SW6191102_ORIGINAL SUBMITTAL McPhail Meadows-S-191105-1_12/6/2019

SITE DEVELOPMENT
for
MCP11A11L MEADOWS
GENERAL NOTES:
1. DEVELOPMENT SHALL COMPLY WITH HOKE COUNTY AND NCDOT STANDARDS
AND SPECIFICATIONS.
2. SIGNAGE, LANDSCAPING AND OTHER MONUMENTATION SHALL BE PERMITTED IN
CONFORMANCE WITH HOKE COUNTY ZONING ORDINANCE REQUIREMENTS.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING EXISTING UTILITIES
AND REPAIRING ANY DAMAGE TO SAME. UTILITY LOCATIONS AS SHOWN ON
PLANS ARE APPROXIMATE AND MAY NOT BE COMPLETE. THE CONTRACTOR
SHALL HAVE NORTH CAROLINA ONE CALL (1-800-632-4949) LOCATE ALL EXISTING
UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION.
4. PROVISIONS SHALL BE MADE TO ENSURE POSITIVE DRAINAGE ON THE SITE AT
ALL TIMES. NATURAL DRAINAGE FEATURES DISTURBED BY CONSTRUCTION MUST
BE RE-ESTABLISHED. NO PONDING DUE TO SPOILS STOCKPILING OR OTHER
ACTIVITIES SHALL BE PERMITTED.
5. WORK IN PUBLIC RIGHT-OF-WAYS OR PRIVATE EASEMENTS SHALL BE
ACCOMPLISHED BY THE CONTRACTOR ACCORDING TO THE REQUIREMENTS OR
CONDITIONS OF THE ENCROACHMENT PERMIT OR OTHER LEGAL DOCUMENTS AS
THOUGH DOCUMENTS WERE ISSUED IN THE CONTRACTOR NAME. THE
CONTRACTOR SHALL MAINTAIN COPIES OF THESE DOCUMENTS ON THE SITES AT
ALL TIMES.
6. WHEN THE CONTRACTOR IS UNABLE TO COMPLETE HIS WORK AS SHOWN ON
THE PLANS BECAUSE OF AN EXISTING UTILITY, CONTRACTOR SHALL STAKE THE
LOCATION OF THE UTILITY PRIOR TO PROCEEDING AND CONTACT THE
ENGINEER.
7. THE CONTRACTOR SHALL NOTIFYALL PUBLIC AGENCIES, THE OWNER, THE
ENGINEER AND ALL OTHER CONCERNED PARTIES WHEN CONSTRUCTION IS TO
COMMENCE. PRIOR TO ANY CONSTRUCTION A PRECONSTRUCTION MEETING
SHALL BE HELD WITH THE MUNICIPALITY/AUTHORITY, THE CONTRACTOR, THE
ENGINEER AND ANY OTHER INTERESTED PARTY.
8. DATA REQUIRED FOR PREPARATION OF RECORD DRAWINGS SHALL BE OBTAINED
BY THE CONTRACTOR AT THE TIME FOR INSTALLATION. THIS DATA SHALL BE
ACCUMULATED BY THE CONTRACTOR DURING THE CONSTRUCTION PERIOD AND
EVIDENCE PROVIDED TO THE ENGINEER AS PART OF THE MONTHLY PAY
REQUEST. PAY REQUESTS WILL NOT BE APPROVED BY THE ENGINEER IF DATA IS
NOT SUBMITTED WITH THE PAY REQUEST. CONTRACTOR IS TO PROVIDE NEAT
AND LEGIBLE COMPLETED RECORD DRAWINGS TO THE ENGINEER AT THE
COMPLETION OF THE PROJECT.
i
9. INSPECTIONS SHALL BE CONDUCTED IN ACCORDANCE WITH NCDOT STANDARDS.
A MINIMUM OF TWO WORKING DAYS NOTICE SHALL BE GIVEN FOR ANY
REQUESTED INSPECTION.
10. ALL EXCAVATED EXCESS OR WASTE SOILS AND MATERIAL SHALL BE REMOVED
FROM THE SITE BY CONTRACTOR EXCEPT AS SPECIFICALLY APPROVED IN
WRITING BY BOTH THE ENGINEER AND OWNER.
11. WHEN CONCRETE SIDEWALKS, CURB AND GUTTER SECTIONS OR ASPHALT
PAVEMENT ARE DAMAGED DUE TO CONSTRUCTION ACTIVITIES, THEY SHALL BE
REPLACED IN A TIMELY MANNER BY THE CONTRACTOR TO ASSURE THE
CONTINUED USE OF THESE FACILITIES BYALL CONCERNED.
12. ON SITE BOUNDARYAND TOPOGRAPHY INFORMATION TAKEN FROM SURVEY
FROM STROTHER LAND SURVEYING, DATED JULY, 2019.
i
i
13. CONTRACTOR IS TO COMPLY WITH ALL PROVISIONS OF THE MANUAL OF
UNIFORM TRAFFIC CONTROL DEVICES WHEN WORKING ADJACENT TO AN
EXISTING PUBLIC HIGHWAY RIGHT OF WAY.
14. THIS PROPERTY IS NOT LOCATED IN A SPECIAL FLOOD HAZARD ZONE. IT IS
LOCATED ZONE "X" DEFINED BYFEMA FIRM COMMUNITY- MAP NUMBER
3710946600J, EFFECTIVE DATE OCTOBER 17, 2006
15. THE CONTRACTOR WILL MAINTAIN ALL EXISTING ROADS IN A NEAT AND CLEAN
CONDITION THROUGHOUT THE COURSE OF THE PROJECT CONSTRUCTION.
OWNER IDEVELOPER
Southeastern Construction
of Rockfish, LLC
771 Bostic Road
Raeford, North Carolina
Hoke County, NC
\
of No.2 \
Lot No.3
I p ST (50
POSE
-' �- Lot No.1
-o \
\ O \
� O \
\
OVERALL PLAN
SURVEYOR
Strother Land Surveying
120 East Elwood Avenue
Raeford, North Carolina 28376
Phone: [phone]
email:[e-mail]
SCALE IN FEET
0 75 150 300
JI Itt 1 0L 1LUULt
SHEET TITLE
SHEET NO:
ORIGINAL DATE
LATEST REVISION DATE
COVER SHEET
1
1012912019
-
EXISTING CONDITIONS
2
1012912019
-
OVERALL SITE LAYOUT PLAN
3
1012912019
-
INITIAL EROSION & SEDIMENTATION CONTROL PLAN
4
1012912019
-
INTERMEDIATE ERO. & SED. CONTROL PLAN
5
1012912019
-
FINAL EROSION & SEDIMENTATION CONTROL PLAN
6
1012912019
-
SEDIMENT AND EROSION CONTROL NARRATIVE
7
1012912019
-
SEDIMENT AND EROSION CONTROL DETAILS
8
1012912019
-
SEDIMENT AND EROSION CONTROL DETAILS
9
1012912019
-
WATERMAIN PLAN AND PROFILE
10
1012912019
-
WATERMAIN PLAN AND PROFILE
11
1012912019
-
WATERMAIN DETAIL
12
1012912019
-
ROADWAY & STORM DRAINAGE PLAN AND PROFILE
13
1012912019
-
ROADWAY PLAN AND PROFILE
14
1012912019
-
ROADWAY PLAN AND PROFILE
15
1012912019
-
ROADWAY PLAN AND PROFILE
16
1012912019
-
SITE GRADING PLAN
17
1012912019
-
SITE DETAIL
18
1012912019
-
SITE DETAIL
19
1012912019
-
SITE DETAIL
20
1012912019
-
SWALE DRAINAGE MAP
21
1012912019
-
REVISION OCCURRENCE LIST
REVISION NO. DATE REVISION DESCRIPTION BY
THIS SET IS CURRENT THROUGH SHEET DATED: 1012912019
HIL#AtfAR�
ENGINEERING,
PL L
749 Walker Road, Sanford, NC 27332
s1111 sR° PO Box 249, Sanford, NC 27331
a�oF otie
E = Phone: [phone]
F 3 6 e-mail: �hilliard hilliarden ineerin .com
J g g
--;boo E. H NC License #: P-0836
---
11/5/19

GENERAL NOTES:
6.
ALL WASTE MATERIAL SHALL BE LEGALLY DISPOSED OF OFF -SITE.
1.
THE GENERAL CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL
7.
ALL CONSTRUCTION TO BE INACCORDANCE WITHALL, HOKE COUNTYAND
DIMENSIONS AT THE JOB SITE.
STATE REQUIREMENTS.
2.
CONTRACTOR SHALL CONTACT LELAND STROTHER OF STROTHER LAND
8.
DISTURBED AREAS NOT COVERED BY ASPHALT OR OTHER IMPERMEABLE
Southeaster
Consc trution -Tj
SURVEYING FOR ELEVATIONS AND BENCHMARK LOCATION.
SURFACES SHALL BE SEEDED AND STABILIZED PER SPECIFICATIONS.
3.
ALL DIMENSIONS AND ELEVATIONS ARE MEASURED TO BACK OF CURB UNLESS
9.
ALL TRAFFIC CONTROL DEVICES, PAVEMENT MARKINGS, SIGNS AND SIGNALS
fl
OTHERWISE NOTED.
SHALL BE DESIGNED, INSTALLED AND MAINTAINED IN CONFORMANCE WITH THE
STANDARDS SET FORTH IN THE NORTH CAROLINA MANUAL ON UNIFORM
0
4.
THE INTENT OF THE LIMITS OF CONSTRUCTION (LOC) SHOWN ON THE
TRAFFIC CONTROL DEVICES.
DRAWINGS IS TO DEFINE THE GENERAL AREA TO CONSTRUCT, INSTALL AND/OR
m
MODIFY THE SITE IMPROVEMENTS. TYPICALLY, THE LOC WILL FOLLOW
10.
THIS PLAN INDICATES THE MAJOR DEMOLITION COMPONENTS TO BE REMOVED
s
RIGHT-OF-WAY OR PROPERTY BOUNDARIES. HOWEVER, FOR CLARITY
AND/OR, RELOCATED. HOWEVER, THE CONTRACTOR SHALL DEMOLISH AND/OR
PURPOSES, THE LOC MAYBE SHOWN IN CERTAIN LOCATIONS FOR READABILITY
RELOCATED ALL MISCELLANEOUS COMPONENTS NOT SPECIFICALLY INDICATED
PURPOSES. THE CONTRACTOR SHALL CONTACT THE OWNER'S
ON THIS PLAN TO PROVIDE A CLEAN SITE FOR THE INSTALLATION OF THE NEW
`Y
REPRESENTATIVE REGARDING ANY QUESTIONS AS TO THE EXACT LOCATION OF
IMPROVEMENTS.
THE LOC PRIOR TO BID AND PRIOR TO BEGINNING CONSTRUCTION. ALL ITEMS
SHOWN ON THESE PLANS THAT DO NOT SPECIFICALLY STATE
11.
SURVEY, BASE MAPPING & TOPOGRAPHICAL DATA PROVIDED BY STROTHER
Vicinity Sketch - Not to scale
'NOT -IN -CONTRACT (NIC)' SHALL BE INCLUDED IN THE BID COST, INCLUDING
LAND SURVEYING - RAEFORD, NC -
ITEMS THAT MAY BE OUTSIDE THE LOC BOUNDARY.
[phone].
5.
LOCATIONS OF EXISTING UTILITY LINES HAVE BEEN TAKEN FROM UTILITY
RECORDS SUPPLEMENTED BY FIELD INSPECTIONS AND SHOULD INDICATE IN
GENERAL THE TYPE OF UNDERGROUND FACILITIES NOW IN SERVICE.
LOCATIONS SHOWN ARE NOT GUARANTEED. DEVELOPERS OR CONTRACTOR
SHALL NOT ONLY MAKE SUBSURFACE INVESTIGATIONS BUT SHALL ALSO ALLOW
FOR CONTINGENCIES WHICH MIGHT ARISE BY REASON OF ENCOUNTERING
UNRECORDED LINES OR LINES BEING IN DIFFERENT LOCATIONS THAN
INDICATED ON THIS PLAN. PRIOR TO ANY CONSTRUCTION ACTIVITY OR
EXCAVATION ON THE SITE, THE GENERAL CONTRACTOR SHALL NOTIFYALL
UTILITY COMPANIES TO VERIFYAND/OR FIELD -LOCATE THEIR RESPECTIVE
UTILITIES (THE NORTH CAROLINA ONE CALL CENTER: 1-800-632-4949). ALL
DAMAGED INCURRED TO EXISTING UTILITY LINES DURING CONSTRUCTION
SHALL BE REPAIREDAT THE GENERAL CONTRACTORS EXPENSE.
Lumbee River El ctric
\ D.B. 1000, Pg. 8
Terry Long \ V /�
D.B. 417, Pg. 901 \ \ s + Cs5.35
("Survey for Scottie S. Godwin and wife,
Sabrina L. Godwin \ I
Slide 274, Map 003)
combination Survey for Terry Long"
+ Re Y \
CAbinet 4, Slide 4-79, Map 005
1 I
1
Terry Long + GS\
D.B. 1121, Pg. 634
\ \
236 40
I 9
F I TD I + F� Southeastern Construction of Rockfish, LLC
Willia Malcolm McPhail Jr. Tract
\
D.B. 1 1, 715
\23 � \
3 cv 1
+ \� PIN:494650401020 \ l
\ J
EOFI I \
I
+- A \� / 2.07Acres \ /
\ \insuitable soils area I \
2 6.8
\ \
EOP TD� �=a A \Fs \ � 0
\\\ \ \ \ \ \ 235.81
GS
+
+ 236.70
� U
236.52
23 .39 2 6.83 ✓ \
E pi
2 \ 7.3 \
EoEx. E
HYDRAI T \ \ \
\ Paz\ \
e� V
23 32 \ \
EOP I TD\
NOTES:
1. SUBJECT TO ALL EASEMENTS, RIGHT-OF-WAYS, STREETS, AND ASSESSMENTS, IF ANY, AS THE SAME MAY
APPEAR OF RECORD IN THE OFFICE OF THE REGISTER OF DEEDS, CLERK OF COURT, TOWN OR COUNTY TAX
OFFICES OR WHICH MAY HAVE BEEN ACQUIRED BY PRESCRIPTIVE USE.
2. EXISTING TOPOGRAPHY TAKEN FROM HOKE COUNTY GIS.
3. ALL DISTANCES ARE HORIZONTAL GROUND.
4. AREA BY COORDINATE COMPUTATION.
5. SURVEY FROM INFORMATION FOUND IN DEEDS AND PLATS OF RECORD IN HOKE COUNTY REGISTRYAND
CORNERS LOCATED IN FIELD.
6. NO NC GRID MONUMENTS WITHIN 2000' OF THIS PROPERTY. NC GRID COORDINATES ESTABLISHED BY GPS
METHODS. HORIZONTAL COORDINATES NC GRID NAD83(2007) AND ELEVATIONS NAVD 88 DATUM.
7. DASHED OR BROKEN LINES ARE FROM DEED DESCRIPTIONS, PLATS OF RECORD OR PARTIAL SURVEYAND
NOT AN ACTUAL FIELD SURVEY.
Clarence Willis
D.B. 1021, Pg. 957
EXISTING
LEGEND
DESCRIPTION
EXISTING IRON ROD
RIGHT-OF-WAY
PROPERTY LINE
ROADWAY
1'CONTOURS
5' CONTOURS
DITCH
(13)
wire fenceas�wooden f nce
7
H ° CA Rod'''' ,
ESS�O%rj,9=
NEW 0 5 °
NGINE��°Q��
E.
'llllllll 111111 �`
- - 11 /5/19
242
250
GS \ \ /
+ 23218GS
\ \
\ PF
l
+ 235.33
GS
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_ y�2
�SE \
�1 z
l \
PIN.494650401038
"Recombination Survey for
David Paul Avina and wife,
Kimberly Ann Miller Avina"
3.00 Acres
P.C. 4. Sl. 4-84, Map 005
+ 234.30
GS
I \ ( I (59)
+ GS4.68
+ 234.84
GS
/ + GS \ l \
m
I l 61)
O
I
MerE ffX SOIL /t��sr
R (nail TRAV\ ��
1 Ek ase/ Bryansrone Lane \ \
;nea2sleeess Easert2nt
237.2I \PeOESTa<� N-454,229.45 US Survey Ft.
EOF -7
I E: 1,967,114.43 US Survey Ft.
I \ \ E1.=236.63' NAVD88
Nathaniel Groves
1.24 Acres David Paul Avina and wife,
I
D.B. 256, Pg. 447 Kimberly Ann Miller Avina
1.00 Acre
_-_
Robert D. Beatty - - _ _ I D.B. 636, Pg. 56
2.0 Acres PIN: 494650401038
I I I D.B. 316, Pg. 549
I- Bryanstone Lan
30' private access easement �
I County of Hoke
1 I
2.0 Acres
I D.B. 664, Pg. 443
IA.K. Leach, Jr.
I 2.47 Acres
a I D.B. 282, Pg. 247
I
� I _ � I
Y
>I V
�IV
�I
D
D
Anthony Glover
3.15 Acres
D.B. 729, Pg. 595
SURVEY NOTE:
1. BOUNDARY INFORMATION FROM A MAP PREPARED BY
STROTHER LAND SURVEYING.
2. TOPOGRAPHY TAKEN FROM HOKE COUNTY GIS. "NOTE. CONTOURS
SHOWN ON THESE PLANS ARE LIDAR AND
BE BASED UPON LIDAR
RVEY.
+ 233.48lb
.a�32)
\ \ + GS
\ V
\� (63)
J �
\ I
I I
I
O
wooden fence
I I I
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oods Edge Phase Twol" I
I(73)C b. 3, Slide 3-18, Map Nos. 6 & 7 I
(71)
I I (70) I
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I I I
I I I
OWNER:
WILLIAM MALCOLM McPHAIL, JR
22.48 ACRES
McLAUCHLIN TOWNSHIP
HOKE COUNTY, NORTH CAROLINA
DEED INFORMATION:
DEED BOOK 382, PG 373
TRACT D-3
"DIVISION OF J.F.McPHAIL ESTATE"
SLIDE 114,M.B. 5, PG 56
Know what's below
Call before you dig.
® Dial811
Or Call 800- 632-4949
0
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SCALE IN FEET
0' 30 60
GYM.: REVISION DESCRIPTION:
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120
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DESIGNED BY. JEH
DATE:
DRAWN BY. JLF
APPROVED BY. JEH
SHEET:
2
CIVIL

SOUTHEASTERN CONSTRUCTION
OF ROCKFISH, LLC
771 BOSTIC ROAD
RAEFORD, NORTH CAROLINA
SOUTHEASTERN CONSTUCTION OF
ROCKFISH, LLC
D.B. 1221, PG 0715-0716
TRACT D-3
"DIVISION OF J.F.McPHAIL ESTATE"
SLIDE 114, M.B. 5, PG 56
PIN NUMBER:
PIN #: 494650401020
Vicinity Sketch - Not to scale
TOTAL PROPERTYAREA
18.91 ACRES
PROPERTY ZONED:
ZONED RA-20
PROJECT PERCENT OF
IMPERVIOUS AREA:
PROJECT PERCENT
IMPERVIOUS = 22.95%
STREAM CLASSIFICATION:
NAME OF STREAM CLASSIFICATION BASIN
PUPPY CREEK C CAPE FEAR
SOILS INFORMATION:
SOILS LOCATED ON PROJECT AREA BaD, Ra & WaB
UTILITY NOTE:
1. WATER DATA FROM HOKE COUNTY PUBLIC UTILITIES AND FIRE FLOW
REPORT PROVIDED FROM LKC ENGINEERING
2. SEWER SERVICE WILL BE VIA SEPTIC.
Lumbee River El
D.B. 1000, Pg. 8
SURVEY NOTE:
1. BOUNDARY INFORMATION FROM A MAP PREPARED BY
STROTHER LAND SURVEYING.
.1. TOPOGRAPHY TAKEN FROM HOKE COUNTY GIS. "NOTE. CONTOURS
;HOWN ON THESE PLANS ARE LIDAR AND FINAL PLANS WILL
YEBASED UPON LIDAR AND TOPOGRAPHIC SURVEY.
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
DELTA ANGLE
C1
150.00'
103.80'
101.74'
N 53°11'41" E
39°38'48"
C2
150.00'
103.65'
101.60'
N 53°10'01" E
39°35'27"
C3
230.00'
178.49'
174.04'
N 84°48'22" W
44°27'49"
NOTES:
1. SUBJECT TO ALL EASEMENTS, RIGHT-OF-WAYS, STREETS, AND ASSESSMENTS, IF ANY, AS THE SAME MAY
APPEAR OF RECORD IN THE OFFICE OF THE REGISTER OF DEEDS, CLERK OF COURT, TOWN OR COUNTY TAX
OFFICES OR WHICH MAY HAVE BEEN ACQUIRED BY PRESCRIPTIVE USE.
2. EXISTING TOPOGRAPHY TAKEN FROM LIDAR DATA FROM NC EMERGENCY MANAGEMENT SPATIAL DATA.
3. ALL DISTANCES ARE HORIZONTAL GROUND.
4. AREA BY COORDINATE COMPUTATION.
5. SURVEY FROM INFORMATION FOUND IN DEEDS AND PLATS OF RECORD IN HOKE COUNTY REGISTRYAND
CORNERS LOCATED IN FIELD.
6. NO NC GRID MONUMENTS WITHIN 2000' OF THIS PROPERTY. NC GRID COORDINATES ESTABLISHED BY GPS
METHODS. HORIZONTAL COORDINATES NC GRID NAD83(2007) AND ELEVATIONS NAVD 88 DATUM.
7. WATER BY HOKE COUNTY; SEWER BY SEPTIC SYSTEMS.
8. DASHED OR BROKEN LINES ARE FROM DEED DESCRIPTIONS, PLATS OF RECORD OR PARTIAL SURVEYAND
NOTANACTUAL FIELD SURVEY.
25' Clarence Willis
REAR
SETBACK D.B. 1021, Pg. 957
(TYP.)
20' DRAINAGE
10
30' i LOT 125'
10,
10,
50'
O 1 a30' 125'
\ 30' CORNER
FRONT - 30'
REAR - 25'
CORNER/SIDE - 30'
SIDE - 10'
15' UTILITY EASEMENT
WHERE APPLICABLE
BUILDING SETBACKS/
UTILITY EASEMENTS
N.T.S.
"Lochaven Estates
P.C. 3, Slide 3-59, Pg. 004 \ (14) l
(13)
wire fence ESMT �esagla wooden fence
-----------------------------------�--_-_- -_ ----^---1
--------------------
--T---- ----- ---
-
11 11
--- ------------------- ----------------------------------------------------- ---------
-- --- ------------- Jr ------------ --------------------------------------
--
-- -- ---- ---------------------------------------------------------------------------------------- ------------\ ------ ----- - ---------------- --------
� I ,
--------------------- ----------------------------------------------------- �----------------------------
Terry Long
D.B. 417, Pg. 901
PROPOSED
I� I� i i i i �� � i i i i PROPOSED
CONVEYANCE CONVEYANCE
SWALE TYP. 15' DRAINAGE
"SUl Ve for Scottie S. GOCiWIn and Wlfe, I ( ) �'' ' I�' �'�I SWALE (TYP.)
\ ESMT. I � , I \
Sabrina L. Godwin" ���
Slide 274, Map 003)
�I \ Lot 22
��'�, �� /y
20' DRAINAGE �� A
i \ \ LOt 23-
ESMT. V A Vi\ 15 D SWAGE
'1 �' 11 \ \ �� R40'ESMT
Lot 30 \ PROPOSED V Lot 29 Lot 28 Lot 27 Lot 26 % ; V�� BOC ; A
s ' (R50'
PROPOSED / ROW
25
CONVEYANCE
SWALE (TYP.) / WATERMAIN \
3+i - -- -- -- -- -- -- ---
„ I , I I / 26' EOP JI I
"Recombination Survey for Terry Long ,, ,, � � '
_ _ _ ��, �� Lot 21
+ I' I` � w w w w w w w w w w w Iw w w
I / � 1 I
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Map I 9 M �
e4 7
Slide � I,
CA bine P
Lo w I , t3 / 1 /
I,
50' N 72 57 44 E 466.59 � � \ �
Proposed Street w 25' I
I / G2 ROW
I ♦ 1 OFFSET
Long
: � I
r L I e , T , c
rY
9
I I 3
Lo ,
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o I 43
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.1 1 21 P .6,
.BI
9,
\ 20' DRAINAGE I I
I
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/ /
I
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ESMT.
I I
I
I
j CONCRETE
I.
+ 30' SIDEWALK
236 \ r-------- ----- -------------- 'I' �i' - FRONT \' / / \ 'i (60)
- /::::::: r Lot 20
\ \ SETBACK \If
_ Southeastern Construction of Rockfish, LLC/�► „ \ / 6::.::.:::.... \ ,I
i ��11 / (TYP.) A 30' al?:r:. R30' i ...::::' 1 I
William Malcolm McPhail, Jr. Tract Lot 9 Lot 10 LOt 12`
Lot 11
D.B. 1221, Pg. 715 / CORNER BOC''':.:'''':'' \If
I
p'..1 15' DRAINAGE
+PROPOSED PIN: 494650401020 ^�....::.:.:.:::: Lot 8
v I 30 1 i �'> \ ESMT.
a .
2 8 I I i i i �1—
CONVEYANCE ♦ o.�Y.i:'.:::? :? �..
I
4
I 1
236. O i� i 10' ii ii I
CORNER i i'i SWALE (TYP.) � � � � � � i i
LOT SETBACK" / \ SIDE Lot 13
f/-2.07Acres
SETBACK Lot 19 \
I
unsuitable soils area \ (TYP.) REAR BOC
II '* / A \ SETBAKC A
�+ Lot 1 PROPOSED
1 /
23 I i i
I I i
I I 20' DRAINAGE 30'
I �
2 6.8 � � � I i i i i � � \ \ CONVEYANCE ii ii ii
ESMT. FRONT I ,
SWALE (TYP.) ii � ����� � \ \ \ \ \ I
Lot7----------------_-_----------_-_-------------------------- _-_--------------------- --� �- -►� e —
30' FRONT w V---------------------------------------------------------------------- " \ \ \ \
+ SETBACK --------------- ----------- --------------------------- ------------------------
/ 30' \ \ \
Rz5' - - - - -�� � � - - - ' � II �.R��'�.::�:�:�.�:'� \ Lot 18
w w w 5: '..:.'.'.' \ \ \
w w - w w w w� 25' �.� ..:.:. PROPOSED
\ �:......... r \
REAR ' / A` ' �.:::.:...:..: ♦ \ \ \CONVEYANCE
a N 73°01'06" E 384.59' Dr ' Cfr �� G1 . SETBACK R50' .::....i.. / \ a�W4LE (TYP.) Q )
oposed Street \ \ \ ROW \ \ If
a a
i / (TYP.) \ W
\
\ \ R40' \.. \ \ \
Lo
t \ t17
/ a
M
�BOCr 0
\
I
I
I
R25' � �� ' ��
Lo
t -�• 6 1038 � \ P/N. 4 9465040 � /
I
\ I
I
I
I \ \ \ \ Lot 14 \\\\ \ ;'
46 I � ��
23 .39
Lot 5 \ \ \ \ "Recombination Survey for 20' DRAINAGE \ \ \ \ \ "
\ Lot 2 Lot 3 \ \ Lot 4 \
David PaulAvina and wife, ESMT.
1 I \ \ I \ Kimberly Ann Miller Avina"
FSE=+M o\ \ \ \ "
3.00 Acres OFT Lot 16 ( ' � ' � � \ \ V A � � 63)
\ P.C. 4. Sl. 4-84, Map 005
2\ x A V A
2 7.3 Ex. PI RE V A \ \� � 15' DRAINAGE \ \ V A
HYDRANT \ \ Lot 15 ESMT. \ \ V A
11 11
�
23 32 V"�
30' CORNER
LOT SETBACK \ \ � `� \ 20' DRAINAGE \ \ V A if ; f
x ESMT.
�------- (69)
--------------------- --------------------
McT�R � EX. SOIL (a�X�J
R � TRAV LE W y
di sr
fence
rn�,t
map nad ae b Ad'/� d'/�
+ t use Bryansrone Lane
265 Ek TELL\ �ee-�nea2sleeess Easert>er,r) —
237.21 \EDEST�
1 \ \ \ \ Nathaniel Groves
1.24 Acres David Paul Avina and wife,
I
D.B. 256, Pg. 447 Kimberly Ann Miller Avina
1.00 Acre
Robert D. Beatty — — — _ I D.B. 636, Pg. 56
2.0 Acres PIN: 494650401038
I 1 I D.B. 316, Pg. 549
— � Bryanstone I Lane � — — _ 30' private access easement
ICounty of Hoke
1
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2.0 Acres
D.B. 664, Pg. 443
A.K. Leach, Jr.
2.47 Acres
D.B. 282, Pg. 247
Anthony Glover
3.15 Acres
D.B. 729, Pg. 595
(76)
I I
nods Edge Phase Two
C b. 3, Slide 3-18, Map os. 6 & 7
(72) (71)
I I (70)
I I
Know what's below
Call before you dig.
® Dial811
Or Call 800- 632-4949
YM.:
1
00
5
y
6
(59)
O
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SCALE IN FEET
0' 30 60
REVISION DESCRIPTION:
(54)
120
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DESIGNED BY. JEH
DATE:
DRAWN BY. JLF
APPROVED BY. JEH
SHEET:
3
CIVIL

Vicinity Sketch - Not to scale
GROUND STABILIZATION REQUIREMENTS
CONTRACTOR SHALL BE REQUIRED TO ESTABLISH GROUND STABILIZATION
I.A. WITH NCGO1 AS PER FOLLOWING CHART.
AITE AREA
STABILIZATION
STABILIZATION TIME
APPLICABLE
DESCIPTION
TIME FRAME
FRAME EXCEPTIONS
THIS PROJECT
PERIMETER DIKES,
7 DAYS
NONE
SWALES, DITCHES AND
YES
SLOPES
HIGH QUALITY WATER
7 DAYS
NONE
(HQW) ZONES
NO
FLATTER THAN 4:1
SLOPES STEEPER
7 DAYS
IF SLOPES ARE 10' OR LESS
THAN 3:1
IN LENGTH AND ARE NOT
YES
STEEPER THAN 2:1 14 DAYS
ARE ALLOWED
SLOPES 3:1 OR
14 DAYS
7 DAYS FOR SLOPES GREATER
YES
FLATTER
THAN 50 FEET IN LENGTH
ALL OTHER AREAS
14 DAYS
NONE
WITH SLOPES
(EXCEPT FOR PERIMETER
NO
FLATTER THAN 4:1
AND HQW ZONES)
TYPICAL GROUND COVER STABILIZATION TYPES - GRASS
AND OR SOD, WHEAT STRAW, MULCH, BIODEGRADABLE
STRAW MATTING, SYNTHETIC MATTING, ETC.
1
CONSTRUCT SILT
FENCE OUTLET PRIOR
1 TO CONSTRUCTION
OF SEDIMENT TRAP
GENERAL NOTES:
PURSUANT TO G.S. 133-A57(2), THE ANGLE FOR GRADED SLOPES AND FILLS
SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE RETAINED BY
VEGETATIVE COVER OR OTHER ADEQUATE EROSION -CONTROL DEVICES OR
STRUCTURES.
IN ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 7 OR 14 CALENDAR
DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR
OTHERWISE PROVIDED WITH TEMPORARY GROUND COVER, DEVICES, OR
STRUCTURES SUFFICIENT TO RESTRAIN EROSION. PERMANENT
GROUNDCOVER WILL BE PROVIDED FOR ALL DISTURBED AREAS WITHIN 15
WORKING DAYS OR NO MORE THAN 90 CALENDER DAYS (WHICHEVER IS
SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION.
PURSUANT TO G.S. 113A-57(3), PROVISIONS FOR PERMANENT
GROUNDCOVER SUFFICIENT TO RESTRAIN EROSION MUST BE
ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN 14 CALENDAR DAYS OR
60 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF
CONSTRUCTION OR DEVELOPMENT.
ANY BORROW MATERIAL BROUGHT ONTO THIS SITE MUST BE FROM A
ILEGALLY PERMITTED MINE SITE OR OTHER APPROVED SOURCE. A
SINGLE -USE BORROW OR WASTE AREA SITE IS ONLY PERMISSIBLE IF IT IS
(OPERATED UNDER CONTROL OF THE FINANCIALLY RESPONSIBLE PERSON
OR FIRM THAT IS DEVELOPING THIS SITE. AN APPROVED EROSION AND
SEDIMENT CONTROL PLAN IS REQUIRED FOR ALL SINGLE USE BORROWAND
WASTE SITES.
EROSION CONTROL DESIGN, DETAILS AND MAINTENANCE SPECIFICATIONS
SHALL COMPLY WITH CURRENT NORTH CAROLINA EROSION AND SEDIMENT
EROSION CONTROL MEASURE - INITIAL PHASE:
1. ENSURE ALL APPROVALS HAVE BEEN OBTAINED PRIOR TO ANY LAND
DISTURBANCE.
2. CONDUCT ON -SITE PRE -CONSTRUCTION MEETING WITH THE CONTRACTOR,
OWNER, ENGINEER AND CONSTRUCTION MANAGER TO REVIEW THE PROJECT
AND EROSION CONTROL SEQUENCES.
3. CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WITHIN AND IMMEDIATELY
ADJACENT TO THE PROJECT AREA.
4. INSTALL CONSTRUCTION ENTRANCE AT LOCATION SHOWN ON THE PLAN -OFF OF
EDGE OF EXISTING PAVEMENT ON PITTMAN GROVE CHURCH DRIVE.
5. FLAG LIMITS OF ALL DISTURBED AREA AS SHOWN ON THE PLANS FOR
INSTALLATION OF PERIMETER EROSION CONTROL DEVICES - SILT FENCE AND
SILT FENCE OUTLET WHERE SHOWN.
6. INSTALL SILT FENCE OUTLET AS SHOWN ON THE PLANS.
7. CONSTRUCT TEMPORARY SEDIMENT TRAP AS SHOWN ON THE PLANS.
8. CLEAR AND GRUB SITE (WHERE REQUIRED) AND LEGALLY DISPOSE OF ALL
DEBRIS OFF SITE.
9. WITHIN 14 CALENDER DAYS OF COMPLETION OF ANY PHASE OF GRADING,
GROUND COVER SHALL BE PROVIDED ON EXPOSED SLOPES AND PERMANENT
GROUND COVER SHALL BE PROVIDED FOR ALL DISTURBED AREAS WITHIN 14
CALENDER DAYS OR 60 CALENDER DAYS (WHICHEVER IS SHORTER) FOLLOWING
SYMBOL PRACTICE DESCRIPTION
(',E
o00000o
CONSTRUCTION ENTRANCE
A STONE STABILIZED PAD LOCATED AT ANY POINT THAT TRAFFIC WILL BE
LEAVINGA CONSTRUCTION SITE TO PUBLIC RIGHT-OF-WAY, STREET,
000000o
ALLEY, SIDEWALK, OR PARKING PLOT WHICH WILL REDUCE OR ELIMINATE
THE TRANSPORT OF MUD FROM THE CONSTRUCTION SITE.
A TEMPORARY STRUCTURE USED TO SLOW THE VELOCITY OF RUN-OFF,
SF __CF ----0—
SILT FENCE
CAUSE SEDIMENT DEPOSITION AT THE STRUCTURE, AND FILTER SEDIMENT
FROM RUN-OFF.
S FO
SILT FENCE OUTLET
PROTECTION
A TEMPORARY STRUCTURE AS A REINFORCED OUTLET AT LOW POINTS OF
THE SILT FENCE. INSTALL #57 WASHED STONE AT UPSTREAM FLOW WITH
HARDWARE CLOTH. (SEE DETAIL)
TEMPORARY
A TEMPORARY RIDGE OR EXCAVATED CHANNEL OR COMBINATION RIDGE
TD
DIVERSION
AND CHANNEL CONSTRUCTED ACROSS SLOPING LAND ON A
PREDETERMINED GRADE.
CONSTRUCTION LIMITS
R.O.W, SWALES &
A DEFINED AREA THATALL LAND DISTURBANCE WILL OCCUR
DURING CONSTRUCTION.
SEDIMENT TRAPS
(�,L ■ ■ ■
CONSTRUCTION LIMITS
A DEFINED AREA THATALL LAND DISTURBANCE WILL OCCUR
DURING FULL BUILD OUT CONSTRUCTION (RESIDENTIAL LOTS)
(FULL BUILD OUT)
CO1 NTROL PLANNING AND DESIGN MANUAL. I /
COMPLETION OF CONSTRUCTION OR DEVELOPMENT. /
(12)
II Lochaven Estates /
I
P.C. 3, Slide 3-59, Pg. 004 \ (14)
PROTECT EXISTING CONSTRUCT SILT / FENCE FENCE OUTLET PRIOR Clarence Willis (13) \ l
mbee River E CtrlC TO CONSTRUCTION _ /
PROTECT EXISTING
OF SEDIMENT TRAP D. B. 1021, Pg. 9� FENCE (TYP OF ALL)
D. 100 g. 8 DL 3-EACH
— 1 m SFO SF �� nSF �� SF ire fence SF ��,���, SF ' DL ;wooden Vince CL
1 TOP OF DAM -- - - �� _ _ _ - - - &TD
_
TOP OF DAM TOP OF D
r--- — IN
TD ---- -� SFO
Terry Long SF BASINBOTTOM � 1 a � -----—�--�----�----� � 7��
ea w BorroM 2 �� �� �� a
z
D.B. 417, Pg. 901
1
1 ("Survey for Scottie S. Godwin and wife, NOTE:
I Sabrina L. Godwin DO NOT INSTALL SILT
FENCE Slide 274, Map 003) EMERGENCY
THE
EMERGENCY SPILLWAY
I1
1
1
Recombination Survey for Terry Long"
CAbinet 4, Slide 4-79, Map 005
1
Terry Long
D.B. 1121, Pg. 634
CONSTRUCT SILT FENCE
SF ` OUTLETAS SHOWN ON _
PLANS.
SF `� �� Southeastern Construction of Rockfish, LLC
WilliamAalcolm McPhail, Jr. Tract
SFO D.B. 141,pg. 715
SF
0—
:� .� 1 TEMP. DIVERSION\\� __�___� _--___jP. DIVERSION
\ TEMP. DIVERSION 1 DITCH. SEE DETAIL. DITCH. SEE DET�IIL' _�� DISTURBED AREA FOR TEMP. DIVERSION
r I w DITCH. SEE DETAIL. \ ,a 2 ' 2' - ' CONSTRUCTION OF i ' ' '
SEDIMENT TRAP NO. 1 WITH BAFFLES ���� ,DITCH. SEE DETAIL. i SFO
1 MIN. STORAGE VOLUME AT CREST _ SEDIMENT TRAP NO.2 WITH BAFFLES' PERMANENT SWALES. �� 40
OF SPILLWAY: 14,875 C.F. - -�� MIN. STORAGE VOLUMEATCREST _ z_— �� ♦i �iaw
(54)
MIN. SURFACE AREA AT CREST OF SPILLWAY: 7,875 C.F. �� �j� U 1
FUTURE DISTURBED F � i
OF SPILLWAY: 6,875 S.F. �� MIN. SURFACE AREA AT CREST \ i i �
TOP OF DAM ELEV.: 236.00' s #0 � w 1 1
AREAS FOR HOME � r- � i
OF SPILLWAY: 3,825 S.F.
CONSTRUCTIONS. o 11
BOT. OF BASIN ELEV.: 231.00' \ ,-t_ TOP OF DAM ELEV. : 234.50' �i �
SPILLWAY ELEV = 234.50' BOT OF BASIN ELEV.: 229.50' 40#
WEIR LENGTH: 15.0' SPILLWAY ELEV = 233.00' — #0
SEDIMENT CLEANOUT EL�EV = 232.75' \ WEIR LENGTH: 5.0'
SEDIMENT CLEANOUT ELEV = 231.25'
i
t
1 �� ,' l I SFO (59)
_TD -� ��� �'� �. FUTURE DISTURBED
SF �� A� \sz - AREAS FOR HOME i
V CONSTRUCTIONS. N N
TEMP. DIVERSION y % 1 1
DITCH. E DETAIL _ �� SFO V ♦ �� i� I 11 _
_ _ \ V NOTE:�i
DO NOT INSTALL SILT
1 FENCE ACROSS THE
i CL
\ y 1 EMERGENCY SPILLWAY
L' ��s \ SF / i� i 1/1 (60)
CL SF
1
SF
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6
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PIN: 49l4050401g020 NO DISTURBANCE IN i �� �' 3 1�1
THISAREA. �i--_,��9�z- ��_ i �� L� i 1 1
SEDIMENT TRAP NO. 3 WITH BAFFLES 1 1
SFO �� A \ SF � `\ ' 2 �i MIN. STORAGE VOLUME AT CREST
+A2.07Acres �� FUTURE DISTURBED �� OF SPILLWAY: 14,464 C.F.
unsuitable soils area �� SFO 1 1 )
TEMP. DIVERSION AREAs�FOR HOME - MIN. SURFACE AREA AT CREST
V CL / ml DITCH. SEE DETAIL. CONSTRL(CTIONS--� �� OF SPIL L WA Y: 7,125 S. F. �� N
CL z_
�TOP OF DAM ELEV.: 227.50'
SFO BOT OF BASIN ELEV.: 222.50' 1 I ti p O
SF Wj �t r�— —� TD ��� ,-- SPILLWAYELEV=226.00' SFO-1� $
��� ------��-� --- --7 --- --- WEIR LENGTH: 12.0' 111 (�
II CL CL
\ SFO �� �' SEDIMENT CLEANOUT ELEV = 224. 5'
SF
-� SFO SF FUTURE DISTURBED I 1 SF
CONTRACTOR TO CLEAR _ CL i �'
m AND GRUB SITE WITHIN AREAS FOR HOIVfE ` �I 1
PROPOSED RIGHT OF WAY _ CONSTRUCTIONS.
FOR THIS CONSTRUCTION �� FENCE G J 1 1
SE
PHASE ONLY. A _ �� g�z �� MIN. OI STORAGEVOLUMEATH � CREST ' a
_ - OF SPILLWAY: 20,930 C.F. TD
�- �� �, �' PIN: 494650401038 ,� - SFO
----- SF ----- --- i MIN. SURFACE OF SPILLWAY �6, 85 S. I i� V�Uj
"Recombination Survey for TOP OF DAM ELEV.: 231.50'
MAINTAIN SILT FENCE S
BOT. OF BASIN ELEV : 226.50'
WITHIN PROPOSED y �y � David PaulAvinaandwife, ■ �
Kimberly Ann Miller i SPILLWAY ELEV = 230.00'
-sF a RIGHT OF WAY ------ ■ ftm
O z F -------------- CL (63)
3.00Acres WEIR LENGTH: 15.0'
P.C. 4. Sl. 4-84, Map 005 PERMANENT ��� SEDIMENT CLEANOUT ELEV = 228.25'
` FUTURE DISTURBED `� �� "� `� SWALE - TYP �� -�� N NOTE:
Faze AREAS FOR HOME �i `� `� OFALLDO NOT INSTALL SILT
v��a T CONSTRUCTIONS.
_� �' U i FENCEACROSS THE
�1 w �- i TEMP. DIVERSION
� � � � � � i� i 0� i i � i EMERGENCY SPILLWAY
DITCH. SEE DETAIL. Z
Q
r A t — — — — — — CL O
------
� TD ,_� ___---- J� SF O
�� -- - -
- 69 Q
BryansroneLane � � � � � / — — — — — — — — — — — I � / I � 111
SF wooden fence SF SF U
� 7 CL �� __ _ ,� CL --� UL
� - - - - - - - - - - - - - - NA54,229.45 US Survey Ft. I 112�
E: 1,967,114.43 US Survey Ft.
E1.=236.63' NAVD88
Nathaniel Groves I W fU
1.24 Acres
David Paul Avina and wife, I O
"Vl�'oods Edge Phase Twoi' �
Kimberly Ann Miller Avina I C b. 3, Slide 3-18, Map os. 6 & 7 I z
D.B. 2561 Pg. 447 Y I I
1.00 Acre
_ _ — - _ _ D.B. 636, Pg. 56 I .� O
1 71)
Robert D. Beatty --- �= _ �_-- I (70> I o Iz W
- —I- - — — — — _ PIN: 494650401038 I \ I I I I A
1 2.0 Acres I _ O U Y
1 I D.B.316, Pg.549 �--�_-----�_ ---- I O
BryanstoneLane — —I �cess \ I I SCALE IN FEET
1 — — 30'p_ rivate aceasement 1 — I I
County of Hoke � - - -
- - 0' 30 60 120
DESIGNED BY: JEH
YM.: REVISION DESCRIPTION: DATE:
DRAWN BY. JLF
Know what's below 2 APPROVED BY. JEH
Call before you dig. 3
® Dial811 SHEET:
Or Call 800- 632-4949 4 4
5
© CIVIL

Vicinity Sketch - Not to scale
CONSTRUCTION SEQUENCE & EROSION CONTROL MEASURES -
1. CHECK ALL SILT FENCE AND REPAIR AS NECESSARY. ASSURE ANY
ERODED AREA ARE STABILIZED WITH TEMPORARY SEEDING AND MULCH.
2. ROUGH GRADE ROADWAY RIGHT OF WAY AREA.
3. INSTALL THE WATER SYSTEM AS SHOWN ON THE PLANS.
4. INSTALL STORM DRAINAGE SYSTEM.
5. INSTALL INLET/ OUTLET BMP'S WHERE REQUIRED.
6. CONSTRUCT PERMANENT DRAINAGE SWALES. IMMEDIATELY STABILIZE
WITH SEED AND MULCH.
7. INSTALL PERMANENT SWALE CHECK DAM.
8. GRADE AND PREPARE SUBGRADE FOR PAVEMENT AREA.
9. PLACE COMPACTED G.A.B.0 FOR ASPHALT CONSTRUCTION.
10. FINISH FINE GRADING THE ROAD RIGHT OF WAYS AND COMMON AREAS.
11. COMPLETE ALL REMAINING SITE IMPROVEMENTS.
I12. PLACE ASPHALT, PAVEMENT MARKINGS, AND SIGNAGE.
TOTAL SITE DISTURBED AREA INCLUDING LOTS = 18.0 AC. PERMANENT
ICONVEYANCE SWALE NO. 1 /
/ SLOPE = 0.77%
I SIDE SLOPES: 3:1 /
/ BOT. WIDTH: 6'
LINER: SEED & MULCH
w/ CONTRACTORS BLEND
I PERMANENT CONVEYANCE SWALE NO.4 PERMANENT /
CONVEYANCE SWALE 8B CONVEYANCE SWALE NO 5 SLOPE @ 1.50°� CONVEYANCE SWALE NO.3 \
INSTALL TEMP. SLOPE @ 2.0% SLOPE @ 1.50.% SIDE SLOPES: 3:1 / SLOPE = 1.50% /
SEDIMENT TUBE SIDE SLOPES: 3:1 PROTECT EXISTING SIDE SLOPES: 3:1 BOT. WIDTH: 6' SIDE SLOPES: 3:1 \
IN PERMANENT SWALES FENCE LINER: SEED °% MULCH / BOT WIDTH: 6'
BOT. WIDTH: 6' BOT. WIDTH: 6'
(TYP. OF ALL) LINER: SEED & MULCH LINER: SEED °% MULCH w/ CONTRACTOR'S BLEND PROTECT EXISTING LINER: SEED & MULCH
FENCE (TYP OF ALL)
i I CONTRACT BLEND -� � w/CONTRACTOR'S BLEND � ,,- � w/CONTRACTOR'S BLEND /
CL 3-EACH SFO �" � � � �
SFO �� SF �� SF ` SF ; i ,�as�4��„�� SF CL wooden Vince CL
ST ST v ire fence ST SF ST
— PERMANENT v - ST
\ - -- -- - ,
CONVEYANCE SWALE SA \ � , � I -------
SLOPE -------------- ----
---------------
_� 1_ — TOP OF T OF D
I 0.88%
SIDE SLOPES: 3:1
BOT. WIDTH. 6' SF BASIN Borro so saswsorro ST ST / / °
LINER: SEED MULCH N FFz '/
PERMANENT �� — — — PERMANENT
w/ CONTRACTOR'S BLEND \ N , '
RAILROAD TIE ��---_I' - � ,_-�RAILROADTIE , � Ill�i PERMANENT
CHECK -DAM CONVEYANCE SWALE N0.2 CHECK -DAM / DISTURBED AREA FOR �I { RAILROAD TIE "'y-�' /� ��
o _ — I CHECK -DAM
SLOPE @ 1.50� CONSTRUCTION OF SFO
\ �SIDE SLOPES: 3:1 ;�� PERMANENT SWALES.
----------BOT WIDTH: 6'''
PERMANENT
I �`RAILROAD TIE LINER: SEED &MULCH I� Lot 22
� FUTURE DISTURBED i �
AREAS R HOME V CHECK -DAM w/CONTRACTOR'S BLEND Lot 2
I ST v CONSTR CTIONS. v / PERMANENT SWALE ��i� /
Lot 26 WITH SIDE SLOPE 3:1,
,!
Lot 30 Lot 29 Lot 28 Lot 27- - - - - �.� �1,-
� m i ,�- PERMANENT �—
v Lot 25 ��II BOT. WIDTH, 6' " RAILROAD TIE j SF /
- LINER: SEED & MULCH N
�� CHECKDAMI i N
w/ CONTRACTOR BLEND I
/ (TYP OFALL) /�
N — — — — — — —
Lot 21
CONVEYANCE SWALEE98 � - - - - - � CL — — — � � � � � � i y SFO
I
l�' �. � FUTURE DISTURBED
INSTALL TEMP. - �' AREAS FOR HOME
SLOPE = 1.50°� Lot 31 SEZ _
SEDIMENT TUBE SF /
I
SIDE SLOPES: 3:1 _
IN PERMANENT
OFALL)��� v SFO
� �-Proposed-Street � � CONSTRUCTIONS.
LINER: SEED MULCH
BOT WIDTH: 6'
w/C�ON RACTOR'S BLEND � � � Lot 24
!UL v CONSTRUCT SILT FENCE
SF ` OUTLETAS SHOWN ON b � J CL vv SF CL i i
- PLANS. / SF
------- ---- v-------------- ----- ---_ �,1 / v s�z
CL v � ♦ �, Lot 20
SF----- -- ---- ----- PERMANENT
I ` , CONVEYANCE SWALE 9A SF Lot 1 O Lot 12
v Lot 9 --- 'Lot 11-----�'I
i SFO SLOPE = 2.l0°� vv N / P� �� SF
v V -,,,-SIDE SLOPES: 3:1 v SF X 5 . / —
I BOT. WIDTH 6' ` N DISTURBANCE IN Lot 8 PERMANENT SWALE / Q
r' %� �� i WITH SIDE SLOPE 3:1, �I --v O� 4J
LINER: SEEDSMULCH THIS_AREA. ' __ �I / �
� OP �z- _ v
I �� SFO vv SF w/CONTRAC1jOR'S BLEND v �� �� INSTALL TEMP. �� LONER STEED & MULCH �� Lot 13 �/
- I P p
+ � SEDIMENT TUBE o L -
� / 2.07A r � - w/CONTRACTOR BLEND t 1 9
� c es i i � � �I FUTURE DISTURBED � i /
IN PERMANENT SWALES CONVEYANCE SWALE N0.6 unsuitable soils area v SFO (TYP OF ALL) AREAS\1 OR HOME
I ST
Lot 1 (TYP. OF ALL) � CONS CTIONS - SLOPE@0.50°�
CL ST vv
SIDE SLOPES: 3:1
SFO IP �� \ ST ST O / �' BOT WIDTH: 6'
v-------- -- ----- v ,- LINER: SEED & MULCH
U Lot 7
-----------------------
ti \ _--------------------------------- --_-_ _ - ---- _ - - --- w/CONTRACTOR'S BLEN_ D i SFO
/ C L 2 ' �W - ----- - - - - -------------- ------ --- --------- --7 ---------- --- -- - ----------- N i ;
SFO cwn _ vv - /' ------------ --- -- - ------ -- ------ - Lot 18
2 '
SF
I -CONTRACTOR O CLEAR s - '' - CL SFO // /FU RE DISTURBED CONVEYANCE SWALE N0.7 SF
AND GRUB SITE WITHIN - _ ARE FORHOME E
CE - PROPOSED RIGHT OF WAY�F��BSetrocf —� �`-- i ��
� � / � I i I � SLOPE @ 1.00°�
CONS T CTIONS.
� �""� _ Spa �� F� � � I EXISTING - � �' wSIDE SLOPES: 3:1
FOR THIS CONSTRUCTION — / FENCE BOT WIDTH : 6'
PHASE ONLY. g�z vv i ST / i LOt 1 7 / �� LINER :SEED &MULCH
I ����-- / w/CONTRACTOR'S BLEND —
v-- — — —_ Lot 6 _ ;'�;'SF
o —
CL SF - -- SF _ i'/ h
Q - -- - - -- Lot 14
INSTALL TEMP.
MAINTAIN SILT FENCE Lot 5 `� CL PERMANENT SWALE �� �� SEDIMENT TUBE
I / / Lot 2 �� Lot 3 ��' WITHIN PROPOSED WITH SIDE SLOPE 3:1, vv IN PERMANENT SWALES
Iv ---- _ 'v v LOt 1 BOT WIDTH, 6' ,r. v �� CL TYP. OFALL
/-sFa � RIGHT OF WAY -� i �' � � ( )
CL / \ \ `F \ ` IINI / \ LINER: SEED & MULCH
----- ------ ST
r v i PERMANENT w/CONTRACTOR BLEND - -
i v TYPOFALL /
FUTURE DISTURBED � _ � � � � v i v "� � SWALE -TYP ' � ( )
AREAS FOR HOME OFALL
YDKANT �� �� -�� �� �'CONSTRUCTIONS. v ��j vv i
� �� �-- i i �� ' S RAP��---
, -- - Lot 15 �`.�`�� ��
ST ST
ST
--___- ---- --- - --- _ _ -_-_- o_ SF
CL v -
t EX. SOIL TRAVELW -- -- - ----- - - - --- - ----------- - -
�na1/ L i v v i/ v �o�a-�
_ 1 psi
cap I d b ey i Bryanstone Lane — — — — — — — — — \
k jE�� — �Ea) — — SF wooden fence SF SF
CL �
INSTALL TEMP. I I I
� N:454,229.45 US Survey Ft. I I
E: 1,967,114.43 US Survey Ft. SEDIMENTTUBE
1 I \ IN PERMANENT SWALES I I I
E1.=236.63' NAVD88 \ (TYP. OF ALL) I
0
I - — - - _ - —Bryanstone Lan— = = — — — - —1 I I I I I SCALE IN FEET
Know what's below
Call before you dig.
® Dial811
Or Call 800- 632-4949
11
0' 30 60 120
REVISION DESCRIPTION:
SYMBOL PRACTICE DESCRIPTION
P
INLET PROTECTION
A TEMPORARY SEDIMENT BARRIER LAID AROUND A STORM DRAIN INLET
TO PREVENT SEDIMENT FROM ENTERING THE DRAINAGE SYSTEM.
RIP RAP CHANNEL / BANK PLACED BELOW DRAINAGE OUTLETS TO
0 P
OUTLET PROTECTION
REDUCE THE VELOCITY OF FLOW, EROSION, AND STABILIZE GRADES
DOWNSTREAM OF OUTLET STRUCTURES.
o�o�o�o
CONSTRUCTION ENTRANCE
A STONE STABILIZED PAD LOCATED AT ANY POINT THAT TRAFFIC WILL BE
LEAVINGA CONSTRUCTION SITE TO PUBLIC RIGHT-OF-WAY, STREET,
o�o�o�o
ALLEY, SIDEWALK, OR PARKING PLOT WHICH WILL REDUCE OR ELIMINATE
THE TRANSPORT OF MUD FROM THE CONSTRUCTION SITE.
A TEMPORARY STRUCTURE USED TO SLOW THE VELOCITY OF RUN-OFF,
SF ��
SILT FENCE
CAUSE SEDIMENT DEPOSITION AT THE STRUCTURE, AND FILTER SEDIMENT
FROM RUN-OFF.
CONSTRUCTION LIMITS
A DEFINED AREA THATALL LAND DISTURBANCE WILL OCCUR
DURING CONSTRUCTION.
SEDIMENT TRAPS
(�,L ■ ■ ■
CONSTRUCTION LIMITS
A DEFINED AREA THATALL LAND DISTURBANCE WILL OCCUR
DURING FULL BUILD OUT CONSTRUCTION (RESIDENTIAL LOTS)
(FULL BUILD OUT)
SEDIMENT TUBE
SEDIMENT TUBES ARE ELONGATED TUBES OF COMPACTED GEOTEXTILES,
ST
SLOPE: < 1 %
CURLED EXCELSIOR WOOD, NATURAL COCONUT FIBER OR HARDWOOD
MAX SPACING: 150'
MULCH. STRAW, PINE NEEDLES AND LEAF MULCH -FILLED SEDIMENT TUBES
MAX VELOCITY: 40 fps
ARE NOT PERMITTED UNDER THIS SPECIFICATION.
SFO
SILT FENCE OUTLET
PROTECTION
A TEMPORARY STRUCTURE AS A REINFORCED OUTLET AT LOW POINTS OF
THE SILT FENCE. INSTALL #57 WASHED STONE AT UPSTREAM FLOW WITH
HARDWARE CLOTH. DETAIL)
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Vicinity Sketch - Not to scale
CONSTRUCTION SEQUENCE & EROSION CONTROL MEASURES -
FINAL PHASE:
1. UPON COMPLETING ALL SITE IMPROVEMENTS AND FINAL
GRADING, STABILIZE ALL DISTURBED AREAS PER LANDSCAPE PLAN
WATER AND MAINTAIN ALL LANDSCAPED AREAS TO ENSURE
PROPER GROUND COVERAGE PRIOR TO FINA L APPROVAL.
2. SEE SEEDING SCHEDULE PROVIDED IN EROSION CONTROL
DETAIL
3 UPON APPROVAL BY DEMLAR, REMOVE ALL TEMPORARY
EROSION CONTROL DEVICES AND CALL FOR FINAL INSPECTION.
SYMBOL PRACTICE DESCRIPTION
mmmMM
CONSTRUCTION LIMITS
A DEFINED AREA THATALL LAND DISTURBANCE WILL OCCUR
DURING CONSTRUCTION.
SEDIMENT TRAPS
(�,L ■ ■ ■
CONSTRUCTION LIMITS
A DEFINED AREA THATALL LAND DISTURBANCE WILL OCCUR
DURING FULL BUILD OUT CONSTRUCTION (RESIDENTIAL LOTS)
(FULL BUILD OUT)
SEEDING SCHEDULE FOR
Ds3
NOTES:
PERMANENT VEGETATION
GIANT BERMUDA SEED, INCLUDING NK-37, SHALL NOT BE USED.
SCHEDULE
COMMON NAME
RATE PER ACRE
PLANTING
NO.
OF SEED
(LBS.)
DATES
THE CONTRACTOR SHALL OBTAIN A SATISFACTORY STAND OF
PERENNIAL VEGETATION WHOSE ROOT SYSTEM SHALL BE DEVELOPED
SUFFICIENTLY TO SURVIVE DRY PERIODS AND WINTER WEATHER, AND
COMMON BERMUDA
210
MARCH 16
1
(HULLED)
TO
BE CAPABLE OF RE-ESTABLISHMENT IN THE SPRING. THE PERENNIAL
TALL FESCUE
140
AUG. 31
VEGETATIVE COVER SHALL HAVE A MINIMUM COVERAGE DENSITY OF
70 % FOR THE SEEDED AREAS. CONTRACTOR SHALL DETERMINE ALL
RATES OFAPPLICATION NECESSARY TO PRODUCE THE REQUIRED
SEPT. 1
2
COMMON BERMUDA
175
TO
STAND OF GRASS, AND SHALL FOLLOW THE APPLICATION
(UNHULLED)
MARCH 15
PROCEDURES AS SPECIFIED HEREIN.
NOTE:
CONTRACTOR TO INSTALL PERMANENT VEGETATION IN ALL
ROAD R/W S, DRAINAGE SWALE, OPEN SPACES / EASEMENT
AREAS.
I
I I PERMANENT
CONVEYANCE SWALE NO. 1 /
/ SLOPE = 0.77%
I SIDE SLOPES: 3:1 /
/ BOT. WIDTH: 6'
LINER: SEED & MULCH
1 I I / w/ CONTRACTOR'S BLEND
I PERMANENT CONVEYANCE SWALE NO.4 SLOPE @ 1PERMANENT
CONVEYANCE /
CONVEYANCE SWALE 8B CONVEYANCE SWALE NO 51.50%SWALE NO.3 \
INSTALL TEMP. SLOPE @ 2.0% SLOPE @ 1.50% SIDE SLOPES: 3:1 / SLOPE = 1.50% /
SEDIMENT TUBE SIDE SLOPES: 3:1 SIDE SLOPES: 3:1 BOT. WIDTH: 6' SIDE SLOPES: 3:1 \
IN PERMANENT SWALES LINER: SEED % MULCH / BOT WIDTH: 6'
I LINE WIDTH: 6' BEE WIDTH: H w/ CONTRACTOR'S BLEND LINER: SEED & MULCH
I (TYP. OF ALL) LINER :SEED &MULCH LINER: SEED °� MULCH /
i CONTRACTOR'S BLEND w/CONTRACTOR'S BLEND w/CON TRACTOR'S BLEND
ire fence v v v �� / / ������ wooden fence
- I PERMANENT �v �� �� _mI m
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--- ----- �f�-- Ds3 ---------- -f--
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SLOPE_0.88� --- D
SIDE SLOPES: 3:1
BOT. WIDTH: 6'
LINER: SEED MULCH N �-
w/CONTRACTOR'S BLEND vv PERMANENT vv PERMANENT
1 �. 1 RAILROAD TIE vvv ---__ Ds3 �' RAILROAD TIE ,' �� �i PERMANENT
CHECK -DAM - CHECK -DAM i y
CONVEYANCE SWALE N0.2 � �II III � '�� { RAILROAD TIE � - � DS3
SLOPE @ 1.50% _ '"� �� CHECK -DAM
I � �I SIDE SLOPES: 3:1 Ds3
l �� ��
----------BOT. WIDTH: 6' - PERMANENT — I
LINER: SEED &MULCH
Ds3 sz 9F� `RAILROAD TIE w/ CONTRACTOR'S BLEND %�'� Lot 22 i Ds3 /i Ds3
CHECK -DAM Lot 2 �; ;
I I. �w
PERMANENT SWALE
I Lot 30 Lot 29 Lot 28 Lot 27-_, Lot 2b WITH SIDE SLOPE 3:1, ::-f—
\ � m , PERMANENT r'
Ds3 Ds3 BOT. WIDTH, 6'
- - - - - - - - — - - — - - — - - — - - - - - �`� Ds3 Lot 25 LINER: SEED & MULCH RAILROAD TIE
," = I
CHECK -DAM �
y w/ CONTRACTOR BLEND
� i I I � TYP OF ALL i �� � i
PERMANENT Ds3 N �� wo"_ �_� _ __ — — — ( ) /i /i LOt 21
CONVEYANCE SWALE 98 INSTALL TEMP. - �L- LOt 31 � � � � DS3 �� FDs3 DS3
SLOPE = 1.50% SEDIMENT TUBE ri i
SIDE SLOPES: 3:1 N N
I IN PERMANENT SWALES
BOT WIDTH: 6' (TYPOF ALL) ez v �
LINER: SEED MULCH . - Lot 24 —
�i I �� w/ CONTRACTOR'S BLEND
N
- ------------------ _____ ' s \ Ds3
I Ds3 -- �� � - ---_ -
� � � Lot 20
III PERMANENT ----- --- --_ -----1 j w
---- Lot 12 A CONVEYANCE SWALE 9A � vi � � Lot 9 Lot 10 �" � I �
Lot 11-_-_- III t
SLOPE = 2.�0% v a � � m , , ) � II 1 � � Ds3 _
V -',,-SIDE SLOPES.- 3:1
= Lot 8PERMANENT SWALE
WITH SIDE SLOPE
S3 T.
DWIDTH, 6' III A /
I
LINER: SEEDS MULCH
BY�III �BOT WIDTH, 6' IILot 13Nw/COTRAC7OR'S BLEND INSTALL
T -j LINER: SEED & MULCH
f/ 2.07Acres SEDIMENT /
i
w/CONTRACTOR BLEND III III Lot 1 9
IN PERMANENT SWALES (TYP OFALL) CONVEYANCE SWALE N0.6�
�✓nsuitable soils area ' v SLOPE @ 0.50% `v � (TYP. OF ALL) i _-- i
Lot 1 _
Iez f 2 2
t� - -------- _-__
� SIDE
I SLOPES: 3:1
BOT.
LINER: SEED &MULCH------ Lot 7
------------- w/ CONTRACTOR'S BLEND-----
Ds3 _________ 236 ___---------- ------ Lot 18
i
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Ds3
Ds3 CONVEYANCE
SLO E @ 1.00%
SIDE SLOPES: 3:1
o a z \ \
BOT WIDTH: 6'
Lot 17 �� �� LINER: SEED & MULCH DS3
w/CONTRACTOR'S BLEND—
<z — — —_ Lot 6 -;
- --- _
�, - - -- Lot 14 r i �' INSTALL TEMP.
A `v Lot rJ vv PERMANENT SWALE �� �� ;j SEDIMENT TUBE
Lot 2 Lot 3 ---- Lot 4 -
WITH SIDE SLOPE 3:1, IN PERMANENT SWALES
\
Lot 1 BOT WIDTH, 6' *.. �(TYP. OF ALL)
LINER: SEED &MULCH
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NATURE AND PURPOSE OF CONSTRUCTION
THE PURPOSE OF THIS PROJECT IS TO PROVIDE ROAD ACCESS FOR RESIDENTIAL DEVELOPMENT
SITE. THE PROJECT WILL INVOLVE CONSTRUCTION OF CONVEYANCE SWALE FOR STORMWA TER
DISCHARGEAND WATER SUPPLY CONNECTION. THE SITE WILL BE PREPARED FOR INDIVIDUAL
RESIDENTIAL HOME CONSTRUCTION ON EACH LOTS.
THE TOTAL DISTURBED AREA IS 18.0 ACRES (FULL -BUILD SITE WORK)
PERMANENT VEGETATION SHALL BE ESTABLISHED QUICKLY UPON COMPLETION OF THE ROADWAY
GRADING AND INFRASTRUCTURES IN ORDER TO REDUCE THE AMOUNT OF SEDIMENT RUNOFF FROM
THE SITE.
SITE IS NOT IN FLOOD PLAN.
NOTE:
PURSUANT TO G.S. 133-A57(2), THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN
THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION -CONTROL
DEVICES OR STRUCTURES.
IN ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 7 OR 14 CALENDAR DAYS OF COMPLETION OF ANY
PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY GROUND COVER, DEVICES,
OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. PERMANENT GROUNDCOVER WILL BE PROVIDED FOR
ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR NO MORE THAN 90 CALENDER DAYS (WHICHEVER IS
SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION.
PURSUANT TO G.S. 113A-57(3), PROVISIONS FOR PERMANENT GROUNDCOVER SUFFICIENT TO RESTRAIN
EROSION MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN 14 CALENDAR DAYS OR 60 CALENDAR
DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
NOTE:
EFFECTIVE OCTOBER1, 2010, PERSONS CONDUCTING LAND -DISTURBING ACTIVITIES LARGER THAN
ONE ACRE MUST INSPECT THEIR PROJECT AFTER EACH PHASE OF THE PROJECT AND DOCUMENT
THE INSPECTION IN WRITING. KEEP WRITTEN INSPECTION REPORTS ON CONSTRUCTION SITE IN WHICH IT
SHOULD BE READILYAVAILABLE FOR EROSION CONTROL INSPECTOR'S REVIEW WHEN VISITING SITE.
SELF -INSPECTION REPORT FORMS AREA VAILABLE AS AN EXCEL SPREADSHEET FROM LAND QUALITY WEB
SITE: www.dlr.enr.state.nc.us/pages/sedimentation new.html
SEEDING SCHEDULE
Ain=
TEMPORARY SEED MIX SHALL BE USED FOR ALL AREAS EXPOSED GREATER THAN 21
CALENDAR DAYS AND SUBJECT TO FURTHER DISTURBANCE. PERMANENT SEED MIX SHALL
BE CHECKED FOR ADEQUACY ON JULY 15. AN ADEQUATE COVER SHALL HAVE 50 SPRIGS
OF BERMUDA OR SERICEA LESPEDEZA PER ONE SQUARE FOOT.
TEMPORARY SUMMER SEED MIX
MARCH 1 - SEPT. 1
TEMPORARY WINTER SEED MIX
SEPT. 1 - MARCH 1
PERMANENT SPRING SEED MIX
MARCH 1 - JULY 1
PERMANENT FALL SEED MIX
SEPT. 1 - NOV. 1
SOIL AMENDMENTS
(TO BE FOLLOWED BY PERMANENT FALL SEED MIX)
SPECIES
RATE (LB./ACRE)
GERMAN MILLET
120
(TO BE FOLLOWED BY PERMANENT SPRING SEED MIX)
SPECIES
RATE (LB./ACRE)
WINTER RYE (GRAIN)
200
KOBE LESPEDEZA
120
SPECIES
PENSICOLA BAHIAGRASS
COMMON BERMUDA
SERICEA LESPEDEZA
RATE (LB./ACRE)
60
25
30
SPECIES RATE (LB./ACRE)
COMMON BERMUDA 30
SERICEA LESPEDEZA (UNSCARIFIED) 30
KOBE LESPEDEZA 10
TO BE INCORPORATED INTO THE TOP 3 INCHES OF SOIL IN AREAS WITH SLOPES 2:1 OR FLATTER
APPLY FERTILIZER (10-10-10) AT A RATE OF 1000 LB/ACRE
APPLY LIME (GROUND AGRICULTURAL LIMESTONE) AT A RATE OF 4000 LB/ACRE
APPLY SUPERPHOSPHATE (0-49-0) AT A RATE OF 200 LB/ACRE
REQUIRED FOR PERMANENT SEED MIX ONLY
nni 11 rN
APPLY4,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER.
ANCHOR MULCH WITH ROVING, NETTING OR BY TACKING WITH ASPHALT EMULSION AT A RATE
OF 400 GAL./ACRE
MAINTENANCE
MINIMUM OF 1 " OF RAINFALL A WEEK (IF NOT SUPPLIED NATURALLY, CONTRACTOR
SHALL SUPPLY THE REMAINING AMOUNT UNTIL GROUND COVER HAS BEEN ESTABLISHED).
REFERTILIZE IN THE SECOND YEAR UNLESS THE GROWTH IS FULLYADEQUATE.
MOW WHEN THE AVERAGE PLANT HEIGHT EXCEEDS 6 INCHES.
RESEED, FERTILIZE AND MULCH DAMAGED AREAS IMMEDIATELY.
.i ■
s
EROSION CONTROL CONSTRUCTION SEQUENCES
PHASE 1 - INITIAL
1. ENSURE ALL APPROVALS HAVE BEEN OBTAINED PRIOR TO ANY LAND DISTURBANCE.
2. CONDUCT ON -SITE PRE -CONSTRUCTION MEETING WITH THE CONTRACTOR, OWNER, ENGINEER AND CONSTRUCTION
MANAGER TO REVIEW THE PROJECT AND EROSION CONTROL SEQUENCES.
3. CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WITHIN AND IMMEDIA TEL Y ADJACENT TO THE PROJECT AREA.
4. INSTALL CONSTRUCTION ENTRANCE AT LOCATION SHOWN ON THE PLAN- OFF OF EDGE OF EXISTING PAVEMENT ON
PITTMAN GROVE CHURCH DRIVE.
5. FLAG LIMITS OF ALL DISTURBED AREA AS SHOWN ON THE PLANS FOR INSTALLATION OF PERIMETER EROSION CONTROL
DEVICES - SILT FENCE AND SILT FENCE OUTLET WHERE SHOWN.
6. INSTALL SILT FENCE OUTLETAS SHOWN ON THE PLANS.
7. CLEAR AND GRUB SITE (WHERE REQUIRED) AND LEGALLY DISPOSE OFALL DEBRIS OFF SITE.
8. WITHIN 14 CALENDER DAYS OF COMPLETION OFANY PHASE OF GRADING, GROUND COVER SHALL BE PROVIDED ON
EXPOSED SLOPES AND PERMANENT GROUND COVER SHALL BE PROVIDED FOR ALL DISTURBED AREAS WITHIN 14
CALENDER DAYS OR 60 CALENDER DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR
DEVELOPMENT.
PHASE 2- INTERMEDIATE
1. CHECK ALL SILT FENCE AND REPAIR AS NECESSARY. ASSURE ANY ERODED AREA ARE
STABILIZED WITH TEMPORARY SEEDING AND MULCH.
2. ROUGH GRADE ROADWAY RIGHT OF WAYAREA.
3. INSTALL THE WATER SYSTEM AS SHOWN ON THE PLANS.
4. INSTALL STORM DRAINAGE SYSTEM.
5. INSTALL INLET/ OUTLET BMP'S WHERE REQUIRED.
6. CONSTRUCT PERMANENT DRAINAGE SWALES. IMMEDIATELY STABILIZE WITH SEED AND
MULCH.
7. INSTALL PERMANENT SWALE CHECK DAM.
8. GRADE AND PREPARE SUBGRADE FOR PAVEMENT AREA.
9. PLACE COMPACTED G.A.B.0 FOR ASPHALT CONSTRUCTION.
10. FINISH FINE GRADING THE ROAD RIGHT OF WAYS AND COMMON AREAS.
11. COMPLETE ALL REMAINING SITE IMPROVEMENTS.
12. PLACE ASPHALT, PAVEMENT MARKINGS, AND SIGNAGE.
PHASE 3 - FINAL
1. UPON SUBSTANTIAL COMPLETION OF ROADWAY, THE CONTRACTOR IS TO FINE GRADE
THE RIGHT OF WAY TO ENSURE PROPER DRAINAGE FLOW PATTERNS.
2. UPON COMPLETING ALL ROADWAY CONSTRUCTION AND FINAL GRADING, INSTALL
PERMANENT VEGETATION IN ALL ROAD RIGHT OF WAY AND EASEMENT AREAS.
3. UPON APPROVAL BY DEMLAR, REMOVE ALL TEMPORARY EROSION CONTROL DEVICES
SEED BED PREPARATION
1. RIP THE ENTIRE AREA TO 6" DEPTH.
2. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE
REASONABLY SMOOTH AND UNIFORM.
3. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE IN ACCORDANCE
WITH "SEEDING SCHEDULE" AND MIX WITH SOIL.
4. CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED
IS PREPARED 4 TO 6 INCHES DEEP.
5. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING
EQUIPMENT OR CULTIPACK AFTER SEEDING. SEED ACCORDING TO "SEEDING SCHEDULE."
6. MULCH IN ACCORDANCE WITH "SEEDING SCHEDULE" IMMEDIATELY AFTER SEEDING.
7. INSPECT ALL SEEDING FOR COMPLIANCE WITH THE REQUIREMENTS OF THE "SEEDING
SCHEDULE". MAKE NECESSARY REPAIRS AND RESEED WITHIN THE PLANTING SEASON,
IF POSSIBLE, OR THE DAMAGED AREA SHALL BE REESTABLISHED FOLLOWING THE ORIGINAL
LIME, FERTILIZER, AND SEEDING REQUIREMENTS.
GROUND STABILIZATION REQUIREMENTS
CONTRACTOR SHALL BE REQUIRED TO ESTABLISH GROUND
STABILIZATION AS PER FOLLOWING CHART.
SITEAREA
STABILIZATION
STABILIZATION TIME
APPLICABLE
DESCRIPTION
TIME FRAME
FRAME EXCEPTIONS
THIS PROJECT
PERIMETER DIKES,
7 DAYS
NONE
SWALES, DITCHES AND
YES
SLOPES
HIGH QUALITY WATER
7 DAYS
NONE
(HQM ZONES
NO
FLATTER THAN 4:1
SLOPES STEEPER
7 DAYS
IF SLOPES ARE 10' OR LESS
THAN 3:1
IN LENGTH AND ARE NOT
NO
STEEPER THAN 2:1 14 DAYS
ARE ALLOWED
SLOPES 3:1 OR
14 DAYS
7 DAYS FOR SLOPES GREATER
YES
FLATTER
THAN 50 FEET IN LENGTH
ALL OTHER AREAS
14 DAYS
NONE
WITH SLOPES
(EXCEPT FOR PERIMETER
YES
FLATTER THAN 4:1
AND HQWZONES)
TYPICAL GROUND COVER STABILIZATION TYPES - GRASS
AND OR SOD, WHEAT STRAW, MULCH, BIODEGRADABLE
STRAW MATTING, SYNTHETIC MATTING, ETC.
EROSION CONTROL MAINTENANCE SCHEDULE
LAND GRADING: PERIODICALLY CHECK ALL GRADED AREAS AND THE SUPPORTING EROSION AND
SEDIMENTATION CONTROL PRACTICES, ESPECIALLYAFTER HEAVY RAINFALLS. PROMPTLY REMOVE ALL
SEDIMENT FROM DIVERSIONS AND OTHER WATER -DISPOSAL PRACTICES. IF WASHOUT OR BREAKS
OCCUR, REPAIR THEM IMMEDIATELY. PROMPT MAINTENANCE OF SMALL ERODED AREAS BEFORE THEY
BECOME SIGNIFICANT GULLIES IS AN ESSENTIAL PART OF AN EFFECTIVE EROSION AND
SEDIMENTATION CONTROL PLAN.
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT: MAINTAIN THE GRAVEL PAD IN A CONDITION TO
PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC
TOP DRESSING WITH 2-INCH STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP
SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS
SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.
OUTLET STABILIZATION STRUCTURE: INSPECT RIP RAP OUTLET STRUCTURES AFTER HEAVY RAINS TO
SEE IF ANY EROSION AROUND OR BELOW THE RIP RAP HAS TAKEN PLACE OR IF STONES HAVE BEEN
DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE.
DROP INLET PROTECTION (TEMPORARY): INSPECT THE FABRIC BARRIER AFTER EACH RAIN AND MAKE
REPAIRS AS NEEDED. REMOVE SEDIMENT FROM THE POOL AREA AS NECESSARY TO PROVIDE
ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE
FABRIC DURING SEDIMENT REMOVAL. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN
ADEQUATELY STABILIZED, REMOVE ALL MATERIALS AND ANY UNSTABLE SEDIMENT AND DISPOSE OF
THEM PROPERLY. BRING THE DISTURBED AREA TO THE GRADE OF THE DROP INLET AND SMOOTH AND
COMPACT IT. APPROPRIATELY STABILIZE ALL BARE AREAS AROUND THE INLET.
SEDIMENT FENCE (SILT FENCE): INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH
RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. REMOVE SEDIMENT DEPOSITS AS NECESSARY
TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE
FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT. REMOVE ALL FENCING
MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT
AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
DUST CONTROL: MAINTAIN DUST CONTROL MEASURES THROUGH DRY WEATHER PERIODS UNTIL ALL
DISTURBED AREAS HAVE BEEN STABILIZED.
TREE PRESERVATION AND PROTECTION: REPAIR ANY DAMAGE TO PROTECTED TREE AS FOLLOW
SHOULD DAMAGE TO CROWN, TRUNK, OR ROOT SYSTEM OCCUR.
(REFERENCE NCDENR MANUAL, PAGE 6.05.3 AND 6.05.4)
REPAIR ROOTS BY CUTTING OFF THE DAMAGED AREAS AND PAINTING THEM WITH TREE PAINT.
SPREAD PEAT MOSS OR MOIST TOPSOIL OVER EXPOSED ROOTS.
REPAIR DAMAGE TO BARK BY TRIMMING AROUND THE DAMAGED AREAS AS SHOWN IN FIGURE
6.05b, TAPER THE CUT TO PROVIDE DRAINAGE, AND PAINT WITH TREE PAINT.
CUT OFF ALL DAMAGED TREE LIMBS ABOVE THE TREE COLLAR AT THE TRUNK OR MAIN BRANCH.
USE THREE SEPARATED CUTS AS SHOWN IN FIGURE 6.05c TO AVOID PEELING BARK FROM
HEALTHY AREAS OF THE TREE.
vym.:l REVISION DESCRIPTION: DATE:
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2"-3" COURSE AGGREGATE
@ 6" DEEP MINIMUM WITH
FILTER FABRIC UNDERLINER
C E TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE DETAIL
NOT TO SCALE
WASHED STONE
(NCDOT #5 OR #5 7) 18" MIN.
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RIP -RAP
CROSS SECTION
TOP OF SILT FENCE MUST TOP VIEW
RF AT 1 FAST VA Rnlli= TnP
SFO
FRONT VIEW
SILT FENCE OUTLET DETAIL
NOT TO SCALE
CONSTRUCTION SPECIFICATIONS:
1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL
VEGETATION, ROOTS, AND OTHER OBJECTIONABLE MATERIAL
AND PROPERLY GRADE IT.
2. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND
DIMENSIONS SHOWN ON THE PLANS, AND SMOOTH IT.
3. PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT
TRAP OR OTHER SUITABLE OUTLET.
4. USE GEOTEXTILE FABRICS BECAUSE THEY IMPROVE
STABILITY OF THE FOUNDATION IN LOCATIONS SUBJECT TO
SEEPAGE OR HIGH WATER TABLE.
MAINTENANCE:
1. MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT
MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE.
THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 2-INCH
STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE
USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY.
IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS
SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.
CONSTRUCTION SPECIFICATIONS:
1. SEDIMENT FILTER SHALL BE 16 INCHES HIGH BUT NO
TALLER THAN 18 INCHES.
2. CLASS A RIP -RAP SHALL BE USED AND COVERED WITH 4
INCHES OF NCDOT #5 OR #57 WASHED STONE ON THE
UPSLOPE SIDE.
3. PLACE CLEAN GRAVEL ON A 2:1 SLOPE WITH HEIGHT OF 16
INCHES.
4. POST SHALL BE NO MORE THAN 4 FEET APART.
5. SITE OUTLET AT ANY POINT SMALL CONCENTRATED FLOWS
ARE ANTICIPATED AND AT THE DIRECTION OF THE INSPECTOR.
6. OUTLETS TO BE PLACED AT LOW POINTS ALONG SILT
FENCE.
7. SEE SILT FENCE DETAIL FOR CONSTRUCTION
SPECIFICATIONS.
MAINTENANCE
INSPECT DAM AND CHANNELS AT LEAST WEEKLY AND AFTER
EACH SIGNIFICANT (112 INCH OR GREATER) RAINFALL EVENT AND
REPAIR IMMEDIATELY. CLEAN OUT SEDIMENT, STRAW, LIMBS, OR
OTHER DEBRIS THAT COULD CLOG THE CHANNEL WHEN
NEEDED.
ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE DAM
AND EROSION FROM HIGH FLOWS AROUND THE EDGES OF THE
DAM. CORRECT ALL DAMAGE IMMEDIATELY. IF SIGNIFICANT
EROSION OCCURS AROUND DAM, ADDITIONAL MEASURES CAN
BE TAKEN SUCH AS, INSTALLING A PROTECTIVE RIPRAP LINER IN
THAT PORTION OF THE CHANNEL (PRACTICE 6.31, RIPRAP-LINE
AND PAVED CHANNELS).
REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS
NEEDED TO PREVENT DAMAGE TO CHANNEL VEGETATION,
ALLOW THE CHANNEL TO DRAIN THROUGH THE DAM, AND
PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE
DAM.
ADD STONES TO DAM AS NEEDED TO MAINTAIN DESIGN HEIGHT
AND CROSS SECTION.
WOVEN GEOSYNTHETIC
FILTER FABRIC
EXTEND FABRIC AND
WIRE INTO TRENCH
COMPACTED
BACKFILL -
STEEL POSTS
8' O.C. W/WIRE
zi
if
NOTE: J ' I
REMOVE SEDIMENT DEEPER THAN
12". REPAIR ANY UNDERMINE �
IMMEDIATELY.
CONSTRUCTION SPECIFICATIONS:
CONSTRUCTION:
1. CONSTRUCT THE SEDIMENT BARRIER OF STANDARD
STRENGTH OR EXTRA STRENGTH SYNTHETIC FILTER FABRICS.
2. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES
NOT EXCEED 24 INCHES ABOVE GROUND SURFACE.
3. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS
ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID
JOINTS. WHEN JOINTS ARE NECESSARY, SECURELY FASTEN
THE FILTER CLOTH ONLYAT A SUPPORT POST WITH 4 FEET
MINIMUM OVERLAP TO THE NEXT POST.
4. SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE
MESH FASTENED SECURELY TO THE UPSLOPE SIDE OF THE
POSTS. EXTEND THE WIRE MESH SUPPORT TO THE BOTTOM
OF THE TRENCH. FASTEN THE WIRE REINFORCEMENT, THEN
FABRIC ON THE UPSLOPE SIDE OF THE FENCE POST. WIRE OR
PLASTIC ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE
STRENGTH.
5. WHEN A WIRE MESH SUPPORT FENCE IS USED, SPACE
POSTS A MAXIMUM OF 8 FEET APART. SUPPORT POSTS
SHOULD BE DRIVEN SECURELY INTO THE GROUND A MINIMUM
OF 24 INCHES.
6. EXTRA STRENGTH FILTER FABRIC WITH 6 FEET POST SPACING
DOES NOT REQUIRE WIRE MESH SUPPORT FENCE. SECURELY
FASTEN THE FILTER FABRIC DIRECTLY TO THE POSTS. WIRE OR
PLASTIC ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE
STRENGTH.
7. EXCAVATE A TRENCH APPROXIMATELY 4 INCHES WIDE AND 8
INCHES DEEP ALONG THE PROPOSED LINE OF POSTS AND UPSLOPE
FROM THE BARRIER.
8. PLACE 12 INCHES OF THE FABRIC ALONG THE BOTTOM AND SIDE
OF THE TRENCH.
9. BACKFILL THE TRENCH WITH SOIL PLACED OVER THE FILTER
FABRIC AND COMPACT. THOROUGH COMPACTION OF THE BACKFILL
IS CRITICAL TO SILT FENCE PERFORMANCE.
10. DO NOT ATTACH FILTER FABRIC TO EXISTING TREES.
SILT FENCE DETAIL -
SF
NOT TO SCALE
2" X 2" WOOD STAKES
OR 1.25#/FT STEEL
POST
FLOW
TOP VIEW
OF DITCH
MATERIAL:
1. USE SYNTHETIC FILTER FABRIC OF AT LEAST 95% BY WEIGHT OF
POLYOLEFIN OR POLYESTER, WHICH IS CERTIFIED BY THE
MANUFACTURER OR SUPPLIER AS CONFORMING TO THE
REQUIREMENTS IN ASTM D 6461.
2. ENSURE THAT POSTS FOR SEDIMENT FENCES ARE 1.33 LB/LINEAR
FT STEEL WITH A MINIMUM LENGTH OF 4 FEET. MAKE SURE THAT
STEEL POSTS HAVE PROJECTIONS TO FACILITATE FASTENING THE
FABRIC.
3. FOR REINFORCEMENT OF STANDARD STRENGTH FILTER FABRIC,
USE WIRE FENCE WITH A MINIMUM 14 GAUGE AND A MAXIMUM
MESH SPACING OF 6 INCHES.
MAINTENANCE:
1. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER
EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
2. SHOULD THE FABRIC OF SEDIMENT FENCE COLLAPSE, TEAR,
DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE
ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE
PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING
THE FENCE DURING CLEANOUTS
4. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT
DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT
AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY
STABILIZED.
SEDIMENT TUBE SPACING
2.0 SPACING TYPICAL
CONTINUOUS ALONG
TUBE
END VIEW OF DITCH
STAKES
PLACED AT
2' MINIMUM
SPACING
SLOPE
MAXIMUM SEDIMENT TUB SPACING
LESS THAN 2%"
150-FEET
2%"
100-FEET
3%
75-FEET
4%"
50-FEET
5%"
40-FEET
6%"
30-FEET
GREATER THAN 6%
25-FEET
ST SEDIMENT TUBE
SCALE: N.T.S.
4
5
y
6
REVISION DESCRIPTION
DESIGNED BY: JEH
DATE:
DRAWN BY: ELF
APPROVED BY: JEH
SHEET.
8
CIVIL

COMP,
CONSTRUCTION SPECIFICATIONS
1. REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, STUMPS, AND OTHER OBJECTIONABLE
MATERIAL.
2. ENSURE THAT THE MINIMUM CONSTRUCTED CROSS SECTION MEETS ALL DESIGN REQUIREMENTS.
STAKE TO
SUPPORT WIRE
SUPPORT ROPE
TO WIRE TO
PREVENT SAGGING
COIR MESH OR SIMILAR,
STAPLED OR TRENCHED U v
INTO BOTTOM OR SIDE
3. ENSURE THAT THE TOP OF THE DIKE IS NOT LOWER AT ANY POINT THAN THE DESIGN ELEVATION PLUS
THE SPECIFIED SETTLEMENT.
4. PROVIDE SUFFICIENT ROOM AROUND DIVERSIONS TO PERMIT MACHINE REGRADING AND CLEANOUT.
5. VEGETATE THE RIDGE IMMEDIATELY AFTER CONSTRUCTION, UNLESS IT WILL REMAIN IN PLACE LESS THAN
30 WORKING DAYS.
MAINTENANCE
INSPECT TEMPORARY DIVERSIONS ONCE WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE
SEDIMENT FROM THE FLOWAREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK OUTLETS AND
MAKE TIMELY REPAIRS AS NEEDED. WHEN THE AREA PROTECTED IS PERMANENTLY STABILIZED, REMOVE
THE RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL AND APPROPRIATELY
STABILIZE IT.
3do
V
X
oil
ice
TEMPORARY DIVERSIONS
SCALE: N.T.S.
Pipe Outlet to Flat Area —
No Well-defined Channel
Plan
Ago
Pipe Outlet to Wall -defined
Channel
Notes
1. La is the length of the riprap
apron.
2. d =1.5 times the maximum
stone diameter but not less
than 6".
3. In a well-defined channel ex-
tend the apron up the channel
banks to an elevation of 6"
above the maximum tailwater
depth or to the top of the bank,
whichever is less.
4. A filter blanket or filter fabric
should be insta€led between
the riprap and soil foundation.
RIP RAP OUTLET PROTECTION
NOT TO SCALE
EMBANKMENT
EARTHEN
CONSTRUCTION SPECIFICATIONS
1. ENSURE THAT THE SUBGRADE FOR THE FILTER AND RIPRAP FOLLOWS THE
REQUIRED LINES AND GRADES SHOWN IN THE PLAN. COMPACT ANY FILL REQUIRED
IN THE SUBGRADE TO THE DENSITY OF THE SURROUNDING UNDISTURBED MATERIAL.
LOWAREAS IN THE SUBGRADE ON UNDISTURBED SOIL MAYALSO BE FILLED BY
INCREASING THE RIPRAP THICKNESS.
2. THE RIPRAP AND GRAVEL FILTER MUST CONFORM TO THE SPECIFIED GRADING
LIMITS SHOWN ON THE PLANS.
3. FILTER CLOTH, WHEN USED, MUST MEET DESIGN REQUIREMENTS AND BE
PROPERLY PROTECTED FROM PUNCHING OR TEARING DURING INSTALLATION.
REPAIR ANY DAMAGE BY REMOVING THE RIPRAP AND PLACING ANOTHER PIECE OF
FILTER CLOTH OVER THE DAMAGED AREA. ALL CONNECTING JOINTS SHOULD
OVERLAP SO THE TOP LAYER IS ABOVE THE DOWNSTREAM LAYER A MINIMUM OF 1
FOOT. IF THE DAMAGE IS EXTENSIVE, REPLACE THE ENTIRE FILTER CLOTH.
4. RIPRAP MAY BE PLACED BY EQUIPMENT, BUT TAKE CARE TO AVOID DAMAGING
THE FILTER.
5. THE MINIMUM THICKNESS OF THE RIPRAP SHOULD BE 1.5 TIMES THE MAXIMUM
STONE DIAMETER.
6. RIPRAP MAY BE FIELD STONE OR ROUGH QUARRY STONE. IT SHOULD BE HARD,
ANGULAR, HIGHLY WEATHER -RESISTANT AND WELL GRADED.
7. CONSTRUCT THE APRON ON ZERO GRADE WITH NO OVERFILL AT THE END. MAKE
THE TOP OF THE RIPRAP AT THE DOWNSTREAM END LEVEL WITH THE RECEIVING
AREA OR SLIGHTLY BELOW IT.
8. ENSURE THAT THE APRON IS PROPERLY ALIGNED WITH THE RECEIVING STREAM
AND PREFERABLY STRAIGHT THROUGHOUT ITS LENGTH. IF CURVE IS NEEDED TO
FIT SITE CONDITIONS, PLACE IT IN THE UPPER SECTION OF THE APRON.
9. IMMEDIATELY AFTER CONSTRUCTION, STABILIZE ALL DISTURBED AREAS WITH
VEGETATION (PRACTICES 6.10, TEMPORARY SEEDING, AND 6.11, PERMANENT
SEEDING).
MAINTENANCE
INSPECT RIPRAP OUTLET STRUCTURES WEEKLYAND AFTER SIGNIFICANT (112 INCH OR
GREATER) RAINFALL EVENTS TO SEE IF ANY EROSION AROUND OR BELOW THE RIPRAP HAS
TAKEN PLACE, OR IF STONES HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED
REPAIRS TO PREVENT FURTHER DAMAGE.
STEEL
POST (TYP.)
L SUPPORT POST
24" INTO BOTTOM
OR SIDE (TYP.)
BAFFLE SECTION
INLET ZONE
35% OF SURFACE AREA /
i
FIRST CHAMBER
25% OF SURFACE AREA
OUTLET
BAFFLE PLAN
CONSTRUCTION SPECIFICATIONS:
GRADE THE BASIN SO THAT THE BOTTOM IS LEVEL FRONT TO BACK AND SIDE TO
SIDE.
INSTALL POSTS OR SAW HORSES ACROSS THE WIDTH OF THE SEDIMENT TRAP.
STEEL POSTS SHOULD BE DRIVEN TO A DEPTH OF 24", SPACED A MAXIMUM OF 4'
APART, AND INSTALLED UP THE SIDES OF THE BASIN AS WELL. THE TOP OF THE
FABRIC SHOULD BE 6" HIGHER THAN THE INVERT OF THE SPILLWAY. TOPS OF BAFFLES
SHOULD BE 2" LOWER THAN THE TOP OF THE BERMS.
INSTALL AT LEAST THREE ROWS OF BAFFLES BETWEEN THE INLET AND OUTLET
DISHARGE POINT. BASINS LESS THAN THE TOP OF THE BERMS.
WHEN USING POSTS, ADD A SUPPORT WIRE OR ROPE ACROSS THE TOP OF THE
MEASURE TO PREVENT SAGGING.
WRAP POROUS MATERIAL, LIKE JUTE BACKED BY COIR MATERIAL, OVER A SAWHORSE OR
THE TOP WIRE. HAMMER REBAR INTO THE SAWHORSE LEGS FOR ANCHORING. THE
\14 FABRIC SHOULD HAVE FIVE TO TEN PERCENT OPENINGS IN THE WEAVE. ATTACH FABRIC
TO A ROPE AND A SUPPORT STRUCTURE WITH ZIP TIES, WIRE OR STAPLES.
BAFFLE (TYP.)
SECOND CHAMBER
25% OF SURFACE AREA
OUTLET ZONE
15% OF SURFACE AREA
THE BOTTOM AND SIDES OF THE FABRIC SHOULD BE ANCHORED IN A TRENCH OR
PINNED WITH 8" EROSION CONTROL MATTING STAPLES.
DO NOT SPLICE THE FABRIC, BUT USE A CONTINUOUS PIECE ACROSS THE BASIN
MAINTENANCE:
INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY
REQUIRED REPAIRS IMMEDIATELY.
BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A BAFFLE
COLLAPSE, TEAR DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
REMOVE SEDIMENT DEPOSITS WHEN IT REACHED HALF FULL TO PROVIDEADEQUATE
STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PROESSURE ON THE BAFFLES.
TAKE CARE TO AVOID DAMAGING THE BAFFLES DURING CLEANOUT. SEDIMENT DEPTH
SHOULD NEVER EXCEED HALF THE DESIGNED STORAGE DEPTH.
AFTER CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED, REMOVE ALL
BAFFLE MATERIALS AND UNSTABLE SEDIMENT DEPOSITS, BRING THE AREA TO GRADE,
AND STABILIZE IT.
# SEDIMENT TRAP
SCALE: N.T.S.
ISYM.:l REVISION DESCRIPTION: DATE:
CA R
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SHEET:
9
CIVIL
4
5
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244
242
240
238
236
234
232
230
228
226
224
222
WATERMAIN PLAN VIEW
SCALE: 1 "=50'
EXISTING GRADE r- PROPOSED GRADE
EX. Bin W L I I I I I I --t __ I\ I 1 1 / I I I I I I I I I I I 1 1 I' —T 1 T_ I
3.0' MIA
DEPTH
TA
LL CROSSING SHOWN ARE
PPROXIMATE-CONTRACTOR
HALL FIELD VERIFY INVERTS
ND PROVIDE ADEQUATE SEPARATION
1--I—_t--I--�-
8" SDR-21 PVC
WATERMAIN
"SEPARATION
5" R
Vv=
CL ROAD STA. 6+29.00
1 - FIRE HYDRANT
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00
WATERMAIN PROFILE
SCALE: Hoz. 1"=50' Vert. 1" = 5'
LO
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GENERAL UTILITY CONSTRUCTION NOTE:
1) ALL WORKAND MATERIAL SHALL CONFORM TO HOKE COUNTY SPECIFICATION.
2) THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO
BEGINNING WORK. ANY DAMAGE TO EXISTING CULVERTS, WATERLINES AND OTHER
UTILITIES DURING CONSTRUCTION WILL BE REPAIRED AT THE CONTRACTOR'S
EXPENSE.
3) PIPE SEPARATION: THE FOLLOWING MINIMUM PIPE SEPARATION WILL BE MAINTAINED:
-24 INCHES VERTICAL SEPARATION BETWEEN CROSSING OF SANITARY SEWER
AND STORM SEWERS;
-18 INCHES VERTICAL SEPARATION BETWEEN CROSSING OF WATER MAINS AND
STORM SEWERS OR SANITARY SEWERS (INCLUDING FORCE MAINS);
-10 FEET HORIZONTAL SEPARATION BETWEEN PARALLEL SANITARY SEWERS
(INCLUDING FORCE MAINS) AND WATER MAINS.
IF THESE SEPARATIONS CANNOT BE MAINTAINED (BOTH HORIZONTAL AND/OR VERTICAL)
OR ANYTIME THE SEWER IS OVER THE WATER MAIN, BOTH WATER AND SEWER MUST
BE DUCTILE IRON PIPE COMPLYING WITH PUBLIC WATER SUPPLY DESIGN STANDARDS
AND BE PRESSURED TESTED TO 150 PSI TO ASSURE WATERTIGHTNESS BEFORE
BACKFILLING.
3. ALL WATER SERVICE SHALL BE I" PE UNLESS OTHERWISED NOTED.
EXISTING GRADE PROPOSED GRADE
3.0' MIN 52 LF 16" STEEL
DEPTH CASING
CL ROA STA. 11+15.00
1 - FIRE HYDRANT
ASSEMBLY
CL ROAD S A. 15+40
1 - FIRE HYDRANT
ASSEMBLY 1 - 8"x 8" T E
3 - 8" GATE VALVE
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00
WATERMAIN PROFILE
SCALE: Hoz. 1"=50' Vert. 1" = 5'
Know what's below
Call before you dig.
® Dial811
Or Call 800- 632-4949
244
242
240
238
236
234
232
230
228
226
224
222
16+50
Lot 18
Lot 17
SCALE IN FEET
0' 25 50
REVISION DESCRIPTION
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ELF
APPROVED BY.,
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SHEET.
10
CIVIL

240
238
236
234
232
230
228
226
224
222
220
/ 6
SINGLE WATER
Qe METER (TYP.j)-)
wti
8" SDR- 21 PVC
WATERMAIN
_ 5'FROM
�
/— I ), / 01 231 B O C
PROPOSED 4'
WIDE SIDEWALK
z30
--
/ c'�
SINGLE
0WA TER
METER
(TYP. OF ALL) '
0
8" PLUGGED TAPPED
° 2" NPT�
r (. XO
234'
END WATERLINE
STA. 3+27.17 ,\
.0
WATERMAIN
WATERMAIN PLAN VIEW: SOUTH
SCALE: 1 "=50'
wti
T
r`X-
I - 8"X 8" TEE � 8" SDR- 21 PVP
0 3 - 8" GATE VALVE 0` WATERMAIN XO>
E2 PROPOSED 4'
WIDE SIDEWALK
5' FROM
BOC
+ 0+501 +
EXISTING GRADE
-KEPT
1 - 8" x " TEE
1- 8" GATE VALVE
8" SDR-21 PVC
WATE MAIN
STA. 3+27.00
8" PLUGGED TAPPED
0+00 0+50 1+00 1+50 2+00 2+50
WATERMAIN PROFILE: SOUTH
SCALE: Hoz. 1"=50' Vert. 1" = 5'
240
238
236
234
232
230
228
226
224
222
220
3+00 3+50
Proposed Street
(50 R/W)
� o
GENERAL UTILITY CONSTRUCTION NOTE
/
1)ALL WORKAND MATERIAL SHALL CONFORM TO HOKE COUNTY SPECIFICATION.
0J
2) THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO
BEGINNING WORK. ANY DAMAGE TO EXISTING CULVERTS, WATERLINES AND OTHER
1 !�
�•0.
UTILITIES DURING CONSTRUCTION WILL BE REPAIRED AT THE CONTRACTOR'S
EXPENSE.
3) PIPE SEPARATION: THE FOLLOWING MINIMUM PIPE SEPARATION WILL BE MAINTAINED:
-24 INCHES VERTICAL SEPARATION BETWEEN CROSSING OF SANITARY SEWER
AND STORM SEWERS;
-18 INCHES VERTICAL SEPARATION BETWEEN CROSSING OF WATER MAINS AND
STORM SEWERS OR SANITARY SEWERS (INCLUDING FORCE MAINS);
-10 FEET HORIZONTAL SEPARATION BETWEEN PARALLEL SANITARY SEWERS
`.\
(INCLUDING FORCE MAINS) AND WATER MAINS.
`\
IF THESE SEPARATIONS CANNOT BE MAINTAINED (BOTH HORIZONTAL AND/OR VERTICAL)
OR ANYTIME THE SEWER IS OVER THE WATER MAIN, BOTH WATER AND SEWER MUST
BE DUCTILE IRON PIPE COMPLYING WITH PUBLIC WATER SUPPLY DESIGN STANDARDS
XO \`
AND BE PRESSURED TESTED TO 150 PSI TO ASSURE WATERTIGHTNESS BEFORE
BACKFILLING.
SINGLE WATER \
METER
3. ALL WATER SERVICE SHALL BE I" PE UNLESS OTHERWISED NOTED.
\ ) TYP. OF ALL
\
ND WATERLINE
S TA. 3+89.51
JGGED TAPPED
ED
2" NPT � xx
y�
WATERMAIN PLAN VIEW: NORTH
244
242
240
238
236
234
232
230
228
226
224
222
SCALE: 1 "=50'
I 1-8"xV'TEE
:: ./
SCALE IN FEET
0' 25 50 100
8" SDR-21 PVC
WATERMAIN
MIA
`i
244
242
240
238
236
234
232
230
228
226
224
222
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00
WATERMAIN PROFILE: NORTH
SCALE: Hoz. 1"=50' Vert. 1" = 5'
Know what's below
Call before you dig.
® Dial811
Or Call 800- 632-4949
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I
REVISION DESCRIPTION
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SHEET:
11
CIVIL

FIRE HYDRANT SHALL BE MUELLER BRAND,
CONTACT HOKE COUNTY PUBLIC UTILITIES FOR
MORE INFORMATION.
MINIMUM 36" HORIZONTAL
CLEARANCE FROM ANY OBJECT
FLANGE MUST
BE ABOVE GRADE
MAX. 6"
#57 STONE
SURROUND JOINTS
MIN. 7 CU. FT.
•
p a .d • •
da •
CONCRETE
THRUST <:
BLOCK (TYP.) e< .
CONCRETE
lll Ill Tri I THRUST
BLOCK
(TYP.)
HORIZONTAL BEND
ASIDE EXCAVATIONS (TYP.)
TEE
ALL BEARING
SURFACES
SHALL BE AGAnvo 1
UNDISTURBED
GROUND (TYP.)
FIRE HYDRANT, PUMPER NOZZLE
TO BE PERPENDICULAR TO STREET
18" MIN.
ABOVE GRADE
COMPACTED BACKFILL
(TAMPED IN 6" LIFTS)
6" DUCTILE
IRON PIPE
314" THREADED ROD
(2 REQUIRED) - USE
CONC. THRUST BLOCK
X-6" MIA
COVER
80 lb. CONC.
BLOCKING
5'
6" THICK CONCRETE
COLLAR @ 24'x24'x6"
CAST -IN -PLACE
6" GATE VALVE
AND BOX
ANCHORING TEE
a a
di p
d
a
CONCRETE
THRUST
BLOCK (TYP.)
FIRE HYDRANT ASSEMBL Y DETAIL -
NOT TO SCALE
MINIMUM BEARING AREA EACH DIRECTION
OF THRUST IN SQUARE FEET
(based on soil supporting value of2,000psf@ 200 psig test pressure)
PIPE
SIZE
TEES &
DEADENDS
900
ELBOWS
450 ELBOW
& CROSSES
22-1120
ELBOWS
6"
4
6
3
2
8"
7
10
5
3
12"
15
21
11
6
CROSS
SIDE EXCAVATIONS
(TYP.)
=III— IlUT lli
:ONCRETE
;HALL BE KEPT I I
'LEAR OF PIPE
OINTS (TYP.) TAPPING SLEEVE AND
VAL VE
CONCRETE THRUST BLOCK DETAIL
TAPPING
SLEEVE
24'x24'x6" THICK
CONCRETE PAD
CAST IN PLACE
MIN. 2" S9.5B
ASPHALT PAVEMENT
** .
IIIIIIII BASE COURSE
CAST IRON
VALVE BOX
GA TE
VALVE
NOTE:
ALL GATE VALVES SHALL BE PLACED
ON AN 80 LB. BAG OF SACRETE.
VALVE BOX IN PAVEMENT DETAIL
18'x18'k6" THICK
CONCRETE PAD
CAST IN PLACE
OR PRE -CAST
NOT TO SCALE
112"
CAST IRON
VALVE BOX
TAPPING
VALVE
® ® !Ll
NOTE:
ALL GATE VALVES SHALL BE PLACED
ON AN 80 LB. BAG OF SACRETE.
TAPPING SLEEVE AND VALVE DETAIL
NOT TO SCALE
NOTES:
1. THRUST BLOCKS SHALL BE INSTALLED ON ALL WATER DISTRIBUTION LINES 61, THRU
12" DIAMETER IN THE MANNER SHOWN. JOINT RESTRAINING FLANGES AND
GASKETS THAT MEET "LOCAL GOVERNING AUTHORITY" SPECIFICATIONS ARE AN
ACCEPTABLE ALTERNATE FOR RETRAINT.
2. PIPE GREATER THAN 121NCH DIAMETER SHALL REQUIRE RESTRAINT JOINT PIPE
FOR THE PROPER LENGTH.
3. COMPACT FITTINGS ARE NOT ACCEPTABLE. STANDARD FITTINGS SHALL BE USED
WITH CONCRETE THRUST BLOCKING OR ALTERNATE JOINT RESTRAINT.
4. NO CONCRETE SHALL BE PLACED ON BOLTS. WRAP JOINT FITTINGS WITH PLASTIC.
5. CONCRETE SHALL BE A MINIMUM 3,000 PSI.
6. ALL BEARING SURFACES SHALL BE AGAINST UNDISTURBED SOIL.
7. USE OF RESTRAINED JOINT DUCTILE IRON WILL BE REQUIRED IF SOIL CONDITIONS
DO NOT ALLOW THE USE OF THRUST BLOCKS.
8. ALL VERTICAL BENDS SHALL BE RESTRAINED USING RESTRAINED JOINT DUCTILE
IRON PIPE FOR THE REQUIRED DISTANCE BASED UPON THE PIPE DIAMETER.
18'x18'k6" THICK
CONCRETE PAD
CAST IN PLACE
OR PRE -CAST
CAST IRON
VALVE BOX
112"
GATE
VALVE
NOTE:
ALL GATE VALVES SHALL BE PLACED
ON AN 80 LB. BAG OF SACRETE.
VALVE BOX IN GRASS DETAIL
NOT TO SCALE
MIN. EXCAVATED
TRENCH WIDTH
PIPE WIDTH + 12"
FINAL
BACKFILL
WATER UTILITY GENERAL NOTES
1. CONTRACTOR SHALL REPAIR ALL WATER LATERALS AND MAINS DAMAGED DURING CONSTRUCTION. THE
CONTRACTOR SHALL REPORT IMMEDIATELY ALL WATER MAIN AND LATERAL BREAKS TO THE PROJECT
COORDINATOR.
2. THE CONTRACTOR SHALL NOT USE HOUSE HOSE BIBBS OR ANY OTHER METHOD OF BLOW OFF WHICH
ALLOWS DOMESTIC WATER CONTAINING SEDIMENTS OR HIGH LEVELS OF CHLORINE TO PASS THRU
RESIDENT'S METERS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES RESULTING FROM
ALLOWING "DIRTY" WATER TO ENTER RESIDENT'S PLUMBING SYSTEM, SUCH AS WATER HEATERS,
STAINED CLOTHING, CLOGGED SCREENS, ETC.
3. ALL EXISTING UTILITIES IMPACTED BY CONSTRUCTION SHALL BE ADJUSTED TO FINISHED GRADE..
4. ALL WORK ON "LOCAL GOVERNING AUTHORITY" WATER UTILITIES (MAINS, LATERALS, ETC) SHALL BE
PERFORMED BYA LICENSED UTILITY CONTRACTOR.
9. SEPARATION REQUIREMENTS:
PIPE SEPARATION: THE FOLLOWING MINIMUM PIPE SEPARATION WILL BE MAINTAINED:
-24 INCHES VERTICAL SEPARATION BETWEEN CROSSING OF SANITARY SEWER
AND STORM SEWERS;
-18 INCHES VERTICAL SEPARATION BETWEEN CROSSING OF WATER MAINS AND
STORM SEWERS OR SANITARY SEWERS (INCLUDING FORCE MAINS);
-10 FEET HORIZONTAL SEPARATION BETWEEN PARALLEL SANITARY SEWERS
(INCL UDING FORCE MAINS) AND WATER MAINS.
IF THESE SEPARATIONS CANNOT BE MAINTAINED (BOTH HORIZONTAL AND/OR VERTICAL) OR ANYTIME THE
SEWER IS OVER THE WATER MAIN, BOTH WATER AND SEWER MUST BE DUCTILE IRON PIPE COMPLYING WITH
PUBLIC WATER SUPPLY DESIGN STANDARDS AND BE PRESSURE TESTED TO 150 PSI TO ASSURE
WATERTIGHTNESS BEFORE BACKFILLING.
EXPANSION
CONNECTION
ANGLED KEY
VALVE INLET
I" CTS PACK
JOINT INLET
LOW
CAST IRON LID
METERS TO BE
INSTALLED BY
HOKE COUNTY
CHECK VALVE
CAST IRON
METER BOX
PROVIDE 3/4'-5/8" CONNECTION
FOR FUTURE METER
1"P.E. SERVICE LINE
I" CORPORATION STOP NOTES:
1. CONTRACTOR SHALL PLACE TRACER
MAIN X 1 " SADDLE WIRE ALONG LENGTH OF EACH SERVICE
AND PULLED INTO SERVICE BOX.
2. PROVIDE 3/4"-5/8" CONNECTION FOR
FUTURE METER.
TYPICAL SERVICE CONNECTION DETAIL
NOT TO SCALE
NOTES:
1. ALL EXCAVATION SHALL COMPLY WITH THE TERMS AND CONDITIONS OF THE
CONSTRUCTION STANDARDS FOR EXCAVATIONS IN OSHA "SAFETYAND HEALTH
REGULATIONS FOR CONSTRUCTION", CHAPTER XVII OF TITLE 29, CFR, PART 1926.
THE CONTRACTOR SHALL HAVE A COMPETENT PERSON ON SITE AT ALL TIMES
INITIAL DURING EXCAVATION AND BACKFILLING.
z
I I
BACKFILL z
2.
CONTRACTOR SHALL USE TRENCH BOX SHORING IN ALL OPEN CUTS IN PAVED
LU
AREAS. TRENCH WIDTH SHALL BE MAINTAINED AT THE MINIMUM PRACTICAL WIDTH.
II I II
m
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w
3.
SEE PLANS FOR MINIMUM COVER.
a
a
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a
4.
LOOSE SOIL OR SELECT MATERIAL IS DEFINED AS " NATIVE" SOIL EXCAVATED FROM
THE TRENCH, FREE OF ROCKS, FOREIGN MATERIAL AND FROZEN EARTH.
�I II
BEDDING
5.
BEDDING MATERIAL SHALL EXTEND TO UNDISTURBED TRENCH WALLS AND TRENCH
I II
BOTTOM. BEDDING MATERIAL WILL T BE PAID FOR UNLESS ECIFICALLY
BACKFILL LIGHTLY TO 12"ABOVE
�I
I I III III, III, III, III -III III III, III=,
ND ONLY FOR THE AUTHORIZED
APPROVED BY THE PROJECT REPRESENTATIVE
PIPE IN 6" LIFTS (95% MAX
QUANTITY.
DENSITY IN MAX 12" LIFTS FOR
NON -PAVED AREAS.
NOTE:
4" MIN SUITABLE LOOSE
6.
WHERE NATIVE SOIL IS DETERMINED TO BE ADEQUATE BY THE ENGINEER, NO
SOIL BEDDING FROM TRENCH
EXCAVATION BELOW THE BOTTOM OF PIPES IS REQUIRED.
EXCAVATION
BEDDING SHALL BE SMOOTH TRENCH
7.
BEDDING MATERIAL SHALL BE PROPERLY RODDED AND COMPACTED AROUND THE
BOTTOM, OR COMPACTED LOOSE FILL
PIPE HAUNCHES.
MATERIAL AS REQUIRED TO PROVIDE
A FIRM, STABLE AND UNIFORM
8.
TEST FOR DENSITY OF COMPACTION MAY BE MADE AT THE OPTION OF THE
SUPPORT FOR THE FULL LENGTH
ENGINEER AND DEFICIENCIES SHALL BE CORRECTED BY THE CONTRACTOR AT NO
OF PIPE.
ADDITIONAL COST TO THE OWNER. THE ENGINEER MAY HAVE COMPACTION TEST
PERFORMED AFTER THE BACKFILL IS COMPLETE. CONTRACTOR SHALL BE
REQUIRED TO EXCAVATE TO VARIOUS ELEVATIONS FOR DENSITY TESTING
EXCAVATION, BACKFILL AND RECOMPACTION SHALL BE PERFORMED AT NO
ADDITIONAL COSTS TO THE OWNER.
WATER MAIN BEDDING DETAIL
NOT TO SCALE Ym REVISION DESCRIPTION
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SHEET:
12
CIVIL

I \
\ Terry Long
D.B. 1121, Pg. 634 01
1 I \
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1 \ sF I Southeastern Construction of Rockfish, LLC
\ William Malcolm McPhail, Jr. Tract / / \ ° b (
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\ \ CLASS A RIP -RAP APRON I /
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\ \ AT OUTLET END.
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\ Inv Out =231.30'
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/ {wM wM — — A C n �x
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STA.0+00 I N:545,283.40 / / ® \ F2 0 /
N: 454,304.12 1 1 E: 1,967,949.29 / / \` — — — — — CO ,,M/ _b Z— Eop = 234.24' \�
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1. INSTALL ASPHALT PAVEMENT PER NCDOT REQUIREMENTS (SEE DETAIL)
2. INSTALL 24 " CONCRETE WEDGE CURB & GUTTER PER NCDOT REQUIREMENTS (SEE
DETAIL)
PVI STA. 5+68.00
PVI ELEV 234.55'
SAG STA. 5+60.60
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STORM DRAINAGE
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PVI STA. 8+55.56
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ROAD NAME PLAN VIEW SCALE IN FEET
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ROAD NAME PROFILE
SCALE: HORIZ. 1 "=30' VERT. 1 "=5'
3+00
3+50
246
244
242
240
238
236
234
232
230
228
226
224
222
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246
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NOTES:
1. INSTALL ASPHALT PAVEMENT PER NCDOT REQUIREMENTS (SEE DETAIL)
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SWALE - SEE
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Know what's below
Call before you dig.
® Dial811
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246
244
242
240
238
236
234
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230
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SCALE IN FEET
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REVISION DESCRIPTION
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16
CIVIL

CONVEYANCE SWALE NO.8a
SLOPE @ 0.88%
SIDE SLOPES: 3:1
BOT WIDTH: 6'
LINER: SEED & MULCH
w/ CONTRACTOR'S BLEND
CONVERYANCE SWALE NO.9B
L
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NOTES.
1. PIPE LENGTHS SHOWN ABOVE INCLUDE THE FLARED END SECTIONS WHERE
APPLICABLE.
2. RIM ELEVATIONS REPRESENT FINISH GRADE ELEVATION WHERE APPLICABLE. CURB
INLETS NOTE EOP GRADE CENTERED ON STRUCTURE AT EDGE OF PAVEMENT, SEE
CONCRETE CURB AND GUTTER DETAIL.
3. ALL PIPE LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE. CONTRACTOR
TO ORDER PIPE MATERIAL BASED ON ACTUAL INSTALLED LENGTHS NEEDED.
4. ALL STORM DRAIN PIPE TO BE CLASS 3 REINFORCED CONCRETE, UNLESS
OTHERWISE NOTED ON PLANS.
5. CURB INLETS AND ALL BOX CONSTRUCTION MUST PER NCDOT SPECIFICATIONS.
CONSTRUCTION OF STRUCTURE IS TO MEET NCDOT REQUIREMENTS.
6. DATA REQUIRED FOR PREPARATION OF RECORD DRAWINGS SHALL BE OBTAINED
AND RECORDED BY THE CONTRACTOR AT THE TIME OF INSTALLATION. THE DATA
SHALL BE ACCUMULATED BY THE CONTRACTOR DURING THE CONSTRUCTION
PERIOD AND EVIDENCE PROVIDED TO THE ENGINEER AS PART OF THE MONTHLY
PAY REQUEST. PAY REQUESTS WILL NOT BE APPROVED BY THE ENGINEER IF THIS
DATA IS NOT SUBMITTED WITH THE PAY REQUEST. THE CONTRACTOR IS TO
PROVIDE NEAT AND LEGIBLE COMPLETED RECORD DRAWINGS TO THE ENGINEER
AT THE COMPLETION OF THE PROJECT.
7. ALL DRAINAGE EASEMENTS ARE TO BE CLEARED AND ARE TO REMAIN FREE AND
CLEAR OF ALL OBSTRUCTIONS AND STRUCTURES.
8. ALL SIDE LOT SWALES ARE TO REMAIN FREE AND CLEAR OF STRUCTURES AND
I--_---- ----w
+34.fi2------------A-----------r20,420 �spa
--- -- - -- ----------CONVERYANCE SWALE NO.9A 2 '
sLOPE @ 2.0 �� � Lot 9 Lot 10 Lot
11__, Lot 12
SIDE SLOPES : 3:1
B T WIDTH
1 ,
1 � � Lot 8
I 1 111 �� ii ii LINER:SEED &MULCH �'% � i � iw/CO ACTO 'SBL D PERMANENT SWALE
WITH SIDE SLOPE 3:1,Lot 3
07Acres CI-2BOT. WIDTH, 6' REFERENCE SHEET 13LINER: SEED &MULCH
le soils area FOR STORM DRAINAGE w/CONTRACTOR BLEND
Lot 1 ��z ,EE - PROFILE AND INVERTS � (TYP OF ALL)2 �Lot 7 -------_____________ ____________________-----_______-_-- g "--- -- -32.45\ r
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(TYP.)(50 �',
— —IE� BOC
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-- Lot 6 I I I L r
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II C77<1, Lot 5 I \
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Lot 15
ek wq� z
I EXSOIL T- ----
RAV� �e����/
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I_ 30'Private \ — _ — access easement
OTHER OBSTRUCTIONS AND MAINTAINED BY THE LOT OWNERS.
9. PROVIDE MINIMUM 1 FOOT COVER OVER STORM DRAINAGE PIPE.
10. PIPE INVERT ELEVATIONS HAVE PRECEDENCE OVER PIPE SLOPES. HOWEVER,
SLOPES SHALL NOT BE DECREASED FROM THOSE SHOWN ON THE PLAN WITHOUT
PRIOR APPROVAL FROM THE ENGINEER.
11. ALL PROPOSED CONTOURS AND SPOT ELEVATIONS ARE FINISHED SURFACE
GRADE.
12. EXISTING AND PROPOSED CONTOURS ARE AT ONE FOOT INTERVALS.
13. ALL CUTAND FILL SLOPES ARE TO BE 3:1 MAXIMUM GRADE UNLESS OTHERWISE
NOTED ON THE PLANS OR DETAILS.
14. NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS, TRAFFIC,
TRENCHING, OR OTHER LAND DISTURBING ACTIVITY SHALL BE PERMITTED BEYOND
LIMITS OF GRADING WITHOUT PRIOR APPROVAL FROM THE OWNER.
15. PROVISIONS SHALL BE MADE TO ENSURE POSITIVE DRAINAGE ON THE SITE AT ALL
TIMES. NATURAL DRAINAGE FEATURES DISTURBED BY CONSTRUCTION MUST BE
RE-ESTABLISHED. NO PONDING DUE TO SPOILS, STOCKPILING OR OTHER
ACTIVITIES SHALL BE PERMITTED.
16. VERTICAL CONTROL BASED ON THE NORTH AMERICAN VERTICAL DATUM, 1988.
Know1 whars below
Call efin re you dig.
® Dial811
Or Call 800- 632-4949
CONVEYANCE SWALE NO.1
SLOPE @ 0.77%
SIDE SLOPES: 3:1
BOT. WIDTH: 6'
LINER : SEED % MULCH
SCALE IN FEET
)' 30 60 1�
ISYII A REVISION DESCRIPTION: I DATE:
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24"
WEDGE
CURB
10.0' SHOULDER
EXISTING GRADE
VARIES
�L .. 1.5% -----
-1
1il—I
COMPACTED 6"
SUBGRADE
SHOULDER
\.
PAVEMENT SCHEDULE
50' R.O.W.
26' PAVEMENT WIDTH
13.0' 13.0'
ii=1 11=1 I I -1 I I-
24" WEDGE CURB
/ 1PAVEMENT
ABC STONE
E1
Cl
SYMBOL
DESCRIPTION
C1
PROPOSED 2" ASPHALT SURFACE COURSE TYPE S9.5B
E1
PROPOSED 6" ABC COMPACTED TO 100 PERCENT.
PREPARED SUBGRADE: COMPACTED TO A MINIMUM OF 98% OF THE SOIL'S
OT
MODIFIED PROCTOR DENSITY (ASTM 698) PLACE IN 6: LIFTS. - SEE NOTE 3
T
VI/
24" 3'
WEDGE SHOULDER
CURB
4.0' SIDEWALK 3'
WHERE GRASSI
APPLICABLE
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1. PROVIDE A SMOOTH TRANSITION TO EXISTING PAVEMENT.
2. ALL MATERIAL AND CONSTRUCTION METHODS SHOULD CONFORM TO
THE 2018 EDITION OF THE NCDOT STANDARD SPECIFICATIONS.
ALL SUBGRADE SHALL MEET NCDOT STANDARD MODIFIED PROCTOR DENSITY
3. IF WET SOIL CONDITIONS ARE ENCOUNTER, CONTRACTOR SHALL UNDERCUT AND
REPLACE WITH STRUCTURAL FILL AND / OR USE OF STRUCTURAL FABRIC.
WHERE REQUIRED BY GEOTECHNICAL ENGINEER.
TYPICAL LOCAL RESIDENTIAL ROAD CROSS SECTION
NOT TO SCALE
2d"
- ALL WORK AND MATERIALS SHALL
COMPLY WITH NCDOT SECTION 846
24" CONCRETE WEDGE
CURB AND GUTTER DETAIL
NOT TO SCALE
ISLAND
91
91
3"
1/8" RAD.
2"
12" 1314 RAD. a
a. 7„
3/4" RAD. 6" a
V
18" MEDIAN CONCRETE
CURB AND GUTTER DETAIL
NOT TO SCALE
ASPHALT
SECTION
TYPICAL CUL-DE-SAC DETAILS
NOT TO SCALE
NOTE:
SEE NCDOT STD. NO. 848.01
CONCRETE SIDEWALK STANDARI
4" THICK CONCRETE SIDEWALK
EXCEPT 6" THICK WHERE
DRIVEWAY IS INSTALLED
3000 PSI CONCRETE
W/FIBER
>URFACE
,SPHALT EXPANSION JOINT MATERIAL
1/2" WIDE AND FILL FROM BOTTOM
OF CONCRETE TO WITHIN 1/8" TO
1/4" BELOW TOP OF CONCRETE
EXPANSION JOINT
STRUCTURE AND AT 40' INTERVALS
CONCRETE SIDEWALK DETAIL
NOT TO SCALE
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N°CAROB'''
0 5
BACKFILL TO TOP OF TOP OF CURB
CURB, GRADE SMOOTH,
SEED AND MULCH \Q
FRAME AND EDGE OF PAVEMENT E • H��'�
GRATE w/ HOOD ELEVATION FOR CURB
''lull lull 1111"
INLETS
11 /5/19
#4 REBAR @
12" O. C. E. W
PAVEMENT
ALL STEPS IN MANHOLES ARE
COPOLYMER POLYPROPYLENE
PLASTIC, REINFORCED WITH 1/2"
GRADE 60 REINFORCEMENT
MANHOLE STEPS @ 16" O.C. IF
2'-2" DEPTH IS MORE THAN X-0"
d
p d
NOTE: NCDOT STD. #840.01 #840.02 MASONRY
OR CONCRETE INLET BOXES.
CURB INLET DETAIL
NOT TO SCALE
p 11 '?d 11
SECTION
9.2
PLAN
8" SOLID CONCRETE BRICK
OR PRECAST CONCRETE BOX
STORM DRAIN LINE
O
co
3000 PSI CONCRETE
FOUNDATION
MIN. 6" COMPACTED
#57 STONE BEDDING
COMPACTED
SUBGRADE
2.00' 2.00'
W/ V MIN. OVERLAP
TOUNGE &
GROOVE
JOINTS
MASTIC SEAL
SECTION 'A' -'A"
PIPE JOINT
SCALE: N.T.S.
SLOPE TRENCH
OSHA REQUIREME
NOTES:
1. BEDDING SHALL BE REQUIRED IF TRENCH BOTTOM IS
BELOW THE GROUNDWATER TABLE.
2. FILL SHALL BE NATIVE MATERIAL FREE OF LARGE
ROCKS, DEBRIS OR ORGANICS PLACED IN 6" LIFTS
AND COMPACTED TO 95°� OF THE SOIL'S MODIFIED
PROCTOR.
ERIAL
MPACTED
'E BEDDING
REINFORCED CONCRETE PIPE BEDDING
SCALE: N.T.S.
24 "x36" FRAME AND
Q
GRATE WITH HOOD DETAIL
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SHEET.
19
CIVIL

NOTE:
SWALE SLOPES AS CLOSE TO ZERO AS DRAINAGE WILL PERMIT,<2%
GRASS SPECIES IN THE SWALE SHALL BE:
- NON -CLUMPING AND DEEP ROOTED.
-ABLE TO WITHSTAND A VELOCITY OF 4 FT/SEC.
- MANAGED AT AN AVERAGED OF 6 INCHES.
- NOT TO BE CUT LOWER THAN 4 INCHES.
MAINTENANCE:
- THE DRAINAGE AREA OF THE GRASSED SWALE WILL BE CAREFULLY
MANAGED TO REDUCE THE SEDIMENT LOAD TO THE GRASSED SWALE
- AFTER THE FIRST -FERTILIZATION TO ESTABLISH THE GRASS IN THE
SWALE, FERTILIZER WILL BE APPLIED TO THE GRASSED SWALE.
THE GRASSED SWALE WILL BE INSPECTED ONCE A QUARTER.
RECORDS OF INSPECTION AND MAINTENANCE WILL BE KEPT IN A
KNOWN SET LOCATION AND WILL BE AVAILABLE UPON REQUEST.
TYPICAL CONVEYANCE SWALE CROSS SECTION
SCALE: N.T.S.
7'4'�
7' - - - 6"
6"
# 3 BARS @ 18" O.C.
(TYP) EACH WAY
6" CRUSHED STONE
OR WASHED ROCK
4" THICK 3, 000 P. S.I.
CONCRETE
SIDEWALK FLUME WITH COVER
SCALE: N.T.S.
V
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1-INSTAILEXPj%NSIONIOLVrATSMEWAMA.VD .
FlAiNF
L ALL S1E LL COMPONEN IS TO BE HOT -DIPPED
GAI.VAM7FD, WITH ALL CVT EDGES GROUND f :
SMOOTRBFFVREGALVANi G. I I
3. PROVIDE A SMOOT11 SURFACE ITN1311 TRANWfION :S
FROM SIDEWALK TO TREAD PLATE.
4, %I OPF. TREAD PI -ATE AT PROPOSED SIDEWALK
GRAflE-4.. SLOPE FLVMETD DRAIN AT 2% WN.
5. SEAL FXPANSTDN 1pIF M PEA NCZOTSM • '
DRA5i6i[+K78A9A1. - •.-
t FT.OW nIRECTO N PER PLAT.
r
6'
EXPANSION
JOTNT�7YP]
1.14- AMLE nVil.
suPrc7lr[
I.C" STEELANCHDR
WELD MnToANGLC •
S-rEFL AT I- G.0 Wff)
CONCREYE FL UM
r
1. SWALES SHALL NOT BE EXCAVATED BELOW THE SEASONALLY
HIGH WATER TABLE.
2. SWALE SHALL BE TRAPEZOIDAL IN CROSS SECTION WITH A
MAXIMUM BOTTOM WIDTH OF SIX FEET. SIDE SLOPES STABILIZED
WITH VEGETATIVE COVER SHALL BE NO STEEPER THE 3A (HORZ
TO VERTICAL).
3. LONGITUDINAL SWALE SLOPE SHALL BE EXCEED SEVEN PERCENT.
4. GRASS SPECIFICATION.
4.1. NON -CLUMPING AND DEEP ROOTED
4.2. ABLE TO WITHSTAND A VELOCITY OF FOUR FEET PER SECOND
4.3. MANAGED AT AN AVERAGE OF SIX INCHES
4.4. NOT BE CUT LOWER THAN FOUR INCHES.
NOTES - MAINTENANCE
IMPORTANT MAINTENANCE PROCEDURES:
- THE DRAINAGE AREA OF THE GRASSED SWALE WILL BE
CAREFULLY MANAGED TO REDUCE THE SEDIMENT LOAD TO
THE GRASSED SWALE
-AFTER THE FIRST-TIME FERTILIZATION TO ESTABLISH
THE GRASS IN THE SWALE, FERTILZER WILL NOT BE APPLIED
TO THE GRASSED SWALE.
THE GRASSED SWALE WILL BE INSPECTED ONCE A QUARTER.
RECORDS OF INSPECTION AND MAINTENANCE WILL BE KEPT
IN A KNOWN SET LOCATION AND WILL BE AVAILABLE UPON
REQUEST.
GRADE ADJACENT
tl'
ARFAW)DRATN
'4.' . . WMANMON
-
Ip[NT {IYP1
METAT.
TREAD
PLATS
2% ;fix
P 4`
.
CONC.
o
GRADE ADJACENT
AREA 110 DRAIN
WANUON
t
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- Initrr
3'
+"SID smliwwx
6"
- q4`
'77-
COMPACTED
SUBGTtADE
6SQ2 xi T STEEL TREAD PLATE WI I' DIA LIFT
HOILLS CSM E RED AT 3' FROM EAOi END
SECTION A A
SCALE: N.T.S.
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EXPANSION JOINT
A 1.-% r% -
1. SIDE SLOPES SHALL BE SMOOTH EARTHEN FREE FROM ROCKS
AND SHALL RECEIVE THE FOLLOWING; 6" OF TOPSOIL,
HYDROMUL CH, AND A SOIL RETENTION BLANKET, OR AN
APPROVED ALTERNATIVE.
2. A 3x5' PAD WITH 12" MINIMUM DIAMETER ROCK RIP -RAP, WITH
ONE HALF OF THE ROCK EXPOSED MUST BE INSTALLED AT THE
OUTFALL TO MINIMIZE EROSION.
3. EXPANSION JOINTS SHALL BE CONSTRUCTED AS REQUIRED BY
THE NCDOT STD. NO 848.01 CONCRETE SIDEWALK STANDARD
4. CONTROL JOINTS SHALL BE CONSTRUCTED AND SPACED IN
DIRECT PROPORTION TO THE WIDTH OF THE FLUME, I.E. 4'
FLUME WIDTH RESULTS IN 4' CONTROL JOINT SPACING.
Side Slopes
3:1 or Less
Swale Slopes
as Close to " Optional Railroad Tie
Zero as Drainage
Will Permit <2°I Check -dam
_ ° Increases Infiltration)
......
ik
Weep Hale Stone Prevents
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V7534 Trench Cover
COVER SECTION
1 3/8"....
1
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CONVEYANCE SWALE
SCALE: N.T.S.
n1 z Ini nr%i T r rnr r-r-
COVER TOP VIEW
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COVER SECTION
USE WITH V-732C-3
TRENCH FRAME
417 S.S.
(4) TYPE 4A STEED. PICKBARS
PICKBAR DETAIL
5/8"-11 BOLT
V y�48"
TRENCH WIDTH
BOLT DOWN DETAIL
V7534 TRENCH COVER
SCALE: N.T.S.
V7534
PROD. NO.
M❑/DY/YID X
ASTM A48 CL35B
HAND PLACE RIP RAP IN
CONCRETE, 6" MIN DIA.
WITH NON -WOVEN
GEOTEXTILE FILTER
FABRIC
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Terry Long
D.B. 417, Pg. 901
("Survey for Scottie S. Godwin and wife,
Sabrina L. Godwin"
Slide 274, Map 003)
Recombination Survey for Terry Long"
CAbinet 4, Slide 4-79, Map 005
Robert D. Beatty
2.0 Acres
D.B. 316, Pg. 549
Lumbee River El
D.B. 1000, Pg. 8
County of Hoke
E: 1,967,114.43 US Survey Ft.
E1.=236.63' NAVD88
Nathaniel Groves
1.24 Acres David Paul Avina and wife,
D.B. 256, Pg. 447 Kimberly Ann Miller Avina
1.00 Acre
�— - D.B. 636, Pg. 56
PIN: 494650401038
— _ _ _ _ — _ _ 30=private access easement
9
_QI/I/A 1 F 7-
\ (74)
(73)
(72)
- SWALE 3.
0.59 acres
"Lochaven Estates" \
P.C. 3, Slide 3-59, Pg. 004 \
I I
"+ods Edge Phase TwIs.
0 b. 3, Slide 3-18, Map 6 & 7
1 (71)
(59)
(70)
(54)
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YM.: REVISION DESCRIPTION: DATE:
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APPROVED BY. I JEH
SHEET:
21
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