20170445 Ver 1_Design/Maps/Site Plans_20170414

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VICINITY MAP
INDEX OF SHEETS
SHEET NO. SHEET NAME
NOT TO SCALE
CLEARWATER CREEK SUBDIVISION
ORIGINAL DATE REVISED DATE
C0.0
COVER
12/08/2016
C1.0
EXISTING CONDITIONS & DEMOLITION PLAN
12/08/2016
C2.0
OVERALL SITE PLAN
12/08/2016
C2.1
SITE PLAN - SHEET 1 OF 4
12/08/2016
C2.2
SITE PLAN - SHEET 2 OF 4
12/08/2016
C2.3
SITE PLAN - SHEET 3 OF 4
12/08/2016
C2.4
SITE PLAN - SHEET 4 OF 4
12/08/2016
C3.0
OVERALL GRADING PLAN
12/08/2016
C3.1
GRADING PLAN - SHEET 1 OF 4
12/08/2016
C3.2
GRADING PLAN - SHEET 2 OF 4
12/08/2016
C3.3
GRADING PLAN - SHEET 3 OF 4
12/08/2016
C3.4
GRADING PLAN - SHEET 4 OF 4
12/08/2016
C3.5
STORM DRAINAGE PROFILE - SYSTEM A - SHEET 1 OF 10
12/08/2016
C3.6
STORM DRAINAGE PROFILE - SYSTEM A - SHEET 2 OF 10
12/08/2016
C3.7
STORM DRAINAGE PROFILE - SYSTEM A - SHEET 3 OF 10
12/08/2016
C3.8
STORM DRAINAGE PROFILE - SYSTEM A - SHEET 4 OF 10
12/08/2016
C3.9
STORM DRAINAGE PROFILE - SYSTEM A - SHEET 5 OF 10
12/08/2016
C3.10
STORM DRAINAGE PROFILE - SYSTEM A - SHEET 6 OF 10
12/08/2016
C3.11
STORM DRAINAGE PROFILE - SYSTEM A - SHEET 7 OF 10
12/08/2016
C3.12
STORM DRAINAGE PROFILE - SYSTEM A - SHEET 8 OF 10
12/08/2016
C3.13
STORM DRAINAGE PROFILE - SYSTEM A - SHEET 9 OF 10
12/08/2016
C3.14
STORM DRAINAGE PROFILE - SYSTEM A - SHEET 10 OF 10
12/08/2016
C3.15
STORM DRAINAGE PROFILE - SYSTEM B - SHEET 1 OF 5
12/08/2016
C3.16
STORM DRAINAGE PROFILE - SYSTEM B - SHEET 2 OF 5
12/08/2016
C3.17
STORM DRAINAGE PROFILE - SYSTEM B - SHEET 3 OF 5
12/08/2016
C3.18
STORM DRAINAGE PROFILE - SYSTEM B - SHEET 4 OF 5
12/08/2016
C3.19
STORM DRAINAGE PROFILE - SYSTEM B - SHEET 5 OF 5
12/08/2016
C3.20
STORM DRAINAGE PROFILE - SYSTEM C - SHEET 1 OF 1
12/08/2016
C3.21
STORMWATER BMP PLAN - SHEET 1 OF 2
12/08/2016
C3.22
STORMWATER BMP PLAN - SHEET 2 OF 2
12/08/2016
C4.0
ROAD A PLAN & PROFILE
12/08/2016
C4.1
ROAD B PLAN & PROFILE - SHEET 1 OF 2
12/08/2016
C4.2
ROAD B PLAN & PROFILE - SHEET 2 OF 2
12/08/2016
C4.3
ROAD C PLAN & PROFILE - SHEET 1 OF 2
12/08/2016
C4.4
ROAD C PLAN & PROFILE - SHEET 2 OF 2
12/08/2016
C4.5
ROAD D PLAN & PROFILE
12/08/2016
C5.0
OVERALL EROSION CONTROL PHASE 1 - PHASE 1
12/08/2016
C5.1
EROSION CONTROL PHASE 1 - PHASE 1 - SHEET 1 OF 3
12/08/2016
C5.2
EROSION CONTROL PHASE 1 - PHASE 1 - SHEET 2 OF 3
12/08/2016
C5.3
EROSION CONTROL PHASE 1 - PHASE 1 - SHEET 3 OF 3
12/08/2016
C5.4
OVERALL EROSION CONTROL PHASE 2 - PHASE 1
12/08/2016
C5.5
EROSION CONTROL PHASE 2 - PHASE 1 - SHEET 1 OF 3
12/08/2016
C5.6
EROSION CONTROL PHASE 2 - PHASE 1 - SHEET 2 OF 3
12/08/2016
C5.7
EROSION CONTROL PHASE 2 - PHASE 1 - SHEET 3 OF 3
12/08/2016
C5.8
OVERALL EROSION CONTROL PHASE 1 - PHASE 2
12/08/2016
C5.9
EROSION CONTROL PHASE 1 - PHASE 2 - SHEET 1 OF 2
12/08/2016
C5.10
EROSION CONTROL PHASE 1 - PHASE 2 - SHEET 2 OF 2
12/08/2016
C5.11
OVERALL EROSION CONTROL PHASE 2 - PHASE 2
12/08/2016
C5.12
EROSION CONTROL PHASE 2 - PHASE 2 - SHEET 1 OF 2
12/08/2016
C5.13
EROSION CONTROL PHASE 2 - PHASE 2 - SHEET 2 OF 2
12/08/2016
C5.14
EROSION CONTROL DETAILS - SHEET 1 OF 3
12/08/2016
C5.15
EROSION CONTROL DETAILS - SHEET 2 OF 3
12/08/2016
C5.16
EROSION CONTROL DETAILS - SHEET 3 OF 3
12/08/2016
C6.0
SITE DETAILS - SHEET 1 OF 3
12/08/2016
C6.1
SITE DETAILS - SHEET 2 OF 3
12/08/2016
C6.2
SITE DETAILS - SHEET 3 OF 3
12/08/2016
L1.0
LANDSCAPE PLAN
12/08/2016
WS1.0
OVERALL WATER AND SEWER PLAN
12/08/2016
WS1.1
WATER SEWER PLAN - SHEET 1 OF 6
12/08/2016
WS1.2
WATER SEWER PLAN - SHEET 2 OF 6
12/08/2016
WS1.3
WATER SEWER PLAN - SHEET 3 OF 6
12/08/2016
WS1.4
WATER SEWER PLAN - SHEET 4 OF 6
12/08/2016
WS1.5
WATER SEWER PLAN - SHEET 5 OF 6
12/08/2016
WS1.6
WATER SEWER PLAN - SHEET 6 OF 6
12/08/2016
WS2.0
WS2.1
WS2.2
WS2.3
WS2.4
WS2.5
WS2.6
WS2.7
WS2.8
WS2.9
YOUNGSVILLE TOWNSHIP
FRANKLIN COUNTY, NORTH CAROLINA
WATER SEWER PLAN AND PROFILE - SHEET 1 OF 8 12/08/2016
WATER SEWER PLAN AND PROFILE - SHEET 2 OF 8 12/08/2016
WATER SEWER PLAN AND PROFILE - SHEET 3 OF 8 12/08/2016
WATER SEWER PLAN AND PROFILE - SHEET 4 OF 8 12/08/2016
WATER SEWER PLAN AND PROFILE - SHEET 5 OF 8 12/08/2016
WATER SEWER PLAN AND PROFILE - SHEET 6 OF 8 12/08/2016
WATER SEWER PLAN AND PROFILE - SHEET 7 OF 8 12/08/2016
WATER SEWER PLAN AND PROFILE - SHEET 8 OF 8 12/08/2016
WATER AND SEWER DETAILS - SHEET 1 OF 2 12/08/2016
WATER AND SEWER DETAILS - SHEET 2 OF 2 12/08/2016
7 �
WHISPERING PINES 92
SUBDIVISION
91
(APPROVED)
90
/ 89
/ 88
/\ 87 /
65
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/ 66
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67
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61
60
59
24 25
71 Q / 4Z 58 �
80
72 / 57
79 73 /
1
/ 56 3
78 12
74 55
77 -d# ..
76 CLEARWATER CREEK
75 SUBDIVISION
44.19 ACRES
97 LOTS
51 43 I 44
\\ \ \ 50
THIS SET IS CURRENT T
22
21
20
19
18
17
16
15
14
CEDAR CREE
SR K ROAD
19D
11 / 10 I 9 I 8 17
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/ ( This drawing and/or the design shown are the property of o
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action. ESP Associates, P.A.
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FOREST CITY
SUBDIVISION
(APPROVED)
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27
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29
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FOREST CITY
/ SUBDIVISION
POND I �
HROUGH SHEET DATE 12/08/16
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ENGINEERING FIRM:
ADDRESS:
PHONE:
FAX:
CONTACT:
OWNER:
ADDRESS:
PHONE:
FAX:
CONTACT:
OWNER:
FAX:
CONTACT:
REVIEW AGENCY:
ADDRESS:
PHONE:
ESP ASSOCIATES, P.A.
5121 KINGDOM WAY, SUITE 208
RALEIGH, NC 27607
[phone]
[phone]
SALMAN MOAZZAM, PE
CEDAR CREEK FRANKLINTON ONE, LLC.
113 EDINBURGH SOUTH DRIVE, SUITE 100
CARY, NC 27511
[phone]
[phone]
RUSTY ANGE
CEDAR CREEK FRANKLINTON ONE, LLC.
113 EDINBURGH SOUTH DRIVE, SUITE 100.
CARY, NC 27511
[phone]
[phone]
RUSTY ANGE
FRANKLIN COUNTY
215 EAST NASH STREET
LOUISBURG, NC 27549
[phone]
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C-0587
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PROJECT INFORMATION
PROJECT MANAGER: SM
DESIGNED BY: SLH
GRAPHIC SCALE , DRAWN BY: KM
® PROJECT NUMBER: DU16.400
200' 0 100' 200' 400' 800'
ORIGINAL DATE: 12/08/2016
( IN FEET) Know what's below. SHEET:
1 inch = 200 ft. Call before you dig. C0.0

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N, S&SEC // /V/�///)) — / DEVELOPMENT 1.42 ACRES
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TRACT 2 B.M. 2013, PG. 5
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LEGEND
EXIST. FEMA 100 YEAR FLOODPLAIN
EXIST. WETLANDS
TAR PAMLICO 50' BUFFER
EXIST. MAJOR CONTOUR
EXIST. MINOR CONTOUR
EXIST. STORM DRAINAGE
EXIST. WATER LINE
EXIST. SANITARY SEWER
EXIST. OVERHEAD POWER LINE
EXIST. TREE LINE
PROP TREE AREA TO BE REMOVED
EXIST. SIGN EASEMENT
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EXISTING CONDITIONS NOTES
1. THIS DRAWING IS NOT INTENDED TO BE A BOUNDARY SURVEY.
2. BOUNDARY LINE INFORMATION (AND ADJOINING PROPERTY BOUNDARIES) TAKEN FROM
FC WAGLER LLC TRACT BY ESP ASSOCIATES, PA DATED 12/19/2012.
3. PLANIMETRIC AND TOPOGRAPHIC MAPPING SHOWN WAS PROVIDED BY SPAULDING AND
NORRIS DATED 04/28/2016.
4. WETLAND AND STREAM AREAS DELINEATED BY S&EC. WETLAND DELINEATION PLAT
PREPARED BY ESP ASSOCIATES, P.A. DATED JUNE 22, 2016.
5. PROPERTY OWNER INFORMATION WAS OBTAINED FROM FRANKLIN COUNTY ONLINE GIS
MAPPING SERVICE.
6. A PORTION OF THE SUBJECT PROPERTY IS GRAPHICALLY LOCATED IN A SPECIAL FOOD
HAZARD AREA AS DELINEATED ON FRANKLIN COUNTY, NORTH CAROLINA FLOOD INSURANCE
RATE MAP # 3720186400K WITH EFFECTIVE DATE APRIL 16, 2013.
DEMOLITION NOTES
1. ALL NECESSARY PERMITS FOR DEMOLITION SHALL BE OBTAINED BY THE CONTRACTOR
PRIOR TO BEGINNING WORK. CONTRACTOR SHALL PROTECT ALL ADJACENT LANDS
FROM DAMAGE DURING DEMOLITION WORK. ANY OFF SITE AREAS DISTURBED SHALL BE
RETURNED TO A CONDITION EQUAL TO OR BETTER THAN THE EXISTING CONDITION.
2. DEMOLITION MATERIALS NOT SUITABLE FOR FILL MATERIAL SHALL BE LEGALLY DISPOSED
OF OFF SITE. ALL DEBRIS SHALL BE HAULED OFF SITE TO A DISPOSAL AREA APPROVED
BY THE STATE OF NORTH CAROLINA FOR THE HANDLING OF DEMOLITION DEBRIS.
3. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR CONTACTING ALL APPROPRIATE
UTILITIES AND ENSURING THAT UTILITIES ARE LOCATED PRIOR TO THE COMMENCEMENT
OF CONSTRUCTION/DEMOLITION ACTIVITIES ACCORDING TO INC STATE LAW.
CONTRACTOR SHALL VERIFY LOCATION AND DEPTHS OF ALL EXISTING UTILITIES PRIOR
TO CONSTRUCTION.
4. ALL MATERIAL EXCEPT THAT BELONGING TO A PUBLIC OR PRIVATE UTILITY COMPANY
SHALL BECOME THE PROPERTY OF THE CONTRACTOR. THE CONTRACTOR SHALL NOTIFY
THE APPROPRIATE UTILITY PROVIDER WHEN WATER, SEWER, GAS, POWER OR
COMMUNICATION LINES AND/OR METERS ARE TO BE REMOVED OR RELOCATED. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR DISCONNECTING ALL UTILITIES IN
COMPLIANCE WITH FRANKLIN COUNTY AND UTILITY PROVIDER REQUIREMENTS.
5. ALL STRUCTURES NOT LABELED FOR DEMOLITION SHALL BE PROTECTED FROM DAMAGE
DURING ALL PHASES OF CONSTRUCTION. ANY STRUCTURES THAT ARE TO REMAIN THAT
ARE DAMAGED SHALL BE REPAIRED BY THE CONTRACTOR TO A CONDITION EQUAL TO OR
BETTER THAN THE EXISTING CONDITION AT NO ADDITIONAL COST. THE OWNER AND
ENGINEER SHALL BE IMMEDIATELY NOTIFIED OF DAMAGE TO ANY EXISTING STRUCTURE.
6. ALL CURB AND GUTTER AND SIDEWALKS NOTED FOR REMOVAL SHALL BE REMOVED TO
THE NEAREST JOINT BEYOND NEW CONSTRUCTION OR CUT WITH A SAW AND REMOVED.
7. ALL ASPHALT CUTS SHALL BE MADE WITH A SAW WHEN PREPARING PAVED SURFACES
FOR PATCHING OR WIDENING.
8. CONSTRUCTION ENTRANCE AND SILT FENCE PER THE APPROVED EROSION CONTROL
PLANS SHALL BE IN PLACE PRIOR TO DEMOLITION OPERATIONS.
9. NECESSARY BARRICADES, SUFFICIENT LIGHTS, SIGNS, AND OTHER TRAFFIC CONTROL
METHODS AS MAY BE NECESSARY FOR THE PROTECTION AND SAFETY OF THE PUBLIC
SHALL BE PROVIDED AND MAINTAINED THROUGHOUT THE LIFE OF THE PROJECT.
10. ALL NECESSARY PERMITS SHALL BE OBTAINED FOR DEMOLITION OF EXISTING HOUSE,
BUILDINGS, SEPTIC SYSTEM AND WELL ABANDONMENT PRIOR TO BEGINNING WORK.
11. THE ERECTION, EXCAVATION, DEMOLITION, ALTERATION OR REPAIR OF ANY BUILDING,
INFRASTRUCTURE OR OTHER STRUCTURE IN A RESIDENTIAL OR BUSINESS DISTRICT
OTHER THAN BETWEEN THE HOURS OF 7:00 A.M. AND 8:00 P.M. WILL NOT BE ALLOWED,
WITH THE EXCEPTION OF EMERGENCY REPAIRS.
( IN FEET )
1 inch = 100 ft.
1 fCAROtI",
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028116
IN
l08/2016
PROJECT INFORMATION
PROJECT MANAGER:
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DESIGNED BY:
SLH
DRAWN BY:
RDD
PROJECT NUMBER:
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PROJECT INFORMATION
PROJECT MANAGER:
SM
DESIGNED BY:
SLH
DRAWN BY:
RDD
PROJECT NUMBER:
DU16.400
ORIGINAL DATE:
12/08/2016
SHEET:
C1.0

GENERAL NOTES
1. THIS DRAWING IS NOT INTENDED TO BE A BOUNDARY SURVEY
2. BOUNDARY LINE INFORMATION (AND ADJOINING PROPERTY BOUNDARIES) TAKEN FROM
FC WAGLER LLC TRACT BY ESP ASSOCIATES DATED 12/19/2012. ADDITIONAL AERIAL
TOPOGRAPHIC SURVEY INFORMATION TAKEN FROM MAP PROVIDED BY TOM SPAULDING
DATED 4/28/16.
3. PLANIMETRIC AND TOPOGRAPHIC MAPPING SHOWN WAS OBTAINED BY FRANKLIN COUNTY
ONLINE GIS MAPPING SERVICE.
4. WETLAND AND STREAM AREAS DELINEATED BY S&EC. WETLAND DELINEATION PLAT
PREPARED BY ESP ASSOCIATES, P.A. DATED JUNE 22, 2016.
5. PROPERTY OWNER INFORMATION WAS OBTAINED FROM FRANKLIN COUNTY ONLINE GIS
MAPPING SERVICE.
6. A PORTION OF THE SUBJECT PROPERTY IS GRAPHICALLY LOCATED IN A SPECIAL FLOOD
HAZARD AREA AS DELINEATED ON FRANKLIN COUNTY, NORTH CAROLINA FLOOD INSURANCE
RATE MAP # 3720186200K WITH EFFECTIVE DATE APRIL 16, 2013.
7. THE DESIGN OF ALL PROPOSED ROADS, SANITARY SEWAGE, STORM DRAIN PIPING AND
DITCHES, AND WATER QUALITY AND DETENTION FEATURES PRESENTED HEREIN HAS BEEN
COMPLETED FROM FIELD SURVEY INFORMATION.
8. ALL LOTS WILL BE SERVED BY FRANKLIN COUNTY PUBLIC WATER AND SANITARY SEWER
COLLECTION SYSTEM.
9. NO PRINCIPAL BUILDING SHALL BE CONSTRUCTED INSIDE ANY DESIGNATED EASEMENT AS
SHOWN ON THIS SITE PLAN (I.E. DRAINAGE EASEMENT, SANITARY SEWER, R/W, SIGHT
TRIANGLE, ETC.).
10. THIS PROPERTY IS SUBJECT TO ANY AND ALL APPLICABLE DEED RESTRICTIONS,
EASEMENTS, RIGHTS -OF -WAYS, UTILITIES, AND COVENANTS WHICH ARE OF RECORD.
11. WORK AND MATERIALS SHALL CONFORM TO THE LATEST EDITION OF THE FRANKLIN
COUNTY CODE OF ORDINANCES AND NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
STANDARD SPECIFICATIONS.
12. CONTRACTOR IS RESPONSIBLE, AT CONTRACTOR'S EXPENSE, FOR ENSURING AND
OBTAINING ALL NECESSARY PERMITS AND APPROVALS PRIOR TO CONSTRUCTION. THESE
PERMITS MAY INCLUDE, BUT NOT LIMITED TO; GRADING, DEMOLITION, BLASTING, ZONING,
BUILDING, DRIVEWAY, DETENTION, SUBDIVISION SPECIAL USE, WATER AND SEWER PERMITS
AND APPROVALS.
13. UTILITIES SHALL BE LOCATED EXCLUSIVELY WITHIN THE ROAD RIGHTS-OF-WAY UNLESS
OTHERWISE SHOWN HEREIN.
14. ALL PROPOSED LOTS SHALL BE ACCESSED FROM THE PROPOSED ROADS.
15. NO PROPERTY OR BUILDINGS WITHIN THIS SUBDIVISION BOUNDARY IS RECOGNIZED BY
THE US DEPARTMENT OF INTERIOR'S NATIONAL REGISTER OF HISTORIC PLACES OR IS
DESIGNATED AS A LOCAL HISTORIC PROPERTY BY FRANKLIN COUNTY.
16. PIPE SYSTEMS, CHANNELS, OR RETAINING WALLS LOCATED IN COMMON OPEN SPACE
AREAS ARE THE MAINTENANCE RESPONSIBILITY OF THE HOMEOWNERS ASSOCIATION FOR
THIS DEVELOPMENT.
17. PIPE SYSTEMS, CHANNELS, OR RETAINING WALLS LOCATED ON LOTS ARE THE
MAINTENANCE RESPONSIBILITY OF THE INDIVIDUAL HOMEOWNER OR THE HOMEOWNERS
ASSOCIATION.
18. CLUSTER MAILBOX UNITS (CBU) SHALL MEET THE APPLICABLE FRANKLIN COUNTY AND
UNITED STATES POSTAL SERVICE REGULATIONS. AT LEAST ONE (1) CBU SHALL BE INSTALLED
ALONG WITH THE FIRST PHASE OF DEVELOPMENT.
19. THE HOMEOWNERS ASSOC. SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL
COMMON OPEN SPACE AND SHARED COMMUNITY FACILITIES.
20. AS PART OF THE CONSTRUCTION DRAWING PHASE, A LANDSCAPE PLAN WILL BE
PROVIDED IN ACCORDANCE WITH ARTICLE 14 OF THE FRANKLIN COUNTY LIDO.
21. AS PART OF THE CONSTRUCTION DRAWING PHASE AND PRIOR TO THE RECORDING 0 F
THE FINAL PLAT, A PAYMENT IN LIEU OF LAND DEDICATION SHALL BE REQUIRED IN
ACCORDANCE WITH ARTICLE 31 OF THE UDO.
22. ALL LOTS WILL GAIN ACCESS BY INTERNAL STREETS. NO DIRECT ACCESS SHALL COME
FROM CEDAR CREEK ROAD.
23. ROAD W SHALL CONNECT TO THE APPROVED ROADWAY IN THE FOREST CREEK
SUBDIVISION. ALL PAVEMENT, CURB AND GUTTER, AND SIDEWALKS SHALL MEET THE
ALIGNMENT OF THE FOREST CITY ELEMENTS. ROAD 'D' SHALL BE STUBBED TO BOTH THE
ADJOINING WHISPERING PINES SUBDIVISION AND TO THE VACANT PARCEL TO THE EAST.
COORDINATION WITH THE WHISPERING PINES SUBDIVISION LAYOUT SHALL OCCUR DURING
THE CONSTRUCTION DRAWING PHASE TO ENSURE PROPER ALIGNMENT OF ROADS, CURB
AND GUTTER AND SIDEWALK.
24. ALL CURB AND GUTTER SHALL BE 24" VALLEY CURB
25. ALL SEWER AND WATER LATERALS SHALL BE INSTALLED PRIOR TO THE PLACEMENT OF
CABC.
SITE DEVELOPMENT DATA
PROPERTY INFORMATION:
PIN NUMBER:
1864-47-8005
PARCEL ID NUMBER:
009748
TOTAL ACREAGE:
44.19 ACRES
LOCATION:
FRANKLIN COUNTY, NC
EXISTING ZONING:
R-1
PROPOSED NUMBER OF LOTS:
97 SINGLE FAMILY LOTS
MINIMUM LOT SIZE:
CLUSTER (10,000 SF)
AVERAGE LOT SIZE PROVIDED:
11,214 SF
SETBACKS:
Cc N
FRONT
20'
SIDE:
10'
REAR
15'
PUBLIC ROADS:
50' PUBLIC ROAD ROW
U
4,331 LF
CONNECTIVITY:
REQUIRED:
PROVIDED:
WATER SERVICE:
SEWER SERVICE:
WATERSHED/RIVER BASIN:
CLASSIFICATION:
SITE AREAS:
1.4
1.4 (7 LINKS / 5 NODES)
WATER STUB -OUT PROVIDED
BY ADJOINING FOREST CITY
SUBDIVISION
all :11141RIAJ/:11:
TAR-PAMLICO
C:NSW
IMPERVIOUS:
LOTS: 25.07 ACRES (57%) 7.64 ACRES
50' PUBLIC ROADS 4.94 ACRES (11%) 3.25 ACRES
EXISTING POND: 1.20 ACRES (3%) ---
OPEN SPACE: 12.98 ACRES (29%) 0.09 ACRES
TOTAL: 44.19 ACRES (100%) 10.98 ACRES (24.8%)
OPEN SPACE
REQUIRED: 8.84 ACRES (20%)
PROVIDED: 12.98 ACRES (29%)
LANDSCAPE: ALL REQUIRED STREET TREES SHALL MEET
THE REQUIREMENTS OF ARTICLE 14 OF THE
FRANKLIN COUNTY UDO.
LEGEND
PROP. SIDEWALK
JOHN E. FULLER, JR.
PROP. STORM DRAINAGE EASEMENT (SDE) I \ \ \\\ \ `O D.B. 1094, PG. 669
I \\ \ \ \ \ B.M. 1997, PG. 216
PRF 2, SLIDE 96
��
PROP. SANITARY SEWER EASEMENT r1 PIN 1864-48-8992 \ �
PROP. UTILITY EASEMENT \ STUB CONNECTION \ \\ \ \ \ 7
TO ADJOINING PARCEL \ \\ / \ \ \ A G�7 s��0
FOR FUTURE CONNECTIVITY \ `
PROP. BMP EASEMENT -BMP BYP \ / - COORDINATE WITH WHISPERING
\ / // PINES SUBDIVISION'S \
97
SIDEWALK LOCATION \ \ \ \ \ \J
PROP. LOT LINE / % / /\ \ 'Lri4O / \ \ POP PA (TYP.) TYP.)
\
DEND BARRIC E, / \ v / 8\AC
PROP. RIGHT-OF-WAY - - /// , / SEE DETAIL SHEET C .2 / / \� 96
PROP. BUILDING SETBACK - - - - - - - - - - WHISPERING PINES OF / / \ O \ /
PROPOSED ETAINING WA L / \ 94 s / / / \ \ +QST
/ FRANKLIN COUNTY, LLC DESIGNED B THERS \ \ FO
D.B. 1535, PG. 604 / \ \ / '�(j 7 / 95 /Q o
// PIN 1864-28-7058 93
EXIST. FEMA 100 YEAR FLOODPLAIN - - - - - - - - - - ZONED R-8 / \ \ \
USE -VACANT
/ / \ \ / SIGHT \ \ \ / \
EXIST. STREAM / // // \ \ 92 PEARCE PROPERTIES, LLC
DISTANCE \ STUB CONNECTION \ \ D.B. 1168, PG. 163
91 TRIANGLES \ PIN 1864--58-8712
TAR-PAMLICO RIPARIAN BUFFER // / / \ \ \ \ / / (TYP.) TO ADJOINING PARCEL \
/ \ 24 / FOR FUTURE CONNECTIVITY \
EXIST. WETLANDS I // / / / \ \ 90 \ MAILBOX KIOSK AND / / \ \ \ / / / / \ \ \ \
PARKING OPEN SPACE / \ \ / 25 / DEAD END BARRICADE,
89 \ \ / 0.15 AC23 \ \ / / / / SEE DETAIL SHEET C6.2 \ \
88
cue // \
87
\
86
64 \
\\ \/, 22
\ \ 85 G\ ___----
// 84 \ \ /, / yo //�\ \ 65 / / I I 21 / \
63
83 \ \ \ \ 66_ -
_
PHASE LINE /
82 \\ \\ 67 \ \\ \ \ \ \ \ / 11 \ \ \
\ \ 20 / \
81 \\ \\ /, / j//\ \\ 68 \ \ j \ / 62
//X \ 80\\ / //\ \\ 69 \ \ j / J / �\ \��/ / �\ \\\, m
OPEN / \ \ \ \ / \ / 19 x \
SPACE (TYP.)70 / 61
79 \ \ j /\ �\
78 71 *41 11 18
60
\ 72 \ \ , �.P / \ � \ / / \ � � \ / DESIGNED BY OTHERS - / PROPOSED RETAINING WALL �• .
/ 77 \ \✓ \ \ \ \ Q / // / - \\ \\ \
73 \ \ \ / OPEN17
/ \ /
�\ L / \ SPACE (TYP.) \ 5916 x
74
76
N\l I \ \/
58PROP. SQ /Q . V\
/ \ / ACCESS AND / \ \ P Nz
1 00 -YEAR FEMA a
/ \ \ / / =
1 FLOODPLAIN \ \ / / / / \ d� MAINTENANCE \ \ \ / O Q�� / \ \ \ / pJ AKERS, RODNEY C. &
EASEMENT (TYP.) / / /\ \ 57 15 V AKERS, ANNE
P
.B. 2005, PG. 218
D.B. 1139, PG. 244
\ 75 I / /\ \ 56 \ \ / / / / / \ \ \ Q� PIN 1864-57-3923
\ \\1 / \ \ \ \ / ZONING R-1
\ \ I FEMA 100 YEAR \ \ USE: RESIDENTIAL
\\ �\ FLOOD LINE (TYP.) _ \ \ 55 \\ \ /, / \ \ 14 \ /
A \ PROP. / \
50' TAR PAMLICO \/ I /\ \ 13
G
RIPARIAN BUFFER /
STORMWATER /
\
A �\ 54
BMP
\ \ \ \\ / / W
\
121
/ \ PROPOSED RETAINING WALL
o / \ \ / / / \ // S) DESIGNED BY OTHERS / GHD-FOREST CITY, I / w
53
E IST. STREA N ` / / \ / \
(TYP.)�2 \ ` / / / P.B. 2013, PG 5 \ a
u� _ / \ D.B. 1970, PG.133 \ o
\\ s ���, / \ \ \ \// / /\�\ 40 \ 11 //// / \ PIN 1864-56 5 534\\�\ \
\WETLEXIST.ANDS \ ` / 52 / / \ \ / 1 U / PROP. 5' SIDEWALK (TYP.) /��
\ \ \ 41
9 / 1 \� \ PROPOSED RETAINING WALL
DESIGNED BY OTHERS < / /� \\\\
PROPERTY LINE IS PROPOSED I I 39 / / \ 8
CENTER OF CHANNEL \ ` RETAINING I \ / / \ \ /
\ WALL I 51 I I 42 \ \
PROP. 20' � / / / \ �.
\ \ DESIGNED BY I I 7
SAN. SWR_ESMVZ
TAR -P' 50' I J \ OTHERS / // / \ /// �SO,I�O Q?' // / \ �\ /
\ OPEN
BUFFER FROM TOP / / \ / - \ \� /j / / /) / \ `\ / // 37 / \ AG \ / / 6 / /\ \ 1 \ SPACE (TYP.) \�\
OF BANK (TYPICAL) \ / \ e�� 0.02 AC MATCH AND /
/ I 50 \ / 43 / / \ \ �/ / /// CLQ,, �\ / // / /\ / I \ \ 2 \ \ \ II II �• CONNECT
36 \ ��iJ \ / 5 / I I \ \ \ \ , TO EXISTING
\ \ � ` / // 4 I I 3 \ \ \ � � � � \. �� SIDEWALK /
'
00 FEMA 100/ \PRO.24"VALL
YEAR FLOOD 35 EEY\\ \�
\\\\\• \\\ EXISTING
NT
ING
CURB UTTER
LINE, (TYP.) LTYP.) GEASEMENT
NN\/ 34
�i I N��\\ / //' / I I 45 "I \ \� �/ / 33 / / \ _ //�- \� \\ OPEN
\ \ \ SPACE (TYP.) \ \\\
\ 1 D 48 26 \ 0.02 Ac
Z / / 32 27
(n PROPOSED RETAINING
WALL DESIGNED BY P OPOSED RETAINING WALL I \ 28 \ \ o
X
I OTHERS/ / / / / I \ 46 / D SIGNED BY OTHERS \ / / 31 I I I 29
2 GEN HOLDINGS, LLC I I \ \/ / 47 I \ /`'o`� \� I I 30 I I \ \ \ \ \\ _
�u JIP
D.B. 1453, PG. 114 � � / \ � / / /
PIN 1864-44-0246 I I <�
EXIST. l
I WETLANDS \ II \\\ _ - - - } /OPEN
I I I \ \ DE OPENSPACE (TYP.)
SPACE (TYP.) _ \
� � I CEDAR CREEK \ 12.48 AC EXIST.
IL \� \
FRANKLINTON ONE LLC \ 1 ; POND /
PB: 2013, PG 5 PROP. i -
DB: 1482, PG 167 I \I STORMWATER
EXIST. SANITARY I PIN 1864-47-8005 \ BMP B -\ \
SEWER EASEMENT ZONING: R-1 / PRTYP.) _.
OJECT BOUNDARY ( -J GHD-FOREST CITY,
LLC ,
EXIST. P.B. 2013, PG 5
WET \ /
/ 9 LANDS D.B. 1970, PG.133 /
/ dN8 ZONE: R-8
pR PIN 1864-56-5534
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PROJECT INFORMATION
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PROJECT MANAGER: SM
Call before you dig. DESIGNED BY: SLH
GRAPHIC SCALE DRAWN BY: RDD
PROJECT NUMBER: DU16.400
100' 0 50' 100' 200' 400'
ORIGINAL DATE: 12/08/2016
SHEET:
( IN FEET )
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PROJECT INFORMATION
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PROJECT MANAGER: SM
Call before you dig. DESIGNED BY: SLH
GRAPHIC SCALE DRAWN BY: RDD
PROJECT NUMBER: DU16.400
100' 0 50' 100' 200' 400'
ORIGINAL DATE: 12/08/2016
SHEET:
( IN FEET )
1 inch = 100 ft. C2.0

GENERAL NOTES
1. THIS DRAWING IS NOT INTENDED TO BE A BOUNDARY SURVEY
2. BOUNDARY LINE INFORMATION (AND ADJOINING PROPERTY BOUNDARIES) TAKEN FROM
FC WAGLER LLC TRACT BY ESP ASSOCIATES DATED 12/19/2012. ADDITIONAL AERIAL
TOPOGRAPHIC SURVEY INFORMATION TAKEN FROM MAP PROVIDED BY TOM SPAULDING
DATED 4/28/16.
3. PLANIMETRIC AND TOPOGRAPHIC MAPPING SHOWN WAS OBTAINED BY FRANKLIN COUNTY
ONLINE GIS MAPPING SERVICE.
4. WETLAND AND STREAM AREAS DELINEATED BY S&EC. WETLAND DELINEATION PLAT
PREPARED BY ESP ASSOCIATES, P.A. DATED JUNE 22, 2016.
5. PROPERTY OWNER INFORMATION WAS OBTAINED FROM FRANKLIN COUNTY ONLINE GIS
MAPPING SERVICE.
6. A PORTION OF THE SUBJECT PROPERTY IS GRAPHICALLY LOCATED IN A SPECIAL FLOOD
HAZARD AREA AS DELINEATED ON FRANKLIN COUNTY, NORTH CAROLINA FLOOD INSURANCE
RATE MAP # 3720186200K WITH EFFECTIVE DATE APRIL 16, 2013.
7. THE DESIGN OF ALL PROPOSED ROADS, SANITARY SEWAGE, STORM DRAIN PIPING AND
DITCHES, AND WATER QUALITY AND DETENTION FEATURES PRESENTED HEREIN HAS BEEN
COMPLETED FROM FIELD SURVEY INFORMATION.
8. ALL LOTS WILL BE SERVED BY FRANKLIN COUNTY PUBLIC WATER AND SANITARY SEWER
COLLECTION SYSTEM.
9. NO PRINCIPAL BUILDING SHALL BE CONSTRUCTED INSIDE ANY DESIGNATED EASEMENT AS
SHOWN ON THIS SITE PLAN (I.E. DRAINAGE EASEMENT, SANITARY SEWER, R/W, SIGHT
TRIANGLE, ETC.).
10. THIS PROPERTY IS SUBJECT TO ANY AND ALL APPLICABLE DEED RESTRICTIONS,
EASEMENTS, RIGHTS -OF -WAYS, UTILITIES, AND COVENANTS WHICH ARE OF RECORD.
11. WORK AND MATERIALS SHALL CONFORM TO THE LATEST EDITION OF THE FRANKLIN
COUNTY CODE OF ORDINANCES AND NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
STANDARD SPECIFICATIONS.
12. CONTRACTOR IS RESPONSIBLE, AT CONTRACTOR'S EXPENSE, FOR ENSURING AND
OBTAINING ALL NECESSARY PERMITS AND APPROVALS PRIOR TO CONSTRUCTION. THESE
PERMITS MAY INCLUDE, BUT NOT LIMITED TO; GRADING, DEMOLITION, BLASTING, ZONING,
BUILDING, DRIVEWAY, DETENTION, SUBDIVISION SPECIAL USE, WATER AND SEWER PERMITS
AND APPROVALS.
13. UTILITIES SHALL BE LOCATED EXCLUSIVELY WITHIN THE ROAD RIGHTS-OF-WAY UNLESS
14. ALL PROPOSED LOTS SHALL BE ACCESSED FROM THE PROPOSED ROADS
15. NO PROPERTY OR BUILDINGS WITHIN THIS SUBDIVISION BOUNDARY IS RECOGNIZED BY
THE US DEPARTMENT OF INTERIOR'S NATIONAL REGISTER OF HISTORIC PLACES OR IS
DESIGNATED AS A LOCAL HISTORIC PROPERTY BY FRANKLIN COUNTY.
16. PIPE SYSTEMS, CHANNELS, OR RETAINING WALLS LOCATED IN COMMON OPEN SPACE
AREAS ARE THE MAINTENANCE RESPONSIBILITY OF THE HOMEOWNERS ASSOCIATION FOR
THIS DEVELOPMENT.
17. PIPE SYSTEMS, CHANNELS, OR RETAINING WALLS LOCATED ON LOTS ARE THE
MAINTENANCE RESPONSIBILITY OF THE INDIVIDUAL HOMEOWNER OR THE HOMEOWNERS
ASSOCIATION.
18. CLUSTER MAILBOX UNITS (CBU) SHALL MEET THE APPLICABLE FRANKLIN COUNTY AND
UNITED STATES POSTAL SERVICE REGULATIONS. AT LEAST ONE (1) CBU SHALL BE INSTALLED
ALONG WITH THE FIRST PHASE OF DEVELOPMENT.
19. THE HOMEOWNERS ASSOC. SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL
COMMON OPEN SPACE AND SHARED COMMUNITY FACILITIES.
20. AS PART OF THE CONSTRUCTION DRAWING PHASE, A LANDSCAPE PLAN WILL BE
PROVIDED IN ACCORDANCE WITH ARTICLE 14 OF THE FRANKLIN COUNTY UDO.
21. AS PART OF THE CONSTRUCTION DRAWING PHASE AND PRIOR TO THE RECORDING O F
THE FINAL PLAT, A PAYMENT IN LIEU OF LAND DEDICATION SHALL BE REQUIRED IN
ACCORDANCE WITH ARTICLE 31 OF THE UDO.
22. ALL LOTS WILL GAIN ACCESS BY INTERNAL STREETS. NO DIRECT ACCESS SHALL COME
FROM CEDAR CREEK ROAD.
23. ROAD W SHALL CONNECT TO THE APPROVED ROADWAY IN THE FOREST CREEK
SUBDIVISION. ALL PAVEMENT, CURB AND GUTTER, AND SIDEWALKS SHALL MEET THE
ALIGNMENT OF THE FOREST CITY ELEMENTS. ROAD 'D' SHALL BE STUBBED TO BOTH THE
ADJOINING WHISPERING PINES SUBDIVISION AND TO THE VACANT PARCEL TO THE EAST.
COORDINATION WITH THE WHISPERING PINES SUBDIVISION LAYOUT SHALL OCCUR DURING
THE CONSTRUCTION DRAWING PHASE TO ENSURE PROPER ALIGNMENT OF ROADS, CURB
AND GUTTER AND SIDEWALK.
24. ALL CURB AND GUTTER SHALL BE 24" VALLEY CURB
25. ALL SEWER AND WATER LATERALS SHALL BE INSTALLED PRIOR TO THE PLACEMENT OF
CABC.
STREET CENTERLINE
LINE TABLE
LINE
LENGTH
BEARING
L13
224.37'
S 45'18'29" W
L14
412.87'
N 84°05'25" W
L15
100.00'
N 63°00'00" W
L18
j 216.83'
j S 27°00'00" W
STREET CENTERLINE CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
CHORD
BEARING
DELTA
C10
150.00'
7.58'
3.79'
7.57'
S 46°45'17" W
2°53'37"
C11
250.00'
220.79'
118.18'
213.69'
S 70°36'32" W
50°36'06"
C12
500.00'
184.05'
93.08'
183.01'
N 73°32'43" W
21°05'26"
C14
505.00'
222.00'
112.82'
220.22'
S 14°24'22" W
25°11'16"
/___ ____1
LEGEND
PROP. STORM DRAINAGE EASEMENT (SDE)
PROP. SANITARY SEWER EASEMENT
PROP. UTILITY EASEMENT
PROP. BMP EASEMENT
PROP. LOT LINE
PROP. RIGHT-OF-WAY
PROP. BUILDING SETBACK
EXIST. FEMA 100 YEAR FLOODPLAIN
I
40'
CLEARWATER CREEK - SHEET INDEX
SCALE: 1" = 400'
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ORIGINAL DATE:
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PROJECT INFORMA]640
PROJECT MANAGER:
DESIGNED BY:
DRAWN BY:
PROJECT NUMBER:
ORIGINAL DATE:
SHEET:
C2.1

GENERAL NOTES
1. THIS DRAWING IS NOT INTENDED TO BE A BOUNDARY SURVEY
2. BOUNDARY LINE INFORMATION (AND ADJOINING PROPERTY BOUNDARIES) TAKEN FROM
FC WAGLER LLC TRACT BY ESP ASSOCIATES DATED 12/19/2012. ADDITIONAL AERIAL
TOPOGRAPHIC SURVEY INFORMATION TAKEN FROM MAP PROVIDED BY TOM SPAULDING
DATED 4/28/16.
3. PLANIMETRIC AND TOPOGRAPHIC MAPPING SHOWN WAS OBTAINED BY FRANKLIN COUNTY
ONLINE GIS MAPPING SERVICE.
4. WETLAND AND STREAM AREAS DELINEATED BY S&EC. WETLAND DELINEATION PLAT
PREPARED BY ESP ASSOCIATES, P.A. DATED JUNE 22, 2016.
5. PROPERTY OWNER INFORMATION WAS OBTAINED FROM FRANKLIN COUNTY ONLINE GIS
MAPPING SERVICE.
6. A PORTION OF THE SUBJECT PROPERTY IS GRAPHICALLY LOCATED IN A SPECIAL FLOOD
HAZARD AREA AS DELINEATED ON FRANKLIN COUNTY, NORTH CAROLINA FLOOD INSURANCE
RATE MAP # 3720186200K WITH EFFECTIVE DATE APRIL 16, 2013.
7. THE DESIGN OF ALL PROPOSED ROADS, SANITARY SEWAGE, STORM DRAIN PIPING AND
DITCHES, AND WATER QUALITY AND DETENTION FEATURES PRESENTED HEREIN HAS BEEN
COMPLETED FROM FIELD SURVEY INFORMATION.
8. ALL LOTS WILL BE SERVED BY FRANKLIN COUNTY PUBLIC WATER AND SANITARY SEWER
COLLECTION SYSTEM.
9. NO PRINCIPAL BUILDING SHALL BE CONSTRUCTED INSIDE ANY DESIGNATED EASEMENT AS
SHOWN ON THIS SITE PLAN (I.E. DRAINAGE EASEMENT, SANITARY SEWER, R/W, SIGHT
TRIANGLE, ETC.).
10. THIS PROPERTY IS SUBJECT TO ANY AND ALL APPLICABLE DEED RESTRICTIONS,
EASEMENTS, RIGHTS -OF -WAYS, UTILITIES, AND COVENANTS WHICH ARE OF RECORD.
11. WORK AND MATERIALS SHALL CONFORM TO THE LATEST EDITION OF THE FRANKLIN
COUNTY CODE OF ORDINANCES AND NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
STANDARD SPECIFICATIONS.
12. CONTRACTOR IS RESPONSIBLE, AT CONTRACTOR'S EXPENSE, FOR ENSURING AND
OBTAINING ALL NECESSARY PERMITS AND APPROVALS PRIOR TO CONSTRUCTION. THESE
PERMITS MAY INCLUDE, BUT NOT LIMITED TO; GRADING, DEMOLITION, BLASTING, ZONING,
BUILDING, DRIVEWAY, DETENTION, SUBDIVISION SPECIAL USE, WATER AND SEWER PERMITS
AND APPROVALS.
13. UTILITIES SHALL BE LOCATED EXCLUSIVELY WITHIN THE ROAD RIGHTS-OF-WAY UNLESS
OTHERWISE SHOWN HEREIN.
14. ALL PROPOSED LOTS SHALL BE ACCESSED FROM THE PROPOSED ROADS.
15. NO PROPERTY OR BUILDINGS WITHIN THIS SUBDIVISION BOUNDARY IS RECOGNIZED BY
THE US DEPARTMENT OF INTERIOR'S NATIONAL REGISTER OF HISTORIC PLACES OR IS
DESIGNATED AS A LOCAL HISTORIC PROPERTY BY FRANKLIN COUNTY.
16. PIPE SYSTEMS, CHANNELS, OR RETAINING WALLS LOCATED IN COMMON OPEN SPACE
AREAS ARE THE MAINTENANCE RESPONSIBILITY OF THE HOMEOWNERS ASSOCIATION FOR
THIS DEVELOPMENT.
17. PIPE SYSTEMS, CHANNELS, OR RETAINING WALLS LOCATED ON LOTS ARE THE
MAINTENANCE RESPONSIBILITY OF THE INDIVIDUAL HOMEOWNER OR THE HOMEOWNERS
ASSOCIATION.
18. CLUSTER MAILBOX UNITS (CBU) SHALL MEET THE APPLICABLE FRANKLIN COUNTY AND
UNITED STATES POSTAL SERVICE REGULATIONS. AT LEAST ONE (1) CBU SHALL BE INSTALLED
ALONG WITH THE FIRST PHASE OF DEVELOPMENT.
19. THE HOMEOWNERS ASSOC. SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL
COMMON OPEN SPACE AND SHARED COMMUNITY FACILITIES.
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PROVIDED IN ACCORDANCE WITH ARTICLE 14 OF THE FRANKLIN COUNTY UDO.
21. AS PART OF THE CONSTRUCTION DRAWING PHASE AND PRIOR TO THE RECORDING O F
THE FINAL PLAT, A PAYMENT IN LIEU OF LAND DEDICATION SHALL BE REQUIRED IN
ACCORDANCE WITH ARTICLE 31 OF THE UDO.
22. ALL LOTS WILL GAIN ACCESS BY INTERNAL STREETS. NO DIRECT ACCESS SHALL COME
FROM CEDAR CREEK ROAD.
23. ROAD 'A' SHALL CONNECT TO THE APPROVED ROADWAY IN THE FOREST CREEK
SUBDIVISION. ALL PAVEMENT, CURB AND GUTTER, AND SIDEWALKS SHALL MEET THE
ALIGNMENT OF THE FOREST CITY ELEMENTS. ROAD'D' SHALL BE STUBBED TO BOTH THE
ADJOINING WHISPERING PINES SUBDIVISION AND TO THE VACANT PARCEL TO THE EAST.
COORDINATION WITH THE WHISPERING PINES SUBDIVISION LAYOUT SHALL OCCUR DURING
THE CONSTRUCTION DRAWING PHASE TO ENSURE PROPER ALIGNMENT OF ROADS, CURB
AND GUTTER AND SIDEWALK.
24. ALL CURB AND GUTTER SHALL BE 24" VALLEY CURB.
25. ALL SEWER AND WATER LATERALS SHALL BE INSTALLED PRIOR TO THE PLACEMENT OF
CABC.
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STREET CENTERLINE
LINE TABLE
LINE
LENGTH
BEARING
L14
412.87'
N 84°05'25" W
L19
89.83'
S 70°46'06" E
STREET CENTERLINE CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
CHORD
BEARING
DELTA
C12
500.00'
184.05'
93.08'
183.01'
N 73°32'43" W
21°05'26"
C15
250.00'
426.59'
286.42'
376.69'
S 21°53'03" E
97°46'06"
LEGEND
PROP. STORM DRAINAGE EASEMENT (SDE)
PROP. SANITARY SEWER EASEMENT
PROP. UTILITY EASEMENT
PROP. BMP EASEMENT
PROP. LOT LINE
PROP. RIGHT-OF-WAY
PROP. BUILDING SETBACK
EXIST. FEMA 100 YEAR FLOODPLAIN
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PROJECT NUMBER:
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ORIGINAL DATE:
12/08/2016
SHEET:
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GENERAL NOTES
LINE
LENGTH
1. THIS DRAWING IS NOT INTENDED TO BE A BOUNDARY SURVEY.
14. ALL PROPOSED LOTS SHALL BE ACCESSED FROM THE PROPOSED ROADS.
LEGEND
2. BOUNDARY LINE INFORMATION (AND ADJOINING PROPERTY BOUNDARIES) TAKEN FROM
15. NO PROPERTY OR BUILDINGS WITHIN THIS SUBDIVISION BOUNDARY IS RECOGNIZED BY
1134.74'
FC WAGLER LLC TRACT BY ESP ASSOCIATES DATED 12/19/2012. ADDITIONAL AERIAL
THE US DEPARTMENT OF INTERIOR'S NATIONAL REGISTER OF HISTORIC PLACES OR IS
PROP. STORM DRAINAGE EASEMENT (SDE)
TOPOGRAPHIC SURVEY INFORMATION TAKEN FROM MAP PROVIDED BY TOM SPAULDING
DESIGNATED AS A LOCAL HISTORIC PROPERTY BY FRANKLIN COUNTY.
25°11'16"
DATED 4/28/16.
150.00'
- - -
22.72'
16. PIPE SYSTEMS, CHANNELS, OR RETAINING WALLS LOCATED IN COMMON OPEN SPACE
PROP. SANITARY SEWER EASEMENT
3. PLANIMETRIC AND TOPOGRAPHIC MAPPING SHOWN WAS OBTAINED BY FRANKLIN COUNTY
AREAS ARE THE MAINTENANCE RESPONSIBILITY OF THE HOMEOWNERS ASSOCIATION FOR
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THIS DEVELOPMENT.
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4. WETLAND AND STREAM AREAS DELINEATED BY S&EC. WETLAND DELINEATION PLAT
17. PIPE SYSTEMS, CHANNELS, OR RETAINING WALLS LOCATED ON LOTS ARE THE
PREPARED BY ESP ASSOCIATES, P.A. DATED JUNE 22, 2016.
MAINTENANCE RESPONSIBILITY OF THE INDIVIDUAL HOMEOWNER OR THE HOMEOWNERS
ASSOCIATION.
PROP. BMP EASEMENT -BYP BYP
5. PROPERTY OWNER INFORMATION WAS OBTAINED FROM FRANKLIN COUNTY ONLINE GIS
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MAPPING SERVICE.
18. CLUSTER MAILBOX UNITS (CBU) SHALL MEET THE APPLICABLE FRANKLIN COUNTY AND
PROP. LOT LINE
UNITED STATES POSTAL SERVICE REGULATIONS. AT LEAST ONE (1) CBU SHALL BE INSTALLED
6. A PORTION OF THE SUBJECT PROPERTY IS GRAPHICALLY LOCATED IN A SPECIAL FLOOD
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HAZARD AREA AS DELINEATED ON FRANKLIN COUNTY, NORTH CAROLINA FLOOD INSURANCE
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21. AS PART OF THE CONSTRUCTION DRAWING PHASE AND PRIOR TO THE RECORDING O F
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INFORMATION
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ADJOINING WHISPERING PINES SUBDIVISION AND TO THE VACANT PARCEL TO THE EAST.
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COUNTY CODE OF ORDINANCES AND NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
COORDINATION WITH THE WHISPERING PINES SUBDIVISION LAYOUT SHALL OCCUR DURING
DU16.400
STANDARD SPECIFICATIONS.
THE CONSTRUCTION DRAWING PHASE TO ENSURE PROPER ALIGNMENT OF ROADS, CURB
12/08/2016
AND GUTTER AND SIDEWALK.
12. CONTRACTOR IS RESPONSIBLE, AT CONTRACTOR'S EXPENSE, FOR ENSURING AND
OBTAINING ALL NECESSARY PERMITS AND APPROVALS PRIOR TO CONSTRUCTION. THESE
24. ALL CURB AND GUTTER SHALL BE 24" VALLEY CURB.
PERMITS MAY INCLUDE, BUT NOT LIMITED TO; GRADING, DEMOLITION, BLASTING, ZONING,
BUILDING, DRIVEWAY, DETENTION, SUBDIVISION SPECIAL USE, WATER AND SEWER PERMITS
25. ALL SEWER AND WATER LATERALS SHALL BE INSTALLED PRIOR TO THE PLACEMENT OF
AND APPROVALS.
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13. UTILITIES SHALL BE LOCATED EXCLUSIVELY WITHIN THE ROAD RIGHTS-OF-WAY UNLESS
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STREET CENTERLINE
LINE TABLE
LINE
LENGTH
BEARING
L17
254.90'
S 1°48'44" W
L21
1134.74'
S 33°32'08" W
L22
1 98.31'
I S 16°18'47" W
STREET CENTERLINE CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
CHORD
BEARING
DELTA
C14
505.00'
222.00'
112.82'
220.22'
S 14°24'22" W
25°11'16"
C17
150.00'
45.09'
22.72'
44.92'
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17°13'21"
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DESIGNED BY:
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DRAWN BY:
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PROJECT NUMBER:
DU16.400
160'
ORIGINAL DATE:
12/08/2016
SHEET:
C2.3

STREET CENTERLINE
LINE TABLE
LINE
LENGTH
BEARING
L16
76.03'
S 56°27'52" E
L20
50.42'
S 17°46'30" W
L23
46.65'
N 88°11'16" W
L24
j 238.13'
j N 72°13'30" W
STREET CENTERLINE CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
CHORD
BEARING
DELTA
C13
200.00'
203.42'
111.49'
194.77'
S 27°19'34" E
58°16'36"
C16
150.00'
41.26'
20.76'
41.13'
S 25°39'19" W
15°45'39"
C18
150.00'
41.79'
21.03'
41.66'
N 80°12'23" W
15°57'46"
LEGEND
PROP. STORM DRAINAGE EASEMENT (SDE)
PROP. SANITARY SEWER EASEMENT - - -
PROP. UTILITY EASEMENT
PROP. BMP EASEMENT -BMP BMP
PROP. LOT LINE
PROP. RIGHT-OF-WAY
PROP. BUILDING SETBACK - - - - - - -
EXIST. FEMA 100 YEAR FLOODPLAIN
/ o ° /� � , ° / j / / / � \\ \\ `\ I CLEARWATER CREEK - SHEET INDEX SCALE: 1" = 400'
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° • °\\"�0000 \\ 10125 S.F. \> 1. THIS DRAWING IS NOT INTENDED TO BE A BOUNDARY SURVEY.
° ° Nqft*` /' /\ \ \ \ .r10 �7
2. BOUNDARY LINE INFORMATION (AND ADJOINING PROPERTY BOUNDARIES) TAKEN FROM
E 2 \ \ \ \ AO N C$ FC WAGLER LLC TRACT BY ESP ASSOCIATES DATED 12/19/2012. ADDITIONAL AERIAL
° ( RETAINING WALL /' / \ \ 18 \ \ } -*V11y TOPOGRAPHIC SURVEY INFORMATION TAKEN FROM MAP PROVIDED BY TOM SPAULDING
° / \ DESIGNED BY \ / \ �� \ \ \/ • , j tt ������ DATED 4/28/16.
OTHERS \/ \ "'s o \ 10125 S.F. \
3. PLANIMETRIC AND TOPOGRAPHIC MAPPING SHOWN WAS OBTAINED BY FRANKLIN COUNTY
ONLINE GIS MAPPING SERVICE.
4. WETLAND AND STREAM AREAS DELINEATED BY S&EC. WETLAND DELINEATION PLAT
19 PREPARED BY ESP ASSOCIATES, P.A. DATED JUNE 22, 2016.
10125 S.F. \ \/ `' 5. PROPERTY OWNER INFORMATION WAS OBTAINED FROM FRANKLIN COUNTY ONLINE GIS
\ �o, MAPPING SERVICE.
MAILBOX AREA\ \
\ \ \ � 11 / / 6. A PORTION OF THE SUBJECT PROPERTY IS GRAPHICALLY LOCATED IN A SPECIAL FLOOD
/ \ \ \ \ NIS \ HAZARD AREA AS DELINEATED ON FRANKLIN COUNTY, NORTH CAROLINA FLOOD INSURANCE
2 0 •b�` \ / / o = / 1 \ RATE MAP # 3720186200K WITH EFFECTIVE DATE APRIL 16, 2013.
SCALE 1 „-2O, 190 \ \ \ \ 12297 S.F. \/ so, /~ \ \ 7. THE DESIGN OF ALL PROPOSED ROADS, SANITARY SEWAGE, STORM DRAIN PIPING AND
'� / \ q \ \ DITCHES, AND WATER QUALITY AND DETENTION FEATURES PRESENTED HEREIN HAS BEEN
COMPLETED FROM FIELD SURVEY INFORMATION.
/ \ 1S \ �1 P► �L �s \ 8. ALL LOTS WILL BE SERVED BY FRANKLIN COUNTY PUBLIC WATER AND SANITARY SEWER
\/ \ \ \ \ p0 ' �O,`Q���► \\ 61 COLLECTION SYSTEM.
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/ \ \ \o \y Oq \ \ 10125 S.F. \ \ SHOWN ON THIS SITE PLAN (I.E. DRAINAGE EASEMENT, SANITARY SEWER, R/W, SIGHT
21 \ / OLS• \ \ \ \ TRIANGLE, ETC.).
14069 S.F. / / \ �� \ \ \\ / 10. THIS PROPERTY IS SUBJECT TO ANY AND ALL APPLICABLE DEED RESTRICTIONS,
/ \ 62 \ �s so \ \ / EASEMENTS, RIGHTS -OF -WAYS, UTILITIES, AND COVENANTS WHICH ARE OF RECORD.
X \ \ •pp o• \ \
11. WORK AND MATERIALS SHALL CONFORM TO THE LATEST EDITION OF THE FRANKLIN
10125 S.F. COUNTY CODE OF ORDINANCES AND NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
STANDARD SPECIFICATIONS.
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sill \ \ \ /' - _ 12. CONTRACTOR IS RESPONSIBLE, AT CONTRACTOR'S EXPENSE, FOR ENSURING AND
/ \ 0'/_ OBTAINING ALL NECESSARY PERMITS AND APPROVALS PRIOR TO CONSTRUCTION. THESE
o ? `?� 'op, 0 PERMITS MAY INCLUDE, BUT NOT LIMITED TO; GRADING, DEMOLITION, BLASTING, ZONING,
22 ,\oo \\ \� 11 -1 BUILDING, DRIVEWAY, DETENTION, SUBDIVISION SPECIAL USE, WATER AND SEWER PERMITS
63 \ \ / 0�'' � / AND APPROVALS.
19856 S.F. / / 13308 S.F. \ \ ,Lp 5 / 13. UTILITIES SHALL BE LOCATED EXCLUSIVELY WITHIN THE ROAD RIGHTS-OF-WAY UNLESS
/ \ F / / `\ / 00 / / OTHERWISE SHOWN HEREIN.
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�c v \ il 1 �0 I DESIGNATED AS A LOCAL HISTORIC PROPERTY BY FRANKLIN COUNTY.
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0.13 AC - SEE I / \ / 6 I AREAS ARE THE MAINTENANCE RESPONSIBILITY OF THE HOMEOWNERS ASSOCIATION FOR
THIS S EET / /' I I THIS DEVELOPMENT.
\ \/ \ / \ \ o o I c I 17. PIPE SYSTEMS, CHANNELS, OR RETAINING WALLS LOCATED ON LOTS ARE THE
\ \ 3N?" 0 1 RETAINING WALL \
/ ui ui I ,ri I MAINTENANCE RESPONSIBILITY OF THE INDIVIDUAL HOMEOWNER OR THE HOMEOWNERS
�� 0* S. \ s \ iv I A DESIGNED BY � � ASSOCIATION.
P ' o / / \ P \ \ 23 x OTHERS
24 r PC= 0+76.03 I o 65 66 I I 18. CLUSTER MAILBOX UNITS (CBU) SHALL MEET THE APPLICABLE FRANKLIN COUNTY AND
/ \ \ 10474 S.F. I I I I UNITED STATES POSTAL SERVICE REGULATIONS. AT LEAST ONE (1) CBU SHALL BE INSTALLED
12936 S.F. \ \ I 14096 S.F. > 10405 S.F. ALONG WITH THE FIRST PHASE OF DEVELOPMENT.
/ M 11868 S.F. I I
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\ � 5 /' EASEMENT \ f I (TYP.) - - J I - - - - 40'X 65' 40'X 70' I I COMMON OPEN SPACE AND SHARED COMMUNITY FACILITIES.
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\ \ \ 13827 S.F. \ \ \ 20. AS PART OF THE CONSTRUCTION DRAWING PHASE, A LANDSCAPE PLAN WILL BE
\ ii G O \ J PROVIDED IN ACCORDANCE WITH ARTICLE 14 OF THE FRANKLIN COUNTY UDO.
\ 24" VALLEY CU6
\ \ \ & GUTTER (-11P.).
t R I j _j ' , r. D 21. AS PART OF THE CONSTRUCTION DRAWING PHASE AND PRIOR TO THE RECORDING O F
N THE FINAL PLAT, A PAYMENT IN LIEU OF LAND DEDICATION SHALL BE REQUIRED IN
n ACCORDANCE WITH ARTICLE 31 OF THE LIDO.
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\ \ \ o +o MSUBDIVISION. ALL PAVEMENT, CURB AND GUTTER, AND SIDEWALKS SHALL MEET THE
N \ \ \ \ g 8 R?�S m ALIGNMENT OF THE FOREST CITY ELEMENTS. ROAD 'D' SHALL BE STUBBED TO BOTH THE
O �� ADJOINING WHISPERING PINES SUBDIVISION AND TO THE VACANT PARCEL TO THE EAST.
CURB COORDINATION WITH THE WHISPERING PINES SUBDIVISION LAYOUT SHALL OCCUR DURING
\ \ -4 10567 S.F. 2 & GUTTERLYP.) - - _ a _ n a THE CONSTRUCTION DRAWING PHASE TO ENSURE PROPER ALIGNMENT OF ROADS, CURB
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ORIGINAL DATE:
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GRADING NOTES:
1. THIS PROPERTY IS SUBJECT TO ANY AND ALL APPLICABLE DEED RESTRICTIONS, EASEMENTS,
RIGHTS -OF -WAYS, UTILITIES AND COVENANTS WHICH ARE OF RECORD.
2. WORK AND MATERIALS SHALL CONFORM TO THE LATEST EDITION OF THE FRANKLIN COUNTY CODE OF
ORDINANCES AND NORTH CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS.
3. CONTRACTOR IS RESPONSIBLE AT CONTRACTOR'S EXPENSE FOR ENSURING AND OBTAINING ALL NECESSARY
PERMITS AND APPROVALS PRIOR TO CONSTRUCTION. THESE PERMITS MAY INCLUDE, BUT NOT LIMITED TO;
GRADING, DEMOLITION, BLASTING, ZONING, BUILDING, DRIVEWAY, DETENTION, SUBDIVISION SPECIAL USE,
WATER AND SEWER PERMITS AND APPROVALS.
4. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD
CONDITIONS WARRANT OFFSITE GRADING, WRITTEN PERMISSION MUST BE OBTAINED FROM THE ADJACENT
PROPERTY OWNER(S).
5. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR CONTACTING ALL APPROPRIATE UTILITIES AND ENSURING
THAT UTILITIES ARE LOCATED PRIOR TO THE COMMENCEMENT OF CONSTRUCTION ACCORDING TO NC STATE
LAW. CONTRACTOR SHALL VERIFY LOCATION AND DEPTHS OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION
6. CONTRACTOR SHALL PROVIDE A MINIMUM OF 48 HOURS NOTICE TO THE APPROPRIATE UTILITY SERVICE
PROVIDER PRIOR TO ANY INTERRUPTION OF AN EXISTING UTILITY.
7. WHEN UNDERGROUND OBSTRUCTIONS NOT SHOWN ON THE CONSTRUCTION DRAWINGS (ROCK, PIPING, ETC.)
ARE ENCOUNTERED, THE CONTRACTOR SHALL PROMPTLY REPORT THE CONFLICT TO THE OWNER'S ENGINEER.
ALL CHANGES MUST BE APPROVED IN WRITING BY THE ENGINEER BEFORE CONSTRUCTION CAN PROCEED.
8. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR REPAIR AND/OR REPLACEMENT OF ANY UTILITIES DAMAGED
DURING CONSTRUCTION.
9. CLEARING AND GRUBBING SHALL BE PERFORMED WITHIN THE LIMITS SHOWN ON THE PLANS. ALL TIMBER,
BRUSH ROOTS, STUMPS, TREES, OR OTHER VEGETATION CUT DURING THE CLEARING OPERATIONS SHALL
BECOME THE CONTRACTOR'S RESPONSIBILITY TO DISPOSE OF PROPERLY, AND SHALL BE EITHER REMOVED
FROM THE PROJECT SITE BY THE CONTRACTOR, OR SATISFACTORILY DISPOSED OF ON-SITE WITH APPROVAL
FROM THE OWNER.
10. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR PROPER REMOVAL OF ALL CONSTRUCTION WASTE AND
DEBRIS. ALL WASTE AND DEBRIS SHALL BE LEGALLY DISPOSED AT AN OFFSITE LOCATION.
11. ROAD SHOULDERS, SWALES, BACK -OF -CURBS, AND CUT/FILL BANKS SHALL BE COMPLETELY DRESSED BY THE
CONTRACTOR AND SEEDED AS SOON AS POSSIBLE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
MAINTENANCE OF THESE AREAS UNTIL A PERMANENT STAND OF GRASS IS ESTABLISHED.
12. CUT AND FILL SLOPES OF ANY AREA SHALL NOT EXCEED THE RATIO OF 2:1, UNLESS NOTED OTHERWISE.
13. STREETS SHALL BE GRADED IN ACCORDANCE WITH THE LINES AND GRADE SET BY THE ENGINEER. BEFORE
PLACING CURB AND GUTTER OR BASE ON THE GRADED SUBGRADE, THE SUBGRADE SHALL BE COMPACTED TO
100% PER ASTM D698 FOR A DEPTH OF TWELVE (12) INCHES, 95% GREATER THAN TWELVE (12) INCHES, AND THEN
SHALL BE PROOF ROLLED IN THE PRESENCE OF THE ENGINEER. PLACES THAT ARE FOUND TO BE LOOSE, SOFT,
OR COMPOSED OF UNSUITABLE MATERIALS, WHETHER IN THE SUBGRADE OR BELOW IT, MUST BE DUG OUT AND
REFILLED WITH SUITABLE MATERIAL. ALL EMBANKMENTS OR FILLS SHALL BE MADE IN SIX-INCH VERTICAL LIFTS
OF SUITABLE MATERIAL. THE FILL SHALL BE ROLLED WITH A SHEEPS-FOOT ROLLER AFTER EACH LIFT, FOLLOWED
BY A WHEEL ROLLER, EACH WEIGHING NOT LESS THAN TEN (10) TONS.
14. THE STONE BASE SHALL BE COMPACTED TO 100% OF THE MAXIMUM DENSITY OBTAINABLE WITH THE
MODIFIED PROCTOR TEST (AASHTO-T180) BY ROLLING WITH RING OR TAMPING ROLLER OR WITH A PNEUMATIC
TIRED ROLLER WITH A MINIMUM WEIGHT OF TEN TONS. WHEN COMPLETED, THE BASE COURSE SHALL BE
SMOOTH, HARD, DENSE, UNYIELDING AND WELL BONDED.
15. SIDEWALKS SHALL BE CONSTRUCTED OF NOT LESS THAN 3,600 PSI CONCRETE AND SHALL BE 4 -INCHES
THICK, CONSTRUCTED ON AN ADEQUATELY GRADED BASE. SUBGRADE SHALL BE COMPACTED TO 95% OF THE
MAXIMUM DENSITY OBTAINABLE WITH THE STANDARD PROCTOR TEST. THE SURFACE OF THE SIDEWALK SHALL
BE STEEL TROWEL AND LIGHT BROOM FINISHED AND CURED WITH ACCEPTABLE CONCRETE CURING COMPOUND.
TOOLED JOINTS SHALL BE PROVIDED AT INTERVALS OF NOT LESS THAN FIVE (5) FEET AND EXPANSION JOINTS AT
INTERVALS OF NOT MORE THAN FORTY-FIVE (45) FEET. THE SIDEWALK SHALL HAVE A LATERAL SLOPE OF
ONE-QUATER (1/4) INCH PER FOOT.
16. FILL EMBANKMENTS SHALL BE FORMED OF SUITABLE MATERIAL PLACED IN SUCCESSIVE LAYERS NOT TO
EXCEED MORE THAN SIX (6) INCHES IN DEPTH FOR THE FULL WIDTH OF THE CROSS-SECTION, INCLUDING THE
WIDTH OF THE SLOPE AREA. NO STUMPS, TREES, BRUSH, RUBBISH OR OTHER UNSUITABLE MATERIALS OR
SUBSTANCES SHALL BE PLACED IN THE EMBANKMENT. EACH SUCCESSIVE SIX (6) INCH LAYER SHALL BE
THOROUGHLY COMPACTED BY THE SHEEPS-FOOT TAMPING ROLLER, 10 -TON POWER ROLLER,
PNEUMATIC -TIRED ROLLER, OR OTHER METHODS APPROVED BY THE ENGINEER. EMBANKMENTS OVER AND
AROUND ALL PIPE CULVERTS SHALL BE OF SELECT MATERIAL, PLACED AND THOROUGHLY TAMPED AND
COMPACTED AS DIRECTED BY THE ENGINEER.
17. ALL BACKFILL SHALL BE OF LOW PLASTICITY, FREE FROM ROOTS, VEGETATIVE MATTER, WASTE,
CONSTRUCTION MATERIAL, AND OTHER OBJECTIONABLE MATERIAL. SAID MATERIAL SHALL BE CAPABLE OF BEING
COMPACTED BY MECHANICAL MEANS AND THE MATERIAL SHALL HAVE NO TENDENCY TO FLOW OR BEHAVE IN A
PLASTIC MANNER UNDER THE TAMPING BLOWS OR PROOF ROLLING.
18. THE CONCRETE CURB AND GUTTER SHALL BE CONSTRUCTED ACCORDING TO THE LINES AND GRADES
ESTABLISHED BY THE ENGINEER.
19. IN ORDER TO ENSURE PROPER DRAINAGE, CURB SHALL HAVE A MINIMUM OF 0.50% SLOPE, UNLESS SPILL
CURB IS INDICATED ON THE PLANS. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING POSITIVE DRAINAGE
AT ALL INTERSECTIONS. SPECIAL CARE MUST BE TAKEN AT LOCATIONS WHERE SPILL CURB IS INDICATED.
20. ALL PROPOSED GRADES SHOWN ON THESE PLANS ARE FINAL GRADES. CONTRACTOR SHALL BE
RESPONSIBLE FOR DETERMINING THE APPROPRIATE SUBGRADE ELEVATIONS.
RETAINING WALL NOTES:
1. CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING ALL RETAINING WALLS DESIGNED AND SEALED BY A
PROFESSIONAL ENGINEER, REGISTERED IN THE STATE OF NORTH CAROLINA, WHO IS EXPERIENCED AND
QUALIFIED IN SUCH WORK.
2. CONTRACTOR IS RESPONSIBLE FOR OBTAINING A BUILDING PERMIT FOR RETAINING WALL CONSTRUCTION
PER STATE AND LOCAL BUILDING CODES.
3. CONTRACTOR AND CONTRACTOR'S REGISTERED PROFESSIONAL ENGINEER ARE RESPONSIBLE FOR
VERIFYING THE DESIGN SOIL PARAMETERS INDICATED IN THE GEOTECHNICAL REPORT. THESE VALUES
INCLUDE, BUT NOT LIMITED TO: FRICTION ANGLE (PHI), COHESION COEFFICIENT (C), SOIL UNIT WEIGHT, SOIL
CLASSIFICATION, AND RECOMMENDED LATERAL EARTH PRESSURE COEFFICIENTS FOR REINFORCED ZONE
SOIL, RETAINED ZONE SOIL, AND FOUNDATION ZONE SOIL COMPONENTS AS DETERMINED FROM THE
FOLLOWING LABORATORY TESTS:
A. STANDARD PROCTOR
B. ATTERBERG LIMITS
C. GRAIN SIZE ANALYSIS
D. TRIAXIAL SHEAR
4. CONTRACTOR AND CONTRACTOR'S REGISTERED PROFESSIONAL ENGINEER ARE RESPONSIBLE FOR
PERFORMING OR CAUSING TO BE PERFORMED ANY REQUIRED TESTS, STUDIES, ANALYSES, ETC THAT MAY BE
NEEDED TO SUPPORT THE DESIGN OF THE RETAINING WALLS - MINIMUM REQUIREMENTS INCLUDE THE
FOLLOWING:
A. GLOBAL STABILITY
B. SLIDING
C. OVERTURNING
D. ECCENTRICITY
E. BEARING FAILURE
F. EXCESSIVE SETTLEMENT
G. INTERNAL STABILITY
H. OUTSIDE INFLUENCING FORCES INCLUDED IN DESIGN
5. CONTRACTOR AND CONTRACTOR'S REGISTERED PROFESSIONAL ENGINEER MAY NOT EXCLUDE OR ASSIGN TO
OTHERS ANY OF THE OBLIGATIONS OR ITEMS NOTED ABOVE.
6. A STATEMENT OF SPECIAL INSPECTIONS SHALL BE SUBMITTED BY THE CONTRACTOR'S PROFESSIONAL
ENGINEER RESPONSIBLE FOR THE RETAINING WALL DESIGN AS A CONDITION FOR PERMIT ISSUANCE IN
ACCORDANCE WITH THE SPECIAL INSPECTION REQUIREMENTS OF THE NORTH CAROLINA STATE BUILDING
CODE.
7. A FINAL REPORT OF SPECIAL INSPECTIONS, DOCUMENTING THE COMPLETION OF ALL SPECIAL INSPECTIONS
AND CONFIRMING THE CORRECTION OF ANY DISCREPANCIES, SHALL BE SUBMITTED PRIOR TO ISSUANCE OF A
CERTIFICATE OF USE AND OCCUPANCY.
8. OWNER SHALL BE RESPONSIBLE FOR HAVING A PROFESSIONAL ENGINEER, REGISTERED IN THE STATE OF
NORTH CAROLINA, CERTIFY THAT THE RETAINING WALL(S) WERE BUILT IN CONFORMANCE WITH THE
RETAINING WALL DRAWINGS, THESE SPECIFIC NOTES, AND THE CONSTRUCTION DOCUMENTS.
9. CONTRACTOR SHALL INSTALL FENCING ALONG THE TOP OF RETAINING WALLS. FENCE TYPE, LENGTH AND
HEIGHT SHALL BE PER DEVELOPER SPECIFICATIONS.
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Call before you dig.
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Know what's below.
Call before you dig. PROJECT MANAGER: SM
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GRAPHIC SCALE GRAPHIC SCALE DRAWN BY: RDD
4' 0 2' 4' 8' 16' 40' 0 20' 40' 80' 160' PROJECT NUMBER: DU 16.400
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Know what's below.
Call before you dig. PROJECT MANAGER: SM
DESIGNED BY: SLH
GRAPHIC SCALE GRAPHIC SCALE DRAWN BY: RDD
4' 0 2' 4' a' 16' 40' 0 20' 40' 80' 160' PROJECT NUMBER: DU16.400
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3. RIM ELEVATION FOR JUNCTION BOXES (JB) = TOP CENTER OF MANHOLE COVER. PROJECT INFORMATION
Know what's below.
Call before you dig. PROJECT MANAGER: SM
DESIGNED BY: SLH
GRAPHIC SCALE GRAPHIC SCALE DRAWN BY: RDD
4' 0 2' 4' 8' 16' 40' 0 20' 40' 80' 160' PROJECT NUMBER: DU 16.400
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3. RIM ELEVATION FOR JUNCTION BOXES (JB) = TOP CENTER OF MANHOLE COVER. PROJECT INFORMATION
Know what's below.
Call before you dig. PROJECT MANAGER: SM
DESIGNED BY: SLH
GRAPHIC SCALE GRAPHIC SCALE DRAWN BY: RDD
4' 0 2' 4' a' 16' 40' 0 20' 40' 80' 160' PROJECT NUMBER: DU16.400
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Know what's below.
Call before you dig. PROJECT MANAGER: SM
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GRAPHIC SCALE GRAPHIC SCALE DRAWN BY: RDD
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Know what's below.
Call before you dig. PROJECT MANAGER: SM
DESIGNED BY: SLH
GRAPHIC SCALE GRAPHIC SCALE DRAWN BY: RDD
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Know what's below.
Call before you dig. PROJECT MANAGER: SM
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GRAPHIC SCALE GRAPHIC SCALE DRAWN BY: RDD
4' 0 2' 4' 8' 16' 40' 0 20' 40' 80' 160' PROJECT NUMBER: DU 16.400
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Know what's below.
Call before you dig. PROJECT MANAGER: SM
DESIGNED BY: SLH
GRAPHIC SCALE GRAPHIC SCALE DRAWN BY: RDD
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Know what's below.
Call before you dig. PROJECT MANAGER: SM
DESIGNED BY: SLH
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Know what's below.
Call before you dig. PROJECT MANAGER: SM
DESIGNED BY: SLH
GRAPHIC SCALE GRAPHIC SCALE DRAWN BY: RDD
4' 0 2' 4' 8' is' 40' 0 20' 40' 80' iso' PROJECT NUMBER: DU 16.400
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IN CASE OF CONFLICT WITH STORM PIPES, CONTRACTOR TO DIP THE WATERLINE BELOW THE 1. RIM ELEVATION FOR CATCH BASINS (CB) = FRONT CENTER OF GRATE AT EDGE OF PAVEMENT. V
STORM TO MAINTAIN A MINIMUM 18" VERTICAL CLEARANCE BETWEEN THE UTILITIES. 2. RIM ELEVATION FOR DROP INLETS (DI) = TOP CENTER OF GRATE. ,
3. RIM ELEVATION FOR JUNCTION BOXES (JB) = TOP CENTER OF MANHOLE COVER. , o PROJECT INFORMATION
PROJECT MANAGER: SM
DESIGNED BY: SLH
GRAPHIC SCALE GRAPHIC SCALE Know what'sb@IOw. DRAWN BY: RDD
0111 before you dig.
PROJECT NUMBER: DU16.400
4' 0 2' 4' 8' 16' 40' 0 20' 40' 80' 160'
ORIGINAL DATE: 12/08/2016
SHEET:
( IN FEET) ( IN FEET) C3.20
VERTICAL SCALE 1 inch = 40 ft.
1 inch = 4 ft.
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PROP. 2.5" PVC INVERTED WATER
TOP OF POND = 293.50'
QUALITY ORIFICE/PIPE. END OF -
I SIZE
GRATE SHALL BE
DEEP POOL PLANTS (281.0 TO 286.0)
PERMANENT WATER ELEVATION
RECESSEDINTO
GALVANIZED SQ. GRATE W/
4'X4' SQUARE
PRECAST STRUCTURE
HINGED ACCESS DOOR
INSIDE
AND FLUSH WITH TOP
(SEE DETAIL THIS SHEET)
I 2"x5" PLUG
OF BOX
TOP OF CONTROL STR. = 290.50'
STORMWATER STORAGE
36" WIDE WEIR
ELEV. 291.99
NYMPHAEA ODORATA
ELEV. = 288.00'
s�oA
E
WATER QUALITY ORIFICE
WATER QUALITY ELEV. = 287.89'
HEADWALL(SEE PLAN
2.5"(I.D.) SCH.40 PVC (OR
VIEW THIS SHEET)
NEEDED, UNTIL THE PLANTS BECOME ESTABLISHED (COMMONLY SIX WEEKS).
APPROVED EQUAL) WITH
PERM. WATER ELEV. = 2_86.50'
HIBISCUS MOSCHEUTOS
45 -DEGREE ELBOW - INV. = 286.50'
PERM. WATER ELEV. = 286.50'
_
EPDXY COATED STEPS
10' LITTORAL SHELF OoF
PROP. RIP RAP APRON
CAST INTO SIDE OF
(SEE PLAN VIEW THIS SHEET)
3:1 SLOPE STABILIZED I I=III=III=I I I=I I=I
STRUCTURE @ 14" O.C.
TO POND BOTTOM
JUEFo00
MAX
1 J U N C U S E F F U S U S
SOFT RUSH
PROP.36" RCP
050.C.
740.0 SF
INV. OUT 283.50'
OPERATION AND MAINTENANCE SHOULD BE KEPT IN A KNOWN SET LOCATION AND MUST BE
\\
AVAILABLE UPON REQUEST.
�
II ))
PROP. 2.5'X 7' SQUARE
SAURURUS CERNUUS
(( 1 1
CONCRETE ANTI -FLOTATION
BOTTOM OF POND FOR WATER STORAGE ELEV. = 281.0'
E \ \� /
PAD
BOTTOM OF POND SLOPE MIN. 2% -
j�
TICKSEED SUNFLOWER
2"x5" PLUG
2' O.C.
361.0 SF
BOTTOM OF POND FOR SEDIMENT
`
PONTADERIA CORDATA
STORAG
1
V O.C.
CONTROL STRUCTURE ELEVATION DETAIL
SCPU
30"X30" ACCESS DOOF
STEPS
TOP VIEW OF GRATE
TOP OF POND = 293.5'
10' LITTORAL -
SHELF 1:10 - -
3_I
TOP OF CONTROL STR. = 290.50' p 1
WATER QUALITY ELEV. = 287.89'
I I
I I, PROP. TOP OF LITTORAL SHELF ELEV. = 287.00'
i
PERM. WATER ELEV. = 286.50' n I°� i PROP. PERM. WATER ELEV. = 286.50'
PROP. BOTTOM OF LITTORAL SHELF ELEV. = 286.00'
ELEV. = 285.50' I
:I I
PROP. 2.5" PVC INVERTED WATER 1
QUALITY ORIFICE/PIPE. END OF PIPE ,I
SHALL BE V BELOW PERMANENT
WATER ELEVATION I I
(SEE DETAIL THIS SHEET) I I PROP. 36" RCP W/ O-RING
I GASKETS AT 0.71 % /I
BOTTOM OF POND FOR WATER STORAGE ELEV. = 281.0' I I (SEE PLAN VIEW THIS SHEET)
(BOTTOM _OFPOND _SLOPE _MIN. 2_%)------------------ L_T_---�,-
PROP. CONCRETE ANTI -SEEP
BOTTOM OF POND FOR SEDIMENT STORAGE ELEV. = 280.0' COLLAR LOCATION PER PLAN.
° COLLAR SHALL EXTEND 12"
• ° BEYOND THE OUTSIDE WALL
OF PIPE. COVERCONTROL STRUCTURE SECTION DETAIL COLLAR SHALL BE2.5MEN. SCALE
WET POND A DETAIL
PROP. SEDIMENT FOREBAY PROP. MAIN POND -J
PROP. 2.5' X 7' SQUARE_
ANTI -FLOTATION PAD
PROP. BACK OF
CONTROL STR.
LOCATED AT TOE
OF 10:1 SLOPE
PROP. OUTLET PIPE
(SEE PLAN VIEW THIS SHEET)
WET POND A PROFILE
- 6"
PROP. CONTROL STR. W/ TRASH
RACK. 6" MIN. FREEBOARD FROM
WATER QUALITY ELEV. 287.89'
TOP OF CONTROL STR. ELEV.=290.50'
PROP. LITTORAL SHELF
-W/ WETLAND PLANTINGS
10' MIN. WIDTH
6" FREEBOARD l
PROP. TOP OF BERM=293.5'
PROP. EMERGENCY
SPILLWAY ELEV.=292.0'
(SEE DETAIL THIS SHEET)
BMP MAINTENANCE EASEMENT
10' OFFSET FROM
SLOPE BREAK
LPROP. RIP -RAP
APRON (SEE PLAN
VIEW THIS SHEET)
PROP. ANTI -SEEP
SCALE
CLASS 1 RIP -RAP 15" MINIMUM.
HEIGHT OF RIP -RAP ON BERM SHALL
NOT EXCEED EL. 287.5-
3'
LEVEL
WATER5�I9LLTY�LEY..= 2�Tr: O WATER QUALITY FI�F+V�- 28.Z$2
PERM. WATER ELEV. = 286.50' ��PERM. WATER ELEV= 286 50' PROP. MIRAFI 50OX
� OR EQUIVALENT
� I WOVEN FILTER
1 IIID II I I �` MAIN POOL FABRIC LINER
I 3 RIP -RAP SHALL EXTEND
FOREBX` I- 1
-1��-11 I II)11==JIj TO BOTTOM OF MAIN
PROP. SEDIMENT11 II -III -III- POND BAY
BOTTOM OF FOREBAY ELEV - 282.00'- III -111-
STORAGE AREA - -
(NO PLANTING ALLOW
IN THIS AREA) -
LITTORAL SHELF DETAIL
PROP. 6" GATE VALVE- PROP. 6" DIP
FOREBAY DRAIN PIPE
INV. I N=282.00'
INV. OUT=281.00'
FOREBAY BERM SECTION
TOP OF BERM=293.5'
TOP
EMBANKMENT FILL MATERIALS
1. BORROW MATERIAL SHALL BE CLASSIFIED AS ML, MH, CL OR CH SOILS ACCORDING TO THE
UNIFIED SOIL CLASSIFICATION SYSTEM (ASTM D2487) OR ANY MIXTURE OF THESE SOILS.
2. MATERIAL SHALL BE FREE OF TOPSOIL, ORGANIC MATERIAL, ROOTS, STUMPS, BRUSH,
ROCKS LARGER THAN 3 INCHES, SUBSOIL, DEBRIS, VEGETATION AND OTHER FOREIGN
MATERIAL.
3. ALL MATERIAL CLODS SHALL BE BROKEN DOWN WITH TILLERS AND/OR DISCS TO PROVIDE
HOMOGENEOUS SOIL THAT IS FREE OF CLAY CLODS GREATER THAN 3 INCHES IN DIAMETER.
EMBANKMENT CONSTRUCTION
1. COMPACT SUBGRADE TO DENSITY REQUIREMENTS FOR SUBSEQUENT FILL MATERIALS.
2. CUT OUT SOFT AREAS OF SUBGRADE NOT CAPABLE OF COMPACTION IN PLACE.
3. SCARIFY SUBGRADE SURFACE TO A DEPTH OF 6 INCHES.
4. PROOF ROLL SUBGRADE TO IDENTIFY SOFT SPOTS; FILL AND COMPACT TO DENSITY
EQUAL TO OR GREATER THAN REQUIREMENTS FOR SUBSEQUENT FILL MATERIAL.
5. EMBANKMENT FILL SHALL BE CONSTRUCTED AT 3 (HORIZONTAL) TO 1 (VERTICAL) OR AS
SHOWN ON THE CONSTRUCTION DRAWINGS. DEMONSTRATION OF APPROPRIATE SAFETY
FACTORS AGAINST FAILURE THROUGH GEOTECHNICAL ANALYSIS SHALL BE REQUIRED FOR
SLOPES STEEPER THAN 3:1.
6. FILL SOILS SHALL BE PLACED IN LOOSE LIFTS NOT TO EXCEED 8 INCHES IN THICKNESS
AND BE COMPACTED TO A MINIMUM OF 95 PERCENT OF THE SOILS STANDARD PROCTOR
(ASTM D698) MAXIMUM DRY DENSITY, OR AS SPECIFIED ON THE CONSTRUCTION DRAWINGS.
7. COMPACTED MOISTURE CONTENT SHALL BE BETWEEN 3 PERCENT BELOW AND 3 PERCENT
ABOVE THE OPTIMUM MOISTURE CONTENT FOR ALL FILL PLACED, OR AS OTHERWISE
APPROVED BY THE ENGINEER.
8. FILL SOILS SHALL BE PLACED IN CONTINUOUS, HORIZONTAL LAYERS FROM ABUTMENT TO
ABUTMENT. EXISTING SLOPES GREATER THAN 4 (HORIZONTAL TO 1 (VERTICAL) SHALL BE
BENCHED TO PROMOTE BONDING OF NEWLY PLACED FILL WITH EXISTING SOILS. BENCHING
SHALL BE PERFORMED AT A MAXIMUM OF 2 FEET VERTICAL INTERVALS AND SHALL EXTEND A
MINIMUM OF 4 FEET HORIZONTALLY OR AS SPECIFIED ON THE CONSTRUCTION DRAWINGS.
9. FILL AGAINST SUPPORTED STRUCTURES. DO NOT FILL AGAINST UNSUPPORTED
STRUCTURES.
10. PLACE FILL SIMULTANEOUSLY ON EACH SIDE OF UNSUPPORTED STRUCTURES UNTIL
SUPPORTS ARE IN PLACE.
11. PLACE A MINIMUM OF 6 INCHES OF TOPSOIL ACROSS THE DAM EMBANKMENT TO
PROMOTE VEGETATIVE GROWTH.
12. FILL OF THE CULVERTS SHALL BE PLACED AND COMPACTED IN 6 -INCH THICK LOOSE LIFTS
AROUND THE OUTLET STRUCTURE AND ABOVE THE CULVERTS.
13. COMPACTION SHALL BE PERFORMED BY HAND TAMPERS OR SMALL HAND OPERATED
COMPACTORS.
14. COMPACTION SHALL BE AT A MINIMUM 95 PERCENT OF THE STANDARD PROCTOR (ASTM
D698) MAXIMUM DRY DENSITY. COMPACTED MOISTURE CONTENT SHALL BE BETWEEN 3
PERCENT BELOW AND 3 PERCENT ABOVE THE OPTIMUM MOISTURE CONTENT FOR ALL FILL
PLACED OR AS OTHERWISE APPROVED BY THE ENGINEER.
FIELD QUALITY CONTROL
1. PERFORM LABORATORY MATERIAL TESTS IN ACCORDANCE WITH ASTM D422, ASTM D698,
ASTM D2216 AND ASTM D4318.
2. TEST AT A FREQUENCY OF EVERY 500 CUBIC YARDS OF EMBANKMENT FILL MATERIAL
PLACED, WHEN MATERIALS USED FOR EMBANKMENT FILL CHANGE, AND/OR AS DIRECTED BY
THE ENGINEER.
3. SAMPLE SIZE SHALL BE 50 LB.
4. PERFORM IN PLACE COMPACTION TESTS IN ACCORDANCE WITH ASTM D1556 OR ASTM
D2937 AND NATURAL MOISTURE CONTENT TEST IN ACCORDANCE WITH ASTM D2216.
5. FREQUENCY OF COMPACTION/NATURAL MOISTURE CONTENT TESTS:
EMBANKMENT FILL: EACH LIFT SHALL BE TESTED AT A MINIMUM FREQUENCY OF 1 PER
2,500 SQ. FT.
PIPE INSTALLATION: EACH LIFT SHALL BE TESTED AT A MINIMUM FREQUENCY OF 1 PER
30 LF OF PIPE
6. WHEN TESTS INDICATE WORK DOES NOT MEET SPECIFIED REQUIREMENTS, REMOVE
WORK, REPLACE AND RETEST.
ABBR.
PROP. 2.5" PVC INVERTED WATER
BOTANICAL NAME
QUALITY ORIFICE/PIPE. END OF -
I SIZE
PIPE SHALL BE 1' BELOW
DEEP POOL PLANTS (281.0 TO 286.0)
PERMANENT WATER ELEVATION
BMP MAINTENANCE EASEMENT
(SEE DETAIL THIS SHEET)
10' OFFSET FROM
SALA
SLOPE BREAK
PROP. FOREBAY BERM
1 SAGITTARIA LATIFOLIA
(SEE DETAIL THIS SHEET)
I 2"x5" PLUG
PROP. 100 YEAR EVENT
1290.0 SF
STORMWATER STORAGE
-EIE-E I E-EIE-EIE-IIE I 1 I-
ELEV. 291.99
NYMPHAEA ODORATA
WHITE WATER LILY
s�oA
6" MIN. FR
PROP. F.E.S OR F
SHALLOW WATER PLANTS (286.0 TO 286.5)
HEADWALL(SEE PLAN
_ _ WATER QUALITY ELEV. = 287.89' 7
VIEW THIS SHEET)
NEEDED, UNTIL THE PLANTS BECOME ESTABLISHED (COMMONLY SIX WEEKS).
III -III -III -I
PERM. WATER ELEV. = 2_86.50'
HIBISCUS MOSCHEUTOS
MARSH MALLOW
PROP. INLET PIPE
10:1 SLOPE
(SEE PLAN VIEW THIS SHEET)
10' LITTORAL SHELF OoF
PROP. RIP RAP APRON
1 IRIS VIRGINICA
(SEE PLAN VIEW THIS SHEET)
3:1 SLOPE STABILIZED I I=III=III=I I I=I I=I
V O.C.
TO POND BOTTOM
PROP. SEDIMENT FOREBAY PROP. MAIN POND -J
PROP. 2.5' X 7' SQUARE_
ANTI -FLOTATION PAD
PROP. BACK OF
CONTROL STR.
LOCATED AT TOE
OF 10:1 SLOPE
PROP. OUTLET PIPE
(SEE PLAN VIEW THIS SHEET)
WET POND A PROFILE
- 6"
PROP. CONTROL STR. W/ TRASH
RACK. 6" MIN. FREEBOARD FROM
WATER QUALITY ELEV. 287.89'
TOP OF CONTROL STR. ELEV.=290.50'
PROP. LITTORAL SHELF
-W/ WETLAND PLANTINGS
10' MIN. WIDTH
6" FREEBOARD l
PROP. TOP OF BERM=293.5'
PROP. EMERGENCY
SPILLWAY ELEV.=292.0'
(SEE DETAIL THIS SHEET)
BMP MAINTENANCE EASEMENT
10' OFFSET FROM
SLOPE BREAK
LPROP. RIP -RAP
APRON (SEE PLAN
VIEW THIS SHEET)
PROP. ANTI -SEEP
SCALE
CLASS 1 RIP -RAP 15" MINIMUM.
HEIGHT OF RIP -RAP ON BERM SHALL
NOT EXCEED EL. 287.5-
3'
LEVEL
WATER5�I9LLTY�LEY..= 2�Tr: O WATER QUALITY FI�F+V�- 28.Z$2
PERM. WATER ELEV. = 286.50' ��PERM. WATER ELEV= 286 50' PROP. MIRAFI 50OX
� OR EQUIVALENT
� I WOVEN FILTER
1 IIID II I I �` MAIN POOL FABRIC LINER
I 3 RIP -RAP SHALL EXTEND
FOREBX` I- 1
-1��-11 I II)11==JIj TO BOTTOM OF MAIN
PROP. SEDIMENT11 II -III -III- POND BAY
BOTTOM OF FOREBAY ELEV - 282.00'- III -111-
STORAGE AREA - -
(NO PLANTING ALLOW
IN THIS AREA) -
LITTORAL SHELF DETAIL
PROP. 6" GATE VALVE- PROP. 6" DIP
FOREBAY DRAIN PIPE
INV. I N=282.00'
INV. OUT=281.00'
FOREBAY BERM SECTION
TOP OF BERM=293.5'
TOP
EMBANKMENT FILL MATERIALS
1. BORROW MATERIAL SHALL BE CLASSIFIED AS ML, MH, CL OR CH SOILS ACCORDING TO THE
UNIFIED SOIL CLASSIFICATION SYSTEM (ASTM D2487) OR ANY MIXTURE OF THESE SOILS.
2. MATERIAL SHALL BE FREE OF TOPSOIL, ORGANIC MATERIAL, ROOTS, STUMPS, BRUSH,
ROCKS LARGER THAN 3 INCHES, SUBSOIL, DEBRIS, VEGETATION AND OTHER FOREIGN
MATERIAL.
3. ALL MATERIAL CLODS SHALL BE BROKEN DOWN WITH TILLERS AND/OR DISCS TO PROVIDE
HOMOGENEOUS SOIL THAT IS FREE OF CLAY CLODS GREATER THAN 3 INCHES IN DIAMETER.
EMBANKMENT CONSTRUCTION
1. COMPACT SUBGRADE TO DENSITY REQUIREMENTS FOR SUBSEQUENT FILL MATERIALS.
2. CUT OUT SOFT AREAS OF SUBGRADE NOT CAPABLE OF COMPACTION IN PLACE.
3. SCARIFY SUBGRADE SURFACE TO A DEPTH OF 6 INCHES.
4. PROOF ROLL SUBGRADE TO IDENTIFY SOFT SPOTS; FILL AND COMPACT TO DENSITY
EQUAL TO OR GREATER THAN REQUIREMENTS FOR SUBSEQUENT FILL MATERIAL.
5. EMBANKMENT FILL SHALL BE CONSTRUCTED AT 3 (HORIZONTAL) TO 1 (VERTICAL) OR AS
SHOWN ON THE CONSTRUCTION DRAWINGS. DEMONSTRATION OF APPROPRIATE SAFETY
FACTORS AGAINST FAILURE THROUGH GEOTECHNICAL ANALYSIS SHALL BE REQUIRED FOR
SLOPES STEEPER THAN 3:1.
6. FILL SOILS SHALL BE PLACED IN LOOSE LIFTS NOT TO EXCEED 8 INCHES IN THICKNESS
AND BE COMPACTED TO A MINIMUM OF 95 PERCENT OF THE SOILS STANDARD PROCTOR
(ASTM D698) MAXIMUM DRY DENSITY, OR AS SPECIFIED ON THE CONSTRUCTION DRAWINGS.
7. COMPACTED MOISTURE CONTENT SHALL BE BETWEEN 3 PERCENT BELOW AND 3 PERCENT
ABOVE THE OPTIMUM MOISTURE CONTENT FOR ALL FILL PLACED, OR AS OTHERWISE
APPROVED BY THE ENGINEER.
8. FILL SOILS SHALL BE PLACED IN CONTINUOUS, HORIZONTAL LAYERS FROM ABUTMENT TO
ABUTMENT. EXISTING SLOPES GREATER THAN 4 (HORIZONTAL TO 1 (VERTICAL) SHALL BE
BENCHED TO PROMOTE BONDING OF NEWLY PLACED FILL WITH EXISTING SOILS. BENCHING
SHALL BE PERFORMED AT A MAXIMUM OF 2 FEET VERTICAL INTERVALS AND SHALL EXTEND A
MINIMUM OF 4 FEET HORIZONTALLY OR AS SPECIFIED ON THE CONSTRUCTION DRAWINGS.
9. FILL AGAINST SUPPORTED STRUCTURES. DO NOT FILL AGAINST UNSUPPORTED
STRUCTURES.
10. PLACE FILL SIMULTANEOUSLY ON EACH SIDE OF UNSUPPORTED STRUCTURES UNTIL
SUPPORTS ARE IN PLACE.
11. PLACE A MINIMUM OF 6 INCHES OF TOPSOIL ACROSS THE DAM EMBANKMENT TO
PROMOTE VEGETATIVE GROWTH.
12. FILL OF THE CULVERTS SHALL BE PLACED AND COMPACTED IN 6 -INCH THICK LOOSE LIFTS
AROUND THE OUTLET STRUCTURE AND ABOVE THE CULVERTS.
13. COMPACTION SHALL BE PERFORMED BY HAND TAMPERS OR SMALL HAND OPERATED
COMPACTORS.
14. COMPACTION SHALL BE AT A MINIMUM 95 PERCENT OF THE STANDARD PROCTOR (ASTM
D698) MAXIMUM DRY DENSITY. COMPACTED MOISTURE CONTENT SHALL BE BETWEEN 3
PERCENT BELOW AND 3 PERCENT ABOVE THE OPTIMUM MOISTURE CONTENT FOR ALL FILL
PLACED OR AS OTHERWISE APPROVED BY THE ENGINEER.
FIELD QUALITY CONTROL
1. PERFORM LABORATORY MATERIAL TESTS IN ACCORDANCE WITH ASTM D422, ASTM D698,
ASTM D2216 AND ASTM D4318.
2. TEST AT A FREQUENCY OF EVERY 500 CUBIC YARDS OF EMBANKMENT FILL MATERIAL
PLACED, WHEN MATERIALS USED FOR EMBANKMENT FILL CHANGE, AND/OR AS DIRECTED BY
THE ENGINEER.
3. SAMPLE SIZE SHALL BE 50 LB.
4. PERFORM IN PLACE COMPACTION TESTS IN ACCORDANCE WITH ASTM D1556 OR ASTM
D2937 AND NATURAL MOISTURE CONTENT TEST IN ACCORDANCE WITH ASTM D2216.
5. FREQUENCY OF COMPACTION/NATURAL MOISTURE CONTENT TESTS:
EMBANKMENT FILL: EACH LIFT SHALL BE TESTED AT A MINIMUM FREQUENCY OF 1 PER
2,500 SQ. FT.
PIPE INSTALLATION: EACH LIFT SHALL BE TESTED AT A MINIMUM FREQUENCY OF 1 PER
30 LF OF PIPE
6. WHEN TESTS INDICATE WORK DOES NOT MEET SPECIFIED REQUIREMENTS, REMOVE
WORK, REPLACE AND RETEST.
ABBR.
SYMB. QTY.
BOTANICAL NAME
ICOMMONNAME
I SIZE
I SPACING NOTES
DEEP POOL PLANTS (281.0 TO 286.0)
2. THE VEGETATION LOCATED ON THE VEGETATED SHELF MUST BE PROPERLY
TOP OF BERM=293.5'
MAINTAINED. BARE SPOTS, WEEDS, AND INVASIVE SPECIES SHOULD BE NOTED AND
3 _
1I�-���-���-
SALA
1 _
I -I - I I -III -III -I
73
1 SAGITTARIA LATIFOLIA
DUCK POTATO
I 2"x5" PLUG
2' O.C.
1290.0 SF
NULU31
-EIE-E I E-EIE-EIE-IIE I 1 I-
THE BASIN BOTTOMS AND THE SEDIMENT ACCUMULATION DEPTH MARKER. WHEN THE
NYMPHAEA ODORATA
WHITE WATER LILY
#SP4 CG
3' O.C.
271.0 SF
SHALLOW WATER PLANTS (286.0 TO 286.5)
VEGETATED SHELF AND PERIMETER OF THE BASIN SHOULD BE WATERED TWICE WEEKLY IF
NEEDED, UNTIL THE PLANTS BECOME ESTABLISHED (COMMONLY SIX WEEKS).
HIMO
V111111A 50
HIBISCUS MOSCHEUTOS
MARSH MALLOW
#SP4 CG
T O.C.
452.0 SF
IRVI
767
1 IRIS VIRGINICA
BLUE FLAG
2"x5" PLUG
V O.C.
767.0 SF
JUEFo00
000° 2405
1 J U N C U S E F F U S U S
SOFT RUSH
2"x5" PLUG
050.C.
740.0 SF
SHALLOW LAND PLANTS (286.5 TO 287.0)
OPERATION AND MAINTENANCE SHOULD BE KEPT IN A KNOWN SET LOCATION AND MUST BE
I.L
AVAILABLE UPON REQUEST.
�
SACE
o 00 92
SAURURUS CERNUUS
LIZARD'S TAIL
2"x5" PLUG
2' O.C.
369.0 SF
BIAR
91
BIDENS ARISTOSA
TICKSEED SUNFLOWER
2"x5" PLUG
2' O.C.
361.0 SF
POCO
717
PONTADERIA CORDATA
PICKERELWEED
2"x5" PLUG
V O.C.
717.0 SF
SCPU
160
SCRIPUS PUNGENS
COMMON THREESQUARE
2"x5" PLUG
2' O.C.
633.0 SF
UPLAND ZONE = 287.0' TO 293.0'
SHALLOW LAND ZONE = 286.5' TO 287.0'
SHALLOW WATER ZONE = 286.0' TO 286.5'
DEEP POOL ZONE = 281.0' TO 286.0'
DEEP POOL
I
_ PERM_WATER ELEV _286.5� _
TOP OF BERM=293.50' I PROP. SEDIMENT STORAGE AREA
(NO PLANTING ALLOW IN THIS AREA)
10'
SPILLWAY ELEVATION -292.00'
PROP. MIRAFI 50OX
OR EQUIVALENT
WOVEN FILTER
FABRIC LINER
PROP. CLASS "A" RIPRAP
(MINIMUM 1.0 FT THICK)
EMERGENCY SPILLWAY DETAIL
SCALE
WET POND A FOREBAY BERM, LITTORAL SHELF, & EMERGENCY SPILLWAY DETAIL
BOTTOM OF POND ELEV. = 281.00'
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SHALLOVISHALLOW
WATER I LAND
LITTOR L SHELF
1'
WET POND A PLANTING ZONES
�/ I
RIP RAP APRON
1 AT OUTFALL
151 17'W 24"D
BMP MAINTENANCE NOTES:
e i I I
I I I I I EMERGENC'
/SAM- I SPILLWAY
I FEMA 100 YEAR
FLOOD LINE (TYP.)
DRIP RAP APRON
AT OUTFALL
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( IN FEET )
1 inch = 20 ft.
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1. A PROGRAM OF MONITORING THE AQUATIC ENVIRONMENT OF A PERMANENT WET
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DETENTION BASIN SHOULD BE ESTABLISHED. ITEMS SUCH AS WATER CLARITY AND ALGAL
UPLAND
GROWTH SHOULD BE MONITORED REGULARLY.
RDD
2. THE VEGETATION LOCATED ON THE VEGETATED SHELF MUST BE PROPERLY
TOP OF BERM=293.5'
MAINTAINED. BARE SPOTS, WEEDS, AND INVASIVE SPECIES SHOULD BE NOTED AND
3 _
1I�-���-���-
REMEDIED AS SOON AS POSSIBLE TO PREVENT LARGER PROBLEMS.
1 _
I -I - I I -III -III -I
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3. CHEMICAL APPLICATION TO CONTROL WEEDS SHOULD BE CAREFULLY CONSIDERED
_-I
_-ITI=ITI-ITE=ITE-I
11 I -III-( I I -I I I -I I I -I I I -I I I -III -_I
AND MONITORED.
-I I I -E I I -E I I -III -I I I-III-IIE-I I I_
11 I -III -III-( I I=I I I -I I MIII-11 I-
4. SEDIMENT ACCUMULATION SHOULD BE MONITORED THROUGH VISUAL INSPECTION OF
-EIE-E I E-EIE-EIE-IIE I 1 I-
THE BASIN BOTTOMS AND THE SEDIMENT ACCUMULATION DEPTH MARKER. WHEN THE
I, ; III, -E I I -III- '
SPECIFIED DEPTH OF SEDIMENT HAS BEEN REACHED IN EITHER THE FOREBAY OR MAIN BASIN,
1
THE SEDIMENT SHOULD BE REMOVED AND DISPOSED OF PROPERLY.
5. IMMEDIATELY AFTER THE WET DETENTION BASIN IS ESTABLISHED, THE PLANTS ON THE
VEGETATED SHELF AND PERIMETER OF THE BASIN SHOULD BE WATERED TWICE WEEKLY IF
NEEDED, UNTIL THE PLANTS BECOME ESTABLISHED (COMMONLY SIX WEEKS).
6. NO PORTION OF THE WET DETENTION POND SHOULD BE FERTILIZED AFTER THE FIRST
W
INITIAL FERTILIZATION THAT IS REQUIRED TO ESTABLISH THE PLANTS ON THE VEGETATED
SHELF.
7. STABLE GROUNDCOVER SHOULD BE MAINTAINED IN THE DRAINAGE AREA TO REDUCE
THE SEDIMENT LOAD TO THE WET DETENTION BASIN.
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8. IF THE BASIN MUST BE DRAINED FOR AN EMERGENCY OR TO PERFORM MAINTENANCE,
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THE FLUSHING OF SEDIMENT THROUGH THE EMERGENCY DRAIN SHOULD BE MINIMIZED TO
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THE MAXIMUM EXTENT PRACTICAL.
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9. ONCE A YEAR, THE DAM SAFETY EXPERT SHOULD INSPECT THE EMBANKMENT.
SCALE
10. AFTER A WET DETENTION POND IS ESTABLISHED, IT SHOULD BE INSPECTED ONCE A
MONTH AND WITHIN 24 HOURS AFTER EVERY STORM EVENT GREATER THAN 1 ". RECORDS OF
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OPERATION AND MAINTENANCE SHOULD BE KEPT IN A KNOWN SET LOCATION AND MUST BE
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AVAILABLE UPON REQUEST.
DRIP RAP APRON
AT OUTFALL
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LICENSE NO. -
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PROJECT MANAGER:
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PROJECT NUMBER:
DU16.400
ORIGINAL DATE:
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PROJECT INFORMATION
PROJECT MANAGER:
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DESIGNED BY:
SLH
DRAWN BY:
RDD
PROJECT NUMBER:
DU16.400
ORIGINAL DATE:
12/08/2016
SHEET:
C3.21

30"X30" ACCESS DOOF
STEPS
=I
TOP VIEW OF GRATE
10' LITTORAL
SHELF 1:10
TOP OF CONTROL STIR. = 289.00' p
,I I
WATER QUALITY ELEV. = 286.41'
I I
a I• �
I I,
PERM. WATER ELEV. = 285.00' I I° • /
( I
ELEV. = 284.00' I
TOP OF POND =
!,Lon 1 11 1
-I II
PRO I .ITOP OF LITTORAL SHELF ELEV. = 285.50'
PROP. PERM. WATER ELEV. = 285.00'
PROP. BOTTOM OF LITTORAL SHELF ELEV. = 284.50'
PROP. 2.0" PVC INVERTED WATER
Y Y
TOP OF POND = 292.00'
Y
� WATER LITY ELEV. = 286._7'
SIZE
GRATE SHALL BE
RACK. 6" MIN. FREEBOARD FROM
,I I
RECESSEDINTO
GALVANIZED SQ. GRATE W/
4'x4' SQUARE
3
I{-1-1 * 1
- =
PRECAST STRUCTURE
HINGED ACCESS DOOR
INSIDE
WATER ELEVATION
AND FLUSH WITH TOP
I I I
N U L U
(SEE DETAIL THIS SHEET)
OF BOX
TOP OF CONTROL STIR. = 289.00'
PROP. 24" RCP W/ O-RING
3' O.C.
SLOPE BREAK
I I
GASKETS AT 1.28%
BOTTOM OF POND FOR WATER STORAGE ELEV. = 280.0'
I I
24" WIDE WEIR
(BOTTOM OF POND SLOPE MIN. 2%) -------------
HIBISCUS MOSCHEUTOS
L_T--- �'-.°
6" FREEBOARD
PROP. TOP OF BERM=292.0'
ELEV. = 286.50'
STORMWATER STORAGE
I
IRIS VIRGINICA
BLUE FLAG
PROP. CONCRETE ANTI -SEEP
WATER QUALITY ORIFICE
WATER QUALITY ELEV. = 286.41'
•
000° oo° 1740
JUNCUS EFFUSUS
COLLAR LOCATION PER PLAN.
2.0"(I.D.) SCH.40 PVC (OR
6" MIN. FREEBOARD
° • °
(SEE DETAIL THIS SHEET)
COLLAR SHALL EXTEND 12"
APPROVED EQUAL) WITH
BEYOND THE OUTSIDE WALL
CONTROL
STRUCTURE SECTION DETAIL
45 -DEGREE ELBOW - INV. = 285.0'
PERM. WATER ELEV. = 285.00'
I
COLLLAA R SHALL BE 2.5' MIN.
_
BMP MAINTENANCE EASEMENT
'
60
EPDXY COATED STEPS
TICKSEED SUNFLOWER
1 DOFFSET M
_ III -III -III -I I
PERM. WATER ELEV. = 2_85.00' _ _ _
_
SLOPE
SLOPE BREAK
CAST INTO SIDE OF
I I � �-� I II � OQF'
10:1
V O.C.
PROP. INLET PIPE
10:1 SLOPE S� 5� Oe
10'-0"
STRUCTURE @ 14" O.C.
(SEE PLAN VIEW THIS SHEET)
10LITTORAL SHELF �oF �'
2'0.C.
409.0 SF
�1
MAX
INV. OUT=280.0'
RIP RP APRON
I
PROP.24" RCP
(SEE PLANPVIEW HAS SHEET)3:1
SLOPE STABILIZED II I=I I I=III =III =III=III=III= 11 I I I
=I I I=I I III-- I I=III-I I III -I
INV.OUT281.50'
TO POND BOTTOM
PROP. SEDIMENT FOREBAY PROP. MAIN POND
PROP. 2.5' X 7' SQUARE
PROP. 25X I- UARE
PROP. RIP -RAP
( 1 1
CONCRETE ANTI -FLOTATION
BOTTOM OF POND STORAGE ELEV. = 280.0'
I
��\
PAD
(BOTTOM OF POND SLOOP_E_MIN 2
\ `- /
CONTROL STIR.
BOTTOM OF POND FOR SEDIMENT
LOCATED AT TOE
PROP. ANTI -SEEP
OF 10:1 SLOPE
°
7 '
CONTROL STRUCTURE ELEVATION DETAIL
30"X30" ACCESS DOOF
STEPS
=I
TOP VIEW OF GRATE
10' LITTORAL
SHELF 1:10
TOP OF CONTROL STIR. = 289.00' p
,I I
WATER QUALITY ELEV. = 286.41'
I I
a I• �
I I,
PERM. WATER ELEV. = 285.00' I I° • /
( I
ELEV. = 284.00' I
TOP OF POND =
!,Lon 1 11 1
-I II
PRO I .ITOP OF LITTORAL SHELF ELEV. = 285.50'
PROP. PERM. WATER ELEV. = 285.00'
PROP. BOTTOM OF LITTORAL SHELF ELEV. = 284.50'
PROP. 2.0" PVC INVERTED WATER
PROP. 2.0" PVC INVERTED WATER
:I I
I I
� WATER LITY ELEV. = 286._7'
SIZE
QUALITY ORIFICE/PIPE. END OF PIPE
RACK. 6" MIN. FREEBOARD FROM
,I I
WOVEN FILTER
PIPE SHALL BE 1' BELOW
SHALL BE V BELOW PERMANENT
3
I{-1-1 * 1
- =
RIP -RAP SHALL EXTEND
TO BOTTOM OF MAIN
POND BAY
PERMANENT WATER ELEVATION
TOP OF CONTROL STIR. ELEV.=289.0'
WATER ELEVATION
BMP MAINTENANCE EASEMENT
I I I
N U L U
(SEE DETAIL THIS SHEET)
10' OFFSET FROM
I I
PROP. 24" RCP W/ O-RING
3' O.C.
SLOPE BREAK
I I
GASKETS AT 1.28%
BOTTOM OF POND FOR WATER STORAGE ELEV. = 280.0'
I I
(SEE PLAN VIEW THIS SHEET)
(BOTTOM OF POND SLOPE MIN. 2%) -------------
HIBISCUS MOSCHEUTOS
L_T--- �'-.°
6" FREEBOARD
PROP. TOP OF BERM=292.0'
424.0 SF
STORMWATER STORAGE
539
IRIS VIRGINICA
BLUE FLAG
PROP. CONCRETE ANTI -SEEP
BOTTOM OF POND FOR SEDIMENT STORAGE ELEV. = 279.0'
PROP. EMERGENCY
•
000° oo° 1740
JUNCUS EFFUSUS
COLLAR LOCATION PER PLAN.
2"x5" PLUG
6" MIN. FREEBOARD
° • °
(SEE DETAIL THIS SHEET)
COLLAR SHALL EXTEND 12"
BEYOND THE OUTSIDE WALL
CONTROL
STRUCTURE SECTION DETAIL
PIPE. COVER OVER
LIZARD'S TAIL
VIEW THIS SHEET)
COLLLAA R SHALL BE 2.5' MIN.
WET POND B DETAIL
SCALE
PROP. OUTLET PIPE
(SEE PLAN VIEW THIS SHEET)
WET POND B PROFILE
SCALE
CLASS 1 RIP -RAP 15" MINIMUM
3'
LEVEL
WATER QUALITY �� 28641,
PERM. WATER ELEV. = 285.00'
1 I1=1 111111 I' 1 1 1II I -III -I I
I IE 11 IS�III 111�'11�-1,
Lllll 11=
III
' SII III II II. .0
II L -1I -II _
91
PROP. 6" GATE VALVE PROP. 6" DIP I III I I
FOREBAY DRAIN PIPE
INV. I N=281.00'
INV. OUT=280.00'
FOREBAY BERM SECTION
HEIGHT OF RIP -RAP ON BERM SHALL
PROP. 2.0" PVC INVERTED WATER
PROP. CONTROL STIR. W/ TRASH
� WATER LITY ELEV. = 286._7'
SIZE
QUALITY ORIFICE/PIPE. END OF
RACK. 6" MIN. FREEBOARD FROM
PROJECT NUMBER:
WOVEN FILTER
PIPE SHALL BE 1' BELOW
WATER QUALITY ELEV. 286.41'
3
I{-1-1 * 1
- =
RIP -RAP SHALL EXTEND
TO BOTTOM OF MAIN
POND BAY
PERMANENT WATER ELEVATION
TOP OF CONTROL STIR. ELEV.=289.0'
2"x5" PLUG
BMP MAINTENANCE EASEMENT
(SEE DETAIL THIS SHEET)
N U L U
17
10' OFFSET FROM
WHITE WATER LILY
PROP. LITTORAL SHELF
3' O.C.
SLOPE BREAK
PROP. FOREBAY BERM
W/ WETLAND PLANTINGS
(SEE DETAIL THIS SHEET)
10' MIN. WIDTH
47
HIBISCUS MOSCHEUTOS
PROP. 100 YEAR EVENT
6" FREEBOARD
PROP. TOP OF BERM=292.0'
424.0 SF
STORMWATER STORAGE
539
IRIS VIRGINICA
BLUE FLAG
ELEV. 289.85'
V O.C.
PROP. EMERGENCY
�S<
000° oo° 1740
JUNCUS EFFUSUS
SPILLWAY ELEV.=290.5'
2"x5" PLUG
6" MIN. FREEBOARD
435.0 SF
(SEE DETAIL THIS SHEET)
PROP. F.E.S OR
HEADWALL(SEE PLAN �Q
_ WATER QUALITY ELEV. = 286.41' 7 _
SAURURUS CERNUUS
LIZARD'S TAIL
VIEW THIS SHEET)
1'-0"
g" ,�
BMP MAINTENANCE EASEMENT
'
60
BIDENS ARISTOSA
TICKSEED SUNFLOWER
1 DOFFSET M
_ III -III -III -I I
PERM. WATER ELEV. = 2_85.00' _ _ _
_
SLOPE
SLOPE BREAK
I=III=III=III I
I I � �-� I II � OQF'
10:1
V O.C.
PROP. INLET PIPE
10:1 SLOPE S� 5� Oe
10'-0"
SCRIPUS PUNGENS
(SEE PLAN VIEW THIS SHEET)
10LITTORAL SHELF �oF �'
2'0.C.
409.0 SF
�1
INV. OUT=280.0'
RIP RP APRON
I
(SEE PLANPVIEW HAS SHEET)3:1
SLOPE STABILIZED II I=I I I=III =III =III=III=III= 11 I I I
=I I I=I I III-- I I=III-I I III -I
TO POND BOTTOM
PROP. SEDIMENT FOREBAY PROP. MAIN POND
PROP. 2.5' X 7' SQUARE
PROP. RIP -RAP
ANTI -FLOTATION PAD
APRON (SEE PLAN
VIEW THIS SHEET)
PROP. BACK OF
CONTROL STIR.
LOCATED AT TOE
PROP. ANTI -SEEP
OF 10:1 SLOPE
COLLARS
PROP. OUTLET PIPE
(SEE PLAN VIEW THIS SHEET)
WET POND B PROFILE
SCALE
CLASS 1 RIP -RAP 15" MINIMUM
3'
LEVEL
WATER QUALITY �� 28641,
PERM. WATER ELEV. = 285.00'
1 I1=1 111111 I' 1 1 1II I -III -I I
I IE 11 IS�III 111�'11�-1,
Lllll 11=
III
' SII III II II. .0
II L -1I -II _
91
PROP. 6" GATE VALVE PROP. 6" DIP I III I I
FOREBAY DRAIN PIPE
INV. I N=281.00'
INV. OUT=280.00'
FOREBAY BERM SECTION
HEIGHT OF RIP -RAP ON BERM SHALL
NOT EXCEED EL. 286.00'
BOTANICAL NAME
� WATER LITY ELEV. = 286._7'
SIZE
��PERM. WATER ELEV�285�00'�
PROP. MIRAFI 50OX
OR EQUIVALENT
PROJECT NUMBER:
WOVEN FILTER
MAIN POOL
FABRIC LINER
3
I{-1-1 * 1
- =
RIP -RAP SHALL EXTEND
TO BOTTOM OF MAIN
POND BAY
FOREBAY
PROP. SEDIMENT BOTTOM OF FOREBAY ELEV. = 281 00'
STORAGE AREA - - - - - - -
(NO PLANTING ALLOW = 2
IN THIS AREA) '-
280,.0'
<�w
I I
I
I
I
I
I
PERM. WATER ELEV. =.L85 .00' �/ I 1 1 /l
BOTTOM OF POND
-1 11=1 11 I I 1=1 11=
LITTORAL SHELF DETAIL
3 TOP OF B200'
TOP OF BERM=292.00'
EMBANKMENT FILL MATERIALS
1. BORROW MATERIAL SHALL BE CLASSIFIED AS ML, MH, CL OR CH SOILS ACCORDING TO THE
UNIFIED SOIL CLASSIFICATION SYSTEM (ASTM D2487) OR ANY MIXTURE OF THESE SOILS.
2. MATERIAL SHALL BE FREE OF TOPSOIL, ORGANIC MATERIAL, ROOTS, STUMPS, BRUSH,
ROCKS LARGER THAN 3 INCHES, SUBSOIL, DEBRIS, VEGETATION AND OTHER FOREIGN
MATERIAL.
3. ALL MATERIAL CLODS SHALL BE BROKEN DOWN WITH TILLERS AND/OR DISCS TO PROVIDE
HOMOGENEOUS SOIL THAT IS FREE OF CLAY CLODS GREATER THAN 3 INCHES IN DIAMETER.
EMBANKMENT CONSTRUCTION
1. COMPACT SUBGRADE TO DENSITY REQUIREMENTS FOR SUBSEQUENT FILL MATERIALS.
2. CUT OUT SOFT AREAS OF SUBGRADE NOT CAPABLE OF COMPACTION IN PLACE.
3. SCARIFY SUBGRADE SURFACE TO A DEPTH OF 6 INCHES.
4. PROOF ROLL SUBGRADE TO IDENTIFY SOFT SPOTS; FILL AND COMPACT TO DENSITY
EQUAL TO OR GREATER THAN REQUIREMENTS FOR SUBSEQUENT FILL MATERIAL.
5. EMBANKMENT FILL SHALL BE CONSTRUCTED AT 3 (HORIZONTAL) TO 1 (VERTICAL) OR AS
SHOWN ON THE CONSTRUCTION DRAWINGS. DEMONSTRATION OF APPROPRIATE SAFETY
FACTORS AGAINST FAILURE THROUGH GEOTECHNICAL ANALYSIS SHALL BE REQUIRED FOR
SLOPES STEEPER THAN 3:1.
6. FILL SOILS SHALL BE PLACED IN LOOSE LIFTS NOT TO EXCEED 8 INCHES IN THICKNESS
AND BE COMPACTED TO A MINIMUM OF 95 PERCENT OF THE SOILS STANDARD PROCTOR
(ASTM D698) MAXIMUM DRY DENSITY, OR AS SPECIFIED ON THE CONSTRUCTION DRAWINGS.
7. COMPACTED MOISTURE CONTENT SHALL BE BETWEEN 3 PERCENT BELOW AND 3 PERCENT
ABOVE THE OPTIMUM MOISTURE CONTENT FOR ALL FILL PLACED, OR AS OTHERWISE
APPROVED BY THE ENGINEER.
8. FILL SOILS SHALL BE PLACED IN CONTINUOUS, HORIZONTAL LAYERS FROM ABUTMENT TO
ABUTMENT. EXISTING SLOPES GREATER THAN 4 (HORIZONTAL TO 1 (VERTICAL) SHALL BE
BENCHED TO PROMOTE BONDING OF NEWLY PLACED FILL WITH EXISTING SOILS. BENCHING
SHALL BE PERFORMED AT A MAXIMUM OF 2 FEET VERTICAL INTERVALS AND SHALL EXTEND A
MINIMUM OF 4 FEET HORIZONTALLY OR AS SPECIFIED ON THE CONSTRUCTION DRAWINGS.
9. FILL AGAINST SUPPORTED STRUCTURES. DO NOT FILL AGAINST UNSUPPORTED
STRUCTURES.
10. PLACE FILL SIMULTANEOUSLY ON EACH SIDE OF UNSUPPORTED STRUCTURES UNTIL
SUPPORTS ARE IN PLACE.
11. PLACE A MINIMUM OF 6 INCHES OF TOPSOIL ACROSS THE DAM EMBANKMENT TO
PROMOTE VEGETATIVE GROWTH.
12. FILL OF THE CULVERTS SHALL BE PLACED AND COMPACTED IN 6 -INCH THICK LOOSE LIFTS
AROUND THE OUTLET STRUCTURE AND ABOVE THE CULVERTS.
13. COMPACTION SHALL BE PERFORMED BY HAND TAMPERS OR SMALL HAND OPERATED
COMPACTORS.
14. COMPACTION SHALL BE AT A MINIMUM 95 PERCENT OF THE STANDARD PROCTOR (ASTM
D698) MAXIMUM DRY DENSITY. COMPACTED MOISTURE CONTENT SHALL BE BETWEEN 3
PERCENT BELOW AND 3 PERCENT ABOVE THE OPTIMUM MOISTURE CONTENT FOR ALL FILL
PLACED OR AS OTHERWISE APPROVED BY THE ENGINEER.
FIELD QUALITY CONTROL
1. PERFORM LABORATORY MATERIAL TESTS IN ACCORDANCE WITH ASTM D422, ASTM D698,
ASTM D2216 AND ASTM D4318.
2. TEST AT A FREQUENCY OF EVERY 500 CUBIC YARDS OF EMBANKMENT FILL MATERIAL
PLACED, WHEN MATERIALS USED FOR EMBANKMENT FILL CHANGE, AND/OR AS DIRECTED BY
THE ENGINEER.
3. SAMPLE SIZE SHALL BE 50 LB.
4. PERFORM IN PLACE COMPACTION TESTS IN ACCORDANCE WITH ASTM D1556 OR ASTM
D2937 AND NATURAL MOISTURE CONTENT TEST IN ACCORDANCE WITH ASTM D2216.
5. FREQUENCY OF COMPACTION/NATURAL MOISTURE CONTENT TESTS:
EMBANKMENT FILL: EACH LIFT SHALL BE TESTED AT A MINIMUM FREQUENCY OF 1 PER
2,500 SQ. FT.
PIPE INSTALLATION: EACH LIFT SHALL BE TESTED AT A MINIMUM FREQUENCY OF 1 PER
30 LF OF PIPE
6. WHEN TESTS INDICATE WORK DOES NOT MEET SPECIFIED REQUIREMENTS, REMOVE
WORK, REPLACE AND RETEST.
ABBR.
SYMB. QTY.
BOTANICAL NAME
COMMON NAME
SIZE
SPACING NOTES
DEEP POOL PLANTS (280.0 TO 284.5)
PROJECT NUMBER:
DU16.400
ORIGINAL DATE:
12/08/2016
SALA
31
SAGITTARIA LATIFOLIA
DUCK POTATO
2"x5" PLUG
12'0.C.
120.0 SF
N U L U
17
NYMPHAEA ODORATA
WHITE WATER LILY
#SP4 CG
3' O.C.
142.0 SF
SHALLOW WATER PLANTS (284.5 TO 285.0)
HIMO
47
HIBISCUS MOSCHEUTOS
MARSH MALLOW
#SP4 CG
3' O.C.
424.0 SF
IRVI
539
IRIS VIRGINICA
BLUE FLAG
2"x5" PLUG
V O.C.
539.0 SF
JUEF
000° oo° 1740
JUNCUS EFFUSUS
SOFT RUSH
2"x5" PLUG
0.5'0.C.
435.0 SF
SHALLOW LAND PLANTS (285.0 TO 285.5)
SACE
o 00 77
SAURURUS CERNUUS
LIZARD'S TAIL
2"x5" PLUG
2'0.C.
308.0 SF
BIAR
60
BIDENS ARISTOSA
TICKSEED SUNFLOWER
2"x5" PLUG
2'0.C.
240.0 SF
POCO
568
PONTADERIA CORDATA
PICKERELWEED
2"x5" PLUG
V O.C.
568.0 SF
SCPU
103
SCRIPUS PUNGENS
COMMON THREESQUARE
2"x5" PLUG
2'0.C.
409.0 SF
UPLAND ZONE = 285.50' TO 292.0'
SHALLOW LAND ZONE = 285.0' TC
SHALLOW WATER ZONE = 284.5' T(
DEEP POOL ZONE = 280.0' TC
TOP OF BERM=292.00' PROP. SEDIMENT STORAGE AREA
(NO PLANTING ALLOW IN THIS AREA)
10'
SPILLWAY ELEVATION -290.50'
M M M MMM M � PROP. MIRAFI 50OX
OR EQUIVALENT
WOVEN FILTER
FABRIC LINER
VPROP. CLASS "A" RIPRAP
(MINIMUM 1.0 FT THICK)
EMERGENCY SPILLWAY DETAIL
SCALE
WET POND B FOREBAY BERM, LITTORAL SHELF, & EMERGENCY SPILLWAY DETAIL
Nuj
3:1 LU
SHALLO.1SHALLOW
1AIATCo I Al
WET POND B PLANTING ZONES
SCALE
FEMA 1 I I /
001 YEAR
FLOOD LIME (TYP.) I�
I
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// / / I
go
/
RIP RAP APRON
AT OUTFALL
9 BMP MAINTENANCE NOTES:
1. A PROGRAM OF MONITORING THE AQUATIC ENVIRONMENT OF A PERMANENT WET
DETENTION BASIN SHOULD BE ESTABLISHED. ITEMS SUCH AS WATER CLARITY AND ALGAL
GROWTH SHOULD BE MONITORED REGULARLY.
2. THE VEGETATION LOCATED ON THE VEGETATED SHELF MUST BE PROPERLY
MAINTAINED. BARE SPOTS, WEEDS, AND INVASIVE SPECIES SHOULD BE NOTED AND
REMEDIED AS SOON AS POSSIBLE TO PREVENT LARGER PROBLEMS.
3. CHEMICAL APPLICATION TO CONTROL WEEDS SHOULD BE CAREFULLY CONSIDERED
AND MONITORED.
4. SEDIMENT ACCUMULATION SHOULD BE MONITORED THROUGH VISUAL INSPECTION OF
THE BASIN BOTTOMS AND THE SEDIMENT ACCUMULATION DEPTH MARKER. WHEN THE
SPECIFIED DEPTH OF SEDIMENT HAS BEEN REACHED IN EITHER THE FOREBAY OR MAIN BASIN,
THE SEDIMENT SHOULD BE REMOVED AND DISPOSED OF PROPERLY.
5. IMMEDIATELY AFTER THE WET DETENTION BASIN IS ESTABLISHED, THE PLANTS ON THE
VEGETATED SHELF AND PERIMETER OF THE BASIN SHOULD BE WATERED TWICE WEEKLY IF
NEEDED, UNTIL THE PLANTS BECOME ESTABLISHED (COMMONLY SIX WEEKS).
6. NO PORTION OF THE WET DETENTION POND SHOULD BE FERTILIZED AFTER THE FIRST
INITIAL FERTILIZATION THAT IS REQUIRED TO ESTABLISH THE PLANTS ON THE VEGETATED
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7. STABLE GROUNDCOVER SHOULD BE MAINTAINED IN THE DRAINAGE AREA TO REDUCE
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8. IF THE BASIN MUST BE DRAINED FOR AN EMERGENCY OR TO PERFORM MAINTENANCE,
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THE MAXIMUM EXTENT PRACTICAL.
9. ONCE A YEAR, THE DAM SAFETY EXPERT SHOULD INSPECT THE EMBANKMENT.
10. AFTER A WET DETENTION POND IS ESTABLISHED, IT SHOULD BE INSPECTED ONCE A
MONTH AND WITHIN 24 HOURS AFTER EVERY STORM EVENT GREATER THAN 1". RECORDS OF
OPERATION AND MAINTENANCE SHOULD BE KEPT IN A KNOWN SET LOCATION AND MUST BE
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150.00'
7.58'
3.79'
7.57'
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2°53'37"
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220.79'
118.18'
213.69'
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50°36'06"
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184.05'
93.08'
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LEGEND
PROP. STORM DRAINAGE EASEMENT (SDE)
PROP. SANITARY SEWER EASEMENT
E
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– – – – – – – – – –
TAR-PAMLICO RIPARIAN BUFFER
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PROP. UTILITY EASEMENT
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MATCHLINE SEE
SHEET C4.3
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LEGEND
PROP. STORM DRAINAGE EASEMENT (SDE)
PROP. SANITARY SEWER EASEMENT
E
EXIST. FEMA 100 YEAR FLOOD LINE
– – – – – – – – – –
TAR-PAMLICO RIPARIAN BUFFER
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ORIGINAL DATE: 12/08/2016
SHEET:
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CONSTRUCTION SEQUENCE: LEGEND a¢ o o I -
PRE -CONSTRUCTION PHASE
EXIST. MAJOR CONTOUR
1. RECEIVE NPDES COVERAGE FROM NCDENR \VA
N U p U
2. SCHEDULEPRE MEETING WITH NCDENR AND FRANKLIN COUNTY INSPECTOR (TO BE HELD ON
IF MORE EXIST. MINOR CONTOUR b-0 m Q U
THAN 10 DISTURBED ACRES AND NON-LINEAR)
3. NOTIFY NCDENR A MINIMUM OF 48 HOURS PRIOR TO BEGINNING LAND DISTURBANCE ACTIVITIES �� 1 \ v\ \\ \ \ / . r 0 3 U
4. INSTALL CONSTRUCTION ENTRANCE EXIST. SOILS �/ \\X\\
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5. CLEAR AND GRUB ONLY AS NECESSARY FOR INSTALLATION OF PERIMETER CONTROLS
6. INSTALL PERIMETER CONTROLS (E.G., SILT FENCE) NOTE:
EXIST. WETLANDS V AVV��7. INSTALL TEMPORARY DIVERSIONS AND PIPING AS SHOWN ON THE PLANS TO DIVERT FLOWS FROM OFF-SITE DRAINAGE AREAS I / // \ / \ _ \ \ Q. 1-77
8. CLEAR AND GRUB AREA FOR SEDIMENT BASINS. TOTAL DENUDED AREA: 39.0 AC / / \ \ASA\� A A \ '�� 71 i
9. INSTALL SEDIMENT BASINS (OUTLET STRUCTURES MUST BE COMPLETELY INSTALLED AS SHOWN ON THE DETAILS BEFORE EXIST. TREE LINE PHASE 1 DENUDED AREA: 25.0 AC �j�
PROCEEDING TO THE NEXT STEP. NO ADDITIONAL LAND DISTURBING ACTIVITIES SHALL OCCUR UNTIL THE STRUCTURE IS PHASE 2 DENUDED AREA: 14.0 AC
COMPLETELY INSTALLED)A�
PROP. DISTURBANCE LIMITS
GRADING OPERATION PHASE
PROP. DRAINAGE AREA
10. CLEAR AND GRUB SITE ONLY AS (SEDIMENT AND EROSION CONTROL MEASURES FOR THESE AREAS MUST ALREADY BE
11. BEGINLROUGH GRADING -X X X
TEMP. SILT FENCE
12. DILIGENTLY MAINTAIN EROSION CONTROL DEVICES DURING GRADING OPERATIONS
13. INSTALL DIVERSION DITCHES AND ROCK CHECK DAMS
14. AS AREAS ARE BROUGHT TO GRADE, DIVERSION DITCHES SHOULD BE CONTINUOUSLY MOVED UP THE SLOPE AS FILL PROP. TREE PROTECTION
INCREASES // / r \ \ ti \y \10A
15. AS AREAS ARE BROUGHT TO FINISHED GRADE, THEY SHALL BE SEEDED AND FERTILIZED AS SOON AS POSSIBLE PROP. CONSTRUCTION ENTRANCE \ \\ /,
16. APPROVAL FROM THE EROSION CONTROL INSPECTOR MUST BE OBTAINED BEFORE PROCEEDING WITH PHASE 2 OF THE
EROSION CONTROL PLAN
PROP. DIVERSION DITCH 1010 polo 1010
UTILITY CONSTRUCTION PHASE j// / ( I I A A\\ \� •� 362
PROP. ROCK CHECK DAM
17. INSTALL STORM DRAIN SYSTEM AND PLACE INLET PROTECTION AS EACH INLET IS INSTALLED 'I
18. INSTALL ROCK CHECK DAMS AND DIVERSION DITCHES DURING THE CONSTRUCTION OF THE DRAINAGE SYSTEMS / //// // I I �3g0 ' ✓\ -!tCAR\�
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�� C-0587
PROJECT COMPLETION PHASE \ /
22. PERMANENTLY STABILIZE ALL DISTURBED AREAS \ \ \� _��// \ \ \ \ , \ \ �� \ \ \ \ \ �� �� / \ ��. / \ �\ - _ ! \ ♦ice 9 •'•••....•••• Q ``��
23. REQUEST APPROVAL TO REMOVE EROSION CONTROL MEASURES FROM INSPECTOR o, \ \ /•,ssOC10-
S
24. UPON APPROVAL, REMOVE TEMPORARY SEDIMENT AND EROSION CONTROL MEASURES AFTER ENTIRE AREA DRAINING TO THE STOCKPILE
3 6 - _ ��//11111111111
STRUCTURE IS FINALLY STABILIZED
25. BRING BASIN AREA TO GRADE AS SHOWN ON THE CONSTRUCTION DRAWINGS// \ \ \ \ \ \ \ \ \ \ \ /� - \ _ , - J \ N
26. CONVERT SEDIMENT BASINS TO PERMANENT WATER QUALITY FEATURES /% /
V�vyvv \\ y ��\ \ \ \ V/ v INE \\\ ��&
EROSION CONTROL SEQUENCE PHASE 1 : // \ \\ \� \ \ \ \ \ \ �A\ \ \ \ \ 44 r ice' 1T 1 \ \ \ \ \ 7 \ P�IAs �� oo \FES% �����;
( 1
1. CONTACT THE SEDIMENT AND EROSION CONTROL INSPECTOR TO SET UP A PRELIMINARY CONSTRUCTION MEETING 48
/ v� v v v vvvv s v y A ��►'\ v v v- vv� E
HOURS PRIOR TO STARTING WORK.
2. CLEAR AND GRUB SITE NECESSARY FOR INSTALLATION OF PERIMETER CONTROLS. \ \ \ \ \ \\ \\ \ \ \ \ \ \ \ \ i - I Qj / / \\ 028116 •�
3. INSTALL SILT FENCE, TREE PROTECTION BARRICADES, TEMPORARY CONSTRUCTION ENTRANCE, AND CONCRETE WASHOUT - / \ \ \ \ \ \ \ \ \ \\ \� \ \ \ \ \ \ \ \\ \ \ �� = 33a _ , �� ��\� 1 I r / / - / - - _ _ ROP, \�\\ @�\ \ I •••<!� c��� • \
AREA IDENTIFIED IN PHASE 1. \\ \ \ \ \ \ // �� - \ yve
/ ( 1 _ \ \ \\ �� ••.• G N: •.•' \�
vv yv-_ , \� i DIST RBED
4. CALL THE INSPECTOR FOR AN INSPECTION OF CONTROL MEASURES ONCE INSTALLED. � � ( \ � � \ \ \ \ \ \\ \ / ice, _ - ' _ �� ) ! \ \ � � � / l I \ � �
5. CLEAR EXISTING VEGETATION AND DEMOLISH EXISTING STRUCTURES AS NEEDED TO CONSTRUCT PROPOSED SKIMMER \\\\\ \ � I I I I I
BASINS AND SEDIMENT BASIN AS SHOWN IN PHASE 1. \ \\ \\ \ \\ \\\ \\ \ \ \ \ \ \ \ \ \ \ \\ \\ //�/ �" % - - I I I / // �(I ` ( l / / / AREA \\ \\\ ��/08/2016
6. CONSTRUCT TEMPORARY DIVERSION DITCHES/DIKES, AND TEMPORARY SLOPE DRAINS AS SHOWN ON PLANS.
7. FINISH CLEARING AND DEMOLITION OPERATIONS TO ALLOW FOR CONSTRUCTION OF IMPROVEMENTS AND GRADES
ESTABLISHED IN PHASE II.
EROSION CONTROL NOTES:
1. ALL EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE NC EROSION AND SEDIMENT CONTROL PLANNING
AND DESIGN MANUAL, US DEPT. OF AGRICULTURE, AND THE SCS. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY - % \ \ \ \ \ \ �/ �// C < \\ \ \ \ \ \` \ \ / r j / \ l // // / // // / / / ( I / \
1\ \ 1 I
//� I//\/\// ) I I/J\/ /
MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES TO MINIMIZE EROSION. �
=� \ //2. ALL LAND OWNERS MUST BE NOTIFIED PRIOR TO CONSTRUCTION, AND ALL EASEMENTS MUST BE CURRENT. /
\\ \ v A l v v v v v ////// l/ / / l/ /j // A ✓ / z V A v� I / /
3. CONTRACTOR IS RESPONSIBLE FOR STOPPING SEDIMENTATION DOWNGRADE OF ALL DISTURBED AREAS. SILT FENCE SHOWN
ON THIS PLAN IS THE MINIMUM THAT SHALL BE INSTALLED. CONTRACTOR SHALL INSTALL ADDITIONAL SILT FENCE WHEREVER
FIELD CONDITIONS WILL RESULT IN SEDIMENTATION OF NON -DISTURBED AREAS.
� � � A �- I / IIII I ^0//// //�// V A �•��/\�// �� ���� I
_ vv�v�y v vv \� /
4. CONTRACTOR TO MINIMIZE DISTURBANCE WITHIN TAR-PAMLICO 50' BUFFER AS MUCH AS POSSIBLE. DISTURBANCE BEYOND �� \ I I I \ \ \ \ �� \ \ ttIMEN:
337_
TOP OF BANK OR ANY PART OF STREAM IS STRICTLY PROHIBITED.
\
5. SOILS PRESENT ON-SITE ARE: ChA, WaB, WeB, WeC, WeD & W
3ov
6. TOTAL DENUDED AREA FOR SITE (PHASE 1 & 2):39.0 AC
294,x-
7. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE STATE/COUNTY EROSION f I ` I� J _(/1 I �(�/ / !/ ! // / I I
CONTROL ORDINANCE AND IS SUBJECT TO A FINE. \ ( - - A V A - _ ( / / J �/ /
��
8. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF THE
INSPECTORS/COUNTY/STATE. � ✓ � - - V� � � � � � / / / / / I / \ � � � � 5 \
9. ALL DISTURBED AREAS MUST BE STABILIZED WITHIN 14 CALENDAR DAYS AND ALL DISTURBED PERIMETER AREAS WITHIN 7 ��� zz
CALENDAR DAYS AFTER LAND DISTURBING ACTIVITY IS COMPLETED OR HAS TEMPORARILY CEASED.
SOIL PE '�� / / //W/
/Z_ l\
10. ALL GRADED SLOPES AND FILLS MUST BE STABILIZED WITHIN 14 CALENDAR DAYS AND GRADED SLOPES AND FILLS WITH A / / l / ! J I I I I I A \ I/ �� �,! / \ O
SLOPE GREATER THAN 3:1 WITHIN 7 CALENDAR DAYS AFTER A PHASE OF GRADING IS COMPLETED OR HAS TEMPORARILY i \ \ / // /\ / / / / / / / \/ C ` \ _ \ \_ ` - /BOu ARY / / / / / // /// // / / I r I \ \ I /\ \ / ! \ I 1 0
CEASED. \ - \ \ I / / / / / / / /! /♦ / / / / \ �\ //� \ I 1
/N w
11. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF THE COUNTY/STATE
EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE./` �_ ` 1 3� - �\ _ W
12. CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES REQUIRED PER THE APPROVED EROSION -P') / \ \ I I / 11 // ti \\ �� \ \ 32 I / \ f / I I I I I ( I I I l l I I / )/ ) ( ) (
CONTROL PLANS THROUGHOUT THE LIFE CYCLE OF THE PROJECT. THIS MAY INCLUDE: CONSTRUCTION ENTRANCE, SILT
\\\A\�� - A� VA\ \ V \ \ // I i /\/ / \
FENCE, DIVERSION DITCHES, SEDIMENT BASIN AND TRAPS, SILT FENCE BAFFLES, AND TREE PROTECTION FENCE. \ �\ 303- �\ - \ I \ / / // I I I I / //� N / / / I
13. INSPECTIONS SHALL BE CONDUCTED AS PRESCRIBED BY FRANKLIN COUNTY AND NCDENR. ADDITIONAL INSPECTIONS MAY ° �\ \\\\\\ _ _ _ \\ \ \ 1 \ \ \ _ _ I ( ( / \/ I I I I I I ! I (�/ l / I -
BE CONDUCTED ON ANY REASONABLE BASIS, INCLUDING BUT NOT LIMITED TO: RANDOM INSPECTIONS; INSPECTIONS BASED \ \� \\V - - \ l I l /'� / l %
v v � \ � vvvv��_=� � v\v vvv\ \A
UPON COMPLAINTS OR OTHER NOTICE OF POSSIBLE VIOLATIONS; INSPECTIONS OF DRAINAGE BASINS OR AREAS IDENTIFIED ChA
AS HIGHER THAN TYPICAL SOURCES OF SEDIMENT OR OTHER CONTAMINANTS OR POLLUTANTS; INSPECTIONS OF
BUSINESSES OR INDUSTRIES OF A TYPE ASSOCIATED WITH HIGHER THAN USUAL DISCHARGERS OF CONTAMINANTS OR i \\ I \ \\ \
POLLUTANTS OR WITH DISCHARGES OF A TYPE WHICH ARE MORE LIKELY THAN THE TYPICAL DISCHARGE TO CAUSE \ N
VIOLATIONS OF STATE OR FEDERAL WATER QUALITY STANDARDS OR THE NPDES STORMWATER PERMIT; AND JOINT
\ Co
INSPECTIONS WITH OTHER AGENCIES INSPECTING UNDER ENVIRONMENTAL AND SAFETY LAWS. INSPECTIONS MAY INCLUDE
BUT ARE NOT LIMITED TO: REVIEWING MAINTENANCE AND REPAIR RECORDS; SAMPLING DISCHARGES, SURFACE WATER, y I ( I (I / �j / /� / / / / / / / / \ \ - \ \ % \ \ o
GROUNDWATER, AND MATERIAL OR WATER IN BMPS; EVALUATING THE CONDITION OF BMPS AND STORMWATER l / / / l I / l / / / I / / ( \l
MANAGEMENT PRACTICES. / I I I\�l�\/� �j / / / �W / l I I //� / / / I I I I
TAR-PAMLICO 50' /// %\��\ /� / / \ / 01\A
\
V Adv v vv vvv v v ��
14. RIGHT -OF -ENTRY FOR INSPECTION. THE PROPERTY OWNER SHALL GRANT TO FRANKLIN COUNTY ENVIRONMENTAL
MANAGEMENT OR ANY OTHER GOVERNING AGENCY, THE RIGHT TO ENTER THE PROPERTY AT REASONABLE TIMES AND INA BUFFER FROM TOP
OF BANK (TYPICAL)-_ _
REASONABLE MANNER FOR THE PURPOSE OF INSPECTION. / /// / / \ \ \ I \ ` I \ \ I IIII 1 J I �\ \\\ \\ \ \\
(/ // /� v I \ I---Ay--�-,� �� II III v v vv vv v\vy�_ /FRR r
15. IF NECESSARY, SLOPES, WHICH EXCEED EIGHT (8) VERTICAL FEET SHOULD BE STABILIZED WITH SYNTHETIC OR VEGETATIVE \ j I ( I ! / \ \ I \ / / f I - _ ' I IIII \ \ 323 \\\ \\\ \ \��
MATS, IN ADDITION TO HYDROSEEDING. IT MAY BE NECESSARY TO INSTALL TEMPORARY SLOPE DRAINS DURING \RAR \ \ \
i fit- v -v,I ) I ��� v \ V I�� l l f / -� r, '_y �I I v v� vvv�v�� y
CONSTRUCTION. TEMPORARY BERMS MAY BE NEEDED UNTIL THE SLOPE IS BROUGHT TO GRADE. 1 ♦ N / / / I y �\ A V ISO / f / / / / / I ��� \ III �A V A \ �� 16/N/
1 /
�1�
16. THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD ONTO PAVED ROADWAY(S) FROM
CONSTRUCTION AREAS AND THE GENERATION OF DUST. THE CONTRACTOR SHALL DAILY REMOVE MUD/SOIL FROM y��\ \V A \A \ \ f I I / l / /l / ,o / /� // / j1/ i / / / / I L V �� � AIA ��,��-Ii E
PAVEMENT, AS MAY BE REQUIRED. - ,
\I
17. ALL WATERS OF THE STATE (WOS), INCLUDING WETLANDS, ARE TO BE FLAGGED OR OTHERWISE CLEARLY MARKED IN THE I / / \ �� \\� ( \ I \ / / / / / / / / \ 6' -
FIELD. A DOUBLE ROW OF SILT FENCE IS TO BE INSTALLED IN ALL AREAS WHERE A 50 -FOOT BUFFER CAN'T BE MAINTAINED
BETWEEN THE DISTURBED AREA AND ALL WOS. A 10 -FOOT BUFFER SHOULD BE MAINTAINED BETWEEN THE LAST ROW OF SILT �\ \ \\ I I I I I / / \ / / / / / / / / II I / V `�♦R V - _ y 317- VSA �� y y _T - - (' I (�5 /1111 A A\\
FENCE AND ALL WATERS OF THE STATE.
LIII I I I I � // � //V / //� / / /•o °° / / ll / 1 / III(III I I IIII I IIII I v \ \ vy-- ^FEMA 100
` _-
)\1 � --\\ \ \\
7319
YEAR FLOOD
SPECIAL INSPECTIONS NOTES: 309
LINE. (TYP.) \\i�\, \. \/\�
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wa
I P I I 1 0
_�__ - �,\�_ =_;- ! 1 �� -
EFFECTIVE OCTOBER 1ST, 2010, PERSONS RESPONSIBLE FOR LAND DISTURBING ACTIVITIES \ _ - - 1/// //� J // X2'
MUST INSPECT SEDIMENT AND EROSION CONTROL MEASURES ON A PROJECT AFTER EACH
\��
PHASE OF THE PROJECT TO ENSURE THAT THE APPROVED EROSION AND SEDIMENTATION \
CONTROL PLAN IS BEING FOLLOWIED. A SAMPLE SELF -INSPECTION REPORT, AS WELL AS - \
DETAILS OF THE SELF -INSPECTION PROGRAM CAN BE FOUND ONLINE AT I \ l / /// / / - \ \ \� �� ��� \ - �n�W nv
V�. ((� 1 / EXIST.
HTTP://PORTAL.NCDENR.ORG/WEB/LR/EROSION I \ \\�` // / POND \\ 1 =_�_� •gSo / \ _� �-� f 3_6?
AS A MINIMUM, THE INSPECTION SHALL BE PERFORMED AFTER EACH OF THE FOLLOWING
PHASES OF THE PLAN:
I � � / EXIST.
1. INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL MEASURES. i \ \ ' 1� �\\ \ / / \/ WETLANDS _ _ J _ \'
2. INSTALLATION OF SEDIMENT TRAPS/BASINS AND/OR SKIMMER BASINS. I I °g XIST. \ I \ �I II 1 �\ \ ' / ///
3. CLEARING AND GRUBBING OF EXISTING GROUND COVER. I WETLANDS
4. COMPLETION OF ANY PHASE OF GRADING THAT REQUIRES PROVISION OF
STABILIZATION.
5. INSTALLATION OF MEASURES DURING ANY PHASE OF THE PROJECT. I \ / /!� I 292 / /ill i i- - / _
6. COMPLETION OF CONSTRUCTION OR DEVELOPMENT. (/ // /! (�// i _ ` V % / / , �� _-
7. INSTALLATION OF STORMWATER RETENTION OR WATER QUALITY MEASURES. -SrfflMENT
8. QUARTERLY UNTIL THE ESTABLISHMENT OF PERMANENT GROUND COVER IS FULLY
ESTABLISHED. z BASIN B
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NOTE THE ABOVE INSPECTION REQUIREMENTS ARE IN ADDITION TO NPDES INSPECTION _ \ / / r �\ \ \\ \ I I / // / / �/ \ \ ` 1 I (1 I I - - - / �� PROJECT INFORMATION
REQUIREMENTS. ( \ �\ \\\ \\ \\ \\( II�� Know what's below.
PROJECT MANAGER: SM
Call beforeou dig'
\�
-_ y' � � i DESIGNED BY: SLH
v�A� / iii i
\�T DRAWN BY: RDD
GRAPHIC SCALE
PROJECT NUMBER: DU16.400
100' 0 50' 100' 200' 400'
ORIGINAL DATE: 12/08/2016
SHEET:
( IN FEET )
1 inch = 100 ft.
C5.0

LEGEND
EXIST. MAJOR CONTOUR \ \ \
\ � I
EXIST. MINOR CONTOUR \ l I I
I
SPECIAL INSPECTIONS NOTES: BASIN REMOVE SEQUENCE: EXIST. SOILS
EFFECTIVE OCTOBER 1ST, 2010, PERSONS RESPONSIBLE FOR LAND DISTURBING ACTIVITIES 1. SCHEDULE A SITE MEETING WITH THE FRANKLIN COUNTY ENVIRONMENTAL
MUST INSPECT SEDIMENT AND EROSION CONTROL MEASURES ON A PROJECT AFTER EACH ENGINEER/ CONSULTANT TO DETERMINE IF A BASIN CAN BE REMOVED. INSTALL EXIST. WETLANDS
PHASE OF THE PROJECT TO ENSURE THAT THE APPROVED EROSION AND SEDIMENTATION SILT FENCING OR OTHER TEMPORARY EROSION CONTROL MEASURES AS
CONTROL PLAN IS BEING FOLLOWIED. A SAMPLE SELF -INSPECTION REPORT, AS WELL AS NEEDED PRIOR TO REMOVAL OF THE BASIN. EXIST. TREE LINE
DETAILS OF THE SELF -INSPECTION PROGRAM CAN BE FOUND ONLINE AT 2. REMOVE BASIN(S) AND ASSOCIATED TEMPORARY DIVERSION DITCHES. IF
HTTP://PORTAL.NCDENR.ORG/WEB/LR/EROSION CULVERT PIPES NEED TO BE EXTENDED, PERFORM THIS OPERATION AT THIS I I I I J \ \ \
TIME. FINE GRADE AREA IN PREPARATION FOR SEEDING. EXIST. STORM CULVERT 11�SD—SDS
AS A MINIMUM, THE INSPECTION SHALL BE PERFORMED AFTER EACH OF THE FOLLOWING I \ \
PHASES OF THE PLAN:
3. PERFORM SEEDBED PREPARATION, SEED, MULCH AND ASPHALT TACK ANY I
RESULTING BARE AREAS IMMEDIATELY.
4. INSTALL VELOCITY DISSIPATERS AND/ OR LEVEL SPREADERS AS REQUIRED ON PROP. DISTURBANCE LIMITS
1. INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL MEASURES.
2. INSTALLATION OF SEDIMENT TRAPS/BASINS AND/OR SKIMMER BASINS. UND COVER. THE EROSION CONTROL PLAN.
4. COMPL3. IETION OF ANY PNG AND IHASNG OE OF GRADING F EXISTING RTOHAT REQUIRES PROVISION OF 5. WHEN SITE IS FULLY STABILIZED, CALL FRANKLIN COUNTY ENVIRONMENTAL PROP. DRAINAGE AREA
ENGINEER/ CONSULTANT FOR APPROVAL OF REMOVING REMAINING
STABILIZATION. TEMPORARY EROSION CONTROL MEASURES AND ADVICE ON WHEN SITE CAN BE I I I \ \ \ \ \ d
5. INSTALLATION OF MEASURES DURING ANY PHASE OF THE PROJECT. TEMP. SILT FENCE —XXX
ISSUED A CERTIFICATE OF COMPLETION I J I I I I I I ( ( \ 1 \ \ \ \ I `
6. COMPLETION OF CONSTRUCTION OR DEVELOPMENT. T
TEMP
7. INSTALLATION OF STORMWATER RETENTION OR WATER QUALITY MEASURES. NOTE: A MEETING SHOULD ALSO BE SCHEDULED WITH THE FRANKLIN COUNTY \� T \ \
8. QUARTERLY UNTIL THE ESTABLISHMENT OF PERMANENT GROUND COVER IS FULLY . HIGH HAZARD SILT FENCE
I I \ \ \ \
ESTABLISHED. ENVIRONMENTAL ENGINEER/ CONSULTANT TO DETERMINE WHEN A BASIN MAY BE
CONVERTED FOR STORMWATER USE. SOME MUNICIPALITIES MAY ALSO REQUIRE PROP. TREE PROTECTION I I I I I I I I \ \ \ _
NOTE THE ABOVE INSPECTION REQUIREMENTS ARE IN ADDITION TO NPDES INSPECTION THIS. I I I I I / I
REQUIREMENTS.
PROP. CONSTRUCTION ENTRANCE
PROP. DIVERSION DITCH polo
PROP. ROCK CHECK DAM
TEMP. SILT FENCE OUTLET FO -0-6-0-0-1 / / / C I / / /
PRO.
TEMPORARY
TEMP. SLOPE DRAIN I\ / // // (/ /J ////CONStRUCTION
/ ENTRANCE11
/
/ // / / � / CLEARWATER CREEK - SHEET INDEX
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PROP DENUDED
I I \ 1 — _ — -LIMITS (T)CP�
PROP.TREE\ I I I I ------ �
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PROP. DMNAGE 4'04 Ac
__1 _TEMP.BAfAREA (TYP.
/ (TYPE oti M�
— — — SKIMMERS
�ASIN C
3-46 —
o✓ 00TEMP 35" 0o
yS MME�Wr/ 1..P„—
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i
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0' ID€EMERGENCY
/TEMP. DIyERS10t4� � � � ��10i � � ' � _ A � i gpjaWAY @ 303.01/�"-�
Z SWALEJTYP.),
—_---� /I I 1 1 \ ----- /� �� �� �� �� \\� // �i \ \ �� RFP__R/�P'APRON�AT
l l / I \ \' \ \ \ A V A V A�' �// /A \ �SK[MMER ERAIN-SH-C
_ TEMP. ROCK / / \ -f6 L -175'W-1'
CHECK DAMII[TYP / / n / O_UTLET_ELEV. X9,%,50
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EXIST. WETLANDS of
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SCALE: 1" = 400'
`X0N"CAR i����i
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= LICENSE NO.: =
i C-0587 i
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028116
12/08/2016
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AREA WITHIN CLEARWATER
GRAPHIC SCALE PROJECT INFORMATION
CREEK DEVELOPMENT = 1.42 ACRES
ao' 0 20' ao' ao' iso' 9 PROJECT MANAGER: SM
I I 1 ® DESIGNED BY: SLH
IN DRAWN BY: RDD
FEE 0 ft. ) PROJECT NUMBER: DU16.400
1 inch
/ I I Know whafs below. ORIGINAL DATE: 12/08/2016
IIII I I 0111 before you dig.
I I I K I f I SHEET:
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AREA WITHIN CLEARWATER
GRAPHIC SCALE PROJECT INFORMATION
CREEK DEVELOPMENT = 1.42 ACRES
ao' 0 20' ao' ao' iso' 9 PROJECT MANAGER: SM
I I 1 ® DESIGNED BY: SLH
IN DRAWN BY: RDD
FEE 0 ft. ) PROJECT NUMBER: DU16.400
1 inch
/ I I Know whafs below. ORIGINAL DATE: 12/08/2016
IIII I I 0111 before you dig.
I I I K I f I SHEET:
I
C5.1

— — — — — — — — — — -
_ _ \ — — _ CEDAR CREEK ROAD
--_\ -_--_------------------=\---_-_\---�_\_
T — — — — EXIST. EOP
/ —----------------------- ,--____�----- SR 1116
-EAST. CENTERLINE
a (EXIST. 60' PUBLIC R/W
--- ------ — — — -
---- %--------------- ---- / EXIST. EOP ^`n / —� �— T —� h
NO4—=H_C\— HO ,� 0 H HO \ \ — SHO HO�H �Q� , HO—SHO i HO -env HQ — 340 �Q — — — — ✓ —
\ >
QEI: _ry
TEMP. SILT FENCE
(TYP.)
\ \ CAR��--,,
= LICENSE NO.: =
i C-0587 s =
v \ \ V \ \ V l \ \ iAA;•••••• �•
0 C I AA JJ yvv
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// TEMP, SILT FENCE � � \ \ � ` I I r '/ /��•....��\\
ow
PROP. DENCIDED LIMITS / \ \ \ (TYP.J� — — — — \ \ \ \ \ \ \ \ \ \ \ — — \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 1 I I I I I I I I I 1 i 111 i I i �12/08/2016
(TYP.)
x I� I� / 1 / / / I
v v v vv v y v V A VA I I I I I I I I I I I
tA
41*1
STOCKPILE
TbCKPILE 44*//v'4%* s�/v F♦/'S� ♦
14f /�v\/ v 4%
4f
00
— —�/ — —
— —�— -- \J—�—,_ —
/41�\ --------_— --- —I— \\—/------- --- \--
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TEMP. ROec— CHECK DAM(TYR.) W
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LEGEND —
EXIST. MAJOR CONTOUR
CLVU
EXIST. MINOR CONTOUR \P V^
EXIST. SOILS
EXIST. WETLANDS
U)
EXIST. TREE LINE 0C5.2 EXIST. STORM CULVERT lo--SD—SD 4 00—
PROP.
PROP. DISTURBANCE LIMITS SPECIAL INSPECTIONS NOTES: 299.
PROP. DRAINAGE AREA EFFECTIVE OCTOBER 1ST, 2010, PERSONS RESPONSIBLE FOR LAND DISTURBING ACTIVITIES 294 W
MUST INSPECT SEDIMENT AND EROSION CONTROL MEASURES ON A PROJECT AFTER EACH
PHASE OF THE PROJECT TO ENSURE THAT THE APPROVED EROSION AND SEDIMENTATION
Jv
TEMP. SILT FENCE —X X X CONTROL PLAN IS BEING FOLLOWIED. A SAMPLE SELF -INSPECTION REPORT, AS WELL AS
DETAILS OF THE SELF -INSPECTION PROGRAM CAN BE FOUND ONLINE AT
C5. 1 I TEMP. HIGH HAZARD SILT FENCE HTTP://PORTAL.NCDENR.0RG/WEB/LR/EROSION —
�
NORTH ORIENTED TO 288
NC GRID NAD 63 \
I I \ AS A MINIMUM, THE INSPECTION SHALL BE PERFORMED AFTER EACH OF THE FOLLOWING _ —
PROP. TREE PROTECTION PHASES OF THE PLAN:
I CLEARWATER CREEK - SHEET INDEX
SCALE: 1" = 400'
PROP. CONSTRUCTION ENTRANCE
PROP. DIVERSION DITCH
PROP. ROCK CHECK DAM
TEMP. SILT FENCE OUTLET
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PROP.
PROP. DISTURBANCE LIMITS SPECIAL INSPECTIONS NOTES: 299.
PROP. DRAINAGE AREA EFFECTIVE OCTOBER 1ST, 2010, PERSONS RESPONSIBLE FOR LAND DISTURBING ACTIVITIES 294 W
MUST INSPECT SEDIMENT AND EROSION CONTROL MEASURES ON A PROJECT AFTER EACH
PHASE OF THE PROJECT TO ENSURE THAT THE APPROVED EROSION AND SEDIMENTATION
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DETAILS OF THE SELF -INSPECTION PROGRAM CAN BE FOUND ONLINE AT
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NORTH ORIENTED TO 288
NC GRID NAD 63 \
I I \ AS A MINIMUM, THE INSPECTION SHALL BE PERFORMED AFTER EACH OF THE FOLLOWING _ —
PROP. TREE PROTECTION PHASES OF THE PLAN:
I CLEARWATER CREEK - SHEET INDEX
SCALE: 1" = 400'
PROP. CONSTRUCTION ENTRANCE
PROP. DIVERSION DITCH
PROP. ROCK CHECK DAM
TEMP. SILT FENCE OUTLET
TEMP. SLOPE DRAIN
1. INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL MEASURES.
2. INSTALLATION OF SEDIMENT TRAPS/BASINS AND/OR SKIMMER BASINS.
3. CLEARING AND GRUBBING OF EXISTING GROUND COVER.
4. COMPLETION OF ANY PHASE OF GRADING THAT REQUIRES PROVISION OF
STABILIZATION.
5. INSTALLATION OF MEASURES DURING ANY PHASE OF THE PROJECT.
6. COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
7. INSTALLATION OF STORMWATER RETENTION OR WATER QUALITY MEASURES.
8. QUARTERLY UNTIL THE ESTABLISHMENT OF PERMANENT GROUND COVER IS FULLY
ESTABLISHED.
NOTE THE ABOVE INSPECTION REQUIREMENTS ARE IN ADDITION TO NPDES INSPECTION
REQUIREMENTS.
GRAPHIC SCALE
40' 0 20' 40' 80, 160'
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1 inch = 40 ft.
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PROJECT NUMBER:
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ORIGINAL DATE:
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1. INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL MEASURES.
2. INSTALLATION OF SEDIMENT TRAPS/BASINS AND/OR SKIMMER BASINS.
3. CLEARING AND GRUBBING OF EXISTING GROUND COVER.
4. COMPLETION OF ANY PHASE OF GRADING THAT REQUIRES PROVISION OF
STABILIZATION.
5. INSTALLATION OF MEASURES DURING ANY PHASE OF THE PROJECT.
6. COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
7. INSTALLATION OF STORMWATER RETENTION OR WATER QUALITY MEASURES.
8. QUARTERLY UNTIL THE ESTABLISHMENT OF PERMANENT GROUND COVER IS FULLY
ESTABLISHED.
NOTE THE ABOVE INSPECTION REQUIREMENTS ARE IN ADDITION TO NPDES INSPECTION
REQUIREMENTS.
GRAPHIC SCALE
40' 0 20' 40' 80, 160'
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PROJECT NUMBER:
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ORIGINAL DATE:
12/08/2016
SHEET:
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- / OUFALL SHALL BE V A \ V 1I / / / j j //� �/ OUTLET ELEV. 280.00 I - SKIMMER DISCHAR A A
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/ OUTLET ELEV. 284.00 \ \ -� / // / / / /
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LEGEND
EXIST. MAJOR CONTOUR
EXIST. MINOR CONTOUR
EXIST. SOILS
EXIST. WETLANDS
EXIST. TREE LINE
EXIST. STORM CULVERT
PROP. DISTURBANCE LIMITS
PROP. DRAINAGE AREA
TEMP. SILT FENCE
TEMP. HIGH HAZARD SILT FENCE
PROP. TREE PROTECTION
PROP. CONSTRUCTION ENTRANCE
PROP. DIVERSION DITCH
PROP. ROCK CHECK DAM
TEMP. SILT FENCE OUTLET
TEMP. SLOPE DRAIN
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BASIN REMOVE SEQUENCE:
1. SCHEDULE A SITE MEETING WITH THE FRANKLIN COUNTY ENVIRONMENTAL
ENGINEER/ CONSULTANT TO DETERMINE IF A BASIN CAN BE REMOVED. INSTALL
SILT FENCING OR OTHER TEMPORARY EROSION CONTROL MEASURES AS
NEEDED PRIOR TO REMOVAL OF THE BASIN.
2. REMOVE BASIN(S) AND ASSOCIATED TEMPORARY DIVERSION DITCHES. IF
CULVERT PIPES NEED TO BE EXTENDED, PERFORM THIS OPERATION AT THIS
TIME. FINE GRADE AREA IN PREPARATION FOR SEEDING.
3. PERFORM SEEDBED PREPARATION, SEED, MULCH AND ASPHALT TACK ANY
RESULTING BARE AREAS IMMEDIATELY.
4. INSTALL VELOCITY DISSIPATERS AND/ OR LEVEL SPREADERS AS REQUIRED ON
THE EROSION CONTROL PLAN.
5. WHEN SITE IS FULLY STABILIZED, CALL FRANKLIN COUNTY ENVIRONMENTAL
ENGINEER/ CONSULTANT FOR APPROVAL OF REMOVING REMAINING
TEMPORARY EROSION CONTROL MEASURES AND ADVICE ON WHEN SITE CAN BE
ISSUED A CERTIFICATE OF COMPLETION
NOTE: A MEETING SHOULD ALSO BE SCHEDULED WITH THE FRANKLIN COUNTY
ENVIRONMENTAL ENGINEER/ CONSULTANT TO DETERMINE WHEN A BASIN MAY BE
CONVERTED FOR STORMWATER USE. SOME MUNICIPALITIES MAY ALSO REQUIRE
THIS.
SPECIAL INSPECTIONS NOTES:
EFFECTIVE OCTOBER 1ST, 2010, PERSONS RESPONSIBLE FOR LAND DISTURBING ACTIVITIES
MUST INSPECT SEDIMENT AND EROSION CONTROL MEASURES ON A PROJECT AFTER EACH
PHASE OF THE PROJECT TO ENSURE THAT THE APPROVED EROSION AND SEDIMENTATION
CONTROL PLAN IS BEING FOLLOWIED. A SAMPLE SELF -INSPECTION REPORT, AS WELL AS
DETAILS OF THE SELF -INSPECTION PROGRAM CAN BE FOUND ONLINE AT
HTTP://PORTAL.NCDEN R.ORG/WEB/LR/EROSION
AS A MINIMUM, THE INSPECTION SHALL BE PERFORMED AFTER EACH OF THE FOLLOWING
PHASES OF THE PLAN:
1. INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL MEASURES.
2. INSTALLATION OF SEDIMENT TRAPS/BASINS AND/OR SKIMMER BASINS.
3. CLEARING AND GRUBBING OF EXISTING GROUND COVER.
4. COMPLETION OF ANY PHASE OF GRADING THAT REQUIRES PROVISION OF
STABILIZATION.
5. INSTALLATION OF MEASURES DURING ANY PHASE OF THE PROJECT.
6. COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
7. INSTALLATION OF STORMWATER RETENTION OR WATER QUALITY MEASURES.
8. QUARTERLY UNTIL THE ESTABLISHMENT OF PERMANENT GROUND COVER IS FULLY
ESTABLISHED.
NOTE THE ABOVE INSPECTION REQUIREMENTS ARE IN ADDITION TO NPDES INSPECTION
REQUIREMENTS.
GRAPHIC SCALE
( IN FEET )
1 inch = 40 ft.
160'
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Call before you dig.
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BASIN REMOVE SEQUENCE:
1. SCHEDULE A SITE MEETING WITH THE FRANKLIN COUNTY ENVIRONMENTAL
ENGINEER/ CONSULTANT TO DETERMINE IF A BASIN CAN BE REMOVED. INSTALL
SILT FENCING OR OTHER TEMPORARY EROSION CONTROL MEASURES AS
NEEDED PRIOR TO REMOVAL OF THE BASIN.
2. REMOVE BASIN(S) AND ASSOCIATED TEMPORARY DIVERSION DITCHES. IF
CULVERT PIPES NEED TO BE EXTENDED, PERFORM THIS OPERATION AT THIS
TIME. FINE GRADE AREA IN PREPARATION FOR SEEDING.
3. PERFORM SEEDBED PREPARATION, SEED, MULCH AND ASPHALT TACK ANY
RESULTING BARE AREAS IMMEDIATELY.
4. INSTALL VELOCITY DISSIPATERS AND/ OR LEVEL SPREADERS AS REQUIRED ON
THE EROSION CONTROL PLAN.
5. WHEN SITE IS FULLY STABILIZED, CALL FRANKLIN COUNTY ENVIRONMENTAL
ENGINEER/ CONSULTANT FOR APPROVAL OF REMOVING REMAINING
TEMPORARY EROSION CONTROL MEASURES AND ADVICE ON WHEN SITE CAN BE
ISSUED A CERTIFICATE OF COMPLETION
NOTE: A MEETING SHOULD ALSO BE SCHEDULED WITH THE FRANKLIN COUNTY
ENVIRONMENTAL ENGINEER/ CONSULTANT TO DETERMINE WHEN A BASIN MAY BE
CONVERTED FOR STORMWATER USE. SOME MUNICIPALITIES MAY ALSO REQUIRE
THIS.
SPECIAL INSPECTIONS NOTES:
EFFECTIVE OCTOBER 1ST, 2010, PERSONS RESPONSIBLE FOR LAND DISTURBING ACTIVITIES
MUST INSPECT SEDIMENT AND EROSION CONTROL MEASURES ON A PROJECT AFTER EACH
PHASE OF THE PROJECT TO ENSURE THAT THE APPROVED EROSION AND SEDIMENTATION
CONTROL PLAN IS BEING FOLLOWIED. A SAMPLE SELF -INSPECTION REPORT, AS WELL AS
DETAILS OF THE SELF -INSPECTION PROGRAM CAN BE FOUND ONLINE AT
HTTP://PORTAL.NCDEN R.ORG/WEB/LR/EROSION
AS A MINIMUM, THE INSPECTION SHALL BE PERFORMED AFTER EACH OF THE FOLLOWING
PHASES OF THE PLAN:
1. INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL MEASURES.
2. INSTALLATION OF SEDIMENT TRAPS/BASINS AND/OR SKIMMER BASINS.
3. CLEARING AND GRUBBING OF EXISTING GROUND COVER.
4. COMPLETION OF ANY PHASE OF GRADING THAT REQUIRES PROVISION OF
STABILIZATION.
5. INSTALLATION OF MEASURES DURING ANY PHASE OF THE PROJECT.
6. COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
7. INSTALLATION OF STORMWATER RETENTION OR WATER QUALITY MEASURES.
8. QUARTERLY UNTIL THE ESTABLISHMENT OF PERMANENT GROUND COVER IS FULLY
ESTABLISHED.
NOTE THE ABOVE INSPECTION REQUIREMENTS ARE IN ADDITION TO NPDES INSPECTION
REQUIREMENTS.
GRAPHIC SCALE
( IN FEET )
1 inch = 40 ft.
160'
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Call before you dig.
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DRAWN BY:
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PROJECT NUMBER:
DU16.400
ORIGINAL DATE:
12/08/2016
SHEET:
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CONSTRUCTION SEQUENCE:
PRE -CONSTRUCTION PHASE
1. RECEIVE NPDES COVERAGE FROM NCDENR
2. SCHEDULE PRE -CONSTRUCTION MEETING WITH NCDENR AND FRANKLIN COUNTY INSPECTOR (TO BE HELD ON-SITE
IF MORE THAN 10 DISTURBED ACRES AND NON-LINEAR)
3. NOTIFY NCDENR A MINIMUM OF 48 HOURS PRIOR TO BEGINNING LAND DISTURBANCE ACTIVITIES
4. INSTALL CONSTRUCTION ENTRANCE
5. CLEAR AND GRUB ONLY AS NECESSARY FOR INSTALLATION OF PERIMETER CONTROLS
6. INSTALL PERIMETER CONTROLS (E.G., SILT FENCE)
7. INSTALL TEMPORARY DIVERSIONS AND PIPING AS SHOWN ON THE PLANS TO DIVERT FLOWS FROM OFF-SITE
DRAINAGE AREAS
8. CLEAR AND GRUB AREA FOR SEDIMENT BASINS.
9. INSTALL SEDIMENT BASINS (OUTLET STRUCTURES MUST BE COMPLETELY INSTALLED AS SHOWN ON THE DETAILS
BEFORE PROCEEDING TO THE NEXT STEP. NO ADDITIONAL LAND DISTURBING ACTIVITIES SHALL OCCUR UNTIL THE
STRUCTURE IS COMPLETELY INSTALLED)
GRADING OPERATION PHASE
10. CLEAR AND GRUB SITE ONLY AS (SEDIMENT AND EROSION CONTROL MEASURES FOR THESE AREAS MUST
ALREADY BE INSTALLED)
11. BEGIN ROUGH GRADING
12. DILIGENTLY MAINTAIN EROSION CONTROL DEVICES DURING GRADING OPERATIONS
13. INSTALL DIVERSION DITCHES AND ROCK CHECK DAMS
14. AS AREAS ARE BROUGHT TO GRADE, DIVERSION DITCHES SHOULD BE CONTINUOUSLY MOVED UP THE SLOPE AS
FILL INCREASES
15. AS AREAS ARE BROUGHT TO FINISHED GRADE, THEY SHALL BE SEEDED AND FERTILIZED AS SOON AS POSSIBLE
16. APPROVAL FROM THE EROSION CONTROL INSPECTOR MUST BE OBTAINED BEFORE PROCEEDING WITH PHASE 2 OF
THE EROSION CONTROL PLAN
UTILITY CONSTRUCTION PHASE
17. INSTALL STORM DRAIN SYSTEM AND PLACE INLET PROTECTION AS EACH INLET IS INSTALLED
18. INSTALL ROCK CHECK DAMS AND DIVERSION DITCHES DURING THE CONSTRUCTION OF THE DRAINAGE SYSTEMS
19. DIVERT ALL RUNOFF FROM STORM DRAINAGE SYSTEM INTO THE APPROPRIATE SEDIMENT BASIN PRIOR TO
LEAVING THE DISTURBED AREA
20. COMPLETE STORM DRAINAGE AND UTILITY CONSTRUCTION
21. BEGIN FINE GRADING, PAVING, ETC.
PROJECT COMPLETION PHASE
22. PERMANENTLY STABILIZE ALL DISTURBED AREAS
23. REQUEST APPROVAL TO REMOVE EROSION CONTROL MEASURES FROM INSPECTOR
24. UPON APPROVAL, REMOVE TEMPORARY SEDIMENT AND EROSION CONTROL MEASURES AFTER ENTIRE AREA
DRAINING TO THE STRUCTURE IS FINALLY STABILIZED
25. BRING BASIN AREA TO GRADE AS SHOWN ON THE CONSTRUCTION DRAWINGS
26. CONVERT SEDIMENT BASINS TO PERMANENT WATER QUALITY FEATURES
EROSION CONTROL SEQUENCE (PHASE 2):
1. VERIFY SILT FENCE INSTALLED DURING PHASE 1 IS STILL PROVIDING PROTECTION TO KEEP SEDIMENT FROM
LEAVING PROJECT LIMITS- FIELD ADJUST LOCATIONS OF SEDIMENT FENCE AS NECESSARY TO PREVENT SEDIMENT
LEAVING PROJECT LIMITS.
2. ROUGH GRADE ROAD AND INSTALL ADDITIONAL RUNOFF PREVENTION MEASURES SHOWN IN THIS PHASE.
3. INSTALL PERMANENT STORM PIPES AND STRUCTURES AS SHOWN ON THESE PLANS. INSTALL TEMPORARY PIPES
FROM PERMANENT STORM SYSTEM TO EROSION CONTROL BASINS AS INDICATED ON THESE PLANS.
4. INSTALL TEMPORARY OUTLET STABILIZATION AT ALL TEMPORARY OUTFALLS.
5. ONCE PERMANENT STORM SYSTEM IS INSTALLED AND ROUTED TO EROSION CONTROL BASINS USING TEMPORARY
PIPES GRADING OF INDIVIDUAL LOTS MAY COMMENCE.
6. GRADE LOTS PER DETAIL SHOWN ON SHEET C3.0 -C3.4 PROVIDING SILT FENCE AND RUNOFF MEASURES TO
PREVENT SEDIMENT FROM LEAVING LOT.
7. INSTALL ALL OTHER UTILITIES INDICATED ON UTILITY PLAN AND PROFILES WITHIN CONTRACT.
8. STABILIZE ALL SLOPES AS SOON AS APPLICABLE PER SEEDING SCHEDULE- SEE DETAILS.
9. LOCATE CONCRETE WASH OUT AREA AS INDICATED ON THESE PLANS.
10. PAVE PROPOSED ROADS.
11. STABILIZE ALL REMAINING DENUDED AREAS.
12. GRADE ANY REMAINING LOTS AND STABILIZE RESULTING DENUDED AREAS.
13. ONCE ALL CONSTRUCTION AND LOT GRADING IS COMPLETE, CALL EROSION CONTROL INSPECTOR TO SCHEDULE
SITE INSPECTION.
14. ONCE EROSION CONTROL INSPECTOR GRANTS PERMISSION TO CLOSE TEMPORARY EROSION CONTROL BASINS
EXCAVATE ACCUMULATED SEDIMENT AND DISPOSE OF PER PROJECT SPECIFICATIONS AND PLANS.
15. BACKFILL AND GRADE BASINS TO ACHIEVE PROPOSED GRADES SHOWING ON FINAL GRADING PLANS.
16. STABILIZE ALL DISTURBED AREAS RESULTING FROM BASIN CONVERSION/CLOSURE.
17. DO NOT CONVERT SEDIMENT BASIN A UNTIL PHASE 2 DEVELOPMENT IS CONSTRUCTED AND STABILIZED.
EROSION CONTROL NOTES:
1. ALL EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE NC EROSION AND SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL, US DEPT. OF AGRICULTURE, AND THE SCS. THE CONTRACTOR SHALL DILIGENTLY
AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES TO MINIMIZE EROSION.
2. ALL LAND OWNERS MUST BE NOTIFIED PRIOR TO CONSTRUCTION, AND ALL EASEMENTS MUST BE CURRENT.
3. CONTRACTOR IS RESPONSIBLE FOR STOPPING SEDIMENTATION DOWNGRADE OF ALL DISTURBED AREAS. SILT
FENCE SHOWN ON THIS PLAN IS THE MINIMUM THAT SHALL BE INSTALLED. CONTRACTOR SHALL INSTALL
ADDITIONAL SILT FENCE WHEREVER FIELD CONDITIONS WILL RESULT IN SEDIMENTATION OF NON -DISTURBED
AREAS.
4. CONTRACTOR TO MINIMIZE DISTURBANCE WITHIN TAR-PAMLICO 50' BUFFER AS MUCH AS POSSIBLE.
DISTURBANCE BEYOND TOP OF BANK OR ANY PART OF STREAM IS STRICTLY PROHIBITED.
5. SOILS PRESENT ON-SITE ARE: ChA, WaB, WeB, WeC, WeD & W
6. TOTAL DENUDED AREA FOR SITE (PHASE 1 & 2): 39.0 AC
7. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE STATE/COUNTY
EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
8. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF THE
INSPECTORS/COUNTY/STATE.
9. ALL DISTURBED AREAS MUST BE STABILIZED WITHIN 14 CALENDAR DAYS AND ALL DISTURBED PERIMETER AREAS
WITHIN 7 CALENDAR DAYS AFTER LAND DISTURBING ACTIVITY IS COMPLETED OR HAS TEMPORARILY CEASED.
10. ALL GRADED SLOPES AND FILLS MUST BE STABILIZED WITHIN 14 CALENDAR DAYS AND GRADED SLOPES AND
FILLS WITH A SLOPE GREATER THAN 3:1 WITHIN 7 CALENDAR DAYS AFTER A PHASE OF GRADING IS COMPLETED
OR HAS TEMPORARILY CEASED.
11. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF THE
COUNTY/STATE EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
12. CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES REQUIRED PER THE
APPROVED EROSION CONTROL PLANS THROUGHOUT THE LIFE CYCLE OF THE PROJECT. THIS MAY INCLUDE:
CONSTRUCTION ENTRANCE, SILT FENCE, DIVERSION DITCHES, SEDIMENT BASIN AND TRAPS, SILT FENCE
BAFFLES, AND TREE PROTECTION FENCE.
13. INSPECTIONS SHALL BE CONDUCTED AS PRESCRIBED BY FRANKLIN COUNTY AND NCDENR. ADDITIONAL
INSPECTIONS MAY BE CONDUCTED ON ANY REASONABLE BASIS, INCLUDING BUT NOT LIMITED TO: RANDOM
INSPECTIONS; INSPECTIONS BASED UPON COMPLAINTS OR OTHER NOTICE OF POSSIBLE VIOLATIONS;
INSPECTIONS OF DRAINAGE BASINS OR AREAS IDENTIFIED AS HIGHER THAN TYPICAL SOURCES OF SEDIMENT OR
OTHER CONTAMINANTS OR POLLUTANTS; INSPECTIONS OF BUSINESSES OR INDUSTRIES OF A TYPE ASSOCIATED
WITH HIGHER THAN USUAL DISCHARGERS OF CONTAMINANTS OR POLLUTANTS OR WITH DISCHARGES OF A TYPE
WHICH ARE MORE LIKELY THAN THE TYPICAL DISCHARGE TO CAUSE VIOLATIONS OF STATE OR FEDERAL WATER
QUALITY STANDARDS OR THE NPDES STORMWATER PERMIT; AND JOINT INSPECTIONS WITH OTHER AGENCIES
INSPECTING UNDER ENVIRONMENTAL AND SAFETY LAWS. INSPECTIONS MAY INCLUDE BUT ARE NOT LIMITED TO:
REVIEWING MAINTENANCE AND REPAIR RECORDS; SAMPLING DISCHARGES, SURFACE WATER, GROUNDWATER,
AND MATERIAL OR WATER IN BMPS; EVALUATING THE CONDITION OF BMPS AND STORMWATER MANAGEMENT
PRACTICES.
14. RIGHT -OF -ENTRY FOR INSPECTION. THE PROPERTY OWNER SHALL GRANT TO FRANKLIN COUNTY
ENVIRONMENTAL MANAGEMENT OR ANY OTHER GOVERNING AGENCY, THE RIGHT TO ENTER THE PROPERTY AT
REASONABLE TIMES AND IN A REASONABLE MANNER FOR THE PURPOSE OF INSPECTION.
15. IF NECESSARY, SLOPES, WHICH EXCEED EIGHT (8) VERTICAL FEET SHOULD BE STABILIZED WITH SYNTHETIC OR
VEGETATIVE MATS, IN ADDITION TO HYDROSEEDING. IT MAY BE NECESSARY TO INSTALL TEMPORARY SLOPE
DRAINS DURING CONSTRUCTION. TEMPORARY BERMS MAY BE NEEDED UNTIL THE SLOPE IS BROUGHT TO GRADE.
16. THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD ONTO PAVED
ROADWAY(S) FROM CONSTRUCTION AREAS AND THE GENERATION OF DUST. THE CONTRACTOR SHALL DAILY
REMOVE MUD/SOIL FROM PAVEMENT, AS MAY BE REQUIRED.
17. ALL WATERS OF THE STATE (WOS), INCLUDING WETLANDS, ARE TO BE FLAGGED OR OTHERWISE CLEARLY
MARKED IN THE FIELD. A DOUBLE ROW OF SILT FENCE IS TO BE INSTALLED IN ALL AREAS WHERE A 50 -FOOT
BUFFER CAN'T BE MAINTAINED BETWEEN THE DISTURBED AREA AND ALL WOS. A 10 -FOOT BUFFER SHOULD BE
MAINTAINED BETWEEN THE LAST ROW OF SILT FENCE AND ALL WATERS OF THE STATE.
LEGEND SPECIAL INSPECTIONS NOTES: ¢ E
a ti o o
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\� EFFECTIVE OCTOBER 1ST, 2010, PERSONS RESPONSIBLE FOR LAND DISTURBING ACTIVITIES ,° N
EXIST. MAJOR CONTOUR\\\\\ MUST INSPECT SEDIMENT AND EROSION CONTROL MEASURES ON A PROJECT AFTER EACH o N ti #
PHASE OF THE PROJECT TO ENSURE THAT THE APPROVED EROSION AND SEDIMENTATION turn z o c ° z
EXIST. MINOR CONTOUR \ \\ \ \ / \\\ \\\\\\ \ CONTROL PLAN IS BEING FOLLOWIED. A SAMPLE SELF -INSPECTION REPORT, AS WELL AS � v
1) \\\ \ \ \ \\ \ \ DETAILS OF THE SELF -INSPECTION PROGRAM CAN BE FOUND ONLINE AT
- V HTTP://PORTAL.NCDENR.ORG/WEB/LR/EROSION O n o s v
EXIST. SOILS NOTE: J/�
AS A MINIMUM, THE INSPECTION SHALL BE PERFORMED AFTER EACH OF THE FOLLOWING
TOTAL DENUDED AREA: 39.0 AC % \\ / \ _ \� �� v PHASES OF THE PLAN:
EXIST. WETLANDS l- PHASE 1 DENUDED AREA: 25.0 AC /�i 1. INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL MEASURES.
PHASE 2 DENUDED AREA: 14.0 AC // / \� \\ / \ \ \ \ \�% 2. INSTALLATION OF SEDIMENT TRAPS/BASINS AND/OR SKIMMER BASINS.
PROP. CONTOUR , 3. CLEARING AND GRUBBING OF EXISTING GROUND COVER.
4. COMPLETION OF ANY PHASE OF GRADING THAT REQUIRES PROVISION OF
STABILIZATION.
EXIST. TREE LINE 5. INSTALLATION OF MEASURES DURING ANY PHASE OF THE PROJECT.
6. COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
PROP. DISTURBANCE LIMITS 7. INSTALLATION OF STORMWATER RETENTION OR WATER QUALITY MEASURES.
8. QUARTERLY UNTIL THE ESTABLISHMENT OF PERMANENT GROUND COVER IS FULLY
ESTABLISHED.
PROP. DRAINAGE AREA
NOTE THE ABOVE INSPECTION REQUIREMENTS ARE IN ADDITION TO NPDES INSPECTION
TEMP. SILT FENCE -X X X REQUIREMENTS.
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DESIGNED BY: SLH
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GRAPHIC SCALE
PROJECT NUMBER: DU16.400
100' 0 50' 100' 200' 400'
ORIGINAL DATE: 12/08/2016
SHEET:
( IN FEET )
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PROP. EROSION CONTROL BLANKET Call before you dig. ORIGINAL DATE: 12082016
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EXIST. MAJOR CONTOUR
EXIST. MINOR CONTOUR
EXIST. SOILS
EXIST. WETLANDS
PROP. CONTOUR
EXIST. TREE LINE
EXIST. STORM CULVERT
PROP. DISTURBANCE LIMITS
PROP. DRAINAGE AREA
TEMP. SILT FENCE
TEMP. HIGH HAZARD SILT FENCE
PROP. ROCK CHECK DAM
TEMP. SILT FENCE OUTLET
PROP. TREE PROTECTION
TEMP. INLET PROTECTION
PROP. CONSTRUCTION ENTRANCE
PROP. EROSION CONTROL BLANKET
= LICENSE NO.: =
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SCALE: 1" = 400'
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THAN 10 DISTURBED ACRES AND NON-LINEAR EXIST. MINOR CONTOUR
NOTE:
3. NOTIFY NCDENR A MINIMUM OF 48 HOURS PRIOR TO BEGINNING LAND DISTURBANCE ACTIVITIES \\ \ \
4. INSTALL CONSTRUCTION ENTRANCE EXIST. SOILS\ \ / ` \ % \ \
TOTAL DENUDED AREA: 39.0 AC
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8. CLEAR AND GRUB AREA FOR SEDIMENT BASINS. / \ \\� \ . \ \ %
9. INSTALL SEDIMENT BASINS (OUTLET STRUCTURES MUST BE COMPLETELY INSTALLED AS SHOWN ON THE DETAILS BEFORE// L /
PROP. CONTOUR / � - \ \ �\\ \ �/
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PROP. DISTURBANCE LIMITS
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11. BEGIN ROUGH GRADING PROP. DRAINAGE AREA // / / / - / °•�S \\\\
12. DILIGENTLY MAINTAIN EROSION CONTROL DEVICES DURING GRADING OPERATIONS
13. INSTALL DIVERSION DITCHES AND ROCK CHECK DAMS
14. AS AREAS ARE BROUGHT TO GRADE, DIVERSION DITCHES SHOULD BE CONTINUOUSLY MOVED UP THE SLOPE AS FILL TEMP. SILT FENCE -X X X
INCREASES
15. AS AREAS ARE BROUGHT TO FINISHED GRADE, THEY SHALL BE SEEDED AND FERTILIZED AS SOON AS POSSIBLE PROP. TREE PROTECTION
16. APPROVAL FROM THE EROSION CONTROL INSPECTOR MUST BE OBTAINED BEFORE PROCEEDING WITH PHASE 2 OF THE
19EROSION CONTROL PLAN
PROP. CONSTRUCTION ENTRANCE \ / // j I I \� \ \ \�\� �c00
UTILITY CONSTRUCTION PHASE
TEMP. SILT FENCE OUTLET O O O O 6 61
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17. INSTALL STORM DRAIN SYSTEM AND PLACE INLET PROTECTION AS EACH INLET IS INSTALLED / I \ / \\\� / Nx CqR
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18. INSTALL ROCK CHECK DAMS AND DIVERSION DITCHES DURING THE CONSTRUCTION OF THE DRAINAGE SYSTEMS \ 1 I \ \ \ O / _ \ X `O��N......•••���
19. DIVERT ALL RUNOFF FROM STORM DRAINAGE SYSTEM INTO THE APPROPRIATE SEDIMENT BASIN PRIOR TO LEAVING THE // 1 1 I \ - \ \ \ / - J . `� : •.• _57 4i
DISTURBED AREA // \ I ` \ \ \ Coo
20. COMPLETE STORM DRAINAGE AND UTILITY CONSTRUCTION _ �� \ / / J �� i LICENSE NO.:
21. BEGIN FINE GRADING, PAVING, ETC. \ \ // // PREP\ / �� V A A - �A =
C-0587 -
\v vV vA A A MQR4RY PROJECT COMPLETION PHASE
22. PERMANENTLY STABILIZE ALL DISTURBED AREAS \ __//// / \ ` \ ` \` \ ` \ \ \ 3 �NSTRU CTJOI_� _-_ j/j _ \ _ �\ voovo �� ��i�� 9 ••'•••...•••••••Q
23. REQUEST APPROVAL TO REMOVE EROSION CONTROL MEASURES FROM INSPECTOR I \ ` \ ` \\ ~ \ ~ \\ \ Sp A'\ - �� 349 / L�` STOCKPILE \ \\ //� SS�C1AI�S``���
7 L
24. UPON APPROVAL, REMOVE TEMPORARY SEDIMENT AND EROSION CONTROL MEASURES AFTER ENTIRE AREA DRAINING TO THE I I / \ \ \ ` \ ` \ \ \ \ \ ENTRANE _\ _
STRUCTURE IS FINALLY STABILIZED �� ` \ V A \ \ V v v v V %-_ - I \ -356 \�
25. BRING BASIN AREA TO GRADE AS SHOWN ON THE CONSTRUCTION DRAWINGS
26. CONVERT SEDIMENT BASINS TO PERMANENT WATER QUALITY FEATURES
22
CARO /''%
AS INE ���v ••• �i
EROSION CONTROL SEQUENCE (PHASE 1): _ �� \ vv \ \ \ \ V A� \ v y y - �� �__�- ESS/ �j•!�y
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1. \ \----��� ���� / 1111\` - •Q 9l•t
CONTACT THE SEDIMENT AND EROSION CONTROL INSPECTOR TO SET UP A PRELIMINARY CONSTRUCTION MEETING 48 /� /\ \ \ \ \ \ \ \ \ \ \ \\ \ _-_ i� - --� / �� y- - I I /IIII11 - -- - \ \� _ EAL -
HOURS PRIOR TO STARTING WORK. \ \ \ \ \ \ \ ` \ \ \ \ �- - - / \ I 1 I 1 III - - \\\\ ��_
2. CLEAR AND GRUB SITE NECESSARY FOR INSTALLATION OF PERIMETER CONTROLS. II \ \ \ \ \ ` \ \ \ \ ` \ ` \ \ \\ /� -/ - I f \ I 11 �\
� v � � v v -� - - - - - - -�� � < �- �� - _ I I l �, vv 028116
v v v -- �`v1 e-= lilt ROP. A wvv ` vv ' F :'
3. INSTALL SILT FENCE, TREE PROTECTION BARRICADES, TEMPORARY CONSTRUCTION ENTRANCE, AND CONCRETE WASHOUT - -
AREA IDENTIFIED IN PHASE 1. \\ \ \\ \ \ \ \\ \ \ \ \ ` ` \ �- - ��l \ \ \ j - I - p \ \\
v' _/�_-% _�_ J/ /SVA �// \ A\\V P�
4. CALL THE INSPECTOR FOR AN INSPECTION OF CONTROL MEASURES ONCE INSTALLED. \ ( \ \ \ \ \ \\ v'p\ \ \ / / _ _ _ / // �� \ / DIST RBED \\\\\ \ ,
5. CLEAR EXISTING VEGETATION AND DEMOLISH EXISTING STRUCTURES AS NEEDED TO CONSTRUCT PROPOSED SKIMMER \ V A V` \` \� PRbP� \ VA \ V //� �/ �- - _ _ // /// v v �A - / I l \ / \\V AVA\ �'�//" �C��vvv` \ vvii;-- / ///r ( 20 / `�l AREA `� 1�JIN111�%08/2016
BASINS AND SEDIMENT BASIN AS SHOWN IN PHASE 1. \ \ \ \ \ \ \ \ \ / / �� 11/ / / \\\ \\\
v \ v� 1 I A v y v v _/ / / r - ( /// <y 62 340
6. CONSTRUCT TEMPORARY DIVERSION DITCHES/DIKES, AND TEMPORARY SLOPE DRAINS AS SHOWN ON PLANS. \ ( \ \ \ \ \ P `AINAGE
\ \V\
7. FINISH CLEARING AND DEMOLITION OPERATIONS TO ALLOW FOR CONSTRUCTION OF IMPROVEMENTS AND GRADES AjTY
/ �/ � \\ � � �� 7:,/
ESTABLISHED IN PHASE II. ` /ca
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EROSION CONTROL NOTES: _ _ �/� ��l l\A� \ v v1 I /�1�� (I////1 I 1 I �I �\ \` A �A / // 61 19
1. ALL EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE NC EROSION AND SEDIMENT CONTROL PLANNING
AND DESIGN MANUAL, US DEPT. OF AGRICULTURE, AND THE SCS. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY
MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES TO MINIMIZE EROSION. �v18\ \
60
/ �\
2. ALL LAND OWNERS MUST BE NOTIFIED PRIOR TO CONSTRUCTION, AND ALL EASEMENTS MUST BE CURRENT. - �� \ \ / \ \ \ \ \ 3/ \ \\ \ \ �\ �� ' ►�/ / I //� ( \" \\\ \ J \ �\ / / \� I / /
3. CONTRACTOR IS RESPONSIBLE FOR STOPPING SEDIMENTATION DOWNGRADE OF ALL DISTURBED AREAS. SILT FENCE SHOWN ///
_ / \ V ( /
ON THIS PLAN IS THE MINIMUM THAT SHALL BE INSTALLED. CONTRACTOR SHALL INSTALL ADDITIONAL SILT FENCE WHEREVER �� \ o i / \ \ - - \ \ \ 1/ \ ( 17 - Al \�
1 / ti \ v v y
FIELD CONDITIONS WILL RESULT IN SEDIMENTATION OF NON -DISTURBED AREAS. %/ 59
�/ 1 l`�11 v\��\
4. CONTRACTOR TO MINIMIZE DISTURBANCE WITHIN TAR-PAMLICO 50' BUFFER AS MUCH AS POSSIBLE. DISTURBANCE BEYOND�
TOP OF BANK OR ANY PART OF STREAM IS STRICTLY PROHIBITED.
5. SOILS PRESENT ON-SITE ARE: ChA, WaB, WeB, WeC, WeD & W I / _ v V` \ \ \ V /�/ /�` /` ` �� ` 58
6. TOTAL DENUDED AREA FOR SITE (PHASE 1 & 2):39.0 AC 1 I - A A 'I► A �A / %`/�
7. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE STATE/COUNTY EROSION - _ 00,\// `// / \ ` 57 ` \ \ 15 \ / /
CONTROL ORDINANCE AND IS SUBJECT TO A FINE. ��' r �'� - - �j% / (1 ` ` l / VA� i l l 1
�����-� ;- `/ ii �v\ v / �1�� v v��\/�� / / /� � ISI II 1111/l/f�/
8. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF THE - _ \ �� // // VA 86 / _ A A VA / / � I ( / ( I/ I/ I I / / I / I ( i //
INSPECTORS/COUNTY/STATE. -
_�� 290 vvvv �8s ` vV`� v v 14 \ / / // I 1 I 1 l� 1 \
/�� y I \ \
9. ALL DISTURBED AREAS MUST BE STABILIZED WITHIN 14 CALENDAR DAYS AND ALL DISTURBED PERIMETER AREAS WITHIN 7
CALENDAR DAYS AFTER LAND DISTURBING ACTIVITY IS COMPLETED OR HAS TEMPORARILY CEASED. _\ ��� �� \//�/j/\II \ \ 55 \\�� 32p 1 �t \\\� / _ �/ J I \ \ 1 1 1 , \ I 1 \
v I (�( // �// v vv v v v v v vv /`i // / / �� / / 1 /I l 1 J I I I l ( \ A 11 ,l I� v 1
s SOIL PE / / / / f I Ivv
I I f/ v v� v / v\ v // _ /� l 1 1 1 1 1 III I \ / /�yi �� >
10. ALL GRADED SLOPES AND FILLS MUST BE STABILIZED WITHIN 14 CALENDAR DAYS AND GRADED SLOPES AND FILLS WITH A \ \ . ?d, ( f I // !�/ 11111'(\ \ \ \ / ( \\� / - \ \ / / / BOU ARY / / l / / 11 l/ 1 I I/ 1 I \ 1/ �I l I\ o
SLOPE GREATER THAN 3:1 WITHIN 7 CALENDAR DAYS AFTER A PHASE OF GRADING IS COMPLETED OR HAS TEMPORARILY 6' \ I f / // \ / _ II \ _ - / / / / / f / / / 1 \ / \ / I cn
CEASED. ASKS 1 ( �/ // l/�A\\\ - �� / A 1
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11. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF THE COUNTY/STATE\\\ \ / \ - / _ / / / l / / l l
/ // / \ \ / \\X
i /
EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. E ISUREA /r/ //� r� / \ \\\ j j // / V j/ I I ( I 1 I I
fnP•)�
12. CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES REQUIRED PER THE APPROVED EROSION
CONTROL PLANS THROUGHOUT THE LIFE CYCLE OF THE PROJECT. THIS MAY INCLUDE: CONSTRUCTION ENTRANCE, SILT
FENCE, DIVERSION DITCHES, SEDIMENT BASIN AND TRAPS, SILT FENCE BAFFLES, AND TREE PROTECTION FENCE.
/
13. INSPECTIONS SHALL BE CONDUCTED AS PRESCRIBED BY FRANKLIN COUNTY AND NCDENR. ADDITIONAL INSPECTIONS MAY�� /
v / I z
v .. 307 / �
BE CONDUCTED ON ANY REASONABLE BASIS, INCLUDING BUT NOT LIMITED TO: RANDOM INSPECTIONS; INSPECTIONS BASED \ \VChA\\)
(I I / (� \ 52 / j (�/ 41 \ A\V� / `/ / / A I / / / / \ �v'
UPON COMPLAINTS OR OTHER NOTICE OF POSSIBLE VIOLATIONS; INSPECTIONS OF DRAINAGE BASINS OR AREAS IDENTIFIED , III II III \\ /\\� \ \ / �� �\ \ l I ( // 1 I / // / \ \
AS HIGHER THAN TYPICAL SOURCES OF SEDIMENT OR OTHER CONTAMINANTS OR POLLUTANTS; INSPECTIONS OF \ �� \ III \` // _ - _ - I \ \ / 9 / / / �\ I I ( / I I / / / / // �// / i ( I \ \ \� \ U
BUSINESSES OR INDUSTRIES OF A TYPE ASSOCIATED WITH HIGHER THAN USUAL DISCHARGERS OF CONTAMINANTS OR ( I ( \\ \\\\ \ \ `\ �� Z
POLLUTANTS OR WITH DISCHARGES OF A TYPE WHICH ARE MORE LIKELY THAN THE TYPICAL DISCHARGE TO CAUSE
VIOLATIONS OF STATE OR FEDERAL WATER QUALITY STANDARDS OR THE NPDES STORMWATER PERMIT; AND JOINTI-
\ - - - 316
INSPECTIONS WITH OTHER AGENCIES INSPECTING UNDER ENVIRONMENTAL AND SAFETY LAWS. INSPECTIONS MAY INCLUDE
51
042BUT ARE NOT LIMITED TO: REVIEWING MAINTENANCE AND REPAIR RECORDS; SAMPLING DISCHARGES, SURFACE WATER, ;zGROUNDWATER, AND MATERIAL OR WATER IN BMPS; EVALUATING THE CONDITION OF BMPS AND STORMWATER 38 O
MANAGEMENT PRACTICES. LUTAR-PAMLICO 50'
14. RIGHT -OF -ENTRY FOR INSPECTION. THE PROPERTY OWNER SHALL GRANT TO FRANKLIN COUNTY ENVIRONMENTAL 37 f� QBUFFER FROM TOP
MANAGEMENT OR ANY OTHER GOVERNING AGENCY, THE RIGHT TO ENTER THE PROPERTY AT REASONABLE TIMES AND INA
REASONABLE MANNER FOR THE PURPOSE OF INSPECTION. OF BANK (TYPICAL)50 43 Q ZcZYU_y�
36 / -� `\ \V 1 / /j 2
15. IF NECESSARY, SLOPES, WHICH EXCEED EIGHT (8) VERTICAL FEET SHOULD BE STABILIZED WITH SYNTHETIC OR VEGETATIVE \ / � , / I \ \ � j � \ \ � � I � 1 / / / 1 \ �\
MATS, IN ADDITION TO HYDROSEEDING. IT MAY BE NECESSARY TO INSTALL TEMPORARY SLOPE DRAINS DURING 44
CONSTRUCTION. TEMPORARY BERMS MAY BE NEEDED UNTIL THE SLOPE IS BROUGHT TO GRADE. f - / I �/ I 1 �(� / // \ \ \- I / / IIII - / \�\\\ / / / 1 / \ \ 9 \\ \ 1 / / \ / \` ( 1 \ \ \ \ \\ \ \ \ \ 0
49
16. THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD ONTO PAVED ROADWAY(S) FROM _ _- - \\\ \ \ ( / ` / I I �^ \ ( \ r / J N \\\ \ \
CONSTRUCTION AREAS AND THE GENERATION OF DUST. THE CONTRACTOR SHALL DAILY REMOVE MUD/SOIL FROM - - \�� �` \ \ 34 \ \ i -
PAVEMENT, AS MAY BE REQUIRED. -A\ \` �/ / \ / I AV A\� /// v 32 1 I 1 \CA
mow- \V\r `\ 45 `// / / / V Il J 1 \ \ \
17. ALL WATERS OF THE STATE (WOS), INCLUDING WETLANDS, ARE TO BE FLAGGED OR OTHERWISE CLEARLY MARKED IN THE / / / / / \ \ I I \� ` \ \ U C�
FIELD. A DOUBLE ROW OF SILT FENCE IS TO BE INSTALLED IN ALL AREAS WHERE A 50 -FOOT BUFFER CAN'T BE MAINTAINED \ / / % \ \\\ \ / / / / _ \ 26 I /// \ W
BETWEEN THE DISTURBED AREA AND ALL WOS. A 10 -FOOT BUFFER SHOULD BE MAINTAINED BETWEEN THE LAST ROW OF SILT \ \ / 48 / \ I / II (I \\\�I (I \ z
FENCE AND ALL WATERS OF THE STATE. FEMA 100 \ \� \ \ \ I // I II I I I \``\\\\\ �/ /// / 32 / f I I \ 27 I
v vv ,, J J1 I //` �/ �� �� v vIv vvv �I�/ II
I v YEAR FLooD SVA \� \ � � / V A 1 � III I 1 I � �v vv - / / I � 1 28
1 / /� I �
LINE, (TYP.) \ \\\ \ I / // I III 1 \\\�\\ \ (`� \ // \ / 31 \ / 1 29 I \ // ///\\
SPECIAL INSPECTIONS NOTES: J 11 / \\ \ \ 30\\ \\ \�_;- \ l / 1 1 " ` W
I / V V A v 8vvvv �% \ 1 1 1 1\ �� J /% / l `r i/ W Z
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EFFECTIVE OCTOBER 1ST, 2010, PERSONS RESPONSIBLE FOR LAND DISTURBING ACTIVITIES l� ///1// / \\ _ / / \\ = -�� - �_�_ = _ _ / ��� �i ������� - - / V� o��' O
11,1, \ I \\\ _ _ = J a
MUST INSPECT SEDIMENT AND EROSION CONTROL MEASURES ON A PROJECT AFTER EACH � � \ l \ � � /// I I (� \\ / �� � ��������\ \ � ` -_ \ - � i � �iii� _ -
\ �I I� II i� 1 I\\ / �/ / EXIST. \ \\� 300,, - ����������� - _ �� ������� / / J Z
PHASE OF THE PROJECT TO ENSURE THAT THE APPROVED EROSION AND SEDIMENTATION \( I« `Il �- � � = � � ___��� ���i�
POND A ������A���� �% - I Q
- -- -
CONTROL PLAN IS BEING FOLLOWIED. A SAMPLE SELF -INSPECTION REPORT, AS WELL AS %J��
DETAILS OF THE SELF -INSPECTION PROGRAM CAN BE FOUND ONLINE AT � I � \ I I\ \ \ � � _ �_ /�/// 1\I\\\ \\ /// / � ` - J - -� �� ������� _� _�_%�� � / �� \ 1 ( 1 � � Z
HTTP://PORTAL.NCDENR.ORG/WEB/LR/EROSION I \ \\\\\ h\I\ _ - ^���\\I\\\I\ \\\I(�( // / / // EXIST. \ \ I 1 w
-�� 1( - ���
WETLANDS�_ �_ `�
AS A MINIMUM, THE INSPECTION SHALL BE PERFORMED AFTER EACH OF THE FOLLOWING � �EXIST. \ \ I II� I ( ) � �� � � ' i �� i \ Q W Y
PHASES OF THE PLAN:
WETLANDS 1� I 11 I III I I Ill i //ll Ill )) / / - y i e"`� _=�� - �\ \ 1 1 1 W
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1. INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL MEASURES. \\ I 1 III _ _ - -=J1
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2. INSTALLATION OF SEDIMENT TRAPS/BASINS AND/OR SKIMMER BASINS. . � III � \-� _! i� / / /moi fi � � �' - - � , , / � - r _ � - �- _�_ � U
cJ \ ( \ - __ _ -__moi
3. CLEARING AND GRUBBING OF EXISTING GROUND COVER. f l // �l I - - - � i/ //
4. COMPLETION OF ANY PHASE OF GRADING THAT REQUIRES PROVISION OF ' / / /I /111/
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STABILIZATION. 1 �� /J (111 - _ = i/ �\ /I _ _ i - / _ __ / 0
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5. INSTALLATION OF MEASURES DURING ANY PHASE OF THE PROJECT. / / \ - / j /� - -\� \ / \7
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6. COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
7. INSTALLATION OF STORMWATER RETENTION OR WATER QUALITY MEASURES. \ \
8. QUARTERLY UNTIL THE ESTABLISHMENT OF PERMANENT GROUND COVER IS FULLY \ \ PROJECT INFORMATION
- - \ ��\ \\\\ \� \\\ \ \ - - \ \ _' //'� Know what's below.PROJECT MANAGER: SM
ESTABLISHED. 1 \ \ I / / / / \ \ \ ( \ \ / r /�
/ \ j\I \ \\� I / / / ' Call before oudi
NOTE THE ABOVE INSPECTION REQUIREMENTS ARE IN ADDITION TO NPDES INSPECTION V r / 1 / 1 ( (`\ \\ \` \\ \\\ 11 �/ // / / / / // / / \ \ ) 1 \ \\ \ ` \ ` / / /� / / / / / %�� i g�
REQUIREMENTS. i l DESIGNED BY: SLH
DRAWN BY: RDD
GRAPHIC SCALE
PROJECT NUMBER: DU16.400
100' 0 50' 100' 200' 400'
ORIGINAL DATE: 12/08/2016
SHEET:
( IN FEET )
1 inch = 100 ft. C5.8

0
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SPECIAL INSPECTIONS NOTES:
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LEGEND
EXIST. MAJOR CONTOUR —
EXIST. MINOR CONTOUR
EXIST. SOILS
EFFECTIVE OCTOBER 1ST, 2010, PERSONS RESPONSIBLE FOR LAND DISTURBING ACTIVITIES
MUST INSPECT SEDIMENT AND EROSION CONTROL MEASURES ON A PROJECT AFTER EACH
PHASE OF THE PROJECT TO ENSURE THAT THE APPROVED EROSION AND SEDIMENTATION
CONTROL PLAN IS BEING FOLLOWIED. A SAMPLE SELF -INSPECTION REPORT, AS WELL AS
DETAILS OF THE SELF -INSPECTION PROGRAM CAN BE FOUND ONLINE AT
HTTP://PORTAL.NCDENR.ORG/WEB/LR/EROSION
AS A MINIMUM, THE INSPECTION SHALL BE PERFORMED AFTER EACH OF THE FOLLOWING
PHASES OF THE PLAN:
1. INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL MEASURES.
2. INSTALLATION OF SEDIMENT TRAPS/BASINS AND/OR SKIMMER BASINS.
3. CLEARING AND GRUBBING OF EXISTING GROUND COVER.
4. COMPLETION OF ANY PHASE OF GRADING THAT REQUIRES PROVISION OF
STABILIZATION.
5. INSTALLATION OF MEASURES DURING ANY PHASE OF THE PROJECT.
6. COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
7. INSTALLATION OF STORMWATER RETENTION OR WATER QUALITY MEASURES.
8. QUARTERLY UNTIL THE ESTABLISHMENT OF PERMANENT GROUND COVER IS FULLY
ESTABLISHED.
NOTE THE ABOVE INSPECTION REQUIREMENTS ARE IN ADDITION TO NPDES INSPECTION
REQUIREMENTS.
EXIST. WETLANDS
EXIST. TREE LINE
EXIST. STORM CULVERT
PROP. DISTURBANCE LIMITS
PROP. DRAINAGE AREA
TEMP. SILT FENCE
TEMP. HIGH HAZARD SILT FENCE
PROP. TREE PROTECTION
PROP. CONSTRUCTION ENTRANCE
PROP. DIVERSION DITCH
PROP. ROCK CHECK DAM
TEMP. SILT FENCE OUTLET
TEMP. SLOPE DRAIN
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GRAPHIC SCALE
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CLEARWATER CREEK - SHEET INDEX SCALE: 1" = 400'
SPECIAL INSPECTIONS NOTES:
EFFECTIVE OCTOBER 1ST, 2010, PERSONS RESPONSIBLE FOR LAND DISTURBING ACTIVITIES
MUST INSPECT SEDIMENT AND EROSION CONTROL MEASURES ON A PROJECT AFTER EACH
PHASE OF THE PROJECT TO ENSURE THAT THE APPROVED EROSION AND SEDIMENTATION
CONTROL PLAN IS BEING FOLLOWIED. A SAMPLE SELF -INSPECTION REPORT, AS WELL AS
DETAILS OF THE SELF -INSPECTION PROGRAM CAN BE FOUND ONLINE AT
HTTP://PORTAL. NCDENR.ORG/WEB/LR/EROSION
AS A MINIMUM, THE INSPECTION SHALL BE PERFORMED AFTER EACH OF THE FOLLOWING
PHASES OF THE PLAN:
1. INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL MEASURES.
2. INSTALLATION OF SEDIMENT TRAPS/BASINS AND/OR SKIMMER BASINS.
3. CLEARING AND GRUBBING OF EXISTING GROUND COVER.
4. COMPLETION OF ANY PHASE OF GRADING THAT REQUIRES PROVISION OF
STABILIZATION.
5. INSTALLATION OF MEASURES DURING ANY PHASE OF THE PROJECT.
6. COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
7. INSTALLATION OF STORMWATER RETENTION OR WATER QUALITY MEASURES.
8. QUARTERLY UNTIL THE ESTABLISHMENT OF PERMANENT GROUND COVER IS FULLY
ESTABLISHED.
NOTE THE ABOVE INSPECTION REQUIREMENTS ARE IN ADDITION TO NPDES INSPECTION
REQUIREMENTS.
LEGEND
EXIST. MAJOR CONTOUR
EXIST. MINOR CONTOUR
EXIST. SOILS
EXIST. WETLANDS
EXIST. TREE LINE
EXIST. STORM CULVERT
PROP. DISTURBANCE LIMITS
PROP. DRAINAGE AREA
TEMP. SILT FENCE
TEMP. HIGH HAZARD SILT FENCE
PROP. TREE PROTECTION
PROP. CONSTRUCTION ENTRANCE
PROP. DIVERSION DITCH
PROP. ROCK CHECK DAM
TEMP. SILT FENCE OUTLET
TEMP. SLOPE DRAIN
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ITC 'SCALF
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= LICENSE NO.: =
i C-0587 i =
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PROJECT INFORMATION
PROJECT MANAGER:
SM
DESIGNED BY:
SLH
DRAWN BY:
RDD
PROJECT NUMBER:
DU16.400
ORIGINAL DATE:
12/08/2016
SHEET:
C5.1 0

CONSTRUCTION SEQUENCE: LEGEND \
PRE -CONSTRUCTION PHASE
EXIST. MAJOR CONTOUR /�
1. RECEIVE NPDES COVERAGE FROM NCDENR NOTE: \\ �\ .�\VA 1 \ l.'
2. SCHEDULE PRE -CONSTRUCTION MEETING WITH NCDENR AND FRANKLIN COUNTY INSPECTOR (TO BE HELD ON-SITE EXIST. MINOR CONTOUR
IF MORE THAN 10 DISTURBED ACRES AND NON-LINEAR) TOTAL DENUDED AREA: 39.0 AC
� u
3. NOTIFY NCDENR A MINIMUM OF 48 HOURS PRIOR TO BEGINNING LAND DISTURBANCE ACTIVITIES PHASE 1 DENUDED AREA: 25.0 AC
4. INSTALL CONSTRUCTION ENTRANCE EXIST. SOILS PHASE 2 DENUDED AREA: 14.0 AC
5. CLEAR AND GRUB ONLY AS NECESSARY FOR INSTALLATION OF PERIMETER CONTROLS // / _ X\\
/ \ 356
6. INSTALL PERIMETER CONTROLS (E.G., SILT FENCE) EXIST. WETLANDS % V A V A\ �� �6+ J
7. INSTALL TEMPORARY DIVERSIONS AND PIPING AS SHOWN ON THE PLANS TO DIVERT FLOWS FROM OFF-SITE / \\ / \ \ \ \ \ �,p %, i
DRAINAGE AREAS A \ \ V C%-
8. CLEAR AND GRUB AREA FOR SEDIMENT BASINS. PROP. CONTOUR �V A \A\ 0-
9.
9. INSTALL SEDIMENT BASINS (OUTLET STRUCTURES MUST BE COMPLETELY INSTALLED AS SHOWN ON THE DETAILS
BEFORE PROCEEDING TO THE NEXT STEP. NO ADDITIONAL LAND DISTURBING ACTIVITIES SHALL OCCUR UNTIL THE
EXIST. TREE LINE / // 00
STRUCTURE IS COMPLETELY INSTALLED) / // / \7 Q\V A
GRADING OPERATION PHASE / /
PROP. DISTURBANCE LIMITS \ // / // \ o ^ \ \
10. CLEAR AND GRUB SITE ONLY AS (SEDIMENT AND EROSION CONTROL MEASURES FOR THESE AREAS MUST /G
ALREADY BE INSTALLED) PROP. DRAINAGE AREA // / / - A / � V d Q \ \\\\\
11. BEGIN ROUGH GRADING
12. DILIGENTLY MAINTAIN EROSION CONTROL DEVICES DURING GRADING OPERATIONS
13. INSTALL DIVERSION DITCHES AND ROCK CHECK DAMS TEMP. SILT FENCE -X X X / / / / \94
14. AS AREAS ARE BROUGHT TO GRADE, DIVERSION DITCHES SHOULD BE CONTINUOUSLY MOVED UP THE SLOPE AS / / / / / \ \ \\ , sO GegO \ \_5
FILL INCREASES PROP. TREE PROTECTION
15. AS AREAS ARE BROUGHT TO FINISHED GRADE, THEY SHALL BE SEEDED AND FERTILIZED AS SOON AS POSSIBLE \ �/ I / \ \ 93
16. APPROVAL FROM THE EROSION CONTROL INSPECTOR MUST BE OBTAINED BEFORE PROCEEDING WITH PHASE 2 OF PR I - _ \
THE EROSION CONTROL PLAN PROP. CONSTRUCTION ENTRANCE / //
//� /� � ( � _ \ 92 \ \ \ - f � � / �� �\� PEAR E PROPERTIES, LLC
UTILITY CONSTRUCTION PHASE FO -0-0-0-70
/"► I ( \ 1 / I �\ B. 1168, PG. 163
�+ \\ P N 1864--58-8712
TEMP. SILT FENCE OUTLET1000000 %CP R CT g\ 24
17. INSTALL STORM DRAIN SYSTEM AND PLACE INLET PROTECTION AS EACH INLET IS INSTALLED / �� \ \ \ , �ro0 I r
18. INSTALL ROCK CHECK DAMS AND DIVERSION DITCHES DURING THE CONSTRUCTION OF THE DRAINAGE SYSTEMS / / / 36
19. DIVERT ALL RUNOFF FROM STORM DRAINAGE SYSTEM INTO THE APPROPRIATE SEDIMENT BASIN PRIOR TO �\ // / / \ \
LEAVING THE DISTURBED AREA / / I \ ` \ \ \ ` \ \ \ - \ \ / \
20. COMPLETE STORM DRAINAGE AND UTILITY CONSTRUCTION
21. BEGIN FINE GRADING, PAVING, ETC.
PROJECT COMPLETION PHASE \ V�
22. PERMANENTLY STABILIZE ALL DISTURBED AREAS / V A \ V \ �,
23. REQUEST APPROVAL TO REMOVE EROSION CONTROL MEASURES FROM INSPECTOR P // \ \ Q� - - ��� _ - - - \
24. UPON APPROVAL, REMOVE TEMPORARY SEDIMENT AND EROSION CONTROL MEASURES AFTER ENTIRE AREA D� / \ \ \ V A A \��IIII V AA
DRAINING TO THE STRUCTURE IS FINALLY STABILIZED I II
25. BRING BASIN AREA TO GRADE AS SHOWN ON THE CONSTRUCTION DRAWINGS \ 22
26. CONVERT SEDIMENT BASINS TO PERMANENT WATER QUALITY FEATURES �A \ \ VA �� \ \� \\I I �I I� ��III\1111 A \\z \
s
EROSION CONTROL SEQUENCE (PHASE 2): ��
1. VERIFY SILT FENCE INSTALLED DURING PHASE 1 IS STILL PROVIDING PROTECTION TO KEEP SEDIMENT FROM \ \ \ \ \ \ - ' - - / \ I ofl -
LEAVING PROJECT LIMITS- FIELD ADJUST LOCATIONS OF SEDIMENT FENCE AS NECESSARY TO PREVENT SEDIMENT
LEAVING PROJECT LIMITS.2.
S PHASE.
3. NOUGH GRADE ROAD AND STALL PERMANENT STORMS PIPES ATALL ND I STTRUCTURETIONAL OSFAS SHOWN ON HESEF PREVENTION UPLANSRES HWSTALL TEWN IN IMPORARY PIPES
FROM PERMANENT STORM SYSTEM TO EROSION CONTROL BASINS AS INDICATED ON THESE PLANS. \ \ \ \ \ \ \ 02 /- / /// - / I 20
4. INSTALL TEMPORARY OUTLET STABILIZATION AT ALL TEMPORARY OUTFALLS. \ / /
62 \\\
5. ONCE PERMANENT STORM SYSTEM IS INSTALLED AND ROUTED TO EROSION CONTROL BASINS USING TEMPORARY /
PIPES GRADING OF INDIVIDUAL LOTS MAY COMMENCE. // \ \ \ \ II I \c�3. // �� `\\�� �� ///
6. GRADE LOTS PER DETAIL SHOWN ON SHEET C3.0 -C3.4 PROVIDING SILT FENCE AND RUNOFF MEASURES TO /� \\ \ \ \ \ \ \ / I \ // \� \\\ / /
PREVENT SEDIMENT FROM LEAVING LOT. g
7. INSTALL ALL OTHER UTILITIES INDICATED ON UTILITY PLAN AND PROFILES WITHIN CONTRACT.
\ / 1 l \
8. STABILIZE ALL SLOPES AS SOON AS APPLICABLE PER SEEDING SCHEDULE- SEE DETAILS. i� \\ \ ' 30 \ / \70
9. LOCATE CONCRETE WASH OUT AREA AS INDICATED ON THESE PLANS. I
vv-- vv / 9
10. PAVE PROPOSED ROADS. - \ \\\ \ \ / 1< ///
11. STABILIZE ALL REMAINING DENUDED AREAS. \�\ - -���� \ \\ \ / ) I )� /� / // //` \\\ J� /( 18
12. GRADE ANY REMAINING LOTS AND STABILIZE RESULTING DENUDED AREAS. \ \\ \�\,� c
13. ONCE ALL CONSTRUCTION AND LOT GRADING IS COMPLETE, CALL EROSION CONTROL INSPECTOR TO SCHEDULE \\\� �" \ \ - \ / / / / �/// VO
SITE INSPECTION. \ VA \
=280 \VA �� �// / ����/I
14. ONCE EROSION CONTROL INSPECTOR GRANTS PERMISSION TO CLOSE TEMPORARY EROSION CONTROL BASINS � �
/ \ \
EXCAVATE ACCUMULATED SEDIMENT AND DISPOSE OF PER PROJECT SPECIFICATIONS AND PLANS. A� \ /��� �O ✓ / / / A VA (/ 17
15. BACKFILL AND GRADE BASINS TO ACHIEVE PROPOSED GRADES SHOWING ON FINAL GRADING PLANS.-��\ �\���\
16. STABILIZE ALL DISTURBED AREAS RESULTING FROM BASIN CONVERSION/CLOSURE. O \ / \ \ 59 // 340_ /
17. DO NOT CONVERT SEDIMENT BASIN A UNTIL PHASE 2 DEVELOPMENT IS CONSTRUCTED AND STABILIZED. \�
I\�
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58
EROSION CONTROL NOTES:
� v/
1. ALL EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE NC EROSION AND SEDIMENT CONTROL �� \ \ \ // / // \\ \ \ �C �� / / \ ( l�/�
PLANNING AND DESIGN MANUAL, US DEPT. OF AGRICULTURE, AND THE SCS. THE CONTRACTOR SHALL DILIGENTLY % � ��� � - /// j \\ \ ` \ / � - f r / �� � \ \ J f/ / d� I ,,/
AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES TO MINIMIZE EROSION. O -7 r> - - �// / �\ \ / l! \\ jl J I i j �/ /// \ \ \ r /I /�l �'/tel/ \
\Z�
2. ALL LAND OWNERS MUST BE NOTIFIED PRIOR TO CONSTRUCTION, AND ALL EASEMENTS MUST BE CURRENT.
3. CONTRACTOR IS RESPONSIBLE FOR STOPPING SEDIMENTATION DOWNGRADE OF ALL DISTURBED AREAS. SILT _ 290 V �8)//(( AV / / I AVA\
FENCE SHOWN ON THIS PLAN IS THE MINIMUM THAT SHALL BE INSTALLED. CONTRACTOR SHALL INSTALL
ADDITIONAL SILT FENCE WHEREVER FIELD CONDITIONS WILL RESULT IN SEDIMENTATION OF NON -DISTURBED
AREAS.
- ���LTY �/�/ / /l/IIII III I1�1) Ill � I 1 � \ \ \ 1, (I�� ✓/,����/A > ( I o_
4. CONTRACTOR TO MINIMIZE DISTURBANCE WITHIN TAR-PAMLICO 50' BUFFER AS MUCH AS POSSIBLE. \ \ 1 \ I // f� I \ 5 \ \ \\ / / - I\\\ - P• // / / // / //� // / �/ / 1 \ L \ \ �� \ / / \ I 1
DISTURBANCE BEYOND TOP OF BANK OR ANY PART OF STREAM IS STRICTLY PROHIBITED. \ I // %l \ \ \ \ 12 \ \ BSS�J f�I DARY
//� \ V A\\ \ ✓ - - I I /
V
5. SOILS PRESENT ON-SITE ARE: ChA, Wa6, WeB, WeC, WeD & W a\\\
E IST/STREA /// %/� /
/vvv///� y v �/ �� I I IYl ( I ( i��/// / / �/ I� I ( I Uj
6. TOTAL DENUDED AREA FOR SITE (PHASE 1 & 2): 39.0 AC _ P 5
- �) ♦ V A
7. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE STATE/COUNTY
EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. \ � � � \/ � � � � \ \ \\ � `C � \ / \\ � � I I / � ) \ /^ / I I I I I � / �/ ,• / / \\ / \
8. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF THE \ ` \ ll/� l f ���� \ \ \� // / /// / \ I / ( \ / ) I I IIII / I j �%% l l / / \ / - z
v ���� I v� 10 / //v 3?o I / �/ I 1�� �\ v�vvv
INSPECTORS/COUNTY/STATE. \ V I I IIII�/ 41 A \\�� \ ! / // A / I (/-
�� v III�IIII� v� v�v�
9. ALL DISTURBED AREAS MUST BE STABILIZED WITHIN 14 CALENDAR DAYS AND ALL DISTURBED PERIMETER AREAS \ �� \�\ ���� �// \�� \ \ ( / I / /
v A\ IA111111 ��� I __ /// ��/ / g //i�� \v I I ( �III l I \ / � / l/ll/� /t
1"7
10.
WITHIN 7 CALENDAR DAYS AFTER LAND DISTURBING ACTIVITY IS COMPLETED OR HAS TEMPORARILY CEASED. i J
I IIII I --� \ \ v / /�/�/v
10. ALL GRADED SLOPES AND FILLS MUST BE STABILIZED WITHIN 14 CALENDAR DAYS AND GRADED SLOPES AND \ , I I l - - _ 11 _ \ \ \ /
/ ((l(�v 8
FILLS WITH A SLOPE GREATER THAN 3:1 WITHIN 7 CALENDAR DAYS AFTER A PHASE OF GRADING IS COMPLETED
I I 38
OR HAS TEMPORARILY CEASED. A II 51 I 42
7
11. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF THE
COUNTY/STATE EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
37f
12. CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES REQUIRED PER THE l V A \ V / VA� I/
APPROVED EROSION CONTROL PLANS THROUGHOUT THE LIFE CYCLE OF THE PROJECT. THIS MAY INCLUDE: \ \ / \\\ \\ 50 43 - \ ��� \ /<
%��/ Y\ V�\ ,��II/ 36 Iy v // l l 1 I \vl ,v�� l ��1111II
CONSTRUCTION ENTRANCE, SILT FENCE, DIVERSION DITCHES, SEDIMENT BASIN AND TRAPS, SILT FENCE \ / // \ \ % / \� / l I \\
IAV A \ '� `v \\� IC 5 I / I 2 v vv v v v vy
BAFFLES, AND TREE PROTECTION FENCE.44
\ I / ✓ / / \ � j \ \\ I f_ (/ / / 1 \ \\ ) /// � ` . � \ \ \
13. INSPECTIONS SHALL BE CONDUCTED AS PRESCRIBED BY FRANKLIN COUNTY AND NCDENR. ADDITIONAL
INSPECTIONS MAY BE CONDUCTED ON ANY REASONABLE BASIS, INCLUDING BUT NOT LIMITED TO: RANDOM
INSPECTIONS; INSPECTIONS BASED UPON COMPLAINTS OR OTHER NOTICE OF POSSIBLE VIOLATIONS; ///
v/___��/ 34
INSPECTIONS OF DRAINAGE BASINS OR AREAS IDENTIFIED AS HIGHER THAN TYPICAL SOURCES OF SEDIMENT OR - � � \�\2 \ \\ /� \ / \\\ // \\� \ � /
OTHER CONTAMINANTS OR POLLUTANTS; INSPECTIONS OF BUSINESSES OR INDUSTRIES OF A TYPE ASSOCIATED 1 J// /// \\ \� // / _
WITH HIGHER THAN USUAL DISCHARGERS OF CONTAMINANTS OR POLLUTANTS OR WITH DISCHARGES OF A TYPE \\- \\� II / I \ // / / /// 33 �/ / ✓ - / (/ \ /II� \\
WHICH ARE MORE LIKELY THAN THE TYPICAL DISCHARGE TO CAUSE VIOLATIONS OF STATE OR FEDERAL WATER
QUALITY STANDARDS OR THE NPDES STORMWATER PERMIT; AND JOINT INSPECTIONS WITH OTHER AGENCIES 1 1 ( FEMA 100 \ VAS / / 4,8
INSPECTING UNDER ENVIRONMENTAL AND SAFETY LAWS. INSPECTIONS MAY INCLUDE BUT ARE NOT LIMITED TO: YEAR FLOOD32/
REVIEWING MAINTENANCE AND REPAIR RECORDS; SAMPLING DISCHARGES SURFACE WATER GROUNDWATER I LINE, (TYP.) 32 /)/ f(I//I
v v \ 1 I \ l \ VAV III ,�/I� I
AND MATERIAL OR WATER IN BMPS; EVALUATING THE CONDITION OF BMPS AND STORMWATER MANAGEMENT I\A \ \ i / f ( I I \V�V A / / �/ \ 29 I / / l / // S( �� VA\ \\\V� A
PRACTICES. / \ 46
v� v� /ISI Il I I l l l vvv vv� // / I � 1 v v I l � / v v v � /��
/ �w v v I�� // v/ 31 v �/ 11 29 I v v , I I /ice/ 1 , (//i/vvv v _ �,
� - Muco \\ / y / // I I I I I III �vv� vvv � �, 30 1 1 A I I v , ��� /i ,moo � / �� - A-
14. RIGHT -OF -ENTRY FOR INSPECTION. THE PROPERTY OWNER SHALL GRANT TO FRANKLIN COUNTY ) TAR PA \ \\\�\ 47 / 1 \ \ \\\\\ / \ / / 1 \ �� ✓ �, ; i /
/ \ \ / /\\ VA V� �� I I V A / - /
�o' BUFFER � VA r I ( �/ �, V v� v / /i // 111 \ V A VA � � vvvvv -_� ���/ v 1 1 I � �- �J - �� /ice � � //ll o 1'r \ � J/
ENVIRONMENTAL MANAGEMENT OR ANY OTHER GOVERNING AGENCY, THE RIGHT TO ENTER THE PROPERTY AT �ROM TOP OF I I I //// / \\ \ \ �/ / / \ \ \ \ \\ - = \\\\\\�� \ / \ 1 I J I
\
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REASONABLE TIMES AND IN A REASONABLE MANNER FOR THE PURPOSE OF INSPECTION. • •`,110
40
"CAL)
15. IF NECESSARY, SLOPES, WHICH EXCEED EIGHT 8 VERTICAL FEET SHOULD BE STABILIZED WITH SYNTHETIC OR
( )
VEGETATIVE MATS, IN ADDITION TO HYDROSEEDING. IT MAY BE NECESSARY TO INSTALL TEMPORARY SLOPE III , \ / / EXIST.
DRAINS DURING CONSTRUCTION. TEMPORARY BERMS MAY BE NEEDED UNTIL THE SLOPE IS BROUGHT TO GRADE. ��//
POND
16. THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD ONTO PAVED
ROADWAY(S) FROM CONSTRUCTION AREAS AND THE GENERATION OF DUST. THE CONTRACTOR SHALL DAILY % \ \ ' \ \\ \\\ ��� 11\1\\ / / EXIST.
REMOVE MUD/SOIL FROM PAVEMENT, AS MAY BE REQUIRED. EXIST \ \ III 11� III II( ) I I WETLANDS
I WETLNDS I/)
17. ALL WATERS OF THE STATE (WOS), INCLUDING WETLANDS, ARE TO BE FLAGGED OR OTHERWISE CLEARLY \ \ ` II ��I }i 1111 �I L = _ ="��� / • �� - / / - - - -
MARKED IN THE FIELD. A DOUBLE ROW OF SILT FENCE IS TO BE INSTALLED IN ALL AREAS WHERE A 50 -FOOT
BUFFER CAN'T BE MAINTAINED BETWEEN THE DISTURBED AREA AND ALL WOS. A 10 -FOOT BUFFER SHOULD BE
MAINTAINED BETWEEN THE LAST ROW OF SILT FENCE AND ALL WATERS OF THE STATE.
D
GRAPHIC SCALE o P
100' 0 50' 100' 200' 400' 0
Know whafs below.
( IN FEET > Call before you dig.
1 inch = 100 ft.
LICENSE NO.:
i C-0587 i
CAR
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• 28116
�� •••'FNS � N��`�. •%�,
lI IMT2/08/2016
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PROJECT INFORMATION
MANAGER:
SM
BY:
SLH
BY:
RDD
NUMBER:
DU16.400
RIGINAL DATE:
12/08/2016
iEET:
C5.1 1

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CLEARWATER CREEK - SHEET INDEX SCALE: 1" = 400'
TEMP. SILT
FENCE (TYP.) A i / / / /i , '% i / — _ ���`�'� .....• • ���
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LEGEND
EXIST. MAJOR CONTOUR
EXIST. MINOR CONTOUR
EXIST. SOILS
EXIST. WETLANDS
PROP.CONTOUR
EXIST. TREE LINE
EXIST. STORM CULVERT SSD SDS
PROP. DISTURBANCE LIMITS
PROP. DRAINAGE AREA
TEMP. SILT FENCE —X X X
TEMP. HIGH HAZARD SILT FENCE
PROP. ROCK CHECK DAM
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TEMP. SILT FENCE OUTLET P000%0 O
PROP. TREE PROTECTION
TEMP. INLET PROTECTION I
PROP. CONSTRUCTION ENTRANCE
PROP. EROSION CONTROL BLANKET
348
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GRAPHIC SCALE
40' 0 20' 40' 80'
( IN FEET)
1 inch = 40 ft.
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PROJECT MANAGER:
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DESIGNED BY:
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DRAWN BY:
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PROJECT NUMBER:
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ORIGINAL DATE:
12/08/2016
SHEET:
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CLEARWATER CREEK - SHEET INDEX
LEGEND
EXIST. MAJOR CONTOUR
EXIST. MINOR CONTOUR
EXIST. SOILS
EXIST. WETLANDS
PROP.CONTOUR
EXIST. TREE LINE
EXIST. STORM CULVERT
PROP. DISTURBANCE LIMITS
PROP. DRAINAGE AREA
TEMP. SILT FENCE
TEMP. HIGH HAZARD SILT FENCE
PROP. ROCK CHECK DAM
TEMP, SILT FENCE OUTLET
PROP. TREE PROTECTION
TEMP, INLET PROTECTION
PROP. CONSTRUCTION ENTRANCE
PROP. EROSION CONTROL BLANKET
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PROJECT INFORMATION
PROJECT MANAGER: SM
DESIGNED BY: SLH
® DRAWN BY: RDD
iso' PROJECT NUMBER: DU16.400
9ORIGINAL DATE: 12/08/2016
Know what's below.
C1II before you dig. SHEET:
C5.13

NOTES:
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1. A STABILIZED ENTRANCE PAD OF 2" TO 3" WASHED STONE SHALL BE LOCATED WHERE TRAFFIC WILL ENTER OR LEAVE THE
V N C
CONSTRUCTION SITE ONTO A PUBLIC STREET. IF SUITABLE AGGREGATE IS UNAVAILABLE, THEN #2 (ASTM C33) OR RAILROAD
BALLAST STONE MAY BE USED.
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2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE.
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3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENTNORTH
s' MAX.
ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL
STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
STEEL POST STEEL POST
AMERICAN
GREEN -_III
4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY.
_--III _III 6„
'�-II_I-1 _III I� \\/\\\/\ (15 CM)
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5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN
WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN
z x FILTER FABRIC
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WOVEN FILTER FABRIC n �m
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APPROVED SEDIMENT BASIN.
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50' MIN.
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I II F --I
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EXISTING GROUND'
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SOIL STABILIZATION FABRIC
UNDER STONE
GENERAL NOTES:
///%///\
1. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF6"
MORE THAN 30 DAYS.
\\` ` (10 CM - 1 CM)y
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50' MIN.
(15
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2. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE SELF -FASTENER ANGLE STEEL
® ®
TYPE. MAINTENANCE NOTES:
1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. NOTE: WHEN USING CELL DO NOT SEED
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3. TURN SILT FENCE UP SLOPE AT ENDS. 1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY
OR HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING
4. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING IS PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
-0 -SEED
PREPARED AREA. CELL -O -SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.
2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH WITH APPROXIMATELY 12" 30 CM) OF BLANKET
EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" CMS APART IN THE
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ADJACENT TO SWIM BUFFERS, STREAMS OR WETLANDS (REFER TO SWIM BUFFER
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LICENSE NO.:
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GUIDELINES). THE COLOR ORANGE IS RESERVED FOR VISUAL IDENTIFICATION OF 2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END
SENSITIVE AREAS. OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE
(30
BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM)
_ ;
C-0587
J
mFABRIC
SHALL BE REPLACED PROMPTLY.
ACROSS THE WIDTH OF THE BLANKET.
5. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE.
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH APPROX. HALF
3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL
BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE.
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6. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE
WHEN USING THE DOT SYSTEM, STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
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EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. AFTER THE SILT ENCS IEDREMOVEBE DRESSED TO CONFORM TO THE
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AND DESHALL
EXIST5.
END OVER(SHINGLE
CONSECUTIVEBLANKETS WITH A 4" - 6" (10 CM -15 CM) OVERLAP. USE A DOUBLE ROW OF STAPLES STAGGERED 4" (10 CM)
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7. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR OTHER
AREAS OF CONCENTRATED FLOW.
FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES STAKES APPROXIMATELY 12" (30 CM) APART IN A 6" 15 CM)
/
DEEP X 6" (15 CM) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
NOT TO SCALE
NOT TO SCALE
6. ADJACENT BLANKETS MUST BE OVERLAPPED APPROXIMATELY 2" - 5" (5 CM -12.5 CM) (DEPENDING ON BLANKET TYPE) AND STAPLED.
7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT (9 M - 12 M) INTERVALS. USE A DOUBLE ROW OF STAPLES
N CENTER OVER ENTIRE WIDTH OF THE CHANNEL.
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STABILIZED CONSTRUCTION
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8. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED WITH LI ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART INA 6" (15 CM) DEEP X 6" (15 CM)
WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
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ENTRANCE
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* IINE LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSARY TO PROPERLY ANCHOR THE BLANKETS.
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C. CHANNEL BOTTOM/SIDE ** IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE
IIII 1111 12/08/2016
ARM ASSEMBLY a
INLET ZONE 25%
OF SURFACE AREA
INLET25% GENERAL NOTES:
A SLOPE VERTICES OR STAKE LENGTHS GREATER THAN 6" (15 cm) MAY
B BE NECESSARY TO PROPERLY ANCHOR THE BLANKETS.
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SURZONE
FACE AREA
00
X\ 1. DRIVE 5' STEEL POST AT LEAST
O� OUTLET ZONE 15% 24" INTO SOLID GROUND.
PONTOS CRITICOS
A. TRASLAPES Y JUNTAS * LA SEPARACION HORIZONTAL DE LAS GRAPAS SE DEBE ALTERAR
SI SE NECESITA, PARA PERMITIR QUE LAS GRAPAS ASEGUREN LOS
C. FONDO DEL CANAL/VERTICES PUNTOS CRITICOS A LO LARGO DE LA SUPERFICIE DEL CANAL.
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2. USE STAPLES 1' APART
HORIZONTALLY AND VERTICALLY
DE LAS PENDIENTES LATERALES ** EN CONDICIONES DE SUELO SUELTO, PUEDE QUE SE NECESITEN
°
TO ATTACH THE FILTER FABRIC CSO /
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GRAPAS 0 ESTACAS DE MAS DE 6" (15 CM) DE LARGO PARA
ASEGURAR LAS MANTAS CORRECTAMENTE.
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\ TO THE WIRE FENCE.
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PERSPECTIVE VIEW
X
3. MINIMUM BAFFLE SPACING IS 10'.
FLOW X 4. THE FLOOR OF THE BASIN IN
STAPLE PATTERN GUIDE
PVC VENT SCHEDULE 40
THE OUTLET ZONE AND BERMS
\ BE SEEDED
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PVC ELBOW PIPE PVC PIPE
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ATELY
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.1 ° °� ° 5. REFER TO NCESCPDM SECTION
EgRT X #6.65 FOR ADDITIONAL
l eERM
1.50'[0.46M] 1.50' [0.46M]
3.00' [0.91 M] • 3.00'[0.91M] • •
�° °�
SPECIFIATIONS.
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PVC END CAP
SCHEDULE 40
PVC PIPE
1/2" HOLES IN PVC PIPE
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2.00' [0.61 M]
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4.00' [1.22M] • 1.00' [0.30M]
•
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PVC TEE UNDERSIDE ORIFICE
PVC TEE
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1 • • • 4.00'[1.22M]
PLATE
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3.4 STAPLES PER SQ. YD. 3.6 STAPLES PER SQ. YD.
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3.6 GRAPAS POR YD COAD
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M
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FRONT VIEW
COMPACT
FENCE AND FABRIC
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SWALE LINER INSTALLATION
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SCHEMATIC OF SKIMMER TAKEN FROM PENNSYLVANIA EROSION AND SEDIMENT POLLUTION CONTROL MANUAL, MARCH 2000.
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NOT TO SCALE
NOT TO SCALE
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BAFFLE INSTALLATION IN SKIMMER BASIN
SWALE LINER INSTALLATION
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1. CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF APRON TO BE DESIGNED BY THE ENGINEER. END OF FLARED SECTION
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2• REFER TO THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING DESIGN MANUAL FOR STANDARDS
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RELATED TO THE CONSTRUCTION OF RIP -RAP APRONS (6.41)
GALVANIZED HARDWARE CLOTH WITH
OPENING SIZE OF 0.5" AND 0.063"
LL.
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3. RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END OF THE PIPE OR
CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF 2:1 AND A HEIGHT NOT LESS THAN TWO
GENERAL NOTES:
4' MAX. WIRE (MIN.) STRUNG ACROSS OPENING
STEEL POST OUTS
THIRDS THE PIPE DIAMETER OR CULVERT HEIGHT.
CLASS 1 OR 2
Q
4. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE SURFACE OF THE
RECEIVING CHANNEL. THE AREA TO BE PAVED OR RIPRAPPED SHALL BE UNDERCUT SO THAT THE
1. UNIFORMLY GRADE A SHALLOW
DEPRESSION APPROACHING THE INLET.
-RAP WITH
WIRE FENCING RIP RAP
(IF 4 INCHES OF
W
STONE STEEL POST
APPLICABLE) WAUPSDTREAM
cn
INVERT OF THE APRON SHALL BE AT THE SAME GRADE (FLUSH) WITH THE SURFACE OF THE
FACCE
Q
RECEIVING CHANNEL. THE APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END.
2. DRIVE 5 -FOOT STEEL POSTS 2 FEET INTO
THE GROUND SURROUNDING THE INLET.
CLASS 1 OR 2
�
5. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM WIDTH OF THE
RECEIVING CHANNEL. MAXIMUM TAPER TO RECEIVING CHANNEL 5:1 o a
6. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER. e o B
7. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING CHANNEL SHALL NOT J
SPACE POSTS EVENLY AROUND THE
PERIMETER OF THE INLET, A MAXIMUM OF 4' MAX.
4 FEET APART. 19 -GAUGE HARDWARE CLOTH
WOVEN FILTER FABRIC ti� 2. RIP -RAP
WASHED STONE
(NCDOT #5 OR #57)
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MESH OPENINGS
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3. SURROUND THE POSTS WITH WIRE MESH
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wHARDWARE
8. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON WILL BE PERMITTED.
------------------- -
CLOTH. SECURE THE WIRE
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-- .-1 -.- = - = -1 .III III
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9. FILTER FABRIC SHALL BE INSTALLED ON COMPACTED SUBGRADE PRIOR TO PLACEMENT OF RIP RAP.
MESH TO THE STEEL POSTS AT THE TOP,
.- . . _=1 .
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W�
10. ANY DISTURBED AREA FROM END OF APRON TO RELIEVING CHANNEL MUST BE STABILIZED r END OF APRON
MIDDLE, AND BOTTOM. PLACING A
2 -FOOT FLAP OF THE WIRE MESH UNDER
II
= . ,.._-i 1-_ - - - _)-
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3,
THE GRAVEL FOR ANCHORING IS NCDOT #5 OR #57
RECOMMENDED.
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WASHED STONE 2'
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4. PLACE CLEAN GRAVEL (NC DOT #5 OR _---
#57 STONE) ON A 2:1 SLOPE WITH A
Z
0 SLOPE
2 7
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- -
I�I�I�I�IMN�1�1-III-II�iI -
HEIGHT OF 16 INCHES AROUND THE WIRE, 16" MIN.
AND SMOOTH TO AN EVEN GRADE. if
LLILL
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_ - - _ _ -I I III 1 I� 1' MIN.
5. ONCE THE CONTRIBUTING DRAINAGE
a
1' MIN. _
V-6" FILTER FABRIC LAP
AREA HAS BEEN STABILIZED, REMOVE 2'
UU
(IF NEEDED)
ACCUMULATED SEDIMENT, AND
GENERAL NOTES: MAINTENANCE NOTES:
J W
ELEVATION
ESTABLISH FINAL GRADING ELEVATIONS.
NCDOT #5 OR #57
1. SEDIMENT FILTER OUTLET SHALL BE 16 INCHES HIGH BUT NO TALLER THAN 18 INCHES. 1. FILTER OUTLETS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY OR
0 V
6. COMPACT THE AREA PROPERLY AND WASHED STONE
HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING
2. CLASS 1 OR 2 RIP -RAP SHALL BE USED AND COVERED WITH 4 INCHES OF NCDOT #5 OR PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
0'
Q
STABILIZED IT WITH GROUNDCOVER.
#57 WASHED STONE ON THE UPSLOPE SIDE.
NATURAL GRADE
FILTERED
2. THE STONE SHALL BE REPLACED PROMPTLY AFTER ANY EVENT THAT HAS CLOGGED
�I
WATER
3. POSTS SHALL BE NO MORE THAN 4 FEET APART. OR REMOVED IT.
V
41 RIP RAP =11�
H 4Id �I I� =
4. SITE OUTLETS AT ANY POINT SMALL CONCENTRATED FLOWS ARE ANTICIPATED AND AT THE 3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH HALF THE HEIGHT
DIRECTION OF THE INSPECTOR. OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT
FENCE OUTLET IS REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING
PROJECT INFORMATION
1 �Im
iIIN _ T (THICKNESS)=iO' MIN.
5. ONE ACRE MAXIMUM DRAINAGE AREA PER OUTLET. GRADE, PREPARED AND SEEDED.
PROJECT MANAGER:
SM
• d50 (see fig 8.06 a&b "NC SEDIMENT AND EROSION CONTROL MANUAL"
DESIGNED BY:
SLH
dmax = 1.5 x d50
T = 1.5 X dmax. LAYER OF FILTER FABRIC
NOTE:
,
T(min.)=10" MINIMUM H=2/3 PIPE DIAMETER
DRAWN BY:
RDD
SECTION B -B
o
PROJECT NUMBER:
DU16.400
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
ORIGINAL DATE:
12/08/2016
SHEET:
Know below.
RIP -RAP APRON AT PIPE OUTFALLS GRAVEL AND HARDWARE MESH INLET PROTECTION TEMPORARY STONE OPENING IN SILT FENCE Call b
0111 before you dig.
C5.14

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0
SEDIMENT BASIN
DESIGN CRITERIA
DRAINAGE
Q10
AREA
>10 AC.
(ACRES)
<100 AC.
MIN.
NOTES:
LENGTH TO
1. REFER TO NCESCPDM
WIDTH RATIO
2:1
MAX.
ADDITIONAL DESIGN
LENGTH TO
6:1
WIDTH RATIO
REGARDING SEDIMENT
MIN.
1800
VOLUME
(CU. FT.
REQUIRED
PER AC.
RISER
DISTURBED)
A-PH2
435
SURFACE
(gQ. FT.
AREA
PER CFS
REQUIRED
Q10)
DATA BLOCK
PLAN VIEW
INFLOW
STRUCTURE
3RD BAFFLE:
DRAINAGE
AREA
(ACRES)
HARDWARE
Q10
CLOTH
BASIN SURFACE AREA
REQUIRED PROVIDED
(SQ FT.) (SQ FT.)
SURROUNDING
H
(FEET)
SKIMMER
NOTES:
SPILLWAY
1. REFER TO NCESCPDM
CROSS-SECTION VIEW
SECTION #6.61 FOR
19.86
ADDITIONAL DESIGN
41.79
SPECIFICATIONS
18,181
REGARDING SEDIMENT
2
BASINS.
5
2. REFER TO DETAIL THIS
1.59
SHEET FOR BAFFLE
RISER
SPACING AND
A-PH2
INSTALLATION.
AVERAGE AREA*
DRAINAGE
AREA
(ACRES)
WIDTH W
Q10
L
BASIN SURFACE AREA
REQUIRED PROVIDED
(SQ FT.) (SQ FT.)
* AREA OF BASIN WATER
H
(FEET)
SURFACE AT TOP OF PRINCIPAL
L
(FEET)
SPILLWAY
W
(FEET)
CROSS-SECTION VIEW
1' FREEBOARD w
INFLOW 6" MIN. INVERT ELEVATION EMBANKMENT
STRUCTURE OF EMERGENCY SPILLWAYZ -T
PRIMARY SPILLWAY (RISER) i
DEWATERING
ZONE -
FILTER FABRIC
SEDIMENT
STORAGE ZONE
H
BAFFLES
Z
EMERGENCY
SPILLWAY
ANTI -SEEP
COLLAR NOT TO SCALE
BASIN
DRAINAGE
AREA
(ACRES)
DENUDED
(ACRES)
AREA
Q10
BASIN VOLUME
REQUIRED PROVIDED
(CUBIC FT.) (CUBIC FT.)
BASIN SURFACE AREA
REQUIRED PROVIDED
(SQ FT.) (SQ FT.)
CLEANOUT
DEPTH (FT.)
H/2
H
(FEET)
z
(FEET)
L
(FEET)
T
(FEET)
W
(FEET)
SKIMMER SKIMMER
PIPE ORIFICE
DIAMETER DIAMETER
A-PH1
19.86
8.63
41.79
35,756 87,626
18,181
25,574
2
4
5
10
1.59
10
4"
1.5"
A-PH2
21.64
11.20
52.44
40,832 47,410
24,137
25,574
2
4
5
10
1.54
10
4"
1.5"
B-PH1
11.92
8.46
29.05
21,456 25,932
12,637
14,555
2
4
5
10
1.67
10
3"
1.2"
B-PH2
1 11.67
3.87
32.33
19,170 25,932
14,065
14,555
2
4
5
10
1.54
1 10
3"
1.2"
SEDIMENT BASIN
GALVANIZED TRASH RACK WELDED 1.5' MIN 1 I I II I II I II I ILI I II I II I If-
TO STRUCTURE
� -I I ISI 1=
1'MIN=1I1LI=J_I=1LI=1II-II
1=1 11=1 11=1 11=1 11=1 I I=- I 11
- - - - - - - - - - - - I11=111E111E111E111EI I I=11I II I I=
=111=111=111=111=111=1I1�I=�I111-II_ '
PROVIDE WATER -TIGHT WELDED IIIIII til
CONNECTION TO OUTLET BARREL -L PLAN FOR
PERMANENT 48"0 CONCRETE RISER -111-111-ELEVATION AND SIZE
BASIN EMBANKMENT I=111=1-1--'
CONCRETE ANTI -SEEP COLLAR
=1 II LOCATED BEYOND MIDDLE OF TOP OF
ATTACH SKIMMER TO BOTTOM OF RISER PER -- - EMBANKMENT. COLLAR SHALL EXTEND
MANUFACTURER'S INSTRUCTIONS AND VERIFY 1.5' BEYOND THE OUTSIDE WALL OF
WATER -TIGHT CONNECTION PIPE. COVER OVER COLLAR SHALL BE
ANCHOR RISER TO 8'X8'X20" CONCRETE - 2' MIN.
ANTI -FLOTATION BLOCK
/ 36" RCP W/ 0 -RING I I
GASKETS AT 0.67%
BOTTOM OF POND
FAIRCLOTH SKIMMER- SEE PLANS FOR SIZE
RISER -A ELEVATION DETAIL
TOP OF BA
GALVANIZED TRASH RACK WELDED 1.5' MIN. 1 TI I I -I I Il
TO STRUCTURE
1' MIN.
------------ II-11�IT_I-11�IT_I-11�ITIi
11=1 I I -I 11=1 11=1 I I I I-II1 I I,
PROVIDE WATER -TIGHT WELDEDLAN FOR
I HI
PERMANENT 48"0 CONCRETE RISER CONNECTION TO OUTLET BARREL =1 IIT= - -ELEVATION AND SIZE
BASIN EMBANKMENT 1=111_11 ll1-II I I_
CONCRETE ANTI -SEEP COLLAR
LOCATED BEYOND MIDDLE OF TOP OF
ATTACH SKIMMER TO BOTTOM OF RISER PER I I -_III_ EMBANKMENT. COLLAR SHALL EXTEND
MANUFACTURER'S INSTRUCTIONS AND VERIFY_ -III -I I (- 1.5' BEYOND THE OUTSIDE WALL OF
WATER -TIGHT CONNECTION -III-III- PIPE. COVER OVER COLLAR SHALL BE
ANCHOR RISER TO 4'X4'X18" CONCRETE 11-111 ,1 I 2' MIN.
ANTI -FLOTATION BLOCK =111=111=1
24" RCP W/ 0 -RING I I
_- GASKETS AT 1.28%
BOTTOM OF POND I
;III III II
FAIRCLOTH SKIMMER- SEE PLANS FOR SIZE_ II L_
III �T
RISER -1113 ELEVATION DETAIL
SEDIMENT BASIN RISER DETAIL
SEED APPLICATION
1. CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION
SERVICE FOR ADDITIONAL INFORMATION CONCERNING OTHER
ALTERNATIVES FOR VEGETATIVE ESTABLISHMENT OF
DENUDED AREAS. THE VEGETATION RATES ARE THOSE
WHICH PERFORM WELL UNDER LOCAL CONDITIONS; OTHER
SEEDING RATE COMBINATIONS ARE POSSIBLE.
2. SOW SEED USING A SPREADER OF SEEDING MACHINE. DO
NOT SEED WHEN WIND VELOCITY EXCEEDS 5 MPH.
DISTRIBUTE SEED EVENLY OVER ENTIRE AREA BY SOWING
EQUAL QUANTITY IN 2 DIRECTIONS AT RIGHT ANGLES TO
EACH OTHER.
3. SEEDING RATES GIVEN IN SCHEDULE ARE MINIMUM RATES.
CONTRACTOR SHALL NOT SEED LESS THAN SPECIFIED IN
SEEDING SCHEDULE.
4. RAKE SEED GENTLY INTO THE TOP 1/4" OF SOIL, ROLL
LIGHTLY, AND WATER WITH FINE SPRAY. CONTRACTOR
SHALL AVOID DISLODGING SEED DUE TO WATERING.
5. PROTECT SEEDED SLOPES OF 3:1 OR STEEPER WITH
EROSION CONTROL MATTING OR OTHER METHODS
APPROVED BY ENGINEER OF RECORD. CONTRACTOR SHALL
SUBMIT SAMPLE OF EROSION CONTROL MATTING TO
ENGINEER FOR APPROVAL PRIOR TO INSTALLATION IF
DIFFERENT FROM THE PROPOSED MATTING SHOWN ON
THESE PLANS.
6. PROTECT SEEDED AREAS WITH A LAYER OF EVENLY
DISTRIBUTED, CLEAN, DRY STRAW FREE OF STICKS, DEBRIS,
WEEDS, OR OTHER EXTRANEOUS MATERIAL MATERIAL. STRAW
SHALL BE PLACED IN A LAYER NOT LESS THAN 1.5" DEEP,
AND SECURED WITH NON-ASPHALTITIC TACKIFIER, APPLIED
AT RATES OF 10-13 GALS PER 1,000 -SF, OR PER
MANUFACTURERS INSTRUCTIONS.
SEED BED PREPARATION
NOT TO SCALE
NOT TO SCALE
1. LOOSEN COMPACTED AREAS AND SPREAD TOPSOIL (IF
AVAILABLE) TO A DEPTH OF 3" OVER HEAVY CLAY SOILS.
2. RIP ALL AREAS TO BE SEEDED TO 6" DEPTH.
3. REMOVE ALL LOOSE ROCKS, ROOTS, TRASH, AND DEBRIS
LEAVING THE SURFACE REASONABLY SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND
MIX WITH SOIL TO BE SEEDED BY WAY OF TILLAGE UNTIL
A WELL PULVERIZED AND REASONABLE UNIFORM SEED BED
IS PREPARED.
5. SEED FRESHLY PREPARED SEED BED AREAS.
6. MULCH IMMEDIATELY AFTER SEEDING AND APPLY MULCH
AND TACKIFIER.
7. INSPECT ALL SEEDED AREAS AND REPAIR OR RE -SEED
ANY AREAS THAT FAIL TO PROVIDE A UNIFORM, HEALTHY
STAND OF VEGETATION.
8. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE AND
FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
FERTILIZER APPLICATION
• APPLY 10-10-10 FERTILIZER AT RATE OF
1,000-LBS/ACRE
• APPLY AGRICULTURAL LIME AT RATE OF 2 TONS/ACRE
• APPLY 20% SUPERPHOSPHATE AT RATE OF 500-LBS/ACRE
TEMPORARY SEEDING SPECIFICATIONS
NOT TO SCALE
GENERAL NOTES:
1. AREA UNDER EMBANKMENT SHALL BE CLEARED, GRUBBED, AND STRIPPED OF ANY VEGETATION AND ROOT MATERIAL. THE BASIN AREA SHALL BE CLEARED.
2. THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER WOODY VEGETATION AS WELL AS OVERSIZED STONES, ROCKS,
ORGANIC MATERIAL OR OTHER OBJECTIONABLE MATERIAL. THE EMBANKMENT SHALL BE COMPACTED BY TRAVERSING WITH EQUIPMENT WHILE BEING
CONSTRUCTED. SPILLWAYS SHOULD NOT BE CONSTRUCTED THROUGH FILL SECTIONS. ALL SPILLWAYS SHOULD BE LINED AND/OR RIPRAPPED.
3. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO DEPTH SHOWN ON STANDARD.
REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA IN SUCH A MANNER THAT IT WILL NOT ERODE.
4. THE TRAP SHALL BE INSPECTED AFTER EACH RAINFALL EVENT AND REPAIRS MADE AS NECESSARY.
5. CONSTRUCTION OPERATION SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION IS MINIMIZED.
6. ALL CUT AND FILL SLOPES SHALL BE 2:1 OR FLATTER, UNLESS CERTIFIED BY REGISTERED GEOTECHICAL ENGINEER.
7, SEDIMENT BASIN EMBANKMENTS SHOULD BE PROVIDED WITH EROSION CONTROL AND STABILIZATION.
8. STORAGE AREA MAY BE CONSTRUCTED IN ANY SHAPE PROVIDED THE MINIMUM STORAGE VOLUME REQUIREMENT IS MET. THE BASIN SHOULD
ALSO BE ORIENTED SUCH THAT THE FILTER AND THE MAIN FLOW OF WATER AND SEDIMENT ARE ON OPPOSITE ENDS ON THE LONGER BASIN
DIMENSIONS.
9. THE LENGTH OF THE STONE OUTLET (SPILLWAY) IS TO BE BASED ON A 10 YEAR STORM.
10. WHENEVER TOPOGRAPHY ALLOWS, THE BASIN LENGTH SHOULD BE TWICE (2X) THE BASIN WIDTH TO ALLOW FOR SETTLING.
BAFFLES SHALL BE INSTALLED IN ALL BASINS.
11. CLEANOUT STAKES SHALL BE PLACED IN ALL SEDIMENT BASINS AT THE LOW POINT IN THE BASIN. THE STAKES SHALL BE MARKED
SHOWING THE HALF FULL, CLEANOUT POINT, OF THE BASIN.
12. SAFETY FENCING 3' HIGH SHOULD BE PLACED AROUND ALL SEDIMENT BASINS.
13. FOR DESIGN OF SEDIMENT BASINS, REFER TO THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES,
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
14. FOR SLOPES GREATER THAN 10' IN LENGTH AND PROTECTED BY SILT FENCE AT THE TOE OF THE SLOPE, SLOPE TERRACING WILL BE REQUIRED.
15. THE BERM ON SEDIMENT BASINS SHALL BE SEEDED ONCE FINAL GRADE HAS BEEN REACHED. THE SILT FENCE MAY BE REMOVED IF PERMISSION
HAS BEEN GRANTED BY THE CITY LAND DEVELOPMENT INSPECTOR AFTER THE GRASS HAS GERMINATED AND STABLE GROUND HAS BEEN
ESTABLISHED.
16. WASHED STONE AND WIRE BACKING SHALL BE USED WITH SILT FENCE WHENEVER SILT FENCE IS PLACE AT
THE TOE OF A SLOPE >10' VERTICAL OR ALONG ANY CHANNEL OR WATER COURSE WHERE 50' OF BUFFER
IS NOT PROVIDED,
SEDIMENT BASIN NOTES
GENERAL NOTES:
1. RIPRAP SIZE TO BE DESIGNED BY ENGINEER.
2. CHECK DAMS MAY BE USED IN SLOPING DITCHES
OR CHANNELS TO SLOW VELOCITY OR TO CREATE
SEDIMENT TRAPS.
3. ENSURE THAT MAXIMUM SPACING BETWEEN DAMS PLACES THE
TOE OF THE UPSTREAM DAM AT THE SAME ELEVATION AS THE
DOWNSTREAM DAM (SEE DIAGRAM BELOW).
CLASS B RIP
�':■115111 1111, 1111
••:.rte
V-6" MIN.
V-6" MIN.
I
LENGTH AS NECESSARY
TO GO THRU DIKE
4' MIN. PIPE
1.5MIN. 1F2/ \
FLEXIBLE PIPE
TIE DOWN 10' MAX. SPACING
TIE DOWN AT END
4' (MIN)*
* AT LESS THAN 1% SLOPE
DIAMETER (D)
PROFILE
EXTEND TO EDGE OF
SEDIMENT PIT
RIP RAP & WASHED STONE NOT REQUIRED IF BASIN
FILTER BERM IS LOCATED DOWNSTREAM
/ OF PIPE OUTLET.
CONSTRUCTION SPECIFICATIONS:
1. THE TOP OF THE EARTH DIKE OVER THE INLET PIPE AND THOSE 4. THE SOIL AROUND AND UNDER THE INLET PIPE AND ENTRANCE
DIKES CARRYING WATER TO THE PIPE SHALL BE AT LEAST 1.5 FEET SECTION SHALL BE HAND TAMPED IN 4" LIFTS TO THE TOP OF
HIGHER AT ALL POINTS THAN THE TOP OF THE INLET PIPE. THE EARTH DIKE.
2. THE PIPE SHALL BE FLEXIBLE WITH WATER TIGHT CONNECTING 5. FOLLOW-UP INSPECTION AND ANY NEEDED MAINTENANCE SHALL
BANDS. FLEXIBLE PIPE SHOULD BE STAKED ON EITHER SIDE. BE PERFORMED AFTER EACH STORM BY THE FINANCIALLY RESPONSIBLE
3. A RIP RAP APRON SHALL BE PROVIDED AT THE OUTLET, IF PARTY OR HIS AGENT.
EMPTYING INTO A DISTURBED AREA. 6. OUTLET PIPE SHOULD BE TAKEN OVER OR THROUGH ANY SILT FENCE,
TAKING CARE NOT TO VOID THE EFFECTIVENESS OF THE SILT FENCE.
NOT TO SCALE NOT TO SCALE
-
4' TO 6'
r
CROSS SECTION
. _0
TEMP. ROCK CHECK DAM
GENTLE SLOPES
H
STEEP SLOPES
1AX
NTER
NOT TO SCALE
SEEDING
MIXTURE
80 lbs/acre of tall fesue
100 lbs/acre tall fescue
30 lbs/acre Sericea lespedeza
(unscarified after August 15)
10 lbs/acre Kobe lespedeza
NOTE: WHEN USING CELL -O -SEED DO NOT SEED PREPARED AREA. CELL -O -SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.
FALL: August 25 - October
FALL: August 25 - October 15
calendar days after land disturbing activity is completed or has temporarily ceased.
Late winter: February 15 - April 15
Late winter: February 15 - April 15
SEEDING
To extend spring seeding into June, add
To extend spring seeding into June, add
NOTE Z
15 lbs/acre hulled Bermudagrass
15 Ibs/acre hulled Bermudagrass
DATES
Graded slopes and fills --All graded slopes and fills must be stabilized within 14 calendar days and graded slopes and fills with a
fope 3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE
greater than 3:1 within 7 calendar days after a phase of grading is completed or has temporarily ceased.
Overseeding of Kobe lespedeza over fall -seeded
Overseeding of Kobe lespedeza over fall -seeded
IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM" , STAPLES/STAKES
tall fescue is very effective.
tall fescue is very effective.
SEEDING
Apply lime and fertilizer per soil tests, or 4000
Apply lime and fertilizer per soil tests, or 4000
AMENDMENTS
lbs/acre limestone and 1000 lbs/acre 10-10-10
lbs/acre limestone and 1000 lbs/acre 10-10-10
fertilizer.
fertilizer.
TEMP. SLOPE DRAIN
SECTION
NOTES
1. INLET MAINTENANCE SHALL BE DOCUMENTED IN PROJECT LOG BOOK.
2. FILTER TYPES SHALL BE APPROVED BY THE CITY INSPECTOR PRIOR
TO INSTALLATION.
3. FILTER BAGS MAY BE REMOVED WHEN SITE IS STABILIZED AT
THE DIRECTION OF THE ENGINEER.
4. FILTER BAGS SHALL BE REMOVED PRIOR TO STREET ACCEPTANCE.
5. FILTER BAGS SHALL BE CLEANED OR REPLACED ON A REGULAR
BASIS (NOT BE MORE THAN HALF FULL AT ANY TIME).
6. FILTER BAGS SHALL NOT BE ALLOWED IN EXISTING NCDOT
ROADS.
GRATE
1" REBAR FOR BA
REMOVAL FROM INLET n
FILTER I
DUMP LC
CATCH BASIN -
DEFLECTOR
)UTLET
INSTALLATION -
TEMPORARY SILT SACK INLET PROTECTION
;M)
TEMPORARY SEEDING SCHEDULE
NOT TO SCALE
SLOPE STABILIZATION
NORTH
AMERICAN
GREEN
NOT TO SCALE
1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED.
NOTE 1
NOTE: WHEN USING CELL -O -SEED DO NOT SEED PREPARED AREA. CELL -O -SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.
Ground Cover-- All disturbed areas must be stabilized within 14 calendar days and all disturbed perimeter areas within 7
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH
calendar days after land disturbing activity is completed or has temporarily ceased.
WITH APPROXIMATELY 12" (30cm) OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE
0
BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE TRENCH.
DU16.400
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM)
NOTE Z
PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF
STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM) APART ACROSS THE WIDTH OF THE BLANKET.
Graded slopes and fills --All graded slopes and fills must be stabilized within 14 calendar days and graded slopes and fills with a
fope 3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE
greater than 3:1 within 7 calendar days after a phase of grading is completed or has temporarily ceased.
AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES
IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM" , STAPLES/STAKES
SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2" - 5" (5 CM - 12.5 CM) OVERLAP DEPENDING
..G NL)
ON BLANKET TYPE.
UO
5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE
3" (7.5 CM) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30 CM) APART ACROSS ENTIRE
'7iP
BLANKET WIDTH.
n
NOTE:
*IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM)
MAY BE NECESSARY TO PROPERLY SECURE THE BLANKETS.
TEMPORARY SEEDING SCHEDULE
NOT TO SCALE
SLOPE STABILIZATION
NORTH
AMERICAN
GREEN
NOT TO SCALE
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ORIGINAL DATE:
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0111 before you dig. C 5 � � 5

NOTE:
1. SWALE SHOULD HAVE LONGITUDINAL SLOPE OF 1%.
2. SILT FENCE MAY BE REQUIRED BEHIND BERM
TEMPORARY DIVERSION SWALE
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CLASS I RIP RAP
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GENERAL NOTES:
1. GRAVEL AND RIP RAP FILTER BERM BASIN SHOULD BE USED TO
PROTECT EXISTING PIPE INVERTS THAT DRAIN 5 ACRES OR LESS.
2. DIMENSIONS SHOWN ARE THE MINIMUM ACCEPTED UNLESS
OTHERWISE NOTED.
3. CLEANOUT PRIOR TO SEDIMENT REACHING HALF OF BERM
HEIGHT.
VOLUME = 3600 FT' PER ACRE DISTURBED TO TOP OF BERM ELEVATION.
SURFACE AREA REQ'D = 435 SO. FT. PER CFS 010
CLEANOUT ELEVATION (SEE NOTE 3)SECTION
TEMPORARY FILTER BERM BASIN
CLASS I RIP RAP
- FINISHED GRADE
NOT TO SCALE
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m Z = d Y v . v' •-- a'.: v Y ® y i2" CENTERS AS DIRECTED BY THE ENGINEER, LL -1 � N 2 m Z = d W4 BARS "V." &1, 811 379, 840.03 FRAME. LL -1 IL ~ r••1 -1 '�'� B
Y••f d ja a � r }- USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. o 0 2 ,y d > A O Cr17
O P3 d A ' `� Or ^ 0 Z7 1 GRATE $HOOD ^ d d IRI LL
m O n C7 Ill .v-, --- n :v- IF REINFORCED CONCR€TE PIPE IS SET IN DO77OM SLAB OF BOX, ADD TO SLAB W Q LL = O n 0 Ill - "� -. i r, LUQ LL = m Effa �- H O =
'T1 y ,, m •. M e. _a AS SHOWN ON STD. N0, $49.00. H O w O C� .. �+ 3 �,. r- F O W O �yjl 2Lr I I � 1,,, a
=Woo 6" " 6'" x USE TYPE 'E'" F" AND 'G" GRATES UNLESS OTHERWISE INDICATED. h = Z 2 O h Z ,.y
z r -r c' ---- v U7 H O LLC a,� TY r m b UJ r* "IMIDE N cn L4OFQR B'-tl" IN HEIGHT DR LESS USE B" WALLS RND BOTTtlM BLAS. OVER CLJr,jC)0 _ - C.L '.O T OH • MM 0'''d
�1 8'-D" TO 16'-0" IN HEIGHT USE 8" WALLS AND BOTTOM SLAB. ADJUST Or 0 F"4 Q 47 =1 _ m c� V7 II cr0 WQ e BEGTION - LL $fseICOer
n e', n • QUANTITIES ACCORDINGLY. N d D R j cWi R j W F�6'-0" OCONSTRUCT WITH PIPE CROWNS MATCNISMI. > 1+* c PLAN a A A AL ION FRIAYE 1 m >Cil O PLAN XSEE NOTf CHAMFER ALL E%POSED CORNERS 1". O_ p fn "-" + L N a y ~ a • E{3CiE DF 9YAL�y LW 0 au CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES W z FORVERTICAWz TOP ELEVATION SECTION X -X DRAWING NOT TO SCALE. ❑ z C3 m ..-TflPUSE flN FLAT ELEV. EXPANSION JOINT e
GRADES 2% MID UNDER
TOP ELEVATION - WMIGN - U
- -• - _ - - FRAME. O T AND HOOD - 0TION • M TION _
SEE 5TD3 840.03 STEPS - STD. NO. 84..6 011
STEPS -STD. N0. 640.88 S � .� 1 11 DEPRESSED GUTTER LINE
A _ EXPANSION JOINT C e �•
TOP ELEVATION -' - - - - - - ' PLAN OF TOP SLAB SECTION S -S �"" -v d !!.l.I�d +J a �-+�. ` 2
m ° o ;�� LL m Cc �} m FRAME r ORATE , HOOD ASS"Y W a cr.
►•1
ELEVATION 1 avrI9
ci Lz) �� m A 2 Gz) UL x 4�s M'I -� a
r o 1 8r . c' y Ep E..� r NORMAL CURB AND GUTTER ON LIGHT GRADES F„{ L^ .iiS�� _
1 Cx': - r ." ° °. nv E+i _ B `a- a Ua :ii m B" e CD
Z 2
2 - _ a -. -.'. P a f -r Q NO GUTTER. LINE Q v e 1••1 O V
K) f�7 m EXPANSION JOINT NORMAL 0.
_ 6 G -6" r 1--9 _ S" E !!8 "W" BARS W4 BAR " m H Z e >~ 1 e ~
6" " M CA TOP to •
m SECTION Y -Y s,. 9a. tl Q a Q a f.� Q
d M A D �' b' = d M > " " I ¢� USE ON GRADES vER 2
ELEV. i Ui K -K
M z o D Cj = m z EQ SPACES Y ■■�
RISER HT.-� cv Q �.} '� ^10'J 61_D1 d 4 � O N*e � � � t W ® `�� /��
C Ci fr VARIES y5 ° cc Q C C'7 3� ro DEPRESSED GUTTER LINE LS7 •" L e ❑ :ix `Y�1�1T��T�////
a _} _ - - ❑ v v MAX. ❑ N v KCTION AA 1!! `` N ^ R /i
CSI cri EXPANSION JOINT CA
La 6„ o . n ^ f z W s t� C La S 1U1\1 1'-G" W = 0"AN A
....... ��
T SECTION- J -J -��� �- Q Q�.••''' '••. %�%j
H ,� v6 1MTERE 30" TO 36" PIPE IS USED n o W ~ _u �. DOWEL ELEVATION W ~ �y 7■ _ _ US �� �� ��
c SEE NOTE SECTION M -M SECTION R -R NORMAL CURB AND GUTTER ON STEEP GRADES 3 Z L Moo
W }'I WHERE 42"' TO 54" PIPE IS USED 2 IX; CV � � M 2 � � � Y-4 � � _ � f •� �
m > z WHERE 30" TO 38" PIPE IS USED Cq L) �' m � Z - (I} ci r �C'i x FRS ALAN SECTION J,I •, 0 ❑ I LICENSE NO.: ;
RISER HT. w Z (� IAINI*UW DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH BASIN(11ABED ON IIIN, HEIGHT H WITH NO RISER ,.,y Z = W ❑
VARIES n J © DIMENSIONS OF BOOL AND PIPE COVER CU.YDS. CONC. IN BOX DEDUCTIONS _j a .T. � s "' *Jr_D, " a � US = � C-0587
'13 �" 'I3 PIPE SPAN WIDTH WIDTH SPAN MIN. HEIGHT DIMENSION BARS•U RARS•V SARS-W TOTAL TOP BOTTOM Tdi, C01C. ONE PIPE
D A B C G H € F N0. LENGTH NO. LENGTH NO, LENGTH LBS, SLAB SLAB R C.M. R. r. Z C) C� - R 3' R z
;aI _ _•ti ° - 12" uj 3 •0" 2'-21, 2'-9" - - 0,235 0.772 C.Ot5 0.028 py Q Q �� Jl '• �•`�
lj�
.••• �•.
77tl A 15" 3 -0" 2' 2" 3'•0" 0.235 0.629 0.023 0.038 Z jy * _�y LL II (�•••••.•••• Q ��
. Y. 18" 3 ,1. 2 2•' 3' 3" 0.235 0.887 0.037 0.04$ 1'`a ' a t d• a .•>'. / O A-(��j
^I ¢ n 24" 3 •D" 2 •2'" 3'•9" 0.235 1.061 0.059 0, OB5 'T `t \ r `
L 6•.I LL 9 m 'S,, 30" 3 •0" 2 2" 3'-4" 4' 3" 1'-2" 4'-O"" 4 1"-5" 2 3`•9" 3 3'-9" 39 0.123 0.321 1.433 0-092 0.127 3 3'•D" ,'" w 1;{'" - ` '/
38" 3 0" 2' 2" 3,-10, 4 •9 1,.8" 4' D"' 4 1'-11" 3 W-9" 3 3'-9" 43 0,161 0.358 1.714 0.132 0.176
WHERE 42" TO 54" PIPE IS USED Lk
.2.0" 4 _5" 5 •3 1 5 7` 2 4 1_B" 2 23 2`-17" 32 O.i12 0.318 38 0.180 0.243DETAIL SHOWING METHOD ' 48' S'-0" 2'4;
2 5-0" 5'-9" 2 0" 3' 2" 4 2"-3" 3 2'-11" 3 2`-17" 35 0.145 0.352 2.052 0.235 0.317
54"' S -0" 2" 2" 5 -7•' 8'•3" 2'-7" W-2". 4 2"-10" 5 2'-11"" 3 2'-11"' 41 10.16010.386 12.307 1 0.292 10.401 -- f+--F+i \\111IIIIII
SHEET 1 OF 2 OF RISER CONSTRUCTION PLAN PLAN SHEET 1 OF 2 SHEET 2 OF 2 RISER HAS .228 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT SHEET 2 OF 2 ISHEE7 1 Of 2 R SfCTIOH RR SHEET 1 OF 2
840.02 840.02 840.02 840.02 840.03 NvoD ELEVATION 840.03 �.••Vlll`0� j
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28116
11111Q\ 8/2016
C3
®� rr v�y Qom + O� rr , rr
d 2 H < d 2" WEEP HOLES GENERAL NOTES: F- d I+� Y;� _ �• F, Q
DETAIL SHOWING TYPES OF GRATES 2'-1144 Q`; 1C-+ z Y USE CLASS "9" CONCRETE THROUGHOUT. QQ H I 4
Cn 0 USE ACCORDING TO WATER FLOW, 11 '" z F' o o T� ¢ CO) 0 1 "' DEPRESSION `a "
1••6 0 " CC ❑, �% F•i O PROVIDE ALL DROP INLETS OVER 3'-8" IN DEPTH WITH STEPS 12" ,Z-, CC C..] > " Q m 1 8 1 . Hy 61: �, 4,]
r O �I d C/7 B LL O,_„1 r- O'n d CI7 ON CENTER. USE STEPS WHICH COMPLY WITH STB. DRAWING B4O.88. C] r- m LO '�,,, C O
m -I �_ a 2 m d LL -I FH Z d " , u r O d
H d = > Q O ZO S f -r '� d = n C I OPTIONAL CONSTRUCTION - MONOLITHIC POUR 2" KEYWAY OR #4 BAR DOWELS AT O O u m f -r d = > 1 - - 7' a ;� 1 1 CO
O D C7 m TYPE "G" TYPE '"E" TYPE rrFrr „ W Q Ly 10 0 n m x X 12" CENTERS AS DIRECTED BY THE ENGINEER. W a LL ^ 0 0 C's _{ r W g a LL
m d - A A 1 I 9�8" c3 O H ., m _ i USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. ¢ 0 O C=.� ? �3 ^•° d T�� o G' E E U ©,
Z i-g`D `T9 F-" ~ w Z N '77 cn ES O 9 _ �I AS SHIF RIOWN00NFSTa NNO€76401pO.PE IS SET IN BOTTOM SLAB OF BO%, ADO TO $LAB = H z W N cn 0 O [V O `Y = H W
00, 1 T CAI-LLOJ O -_- -_-i- --_ D LL�J G70Ft j C'i �- O S _ _-_-_I-_-_ - O�UL
m Z T ,r C] O fJJ Q 2 Z q CONSTRUCT WITH PIPE CROWNS MATCHING, O Q [x = 77 ] - - '� 0 Q
n �- WATER FLOW `SAG -� WATER FLOW �� I 3/$ 2 N '� > I SEE STANDARD DRAWING 840.25 FOR ATTACHMENT OF FRAMES AND GRATES NOT SHOWN. � 1-4 '� ,>1Di
d H H �'--I INSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGINEER. H�ILI� a... y
CO Q r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ` - CLO 0 3--r • INSTALL STONE GRAINS, OF A MINIMUM OF 1 CUBIC F00T OF H0. 7BM STONE IN r CLD O ' • I I IF CL C7
B 1 ❑ I POROUS FABRIC BAG OR WRAP, AT EACH WEEP HOLE GR AS DIRECTED BY THE ENGINEER. w. Z �+ T /y j� /� p
3'Y 1 rr I CHAMPER ALL EXPOSED CORNERS 1". SECTION ON G - U 1�
Y ►L DRAWING NOT TO SCALE. r� 1,•4Y1n �e-4{L'r �'+�J
----------------------- - 11iy++ $rr �Ll1N -n r PLAN OF FRAME Lo
WITH GRATE & FRAME REMOVED 0 r rr
SECTION B -B w 1 -7%n ir -7 8 CAST IRON
----------------------------------- 1 rr 21 rr jI Z w GO
0-q m �� L G� m BRICK COPING(INCIDENTAL) m C) m
0 PLAN OF GRATING ¢
D
�I WATER FLOW - SAG WATER FLOW C7 z TOP ELEVATION O '4 z
❑ G7 LL 0 m O G) v LL F^ G) 2'- 31/ rr CAST IRON LL W Q
C- SECTION A -A Z r STD. 840,16 FRAMEv W d
m 177 CD g Z & GRATE cm 2 Z co CD
O u TYPE "F" TYPE "E,r 'TYPE "G" TYPE - E D N m �- N4 BAR r s FZL LLw CA r S O T
-0I 9 C m Br, q g" G„ ® G" ry d @ Brr 1 4u i a rr �u Q -t
gs RAISED FLOW ARROW _ s tltl DO
> �► P 116x' HIGH 2 n ❑ n 30 liI x ❑ C? Q z ❑ W CIS
z O RAISED FLOW ARROW 2� rr ❑iii Q v I L❑ � v 1" r " 1 rr 1 rr r rr 1 rr ❑
CC o g Ia 3 -3 2 -3'�q [7
�1 I QC]v Cn3v 1 6r, 2rr
!1G HIGH _ _ o�W.z [.I�v I m ❑ B`
r� ,� �...4 0 �
G v CYi \' ^i C'-_ O O rrs 1 Z W= n1 m CO0 j ,8,r 1�a,+ if$ rr W H Z �L ❑ Z
rr 0
1L�,r �� 1 " t � H � DOWEL en LU azo SECTI©N H -H I " � ~,� � W o _
m Q ,r ^ CCS n 0 m = Z m SEE NOTE DDINEL{SEE NOTE] NA%.. PIPE THIS SIQE - 16" "'' U) 0 r r- rr _ = w
r Q I 3 -2
L>, _ Q 1�drr V ''s W m SECTION X -X SECTION Y -Y " zo , M „ _ _ 1-L
_' 0 P i� r! 1 2 �4 4+ r Z Q Z V Z 0 r2V rr r21 ra �� Z d�
cl)1 r YB 1 v2 R LL) a DO DIMENSIONS AND QUANTITIES FOR DROP INLET(BASED ON MIH. HEIGHT, H) LAI 0 �' a7 8 - � - LU W
" 1 I
1/181, IJ- 0 DIMENSIONS OF BOX & PIPE CUBIC YARDS DEDUCTIONS FOR 3"_13 OF cq Ly 2t-114" cm [YL � w F -
Z 2'- 113/ " �•� 2'` 11 {� rr L1- PIPE SPAN WIDTH MIN, HEIGHT CONC. IN BOX ONE PIPE CD' M �4
�'1'" 1l /8 �G D A B H SLAG FT. HT,,a cr„,r 0. m. R.C. 3r-6rr 2r srr O 6L ❑
1 rr 7 ++ 1 ++ BOTTOM WALL PER onxrlcrr 0
1r' 12 3°-0" 2`-0" 2 •O 0.222 0,222 0.592 0.015 0,928 071 0
z-& .3 .033 0=OL39 z1 SECTION A -A ,o 18100004SECTION E -E SECTION F -F
TYPE F24" 31•0" 0,614 0,058 0.085
TYPE G
SHEET 2 OF 2 SECTION A -A 0
SHEET 2 OF 2 SHEET 1 OF 1 30" 3'-0" 2'-O" 3-6" 0.222 0.222 ,925 0,092 0,127 SHEET 1 OF 1 SHEET 1 OF 1 ISHEET i OF I
840.03 r 840.031 840.14 840.141 840.161 1840.16 0
• z
z
Z
o
U
♦�^� Z
V♦ Y
Z
M U -
LL Q
!r rr rr 5 + !1 O m
® 2,-4„ F R a m 6 L' B 8 W 6 o v GENERAL NOTES:
D FRAME AND GRATES FRAME AND GRATES Li} r-+ ID * OPENING SHALL 6E `L' OR "W" + V.93
tD
Cd ANCHOR #- <-12 W
1 " CLR TYP - z i F_ Cd THIS PRECAST BOK MAY BE USED FOR THE FOLLOWING LOGA7ED AS REQUIRED Qg'D #4 REBARS I` 1-" STANDARDS : 840.01 , 84D.02, 840.04, 840, 05, 840. l 1 , #4 KEBABS - d ~ V
C!] 0 ;r, r-1 C]'�. #4 REBARS V 0 0
r�I� .e 2'O" 3`Brr H�L7 r0-nz:iq ______ _____- wJpFD-1 Fim� 840,12, 840.14, 840,15, 840.17, B40,18, 840,19, - � 6' CENTERS rp -C:) C. W
LL F -r m -{ , - - - . . CL Z o d m N C7 uL J 0' r-1
H z d x � o o u � � ~' z � = �° I I _ L 1 : - COW H z d = y 840.26, 840.27 , 840.28 , 840.31 , 840.32 AND 840.41. ®o � � W
o C7 3" CAVITY 3" CAVITY w ¢ LL ^ = o c� m 1 w O 1 Luo a w ¢ Z eL ti) - * INSTALL PRECAST DRAINAGE STRUCTURES AND PAY 0e x
:°
THE PATTERN OF THE a f- o 3 _ ©y cam - a5 BARS W ¢ w x
m m 103t,r LWHIORTAR JOINTS ~C7 O, m D T LJ� ' 1 I • J KNOCK -OUT a • 0 mzm FOR IN ACCORDANCE WITH SPECIFICATION SECTION 840. ° @OPENING ~UCc
<007 (n Lu
Z = ©Q MORTAR JOINTS WALLCTIE NIH. WALL TIE (SEE GEN,ILA NOTES) t- W z =Coca -IT i '0L 1 "� PANE.LS ARE SHOWN '° °' • ~'z z W z m ❑ a * DO NOT PLACE PRECAST DRAINAGE STRUCTURES STEPS _ y W W
1-r r I ,r 13" v: v tnL-LLvJ 1-, r SECTION 'C-C'�,�
• Gj CJ ,� (SEE GEN, NOTES) @ 16'" CTS, �, 9 16" GTS. 0 b 0 J C.7 0 z "� Q FOR ILLUSTRATIVE '::�R• °•'v` `: O �"' G7 O r� I 0 < ^/
C] _ �D z „ „ „ „ O' 3 Q Z Q to ea z UNDER TRAFFIC OR WHERE TRAFFIC WILL BE DETOURED. ¢ o U,) Q Y�
o ,» -+> 1 a i I : ? PURPOSES ONLY. a. ;'4-, . • P `. �, x a * 1 as BARS o sn
B S•' CTS. D 8" CTS. y rr 1 Brr o ,o;, •,» q . ay USE 4000 PSI CONCRETE. 1 OPENING Hi
>�H "B1 BARs IL U) , 8 #5 REBARS 12" [ #5rrREBARS I _ a -v» :o.LP °. d �a•P, ° �� * PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A616 FOR 1 ,: a J 0
It 03 12° DTs. w CENTERS 7YP . 12 CENTERS b: •» e 0 b B Ocl
a " z _ _ _ _ _ _ _ _ _ _ a a , GRADE 60 AND WELDED WIRE FABRIC CONFORMING TO ASTM A185. a q .n r W J
4„ ," A' BAR 4" ❑ ', .Q.,. a . • .°,' , ❑ - - - -----
z
- - - P..:.. ,. �i'a' - ❑ J
12 CTS. a•" p• °� P• q •` 'C * LIMIT MAXIMUM DEPTH TO TOP OF BOTTOM SLAB FOR WAFFLE WALL - - °.;: a '•,• a
a q
x �l '113 -
roe
1 ' ° P °' ° » ' STRUCTURE TO 10' -Or'; LYMIT SOLID WALL STRUCTURE 0 4 W
2" SECTION 'A -A' m SECTION Q -e'.
v v m 4 2 4, a• w a• n :a, o TO 15 O
a b
m W j L r + 1' _ Q R ;• °•I PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH
I.. a`. 5' MIN. ` 8.•1., MIN. _I pU �: 1" NIH. n a .'' STANDARD 1926,704, PLAN TOP SLAB v b. ? 46.6• W W Q O
C7 = w B �° v = a .' 9 OSHA STAN
1 ~ * P 9 V L P'e z
;y r CUT OR FORM OPENINGS FOR PIPE TO PROVIDE v ..•r :p
v L� m SECTION X-iL SECTION Y -Y LIcr m LTL CLR.[TYP) °cr
iii m REQUIRED SIZE AND LOCATION. ORIENT WAFFLE WALL STRUCTURES ° v,:v _
� z BRICK► ALT. 0 CL Ci z o A ": #4 R BARS A C 1" w N, � ©� _ n z °C Y
_ �(•, G7 SO THAT PIPES ENTER THROUGH THE Q �7
M m C6R,[TMP) WAFFLE WALL ISOMETRIC VIEW w � J z � - KNOCKOUTIWAFFLE PANELS ONLY. PIPES MAY ENTER THROUGH LL
D m f 2141 4 D Z ¢ -1 T T
i� FRAME AIR} GRA7$ CONCRETE FRAME AND GRATES r + `.J.- a 4x4 YY4xW4 v J m 'r ` ; , d a
CORNER UT DETAIL
rr C Cn THE CORNERS OF SOLID WALL B0KE5 IF A MINIMUM OF 6' OF SOLID WALL SOx) �'
0 `" ILI ►, WWF (LAP #5 REBARS @ 12 `-' H 3C A WALL IS PROVIDED ABOVE THE HOLE. I'`
ANCHOR O m O a a WWF 6" ON- r© 0' G go in LL
m CA - - _ _ _ CENTERS {HORIZ, w * ALL ELEMENTS PRECAST TO MEET ASTM C913. W Y
B . 6" v v '. m LLI Q SO -� v �-7 TO REBARS) & VERT. �7 d 6" L' OR 'W B"
_ [USE WITH o W O a > * FRAME AND GRATE HEIGHT MAY BE ADJUSTED WITH CONCRETE CLW LU
❑ a
0 z • p `• 2, O," 3'•6" 6"' LL z 2 v, •. a Z LLL
G03 ❑ �"� v 4' K 4' &LARGER �:. LL OR BRICK IN ACCORDANCE WITH STANDARD 840,25. #4 REBARS :� Q
�} 2° 2,. 0 DC w Z y - T v " p DRAYNAGE STRUCTURES . - % ¢ "' �- > * 1" CLR a' s" CENTERS m Q U U
2„ Q J `01 Br CA PROVIDE PRECAST STRUCTURES OVER 4'-O' IN DEPTH WITH ! r' CO
2" ❑ m n '� D Err Lr Err TYPICAL] ° 0 Z v {; pf4 REBARS ❑ Z W
TI 2" "B" BAR eCi®ACTS: 2" z 0 m D F•1 ❑ G7 STEPS A5 DIRECTED BY THE ENGINEER. 1" �' s"' QENTERS rZD r F-1 F -
7D L7 8, '. F" aAR3 N 2" a 12 Drs. Q Z 0 m liI D d�;'v °'P:' Q Q z z m 0 * WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR AS LONG CLR +'� a Q
CTS I- ❑ r WAFFLE WALL PLAN VIEW SOLID WALL PLAN VIEW a , ... •. d 0 L- z
B*` fl1 Id "B"` BARS 4.r o RARE i> = Q a ,, a v rr a r v °: • 4?:: ° ' a°.,?:. = C ., m L�H * SEALHJ SAME AREA OF STEEL IS PROVIDED. 0 J U
m Lu
O z i/i 6 L' 6" 6 6 „ ,,... 0❑ p N DINTS WITH A FLEXIBLE BUTYL RUBBER Q
z n z ,_, , , .. ° .: J d z PRECAST RISER PLAN PRECAST RISER DETAIL Lr
4" (, W L- m b'.k i, : o. : :n': H H o p BASE CONFORMING TO FEDERAL SPECIFICATION SS -S -21A, to t. I- LL
v A o e 12 CTS. n 71 1 "' MIN. CLR. i MIN. CLR. � � � AASHTD M-198, TYPE B - BUTYL RUBBER_ J � LL z PROJECT INFORMATION
m v v o'
n a a• - v• . A
G] 2" a i2 CTs. 2" 4i v' 0 4x4 W4xW4 '•• a o ° c ? ° v ' ° or v:® °. o ' `� cn © * LIMIT MAXIMUM STRUCTURE SIZE TO INSIDE CLEAR_Q.v`= + e z (�,� 0
e W :0• ILI F•L >, Lu o WWF (LAP � n a•.8 ° ,•.e Q .'a '.o;•+p ::a'b°»:v,•"4; w 'y C �° DIMENSIONS OF 5r,Or, x 5r•Orr r`:rpe?. : r`:;o�::•,t, W W
® C 4x4 w4xw4 s " W 4 4 PROJECT MANAGER: SM
L"L LL J WWF 6 ON- ■ ' v ' Is . o, q '.�: ' a' s a.,• v P •,a• , ° O * THE OUTSIDE PIPE DIAMETER PLUS 2" OR THE OPENING °" '�"9'
mZ , D„. 2p 2" „ " 2„ m WWF (LRP WWF � co TO REBARS} : F" v : o • .'d Q ° :: w' °` : 17I OL
i 5.$• @'92 CTS. O 6 ONTO REBARS} a HH a a"':9' 9 ,� D'» a^ REQUIRED FOR FRAME AND GRATE IS THE MINIMUM STRUCTURE DESIGNED BY: SLH
4'-
CO D"
X
l� _ 1 6" 6
R1 I = I CC j > ' p' ? -.o; . Q• P':.R;.: �. 7 ` SIZE WHICHEVER IS GREATER.
MAX. PIPE DIAMETER IS 18'" R.C.P. MAX. PIPE DIAMETER IS 3S" R.G.P. � '� - #5 REBARS
REBARS 1'2'r ,r :'� �': 'p-
#5 ' ' USE MANHOLE FRAME AN COVE A INDICATED ON THE PLANS. DRAWN BY: RDD
SECTION Y-Y;� 12 CENTERS i , L D R s
CONCRETE ALT ■ REINFORCE OPENING AS SHOWN ON THIS SHEET, SECTION VIEW SECTION VIEW PROJECT NUMBER: DU16.400
SECTION X -X NOTES: ., CENTERS {TMP. } TYPICAL �•
•HDRIZONTAL AND VERTICAL DIMENSIONS MAY BE ADJUSTED AS THE - _ - - p • '
FIELD CONOITIDNS ANOIOR ALTERNATE DESIGN REQUIRE. , °• . s • . . , R• . , °• ., v .`,:.• r,, r ,:,•
SHEET 1 OF 2 •MAOIIMUM HEIGHT FOR THIS STRUCTURE IS 14'•0 SHEET 1 OF 2 HEET 1 OF 2 • - SHEET 2 OF 2 SHEET 2 OF 2
p -MAKE ALL ADJUSTMENTS AS DIRECTED BY THE ENGINEER. 1840
e� 1 SECTIGIN `D -D' SOLID WALL ISOlNETRIC VIEW SHEET , of 2 OPTIONAL JOINT DETAILS ORIGINAL DATE: 12/08/2016
84©. -DEPTH OF STEEL GRATE WILL REQIURE DEEPER SEAT ALONG SHORT WALLS. 840.35 840 a 4tJ SECTION C- C �, 840 , 45 840.45 840.45
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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 DARK -ON -LIGHT SEQUENCE COVERING THE ENTIRE RAMP.
RAMP WIDTH AREA IS VARIABLE
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DIAMETER
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B
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8'
0.0'
8.8'
7.3'
8,5'"•
5'
2.0'
7.8'
7.8'
5.0'
b'
2.5'
8.3'
8.1'
4.8'
5'
3.0'
S. S'
8.3'
4.4'
5'
3.5'
9.3'
0.4'
4.1'
5'
4.0'
9.8'
B.S.
3.8'
5'
4.5'
10.3'
8.7'
3.4'
5'
5.0'
10.8'
8.9'
3.1'
B = X -(A+9")
H = DISTANCE FROM FRONT EDGE OF SIDEWALK
TO BACK POINT OF 12:1 (8.33{4) SLOPE.
• BACK OF SIDEWrALK DROP REQUIRED FOR ALL
SIDEWALK SLOPES.
•• BACK OF SIDEWALK DROP REQUIRED FOR
SIDEWALK SLOPES 0.04,
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PLAN VIEW
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HEET 1 OF 3
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SECTION A -A
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ELEVATION
SANITARY SEWER MANHOLES.
HEET 1 OF 1
SHEET 1 OF 1
840 .
840.86
INTERSECTION with
SIDEWALK, CURB, and
STREE GUTTER
NAME 3 STANDARD
MARKER CURB
AND R/W
R/W + GUTTER
VALLEY GUTTER MINOR ACCESSIBLE
RAMPS
STOP SIGN
R/W F 0 . >\
STREET
NAME
SIDEWALK 3' MARKER
INTERSECTION with DITCHES, and
NO CURB and GUTTER
OIRAFI 50OX
JIVALENT
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LINER MARK
'A" RIPRAP/
(MINIMUM 1.0 FT THICK) R/ 5' R W
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OR
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STOP
R/ F �+ R/W
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BYPASS CHANNEL FOR EXISTING POND DISCHARGE
PAVEMENT SCHEDULE
SUBGRADE (SEE NOTE 1)
NOT TO SCALE
)URFACE (SEE NCDOT PAVEMENT DESIGN DETAILS THIS SHEET)
ASPHALT BINDER
SEE NCDOT PAVEMENT DESIGN
DETAILS FOR THICKNESS - THIS SHEET)
ABC STONE BASE COURSE
(SEE NCDOT PAVEMENT DESIGN DETAILS
FOR THICKNESS - THIS SHEET)
GOOD TO EXCELLENT
SUBGRADE SOIL TYPES
A -1-a, A -1-b, A-3
A-2-4, A-2-5, A-2-6
A-2-7
INTERSECTION with CURB and GUTTER
STREET NALR�ANDARD
ME MARKER
3 _0 CURB
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VALLEY -J MINOR8 _0
GUTTER 8 -�
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R Of0
STOP SIGN 8'-0"
STREET NAME MARKER
NOTES
TWO STREET NAME
MARKERS ARE REQUIRED
IF THE MAJOR STREET HAS
3 OR MORE LANES.
2. ANY VARIANCE FROM THIS
STANDARD MUST BE
APPROVED BY THE
CHARLOTTE DEPARTMENT
OF TRANSPORTATION.
STREET NAME SIGN INSTALLATION
LOCATIONS
GROUP I
BASE COURSE
7" STBC, Type A or C
9" STBC, Type A or C
8" ABC or STBC, Type B
6" ABC or STBC, Type B
3" B25.OB
4" ABC
PAVEMENT SURFACE
2" SF9.5A (layer 1) or S9.5B
1 z" SF9.5A
AST
11" SF9.5A or S9.5B
1 z" SF9.5A or S9.5B
5" Jointed Concrete
GROUP II
SUBGRADE POOR TO FAIR
SUBGRADE SOIL TYPES BASE COURSE PAVEMENT SURFACE
A-44, A-5, A-6 9" STBC, Type A or C 2" SF9.5A (layer 1) or S9.5B
NOTES:
1. ALL SUBGRADE SHALL BE COMPACTED TO 100% OF THE MAXIMUM DENSITY OBTAINABLE WITH THE
STANDARD PROCTOR TEST TO A DEPTH OF EIGHT (8) INCHES, AND A DENSITY OF 95% STANDARD
PROCTOR FOR DEPTHS GREATER THAN EIGHT (8) INCHES.
2. GEOTECHNICAL REPORT TO BE PROVIDED.
NOT TO SCALE
ASPHALT PAVEMENT FOR ROAD
A-7-5, A-7-6 8" ABC or STBC, TYPE B 1 2" SF9.5A or S9.5B
10" ABC or STBC, TYPE B AST
4" B25.OB 1 2" SF9.5A or S9.5B
4" ABC 6" Jointed Concrete
NOTE: No base course shall be placed on muck, pipe clay, organic matter or other unsuitable material.
ABC Aggregate Base Course
STBC Soil Type Base Course
AST Asphalt Surface Treatment - Mix design to be approved by District Engineer
SF9.5A Asphalt Concrete Surface Course, Type SF9.5A
S9.5B Asphalt Concrete Surface Course, Type S9.5B
B25.OB Asphalt Concrete Course, Type B25.OB
NCDOT PAVEMENT DESIGN DETAILS
NOT TO SCALE
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SOLID COVER SHOWN PERFORATED. PERFORATED AVAILABLE
IF SPECIFIED.
STATE USE OF SYSTEM ON COVER
(I.E.: SEWER, STORM DRAIN, ELECTRICAL)
TOP OF COVER
B B
PL
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BOTTOM OF COVER
WHITE ON GREEN INFORMATIONAL SIGN
TO BE ADDED WHEN APPLICABLE
GROUN
PLAN OF COVER
1" R.
" -I 444"
SECTION B -B
MINIMUM WEIGHTS - LBS.
FRAME - 180
COVER - 120
TOTAL 300
5'-0" MINIMUM
4'-0" MINIMUM
�IUTURE ROAD EXTENSION
ROAD
45°� CLOSED
RED & WHITE REFLECTORIZED PANELS
TO MEET NCDOT STANDARDS &
SPECIFICATIONS
I -1 1 1-I I I -I I I III
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14" x 4" TREATED POST OR OTHER
NCDOT APPROVED SUPPORT
NOTES:
1. BARRICADE(S) TO BE ERECTED ACROSS ENTIRE ROADWAY
INCLUDING CURB & GUTTER.
2. ADVANCE WARNING SIGN W14-1 (DEAD END) SHALL BE
PLACED JUST AFTER LAST INTERSECTING STREET.
3. MARKINGS FOR BARRICADE RAILS SHALL BE REFLECTIVE
AND ALTERNATE RED & WHITE STRIPS.
4. "ROAD CLOSED" SIGN SHALL MEET SPECIFICATIONS OF
M.U.T.C.D. R11-2 AND BE REQUIRED ATOP EACH BARRICADE
USED.
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PROJECT MANAGER:
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DESIGNED BY:
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DRAWN BY:
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ORIGINAL DATE:
12/08/2016
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PROJECT INFORMATION
PROJECT MANAGER:
SM
DESIGNED BY:
SLH
DRAWN BY:
RDD
PROJECT NUMBER:
DU16.400
ORIGINAL DATE:
12/08/2016
SHEET:
C6.2

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Notes:
1. Remove wire or nylon twine fromm
top 1/3 of root ball.
2. Staking required for leaning trees
or as necessary.
3. Soak each root ball and pit
immeadiately after installation.
3/4" NYLON STRAP -
( OPTIONAL -SEE NOTE 4)
ROOT CROWN TO -
BE AT FINISH GRADE +1"
1"x2"x18" WOOD STAKE
WITH CENTERED 3/8" HOLE
DRIVEN IN LINE WITH STRAP
FINISH GRADE
UNDISTURBED SOIL
REMOVE TYPICAL EXCESS SOIL
FROM GROWER OVER ROOT
SYSTEM, UP TO 1" DEPTH.
REJECT PLANTS WITH MORE _
THAN 3" .
REMOVE TOP 1/3 BURLAP 8" 6" ROOT BALL
AND ANY NAILS/PINS, ETC. VARIES
REMOVE TOP 2/3 OF WIRE
BASKET WHERE PRESENT
RAISE PIT BOTTOM TO SET BUTTRESS ROOT
AT THE CORRECT HEIGHT. FIRM SOIL UNDER ROOT BALL.
BUTTRES'
6
6" SLIP KNOT WITH STOP KNOT.
6" LARGER THAN TREE DIAMETER
KEEP MULCH AWAY FROM
TRUNK 1" TO 2"
r-4" MAXIMUM LAYER OF MULCH
4" MAXIMUM HIGH WATER
BERM OUTSIDE OF BACKFILL
PLANTING MIX (AS SPECIFIED)
ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK ( AMSI, 1990, PART 1, "SHADE AND FLOWERING TREES")
FOR EXAMPLE: CALIPER HEIGHT (RANGE) MAX. HEIGHT MIN, ROOT BALL DIA. MIN. ROOT BALL DEPTH
2" 12-14' 16' 24"
3" 14-16' 18' 32"
Tree Planting Detail
Not to Scale
16"
21'
PLANT SCHEDULE
SYMBOL I QTY KEY BOTANICAL NAME COMMON NAME SIZE SPACING
CANOPY TREES
•
34
ACER
ACER RUBRUM 'RED SUNSET"
RED SUNSET RED MAPLE
2-1/2" CAL.
PER PLAN
ORIGINAL DATE:
36
AMEL
AMELANCHIER CANADENSIS
SERVICEBERRY
2-1/2" CAL.
PER PLAN
O35
QUEP
QUERCUS PHELLOS
WILLOW OAK
2-1/2" CAL.
PER PLAN
UNDERSTORY TREES
3
LAGM
LAGERSTROEMIA INDICA 'MUSKOGEE"
LAVENDER CRAPE MYRTLE
1-1/2" CAL.
PER PLAN
SHRUBS
{
14
ICCR
ILEX CORNUTA 'CARISSA'
CARISSA HOLLY
18-24"
PER PLAN
Q
14
ROKO
ROSA x KNOCKOUT 'DOUBLE PINK'
PINK KNOCKOUT ROSE
18-24"
PER PLAN
STREET TREE REQUIREMENT:
CANOPY TREES = 40 POINTS
UNDERSTORY TREES = 30 POINTS
1 CANOPY TREE PER LOT AND OPEN SPACE
REMAINING LF OF FRONTAGE/LOT TO BE PLANTED WITH ADDITIONAL /
CANOPY TREES AND/OR UNDERSTORY TREES \
ALL TREES TO BE PLANTED WITHIN THE FRONT SETBACK OF EACH LOT \\ \ \
X\\
(5) ACER
DEVELOPER RESERVES THE RIGHT TO SUBSTITUTE PLANT SPECIES FOR ONE OF SIMILAR SIZE
AND CHARACTER. SUBSTITUTIONS MUST MEET THE CRITERIA FOUND IN THE UNIFIED
DEVELOPMENT ORDINANCE OF FRANKLIN COUNTY. // \
GENERAL/SITE NOTES:
1. ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM WITH
STANDARDS SET FORTH IN CHAPTER 2 OF THE FRANKLIN COUNTY UDO, STATE OF INC, OR OTHER
APPLICABLE STANDARDS. \
\ l
2. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO INSTALLATION AND NOTIFY \ \
LANDSCAPE ARCHITECT IMMEDIATELY IF FIELD CONDITIONS WARRANT ADJUSTMENT OF PLANT
MATERIALS. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES
AND ASSURING THAT ALL UTILITIES ARE LOCATED PRIOR TO CONSTRUCTION.
3. COORDINATE LANDSCAPE INSTALLATION WITH ANY LIGHTING / IRRIGATION CONSTRUCTION. \� /
4. CONTRACTOR RESPONSIBLE FOR VERIFYING ALL SPECIFICATIONS AND INSTALLATION \ \\
REQUIREMENTS OF IRRIGATION, LIGHTING, AND FENCING TO ENSURE THAT PRODUCTS ARE
INSTALLED PROPERLY AND PER MANUFACTURER REQUIREMENTS AND LOCAL AGENCY CODES & �\
RESTRICTIONS.
5. ESP ASSOCIATES, P.A. IS NOT RESPONSIBLE FOR DESIGN OF LIGHTING, WALLS AND GATES, OR \
IRRIGATION. IRRIGATION SLEEVES SHOWN ON PLANS MAY BE UTILIZED FOR FUTURE IRRIGATION
AND/OR DECORATIVE LIGHTING TO BE DESIGNED BY OTHERS. THE INSTALLATION REQUIREMENTS \ \
AND DESIGN IS THE RESPONSIBILITY OF THE CONTRACTOR. \
6. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES, USING FLAG MEN, AND MAINTENANCE \ \
OF TRAFFIC AS NECESSARY TO ENSURE PUBLIC SAFETY. \
LANDSCAPE INSTALLATION NOTES: �
1. FIELD ADJUSTMENTS TO PLANT MATERIAL TO BE MADE AS NEEDED BY OWNER. X
2. SIZE, QUALITY AND OVERALL HEALTH OF ALL PLANT MATERIAL USED SHALL CONFORM TO THE \
LATEST EDITION OF "USA STANDARDS FOR NURSERY STOCK" AS PUBLISHED BY THE AMERICAN \
ASSOCIATION OF NURSERYMEN, INC. \ \
3. CALIPER SPECIFICATIONS INDICATED ON THE PLANT SCHEDULE SHALL TAKE PRECEDENCE OVER \
HEIGHT. \
4. PLANTS SHALL BE COVERED DURING TRANSPORT TO PREVENT WIND DAMAGE. COVERING SHALL
BE REMOVED IMMEDIATELY UPON ARRIVAL ON SITE. ROOT BALLS SHALL BE THOROUGHLY
WATERED IMMEDIATELY UPON ARRIVAL ON SITE AND THEN REGULARLY AS -NEEDED. IF PLANTS
ARE NOT INSTALLED IMMEDIATELY THEY SHALL BE STORED IN A PROTECTED AREA OUT OF
DIRECT SUNLIGHT AND AWAY FROM HOT SURFACES, IF POSSIBLE, AND ROOT BALLS SHALL BE
COVERED WITH MULCH.
5. PLANTS SHALL BE TRANSPORTED BY LIFTING FROM BOTTOM OF ROOT BALL ONLY.
6. CONTRACTOR SHALL REMOVE ALL LUMPS OF CLAY, STONES OVER 1" IN DIAMETER AND ALL
CONSTRUCTION DEBRIS INCLUDING GRAVEL, ROOTS, LIMBS AND OTHER DELETERIOUS MATTER
WHICH WOULD BE HARMFUL OR PREVENT PROPER ESTABLISHMENT AND/OR MAINTENANCE OF
LAWN AND PLANTING AREAS.
7. IN LANDSCAPE AREAS WHERE ASPHALT IS REMOVED FOR PLANTING BEDS OR WHERE
CONSTRUCTION GRAVEL IS EMBEDDED IN THE SOIL, CONTRACTOR SHALL REPLACE
CONTAMINATED SOIL TO A DEPTH OF 8" AND REPLACE WITH CLEAN TOPSOIL AT NO CHARGE TO
OWNER IF REQUIRED.
6. PRIOR TO PLANT INSTALLATION ALL PLANTING BEDS ARE TO BE TILLED AT A MINIMUM OF 18"
DEPTH AND RECEIVE AN AMENDED TOPSOIL MIXTURE APPROPRIATE FOR GOOD PLANT GROWTH
AND ADEQUATE DRAINAGE. RECOMMENDED SOIL AMENDMENTS AND SOIL COMPOSITE SHALL BE
BASED UPON RECOMMENDATION FROM SOIL TESTS. A MINIMUM OF ONE SOIL TEST IS REQUIRED
FOR THIS SITE.
7. PROVIDE MINIMUM PLANTING AREA PER TREE (AS PER DETAIL) WITH AMENDED ON SITE SOIL OR
SOIL MIX, OR AS SPECIFIED IN THE FRANKLIN COUNTY GUIDELINES AND SPECIFICATIONS ON
TREE PLANTING, TO A DEPTH OF 8-12" INCHES.
8. REFER TO TREE PLANTING DETAILS FOR INSTALLATION PROCEDURES AND REQUIREMENTS.
9. CONTRACTOR SHALL MULCH SHRUB BEDS AND TREES WITH 34" MULCH AS APPROVED BY
OWNER.
10. ALL PLANT BEDS ARE TO RECEIVE WEED INHIBITOR OF PREEN® OR APPROVED EQUAL.
11. CONTRACTOR IS RESPONSIBLE FOR ALL PLANTS SHOWN ON PLANS. QUANTITIES ARE FOR
CONVENIENCE ONLY. IF THERE IS A DISCREPANCY BETWEEN THE PLANTING PLAN AND THE
PLANTING SCHEDULE, THE PLAN SHALL PREVAIL.
12. CONTRACTOR SHALL COORDINATE ANY PLANTING OR IRRIGATION IN ANY RIGHT-OF-WAY WITH
FRANKLIN COUNTY, AND ANY OTHER APPLICABLE LOCAL TRANSPORTATION DEPARTMENTS AND
ESP IF CONDITIONS WARRANT ADJUSTMENTS TO PLANT MATERIAL AND LOCATIONS.
13. NO TREES TO BE PLANTED WITHIN 15 FEET OF UTILITIES OR LIGHT POLE. LARGE MATURING
TREES MUST BE A MINIMUM 25 FEET FROM OVERHEAD DISTRIBUTION OR TRANSMISSION LINES.
COORDINATE PLANTINGS WITH THE PROPER POWER COMPANY IF NECESSARY. IF TREES
CONFLICT WITH POWER LINES OR SIGNS NOTIFY LANDSCAPE ARCHITECT TO RESOLVE BEFORE
PLANTING
14. ALL DISTRIBUTED AREAS AND AREAS OUTSIDE PLANTING BEDS BUT WITHIN LIMITS OF WORK
SHALL BE SODDED OR SEEDED WITH ST. AUGUSTINE GRASS OR APPROVED EQUAL PER OWNER.
15. CONTRACTOR TO ENSURE ALL PLANT MATERIAL LOCATED OUTSIDE SIGHT TRIANGLE AND/OR
SIGHT DISTANCE LINES.
PLANT MATERIAL SUBSTITUTION:
1. PLANT MATERIAL SUBSTITUTIONS TO BE APPROVED BY OWNER OR LANDSCAPE ARCHITECT
PRIOR TO ORDERING PLANT MATERIAL. SUBSTITUTIONS OF PLANT MATERIAL NOT APPROVED BY
OWNER OR LANDSCAPE ARCHITECT MAY BE REJECTED.
93 \\
\ \ 91
90 \\ \\ 3 LAG, / (14) IC
(14
SIGHT DISTANCE x x
89 TRIANGLE(TYP.)
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OPEN /
SPACE (TYP.)
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OPEN
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0.02 AC \\\
GRAPHIC SCALE
( IN FEET )
1 inch = 100 ft.
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028116
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Call before you dig.
400'
PROJECT INFORMATION
PROJECT MANAGER:
SM
DESIGNED BY:
SLH
DRAWN BY:
RDD
PROJECT NUMBER:
DU16.400
ORIGINAL DATE:
12/08/2016
SHEET:
L1.0

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WATER SYSTEM NOTES
LEGEND
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1. ALL WATER LINES, DISTRIBUTION SYSTEM AND APPURTENANCES SHALL COMPLY WITH \ \ \ / ti
FRANKLIN COUNTY PUBLIC UTILITIES (FCPU) STANDARDS SPECIFICATIONS FOR WATER o w
EXIST. WATER LINE N/ W W \ \ v z o cn r n
AND SEWER. \ OP JOHN E. FULLER, JR. JOHN E. FULLER, JR. D.B. o _ z
BLOWOFF 1094, PG. 669
2. ALL UTILITY PLANS SHALL BE APPROVED BY THE FRANKLIN COUNTY PUBLIC UTILITIES EXIST. FIRE HYDRANT \ VALVE D.B. 1094, PG. 669 N o m
\ w
DEPARTMENT PRIOR TO CONSTRUCTION. \ \ \ B.M. 1997, PG. 216 n s z
\ \ B.M. 1997, PG. 216 PRF 2, SLIDE 96 W s
3. THE ALLOCATION OF WATER AND SEWER SHALL BE APPROVED BY THE FRANKLIN EXIST. WATER VALVE / /j / _ \\\\ / \ \ HYDRANTS PIN 1864-48-8992
COUNTY BOARD OF COMMISSIONERS PRIOR TO THE EXPIRATION DATE OF THE
PRELIMINARY PLAT. A TWENTY-FIVE PERCENT (25%) DEPOSIT OF THE REQUIRED // / / \ \\ PROP. 2" \ O,
// / \ Q
UTILITY ACREAGE FEE SHALL BE PAID IN THE FORM OF A CASH DEPOSIT WITHIN FIFTEEN EXIST .SANITARY SEWER LINE BLOWOFF
SS SS // � \ \ \\\ </ VALVE \ '�
(15) DAYS OF BOARD OF COMMISSIONER ALLOCATION OF UTILITIES.
/ PROP. 8" C900
4. MATERIALS - EXIST. SANITARY SEWER MANHOLE Q / /// / / / \ \ \\\ PVC WATERMAIN \ \ \ \ \so ��j"6.j-�
WATER LINES: POLYVINYLCHLORIDE (PVC), AWWA C900, CLASS 150, DR 18 // /� \ 97 09
OR EXIST. FORCE MAIN FM FM WHISPERING PINES OF FRANKLIN COUNTY,
DUCTILE IRON PIPE (DIP), CLASS 50 / \ \
GATE VALVES: RESILIENT SEATED WEDGE VALVES, AWWA C509, BY LLC
CLOW VALVE CO. EXIST. STORM DRAINAGE SD SD / j� D.B. 1535, PG. 604 \ \
FIRE HYDRANTS: DRY -BARREL TYPE, AWWA C502,51/4 -INCH MAIN VALVE, BY PIN 1864-28-7058 OP. SSMH#1 �/ / 96 \
CLOW VALVE CO. // ZONED R -8P
PROP. SANITARY SEWER LINE // j / USE -VACANT
METER SETTERS // \ 94 O SPAC
& FITTINGS: BRASS BODIES, COMPRESSION TYPE BY FORD METER BOX CO. PROP. FORCE MAIN//! / ROP. SSMH#10 'Q
C/C O 95 ��Op
8" SDR 35 N. SWR. ii
SERVICE PIPING: 1" TYPE K SOFT COPPER WITH 3/4" X 3/4" Y 93 !� 8" SDR 35 AN. SWR.
PROP. WATER MAIN � // / / / ROP. SSMH# \ \
5. THE CONTRACTOR IS TOTALLY RESPONSIBLE FOR OBTAINING ALL LOCATIONS OF // / PROP. 2" \
EXISTING UNDERGROUND UTILITIES PRIOR TO COMMENCEMENT OF WATER UTILITY 8"xs" TEE 92 / BLOWOFF \ PEARCE PROPERTIES, LLC
P.
CONSTRUCTION. PROHYDRANT �! / 8" GV (S) Q„ � � VALVE \ D.B. 1168, PG. 163
8" cv (P�.g� \ \ PIN 1864--58-8712
91
6. FRANKLIN COUNTY PUBLIC UTILITIES (919/494-5415) SHALL BE NOTIFIED 48 HOURS IN PROP. VALVE ►t / / / 55 24
/ 3 PROP. 12" PVC C900 �� ,..••• ••..,•
ADVANCE OF THE COMMENCEMENT OF CONSTRUCTION, AND ALL UTILITY / / g0� WM EXTENSION / `�� ��.•' �-
CONSTRUCTION ACTIVITIES THEREAFTER. PROP. SANITARY SEWER MANHOLE // / 90 HYDRA IRE T \ ��• ;�00
/ / ROP. SSMH# 25 ROP. SSMH#12 LICENSE NO.:
7. MINIMUM BURY DEPTH IS 4 FEET. WATER LINES CROSSING UNDER STORM DRAINS // / \ - =
SHALL BE DIP. PROP. SANITARY SEWER ESMT. C — — / / `�Ql / / 89 / 23 \ \ C-0587
8. TRACER WIRE AND DETECTOR TAPE SHALL BE USED WHEN INSTALLING C-900, TRACER T QQ�y 88�,
TAP ONLY WHEN INSTALLING DIP. STREAM BUFFER �j — / /I / J� 5 \ of •••�'•••••••'••••Q `���
lap 3y°jQ� HYDRANTS \ \ `%" � %o I I AA
9. ALL FIRE HYDRANT LEGS SHALL BE DIP 6" MINIMUM. r 87 O�
EXIST. WETLANDS O 5 \
10. FIRE HYDRANT CAPS AND BONNETS SHALL BE PAINTED WHITE: RUST-OLEUM/OIL BASED �_ _ _ Q� PR SSMH#7
7790 FLAT WHITE.PROP. STORM DRAINAGE EASEMENT (SDE) I / 86 64 22 \ \ \���1111
/ PROP. SSMH#20 A. \ \ \���� CARO
11.CONCRETE BLOCKS REQUIRED UNDER ALL GATE VALVES WHEN USING C-900 TAPPING
//�j / \ \S�\�`:•... ��
SADDLES REQUIRED FOR ALL TAPS ON C-900 WATER LINE. PROP. UTILITY EASEMENT //11//1JLLd 85Q� \ \�•�FESS%;y9!1/q
8" SDR 35 SAN. SWR. ,� \ _ , Q �•; ,
12. AT ALL WATER MAIN CROSSINGS A STANDARD LENGTH OF DIP PIPE CENTERED AT THE 65 O \ _ SEAL
CROSSING IS REQUIRED. 21
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84 �� PROP. FIRE
66 HYDRANT 63 �V \ \ • 028116 • ,�
83 �p� PROP. SSMH#19 O� \ • F/1/ ��•
67 q
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INDIVIDUAL WATER METERS: 97 X 4" METERS 82 / 20 \ \\ \ I Il I13t% '08 /2 016
PROPOSED FIRE HYDRANTS: 9 8" SDR 35 SAN. SWR.
WATER FLOWS VOLUME: 68 62 REMOVE BOV \ \
PHASE 1 (60 LOTS): 15,000 GAL/DAY (250 GAL/DAY/UNIT X 60 UNITS) / / 81 AND CONNECT \ \
PHASE 2 (37 LOTS):9250 GAL/DAY (250 GAL/DAY/UNIT X 37 UNITS) /PROP. FIRE TO EXIST. WM \ \ m
,
ESTIMATED SEWER FLOW VOLUME: 69 HYDRANT \
PHASE 1 (60 LOTS): 15,000 GAL/DAY (250 GAL/DAY/UNIT X 60 UNITS) 80 L/co / 19 / \
\ PROP. 8" C900 35 ROP. SSMH#
PHASE 2 (37 LOTS): 9,250 GAL/DAY 250 GAL/DAY/UNIT X 37 UNITS OPEN SPACE FL 61 EXIST.
( ) \ / PVC WATERMAIN c�0 70 / / HYDRANT
TOTAL 8" PVC WATER MAIN: 4,510 LF \ / 79 g
TOTAL 12" PVC WATER MAIN: 1,045 LF
\ \ 78 71 �rL ,�/ / 60 18
8" SDR 35 N. SWR. 72.rP P. SSMH#18
77 HYDRANTS Q
\ \ \\ 17
PROP. 2" �/ / 73 ��� / / \\ \\
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BLOWOFF ROP. SSMH# 59
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SEWER SYSTEM NOTES \ \ \\ 74
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sr PROP. SSM 4 SPACE
1. THESE NOTES ARE NOT INCLUSIVE OF ALL WATER &SEWER SPECIFICATIONS; PLEASE REFER TO 76 O� y
�//� , PROP. STORMWATER 5 58 (b �� \
FRANKLIN COUNTY PUBLIC UTILITIES STANDARD SPECIFICATIONS FOR WATER AND SEWER. ALL OF \n3 ACCESS AND �0
THE FOLLOWING IS AT CONTRACTOR'S EXPENSE ALONG WITH ANY OTHER REQUIRED SS \ ""�""/J� djr MAINTENANCE / AKERS, RODNEY C. & / \ \
INFRASTRUCTURE AS DETERMINED BY FRANKLIN COUNTY PUBLIC UTILITIES (FCPU). \ Q15 / AKERS, ANNE
EASEMENT (TYP.)
\ / 81.xs" TEE 57 PROP. SSMH#17 P.B. 2005, PG. 218 \ / C
2. SANITARY SEWER MAINS AND WATER MAINS SHALL BE LAID AT LEAST 10' (TEN FEET) APART. IF SITE \ \ I 75 „� • 8" GV (S) �F- D.B. 1139, PG. 244
CONDITIONS PRECLUDE THIS HORIZONTAL SEPARATION, THEN THE WATER MAIN SHALL BE LAID IN A 61 `"' °'A� �/� 8" GV (E) 5 PIN 1864-57-3923
SEPARATE TRENCH WITH AT LEAST 18" VERTICAL SEPARATION. \ `S p P� /
\ � 56 y5 ZONING R-1 / �/ ///,
\ \ 1 `3 14 USE: RESIDENTIAL
3. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR CONTACTING ALL APPROPRIATE PARTIES AND \ \ / °p d ROP. SSMH#1
ASSURING THAT EXISTING UTILITIES ARE LOCATED PRIOR TO CONSTRUCTION. 55
4. THE CONTRACTOR SHALL SUBMIT AS -BUILT DRAWINGS OF THE WATER AND SANITARY SEWER \\ ) BMP A \ .14 13/ EXIST. //
IMPROVEMENTS SPECIFIED IN THESE PLANS UPON COMPLETION OF THE RESPECTIVE PHASES OF SS\ 8" DIP SAN.. / )RANT / Cy/ // Z
WORO
b4 rn
5. TREES ARE NOT TO BE PLANTED OVER WATER MAINS, SEWER MAINS OR WITHIN THEIR EASEMENTS.\LU
PROP. FIR w / // ///�
6. NO PROPOSED OR FUTURE SIDEWALKS SHALL BE INSTALLED OVER ANY WATER MAIN WITHIN THE EXIST. FEMA 100 w
�► HYDRANT
PROJECT UNLESS APPROVED BY FCPU. WATER METERS AND SEWER SERVICE CONNECTIONS SHALL 8" SDR 35 SAN. SWR. iS / \ // // STREAM YEAR FLOOD
BE LOCATED OUTSIDE OF ANY SIDEWALK. \ 53
A LINE (TYP.)
7. THE CONTRACTOR IS PROVIDE MINIMUM OF 48 HOUR NOTICE TO OWNER OR REPRESENTATIVE PRIOR SSMH �N \ O N 40
TOP- 282.56' �� 'P PROP. 8" cs00
TO INTERRUPTION OF ANY EXISTING UTILITY. INV- 276.09' 18" PVC NW \ \ o `s ,�P PVC WATERMAIN
( ) EXIST. \ N �1 10 kr z
8. THE CONTRACTOR IS RESPONSIBLE FOR REPAIR AND/OR REPLACEMENT OF ANY UTILITIES DAMAGED INV- 276.14' (18" PVC SE) \ WETLANDS yy 52 // �pj \ /� /' / \�'\\\\\ \ \
DURING CONSTRUCTION. \ �\ 5 A . Ln 41N 5z)
\ / \
i \ PROP. SSMH#15 9 �O tv / 1 \ \
9. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL NECESSARY PERMITS AND APPROVALS \\ `A 1 / \,�• \ / /�✓/ \\�\ �� ` Z
HAVE BEEN OBTAINED PRIOR TO CONSTRUCTION. \ mo o / GHD-FOREST CITY, LLC \ S \
\ 8" SDR 35 SAN. SWR 39 8•.s ti ti �y \ / �/ \\ \
PROP. SSMH OiQ 80A Q-/ // / P.B. 2013, PG 5I-
10. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR LOCATION AND PROTECTION OF EXISTING iP `' PROP. SSM 21 r$, S� / I // D.B. 1970, PG.133
ABOVE AND BELOW GROUND UTILITIES AND STRUCTURES. ANY AND ALL MAINS, LINES, OR 51 \ N Q y // /// ZONE: R-8 \``\\\ \ \ p
INDIVIDUAL SERVICES DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED IMMEDIATELY AT NO 1 I PROP. 20' 42 \ 38 Sly, ;, Q� / 7 \ \� I� I/� PIN 1864-56-5534 \``\\ \ \ O U
ADDITIONAL EXPENSE TO THE OWNER. PHASE LINE SAN. SWR• ESMT• \ /t? \ \ II / \\ \ \ ` — Z
PROP
\ N �S PROP. SS #22 OPEN SPACE \\\ J
I SWR . 8" C900 Y
11. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT ALL LOCAL, STATE AND FEDERAL �� \ / / _ / 8" SDR 35 SAN. i PVC WATERMAIN 37 / A� 6 \ �� Z
CONSTRUCTION SAFETY REGULATIONS ARE FOLLOWED DURING THE CONSTRUCTION ACTIVITIES p. �' O� / e�/ PROP. FIRE �� PROP. / Q
���/// 43 \ p / /// �Q�,�1 8, HYDRANT 1 II CONNECTION
ASSOCIATED WITH THIS PROJECT. \\ \ // 5P 5� 50 PROP. FIRE � 36 c J \ SO 5 I TO EXIST. W LL
�
12. MATERIAL AND WORKMANSHIP REQUIREMENTS TO BE IN ACCORDANCE WITH FRANKLIN COUNTY \ ��5 8" DR 35 SAN. SWR. HYDRANT O 1 �/�l �4�,5 PROP. 8" C900 2 �� WATERMAIN /
POLICIES, PROCEDURES, STANDARDS, AND SPECIFICATIONS. SSMH J� O 44 \/ S PVC WATERMAIN
/ 5 / q�l! 3 PROP. SSMH 6 LU �++
TOP- 281.31 ' � � � ROP. SSMH#27 35 Sh, 4 � ��\?�
13. DUCTILE IRON INTERIOR COATED PIPE (H2S INDUCED CORROSION RESISTANT) IS REQUIRED FOR INV- 274.73' (1 8" PVC NW) I y PROP. SSMH# 1 / 'Q A — — �S� \� Q
SEWER LINES IF THE FOLLOWING CLEARANCES ARE NOT MET. A MINIMUM OF 18" VERTICAL 49 \ \ R
INV- 274.79' (18" PVC SE) — I / /// PROP. SS H#25
SEPARATION BETWEEN WATER AND SEWER MAIN (S), A 10' HORIZONTAL SEPARATION FOR WATER \ 34 R35 S \ \
LINES RUNNING PARALLEL WITH SEWER LINES, AND 10' HORIZONTAL SEPARATION BETWEEN SEWER
FORCE MAIN (S) AND 18" VERTICAL SEPARATION BETWEEN POTABLE WATER. I \ 5 45 I \ \ �\ \\\ Q
R 3AN. SWR.
I I \ PROP. 2' \ 33 ��%��� OPEN SPACE z LU
14. SANITARY SEWER LATERAL LOCATIONS MAY BE SUBJECT TO FIELD RELOCATION IF FIELD \ _ BLOWOFF 26 �
\ \�F
CONDITIONS REQUIRE SUCH CHANGES AND APPROVED BY INSPECTOR, THE CONTRACTOR MAY MAKE I I CEDAI EEK FRANKLINTON ONE LLQ 48 VALVE \ PROP. SS H#23 �� \\\
FIELD ADJUSTMENTS TO LATERAL SERVICE BASED ON FIELD CONDITIONS IN ORDER TO MAXIMIZE OR I w
PB: 2013, PG 5 \ ?0• 32 // 27
OBTAIN THE GRAVITY SERVICE TO ANY LOT. THE CONTRACTOR WILL BE RESPONSIBLE TO VERIFY PROP. SSMH#2 S'O Q ♦ ♦
� DB: 1482, PG 167 ) \ F \ \ \ \ V
WITH ENGINEER THAT EACH HOME SITE CAN BE SERVED BY SUBJECT SEWER LATERAL. I � PIN 1864-47-8005 46 \ 8" SDR 35 SAN. R. 28 \ J
EXIST. POND 31 29 \ \ \\\ \ � J
Ln ZONING: R-1 I \ 30 \ ,`O
15. ALL 4" PVC SEWER SERVICE LINE SHOULD HAVE NO LESS THAN 1' SLOPE PER 100' OF DISTANCE. ALL cI1 a I \ 47 / \ 8" SDR 5 SAN. SWR. \ \\ p J W
6" PVC SEWER SERVICE LINE TO HAVE NO LEES THAN 6" SLOPE PER 100' OF DISTANCE. I N / \ \ \ �� J W OZ
2 GEN HOLDINGS, LLC `� I I \
16. ALL SANITARY SEWER FORCE MAINS MUST HAVE 12 GAUGE STRANDED COATED TRACER WIRE DUCT Z
D.B. 1453, PG. 114 p ( \ / \ \ \\� LJ- a p
TAPED TO TOP OF FORCE MAIN PIPE, TO INSURE PROPER LOCATION OF FORCE MAINS FOR FUTURE �n 1 --
REFERENCE.
REFERENCE. PIN 1864-44 0246 _ — _
1 I co EXIST. WETLANDS \ \ 0 SPACE EXIST. WETLANDS J / ��\ �\ =Q� Z
\ \ OPEN \ O G Y
I I I \ Z SPACE (TYP.) \ _? O Y�
\ Q Q
SSMH I I \� BMP IL
B �-- o� L U Y
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TOP- 280.00' I \ RY (TYP.) �_ \LU
INV- 273.35' (18" PVC NW) I TAR-PAMLICO 50' PROJECT gOVNDA _. V w
INV- 273.32' (18" PVC SE) / BUFFER FROM TOP / J P _ GHDP.BRE013 CITY, LLC , w
INV- 274.20' (6" PVC SW) N R.- I OF BANK (TYPICAL) / / a� _ _ — _ — _ \ Q<
I 8" p1P SAN D.B. 1970, R-8 / ,
ZONE: R-8 / ® W
PIN 1864-56-5534 �' V
SS \ ( / \ \
Know what's below. PROJECT INFORMATION
SS
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� � \ \ \ , // DESIGNED BY: SLH
GRAPHIC SCALE DRAWN BY: RDD
PROJECT NUMBER: DU16.400
—� 100' 0 50' 100' 200' 400'
ORIGINAL DATE: 12/08/2016
SHEET:
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1. ALL WATER LINES, DISTRIBUTION SYSTEM AND APPURTENANCES SHALL COMPLY WITH
1. THESE NOTES ARE NOT INCLUSIVE OF ALL WATER & SEWER SPECIFICATIONS; PLEASE REFER TO
DU16.400
FRANKLIN COUNTY PUBLIC UTILITIES (FCPU) STANDARDS SPECIFICATIONS FOR WATER
FRANKLIN COUNTY PUBLIC UTILITIES STANDARD SPECIFICATIONS FOR WATER AND SEWER. ALL OF
EXIST. WATER LINE
AND SEWER.
THE FOLLOWING IS AT CONTRACTOR'S EXPENSE ALONG WITH ANY OTHER REQUIRED
W W W
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INFRASTRUCTURE AS DETERMINED BY FRANKLIN COUNTY PUBLIC UTILITIES (FCPU).
2. ALL UTILITY PLANS SHALL BE APPROVED BY THE FRANKLIN COUNTY PUBLIC UTILITIES
EXIST. FIRE HYDRANT
DEPARTMENT PRIOR TO CONSTRUCTION.
2. SANITARY SEWER MAINS AND WATER MAINS SHALL BE LAID AT LEAST 10' (TEN FEET) APART. IF SITE
CONDITIONS PRECLUDE THIS HORIZONTAL SEPARATION, THEN THE WATER MAIN SHALL BE LAID IN A
3. THE ALLOCATION OF WATER AND SEWER SHALL BE APPROVED BY THE FRANKLIN
SEPARATE TRENCH WITH AT LEAST 18" VERTICAL SEPARATION.
EXIST. WATER VALVE x
COUNTY BOARD OF COMMISSIONERS PRIOR TO THE EXPIRATION DATE OF THE
Y)
PRELIMINARY PLAT. A TWENTY-FIVE PERCENT (25%) DEPOSIT OF THE REQUIRED
3. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR CONTACTING ALL APPROPRIATE PARTIES AND
UTILITY ACREAGE FEE SHALL BE PAID IN THE FORM OF A CASH DEPOSIT WITHIN FIFTEEN
ASSURING THAT EXISTING UTILITIES ARE LOCATED PRIOR TO CONSTRUCTION.
EXIST. SANITARY SEWER LINE SS SS
(15) DAYS OF BOARD OF COMMISSIONER ALLOCATION OF UTILITIES.
4. THE CONTRACTOR SHALL SUBMIT AS -BUILT DRAWINGS OF THE WATER AND SANITARY SEWER
4. MATERIALS -
IMPROVEMENTS SPECIFIED IN THESE PLANS UPON COMPLETION OF THE RESPECTIVE PHASES OF
SANITARY SEWER MANHOLE S
EXIST. O
WATER LINES: POLYVINYLCHLORIDE (PVC), AWWA C900, CLASS 150, DR 18
WORK.
OR
W
EXIST. FORCE MAIN FM FM
DUCTILE IRON PIPE (DIP), CLASS 50
5. TREES ARE NOT TO BE PLANTED OVER WATER MAINS, SEWER MAINS OR WITHIN THEIR EASEMENTS.
GATE VALVES: RESILIENT SEATED WEDGE VALVES, AWWA C509, BY
CLOW VALVE CO.
6. NO PROPOSED OR FUTURE SIDEWALKS SHALL BE INSTALLED OVER ANY WATER MAIN WITHIN THE
EXIST. STORM DRAINAGE SD SD
FIRE HYDRANTS: DRY -BARREL TYPE, AWWA C502,51/4 -INCH MAIN VALVE, BY
PROJECT UNLESS APPROVED BY FCPU. WATER METERS AND SEWER SERVICE CONNECTIONS SHALL
CLOW VALVE CO.
BE LOCATED OUTSIDE OF ANY SIDEWALK.
PROP. SANITARY SEWER LINE
METER SETTERS
7. THE CONTRACTOR IS PROVIDE MINIMUM OF 48 HOUR NOTICE TO OWNER OR REPRESENTATIVE PRIOR
& FITTINGS: BRASS BODIES, COMPRESSION TYPE BY FORD METER BOX CO.
TO INTERRUPTION OF ANY EXISTING UTILITY.
PROP. FORCE MAIN
SERVICE PIPING: 1" TYPE K SOFT COPPER WITH 3/4" X 3/4" Y
8. THE CONTRACTOR IS RESPONSIBLE FOR REPAIR AND/OR REPLACEMENT OF ANY UTILITIES DAMAGED
DURING CONSTRUCTION.
PROP. WATER MAIN
5. THE CONTRACTOR IS TOTALLY RESPONSIBLE FOR OBTAINING ALL LOCATIONS OF
EXISTING UNDERGROUND UTILITIES PRIOR TO COMMENCEMENT OF WATER UTILITY
9. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL NECESSARY PERMITS AND APPROVALS
PROP. HYDRANT
CONSTRUCTION.
HAVE BEEN OBTAINED PRIOR TO CONSTRUCTION.
6. FRANKLIN COUNTY PUBLIC UTILITIES (919/494-5415) SHALL BE NOTIFIED 48 HOURS IN
10. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR LOCATION AND PROTECTION OF EXISTING
PROP. VALVE ►t
ADVANCE OF THE COMMENCEMENT OF CONSTRUCTION, AND ALL UTILITY
ABOVE AND BELOW GROUND UTILITIES AND STRUCTURES. ANY AND ALL MAINS, LINES, OR
CONSTRUCTION ACTIVITIES THEREAFTER.
INDIVIDUAL SERVICES DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED IMMEDIATELY AT NO
ADDITIONAL EXPENSE TO THE OWNER.
PROP. SANITARY SEWER MANHOLE
7. MINIMUM BURY DEPTH IS 4 FEET. WATER LINES CROSSING UNDER STORM DRAINS
SHALL BE DIP.
11. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT ALL LOCAL, STATE AND FEDERAL
PROP. SANITARY SEWER ESMT.
CONSTRUCTION SAFETY REGULATIONS ARE FOLLOWED DURING THE CONSTRUCTION ACTIVITIES
8. TRACER WIRE AND DETECTOR TAPE SHALL BE USED WHEN INSTALLING C-900, TRACER
ASSOCIATED WITH THIS PROJECT.
TAP ONLY WHEN INSTALLING DIP.
STREAM BUFFER
12. MATERIAL AND WORKMANSHIP REQUIREMENTS TO BE IN ACCORDANCE WITH FRANKLIN COUNTY
9. ALL FIRE HYDRANT LEGS SHALL BE DIP 6" MINIMUM.
POLICIES, PROCEDURES, STANDARDS, AND SPECIFICATIONS.
_
F
EXIST. WETLANDS
10.FIRE HYDRANT CAPS AND BONNETS SHALL BE PAINTED WHITE: RUST-OLEUM/OIL BASED
- 7790 FLAT WHITE.
13. DUCTILE IRON INTERIOR COATED PIPE (H2S INDUCED CORROSION RESISTANT) IS REQUIRED FOR
SEWER LINES IF THE FOLLOWING CLEARANCES ARE NOT MET. A MINIMUM OF 18" VERTICAL
PROP. STORM DRAINAGE EASEMENT I
SEPARATION BETWEEN WATER AND SEWER MAIN (S), A 10' HORIZONTAL SEPARATION FOR WATER
(SDE)
_ —
11.CONCRETE BLOCKS REQUIRED UNDER ALL GATE VALVES WHEN USING C-900 TAPPING
LINES RUNNING PARALLEL WITH SEWER LINES, AND 10' HORIZONTAL SEPARATION BETWEEN SEWER
f/
SADDLES REQUIRED FOR ALL TAPS ON C-900 WATER LINE.
FORCE MAIN (S) AND 18" VERTICAL SEPARATION BETWEEN POTABLE WATER.
PROP. UTILITY EASEMENT
//11//1LLLd
12. AT ALL WATER MAIN CROSSINGS A STANDARD LENGTH OF DIP PIPE CENTERED AT THE
14. SANITARY SEWER LATERAL LOCATIONS MAY BE SUBJECT TO FIELD RELOCATION IF FIELD
CROSSING IS REQUIRED.
CONDITIONS REQUIRE SUCH CHANGES AND APPROVED BY INSPECTOR, THE CONTRACTOR MAY MAKE
FIELD ADJUSTMENTS TO LATERAL SERVICE BASED ON FIELD CONDITIONS IN ORDER TO MAXIMIZE OR
OBTAIN THE GRAVITY SERVICE TO ANY LOT. THE CONTRACTOR WILL BE RESPONSIBLE TO VERIFY
WITH ENGINEER THAT EACH HOME SITE CAN BE SERVED BY SUBJECT SEWER LATERAL.
15. ALL 4" PVC SEWER SERVICE LINE SHOULD HAVE NO LESS THAN 1^SLOPE PER 100' OF DISTANCE. ALL
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ORIGINAL DATE:
12/08/2016
SHEET:
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WATER SYSTEM NOTES
SEWER SYSTEM NOTES
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ALL WATER LINES, DISTRIBUTION SYSTEM AND APPURTENANCES SHALL COMPLY WITH
1. THESE NOTES ARE NOT INCLUSIVE OF ALL WATER & SEWER SPECIFICATIONS; PLEASE REFER TO
FRANKLIN COUNTY PUBLIC UTILITIES (FCPU) STANDARDS SPECIFICATIONS FOR WATER
FRANKLIN COUNTY PUBLIC UTILITIES STANDARD SPECIFICATIONS FOR WATER AND SEWER. ALL OF
EXIST. SANITARY SEWER LINE
AND SEWER.
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2. SANITARY SEWER MAINS AND WATER MAINS SHALL BE LAID AT LEAST 10' (TEN FEET) APART. IF SITE
PROP. WATER MAIN
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3.
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SEPARATE TRENCH WITH AT LEAST 18" VERTICAL SEPARATION.
PROP. SANITARY SEWER MANHOLE
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3. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR CONTACTING ALL APPROPRIATE PARTIES AND
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9. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL NECESSARY PERMITS AND APPROVALS
CONSTRUCTION.
HAVE BEEN OBTAINED PRIOR TO CONSTRUCTION.
6.
FRANKLIN COUNTY PUBLIC UTILITIES (919/494-5415) SHALL BE NOTIFIED 48 HOURS IN
10. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR LOCATION AND PROTECTION OF EXISTING
ADVANCE OF THE COMMENCEMENT OF CONSTRUCTION, AND ALL UTILITY
ABOVE AND BELOW GROUND UTILITIES AND STRUCTURES. ANY AND ALL MAINS, LINES, OR
CONSTRUCTION ACTIVITIES THEREAFTER.
INDIVIDUAL SERVICES DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED IMMEDIATELY AT NO
ADDITIONAL EXPENSE TO THE OWNER.
7.
MINIMUM BURY DEPTH IS 4 FEET. WATER LINES CROSSING UNDER STORM DRAINS
SHALL BE DIP.
11. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT ALL LOCAL, STATE AND FEDERAL
CONSTRUCTION SAFETY REGULATIONS ARE FOLLOWED DURING THE CONSTRUCTION ACTIVITIES
8.
TRACER WIRE AND DETECTOR TAPE SHALL BE USED WHEN INSTALLING C-900, TRACER
ASSOCIATED WITH THIS PROJECT.
TAP ONLY WHEN INSTALLING DIP.
12. MATERIAL AND WORKMANSHIP REQUIREMENTS TO BE IN ACCORDANCE WITH FRANKLIN COUNTY
9.
ALL FIRE HYDRANT LEGS SHALL BE DIP 6" MINIMUM.
POLICIES, PROCEDURES, STANDARDS, AND SPECIFICATIONS.
10.FIRE
HYDRANT CAPS AND BONNETS SHALL BE PAINTED WHITE: RUST-OLEUM/OIL BASED
13. DUCTILE IRON INTERIOR COATED PIPE (H2S INDUCED CORROSION RESISTANT) IS REQUIRED FOR
- 7790 FLAT WHITE.
SEWER LINES IF THE FOLLOWING CLEARANCES ARE NOT MET. A MINIMUM OF 18" VERTICAL
SEPARATION BETWEEN WATER AND SEWER MAIN (S), A IO' HORIZONTAL SEPARATION FOR WATER
11.CONCRETE
BLOCKS REQUIRED UNDER ALL GATE VALVES WHEN USING C-900 TAPPING
LINES RUNNING PARALLEL WITH SEWER LINES, AND 10' HORIZONTAL SEPARATION BETWEEN SEWER
SADDLES REQUIRED FOR ALL TAPS ON C-900 WATER LINE.
FORCE MAIN (S) AND 18" VERTICAL SEPARATION BETWEEN POTABLE WATER.
12.
AT ALL WATER MAIN CROSSINGS A STANDARD LENGTH OF DIP PIPE CENTERED AT THE
14. SANITARY SEWER LATERAL LOCATIONS MAY BE SUBJECT TO FIELD RELOCATION IF FIELD
CROSSING IS REQUIRED.
CONDITIONS REQUIRE SUCH CHANGES AND APPROVED BY INSPECTOR, THE CONTRACTOR MAY MAKE
FIELD ADJUSTMENTS TO LATERAL SERVICE BASED ON FIELD CONDITIONS IN ORDER TO MAXIMIZE OR
OBTAIN THE GRAVITY SERVICE TO ANY LOT. THE CONTRACTOR WILL BE RESPONSIBLE TO VERIFY
WITH ENGINEER THAT EACH HOME SITE CAN BE SERVED BY SUBJECT SEWER LATERAL.
15. ALL 4" PVC SEWER SERVICE LINE SHOULD HAVE NO LESS THAN 1' SLOPE PER 100' OF DISTANCE. ALL
6" PVC SEWER SERVICE LINE TO HAVE NO LEES THAN 6" SLOPE PER 100' OF DISTANCE.
16. ALL SANITARY SEWER FORCE MAINS MUST HAVE 12 GAUGE STRANDED COATED TRACER WIRE DUCT
TAPED TO TOP OF FORCE MAIN PIPE, TO INSURE PROPER LOCATION OF FORCE MAINS FOR FUTURE
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PROJECT NUMBER: DU16.400
( IN FEET) ORIGINAL DATE: 12/08/2016
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DRAWN BY: RDD
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( IN FEET) ORIGINAL DATE: 12/08/2016
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WATER SYSTEM NOTES
SEWER SYSTEM NOTES
1.
ALL WATER LINES, DISTRIBUTION SYSTEM AND APPURTENANCES SHALL COMPLY WITH
1. THESE NOTES ARE NOT INCLUSIVE OF ALL WATER & SEWER SPECIFICATIONS; PLEASE REFER TO
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FRANKLIN COUNTY PUBLIC UTILITIES (FCPU) STANDARDS SPECIFICATIONS FOR WATER
FRANKLIN COUNTY PUBLIC UTILITIES STANDARD SPECIFICATIONS FOR WATER AND SEWER. ALL OF
EXIST. SANITARY SEWER LINE
AND SEWER.
THE FOLLOWING IS AT CONTRACTOR'S EXPENSE ALONG WITH ANY OTHER REQUIRED
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EXIST. FORCE MAIN
INFRASTRUCTURE AS DETERMINED BY FRANKLIN COUNTY PUBLIC UTILITIES (FCPU).
2.
ALL UTILITY PLANS SHALL BE APPROVED BY THE FRANKLIN COUNTY PUBLIC UTILITIES
PROP. SANITARY SEWER LINE
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DEPARTMENT PRIOR TO CONSTRUCTION.
2. SANITARY SEWER MAINS AND WATER MAINS SHALL BE LAID AT LEAST 10' (TEN FEET) APART. IF SITE
PROP. WATER MAIN
CONDITIONS PRECLUDE THIS HORIZONTAL SEPARATION, THEN THE WATER MAIN SHALL BE LAID IN A
3.
THE ALLOCATION OF WATER AND SEWER SHALL BE APPROVED BY THE FRANKLIN
SEPARATE TRENCH WITH AT LEAST 18" VERTICAL SEPARATION.
PROP.VALVE
COUNTY BOARD OF COMMISSIONERS PRIOR TO THE EXPIRATION DATE OF THE
PROP. SANITARY SEWER MANHOLE
PRELIMINARY PLAT. A TWENTY-FIVE PERCENT (25%) DEPOSIT OF THE REQUIRED
3. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR CONTACTING ALL APPROPRIATE PARTIES AND
STREAM BUFFER
UTILITY ACREAGE FEE SHALL BE PAID IN THE FORM OF A CASH DEPOSIT WITHIN FIFTEEN
ASSURING THAT EXISTING UTILITIES ARE LOCATED PRIOR TO CONSTRUCTION.
F_
(15) DAYS OF BOARD OF COMMISSIONER ALLOCATION OF UTILITIES.
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PROJECT UNLESS APPROVED BY FCPU. WATER METERS AND SEWER SERVICE CONNECTIONS SHALL
CLOW VALVE CO.
BE LOCATED OUTSIDE OF ANY SIDEWALK.
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METER SETTERS
7. THE CONTRACTOR IS PROVIDE MINIMUM OF 48 HOUR NOTICE TO OWNER OR REPRESENTATIVE PRIOR
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TO INTERRUPTION OF ANY EXISTING UTILITY.
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8. THE CONTRACTOR IS RESPONSIBLE FOR REPAIR AND/OR REPLACEMENT OF ANY UTILITIES DAMAGED
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DURING CONSTRUCTION.
5.
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9. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL NECESSARY PERMITS AND APPROVALS
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CONSTRUCTION.
HAVE BEEN OBTAINED PRIOR TO CONSTRUCTION.
6.
FRANKLIN COUNTY PUBLIC UTILITIES (919/494-5415) SHALL BE NOTIFIED 48 HOURS IN
10. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR LOCATION AND PROTECTION OF EXISTING
INFORMATION
ADVANCE OF THE COMMENCEMENT OF CONSTRUCTION, AND ALL UTILITY
ABOVE AND BELOW GROUND UTILITIES AND STRUCTURES. ANY AND ALL MAINS, LINES, OR
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CONSTRUCTION ACTIVITIES THEREAFTER.
INDIVIDUAL SERVICES DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED IMMEDIATELY AT NO
SLH
ADDITIONAL EXPENSE TO THE OWNER.
7.
MINIMUM BURY DEPTH IS 4 FEET. WATER LINES CROSSING UNDER STORM DRAINS
PROJECT NUMBER:
DU16.400
SHALL BE DIP.
11. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT ALL LOCAL, STATE AND FEDERAL
12/08/2016
CONSTRUCTION SAFETY REGULATIONS ARE FOLLOWED DURING THE CONSTRUCTION ACTIVITIES
8.
TRACER WIRE AND DETECTOR TAPE SHALL BE USED WHEN INSTALLING C-900, TRACER
ASSOCIATED WITH THIS PROJECT.
TAP ONLY WHEN INSTALLING DIP.
12. MATERIAL AND WORKMANSHIP REQUIREMENTS TO BE IN ACCORDANCE WITH FRANKLIN COUNTY
9.
ALL FIRE HYDRANT LEGS SHALL BE DIP 6" MINIMUM.
POLICIES, PROCEDURES, STANDARDS, AND SPECIFICATIONS.
10.
FIRE HYDRANT CAPS AND BONNETS SHALL BE PAINTED WHITE: RUST-OLEUM/OIL BASED
13. DUCTILE IRON INTERIOR COATED PIPE (H2S INDUCED CORROSION RESISTANT) IS REQUIRED FOR
- 7790 FLAT WHITE.
SEWER LINES IF THE FOLLOWING CLEARANCES ARE NOT MET. A MINIMUM OF 18" VERTICAL
SEPARATION BETWEEN WATER AND SEWER MAIN (S), A IO' HORIZONTAL SEPARATION FOR WATER
11.CONCRETE
BLOCKS REQUIRED UNDER ALL GATE VALVES WHEN USING C-900 TAPPING
LINES RUNNING PARALLEL WITH SEWER LINES, AND 10' HORIZONTAL SEPARATION BETWEEN SEWER
SADDLES REQUIRED FOR ALL TAPS ON C-900 WATER LINE.
FORCE MAIN (S) AND 18" VERTICAL SEPARATION BETWEEN POTABLE WATER.
12.
AT ALL WATER MAIN CROSSINGS A STANDARD LENGTH OF DIP PIPE CENTERED AT THE
14. SANITARY SEWER LATERAL LOCATIONS MAY BE SUBJECT TO FIELD RELOCATION IF FIELD
CROSSING IS REQUIRED.
CONDITIONS REQUIRE SUCH CHANGES AND APPROVED BY INSPECTOR, THE CONTRACTOR MAY MAKE
FIELD ADJUSTMENTS TO LATERAL SERVICE BASED ON FIELD CONDITIONS IN ORDER TO MAXIMIZE OR
OBTAIN THE GRAVITY SERVICE TO ANY LOT. THE CONTRACTOR WILL BE RESPONSIBLE TO VERIFY
WITH ENGINEER THAT EACH HOME SITE CAN BE SERVED BY SUBJECT SEWER LATERAL.
15. ALL 4" PVC SEWER SERVICE LINE SHOULD HAVE NO LESS THAN 1' SLOPE PER 100' OF DISTANCE. ALL
6" PVC SEWER SERVICE LINE TO HAVE NO LEES THAN 6" SLOPE PER 100' OF DISTANCE.
16. ALL SANITARY SEWER FORCE MAINS MUST HAVE 12 GAUGE STRANDED COATED TRACER WIRE DUCT
TAPED TO TOP OF FORCE MAIN PIPE, TO INSURE PROPER LOCATION OF FORCE MAINS FOR FUTURE
REFERENCE.
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PROJECT NUMBER:
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160'
ORIGINAL DATE:
12/08/2016
SHEET:
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WATER SYSTEM NOTES
SEWER SYSTEM NOTES
1.
ALL WATER LINES, DISTRIBUTION SYSTEM AND APPURTENANCES SHALL COMPLY WITH
1. THESE NOTES ARE NOT INCLUSIVE OF ALL WATER & SEWER SPECIFICATIONS; PLEASE REFER TO
PROP. 8" C900 PVC
WATER MAIN
FRANKLIN COUNTY PUBLIC UTILITIES (FCPU) STANDARDS SPECIFICATIONS FOR WATER
FRANKLIN COUNTY PUBLIC UTILITIES STANDARD SPECIFICATIONS FOR WATER AND SEWER. ALL OF
EXIST. SANITARY SEWER LINE
AND SEWER.
THE FOLLOWING IS AT CONTRACTOR'S EXPENSE ALONG WITH ANY OTHER REQUIRED
QS
EXIST. FORCE MAIN
INFRASTRUCTURE AS DETERMINED BY FRANKLIN COUNTY PUBLIC UTILITIES (FCPU).
2.
ALL UTILITY PLANS SHALL BE APPROVED BY THE FRANKLIN COUNTY PUBLIC UTILITIES
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2. SANITARY SEWER MAINS AND WATER MAINS SHALL BE LAID AT LEAST 10' (TEN FEET) APART. IF SITE
PROP. SSMH#12
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3.
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COUNTY BOARD OF COMMISSIONERS PRIOR TO THE EXPIRATION DATE OF THE
(TYP.)
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PRELIMINARY PLAT. A TWENTY-FIVE PERCENT (25%) DEPOSIT OF THE REQUIRED
3. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR CONTACTING ALL APPROPRIATE PARTIES AND
PROP.VALVE
UTILITY ACREAGE FEE SHALL BE PAID IN THE FORM OF A CASH DEPOSIT WITHIN FIFTEEN
ASSURING THAT EXISTING UTILITIES ARE LOCATED PRIOR TO CONSTRUCTION.
PROP. SANITARY SEWER MANHOLE
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PROP. SANITARY SEWER ESMT.
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4. THE CONTRACTOR SHALL SUBMIT AS -BUILT DRAWINGS OF THE WATER AND SANITARY SEWER
4.
MATERIALS -
IMPROVEMENTS SPECIFIED IN THESE PLANS UPON COMPLETION OF THE RESPECTIVE PHASES OF
WATER LINES: POLYVINYLCHLORIDE (PVC), AWWA C900, CLASS 150, DR 18
WORK.
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112-
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DUCTILE IRON PIPE (DIP), CLASS 50
5. TREES ARE NOT TO BE PLANTED OVER WATER MAINS, SEWER MAINS OR WITHIN THEIR EASEMENTS.
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PROP. SSMH#1015'
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9. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL NECESSARY PERMITS AND APPROVALS
RCP.'
CONSTRUCTION.
HAVE BEEN OBTAINED PRIOR TO CONSTRUCTION.
6.
FRANKLIN COUNTY PUBLIC UTILITIES (919/494-5415) SHALL BE NOTIFIED 48 HOURS IN
10. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR LOCATION AND PROTECTION OF EXISTING
•
ADVANCE OF THE COMMENCEMENT OF CONSTRUCTION, AND ALL UTILITY
ABOVE AND BELOW GROUND UTILITIES AND STRUCTURES. ANY AND ALL MAINS, LINES, OR
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INDIVIDUAL SERVICES DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED IMMEDIATELY AT NO
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7.
MINIMUM BURY DEPTH IS 4 FEET. WATER LINES CROSSING UNDER STORM DRAINS
SHALL BE DIP.
11. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT ALL LOCAL, STATE AND FEDERAL
CONSTRUCTION SAFETY REGULATIONS ARE FOLLOWED DURING THE CONSTRUCTION ACTIVITIES
8.
TRACER WIRE AND DETECTOR TAPE SHALL BE USED WHEN INSTALLING C-900, TRACER
ASSOCIATED WITH THIS PROJECT.
TAP ONLY WHEN INSTALLING DIP.
12. MATERIAL AND WORKMANSHIP REQUIREMENTS TO BE IN ACCORDANCE WITH FRANKLIN COUNTY
9.
ALL FIRE HYDRANT LEGS SHALL BE DIP 6" MINIMUM.
POLICIES, PROCEDURES, STANDARDS, AND SPECIFICATIONS.
10.
FIRE HYDRANT CAPS AND BONNETS SHALL BE PAINTED WHITE: RUST-OLEUM/OIL BASED
13. DUCTILE IRON INTERIOR COATED PIPE (H2S INDUCED CORROSION RESISTANT) IS REQUIRED FOR
- 7790 FLAT WHITE.
SEWER LINES IF THE FOLLOWING CLEARANCES ARE NOT MET. A MINIMUM OF 18" VERTICAL
SEPARATION BETWEEN WATER AND SEWER MAIN (S), A 10' HORIZONTAL SEPARATION FOR WATER
11.CONCRETE
BLOCKS REQUIRED UNDER ALL GATE VALVES WHEN USING C-900 TAPPING
LINES RUNNING PARALLEL WITH SEWER LINES, AND 10' HORIZONTAL SEPARATION BETWEEN SEWER
SADDLES REQUIRED FOR ALL TAPS ON C-900 WATER LINE.
FORCE MAIN (S) AND 18" VERTICAL SEPARATION BETWEEN POTABLE WATER.
12.
AT ALL WATER MAIN CROSSINGS A STANDARD LENGTH OF DIP PIPE CENTERED AT THE
14. SANITARY SEWER LATERAL LOCATIONS MAY BE SUBJECT TO FIELD RELOCATION IF FIELD
CROSSING IS REQUIRED.
CONDITIONS REQUIRE SUCH CHANGES AND APPROVED BY INSPECTOR, THE CONTRACTOR MAY MAKE
FIELD ADJUSTMENTS TO LATERAL SERVICE BASED ON FIELD CONDITIONS IN ORDER TO MAXIMIZE OR
OBTAIN THE GRAVITY SERVICE TO ANY LOT. THE CONTRACTOR WILL BE RESPONSIBLE TO VERIFY
WITH ENGINEER THAT EACH HOME SITE CAN BE SERVED BY SUBJECT SEWER LATERAL.
15. ALL 4" PVC SEWER SERVICE LINE SHOULD HAVE NO LESS THAN 1' SLOPE PER 1 00'OF DISTANCE. ALL
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6" PVC SEWER SERVICE LINE TO HAVE NO LEES THAN 6" SLOPE PER 100' OF DISTANCE.
16. ALL SANITARY SEWER FORCE MAINS MUST HAVE 12 GAUGE STRANDED COATED TRACER WIRE DUCT
CB#A20
15
TAPED TO TOP OF FORCE MAIN PIPE, TO INSURE PROPER LOCATION OF FORCE MAINS FOR FUTURE
REFERENCE.
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PROJECT MANAGER.
SM
DESIGNED BY:
SLH
DRAWN BY:
RDD
PROJECT NUMBER:
DU16.400
ORIGINAL DATE:
12/08/2016
SHEET:
WS1.4

WATER SYSTEM NOTES
1. ALL WATER LINES, DISTRIBUTION SYSTEM AND APPURTENANCES SHALL COMPLY WITH
FRANKLIN COUNTY PUBLIC UTILITIES (FCPU) STANDARDS SPECIFICATIONS FOR WATER
AND SEWER.
2. ALL UTILITY PLANS SHALL BE APPROVED BY THE FRANKLIN COUNTY PUBLIC UTILITIES
DEPARTMENT PRIOR TO CONSTRUCTION.
3. THE ALLOCATION OF WATER AND SEWER SHALL BE APPROVED BY THE FRANKLIN
COUNTY BOARD OF COMMISSIONERS PRIOR TO THE EXPIRATION DATE OF THE
PRELIMINARY PLAT. A TWENTY-FIVE PERCENT (25%) DEPOSIT OF THE REQUIRED
UTILITY ACREAGE FEE SHALL BE PAID IN THE FORM OF A CASH DEPOSIT WITHIN FIFTEEN
(15) DAYS OF BOARD OF COMMISSIONER ALLOCATION OF UTILITIES.
4. MATERIALS -
WATER LINES: POLYVINYLCHLORIDE (PVC), AWWA C900, CLASS 150, DR 18
OR
DUCTILE IRON PIPE (DIP), CLASS 50
GATE VALVES: RESILIENT SEATED WEDGE VALVES, AWWA C509, BY
CLOW VALVE CO.
FIRE HYDRANTS: DRY -BARREL TYPE, AWWA C502,51/4 -INCH MAIN VALVE, BY
CLOW VALVE CO.
METER SETTERS
& FITTINGS: BRASS BODIES, COMPRESSION TYPE BY FORD METER BOX CO.
SERVICE PIPING: 1" TYPE K SOFT COPPER WITH 3/4" X 3/4" Y
5. THE CONTRACTOR IS TOTALLY RESPONSIBLE FOR OBTAINING ALL LOCATIONS OF
EXISTING UNDERGROUND UTILITIES PRIOR TO COMMENCEMENT OF WATER UTILITY
CONSTRUCTION.
6. FRANKLIN COUNTY PUBLIC UTILITIES (919/494-5415) SHALL BE NOTIFIED 48 HOURS IN
ADVANCE OF THE COMMENCEMENT OF CONSTRUCTION, AND ALL UTILITY
CONSTRUCTION ACTIVITIES THEREAFTER.
7. MINIMUM BURY DEPTH IS 4 FEET. WATER LINES CROSSING UNDER STORM DRAINS
SHALL BE DIP.
8. TRACER WIRE AND DETECTOR TAPE SHALL BE USED WHEN INSTALLING C-900, TRACER
TAP ONLY WHEN INSTALLING DIP.
9. ALL FIRE HYDRANT LEGS SHALL BE DIP 6" MINIMUM.
10.FIRE HYDRANT CAPS AND BONNETS SHALL BE PAINTED WHITE: RUST-OLEUM/OIL BASED
- 7790 FLAT WHITE.
11. CONCRETE BLOCKS REQUIRED UNDER ALL GATE VALVES WHEN USING C-900 TAPPING
SADDLES REQUIRED FOR ALL TAPS ON C-900 WATER LINE.
12. AT ALL WATER MAIN CROSSINGS A STANDARD LENGTH OF DIP PIPE CENTERED AT THE
CROSSING IS REQUIRED.
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SEWER SYSTEM NOTES
1. THESE NOTES ARE NOT INCLUSIVE OF ALL WATER & SEWER SPECIFICATIONS; PLEASE REFER TO
FRANKLIN COUNTY PUBLIC UTILITIES STANDARD SPECIFICATIONS FOR WATER AND SEWER. ALL OF
THE FOLLOWING IS AT CONTRACTOR'S EXPENSE ALONG WITH ANY OTHER REQUIRED
INFRASTRUCTURE AS DETERMINED BY FRANKLIN COUNTY PUBLIC UTILITIES (FCPU).
2. SANITARY SEWER MAINS AND WATER MAINS SHALL BE LAID AT LEAST 10' (TEN FEET) APART. IF SITE
CONDITIONS PRECLUDE THIS HORIZONTAL SEPARATION, THEN THE WATER MAIN SHALL BE LAID IN A
SEPARATE TRENCH WITH AT LEAST 18" VERTICAL SEPARATION.
3. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR CONTACTING ALL APPROPRIATE PARTIES AND
ASSURING THAT EXISTING UTILITIES ARE LOCATED PRIOR TO CONSTRUCTION.
4. THE CONTRACTOR SHALL SUBMIT AS -BUILT DRAWINGS OF THE WATER AND SANITARY SEWER
IMPROVEMENTS SPECIFIED IN THESE PLANS UPON COMPLETION OF THE RESPECTIVE PHASES OF
WORK.
5. TREES ARE NOT TO BE PLANTED OVER WATER MAINS, SEWER MAINS OR WITHIN THEIR EASEMENTS.
6. NO PROPOSED OR FUTURE SIDEWALKS SHALL BE INSTALLED OVER ANY WATER MAIN WITHIN THE
PROJECT UNLESS APPROVED BY FCPU. WATER METERS AND SEWER SERVICE CONNECTIONS SHALL
BE LOCATED OUTSIDE OF ANY SIDEWALK.
7. THE CONTRACTOR IS PROVIDE MINIMUM OF 48 HOUR NOTICE TO OWNER OR REPRESENTATIVE PRIOR
TO INTERRUPTION OF ANY EXISTING UTILITY.
8. THE CONTRACTOR IS RESPONSIBLE FOR REPAIR AND/OR REPLACEMENT OF ANY UTILITIES DAMAGED
DURING CONSTRUCTION.
9. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL NECESSARY PERMITS AND APPROVALS
HAVE BEEN OBTAINED PRIOR TO CONSTRUCTION.
10. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR LOCATION AND PROTECTION OF EXISTING
ABOVE AND BELOW GROUND UTILITIES AND STRUCTURES. ANY AND ALL MAINS, LINES, OR
INDIVIDUAL SERVICES DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED IMMEDIATELY AT NO
ADDITIONAL EXPENSE TO THE OWNER.
11. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT ALL LOCAL, STATE AND FEDERAL
CONSTRUCTION SAFETY REGULATIONS ARE FOLLOWED DURING THE CONSTRUCTION ACTIVITIES
ASSOCIATED WITH THIS PROJECT.
12. MATERIAL AND WORKMANSHIP REQUIREMENTS TO BE IN ACCORDANCE WITH FRANKLIN COUNTY
POLICIES, PROCEDURES, STANDARDS, AND SPECIFICATIONS.
13. DUCTILE IRON INTERIOR COATED PIPE (H2S INDUCED CORROSION RESISTANT) IS REQUIRED FOR
SEWER LINES IF THE FOLLOWING CLEARANCES ARE NOT MET. A MINIMUM OF 18" VERTICAL
SEPARATION BETWEEN WATER AND SEWER MAIN (S), A 10' HORIZONTAL SEPARATION FOR WATER
LINES RUNNING PARALLEL WITH SEWER LINES, AND 10' HORIZONTAL SEPARATION BETWEEN SEWER
FORCE MAIN (S) AND 18" VERTICAL SEPARATION BETWEEN POTABLE WATER.
14. SANITARY SEWER LATERAL LOCATIONS MAY BE SUBJECT TO FIELD RELOCATION IF FIELD
CONDITIONS REQUIRE SUCH CHANGES AND APPROVED BY INSPECTOR, THE CONTRACTOR MAY MAKE
FIELD ADJUSTMENTS TO LATERAL SERVICE BASED ON FIELD CONDITIONS IN ORDER TO MAXIMIZE OR
OBTAIN THE GRAVITY SERVICE TO ANY LOT. THE CONTRACTOR WILL BE RESPONSIBLE TO VERIFY
WITH ENGINEER THAT EACH HOME SITE CAN BE SERVED BY SUBJECT SEWER LATERAL.
15. ALL 4" PVC SEWER SERVICE LINE SHOULD HAVE NO LESS THAN 1' SLOPE PER 100' OF DISTANCE. ALL
6" PVC SEWER SERVICE LINE TO HAVE NO LEES THAN 6" SLOPE PER 100' OF DISTANCE.
16. ALL SANITARY SEWER FORCE MAINS MUST HAVE 12 GAUGE STRANDED COATED TRACER WIRE DUCT
TAPED TO TOP OF FORCE MAIN PIPE, TO INSURE PROPER LOCATION OF FORCE MAINS FOR FUTURE
REFERENCE.
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LEGEND
EXIST. WATER LINE
EXIST. FIRE HYDRANT
EXIST. WATER VALVE
EXIST. SANITARY SEWER LINE
EXIST. SANITARY SEWER MANHOLE
EXIST. FORCE MAIN
EXIST. STORM DRAINAGE
PROP. SANITARY SEWER LINE
PROP. FORCE MAIN
PROP. WATER MAIN
PROP.HYDRANT
PROP.VALVE
PROP. SANITARY SEWER MANHOLE
PROP. SANITARY SEWER ESMT
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PROP. STORM DRAINAGE EASEMENT (SDE)
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EXIST. SANITARY SEWER MANHOLE
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PROP. SANITARY SEWER LINE
PROP. FORCE MAIN
PROP. WATER MAIN
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GRAPHIC SCALE PROJECT MANAGER: SM
DESIGNED BY: SLH
40' 0 20' 40' 80' 160'
DRAWN BY: RDD
PROJECT NUMBER: DU16.400
( IN FEET) ORIGINAL DATE: 12/08/2016
1 inch = 40 ft.
SHEET:
WS 1.5

WATER SYSTEM NOTES
1. ALL WATER LINES, DISTRIBUTION SYSTEM AND APPURTENANCES SHALL COMPLY WITH
FRANKLIN COUNTY PUBLIC UTILITIES (FCPU) STANDARDS SPECIFICATIONS FOR WATER
AND SEWER.
2. ALL UTILITY PLANS SHALL BE APPROVED BY THE FRANKLIN COUNTY PUBLIC UTILITIES
DEPARTMENT PRIOR TO CONSTRUCTION.
3. THE ALLOCATION OF WATER AND SEWER SHALL BE APPROVED BY THE FRANKLIN
COUNTY BOARD OF COMMISSIONERS PRIOR TO THE EXPIRATION DATE OF THE
PRELIMINARY PLAT. A TWENTY-FIVE PERCENT (25%) DEPOSIT OF THE REQUIRED
UTILITY ACREAGE FEE SHALL BE PAID IN THE FORM OF A CASH DEPOSIT WITHIN FIFTEEN
(15) DAYS OF BOARD OF COMMISSIONER ALLOCATION OF UTILITIES.
4. MATERIALS -
WATER LINES: POLYVINYLCHLORIDE (PVC), AWWA C900, CLASS 150, DR 18
OR
DUCTILE IRON PIPE (DIP), CLASS 50
GATE VALVES: RESILIENT SEATED WEDGE VALVES, AWWA C509, BY
CLOW VALVE CO.
FIRE HYDRANTS: DRY -BARREL TYPE, AWWA C502,51/4 -INCH MAIN VALVE, BY
CLOW VALVE CO.
METER SETTERS
& FITTINGS: BRASS BODIES, COMPRESSION TYPE BY FORD METER BOX CO.
SERVICE PIPING: 1" TYPE K SOFT COPPER WITH 3/4" X 3/4" Y
5. THE CONTRACTOR IS TOTALLY RESPONSIBLE FOR OBTAINING ALL LOCATIONS OF
EXISTING UNDERGROUND UTILITIES PRIOR TO COMMENCEMENT OF WATER UTILITY
CONSTRUCTION.
6. FRANKLIN COUNTY PUBLIC UTILITIES (919/494-5415) SHALL BE NOTIFIED 48 HOURS IN
ADVANCE OF THE COMMENCEMENT OF CONSTRUCTION, AND ALL UTILITY
CONSTRUCTION ACTIVITIES THEREAFTER.
7. MINIMUM BURY DEPTH IS 4 FEET. WATER LINES CROSSING UNDER STORM DRAINS
SHALL BE DIP.
8. TRACER WIRE AND DETECTOR TAPE SHALL BE USED WHEN INSTALLING C-900, TRACER
TAP ONLY WHEN INSTALLING DIP.
9. ALL FIRE HYDRANT LEGS SHALL BE DIP 6" MINIMUM.
10.FIRE HYDRANT CAPS AND BONNETS SHALL BE PAINTED WHITE: RUST-OLEUM/OIL BASED
- 7790 FLAT WHITE.
11.CONCRETE BLOCKS REQUIRED UNDER ALL GATE VALVES WHEN USING C-900 TAPPING
SADDLES REQUIRED FOR ALL TAPS ON C-900 WATER LINE.
12. AT ALL WATER MAIN CROSSINGS A STANDARD LENGTH OF DIP PIPE CENTERED AT THE
CROSSING IS REQUIRED.
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PROP. SANITARY SEWER LINE
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PROJECT NUMBER:
DU16.400
ORIGINAL DATE:
12/08/2016
SHEET:
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RODNEY C. AKERS
D.B. 2003, PG. 516
LOT 1 B.M. 20051 PG. 21
PRE 2, SLIDE 96
PIN 1864-57-3923
EXIST. UTILITY POLE
PROP. 12" PVC C900 WM
489 LF FROM CONNECTION
TO HYDRANT
EXIST.
UTILITY POLE
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SR 1116
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PROP. 12" PVC C900 WM
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REVISIONS
SVM. DESCRIPTION DATE BY
UNDISTURBED SOIL
WATER MAIN TRENCH DETAILS
TYPE 3 LAYING CONDITION5
NOTES! 0T.S.
1.. LAYING CONDITIONS AS PER AWWA C600 AND
0605 STANDARDS.
2. BEDDING MATERIAL SHALL BE 4" MINIMUM
THICKNESS, LOOSE SOI. (QEFINED AS NATIVE
SOIL EXCAVATED FROM THE TRENCH), FREE
FROM ROCKS AND SHALL PROVIDE UNIFORM
SUPPORT FOR THE FULL LENGTH OF PIPE.
COMPACT TO 957. MAXIMUM DENSITY.
3. INITIAL BACKFILL SHALL BE LIGHTLY
CONSOLIDATED IN MAXIMUM 6' LOOSE LIFTS,
COMPACTED TO 95% OF MAXIMUM DENSITY.
A: UNDER AREAS TO BE SEEDED OR SODDED,
COMPACT SUCCEEDING LAYERS OF FINAL
BACKFILL IN 12' LOOSE LIFTS TO 852
MAXIMUM DENSITY,
B: UNDER STRUCTURES, PAVEMENTS AND ROAD
SHOULDERS, COMPACT SUCCEEDING LAYERS OF
FINAL BACKFILL IN 6' LOOSE LIFTS TO 95%
MAXIMUM DENSITY EXCEPT COMPACT TOP 12'
OF SUBGRADE TO 982 MAXIMUM DENSITY,
4, PROVIDE 110 SOLID COPPER WIRE IN SUFFICIENT FRANKLIN COUNTY PUBLIC UTILITIES
LENGTH TO BE SPIRAL WRAPPED AROUND EACH
SEPARATE RUN OF ALL BURIED PVC PIPING. AT DRAWING #
VALVE BOXES, BRING WIRE TO WITHIN 6 IN. OF
TDP OF BOX AND INSERT INTO BOX THROUGH
DRILLED HOLE. NOT REQUIRED FOR DUCTILE STANDARD WATER MAIN
IRON PIPE, W-1 TRENCH DETAIL
5. INSTALL 3' WIDE DETECTOR TAPE AT 18" DEPTH,
TAPE SHALL HAVE MIDDLE FOIL LAYER,
REVISIONS
SYM, DESCRIPTION DATE BY
o
5-3/4'
3
d
(4
1 1/2" OR
I-
5-3/4-
7.0'
9.0"
a
BOTTOM SECTION
NOTES TOP SECTION
L VALVE BOX SHALL HAVE RAISED LETTERS
"WATER- CAST INTO COVER.
COMPLETE BOX
DIMENSIONS IN INCHES
LENGTH
IDN dUI IUM
3' WIDE DETECTOR
15
TAPE - IS' BURY
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22 1/2' BEND
WATER MAIN TRENCH DETAILS
TYPE 3 LAYING CONDITION5
NOTES! 0T.S.
1.. LAYING CONDITIONS AS PER AWWA C600 AND
0605 STANDARDS.
2. BEDDING MATERIAL SHALL BE 4" MINIMUM
THICKNESS, LOOSE SOI. (QEFINED AS NATIVE
SOIL EXCAVATED FROM THE TRENCH), FREE
FROM ROCKS AND SHALL PROVIDE UNIFORM
SUPPORT FOR THE FULL LENGTH OF PIPE.
COMPACT TO 957. MAXIMUM DENSITY.
3. INITIAL BACKFILL SHALL BE LIGHTLY
CONSOLIDATED IN MAXIMUM 6' LOOSE LIFTS,
COMPACTED TO 95% OF MAXIMUM DENSITY.
A: UNDER AREAS TO BE SEEDED OR SODDED,
COMPACT SUCCEEDING LAYERS OF FINAL
BACKFILL IN 12' LOOSE LIFTS TO 852
MAXIMUM DENSITY,
B: UNDER STRUCTURES, PAVEMENTS AND ROAD
SHOULDERS, COMPACT SUCCEEDING LAYERS OF
FINAL BACKFILL IN 6' LOOSE LIFTS TO 95%
MAXIMUM DENSITY EXCEPT COMPACT TOP 12'
OF SUBGRADE TO 982 MAXIMUM DENSITY,
4, PROVIDE 110 SOLID COPPER WIRE IN SUFFICIENT FRANKLIN COUNTY PUBLIC UTILITIES
LENGTH TO BE SPIRAL WRAPPED AROUND EACH
SEPARATE RUN OF ALL BURIED PVC PIPING. AT DRAWING #
VALVE BOXES, BRING WIRE TO WITHIN 6 IN. OF
TDP OF BOX AND INSERT INTO BOX THROUGH
DRILLED HOLE. NOT REQUIRED FOR DUCTILE STANDARD WATER MAIN
IRON PIPE, W-1 TRENCH DETAIL
5. INSTALL 3' WIDE DETECTOR TAPE AT 18" DEPTH,
TAPE SHALL HAVE MIDDLE FOIL LAYER,
REVISIONS
SYM, DESCRIPTION DATE BY
o
5-3/4'
3
d
(4
1 1/2" OR
I-
5-3/4-
7.0'
9.0"
a
BOTTOM SECTION
NOTES TOP SECTION
L VALVE BOX SHALL HAVE RAISED LETTERS
"WATER- CAST INTO COVER.
COMPLETE BOX
DIMENSIONS IN INCHES
LENGTH
IDN dUI IUM
10
15
10
24
16
24
16
36
26
36
26
48
26
60
2. VALVE BOX ACCOMMODATES 4" THRU 12' VALVES
1 VALVE BOX SHALL HAVE 11^ HOLE DRILLED IN TOP
SECTION THRU WHICH A;' X [ANIZEO FRANKLIN COUNTY PUBLIC UTILITIES
BOLT SHALL BE USED TO SECUREE A A 1212GA THHN
TRACER WIRE FOR NON-FERROUS PIPE. A J" DRAWING #
WASHER SHALL BE USED BETWEEN NUT AND
INSIDE OF BOX.. TIGHTEN HAND TIGHT. ,�L,
4. SCREW TYPE VALVE BOXES ARE REQUIRED. SCREW-TYPE
5, DIMENSIONS SHOWN ARE FOR INFORMATION ONLY W-5 VALVE BOX
AND VARY BASED UPON THE MANUFACTURER.
REV ISIOINS
Sy4d DESC18 DATE BY
r= CAIAL00 Id's.
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SADDLE PYLE AS
(VARIES)
METER BOX TO BE
PLACED ON DOT
R/W LINE (VARIES)
EXISTING ROADWAY
(VARIES}
BALL TYPE
ANGLE VALVE
DETER BOX
OCTAL *-l6)
J1GE ETER BOX
A PER ETER T
MZENT
ASSE APPROVED
DUAL CHECK VALVE
BACKFLDIV PREVENTION
`\ (TYPE K SOFT
COPPER, WATER
SERVICE PIPE
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COMPRESSION FITTING CRIMP END OF 16` LG,
NO ADAPTER ALLO*EO (COPPER TAIL PIPE.
COi,�RE551DN FITTIM6i
MIQ ADAPTER ALlOiVED 6" CdVp,I,CTEp FORD COPPERSETTER
j BALL TTPE DASHED STONE (SEE SCHEDULE)
"-E GORPORAYIQN STOP,
I CTS COMPRESSIOMI
-DOUBLE STRAP BRASS SW DUE
4` OR 1A TYPIGESI
L RE}ENTIAL SERV7E:E_CE3AINECTjQW
0SF
NOTESt
I. DOUBLE STRAP BRASS SADDLE
REGUIIED FOR PYC PPE.
2, DUCTAE IRON PIPE IAAY IE DIRECT
TAPPED,
3. ALL FITTINGS CTS COIAPRESSION TYPE.
4 DETERS SHALL BE 3/4'IT• AVC0.
NEPTUNE OR APPROVED EQUAL,
REGISTRATION IN u5 GALLONS,
FRANKLIN COUNTY PUBLIC UTILITIES
DRAWING #
314" OR i' TYPICAL RESIDENTIAL
W 13 SERVICE CONNECTION
REVISIONS
SYM, I DESCRIPTION DATE BY
,#10 SDLP COPPER TRACING WIRE
(PVC PIPE ONLY)
NOTES:
1,)INSTALL MARKER POSTS ON EDGE OF THE
DOT R/W LINE.
2,)PROVIDE MARKER POSTS AT ALL LINE VALVES.
3.) ABBREVIATIONS STAMPED ON POST AS FOLLOWS:
MV - MAIN VALVE BD -BLOW OFF VALVE
1B°x is .6, THICK
CONCRETE PAD I/2'
CAST IN PLACE r
CAST IRON VALVE BOX
(SEE DETAIL W -5j
2' SQUARE
OPERATOR NUT
MECHANICAL JOINT
GATE VALVE
NOTE ^7
ALL CATE VALVES SHALL
BE
PLACED ON k 4 INCH
CONCRETE BLOCK.
NOTES:
1, PLACE GATE VALVES ON 4' CONCRETE BLOCK,
2. WHERE PVC PIPE IS BEING INSTALLED. 6 IN. OF
COMPACTED J5'7 STONE MAY BE USED IN LIEU
OF THE 4" CONCRETE BLOCK
BATE VALVE ASSEMBLY
N.T.S.
NUIt:
I. BRING 110 $01,11) COPPER WIRE TO WITHIN
6" OF TOP OF BOX AND INSERT INTO BOX
THROUGH DRILLED HOLE.
FRANKLIN COUNTY PUBLIC UTILITIES
DRAWING #
GATE
W-2 VALVE ASSEMBLY
REVISIONS
SYM, DESCRIPTION DATE BY
A
A/2 A/2
UNDISTURBED
EARTH
! A/2 MIN.
A/J
A/
f ELEVATION}
UNDISTURBED /
PLAN EARTH
A
A/2 A/2
UNDISTURBE
EARTH D
A/2
U NDISTUR BED I/ EL E VA TI DN
EARTH
PLAN
NOTES:
1. THRUST BLOCKS SHALL BE CONSTRUCTED OF 2500 P.S.I. CONCRETE
2. INSTALL TAR PAPER AROUND BEND OR FITTING TO PREVENT BONDING OF CONCRETE.
3. PRESSURE TEST AT 200 P.S.I.
6' DUCTILE
IRON PIPE
PLATE L
5 1/2"
ARROW POINTED TO
I
BEND FITTING
TO NEAREST
VALVE TO NEAREST
_5
1 /2' �•
FOOT
1, ALL PIPE J0114TS SHALL BE MECHANICAL. MEGA -LUG RESTRAINTS
BRASS MARKER
PL'A'TE
2^ BRASS MARKER
t
6
PLATE W/ANCHOR
m
20
24
13/4"
1.4
CHAMFER
G
6:0
AT EACH CORNER
GI
EXISTING
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1.5
GROUND
4.5
Il
5,9
22 1/2' BEND
2-N0. 3
1.1
1,5 1.8 2.2 2.9
REINFORCEMENT
V-
BARS
11 1/4' BEND
-
2 CUBIC FEET
1.0 1.3 1.5 2-0
2.3
CONCRETE MINIMUM
VALVE
MARKER POST
DETAIL
1,7
2.3 2.9 3.4 4.5
N.T.S.
1B°x is .6, THICK
CONCRETE PAD I/2'
CAST IN PLACE r
CAST IRON VALVE BOX
(SEE DETAIL W -5j
2' SQUARE
OPERATOR NUT
MECHANICAL JOINT
GATE VALVE
NOTE ^7
ALL CATE VALVES SHALL
BE
PLACED ON k 4 INCH
CONCRETE BLOCK.
NOTES:
1, PLACE GATE VALVES ON 4' CONCRETE BLOCK,
2. WHERE PVC PIPE IS BEING INSTALLED. 6 IN. OF
COMPACTED J5'7 STONE MAY BE USED IN LIEU
OF THE 4" CONCRETE BLOCK
BATE VALVE ASSEMBLY
N.T.S.
NUIt:
I. BRING 110 $01,11) COPPER WIRE TO WITHIN
6" OF TOP OF BOX AND INSERT INTO BOX
THROUGH DRILLED HOLE.
FRANKLIN COUNTY PUBLIC UTILITIES
DRAWING #
GATE
W-2 VALVE ASSEMBLY
REVISIONS
SYM, DESCRIPTION DATE BY
A
A/2 A/2
UNDISTURBED
EARTH
! A/2 MIN.
A/J
A/
f ELEVATION}
UNDISTURBED /
PLAN EARTH
A
A/2 A/2
UNDISTURBE
EARTH D
A/2
U NDISTUR BED I/ EL E VA TI DN
EARTH
PLAN
NOTES:
1. THRUST BLOCKS SHALL BE CONSTRUCTED OF 2500 P.S.I. CONCRETE
2. INSTALL TAR PAPER AROUND BEND OR FITTING TO PREVENT BONDING OF CONCRETE.
3. PRESSURE TEST AT 200 P.S.I.
CONCRETE THRUST BLOCK DETAIL. FOR
PRESSURE MAIN HORIZONTAL BENDS AND TEES
REVIS
FF -TM
FRANKLIN COUNTY PUBLIC UTILITIES
DRAWING #
CONCRETE
W-6 THRUST BLOCKING
E DRAIMPAGE_ _
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FRANKLIN COUNTY PUBLIC UTILITIES
RAWING #_
BORE AND JACK
W-25 DETAILS
REVISIONS
STEAMER NOZZLE
TO FACE STREET
18' MIN. GATE VALVE
24 MAX. AND VALVE
w
a
1/3 C.Y. NO. 57 3/4' THREADED ROD
WASHED STONE (2 REQUIRED) 3/4" THREADED ROD
AROUND WEEP HOLE (2 REQUIRED)
6° DUCTILE WATER MAIN
IRON PIPE
6' M J.XFLANGEDI LENGTH TO BE DETERMINED
90' BEND IN THE FIELD
/CONCRETE
6' DUCTILE
IRON PIPE
THRUST BLOCK
DIMENSION A (FEET)
JOINT TEE
FIRE HYDRANT AND
BEND FITTING
0
N -T..;.
PIPE SIZE (NOM. DIA. IN INCHES)
NUMBER OF
RODS REOUIR€D
1, ALL PIPE J0114TS SHALL BE MECHANICAL. MEGA -LUG RESTRAINTS
N
J
t
6
8. 1D 12 1 16
18
20
24
90' BEND
1.4
2,0
2.7 3.4 4,0 5.4
6:0
5,7
8.0
45" BEND
I'D
1.5
2.1) 2.5 3.0 4.0
4.5
5A
5,9
22 1/2' BEND
1).8
1.1
1,5 1.8 2.2 2.9
3.2
3.6
4,3
11 1/4' BEND
0-5
0.8
1.0 1.3 1.5 2-0
2.3
2.5
3,D
TEE BRANCH/DEAD END
1,2
1,7
2.3 2.9 3.4 4.5
5.1
57
6.B
CONCRETE THRUST BLOCK DETAIL. FOR
PRESSURE MAIN HORIZONTAL BENDS AND TEES
REVIS
FF -TM
FRANKLIN COUNTY PUBLIC UTILITIES
DRAWING #
CONCRETE
W-6 THRUST BLOCKING
E DRAIMPAGE_ _
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FRANKLIN COUNTY PUBLIC UTILITIES
RAWING #_
BORE AND JACK
W-25 DETAILS
REVISIONS
STEAMER NOZZLE
TO FACE STREET
18' MIN. GATE VALVE
24 MAX. AND VALVE
w
a
1/3 C.Y. NO. 57 3/4' THREADED ROD
WASHED STONE (2 REQUIRED) 3/4" THREADED ROD
AROUND WEEP HOLE (2 REQUIRED)
6° DUCTILE WATER MAIN
IRON PIPE
6' M J.XFLANGEDI LENGTH TO BE DETERMINED
90' BEND IN THE FIELD
/CONCRETE
6' DUCTILE
IRON PIPE
THRUST BLOCK
MECHANICAL
JOINT TEE
FIRE HYDRANT AND
VALVE DETAIL
0
N -T..;.
NOTES
NUMBER OF
RODS REOUIR€D
1, ALL PIPE J0114TS SHALL BE MECHANICAL. MEGA -LUG RESTRAINTS
N
MAY BE USED IN PLACE OF RODS.
N00,
2. PLACE HYDRANTS ,AT PROPERTY CORNERS AS DIRECTED BY
SOLID W" PLACED
FRANKLIN COUNTY.
C.1
3. ALL HYDRANTS SHALL RECEIVE 2 SHOP COATS AND 1 FIELD COAT
ON SOH.
OF OSHA SAFETY COLOR RED AS DESCRIBED IN AWWA C502,
-
ALL NOZZLE CAPS AND BONNEIT SHALL BE PAINTED WHITE. PAINT
ER VALVE
UNDER VALVEE BOx
SHALL BE HIGH -GLOSS ENAMEL.
C'G h~-
4, FIRE HYDRANTS SHALL BE CLOW -MEDALLION".
W
5. APPLY 2 - COATS OF SITUMASTIG MATERIAL TO RODS OR
un U Z
PROMDE GALVANIZED RODS.
OPE
2' OPERATING NUT
FRANKLIN
COUNTY PUBLIC UTILITIES
DRAWING #
TAPPED 2- NPT( 4' CONCRETE BLOCK.
STANDARD FIRE HYDRANT
W-4
INSTALLATION DETAIL
REVISIONS
l TFItUST
MAINTAIN ROQDIW. (TY
FOR ONE FULL JOINT
F1 SEND. MTH �I�iJ SIDE OF
3/4• THREN
CONCRETE THRUST BLOCK STEEL 8005
?LATE STEEL AT ALL 46' DEGREE BENDS
WTES
1, ONCE INSTALLED AND TIGHT, THE STEEL RODS AND
BOLTS SHALL BE COATED WITH 2 COATS OF BITUMI.NCvS
BASE PAINT.
2, CONCRETE SHALL NOT ONTACT BOLTS OR ENDS OF
MEOrT WAL JOINT BENDS,
REVISIONS
DESCRIPTION DATE BY
0
N
d
4" MIN.
REVISIONS
SYN. DESCRIPTION DATE BY
SEWER
5-3/4"
-1/4"
1/4- 7-5/16"
I I �
1}j" OR 2'
I 7'
I I
I 9^
in
7-5/6"
7
� -41
�
7-3/Q"
6_3/8.
COMPLETE BOX
HESP7I DIMENSIONS IN INC
T-O-1
f4"
LENGTH
M N
BOTTOM SECTION
6-1
NOTES7_1/8"
IUF' [SUI IVM
10 15
10 24
16 24
16 36
26 36
26 48
26 60
'
TOP SECTION
1. VALVE BOX SHALL HAVE RAISED LETTERS "SEWER" CAST INTO COVER.
2, VALVE BOX ACCOMMODATES 4" THRU 12" VALVES.
3. VALVE BOX SHALL HAVE J" HOLE DRILLED IN TOP SECTION THRU WHICH
A ar' X 12' GALVANIZED BOLT SHALL BE USED TO SECURE A 12GA.
THHN TRACER WIRE FOR NON-FERROUS PIPE. A'" WASHER SHALL
BE USED BETWEEN NUT AND
INSIDE OF BOX,
TIGHTEN HAND TIGHT. FRANKLIN COUNTY PUBLIC UTILITIES
4, SCREW TYPE VALVE BOXES
ARE REQUIRED. DRAWINC3 #
5, DIMENSIONS SHOWN MAY SCREW-TYPE
VARY DEPENDING UPON
THE MANUFACTURER. $-2 VALVE BOX
3° ISN°
1$'x18 x6 iHK.
CAST CAST IN PLACE
V LYE(
CAST IRON
IYALVE 00'
B�CUII
2' WAS$ 4PPLE
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2' BRASS COUPLING
NUMBER OF
IN P041NIOS
NUMBER OF
RODS REOUIR€D
N
TOP SECTION
1. VALVE BOX SHALL HAVE RAISED LETTERS "SEWER" CAST INTO COVER.
2, VALVE BOX ACCOMMODATES 4" THRU 12" VALVES.
3. VALVE BOX SHALL HAVE J" HOLE DRILLED IN TOP SECTION THRU WHICH
A ar' X 12' GALVANIZED BOLT SHALL BE USED TO SECURE A 12GA.
THHN TRACER WIRE FOR NON-FERROUS PIPE. A'" WASHER SHALL
BE USED BETWEEN NUT AND
INSIDE OF BOX,
TIGHTEN HAND TIGHT. FRANKLIN COUNTY PUBLIC UTILITIES
4, SCREW TYPE VALVE BOXES
ARE REQUIRED. DRAWINC3 #
5, DIMENSIONS SHOWN MAY SCREW-TYPE
VARY DEPENDING UPON
THE MANUFACTURER. $-2 VALVE BOX
3° ISN°
1$'x18 x6 iHK.
CAST CAST IN PLACE
V LYE(
CAST IRON
IYALVE 00'
B�CUII
2' WAS$ 4PPLE
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NUMBER OF
IN P041NIOS
NUMBER OF
RODS REOUIR€D
N
(AS NEEDED)
N00,
ti
SOLID W" PLACED
C.1
4,378
ON SOH.
-
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ER VALVE
UNDER VALVEE BOx
'O N U
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NUMBER OF
IN P041NIOS
NUMBER OF
RODS REOUIR€D
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FRANKLIN COUNTY PUBLIC UTILITIES
W-8
MIN. EXCAVATED
TRENCH WIDTH
PIPE WIDTH + 12"
PIPE WIDTH
PIPE
VERTICAL
BENDS
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NOTE:
BEDDING AND
J� BACKFILL SHALL BE
#57 OR J67 STONE.
4
BEDDING
SANITARY SEWER MAIN TRENCH DETAIL
N.T.S,
NOTES:
1. BEDDING WITH STONE TO SPRING LINE FOR DEPTHS DP
TO 12'. BACKFILL WITH STONE TO TOP OF PIPE FOR
DEPTHS GREATER THAN 12'.
2, UNDER AREAS TO BE SEEDED OR 'SODDED, COMPACT
SUCCEEDING LAYERS OF FINAL BACKFILL IN 12" LOOSE
LIFTS TO 95% MAXIMUM DENSITY.
3, UNDER STRUCTURES, PAVEMENTS, AND ROAD SHOULDERS,
COMPACT SUCCEEDING LAYERS OF FINAL BACKFILL IN 6"
LOOSE LIFTS TO 95% MAXIMUM DENSITY EXCEPT COMPACT
TOP 12" OF SUBGRADE TO 95 % MAXIMUM DENSITY
FRANKLIN COUNTY PUBLIC UTILITIES
DRAWING #
SANITARY SEWER MAIN
S-1 TRENCH DETAIL
FRANKLIN COUNTY PUBLIC UTILITIES
DRAWING #
2' BLOWOFF ASSEMBLY
W=14
(PERMANENT)
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PROJECT INFORMATION
PROJECT MANAGER: SM
DESIGNED BY: SLH
DRAWN BY: RDD
PROJECT NUMBER: DU16.400
ORIGINAL DATE: 12/08/2016
SHEET:
I I
STATIC THRLIST
SIZE OF 45- BEND
NUMBER OF
IN P041NIOS
NUMBER OF
RODS REOUIR€D
'
I
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6'
4,378
2
NATE"
2' 90" BRASS BEND
Er.
12'
7,694
17,312
2
2
f ALL GATE VALVES SHALL
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THRUST BLOCKING -
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30,779
4
TAPPED 2- NPT( 4' CONCRETE BLOCK.
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46.091
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24'
69,252
B
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BLQWOFF ASSEIMIBLY AT
END OF *ATER MAIN
�
FRANKLIN COUNTY PUBLIC UTILITIES
W-8
MIN. EXCAVATED
TRENCH WIDTH
PIPE WIDTH + 12"
PIPE WIDTH
PIPE
VERTICAL
BENDS
J
J
L,.
x
NOTE:
BEDDING AND
J� BACKFILL SHALL BE
#57 OR J67 STONE.
4
BEDDING
SANITARY SEWER MAIN TRENCH DETAIL
N.T.S,
NOTES:
1. BEDDING WITH STONE TO SPRING LINE FOR DEPTHS DP
TO 12'. BACKFILL WITH STONE TO TOP OF PIPE FOR
DEPTHS GREATER THAN 12'.
2, UNDER AREAS TO BE SEEDED OR 'SODDED, COMPACT
SUCCEEDING LAYERS OF FINAL BACKFILL IN 12" LOOSE
LIFTS TO 95% MAXIMUM DENSITY.
3, UNDER STRUCTURES, PAVEMENTS, AND ROAD SHOULDERS,
COMPACT SUCCEEDING LAYERS OF FINAL BACKFILL IN 6"
LOOSE LIFTS TO 95% MAXIMUM DENSITY EXCEPT COMPACT
TOP 12" OF SUBGRADE TO 95 % MAXIMUM DENSITY
FRANKLIN COUNTY PUBLIC UTILITIES
DRAWING #
SANITARY SEWER MAIN
S-1 TRENCH DETAIL
FRANKLIN COUNTY PUBLIC UTILITIES
DRAWING #
2' BLOWOFF ASSEMBLY
W=14
(PERMANENT)
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PROJECT INFORMATION
PROJECT MANAGER: SM
DESIGNED BY: SLH
DRAWN BY: RDD
PROJECT NUMBER: DU16.400
ORIGINAL DATE: 12/08/2016
SHEET:

REVISIONS
SYM. DESCRIPTION DATE BY
EXISTING
SANITARY
CORE MANHOLE WALL AND
INSERT RUBBER BOOT,
GROUT ANNULAR OPENINGS
SOLVENT CEMENT CRO551
RUBBER BOOT WITH S.S. BANDS
.ADAPTOR;
PVC: SDR PIPE-SCH 40 PVC ADAPTOR
DIP: DIP TO PVC SCH 40 OMNI COUPLING
HMINIMUM 18' JOINT, DIAMETER
AS SHOWN ON PLANS
STAINLESS STEEL STRAP
WITH S.S. EXPANSION LAG
BOLTS 15" D.C. IST STRAP
TO BE LOCATED AT TEE w
45' PVC SCH 4D BEND
ANGLE TOWARDS INVERT OUT
4" SERVICE CONNECTION TO
EXISTING OR NEW PRECAST MANHOLE
N.T.S.
NOTES:
1. ALL SERVICE PIPE SHALL BE SCH. 40 PVC..
2" ALL SERVICE ENTRANCES SHALL BE CORED AND BOOTED.
3. LIMIT NO. OF SERVICES INTO MANHOLES TO TWO(2) FOR
4' DIA. MANHOLES & THREE(3) FOR 5` DW. MANHOLES,
4. INSIDE DROP SHALL BE SAME MATERIAL AS SERVICE FOR
ENTIRETY.
FRANKLIN COUNTY PUBLIC UTILITIES
DRAWING# 4" SERVICE CONNECTION
S_1 TO EXISTING OR NEW
PRECAST MANHOLE
REVISIONS
S'rm, DESCRIPTION DATE BY
f MANHOLE FRAME
PAVEMENT, J AND COVER
PIPE J PIPE
4 T
MAKE REOUIRED FLOW MANHOLE WALL
DIRECTION CHANGES IN
MANHOLE BY 5MDOTH o
TANGENTAL CURVE OF �
SHAPED MANHOLE INVERT,
PLAN VIEW
PRECAST MANHOLE DETAIL
N T,S
FRANKLIN COUNTY PUBLIC UTILITIES
S_7 PRECAST MANHOLE DETAIL
REVISIONS
110 SOLID COPPER TRACING WIRE
(PVC PIPE ONLY)
NOTES'
1.j INSTALL MARKER POSTS ON EDGE OF THE
DOT R/W LINE
2 j PROVIDE AFAR KER POSTS AT ALL LNE VALVE
3,y ABBREVIATIONS STAMPED ON POST AS FOLLOWS•.
MV l MAIN VALVE BO.EI OFF VALVE
PLATE W/DIRECTIONAL
S 1/2" ARROW POINTED TO
I V VALVE TD NEAREST
s FOOT
5 Ire"
BRASS
MARKER 2" BRASS L44RKER
PLATE PLATE W/ANCHOR
3/4" CHAMFER
AT EACH CORNER
EXISTING
GROUND
2-N0. 3
REINFORCEMENT
BARS
2 CUBIC FEET
CONCRETE MINIMUM
VALVE MARKER POST DETAIL
N.T.S.
REVISIONS
18-x 19":6' THICK
CONCRETE PAD 1r2 -
CAST IN PLACE F
CAST IRON VALVE BOX
(SEE DETAIL W-5)
2- SQUARE
OPERATOR WLR
MECHANICAL JOINT
GATE VALVE
NOTE
ALL GATE VALVES SHALL
BE PLACED DNAs INCH
CONCRETE BLOCK.
N07ES:
1. PLACE GATE VALVES ON 4" CONCRETE BLOCK."
2. WHERE PVC PIPE IS BEING INSTALLED. 0 IN. OF
COAIPACTEO 157 STONE MAY BE USED IN LIEU
OF THE 4" CONCRETE BLOCK,
3. MAXIMUM SPACING FOR SEWER FORCE MAIN
ISOLATION VALVES IS 1.000 LF
GATE VALVE ASSEMBLY
H.T.S.
FRANKLIN COUNTY PUBLIC UTILITIES
DRAWING # GATE
S-4 VALVE ASSEMBLY
FOR SEWER FORCE MAINS
INSTALL MINIMUM ONE FULL JOINT D.I.P.
FROM MJ x MJ TEE PRIOR TO TRANSITION
TO PVC OR OTHER MATERIAL
COMPACTED
BACKFILL -
D
NOTES:
1) OUTSIDE DROP
REQUIRED FOR DROPS
30" OR GREATER.
COMPACTEDTRANS GASKET
TO PVC PIPE
va \- PVC PIPE
DUCTILE IRON PIPE w
AND MJ FITTINGS
4 3/4" ALL
` THREAD RODS I
4 N
=� r
-• UNDISTURBED EARTH
CONCRETE THRUST BLOCK
COMPACTED PIPE BEDDING MATERIAL
PRECAST CONCRETE MANHOLE
WITH OUTSIDE DROP CONNECTION
N.T.S.
FRANKLIN COUNTY PUBLIC UTILITIES
DRAWINGPRECAST CONCRETE MANHOLE
S_9 WITH OUTSIDE DROP
CONNECTION
REVISIONS
12" MAX.
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8 VARIES
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INVERT OF
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37
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CAST- 4ST£
STIC -PLACE
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RUBBER BOOT
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ECCENTRIC CONE
TOP MANHOLE
SECTION A—A
PIPE J PIPE
4 T
MAKE REOUIRED FLOW MANHOLE WALL
DIRECTION CHANGES IN
MANHOLE BY 5MDOTH o
TANGENTAL CURVE OF �
SHAPED MANHOLE INVERT,
PLAN VIEW
PRECAST MANHOLE DETAIL
N T,S
FRANKLIN COUNTY PUBLIC UTILITIES
S_7 PRECAST MANHOLE DETAIL
REVISIONS
110 SOLID COPPER TRACING WIRE
(PVC PIPE ONLY)
NOTES'
1.j INSTALL MARKER POSTS ON EDGE OF THE
DOT R/W LINE
2 j PROVIDE AFAR KER POSTS AT ALL LNE VALVE
3,y ABBREVIATIONS STAMPED ON POST AS FOLLOWS•.
MV l MAIN VALVE BO.EI OFF VALVE
PLATE W/DIRECTIONAL
S 1/2" ARROW POINTED TO
I V VALVE TD NEAREST
s FOOT
5 Ire"
BRASS
MARKER 2" BRASS L44RKER
PLATE PLATE W/ANCHOR
3/4" CHAMFER
AT EACH CORNER
EXISTING
GROUND
2-N0. 3
REINFORCEMENT
BARS
2 CUBIC FEET
CONCRETE MINIMUM
VALVE MARKER POST DETAIL
N.T.S.
REVISIONS
18-x 19":6' THICK
CONCRETE PAD 1r2 -
CAST IN PLACE F
CAST IRON VALVE BOX
(SEE DETAIL W-5)
2- SQUARE
OPERATOR WLR
MECHANICAL JOINT
GATE VALVE
NOTE
ALL GATE VALVES SHALL
BE PLACED DNAs INCH
CONCRETE BLOCK.
N07ES:
1. PLACE GATE VALVES ON 4" CONCRETE BLOCK."
2. WHERE PVC PIPE IS BEING INSTALLED. 0 IN. OF
COAIPACTEO 157 STONE MAY BE USED IN LIEU
OF THE 4" CONCRETE BLOCK,
3. MAXIMUM SPACING FOR SEWER FORCE MAIN
ISOLATION VALVES IS 1.000 LF
GATE VALVE ASSEMBLY
H.T.S.
FRANKLIN COUNTY PUBLIC UTILITIES
DRAWING # GATE
S-4 VALVE ASSEMBLY
FOR SEWER FORCE MAINS
INSTALL MINIMUM ONE FULL JOINT D.I.P.
FROM MJ x MJ TEE PRIOR TO TRANSITION
TO PVC OR OTHER MATERIAL
COMPACTED
BACKFILL -
D
NOTES:
1) OUTSIDE DROP
REQUIRED FOR DROPS
30" OR GREATER.
COMPACTEDTRANS GASKET
TO PVC PIPE
va \- PVC PIPE
DUCTILE IRON PIPE w
AND MJ FITTINGS
4 3/4" ALL
` THREAD RODS I
4 N
=� r
-• UNDISTURBED EARTH
CONCRETE THRUST BLOCK
COMPACTED PIPE BEDDING MATERIAL
PRECAST CONCRETE MANHOLE
WITH OUTSIDE DROP CONNECTION
N.T.S.
FRANKLIN COUNTY PUBLIC UTILITIES
DRAWINGPRECAST CONCRETE MANHOLE
S_9 WITH OUTSIDE DROP
CONNECTION
REVISIONS
REVISIONS
4-1" HOLES IN
FLANGE 0 90'
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FRANKLIN COUNTY PUBLIC UTILITIES
D�`�� 4" SEWER SERVICE CONNECTION
S_S WITH CLEAN OUT DETAIL
(NEW INSTALLATION)
2 IY4 .
1'- 1 1 -Y4'.,
OF COVER
-TTOM OF COVER
SECTION A -A
MANHOLE COVER DETAIL
1T
MANHOLE
1, COVERS TO READ N.T.S.
"SANITARY SEWER"
FRANKLIN COUNTY PUBLIC UTILITIES
DRAWING #
5-11 MANHOLE COVER DETAIL
REVISIONS
SYM. DESCRIPTION DATE BY
TYPICAL SANITARY SEWER SERVICE BACKWATER VALVE STYLES:
�r SCREWCAPS
TYPICAL BACKWATER
VALVE INSTALLATIONS:
HOUSE
VF
BASEMENT OR CRAWL SPACE
HOUSE YARD/VAULT
INSTALLATION FOR
BUILDINGS BUILT ON
SLAB AND OTHER
LOCATIONS WHERE VALVE
CANNOT BE INSTALLED
CBSO 4 METER BOX IN BASEMENT OR CRAWL
OR 51MILAR BOX/VAULT SPACE.
OF APPROPRIATE SIZE
TO ALLOW REGULAR
MAINTENANCE
NOTES:
1. INSTALLATIONS OF GREATER THAN 4' IN
DEPTH MAY REQUIRE MANHOLE.
2. VALVES MUST BE INSTALLED IN A
LOCATION AT WHICH THEY CAN BE CLEANED
AND SERVICED REGULARLY.
TYPICAL SANITARY SEWER SERVICE
BACK—WATER VALVE INSTALLATION
(NTS)
FRANKLIN COUNTY PUBLIC UTILITIES
RAWING TYPICAL SEWER SERVICE
S-6 BACK—WATER VALVE
INSTALLATION DETAIL
REVISIONS
SIM. DESCRIPTION DATE Br
PLAN VIEW
FRONT VIEW
3j"
"H LE 'REALE
5" MIN.
NOTES:
1, COPOLYMER POLYPROPYLENE PLASTIC STEP
SHALL BE PLACED 16" O.C. IN ALL
STRUCTURES 5' DEPTH OR GREATER.
2. STEPS SHALL BE INSTALLED BY
MANUFACTURER AND SHALL BE ALIGNED OVER
STRUCTURE INVERT OUT.
3, DIMENSIONS SHOWN ARE TO CONVEY THE
DESIRED SIZE OF THE STEP. STEPS OF
51MILAR 51ZE AND CONSTRUCTION MAY BE
ACCEPTABLE PROVIDED MATERIAL SUBMITTAL
IS APPROVED BY PWC.
4. MATERIALS OF CONSTRUCTION AND METHOD
OF INSTALLATION SHALL BE IN ACCORDANCE
WITH OSHA STANDARDS AND A5TM C--478,
6112GRADE 60
L REINFORCEMENT
SECTION "A—A"
/71SERRATED TREADS WIDE ENOUGH
TO STAND ON WITH BOTH FEET
SIDE VIEW ISOMETRIC VIEWQF_STEP
STRUCTURE STEP DETAIL
N.T.S.
FRANKLIN COUNTY PUBLIC UTILITIES
DRAWING #
5-14 STRUCTURE STEP DETAIL
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PROJECT INFORMATION
PROJECT MANAGER:
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DRAWN BY:
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PROJECT NUMBER:
DU16.400
ORIGINAL DATE:
12/08/2016
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PROJECT INFORMATION
PROJECT MANAGER:
SM
DESIGNED BY:
SLH
DRAWN BY:
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PROJECT NUMBER:
DU16.400
ORIGINAL DATE:
12/08/2016
SHEET:
WS2.9