SW8110206_APPROVED PLANS_20110228

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO
SW8 1102 ola
DOC TYPE
❑ CURRENT PERMIT
® APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2oi1o228
YYYYMMDD

ROYAL OAK ROAD
(SR IM5)
us
17 (B Vn . SITE
SMI7HAVE.
(SR 1357)
HWY 179
RED BUG ROAD
(SR 1136)
MAY BRIDGE ROAD
(SR 1134)
SITE DEVELOPMENT
SHALLOTTE,
NORTH
0
PROPOSED
ASPHALT
-PARKING LOT --
--
e
-_
US HWY17 ANES
_
/W%WOUND VARIES)
(ss MPH-R/W R'E)TIS vARO:s)
US HWY 17 NOMMUND LANDS
(55 MPH-R/W WIDTH VARIES)
OWNER:
RICKY JAMES BENTON
P.O. BOX 919
WHITE`rILLE, NORTH
[phone]
PLANS
CAROLINA
CAROLINA 28472
SHEET INDEX:
COVER SHEET
SURV-1 EXISTIi G CONDITIONS & TOPOGRAPHIC SURVEY
SP 1- SITE PLAN
SP2 - SITE PLAN DETAILS
SP3 - MAP OF EXISTING STRUCTURES WITHIN 50OFT
L 1- PLANTING PLAN
SW1- STORMWATER PLAN
SW2 - STORMWATER DETAILS
DA1- DRAINAGE AREA MAP
EC 1- EROSION CONTROL PLAN
EC2 - EROSION CONTROL DETAILS
DA2 - DRAINAGE AREA MAP FOR DIVERSION
East Coast Enft.pgi�n•�el,
ENGINEERS.p
4918 Main Street
Post Office Box 2469
Shallotte, North Carolina 28459
rg & Surveying, P.C.
ERS-SURVEYORS
Phone: [phone]
Fax: [phone]
Firm License Number C-3014
_1z
JA'v z 8 201 t
APPROVED
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
DIVISION QF WATER QUALITY
giva Ilcaoco k ��
c/j-'b/1I
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%,n�is'TtAH 1��,.•
VICINITY MAP
NOT TO SCALE
BLACK'S 11RE
ECES PROJECT NO. 1009

BLACK'S TIRE
2650 HIGHWAY 17 NORTH
SHALLOTTE, NC 28470
Site and Zoning Data:
CURRENT ZONING: HIGHWAY BUSINESS (HB)
USE: AUTOMOBILE SERVICE STATION
SITE AREA= 1.70 ACRES
MINIMUM LOT SIZE: 10,000 5F
PHYSICAL STREET ADDRESS: 2650 HWY 17 NORTH
TAX PARCEL NUMBER #1820007101 & 1820007102 (SEE NOTE #20)
BUILDING SETBACKS: FRONT YARD - 20 FT.
SIDE YARD - 10 Ff. MIN.
REAR YARD - 20 FT.
TOTAL INTERNAL LANDSCAPING SPACE REQUIRED (8.0"/") 3,229 SF
TOTAL INTERNAL LANDSCAPING SPACE PROVIDED (10.09/6) 4,021 SF
(SEE LANDSCAPING PLAN BY OTHERS)
PARKING INFORMATION
PROPOSED AUTOMOBILE SERVICE STATION
TOTAL PARKING SPACES REQUIRED
9 AUTOMOBILE REPAIR BAYS (5 SPACES EA.) = 45 SPACES w/2 HANDICAP
TOTAL PARKING SPACES PROVIDED
43 REGULAR PARKING SPACES
2 VAN -ACCESSIBLE HANDICAP SPACES
TOTAL SPACES - 45 SPACES (INCLUDING 2 VAN -ACCESSIBLE HANDICAP SPACES)
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NOTES:
1. THIS PLAN COMPLIES WITH THE TOWN OF SHALLOTTE
DEVELOPMENT STANDARDS.
N40 21' 05.62"E 31.05'
2. THIS PROJECT SHALL COMPLY WITH THE TOWN OF
SHALLOTTE'S STORMWATER MANAGEMENT ORDINANCE
AND MUST BE ISSUED A STORMWATER PERMIT FROM THE
TOWN OF SHALLOTTE.
3. ALL LIGHTING IS TO BE INTERNALLY LOCATED AND WILL
NOT EXCEED 40' IN HEIGHT.
4. THE PROPOSED BUILDING SHALL NOT EXCEED 40' IN HEIGHT.
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F�
5. THIS PROPERTY APPEARS TO BE LOCATED IN FLOOD ZONE
"X" (AREA OF MINIMAL FLOODING) PER FEMA FLOOD MAP
PANEL 3720109800J.
6. ALL INTERIOR PLANTINGS SHALL BE BLOCKED FOR
20'
PROTECTION.
7. ALL PROPOSED HVAC UNITS WILL BE SCREENED AND SHALL
5' MIN.
NOT ENCROACH MORE THAN 4' FEET INTO ANY YARD
SETBACK.
8. OWNER AND OWNER'S CONTRACTOR SHALL COORDINATE
WITH BEMC AND ATMC REGARDING THE RELOCATION OF
EXISTING AND PROPOSED UTILITIES AS REQUIRED.
PROPOSED 18"
9. THIS PROJECT SHALL COMPLY WITH THE TOWN OF
SHALLOTTE UDO, SECTION 17, WITH RESPECT TO
STANDARD CONCRETE
LANDSCAPING IN VEHICLE AREAS AND BUFFERING ALONG
CURB & GUTTER 9".)
THE STREET RIGHT-OF-WAY. A MIN. 3' (FOOT) CLEARANCE
ZONE SHALL BE PROVIDED AROUND ALL WATER METERS,
SEWER PUMP STATIONS, FIRE HYDRANTS, AND ALL OTHER
PUBLIC UTILITY APPARATUS. SEE LANDSCAPING PLAN
PREPARED BY OTHERS.
o rS�
¢ - -
10. A TREE SURVEY WAS REQUIRED AND ALL HERITAGE TREES
z
ARE ARE SHOWN ON THE EXISTING CONDITIONS &
F
TOPOGRAPHIC SURVEY & THE LANDSCAPING PLAN.
11. BASE INFORMATION TAKEN FROM A SURVEY BY EAST
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w
COAST ENGINEERING & SURVEYING, P.C. DATED 11-2-2010
TITLED "EXISTING CONDITIONS & TOPOGRAPHIC SURVEY
A
BLACK'S TIRE AUTO SERVICE DB 2666 PG 1159 & DB 2116 PG
0
1070".
12. ANY MINOR DEVIATION IN THIS PLAN SHALL REQUIRE
AI
APPROVAL OF THE ADMINISTRATOR AND ANY MAJOR
DEVIATION SHALL REQUIRE APPROVAL OF THE PROPER
a
5' MIN.
J. T. CLEMMONS
DEED BOOK 170. PAGE 528
11AP CABINET 34, PAGE 496
TAX PARCEL: 18200071
ZONED: SH-132
USE:COMMERCIAL
46
LANDSCAPING DATA TABLE
LANDSCAPED AREA
SQUARE FOOTAGE
Ll
459 SF
L2
451 SF
L3
112 SF
1A
346 SF
L5
334 SF
L6
328 SF
L7
551 SF
L8
641 SF
L9
314 SF
LIO
485 SF
TOTAL 4,021 SF
PROPOSED 2.5' x 5'
21.3 IISPACES 20 CONC. PAD
\_ (EMPLOYEES)
` 9.5' /
Ll TYP. ` 23.5'
TYP. L2
PROPOSED BUILDING
EXPANSION
4,331 SF
BEGINNING OF
PROPOSED6'TALL
SOLID BUFFER WALL
EXISTING
GRINDER PUMP
STATION
48'
BID
r,MEN
J. T. CLEMMONS
DEED BOOK 170. PAGE 528
TAX PARCEL: 18200071
ZONED:SH-B2
USE:RESIDENTIAL
34.9'
PROPOSED
-- _ _-STANDARD CONCRETE
CURB & GUTTER (TYP.)
9.5'
TYP
6' TALL SOLID BUFFER WALL SHALL
BE A MINIMUM 4' FROM THE
PROPERTY LINE WITH THE
PLANTINGS LOCATED ON THE
EXTERIOR OF THE WALL, FACING
THE ADJACENT PROPERTIES.
CORRAL
560 13' 39.17"E 47.87'
- 4' MIN.
PROPOSED 15' WIDE
BOUNDARY BUFFER
END OF PROPOSED 6' TALL
/- SOLID BUFFER WALL
WILFRED WILLIAMSON
DEED BOOK 2559, PAGE 813
NIAP CABINET 26, PAGE 274
TAX PARCEL: 18200074
ZONED:SH-B2
USE -RESIDENTIAL
Revisions
1-4-11 Revised Existine
Driveway Per NCDOT
Comments
1-10-11 Revised Per
Town of Shallotte Staff
Comments
1-24-11 Revised South
Driveway Per NCDOT
Comments
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ASPHALT PROPOSEDPROPOSE
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PARKING LOT
APPROVING BODY. w 18' 1 - 1" RADIO READ
13. BRUNSWICK COUNTY IS THE POTABLE WATER PROVIDER
o, I I IRRIGATION METER 20 x 20 UTILITY
AND THE TOWN OF SHALLOTTE IS THE SEWER DISPOSAL a EXISTING 1 - 1" DOUBLE BACK 50.5' �
PROVIDER. Od ASPHALT/CONCRETE EASEMENT
14. ALL PROPOSED SIGNS ON THE PROPERTY WILL REQUIRE A PARKING LOT ( I FLOW PREVENTBR (TO BE DEDICATED TO L7
SEPARATE PERMIT ISSUED BY THE TOWN OF SHALLOTTE. (TO BE INSTALLED BY 29'
15. THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF M TRANSITION FROM 18" OWNERS LANDSCAPER) BRUNSWICK COUNTY)
THE TOWN OF SHALLOTTE'S FIRE MARSHALL. �ry STANDARD CURB & GUTTER I I PROPOSED FIRE
16. THE PROPOSED BUILDING WELL REQUIRE A SEPARATE TO 30" NCDOT STANDARD 61 20' EXISTING _ APPROX. LOCATION HYDRANT
CERTIFICATE OF ZONING COMPLIANCE ISSUED BY THE r^ CURB & GUTTER I I SIGN OF EXISTING
o v WATER METER & RPZ
TOWN OF SHALLOTTE. a o
17. THIS PROJECT IS REQUIRED TO HAVE AN W FOOT w ^ 9.5' L8
LANDSCAPED STREET BUFFER ALONG THE ENTIRE STREET
FRONTAGE OF THE PROPERTY. 8' 8' Tom'
18. THE DUMPST'ER CORAL SHALL BE A MINIMUM OF SIX (61) I 23.5 5 SPACES
FEET IN HEIGHT AND A MINIMUM OF TWO (2') FEET TALLER VAN -ACCESSIBLE _H/C , : H/C „ THAN THE DUMPSTER. SITE TRIANGLE HANDICAP SIGN L10 " _ 2 _
19. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITIES 10' x 70' TIE TO i 2 REG. SPACES --- -- --
(HORIZONTAL & VERTICAL) PRIOR TO CONSTRUCTION.
EXISTING -
20. THE PROPERTY OWNER IS REQUIRED TO COMBINE THE TWO L9
(2) PARCELS INTO ONE (1) PARCEL. CURB WIDE LANDSCAPE STREET BUFFER -
40.60
21. OWNERS CONTRACTOR SHALL COORDINATE WITH THE -
- - S66° 25' 39"W - - S670 02' 1006"W 212.59' --
TOWN OF SHALLOTTE FOR THE RELOCATION OF THE SEWER 64- 0 ' 27.9 'W 1 7 - - ---
SERVICE LINE & FINAL RIM ELEVATION OF THE GRINDER - - __ - -__- = __ _ - __ - _ ___ _. _ __ -- -_ - - - 24'
{
STATION. PM & E ENGINEER SHALL VERIFY INVERT IN OF SITE TRIANGLE APPROX. 50 LF
THE EXISTING GRINDER PUMP STATION, TO ENSURE EXISTING DRIVEWAY 10` x 70' EXISTING CURB PROPOSED
SUFFICIENT GRADE FROM PROPOSED BUILDING SEWER. (TO REMAIN) APPROX. 240 LF (TO BE REMOVED) 24' ASPHALT
22. OWNERS CONTRACTOR SHALL COORDINATE WITH THE EXISTING CURB EXISTING DRIVEWAY /� PROPOSED DRIVEWAY
ENGINEER & BRUNSWICK COUNTY ENGINEERING DEPT. (TO BE REMOVED) y` (TO BE REMOVED) I- 24" x 6" MJ TAPPING SLEEVE 74' RAD.
PRIOR TO TAPPING EXISTING COUNTY WATERMAIN. ALL 170' TO NEAREST 1 - 6" MI TAPPING GATE VALVE &BOX
TAPPING & TESTING ACTIVITIES SHALL BE WITNESSED BY FIRE HYDRANT 18 LF 6" CL 52 DIP
THE ENGINEERS REPRESENTATIVE & BRUNSWICK COUNTY
REPRESENTATIVE. (FROM PROPERTY) - ! - 1 - FIRE HYDRANT
- - - -
EOP
�-EXISTING PAVEMENT (TO REMAIN)-�'
SAW -CUT
PROPOSED
EXISTING
30" STANDARD CONCRETE CURB & GUTER T
(SEE NCDOT STD. DETAIL 846.01 SHEETS 1-3) SAW -CUT PAVEMENT US HWY 17 SOUTHBOUND LANES PAVEMENT
END 30" NCDOT STANDARD PROPOSED EOP @ FACE OF EXISTING 25'f
CURB & GUTTER 30' RAD. EXTRUDED CURB (55 MPH-R/W WIDTH VARIES)
(SEE DIMINISHED CURB &
GUTTER SECTION DETAIL) -
EDP
- 320't
APPROX. 480' FROM PROPERTY
CL DRIVE TO CL DRIVE
TO RED BUG ROAD (SR 1136)
- - 1101t 338t
PROPERTY LINE TO NEAREST DRIVEWAY CL DRIVE TO PROPERTY LINE
EXISTING BUILDING
5,662 SF
OF EXISTING
SITE PLAN
- EDP US HWY 17 NORTHBOUND LANES -
(55 MPH-R/W WIDTH VARIES)
GRASSED
MEDIAN
RM ATPO t
LOCATION a, u
T `
z �x
PROPOSED SIGN 0� V 1
DO NOT ENTER a 1
(INTERNAL PARKING LOT TRAFFIC SIGN) W 0 O
PROPOSED TRAFFIC P OW I�-I T \ z
DIRECTIONAL ARROW
8' WIDE LANDSCAPE STREET BUFFER ��II
ARY O
PROP RTY O
620 54 45.06 21 .45' _ M
_ W a
END 18" STANDARD CURB & GUTTER @ N780 22' 37.31"W 27.51'
R/W ON BOTH SIDES OF DRIVEWAY M
(SEE DIMINISHED CURB &GUTTER APPROX. LOCATION OF W
SECTION DETAIL) EXISTING 24" WATERLINE
PROPOSED
50' RAD.
311' TO NEAREST N l 2011
FIRE HYDRANT
(FROM PROPERTY)
EOP - -- - Date: 12-15-10
Scale: AS SHOWN
APPROX. 800' FROM PROPERTY Drawn By: JTP
TO ROYAL OAK ROAD (SR 1345) -� Checked By: JCR/ACL
--
- - -EOP- -APPROVE
hl ,�
CL DRIVE TO NEAREST DRIVEWAY CAROLINA ENV RNMENTAL
MANAGEMEN, COMMISSION
125't .DIVISION OF WATU QUALITY
CL DRIVE TO PROPERTY LINE
THIS PLAN IS NOT ISSUED FOR
LEGEND
EDP
CONSTRUCTION WITHOUT AFFIXED
CORPORATE S�EAL I
SEAL
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I"It4Zg1IAN RJ��`�•
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® 2010116 drawie¢ shall not he rmoduced in whole or in Wert wilhoul
wrpooh" of Beat Caeet Etlgin m* & soft' P.C.
ECES PROJECT N0. 1009

1
GATE W/ DROP RODS
(GATE OPENING MUST HAVE
MIN. 10' FREE HORIZONTAL
CLEARANCE) /
0!
o
SOLDIER POSTS
TO PROTECT
REAR WALL OF
CORRAL
MIIy
TOP 01g).
4znzQ L
v „
V
DROP ROD
HOLE
W STANDARD
6' THICK REINFORCED J L.
&GUTTER
CONCRETE (4,000 PSI)
DUWSTER CORRAL DETAIL
NOTE: NOT TO SCALE
THE DIJMPSTER CORRAL SHALL BE A MINIMUM OF
SIX (6') FEET IN HEIGHT AND A NM41MUM OF TWO (T)
FEET TALLER THAN THE DUMPSTER.
•
9" x V-0" x 0.080 STD ALUM. SIGN TO READ "VAN
ACCESSIBLE". BOLT TO POST WITH 3/8' CADMIUM
PLATED NUTS, BOLTS AND WASHERS.
RESERVED
PARKING V-6" x 1'-0" x 0.080 STD. ALUM. HANDICAPPED
1rr ❑PARKING SIGN TO READ "RESERVED PARKING" WITH
(� IDENTIFICATION SYMBOL. BOLT TO POST W/ 3/8"
�L��6 CADMIUM PLATED NUTS, BOLTS AND WASHERS.
1 .0 0 1 17 9" x l'-0' x 0.080 STD ALUM. SIGN TO READ "MAXIMUM
PENALTY $250'. BOLT TO POST WITH 3/8' CADMIUM
COLORS PLATED NUTS, BOLTS AND WASHERS.
LEGEND AND BORDER- GREEN WHITE
SYMBOL ON BLUE BACKGROUND TREATED WOOD 4" X 4" POST
BACKGROUND- WHITE OR 3" GALVANIZED STEEL POST -��-
ENGINEER RATED AT 216 LBS/FT
1-1/2"R
9. (TYP.) g. 11/2"R =
(TYP.)
MAXIMUM VAN
PENAL 38 3,B-
$250 (TYP.) ACCESSIBL (TYP.)
i.. W I tT I► -I W
LEGEND AND BORDER- GREEN LEGEND AND BORDER- GREEN
BACKGROUND- WHITE BACKGROUND- WHITE
GRADE
WOOD OR METAL
FENCING
HANDICAP SIGN HEIGHT CONDITIONS
PEDESTRIAN PATH DOES NOT PASS UNDER
CONDITION 1
OR AROUND SIGN
CONDITION 2
PEDESTRIAN PATH GOES BY, UNDER, OR
AROUND SIGN
HANDICAP SIGN DETAIL
NOT TO SCALE
JOINT MATERIAL 4. THICKEN SIDEWALK TO 6' IN LAST V WHERE IT ABUTS PAVEMENT
UFANSION JOINT (E.J.) WITH NO CURB.
5. 1/2' EXPANSION JOINT (E.J.) REQUIRED AT 50' MAX. AT SIDEWALK
JUNCTIONS, AT STRUCTURES, AND AS NOTED ON SITE PLAN.
6. PROVIDE EXPANSION JOINT MATERIAL(MIN. 6" DEEP & 1/2" THICK)
BETWEEN WALK AND ADJACENT PARALLING CURB OR STRUCTURE.
7. REINFORCE W/6716-10/10 W.W.M.
SIDEWALK JOINT
NOT TO SCALE
N
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F P
0 0
0 0
m
3' MIN.
WAN
D
CONTRACTION JOINT (C.J.)
PLAN VIEW
y= 3" FOR PIPE LESS THAN 12" AND 6" FOR PIPE 12" AND LARGER.
SECTION VIEW SECTION VIEW
TYPICAL BEND BLOCKING TYPICAL TEE BLOCKING
NOT TO SCALE NOT TO SCALE
THRUST BLOCKING TABLE
Blocking Dimensions (ft.) Min. Blocking
Vol.
Type Fitting Pipe Size b h x C( F)
22 1/2 4" 1.0 0.6 0.5 1
6" 1.5 1.0 0.8 1
8" 2.0 1.1 1.0 1
12" 3.0 1.7 1.5 4
16" 4.0 2.2 2.0 8 1/3
45 4" 1.5 0.8 0.8 1
T 2.0 1.3 1.0 2
8" 3.0 1.5 1.5 3
12" 4.0 2.5 2.0 9 4/3
16" 5.0 3.5 2.5 20 3/4
90 & Tee 4" 2.0 1.0 1.0 1
6" 3.0 1.5 1.5 2
8" 4.0 2.0 2.0 7 1/4
12" 5.0 3.6 2.5 20 3/4
16" 6.0 5.4 3.0 43 12/3
GENERAL BLOCKING NOTES:
1. CONCRETE SHALL HAVE A MINIMUM 28-DAY STRENGTH OF 3,000 PSI.
2. BLOCKING DIMENSIONS AND VOLUMES PRESENTED IN THE "THRUST BLOCKING TABLE"
ARE BASED ON A SOIL BEARING CAPACITY OF 2,000 PSF. WHERE THE ACTUAL SOIL
BEARING CAPACITY DIFFERS FROM THIS VALUE, THE ENGINEER SHALL DETERMINE
REVISED DIMENSIONS AND VOLUMES FOR THE CONTRACTOR'S USE IN
CONSTRUCTING THE BLOCKING.
3. CONCRETE TESTING SHALL BE SUBJECT TO SECTION D OF THE SPECIFICATIONS, WITH
THE EXCEPTION THAT THE NUMBER OF CYLINDER TESTS SHALL BE BASED ON AN
AVERAGE OF APPROXIMATELY 1 PER 4 BLOCKS POURED. SHOULD ANY TEST FAIL,
ADDITIONAL TESTS MAYBE REQUIRED BY THE ENGINEER AT THE SOLE EXPENSE OF
THE CONTRACTOR.
4. CONCRETE SHALL BE FROM AN APPROVED READY -MIX PLANT UNLESS JOB -MIXED
CONCRETE IS SPECIALLY APPROVED BY THE ENGINEER ON -SITE.
5. THE BACK OF THE BLOCK (THRUST BEARING AREA) SHALL BE AGAINST UNDISTURBED
SOIL.
6. ALL FITTINGS AND ACCESSORIES SHALL BE WRAPPED WITH 10 MIL. POLYETHYLENE
PRIOR TO POURING BLOCKING. NO CONCRETE SHALL BE PLACED WHICH WILL
PREVENT THE DISASSEMBLING OF ADJACENT JOINTS. SHOULD CONCRETE COME INTO
CONTACT WITH ANY NUTS OR BOLTS, THE POURING OPERATION SHALL BE
IMMEDIATELY STOPPED, AND THE AFFECTED AREA BE THOROUGHLY CLEANED TO
ENSURE PROPER BOLT AND NUT OPERATION.
SF 9.513 ASPHALT
-2" BINDER
8" ABC COMPACTED STONE BASE
r (COMPACTED TO 100% MODIFIED PROCTOR)
I rCOMPACTED SUBGRADE (PER SPECS.)
NOTE:
FOR USE IN ALL NON-NCDOT RIGHT-OF-WAY AREAS
HEAVY TRUCK TRAFFIC AREA
PAVEMENT SECTION
NOT TO SCALE
VALVE BC
TAPPING
GATE VALVE
WATERLINE
SLEEVE
1' SCH. 40 PVC
PIPE FROM
IRRIGATION
METER
PROVIDE BARREL EXTENSION SECTION
AS REQUIRED FOR PROPER VERTICAL
ALIGNMENT
BURY LINE
COMPACTED BACKFILL
STONE (7 C.F. MIN.)-
WEEP HOLE TO
REMAIN OPEN-�
i-6" D.I.P.
3/4" THREADED GALVANIZED I r
STEEL TIE RODS WITH EYED
BOLTS (2 TOTAL)
FIRE HYDRANT DETAIL
NOT TO SCALE
V DOUBLE CHECK
VALVE BACKFLOW
PREVENTER
SHUT-OFF_
VALVE
PLASTIC JUMBO METER BOX
OR OTHER APPROVED
PLASTIC ENCLOSURE
FLOW
VALVE
;?U #57 WASHED STONE �Cj�
1" DOUBLE CHECK VALVE
BACKFLOW PREVENTER
NOT TO SCALE
1.6
BURY AS
SPECIFIED
ze
FINISHED
GRADE
SCH. 40 PVC PIPE TO
TIGATION SYSTEM
SF 9.513 ASPHALT
6" NCDOT APPROVED ABC COMPACTED STONE BASE
(COMPACTED TO 100% MODIFIED PROCTOR)
r COMPACTED SUBGRADE (PER SPECS.)
NOTE:
FOR USE WITHIN ALL NCDOT RIGHT-OF-WAY AREAS
NCDOT DRIVEWAY PAVEMENT SECTION
NOT TO SCALE
18" STANDARD CURB &
GUTTER & 30" STADARD
CURB & GUTTER
DIMINISHED CURB & GUTTER
CLASS
QIU g P4 `
NOT TO
,7
(8- FOR SPILL CURB)
4'MIN. NCDOT APPROVE
ABC STONE BASE
1" NCDOT STANDARD
..
NOT • SCALE I
Revisions
1-4-11 Added 30"
NCDOT Standard Curb
Detail Per NCDOT
Comments
1-24-11 Revised
NCDOT Driveway
Pavement Section
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NOTE:
1. CONTRACTOR SHALL COORDINATE
WITH ENGINEER CONCERNING THE
LOCATION OF REGULAR CURB & FBI04
'VlI
GUTTER VERSUS SPILL CURB & O !�/' O
GUTTER PRIOR TO CONSTRUCTION 2. CONTRACTOR SHALL REFER TO 44
NCDOT STD. DETAIL 846.01 SHEETS 1-3 r 1
hE"I+1
F-4 r1/'1 E-1
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F-�
,APPROVED
NOPTHI CAROLINA ENVIRONMENTAL �
MANAGEMENT COMMISSION
j� CLASS A DIVISION Of WATER QUALITY
I 'I�
CONCRETE\ I
12+ Date: 12-15-10
Scale: AS SHOWN
SEE Dm1+'B By: JTP
PAVEMENT Checked By: JCR/ACL
SECTION ✓41V '
I
6"�"
(8" FOR
SPILL CURB)
NOTE:
CONTRACTOR SHALL COORDINATE
WITH ENGINEER CONCERNING THE
THIS PLAN IS NOT ISSUED FOR
CONSTRUCTION WITHOUT AFFIXED
CORPORATE SEAL.
4" MIN. ABC STONE BASE7RUPPFP�
LOCATION REGULAR CURB &
GUTTER VERSUS SPILL CURB &
11p11 111 +
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18"
STANDARD CONCRETE
GUTTER PRIOR TO CONSTRUCTION
i
CURB & GUTTER
= SEAL 9`'54
NOT TO SCALE
= ' 350�//;'„
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LEGEND: CI-3 \\ �\ SD-3 - 18" HDPE \
_37_ / 'LENGTH = 12 LF
RIM ELEV = 38.75 SLOPE = 0.63%
CI-3 Eno" PROPOSED STORM DRAIN INV IN = 35.06 (FROM SDA) INV. IN - 32.50 INV IN = 35.06 (FROM SD-2) OUT - 32.43 ` /�/ //
'T_3 PROPOSED CURB INLET WV OUT = 32.50 TO SD-3 (18" HDPE) / 1
YARD INLET SD-1 - 15" HDPE � ,y6 - / / . �- \ \ �- .. ✓ / � YI-4
HDPE HIGH DENSITY POLYETHYLENE LENGTH = 178 LF _ _ RIM ELEV = 37.25
SLOPE = 2.64% / / / _ /� \ l / , \� INV IN = 32.43 (PROM SD-3)
-- - PROJECT BOUNDARY INV. IN = 39.75 // / �� INV OUT = 32.43 TO SD4 (18" HDPE)
INV. OUT = 35.06
STORMWATER BOUNDARY
RIP RAP SD-4 - 18" HDPE
LENGTH = 37 LF
SLOPE = 0.52%
/. INV. IN = 32.43
INV. OUT 3 .24
45 LENGTH =R 0 LF 44
q�
� -SLOPE = 0.00%
INV. IN = 38.95 E-SD5 - 15" RCP
INV. OUT = 38.95 LENGTH = 33 LF
i SLOPE = 3.56%
L 1 �`/ ✓ \\ �' SD-6 - 15" RCP INV. IN = 38.95
LENGTH = 90 LF Aq INV. OUT = 37.79
SLOPE = 3.71 %
INV. IN = 42.29 CB-1
INV. OUT = 38.95 \
` RTM ELEV = 42.00
INV IN = 38.95 (FROM)
A _
/ INV OUT = 38.95 (15" RCP)
NOTE:
/ / E-SD4 - 15" RCP
PROJECT BOUNDARY = 73,838 SF OR / LENGTH = 24 LF
j 1.70 AC ----SLOPE = 0.93R000
/
INV. IN = 445t
INV. OUT = +3.07
�E-SD3 - 15' ROP
LENGTH = 131 LF �45� RIMELEV= 44.16
SLOPE d0.31% � INV IN = 42.27 (FROM E-SD3)
O .
INV. OUT s 4227
f / INV. 42INV OUT = 42.29 (15" RCP)
/
NOTE:
CONTRACTOR SHALL COORDINATE
WITH ENGINEER FOR GUTTER TIE o5 E-CB2
AT EXISTING CATCH BASIN / RIM ELEV 44.7/4
/ INV IN = 42.63 FROM E-SD2)
INV OUT - 42.68 (15' RCP)
-45
E-SD2 - 15" RCP
LENGTH = 51 LF
SLOPE 0.51%
INV. IN = 42.89
INV. OUT - 42.63
11110
/ ROOF DRAIN
J� DOWN SPOUT
/ E-CB1
/ RIM ELEV = 44.94
/ INV OUT 4 42.89 (15'1 RC) \
W
E-SDI - 15" CMP W W W
LENGTH = CPP ATTACHED
43 LF
TO DOWN SPOUT
SLOPE 1.48X W W W W y y y
INV. IN 43.36 W W y y y W W
INV. OUT - 42.73
y •Y J. W W y "L W Y Y W Y W
Jr W W W •Y 4 Y J. L .Y
W W W L Y 4 4 .•
CPP BELOW GRADE
TIE TO PROPOSED STORMWATER
COLLECTION SYSTEM
ROOF DRAIN DETAIL
NOT TO SCALE
NOTE:
BULKHEAD DESIGNED AND
INSTALLED BY OTHERS
TREATED
IMPERVIOUS
AREA DATA TABLE
BUILDINGS
PARKING
SIDEWALKS
FUTURE
4,339
31,023
0
0
TOTAL
= 35,362 SF OR
0.8 AC
t,tata� tatatatatata-
NOTE:
ACCORDING TO THE ARMY CORPS OF
ENGINEERS, THERE ARE NO WETLANDS
OBSERVED WITHIN THE PROJECT AREA.
SPECIAL NOTE #1:
THE RECORDED DRAINAGE/ACCESS EASEMENT
WILL NO LONGER BE REQUIRED ONCE THE TWO
PARCELS ARE COMBINED INTO ONE AND ARE
PLACED IN THE NAME OF THE STORMWATER
PERMTTEE.
NOTE:
I. ALL ROOF DRAINS SHALL BE TIED INTO THE
STORMWATER COLLECTION SYSTEM
2. CONTRACTOR SHALL COORDINATE WITH
LANDSCAPER IN ORDER TO AVOID
CONFLICTS BETWEEN ROOF DRAINS &
BUILDING FOUNDATION PLANTS.
NOTE:
1. 10:1 SHELF TO BE VEGETATED WITH WETLAND SPECIES AND SHOULD INCORPORATE A MINIMUM OF THREE (3) DIVERSE SPECIES OF SHALLOW
WATER EMERGENT AND SHALLOW LAND HERBACECUS VEGETATION. (SEE WETLAND SPECIES TABLES BELOW).
2. THE PLANTS SHALL BE SPACED AT A DENSITY OF NO LESS THAN 50 PLANTS PER 200 SQUARE FEET OF SHELF AREA.
3. SHELF AREA = 3,124 SQUARE FEET
4. 50 PLANTS/200 SF OF SHELF = 782 PLANTS: 391 SHALLOW LAND PLANTS IN THE UPPER SHELF AREA AND 391 SHALLOW WATER PLANTS IN THE LOWER
SHELF AREA SHALL BE USED. THE UPPER AND LOWER SHELF AREA SHALL USE A MINIMUM OF THREE DIFFERENT SPECIES SELECTED FROM THE
TABLES BELOW TO ENSURE DIVERSE AND VIGOROUS GROWTH.
5. A WETLAND SEED MIX IS NOT ACCEPTABLE FOR THE SHELF.
6. CONTRACTOR SHALL PROVIDE BERMUDA SOD TO St ABILIZE THE 3:1 SIDE SLOPES ABOVE THE 10:1 VEGETATIVE SHELF.
PLANT SELECTION TABLE PLANT SELECTION TABLE
UPPER 5' OF VEGETATIVE SHELF LOWER 5' OF VEGETATIVE SHELF
NCDENR Smrmwater BMP Manual Chapter Revised 09-28-07
SHALLOW LAND Botanical Name
Common Name
Herbaceous Plants Asclepius incarnate
Swamp Milkweed
Carex slop.
Sedges
Gtelone glabra
White Turtlehead
Crinum amencanum
American Crnum lily
Cronin erubescens
Swamp lily
Dichromena latifolia
White Star Grass
Eupatorium coelestinum
Wild Ageratum
Eupatorium dubium
Dwarf Joe Pye Weed
Eupatorium fisodosum
Joe Pye Weed
Eupatorium maculahrm
Eupatorium purpureum
Helianthus angusfifolius
Swamp sunflower
Helianthus nerh allatus
Hibiscus acukams
Pinelands mallow
Hibiscus coccinea
Scarlet rose mallow
Hibiscus dasycalyx
Neches River mallow
Hibiscus gmndiilorus
Velvet mallow
Hibiscus rnoscheutus
Rose mallow
Hyrnenocallis eulae
Spider lily
Hymenocaltis linosme
Spring marsh spider lily
Hymenocallis pygmaea
Dwarf Spider Lily
Hymenocallis traula,
Traub's Spider Lily
Kosteletskya virginica
Seashore Mallow
Lobelia cardinalis
Cardinal Bower
Lobelia siphilitica, elongata,
and allies (Blue Lobelia)
Saccharum giganteum and allies (Plumegrasses)
Zephyranthes atamasco
Atamasco Lily
SHALLOW WATER Botanical Name
Common Name
Emergent Plants Alisma spp.
Water plantain
Acores spp.
Sweet Bag
Alopercarus Iromelln
Foxhdl
Canna lily
'Bengal Tiger" canna
Cladium jamaicense
Sawgrass
Cyperus aristatus
Flat sedge
Iris hexagona
Hexagonal iris
Iris nelsomi
Nelson's Iris
Ins prisnmtim
Slender Blue Iris
Iris nirginica
Blue Flag Iris
Iris r rsicolor
Blue Flag Iris
Ins (ulna
Copper Iris
funcus ejfusus
Softrush
Leptoddoa fasiculans
Salt -meadow grass
Ludingia spp.
Primrose willow
Oryza sativa
Rice
Peltandra mrgmica
Arrow Arum
Plantago major
Common Plantain
Pontederm cordata
Pickerelweed
Sagitmrm latifolm
Duck Potato
Sagittaria lancifolia
Bulltongue
Sagittaria longdoba
Arrowhead
Saumrus cenmuis
Lizard Tail
Schoenoplectus tabemaemontam
Scirpus arnericanus
Three -square bulrush
Zizaom aquatics
Wild rice
Zizaneopsis miliana
Water millet
FEB 2 4 2011
Revisions
2-22-11 ADDED
DRAINAGE
EASEMENT FOR
STORMWATER POND_
•�
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Date: 1-10-11
Scale: AS SHOWN
Drawn By: JCR
Checked By: ACL/JCR_
APPROVED
r ;'V,A1R
THIS PLAN IS NOT ISSUED FOR
CONSTRUCTION WTHOUT AFFIXED
CORPORATE SEAL. -
if
SEAL_
4 35054
s�rrrr�ds7•I AFI ,�J� ���
SWI
0 2010 This thawing shell not be reproduced in whole or in part without
written Mirfissian of 10 Coad Bngineering & Surveying , P.C.
S PROJECT N0. 1009

S28
0 20' 40'
STORMWATER POND
CROSS SECTION DETAIL
L=6-73'
0 20' 40'
PERMANENT POOL DIMENSION
DETAIL
TEMPORARY POOL
40 ELEVATION = 36.50 40
- - - - - - -
10:1 VEGE TIVE SHELF
38 SHWT - 35.00 38
36 36
34 0 - - -- PERMANENT POOL _ 34
ELEVATION = 35.50 BOTTOM GETATIVE SHELF
32 ELE�IITIO = 35.00
30 - - - - - -- - 30
28 -- _ - - -- - 28
26 - _ POND L.)TTOM /TOP SED
STORAGE ELEVATION = 2 .50
24 -- - 24
w M CN M r^ C 4 Cl M
_. L _.. ____- -__ - _. _.-._..--_
IM,M �+ao
POND CROSS SECTION A - A'
40 _- _40 PERMANENT POC
PPE = EL= 35:
3:1 OR FLATTER 35.50 TOP TETATIVE 1" SCH. 40 PVC ORIFICE
SLOPE ABOVE_ - 38 P.D.= PLUG 1
38 VEGETATIVE SHELF SHELF 2 - TEES WITHSEALEDPLuas
ELEVA rION = 36.00
36 4si - - -- 36
50 latl
34 - 34
FILL TO INVERT_
TIE - WITH CONCRETE
32 36.5
- - - 32
0-
SWHT 30
30 --
--35.00
.
SIDE SLOPE
28 T- 28
26 - - -- - -BOTTOM SEDIMENT STOIL CE
ELEVATION = 27.50
24 1 - - - - 24
-s a M C4 .0h
Rr .- ... N N
M M M M M
soft
POND CROSS SECTION B - B'
NOTES:
1. VIGOROUS STAND OF PERMANENT GRASS COVER SHALL
BE ESTABLISHED AS SOON AS POSSIBLE ALONG THE
BANKS OF DITCHES AND DISTURBED AREAS. WHERE
DITCH BANKS CANNOT BE ADEQUATELY STABILIZED WITH
VEGETATION, AN ARTIFICIAL LINER SUCH AS RIP -RAP
SHALL BE USED TO PROTECT BANKS.
2. WHERE SLOPE OF CHANNEL BOTTOM EXCEEDS 1.5%, RILL SLOPES BACK TO BLEND
EXCELSIOR MATTING OR OTHER EFFECTIVE CHANNEL LINING INTO EXISTING TERRAIN, TYP.
MATERIAL SHALL BE USED.
5�
"V DITCH" GRASS SWALE
NOT TO SCALE
RIM ELEV.
A
PIPE DIA
1
IS MCIKa: VItW
NOTES
SEE APPROPRIATE SCHEDULE FOR DIMENSIONS
1. La IS THE LENGTH OF THE APRON.
2. d =1.5 TIMES THE MAXIMUM STONE DIAMETER,
BUT NOT LESS THAN 6"
3. A FILTER BLANKET OR FILTER FABRIC SHOULD
BE INSTALLED BETWEEN THE RIP -RAP AND SOIL
FOUNDATION.
PLAN VIEW OUTLET PROTECTION
SECTION A -A
FES-1
FES-2
do=PIPE DIA 5o=24"
(Ea15-
La = APRON LENGTH La = 10'
La = 10,
W=APRON WIDTH Vr'=6'
W=V
d=APRON DEPTH d= 12"
d= 12"
Class=B
Class -B
OUTLET PROTECTION
(FLARED)
e
SEAL WATER -TIGHT BETWEEN
PRECAST CONCRETE PIPE AND CATCH BASIN
A G A
B
PLAN VIEW AS IMQU
= 37.00
TRASH GUARD
JN REBAR 4' O/C l
THROAT
MPORA"V POOL
b"
AS RE01ae®
AS
REQNRED
��OtnxEo HDPE INVERT 24"
EL = 33.00 HDPE FILL TO INVERT
WITH CONCRETE
COMPACTED SUBGRADE COMPACTED SUBGRADE
SECTION A -A SECTION B-B
STORMWATER POND OUTLET STRUCTURE
NOT TO SCALE
NOTES:
1. SEE TABLES FOR STORM DRAIN SIZES, INVERT ELEVATIONS, AND TOP OF
GRATE ELEVATIONS.
2. SEE PLANS FOR ORIENTATION OF STORM DRAINS RELATIVE TO POND OUTLET.
3. ALL PIPE OUTLETS AND INLETS MUST BE SEALED WATER -TIGHT BETWEEN PIPE
AND CATCH BASIN.
4. THE BASIN MAY BE DRAINED BY MEANS OF A GAS POWERED MUD HOG TYPE
PUMP.
VARIES
NOTES:
1. VIGOROUS STAND OF PERMANENT GRASS COVER SHALL
BE ESTABLISHED AS SOON AS POSSIBLE ALONG THE
BANKS OF DITCHES AND DISTURBED AREAS. WHERE
DITCH BANKS CANNOT BE ADEQUATELY STABILIZED WITH
VEGETATION, AN ARTIFICIAL LINER SUCH AS RIP -RAP
SHALL BE USED TO PROTECT BANKS.
2. WHERE SLOPE OF CHANNEL BOTTOM EXCEEDS 1.5%,
EXCELSIOR MATTING OR OTHER EFFECTIVE CHANNEL LINING
MATERIAL SHALL BE USED.
A
NOT TO SCALE
PULL SLOPES BACK TO BLEND
INTO EXISTING TERRAIN, TYP.
5'k
"EMERGENCY SPILLWAY"
GRASS SWALE
NOT TO SCALE
MANHOLE RING & COVER
US FOUNDARY 664KL
OR APPROVED EQUAL
PIPE -
3,000 PSI
CONCRETETO
INVERT OUT
OVERFLOW WEIR
)RIC
Revisions
OVERFLOW WEIR 3:1 SLOPE
ELEV. = 37.00 MIN 3:1
3, SLOPE
TP ELEV. = 36.50
.50
12
IV OF NCDOT
VEGETATIVE 10:1
CLASS B RIP RAP
SLOPE
SECTION A-A'PROFILE OF SPILLWAY TIE TO POND TIE TO POND
ELEV. = 37.50 ELEV. = 37.50
to,
MIN 5:1 MIN 5:1
SLOPE SLOPE
POND EMERGENCY SPILLWAY OVRFLowwE�
NOT TO SCALE ELEV. = 37.00
SECTION B-B' PROFILE OF SPILLWAY
SEE STORMWATER
?LAN SHEET SWl FOR
PIPE MATERIAL, SIZE,
ORIENTATION AND
INVERTS.
PLAN SHEET SWI FOR
PIPE MATERIAL, SIZE,
n-. ORIENTATION AND
• I !a T - \\ \\ INVERTS PIPE
VARIES
YARD INLET DETAIL
NOT TO SCALE
#57
COMPACTED STONE
FRAME, GRATE & HOOD
SHALL BE EAST JORDAN
IRON WORKS 7205 CATCH
BASIN CURB INLET OR
APPROVED EQUAL
-91g
3,D00 PSI
CONCRETET
INVERT OUT
CURB INLET DETAIL
NOT TO SCALE
SEE STORMWATER PLAN
SHEET SW I FOR RIM
ELEVATION
-PIPE
PIPE
SEE STORMWATER PLAN
SHEET SW I FOR RIM
ELEVATION
PRECAST CONCRETE BOX
NCDOT STD 840.46 (BOX)
NCDOT STD 840.16 (GRATE & FRAME)
PIPE
T�6� U CCU \_ #57
''P• COMPACTED STONE
CATCH BASIN DETAIL
NOT TO SCALE
V
a:
C
O
P
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W C m
W
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Date: 1-10-11
Scale: AS SHOWN
Drawn By: JCR
Checked By: JCR/ACL
JAIU t9P;
t
PLAN IS NOT
pp p�gq
FOR
PPROVE CONISTRUCTION WITHIOUT AFFIXED
6
t�$�POLIN ENVI`'ONMENTni CORPORATE SEAL.
NAG ENT „ ONIMISSION / 1
1SION OF "WATER QUALITY
'q SEAL 'r =
1111 t11t``
SW2
® 2010 This dtewing 0b
wtilhmpammioh ofileel
fe raplodmd ih whole or in pert wi0mot
EopeaiBg d: Saveyiog, P.C.
ECES PROJECT NO. 1009

OVERALL PROJECT AREA
DA-1 = 739838 SF OR I s70 AC
APPROVED
NORTH CAROLINA ENVRONMENTAL
,MANAGEMENT COMMISSION
DIVISION OF °HATER OUALITY
i mlfal�
Scale: AS SHOWN
Drawn By: JCR
Checked By:
1HIS PLAN IS NOT ISSUED FOR
CONSTRUCTION WITHOUT AFFIXED
CORPORATE SEAL.
SEAL _
Jq�2+q s �.• 3 i.
% DA 1
% &wwiox Shah ad be revo&ww in
writtmpamissioo ofBwcow b marmg&ft"ymg,P.C.
lYar��:r.>,iYw�, raoT.Li

Revisions
NOTE:
ACCORDING TO THE ARMY CORPS OF
ENGINEERS, THERE ARE NO WETLANDS
OBSERVED WITHIN THE PROJECT AREA.
TEMPORARY CHECK \\ \\
DAM
71 1
NOTE:
THE PROJECT IS NOT LOCATED
TEMPORARY SILTWITHIN 575 FEET OF HQW WATERS.
TEMPORARY
FENCE
0 20' 40'
,
DIVERSION
��7 \ \; ��
NOTE:
Li,�
j/ \
38-
6
`?6
PROPOSED STORMWATER POND SHALL
BE UTILIZED AS A TEMPORARY SEDIMENT
v
\ \
TRAP DURING CONSTRUCTION. SEE
vi
E;
40/ J
\ \
3\
\ MAINTENANCE PLAN ON SHEET EC2.
C
a o U
/
00
36.29
/ /
/ 2 `
�� \ \ PROPOSED
a
>- ° �
/
/
a
'
\
\ �\ \ STORMWATER POND
��1
m
W m °: c
00
TEMPORARY
00
SILT / /
43- J
��
~
cz
N
/
FENCE ��i/ /
TEMPORARY CHECK
N iL
LLJ
1' )tC39.61�
/
\� DAM
��
\
LIlvIIT OF
DISTURBANCE _
67,101 SF OR 1.54 AC
��
/ / /
� � �� /
\ BLOCK INLET ANDGRAVEL\
\
j� 1 \
\
\ g 3\ ` \
cep
' / / /
TYPICAL (SEE DETAIL)
\
\ \
C
•Q�
, cQw
W mN
4/ /
/ / /
\
STORMDRAINENERGY
\\\ r \ DISSIPATOR
w
Z
—
t
43
\ w� /
nn \
N
waOOz
voM
r
TEMP slur'0/ /
V)
h
�FE CE �'/��� /�
4-J
PROPOSED BUILDING
V�
LLI
ta
TEMP�RARY SILT
A
TEMPORARY
\
FENCE, 1 - \
✓
CONSTRUCTION
\39
ENTRANCE
(SEE DETAIL)
EXISTING BUILDING
I /
`-
_TEMPORARY CHECK
/
\\
/
/
�\ DAM
/
TEMPORARY
CHECK I \
DAM AN
'�
_� ,
/STORMDRAIN 11I14k Y
_ DI SIPA
0
x
-
J 000
O
L/
,i /
Y
TEM�RAR SEL�
FENCE
e
5
h
0io
„
'
i
RARY SILT
0100 / / FENCE
45
�.
�
�
1 •�
1
'
�
LEGEND
/
LIMIT OF
TEMPORARY CHECK DAM
Date:
I-lo-1 l
�45
DISTURBANCE _
- - - - - 11- - - - - X- TEMPORARY SILT FENCE
Scale:
AS SHOWN
67,101 SF OR 1.54 AC
Drawn
By:
JCR
ND
PROJECT BOUARY
= 73,838 SF OR 1.70 AC
��
'
��
LINUTS OF DISTURBANCE
Checked By:
JCR/ACL
45- � ��
— \ - ® BLOCK AND GRAVEL INLET PROTECTION
TEMPORARY CONSTRUCTION ENTRANCE
3 4C�YeCI
/
- - - - ae - CONTOURS A I �}�y �q1 �'
r'.$ a 1 G°
- - - �e16 � i s ENVIRONMENTAL
PROPOSED STORMDRAINS w�$���j�,P',nAflA�fi'Itipg
lY MISSION
THIS PLAN
IS NOT ISSUED FOR
�I
/ /
t / �
Y 9YIJ R UALIN
CONSTRCORPOUCTION TE SET AFFIXED
CORPORATE SEAL.
li
i
SEAL
JA)v
v'
GIN:
�rrl/r N1111t\\
EC1
® 20101ba &awing shall not be mpodlced in whole or in put without
ECES PROJECT N0. 1009
writimpoodmim ofSocoot ltneumgaSurveying, P.C.

EROSION CONTROL GENERAL NOTES
THE ATTACHED PLANS AND SPECIFICATIONS GIVE THE REQUIREMENTS FOR EROSION CONTROL MEASURES. GRAVEL CHECK DAMS WILL BE LOCATED AT
THE END OF EACH VEGETATED SWALE. SILT FENCE IS LOCATED AROUND THE PERIMETER OF THE SITE AS NOTED ON THE PLANS. A GRAVEL
CONSTRUCTION ENTRANCE WILL BE CONSTRUCTED AT LOCATIONS INDICATED ON THE PLANS. THE GRADING CONTRACTOR WILL PROVIDE THE MAINTENANCE
FOR THE EROSION CONTROL MEASURES.
1. ALL CONSTRUCTION ACTIVITIES SHALL BE PERFORMED IN COMPLIANCE WITH THE SEDIMENTATION POLLUTION CONTROL ACT OF 1973.
2. ALL LAND DISTURBING ACTIVITIES ARE TO BE PLANNED AND CONDUCTED TO LIMIT EXPOSURE TO THE SHORTEST FEASIBLE TIME.
3. ALL DISTURBED AREAS SHALL BE STABILIZED BY A PERMANENT GROUND COVER WITHIN 21 DAYS.
4. AS SOON AS ALL AREAS ARE PERMANENTLY STABILIZED, ALL PERMANENT MEASURES HAVE BEEN INSTALLED, AND FINAL APPROVAL IS RECEIVED
FROM THE LAND QUALITY SECTION, THE TEMPORARY MEASURES MAY BE REMOVED.
5. OVER THE LIFE OF THE PROJECT, THE OWNER SHALL MAKE PERIODIC INSPECTIONS TO EVALUATE THE SUCCESS IN CONTROLLING EROSION OF SOILS
TO OFF -SITE AREAS. IF AREAS ARE FOUND WHERE EROSION IS TAKING PLACE, THE OWNER SHALL TAKE THE NECESSARY MEASURES TO REMEDY THE
SITUATION.
CONSTRUCTION SEQUENCE
A
L
PIPE DIA.
TYPICAL C(
FLARED
SEC
ISOMETRIC VIEW
NOTES
SEE APPROPRIATE SCHEDULE FOR DIMENSIONS
1. La IS THE LENGTH OF THE APRON.
2. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER,
BUT NOT LESS THAN 6"
S. A FILTER BLANKET OR FILTER FABRIC SHOULD
BE INSTALLED BETWEEN THE RIP -RAP AND SOIL
FOUNDATION.
W
1.
CONTRACTOR TO NOTIFY N.C. LAND QUALITY SECTION, REGIONAL OFFICE IN WILMINGTON, [phone], PRIOR TO BEGINNING CONSTRUCTION.
' I d
1
2.
INSTALL CONSTRUCTION ENTRANCE, SILT FENCE, BLOCK AND GRAVEL INLET PROTECTION AND TEMPORARY CHECK DAMS AS SHOWN ON THE EROSION CONTROL PLAN.
PUN VIEW OUTLET PROTECT ION
SECTION A -A
-1
Fes-z
3.
LAY OUT BUILDING FOUNDATION.
do =24'
do =PIPE DIA do
dU=18'
La = APRON LENGTH La -10'
La = 10'
5.
ROUGH GRADE SITE, MAINTAINING POSITIVE DRAINAGE TOWARDS DRAINAGE OUTLETS.
=APRON WIDTH W=6
d= 12'.
W = 6'
d= 12"
d=APRON DEPTH
d
cla
claw.6
6.
CONSTRUCT STORMWATER DETENTION POND WITH OUTLET STRUCTURE.
ENERGY DISSIPATER
7.
INSTALL STORMWATER DRAINAGE SYSTEM INCLUDING ALL PIPES, CURB INLETS AND CATCH BASINS.
NOT TO SCALE
S.
INSTALL BLOCK AND GRAVEL INLET PROTECTION AROUND CURB INLETS, YARD INLETS AND CATCH BASINS.
9.
FINISH GRADE DRIVEWAY AND PARKING LOT.
10.
PREPARE SUBGRADE, PLACE BASE MATERIAL AND PAVE DRIVEWAY AND PARKING AREA.
11.IMMEDIATELY
AFTER FINAL GRADING OF ROADS ARE COMPLETED, ALL DISTURBED AREAS ARE TO BE SEEDED AND MULCHED AS NOTED IN THE SEEDING SCHEDULE.
12.
MAINTAIN ALL TEMPORARY MEASURES UNTIL PERMANENT AND UNIFORM VEGETATION IS ESTABLISHED, OR PERMANENT GROUND COVER IS PROVIDED.
MAINTENANCE PLAN
1. ALL EROSION CONTROL MEASURES WILL BE CHECKED FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL AND AT LEAST ONCE EVERY WEEK.
NEEDED REPAIRS WILL BE MADE IMMEDIATELY.
2. SEDIMENT WILL BE REMOVED FROM TEMPORARY INLET PROTECTION WHEN SEDIMENT PREVENTS ADEQUATE FLOW THROUGH THE DEVICE.
3. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES 0.5 FT. DEEP AT THE FACE OF THE FENCE. THE
SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER.
4. THE STORMWATER DETENTION POND SHALL BE CLEANED OUT TO DESIGN DEPTHS AFTER CONSTRUCTION AND ALL SEDIMENT REMOVED.
5. ALL SEEDED AREAS WILL BE FERTILIZED, RE -SEEDED AS NECESSARY, AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE
PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
6. GRAVEL CONSTRUCTION ENTRANCE TO BE CLEANED WHEN SEDIMENT ACCUMULATIONS ARE .1SIBLE OR SEDIMENT IS DEPOSITED ON THE
ASPHALT AND STONE WELL BE PERIODICALLY TOP DRESSED WITH 2 INCHES OF #4 STONE TO MAINTAIN 6 INCH DEPTH.
TEMPORARY SEEDING SCHEDULE
THE CONTRACTOR MAY USE METHODS AND SCHEDULES SHOWN BELOW! HOWEVER, IT IS RECOMMENDED
THAT THE CONTRACTOR CONSULT A SPECIALIST WITH ATTENTION GIVEN TO SITE SPECIFIC CONDITIONS.
WINTER AND EARLY SPRING
IYEL RATE (lit acre)
RYE (GRAIN) 120
ANNUAL LESPEDEZA 50
(KOBE IN PIEDMONT AND
COASTAL PLAIN
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,00 LB/ACRE GROUND AGRICULTURE LIMESTONE
AND 750 LB/ACRE 10-10-10 FERTILIZER
SUMMER
IYEL RATE (lb/acre)
GERMAN MILLET 40
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2.00 LB/ACRE GROUND AGRICULTURE LIMESTONE
AND 750 L®/ACRE 10-10-10 FERTILIZER
FAIT
IYRL RATE (lb/acre)
GERMAN MILLET 120
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,00 LB/ACRE GROUND AGRICULTURE LIMESTONE
AND 1000 LB/ACRE 10-10-10 FERTILIZER
MULCH WITH STRAW AT THE RATE OF 4000 LB/ACRE.
THE CONTRACTOR SHALL START A REGULAR MAINTENANCE SCHEDULE AS OUTLINED IN THE
MAINTENANCE PLAN.
PERMANENT SEEDING SCHEDULE
ALL DISTURBED AREAS SHALL BE STABILIZED WITH A PERMANENT VEGETATIVE COVER WITHIN 21 CALENDAR DAYS.
THE CONTRACTOR MAY USE METHODS AND SCHEDULES SHOWN BELOW: HOWEVER, IT IS RECOMMENDED THAT THE
CONTRACTOR CONSULT A SPECIALIST WITH ATTENTION GIVEN TO SITE SPECIFIC CONDITIONS.
A. CULTIVATE AREA TO A DEPTH OF 5".
B. APPLY AGRICULTURAL LIME AT THE RATE OF 4000 LBS. PER ACRE.
C. APPLY 10-20-20 COMMERCIAL FERTILIZER AT THE RATE OF 500 LBS PER ACRE.
D. SOW GRASS SEEDS AT THE FOLLOWING RATES:
KIND RATE PER ACRE
COMMON BERMUDA GRASS (UNHULLED) 20 LBS.
COMMON BERMUDA GRASS (HULLED) 12 LBS.
PENSACOLA BAHIA GRASS 50 LBS.
KOREAN LESPEDEZA 25 LBS
TALL FESCUE 30 LBS.
E. MULCH WITH STRAW AT THE RATE OF 3250 TO 4350 LBS PER ACRE.
AS THE PROJECT AREA IS BEING OPENED UP AND THE EROSION CONTROL MEASURES INSTALLED, THE CONTRACTOR
SHALL START A REGULAR MAINTENANCE SCHEDULE AS OUTLINED IN THE MAINTENANCE PLAN.
B. TAMP THE TRENCH FULL OF SOIL. SECURE
WITH ROW OF STAPLES, 10 INCH SPACING,
4 INCHES DOWN FROM TRENCH.
E.OVERALL
-
C. OVERLAP - BURY UPPER END OF LOWER
STRIP AS IN "A" AND "B'. OVERLAP END OF
OP STRIP 4 INCHES AND STAPLE
V'*
NCDOT CLASS B EROSION
CONTROLSTONE
8" TO 12" #57 STONE
ON UPSTREAM FACE
FILTER
La
FABRIC
#57 CLEAN WASHED
STONE
PLAN VIEW
12" MESH WIRE
PLACE CONCRETE BLOCKS TWO
COURSES HIGH AROUND INLET
L_PLACE ONE BLOCK OPEN ON EACH
SIDE OF INLET
SECTION VIEW
3RIC BLOCK & GRAVEL INLET PROTECTION
NOT TO SCALE
SECTION A -A
2;
24" MAX
AT CENTER
FABRIC
NOTE:
AT LEAST ONCE A MONTH AND AFTER EACH MAJOR STORM EVENT, THE CONTRACTOR IS TO INSPECT THE CHECK DAMS. ANY WASHOUTS
ARE TO BE CORRECTED AND WHEN SOIL ACCUMULATION REACHES ONE-HALF OF THE HEIGHT, THE COLLECTED MATERIALS ARE TO BE
REMOVED.
TEMPORARY CHECK DAM
NOT TO SCALE
A. BURY THE TOP END OF THE EXCELSIOR STRIPS
IN A TRENCH 4 INCHES OR MORE IN DEPTH.
PLACE STAPLES MAXIMUM V APART
THROUGHOUT EXCELSIOR MATTING
IN A DIAMOND PATTERN TO KEEP
MATTING FIRMLY IN CONTACT W/SOIL.
TYPICAL STAPLES
#6 GAUGE WIRE
0
TEMPORARY DIVERSIONS SHOULD BE SEEDED
AND MULCHED AS SOON AS THEY ARE
CONSTRUCTED TO PRESERVE DIKE HEIGHT AND
REDUCE MAINTENANCE.
TEMPORARY DIVERSION
NOT TO SCALE
PLAN VIEW
50' MIN.
DIVERSION TO DIRECT RUNOFF FROM RAN
SECTION VIEW
TEMPORARY GRAVELED
CONSTRUCTION ENTRANCE
NOT TO SCALE
10 GA.
WIRE F
0
U
MIN, 12-12 GA.
Or
INTERMEDIATE WIRES
d
W
Z a
g
a W
V. 10 GA.
iTTOM WIRE
LL
0
D-
UJ
w
F-
N
(N
W MIN. COMPACTED FILL OVER SKIRT'
4"
STEEL POST
WOVEN WIRE FENCING AS
REQUIRED
SILT FILTER FABRIC
ANCHOR FABRIC SKIRT W/ MIN. 4"
LONG WIRE STAPLES @012'O.C.
FRONT VIEW SIDE VIEW
NOTES:
1. INSTALL NEW SILT FENCES AS SHOWN ON DRAWING AND AT LOCATIONS NECESSARY TO CONTROL SILTATION OF ADJACENT AREAS.
2. STEEL POSTS SHALL BE 5' IN LENGTH AND BE OF THE SELF FASTENER ANGLE TYPE.
3. WOVEN WIRE FENCING, WHERE REQUIRED (SEE_ NOTE 06), SHALL CONFORM TO ASTM Al 16 FOR CLASS 3 GALVANIZING. FABRIC SHALL
BE A MINIMUM OF 32" WIDE AND HAVE A MINIMUM OF 6 LINE WIRES WITH 12' STAY SPACING. THE TOP AND BOTTOM WIRES SHALL BE
10 GAUGE AND INTERMEDIATE WIRES SHALL BE 12-12 GAUGE.
4. FILTER FABRIC SHALL BE OF NYLON, POLYESTER, PROPYLENE OR ETHYLENE YARN WITH A MINIMUM STRENGTH OF 30 LB.A.IN. IN. AND
)y r
A MINIMUM OF 85% FILTERING EFFICIENCY. FABRIC SHALL CONTAIN ULTRAVIOLET INHIBITORS AND STABILIZERS. r'�, �j f^y¢•��(p� (�''p/�g
5. IF FABRIC FILTER IS USED WITH A STRENGTH O: 50 U 3A_IN. IN. OR GREATER, AND THE POST SPACING (S) DOES NOT EXCEED.6',WOVEN /'Ai dNA ENVIRONMENTAL
AL
WIRE FENCING IS NOT REQUIRED. OTHERWISE, WOVEN WIRE FENCING IS RE(5UIRED, AND POST SPACING SHALL NOT EXCEED 6.
w
6. THE SLICING METHOD FOR INSTALLING THE FENCE IS ACCEPTABLE. q9 p�
7. AT LEAST ONCE A WEEK AND AFTER EACH MAJOR STORM EVENT, THE CONTRACTOR IS TO INSPECT THE SILT FENCES. ANY WASFTt�tI11S I"lo '�1 ,UI
TY
ARE TO BE CORRECTED AND WHEN SOIL ACCUMULATION REACHES ONE-HALF OF THE HEIGHT, THE COLLECTED MATERIALS ARE TO BE
REMOVED.
TEMPORARY SILT FENCE
NOT TO SCALE
Jq�
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Date: 1-10-11
Scale: AS SHOWN
Drawn By: JCR
Checked By: JCR/ACL
THIS PLAN IS NOT ISSUED FOR
CONSTRUCTION WITHOUT AFFIXED
CORPORATE SEAL.
.i1111I111/�. /l�
SEAL -
35054
/S'1°;ANtNO
EC2
® 20101bb &awing aM not be mpoduced is wb* a in put wWioul ECES PROJECT NO. 9
WLi pamisaion of Beat CoatsPaginarmg&SWVeyiog,P.C.