SW6191102_McPhail Meadows-FINAL SUBMITTAL-200330-RFS_3/30/2020

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 IMTH 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 BYALL 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. IT IS
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.
SITE DEVELOPMENT
for
Hoke County, NC
--
``--r/•� I _�-r- r Lot 1 , \
r \�"`�-wr•- ` Lott
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Lot 3
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iLot 4 Lot 27
\` Lot 11
Lot 12 i /� ` \ 7a \
Lot 10 � ,.- .-� Lot 5 � �
Lot 13
i C Loth
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Lot 14 .�
Lot 9 Lot 8 i , r/ Lot 26
Lot 15 P�51- C wrr•�' 1 v i
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Lot24 � wr
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Lot 16 ` Lot20 `i Lot23 �- ,,.,• ''" \
Lot 21
Lot 22 \
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Lot 17
Lot19
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SHEET SCHEDULE
SHEET TITLE
SHEET NO.
ORIGINAL DATE
LATEST REVISION
DATE
COVER SHEET
1
1012912019
312512020
EXISTING CONDITIONS
2
1012912019
OZ25/20
OVERALL SITE LAYOUT PLAN
3
i
1012912019
I
I
312512020
INITIAL EROSION & SEDIMENTATION CONTROL PLAN
4
_
101291201.9
02/25/20
INTERMEDIATE ERO. & SED. CONTROL PLAN
j 5
101291201.9
312512020
FINAL EROSION & SEDIMENTATION CONTROL PLAN
6
10/29/2019
312512020
{
SEDIMENTAND EROSION CONTROL NARRATIVE
NCG01 GROUND— STABILIZATION AND MATERIALS HANDLING
-�-
7.0
j
1012912019
j
11118119
j
PLAN SHEET
7.1
1 �_
-
11118119
NCG01 SELF -INSPECTION, RECORDKEEPINGAND REPORTING
i 7.2
-
11118119
PLAN SHEET
SEDIMENT AND EROSION CONTROL DETAILS
8.1
1012912019
11127119
SEDIMENT AND EROSION CONTROL DETAILS
8.2
-
i
11127119
1
SEDIMENT AND EROSION CONTROL DETAILS
9
1012912019
11127119
WATERMAIN PLAN AND PROFILE
10
(
1012912019
3125/2020
A
WATERMAIN PLAN AND PROFILE
4
11
1012912019
312512020
WATERMAIN DETAIL
12
1012912019
12103119
ROADWAY & STORM DRAINAGE PLAN AND PROFILE
13
1012912019
3125/2020
j ROADWAY PLAN AND PROFILE
14
i
1012912019
��
312512020
ROADWAY PLAN AND PROFILE
{� -- 15 fj
10/2912019
31251202D
_
I ROADWAY PLAN AND PROFILE
16
1012912019
j
312512020
SITE GRADING PLAN
17
10/29/2019
j
312512020
^�
I
SITE DETAIL
18
1012912019
11127119
SITE DETAIL
j
19
_
10/2912019
��
_
01102120
SITE DETAL
20�1012912019
I
01102120
SWALE DRAINAGE MAP v -
(
D1 j
1012912019
01102120
REVISION OCCURRENCE LIST
7
3I25/2020
REVISED ROAD PROFILE GRADE AND SWALE #8
JLF
6
212512020
ROAD CENTERLINE REVISED PER WETLAND
JLF
5
112/2020
PER NCDOT COMMENTS DATED DECEMBER 27, 2019
JLF
4
1211212019
APPROVAL WITH MODIFICATION, DECEMBER 12, 2019
JLF
3
121312019
PER NCONER 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: =5/2020
SCALE IN FEET
OVERALL PLAN 0 75 150 300
OWNER IDEVELOPER SUR V.)EYOR 1111/�EERZNG,
PLLC
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Southeastern749Construct►on Strother .and Survey►n Walker Road, Sanford, NC 27332
\A CAI?
of Rockfish,LLC PO Box 249, Sanford, NC 27331
120 East Elwood Avenue oao���Sso%-
e4� E Phone: [phone]
771 Bostic Road Raeford, North Carolina 28376 = _
- F����004 a-mall:[e-mail]
Raeford, North Carolina Phone. 910 875=8081 - , �R e ►N Q``o�.p.;
�,. OD t:4 ��
-� NC License #.s
P-0836
ema►l:LelandC&,strother►andsurvey►ng.com
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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 IN ACCORDANCE WITH ALL, HOKE COUNTY AND
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.
Lumbee Rifo r ctric D.B. 102 1, Pg. 957
� wid M W,ire fence
1
EXISTING
LEGEND
DESCRIPTION
EXISTING IRON ROD
RIGHT-OF-WAY
PROPERTY LINE
ROADWAY
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— — — — — — — — N:454,229.45 US Survey Ft.
E: 1,967,114.43 US Survey Ft.
Ei.=236.63' NAVD88
` \ N-yyL�¢ 3,i k4'+,,eg� Groves
vo� I{ David Paul 3 ¢Yi€ € and wife,
Y _ : 3, 256, Pg. 447 Kimberley Ann Miller Avina
1 .00 Acre
1 _}
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D.B. 10, . 0 O0 \
we
84'�nnston= 1 i -- 3 )YP Vate acces_asement
County of Hoke_
2.0 Acres
1 IAX. Leach, Jr,\
t ` I 2,47 Acres
3,15 Aces
1 1\ f I .Bx 729, Pg. 500 1
SURVEY NOTE.
1. BOUNDARY INFORMATION FROM A MAP PREPARED BY
STROTHER LAND SURVEYING.
2. TOPOGRAPHY TAKEN FROM HOKE COUNTY GIS. "'"NOTE,' CONTOURS
SHOWN ON THESEPLANS ARE L/DARAND
AND TOPOGRAPHIC RVEY.
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OWNER:
WILLiAM MALCOLM MCPHAIL, JR
22.48 ACRES
MCLAUCHLIN TOWNSHIP
HOKE COUNTY, NORTH CAROLINA
DEED INFORMATION.
DEED BOOK 382, PG 373
TRACT D-3
"DIVISION OF J.FMcPHAIL ESTATE"
SLIDE 114,M.B. 5, PG 56
(7 )
I I
body E hashase Two '
(71)
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Know what's below
Call before you dig.
® Dial 811
Or Call 800-632-4949
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SCALE IN FEET
Elm
0' 30 60 120
REVISION DESCRIPTION:
ROAD CENTERLINE REVISED PER WETLAND
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DATE.
DRAWN BY JLF
APPROVED BY.JEH
SHEET:
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` 2AAgas - y M1?tN! 494850401035
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l l i I county of Haxa
I 2.0 Acres
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Anthony I 2 47 Acres
}} I D-B- 28Z N. 247 3.16 Acres per SCALE IN FEET
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OFf,'QER OR ffE N MY W AE BEER ACOIYAEr1 HY FREBCRIPVY USE.
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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, IDENTIFYANY MEASURES THAT MAY BE 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 IN ADDITION TO INSPECTIONS REQUIRE BY G.S.
113A-61.1. SEE NCGO1 INSPECTION RECORDKEEPING AND REPORTING
PLAN SHEET.
GENERAL NOTES:
PURSUANT TO G.S. 133 A57(2), THE ANGLE FOR GRADED SLOPES AND FILLS
SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE RETAINED BY
VEGETATIVE COVER OR OTHER ADEQUATE EROSION -CONTROL DEVICES OR
STRUCTURES.
IN ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 7 OR 14 CALENDAR
DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR
OTHERWISE PROVIDED WITH TEMPORARY GROUND COVER, DEVICES, OR
STRUCTURES SUFFICIENT TO RESTRAIN EROSION. PERMANENT
GROUNDCOVER WILL BE PROVIDED FOR ALL DISTURBED AREAS WITHIN 15
WORKING DAYS OR NO MORE THAN 90 CALENDER DAYS (WHICHEVER IS
SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION,
PURSUANT TO G.S. 113A-57(3), PROVISIONS FOR PERMANENT
GROUNDCOVER SUFFICIENT TO RESTRAIN EROSION MUST BE
ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN 15 CALENDAR DAYS OR
60 CALENDAR DAYS (WHICHEVER /S SHORTER) FOLLOWING COMPLETION OF
CONSTRUCTION OR DEVELOPMENT.
` ANY BORROW MATERIAL BROUGHT ONTO THIS SITE MUST BE FROM A
LEGALLY PERMITTED MINE SITE OR OTHER APPROVED SOURCE. A
SINGLE -USE BORROW OR WASTE AREA SITE IS ONLY PERMISSIBLE IF IT /S
'OPERATED UNDER CONTROL OF THE FINANCIALLY RESPONSIBLE PERSON
OR FIRM THAT IS DEVELOPING THIS SITE. AN APPROVED EROSION AND
SEDIMENT CONTROL PLAN IS REQUIRED FOR ALL SINGLE USE BORROWAND
WASTE SITES. Q_--::1 9, PERMANENT GROUNDCOVER WILL BE PROVIDED FOR ALL DISTURBED AREAS
WITHIN 15 WORKING DAYS OR NO MORE THAN 90 CALENDAR DAYS (WHICHEVER
IS SHORTER) .
10. TOTAL SITE DISTURBED AREA =18.0 AC.
EROSION CONTROL MEASURE - INITIAL PHASE:
1. ENSURE ALL APPROVALS HAVE BEEN OBTAINED PRIOR TO ANY LAND
DISTURBANCE.
2. CONDUCT ON -SITE PRE -CONSTRUCTION MEETING WITH THE CONTRACTOR,
OWNER, ENGINEER AND CONSTRUCTION MANAGER TO REVIEW THE PROJECT
AND EROSION CONTROL SEQUENCES.
3. CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WITHIN AND IMMEDIATELY
ADJACENT TO THE PROJECT AREA.
4. INSTALL CONSTRUCTION ENTRANCE AT LOCATION SHOWN ON THE PLAN -OFF OF
EDGE OF EXISTING PAVEMENT ON PITTMAN GROVE CHURCH DRIVE.
5. FLAG LIMITS OF ALL DISTURBED AREA AS SHOWN ON THE PLANS FOR
INSTALLATION OF PERIMETER EROSION CONTROL DEVICES -SILT FENCE AND
SILT FENCE OUTLET WHERE SHOWN.
EROSION CONTROL DESIGN, DETAILS AND MAINTENANCE SPECIFICATIONS
SHALL COMPLY WITH CURRENT NORTH CAROLINA EROSION AND SEDIMENT
CONTROL PLANNING AND DESIGN MANUAL.
6. INSTALL SILT FENCE OUTLET AS SHOWN ON THE PLANS. ( �,
7. CONSTRUCT TEMPORARY SEDIMENT TRAP AS SHOWN ON THE PLANS.
8, CLEAR AND GRUB SITE (WHERE REQUIRED) AND LEGALLY DISPOSE OF ALL
DEBRIS OFF SITE.
SYMBOL PRACTICE DESCRIPTION
(� E
CONSTRUCTION ENTRANCE
A STONE STABILIZED PAD LOCATED AT ANY POINT THAT TRAFFIC WWLL BE
LEAVING A CONSTRUCTION SITE TO A PUBLIC RIGHT-OF-WAY, STREET,
ALLEY, SIDEWALK, OR PARKING PLOT WHICH V14LL REDUCE OR ELIMINATE
THE TRANSPORT OF MUD FROM THE CONSTRUCTION SITE.
A TEMPORARY STRUCTURE USED TO SLOW THE VELOCITY OF RUN-OFF,
SF �—
SILT FENCE
CAUSE SEDIMENT DEPOSITION AT THE STRUCTURE, AND FILTER SEDIMENT
FROM RUN-OFF.
SFO
SILT FENCE OUTLET
PROTECTION
A TEMPORARY STRUCTURE AS A REINFORCED OUTLETAT LOW POINTS OF
THE SILT FENCE. INSTALL #57 WASHED STONE AT UPSTREAM FLOW WWTH
HARDWARE CLOTH. (SEE DETAIL)
TEMPORARY
A TEMPORARY RIDGE OR EXCAVATED CHANNEL OR COMBINATION RIDGE
TD �—
DIVERSION
AND CHANNEL CONSTRUCTED ACROSS SLOPING LAND ON A
PREDETERMINED GRADE.
EMMME
CONSTRUCTION LIMITS
A DEFINED AREA THAT ALL LAND DISTURBANCE WILL OCCUR
DURING CONSTRUCTION.
cJ^ K
SKIMMER SEDIMENT
BASIN
AN EARTHEN EMBANKMENT SUITABLY LOCATED TO CAPTURE RUNOFF,
WITH A TRAPEZOIDAL SPILLWAY LINED WITH AN IMPERABLE GEOTEXTILE
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
BF EETT
POROUS BArLE
TURBULENCE OF THE WATER FLOWWNG THROUGH THE MEASURE, AND TO
FACILITATE THE SETTLING OF SEDIMENT FROM THE WATER BEFORE
DISCHARGE.
SEDIMENT SKIMMER BASIN NO.2
I '
WITH BAFFLES
EM.SPILLWAY ELEV.: 233,00'
MIN. STORAGE VOLUME AT CREST
EM. SPILLWAY WIDTH:8'
OF SPILLWAY: 7,875C.F.
'
EM. SPILLWAY5%
WAY
MIN. SURFACE AREA AT CREST
I
LINE 4 MATTING
OF SPILLWAY: 3,825 S.F.
I CONSTRUCTSILT
EQUIV
TOP OF DAM ELEV : 234.50'
FENCE OUTLET PRIOR '
I I TO CONSTRUCTION
mbee River E CtrIC
I OF SEDIMENT TRAP / {
PROTECT EXISTING
FENCE
�\
CONSTRUCT SILT Clarence Willis
FENCE OUTLET PRIOR ,Q, 9029, P . 957
TO CONSTRUCTION g
BOT OF BASIN ELEV.: 229.50'
SEDIMENT CLEANOUT ELEV =231.25'
SKIMMER SIZE: 4" W/ 1.5"i0' ORIFICE
SKIMMER ELEV.: 229.50' / / PROTECTFENCE (T E I S ING
"LOChaven Estates"
P.C. 3, Slide 3-59, Pg. 004 (14) l
D. 1000, Pg. OF SEDIMENT TRAP rSFO)
SF �SF SF \mire fence \ / j / / I SF \ \ �� I CL /wooden fence `iv
1 \ ..�
I ITOP
Tp a�J Olt DAM
E----------�--ro�ap---- nTD / �-� - - - - - -►--� TD- \ SFO
---sn,i / Terty BOTTOM \ /D.B. 97nPg. 909 Ulf
EM.SPI LWAYELEv.:234.50'_ �\ �� i`J\ TEMP. DIVERSIONEM. SPILLWAY WIDTH: 15' BF TEMP, DIVERIJ�N SK 1 — _ _ / TEMP. DIVERSION DITCH(3): SEEDEM. SPILLWAY SLOPE: 0.5% J DITCH {5}: SEED \ BF DITCH (4): SEED \ I AND MULCH
Survey for Scottie S. Godwin and wife, LINE W/ENK A MATTING OR AND MULCH �a \ AND MULCH —---
I Sabrina L. Godwin" EQUIV 'A TEMP. DIVERSION\ A�
-A I _?\ _.t SK DITCH (8B): SEED
I Slide 274, Map 003) � � i � SFO & MULCH
I DO NOT INSTALL SILT
NOTE' J\� SEDIMENT SKIMMER BASIN NO. 1
WITH BAFFLES \ /.
FENCE ACROSS THE °
\ i
EMERGENCY SPILLWAY ( \ ■ MIN. STORAGE VOLUME AT CREST \ ` / c� SEDIMENT SKIMMER BASIN NO. 3
\ ■ OF SPILLWAY: 14,875 C.F. - WITH BAFFLES
\ \ 1
� \ MIN. SURFACE AREA AT CREST \ MIN. STORAGE VOLUME AT CREST BF
m /
OF SPILLWAY: 6,875 S.F. r
TOP OF DAM ELEV.: 236.00' "--- ( OF SPILLWAY: 14, 464 C.F.
MIN. SURFACE AREA AT CREST
Recombination Survey for Terry Long BOT. OF BASIN ELEV.: 231.00'
,r
r, �/ {' r OF SPILLWAY: 7,125 S.F. ( a7
` ,- ` � \ SEDIMENT CLEANOUT ELEV = 232.75' � �
CAbinet 4, Slide 4-79, Map 005 ! _ J %
/ TOP OF DAM ELEV.: 22750' + +
! \ SKIMMER SIZE: 4" WI2.0'td ORIFICE
BOT. OF BASIN ELEV.: 222.50'
! \ ` SEDIMENT CLEANOUT ELEV = 224.25
I } sl T 8TD SKIMMER ELEV.: 231.00' S' / oti SK
I I I I \ si ✓ SKIMMER SIZE: 4" W12.0"O ORIFICE „ + U
Ter Lon
D. �f �299 Pg. 634 \ SF `� ( \ I j SKIMMER ELEV.: 222.50'�
TEMP. DIVERSION I
1 1 \r
�I \ _ 1 DITCH (8A): sEED
h CL \ CL � �` / &MULCH
EM.SPILLWAY ELEV.: 226.00" +
EM. SPILLWAY WIDTH : 12'
4
T
T EM. SPILLWAY SLOPE: 0.5% + 1
I \\ \\ OR
SF \ \ SF �r� \� T I 'A Sb\ utheastem Construct/On oeROcl�sh LLC - / \ �'�aJ / ) LINE W/ENKA MATTING IV ( ++ +
Willia ttd6/co/m McPhail, Jr. Tract rn / \ r l / j EQUIV.
\\ rrrr�� I
D.B: f 1, Pg, 719 T ' ' I l '\ l — �' \ \ / ,r / I ' SF
-A 2aV -A I T -A
CONSTRUCT SILT FENCE SFO ✓ PIN. 49 ¢50401�20 I ^� � �� J
\ \ t
OUTL ET AS SHOWN ON �g \ I 1 �\ ,\ _
\ \ ' -A 0 S F
,
I J I \ \ eta \ 1 \ \ T MP DtVERstON
/ (54)
FO)' (59)
I \
I
NO�E:
DO NOT INSTALL SILT
FENCE ACROSS THE
EMERGENCY SPILLWAY
(60)
-A 'A\ \I r PLANS. \ \ 'AX / E
�� -A� l -A� �` , � ' \ DITCH: SEED AND �, 61)
r \
\ , \ n ""A\ ✓ J / ! \ MULCH J \ V i / / i BF + / / CO
\ \ T �✓ / \
n \ 7D \ \ �/ I/ 1 ` ++ U ��
\ `� f1 uoita eras '' SFO / \ ( —
I I I I , o /-- � �-
--- ��'
CL �- ura uitab e�oils area � � ! � \ \ � / �- - - - - / - - - - - � }- - - -
-►`-(- SF
it - sea, J CL SFO SF 0� I / "' ( ! \ + + \ SF 4
EXISTING
FENCE
TD O M
I It CE \ a \ _ ~ -- _ %� ! l \ I > \ PIN. 494650401038 / TEMP. DIVERSION SF
! 1 \ / DITCH. SEED AND
SEDIMENT SKIMMER BASIN NO. 4 i ! V
"Recombination Survey for � i J � MULCH
"Rbit/
WITH BAFFLES
David Paul Avina and wife, J MIN. STORAGE VOLUME AT CREST I
Kimberly Ann Mil/erAvina" i \ OF SPILLWAY: 20,930 C.F. \
' CL I / �? \ / _ / / \ 300Acres , / MIN. SURFACE AREA AT CREST CL (63)
\ J o \ ( P.C. 4. Sl. 4-84, Map 005 TEMP. DIVERSION \\ OF SPILLWAY: 6,785 S.F.-
r DITCH: SEED AND \ TOP OF DAM ELEV.: 231.50' NOTE:
-
BOT. OF BASIN ELEV, : ' 226.501
MULCH \ - _ ! DO NOT INSTALL SILT
EX F
SEDIMENT CLEANOUT ELEV 228.25' SK ! + + / / -%FENCE ACROSS THE
I' �Y°Z4 r \ _ 1 \ — !\ �/ -� \, a\ ' \ SKIMMER SIZE: 4"W/2.60ORIFICE BF ( J J J EMERGENCY SPILLWAY
SKIMMER ELEV.: 226.50'.
� 1 • / / \ \ _ J - ,__ - EM.SPILLWAY ELEV.: 230.00'
r \ CL ' \ (� I TD ' , -- -__ J + SF I EM. SPILLWAY WIDTH: 15'
---
- - I EM. SPILLWAY SLOPE: 0.5%
rTFR I \ \ , i ✓ � .. _.._ ..._ — — — ex. sort TRav"` y` -- `" \' � � -l
erysnstw+eLane ` " 1 ` /R / S / \ / J SF J wood fence"SF
CL
NA54,229.45 US Survey Ft. I I
\E: 1,967,114.43 US Survey Ft. TEMP. DIVERSION E1.=236.63' NAVD88 ( DITCH: SEED ANDj
1.24 Acres MULCH
Nathaniel Groves David Paul Avina and wife, I \
1
D.B. 256, Pg. 447 Kimberly Ann Miller Avina I I � (73)
1.00 Acre I y (72)
D.B. 636, Pg. 56 I (74) I
4 Robert D. Beatty I \ {
I 1 2.0 Acres,I _ PiN: 494650401038 { I
I D.B. 316, Pg. 549 I "_`. - _ _ — _ — `_ -_ - _ _ _ _ - _ I
_...30' pnv��cs�s� se
County of Hoke
LINE W1 ENKA MATTING OR
SF 1 I EQUIV.
! 1 CL 1
f
"V oods Edge Phase Two' `
C b. 3, Slide 3-18, Map os. 6 8 7
(71) 1 `
(70) I �o
J �
Know what's below
Call before you dig.
Dial 811
Or Call 800- 632-4949
I SCALE IN FEET
0' 30 60 120
YM.. REVI St ON DESCRIPTION:
1 PER NCDEQ COMMENTS DATED NOVEMBER 15, 2019
G / PER NCDEQ COMMENTS DATED NOVEMBER 27, 2019
APPROVAL WITH MODIFICATION DECEMBER 12, 2019
ROAD CENTERLINE REVISED PER WETLAND
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DATE:
DESIGNED BY:
1118119
DRAWN BY:
1128119
APPROVED BY.,
2112119
SHEET.,
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02125120
CIVIL
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Vicinity Sketch - Not to scale
CONSTRUCTION SEQUENCE & EROSION CONTROL MEASURES -
1.
CHECK ALL SILT FENCE AND REPAIR AS NECESSARY. ASSURE ANY
ERODED AREA ARE STABILIZED WITH TEMPORARY SEEDING AND MULCH.
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 I OUTLET BMP'S WHERE REQUIRED.
S.
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 SIGNA GE.
ALL PERMANENTSWALES MUST
` HAVE MATTING INSTALLED IMMEDIATELY TOTAL SITE DISTURBED AREA = 18A AC.
11 UPON CONSTRUCTION
All PERMANENT SWALES MUST
SYMBOL PRACTICE DESCRIPTION
j P
INLET PROTECTION
A TEMPORARY SEDIMENT BARRIER LAID AROUND A STORM DRAIN INLET
TO PREVENT SEDIMENT FROM ENTERING THE DRAINAGE SYSTEM.
(�(O
OUTLET PROTECTION
RIP RAP CHANNEL / BANK PLACED BELOW DRAINAGE OUTLETS TO
REDUCE THE VELOCITY OF FLOW, EROSION, AND STABILIZE GRADES
DOWNSTREAM OF OUTLET STRUCTURES.
CE
CONSTRUCTION ENTRANCE
A STONE STABILIZED PAD LOCATED AT ANY POINT THAT TRAFFIC Wi1L 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,
SILT FENCE
CAUSE SEDIMENT DEPOSITION AT THE STRUCTURE, AND FILTER SEDIMENT
FROM RUN-OFF.
(;L
CONSTRUCTION LIMITS
A DEFINED AREA THATALL LAND DISTURBANCE iMLL OCCUR
DURING CONSTRUCTION,
SFO
SILT FENCE OUTLET
PROTECTION
A TEMPORARY STRUCTURE AS A REINFORCED OUTLETA T LOW POINTS OF
THE SILT FENCE. INSTALL #57 WASHED STONE AT UPSTREAM FLOW WITH
HARDWARE CLOTH. (SEE DETAIL)
ST
SEDIMENT TUBE
SLOPE: < 1%
SEDIMENT TUBES ARE ELONGATED TUBES OF COMPACTED GEOTEXTILES,
CURLED EXCELSIOR WOOD, NATURAL COCONUT FIBER OR HARDWOOD
MAX SPACING: 150'
MAX VELOCITY: 40 fps
MULCH. STRAW, PINE NEEDLES AND LEAF MULCH -FILLED SEDIMENT TUBES
ARE NOT PERMITTED UNDER THIS SPECIFICATION.
PERMANENT /
CONVEYANCE SWALE NO. 1
ALL PERMANENT SWALES MUST SLOPE = U. 77%
HAVE MATTING INSTALLED IMMEDIATELY SIDE SLOPES : 3:1 /
UPON CONSTRUCTION 1 HAVE MATTING INSTALLED IMMEDIATELY BOT MOTH: 6' /
t � � UPON CONSTRUCTION LINER:
PERMANENT PERMANENT EXCELSIOR MATTING
l
CONVEYANCE SWALE 88 \
SLOPE 0 2.0% PERMANENT CONVEYANCE SWALE N0.3
/
SIDE SLOPES: 3:1 PERMANENT CONVEYANCE SWALE NO,4 SLOPE = 1.50%
£ BOT MOTH: 6' CONVEYANCE SWALE 500.%5 SLOPE O 1. S: ' / SIDE SLOPES ::6'
W/ EXCELSIOR MATTING PROTECT EXISTING SIDE SLOPES: 3;1 J
LINER :SEED &MULCH FENCE @ BOT. MOTH: 6' BOT WIDTH: 6' t
SIDE SLOPES : 3:1 LINER: SEED & MULCH \
I W/NER: SEED & MULCH PROTECT EXISTING EXCELSIOR MATTING FENCEYT
F ALL)
4 LINER SEED &MULCH 3- H / / � ,gel W/ EXCELSIOR MATTING �/
I / t W1 EXCELSIOR MATTING � SF SF SF wcire fence \ sT FO / / (/ I SF �� t CL /wooden fence ST CL /
_ -
,\ -ST - -
\ r \ ''' \ aorronr aas7trorr " ST / l I I ST ( /
--
� PERMANENT I �'� i - � s = N_� _ _ -���� ' PERMANENT , ST ) �
PERMANENT 1 - RAILROAD TIE \ _ _ _ - / RAILROAD TIE \� i I PERMANENT �'
I CONVEYANCE SWALE 8A j �I i CHECK -DAM \ v� _ ( CONVEYANCE SWALE N 2 CHECK -DAM / �1�\ A ; { j RAILROAD TIE
SLOPE = 0.50% I Afir �I I I ( �� ( \ i , 1 �_ 1 I / / SFO
SLOPE 150% CHECK -DAM /
i SIDE SLOPES : 3:1 �I ie INSTALL TEMP. SIDE SLOPES: 3:9
j I BOT, MOTH: 6' I -MOTH:
t %` SEDIMENT TUBE BOT. 6'
LINER: SEED & MULCH] ( PERMANENT ( �� I
I �. SFO tN PERMANENT SWALES LINER : SEED & MULCH F 1 ��\ I L Ot/ l ! tJ l
W/EXCELSIOR MATTING �fi�' RAILROAD HECKDAM w1 CONTRACTOR'S BLEND � ( � A� L�� � \
�+, I TYP.OFALL
I ( )
I A I I I L �� L �3 I i PERMANENT ALE ;� I �/ % /
INSTALL TEMP. \
t /
I \ SEDIMENT TUBE Lot I 1 r WITH SIDE SLOPE 3:1, / OP % 1 !
— — IN PERMANENT SWALES — Lit i - RAILROAD TIE ! ( t �
BOT. WIDTH , 6' �t �! " , : SF i
I — • — — • — — • — • — • ) J` LINER: SEED & MULCH / \ --
(TYP. OF ALL) ��� \ / CHECK DAM r t
I / / ✓ `-- - OP OP . W/ EXCELSIOR MATTING ® `
4
PERMANENT �l ( (TYP OF ALL) / / /i
CONVEYANCE SWALE 9B 'A j Lot 26
�
l 1 SLOPE = 1.50% iz
I N I SIDE SLOPES: 3:1
I 1 BOT. MOTH: 6' \ -A ! / — — f — i — — — _ /
LINER:SEED&MULCH I "
U WlEXCELSIOR MATTING 1 �, \ I } ., �Lot 0
1 1 CL \ CL >� ��1 1r7,
OP
- \
- ��� L®
PERMANENT 'A < / I Lot r^�
m � �I ALL PERMANENT SWALES MUST Lot �� s,' � l / v
\ \ CONVEYANCE SWALE 9A -A �r '`� j HAVE MATTING INSTALLED IMMEDIATELY / I tl
\ - SLOPE = 2.00% -A 'A - 1 -A m / UPON CONSTRUCTION - \ i \ Q,� I �; j SF
I I \ 3; SIDE SLOPES: 3:1 'A 'AI '� PERMANENT SWALE ---
l\ I \ SFO `� BOT. WIDTH: 6' I i 'A / n� } -A I 1 / _ �.®t a
\ CONSTRUCT SILT FENCE ra A LINER: SEED MULCH �' / r y�z 1 I WITH SIDE SLOPE 3:1,
I I OUTt£TAS SHOWN ON �\ W1 EXCELSIOR MATTING 'A `A la tip �'� SF ST I BOT. MOTH, 6'
\ INSTALL TEMP. I
LINER: SEED &MULCH
/ I j
'A
\ ,� � ,,� 'A SEDIMENT TUBE � W/EXCELSIOR MATTING I -A�' t �� 1N PERMANENT SWALES A E N
\ ® CONVEYACSWALE NO.
I \ \ (TYP OF ALL) SLOPE @ 0.50%
I / / t
�r `A / A ��2 ' �� �, / j V (TYP. OF ALL) j 1 - t t ST
�� ( SIDE SLOPES: 3:1
V A \ s'A�i ��`� • /� nt / \ ST � / / �� BOT MOTH: 6 All i n r
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\V CL \ +A2.07 Gres, \ --- - - --- ---- - - -- -J�
qq _ _ I s / LINER SEED & MULCH t
L® t�suitable sods area SFO OP �; -_ > _ -- - -- --- - _- - _ - L "� I. ' j S1
I� t �, ___- __ 1 �� ( \ W/EXCELSIOR MATING t� z
'A mot\ \ i
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GYM.: :
REVISIJ.. _ 30 60 12o
DATE:
DESIGNED BY.,
JEH
1
DRAWN BY:
JLF
2
PER NCDEQ COMMENTS DATED NOVEMBER 27, 2019
11128119
3
APPROVED BY:
JEH
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APPROVAL WITH MODIFICATION DECEMBER 12, 2019
12112119
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REVISED ROAD PROFILE GRADE AND SWALE #6
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CIVIL

Vicinity Sketch - Not to scale
1
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CONSTRU(
FINAL PHA
& 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.
PERMANENT✓
CONVEYANCE SWALE 8A �+
SLOPE = 0.50% 1 �� {
SIDE SLOPES: &I �
BOT WIDTH: 6' r .A
LINER: SEED & MULCH] 'A
W/ EXCELSIOR MATTING
SYMBOL PRACTICE DESCRIPTION
NNOWNCONSTRUCTION
LIMITS
A DEFINED AREA THATALL LAND DISTURBANCE WILL OCCUR
DURING CONSTRUCTION.
SEDIMENT TRAP
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
NOTES:
PERMANENT VEGETATION
DS3
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 SATISFACTORY STAND OF
PERENNIAL VEGETATION WHOSE ROOT SYSTEM SHALL BE DEVELOPED
COMMON BERMUDA
210
MARCH 16
SUFFICIENTLY TO SURVIVE DRY PERIODS AND WINTER WEATHER, AND
1
(HULLED)
TO
BE CAPABLE OF RE-ESTABLISHMENT IN THE SPRING. THE PERENNIAL
TALL FESCUE
140
AUG. 31
VEGETATIVE COVER SHALL HAVE A MINIMUM COVERAGE DENSITY OF
70% FOR THE SEEDED AREAS, CONTRACTOR SHALL DETERMINE ALL
RATES OFAPPLICATION NECESSARY TO PRODUCE THE REQUIRED
SEPT. 1
2
COMMON BERMUDA
975
STAND OF GRASS, AND SHALL FOLLOW THE APPLICATION
(UNHULLED)
MARCH 15
PROCEDURES AS SPECIFIED HEREIN.
NOTE:
DEL=236.63' NAV088 i (TYP.OFALL) i
1
CONTRACTOR TO INSTALL PERMANENT VEGETATION IN ALL
ROAD RIWS, DRAINAGE SWALE, OPEN SPACES / EASEMENT
AREAS.
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Dial 811
or call 800-6324949
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INSTALL TEMP.
SEDIMENT TUBE
IN PERMANENT SWAL ES
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i SCALE IN FEET
REVISILF.. __3°......6°......
1
120 1 DATE:
I {Z - -�:'j PER NCDEQ COMMENTS DATED NOVEMBER 27, 2019 1 11128119 1
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ROAD CENTERLINE REVISED PER WETLAND
REVISED ROAD PROFILE GRADE AND SWALE #8
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SHEET:
6
CIVIL

EROSION CONTROL CONSTRUCTION SEQUENCES
NATURE AND PURPOSE OF CONSTRUCTION
PHASE 1- INITIAL
1.
ENSURE ALL APPROVALS HAVE BEEN OBTAINED PRIOR TO ANY LAND DISTURBANCE.
THE PURPOSE OF THIS PROJECT 1S TO PROVIDE ROAD ACCESS FOR RESIDENTIAL DEVELOPMENT
2.
CONDUCT ON -SITE PRE -CONSTRUCTION MEETING WITH THE CONTRACTOR, OWNER, ENGINEER AND CONSTRUCTION
MANAGER TO REVIEW THE PROJECT AND EROSION CONTROL SEQUENCES.
SITE. THE PROJECT WILL INVOLVE CONSTRUCTION OF CONVEYANCE SWALE FOR STORMWATER
DISCHARGE AND WATER SUPPLY CONNECTION. THE SITE WILL BE PREPARED FOR INDIVIDUAL
3.
CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WITHIN AND IMMEDIATELYADJACENT TO THE PROJECTAREA.
RESIDENTIAL HOME CONSTRUCTION ON EACH LOTS.
4.
INSTALL CONSTRUCTION ENTRANCE AT LOCATION SHOWN ON THE PLAN - OFF OF EDGE OF EXISTING PAVEMENT ON
PITTMAN GROVE CHURCH DRIVE.
THE TOTAL DISTURBED AREA IS 18.0 ACRES (FULL -BUILD SITE WORK)
5.
FLAG LIMITS OFALL DISTURBED AREA AS SHOWN ON THE PLANS FOR INSTALLATION OF PERIMETER EROSION CONTROL
DEVICES - SILT FENCE AND SILT FENCE OUTLET WHERE SHOWN.
PERMANENT VEGETATION SHALL BE ESTABLISHED QUICKLY UPON COMPLETION OF THE ROADWAY
GRADING AND INFRASTRUCTURES IN ORDER TO REDUCE THE AMOUNT OF SEDIMENT RUNOFF FROM
6.
INSTALL SILT FENCE OUTLET AS SHOWN ON THE PLANS.
THE SITE.
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
SITE IS NOT IN FLOOD PLAN.
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.
NOTE.
PHASE 2- INTERMEDIATE
1.
CHECK ALL SILT FENCE AND REPAIR AS NECESSARY. ASSURE ANY ERODED AREA ARE
STABILIZED WITH TEMPORARY SEEDING AND MULCH.
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
2.
ROUGH GRADE ROADWAY RIGHT OF WAY AREA.
DEVICES OR STRUCTURES.
IN ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 7 OR 14 CALENDAR DAYS OF COMPLETION OF ANY
3.
INSTALL THE WATER SYSTEM AS SHOWN ON THE PLANS.
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
4.
INSTALL STORM DRAINAGE SYSTEM.
ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR NO MORE THAN 90 CALENDER DAYS (WHICHEVER IS
C
SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION.
5.
INSTALL INLET / OUTLET BMP`S WHERE REQUIRED.
PURSUANT TO G.S. 113A-57(3), PROVISIONS FOR PERMANENT GROUNDCOVER SUFFICIENT TO RESTRAIN 6. CONSTRUCT PERMANENT DRAINAGE SWALES. IMMEDIATELY STABILIZE WITH SEED AND
EROSION MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN 15 CALENDAR DAYS OR 60 CALENDAR MULCH.
DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT. 7. INSTALL PERMANENT SWALE CHECK DAM.
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
rilLo3Cg
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.
lei
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
SEED BED PREPARATION
1. RIP THE ENTIRE AREA TO 6" DEPTH.
2. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE
REASONABLY SMOOTH AND UNIFORM.
3. 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 1N 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
IN LENGTH AND ARE NOT
NO
STEEPER THAN 2:1 14 DAYS
ARE ALLOWED
SLOPES 3:1 OR
14 DAYS
7 DAYS FOR SLOPES GREATER
YES
FLATTER
THAN 50 FEET IN LENGTH
ALL OTHER AREAS
14 DAYS
NONE
WITH SLOPES
(EXCEPT FOR PERIMETER
YES
FLATTER THAN 4:1
AND HQW ZONES)
TYPICAL GROUND COVER STABILIZATION TYPES - GRASS
AND OR SOD, WHEAT STRAW, MULCH, BIODEGRADABLE
STRAW MATTING, SYNTHETIC MATTING, ETC.
EROSION CONTROL MAINTENANCE SCHEDULE
GRADING: PERIODICALLY CHECK ALL GRADED AREAS AND THE SUPPORTING EROSION AND
1ENTATION CONTROL PRACTICES, ESPECIALLYAFTER HEAVY RAINFALLS. PROMPTLY REMOVE ALL
1ENT FROM DIVERSIONS AND OTHER WATER -DISPOSAL PRACTICES. IF WASHOUT OR BREAKS
R, REPAIR THEM IMMEDIATELY. PROMPT MAINTENANCE OF SMALL ERODED AREAS BEFORE THEY
ME SIGNIFICANT GULLIES IS AN ESSENTIAL PART OF AN EFFECTIVE EROSION AND
IENTATION CONTROL PLAN.
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT.MAINTAIN THE GRAVEL PAD IN A CONDITION TO
PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC
TOP DRESSING WITH 2-INCH STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP
SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS
SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.
OUTLET STABILIZATION STRUCTURE: INSPECT RIP RAP OUTLET STRUCTURES AFTER HEAVY RAINS TO
SEE IF ANY EROSION AROUND OR BELOW THE RIP RAP HAS TAKEN PLACE OR IF STONES HAVE BEEN
DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE.
DROP INLET PROTECTION (TEMPORARY). INSPECT THE FABRIC BARRIER AFTER EACH RAIN AND MAKE
REPAIRS AS NEEDED. REMOVE SEDIMENT FROM THE POOL AREA AS NECESSARY TO PROVIDE
ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE
FABRIC DURING SEDIMENT REMOVAL. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN
ADEQUATELY STABILIZED, REMOVE ALL MATERIALS AND ANY UNSTABLE SEDIMENT AND DISPOSE OF
THEM PROPERLY. BRING THE DISTURBED AREA TO THE GRADE OF THE DROP INLET AND SMOOTH AND
COMPACT IT APPROPRIATELY STABILIZE ALL BARE AREAS AROUND THE INLET.
DIMENT FENCE (SILT FENCE): INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH
kINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. REMOVE SEDIMENT DEPOSITS AS NECESSARY
PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE
:NCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT. REMOVE ALL FENCING
ITERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT
-TER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
DUST CONTROL: MAINTAIN DUST CONTROL MEASURES THROUGH DRY WEATHER PERIODS UNTIL ALL
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PRESERVATION AND PROTECTION: REPAIR ANY DAMAGE TO PROTECTED TREE AS FOLLOW
o
SHOULD DAMAGE TO CROWN, TRUNK, OR ROOT SYSTEM OCCUR.
(REFERENCE NCDENR MANUAL, PAGE 6.05.3 AND 6.05.4)
REPAIR ROOTS BY CUTTING OFF THE DAMAGED AREAS AND PAINTING THEM WITH TREE PAINT.
SPREAD PEAT MOSS OR MOIST TOPSOIL OVER EXPOSED ROOTS.
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.
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CUT OFF ALL DAMAGED TREE LIMBS ABOVE THE TREE COLLAR AT THE TRUNK OR MAIN BRANCH.
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Q
HEALTHY AREAS OF THE TREE.
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DESIGNED BY:
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REVISION DESCRIPTION:
DATE:
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DRAWN BY.
JLF
PER NCDEQ COMMENTS DATED NOVEMBER 15,2019
11118119
APPROVED BY
JEH
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SHEET:7.0
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:
..-i'. u,:!N£„'
• 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
I. 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 s. ravel ad and surround with sand bags.
g p g
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.
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
A HIGH COHESIVE & MIN B SANDBAGS (TYP.)
LOW FILTRATION OIGHTAPLES
O O CD SANDBAGS (TYP.) - SOIL BERM A A 10 MIL COHESIVE &
O O OR STAPLES O O EnO PLASTIC LINING LOW FILTRATION
10 MIL < 1:1 SIDE SLOP SOIL BERM
SILT FENCE SI PLASTIC SANDBAGS (TYP.) O / (TYP )
(TYP.)
)SLOP LINING OR STAPLES 0 0 Q / I
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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.
NCGO I GROUND STABILIZATION AND MATERIALS HANDLING
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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.
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.
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,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 7 calendar 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
•
Within 7 calendar 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 7 calendar 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 -INSPECTION, RECORDKEEPING ANDIRFETORTING
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2"--3" COURSE AGGREGATE
@ 6" DEEP MINIMUM WITH
FILTER FABRIC UNDERLINER
C E TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE DETAIL
NOT TO SCALE
12" THICK SEDIMENT
CONTROL STONE
2
Low
STRUCTURAL
1
STRUCTURAL
STONE
19 GUA
CLOTH
TOP OF SILT FENCE
MUST BEAT LEAST 1'
ABOVE TOP OF THE
WASHED STONE.
I I 18" MIN.
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
4' MAX DETAIL
WEIR
�-12" MAX.
NATURAL
GROUND
FILTERED
WATER
FRONT VIEW
INSTALL FILTER FABRIC
UNDER RIP RAP AND GRAVEL
or
SILT FENCE OUTLET DETAIL
% V�NOT TO SCALE
CONSTRUCTION SPECIFICATIONS:
-------------
1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL
VEGETATION, ROOTS, AND OTHER OBJECTIONABLE MATERIAL
AND PROPERLY GRADE IT.
2. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND
DIMENSIONS SHOWN ON THE PLANS, AND SMOOTH IT.
3. PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT
TRAP OR OTHER SUITABLE OUTLET.
4. USE GEOTEXTILE FABRICS BECAUSE THEY IMPROVE
STABILITY OF THE FOUNDATION IN LOCATIONS SUBJECT TO
SEEPAGE OR HIGH WATER TABLE.
MAINTENANCE:
1. MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT
MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE.
THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 2-INCH
STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE
USED TO TRAP SEDIMENT AND CLEAN 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.
1iFA Tli'll►_k
INSPECT DAM AND CHANNELS AT LEAST WEEKLY AND AFTER
EACH SIGNIFICANT (112 INCH OR GREATER) RAINFALL EVENT AND
REPAIR IMMEDIATELY. CLEAN OUT SEDIMENT, STRAW, LIMBS, OR
OTHER DEBRIS THAT COULD CLOG THE CHANNEL WHEN
NEEDED.
ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE DAM
AND EROSION FROM HIGH FLOWS AROUND THE EDGES OF THE
DAM. CORRECT ALL DAMAGE IMMEDIATELY. IF SIGNIFICANT
EROSION OCCURS AROUND DAM, ADDITIONAL MEASURES CAN
BE TAKEN SUCH AS, INSTALLING A PROTECTIVE RIPRAP LINER IN
THAT PORTION OF THE CHANNEL (PRACTICE 6.31, RIPRAP-LINE
AND PAVED CHANNELS).
REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS
NEEDED TO PREVENT DAMAGE TO CHANNEL VEGETATION,
ALLOW THE CHANNEL TO DRAIN THROUGH THE DAM, AND
PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE
DAM.
ADD STONES TO DAM AS NEEDED TO MAINTAIN DESIGN HEIGHT
AND CROSS SECTION.
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
NOTE:
REMOVE SEDIMENT DEEPER THAN 8MAN r
12". REPAIR ANY UNDERMINE 4r
IMMEDIATELY.
CONSTRUCTION SPECIFICATIONS:
CONSTRUCTION:
1. CONSTRUCT THE SEDIMENT BARRIER OF STANDARD
STRENGTH OR EXTRA STRENGTH SYNTHETIC FILTER FABRICS.
2. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES
NOT EXCEED 24 INCHES ABOVE GROUND SURFACE.
3. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS
ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID
JOINTS. WHEN JOINTS ARE NECESSARY, SECURELY FASTEN
THE FILTER CLOTH ONLYAT A SUPPORT POST WITH 4 FEET
MINIMUM OVERLAP TO THE NEXT POST.
4. SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE
MESH FASTENED SECURELY TO THE UPSLOPE SIDE OF THE
POSTS. EXTEND THE WIRE MESH SUPPORT TO THE BOTTOM
OF THE TRENCH. FASTEN THE WIRE REINFORCEMENT, THEN
FABRIC ON THE UPSLOPE SIDE OF THE FENCE POST. WIRE OR
PLASTIC ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE
STRENGTH.
5. WHEN A WIRE MESH SUPPORT FENCE IS USED, SPACE
POSTS A MAXIMUM OF 8 FEET APART. SUPPORT POSTS
SHOULD BE DRIVEN SECURELY INTO THE GROUND A MINIMUM
OF 24 INCHES.
FLOW
TOP VIEW
OF DITCH
SEDIMENT TUBE SPACING
END VIEW OF DITCH
STAKES
PLACED AT
2' MINIMUM
SPACING
SLOPE
MAXIMUM SEDIMENT TUB SPACING
LESS THAN 2%
150-FEET
2%
100-FEET
3%
75-FEET
4%
50-FEET
5%
40-FEET
6%
30-FEET
GREATER THAN 6%
25-FEET
ST SEDIMENT TUBE
SCALE: N.T.S.
STEEL POSTS
8' D.C. WITH WIRE
Z
EXTRA STRENGTH FILTER FABRIC WITH 6 FEET POST SPACING
)ES NOT REQUIRE WIRE MESH SUPPORT FENCE. SECURELY
,STEN THE FILTER FABRIC DIRECTLY TO THE POSTS. WIRE OR
ASTIC ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE
7EXCAVATE A TRENCH APPROXIMATELY 4 INCHES WIDE AND 8
INCHES DEEP ALONG THE PROPOSED LINE OF POSTS AND UPSLOPE
FROM THE BARRIER.
& PLACE 12 INCHES OF THE FABRIC ALONG THE BOTTOM AND SIDE
OF THE TRENCH.
9.' BACKFILL THE TRENCH WITH SOIL PLACED OVER THE FILTER
FABRIC AND COMPACT. THOROUGH COMPACTION OF THE BACKFILL
IS CRITICAL TO SILT FENCE PERFORMANCE.
10. DO NOT ATTACH FILTER FABRIC TO EXISTING TREES.
SF
SILT FENCE DETAIL
NOT TO SCALE
COMP,
7/ AAl Al
MATERIAL:
1. USE SYNTHETIC FILTER FABRIC OF AT LEAST 95% BY WEIGHT OF
POLYOLEFIN OR POLYESTER, WHICH IS CERTIFIED BY THE
MANUFACTURER OR SUPPLIER AS CONFORMING TO THE
REQUIREMENTS IN ASTM D 6461.
2. ENSURE THAT POSTS FOR SEDIMENT FENCES ARE 1.33 LB/LINEAR
FT STEEL WITH A MINIMUM LENGTH OF 4 FEET. MAKE SURE THAT
STEEL POSTS HAVE PROJECTIONS TO FACILITATE FASTENING THE
FABRIC.
3. FOR REINFORCEMENT OF STANDARD STRENGTH FILTER FABRIC,
USE WIRE FENCE WITH A MINIMUM 14 GAUGE AND A MAXIMUM
MESH SPACING OF 6 INCHES.
MAINTENANCE:
1. INSPECT SEDIMENT FENCES AT LEAST ONCE A 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.
■Z�J
TEMPORARY DIVERSIONS
SCALE: N.T.S.
REVISION DESCRIPTION,
PER NCDEQ COMMENTS DATED NOVEMBER 15, 2019
i > PER NCDEQ COMMENTS DATED NOVEMBER 27, 2019
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TO THE OVERFLOW
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MAINTAIN DEPRESSION
TO MINIMIZE CHANCE
OF SKIMMER
STUCK
STEEL POSTS
(QUANTITY VAR.)
COIR BAFFLES
STORAGE ZONE
V FREEBOARD
6" MIN. INVERT ELEVATION
OF EMERGENCY SPILLWAY
Z=5' MAX.
H=2' MIN.
SIDE VIEW
CLASS B STONE PAN
(4'x4'x 1'MIN)
S K SEDIMENT SKIMMER BASIN
SCALE: N.T.S.
BOTTOM OF BASIN -/ FLEXIBLE HOSE
SIDE VIEW
TOP OF DAM
EMERGENCY
SPILLWAY
FLOAT
W--F MIN.
EMBANKMENT
T=1.5' MIN.
EMERGENCY
SPILLWAY
ANTI -SEEP
COLLAR
CONSTRUCTION SPECIFICATION
1. CLEAR, GRUB, AND STRIP AREA UNDER THE EMBANKMENT OF ALL VEGETATION
AND ROOT MAT. REMOVE ALL SURFACE SOIL CONTAINING HIGH AMOUNTS OF
ORGANIC MATTER AND STOCKPILE OR DISPOSE OF IT PROPERLY. HAUL ALL OBJECTIONABLE
MATERIAL TO THE DESIGNATED DISPOSAL AREA. PLACE TEMPORARY SEDIMENT CONTROL
MEASURES BELOW BASIN AS NEEDED.
2. ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF ROOTS, WOODY
VEGETATION, ORGANIC MATTER, AND OTHER OBJECTIONABLE MATERIAL. PLACE THE FILL
1N LIFTS NOT TO EXCEED 9 INCHES, AND MACHINE COMPACT IT. OVER FILL THE
EMBANKMENT 6 INCHES TO ALLOW FOR SETTLEMENT.
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
PROVIDING A LOW SUPPORT UNDER THE SKIMMER OF STONE OR TIMBER.
TEMPORARY SLOPE DRAINS OR DIVERSIONS WITH OUTLET PROTECTION TO DIVERT SEDIMENT
LADEN WATER TO THE UPPER END OF THE POOL AREA TO IMPROVE BASIN TRAP EFFICIENCY
(REFERENCES: RUNOFF CONTROL MEASURES AND OUTLET PROTECTION).
9. EROSION CONTROL - CONSTRUCT THE STRUCTURE SO THAT THE DISTURBED AREA IS
MINIMIZED. DIVERT SURFACE WATER AWAY FROM BARE AREAS. COMPLETE THE EMBANKMENT
BEFORE THE AREA 1S CLEARED. STABILIZE THE EMERGENCY SPILLWAY EMBANKMENT AND ALL
OTHER DISTURBED AREAS ABOVE THE CREST OF THE PRINCIPAL SPILLWAY IMMEDIATELY AFTER
CONSTRUCTION ( REFERENCES: SURFACE STABILIZATION).
10. INSTALL POROUS BAFFLES AS SPECIFIED 1N PRACTICE 6.65
11. AFTER ALL THE SEDIMENT: PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED,
REMOVE THE STRUCTURE AND AIL THE UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND
WITH THE ADJOINING AREAS AND STABILIZE PROPERLY ( REFERENCES: SURFACE STABILIZATION).
I VV/VL/!1 / I Vi v VI /IYI/ LI \ V fVVV VV/L. L w I YV I VVL- I f \L V fVVw VVV. f /lV W/ f Y/../, VI %, V L-L,
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 DENSITY AS THE ADJACENT EMBANKMENT. CARE MUST BE TAKEN NOT TO RAISE THE
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 JOINTAT
REPAIR THE BAFFLES IF THEYARE 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 1S 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 1S 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
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 IN
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
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
n n I
COIR MESH OR SIMILAR, .�
STAPLED OR TRENCHED
INTO BOTTOM OR SIDE SUPPORT POST
24" INTO BOTTOM
OR SIDE (TYP.)
BAFFLE SECTION
Milt C r Ill AiC
5
OUTI
BAFFLE PLAN "w I " I
------ - ----- 15% OF SURFACE AREA
CONSTRUCTION SPECIFICATIONS:
GRADE THE BASIN SO THAT THE BOTTOM IS LEVEL FRONT TO BACKAND 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
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
Q C
L.J I I NOT TO SCALE
GYM.: REVISION DESCRIPTION:
PER NCDEQ COMMENTS DATED NOVEMBER 15, 2019
2 PER NCDEQ COMMENTS DATED NOVEMBER 27, 2019
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DESIGNED BY. JLF
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11118119 DRAWN BY. JLF
11128119 APPROVED BY: JEH
SHEET:
9
CIVIL

246
244
242
240
238
236
234
232
230
228
226
Bin
"Recombination Survey for Terry Long"
CAbinet 4, Slide 4-79, Map 005
Terry Long
:ROSSING SHOWN ARE
IOXIMATE - CONTRACTOR
.L FIELD VERIFY INVERTS
PROVIDE ADEQUATE SEPARATION
EXISTING GRADE
3.0' MIN
DEPTH
PROPOSED GRADE
CL ROAD STA. 6+50.86
1 - FIRE HYDRANT
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"Recombination Survey for
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Kimberly Ann Miller Avine"
3.00 Acres
P.C. 4. St. 4-84, Map 005 /
SCALE IN FEET
W
Lot 11 '`,`�v\ 025 50 100
if
GENERAL UTILITY CONSTRUCTION NOTE: j
1) ALL WORKAND MATERIAL SHALL CONFORM TO HOKE COUNTY SPECIFICATION.
2) THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO
BEGINNING WORK. ANY DAMAGE TO EXISTING CULVERTS, WATERLINES AND OTHER
UTILITIES DURING CONSTRUCTION WILL BE REPAIRED AT THE CONTRACTOR'S
EXPENSE.
3) PIPE SEPARATION: THE FOLLOWING MINIMUM PIPE SEPARATION WILL BE MAINTAINED:
-24 INCHES VERTICAL SEPARATION BETWEEN CROSSING OF SANITARY SEWER
AND STORM SEWERS,
-18 INCHES VERTICAL SEPARATION BETWEEN CROSSING OF WATER MAINS AND
STORM SEWERS OR SANITARY SEWERS (INCLUDING FORCE MAINS),
-10 FEET HORIZONTAL SEPARATION BETWEEN PARALLEL SANITARY SEWERS
(INCLUDING FORCE MAINS) AND WATER MAINS.
IF THESE SEPARATIONS CANNOT BE MAINTAINED (BOTH HORIZONTAL AND/OR VERTICAL)
4N 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
Q AND BE PRESSURED TESTED TO 150 PSI TO ASSURE WATERTIGHTNESS BEFORE
(0 BACKFILLING.
Z4) ALL PVC WATERMAIN SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST
VERSION OF AWWA STANDARDS C605.
�y 5) CONTRACTOR SHALL REFERENCE AWWA FOR DISINFECTION OF WATERMANS PER
!► AWWA STANDARD C651.
6). ALL WATER SERVICE SHALL BE 1" PE UNLESS OTHERWISED NOTED.
2241 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 W
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 0
WATERMAIN PROFILE Q
SCALE: Hoz. 1"=50' Vert. 1" = 5' cc
246 as
244 0
z
242 4x
N 240 Z Z
J
Q EXISTING GRADE 238 O
PROPOSED GRADE
LIJ_ 236 Q
U 234 z O
DEPTH H 232 a O
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CL ROAD STA. 1 1 +15.00 230
1- FIRE HYDRANT
SSEM LY Z
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1 -FIRE HYDRANT 228 W
ASSEMBLY O
1 - "x 8" TEE
226 U
1 - 8" G TE VAL V `W'
s Y
224 C a
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 G
WATERMAIN PROFILE
SCALE: Hoz. 1 "=50' Vert. 1" = 5'
Know what's below
Call before you dig.
® Dial 811
Or Call 800-632-4949
GYM..
REVISION DESCRIPTION:
DATE;
DESIGNED BY;
JEH
DRAWN BY;
JLF
Z
PER NCDEQ & NCDOT COMMENTS DATED NOVEMBER 27, 2019
11128119
3
PER NCDNER WATERMAIN COMMENTS
12104119
APPROVED BY;
JEH
SHEET:
5
10
O
5
ROAD CENTERLINE REVISED PER WETLAND
02/25/20
7
REVISED ROAD PROFILE GRADE AND SWALE #8
03125120
CIVIL

l I i
{
SINGLE WATER
METER (TYP.)
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METER
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WATERMAIN PLAN VIEW: SOUTH
SCALE: 1 "=50'
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METER
(TYP. OF ALL)
GENERAL UTILITY CONSTRUCTION NOTE:
1) ALL WORKAND MATERIAL SHALL CONFORM TO HOKE COUNTY SPECIFICATION.
2) THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO
BEGINNING WORK, ANY DAMAGE TO EXISTING CULVERTS, WATERLINES AND OTHER
UTILITIES DURING CONSTRUCTION WILL BE REPAIRED AT THE CONTRACTOR'S
EXPENSE,
3) PIPE SEPARATION: THE FOLLOWING MINIMUM PIPE SEPARATION WILL BE MAINTAINED:
-24 INCHES VERTICAL SEPARATION BETWEEN CROSSING OF SANITARY SEWER
AND STORM SEWERS,
-18 INCHES VERTICAL SEPARATION BETWEEN CROSSING OF WATER MAINS AND
STORM SEWERS OR SANITARY SEWERS (INCLUDING FORCE MAINS),
-10 FEET HORIZONTAL SEPARATION BETWEEN PARALLEL SANITARY SEWERS
(INCLUDING FORCE MAINS) AND WATER MAINS.
IF THESE SEPARATIONS CANNOT BE MAINTAINED (BOTH HORIZONTAL AND/OR VERTICAL)
OR ANYTIME THE SEWER IS OVER THE WATER MAIN, BOTH WATER AND SEWER MUST
BE DUCTILE IRON PIPE COMPLYING WITH PUBLIC WATER SUPPLY DESIGN STANDARDS
AND BE PRESSURED TESTED TO 150 PSI TO ASSURE WATERTIGHTNESS BEFORE
BACKFILLING.
3. ALL WATER SERVICE SHALL BE 1" PE UNLESS OTHERWISED NOTED.
2" BLOWOFF
ASSEMBLY j' L
IEND WATERLINE /
STA. 3+89.51\ /
Jeo
WATERMAIN PLAN VIEW: NORTH
SCALE: 1"=50' SCALE IN FEET
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234
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232
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230
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228
0
226
226
WATERMAIN
Q
226
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224
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222
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WATERMAIN PROFILE: SOUTH
WATERMAIN PROFILE: NORTH
Q
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SCALE: Hoz. 1"=50' Vert. 1" = 5'
SCALE: Hoz. 1"=50' Vert. 1" = 5'
2_
Know what's below
Call before you dig.
Dial 811
Or Call 800- 632-4949
Emmimm
YM.° REVISION DESCRIPTION:
171
PER NCDNER WATERMAIN COMMENTS
DATE: DESIGNED BY. JEH
DRAWN BY. JLF
12(04/19 APPROVED BY: JEH
SHEET.
11
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
U u U v FIRE HYDRANT, PUMPER NOZZLE
TO BE PERPENDICULAR TO STREET
FLANGE MUST o
BE ABOVE GRADE
181, MIN.
MAX. 6" O _ Q O _ � ABOVE GRADE
#57 STONE
COMPACTED BACKFILL
SURROUND JOINTS
(TAMPED 1N 6" LIFTS)
MIN. 7 CU. FT.
X-6" MIN
COVER
6"DUCTILE
IRON PIPE
�..��
0z
' k 314" THREADED ROD
(2 REQUIRED) - USE
CONCRETE
_ CONC. THRUST BLOCK
THRUST*
�,
SO lb. CONC.
BLOCK (TYP.)
'
BLOCKING
5'
ENCLOSE ENDS WITH 8" BRICK
MASONRY
(SEAL WITH NON -SHRINK GROUT AS
REQUIRED) STEEL
i
DRAINAGE GRAVEL
(10 CU. FT. STONE) SLOPE TO Df?,41N
314 " WEEPHOLE AT
LOW
POINT OF CASING �► wn r►nn►
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 WATER LINE SHALL BE PVC WITH RESTRAINED
JOINTS.
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
E
STEEL ENCASEMENT--
_-= = =-J
'`- CARRIER
RESTRAINED JOINT D.I.P. PIPE
CARRIER MAIN (SEE NOTES
FOR EXCEPTIONS)
CARRIER
PIPE- STEEL ENCASEMENT
STEEL
PIPE
SPACER
318" STEEL
PLATE
CONTINUOUS'�,�'
WELD BOTH - - -
SIDES (TYP.)
„OAP
PIPE STEEL CASING
NOT TO SCALE
END
ELEVATION
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 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
24'5c24'x6" THICK
CONCRETE PAD
CAST IN PLACE
MIN. 2" S9.5B
ASPHALT PAVEMENT
BASE COURSE
~4
CAST IRON
VALVE BOX
GATE
VALVE
VALVE BOX IN PAVEMENT DETAIL
NOT TO SCALE
- CAST IRON LID
EXPANSION METERS TO BE
CONNECTION - INSTALLED B
\V \V \V \V -- -- __--
ANGLED KEY
VALVE INLET
k 1" CTS PACK
JOINT INLET � FLOW
HOKE COUNTY
CHECK VALVE
CAST IRON
METER BOX
PROVIDE 3/4"--5/8" CONNECTION
FOR FUTURE METER
1 " P.E. SERVICE LINE
I" CORPORATION STOP
I
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
HORIZONTAL BEND DEAD END
SIDE EXCAVATIONS
SIDE EXCAVATIONS (TYP.) (TYP.)
Y � _
J ----
CONCRETE
1 SHALL BE KEPT
cl-� ALL BEARING CLEAR OF PIPE -
SURFACES! JOINTS (TYP.)
SHALL BEAGAINST TAPPING SLEEVE AND
TEE UNDISTURBED CROSS VALVE
GROUND (TYP.)
CONCRETE THRUST BLOCK DETAIL
NOT TO SCALE
NOTE.
ALL GATE VALVES SHALL BE PLACED
ON AN 80 LB. BAG OF SACRETE.
VALVE BOX IN GRASS DETAIL
NOT TO SCALE
SQUARE HEAD NUT
(NO WHEEL VALVES)
- PRECAST CONCRETE
PROTECTION -RING
\
SEE VALVE BOX
PAVEMENT
INSTALLATION
5/8" THREADED
RODS (2 EACH SIDE)
VALVE BOX
TAMPED
BACKFILL-
TAMPED
TAMPED
REDUCER _
BACKFILL --►-
? X 2" -\
W
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N
a
0-
SPRINGUNE
BACKFILL LIGHTLY TO 12" ABOVE
PIPE IN 6" LIFTS (95% MAX
DENSITY IN MAX 12" LIFTS FOR
NON -PAVED AREAS.
2 THREADED BRASS
PIPE (36" IN LENGTH)
2 G.V
------ --�i-- - -- - }
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
PERMANENT BLOW -OFF ASSEMBLY
NOT TO SCALE
MIN. EXCAVATED
TRENCH WIDTH
FINAL
PIPE WIDTH + 12" BACKFILL
CONCRETE BLOCKING
MIN.1/3 C.Y. AT 3000 P.S.I.
INITIAL
BACKFILL
LU
p
W
-
- - : PIPE -
W
HAUNCHING
a
�: r
a
BEDDING
- % ° ,
NOTE.__
4" MIN SUITABLE LOOSE
SOIL BEDDING
FROM TRENCH
EXCAVATION
BEDDING SHALL BE SMOOTH TRENCH
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
18'x18'x6" THICK
CONCRETE PAD
CAST IN PLACE
OR PRE -CAST
CAST IRON
VALVE BOX
112"
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 A 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.
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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.
THE CONTRACTOR SHALL HAVE A COMPETENT PERSON ON SITE AT ALL TIMES
Q
DURING EXCAVATION AND BACKFILLING.
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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.
0
3. SEE PLANS FOR MINIMUM COVER.
4. LOOSE SOIL OR SELECT MATERIAL IS DEFINED AS " NATIVE" SOIL EXCAVATED FROM
V
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
CU Z
QUANTITY.
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6. WHERE NATIVE SOIL IS DETERMINED TO BE ADEQUATE BY THE ENGINEER, NO
2 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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PIPE HAUNCHES.
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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
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ADDITIONAL COST TO THE OWNER. THE ENGINEER MAY HAVE COMPACTION TEST
PERFORMED AFTER THE BACKFILL IS COMPLETE. CONTRACTOR SHALL BE
2: O
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
APPROVED BY:
JEH
2 '> PER NCDEQ & NCDOT COMMENTS DATED NOVEMBER 27, 2019 11/28/19
SHEET:
12
5
6 `=
CIVIL

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NCDOT STANDARD NOTES:
1. ALL UTILITY STRUCTURES SHALL BE LOAD RATED FOR THE APPROPRIATE
�I 1 DEAD LOAD PLUS HL-93 LIVE LOAD. SUCH STRUCTURES SHALL BE
e DESIGNATED AND CERTIFIED BYA LICENSED PE OR DESIGNATED AS
0r \ J MEETING NCDOT STANDARD SPECIFICATIONS AND DRAWINGS. (ADD THIS
Yo NOTE IN UTILITY NOTES SECTION OF THE PLANS).
2. ELECTRICAL POWER AND COMMUNICATIONS FACILITIES SHOULD
! TPA 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 WITHA LOCATING
ice-^ TAPE (ADD THIS NOTE IN UTILITY NOTES SECTION OF THE PLANS).
35 234- 'A
SAheastern Construction ofQkfish, LI_C
234 William Malcolm McDhaii, Jt. Tract
D.B. 1221, P . 1��
PIN: 494-Pj5O4 102ti
!. \ CONTRACTOR SHALL INSTALL
\ CLASS A RIP -RAP UNDERLINED WITH -IA
\ \� NON -WOVEN FILTER FABRIC.
HAND PLACE STONE UP TO
t N \ \ TOP OF PIPE AND SLOPE
t TO PREVENT SCOUR AND /
EROSION �(
'A Nallu -A 0or
CLASS A RIP -RAP APRON N u u
t l -AON NON -WOVEN FILTER FABRIC; i O N Q O Q O Q?
�( MIN. 9' LONG, 3.75' WJDE CL
/ - Z Z U p D. 2 Z_ z U CO W?? 2�
\ �l AT PIPE OUTLET, 10.25' WIDE W - Uzi ?
�! \ MAIL CLUSTER BOX UNITS (CBU) ,� -� AT OUTLET END. qE�� 240 PROPOSED 240 TH ADA RAMP. REFERENCE NCDOT
WI�y
EXISTING PLACEMENT OF CBU FIGURE 2: CBU END-1238 GRADE EXISTING 238
DITCH s FOR C&G SECTION RESIDENTIAL LOCAL -A `AInv Out=233.00' / 6x�� GRADE
70' X 10' \ �( AND COLLECTOR STREETS.
%. SITE TRIANGLE �\ 236 236
07Acres 8LF- 18"RCPCL V �.
` \ \ \ unsuitable soils area � @ 1.00% a 234 �� C� 234
Lot197 /L`
INSTALL STOP SIGA Cl-2
N . \ a
PER NCDOT STD. \\ \ CONSTRUCT ADA RAMP Eop = 236.80' 29LF - 18" 16-LF 18" RCP
_ _ FROM EDGE OF PAVEMENT Inv. In = 233.08' 232 232
RCP CL. V � 1.00% CL. V Q 1.00%
Inv Out=233.08' 6x \
BEGtN24"WEDGE - -�� �/ �P�� 1'6LF-18" 230 CL. LV@ 1.00% 230
CURB & GUTTER (i 50' 25' - ,/ M �Q e Yy RCP CL V @ 1.00%
N: 454,304.67 \ — — _ _ _ CONCRETE PAD �'�R TAPER S 228 228
E: 1,967,937.46 FOR CBU ,r w� / / CL. V 11..00%
w +��� 5r54 InvOu
�1 w� s Inv Out =233.52'
r wM wns wu was --- _ Wm v c � // ` . 226 226
BEGIN CL _ W WM WM WM WM WM WM Wm WM WM M ? 2u' STO M
IP 8 DRAIN. ESMT.
-- +00 cr
INTERSECTION RZ 1 �, 224 224
STA. 0+00 EOP ti� �p 50� `g�� ��i 7' os G r 4+50
N:454,325.4s 00 �1� �1�1 0 1+00 ROW 1+50 osed Street 2+50 0 3+50 _ - Cl-3
E: 1,967,961.10 , Eop = 236.80'
222 222
26' lC J�O� HOR: 1 " = 30
HP
EL =239 357 < ^
Inv. In = 233.36
Inv Out =2 .36, 220 ' VERT.' 1 ' = 5
220
R2 /
EO 0+00 0+50
a V
24" WE D AA SIDEWALK 5' WIDE CONC, J
STORM DRAINAGE PROFILE
{ CURB GUTTER �� WIDE CONC. RAMP SIDEWALK i� Lot 4 SCALE: HORIZ. 1 "=30' VERT. 1 "=5'
I N:454, 25.06 EWALK �i _ (TYP.)
{ E: 1,967,915.22 / (TYP.)
1` > - f {=a �_ NOTES: 2
BEGIN 5' WIDE \
{ SIDEWALKAT CURB �- `- �-
1
n , AND GUTTER �`� � � - � �-� "� \\ 1. INSTALL ASPHALT PAVEMENT PER NCDOT REQUIREMENTS, SEE DETAIL ,Z
Lot Lo�t2 Lot 3 1 2. INSTALL 24 " CONCRETE WEDGE CURB & GUTTER PER, SEE DETAIL
70' X 10'
4 SCALE IN FEET
SITE TRIANGLE ROAD NAME PLAN VIEW
J I ) 0 15 30 60
SCALE: 1 "=30'
238
236
234
232
230
228
226
224
PVI ELEV.=239.50'
CREST STA. 1 +46.47
CREST ELEV. 239.35'
75.00' VC --
31.31' K Vat
314.96' SD
EXISTINGI GRADE
rva .ti 1A.=S+W.UU
PVl ELEV.=23713'
SAG STA. 5+88.00
SAG ELEV. 237.19'
— 50.00, VC —
48.83' K-Vat
1000.00, SD
Off y+arim-1
18" L. V RCP
w�p, aMCI ^ cR, CO
tFp 0C]p to o�� to II amp �n� to CD N tt�� Cm " a
Mtri Mt*j t M M M c+�M Mc� Mc', CryGj M M c+'1eM MM
IN
0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50
ROAD NAME PROFILE
SCALE: HORIZ. 1 "=30' VERT. 1 "=5'
ME*
Know what's below
Call before you dig.
Dial 811
Or Call 800-632-4949
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SEAL
03567
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DESIGNED BY: JEH
REVISION DESCRIPTION. DATE:
PER NCDEQ & NCOOT COMMENTS DATED NOVEMBER 27, 2019 11128119 DRAWN BY: JLF
APPROVED BY: JEH
SHEET:
PER NCDOT COMMENTS DATED DECEMBER 27, 2019 01/02/20 I
ROAD CENTERLINE REVISED PER WETLAND OZ25/20 1
3
REVISED ROAD PROFILE GRADE AND SWALE #8 3125120 CIVIL

� Lot 25
�
� Lot 26 r-
10+00
9+50
Lqt 24 L1
6\t---� 2►
\ \
CLASS 'B' RiPRAP 4 CLASS '8' R/PRAP
APRON 6' W X 10' L APRON 6' W X 10' L
24" WEDGE CURB {MTH NON -WOVEN
& GUTTER WITH NON -WOVEN 2(}'STORM FILTER FABRIC
Jw -� FILTER FABRIC DRAIN. ESMT.
Wm Wm Wm Wm Wm
Wm
see Ti-LULD—F,
Wm W,
\ 41+00 1+50 ?2+50 Proposed Street 13+00
30' 56' " "
y Delta Angle 39°3527"
f --
♦ Radius 2 bf� S�'
m� $x00 �$ ' �. Length 158.93 �
Lot 6
Tota! ngant 82.78
Lot 5
4�
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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).
s
^I I
5' WIDE CONCRETE
SIDEWALK
Lot 7,,,,,
CLASS B' RIPR4
APRON 6' W X 10' L
WITH NON -WOVEN
FILTER FABRIC
�— SIDEWALK
UcL
FLUME - SEE DETAIL
20' STORM
DRAINAGE ESMT.
/
' Lot 8
CLASS 'B' RIPRAP
APRON 6' WX 10' L
WITH NON -WOVEN
FILTER FABRIC
i
ROAD NAME PLAN VIEW
SCALE: 1 "=30'
ROAD NAME PROFILE
SCALE: HORIZ. 1 "=30' VERT. 1 "=5'
`O 6 qR
QGa s
Lot 20 a4� r
yr
Delta Angle 44°2749"
Radius 230.00 0
th 178.49 s 0�1 ao?a
Total Tangent 94.01 0
r�R 0'
x x00 R. .W
0
Q�
Lot 9 \ w
233.73
33.97 x�p
STALL STOP SIGN
PER NCOOT STD. x1v ,
R30' 233, g .r r �
/ R.O.W�_.., z
ADA SIDEWALK
RAMP CL INTERSECTION
/ . / STA. 15+80.73 MAIN RD
"233.33 R STA. 1+80.60 ROAD NS
\ / x � N. 453, 788.68
4 / E:117599.97
CA°RO<
SEAL f
left
NOTES:
1. INSTALL ASPHALT PAVEMENT PER NCDOT REQUIREMENTS, SEE DETAIL
2. INSTALL 24"CONCRETE WEDGE CURB & GUTTER PER, SEE DETAIL
Know whets below
Call before you dig.
® Dial 811
Or Call 800-632.4949
Z
SCALE IN FEET
0' 15 30 60
W
244
0
242
cd
240
L
238
Z
236
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234
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DESIGNED BY:
JEH
REVISION DESCRIPTION:
DATE:
DRAWN BY.
JLF
PER NCDEO & NCDOT COMMENTS DATED NOVEMBER 27, 2019
11128119
APPROVED BY:
JEH
SHEET.`
PER NCDOT COMMENTS DATED DECEMBER 27, 2019
01102120
1 —f
ROAD CENTERLINE REVISED PER WETLAND
02125120
REVISED ROAD PROFILE GRADE AND SWALE #s
3125120
CIVIL

CLASS 'B' RIPRAP
APRON 6' W X 10' L
WITH NON -WOVEN
FILTER FABRIC
D)
N
ON
CL CUL-DE-SAC
N: 453,628.38
E. 1,966,516.79 1
PVI STA.=1+15.00
ROAD NAME PLAN VIEW
SCALE: 1 "=30'
ROAD NAME PROFILE
SCALE: HORIZ. 1 "=30' VERT. 1 "=5'
EXISTING GRADE
- PROPOSED GRADE
WITH NON -WOVEN
FILTER FABRIC
CL CUL-DE-SAC
N:453, 957.85
, E: 1,966,687.76
le
�V
N
NCOOT 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).
NOTES:
1. INSTALL ASPHALT PAVEMENT PER NCOOT 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 800-832-4949
(a
SCALE IN FEET
FM
0' 15 30 60
M
O
CL
U
IN
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U)
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L y
1
REVISION DESCRIPTION:
DATE:
DESIGNED BY:
JEH
DRAWN BY:
JLF
2
PER NCDEQ & NCDOT COMMENTS DATED NOVEMBER 27, 2019
11128119
3
APPROVED BY:
JEH
4
SHEET:
5
PER NCOOT COMMENTS DATED DECEMBER 27, 2019
01102120
1
1 5
3
ROAD CENTERLINE REVISED PER WETLAND
02/25/20
7
NCOOT COMMENTS TO ADD RIPRAP AT FLUME OUTLET
3125120
CIVIL

IN
REJECT
CURBING
�Wob
LP STA. 1 +20.65 ,
✓,c LPELEV=231.77
SWALE-SEE
GRADING SHEET SIDEWALK
FLUME -SEE
DETAIL
0
CUL-DE-SAC-SOUTH PLAN VIEW
SCALE: 1 "=30'
- CL STA. 0+67.08
STA. 0+00
?,'BEGIN CUL-DE-SAC
/ 0+50
Proposed Stred
STA. 2+76.14
END CUL-DE-SAC •.
SCALE IN FEET
0. 15 30
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 1MTHA LOCATING
TAPE. (ADD THIS NOTE IN UTILITY NOTES SECTION OF THE PLANS),
STA, 2+76.14
END CUL-DE-SAC
CL STA. 3+04.11 —�
STA. 0+00
BEGIN CUL-DE-SAC
NOTES:
1. INSTALL ASPHALT PAVEMENT PER NCDOT REQUIREMENTS, SEE DETAIL
2, INSTALL 24"CONCRETE WEDGE CURB & GUTTER PER, SEE DETAIL
/— SWALE - SEE
GRADING Sh
SIDEWALK
FLUME -SEE
DETAIL
LP STA. 1+96.90
LP ELEV = 231.82'
STANDARD
CURBING
— L
CURBING
60
,,iNunrurrryttr
0
Q SEAL
67 =
''r��ruur wiol h_
246 PVI STA.=1 20.00 246 246 246
SAG LEV. 31.82'
244 244 244 244
SAG ELEV231.7T
242 242 242 242
240 240 240 + R 240
QM pN UmC+] ^ r. N mi O u 4 J O
238c w } ._ It w 238 238o W EXIST NG GRADE > j S W 238
}• 19w E (STING GRAD r~i� '' W co w w
2364 a v OL a 236 2365 236
> > S Q Q. PROPOSED GRADE n
PROPOSED 3RADE
234 234 234 234
-1.01 % / 0. 8°0 -0.51 1.27%
232 232 232 232 z
230 230 230 230 4c Z
228 228 228 228 ZO
a
226 226 226 226 J U
224 224 224 224
W
>0 0
rn ao r. r. m1. cn co o Z
222N N N cv N r: ty ti �i cv N cV tY tV N 222 221° 94 N 0 cy N cv N N N N c • nj 222 cu
a (1)14
220 220 220 220 30, z
0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+00 2+25 2+50 2+75 3+00 0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+00 2+25 2+50 2+75 3+00
In 'cv o
t , Uj
l
0 V �e
H=1:30 H=1:30 C
G
CUL-DE-SAC-SOUTH EOP PROFILE
SCALE: HORIZ. 1 "=30' VERT. 1 "=5'
CUL-DE-SAC - NORTH EOP PROFILE
SCALE: HORIZ. 1 "=30' VERT. 1 "=5'
Know what's below
# Call before you dig.
® Dial811
Or Call 800-632-4949
9 REVISION DESCRIPTION:
2 PER NCDEQ & NCDOT COMMENTS DATED NOVEMBER 27, 2019
ROAD CENTERLINE REVISED PER WETLAND
NCDOT COMMENTS TO ADD RIPRAP AT FLUME OUTLET
DESIGNED BY: JEH
DATE: —
1128119 DRAWN BY: JLF
APPROVED BY: JEH
SHEET
02/25/20 16
03125120 CIVIL

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
OTHERWSE NOTED ON PLANS.
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 1MTHOUT
PRIOR APPROVAL FROM THE ENGINEER.
11. ALL PROPOSED CONTOURS AND SPOT ELEVATIONS ARE FINISHED SURFACE
GRADE,
12. EXISTING AND PROPOSED CONTOURS ARE AT ONE FOOT INTERVALS.
13, ALL CUT AND FILL SLOPES ARE TO BE 3:1 MAXIMUM GRADE UNLESS OTHERWISE
NOTED ON THE PLANS OR DETAILS.
CA
o�oFEss�o �'y,
Q SEAL
0356
PLO,
5. CURB INLETS AND ALL BOX CONSTRUCTION MUST PER NCDOT SPECIFICATIONS. 14. NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS, TRAFFIC, N O
CONSTRUCTION OF STRUCTURE IS TO MEET NCDOT REQUIREMENTS. M
TRENCHING, OR OTHER LAND DISTURBING ACTIVITY SHALL BE PERMITTED BEYOND (+ry r► U
6. DATA REQUIRED FOR PREPARATION OF RECORD DRAtMNGS SHALL BE OBTAINED LIMITS OF GRADING WITHOUT PRIOR APPROVAL FROM THE OWNER. N M
AND RECORDED BY THE CONTRACTOR AT THE TIME OF INSTALLATION. THE DATA SHALL BE ACCUMULATED BY THE CONTRACTOR DURING THE CONSTRUCTION 15, PROVISIONS SHALL BE MADE TO ENSURE POSITIVE DRAINAGE ON THE SITE AT ALL I� PERIOD AND EVIDENCE PROVIDED TO THE ENGINEER AS PART OF THE MONTHLY TIMES. NATURAL DRAINAGE FEATURES DISTURBED BY CONSTRUCTION MUST BE V N �` •tU (fl
RE-ESTABLISHED. NO PONDING DUE TO SPOILS, STOCKPILING OR OTHER
PAY REQUEST. PAY REQUESTS WILL NOT BE APPROVED BY THE ENGINEER IF THIS U cp C
ACTIVITIES SHALL BE PERMITTED.
DATA IS NOT SUBMITTED WITH THE PAY REQUEST. THE CONTRACTOR IS TO "O Z N •� O
PROVIDE NEATAND LEGIBLE COMPLETED RECORD DRAWINGS TO THE ENGINEER 18. VERTICAL CONTROL BASED ON THE NORTH AMERICAN VERTICAL DATUM, 1988, Q N C
AT THE COMPLETION OF THE PROJECT. 4,, O.
7. ALL DRAINAGE EASEMENTS ARE TO BE CLEARED AND ARE TO REMAIN FREE AND y0 M
CLEAR OF ALL OBSTRUCTIONS AND STRUCTURES. C •� Q�
ca y
8. ALL SIDE LOT SWALES ARE TO REMAIN FREE AND CLEAR OF STRUCTURES AND ! •� C
o (3CL
v_
} N
C �=
i
CONVEYANCE SWALE N0.1 /
SWALE NOTE: BOTTOM OF EACH SWALE } / SLOPE Q 0.77% /
SHALL BE CONSTRUCTED NEAR LEVEL AND SIDE SLOPES: 3:1
TOP OF SLOPE CONSTRUCTED AS SHOWN BOT. MOTH: 6' /
SUCH THAT THE SWALES FILL WITH / LINER: SEED % MULCH
RUNOFF AND SPILL OUT O VER A LEVEL AREA. / W/ EXCELSIOR MATTING /
CONVEYANCE SWALE NO.8b / CONVEYANCE SWALE N0.5 CONVEYANCE SWALE NO.3
2. SLOPE = 1.50%
SIDE SLOPES: BOT. MOTH: \
SLOPE SLOPE @ 1.50% CONVEYANCE SWALE NO.4 PERMANENT SWALE SIDE SLOPES: 3:1 /
� S: 3:1 :
BOT. MOTH: 6' SIDE SLOPES: 3:1 SLOPE G 1.50% WITH SIDE SLOPE 3:1,
BOT, MOTH: 6'SLOPES:/ LINER: SEED & MULCH \
LINER :SEED &MULGH SIDE 3:1 BOT. MOTH, 6'
WI EXCELSIOR MATTING LINER: SEED & MULCH BOT. MOTH: 6' LINER: SEED & MULCH + W/ EXCELSIOR MATTING /
W/ EXCELSIOR MATTING LINER: SEED & MULCH
w/ EXCELSIOR MATTING )
t / W/ EXCELSIOR MATTING / (TYP OF ALL) ' o
I / wooden f nce
— — — — — — — _
'A — — _
1
— — — — —
\ T - - - ----- - - -- - -, _ --- - -
-
T 300 iJ
-A �� f `CONVEYANCE SWALE NO.2 PERMANENT SWALE
n -� SLOPE 1.50% WITH SIDE SLOPE 3:1,
�' �' BOT. WIDTH, 6' '
SIDE SLOPES: 3:1 s2- v
\ 'rt ' BOT. WIDTH : 6' } /
LINER: SEED &MULGH
,i ` LINER: SEED & MULCH -- - _ W/ EXCELSIOR MATTING
W/ EXCELSIOR MATTINGz -- -- I
j �, ( ,t } } 2 f (TYP OF ALL) Lot 18 l
Lot ?9\
t
Lot 25 L4t 24 L%t 23 LZd� oo o
i ,-AM Lot 1 _
j• — • — . — • — • — • — • — • — . — • — • — — • — • — . — . — . — . �� J / PROPOSED '� �% _ CONCRETE SIDEWALK f r '
j f �, FLUME -SEE
DETAI
WATERMAIN d J f
CONVERYANCE SWALE NO.9B / V 1-
!
t' SLOPE @ 1.50% SWALE NOTE. BOTTOM OF EACH SWALE i f / Lot 26
jN � SIDE SLOPES: 3.1 SHALL BE CONSTRUCTED NEAR LEVEL AND
BOT. MOTH: 6' TOP OF SLOPE CONSTRUCTED AS SHOWN 5 I LINER: SEED & MULCH SUCH THAT THE SWALES FILL WITH ` '`` z K ti ti f
W/ EXCELSIOR MATTING RUNOFF AND SPILL OUT OVER A LEVEL AREA..00
^ \ i - J _ _ -- - _ -_-
---. --- -- - --- , -_ : -- - - _ .- - ----- Lot 20 f 4 r
�.
s —19IRL -A CONCRETE SIDEWALK/� is
�n A 'A '� 'A� 'A ' -A`� � / � � �s \ FLUME - S E DETAI } } �\ � �� � � � � � i
,v
i1 ��av Lot�� Lot 8
- CONVEYANCE SWALE NO.88�` Cot 6
' SLOPE�0.50% r / ��/ ) e �
-A �33 � SIDE SLOPES : 11 ��i/� % j ��/ �J ' �j ti
�' \ "A ABOT. MOTH: 6` ��� �� � ) Lot 5 4�1 V Lot �� CONVEYANCE SWALE N 0.6
�i LINER : SEED & MULCH i s - ` // l
r G -���- PERMANENT SWALE -✓ Q�Q�/�i SLOPE @ 0.50%
�\ \ �� �� wf EXCELSIOR MATTIN }
PERMANENT SWALE ` /
WITH SIDE SLOPE 3:1, \ SIDE SLOPES: 3:1
.� /
SOT WIDTH, 6' WITH SIDE SLOPE 3:1, A V''�'
I BOT. MOTH: 6'
e { LINER: SEED &MULCH BOT WIDTH , 6' ! , ; LINER :SEED & MULCH
i % LINER: SEED & MULCH
_ Qua ✓ � �` W/EXCELSIOR MATTING ;; �%' w/ EXCELSIOR MATTING
CONVERYANCE SWALE N0.9A'-�-- � - � / ( ) W1 EXCELSIOR MATTING '
s, ' TYP FALL)
i j�
SLOPE @ 2.00% !� �/� j (TYP OFALL) /' I
r
r.
�L3 .1 n
L R�
� SIDE SLOPES: 3:1 � �
LOt/�'7 2 BOT. MOTH: 6' �-�,s.�,� _ ---- - - - _ _ - -- -_-_-_--- --- _ _ -___ - . ----- _-___ ------ - ---------------------
LINER:-—
S
~EED &MULCH � � <,t _ � , : � ;� � � � -- _ ---- -- - - - ,,a -- - -- _- ` - - - - -- - 2 �a�
i
—— /.;/
` w/ EXCELSIOR MATTING C12 - / REFERENCE SHEET 1 / O n I I
ap cn �� ! i/�
SWALE NOTE; BOTTOM OF EACH SWALE
FOR STORM DRAINAGE SHALL BE CONSTRUCTED NEAR LEVEL AND
PROFILE AND INVERTS ��� REAR �� TOP OF SLOPE CONSTRUCTED AS SHOWN
� ��� �� i �� SUCH THAT THE SWALES FILL WITH
-=-�.--..- TBAC R40'
- BOG RUNOFF AND SPILL OUT OVER A LEVEL AREA.) i
d - - - = �� (TYP.) j
S K
�t
i '
Pro os
j (Pup i RNi� Lot 10 CO VE AN E SWALE N0.1
_ - ,,.r SLOPE @1 1.00%
� _ .. _._- .. .. ,— - � 1 � ;``/ %� . � SIDE SLOPES: 3:1 CONCRETE SIDEWALK N
FLUME - SEE DETAIL BOT MOTH: 6'
1 y I \\
i \ j / 1 LINER :SEED &MULCH
Lot 4
w1 EXCELSIOR MATTING
( Cot `�L t 2 \ } } Q�' V PERMANENT SWALE
LOt ,3 \ �,� �/ WITH SIDE SLOPE 3:1, 1
1� \ ( / } BOT. WIDTH, 6'
Ex. F E ✓ \ I \ ) ��, > Lot 1 1 LINER. SEED & MULCH
HYDRANT \ �U W/EXCELSIOR MATTING
(TYP OF ALL) Q
—_
_ _ s
,
—
r.
_-� - ----- -- _ . - _ --- _ - - --- ---- -- - -- - - -��
MBE gtR Costa -- EX. SOtI TRA LE WaY —
P)---------- • — • — • — • — • — • — • — —
& \ R
El�^a" � ---� aw,s�„e�na ---_ ` `� E,R / , � 's��a, wooden fence �` �� , � U
-0 o
�z
Know what's below
Call before you dig.
® Dial 811
Or Call 800- 632-4949
SCALE /N FEET
0' 30 60 120
LU
_
YM.:
REVISION DESCRIPTION:
DATE:
DESIGNED BY:
JEH
DRAWN BY:
JLF
PER NCDEQ COMMENTS DATED NOVEMBER 27, 2019
11128119
3
APPROVED BY:
JEH
4
SHEET:
5
17
6
ROAD CENTERLINE REVISED PER WETLAND
02125120
%
REVISED ROAD PROFILE GRADE AND SWALE#8
3125120
CIVIL

RVV
50' R.O.W.
WEDGE WEDGE
CURB CURB
10.0' SHOULDER 26' PAVEMENT WIDTH 5' 5.0` SIDEWALK
TSHOULDER WHERE
13.0 � 13.0 APPLICABLE
Cl
---- 3.0% T 3.0% �°
N�
ABC STONE
PAVEMENT SCHEDULE
E1
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.
NOTES:
NOTE.
1. PROVIDE A SMOOTH TRANSITION TO EXISTING PAVEMENT.
2. ALL MATERIAL AND CONSTRUCTION METHODS SHOULD CONFORM TO
THE 2018 EDITION OF THE NCDOT STANDARD SPECIFICATIONS.
ALL SUBGRADE SHALL MEET NCDOT STANDARD MODIFIED PROCTOR DENSITY
3. IF WET SOIL CONDITIONS ARE ENCOUNTER, CONTRACTOR SHALL UNDERCUT AND
REPLACE WITH STRUCTURAL FILL AND / OR USE OF STRUCTURAL FABRIC.
WHERE REQUIRED BY GEOTECHNICAL ENGINEER.
1011
TYPICAL LOCAL RESIDENTIAL ROAD CROSS SECTION
NOT TO SCALE
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.
RAD
p.•d'�� p'.-d'+• p'.-d •.. •0: d p :d.' p O'•• 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 1" DEEP GROOVED OR
SAWN JOINT WITH JOINT
BUILDING, f SEALING COMPOUND
WALL, ETC. !/1/ 1/8" RAD 1/8" RAD
�� p 4.•' p d P:•d p.•�' p.-d n d a a a.
p 0 p d p d' / O •,p d p d p d p d'•
PROPOSED
CONCRETE PROP. C&G P'.. • v .- ' v o .•
SIDEWALK CONC. PAVEMENT
DETAILS SHOWING JOINTS IN CONCRETE SIDEWALK
CONCRETE SIDEWALK DETAIL
NOT TO SCALE
Q
LLJQH
z
a H
F—
co F- 0
a0cn<
a. H
/ 0 0
cc
0
Ll.
0
Z
Q W
o
a co1-4
cc
Q ~
� W
C
QZ
C
10
cc
L
24"
- ALL WORKAND MATERIALS SHALL
COMPLY WITH NCDOT SECTION 846
24" CONCRETE WEDGE
CURB AND GUTTER DETAIL
NOT TO SCALE
:
SECTION ''D-D
CONCRETE PAVED DITCH
4'-0" BASE^f
SECTION 'C-C
CONCRETE PAVED DITCH
6" CONCRETE RISER
ON FLUME
4'-0 BASE _
ni
SECTION B -B
mCONCRETE PAVED DITCH
CONCRETE FLUME
i
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 $46, CONCRETE FLUME COVER (TO BE CONSTRUCTED UNDER
SIDEWALK SPECIFICATIONS) SECTION 848, CONCRETE PAVED DITCH- SECTION B50.
PROJECT REFERENCE NO, I S m NO.
1 MSI d OPQ ��,U EKE JM,�c.
ON
i ......i.. ... .. .... ...
D.......... ,....................... Do
CONCRETE PAVED DITCNi
.. _....: ....... ..... ........... ... ^ ,
6" CONCRETE RISER
ON FLUME
B �... 5 g r
k3 BARS @ 8" CTRS. ..
0.376 lbsfft.
(est.32 1bS.)--''J� i ` 5' CONCRETE -j y i �/ z'
. € 4' 8 SIDEWALK
'S' CONCRETE ! !' j ate. / GQ•PS _`'1•� '' of
. SIDEWALK I E� w , / ✓
� GRASS BERM GRASS BERM
2'-6" CURB AND GUTTER /
PERSPECTIVE
A`._....: V i
PLAN
..._____ T22._O..^J-6" CONCRETE RISER
ON FLUME
21
N 1 `
k3 8ARS
e"
/ q
CURB &GUTTER
! J /
...........
,p21 --CONCRETE FLUME
7
�
SLOPE
1--5' CONCRETE SIDEWALK
SEE_ PROVISIONS FOR PAYMENT
��� '�"-
1.1 cubic yards p--CONCgET
ELEVATION
6 � o
N
_SECTION A -A
CONCRETE SIDEWALK .FLUME
NOT TO SCALE
.PSN `CAkp"s
2��pE4S5 JC,� ?'$�
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: oa-2712
MODIFIED BY: ....................... L ............... I" DATE: _
CHECKED BY: —DATE: ..................................
Z
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Q -0O
cu Z
W
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Q
PER NCDEQ & NCDOT COMMENTS DATED NOVEMBER 27, 2019
11128119
DESIGNED BY.
JEH
YM.:
REVISION DESCRIPTION:
DATE.
DRAWN BY:
JLF
f(2
111128lig
>
PER NCDEQ & NCDOT COMMENTS DATED NOVEMBER 27, 2019
APPROVED BY.
JEH
SHEET:
(4 �
18
i6
CIVIL

0
0
N
x
0
0
N
Y
uj
Q
ti,
Lu
7.5'
- - 7.5'
4.5'
3.0' 3.0' }
Z�%
NOTE.
U.1
w
Side Slopes
1
31 or Less,
4.5'
Swale Slopes
s Clow to
3
Zero s Drainage
1-�
5
Will Permit; <
1
W51, V
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
4 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
TO 1 :4Q''R
70P DIAMETER OF NO LESS
o THAN 50% TO NO MORE
ICJ @ THAN 65% OF THE BASE
DIAMETER
:._.TO ..._ 0.65" or 1. 6" .TO
1 4
y 1.
-', a
c. o
DETECTABLE WARNING DOMES
W
A
W^A+9"
X
B
S'-
0,0'
5.8'
5.8,
5,01•
6'
0.0'
6.8'
6.8"
6. W * *
7'
0.0'
7.8'
7.3'
6.5' * *
8
0.0`
8.8'
7.3'
6.5'**
5
2. 0'
7.V
7.8'
5.0'
5'
2,5'
8.3'
8.1'
4, 8'
5
3.0'
8. 8'
B. $
4. 4'
5.
3.5'
9:3'
8 4'
4.4'
5
4.0'
9.6`
86
3.8'
5'
4.5'
10.3'
5'
5.0'
10.8'
8 = X-(At9")
B DISTANCE FROM FRONT EDGE OF SIDEWALK
TO BACK POINT OF 12t1 (8.33`k) 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" 4' _ ' MIN. TOP OF
ELEVATION; �ANSITION O TRANSITTION URB
/_.. CURB ,
3
VARIABLE. SLOPES NOT
TO EXCEED 10:1
SECTION A -A
SIDEWALK
ci
NT
LL
c
NOTE: A PORTION
OF ONE OR BOTH RAMPS
MAY EXTEND OUTSIDE THE RETURN.
Z
__._
"'- - _
EXPANSION JOINT
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DUAL RAMPS
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1.
CONSTRUCT THE RAMP SURFACE TO BE STABLE, FIRM, AND SLIP RESISTANT. CONSTRUCT THE CURB RAMP TYPE AS SHOWN IN THE PAVEMENT MARKING
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PLANS OR AS DIRECTED BY THE ENGINEER,
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LOCATE CURB RAMPS AND PLACE PEDESTRIAN CROSSWALK MARKINGS AS SHOWN IN THE PAVEMENT MARKING PLANS. WHEN FIELD ADJUSTMENTS REQUIRE
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MOVING CURB RAMPS OR MARKINGS AS SHOWN, CONTACT THE SIGNING AND DELINEATION UNIT OR LOCATE AS DIRECTED BY THE ENGINEER.
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COORDINATE THE CURB RAMP AND THE PEDESTRIAN CROSSWALK MARKINGS SO A 4'x4' CLEAR SPACE AT THE BASE OF THE CURB RAMP WILL FALL
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SET BACK DISTANCE FROM INSIDE CROSSWALK MARKING TO NEAREST EDGE OF TRAVEL LANE I'S 4' MINIMUM.
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REFER TO THE PAVEMENT MARKING PLANS FOR STOP BAR LOCATIONS AT SIGNALIZED INTERSECTIONS. IF A PAVEMENT MARKING PLAN IS NOT
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PROVIDED, CONTACT THE SIGNAL DESIGN SECTION FOR THE STOP BAR LOCATIONS OR LOCATE AS DIRECTED BY THE ENGINEER.
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TERMINATE PARKING A MINIMUM OF 20' BACK OF A PEDESTRIAN CROSSWALK.
7.
CONSTRUCT CURB RAMPS A MINIMUM OF 4' WIDE.
8.
CONSTRUCT THE RUNNING SLOPE OF THE RAMP 8.33% MAXIMUM.
9.
ALLOWABLE CROSS SLOPE ON SIDEWALKS AND CURB RAMPS WILL BE 2% MAXIMUM.
10.
CONSTRUCT THE SIDE FLARE SLOPE A MAXIMUM OF 10% MEASURED ALONG THE CURB LINE,
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11.
CONSTRUCT THE COUNTER SLOPE OF THE GUTTER OR STREET AT THE BASE OF THE CURB RAMP A MAXIMUM OF 5% AND MAINTAIN A
SMOOTH TRANSITION.
12.
CONSTRUCT LANDINGS FOR SIDEWALK A MINIMUM OF 4'x4' WITH A MAXIMUM SLOPE OF 296 IN ANY DIRECTION. CONSTRUCT LANDINGS FOR
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MEDIAN ISLANDS A MINIMUM OF 5'x5' WITH A MAXIMUM SLOPE OF 20 IN ANY DIRECTION.
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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
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TO PROVIDE PASSAGE OVER OR THROUGHT THE ISLAND.
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SMALL CHANNELIZATION ISLANDS THAT CAN NOT PROVIDE A 5'X5' LANDING AT THE TOP OF A RAMPS, WILL BE CUT THROUGH LEVEL WITH
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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
IS PLANTING OR OTHER NON -WALKING SURFACE OR THE SIDE APPROACH IS SUBSTANTIALLY OBSTRUCTED.
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16.
PLACE A 1,," EXPANSION JOINT WHERE THE CONCRETE CURB RAMP JOINS THE CURB AS SHOWN IN ROADWAY STANDARD DRAWING 848.01
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PLACE ALL PEDESTRIAN PUSH BUTTON ACTUATORS AND CROSSING SIGNALS AS SHOWN IN THE PLANS OR AS SHOWN IN THE MUTCD.
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18.
CURB RAMPS THROUGH MEDIAN ISLANDS, SINGLE RAMPS AT DUAL CROSSWALKS OR LIMITED R/W SITUATIONS, WILL BE HANDLED BY SPECIAL DETAILS.
CONTACT THE CONTRACT STANDARDS AND DEVELOPMENT UNIT FOR THE DETAILS OR FOR A SPECIAL DESIGN.
NCDOT CURB RAMP DETAIL
NOT TO SCALE
CONVEYANCE SWALE
SCALE: N.T.S.
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
WITH A MAXIMUM BOTTOM WIDTH OF SIX FEET.`
SIDE SLOPES STABILIZED WITH VEGETATIVE COVER
SHALL BE NO STEEPER THE 3:1 (HORZ TO
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Check -dam
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(Increases Infiltration)
3. LONGITUDINAL SWALE SLOPE SHALL BE EXCEED
SEVEN PERCENT
4. GRASS SPECIFICATION:
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4.1. NON -CLUMPING AND DEEP ROOTED
4.2. ABLE TO WITHSTAND A VELOCITY OF FOUR FEET
GEOTEXTILE
NON -WOVEN FABRIC
PIPE JOINT
�¢£
PER SECOND
W/ V MIN. OVERLAP
4.3. MANAGED AT AN AVERAGE OF SIX INCHES
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4.4. NOT BE CUT LOWER THAN FOUR INCHES.
TOUNGE &
Stuns Prevents
GROOVE
Downstream Scour
NOTES - MAINTENANCE
JOINTS
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
SIDEWALK
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DETAIL SHOWING
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CURB RAMPS
PEDESTRIAN CROSSWALKS
AND STOP LINES FOR
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DETAIL SHOWING TYPICAL LOCATION OF CURB
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PEDESTRIAN CROSSWALKS AND STOP LINES
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PROPOSED CURB RAMP W/ LANDING
FOR PROPOSED
PROPOSED OR FUTURE SIDEWALK
CURB RAMP
ALLOWABLE LOCATIONS
DUAL RAMP RADII ........... ANY
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MASTIC SEAL
SECTION 'A" -"A"
PIPE JOINT
SCALE. N.T,S.
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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
iE BEDDING
REINFORCED CONCRETE PIPE BEDDING
SCALE: N. TS.
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11128119
APPROVED BY
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PER NCDOT COMMENT DATED DECEMBER 27, 2019
01103120
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FRAME AND GRATE & HOOD
PER NCDOT STD. 840.03
EDGE OF PAVEMENT
ELEVATION FOR CURB
INLETS
�— PAVEMENT
ALL STEPS IN MANHOLES ARE
COPOLYMER POLYPROPYLENE
PLASTIC, REINFORCED WITH 112"
GRADE 60 REINFORCEMENT
MANHOLE STEPS @ 16" O.C. IF
DEPTH 1S MORE THAN 3'-0"
- 8" SOLID CONCRETE BRICK
OR PRECAST CONCRETE BOX
STORM DRAIN LINE
3000 PSI CONCRETE
FOUNDATION
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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
%g" RADIUS j
GRASS MEDIAN OR !It{ 3a" RADIUS
CONCRETE ISLAND o�
2, - 6„
B C STD. 840.03 FRAME, GRATE AND HOOD H
Q 74" RADIUS �1/g" RADIUS
A EXPANSION JOINT EXPANSION JOINT >
SECTION - AA
A 101.011 L^B 3, 11/2„ 101_011
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RADIUS
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ELEVATION OPPg6 gP52>S o �+-
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12" RADIUS
3" RADIUS 1�„ RADIUS , � Q
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RISER HT.
VARIES -
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WHERE 30" TO 36" PIPE IS USED
RISER HT.
VARIES
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WHERE 42" TO 54" PIPE IS USED
DETAIL _SHOWING_, METHOD
OF RISER_ CONSTRUCTION
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SECTION x-x
GENERAL 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
8'-0t' TO 16'-0' IN HEIGHT USE 8" WALLS AND BOTTOM SLAB. ADJUST
OUANTITIES ACCORDINGLY.
CONSTRUCT WITH PIPE CROWNS MATCHING.
CHAMFER ALL EXPOSED CORNERS 1".
DRAWING NOT TO SCALE.
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WHERE 30" TO 36" PIPE IS USED
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WHERE 42" TO 54" PIPE IS USED
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SECTION R-R DOWEL
PLAN
CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES
TOP
USE ON FLAT ELEV. EXPANSION JOINT
GRADES 2% AND UNDER
„1 -� I I DEPRESSED GUTTER LINE
EXPANSION JOINT
ELEVATION
NORMAL CURB AND GUTTER ON LIGHT :GRADES
NORMAL GUTTER LINE
EXPANSION JOINT
all
TOP
USE ON G#SD2%- ELEV.
DEPRESSED GUTTER LINE
Or,EXPANSION. JOINT 1 0MAX,
ELEVATION
NORMAL CURB AND GUTTER ON STEEP GRADES
MINIMUM DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH BASIN(BASEOON MIN. HEIGRT R WITH NO RISER)
DIMENSIONS OF
BOX. AND PIPE
COVER
DIMENSION
CU. YDS. CONC. IN 80X
DEDUCTIONS
ONE. PIPE
PIPE
SPAN
WIDTH
WIDTH
SPAN:
MIN. HEIGHT
BARS-U
No. LENGTH
BARS-V
NO.. LENGTH
BARS
--NO LENGTH
TOTAL
LB$.
TOP
SLAB
BOTTOM
SLAB
TOT. WNC.
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D
A
B
C.
G
H
E
F
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3'-0"
2'-2"
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2'-9"
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--
--
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0.235
0.772
0.015
10,026
3 0'
2'•2"
3,11
0.235
0.829
0A23
0.036
3 D
2'-2"
3•3'
0.2 35.
0:887
0.033
0.049-
24"
3 Or
2'-2
3 8"
0.235
i,00i
0.059
0.085
30"
3 0'
2'-2
3'-4",
4'-3'
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410,•
4
i'_511
2
T, 9"
3
3'-11,
39
0.123
0.321
1.433
0.092
0.127
36"
3 O.
2,_ 2
1 "
3 0
4 -9"
7 B"
4 "
0
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7 -. 1"
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3 '-9"
3
3', 1'
43
0..16 1
0. 358
1 .774
O.YT2
0.178
42"
3 0 `
2`•2"
4`-5"
5 -3"
i -5"
3 -2"
4
1 •8"
2
2'-ti"
3
2 11"
32.
0.112
0.378
i .738
0.180
-0,243
4
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4
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3
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3
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S
2,_11"
NCDOT CATCH BASIN DETAIL,
NOT TO SCALE
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NOTE: USE TYPE „E„ „F" AND "G" GRATE �3� CD
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UNLESS OTHERWISE NOTED.
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EDGE OF WALL TO ALLOW
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WALL SECTION
SECTION - BB T T
SECTION - PP SECTION - NN
PLAN 4'
FRAME,GRATE, & HOOD ASS'Y r� N CC 13
LL O Q
6„ 2, O„ 6„ O = m
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SECTION - JJ W
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6„ 6„ 1 %2„ 6„� 2, O„!, 3 7 %2"
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3/2r` 3'-0" 3/2„ 3/ �3 /„
SECTION - KK -��' , ' 6 `
1/2
F 2
HOOD.._ELE ATION SECTION - RR S840.o03
DETAIL SHOWING TYPES OF GRATES
USE ACCORDING TO WATER FLOW.
TYPE "G„ fiYPE "E" TYPE „F„
-■- WATER FLOW --}- SAG -•- WATER FLOW -K -
---------------------
- *- WATER FLOW -' SAG - WATER FLOW --
VIIA
TYRE 'IF" TYPE "E" TYPE "G"
RAISED FLOW ARROW 23 1 _
/6" HIGH �---
QLiSIf j l2 rr
1 2" 131 r
4
2'-113/4"
1211/2
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13/� " SECTION A -A
TYPE - F
4 0-35 0. 235 0.37?
35 0.1 5 2 2.052.
41 - 0.180 D:38S 2:387 0.297. 0.407
* RISER HAS .228 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT
23/4 r,
1F
19
1/211
13-/ rr
SECTION B-B
In 21 flu
SECTION A -A
TYPE -E
RAISED FLOW ARROW
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NOT TO SCALE NOT TO SCALE
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REVISION DESCRIPTION:
DATE:
DRAWN BY.
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PER NCDEQ & NCDOT COMMENTS DATED NOVEMBER 27, 2019
11128119
APPROVED BY.
JEH
N
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SHEET:
14
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PER NCDOT COMMENT DATED DECEMBER 27, 2019
01103120
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CIVIL

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rvey� for Scottie S, Godwin andit
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2.0 Acres
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