SW6191102_McPhail Meadows-1-200304_3/5/2020

9 001w, 9 of NMI Ofl
for
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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 NOTIFY ALL 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.
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 BY ALL CONCERNED.
12. ON SITE BOUNDARY AND TOPOGRAPHY INFORMATION TAKEN FROM SURVEY
FROM STROTHER LAND SURVEYING, DATED JULY, 2019.
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. ITIS
LOCATED ZONE 'X ' DEFINED BY FEMA 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 IDE VEL OPER
i
Southeastern Construction
of Rockfish, LLC
771 Bostic Road
Raeford, North Carolina
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Hoke County, NC
0
OVERALL PLAN
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NT
ws
SCALE IN FEET
0 75 150 300
Southeastern
Construction
'Al
9Q.
HOKE COUNTY
LOCATION MAP
SHEET SCHEDULE
SHEET TITLE 1 SHEET NO: ORIGINAL DATE LATEST REVISION DATE
COVER SHEET � 1 10/29/2019 ^� 02/25/20
..............................
EXISTING CONDITIONS 210/29/2019 02/25/20
OVERALL SITE LAYOUT PLAN 3 1012912019 i 02125120
INITIAL EROSION &SEDIMENTATION CONTROL PLAN
4 1012912019 02125120
INTERMEDIATE ERO. & SED. CONTROL PLAN 1 5 1012912019 02125120
FINAL EROSION & SEDIMENTATION CONTROL PLAN 6 € 1012912019 02125120
SEDIMENTAND EROSION CONTROL NARRATIVE 7.0 1012912019 € 11118119
NC_G01 —GROUND STA_BILlZA TIO_NAND- M_ A-TE_RIAL—S HA—NDL I,NG
�
PLAN SHEET 7 1 - 11/18/19
NCGOI SELF I SVSPECTION, RECORDKEEP►NG AND REPORTING
PLAN SHEET _ _..__. , r
7.2 - 11118119
SEDIMENT AND EROSION CONTROL DETAILS 8.1 1012912019 ; 11127119
SEDIMENT AND EROSION CONTROL DETAILS ; 8.2 - 11127119
3
i
SEDIMENT AND EROSION CONTROL DETAILS 9 1012912019 i 11127119
WATERMAIN PLAN AND PROFILE 10 1012912019 02125120
WATERMAIN PLAN AND PROFILE 11 I 1012912019 02125120
WATERMAIN DETAIL j 12 1012912019 12103119
ROADWAY & STORM DRAINAGE PLAN AND PROFILE 13 10/29/2019 02125120
ROADWAY PLAN AND PROFILE 14 1012912019 02125120
ROADWAY PLAN AND PROFILE 15 1012912019 02125120 =
ROADWAY PLAN AND PROFILE 16 1012912019 02125120
SITE GRADING PLAN 17 1012912019 �02125120
SITE DETAIL 18� 10/29/2019 i 11/27/19
SITE DETAIL � � � 19 10/29/2019 � 01/02/20
SITE DETAL_ 20 1012912019 01102120
F SWALE DRAINAGE MAP D1 1012912019 01102120 j
REVISION OCCURRENCE LIST
6
212512020
ROAD CENTERLINE REVISED PER WETLAND
JLF
5
11212020
PER NCDOT COMMENTS DATED DECEMBER 27, 2019
JLF
4
1211212019
APPROVAL WITH MODIFICATION, DECEMBER 12, 2019
JLF
3
121312019
PER NCDNER COMMENTS RECEIVED DECEMBER, 2019
JLF
2
1112712019
PER NCDEQ & NCDOT COMMENTS RECEIVED NOVEMBER 27, 2019
JLF
1
1111812019
PER NCDEQ COMMENTS DATED NOVEMBER 15, 2019
JLF
REVISION NO.
DATE
REVISION DESCRIPTION
BY
THIS SET IS CURRENT THROUGH SHEET DATED: 02/25/2020
1 H IL EfARD, m,,
SURVEYOR ENi/NEER/NG, PL L C
Strother Land Surveying ,,,,,,, 749 Walker Road, Sanford, NC 27332
•`""" :.'...:°<, �-., PO Box 249, Sanford, NC 27331
120 East Elwood Avenue
Esso...
Aft = : 4 5 Phone: [phone]
Raeford, North Carolina 283tu =:, �..�N�� e-mail:[e-mail]
Phone: (910)875=8081
NC License A-0836
email:[e-mail]
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Vicinity Sketch - Not to scale
GENERAL NOTES:
6. ALL WASTE MATERIAL SHALL BE LEGALLY DISPOSED OF OFF -SITE.
1. THE GENERAL CONTRACTOR SHALL VERIFYAND BE RESPONSIBLE FOR ALL
7. ALL CONSTRUCTION TO BE ►NACCORDANCE WITH ALL, HOKE COUNTYAND
DIMENSIONS AT THE JOB SITE.
STATE REQUIREMENTS.
2. CONTRACTOR SHALL CONTACT LELAND STROTHER OF STROTHER LAND
8. DISTURBED AREAS NOT COVERED BYASPHALT OR OTHER IMPERMEABLE
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
OTHERWISE NOTED.
SHALL BE DESIGNED, INSTALLED AND MAINTAINED IN CONFORMANCE WITH THE
STANDARDS SET FORTH IN THE NORTH CAROLINA MANUAL ON UNIFORM
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
MODIFY THE SITE IMPROVEMENTS. TYPICALLY, THE LOC WILL FOLLOW
10. THIS PLAN INDICATES THE MAJOR DEMOLITION COMPONENTS TO BE REMOVED
RIGHT-OF-WAY OR PROPERTY BOUNDARIES. HOWEVER, FOR CLARITY
AND/OR, RELOCATED. HOWEVER, THE CONTRACTOR SHALL DEMOLISH AND/OR
PURPOSES, THE LOC MAY BE 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
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
'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 VERIFY AND/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 REPAIRED AT THE GENERAL CONTRACTORS EXPENSE.
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 SURVEY AND
NOT AN ACTUAL FIELD SURVEY.
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DESCRIPTION NEW
EXISTING IRON ROD
RIGHT-OF-WAY — —
PROPERTY LINE
ROADWAY
V CONTOURS 242
5' CONTOURS 250
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Terry Long
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SURVEY NOTE:
1. BOUNDARY INFORMATION FROM A MAP PREPARED BY
STROTHER LAND SURVEYING.
TOPOGRAPHY TAKEN FROM HOKE COUNTY GIS. "'"NOTE,' CONTOURS
HOWN ON THESEPLANS ARE L/DARAND
W BASED UPON LIDAR
IND TOPOGRAPHIC RVEY.
OWNER:
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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.
® Dial 811
Or Call 800-632-4949
11
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SCALE IN FEET
0' 30 60 120
A REVISION DESCRIPTION:
ROAD CENTERLINE REVISED PER WETLAND
CARo�',,
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DESIGNED BY: JEH
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DRAWN BY. JLF
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SHEET:
2
02125120 CIVIL

OWNER:
SOUTHEASTERN CONSTRUCTION
OF ROCKFISH, LLC
771 BOSTIC ROAD
RAEFORD, NORTH CAROLINA
DEED INFORMATION.
SOUTHEASTERN CONSTUCT/ON OF
ROCKFISH, LLC
D.B. 1221, PG 0715-0716
TRACT D-3
"DIVISION OF J.F.MCPHA/L'ESTATE"
SLIDE 114, M.B. 5, PG 56
PIN NUMBER:
PIN #: 494650401020
Vicinity Sketch - Not to scale
TOTAL PROPERTY AREA
18.91 ACRES
PROPERTY ZONED:
ZONED RA-20
MINIMUM LOT SQ.SF = 20,000 SF
PROJECT PERCENT OF
IMPERVIOUS AREA:
PROJECTPERCENT
IMPERVIOUS = 22.95%
STREAM CLASSIFICATION:
NAME OF STREAM CLASSIFICATION BASIN
PUPPY CREEK C CAPE FEAR
SOILS INFORMATION:
SOILS LOCATED ON PROJECTAREA 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 E)
D.B. 1000, Pg. 8
I
Terry Long
D.B. 417, Pg. 901
f
'1 ("Survey for Scottie S. Godwin and wife,
Sabrina L. Godwin"
Slide 274, Map 003)
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"Recombination Survey for Terry Long"
CAbinet 4, Slide 4-79, Map 005
Te Long
9
D.B. 1121, Pg. 634
20' DRAINAGE
ESMT. —
SURVEY NOTE:
1. BOUNDARY INFORMATION FROM A MAP PREPARED BY
STROTHER LAND SURVEYING.
!. TOPOGRAPHY TAKEN FROM HOKE COUNTY GIS. '`*NOTE.' CONTOURS
>HOWNON THESEPL4NSARE L/DARMD
If BASED ZF0JVL1D.4R AND TOPOGM4PHIC SURVEY
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
DELTA ANGLE
C 1
230.00'
15915'
156.00'
1 N 53.1141 " E
39°3848"
C2
230.00'
158.93'
155,78'
S 53c10'01 " W
39.3527"
C3
230.00'
178.49'
174.04'
1 S 84°48'22" E
44-2749"
25'
REAR
SETBACK
NOTES:
1. SUBJECT TOALL EASEMENTS, RIGHT-OF-WAYS, STREETS, AND ASSESSMENTS, IFANY, AS THE SAME MAY
APPEAR OF RECORD 1N 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 /N 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
NOT AN ACTUAL FIELD SURVEY.
Clarence Willis
D.B. 1021, Pg. 957
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FRONT - 30'
01 REAR - 25'
---- -- CORNER/SIDE - 30'
i 130' i LOT i25) SIDE -10'
10' t z0' DRAINAGE EASEMENT
10,
ROWIL
LOT 125`
30 I-------.
I 30' CORNER
WHERE APPLICABLE
BUILDING SETBACKS/
/ UTILITY WEMENTS-
(12) / N.T.S.
/ `Lochaven Estates" J
P. C. 3, Slide 3-59, Pg. 004 \ (14) 1
/ (13) !!!
(TYP.) 20' DRAINAGE
wire fence ESMT. 90 wooden fence
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CONVEYANCE CONVEYANCE
fl'
DRAINAGE
.SWALE (TYP.)ESMT ESMT.I20DRAINAGE
t 1
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it 311 I
;; 20508 SF
0.47AC
21128 SF ' , I (;
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I, 1 20570 SF 0.46Ac I I I I , I i t l , Q ,, ''� r J r
I PR OPO�ANCE
I 0.46Ac III I I I 0.46Ac i i' I 20 000 SF / t r Lot r 9� i f ! ! (f
047Ac II II 11 i II I 11
A CONVE II I i I+IIESMT. Lot 24 /''A SWALEP.) I Lot 23 Lot 22 ( l / Roo'
A 'A I Lot 25 III III J I ' I Lot 21 � \ �/ -'% SIDEWALK
I I 1 1 I I I I '' CONCRETE I r r
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III II CONCRETE i i' nM
1 I i FLUME
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l
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A -A III I I 0.94Ao WATERMAIN i FLUME i i I ' Lot 17 '„ 'rt 1
A I I I' I Lot 26 --- — — — — — — J I' I — — — ' I �I f 4022 SF t;
1 I I ' / ,./ WIl -•-- WM WM W11 'WM WM WN WM 'WN WM WM 0.55Ac (f r I r
A I I I I 50, S 72c5744" W 315.20'
ROW ' R50'
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T IC2 �+.P\\•r �� \ 0.51 Ac \ OFFSET
A IIII 1 / .� \� Lot 20
A� `I I �
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A 11 11 II II II it rt „
/ 5' CONCRETE CONCRETE
III 1 1 / I I
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I — 'A T 'A A 'A
T 'A I ' i /I/ / FRONT —FLUME
�t'--_--- �_\,\
� A AI 'I II II IIPROPOSED /�r----_-_-_ -_ =S�'butheastern enstructlQn of�f.'ockfish LLC A .� A A II SETBACK Lot 7 (I I III 1 I I I I / 0 -----------CONY€YANCE T yVlitiam N Icca/m McPhe . Jr. Tract -A Lot 6 (T'P.) p tS� 1 0 Lot 8 " I CORNER R30' 0 / 030' ` ( ) 20032 SF \ 0•�A A 'A I II II II iI °D 'r tl
SWALE TYP. A 21840 SF ?,q_ BOC `'J� 0 r r
','+ `� CORNER \` \ �' " �D.B?`1221, Pg. 71�' A A A A i I i I , 20000 SF i i i i a46Aa i i i i F? / g�a
I , I O.s0A0 , r r
(60)
(59)
i `� A A A -A 'I 11 0.46Ac I II II II 8s 'ri „ •,^'-^
LOT SETBACK " \ A PIN. 494650401020 A A -A ' I ' I / / 20' DRAINAGE 0 �G
A A A J 6 ii ii ESMT ii ii / \
\ " A A o / Lot 5 --I Lot 9 \
'` I ` 70'X I0'SITE \ \ l� 1` 'A T 'A �b J �L III III I I I I
, ' �` „ ,. A A / ,- 25000 SF 10' -»— 10, I I I I , I � I 20500 SF
�� A II II II i 8 !! ll
1 ' TRIANGLE (TYP.) \ T 09 /� '!� / /, ,`a�G / os7Ac o47Ac ` /�„7 \
,\ . �� A II II it II
\` ` ` T A A .+ s)C. .' ,% SIDE \ R30' �'N.
1 \ A 'A
A A o� '�"— SETBACK III III (� co 't' i r t' 61)
t , STOP SIGN ./� A A/ BOC Oj
A A A '3 TYP. 25' �/
PER NCDOT STD. A A ( ) I I I
I \ A / /' o
, t,, A A 'A A PROPOSED I i I I I I REAR I I I I STOP SIGN �0 0• I' y
.'30273 SF �` � CO CRETE PAD A /� / 20' DRAINAGE i i i i SETBACK i t I i 30' PER NCDOT STD. ( '
tl 1 A A / CONVEYANCE ` \ z O
1 / — — — — ESMT.
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______ __J I I ___ -__ ____ _-___J i i I --��
u?isuitable o�lsarea /----------- --------------- �--------- ------------J I
I� 1� Lot 27 A A ----------- - ----- -- - - -------------- -------------- - __ ------ �/ �� It'll r -I�-
IIA / ---------------------- - ------------_- ---- --------------- ------ , - -- -- ------------_--j
1� III III A A _-_ _- - _-- - _� �. I `� QQ�`\ fr' r
'A A� V +o Qt' \ \ t f w
30' FRONT I I i i 25 5, 25' A w,+ I I I I a / ROPOS D
/^/ , 1 \
fr I SETBACK I I I I( TAPER TAPER 25
/ I R50 � tih •� \CONVEYANCE --\y I
_ r,,, REAR I I I � ROW • '"'' '1 � .�i,r' r r Qt 2)
— — — — — — — __-•--- — — — — w+t-'`�� 20' DRAINAGE SETBACK SWALE (TYP.) ��
wM wM wM wM wM wM wN w _ y _ — + _ wM WM WM wM / ESMT. (NP)
R25'' Proposed Street N 73'01'W' E 444.69 7'
T .
R25' �
t ' , 70'X 10' SITE 26' EOP Lot 4
TRIANGLE (TYP.) 37794 SF
-- a87Ac
1 1 Lot 1 Lot 2 I Lot 3
11 20000 SF 20000 SF + 20000 SF
EX. FIRE 0.46Ac 0.46Ac I 0.46Aa
I HYDRANT
MALL CLUSTER BOX UNITS (CBU)
30' CORNER WITH ADA RAMP. REFERENCE NCD07
LOT SETBACK PLACEMENT OF CBU FIGURE 2: CBU
1 FOR C&G SEC71ON RESIDENTIAL LOCAL
0� 5` \ �, a Mw
Lot ',R40' ./ ° v 000„
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PIN: 494650401038
\ \
BUG
"Recombination Survey for I I I 20' DRAtNAGE6Aa \ �, • � / \ \ " � ,'
„
David Paul Avina and wife, I I ESMT.
Kimberly Ann MlllerAvina" I i I I I OFFSET — " % A " ' (63)
3. 00 Acres 1z
P.C. 4. Si. 4-84, Map 005 I + I I / CONCRETE
SIDEWALK FLUME
Lot 1 1 20' DRAINAGE
ESMT.
20219 SF
0.46Ac \
20' DRAINAGE
ESMT.
1 —AND COLLECTOR STREETS. I ' I L_____—__—__`___—__—________------------------------------------------------------------ - �J
Mt7e .9 o?,(00" EX- 50)LTg Le A — — — — -- — — — — — — — — -- — — — — _ _------- ------ _�---___------- (69}
Halt 8, P� �—'srs�� wooden
gt BiWafone Lane _ - 1
�PX. rE� �� �raea+eReLeesEaam�tmr7J
ofisr�:/-
\ I
\ Nathaniel Groves I
\ 1.24 Acres I David Paul Avina and wife, 1 \
�D.B. 256, Pg. 447 Kimberly Ann Miller Avina
1.00 Acre I
DB. 636, Pg. 56 I \ (74)
Robert D. Beatty
I 2.0 Acres PfN: 494650401038
I \
' ' I D.B. 316, Pg. 549
l
I — ""'----- �_ 84'-aa,�ton � I 3(1'private acce�sement F•q \
County of Hoke
2.0 Acres
I D.B. 664, Pg. 443 � (75)
i
A.K. Leach, Jr.
I ` I 2.47 Acres
D.B. 282, Pg 247 Anthony Glover
I � 3.15 Acres
I
I � D.B. 729, Pg. 595
� I I
I
1 I �(76)
I I
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"foods Edge Phase Two
(73) C b. 3, Slide 3-18, Map s- 6 & 7
(72) (71)
(70)
i 1
I 1
Know what's below
Call before you dig.
® Dial 811
Or Call 800-632.4949
1
4
(54)
s
SCALE IN FEET
Fm
0' 30 60 120
REVISION DESCRIPTION:
PER NCDEQ & NCDOT COMMENTS DATED NOVEMBER 27, 2019
PER NCDOT COMMENTS DATED DECEMBER 27, 2019
ROAD CENTERLINE REVISED PER WETLAND
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DATE: DESIGNED BY. JEH
DRAWN BY: JLF
11 /28/19 APPROVED BY. JEH
SHEET:
01/02/20 3
02/25/20 CIVIL

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Vicinity Sketch - Not to scale
SELF INSPECTION NOTE.
THE LANDOWNER, THE FINANCIALLY RESPONSIBLE PARTY, OR THE
LANDOWNER'S OR THE FINANCIALLY RESPONSIBLE PARTY'S AGENT SHALL
PERFORM AN INSPECTION OF THE AREA COVERED BY THE PLAN AFTER
EACH PHASE OF THE PLAN HAS BEEN COMPLETED AND AFTER
ESTABLISHMENT OF TEMPORARY GROUND COVER IN ACCORDANCE WITH
G.S. 113A-57(2). THE PERSON WHO PERFORMS THE INSPECTION SHALL
MAINTAIN AND MAKE AVAILABLE A RECORD OF THE INSPECTION AT THE
SITE OF THE LAND -DISTURBING ACTIVITY. THE RECORD SHALL SET OUT
ANY SIGNIFICANT DEVIATION FROM THE APPROVED EROSION CONTROL
PLAN, IDENTIFY ANY MEASURES THAT MAYBE REQUIRED TO CORRECT THE
DEVIATION, AND DOCUMENT THE COMPLETION OF THOSE MEASURES. THE
RECORD SHALL BE MAINTAINED UNTIL PERMANENT GROUND COVER HAS
BEEN ESTABLISHED AS REQUIRED BY THE APPROVED EROSION AND
SEDIMENTATION CONTROL PLAN. THE INSPECTIONS REQUIRED BY THIS
SUBSECTION SHALL BE 1N ADDITION TO INSPECTIONS REQUIRE BY G.S.
113A-61.1_SEE NCGO1 INSPECTION, RECORDKEEPING AND REPORTING
GENERAL NOTES:
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 PROJECTAREA.
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.
ANY BORROW MATERIAL BROUGHT ONTO THIS SITE MUST BE FROM A 6. INSTALLSILT FENCE OUTLETAS SHOWN ONTHEPLANS.
LEGALLY PERMITTED MINE SITE OR OTHER APPROVED SOURCE. A 7. CONSTRUCT TEMPORARY SEDIMENT TRAP AS SHOWN ON THE PLANS.
SINGLE -USE BORROW OR WASTE AREA SITE IS ONLY PERMISSIBLE IF IT IS
'OPERATED UNDER CONTROL OF THE FINANCIALLY RESPONSIBLE PERSON 8. CLEAR AND GRUB SITE (WHERE REQUIRED) AND LEGALLY DISPOSE OF ALL
OR FIRM THAT IS DEVELOPING THIS SITE. AN APPROVED EROSION AND DEBRIS OFF SITE.
SEDIMENT CONTROL PLAN IS REQUIRED FOR ALL SINGLE USE BORROWAND
WASTE SITES. � 9, PERMANENT GROUNDCOVER WILL BE PROVIDED FOR ALL DISTURBED AREAS
EROSION CONTROL DESIGN, DETAILS AND MAINTENANCE SPECIFICATIONS WITHIN 15 WORKING DAYS OR NO MORE THAN 90 CALENDAR DAYS (WHICHEVER
SHALL COMPLY WITH CURRENT NORTH CAROLINA EROSION AND SEDIMENT IS SHORTER).
CONTROL PLANNING AND DESIGN MANUAL. 210. TOTAL SITE DISTURBED AREA =1&0 AC.
PURSUANT TO G. S. 133A57(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 CALENDAR 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 15 CALENDAR DAYS OR
60 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF
CONSTRUCTION OR DEVELOPMENT.
SYMBOL PRACTICE DESCRIPTION
CONSTRUCTION ENTRANCE
A STONE STABILIZED PAD LOCATED ATANY POINT THAT TRAFFIC WILL BE
LEAVING A CONSTRUCTION SITE TO A PUBLIC RIGHT-OF-WAY, STREET,
ALLEY, SIDEWALK, OR PARKING PLOT WHICH WILL REDUCE OR ELIMINATE
THE TRANSPORT OF MUD FROM THE CONSTRUCTION SITEA
TEMPORARY STRUCTURE USED TO SLOW THE VELOCITY OF RUN-OFF,
SILT FENCE
CAUSE SEDIMENT DEPOS►TIONAT THE STRUCTURE, AND FILTER SEDIMENT
FROM RUN-OFFSILTFENCEOUTLET
A TEMPORARY STRUCTUREAS A REINFORCED OUTLETAT LOWPOINTS OF
PROTECTION
THESILTFENCE. INSTALL #57 WASHED STONEAT UPSTREAM FLOW WITH
HARDWARE CLOTH. (SEE DETAIL)
TEMPORARY
A TEMPORARY RIDGE OR EXCAVATED CHANNEL OR COMBINATION RIDGE
DIVERSION
AND CHANNEL CONSTRUCTED ACROSS SLOPING LAND ONA
PREDETERMINED GRADE.
_ _ _
CONSTRUCTION LIMITS
A DEFINED AREA THATALL LAND DISTURBANCE WILL OCCUR
DURING CONSTRUCTION.
SKIMMER SE�IMENT
AN EARTHEN EMBANKMENT SUITABLY LOCATED TO CAPTURE RUNOFF,
WITH A TRAPEZOIDAL SPILLWAY LINED WITH AN IMPERABLE GEOTEXTILE
BASIN
OR LAMINATED PLASTIC MEMBRANE, AND EQUIPPED WITH A FLOATING
SKIMMER FOR DEWATERING.
POROUS BARRIERS INSTALLED INSIDE A TEMPORARY SEDIMENT TRAP,
SKIMMER BASIN, OR SEDIMENT BASIN TO REDUCE THE VELOCITY AND
POROUS BAkrFLE
TURBULENCE OF THE WATER FLOWING THROUGH THE MEASURE, AND TO
FACILITATE THE SETTLING OF SEDIMENT FROM THE WATER BEFORE
DISCHARGE.
SEDIMENT SKIMMER BASIN NO.2 (12)WITH BAFFLES
EM.SPILLWAY ELEV.: 233.00' MIN. STORAGE VOLUME AT CRESTEM. SPILLWAY WIDTH: 8' „ OF SPILLWAY:7,875C.F. LOChaVen Estates"EM. SPILLWAY SLOPE: 0.5% MIN. SURFACE AREA AT CREST
LINE W/ ENKA MATTING ORIV. OOP OF DAMEEV. 5234.50'colvsrRucrsar P.C. 3, Slide 3-59, Pg. 004(14)
FENCE OUTLET PRIOR PROTECT EXISTING BOT. OF BASIN ELEV.: 229.50' (13)TO CONSTRUCTION FENCE CONSTRUCTSILT Clarence Willis SEDIMENT CLEANOUT ELEV = 231.25'OF SEDIMENT TRAP PROTECT EXISTINGmbee River E ctric FENCE OUTLET PRIOR B f021 Pg. 957SKIMMER SIZE: 4" W/1.5'0 ORIFICE �- TO CONSTRUCTION SKIMMER ELEV.: 229.50' / FENCE (TYP OFALL)
D. 1000, Pg. 8 ye)
OF SEDIMENT TRAP 3 ���� ;SF SF SFO SF \ 1 CL wooden fence CL
rlow
TOP OF DAM � � —* --� —
L — —�4— — ►—_} I
D w TD ---TaPa- ---
-A
� TD -�"_ TD - �-\ - - ►— - ---_ _
SFO
1 Terry Long n A,BINBOTTOM - - —
t
i��� f l��
D.B. 417, Pg. 901 EM.SPILLVtlAY ELEV : 234.50' ' TEMP. DIVERSION __ TEMP. DIVERSIONEM. SPILLWAY WIDTH: 15' �. _ _ SK _ _ / TEMP. DIVERSION EM. SPILLWAY SLOPE: 0.5% J ' 1 BF DITCH (5): SEEDS , V BF DITCH (4): SEED / DITCH UL SEED �1��;("Survey for Scottie S. God win and wife, LINE W/ ENKA MATTING OR -A I AND MULCHr;,..,�,„_AND MULCH _,AND MULCHSabrina L. Godwin" Ectuly. \ �' TEMP. DIVERSION--,
i �i SFO
-A SK DITCH (86): SEED —_\ { ii / (54)
7-11
1 Slide 274, Map 003)
NOTE: 'A 'ASFO &.MULCH
DO NOT INSTALL SILT f` SEDIMENT SKIMMER BASIN NO. 1
FENCE ACROSS THE �� `� WITH BAFFLES rail 1�
EMERGENCY SPILLWAY n i MIN. STORAGE VOLUME AT CREST SEDIMENT SKIMMER BASIN NO. 3
� OF SPILLWAY: 14,875 C.F. - WITH BAFFLES i 1 -
- . — . — . . MIN. SURFACE AREA AT CREST MIN. STORAGE VOLUME AT CREST ' BF
OF SPILLWAY: 6,875 S.F. l�l
OF SPILLWAY: 14,464 C.F. ,
�� I I TOP OF DAM ELEV.: 236.00' l
"Recombination Survey for Terry Long ' ' MIN. SURFACEAREAAT CREST i
BOT. OF BASIN ELEV.: 231.00'
SEDIMENT CLEANOUT ELEV = 232.75' OF SPILLWAY: 7,125 S.F.
n -- SKIMMER SIZE: 4" W/ 2.0' 0 ORIFICE
/ TOP OF DAM ELEV.: 227.50' SFO
(59)
CAbinet 4, Slide 4-79, Map 005 � � i
TD / BOT. OF BASIN ELEV.: 222.50' SK I�1
t a� SKIMMER ELEV.: 231.00'
` ' V \ t SKIMMER SIZE: 4" W/ 2.0"O ORIFICE :' 1
Terry Long 3 \ /� SEDIMENT CLEANOUT ELEV = 224 25
D. . 1121, P 634 QSF t\ z TEMP. DIVERSION SKIMMER ELEV.: 222.50
DITCH (8A): SEED 1 NOSE:
i /
CL CL \ `` / &MULCH / I DO NOT INSTALL SILT
J 1a z j EM. SPILLWAY ELEV .—.00` FENCE ACROSS THE
�t✓i� { r
n -n t EM. SPILLWAY WIDTH: 12' %
'A % _
r` / EMERGENCY SPILLWAY
�`` n 1 i EM. SPILLWAY St PE : 0.5% i I (60)
SF LINE W/ENKA MATTING OR I
SF \ Southeastern onstructi n ofhoc�sh LLC i l
tt, A \ /
` \ tl " William Alcolm McPha Jr. Tract EQUIV. l
n � \ -A
iD. v r� I n r I �'SF
SFO 'A PIN. 4 50401p20 1 'n —
_, CONSTRUCT SILT FENCE _� ,E A -1A n �"�—
OUTLET AS SHOWN ON .� \ \ -n �, v �� � � \ et�a"� n\ � � � SF � � v _ �
I I
PLANS. A j i \ r x V TEMP. DIVERSION V l 1 1 �
y, 7� 1' DITCH. SEED AND
.A -A n 'n \ A- - n i MULCH i / / i BF
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ar A
n 1;
. TD �
CL � `�ti � � +� 207Acres .� -� SFO � �
L
� � u�t�u/fab s � � �-
ti � le soil are
-A (DA
_,:-;< _ CL SFO SF SF a
SFO12)
,
— EXISTING
FENCE
M
CE \ — -- �� 1 ' j L. TEMP. DIVERSION S SFO
_ — PIN:494650401038
SEDIMENT NO.
_ — SEDIME SKIMMER BASIN4 DITCH: SEED AND
-- - --- "Recombination Survey for WITH BAFFLES MULCH I
David Paul Avina and wife, ' I ; MIN. STORAGE VOLUME AT CREST
Kimberly Ann Miller Avina" 1 OF SPILLWAY; 20,930 C.F. _ -
1 CL _ 3.00 Acres 1 / MIN. SURFACE AREA AT CREST 4 CL (63)
1 TEMP. DIVERSION V� ---
� P.C.4. S1.4-84, Map005 � OF SPILLWAY:6,785S.F. -___
t DITCH: SEED AND
� TOP OF DAM ELEV.: 231.50'
MULCH BOT. OF BASIN ELEV.: 226.50' 1 j NOTE:
SEDIMENT CLEANOUT ELEV = 228.25' SK fillj � "-FENCE
NOT INSTALL SILT
SKIMMER SIZE: 4" WI2.5"0 ORIFICE BF LJ �FENGE ACROSS THE
n
^\ ' i EMERGENCY SPILLWAY
61,
SKIMMER ELEV.: 226.50'
EM.SPILLWAY ELEV.: 230.00'
z
E1 ! _ —
� CL � v � � TD "� EM. SPILLWAY WIDTH: 15'
wAr, '' D--
__-
" CL - - - -►-.- - -- - _ _ _ _ _ _ _ _ _ _ _ "- ---J EM. SPILLWAY SLOPE:0.5%
V SF
i
� I
�EX. SOIL TRgVE
_ - LINE W/ ENKA MATTING OR
(fie, g gip) �— — — — — — — — — — - — - — - — — - — - — - EQUIV
wood fence I
i = BryanstaneLane SF SF
�r�- - - - �t CL �, — -- - CL _ CL CL
I
- - - - - - - \ � ` I N:454,229.45 US SurveyFt. I
\ -� E: 1,967,114.43 US Survey Ft. TEMP. DIVERSION I
' �♦ \ \ EL=236.63' NAVD88 I \ DITCH. SEED AND MULCH
1 I ` Nathaniel Groves
1 1.24 Acres David Paul Avina and wife,
D.B. 256, Pg. 447 Kimberly Ann Miller Avina I I "V1�oods Edge Phase TWZ'
1.00 Acre I (73) C b. 3, Slide 3-18, Map os. 6 & 7
D.B. 636 P . 56 I (74) (72) (71) 1 I
Robert D. Beatty I _ _ —� _ _ - _ 9 I (70)
� 2.0 Acres ----. _ _--._ -_ ---- _
�'"_ PIN: 494650401038 I \
D.B. 316, Pg. 549
�ne I — 3�'p�ivate access easement \ SCALE E
-- --- _ _ —
i 1 County of Hoke - — - - _ _ �F�
_ \ 0' 30 60 120
! Know what's below
Call before you dig.
® Dial 811
Or Call 800-632-4949
N CA RC
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DESIGNED BY.
JEH
SYM.:
REVISION DESCRIPTION:
DATE:
DRAWN BY"
JLF
(t
PER NCDEQ COMMENTS DATED NOVEMBER 15, 2019
11118119
2\\
PER NCDEQ COMMENTS DATED NOVEMBER 27, 2019
11128119
APPROVED BY.
JEH
SHEET.
4
APPROVAL WITH MODIFICATION DECEMBER 12, 2019
12112119
4
ROAD CENTERLINE REVISED PER WETLAND
02125120
CIVIL

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Vicinity Sketch - Not to scale
CONSTRUCTION SEQUENCE & EROSION CONTROL MEASURES -
INTERMEDIATE PHASE:
1.
CHECK ALL SILT FENCE AND REPAIR AS NECESSARY, ASSURE ANY
ERODED AREA ARE STABILIZED WITH TEMPORARY SEEDING AND MULCH.
Z
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,
1Z
PLACE ASPHALT, PAVEMENT MARKINGS, AND SIGNAGE.
ALL PERMANENT SWALES MUST
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.
(; E
CONSTRUCTION ENTRANCE
A STONE STABILIZED PAD LOCATED AT ANY POINT THAT TRAFFIC WILL BE
LEAVING A CONSTRUCTION SITE TO A PUBLIC RIGHT-OF-WAY, STREET,
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,
S F - Q----�—
SILT FENCE
CAUSE SEDIMENT DEPOSITION AT THE STRUCTURE, AND FILTER SEDIMENT
FROM RUN-OFF.
(;M M M M N
CONSTRUCTION LIMITS
A DEFINED AREA THAT ALL LAND DISTURBANCE WILL OCCUR
DURING CONSTRUCTION.
SILT FENCE OUTLET
A TEMPORARY STRUCTURE AS A REINFORCED OUTLET AT LOW POINTS OF
S FO
PROTECTION
THE SILT FENCE. INSTALL #57 WASHED STONE AT UPSTREAM FLOW WITH
HARDWARE CLOTH. (SEE DETAIL)
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.
HAVE MATTING INSTALLED IMMEDIATELY TOTAL SITE DISTURBED AREA - 18,0 AC, I PERMANENT
UPON CONSTRUCTION CONVEYANCE SWALE NO. 1 /
ALL PERMANENT SWALES MUST I SLOPE = 0.77%
HAVE MATTING INSTALLED IMMEDIATELY ALL PERMANENT SWALES MUST SIDE SLOPES: 3:1 /
UPON CONSTRUCTION HAVE MATTING INSTALLED IMMEDIATELY BOT WIDTH: 6'
UPON CONSTRUCTION LINER: SEED & MULCH
PERMANENT W/EXCELSIOR MATTING /
CONVEYANCE SWALE 86 I
PER
SLOPE @ 2.0% PERMANENT PERMANENT
CONVEYANCE SWALE N0.3 /
SIDE SLOPES: 3:1 PERMANENT CONVEYANCE SWALE NOA SLOPE = 1,50% \
SOT. WIDTH: 6' CONVEYANCE SWALEWO.5 SLOPE @ 1.50% / SIDE SLOPES: 3:1
PROTECT EXISTING SIDE SLOPES 31 : :\ J
� LINER :SEED &MULCH SLOPE @ 1.50 % I BOT. WIDTH: 6' /
W/ EXCELSIOR MATTING FENCE SIDE SLOPES: 3:1 BOT. WIDTH: 6' / LINER: SEED & MULCH
t
BOT. WIDTH: 6' LINER: SEED & MULCH PROTECT EXISTING
W/ EXCELSIOR MATTING
W/ EXCELSIOR MATTING FENCE (TYP OF ALL) /
LINER :SEED &MULCH 3_ L.I / � ayel
CL W/EXCELSIOR MATTING
i I �� ) A
1 ———--------- —_ ( �� �' SF SF SF wire fence" ST FO / i \�� CL iwoodenfence ST CL
SF
n
_ o
23 1 3 32 23 2 2 _ _ 2
_ m ., k 22 z ,
E4 �233 232 231 230��
1 -A � ST 23� -
_ ST
v n aorroM ensINeorrona ST ,1 ST. r ST r
SFO
_-A r _ PERMANENT '\ PERMANENT \ ST
RERMANEI�T \ ✓ RAILROAD TIE - _ N _ , ` -'RAILROAD TIE PERMANENT
CONVEYAN E SWALE 8A I CHEEK DAM 1 q� CHECK -DAM RAILROAD TIE
CONVEYANCE SWALE NO.2 N
OPE �0.50% ��� ,,` y o N \ CHECK DAM / r i" / SFO
SLOPE @ 1.50% /
SID LOPES : 3:1.p 1 INSTAL! TEMP. SIDE SLOPES: 3:1
1 BO . WIDTI: 6' SEDIMENT TUBE -" - N - BOT. WIDTH: 6'
W/PERMANENT
INER: S EXCE Sl RIM ��G ! SFO IN PERMANENT SWALES , � �" RAILROAD TIE N LINER :SEED &MULCH 1 ' ,
(TYP. OF ALL) W w/CONTRACTOR'S BLEND J" Lot
CHECK -DAM � j ,
s' \ � ( � N PERMANENT S14ALE
\� INSTALL TEMP. 3 1 _
-A � ST � � � � � WITH SIDE SLOPE 3:1, �
i
SEDIMENT TUBE Lot ` —
� BOT. WIDTH, PERMANENT 1�� ,
IN PERMANENT SWALES -
_ t 1 RAILROAD TIE �'i SF /
' N M LINER: SEED & MULCH I 11
,A (TYP. OFAL!) a W/ EXCELSIOR MATTING % CHECK -DAM z7
(
/ M TYP OF ALL) /
PERMANENT % I : �� \ / , rl. t '1
CONVEYANCE SWALE 98 f _ _ _ o:' i i SFO
y � SLOPE = 1.50% _ - %� '`' fj• � �� �
SIDE SLOPES : 3:1 4,," _ _
BOT. WIDTH: 6'
LINER :SEED & MULCH = -' / F• i
W/EXCELSIOR MATTING D r — - - —Lot 20
—
I J
235 234 'A ii ?t 'A -A yt 'A
.R 1 -A 'A � �
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rs V� .. %
CONVEYANCE SWALE 9A it ALL PERMANENT SWALES MUST Lod
�a _ o 'l '` ( j' HAVE MATTING INSTALLED IMMEDIATELY
�► v. SLOPE = 2.00/0 pq ;, i � j. r;' 1,;
w UPON CONSTRUCTION �, , SF
N �.SIDE SLOPES: 3:1 -A i �y —
W Tt t PERMANENT SWALE—
�': SFO 7+ BOT. WIDTH: 6' y Lot % / l
CONSTRUCT SILT FENCE -� 2 ! WITH SIDE SLOPE 3:1,
W -A LINER. SEED MULCH �, �v r �� -�e ti3n�
OUTLET AS SHOWN ON \, a ` w/EXCELSIOR MATTING -�A ► % SF STF BOT. WIDTH, / / i
PLANS. •ry to x etla \ rt _7 INSTALL TEMP. (/ LINER: SEED & MULCH N'
E 'A 'A, 'A � ' � 1 W/ EXCELSIOR MATTING � ✓,. �
SEDIMENT TUBE
`A IN PERMANENT SWALES %_ / i
r CONVEYANCE SWALE NO 6 I
.�,, � �,.�,, -h � �. -7e � ""�-- _ "�` , � � i !� � � �" � ! (TYP OF ALL) ' i � . o l 1 ST
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4a �� i' i ST - - / ' SIDE SLOPES: 3:1 l l:
/ ST N �� / ' BOT. WIDTH: 6'
SFO OP �� l
LINER: &MULCH
v CL unsuitable sods area > z33� _ - -
-rt _ _ z33 y W/ EXCELSIOR MATTING , SFO
` 'A -A ' (a - / 235-- 234 233 !
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SLOPE @ 1.00% ` I
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o _
EXISTING SIDE SLOPES: 3:1
a „: / ,
- ------ -- -- --- ----- ----- : _ FENCE G - i n BOT WIDTH: 6'-
tet
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_ - -0 EXCELSIOR MATTING i; W/ ELS
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ALL PERMANENT SWALES MUST
` _ I HAVE MATTING INSTALLED IMMEDIATELY I
UPON CONSTRUCTION
I
I I I I SCALE IN FEET
0' 30 60 120
YM.: REVISION DESCRIPTION:
Know what's below
Call before you dig.
® Dial 811
Or Call 800-632-4949
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Vicinity Sketch - Not to scale
CONSTRUCTION
FINAL PHASE:
'E & EROSION CONTROL MEASURES -
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 FINAL 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
(; LM M M M M
CONSTRUCTION LIMITS
A DEFINED AREA THAT ALL LAND DISTURBANCE WILL OCCUR
DURING CONSTRUCTION.
SEDIMENT T P
CL ■ ■ ■
CONSTRUCTION LIMITS
A DEFINED AREA THAT ALL 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
MAR 16
1
(HULLED)
O
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 OF APPLICATION 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.
33
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'A 7ti 'A J` - 1 WITH SIDE SLOPE 3:1,
' /
Ds3 \ -A LINER: SEED MULCH � � n
ti BOT. WIDTH, 6'�
a w/ EXCELSIOR MATTING y tla% l 1
w ` g\ INSTALL TEMP. LINER: SEED & MULCH
• A 1A -A
-A � r ax iN
'A -A� % � � SEDIMENT TUBE � W/EXCELSIOR MATTING
'A i IN PERMANENT SWALES (TYP OFALL) CONVEYANCE SWALE NO.6
R /r (TYP.OFALL) - / SLOPE I.
n w -n , n \ n �� Ds3
i V i SIDE SLOPES : 3:1 !
�\,, �_ f`/ N ,' / BOT. WIDTH: 6,
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SIDE SLOPES: 3:1 \ I`
— --- —
--------=-. --- — .�--- - BOT. WIDTH: 6' —�I
i LINER: SEED & MULCH
Proposed Ds3
— —
j ' (Public ,0 wrExc EXCELSIOR
"
,� ELS MATTING
� � +- � � INSTALL TEMP
s PERMANENT SWALE SEDIMENT TUBE
Lot 4
WITH SIDE SLOPE 3:1, `� IN PERMANENT SWALES
BOT. WIDTH, 6' i (TYP. OF ALL)
LINER: SEED &MULCH
N N PERMANENT W/ EXCELSIOR MATTING
Lbtli
` Lot TYPOFALL I
SWA -
1
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Bryanstone Lane�� — — — — — — — ��S�axie� i Wooden fence
�� ors — — — — — — — — — — — — — \ \ ♦ INSTALL TEMP. Q W
� \ ( N:454,229.45 US Survey Ft. I SEDIMENT TUBE I I I o O
E: 1,967,114.43 US Survey Ft. I z
♦ ♦ ( EI.=236.63' NAVD88 \ IN PERMANENT SWALES
♦ �♦ \ (TYP.OFALL) I
ALL PERMANENT SWALES MUST W W 7 I'
t `♦ \ \ ( [HAVE MATTING INSTALLED IMMEDIATELY I I Z
UPON CONSTRUCTION
o t O
uJ
50
SCALE IN FEET Um U) _
N
0' 30 60 120
I
Know what's below
Call before you dig.
® Dial 811
Or Call 800-632-4949
DESIGNED BY:
JEH
>YM.:
REVISION DESCRIPTION:
DATE:
DRAWN BY.
JLF
2�
PER NCDEQ COMMENTS DATED NOVEMBER 27, 2019
11128119
APPROVED BY.
JEH
3
SHEET:
4,
6
5�
6--
ROAD CENTERLINE REVISED PER WETLAND
O 25120
CIVIL

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 STORMWATER
DISCHARGE AND 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 15 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 ARE AVAILABLE AS AN EXCEL SPREADSHEET FROM LAND QUALITY WEB
SITE: www.dlr.enr.state.nc.us/pages/sedimentation new.html
SEEDING SCHEDULE
--NOTE---
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
(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)
SEPT 1 - NOV. 1 COMMON BERMUDA 30
SERICEA LESPEDEZA (UNSCARIFIED) 30
KOBE LESPEDEZA 10
SOIL AMENDMENTS
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
MULCH
APPLY 4, 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).
WATER
REFERTILIZE IN THE SECOND YEAR UNLESS THE GROWTH IS FULLY ADEQUATE.
MOW WHEN THE AVERAGE PLANT HEIGHT EXCEEDS 6 INCHES.
RESEED, FERTILIZE AND MULCH DAMAGED AREAS IMMEDIATELY.
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 IMMEDIATEL Y ADJACENT TO THE PROJECTAREA.
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. CLEAR AND GRUB SITE (WHERE REQUIRED) AND LEGALLY DISPOSE OFALL DEBRIS OFF SITE.
8. 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 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 1S 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
�A��iG �►
1. RIP THE ENTIRE AREA TO 6" DEPTH.
2. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE
REASONABLY SMOOTH AND UNIFORM.
3. APPLYAGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE INACCORDANCE
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 CULTIPACKAFTER 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.
SITE AREA
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
(HQW) ZONES
NO
FLATTER THAN 4:1
SLOPES STEEPER
7 DAYS
IF SLOPES ARE 10' OR LESS
THAN 3:1
1N 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 HQW ZONES)
TYPICAL GROUND COVER STABILIZATION TYPES - GRASS
AND OR SOD, WHEAT STRAW, MULCH, BIODEGRADABLE
STRAW MATTING, SYNTHETIC MATTING, ETC.
EROSION CONTROL MAINTENANCE SCHEDULE
MD1NG: PERIODICALLY CHECK ALL GRADED AREAS AND THE SUPPORTING EROSION AND
VTATION CONTROL PRACTICES, ESPECIALLYAFTER HEAVY RAINFALLS. PROMPTLY REMOVE ALL
VT FROM DIVERSIONS AND OTHER WATER -DISPOSAL PRACTICES. IF WASHOUT OR BREAKS
REPAIR THEM IMMEDIATELY. PROMPT MAINTENANCE OF SMALL ERODED AREAS BEFORE THEY
SIGNIFICANT GULLIES IS AN ESSENTIAL PART OF AN EFFECTIVE EROSION AND
VTATION CONTROL PLAN.
DORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT.MAINTAIN THE GRAVEL PAD IN A CONDITION TO
/ENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC
DRESSING WITH 2-INCH STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP
MENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS
ED, 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 (TEMPORAR)q: 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.
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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.
w
TREE PRESERVATION AND PROTECTION: REPAIR ANY DAMAGE TO PROTECTED TREE AS FOLLOW
SHOULD DAMAGE TO CROWN, TRUNK, OR ROOT SYSTEM OCCUR.
o
(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.
Q
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.
z
CUT OFF ALL DAMAGED TREE LIMBS ABOVE THE TREE COLLAR AT THE TRUNK OR MAIN BRANCH.
J
USE THREE SEPARATED CUTS AS SHOWN IN FIGURE 6.05C TO AVOID PEELING BARK FROM
Q
HEALTHYAREAS OF THE TREE.
O
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CIVIL

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCGO1 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCG01 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
Stabilize within this
Site Area Description
many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
7
None
perimeter slopes
(b) High Quality Water
7
None
(HQW) Zones
(c) Slopes steeper than
If slopes are 10' or less in length and are
3:1
7
not steeper than 2:1, 14 days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
(d) Slopes 3:1 to 4:1
14
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with slopes
ditches, perimeter slopes and HQW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
• Temporary grass seed covered with straw or
• Permanent grass seed covered with straw or
other mulches and tackifiers
other mulches and tackifiers
• Hydroseeding
• Geotextile fabrics such as permanent soil
• Rolled erosion control products with or
reinforcement matting
without temporary grass seed
• Hydroseeding
• Appropriately applied straw or other mulch
• Shrubs or other permanent plantings covered
• Plastic sheeting
with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
• Rolled erosion control products with grass seed
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Flocculants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4. Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5. Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers`.
2. Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site.
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably;
available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
NCGO I GROUND STABILIZATION AND MATERIAL
W
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
A HIGH MIN SANDBAGS (TYP.)
�
COHESIVE & OR STAPLES
LOW FILTRATION NIGH
o O O O SANDBAGS (TYP.) SOIL BERM 10 MIL COHESIVE &
O O OR STAPLES O O O O PLASTIC LINING LOW FILTRATION
10 MIL 1:1 SIDE SLOP SOIL BERM
1:1 PLASTIC O O
O SILT FENCE ��\\\ SIDE SLOP LINING SANDBAGS (TYP.) (TYP )
O O I (TYP')OR STAPLES O O o I
0 o O o 0 0 t
m O O O SECTION B-B
CLEARLY MARKED SIGNAGE SECTION A -A
CONCRETE NOTING DEVICE (18"X24" MIN.) NOTES.
WASHOUT
1. ACTUAL LOCATION DETERMINED IN FIELD
2. THE CONCRETE WASHOUT STRUCTURES SHALL
BE MAINTAINED WHEN THE LIQUID AND/OR SOLID
REACHES 75% OF THE STRUCTURES CAPACITY.
PLAN 3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE
CLEARY MARKED WITH SIGNAGE NOTING DEVICE.
BELOW GRADE WASHOUT STRUCTURE
NOT TO SCALE
(TYP.) NOTES:
OR STAPLES 1. ACTUAL LOCATION .DETERMINED IN
FIELD
CLEARLY MARKED SIGNAGE
CONCRETE NOTING DEVICE (18"X24" MIN.) 2. THE .CONCRETE WASHOUT
WASHOUT STRUCTURES SHALL BE MAINTAINED
WHEN THE LIQUID AND/OR SOLID
REACHES 75% OF THE STRUCTURES
CAPACITY TO PROVIDE ADEQUATE
HOLDING CAPACITY WITH A MINIMUM 12
PLAN INCHES OF FREEBOARD.
3.CONCRETE WASHOUT STRUCTURE
NEEDS TO BE CLEARY MARKED WITH
SIGNAGE NOTING DEVICE.
ABOVE GRADE WASHOUT STRUCTURE
NOT TO SCALE
CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
HAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on -site.
2. Place hazardous waste containers under cover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
HANDLING
EFFECTIVE: 04/01/19
YM.: REVISION DESCRIPTION:
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CIVIL

PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
Self -inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be
performed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record.
Frequency
Inspect
(during normal
Inspection records must include:
business hours)
(1) Rain gauge
Daily
Daily rainfall amounts.
maintained in
If no daily rain gauge observations are made during weekend or
good working
holiday periods, and no individual -day rainfall information is
order
available, record the cumulative rain measurement for those un-
attended days (and this will determine if a site inspection is
needed). Days on which no rainfall occurred shall be recorded as
"zero." The permittee may use another rain -monitoring device
approved by the Division.
(2) E&SC
At least once per
1. Identification of the measures inspected,
Measures
7 calendar days
2. Date and time of the inspection,
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Indication of whether the measures were operating
event > 1.0 inch in
properly,
24 hours
5. Description of maintenance needs for the measure,
6. Description, evidence, and date of corrective actions taken.
(3) Stormwater
At least once per
1. Identification of the discharge outfalls inspected,
discharge
7 calendar days
2. Date and time of the inspection,
outfalls (SDOs)
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Evidence of indicators of stormwater pollution such as oil
event > 1.0 inch in
sheen, floating or suspended solids or discoloration,
24 hours
5. Indication of visible sediment leaving the site,
6. Description, evidence, and date of corrective actions taken.
(4) Perimeter of
At least once per
If visible sedimentation is found outside site limits, then a record
site
7 calendar days
of the following shall be made:
and within 24
1. Actions taken to clean up or stabilize the sediment that has left
hours of a rain
the site limits,
event > 1.0 inch in
2. Description, evidence, and date of corrective actions taken, and
24 hours
3. An explanation as to the actions taken to control future
releases.
(5) Streams or
At least once per
If the stream or wetland has increased visible sedimentation or a
wetlands onsite
7 calendar days
stream has visible increased turbidity from the construction
or offsite
and within 24
activity, then a record of the following shall be made:
(where
hours of a rain
1. Description, evidence and date of corrective actions taken, and
accessible)
event > 1.0 inch in
2. Records of the required reports to the appropriate Division
24 hours
Regional Office per Part III, Section C, Item (2)(a) of this permit.
(6) Ground
After each phase
1. The phase of grading (installation of perimeter E&SC
stabilization
of grading
measures, clearing and grubbing, installation of storm
measures
drainage facilities, completion of all land -disturbing
activity, construction or redevelopment, permanent
ground cover).
2. Documentation that the required ground stabilization
measures have been provided within the required
timeframe or an assurance that they will be provided as
soon as possible.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be kept on site and available for
inspection at all times during normal business hours.
Item to Document
Documentation Requirements
(a) Each E&SC measure has been installed
Initial and date each E&SC measure on a copy
and does not significantly deviate from the
of the approved E&SC plan or complete, date
locations, dimensions and relative elevations
and sign an inspection report that lists each
shown on the approved E&SC plan.
E&SC measure shown on the approved E&SC
plan. This documentation is required upon the
initial installation of the E&SC measures or if
the E&SC measures are modified after initial
installation.
(b) A phase of grading has been completed.
Initial and date a copy of the approved E&SC
plan or complete, date and sign an inspection
report to indicate completion of the
construction phase.
(c) Ground cover is located and installed
Initial and date a copy of the approved E&SC
in accordance with the approved E&SC
plan or complete, date and sign an inspection
plan.
report to indicate compliance with approved
ground cover specifications.
(d) The maintenance and repair
Complete, date and sign an inspection report.
requirements for all E&SC measures
have been performed.
(e) Corrective actions have been taken
Initial and date a copy of the approved E&SC
to E&SC measures.
plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
GO
Z
2. Additional Documentation to be Kept on Site
In addition to the E&SC plan documents above, the following items shall be kept on the
site and available for inspectors at all times during normal business hours, unless the
Division provides a site -specific exemption based on unique site conditions that make
this requirement not practical:
(a) This General Permit as well as the Certificate of Coverage, after it is received.
(b) Records of inspections made during the previous twelve months. The permittee shall
record the required observations on the Inspection Record Form provided by the
Division or a similar inspection form that includes all the required elements. Use of
electronically -available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard -copy records.
3. Documentation to be Retained for Three Years
All data used to complete the a-NOI and all inspection records shall be maintained for a'i'period
of three years after project completion and made available upon request. [40 CFR 122.41]
PART II, SECTION G..ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down
for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather).
Non -surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met:
(a) The E&SC plan authority has been provided with documentation of the non -surface withdrawal and the specific time periods or conditions in which it will occur. The non -surface withdrawal
shall not commence until the E&SC plan authority has approved these items,
(b) The non -surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit,
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include
properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems,
(d) Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above,
(e) Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and
(f) Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that Must be Reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
• They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waters (regardless of volume), or
• They are within 100 feet of surface waters (regardless of volume).
(c) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(d) Anticipated bypasses and unanticipated bypasses.
(e) Noncompliance with the conditions of this permit that may endanger health or the
environment.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Department's Environmental Emergency Center personnel at (800)
858-0368.
Occurrence
Reporting Timeframes (After Discovery) and Other Requirements
(a) Visible sediment
•
Within 24 hours, an oral or electronic notification.
deposition in a
.
Within 7calendar days, a report that contains a description of the
stream or wetland
sediment and actions taken to address the cause of the deposition.
Division staff may waive the requirement for a written report on a
case -by -case basis.
•
If the stream is named on the NC 303(d) list as impaired for sediment -
related causes, the permittee may be required to perform additional
monitoring, inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure compliance
with the federal or state impaired -waters conditions.
(b) Oil spills and
•
Within 24 hours, an oral or electronic notification. The notification
release of
shall include information about the date, time, nature, volume and
hazardous
location of the spill or release.
substances per Item
1(b)-(c) above
(c) Anticipated
•
A report at least ten days before the date of the bypass, if possible.
bypasses [40 CFR
The report shall include an evaluation of the anticipated quality and
122.41(m)(3)]
effect of the bypass.
(d) Unanticipated
•
within 24 hours, an oral or electronic notification.
bypasses [40 CFR
o
Within 7calendar days, a report that includes an evaluation of the
122.41(m)(3)]
quality and effect of the bypass.
(e) Noncompliance
o
Within 24 hours, an oral or electronic notification.
with the conditions
o
Within 7calendar days, a report that contains a description of the
of this permit that
noncompliance, and its causes; the period of noncompliance,
may endanger
including exact dates and times, and if the noncompliance has not
health or the
been corrected, the anticipated time noncompliance is expected to
environment[40
continue; and steps taken or planned to reduce, eliminate, and
CFR 122.41(I)(7)]
prevent reoccurrence of the noncompliance. [40 CFR 122.41(I)(6).
•
Division staff may waive the requirement for a written report on a
case -by -case basis.
NCG01 SELF--I-NSPECTION,'I"v_-Eu�CO-IDV-T""%-Xr-1107..--'�77EP-I-NG AND REPORTINGUPORTING
EFFECTIVE: 04/01/19
GYM.: REVISION DESCRIPTION
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C E TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE DETAIL
NOT TO SCALE
12" THICK SEDIMENT
CONTROL STONE
2
Low 1\
STRUCTURAL
STONE
19 GUA
CLOTH
TOP OF SILT FENCE
MUST BEAT LEAST V
ABOVE TOP OF THE
WASHED STONE.
I I 18" M/N.
CROSS SECTION
24"
NOTES:
1. STRUCTURAL STONE SHALL BE
CLASS "B" STONE FOR EROSION
CONTROL PURPOSES. SEDIMENT
CONTROL STONE SHALL BE
#5 OR #57 STONE.
2. OUTLETS TO BE PLACED AT
LOW POINTS ALONG SILT FENCE.
TOP VIEW STEEL POST
----- - --- --" SEE SILT FENCE
i-� -- 4' MAX DETAIL
WEIR
'-12" MAX.
NATURAL
GROUND
IG
FILTERED
WATER
FRONT VIEW
INSTALL FILTER FABRIC
UNDER RIP RAP AND GRAVEL
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.
1/� ► lam►
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 1T OUT AS NECESSARY.
IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS
SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.
CONSTRUCTION SPECIFICATIONS
1. PLACE STONE TO THE LINES AND DIMENSIONS SHOWN IN THE
PLAN ON A FILTER FABRIC FOUNDATION.
2. KEEP THE CENTER STONE SECTION AT LEAST 9 INCHES BELOW
NATURAL GROUND LEVEL WHERE THE DAM ABUTS THE CHANNEL
BANKS.
3. EXTEND STONE AT LEAST 1.5 FEET BEYOND THE DITCH BANK TO
KEEP WATER FROM CUTTING AROUND THE ENDS OF THE CHECK
DAM.
4. PROTECT THE CHANNEL AFTER THE DAM FROM HEAVY FLOW
THAT COULD CAUSE EROSION.
6. MAKE SURE THAT THE CHANNEL REACH ABOVE THE MOST
UPSTREAM DAM IS STABLE.
7. ENSURE THAT OTHER AREAS OF THE CHANNEL, SUCH AS
CULVERT ENTRANCES BELOW THE DAM, ARE NOT SUBJECT TO
DAMAGE OR BLOCKAGE FROM DISPLACED STONES.
8. SEE SILT FENCE DETAIL FOR CONSTRUCTION SPECIFICATIONS.
1fj&A TilTirl.1il_1
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
a AND CROSS SECTION.
' SILT FENCE OUTLET DETAIL
NOT TO SCALE
2" X 2" WOOD STAKES
OR 1.25 #/FT STEEL
POST
2.0' SPACING (TYPICAL)
CONTINUOUS ALONG
TUBE
WOVEN GEOSYNTHETIC
FILTER FABRIC
EXTEND FABRIC AND
WIRE INTO TRENCH
STEEL POSTS
8' D.C. WITH WIRE
COMPACTED
BACKFILL
�- R
F,
F1.01,
NOTE_
REMOVE SEDIMENT DEEPER THAN 8
ol
12". REPAIR ANY UNDERMINE 4r
IMMEDIATELY.
CONSTRUCTION SPECIFICATIONS:
CONSTRUCTION:
1. CONSTRUCT THE SEDIMENT BARRIER OF STANDARD 6J EXTRA STRENGTH FILTER FABRIC WITH 6 FEET POST SPACING
STRENGTH OR EXTRA STRENGTH SYNTHETIC FILTER FABRICS. DOES NOT REQUIRE WIRE MESH SUPPORT FENCE. SECURELY
FASTEN THE FILTER FABRIC DIRECTLY TO THE POSTS. WIRE OR
2. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES PLASTIC ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE
NOT EXCEED 24 INCHES ABOVE GROUND SURFACE. STRENGTH.
7. EXCAVATE A TRENCH APPROXIMATELY 4 INCHES WIDE AND 8
3. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS INCHES DEEP ALONG THE PROPOSED LINE OF POSTS AND UPSLOPE
ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID FROM THE BARRIER.
JOINTS. WHEN JOINTS ARE NECESSARY, SECURELY FASTEN
THE FILTER CLOTH ONLYAT A SUPPORT POST WITH 4 FEET & PLACE 12 INCHES OF THE FABRIC ALONG THE BOTTOM AND SIDE
MINIMUM OVERLAP TO THE NEXT POST. OF THE TRENCH.
4. SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE 9. BACKFILL THE TRENCH WITH SOIL PLACED OVER THE FILTER
FABRIC AND COMPACT. THOROUGH COMPACTION OF THE BACKFILL
MESH FASTENED SECURELY TO THE UPSLOPE SIDE OF THE IS CRITICAL TO SILT FENCE PERFORMANCE.
POSTS. EXTEND THE WIRE MESH SUPPORT TO THE BOTTOM
OF THE TRENCH. FASTEN THE WIRE REINFORCEMENT, THEN 10. DO NOT ATTACH FILTER FABRIC TO EXISTING TREES.
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.
FLOW
TOP VIEW
OF DITCH
SEDIMENT TUBE SPACING
-i _:: .
�a P i
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
SEDIMENT TUBE
STSCALE: N.T.S.
SF
>1LT FENCE DETAIL
NOT TO SCALE
COMP,
n1 AAl Al
MATERIAL:
1. USE SYNTHETIC FILTER FABRIC OFAT 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 WEEKAND AFTER
EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
2. SHOULD THE FABRIC OF A 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.
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.
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 A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE
SEDIMENT FROM THE FLOW AREA 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.
TEMPORARY DIVERSIONS
SCALE: N.T.S.
REVISION DESCRIPTION.
PER NCDEQ COMMENTS DATED NOVEMBER 15, 2019
2 PER NCDEQ COMMENTS DATED NOVEMBER 27, 2019
5
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DATE: DESIGNED BY JEH
11/18/19 DRAWN BY JLF
11/28/19 APPROVED BY.JEH
SHEET:
8.1
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NCDOT #5 OR #57
WASHED STONE
0
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x
7-1
Pive Outlet to Flat Area
Pipe Outlet to Well-defined
Channel
k
ection AA
Rter
blanket
Notes
1. La is the length of the riprap
apron.
. d `l titres the maximurn
stole diameter but not less
than 1".
. In a well-defined channel ex-
tend the apron asp the channel
banks to an elevation of 6'
above the maximum tal lwater
depth or to the top of the bank,
whichever is less.
. A filter blanket or filter fabric
should be installed between
the riprap and s if foundation,
OP RIP RAP OUTLET PROTECTION
NOT TO SCALE
1
19-QUAGE HARDWARE CLOTH
(!14 " MESH OPENINGS)
STEEL POSTS
WITH WIRE MESH
NCDOT #5 OR #57
WASHED STONE
.tea
INLET TOPS TO REMAIN
OFF INLET STRUCTURES WHILE
INLET PROTECTION IS IN PLACE.
i P HARDWARE CLOTH & GRAVEL
INLET PROTECTION DETAIL
NOT TO SCALE
4' MAX.
o"- N CA RO
SS
Q S =
03 0
CONSTRUCTION SPECIFICATIONS E.
' Iilllll 1 1`
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 M v
INCREASING THE RIPRAP THICKNESS. C M
N C
2. THE RIPRAP AND GRAVEL FILTER MUST CONFORM TO THE SPECIFIED GRADING �-
LIMITS SHOWN ON THE PLANS. Z V � M
zs Z N '� 00
3. FILTER CLOTH, WHEN USED, MUST MEET DESIGN REQUIREMENTS AND BE - N C)
PROPERLY PROTECTED FROM PUNCHING OR TEARING DURING INSTALLATION. to N C-
REPAIR ANY DAMAGE BY REMOVING THE RIPRAP AND PLACING ANOTHER PIECE OF tts M10
FILTER CLOTH OVER THE DAMAGED AREA. ALL CONNECTING JOINTS SHOULD
CO
OVERLAP SO THE TOP LAYER IS ABOVE THE DOWNSTREAM LAYER A MINIMUM OF 1 'a Cn C
FOOT. IF THE DAMAGE IS EXTENSIVE, REPLACE THE ENTIRE FILTER CLOTH. O v
4. RIPRAP MAY BE PLACED BY EQUIPMENT, BUT TAKE CARE TO AVOID DAMAGING i
N o �:�
THE FILTER. ,Y Mp
W Cl-
'1
5. THE MINIMUM THICKNESS OF THE RIPRAP SHOULD BE 1.5 TIMES THE MAXIMUM
STONE DIAMETER. CL M
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 A 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). W
MAINTENANCE
�W
INSPECT RIPRAP OUTLET STRUCTURES WEEKLY AND 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.
I
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3
�., 1 2'
16„
INLET WALL
2'
CONSTRUCTION SPECIFICATIONS:
1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE
INLET.
2. DRIVE 5' STEEL POST 2' INTO THE GROUND SURROUNDING THE
INLET SPACE POSTS EVENLY AROUND THE PERIMETER ON THE
INLET, MAX. 4' APART.
3. SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH.
AND BOTTOM PLACING A 2� 1 AEP OF THE WIRE AT
UNDER MIDDLE
GRAVEL FOR ANCHORING IS RECOMMENDED.
4. PLACE CLEAN GRAVEL (NCDOT #5 OR #57 STONE) ON A 2:1 SLOPE
WITH HEIGHT OF 16"AROUND THE WIRE, AND SMOOTH TO AN
EVEN LEVEL.
5. REOUL4T©SDRAINAGE
METEETASFLBLR4EMOVACCUMEDINANDSBIH FINAL
ELEVATIONS.
6. COMPACT THEAREA PROPERLYAND STABILIZE IT WITH GROUND
COVER.
MAINTENANCE:
INSPECT INLETS AT LEAST WEEKLYANDAFTER
EACH SIGNIFICANT (112" OR GREATER) RAINFALL
EVENT.
CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHER
OBJECTS TO PROVIDE ADEQUATE FLOW FOR
SUBSEQUENT RAINS.
TAKE CARE NOT TO DAMAGE OR UNDERCUT THE
WIRE MESH DURING SEDIMENT REMOVAL.
REPLACE STONE AS NEEDED.
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DESIGNED BY.JEH
'YM.: REVISION DESCRIPTION: DATE:
DRAWN BY.JLF
2 ;> PER NCDEQ COMMENTS DATED NOVEMBER 27, 2019 11128117 APPROVED BY: JEH
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SHEET:
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STEEL POSTS
(QUANTITY VAR.)
SKIMMER SEDIMENT BASIN rL.HIv V►c vv
DESIGN CRITERIA
DRAINAGE
AREA <10AC.
(ACRES) INFLOW
STRUCTURE
MIN �2 N
LENGTH TO 1 2:1
WIDTH RATIO NEEDS -
MAX.
LENGTH TO 6:1
WIDTH RATIO'
� N
MIN 1800 AVERAGE AREA'
VOLUME (CU. FT. WIDTH W = -- -
REQUIRED PER AC. L
DISTURBED) 'AREA OF BASIN WATER SURFACE
AT TOP OF PRINCIPAL SPILLWAY
325
SURFACE (SQ. FT. PER
AREA CFS Q10)
REQUIRED j CROSS-SECTION VIEW
POTENTIAL FOR -
PIPING CAN
OCCUR. PROPER
DESIGN TO
MINIMIZE
DISCHARGE
scA90UM46Mc
Pf00fgCTAVfLVgfbR
PVC VENT PIPE �M)
FLOAT -\
L = 1.4 X DEPTH -�
TO THE OVERFLOW
MINIMUM LENGTH APPLIES
MAINTAIN DEPRESSION
TO MINIMIZE CHANCE
OF SKIMMER
STI IrK
COIR FIBER BAFFL6.65)
(PRAC. STND 6.65)
SIDE VIEW
S K SEDIMENT SKIMMER BASIN
SCALE: N.T.S.
BOTTOM OF BASIN FLEXIBLE HOSE
SIDE VIEW
TOP OF DAM
EMERGENCY
SPILLWAY
FLOAT
EMBANKMENT
VW5' MIN.
NOTES:
1. REFER TO NCESCPDM SECTION
#6.64 FOR ADDITIONAL DESIGN
SPECIFICATIONS REGARDING
SKIMMER SEDIMENT BASINS.
2 2. REFER TO STD. 524.1 FOR BAFFLE
SPACING AND INSTALLATION.
EMERGENCY SPILLWAY
EMBANKMENT
T=1.5' MIN.
EMERGENCY
SPILLWAY
ANTI -SEEP
COLLAR
WATER ENTRY UNIT WITH
TRASH SCREEN
ORIFICE OPENING INSIDE
THE HORIZONTAL TUBE
WITH A CONSTANT
HYDRAULIC HEAD
SCHEDULE 40 PVC PIPE
(BARREL OR ARM)
FLEXIBLE HOSE
PIPE INVERT , TOP VIEW
PVC VENT PIPE
DISCHARGE
PIPE SCH. 40
PVC
FLEXIBLE HOSE MUST BE
SECURELY FASTENED TO THE
WATER QUALITY DISCHARGE
OPENING
WATER ENTRY UNIT
-END VIEW
GENERAL NOTES:
1. PROPER DESIGN MUST BE COMPLETED TO MINIMIZE PIPING AROUND DISCHARGE
PIPE.
2. PROPER ORIFICE OPENING MUST BE SELECTED TO ENSURE POND DRAINS 1N
CORRECT AMOUNT OF TIME. MODIFICATIONS MAYBE REQUIRED IFFIELD
CONDITIONS WARRANT A CHANGE.
3. EMBANKMENT MUST BE COMPACTED TO DESIGN SPECIFICATIONS.
4. EMERGENCY SPILLWAY MUST BE CORRECTLY SIZED AND EROSION PROTECTION
INSTALLED.
5. EROSION PROTECTION MUST BE INSTALLED ALONG THE EMBANKMENT AND AT
THE DISCHARGE END OF THE PIPE.
6. INSPECT SYSTEM REGULARLY TO ENSURE IT IS FUNCTIONING IN A CORRECT
MANNER.
7. EIGHT SIZES OF SKIMMERS ARE AVAILABLE, REFER TO THE FLOW SHEET, CUT
SHEET, AND INSTRUCTIONS ON WEB SITE FOR EACH SIZE.
SKIMMER DEWATERING DEVICE
NOT TO SCALE
MAINTENANCE
CONSTRUCTION SPECIFICATION
1. CLEAR, GRUB, AND STRIPAREA UNDER THE EMBANKMENT OFALL VEGETATION
TEMPORARY SLOPE DRAINS OR DIVERSIONS WITH OUTLET PROTECTION TO DIVERT SEDIMENT
AND ROOT MAT. REMOVE ALL SURFACE SOIL CONTAINING HIGH AMOUNTS OF
LADEN WATER TO THE UPPER END OF THE POOL AREA TO IMPROVE BASIN TRAP EFFICIENCY
ORGANIC MATTER AND STOCKPILE OR DISPOSE OF IT PROPERLY. HAUL ALL OBJECTIONABLE
(REFERENCES: RUNOFF CONTROL MEASURES AND OUTLET PROTECTION).
MATERIAL TO THE DESIGNATED DISPOSAL AREA. PLACE TEMPORARY SEDIMENT CONTROL
MEASURES BELOW BASIN AS NEEDED.
9. EROSION CONTROL - CONSTRUCT THE STRUCTURE SO THAT THE DISTURBED AREA IS
MINIMIZED. DIVERT SURFACE WATER AWAY FROM BARE AREAS. COMPLETE THE EMBANKMENT
2. ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF ROOTS, WOODY
BEFORE THE AREA IS CLEARED. STABILIZE THE EMERGENCY SPILLWAY EMBANKMENT AND ALL
VEGETATION, ORGANIC MATTER, AND OTHER OBJECTIONABLE MATERIAL. PLACE THE FILL
OTHER DISTURBED AREAS ABOVE THE CREST OF THE PRINCIPAL SPILLWAY IMMEDIATELY AFTER
1N LIFTS NOT TO EXCEED 9 INCHES, AND MACHINE COMPACT IT. OVER FILL THE
CONSTRUCTION ( REFERENCES: SURFACE STABILIZATION).
EMBANKMENT 6 INCHES TO ALLOW FOR SETTLEMENT.
10. INSTALL POROUS BAFFLES AS SPECIFIED IN PRACTICE 6.65
3. SHAPE THE BASIN TO THE SPECIFIED DIMENSIONS. PREVENT THE SKIMMING DEVICE
FROM SETTLING INTO THE MUD BY EXCAVATING A SHALLOW PIT UNDER THE SKIMMER OR
11. AFTER ALL THE SEDIMENT: PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED,
PROVIDING A LOW SUPPORT UNDER THE SKIMMER OF STONE OR TIMBER.
REMOVE THE STRUCTURE AND AIL THE UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND
WITH THE ADJOINING AREAS AND STABILIZE PROPERLY ( REFERENCES: SURFACE STABILIZATION).
4. PLACE THE BARREL (TYPICALLY 4-INCH SCHEDULE 40 PVC PIPE) ON A FIRM, SMOOTH
FOUNDATION OF IMPERVIOUS SOIL. DO NOT USE PREVIOUS MATERIAL SUCH AS SAND, GRAVEL,
OR CRUSHED STONE AS A BACK FILL AROUND THE PIPE. PLACE THE FILL MATERIAL AROUND THE
PIPE SPILLWAY IN 4-INCH LAYERS AND COMPACT IT UNDER AND AROUND THE PIPE TO AT LEAST
THE SAME DENSITYAS THE ADJACENT EMBANKMENT. CARE MUST BE TAKEN NOT TO RAISETHE
PIPE FROM THE FIRM CONTRACT WITH ITS FOUNDATION WHEN COMPACTING UNDER THE PIPE
MAINTENANCE
HAUNCHES.
INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLYAND AFTER EACH SIGNIFICANT RAINFALL
PLACE A MINIMUM DEPTH OF 2 FEET OF COMPACTED BACK FILL OVER THE PIPE SPILLWAY
EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL
BEFORE CROSSING IT WITH CONSTRUCTION EQUIPMENT, IN NO CASE SHOULD THE PIPE CONDUIT
DIMENSIONS WHEN SEDIMENT ACCUMULATES TO ONE-HALF THE HEIGHT OF THE BATTLE. PULL
BE INSTALLED BY CUTTING A TRENCH THROUGH THE DAM AFTER THE EMBANKMENT IS
THE SKIMMER TO ONE SIDE SO THAT THE SEDIMENT UNDERNEATH IT CAN BE EXCAVATED.
COMPLETE.
EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN, NOT JUST AROUND THE SKIMMER OR THE
FIRST CELL. MAKE SURE VEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES NOT HOLD
5. ASSEMBLE THE SKIMMER FOLLOWING THE MANUFACTURES INSTRUCTIONS, OR AS DESIGNED.
DOWN THE SKIMMER.
6. LAY THE ASSEMBLED SKIMMER ON THE BOTTOM OF THE BASIN WITH THE FLEXIBLE JOINT AT
REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE ANCHOR THE BAFFLES IF WATER IS FLOWING
THE INLET OF THE BARREL PIPE. ATTACH THE FLEXIBLE JOINT TO THE BARREL PIPE AND
UNDERNEATH OR AROUND THEM.
POSITION THE SKIMMER OVER THE EXCAVATED PIT OR SUPPORT. BE SURE TO ATTACH A ROPE
TO THE SKIMMER AND ANCHOR IT TO THE SIDE OF THE BASIN. THIS WILL BE USED TO PULL THE
IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY
SKIMMER TO THE SIDE FOR MAINTENANCE.
JERKING ON THE ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN AND DISLODGE THE
DEBRIS AND RESTORE FLOW. IF THIS DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE
7. EARTHEN SPILLWAYS - INSTALL THE SPILLWAY IN UNDISTURBED SOIL TO THE GREATEST ''
AND REMOVE DEBRIS. ALSO CHECK THE ORIFICE INSIDE THE SKIMMER FOR DEBRIS.
EXTENT POSSIBLE. THE ACHIEVEMENT OF PLANNED ELEVATIONS, GRADE, DESIGN WIDTH, AND
ENTRANCE AND EXIT CHANNEL SLOPES ARE CRITICAL TO THE SUCCESSFUL OPERATION OF THE
IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE
SPILLWAY. THE SPILLWAY SHOULD BE LINED WITH THE LAMINATED PLASTIC OR IMPERMEABLE
OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BY FLUSHING WITH WATER. BE SURE AND
GEO TEXTILE FABRIC. THE FABRIC MUST BE WIDE AND LONG ENOUGH TO COVER THE BOTTOM
REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER.
AND SIDES AND EXTEND ONTO THE TOP OF THE DAM FOR ANCHORING IN A TRENCH. THE EDGES
MAY BE SECURED WITH 8-INCH STAPLES OR PINS. THE FABRIC MUST BE LONG ENOUGH TO
CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH THE
EXTEND DOWN THE SLOPE AND EXIT ONTO STABLE GROUND. THE WIDTH OF THE FABRIC MUST
FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK THE EMBANKMENT, SPILLWAYS,
BE ONE PIECE, NOT JOINED OR SPLICED, OTHERWISE WATER CAN GET UNDER THE FABRIC. IF
AND OUTLET FOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND
THE LENGTH OF THE FABRIC IS INSUFFICIENT FOR THE ENTIRE LENGTH OF THE SPILLWAY,
SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND OTHER
MULTIPLE SECTIONS, SPANNING THE COMPLETE WIDTH, MAY BE USED. THE UPPER SECTIONS
DEBRIS FROM THE SKIMMER AND POOL AREAS.
SHOULD OVERLAP THE LOWER SECTIONS SO THAT WATER CANNOT FLOW UNDER THE FABRIC.
SECURE THE UPPER EDGE AND SIDES OF THE FABRIC IN A TRENCH WITH STAPLES OR PINS.
FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS
(ADAPTED FROM "A MANUAL FOR DESIGNING, INSTALLING AND MAINTAINING SKIMMER SEDIMENT SHOULD BETAKEN IN THE WINTER TO PREVENT THE SKIMMER FROM PLUGGING WITH ICE.
BASINS." FEBRUARY 1999 J.W. FAIR CLOTH & SON.)
8. INLETS - DISCHARGE WATER INTO THE BASIN IN A MANNER TO PREVENT EROSION. USE
1. PULL SKIMMER OVER TO THE SIDE OF BASIN AND
REMOVE DEBRIS AND EXCESS SEDIMENTS THAT HAVE
ACCUMULATED FROM RAINFALL EVENTS.
2. IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS
WATER IN THE BASIN, JERK THE SKIMMER TO BOB UP
AND DOWN TO DISLODGE THE DEBRIS AND RESTORE
FLOW. CHECK ORIFICE INSIDE THE SKIMMER FOR
CLOGGING AND REMOVE AS NEEDED.
3, IF SKIMMER ARM OR BARREL PIPE IS CLOGGED, REMOVE
THE ORIFICE AND THE OBSTRUCTION CAN BE CLEARED
WITH PLUMBER'S SNAKE OR BY FLUSHING WITH WATER.
REPLACE THE ORIFICE BEFORE REPOSITIONING THE
SKIMMER.
STAKE TO
SUPPORT WIRE
SUPPORT ROPE STEEL
TO WIRE TO POST (TYP.)
PREVENT SAGGING
COIR MESH OR SIMILAR, v i
STAPLED OR TRENCHED
INTO BOTTOM OR SIDE SUPPORT POST
24" INTO BOTTOM
OR SIDE (TYP.)
BAFFLE SECTION
/AI! CT 7llA/C
5
OUTI
BAFFLE PLAN "" I", "`
------ - ----- 15% OF SURFACE AREA
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 REPAR INTO THE SAWHORSE LEGS FOR
ANCHORING. THE 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.
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 OFA BAFFLE
COLLAPSE, TEAR DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
REMOVE SEDIMENT DEPOSITS WHEN IT REACHED HALF FULL TO PROVIDE ADEQUATE
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.
� (,,,=�BAFFLES FOR TEMPORARY SEDIMENT TRAPS
v' l NOT TO SCALE
GYM.: REVISION DESCRIPTION:
PER NCDEQ COMMENTS DATED NOVEMBER 15, 2019
i PER NCDEQ COMMENTS DATED NOVEMBER 27, 2019
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DESIGNED BY. JLF
DATE.
11118119 DRAWN BY. JLF
11128119 APPROVED BY: JEH
SHEET:
9
CIVIL

244
242
240
238
236
234
232
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Recombination Survey for Terry Long-
CAbinet 4, Slide 4-79, Map 005
Terry Long
D_B. 1121, P_q. 634
EX. Bin
ALL CROSSING SHOWN ARE
APPROXIMATE -CONTRACTOR
SHALL FIELD VERIFY INVERTS
AND PROVIDE ADEQUATE SEPARATION
AS NEEDED ,
MIN
EXISTING GRADE ,- PROPOSED GRADE
8" SDR-21 PVC
WATERMAIN
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50
WATERMAIN PROFILE
SCALE: Hoz. 1"=50' Vert. 1" = 5'
.32
18"
CL ROAD STA. 6+5
1- FIRE HYDRANT
4--
5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00
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GENERAL UTILITY CONSTRUCTION NOTE:
1) ALL WORK AND 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.
4) ALL PVC WATERMAIN SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST
VERSION OF AWWA STANDARDS C605.
5) CONTRACTOR SHALL REFERENCE AWWA FOR DISINFECTION OF WATERMAINS PER
AWWA STANDARD C651.
6). ALL WATER SERVICE SHALL BE 1 " PE UNLESS OTHERWISED NOTED.
Know what's below
Call before you dig.
® Dial 811
Or Call 800-632-4949
244
242
240
238
236
234
232
230
228
226
224
222
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SCALE IN FEET
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REVISION DESCRIPTION:
DATE:
DRAWN BY. �
JLF
2
PER NCDEQ & NCDOT COMMENTS DATED NOVEMBER 27, 2019
11128119
APPROVED BY
JEH
PER NCDNER WATERMAIN COMMENTS
12104119
SHEET'
4
10
5
6
ROAD CENTERLINE REVISED PER WETLAND
0212 I220
CIVIL

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FIRE HYDRANT SHALL BE MUELLER BRAND,
CONTACT HOKE COUNTY PUBLIC UTILITIES FOR
MORE INFORMATION.
MINIMUM 36" HORIZONTAL
CLEARANCE FROM ANY OBJECT
FIRE HYDRANT, PUMPER NOZZLE
TO BE PERPENDICULAR TO STREET
FLANGE MUSTBE
ABOVE GRADE
IU
18" MIN.
MAX. 6"
ABOVE GRADE
#57 STONECOMPACTED
BACKFILL
SURROUND JOINTS
(TAMPED 1N 6" LIFTS)
MIN. 7 CU. FT.
X-6"MIN
COVER
6"DUCTILE
IRON PIPE
3/4" THREADED ROD
(2 REQUIRED) - USE
CONCRETECONC.
THRUST BLOCK
THRUST801b.
CONC.
BLOCK (TYP.)
BLOCKING
5'
ENCLOSE ENDS WITH 8" BRICK
MASONRY
(SEAL WITH NON -SHRINK GROUT AS
REQUIRED) STEEL
6" GATE VALVE
AND BOX
ANCHORING TEE
CONCRETE
THRUST
BLOCK (TYP.)
FIRE HYDRANT ASSEMBLY DETAIL
NOT TO SCALE
VENT TO BE USED FOR
ALL STREAM CROSSINGS
NOT REQUIRED FOR
TYPICAL ROADWAY BORES.
2" GALVANIZED VENT AT
HIGH END OF CASING.
VENT TO HAVE INSECT -�
SCREEN WELDED TO END. ---�
3 =0
1 .GRADE
;-
STEEL ENCASEMENT
- - l -- - -- - _ --_
i
175 -DRAINAGE GRAVEL ^`
(10 CU. FT. STONE) SLOPE TO Df?,41N
314 " WEEPHOLE AT
LOW
POINT OF CASING F► F\/ATInIV
NOTES:
1. STEEL SPACERS SHALL BE USED FOR SUPPORT OF THE CARRIER
PIPE WITHIN THE CASING PIPE.
2. A MINIMUM SPACING OF 2 SPACERS PER JOINT OF CARRIER PIPE
SHALL BE REQUIRED. 3 SPACERS ARE REQUIRED FOR CARRIER
PIPE z 36 INCHES.
3. THE SPACERS SHALL BE LOCATED EVENLYALONG THE CARRIER
PIPE SUCH THAT EACH SPACER SUPPORTS THE SAME UNIT
WEIGHT OF THE CARRIER MAIN.
4. FOR CASING SIZE SEE STANDARD SPECIFICATION SECTION 05000.
5. RECLAIMED WATERLINE SHALL BE PVC WITH RESTRAINED
JOINTS.
J�
- -' - CARRIER
PIPE
RESTRAINED JOINT D.I.P.
CARRIER MAIN (SEE NOTES
FOR EXCEPTIONS)
CARRIER
PIPE L , - - STEEL ENCASEMENT
STEEL -� PIPE
��
SPACER
3/8" STEEL
PLATE
1,
CONTINUOUS 4 _ �'��
WELD BOTH _ --
SIDES (TYP.) Ov �
,.OAP
PIPE STEEL CASING
NOT TO SCALE
END
ELEVATION
NOTES:
I. THRUST BLOCKS SHALL BE INSTALLED ON ALL WATER DISTRIBUTION LINES 6" 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 12 INCH 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.
CONCRETE
THRUST
BLOCK
(TYP.)
ELBOW
HORIZONTAL BEND
SIDE EXCAVATIONS (TYP.)
TEE
24'5c24'x6" THICK
CONCRETE PAD
CAST IN PLACE
MIN. 2" S9.5B
ASPHALT PAVEMENT
BASE COURSE
~4
CASTIRON
VALVE BOX
GATE
VALVE
VALVE BOX IN PAVEMENT DETAIL
NOT TO SCALE
EXPANSION
CONNECTION
- CAST IRON LID
METERS TO BE
INSTALLED BX
HOKE COUNTY
CHECK VALVE
CAST IRON
METER BOX
PROVIDE 3/4"-5/8" CONNECTION
FOR FUTURE METER
1 " P.E. SERVICE LINE
i
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
MINIMUM BEARING AREA EACH DIRECTION
OF THRUST IN SQUARE FEET
(based on soil supporting value of 2,000psf @ 200 psig test pressure)
PIPE
SIZE
TEES &
DEADENDS
90`
ELBOWS
45" ELBOW
& CROSSES
22-1/2°
ELBOWS
6"
4
6
3
2
8"
7
10
5
3
12"
15
21
11
6
SEARING CLEAR OF PIPE
su►crACES JOINTS (TYP.)
SHALL BEAGAINST TAPPING SLEEVE AND
UNDISTURBED CROSS VALVE
GROUND (TYP.)
CONCRETE THRUST BLOCK DETAIL
NOT TO SCALE
18N18'x6" THICK
CONCRETE PAD
CAST IN PLACE
OR PRE -CAST
NOTE:
ALL GATE VALVES SHALL BE PLACED
1/2"
CAST IRON`
VALVE BOX
GATE
VALVE
ON AN 80 LB. BAG OF SACRETE.
VALVE BOX IN GRASS DETAIL
NOT TO SCALE
SQUARE HEAD NUT
(NO WHEEL VALVES)
-PRECAST CONCRI
PROTECTION RING
SEE VALVE BOX
PAVEMENT
INSTALLATION
518" THREADED
RODS (2 EACH SIDE)
VALVE BOX
TAMPED
BACKFILL-
TAMPED
REDUCER
BACKFILL --►
? X 2
2" THREADED BRASS
PIPE (36" IN LENGTH)
2" G. V
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SPRINGLINE
BACKFILL LIGHTLY TO 12" ABOVE
PIPE IN 6" LIFTS (95% MAX
DENSITY IN MAX 12" LIFTS FOR
NON -PAVED AREAS.
4"MIN.
THREADED
COUPLING
2"THREADED
PIPE (24" IN LENGTH)
2" BRASS NIPPLE (6" MIN. LENGTH)
REMOVE 2" u
PLUG/CAP
PAY ITEM
INCLUDES ALL ITEMS
PERMANENT BLOW -OFF ASSEMBLY
NOT TO SCALE
CONCRETE BLOCKING
MIN.1/3 C.Y. AT 3000 P.S.1.
MIN. EXCAVATED
TRENCH WIDTH
FINAL
PIPE WIDTH + 12"
BACKFILL
if
INITIAL
BACKFILL
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W
HAUNCHING
a
a.
BEDDING
NOTE.
4" MIN SUITABLE LOOSE
SOIL BEDDING
FROM TRENCH
BEDDING SHALL BE SMOOTH TRENCH
EXCAVATION
BOTTOM, OR COMPACTED LOOSE FILL
MATERIAL AS REQUIRED TO PROVIDE
A FIRM, STABLE AND UNIFORM
SUPPORT FOR THE FULL LENGTH
OF PIPE.
WATER MAIN BEDDING DETAIL
NOT TO SCALE
TAPPING
SLEEVE
NOTE;
ALL GATE VALVES SHALL BE PLACED
ON AN 80 LB. BAG OF SACRETE.
1/2"
CAST IRON
VALVE BOX
TAPPING
VALVE
TAPPING SLEEVE AND VALVE DETAIL
NOT TO SCALE
CWATER 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 BY 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
(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 PRESSURE TESTED TO 150 PSI TO ASSURE
WATERTIGHTNESS BEFORE BACKFILL►NG.
NOTES:
1. ALL EXCAVATION SHALL COMPLY WITH THE TERMS AND CONDITIONS OF THE
CONSTRUCTION STANDARDS FOR EXCAVATIONS IN OSHA "SAFETY AND HEALTH
REGULATIONS FOR CONSTRUCTION", CHAPTER XVII OF TITLE 29, CFR, PART 1926.
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2. CONTRACTOR SHALL USE TRENCH BOX SHORING IN ALL OPEN CUTS IN PAVED
J
AREAS. TRENCH WIDTH SHALL BE MAINTAINED AT THE MINIMUM PRACTICAL WIDTH.
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3. SEE PLANS FOR MINIMUM COVER.
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4. LOOSE SOIL OR SELECT MATERIAL IS DEFINED AS" NATIVE" SOIL EXCAVATED FROM
V)
THE TRENCH, FREE OF ROCKS, FOREIGN MATERIAL AND FROZEN EARTH.
5. BEDDING MATERIAL SHALL EXTEND TO UNDISTURBED TRENCH WALLS AND TRENCH
BOTTOM. BEDDING MATERIAL WILL NOT BE PAID FOR UNLESS SPECIFICALLY
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APPROVED BY THE PROJECT REPRESENTATIVE AND ONLY FOR THE AUTHORIZED
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6. WHERE NATIVE SOIL IS DETERMINED TO BE ADEQUATE BY THE ENGINEER, NO
F-
EXCAVATION BELOW THE BOTTOM OF PIPES IS REQUIRED.
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7. BEDDING MATERIAL SHALL BE PROPERLY RODDED AND COMPACTED AROUND THE
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8. TEST FOR DENSITY OF COMPACTION MAY BE MADE AT THE OPTION OF THE
W
ENGINEER AND DEFICIENCIES SHALL BE CORRECTED BY THE CONTRACTOR AT NO
V
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ADDITIONAL COST TO THE OWNER. THE ENGINEER MAY HAVE COMPACTION TEST
PERFORMED AFTER THE BACKFILL 1S COMPLETE. CONTRACTOR SHALL BE
Q
REQUIRED TO EXCAVATE TO VARIOUS ELEVATIONS FOR DENSITY TESTING
EXCAVATION, BACKFILL AND RECOMPACTION SHALL BE PERFORMED AT NO
ADDITIONAL COSTS TO THE OWNER.
DESIGNED BY. JEH
SYM.: REVISION DESCRIPTION: DATE:
DRAWN BY. JLF
2 PER NCDEQ & NCDOT COMMENTS DATED NOVEMBER 27, 2019 11/28/19 APPROVED BY. JEH
3 , SHEET:
5 12
6 CIVIL

NCDOT STANDARD NOTES:
`L ( 1. ALL UTILITY STRUCTURES SHALL BE LOAD RATED FOR THE APPROPRIATE
DEAD LOAD PLUS HL-93 LIVE LOAD. SUCH STRUCTURES SHALL BE
-A DESIGNATED AND CERTIFIED BYA LICENSED PE OR DESIGNATED AS
iTerry .-7\ e MEETING NCDOT STANDARD SPECIFICATIONS AND DRAWINGS. (ADD THIS f 2
NOTE IN UTILITY NOTES SECTION OF THE PLANS).
2. ELECTRICAL POWER AND COMMUNICATIONS FACILITIES SHOULD
N CONFORM TO THE CURRENTLY APPLICABLE NATIONAL ELECTRICAL SAFETY
A
' CODE EXCEPT VERTICAL CLEARANCES SHALL BE NO LESS THAN 18 FEET IN
ANY CAS (ADD THIS NO N UTILITY NOTES SECTION OF THE PLANS). E. (A NOTE /
'1
3. ALL NON-FERROUS PIPELINES SHALL BE INSTALLED WITH A LOCATING
TAPE. (ADD THIS NOTE IN UTILITY NOTES SECTION OF THE PLANS).
3
3 234' 1 / i N
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\w\ \ w.' CONTRACTOR SHALL INSTALL
CLASS A RIP -RAP UNDERLINED WITH '1V - 1 ; 3
N w \ \\N \ NON -WOVEN FILTER FABRIC. 1 0
_\ '( ` HAND PLACE STONE UP TO
;\ TOP OF PIPE AND SLOPE
} \ M - %\ TO PREVENT SCOUR AND ry3ti /
F I EROSION '% y3
` r CLASS A RIP -RAP APRON` 00
-A '' ON NONWOVEN FILTER FABRIC,
` ✓\ 1� MIN. 9' LONG, 3.75' WIDE ✓\ �w
AT PIPE OUTLET 10.25' WIDE' '
\ q - A AT OUTLET END. /
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n EXISTING a \ "�'` MAIL CLUSTER BOX UNITS (CBU) ` A END 1
30' =231.-
s DITCH 70' X 10' b WITH ADA RAMP. REFERENCE NCDOT' Inv Out
\ } SITE TRIANGLE _ PLACEMENT OF CBU FIGURE 2: CBU , V -A
OR C&G SECTION RESIDENTIAL LOCAL N 8LF - 18" RCP CL V
ND COLLECTOR STREETS.
INSTALL STOP SIG�- o (12 t @ 1.00 %
PER NCDOT STD. A M " e\ ✓ I
N CONSTRUCT ADA RAMP ` CI-2 29LF - 18"
\ Eop = 234.24' CL DO%
\'
FROM EDGE OF PAVEMENT
�3' BEGIN 24" WEDGE \ Inv. In = 231.38' 6xp RCP V @
Inv Out=231.38'.
CURB & GUTTER
N:545,283.40 \ - -' RCP E.- 1,967,949.29 A 50' 25' \ @ 1,00%
TA R TAPERS 5'q
M — — �-- — -CONCRETE PAD �
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E:1,967,921,57 _- _
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ti� l BEGIN 5' WIDE �� i NOTES:
I SIDEWALKAT CURB \ ��
AND GUTTER 1. INSTALL ASPHALT PA NC y � N PAVEMENT PER DOT REQUIREMENTS, SEE DETAIL
Lot 2 Lot 3 „
2. INSTALL 24 CONCRETE WEDGE CURB & GUTTER PER, SEE DETAIL
70' X 10' SCALE IN FEET
SITE TRIANGLE RO D NAME PLAN VIEW
0' 15 30
SCALE: 1 "=30'
ROAD NAME PROFILE
SCALE: HORIZ.1"=30' VERT. 1"=5'
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232
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230
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DESIGNED BY.JEH
REVISION DESCRIPTION: DATE:
DRAWN BY.JLF
PER NCDEQ & NCDOT COMMENTS DATED NOVEMBER 27, 2019 11128119 APPROVED BY. JEH
SHEET.•
PER NCDOT COMMENTS DATED DECEMBER 27, 2019 01102120 13
ROAD CENTERLINE REVISED PER WETLAND 02125120 CIVIL

NCDOT STANDARD NOTES:
1. ALL UTILITY STRUCTURES SHALL BE LOAD RATED FOR THE APPROPRIATE
DEAD LOAD PLUS HL-93 LIVE LOAD. SUCH STRUCTURES SHALL BE
DESIGNATED AND CERTIFIED BY A LICENSED PE OR DESIGNATED AS
MEETING NCDOT STANDARD SPECIFICATIONS AND DRAWINGS. (ADD THIS
NOTE IN UTILITY NOTES SECTION OF THE PLANS).
2. ELECTRICAL POWER AND COMMUNICATIONS FACILITIES SHOULD
CONFORM TO THE CURRENTLY APPLICABLE NATIONAL ELECTRICAL SAFETY
CODE EXCEPT VERTICAL CLEARANCES SHALL BE NO LESS THAN 18 FEET IN
ANY CASE. (ADD THIS NOTE IN UTILITY NOTES SECTION OF THE PLANS).
3. ALL NON-FERROUS PIPELINES SHALL BE INSTALLED WITH A LOCATING
TAPE. (ADD THIS NOTE IN UTILITY NOTES SECTION OF THE PLANS).
X
o
ROAD NAME PLAN VIEW
SCALE: 1 "=30'
ROAD NAME PROFILE
SCALE: HORIZ. 1"=30' VERT. 1"=5'
NOTES:
1. INSTALL ASPHALT PAVEMENT PER NCDOT REQUIREMENTS, SEE DETAIL
2. INSTALL 24 " CONCRETE WEDGE CURB & GUTTER PER, SEE DETAIL
Know what's below
Call before you dig.
® Dial 811
Or Call 800-632-4949
1
E: 1,966,599.97
O
2
SCALE IN FEET
0' 15 30 60
246
244
242
240
238
236
234
232
230
228
226
224
222
220
.00
A REVISION DESCRIPTION.
PER NCDEQ & NCDOT COMMENTS DATED NOVEMBER 27. 2019
4
5 PER NCDOT COMMENTS DATED DECEMBER 27, 2019
64 ROAD CENTERLINE REVISED PER WETLAND
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DESIGNED BY. JEH
DATE:
DRAWN BY. JLF
11128119 APPROVED BY. ,IEH
SHEET
01102120 14
7777
02125120 CIVIL

r.
FIRE HYDRANT SHALL BE MUELLER BRAND,
CONTACT HOKE COUNTY PUBLIC UTILITIES FOR
MORE INFORMATION.
MINIMUM 36" HORIZONTAL
CLEARANCE FROM ANY OBJECT
FIRE HYDRANT, PUMPER NOZZLE
TO BE PERPENDICULAR TO STREET
FLANGE MUST o
BE ABOVE GRADE
18" MIN.
MAX. 6" O D O O ABOVE GRADE
#57 STONE
SURROUND JOINTS
MIN. 7 CU. FT.
CONCRETE
THRUST
BLOCK (TYP.)
COMPACTED BACKFILL
(TAMPED IN 6" LIFTS)
6" DUCTILE
IRON PIPE
3'-6" MIN
COVER
3/4" THREADED ROD
(2 REQUIRED) - USE
CONC. THRUST BLOCK
80 lb. CONC.
BLOCKING
5'
FIRE HYDRANT ASSEMBLY DETAIL
NOT TO SCALE
VENT TO BE USED FOR
ALL STREAM CROSSINGS
NOT REQUIRED FOR
TYPICAL ROADWAY BORES.
2" GALVANIZED VENT AT
HIGH END OF CASING.
VENT TO HAVE INSECT
SCREEN WELDED TO END. ---
3,_0/„
Tn rj �-m_� G- DE
STEEL ENCASEMENT 1=� Illlll iil
CARRIER
'- RESTRAINED JOINT D.I.P.
PIPE
CARRIER MAIN (SEE NOTES
FOR EXCEPTIONS)
CARRIER
NOTES:
PIPE
1. STEEL SPACERS SHALL BE USED FOR SUPPORT OF THE CARRIER
PIPE WITHIN THE CASING PIPE.
STEEL
j
SPACER
2. A MINIMUM SPACING OF 2 SPACERS PER JOINT OF CARRIER PIPE
j
3/8" STEEL
SHALL BE REQUIRED. 3 SPACERS ARE REQUIRED FOR CARRIER
PLATE 4_ ;
- _
PIPE z 36 INCHES.
CONTINUOUS
WELD BOTH -
3. THE SPACERS SHALL BE LOCATED EVENLYALONG THE CARRIER
I
SIDES (TYP.)
PIPE SUCH THAT EACH SPACER SUPPORTS THE SAME UNIT
WEIGHT OF THE CARRIER MAIN.
4. FOR CASING SIZE SEE STANDARD SPECIFICATION SECTION 05000. 1
5. RECLAIMED WATER LINE SHALL BE PVC WITH RESTRAINED j
JOINTS.
PIPE STEEL CASING
NOT TO SCALE
END
ELEVATION
STEEL ENCASEMENT
PIPE
NOTES:
1. THRUST BLOCKS SHALL BE INSTALLED ON ALL WATER DISTRIBUTION LINES 6" THRU
12" DIAMETER IN THE MANNER SHOWN. JOINT RESTRAINING FLANGES AND
GASKETS THAT MEE "LOCAL GOVERNING AUTHORITY" SPECIFICATIONS ARE AN
ACCEPTABLE ALTERNATE FOR RETRAINT.
2. PIPE GREATER THAN 12 INCH DIAMETER SHALL REQUIRE RESTRAINT JOINT PIPE
FOR THE PROPER LEI JGTH.
3. COMPACT FITTINGS ARE NOT ACCEPTABLE. STANDARD FITTINGS SHALL BE USED
WITH CONCRETE THA UST 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 L fSE 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.
6" GATE VALVE
AND BOX
- ANCHORING TEE
CONCRETE
THRUST
BLOCK (TYP.)
VALVE BOX IN PAVEMENT DETAIL
NOT TO SCALE
CAST IRON LID
EXPANSION METERS TO BE�
INSTALLED B
HOKE COUNTY
CHECK VALVE
LOW
.♦
r
CAST IRON
METER BOX
y -
PROVIDE 3/4"-5/8" CONNECTION
FOR FUTURE METER
I
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
MINIMUM BEARING AREA EACH DIRECTION
OF THRUST IN SQUARE FEET
(based on soil supporting value of 2,000psf @ 200 psig test pressure)
PIPE
SIZE
TEES &
DEADENDS
90,
ELBOWS
45° ELBOW
& CROSSES
22-1/2`
ELBOWS
6"
4
6
3
2
8"
7
10
5
3
12"
15
21
11
6
1
THRUST UNDISTURBED
ELBOW BLOCK SOIL
M.J.PLUG AREA
OF
VALVE BOX IN GRASS DETAIL
NOT TO SCALE
SQUARE HEAD NUT
(NO WHEEL VALVES)
PAVEMENT
PRECAST CONCRETE
PROTECTION RING\
SEE VALVE BOX
INSTALLATION-ti
5/8" THREADED C
RODS (2 EACH SIDE) 7 VALVE BOX
TAMPED
BACKFILL---
TAMPED
REDUCER - BACKFILL
2 X 2" -�
2 THREADED BRASS
- PIPE (36" IN LENGTH)
i 2" G. V
--- ----- - --- - _. _ - _- - -,
it
2" BRASS NIPPLE (6" MIN. LENGTH)
REMOVE 2"
PLUG/CAP
PAY ITEM
4"MIN.
THREADED
COUPLING
2" THREADED
PIPE (24" IN LENGTH)
INCLUDES ALL ITEMS I
PERMANENT BLOW -OFF ASSEMBLY
NOT TO SCALE
O
U
MIN. EXCAVATED
TRENCH WIDTH
FINAL
PIPE WIDTH t 12"
BACKFILL
2
N
a
INITIAL
'
BACKFILL
w
SPRINGLINE
"-
- - -
- PIPE
g
w
HAUNCHING
a
/ �i.%
BEDDING
/, / / %�•
CONCRETE BLOCKING
MIN.113 C.Y. AT 3000 P.S.I.
BACKFILL LIGHTLY TO 12" ABOVE
PIPE IN 6" LIFTS (95% MAX
DENSITY IN MAX 12" LIFTS FOR
NON -PAVED AREAS. NOTE: 4" MIN SUITABLE LOOSE
SOIL BEDDING FROM TRENCH
BEDDING SHALL BE SMOOTH TRENCH EXCAVATION
BOTTOM, OR COMPACTED LOOSE FILL
MATERIAL AS REQUIRED TO PROVIDE
A FIRM, STABLE AND UNIFORM
SUPPORT FOR THE FULL LENGTH
OF PIPE.
WATER MAIN BEDDING DETAIL
NOT TO SCALE
TAPPING SLEEVE AND VALVE DETAIL
NOT TO SCALE
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 BY 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
(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 PRESSURE TESTED TO 150 PSI TO ASSURE
WATERTIGHTNESS BEFORE BACKFILLING.
NOTES:
1. ALL EXCAVATION SHALL COMPLY WITH THE TERMS AND CONDITIONS OF THE
CONSTRUCTION STANDARDS FOR EXCAVATIONS IN OSHA "SAFEiYAND HEALTH
REGULATIONS FOR CONSTRUCTION", CHAPTER XVII OF TITLE 29, CFR, PART 1926.
THE CONTRACTOR SHALL HAVE A COMPETENT PERSON ON SITE AT ALL TIMES
Q
DURING EXCAVATION AND BACKFILLING.
Z
2. CONTRACTOR SHALL USE TRENCH BOX SHORING IN ALL OPEN CUTS IN PAVED
-j
AREAS. TRENCH WIDTH SHALL BE MAINTAINED AT THE MINIMUM PRACTICAL WIDTH,
3. SEE PLANS FOR MINIMUM COVER.
V
4. LOOSE SOIL OR SELECT MATERIAL IS DEFINED AS " NATIVE" SOIL EXCAVATED FROM
THE TRENCH, FREE OF ROCKS, FOREIGN MATERIAL AND FROZEN EARTH.
WALLS AND TRENCH
5. BEDDING MATERIAL SHALL EXTEND TO UNDISTURBED TRENCH
W
O
BOTTOM. BEDDING MATERIAL WILL NOT BE PAID FOR UNLESS SPECIFICALLY
APPROVED BY THE PROJECT REPRESENTATIVE AND ONLY FOR THE AUTHORIZED
QUANTITY.
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6. WHERE NATIVE SOIL IS DETERMINED TO BE ADEQUATE BY THE ENGINEER, NO
EXCAVATION BELOW THE BOTTOM OF PIPES IS REQUIRED.
Z
7. BEDDING MATERIAL SHALL BE PROPERLY RODDED AND COMPACTED AROUND THE
Uj
U
O
PIPE HAUNCHES.
U
8. TEST FOR DENSITY OF COMPACTION MAY BE MADE AT THE OPTION OF THE
1..1.
W
ENGINEER AND DEFICIENCIES SHALL BE CORRECTED BY THE CONTRACTOR AT NO
V
ADDITIONAL COST TO THE OWNER. THE ENGINEER MAY HAVE COMPACTION TEST
O
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.
DESIGNED BY.
JEH
YM.:
REVISION DESCRIPTION:
DATE:
DRAWN
BY
JLF
PER NCDEQ & NCDOT COMMENTS DATED NOVEMBER 27, 2019 11128119 APPROVED BY. JEH
SHEET;
(5 12
���� CIVIL

NCDOT STANDARD NOTES:
1. ALL UTILITY STRUCTURES SHALL BE LOAD RATED FOR THE APPROPRIATE
DEAD LOAD PLUS HL-93 LIVE LOAD. SUCH STRUCTURES SHALL BE
DESIGNATED AND CERTIFIED BYA LICENSED PE OR DESIGNATED AS
MEETING NCDOT STANDARD SPECIFICATIONS AND DRAWINGS. (ADD THIS
NOTE IN UTILITY NOTES SECTION OF THE PLANS).
2. ELECTRICAL POWER AND COMMUNICATIONS FACILITIES SHOULD
CONFORM TO THE CURRENTLY APPLICABLE NATIONAL ELECTRICAL SAFETY
CODE EXCEPT VERTICAL CLEARANCES SHALL BE NO LESS THAN 18 FEET IN
ANY CASE. (ADD THIS NOTE IN UTILITY NOTES SECTION OF THE PLANS).
3. ALL NON-FERROUS PIPELINES SHALL BE INSTALLED WITH A LOCATING
TAPE. (ADD THIS NOTE IN UTILITY NOTES SECTION OF THE PLANS).
X
n
a
M
0
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ROAD NAME PLAN VIEW
SCALE: 1 "=30'
ROAD NAME PROFILE
SCALE: HORIZ. 1"=30' VERT. 1"=5'
NOTES:
1. INSTALL ASPHALT PAVEMENT PER NCDOT REQUIREMENTS, SEE DETAIL
2. INSTALL 24 " CONCRETE WEDGE CURB & GUTTER PER, SEE DETAIL
' Know what's below
Call before you dig.
Dial 811
or Call 800-6324949
L. W L / V ,
E: 1,966 ,599.97
O
2
SCALE IN FEET
01 15 30 60
246
244
242
240
238
236
234
232
230
228
226
224
222
220
.00
GYM.. REVISION DESCRIPTION:
1
PER NCDEQ & NCDOT COMMENTS DATED NOVEMBER 27, 2019
PER NCDOT COMMENTS DATED DECEMBER 27, 2019
ROAD CENTERLINE REVISED PER WETLAND
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DESIGNED BY.JEH
DATE:
DRAWN BY. ELF
I1128119 APPROVED BY: JEH
SHEET.•
31102120 14
02125120 CIVIL

a
0
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CL STA. Ot67.08
STA. 0+00
o BEGIN CUt-DE-SAC
REJECT
CURBING a
Oxvim vim vim rs -
LP STA. 1+20.65µ 1goy os+o - �� W Proposed Str
LP ELEV = 231. 77' `' T'�o 0 96 0 Q' RNV'
ram/ L
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STORM _ _ . - r...,� - - -64C '- 25'---'BOC v �s�a;/ c
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STA.2+76.14
3? / u END CUL-DE-SAC
SWALE- SEE p ;
GRADING SHEET SIDEWALK ,, �'� a� s ss 14
FLUME - SEE ROW_-- 'od
DETAIL
CP- o
STANDARD
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DRA1NA GE ESMT
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CUL-DE-SAC-SOUTH PLAN VIEW SCALE INFEET
SCALE: 1 "=30' o' 15 30
246 246
PVI STA.-1 20.00
i
i
_____ _._____ _ __.BA.G..�A. 2�5___..___ _ _ _ _, _ W _ _ _«««_. _.___ . _ « _ _ _ — _ � � € ___.._ __ _ _._____.__ � ____. _ . _ _ _ _ _ . �_.____ _ _ _.._ � _._ _ �_ _. _. « _._._____...___ � 244
SAG LEV. 31.7T
t
242 242-
.«._..«...__._....._.......,...__.«.._...._«.......«�....._..._..«......_.._«............._ ., e.,.—_._........_«................_...«_...._«....e ....«.. ......E
i
cy o- c' •sM
o____._..__._,_._ ......________ ....._.._..... ._._......___.___... __...,_ .._._.. ____«««_......______ «� _...�.�... ...�.......... .....__.........._._....._..__. .._.____._.._......._
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W E ISTING GRAD c~n "' -' W W _
__««..._ _ «« __«_.« __n_ __ _..._.._ __.__. _
23 � � V -_ __ «.____ � _«_.__.. _..___.«__ _ __.._._____�--_-.. _�___ _____o_ . _ � _.____ ____ � 236
e s z
234 _ ________ _ _ ...........(EHflE ®F P EMEPfT) 234
232 232
230 230
f
228 228
i
226----____.___...__«__ ___ __ ____ _ _______.._.. _ ._ m___- 226
__._ _ __...... �_.____ W _ _.
E
224 ___... _.:_.__.__.. _ _..._ __ _.__ _______ ... __.______ 224
ry o cO rn o co o 0
222` 'Q _._.«__._____._.._.. �..._._ _._� ___... _ _____..__.._..._..._su n _.._....._ _.____ o ____ m_w .. _ _ o .__. _._..__ _�_____«..__«_ _ s ue_ __ ._._W._.� �___.. ___ 222
N Cvi c i c) N c•i N c i N N`N NON
MM MM MM MM MM MM MM MM cr)c4 MM M=M MM
cy .cy. .cy .ct.. .cat- c't.... c+t cy.. ..cV W ..c«V �r .....cat-...=Y;,cat E
t220
0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+00 2+25 2+50 2+75
CUL-DE-SAC-SOUTH EOP PROFILE
SCALE: HORIZ. 1"=30' VERT. 1"=5'
3+00
M
NCDOT STANDARD NOTES:
1. ALL UTILITY STRUCTURES SHALL BE LOAD RATED FOR THE APPROPRIATE
DEAD LOAD PLUS HL-93 LIVE LOAD. SUCH STRUCTURES SHALL BE
DESIGNATED AND CERTIFIED BY A LICENSED PE OR DESIGNATED AS
MEETING NCDOT STANDARD SPECIFICATIONS AND DRAWINGS. (ADD THIS
NOTE IN UTILITY NOTES SECTION OF THE PLANS).
2. ELECTRICAL POWER AND COMMUNICATIONS FACILITIES SHOULD
CONFORM TO THE CURRENTLYAPPLICABLE NATIONAL ELECTRICAL SAFETY
CODE EXCEPT VERTICAL CLEARANCES SHALL BE NO LESS THAN 18 FEET IN
ANY CASE. (ADD THIS NOTE IN UTILITY NOTES SECTION OF THE PLANS).
3. ALL NON-FERROUS PIPELINES SHALL BE INSTALLED WITH A LOCATING
TAPE. (ADD THIS NOTE IN UTILITY NOTES SECTION OF THE PLANS).
Uk 101 1-
STA. 2+76.14
END CUL-DE-SAC
a
'tea a 4
- AM
CL STA. 3+04,11
STA. 0+00
BEGIN CUL-DE-SAC
Zk 10
7
-ZD"STORM -
DRAINAGE ESM
�N
NOTES:
1. INSTALL ASPHALT PAVEMENT PER NCDOT REQUIREMENTS, SEE DETAIL
2. INSTALL 24"CONCRETE WEDGE CURB & GUTTER PER, SEE DETAIL
j SWALE - SEE
GRADING SF
SIDEWALK
f
FLUME -SEE
f
DETAIL
f
/
LP STA 1+96 90
Km
LP ELEV-231
— -- r► `'�'r, c r 82�
9t
�z R50'
81 R30' 25' RO
o
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o / r R-D
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P'T +40 g9 Y R40'
p
PC ' BOC
STANDARD
CURBING
— L
REJECT CURBING
WM ✓ �=
O
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Mt,
UL-DE-SAC -NORTH PLAN VIEW
SCALE: 1 "=30'
SCALE IN FEET
0' 15 30 60
SS/02%,9 ;
S L =
0356 0
N E
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N
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PVI STA.=1t96.90
PVI ELEV.=231.80'
246 _ ._ _.._ ___ _._ n___.__ __ _..______._____ ____._____ __.________.__ ��`�EYG'�STA:" �------ ____.W_.___.-__._ .__ _._ �._ �._ 246
SAG LEV. 31.82'
_.____.____.,___ _ _______._..._._._. _ _ _ ___._...__......_.___..__.. .... .... ....... ._..... ..... ..... ...___..............$0.OQ._VC_...__..__.__..__......_.
242 242 W
.... __...... ...
F
240._..___.__ _ _ ___.__ __ _.._. _ _-__ _. _ _ __._ _ sv a........-....._. __ _._ 240
W n u n
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2380 _u:_ _ ___ _ _ ____ _ _. _w___ ____......n238LU o
> EXIST NG GRADE v U
>
2365 ______ _ __._._____...._____ _ ..«_ __ ___..__..__ _. _ _ _ _ _ _... ___,_ 236
a a PROPOSED GI ADE CL
(EDGt_ OF PA MENT)-
234 __._ _ ___ ..._..____... _ ___.. 234
-
-0.51 1.27/0
232
232
230 z
1 230 ot
228 228 z 0
226 - -- -- _ _ __._.__ _ __ _______ __. __._.. _ _ _ ___.__ m ______- 226 cl) V
224-of
«._. __.. __-__.._._____ .__ ....._ ____ ____ 224 of
o M�- o �� v a o co o
..._., ____
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222
M ri N �°i�N �'i N r5 N
M M M M M M M M M M M M M M M M M M M M M M M M
r
0+25 0+50 0+75
+00 1+25 1+50 1+75 2+00 2+25 2+50 2+75
CUL-DE-SAC - NORTH EOP PROFILE
SCALE: HORIZ. 1 "=30' VERT. 1 "=5'
Know what's below
Call before you dig.
o Dial 811
Or Call 800-632-4949
r
3+00
wo
10
49
o
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c- U
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DESIGNED BY.
JEH
REVISION DESCRIPTION:
DATE:
DRAWN BY:
JLF
PER NCDEQ & NCDOT COMMENTS DATED NOVEMBER 27, 2019
11128119
APPROVED BY:
JEH
SHEET.•
16
ROAD CENTERLINE REVISED PER WETLAND
02125120
CIVIL

oXi
0
N
.N
y
V
9
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 BEACCUMULATED 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
1
1
11 1
I'
11
,1
1,
1 CONVERYANCE SWALE NO.9B
1 SLOPE @ 1.50
SIDE SLOPES: 3:1
BOT WIDTH: 6`
LINER: SEED & MULCH
w/EXCELSIOR MATTING
_235- _ z34 \
t � \
t , \
23 .10
Lot'27 �234,
� 11
Proposed Street -
(Public 50' RAW}
1 ,
x Lai 1
HYDRANT
M1r, 1 ent) i
1 IR ro /
f4 Al) / / Bryanstone L<
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 ATONE FOOT INTERVALS.
13. ALL CUT AND 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 ATALL
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.
P OFST P-
i
I 1
Know what's below
Call before you dig.
® Dial811
Or Call 800-632-4949
CnNVFYANCF SWAT F N[7 1
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SCALE IN FEET
0' 30 60 120
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DESIGNED BY.
JEH
>YM.:
REVISION DESCRIPTION:
DATE:
DRAWN BY.
JLF
PER NCDEQ COMMENTS DATED NOVEMBER 27, 2019
11128119
APPROVED BY.
JEH
SHEET:
4 ,
- 17
5:>
NA*�
�
6
ROAD CENTERLINE REVISED PER WETLAND
02125120
CIVIL

qV
50' R.O.W.
WEDGE WEDGE
CURB CURB
10.0' SHOULDER 26' PAVEMENT WIDTH 5' 5.0` SIDEWALK
SHOULDER WHERE
13.0' 13.0'
EXISTING GRADE APPLICABLE
VARIES
15% _
y ---_ 3.0% 3.0% 1 i£ -
7777,,7
...........i
d j$
££ H. 5 i jj 2j C 7
COMPACTED 12"
... .1 E - ,
24" WEDGE CURB
SUBGRADE
€7 E t -
PAVEMENT
T
SHOULDER _F° CE1 NnTF-
� a-R 9
{.,_...,_..._�._.
PAVEMENT SCHEDULE
ABC STONE
SYMBOL
DESCRIPTION
C1
PROPOSED 2"ASPHALT SURFACE COURSE TYPE S9.5B
E 1
PROPOSED 6" ABC COMPACTED TO 100 PERCENT.
PREPARED SUBGRADE: COMPACTED TO A MINIMUM OF 98 % OF THE SOIL'S
O
MODIFIED PROCTOR DENSITY (ASTM 698) PLACE IN 6. LIFTS. - SEE NOTE 3
PROVIDE TEST RESULTS FOR SUBGRADE COMPACTION.
TYPICAL LOCAL RESIDENTIAL ROAD CROSS SECTION
NOT TO SCALE
NOTES:
CONSTRUCT STANDARD SIDEWALK 5' WIDE AND
4" THICK UNLESS OTHERWISE DENOTED ON PLANS.
PLACE A GROOVE JOINT 1" DEEP WITH 1/8" RADII
IN THE CONCRETE SIDEWALK AT 5' INTERVALS.
ONE 1/2" EXPANSION JOINT WILL BE REQUIRED AT 50'
INTERVALS. A /2" EXPANSION JOINT WILL BE REQUIRED
WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE.
SEE STD. DWG. 848.05 FOR CURB RAMP LOCATION
REQUIREMENTS AND CONSTRUCTION GUIDELINES.
%g' RAD SURFACE OF
JOINT SEALER SIDEWALK
o :v , o:_v'. -o..,v '.. o,_v '. 'v '. e:. _v•. v 'v . o. '.v . d •v . �
' p',.d',' p•..d•+' p•.�d �•'' p'...d'�• / p•.:d'.'• p,_.G'•'• p',.d'�• p',.d'
1/2" JOINT WIDTH JOINT FILLER
T = SIDEWALK THICKNESS
TRANSVERSE EXPANSION .JOINT
IN SIDEWALK
/2" EXPANSION JOINT FILL 3/,8" WIDE x 111 DEEP GROOVED OR
SAWN JOINT WITH JOINT
BUILDING, f SEALING COMPOUND
WALL, ETC. !{1 1/8" RAD 1/8" RAD
PROPOSED
CONCRETE PROP. C&G a.
SIDEWALK CONC. PAVEMENT
DETAILS SHOWING JOINTS IN CONCRETE SIDEWALK
CONCRETE SIDEWALK DETAIL
NOT TO SCALE
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24"
101,
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- ALL WORKAND MATERIALS SHALL
COMPLY WITH NCDOT SECTION 846
24" CONCRETE WEDGE
CURB AND GUTTER DETAIL'
NOT TO SCALE
TYPICAL CUL-DE-SAC DETAILS
NOT TO SCALE
GENERAL NOTES:
WIDTH AND SHAPE OF PROPOSED CONCRETE FLUME AND ETC. SHALL BE AS SHOWN OR AS
DIRECTED BY THE ENGINEER.
REINFORCING BARS ARE TO BE ASTM A615, GRADE 60.
THE FOLLOWING SHALL BE CONSTRUCTED IN ACCORDANCE WITH N.C. ROADWAY SPECIFICATIONS,
CONCRETE CURB AND GUTTER -SECTION $46, CONCRETE FLUME COVER (TO BE CONSTRUCTED UNDER
SIDEWALK SPECIFICATIONS) SECTION 848, CONCRETE PAVED DITCH- SECTION B50.
t
SECTION D-D
CONCRETE PAVED DITCH
SECTION "C-C
CONCRETE PAVED DITCH
6" CONCRETE RISER
ON FLUME
N' 4'-0 BASE
n
....
SECTION ;B - B
mCONCRETE PAVED DITCH
CONCRETE FLUME
E
E
1
I
i
D _D
CONCRETE PAVED DITCH
C... _..... ..k.....................: ........... ..
6" CONCRETE RISER
ONFLUME
E i
t �
i
B
03 BARS @ 8" CTRS,
0.376 Ibs Ift.�--
(est.32 Ibs.)---''J� �` 5' CONCRETE
E 4'-8r' SIDEWALK
5' CONCRETE-
t. SIDEWALK €'
1
f
GRASS BERM F, GRASS BERM
2'-6° CURB AND GUTTER
PLAN
Jr-6" CONCRETE RISER
ON FLUME
_O,r F!
N 1
sa 8AT 7
@ 8" CTRS.—�
2,-6" \
CURB &GUTTER —� � � ! py �I --CONCRETE FUME
U
SLOPE
1.-5' CONCRETE SIDEWALK
PROVISIONS FOR PAYMENT _ J
1.1 cubic yards - p "CDNCREi 1
ELEVATION
CONCRETE SIDEWALK .FLUME
NOT TO SCALE
PyeEQ G��4
G�P4i
i r ice.
/y, PERSPECTIVE
PROJECT REFERENCE NO,
.PSN'CAkp�`4.p
SEAL
022966
CONTRACT STANDARDS & DEVELOPMENT UNIT
STANDARDS AND SPECIAL DESIGN
Office 919-707-6950 FAX [phone]
CONCRETE FLUME DETAIL
ORIGINAL BY: rl-i'i DATE: o3-2712
MODIFIED BY:
CHECKED BY: DATE: .......... ___ ............ __
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PER NCDEQ & NCDOT COMMENTS DATED NOVEMBER 27, 2019
11128119
DESIGNED BY.
JEH
GYM.:
REVISION DESCRIPTION:
DATE:
DRAWN BY.
JLF
1,,12s1,7APPROVED
PER NCDEQ & NCDOT COMMENTS DATED NOVEMBER 27, 2019
BY.
JEH
�J
SHEET:
AA
18
5-
5,
CIVIL

W' WU`
W'' pW
7.5'I - 7.5'
3.0' f 4.5'
3
1.5'
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.
ISOMETRIC VIEW
,= PAY LIMITS FOR CURB RAMP
NOTES:
1. DETECTABLE WARNING DOMES WILL COVER 2'-0" LENGTH AND FULL WIDTH OF THE
RAMP FLOOR AS SHOWN ON THE DETAILS.
2. DETECTABLE WARNING DOMES WILL CONTRAST VISIBILITY WITH ADJOINING SURFACE, EITHER LIGHT -ON -DARK,
OR PARK -ON -LIGHT SEQUENCE COVERING THE. ENTIRE RAMP,
.RAMP. WIDTH AREA .IS VARIABLE
�_. ..
BASE DIAMETER
cn � 0.9"R TO 1 'R
(D
1 TOP DIAMETER OF NO LESS
0 THAN 50% TO NO MORE
ICJ @ (\J ;l, THAN 65% OF THE BASE
DIAMETER
1..4�2 4'7
I.
r, J.
.c
DETECTABLE WARNING DOMES
W
A -
W#A+9"
X
8
5'-
ED,
5.8'
5.8'
57•
8'
0.0'
6.8'
B.S.
6. 0'
7
0.0'
7.8'
7.3'
6. W
8'
0.0'
8.8,
7.3'
6.5'
f
2. 0'
7.8`
7.8'
5.0'
5'
2 1 5'
8.3'
8. V
4, 8'
5'
3.01
8-.8'
8.3'
1 4. 4'
4. V
3.8'
5'
4.5'
10.3'
B.7'
3.4"
5'
5.0'
10.8'
8.9
3. t'
B = X-(At9")
B DISTANCE FROM FRONT EDGE OF SIDEWALK
ID BACK POINT OF 12t.1 (8.3a%) SLOPE.
" BACK OF SIDEWALK DROP REQUIRED FOR ALL
SIDEWALK SLOPES.
" BACK OF SIDEWALK DROP REQUIRED FOR
SIDEWALK SLOPES 0.04.
SECTION B-B
SIDEWALK 5' MIN.TOP OF
ELEVATION; � CURBURB
TRANSITION s DROP i TRANSITION
(.... CURB 1
3
YARIASLE. SLOPES i1OT
TO EXCEED 10:1
SECTION A -A
PLAN VIEW
DUAL RAMPS
ANY RADII
(4` MIN. FLOOR. WIDTH)
NOTES
1. SWALES SHALL NOT BE EXCAVATED BELOW THE
SEASONALLY HIGH WATER TABLE. 2.00' A A 2.00'
2. SWALE SHALL BE TRAPEZOIDAL IN CROSS SECTION
Side Slope
,1 �� i-� WITH MAXIMUM BOTTOM WIDTH OF SIX FEET.
SIDE SLOPES STABILIZED WITH VEGETATIVE COVER
aete SlopesSHALL BE NO STEEPER THE 3:1(HORZ TO Lu
as Close Ct °i r ` „sue : �
Zero Drainager r � , � ; Optional vel Railroad fti3 Tie VERTICAL). Q CONCRETE PIPE
a <; Check -dam
Will Permit;
(Increases Infiltration) 3. LONGITUDINAL SWALE SLOPE SHALL BE EXCEED Q 1
r�� SEVEN PERCENT
Ca k � r €
'ifLx./'a1fr7,,i'R �.',,€.t�'f
K
d x Igo �4. GRASS SPECIFICATION:
4.1. NON -CLUMPING AND DEEP ROOTED
k
GEOTEXTILE
4.2. ABLE TO WITHSTAND A VELOCITY OF FOUR FEET
' r� !� ��• NON -WOVEN FABRIC PIPE JOINT
�f�APER SECOND
�!W/ 1' MIN. OVERLAP
.f f 5 ` r .$3"t✓ F ;6•t S" •,?`k `Xd g+y'm,1 r ,f� '4�
4.3. MANAGED AT AN AVERAGE OF SIX INCHES
4.4. NOT BE CUT LOWER THAN FOUR INCHES.
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CONVEYANCE SWALE
SCALE: N.T.S.
L,9
{'
11( gIg tE
-- SEE NOTE 4
99�
i
SIDEWALK
_SIDEWALK
_
--- -
NOTE 12
SEE
N o
-----
4'-0" (TYP)
-r
/ NOTE 3
U]
o
'.'
....................
STOP LINE
I
---SEE NOTE 10
- _
DETAIL SHOWING TYPICAL LOCATION OF CURB RAMPS
PEDESTRIAN CROSSWALKS AND STOP LINES FOR TEE INTERSECTIONS
SEE NOTE 10
STOPL T NE��
SIDEWALK
qPP NOTE 4
NOTES - MAINTENANCE
IMPORTANT MAINTENANCE PROCEDURES:
1. THE DRAINAGE AREA OF THE GRASSED SWALE WILL BE
CAREFULLY MANAGED TO REDUCE THE SEDIMENT LOAD TO THE
GRASSED SWALE.
2. AFTER THE FIRST-TIME FERTILIZATION TO ESTABLISH THE GRASS IN
THE SWALE, FERTILZER WILL NOT BE APPLIED TO THE GRASSED
SWALE.
3. 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.
SIDEWALK - - -
4'-0" (TYP)
\ 0\
DETAIL SHOWING TYPICAL LOCATION OF CURB
RAMPS, PEDESTRIAN CROSSWALKS AND STOP LINES
ROADWAY
PLAN SYMBOL
CPi\
PROPOSED CURB RAMP W/ LANDING
FOR PROPOSED
PROPOSED OR FUTURE SIDEWALK.
CURB RAMP
ALLOWABLE LOCATIONS
----_.--.____._._.__
DUAL RAMP RADII ........... ANY
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SLOPE TRENCH
OSHA REQUIREME
TOUNGE &
GROOVE
JOINTS
MASTIC SEAL
SECTION 'A" --"A"
PIPE JOINT
SCALE. N.T.S.
NOTES:
CONCRETE PIPE
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
IMPACTED
E BEDDING
REINFORCED CONCRETE PIPE BEDDING
SCALE: N.T S.
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NOTES:
O
1. CONSTRUCT THE RAMP SURFACE TO BE STABLE, FIRM, AND SLIP RESISTANT. CONSTRUCT THE CURB RAMP TYPE AS SHOWN IN THE PAVEMENT MARKING
# Q
PLANS OR AS DIRECTED BY THE ENGINEER,
< .
2. LOCATE CURB RAMPS AND PLACE PEDESTRIAN CROSSWALK MARKINGS AS SHOWN IN THE PAVEMENT MARKING PLANS. WHEN FIELD ADJUSTMENTS REQUIRE
.'V
u F,0
MOVING CURB RAMPS OR MARKINGS AS SHOWN, CONTACT THE SIGNING AND DELINEATION UNIT OR LOCATE AS DIRECTED BY THE ENGINEER.
O 00
3. COORDINATE THE CURB RAMP AND THE PEDESTRIAN CROSSWALK MARKINGS SO A 4'x4' CLEAR SPACE AT THE BASE OF THE CURB RAMP WILL FALL
H U d<C p CD
WITHIN THE PEDESTRIAN CROSSWALK LINES.
< s }
UJ
4, SET BACK DISTANCE FROM INSIDE CROSSWALK MARKING TO NEAREST EDGE OF TRAVEL LANE I5 4' MINIMUM.
o p <
u) CC
2
5, REFER TO THE PAVEMENT MARKING PLANS FOR STOP BAR LOCATIONS AT SIGNALIZED INTERSECTIONS. IF A PAVEMENT MARKING PLAN IS NOT
PROVIDED, CONTACT THE SIGNAL DESIGN SECTION FOR THE STOP BAR LOCATIONS OR LOCATE AS DIRECTED BY THE ENGINEER.
r �
QZ
6. TERMINATE PARKING A MINIMUM OF 20' BACK OF A PEDESTRIAN CROSSWALK.
7, CONSTRUCT CURB RAMPS A MINIMUM OF 4' WIDE.
_J
8. CONSTRUCT THE RUNNING SLOPE OF THE RAMP 8.33% MAXIMUM.
NON
L1�
9. ALLOWABLE GROSS SLOPE ON SIDEWALKS AND CURB RAMPS WILL BE 2% MAXIMUM.
Q
V
10. CONSTRUCT THE SIDE FLARE SLOPE A MAXIMUM OF 10% MEASURED ALONG THE CURB LINE,
OCn
�
11. CONSTRUCT THE COUNTER SLOPE OF THE GUTTER OR STREET AT THE BASE OF THE CURB RAMP A MAXIMUM OF 5% AND MAINTAIN A
�
' : F..
SMOOTH TRANSITION.
O N
LOL
12. CONSTRUCT LANDINGS FOR SIDEWALK A MINIMUM OF 4'x4' WITH A MAXIMUM SLOPE OF 2% IN ANY DIRECTION. CONSTRUCT LANDINGS FOR
CC ON.
MEDIAN ISLANDS A MINIMUM OF 5'x5 WITH A MAXIMUM SLOPE OF 20 IN ANY DIRECTION.
CC
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13. TO USE A MEDIAN ISLAND AS A PEDESTRIAN REFUGE AREA, MEDIAN ISLANDS WILL BE A MINIMUM OF 6' WIDE. CONSTRUCT MEDIAN ISLANDS
0 to
H
^1
(D
TO PROVIDE PASSAGE OVER OR THROUGHT THE ISLAND.
Q F-
z
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14. SMALL GHANNELIZATION ISLANDS THAT CAN NOT PROVIDE A 5'X5' LANDING AT THE TOP OF A RAMPS, WILL BE GUT THROUGH LEVEL WITH
0 CAz
�-
THE SURFACE STREET.
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15. CURB RAMPS WITH RETURNED CURBS MAY BE USED ONLY WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS THE RAMP. THE ADJACENT SURFACE
O
oIS
PLANTING OR OTHER NON -WALKING SURFACE OR THE SIDE APPROACH IS SUBSTANTIALLY OBSTRUCTED.
M
16. PLACE A 1,2" EXPANSION JOINT WHERE THE CONCRETE CURB RAMP JOINS THE CURB AS SHOWN IN ROADWAY STANDARD DRAWING 848.01
4
W
17, PLACE ALL PEDESTRIAN PUSH BUTTON ACTUATORS AND CROSSING SIGNALS AS SHOWN IN THE PLANS OR AS SHOWN IN THE MUTCD.
O
U Y
4CL I
18. CURB RAMPS THROUGH MEDIAN ISLANDS, SINGLE RAMPS AT DUAL CROSSWALKS OR LIMITED R/W SITUATIONS, WILL BE HANDLED BY SPECIAL DETAILS.
O
4)1
CONTACT THE CONTRACT STANDARDS AND DEVELOPMENT UNIT FOR THE DETAILS OR FOR A SPECIAL DESIGN.
848.05
NCDOT CURB RAMP DETAIL
NOT TO SCALE
DESIGNED BY.
JEH
iYM.:
REVISION DESCRIPTION:
DATE:
DRAWN BY.
JLF
PER NCDEQ & NCDOT COMMENTS DATED NOVEMBER 27, 2019
11128119
APPROVED BY.
JEH
3
SHEET:
19
J�
PER NCDOT COMMENT DATED DECEMBER 27, 2019
01103120
6
CIVIL

#4 REBAR @
12"O.C.E,W
Z
W
Q CL
�W
FRAME AND GRATE & HOOD
PER NCDOT STD. 840.03
EDGE OF PAVEMENT
ELEVATION FOR CURB
INLETS
PAVEMENT
2'-2"
r
� � M
1
i
d � d i
z
ALL STEPS IN MANHOLES ARE
COPOLYMER POLYPROPYLENE
PLASTIC, REINFORCED WITH 112"
GRADE 60 REINFORCEMENT
MANHOLE STEPS @ 16"0.C. IF
DEPTH 1S MORE THAN X-0"
- 8" SOLID CONCRETE BRICK
OR PRECAST CONCRETE BOX
STORM DRAIN LINE
3000 PSI CONCRETE
FOUNDATION
MIN. 6" COMPACTED
/ #57 STONE BEDDING
�- COMPACTED
SUBGRADE
NOTE: SEE NCDOT STD. #840.01 #840.02 MASONRY
OR CONCRETE INLET BOXES.
CURB INLET DETAIL
NOT TO SCALE
GRASS MEDIAN OR
CONCRETE ISLAND
B
A — EXPANSION JOINT F
A„ h 101_01,�-B
%a" RADIUS
34" RADIUS
uj
J O�
C STD. 840.03 FRAME, GRATE AND HOOD H
Q 73-4" RADIUS r/g" RADIUS
EXPANSION JOINT >
SECTION - AA
10'-0"
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%g" RADIUS
344" RADIUS
o� I�e" RADIUS
13a" RADIUS ~`
Z W
SECTION - BB 0 m
CD
rZ -- --- ------- -�r ��Q
DEPRESSED GUTTER LINE J a Q co
EXPANSION JOINT EXPANSION JOINT p C.± p
c.>
SEE STANDARD NO. 840.01 OR 840.02 �tipSP� CC
cr
ELEVATION 5cl gPSs>s o L+-
B" p'-p"
in
2:. RADsus I~/} cc =
3"RADIUS RADIUS �JG°� °P $ >- �
eye
uj
9�P�°PPQ 1° �P CG��P51N O< C/)
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SECTION - CC ���SG�ioN F m o
�PeEP e QNP�
SHEET 1 OF 1
1r-6" CURB AND GUTTER 1852.051
3,_1,/2„
C
PLAN
3'-1%"
CURB TRANSITION FOR CATCH BASIN
NOT TO SCALE
N
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0
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0
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N
N
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BACK OF CURB
x y$„
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v. J
s
PLAN
x
SECTION.Y-Y
RISER HT.
VARIES -
o -, - - -
M
0 6„
WHERE 30" TO 36" PIPE IS USED
RISER HT.
VARIES
i A
WHERE 42" TO 54" PIPE IS USED
DETAIL SHOWING METHOD
OF RI$ER_CONSTRUCTION
Y
SECTION X-X
=ENERAL NOTES:
USE CLASS "B" CONCRETE THROUGHOUT.
PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12"
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66..
OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS AT
12" CENTERS AS DIRECTED BY THE ENGINEER.
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB
AS SHOWN ON STD. NO. 840,00,
USE TYPE "E", "F" AND "G" GRATES UNLESS OTHERWISE INDICATED.
FOR 8'-0" IN HEIGHT OR LESS USE 6" WALLS AND BOTTOM SLAB. OVER
W-O" TO 16'-0' IN HEIGHT USE 8" WALLS AND BOTTOM SLAB. ADJUST
QUANTITIES ACCORDINGLY.
CONSTRUCT WITH PIPE CROWNS MATCHING.
CHAMFER ALL EXPOSED CORNERS 1".
DRAWING NOT TO SCALE.
T E- 4 B
6., ro. C . 6"
D e'
G'
T SECTION J-J
WHERE 30" TO 36" PIPE IS USED
SEE NOTE
L
PLAN
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aQ
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LLJ�104
Lu LL
aa�°„zz
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dO�OFOa
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a
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0
A O z
• E ►I . M
a �
z m Lu
o x < = CL
D p
Q aLo
p V O
C2=
SECTION M-M co W
WHERE 42" TO 54" PIPE IS USED Q
Oor
J pcc
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PLAN SHEET 1 OF 2
840.02
S_"�
s"
17i'2:,r
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PLAN OF TOP SLAB SECTION S-S
6' E - #8 `rW" BARS -#4 BAR
# A VAC"j4A
F N
@ EQUAL PES
S 6
SECTION R-R DOWEL
PLAN
CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES.
TOP
, EXPANSION JOINT
USE ON FLAT ELEV
GRADES 2% AND UNDER
jL
= —� DEPRESSED GUTTER LINE
EXPANSION JOINT � ("^�•.�-
ELEVATION
NORMAL CURB AND GUTTER ON LIGHT GRADES
NORMAL GUTTER LINE
EXPANSION JOINT
8 TOP
USEtONGRADES OVER2%ELEV•==DEPRESSED GUTTER LINE
EXPANSIONJOINT0" MAX.
ELEVATION
NORMAL CURB AND GUTTER ON STEEP GRADES
MINIMUM DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH BASIN(BASED ON MIN. HEIGHT H WITH NO RISER)
DIMENSIONS
OF
BOX. AND
PIPE
COVER
DIMENSION
CU.YDS.
CONC,
IN BOX
DEDUCTIONS
ONE. PIPE
PIPE
SPAN
WIDTH
WIDTH
SPAN.
MIN. HEIGHT
BARS--U
BARS-V
BARS-W
TOTAL
LBS,
TOP
SLAB
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10.235
0.772
0.015
0,.026
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0.235
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0,023
0.036
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0:887
0.033
0.049
24"
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3-9"
0.235
1.001
0.059
0.085
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4`-0"
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0.123
0.321
1.433
0.092
0.127
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0. 358
1.774
0.132
0.178
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DESIGNED BY: JEH
YM.: REVISION DESCRIPTION: DATE:
DRAWN BY JLF
PER NCDEO & NCDOT COMMENTS DATED NOVEMBER 27, 2019 11128119 APPROVED BY. JEH
SHEET:
(j%_'�, PER NCDOT COMMENT DATED DECEMBER 27, 2019 01103120
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0.25 ac,.rcas
fg957
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*4 wire fence wooden fence
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Know what's below
Call before you dig.
Dial 811
or call 800- 632-4949
SCALE IN FEET
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Ym.: REVISION DESCRIPTION:
7
7
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DESIGNED BY:
JEH
DATE:
DRAWN B Y.-
JLF
APPROVED BY.
JEH
SHEET
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