALL UTILITIES ON THIS SITE WILL BE PLACED UNDERGROUND UNLESS OTHERWISE
\ 12 UNDDISTURBANCE t1 3282 TRIO
i 7
13. 'HDPe N-12 CPP' REFERS TO HIGH DENSITY POLYETHYLENE, DOUBLE WALLED,
_ } \
ICORRUGATED PERFORATED PIPE PERFORATION TO PENETRATE EXTERIOR AND
r , ,
/ INTERIOR WALLS OF PIPE PIPE TO BE SLEEVED IN FILTER FABRIC 'SOCK'. ADS
PIPE OR EQUIVALENT
14. 'TOB' LABEL ON SPOT ELEVATIONS INDICATES THAT ELEVATIONS GIVEN
7, / -_ _ II -L / ARE TO TOP OF BERM.
15. AN N�� R HIGH DENSITY STORMWATER PERMIT WILL BE REQUIRED FOR
THIS r
16. ALL ELEVATIONS SHOWN ON THIS PLAN REFERENCE NAVE) '88 DATUM.
ti------------
i- _ _ - - _ - - _
IQ! I rIJTI_J�'F`P!/E_UI l.:-.,.IT - ------------ _
of
<' I' ( l I III _ _ _ --- _
wM
AIL EROSION dt SEDIMENTATION CONTROL PLAN NOM.,
AREA TO BE DISTURBED: t113,262 eq.ft. - t2.60 ac.
PROVIDE A GROUNDCOVER STABILIZATION (TEMPORARY OR PERMANENT) ON ALL DENUDED DOWNSTREAM
i I I SURFACES FOLLOWING THE COMPLETION OF LAND DISTURBING ACTIVITIES PER THE CRITERIA LISTED BELOW:
I. PERIMETER DIKES, BERMS, SWALES, DITCHES AND SLOPES SHALL BE STABILIZED IN 7 DAYS.
b. HIGH QUALITY WATER (HOW) ZONES SHALL BE STABILIZED IN 7 DAYS.
\ _ ..— — — COROLLA LI6HT PJLO C. DOWNSTREAM SLOPES STEEPER THAN 3:1 SHALL BE STABILIZED IN 7 DAYS. IF SLOPES ARE 10'
— _ -- —.._ M /3 OR LESS AND ARE NOT STEEPER THAN 2:1. 14 DAYS ARE ALLOWED.
LOT 'C—"--'-' — \; H d. DOWNSTREAM SLOPES 3:1 OR FLATTER AND LESS THAN 50' IN LENGTH SHALL BE STABILIZED IN
L.G lH 14 DAYS. SLOPES 3:1 OTHER DOWNSTREAM R FLATTER EXCEEDING 50' IN LENGTH SHALL BE STABILIZED IN 7 DAYS.
/ e. ALL AREAS WITH SLOPES 4:1 OR FLATTER SHALL BE STABILIZED WITHIN 14
f ----------_— — i -- — —= — — — — -' - DAYS.
3) IF LAND DISTURBING ACTM71ES OCCUR OUTSIDE THE PERMANENT VEGETATION SEEDING DATES (APR. -
1
I i —�`!' - _-.-.. _._.9 _ _.... -.. -� / ! SEP.30) THEN TEMPORARY VEGETATION SEEDING SPECIFICATIONS SHALL BE FOLLOWED FOR PLANTING
PROPOSED
I / {.
STORMWATER I O I I , �• F— vs=2 v - . ° L g UNTIL THE NEXT APPROPRIATE PERMANENT SEEDING PERIOD, AT WHICH TIME PERMANENT VEGETATION
J
j I BASIN � i� I = SHALL BE ESTABLISHED ACCORDING TO PERMANENT VEGETATION SEEDING SPECIFICATIONS (SEE PERM. &
II BOTTOM 0 7.1' J(L r , —� ° TEMP. SEEDING SPECIFICATIONS).
*��" 4) IF EXCESSIVE WIND EROSION OR STORMWATER RUNOFF EROSION DEVELOPS DURING TIME OF
, I, �. _ _,- pa CONSTRUCTION ANY LOCATION ON THE PROJECTS ADDITIONAL EROSION AND SEDIMENTATION CONTROL
"� — - _" i J �',, a '"'t,+* 3 MEASURES SHALL BE INSTALLED IMMEDIATELY AS DIRECTED BY THE ENGINEER TO ADDRESS THE PROBLEM
AREA AND PREVENT DAMAGE TO ADJACENT PROPERTIES.
5) SOIL EROSION AND SEDIMENTATION CONTROLS TO BE INSPECTED, MAINTMNED AND REPAIRED AS
NECESSARY A RAIN IL GAUGE
PERMANENT USUST BE KEPT ONCONTROLS ARE SITE
�
T
CAT DED b ^,� _ . DEDICATED DEMOLITION AND OTHER WASTE AREAS AND EARTHEN
{.(.:"',,#'- ,c..� MATERIAL STOCKPILES MUST BE
:.
_� ,_ - � -, � l �. � _--,-= - •, - , ,.y,.:rt - - �*Ai._n - �. :� -4 LOCATED AT LEAST 50 FEET FROM
r
� � DRAINS OR STREAMS UNLESS NO ALTERNATIVE I
S FEASIBLE.
C. ALL EROSION AND SEDIMENT
mow.
CONTROL MEASURES MUST BE INSPECTED AT LEAST ONCE A WEEK
-
Ldt2.Lr4A47{' AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN
-,#`- . +.,,: s _ - -r >;.. A HALF INCH DURING A 24
q� Y ° �. ;�xt,^�`'-' \ `� -�� .,>` 'ice ��+Y.., .� -•:�<. rzv ,
,14LWT@7AY 5FplifS 31 �' ''`' - �:• - .:..� �: � *==,-- '��.� �-_=�?'<=�?' :�_,y °ry---�«`..� Tr { --; .�:,.z>� - ry �,3 �.'"' HOUR PERIOD). IMMEDIATE CORRECTIVE A (
' 1 -* .k, ,-`µ � :, •€-�;�,�,..;.- - -t..a .� �-_�-
' �x - ) ACTION MUST BE TAKEN FOR ANY DEVICE FAILURE.
" a -a - ��:. -- d. INSPECT ALL OUTLETS WHERE RUNOFF
P.C. .1 SL le I , ..a - _ , ., - - .... , . a3 t - I'S*s-1^ z o)". i., - :, LEAVES SITE AND EVALUATE I _ ,% -- z ALUATE EFFECT -.-a-- - � � � , "'� ,-., ON NEARBY STREAMS.
a � f d 111 I - _ > — Y:' =.€ i. =r .Yf `' TAKE
!LG _€�'- � "`--��. '� -, .,_. y E CORRECTIVE ACTION If N , < t - - _ x. f ECESSARY.
-ram A. ,/�� E
-".�� ".,d ';!�'_,.,:��' „� i.,�it 1 - `i'��'� x� � w� �' � S e. MAI
•�_.,. .L?^ � •-, "�- � •.Li,�..� NTAIN RECORDS OF INSPECTIONS AND CORRECTIVE
.'1 s�.'•' CTIVE ACTIONS.
`
I -� tea.. �<.. -�z �C 3 . :. `q �a i x. t m, x, �' ri - +�- .,� ..:r��. i , ,n a I I - v .-s • _ ., S�-- :� ax - ,�• - _,`t'. i �. ' . ��, - �Wi.g�.,.�:- h:>�i �T '` -. ._.�-:... , C�.,, t r9,.. .),d.:":au �.�, ��^,� $ . . __�..-•.-_. , : �_ , ,�� �r.- � -, -'�- , -� +fir�, � - ,-: s ��a,�- - I f EARTHWORK NOTE: OFFSITE BORROW MATERIAL SHALL COME FROM AN NCDENR LAND QUALITY
I - . ..E? , _ : - - . -, ' , - .., � .,,, ✓., '`- ^a r ' -� , --4.tt ' ,arat -. x - _ , --. -. .�" _ ar, •.; * € , _ s. /` �4', a x fi : t„7' r - +-'#`�`"'. r, �, � ..&, - a ,. _ SECTION APPROVED S
. TIE. D SITE DISPOSAL OF EXCESS MATERIAL SHALL BE TO AN NCDENR LAN
i'A'=�.. ,rya i -,�ey :;. QUALITY 0 D
�- I , m ., i '- � -1 % , y. '� to ._'- � ..•- .. r � v .z' r� �_ r- s , i �w _ ` � - - � - \ . - a N ''s - -.:.�" ��,-. — .� _ Q SECTION APPROVED SITE.
Irr \ 1 4>,c�. f� °
� `T`' ;i • � n�y � -- � 'a" I ° � a\I � �� �, CTION S�DUENCE.
t
r`•1 _4 -.. `.P a „;,PRECONSTRUCTION:
.
. 1) OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS.
n - c � - f.. - .� z<, - 2 FLAG AND/OR ROUGH
I / \ � st ) / 0 STAKE WORK LIMITS.
PROPOSED �'� z. �_-- -- ° 'f- 3) HOLD PRECONSTRUCTION CONFERENCE (OWNER, CONTRACTOR, ENGINEER, AND APPROPRIATE
s' /°, `�-�'-:xE; ! GOVERNMENT OFFICIALS) AT LEAST ONE WEEK PRIOR TO START OF CONSTRUCTION ACTIVITIES.
I J�CE WAREHSE .aL ,t�`- 4
(4,900,SQ.fT.)Jr`,g,,,,.�i CONSTPUCTION:
O
-.. PROVIDE ROOF DRAIN
_ \ i' '; ..L�,y - - '�: GUTTER SYSTEM FOR 4) INSTALL CONSTRUCTION ENTRANCE AND SILT FENCING AT LOCATIONS SHOWN ON PLAN
�°
: \ I f , - ° INLET PROTECTION , 7 /tom / � � 3,500 SQ.FT. BUILDING TO I 5) COMPLETE CLEARING AND GRUBBING PROCEDURES.
'' (T�) - o / �, \ '`� , DIRECT STORMWATER TO 1 _ - 6) INSTALL THE LARGE INFILTRATION BASIN IN THE INTERIOR OF THE PROPERTY IDENTIFIED ON
GUTTER ' YSAEM FOR - - ",- a / /� 1 / Y aREAR INFILTRATION SWALE W ' —
,PROVIDE ROOF'"ISRAIN " < ,_,.{ /`- T'�{- ,- ,_ _ �� SHEET 3 IN DRAINAGE AREA 1. THE LARGE INFILTRATION BASIN SHALL BE UTILIZED AS A
I I `� , °. ' ` - I - _ SEDIMENT BASIN DURING CONSTRUCTION. THE BASIN SHALL BE MONITORED FOR SEDIMENT
J ^�. PRPPOSED r�/• },`"' .,_`�, i1SED .-� J - „i^`�\y_" S.,?p - -„. a', -PROPOSED — ACCUMULATION AND CLEANED OUT AS NECESSARY.
REAR OF _ _ ,a
` Q. ING �� _ .� _ / OFFICE WAREHOUSE - Xd '<OFFlJ C ✓ OLSE r - --'� a, s _- -,; -. - - OFFICE W' SE I ! f 7) GRADE SITE ACCORDING TO PLAN AND BEGIN CONSTRUCTION OF PROPOSED IMPROVEMENTS,
-` ,•'� I `�I, IRE STORMWATER TO . ,`' _:`4' -�' . -, n� .', (5,000 SQ.FT.) ^� I F2.000 SQ.FT-), , - �"�4>.'r+1-?�{;q,,.' (3,400 SET._."'-•8) AS GRADING ACTMTIES PROGRESS PERIMETER INFILTRATION PROVEMENTS.
_ LTRATION BASINS SHALL BE INSTALLED AND
�--- I' INFILTRATION SWALE ' ., ° ' , , :. - A? . , _ , - r: � �^' + - , � '- . ? R _ - - _ _ _ _ �. $ - - - ' ', UTILIZED AS SEDIMENT BASINS DURING CONSTRUCTION. THE BASINS SHALL BE MONITORED
` - ' + OR SEDIMENT ACCUMULATION AND CLEANED OUT AS NECESSARY.
9F, 9) DRAINS LATERALS RIPRAP APRONS AND CONTRIBUTING STORM CONVEYANCES INCLUDING PIPE CULVERTS, DROP INLETS ROOF
ASSOCIATED EROSION CONTROLS.
10) ALL EROSION & SEDIMENTATION CONTROLS SHALL BE INSPECTED WEEKLY AND AFTER HEAVY
RAINFALL EVENT. NEEDED REPAIRS AND MAINTENANCE WILL BE MADE IMMEDIATELY.
FURTHERMORE, IF ANY WIND OR STORMWATER RUNOFF EROSION DEVELOPS DURING THE
_a,\���%` - J•_ - - - _ -° ,1 _ _ - - - _ 4 - - ` , CONSTRUCTION OF THE PROJECT, ADDITIONAL EROSION AND SEDIMENTATION CONTROL
MEASURES SHALL BE INSTALLED TO ADDRESS THE PROBLEM AREA
LONCE THE SITE 1FACES ARE FULLY
7-.. _'-- — ?5M85L _ - ---- ---- "
I _--- _ _ � � ) STABILJZED: ALL STORMWATER CONVEYANCES. 5TRUCNRES, P PUCTION IS COMPLETE AND DENUDED MG AND BASINS SHALL BE
\ — T~y-----� �— -� — ."�_� — — — — — -,_ — — —., — — — — — — — — — — — — — _1 7 — -- --- � — — -- - y ;—�- , ' _... ...... _ ^, ' CLEANED OF ALL SILT/DEBRIS WHICH MAY HAVE ACCUMULATED DURING CONSTRUCTION.
J— —' . . — . . ? --- - - ' ' ' THE CONTRACTOR
INFILTRATION
DESIGN GRADES OF ALL 5TORMWATER CONVEYANCES INCLUDING
�C PROPOSED NFILTTIATION SWALE - -F-�—�k0. ASS IL A WA - - )
---.._ ` .. 70 — -.._—... _ ......._._ 70--- ... -._.. _. ......... L N BASINS AND RESTORE TO DESIGN SPECIFICATIONS AS NECESSARY
— ------__.--------------_.----_.. -----—.�.._.�------ ..._
— �- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — , 12) UPON THE REMOVAL OF ACCUMULATED SEDIMENTS AND SITE STABILIZATION. ALL REMAINING
--- - EROSION CONTROLS MAY BE REMOVED FROM THE DEVELOPMENT. ALL DOWNSTREAM EROSION
— TO _ — - — -- ' r ! , CONTROLS SHALL REMAIN IN PUCE UNTIL THE COMPLETION OF ALL OTHER DEVELOPMENT
CONSTRUCTION ACTIVITIES.
_ _ LIMITS OF
- - - - - - - - - - - - - - - - - - - -g. DISTURBANCE SILT FENCE (TYPJ
LOT 62 LOT 63 _ ` - - - (TYP.) _ 1.578 LN.FL TOTALLOT I NwffEADgw .- - - - - - - - - - --kn'u�aw- _CUBOT _�' s�Le GRAPHIC SCALE
recTlav 6 -1 -"- Q� I 'rr - 5 ______---T----- _-_---__-- Ix/ �____---,' Lx LEG ,l5 I Lx/$ 20' 0 10, 20' 40'
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COMMISSION NO.
P11062
DESIGNED BY
TSA
DRAWN BY
TAS
CHECKED BY
MWS
ISSUE DATE
11-21-12
SHEET NO.
6
OF 12 SHEETS
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ACCESSIBLE" SIGN
SIGN: R7-8 OR R7-SA
2"X4"
RESERVED
GREEN - BORDER AND LEGEND
PARKING
WHITE - BACKGROUND
PLAN
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ENCLOSURE
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— 6" CONC. (3000 PSI) WITH
6"x6" W1.4xW1.4 W.W.F. OVER 4" ABC BASE
,
M 9'-8 1 2" 9'-8 1 2"
4'-10 1/4" O.0 4'-10 1/4" O.0
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= 4"x4" TREATED WOOD POSTS (TYP)—
SET IN CONC. PAD
PLAN
DUMPS= PAD
CONCRETE DUMPSTER PAD and ENCLOSURE
N.T.S.
18'-0" MAX.
18'-0" MAX.
18'-0"
MAX.
EQUAL SPACES
EQUAL
SPACES
EQUAL
SPACES
FOR "W" = 6'-0" OR LESS
18'-0" MAX. 18'-0" MAX. 18'-0" MAX.
EQUAL SPACES EQUAL SPACES EQUAL SPACES
3I0I E D D E D D E D D E D
D 1 2 1 D 1 1 1 D1 1 a
3104 E D D E D D E D D E D
FOR "W" = MORE THAN 6'-0"
E = EXPANSION JOINT
D = DUMMY JOINT
NOTES:
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.
JOINT PATTERN
TRAFFIC
RATED
3/61�1C` / SEALANT
- -- PREFORMED EXPANSION
JOINT MATERIAL
DUMMY JOINT EXPANSION JOINT
JOINT DETAIL
RADIUS CONC. TOP
WIDTH VARIES _ I
I— —VA SEE PLAN
\i\ �A
.\<
2500 PSI CONCRETE LANDSCAPED
' a4
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ADA RESERVED PARKING SIGN DETAIL
N.T.S.
A ti�I
A.A
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..
EXPANSION JOINT
EDGE OF ASPHALT
BJ
PLAN VIED
TOP OF CURB and WALKWAY 1
g 6 6
CURB TRANSITION DROP CURB CURB TRANSITION
SDCTION a -A TOP OF PAVEMENT
SIDEWALK
25 6 RAID WIDTH VARIES
12:1 F
ASPHALT
PAVEMENT T
3.000 PSII FIBERMESH CONCRETE
SECTION B-B
WHEELCHAIR RAMP
N.T.S.
4' THICK 3,000 PS
FIBExMESH CONCRETE �
I I ANSON JOINTS (TYP)
ASPHALT
L-SIDEWALK FLUSH WITH
ASPHALT
PLAN Ym
TOP OF WALKWAY
6 RAMP TOP OF
WALKWAY and ASPHALT
12:1
T"
^• ':: `' •.: • ••
NOTE L CROSS RAMP SHALL HAVE A TRUNCATED DOME
T
PATTERN MEETING THE CURRENT AMERICAN NTH
DISABILMES ACT ACCESSIBILITY GUIDELINES (ADAAG).
SX ION A A
DIE TRUNCATED PATfERN SHALL D(TEND DE
FULL WIDTH OF THHEMCROSS RAMP BY 2 FEET N
LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL
WHEELCHAIR RAMP
WALKWAY
N.T.S.
DRIVE REBAR FLUSH WITH
TOP OF WHEEL STOP
PRE -CAST 6'H x 9'W x 6'L
CONCRETE WHEEL STOP (TYP)
(INSTALL AT ALL PARKING SPACES)
LONG #4 REBAR ANCHOR ROD
END 10' INTO GROUND)
`COMPACTED SAND SUB -BASE
WHEEL STOP DETAIL
N.T.S.
I.D. STL (SOH 40)
TH CONCRETE
)NC. TOP
T PAVEMENT
CONCRETE
NOTE TYPICAL DETAIL FOR PROTECTION BOLLARDS
IN BOTH ASPHALT AND LANDSCAPED AREAS
BOLLARD DETAIL
N.T.S.
3 PIECES REINFORCED RUBBER
4' MULCH. DO NOT LEAVE SOIL
ON BURLAP. AFTER ROOT BALL
HAS BEEN SET, REMOVE TWINE
OR WIRE FROM ROOT BALL
SOIL BACKFILL
BALLS GREATER THAN V DIA
SHALL SIT ON MOUND OF UN-
DISTURBED SOIL TO PREVENT
SETTUNC
(3) NO. 12 GAUGE GALVANIZED WARE
POSITIONED AT 120 DEGREES
AROUND THE TREE
3-2x2x3' TREATED STAKE
HOLE DIAMETER FOR BALL SHALL BE
TWICE BALL DIAMETER
TREE PLANTING DETAIL
N.T.S.
B• CONCRETE (BROOM FINISH)
r- W.W.F. (TYP.)
SLOPE TO DRAIN
.. a 4e
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ea
x x.
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CONCRETE PAVEMENT SECTION
N.T.S.
W CRUSH AND RUN
6' GEOTEXTILE (NCDOT 'TYPE 27
THOROUGHLY COMPACTED SUBGRADE
AR - PROVIDE 4" THICK CONCRETE SLAB -ON -GRADE
REINFORCED WITH 6x6-WI.4xWI.4 W.W.F
- REINFORCING STEEL ASTM, A615, GRADE 60, WELDED WIRE FABRIC ASTM, A185. GRAVEL PAVEMENT SECTION
- 1-1/2" CLEAR CONCRETE COVER ON ALL N.T.S.
REINFORCING.
#4 AT 2'-0" a/c
48
WIDTH VARIES (SEE SITE PLAN) 112
4" 3,000 PSI CONCRETE
W.W.F. (TYP.) ;#4ONT.
SLOPE B' CRUSH 6 RUN Be- CONfXiETE (4,000 Pei)
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COMPACTED SUBGRADE o 00 o. o '> 'R.
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COMBINATION SECTION v``% \' THDROUGHLY COMPACTED SUBGRADE
N.T.S. HEAVY_ DUTY CONCRETE PAVEMENT SECTION
N.T.S.
V CONCRETE (3,000 PSI. BROOM FINISHED)
6x6 10/10 WIRE MESH
SLOPE TO DRAIN
4
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< 4
4 d e
b
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" THOROUGHLY COMPACTED SUBGRADE
CONCRETE SIDEWALK SECTION
N.T.S.
GENERAL CONTRACTOR MAY REPLACE FIBERMESH CONCRETE
WITH WIRE SCREEN OR WIRE SCREEN WITH FIBERMESH
CONCRETE AS APPROVED BY ENGINEER
e CRUSH AND RUN
SLOPE 70 DRAIN
6' ABC (NCDOT TYPE •A•)
6• GE07EXTILE (NCDOT 'TYPE 2')
THOROUGHLY COMPACTED SUBGRADE
HEAVY DUTY GRAVEL PAVEMENT SECTION
N.T.S.
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COMMISSION NO.
P14062
DESIGNED BY
MWS
DRAWN BY
TAS DLT
CHECKED BY
MWS
ISSUE DATE
11 21 12
SHEET NO.
7
OF 12 SHEETS

o�
BASIN/SWALE BOTTOM
TO BE COVERED WITH 4
SIDE SLOPES TO BE
INCHES OF CLEAN SAND
4.1 OR 3.1 AS
SWALE TO BE SEEDED
LABELED ON GRADING
IN ACCORDANCE WITH
AND DRAINAGE PLAN
GENERAL SEEDING
SPECIFICATIONS
INVERT VARIES
2"-6" ANGULAR
EROSION CONTROL STONE
41 x 3'W x 8'-f
5:1 MAX. SLOPE
N.T.S.
FILTER
(TYPAI
(SEE GRADING k
DRAINAGE PLAN)
*PLANS
VARY (SEE SECTION A -A
PLAN VIEW PLANS FOR CONTOUR
ELEVATION INFORMATION)
TYPICAL STORM PIPE OUTLET DETAIL
(APPLIES TO ALL PROPOSED STORM PIPE OUTLETS)
N.T.S.
T
BASIN
BOTTOM ELEVATION
SEDIMENT SHALL BE REMOVED
WHEN THE DEPTH REACHES:
7.1
7.W
2
8.4'
8.9,
3
8.0'
8.3'
4
7.1'
7.3'
PLASTIC GRADUATED GRADE STICK ATTACHED TO
PRESSURE TREATED POST WITH STAINLESS STEEL
THREADED FASTENERS - ELEVATIONS SHOWN ON
GRADE STICK SHALL BE BASED ON TRUE
ELEVATIONS FROM MEAN SEA LEVEL. LABEL
ELEVATIONS AT 1' INCREMENTS
ELEVATION VARIES (SEE TABLE)
CONCRETE
BASE
in
1' 6" ( TO BE PLACED
IN EACH BASIN
DEPTH BENCHMARK
N.T.S.
SECTION VIEW A —A
HORIZONTAL' 1"-10'
VERTICAL 1"-2'
(EXAGGERATED 5 TIMES)
SECTION VIEW B—B
HORIZONTAL' 1"-10'
VERTICAL: 1--V
(EXAGGERATED 5 TIMES)
oolry nnolklr
w�l
b
SECTION X—),
SECTION VIEW C—C HORIZONTAL'
VERTICAL' 1"-2'
(EXAGGERATED 5 TIMES)
SECTION VIEW D—D
HORIZONTAL- 1"-10'
VERTICAL' 1--Y
(EXAGGERATED 5 TIMES)
24" SQUARE GRATE
FRAME & GRATE:
4"x8"x16„ EAST JORDAN
SOLID BLOCK IRON WORKS
5250 CATCH BASIN
(TYPICAL) INLET GRATE & FRAME
STORM INLET DETAIL
NC DOT 840.15
CAP TRNCH WITH 8- TOPSOIL
OR STADARD PAVEMENT SECTION
#57
24"
8'
FOR STORM INLETS IN
LANDSCAPED AREAS.
USE CENTERUNE CATCH
BASIN INLET FRAME AND
GRATE DETAILED BELOW
FOR DROP INLETS
WITHIN PAVEMENT.
6" SUMP
CONCRETE BASE .: • '
SECTION Y—Y
HDPe CPP PIPE
I�As
(CORRUGATED
PERFORATEDPIPE TO BE UN�DI 6- MII•�--•
FILTER FABRIC SLEEVE
TO PREVENT INFILTRATION OF
SEDIMENTS INTO PIPE
HDPe CPP PIPE INS ALLATION DETAIL
NTS
BRICK COPING
PLAN
WITH COPING REMOVED
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COMMISSION NO.
P11062
DESIGNED BY
MWS
DRAWN BY
TAS DLT
CHECKED BY
MWS
ISSUE DATE
11 21 12
SHEET N08
OF 12 SHEETS

PERMANENT VEGETATION TEMPORARY VEGETATION
SEEDING DATES, APRIL 1 - SEPT 30 SEEDING DATES, OCT. t - MARCH 31
SEED MIXTURE APPLICATION RATES/ACRE SEED MIXTURE APPLICATION RATES/ACRE
BAHIA 50 LBS. RYE GRAIN 175 LBS.
COMMON BERMUDA 50 LBS.
(UNHULLED)
GERMAN MILLETT 15 LBS.
FESCUE 20 LBS.
FERTILIZER FERTILIZER
MULCH
26-13-13 B 500 LB/ACRE ���10�-DSO-10 E 1000 LB/ACRE
MULCH 1 L'.t
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH
ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES
SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
GENERAL,
-FERTILIZER RATES SHOWN ARE GENERAL RECOMMENDATIONS, FREQUENCY AND AMOUNT OF FERTILIZATION CAN BEST BE DETERMINE➢ 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 UNATTENDED, 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 SEEDLINGS SHOULD BE INSPECTED FREQUENTLY AND MAINTENANCE PERFORMED AS NEEDED. IF RILLS AND
GULLIES 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 RELINED, FERTILIZED, MULCHED, AND RESEEDED AS PROMPTLY AS POSSIBLE. REFERTILIZATION MAY BE NEEDED
TO MAINTAIN PRODUCTIVE STANDS. SEEDING SPECIFICATIONS
f• KMIIr I^ r11TCM rAMMInfn MN
Cu
FLOI
-'-- -- - CH
( 4" WIDE x 8" DEEP )
SILT FENCE DETAIL
N.T.S
TEMPORARY SEDIMENT POOL
NCDOT STANDARD #57 WIRE SCREEN
WASHED STONE _F 8"X8"X16" CMU
DEWATERING
° . ° . " A ..
1' MIN ° . L
2' MAX :.■
II-!�I,E=11�--III-1+ I� ,:.•'•.
I —I I-4.
th.t
..v
v
INLET PROTECTIONS SHALL BE CONSTRUCTED IN ACCORDANCE
WITH THE NC EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN
MANUAL, (LATEST EDITION) SECTION 6.52.
INLET PROTECTION SHALL BE PROVIDED AT ALL DROP INLETS, CURB INLETS
N YARD INLETS AND ANY OTHER STORMWATER COLLECTION INLET.
INLET PROTECTION
I
N.T.S
�O
f
$57 WASHED STONE
CULVERT INLET PROTECTION
N.T.S.
do = PIPE DIA PLAN
NOTES:
SEE APPROPRIATE OUTLET DETAIL FOR DIMENSIONS
- A filter blanket or fitter fabric should be
installed between the riprop and soil foundation.
3' MIN.
.. ., TRENCHING NEEDED IF A MINIMUM
OF 3'-0' IS NOT AVAILABLE AT THE
OF SLOPE OR IF OVERLAND
FLOW IS AN➢CIPATED FROM UPLAND
n r ,�y, C•'' . AREAS, SEE DETAILS
Yt` i y
CURLE% r �y.,.' F
EXCELSIOR
STABIUZA➢ON rl ��^ ,,, {' - W W •7�ZT /\
FABRIC r �y �`/✓�� 'f . W LL J yy\','�y� . \�, i� �vr r
r �
A r y✓ iy � /
AGT� rY'
.. r H y/. `n/ .? y !•v� .�' x PILE
FROM TRENCH
FOR END ROLL
OVERLAP, SEE
., r DETAIL
SIDE SEAM OVERLAP,
%`" •SL
ggg
j< . _ .+ • .
. J SEE DETAIL
PF
BLANKET TO EXTEND A
MINIMUM OF T-O'
BEYOND TOE OF SLOPE
FOR BOTTOM OF SLOPE
TERMINATION, SEE
DETAIL
SLOPE DETAIL
N.T.T.
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.
1 '1 1oil I'
CLASS A NCDOT
EROSION CONTROL STONE
1.5' DEEP
6'
RIP -RAP OUTLET DETAIL
N.T.S.
CLASS A NCDOT
EROSION CONTROL STONE
et
CURLEX® SLOPE
APPLICATION DETAIL
AMERICAN EXCELSIOR COMPANY
ARLINGTON, TEXAS
NOTES:
1. STAPLE PATTERNS ARE DEPENDENT ON SITE CONDITIONS.
SEE CURLEX® STAPLE PATTERN GUIDE FOR DETAILS.
EXCELSIOR FABRIC DETAIL
N.T.S
12' O.C. ALONG
OF BLANKET
END OF SLOPE
BOTTOM OF SLOPE
TERMINATION
Mm
STAPLE 1Y O.C. ALONG
BLANKET AT SLOPE
CHANGE
TRENCH APPROX.
aa-
SD71
SLOPE TRENCHING
METHOD "B"
N.TS
BLANKET OVERLAP
1 ROW OF STAPLES,
12' O.C.
2 ROWS OF STAPLES,
STAGGERED, 0' O.C.,
2 ROWS OF STAPLES,
- THROUGH
E75.
CLASS A OR B EROSION
CDkITO/N CT/NJC
12" OF NCDO
#57 WASHED
FILTER FABRIC
CHECK DAM DETAIL
N.T.S.
•"'Tt0
STONf
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COMMISSION NO.
P11062
DESIGNED BY
MWS
DRAWN BY
TAS DLT
CHECKED BY
MWS
ISSUE DATE
11 21 12
SHEET NO.
OF 12 SHEETS