SW3191205_217053 - Windsong Subdivision-2019-12-23_1/9/2020

SHEET LIST
SHEET #
SHEET TITLE
COl
COVER SHEET
CO2
SURVEY - EX CONDITIONS
CO3
MASTER SITE PLAN
C04
WINDSONG DRIVE PLAN & PROFILE
C05
WINDSONG DRIVE PLAN & PROFILE
C06
MASTER EROSION CONTROL PHASE 1
C07
DETAILED EROSION CONTROL PH 1
C08
DETAILED EROSION CONTROL PH 1
C09
MASTER EROSION CONTROL PHASE 2
C10
DETAILED EROSION CONTROL PH2
C1 1
DETAILED EROSION CONTROL PH2
C12
MASTER GRADING AND DRAINAGE
C13
DETAILED GRADING & DRAINAGE PLAN
C14
DETAILED GRADING & DRAINAGE PLAN
C15
MASTER UTILITY PLAN
C18
PRELIMINARY SEPTIC PLAN
C19
LANDSCAPE PLAN
C20
PROJECT DETAILS
C21
UTILITY DETAILS
C22
EROSION CONTROL DETAILS 1
C23
EROSION CONTROL DETAILS 2
C24
NCDOT DETAILS 1
C25
NCDOT DETAILS 2
C26
BMP POND 1 DETAILS
C27
BMP POND 2 DETAILS
C28
BMP POND 3 DETAILS
C29
TURN LANE PLAN & PROFILE
C30
EX FAIRVIEW ROAD IMPROVEMENTS
C31
EX FAIRVIEW ROAD SECTIONS 1
C32
EX FAIRVIEW ROAD SECTIONS 2
C33
EX FAIRVIEW ROAD SECTIONS 3
C34
EX FAIRVIEW ROAD SECTIONS 4
C35
EASEMENTS EXHIBIT
CIVIL SITE PLAN PACKAGE
PROPOSED
WINDSONG SUBDIVISION
W HIGHWAY 218
UNION COUNTY.. NC
PARCEL ID: 08279004
DEVELOPER:
TRUE HOMES, LLC
2627 BREKONRIDGE CENTRE DRIVE
MONROE, NC 28110
PH: KEITH FENN - [phone]
OWNER:
WELLSPRING CAROLINA INVESTMENTS LLC
2133 GARDEN VIEW LANE
MATTHEWS, NC 28104
VICINITY MAP
SCALE: N.T.S.
ALL CONSTRUCTION SHALL CONFORM TO NCDOT
& UNION COUNTY STANDARDS & SPECIFICATIONS
CALL ULOCO
BEFORE YOU DIG
1-800-632-4949
AVOID UTILITY DAMAGE
1 . CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES
ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING
FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY TO THE PUBLIC.
3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE
REPLACED ACCORDING TO STANDARDS OF THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION.
4. SHORING WILL BE ACCORDING TO OSHA TRENCHING
STANDARDS PART 1926 SUBPART P, OR AS AMENDED.
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REVISIONS:
3-21-19 - NCDOT COMMENTS
6-1-19 - ACOE COMMENTS
9-12-19 - COUNTY UTILITY COMP
10-24-19 - NCDOT COMMEN
C01-COVER.DWG
PROJECT NUMBER:
217053
DATE: 08/9/2017 DRAWN BY: HFI
SHEET COI
OF 34
C01 - COVER.DWG - PLOT: rusty - MON. 12-23-2019 8:53 AM

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I' I I I ( I I I I I I \ \ \ ` \ \L \ \ \ - ✓ / / // / / I - - — PARCEL #: 08282001 I
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J_ �� - /' r \_� \ ��\, \ ( I� I \ 11 t- 111 I ! / / / ///
\ \ PARCEL: 08309012A \ V \ \A \ \ \ \ VA A\\� = .V A 6 �/ / -, _ �- - - - /// �Gj / _ - A I I I V I \ V\\ 1 1 (/ �� I I ) I ! ! I / // / / / / /
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/ / \ / \ \ \\\ \ �.� �, / -, y -yid; _.> 553 � /,� ` � \ \ 1 1 ) I! \ II I \ / // / / / / / / / // / / �//
\ \ CHARLOTTE, NC 282os \ / 1 1 I 1 \ \ \ \ \III, \ ��`� 5596 �- \ ,55'' 65 t - _.f l r- - \ \ I J / I I I 1 1`I I IIII // / / / / // / / , ///
/ / / //
/ \ \ STATE MANDATED / \ -� \ - `` `- \•"�,-,
-,.,.� \. 558 \ -� . ;./ 5555� ` _ ✓ / 01 8� \ \\ II I I f / / / �,, 1 IT \ \ \ / / / //'/ / /////// / / / / //
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ANY ADDITIONAL PAVEMENT OR CURB NOT
LOCATED BY SURVEY OR THAT CONFLICTS WITH
PROPOSED PAVEMENT & CURB AND GUTTER MUST BE
REMOVED
ALL PAVEMENT AND CURB TO BE REMOVED SHALL BE
SAW CUT AT THE PROPOSED JOINT LOCATION
THIS SURVEY WAS PROVIDED BY OTHERS AND IS
INCLUDED AS REFERENCE ONLY
SURVEY BY:
VERITAS LAND, PC
3575 CENTER CIRCLE DRIVE
FORT MILL, SC 29715
PH # 704-506-0554
IF ANY CONFLICTS, DISCREPANCIES, OR OTHER UNSATISFACTORY CONDITIONS
ARE DISCOVERED, EITHER ON THE CONSTRUCTION DOCUMENTS OR THE FIELD
CONDITIONS, THE CONTRACTOR MUST NOTIFY HENSON FOLEY, INC IMMEDIATELY,
AND SHALL NOT COMMENCE OPERATION UNTIL THE CONFLICTS, DISCREPANCIES,
OR OTHER UNSATISFACTORY CONDITIONS ARE RESOLVED.
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REVISIONS:
3-21-19 - NCDOT COMMENTS
6-1-19 - ACOE COMMENTS
9-12-19 - COUNTY UTILITY COMP
10-24-19 - NCDOT COMMEN
CO2-SURVEY.DWG
PROJECT NUMBER: 217053
DATE: 08/9/2017 DRAWN BY: HFI
SHEET CO2 OF 34
CO2 - SURVEY.DWG - PLOT: rusty - MON. 12-23-2019 8:54 AM

PARCEL TABLE
LOT #
AREA SF
1
42914
2
70338
3
97323
4
49497
5
42525
6
40531
7
63379
9
65407
10
40193
11
40193
12
40193
13
40194
14
40790
LOT SETBACKS:
30
-15 BLDG 15
w
Z
O
40
J
PARCEL TABLE
LOT #
AREA SF
15
42036
16
42036
17
42036
18
42036
19
42036
20
60090
21
73384
22
42733
23
44607
24
42174
25
42832
26
78426
27
277603
CORNER LOT:
30
-15 BLDG [20
w
Z
O
40
J
ROAD FRONTAGE
IMPERVIOUS SUMMARY
ITEM
SQUARE FOOT
ACRES
PERCENTAGE OF
TOTAL SITE
TOTAL SITE AREA
2,339,108 SF
53.70 AC
N/A
EXISTING IMPERVIOUS
17,263 SF
0.40 AC
0.74 %
EXISTING PERVIOUS
2,321,845 SF
53.30 AC
99.26 %
PROPOSED BUILDING / DRIVE
124,504
2.86 AC
5.32 %
PROPOSED PAVEMENT
50,437 SF
1.16 AC
2.16 %
PROPOSED CONCRETE (MISC)
3,000 SF
0.07 AC
0.13 %
TOTAL IMPERVIOUS
195,204 SF
4.48 AC
8.35 %
TOTAL PERVIOUS
2,143,904 SF
49.22 AC
91.65 %
28079
40T
/TRFFsTF0 L-FSF
oRFgTFRw sl;F NB&TpF
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\ LOT: 14 \
gR \ SF:40790 A \
ZONING: RA-40
PARCEL #: 082
oils CERALD J & WIFE
FE GLO cLORIA ) s)oFsV AT, 0 0
7900 SECLUSIVE DROFs FTBgC�\ h� o
FT
TEMPORARY CUL-DE-SAC EASEMENT
ROAD TO BE TERMINATED AT THE BUFFER
AND BUFFER TO REMAIN UNDISTURBED.
PROPOSED CUL-DE-SAC FOR TURNAROUND.
PLACE A STREET SIGN STATING "FUTURE
THROUGH STREET. TO BE CONNECTED WHEN
ABUTTING PROPERTY DEVELOPS"
ZONING: RA-40
PARCEL #: 08279005
MEADOWS LINDA LILES &
CAROLYN DAVIS & S COPPOLA
109 KAYLAN LN
THOMASVILLE, NO 27360
EXISTING PERENNIAL
STREAM #3
FIELD LOCATED
lI 4o I /TRFFs TFpRFs \
1.\\'\ FR N'isPTF )B�FFF`
PARCEL #: 08279005 eo \qcK DISTURBED)
\
MAZZAFERRO JOHN D vwv
MAZZAFERRO KAREN L
7901 SECLUSIVE 280, IINDIAN TRAIL, NC �� \ss/pFs TBq PR 24' EOP`.A `
ZONING: RA-40
PARCEL #: 08279001A
CAROLINA DEVELOPMENT SERVICES
7„
p�
42" RCP
NV = 573.80'
2" RCP �
INV = 773. 46'
/
/
ZONING: RA-40
PARCEL #: 08309012A
MCCLAIN MARK S & JOANN M
4520 HOLBROOK DR
CHARLOTTE, NO 28205
15" RCP
INV = 578,16
�p 3+00 4+00 5+00
FAIRVI AD - NC HW
- O
EX ±24'
PVMT WIDTH
PROPOSED 60'
RIGHT OF WAY
NDIAN TRAIL, NC 28079 o R35/
o b Al
1 50
LOT: 13
\ SF:40,94 \ \ \ )�Fs
A- xoo \ \
SFT qcK\ e� 120' mo \ \ � s �
o?ary�� �\BgCK \ \ b� 02 A- \ \ � T: 15 \
\ ���� b0 : 42036
5 ` LOT.12 a s)o
0�� SF : 40193 V / V )s"sip FSFTBq
20'PUBLIC
\ �s)pFs�FTBq \ TILITY EASEMENT
LOT: 16
QUO 20' PUBLIC SF : 4203
LOT: 11 \ o Z UTILITY EASEMENT �FS\ EXISTING WETLAND
\ SF' 40193 s) B1 \
ZONING: RA-40 (0.30 AC TO BE
42" RCP
INV = 568.59'
LOT #8 INTENTIONALLY OMITTED
TO REMAIN CONSISTENT WITH
PREVIOUS SUBMITTALS
LOT: 17 \ \ C UNDISTURBED
!--
/ \ \ PR 50' ROW eo / SF : 42036 ` FFER (TYP) _ _ _._ _ _ '
a ss)O \ \ \ BMP POND i
LOT: 10 \ o \ )s FSFT o �`
\ \ SF : 40193 \ �� �� }e V)DFs�B BgcK \ �� 3 EASEMENT �'% 1.1
\BMP #3
V A 10 a e A q� A (DR DETENTION �J
\ ssso FTgA Nod 20' LOT 9 SEPTICo�� / SA D FILTER I ii
�� EASEMENT
\K \ \ ono
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SITE DATA PARCEL # 08279004,
DB 5168 PG 498
WELLSPRING CAROLINA INVESTMENTS LLC
2133 GARDEN VIEW LANE
MATTHEWS, NC 28104
LOCATION: W HIGHWAY 218, UNION COUNTY, NC
ZONE: RA-40 (UNION COUNTY)
CONTACT:
HENSONFOLEY (TIM FOLEY)
704-875-1615 [e-mail]
ITEM
REQUIRED
MIN. LOT SIZE
40,000 SF
MIN. LOT WIDTH
120 FT
MIN. FRONT SETBACK
40 FT
MIN. SIDE YARD
15 FT
MIN. REAR SETBACK
40 FT
MAX. BUILDING HEIGHT
35 FT
FEMA MAP NUMBER
3710552100J & 3710552200L
FEMA EFFECTIVE DATE
10-16-2008 & 02-19-2004
SOIL TYPE
CMB,CHA,BAC,BAB,BDB2
BUFFERS
1. STREET FRONTAGE AND REAR OF OVERALL PROPERTY: 40'
2. GOOSE CREEK WATERSHED:
200' BUFFER UNDISTURBED FROM TOB (WATERWAYS WITH FLOODPLAIN)
100' BUFFER UNDISTURBED FROM TOB (FIELD DELINEATED STREAMS)
DEVELOPER:
TRUE HOMES, LLC
2627 BREKONRIDGE CENTRE DRIVE
MONROE, NC 28110
CONTACT: KEITH FENN - [phone]
EMAIL: [e-mail]
ANTICIPATED CONSTRUCTION SCHEDULE / PHASING:
CONSTRUCTION SHALL APPROXIMATELY BEGIN: 1-1-2020
CONSTRUCTION SHALL APPROXIMATELY END: 1-1-2021
CONSTRUCTION PLANNED TO BE COMPLETED IN PHASE DEPENDING ON
NCDEMLR DISTURBANCE POLICIES.
UTILITY NOTES:
1. WATER METERS
26 - 3/4" METERS TO BE REQUESTED
26 4" IRRIGATION METERS REQUESTED
2. WATER DEMAND CALCULATION:
DOMESTIC: 400 GAL / DAY / CONNECTION
26 LOTS x 400 GPD = 10,400 GPD
IRRIGATION: 200 GPD
26 LOTS X 200 GPD = 5,200 GPD
NO OPEN SPACE REQUIRED IRRIGATION.
3. SANITARY SEWER SERVICE NOT AVAILABLE TO THIS SITE
PROJECT NOTES:
1 . WELLS AND/OR ON
WASTEWATER DISPOSAL SYSTEMS DISCOVERED DURING THE
CONSTRUCTION PROCESS WILL BE PROPERLY ABANDONED IN ACCORDANCE WITH
APPLICABLE LAWS AND RULES (NOTE TO BE INCLUDED ON PLAT)
2. THE RECORDED PLAT WILL INCLUDE DEDICATION OF 30' ALONG THE FRONTAGE OF
THE PROPERTY, AS MEASURED FROM THE CENTERLINE OF NC 218, TO NCDOT FOR
MAINTENANCE PURPOSES.
URBAN FORESTRY NOTES:
1. 60.1 10-J STREET TREES (SECTION ADDED 5-18-2015)
(A) TREES SHALL BE PROVIDED AT THE EQUIVALENT OF NOT MORE THAN FIFTY (50)
FEET APART ALONG ALL FRONTAGES OF ALL LOTS. IN CASE OF A CORNER LOT,
ONE (1) TREE SHALL BE PROVIDED FOR THE FIRST ONE HUNDRED (100) FEET OF THE
LONGEST FRONTAGE, THEN ONE (1) TREE PER FIFTY (50) FEET THEREAFTER. IN THE
EVENT OF A FRACTION OF A TREE REQUIRED, THE HIGHER NUMBER SHALL BE
USED. EXISTING TREES THAT ARE TO BE PRESERVED MAY BE USED TO SATISFY THE
REQUIREMENTS OF THIS PROVISION (SEE SECTION 55.100 FOR MATERIALS,
MAINTENANCE AND ALTERNATIVE COMPLIANCE).
(B) TREES MUST BE SPACED LINEARLY OUTSIDE THE PUBLIC RIGHT-OF-WAY BUT NOT
GREATER THAN FIFTEEN FEET FROM THE EDGE OF THE RIGHT-OF-WAY.
2. 55.100-E TREES
(A) ORNAMENTAL AND UNDERSTORY TREE SPECIES PLANTED TO SATISFY THE TREE PLANTING
REQUIREMENTS OF THIS ARTICLE MUST HAVE A 2-INCH MINIMUM CALIPER SIZE AND A
MINIMUM HEIGHT OF 6 FEET ATTHETIME OF PLANTING.
(B) CONIFERS OR EVERGREEN TREE SPECIES PLANTED TO SATISFY THE TREE PLANTING
REQUIREMENTS OF THIS ARTICLE MUST HAVE A MINIMUM HEIGHT OF 6 FEET AT THE TIME OF
PLANTING.
(C) CANOPY TREE SPECIES PLANTED TO SATISFY THE TREE PLANTING REQUIREMENTS OF THIS
ARTICLE MUST HAVE A 2.5-INCH MINIMUM CALIPER SIZE AND A MINIMUM HEIGHT OF 8 FEET AT
THE TIME OF PLANTING.
NCDOT NOTES:
1. OWNER IS RESPONSIBLE TO REMOVE EXISTING TREES/OBSTRUCTIONS LOCATED WITHIN SIGHT LINE.
PERMISSION FROM ADJACENT PROPERTY OWNER IS REQUIRED PRIOR TO TREE/OBSTRUCTIONS
REMOVAL FROM ADJACENT PROPERTY. IF TREES ARE ONLY TRIMMED AND NOT FULLY REMOVED AN
EASEMENT WILL BE REQUIRED IN ORDER TO MAINTAIN CLEAR SIGHT DISTANCE.
2. ALL FIXED OBJECTS THAT ARE NOT CONSIDERED BREAKAWAY MUST BE REMOVED FROM CLEAR
RECOVERY ZONE (18'-20- FROM EDGE OF FUTURE PAVEMENT AND / OR MIN. 10. BEHIND THE CURB).
COUNTY UTILITY NOTES:
WETLAND & STREAM DISTURBANCE PERMITS:
1. ARMY CORP OF ENGINEERS GENERAL PERMIT # (404): SAW-2019-00553 (APPROVED 9/11/2019)
2. ARMY CORP OF ENGINEERS NATIONWIDE PERMIT 29 AUTHORIZED: MARCH 19, 2017
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3-21-19 - NCDOT COMMENTS
6-1-19 - ACOE COMMENTS
9-12-19 - COUNTY UTILITY CONM
10-24-19 - NCDOT COMMEI
CO3 - SITE PLAN.DW G
PROJECT NUMBER: 217053
DATE: 08/9/2017 DRAWN BY: HFI
SHEET CO3 OF 34
CO3 - SITE PLAN.DWG - PLOT: rusty - MON. 12-23-2019 8:54 AM

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9-12-19 - COUNTY UTILITY COMP
10-24-19 - NCDOT COMMEN
C04 - ROAD PROFILES.DW G
PROJECT NUMBER: 217053
DATE: 08/9/2017 DRAWN BY: HFI
SHEET C04 OF 34
C04 -ROAD PROFILES. DWG -PLOT: rusty - MON. 12-23-2019 8:55 AM

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REVISIONS:
3-21-19 - NCDOT COMMENTS
6-1-19 - ACOE COMMENTS
9-12-19 - COUNTY UTILITY CC
10-24-19 - NCDOT COMMEN
C04 - ROAD PROFILES.DW G
PROJECT NUMBER: 217053
DATE: 08/9/2017 DRAWN BY: HFI
SHEET C0 OF 34
C04 -ROAD PROFILES. DWG -PLOT: rusty - MON. 12-23-2019 8:55 AM

j / / j /// I } \ \ \ ( ---- - =�\\\\ \�\\ \\\\\\\\, \ _�l _ -� / / � ,\ \� \ \ l l I ( I I I I 1 I \ \\ \ \\\ \ \ \ \ 1\\ \ \\\ \
EROSION CONTROL NOTES: _- / / j 1 1 I 1 � \\\ \\\ \\ \\\ \\ \\\ \'\ \\ �� c / � - - _ _ _ - - / / - - _ \ \ \ \ \ 1 I \ \ \ \
/ _ `�- / /\ \\\ \ \\\\\\\\\ \\ \ ( - \ \ \ \\ \\\\
-- � // / // / } \ _ /-- \\ \\ \\\ \\\\\\� \\, \\ \\ �,, \ 1 i -/_ 1 �\ \--` \ \ \ \ \ \ \ \ 1 \ \ \ \ \\\ \ \ \ \
\\ \ \ \\\ \ \ \ � __ - � - \ \ \ \ \ \ \ \\ \ \ \ I 1 \\ \ \ \ \
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH STATE AND LOCAL REQUIREMENTS. / - - / / � / / / / \ / � \ \\\ \ \ \ \ \ \` \ � � - / I \ \
/ --_ / - / / 1 ---\ \ \\\\ \\\\ \\\ \\ \�\\\\1\ \ �� - '�� \\\\\\�\\\\ \ \\\ I\\\ \\\1\\ \\\ 1
2. TOTAL DISTURBED AREA = 25.0 AC. / / / - r r / - / / / " / � \ \ \ \ \ \\ 1 I \ \ r, � / / - - / / \
� -- - _ --- - / / I \ I / �\ \ 1 \ \ \\ \\ \/ s's - / - / �� \\-__ \ \\\\\ \ \\\ \ \ \ \ 1 I \\
1 1 1 I I I
3. ALL CROSSINGS OF STREAMS TO BE LEFT IN THEIR CURRENT CONDITION. ANY WORK WITHIN THE 50' STREAM / / - - - - - - - / /__ \ I I / I I I I I } \"-
�' `�\�\ 1 \� I / / � \ \ \ \ \ \ \ \ \ \ \ \ \ \ / I I I 1 I 1 I 1 I I I I I
BUFFERS WILL REQUIRE ADDITIONAL PERMITTING. i - - - - - - - - / ) \ I I I 1 \� \ \� \ \\ (\ ,\\\ / ) \ / / �� r L \ \ \ \ \ \ \ \ / )
\ ` / _ � -- \ / \ \S9 J I I l \ \\ `�\ �\ ,8 S� \ �\ \ \ - \ \ \ \ \ \ \ \ ` _ , , I III I I
\V 1 / _ 1 \ \ / 1 I I I 1 \\1\�\ o \�\ \ / / \\\\ \ \\ \ \ � \\\ \\� \ / / 1 I I I I I
4. ALL STREAM CROSSINGS TO HAVE SILT FENCE PLACED ON THE EDGE OF GRAVEL. \ � r _ - _ _ _ / � � \ / / � � k \ � J J / 1 I I I ) \ 1 ) � � SSr.\ \ \ \ \� I \ \ � / / � \ \ \\ _ � / I I I I I / /
/ \ - / \ \ BERM / DITCH 9 "i r / \ \ \ \ \ \ \ \
\ �� I \ ` ( _ _-_ � \ \ s ll 1 / s \ / I \\ \ \\ \\ \ \ / / / /
CONSTRUCTION SEQUENCE: PHASE 1 \\ \\\\ \ \\ \\ \ Ir _-__ _-/\ \ \ \ s� \-, / ) I / \�,\�1 \ I \\\\ \\�\\\ \\ ' ,8S \�\ \ \ \\\\\\\ \ \\\ \ / / / / / / / /
CONSTRUCTION SEQUENCE PLAN NUMBERS (TYP) O \\ \\ \\\\\ \\ \ \ I - - - - _ - - � \ \ \ \ \ / / / ` �� - ] rj \\ X \ \\� \ \\ \\ \ \ \/'----- \ \ \ \ \ \ \ \ \ \ \ _ - / / / / / / / / / / /
\\ \\ \\\\\ \ \ � \ - / 1 I /\ \\\\\\ \ \ / / //// /
\ \ \ _�° l I(1\\\ 11\� I \ \\ \ \ \\\ ° \ \ /\ \\ \ \ \ / /
\ \ \ \\\\ \ \ /_ - � - _ � \\ \ - 1 �� I � \ / // I \\ \ \ \\\\\-, \, S6s NL ��°3, r„ > / / / --- \ \ \\ \\\\\ \ \\ v � // / / / // / / /
1 . OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM NCDENR MOORESVILLE REGIONAL OFFICE. (704 663 1699) \\ \ \\\\ \ \ \ \ 1 I - - _ - \ \ \ \ \ / I I I \ 1 ( I \\ \\ \ ' _`Z - / \ \ \ \ \ / / / /
2. SET UP AN ON -SITE PRE -CONSTRUCTION CONFERENCE WITH EROSION CONTROL INSPECTOR OF NCDEQ TO DISCUSS EROSION ( \ \ \\\ \\ \\ \ } ` l / / \ __ ` \ \ � `11 / y \ I \ \ \ \ \ \ \ \ ` J J I - \\ \ \ \ \ \ \ \ \ \ / / / l
\ \ \\ \\\ \ \\ f ( \ \\ \ \ \ � / // I I I ) 1 \ \ I , 1 \ \ , \SZo U, 7 \ J � \ /)\�---- \-_\ \\\ \ \ \ \ \ \ \ \\� ' /-/// // / / I l 11 /
CONTROL MEASURES. FAILURE TO SCHEDULE SUCH CONFERENCE 48 HOURS PRIOR TO ANY LAND DISTURBING ACTIVITY IS A \ } \ \ \\ \ \\ \\ \\ \ \ ( - - - - _ - � \ \ \ / r I ( I I I I I \ \ ) cr 2 �\ J / \ \ \ \ \ \ / /, / // / / /
VIOLATION OF CODE AND IS SUBJECT TO A FINE. I ) \ \ \\ \, \\ \ \ \ \ I I 1/ - - - - -
--\ \ \ \ \_ _ I a� oD I / l \ \ \ \ � \\ \\\ \ \ \ \ \ �� // / / / /
\\ \\ \\ \\ \ \ \ \\ 1_ \ --_- \ \ \ \ / I �� ( I I I I \ ` \ \ \ \ / / ter \\\ \ \ \\\ / --,�, / / �� /// /
3. FIELD LOCATE LIMITS OF DISTURBANCE IN AREAS IN CLOSE PROXIMITY TO STREAM BUFFERS. \ \ \ \\ \\\ __ _ _ - \ \ \ _ _ ( DO \\ \ \\ \ 77� \ \ \ \ \ \ \ \ _ - / / / - / / /
3.1 . SET UPSTAGING AREA: AREA OFF FAIRVIEW ROAD TO UNLOAD AND STORE EQUIPMENT WHILE CONSTRUCTING THE MAIN \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ - \ \ \ \ \ / /� I ° o ` \ \ l I I l \ \ 1 v �60 �2 \\� \ \ \ / / / /
ENTRANCE TO THE SITE. THE MAIN ROAD IN TO THE SITE IS AFFECTED BY SIGNIFICANT OFFSITE DRAINAGE AREA THAT OUTLETS \ \ \ \ \\ \ \ _ \ _ - n q � ) I I \ \ / ) I \ \ 1 \ \ ) FIELD LOCATED \ \ \ \ \ \ \ -11
/ / / �' / /
\ \ \ \ \ \ __ - - \ \ \ \ � / - I I ( I � � > l I \ ( / WETLAND (TYP) � \ \ \ \ \ \ \ __ - - / / / i / / /
NEAR TO /WEST OF THE PROPOSED MAIN ENTRANCE. INSTALL SILT FENCE, CONSTRUCTION ENTRANCE, AND OTHER 1 } \ V \ \ \ \ \ \ � \ \ \\ \ \ I ( - _ - - - - \ \ \ \ \ \ / - 1 co N i I / I I I � \ / / / / 1_/ /
\ \\ \ \ \ \ / , ` \ \ \ � - r / ) \\ I ss \ \\\ \ \ \ ,-- - -/ /
MEASURES AS SHOWN ON PLANS, CLEARING ONLY AS NECESSARY TO INSTALL THESE DEVICES. ALL EROSION CONTROL / I \ \ \ - \\ J - - _ \ \ \- _ / J I / I - \ \ / I \ \ I S i 1 \\\\ / / I/�//- _ - / / / /
MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C. EROSION AND SEDIMENT CONTROL PLANNING AND I 1 } I \ \ _ �\ \\ \\ \ \\\ / - - - - _ \ \ \ \ ` J / ` n. o\ \ I I f I % I I I I % ( / \ \\\ \\ \ \\ \ \ / / / / _ - - / //
DESIGN MANUAL, U. S. DEPT. OF AGRICULTURE, AND NCDENR LAND DEVELOPMENT STANDARDS MANUAL. / I I I I I I 1 I \\ __ \\ \` \ \\\ \ 1 / - - �\ \ \ \\\ \ \ \ ` - / / / / // / / ( ) ,`S�9 \ \ \ �s I / / / ) � I ( /) \ � I 1 ��i " / ) %�"' ' - - ` \ \ 1 N \ \ \ \ - / � / l i - _ - J // /
4. CALL FOR ON SITE INSPECTION FROM REPRESENTATIVE OF NCDEQ MOORESVILLE REGIONAL OFFICE. WHEN APPROVED, / / / I I / \ \ \ \ \\ \ \\ \ \ \\\ / � \ \ \ \ \ \ - - - - ' / / / } I I / 1 \ \ \ _ - _ --, -- / 1 - - - - /
/ , I I \\ \\ \ \ \ - \\ \ \ \\ \ -_ � / �// /� / 1 � \ 1 1 \ \\11 I ` - / ��k\� 1 1 -__,/ � ��/�_-----�
INSPECTOR ISSUES THE GRADING PERMIT AND CLEARING MAY BEGIN. J I I \ \ \ \\\ / / - \ \ \ \ _ - - / - / , < / l / \ \ `\\ ) � 1 \ \\\ \ - - �� - - / ___ / _ - /
/ I I \ \ \ \ \ \ \ \\ / / / / - \ \ \ \ i / / / \ \ ���\ I` - I� \ \ / - _ /
5. INSTALL RIP RAP CLEAN WATER DIVERSION DITCH FROM OUTLETS OF BOTH 15" RCP PIPES FROM HWY 218. ONCE DIVERTED / / I I \ 1 \ \ \ \ \ \ \ \ \ , \ \ \ ( ( \ \ \ \ \ \ - ` , I / / / / r _ / J / lLn \ \ \ \\\ \ \\ ) �_ J \ \ \ - �/ ` _ _ _ _ _ -
CONSTRUCTION OF MAIN ENTRANCE CAN COMMENCE. ONCE MAIN ENTRANCE HAS BEEN GRADED FROM FAIRVIEW ROAD T / % \ \ \ \ \ \ \ - \ \\ \ / / / / } I � \ \ \ \ \ \\ ` \ OF FES 3 \ \ \ i \ \ i ij� - _ � / - - ---
INSTALL CONSTRUCTION ENTRANCE FOR THE MAIN DRIVE. / / I I I \ \ \ 1 \ \ ``\\ \\\ \ / \ \\ \\ \ \ \ /' -_ // / / / � / 1° ) N \ \ \ \ V- \ \ \\\ - f _�_ - - - J `�% ' �_--r - - -
-/ I ( I I I I I I1 1 1 \ \ \1\\\ \ \\ \ -�\ \\\\\\ \\ �\ �;�'-` ////-r -� l �') \ I 1 \ � �, \ \\\\\\\�\���\\ \ \\\ till (\�� \\ /�/'-_. �; � =--_
6. INSTALL SEDIMENT CONTROL MEASURES UP TO THE FIRST (2) 36" STORM CROSSING CLEARING ONLY AS NECESSARY TO INSTALL °6 I I I / / / 1 ) I \ 1 I \ 1 \ \ \\ \ \ \ `b / / / - / l `S -'\
1 \ \ , \� i \� \ \\ \ \ \ \ y - 1- �. - - - - - -
THE DEVICES. INSTALL SILT FENCE, CLEAN WATER DIVERSION SWALES, TEMPORARY DIVERSION DITCHES, AND TEMPORARY � ) I I I I / / I / % ) I I (\ \\\ \ \ \ \ \\ , 1 - / / /// / - - - - _ / \ \ / n ` \ \ \ \\\ \\-- \\, \ \\ \ \ \J } } I 1 \ _ j / / \, - - - _ -
605 / / / ) \ \ \ \\ \ \ \\ \\ \ \ '\ �--� J ', ��- - -
SKIMMER SEDIMENT TRAP 1. INSTALL TEMPORARY 24" ADS PIPE TO CONVEY DIVERSION DITCH WATER PAST THE ROAD CROSSING / / I I I I / % / / / / / / ) 1 \ I^ \ \ \\ \ \ �_ - / / r - \ / - / / / / I ) s� \ \ \ \ \\ ;� \ CS 3 , \ \ I ( I \ ,-- �/� _ I
PIPES TO THE SEDIMENT TRAP. / / / / / / / I \ \ \ \ \ \ \\ \ \- - - ` / / / L - / / o \ \ \ \ ,� \ \ \ \ ` \ `� �% _ J �r _
��° / \ \ I I I / ll / // / I \ I \ \�\\\ � \ � _ ,- // / �- 4�' s � / �/ �J J s�\\ \� \\\\\ q , . _ l . -_ \ _--------
7. INSTALL FIRST CREEK CROSSING WITH (2) 36" RCP. IF CROSSING IS INSTALLED IN A TEMPORARY STATE CONTRACTOR \ \ ) I I / / / ) I \ I \ \ \ _ - _ J / / / - n h , l / J 6 \ \ \\\'� �'\�
°°' ` \ I III I I I I l 1 \ \ 1 \ / ,J J l / / / %� s� ,`\ \\\ \�\A),
\ 3_ 1�.-� \\^ \\ -\__ -- -
RESPONSIBLE FOR PIPE FLOATATION PREVENTION. ONCE INSTALLED AND STABILIZED AND IF THERE IS NO FURTHER NEED FOR THE- _ _ / l 1 I I I I f / I I / \ - - J / / / / �� / s6 \ \ \ \\\ �1) l `I\ \ \\ �`
STAGING AREA IT CAN BE REMOVED AND STABILIZED. \ \ 1 I i I I I 1 I l l I I I / \� - \, t / ) \, l _ - / / / , ., � J ) I � \" \ \\ \ \ \ -) ).� �� I l � / - -_ -_
_ \ \ 1 1 } I I I I I ` / \ I I / / \ BERM /DITCH 8 / j / l I \ \ \\ \ \ \ N� I � h I %
8. INSTALL THE CLEAN WATER DIVERSION PIPE FROM CWD CB5 TO CWD FES6 TO ACCEPT THE RUNOFF FROM STEP 5, PASSING IT 1 1 I I I I I I I \ I I I k" RCP // / - -� - - - / / / / - f / / 1 n ( \ \ \ \ \ } � �� - -
1 1 I \ \ \ I I III _ / / / _ N \\ �� \ /%�� - _
THROUGH THE DEVELOPED AREA TO THE UPSTREAM SIDE OF CWD HW l . - \ \ } I I I I I \ 1 1 I Nib �5�59' / // - / / � � I / J / / / h " ( 1 \ \ \ \ \ ) 1 I 1} /'/� i / /I'�'`-�- - - -
\ 1 1 I I III S�� �� 'o I I \ ,,f ,/ _ - - - 1010
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I I � } 1 I I I I I I I I \ - - \\ _` \\ / /� �\ s - - s % / / / / _ PERMANENT POND 3 > h/ , �`�' 0 1 ) I I I) 1 I 1 1 �) I (v / �/ / // / _ _ ��:
9. INSTALL BERM /DITCH 5 AND DITCH ALONG THE CORP JURISDICTIONAL STREAM 1 TO PREVENT FUTURE RUNOFF FROM ENTERING \ \ 1 I I I I I \ ` \ � \ \ �// /'/ \ _ � `.,. � / IN EROSION CONTROL MODE) `'> `b / , % / / / / i / -_ \ -��/ `
THE STREAM. DIRECT THE RUNOFF INTO THE DIVERSION DITCH FROM STEP 6. \ \ 1 l lI I I I I I I I I I I I I `` \ - _ \ \�\� , j \ - ,_ _ _;o / � -) / 1 J I I r- / �� �°� /-Jj � l // s� /l.� /� /�i i / - - - -
10. INSTALL THE SILT FENCE AND CUT THE EQUIPMENT PATH TO ACCESS POND 1. EXCAVATE THE POND AND INSTALL ALL - A 1 1 A \ \ V 1 \ - - v 1 �� \\ \� � � 5V v 1 / J ( / �°�n ' / / / - - - -
\ I \ \ \ vv---- � / //( \\ ��_ � \ - ��_ / /-� v �/ I �// �� I �/� ti �/ / - -_
TEMPORARY EROSION CONTROL DEVICES INCLUDING BAFFLES, SKIMMER & CONTROL STRUCTURE (PER DETAILS ON SHEET C26). \ \ I I I 1 �\ \ \ \ \ - \ � 1 __ \ / / - / - - ^ I �{ i // / '� -) \, /.1 ( / / / - _ - - _
/ 1 - - - STREAM / \ � � \ \ �"� ,- - r / / / ^ \ \ ✓ (\�./
USE THE SPOIL FROM THE POND EXCAVATION TO CONSTRUCT BERM / DITCH 1 ALONG THE EQUIPMENT PATH. \ \ 1 I I I 1 1 1 \ I \---
\ \ \ \\ \ _ \ \\ \ \ _\�- o - - / / I I 1 \ \ / / / // I '. �° / , / / j/ - _ - - - - _
\ / (- - - _ UNDISTURBED \ \ \ 1 _ s \ i / \ti / / � ry / i I 1 // //
\ o / \ \ \ \ _ / PERMANENT POND 2 \ \X J // ✓
\ \ O I 1 \ \ \ \ LIMITS II y \ \_ � - ���,- ` _� / / - / (IN EROSION CONTROL MODE) / \ \ \�,\,
�� \\��� // /(//rU�I -, // / // / ' _ - _- _ 1 ` _
11. INSTALL BERM /DITCH 6 AND DITCH ALONG THE CORP JURISDICTIONAL STREAM 1 TO PREVENT FUTURE RUNOFF FROM ENTERING \ I I / o / ) \ \ \ \ \ \ \ \ ` � \ _ I -\\\\\\\\ \ \ \\� � v _ - ,b \ r r ;JI ( ^�°Z I�� //// / _ - _ - -
THE STREAM. DIRECT THE RUNOFF INTO THE TEMPORARY SEDIMENT TRAP FROM STEP 6. \ \ co o / / ( \ -_ - - \ \ Il \ \ \\ \ �`& - \ _ BERM / DITCH 3 � � � \ b, s . \ \ \ \ 1 1� \ X J I / / ! // / / / - -
\ \ 1 ` / / o / / \ \ \ \\ \ --CC)- \ \�\\11 '\.\.. CB26B / /�. �� 60 \1 \ \}111I I III,, ///// / ----__ -
12. INSTALL SEDIMENT CONTROL MEASURES FROM THE FIRST STORM CROSSING UP TO THE SECOND STORM CROSSING CLEARING \ \ l \ \ / / °° / / \ \ \ \ \ - - - \ Lv�\\\�\\\\ \ \\ �\ \\ ` �i__ � CB 26A _ __ / / J C��' / ' \ 1 \ I 1 \ \ } I /, I I I D n// / / / - \ ` �
ONLY AS NECESSARY TO INSTALL THE DEVICES. INSTALL SILT FENCE, CLEAN WATER DIVERSION SWALES, TEMPORARY DIVERSION \ \ \ \ / / u� } \ \ \ - - �B I \ \ \\\\ \ �\\ ` / - 14 � / \ \ \ \ 1 I J 1 l i ` r / ,U�c� ° / / _
v v - D A \ v v \\ \\\v vA\� v = / �. --- v ^' / I�� I /(I( 1 ' 1 / 'II �� / ��-�- - ��v
DITCHES. INSTALL BERM / DITCH 2 AND DITCH ALONG THE CORP JURISDICTIONAL STREAM 2 AND DIRECT THE RUNOFF INTO THE \ V A - , / \ ��- \ \ VA V A \ v / / O I I I (// !) \ / I) I n � � - _ \
PERMANENT STORM POND FROM STEP 10. \ \ \ \ / o / \ \ \ \\ \\ \� \ \` \ 1 ^ - / / / -_ � I \ I I I' I I ! I I I I n� / - -
\ \\ \ I% -- / �/ �/ -/ �° % \ \ \ --_- �\\ ~ (')//\ R \\ \� \\���� \\cwDHw3 hb�0 --�� /--'�/ ♦ ,4^ \- \\-v- +�X_� �I I / j
I/ ` . 11I� I)�U) � /�/�- -_\ \13. INSTALL THE SECOND CREEK CROSSING WITH 60" RCP. IF CROSSING IS INSTALLED IN A TEMPORARY STATE CONTRACTOR \ \ \ \ '/ / - / °) \ , \ \ \ ' ^ - - -/ -/-\ 4 '�� J \ I I i I I I / I I I , � \ \ \
\ \ - / / - \ - - - \ BERM / DITCH 7 \ ,s \ \\ \\ \�.�� o • - _ S6 +�,1 I I % ! ) I
RESPONSIBLE FOR PIPE FLOATATION PREVENTION. \ \ \\ \ \ _ �, / - �- � \ \ \ 1 \ I \ � \ \\ \ �~\, \ \\�1��� _ a, -� o0 CWD HW 4 � - - - \ CS 2 / / 1 / I II/I ,� / / ( I�j //� I I I III r ' /� ��b �� - \ \ \ \ \
\ - \/ / \ \ \ \\ \\\\ �� - / / /ll f/ / ( I I I I
14. INSTALL THE SILT FENCE AND CUT THE EQUIPMENT PATH TO ACCESS POND 2. EXCAVATE THE POND AND INSTALL ALL / \ \ \ - - -� - -, - - - - - -_ \ r � 1 1 �,'
1 \ �\\ \\\ \ \ o - - - - ' ` - - _ - f -_ \ \ \ / / / 1 i1 // 11 l ' -' / I I I I I I I / \ I I I
\ \ \ - / - - - - \ \\ - -\ ice\ / / - - - - - � �� STREAM / // / / , �\1 (//�� I I 1 �560 I I
TEMPORARY EROSION CONTROL DEVICES INCLUDING BAFFLES, SKIMMER & CONTROL STRUCTURE (PER DETAILS ON SHEET C27). / \ \ _ / - - - - - - \ \ \ 1 1 (, \ \ \ \ �.\ / - ` / 1 _ - - \ UNDISTURBED / / / / �\�\ I l 1 I l / S6
USE THE SPOIL FROM THE POND EXCAVATION TO CONSTRUCT BERM /DITCH 3 ALONG THE EQUIPMENT PATH. J / \ - - ' _ - - \ \ /]\ �/ 1 \ / } \ \\ \\ \ \\ o �� �/ - ' -' _ - \ \ / l l l l I l / / / O
\ - - - - - \ \ I / I I I \ ir:�� \. / \\ / LIMITS , j/ l - / / / / �/ / / ^ \ I 1
1 / __7
- = - - - - - \ \ / /� \ FIELD LOCA� \) \ \ \ h. ") \ \ - :,_ / 7\ \ \\ / / / /%J// / // / / \ \
15. INSTALL BERM /DITCH 7 & 8 AND DITCHES ALONG BOTH SIDES OF THE CORP JURISDICTIONAL STREAM 2 TO PREVENT FUTURE / \ - - _ _ _ _ - - _ - - \ \ \ / // l I I / III STREAM TOP OF s \ \ \ \ \ l \ \\ ` - \ `''�►+; �- ��\ - �� j j / ////I / / I / // / l/ /� / / / / // / / I \
I I - - \ \ \ \ / / % / I 1 / BANK LINE (TYP) I SAS 1 1 \ \ , \ \ -c&�..- \ \ \- // /% r / / \
RUNOFF FROM ENTERING THE STREAM. DIRECT THE RUNOFF INTO THE BERM / DITCHES AND DITCHES FROM STEPS 10 & 14. - i / / / / / / / /
� I - - _ -_- _ \ 1, � / ; I } I \ \ , \ \ l \ \ \ \ \ � \ \ __� _ -/.-. _�.-.:,.-._.._._.-- - \\\ OF FES 2 ^ / / / _
16. INSTALL SEDIMENT CONTROL MEASURES FROM THE SECOND STORM CROSSING TO THE END OF THE ROAD, CLEARING ONLY AS � \ J - - \ \ \ \ \ o \ \ I � ( \ \ \\\ \ \ \ \ \ - �� ^� - - - �- _ - l / // / // III I /f�/ / / / / // \ \ \
NECESSARY TO INSTALL THE DEVICES. INSTALL SILT FENCE, CLEAN WATER DIVERSION SWALES, TEMPORARY DIVERSION DITCHES. \ \ \ \ I I r � - � \ \ \\ \ \ \ / 1 ( 1 \ \ \ \ \ \ \ I 1 \ ( } \ ' � \ \\ _\ \ \ \ - \ - ��~� - l-�+� \\ -' - � _ __� - - � ill ( I " / / / / // / / \ \ `
\ \ �\ \ \ \ \ \ / / I 1 \ I \O� \� \ \ \ - ---- ,�/// I / II l I / / //// / / / / / // \ \
INSTALL THE BERM /DITCH AND DITCH ALONG THE CORP JURISDICTIONAL STREAM 2 AND DIRECT THE RUNOFF INTO THE \ � �-\ I I I \ \ '\ \ \ \ \ - / / I I 1 \ 1 \ \ ( ) I \ \ \ \ \ \ \ ;FIELD LOCATED / I / I } s \ ] I / /�, / / / // i - _\ \ \
PERMANENT STORM POND FROM STEP 10. � __� �� MATCH LINE \ \ \ \ \ \ ) z . ` \ _ \ \ \ \ > \ \ \.\ I 1 1 \ I I / / / // MATCH LINE \ -
_ �� - \ \\ \ \ _ _ ^ / I / 1 \ \ \ \ \ ' I \ \\ \ l \ ) w / - STREAM TOP OF / ' I \ j I( I/// / I j / / SEE SHEEP C08 \ \ \__--� \ SEE SHEEP C08 \ \ \ \ \ �� 1 ) 1 i \ 1 \ ) I S � J \ - BANK LINE (TYP) / / 1 // / r / / \
_ /
17. INSTALL THE SILT FENCE AND CUT THE EQUIPMENT PATH TO ACCESS POND 3. EXCAVATE THE POND AND INSTALL ALL \� \ \\DETAILED EROSION CONTROL PH 1 \ \ \ \\ \ \ _ -� / ° (o / I / , ) I \ \1\ ` \ � ) I r \\ \ \ \\ \ s 12 \ I \ j / \�.�` - _ �/ I / I /! I / I �I I I I I I I // /DETAILED EROSION CONTROL PH 1 \ � -
TEMPORARY EROSION CONTROL DEVICES INCLUDING BAFFLES, SKIMMER & CONTROL STRUCTURE (PER DETAILS ON SHEET C28)---- - - \ \\� \ / - \ \ \\ \ \ \ -_ / / , O, N 1 / ) \ 1 I IIIIII\ \ \\ \ \ I 1 , \ - - \ _ / / / / I I ) / / / / / _ \
USE THE SPOIL FROM THE POND EXCAVATION TO CONSTRUCT BERM / DITCH 4 ALONG THE EQUIPMENT PATH. - \\ \ \ \ �\ \ \ J / % ma I� ` 1 \ \ \ I \ )\ \\ 7 �' �_ ti\ �/.. I % / (I / / / / /
- mm \ \ i - \ \ \ / / i \ SEDIMENT TRAP 1 \ ( \ \\ \\ } �,/ \ I I / I / / / - _ \
18. INSTALL BERM / DITCH 9 AND DITCH ALONG THE END OF THE PROPERTY TO CONTROL RUNOFF FROM EXITING THE SITE. DIRECT - - - \ \ \ \\ \ \ \\ \ \ \ \ \ / J I \ \ I BERM ICH 2 \ \ \ \\ \ I \ \ J \ / / i / / / / / / ' \
THE RUNOFF INTO THE BERM / DITCH AND DITCH FROM STEPS 17. - - - \\ \ \\\ MATCH LINE \ \\\ \ \ -// �L'1 / �� CATCHMENT AREA 1 ` Z \ \ \ \ �\ \ ` \ \ _- , ` - `��' �� . J I / /� / J / // / / / / MATCH LINE \
\\ \ \ SEE SHEEP C07 \ \\ \ /� / w` I i I \ I \ 1 \ \\� \ \ \ \� \\ \ \\ \ I �ci�\� \ `� /_ /) i 1 / /�/ / / ///// / / SEE SHEET C07 \ \
19. MAINTAIN EROSION CONTROL MEASURES THROUGHOUT CONSTRUCTION. \ \ \ \\ DETAILED EROSION CONTROL PH 1 \ \\ \ \ %�/ \ ` / / ` I \ \ 1 \ \ \ \ \ \ \ \ \ \\ �� - - SSS \ \ \ \ T \ - f J / i / ' / /, / / / / / DETAILED EROSION CONTROL PH 1_ \
\ \ \\\� I\\� \ \ \ \ \ �C �/ / 1 �� 1 ) I __ \� \ \ 1 \ \ \ \ -- �, -1 Lam\ <. 22 / // / /
( / // / / / / / / / / / \ \
\ \ \ \ \ \\ \ \\\ \ \ \ \ \ \ \ \ \ // ( I 1 ( � / / � \ ( \ \ \ \ \\ _ - _ �\ } 1 Jam- J , ��� I /� / / / /// / / / / / \
20. FOR REMOVAL OF STAGING AREA: REMOVE LOGGING MATS AND TEMPORARY CONSTRUCTION ENTRANCE. SEED - \ \ \ \ \\ I \ \ \ \ 1 ` ) I ` \ \ I \ \ \\ - J __ i J / / / / / / / / / \ \
\ \ \\\ \ \\\\ \ \I \/\, 1 I , ) , , \ \ --v \ o \� \� f f //��/// // / /,- //// / , � \\\\\\
PERMANENTLYTHE DISTURBED AREA. DO NOT REMOVE SILT FENCE UNTIL GRASS STABILIZATION OCCURS AND WITH APPROVAL, - \ \ \ \
FROM NCDEQ INSPECTOR. \ 1 \ \ ` \ \ \ } \\\ \ \\ 1 I I I \ \ ��/� \ 1 / I / / / i / ( I \ \ \ _ \ rs \� � / - / / / / / / , / // / / // / j /�/ / \ \ �\\
\ `\\ \I } \ II II11 1 \ �/l ` \\ -� / / 1 , � 1 �\ \ \\ \\�\\ \ \\ \�� ss OFFCI\\ \ rl / ///� // // / /// /i/ \
\ 1 I I I I I 7' / \ / SEDIMENT TRAP 1 1 l \� \ \ \ '. - s \ \ 1 ) � / -- �f / // // / // /, / - \� \
I / / / > I \ \ \\ \ \ 6o cs1 \ \ \ \ \ j / 1 �� ///// //�//// ///i , i / -\ 21. SEED AND STABILIZE ALL DISTURBED AREAS AS SOON AS POSSIBLE AND PER THE SEEDING SCHEDULE. \ \ I I I I I I 1 1 I I I I I I I 11142" RCP p7p \ / l - 1 288708 SF ( o° � \ ,\ \ \ \ \ / l - / / / / �/ // // / / / - - \ \ _ -� \
I I I I I I I I I I I \ /// � \\ \ / 6.63 AC / f ( / Q ,2 \ \ \ ( \ \ \ \ � \ \ I \ � � K\ �,, 1 \ � ) ) // � / / // / / / / // /
22. MONITOR SEDIMENT RUNOFF AS REQUIRED. PROVIDE MAINTENANCE AND MAINTENANCE LOG AS REQUIRED. CLEAN I I I I I I 573.80 \ //- \ I as / \ \ ` \ \ ` \ \ \ I I f / / \ / / /// /,, / / //j / / / / - _
I I II I IIII y��� -�� \��\� / � / /, r / ) /, I '\ \ , ,, �� \ l 1� � \ ,,(�� ),; /�%/, //,/ // //,/,,/ ;-//- �_
SEDIMENT FROM SILT FENCE AND SEDIMENT TRAP AS REQUIRED BY NCDENR STANDARDS. 1 I I I . , // \ \ \ \ - / - / / / I 1b r \ \ ,_,� ) \ \ 1 ) I \� i / P, / / // // /z/ / / � _ - 1
\ \ - _ / LIMITS OF / � � / PERMANENT POND 1 Ln / I I 1 /' 1 _ �.� ) { / / / / ��
I I I I I I I I I III \ \ ( / - �\ `/ DISTURBANCE / / 1 I / / ( ) / / ) i J / / / / / / / / /'_ - - - _I _ _
I I I I } ` / _ �� / ( SEDIMENT TRAP 1 (IN EROSION CONTROL MODE) , I I / I /I I / / / / / / / / / / / / / / / -
f I I \ '�� BERM/ DITCH 6 , / / / / / ) � ) \ / I % % / ( / / / / I / r / / - - _
II I I I I I I I I I 1 111 I I\ �C 1 // I \ „ �� - / f /) ) CATCHMENT AREA \ � \ 1 ( \ I I 1/ / l 1 f I_ j �/ / l qt/1�1/1/ l 11 I I / / / f- \\-
I I III I III 1 N\�57. 6 l �% j/ 1 / �/ \,5�6 \ \ / I ) I I I I I/ � f I( /� / /�/ ( I I I I I I I I I( �/ //, / `-
II I IIIII 1I \) ( \\\ \ `� I // / / �/� / PHASE 1 LIMITS OF DISTURBANCE / I I I II I I I I I I I I / �� __/ / \\ \\ �\V
\� \\ ) 1 I//%�lII II 11 1 I I I I I I I( / /
I \ � _ � r / / � / 413,328 SF - 9.48 AC \ 1 I I I I I I I I
I I I I I III I I \ I \�\ \ \�-- - \ / / / / SIN �---- \ ss \ \ \\ •/ / ! I I 11 1111 I I I / �
11/ I I I I III II//III I I I I I y `\\\\ \ ) I ��1\�� �____/��/ / Ln( r ,, / 1 \ \ \ \\ \ s6os \�A \ \\1 II ( / % I ,l , / I� / // I IIII II 11 Ill I I 1 I I I I I I I 1 / /
/ l I I l l l I \\ \ \\ - r / �573- I \ \\ �� \ 1 I I� - I I )/ III I I I I 1 I 11 I /
/ / / /'/ /�// / / / I \ \ \ \\ y I �� \ \\ \_ � �/, r J __ / - I \ \ \\ , o \ \ \ \ \ (/ r / / / // �/ ) I I I I I I 1 I \ \ \ /
�_�// / / J/ / / / \ > \\ \ 1\ l l - \- �_I\ - �i-" ---/ -� , __---572 \ / \ \ \ \\\\\\\\\ \ \\ 1 II �4 / I I ff l�l� l/ //l/Ill l l I I I I I 1 I I I I I 1 1 1 \\\ i I I /
// /� / I / ) 1 � STREAM \ \ \ \�\\`\\\1 � ^ , �-� � -� „�, / � / / I / � � I � �_ � \ \\ � I�II�( \ � \\ I I I l l / // / / 1 1 1 1 I I I I I I I I I `- 1-1
\ / /
- / / / / // ; I \ \�,\
�\\1�\ �,�J �\---��� �! _ - \ \ 1 0 1\1 IU t ` // / / /lI II I I I \_ \ \ J/ / / / // �>\ \ �o � . _ �� �" / - _ / _ r ) ` \ \ \ \ I �\\ \ \ \ I I /// / / / / / I I I I \ \ \ J ( `I
// / UNDISTURBED _ / - \ \ / I 1 1 \\ \\ \ \ I // �/ / / / / / I I I I \
/ / / / / I LIMITS / \ \ \ �� \ ` \ �s / \ \ \ \
,- / // // //, / / ^\\\\�\ C`; `'^� �I / � \ / / 1 \ I\\\\\ \\%\\ t r \ )I�1�/ II// I/ I I I ( \ \ \ \ ) I I
- / / / / I 1 / / / \V \ � \ \�� 1 _ " - - - __ - _/ TEMPORARY / ( l \ \\\\ \ \\�) I I I / / / I ! I / I I I _-, \
/ / / , / / / � � \\ ==-� �� � I / ` I \ \ \ � 1 I ) k I I I I / I \ \ \ \ \ I
/ / / // / ' /) / I 1 / / / / J l` \ \ \ �� \ / � SEDIMENT TRAP I I I \ \' ,\ \ I I I I l l l I _ \ }
/ �/ / ( / , / / /�\��ft� �\�'.\ \-�-_�'o f \- 1J / 1I `/� ) 11 \\\\'\`�1� �1 11111 (I(I 11(` \\\\ \-- - \11 I 1\
/ / / � / / / I / / / / / \ >> \ 1 I. ,-i ' � , l - 5� ' / / � J ` \ \ \ \ 1 III I _II I I ` \ \ \ \ \ - - I I I I \
/ / // / %� �\ 1 I.`� // '/ _ \ �J-//� o �/ /l / \\1 1 11 I. III III I 1\ \ \ _ \\\ \
\� \\\. _ / ))� I 1 IIIU 1 I \ \\ \ \ \ 1 1 \
/ / / // / I/ 1 - \�\\ \. I o \ BERM/DITCHI \b -/ / / ////�%I III /�111��1} 11I `\ \\ \ �� \ \\\\ \
�//,
/ / J I ( / / / / / �\ / o� r - \ \ -_--- J ° _ //�i/11 /' ��_ J 1 1 I II I \ \ \ � 1 \ \ \ \ , \
/, / / I I I I I / FIELD LOCATED 1 - '� \\ \ \ \ �` �� ' � ,56T / - / /� /�i /%% �J \ 1 I `\ \� \ \ \
I r I STREAM TOP OF v I 56 - - ,�, / �. . \. ` \ } I \ _ - - \ \ \
r I I I 1 / III \ \ \\ ..I / / / /Lrr //, ��� � yl ) I 1\1 I I \ \ \� \ \ \
I I I I \ V \ \ II /�'� \ II, 1� \ \ \\ \\\ , \
I BANK LINE TYP 1 \ \ \ (� II 56 �/ / i/ _.~-�� r \ If' \ \
/ ( I I I I 11 ( \ \ ����, ( \\\\\ \\ \ ."`., -\ \ _ - a ���` b // , _///�/(/ -�.�\ --� \ \p. I IIII I\ \ \\\ \ \� \ �- \ \\ \ \\\ \
I I I I ( \ \ L = .. - � � \\ \\\ \ \ CWD HW I \ 60 11 ,_ � 5 1, / / / / � / � � I � 111 \\ \ \ \ / l � �� \ \ \
- - - ' I I } 1 1 \ \ - _ _` - - . \\\\\\ \\\ CWD FESb CWD HW 2 � � - - - / / / - \ ) I 1 ' \1 \ \ // / /%_ �\ \ \ }
\ \ \ -_ BERM DITCHS \\ 9 \ \\ \ \\\---__-- -� /� �� ��' °'D , . ,� \ -� I \ 'li / I I�
/ \ - - - -� • ( \ \ \ \\\\ \\ \ � _�-�.-._.� _/ -,� 1 %� /' S � -,� ,_\ �_ ` ( I I.l I \ 11� (�
I ) _ 1%
\ 1 � J I \ �'11 \ \ - \ �'.� �� ,- �._�;��%% 553 / Z � __ I- } I ( /) 1 I � ) \ \ \ 111 II IllI / \ CHECK DAM
/ / - --� \ �\o \/ 1 \ II \ \ ���_ :� �_\/ / ��_�,''�jrJ� � /J- - > \ 1 ) / ) I `\ 1 } II II I
GROUND STABILIZATION REQUIREMENTS I \ ` _ \ �, \ J f I ) 1 �\ \ \ - �1. \ (\ / .., ; -- - - / -I-) - � \\ _ \ I
I \ V A v \ %i\ ) / ' 11 -� ;�- � ��/\ /_ VA}�)II �( / / / �, Vl I I II11I1111� \
(PER NPDES CONSTRUCTION STORMWATER GENERAL PERMIT NCGO10000) } } I 1 \ \ \ ( I\� z I ( / \ / / J ) \(( \ \ �� \ \ \ \ \ �.�_..J� - �, - ,00 //// /55 \ \ I I) I/ III II ( 1 / (N /) / /�l I II 11 1 \ I(a INLET PROTECTION
/ / I / 1 \ / I � ) l } \ 1 \ \ - \ �: \ N / / \ ( /,%Il / J°N ) /C' / I1 1\\ /
/ I / /- \ 1\� / / /// ) / )1 ___u\ \ � � � / //° I 1 III �Il I t�> l //�/ // /1 )1\ �
/ / / f / - I 1 / J / / �/ / / f \ \ CONSTRUCTION \ -11 - / / /`,/ O I / / / / J \ I ( 1 / / /// I I I �1 \ \
/ / i - , / -' / / J \ \ ^ - STAGING AREA - -- / / / / ( ( ' I II
, , / - / SEDIMENT TRAP 1 V i , / / �/ / �' J // / / \ \ \ � -- - - 'l' � \ �s�fl � / / � �I I� ( \ (( l / I I \ \ \ \ ` �
/ / -_ -- - CATCHMENT AREA - / J \ \ ,� ' � _ \ _ �__ __` - / / i ""\I- / // � l `
\ / / / / / - - - / /i /, /� / / /1 / \ \ _ _\ \ _ - \ - _ /i �-Lo,y,) ) l �1 \ I) I l I l l l l l I `\ 1 \ ( 1
/ / / i __ / Z/ / / / CONSTRUCTION - - \ _ - - - - _ - - // /// � I I. ( I I I I I I 1 1 \ \
\- / - _/ / / / / RC: - / / � / / ENTRANCE - ` - \ - t� �� - -- / /// // , J E \ I \
-� �I / / l� / / 1 \\ �r8 Rom_ - -�/_\ I I / / /�//// /%/� J � i / 1 } 1111 I 111\ \ 1 \ \\
/ / =��16 / a \ �nrc �� - --� �� I / I ///� / i -tIt I! I ) / 1 \ v
�- /I �I �U�, �I II \ \ \ \ \
-�-, ,� J/ 7IEy / ��_,, Re aINV r CWD 5 a \ ��� ---- --� V I ///' l /tn: ` CIA\\ 1 V A \ V v v
/ - - N72�28 47"W R _ _ � - -� J \ \ ) )I I �I 111 I \ 'n I f ` \ \ \
* �� ,T 5 _ - - _=_ _=_ - w 57 - = �� / /J II III+(l1�� \ I 1 l�I/ . 1 / K I f \ \\ \\\\,
- � \ \ - - \� - _ _ _- `� - \) (l/ ( I1 I1 I1 ) I I(I(I i l '1 I \ \\ \ \ \ \ \
" , FAIRVEW ROA° NC HWY 2 8 - -- _ - - FA+R\EW- A9 N-Q14W� 2 8- - _ - - - � 0' ` f \ I / //(/ I) I �I II _ / \� \ \ \ \ \ \
_ -�- -1� ,"_ r- - - -__�- �;�_ 1� S ) II 11/r 1Il'1 )l l / titii r \, \\\`\\ \
\ \ - _ - _ _ ( \ I I I A 1 1 I f i \
\ - \ \'_---_\ � r .` -- __ - - \ \ -- � ��-< 0 . 1 �� sill 1 , \ \ \
\ % \ - \ - �\ / \ - - \ \ RCP i / < . / <, /� _r I 4 I I I 1 \
� p� °per 5g 0 - S9� Sgg &8 cps s66 S8S SB - 58G �i °84 °83 SP Sp S S > -> > > > 5 j 56 9 1� �/ �� - �) 1� I 7% �V / U
s s `s s s �s s vv �� � \ ��- 1v( /� / �� I I i
\ �� ��. 8 6 s , 2 7 -- ` �A �c A C
\ \ \ \ \ A � V A � / A \ V �' V \ - - , ,A - �� �_ \ \ // S
/ _ A V A _ , \:A- O� Q �A V� �\ °M \ 50� I CALL ULOCO
\\ \ V A - / V \ Al 5' %CP A ` A A \ \ \ / �C - - � 1 �t 1 -� 3 BEFORE YOU DIG 1 • CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
\ \ \ \ \ \ \ I O � \ \ \ \ ~ \ \ \ / / / 574 ( \ `� \i\\ /' (( , P° J I APPROPRIATE PARTIES AND ASSURING THAT EXISTING
� A A I \ V A \ V / � , I I � �Q) A \ \ A \ \ V A - j / / s � \ \ V A �� ° / UTILITIES ARE LOCATED PRIOR TO BEGINNING
V A } I v\ \V A / / / / ���-,Qv \\ \ \� V �v v\ \ �_/ /1 l / V 5ID � '*,\ �I ��� I I ��
EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY BASED ON WEATHER OR \ \ \ 1 \ \ \ \ / / / /o ,(,- \ \ \ \ \ \ \ / J \ \ � o \ 1 1 1 (I ( ) I \
OTHER SITE -SPECIFIC CONDITIONS THAT MAKE COMPLIANCE IMPRACTICABLE' (SECTION II.B (2)(b)) v \ V \ V \ \ \ \ 11
\ ( / / / /� �� \ � A \ V A / / \ \ \ \ ��� r� i / �, / )/I =
NOTE. v v \� _� v v v v \ v v \ I // / �� y \ \ v v v A v v--- / V 1 1 / ���� on-���, _ I� S4,
PERMANENT GROUNDCOVER FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR \ _ \ \ \ \ \ \ \ \ ( l l \ \ \ \ \ � \ \ \ / \ } / / / / / / / ,/ ?r,,- ter\) T
� I
DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT. - -- \ \\ \ \ \ \ \ \ I 1 1 \ 1 I // / \ \ \ \ \ \ � / I I / / // / / /b ///� / � , I\ o
v v v v v� 1 1 A ) I '°AII I / / v v v v -' I / / / ( / / // / /// / / l // //
' �-)/; �
\\�\\\ \ \ \\� \ \ \ \ 1 / I Nq� I , \\ -\ \ 1 \ / /// //,///// /////;//ll/ I �\
\ \ , \ \ \ _ \ I I / / / \ ( / / / / / / // /, /. /.. / /✓ / , /
SITE AREA
STABILIZATION
STABILIZATION TIME
DESCRIPTION
TIME FRAME
FRAME EXCEPTIONS
• PERIMETER DIKES, SWALES, DITCHES,
7
NONE
AND SLOPES
• HIGH QUALITY WATER (HOW) ZONES
7
NONE
• SLOPES STEEPER THAN 3:1
7
IF SLOPES ARE 10' OR LESS IN LENGTH
AND ARE NOT STEEPER THAN 2:1, 14
DAYS ARE ALLOWED
• SLOPES 3:1 OR FLATTER
14
7 DAYS FOR SLOPES GREATER THAN
50 FEET IN LENGTH
• ALL OTHER AREAS WITH SLOPES
14
NONE
FLATTER THAN 4:1
(EXCEPT FOR PERIMETERS AND
HOW ZONES)
CONSTRUCTION.
�� __ _ " 2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES
-/ ,- USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY TO
` `�_�- y\ THE PUBLIC.
/ / 3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE
� REPLACED ACCORDING TO STANDARDS OF THE NORTH
�\ h / CAROLINA DEPARTMENT OF TRANSPORTATION.
- , \ �`�4. SHORING WILL BE ACCORDING TO OSHA TRENCHING
\ \ '_1' ~\\ %\ 1-800-632-4949 STANDARDS PART 1926SUBPART P, OR AS AMENDED.
1 C > / 3?` \ \ \ 1 AVOID UTILITY DAMAGE
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REVISIONS:
3-21-19 - NCDOT COMMENTS
6-1-19 - ACOE COMMENTS
9-12-19 - COUNTY UTILITY C(
10-24-19 - NCDOT COMMEN
C06 - EROSION PH 1.DW G
PROJECT NUMBER: 217053
DATE: 08/9/2017 DRAWN BY: HFI
SHEET C06 OF 34
C06 - EROSION PH1.DWG - PLOT: rusty- MON. 12-23-2019 8:55 AM

\ \ \ I I \ \\ , \ \\ \ \ BERM DITCH \ \\\\ —�\r ��— .\\
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REVISIONS:
3-21-19 - NCDOT COMMENTS
6-1-19 - ACOE COMMENTS
9-12-19 - COUNTY UTILITY C(
10-24-19 - NCDOT COMMEN
C06 - EROSION PH 1.DW G
PROJECT NUMBER: 217053
DATE: 08/9/2017 DRAWN BY: HFI
SHEET C07 OF 34
C06- EROSION PH1.DWG - PLOT: rusty- MON. 12-23-2019 8:55 AM

cv
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REVISIONS:
3-21-19 - NCDOT COMMENTS
6-1-19 - ACOE COMMENTS
9-12-19 - COUNTY UTILITY C(
10-24-19 - NCDOT COMMEN
C06 - EROSION PH l .DW G
PROJECT NUMBER: 217053
DATE: 08/9/2017 DRAWN BY: HFI
SHEET C08 OF 34
C06- EROSION PH1.DWG - PLOT: rusty- MON. 12-23-2019 8:55 AM

CONSTRUCTION SEQUENCE: PHASE 2
CONSTRUCTION SEQUENCE PLAN NUMBERS (TYP) O
23. INSTALL PERMANENT STORM SYSTEM FROM FES 5 TO FES 6. DIRECT DISCHARGE INTO THE POSITIVE DRAINAGE.
DIRECT RUNOFF FROM BERM 5 INTO FES 5. UTILIZE INLET PROTECTION, STONE FILTER RINGS OR AN OTHER EROSION
PREVENTION METHODS TO AVOID SEDIMENT IN THE PIPE SYSTEM. REMOVE TEMPORARY 24" STORM PIPE FROM
PHASE EROSION CONTROL PHASE 1.
24. INSTALL PERMANENT STORM SYSTEM FROM FES 10 TO CB 7. DIRECT RUNOFF FROM BERM 6 INTO FES 10. UTILIZE INLET
PROTECTION, STONE FILTER RINGS OR AN OTHER EROSION PREVENTION METHODS TO AVOID SEDIMENT IN THE PIPE
SYSTEM.
25. INSTALL PERMANENT STORM SYSTEM FROM FES 18 TO FES 15. DIRECT DISCHARGE INTO THE POSITIVE DRAINAGE.
DIRECT RUNOFF FROM BERM 7 INTO FES 18. UTILIZE INLET PROTECTION, STONE FILTER RINGS OR AN OTHER EROSION
PREVENTION METHODS TO AVOID SEDIMENT IN THE PIPE SYSTEM.
26. INSTALL PERMANENT STORM SYSTEM FROM FES 24 TO FES 21. DIRECT DISCHARGE INTO THE POSITIVE DRAINAGE.
DIRECT RUNOFF FROM BERM 8 INTO FES 24. UTILIZE INLET PROTECTION, STONE FILTER RINGS OR AN OTHER EROSION
PREVENTION METHODS TO AVOID SEDIMENT IN THE PIPE SYSTEM.
27. INSTALL PERMANENT STORM SYSTEM FROM FES 37 TO FES 40. DIRECT DISCHARGE INTO THE POSITIVE DRAINAGE.
DIRECT RUNOFF FROM BERM 9 INTO FES 37. UTILIZE INLET PROTECTION, STONE FILTER RINGS OR AN OTHER EROSION
PREVENTION METHODS TO AVOID SEDIMENT IN THE PIPE SYSTEM.
28. INSTALL REMAINDER OF PERMANENT STORM DRAINAGE SYSTEM. UTILIZE INLET PROTECTION, STONE FILTER RINGS OR
AN OTHER EROSION PREVENTION METHODS TO AVOID SEDIMENT IN THE PIPE SYSTEM.
29. CLEAR THE REMAINDER OF DISTURBANCE LIMITS. LOT ON THE DOWNSTREAM SIDE OF THE ROAD SHALL INSTALL SILT
FENCE AT THE LIMITS OF DISTURBANCE PRIOR TO LOT CLEARING.
GENERAL NOTES:
1 . NO ON -SITE BURIAL FOR DEBRIS.
2. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE EROSION CONTROL
ORDINANCE AND IS SUBJECT TO A FINE.
3. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF THE
EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
4. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAYBE REQUIRED BY A REPRESENTATIVE OF THE
EROSION CONTROL INSPECTOR.
5. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH N.C. EROSION AND SEDIMENT
CONTROL PLANNING AND DESIGN MANUAL, U.S. DEPT. OF AGRICULTURE, U.S. SOIL CONSERVATION SERVICE.
6. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND
STRUCTURES TO MINIMIZE EROSION. THE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH THE NCDENR
EROSION INSPECTOR SO THAT PERIODIC INSPECTIONS CAN BE PERFORMED AT APPROPRIATE STAGES OF
CONSTRUCTION.
7. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS NECESSARY TO ACHIEVE
EROSION CONTROL ON LARGE DENUDED AREAS AND ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE
CONSTRUCTION SEQUENCE SHOWN ON THE PLAN.
8. EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO THE COMMENCEMENT OF ANY
SITE WORK OR EARTHWORK OPERATIONS, SHALL BE MAINTAINED DURING CONSTRUCTION, AND SHALL REMAIN IN
PLACE UNTIL ALL SITE WORK IS COMPLETE AND GROUND COVER IS ESTABLISHED.
9. STOCKPILES SHALL BE SURROUNDED ON THEIR PERIMETERS WITH SILT FENCES TO PREVENT AND/OR CONTROL
SILTATION AND EROSION.
10. TOPS OF STOCKPILES SHALL BE COVERED IN SUCH A MANNER THAT STORMWATER DOES NOT INFILTRATE THE
MATERIALS AND THEREBY RENDER THE STOCKPILE UNSUITABLE FOR FILL USE.
11. ALL DISTURBED OR EXPOSED AREAS SUBJECT TO EROSION SHALL BE STABILIZED WITH MULCH OR SEEDED FOR
TEMPORARY VEGETATIVE COVER. NO AREA SUBJECT TO EROSION SHALL BE LEFT DISTURBED AND UNSTABILIZED FOR
PERIODS LONGER THAN IS ABSOLUTELY NECESSARY TO CARRY OUT THAT PORTION OF THE CONSTRUCTION WORK
OR SIX MONTHS AFTER SOIL HAS BEEN DISTURBED WHICHEVER IS LESS.
12. INLET/OUTLET PROTECTION SHALL BE REQUIRED FOR ALL CULVERTS/PIPES/INLETS/OUTLETS LOCATED WITHIN THE
AREA OF DISTURBANCE UNTIL THE SITE IS FULLY STABILIZED.
13. ROCK CHECK DAMS SHALL BE CONSTRUCTED AT ALL EXISTING & PROPOSED CATCH BASINS LOCATED IN FILL
AREAS & SUBJECT TO STORMWATER RUN-OFF FROM PROPOSED FILL AREAS DURING CONSTRUCTION, OR AS
DIRECTED BY THE OWNER/ENGINEER. NO SEDIMENTS SHALL ENTER THE ON -SITE OR OFF -SITE DRAINAGE SYSTEMS AT
ANY TIME.
14. ALL PROPOSED SLOPES STEEPER THAN 3:1 SHALL BE STABILIZED WITH EROSION CONTROL MATTING S75 OR AN
APPROVED EQUIVALENT BY THE ENGINEER AND PROTECTED FROM EROSION.
15. DISPOSAL OF ALL DEMOLISHED MATERIALS IS THE RESPONSIBILITY OF THE CONTRACTOR AND MUST BETAKEN
OFF -SITE IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL MUNICIPAL REQUIREMENTS.
16. THE AREA OR AREAS OF ENTRANCE AND EXIT TO AND FROM THE SITE SHALL BE MAINTAINED IN A CONDITION
WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO ADJACENT RIGHTS -OF -WAY. ALL SEDIMENT
SPILLED, DROPPED, WASHED OR TRACKED ONTO ADJACENT RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY.
1 7. SEDIMENT BASIN SLOPES SHALL BE STABILIZED AND SEEDED IMMEDIATELY AFTER CONSTRUCTION.
18. TEMPORARY DIVERSIONS SHOULD BE USED AT THE END OF EACH WORKING DAY TO DIVERT STORMWATER AWAY
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3-21-19 - NCDOT COMMENTS
6-1-19 - ACOE COMMENTS
9-12-19 - COUNTY UTILITY C(
10-24-19 - NCDOT COMMEN
C09 - EROSION PH2.DWG
PROJECT NUMBER: 217053
DATE: 08/9/2017 DRAWN BY: HFI
SHEET C09 OF 34
C09- EROSION PH2.DWG - PLOT: rusty- MON. 12-23-2019 8:56 AM

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3-21-19 - NCDOT COMMENTS
6-1-19 - ACOE COMMENTS
9-12-19 - COUNTY UTILITY C(
10-24-19 - NCDOT COMMEN
C09 - EROSION PH2.DWG
PROJECT NUMBER:
217053
DATE: 08/9/2017
DRAWN BY: HFI
SHEET C 10
OF 34
C09- EROSION PH2.DWG - PLOT: rusty- MON. 12-23-2019 8:56 AM

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REVISIONS:
3-21-19 - NCDOT COMMENTS
6-1-19 - ACOE COMMENTS
9-12-19 - COUNTY UTILITY C(
10-24-19 - NCDOT COMMEN
C09 - EROSION PH2.DWG
PROJECT NUMBER:
217053
DATE: 08/9/2017
DRAWN BY: HFI
SHEET
1 OF 34
C09- EROSION PH2.DWG - PLOT: rusty- MON. 12-23-2019 8:56 AM

ROAD PIPE SYSTEM CALCULATIONS ' ,,-------------- `----- ` �'" ` `�`` \��\� \� - _ _ __ -- I I 1
LinelD
Grnd/RimElev Up
Rim-Hw Line Length
DrainageArea
TotalArea
RunoffCoeff
IncrCxA
TotalCxA
ilnlet
CtCaptured
TotalRunoff
LineSize
CapacityFull
VelDn
InvertUp
InvertDn
Line5lope
VelAve
NorthingY
- Eastingx -
(ft)
Iftj
(ft)
(acj
(acj
{C)
{in/hr)
(cfs)
(cfs)
lin)
{cfs)
(ft/s)
(f0
(ftj
(%)
Ift/s)
Iftj
(ftj
CBIB-CB17
571.99
3-54
28-67
1.31
1.31
0.60
0-79
D-79
8-02
6-30
6-30
15
9.11
5-73
567-44
566-87
1-99
5-82
519715-46
1525343.78 '
CB17-CB16
573.36
5-44
25-12
0.12
1.43
0.60
0-07
D-86
8-02
0-58
6-85
15
9.11
6-73
566-87
566-37
1-99
6-48
519695-02
1525363.89 -
CB16-CD16A
573.69
6-35
56-07
0.12
1.55
0.60
0-07
D-93
8-02
0-58
7-41
24
55-37
12-26
566-37
563-01
5-99
8-60
519677-14
1525381.53 -
CB16A-CB16B
568.22
6-67
99-59
0.08
1.63
0.60
0-05
D-98
8-02
0-38
7-67
24
16-03
4-70
560-57
560-07
D-50
4-84
519635-31
1525418.87
C816B C616C
566.35
5-25
95-66
0.20
1.83
0.60
0-12
1-10
8-02
0-96
8-40
24
16-02
3-77
560-07
559-59
D-50
4-45
519597-54
1525511.02 -
C616C-FE515
563.57
2-64
31-14
0.04
1.87
0.60
0-02
1-12
8-02
0-19
8-40
24
12-16
5-14
559-59
559-50
D-29
4-72
519532-40
1525581.08 -
CB27-CB26
568.69
6-60
10-36
0.92
0.92
0.60
0-55
D-55
8-02
4-43
4-43
15
9.19
3-61
560-64
560-43
2-03
3-61
519931-61
1525594.07 _
CB26B-CB26A
567.47
3-74
21-02
0.69
0.69
0.60
0-41
D-41
8-02
3-32
3-32
15
9.13
4-39
563-00
562-58
2-00
4-41
519886-82
1525530.70 -
CB28-CB29
572.26
6-03
13-13
1.55
1.55
0.60
0-93
D-93
8-02
7-46
7-46
15
6.43
6-08
564-34
564-21
D-99
6-08
520020-32
1525679.57
CB23-CB22
570.08
4-59
26-13
0.09
0.09
0.60
0-05
D-05
8-02
0-43
0-43
18
7.69
1-47
565-25
565-11
D-54
1-90
519788-65
1525495.93
CB22-CB26A
570.03
4-59
95-25
0.09
0.18
0.60
0-05
D-11
8-02
0-43
0-81
18
17-11
0-93
565-11
562-58
2-66
1-84
519805-73
1525476.16
CB26A-CB26
568.05
4-73
71-71
0.06
0.93
0.60
0-04
D-56
8-02
0-29
3-75
18
18-18
2-15
562-58
560-43
3-00
3-23
519871-49
1525545.07
-
C 631 C63D
7 4
5 6.D
5 6 7
4-
1 83
1.D0
1.00
0 60
0 6D
D 6D
8 02
4- 81
4- 81
15
12 99
5 06
569 48
568 88
4- 04
5 11
520101 64
7
1525 59.95
CB30-CB29
573.88
4-09
116.91
0.04
1.04
0.60
0-02
D-62
8-02
0-19
4-99
15
12-91
4-07
568-88
564-21
3-99
4-66
520090-51
1525769.75 �
CB29-CB26
569.86
4-38
125.15
0.07
2.66
0.60
0-04
1-60
8-02
0-34
12.53
24
39-31
5-14
564-21
560-43
3-02
5-54
52OD08-89
1525686.04 \\
CB26-CB25
567.23
5-35
24-38
0.11
4.62
0.60
0-07
2-77
8-02
0-53
18.36
30
40-69
8-08
560-43
560-19
D-98
7-15
519921-53
1525596.44 ,\
CB25-JB25A
567.22
6-14
121.24
0.27
4.89
0.60
0-16
2-93
8-02
1-30
19.38
30
41-14
4-88
559-59
558-37
1-01
5-61
519903-78
1525613.16 \
1B2SA-JB25B
564.05
3-79
229.30
0.00
4.89
0.00
0-00
2-93
0-00
-
19.12
30
22-33
4-59
558-37
557-69
D-30
4-78
519824-33
1525704.73 `
JB25B-FE521
561.27
1-60
61-97
0.00
4.89
0.00
0-00
2-93
0-00
-
18.63
30
22-71
6-25
557-69
557-50
D-31
5-73
519667-96
1525872.44 \,
FE537-CB38
566.06
3-77
27-50
0.68
0.68
0.60
0-41
D-41
8-02
3-27
3-27
15
6.52
2-83
561-56
561-28
1-02
3-62
520324-71
1525992.58 '
\
CB38-JB39
569.03
6-63
15-89
0.11
0.79
0.60
0-07
D-47
8-02
0-53
3-78
15
4.29
3-94
561-28
561-21
D-44
3-94
520298-33
15260DO.34
CB34-CB35
571.48
4.26
19,22
0.61
0.61
0.60
0.37
0,37
8.02
2,93
2,93
15
9.06
2.78
566.53
566,15
1,98
3,51
520260A4
1525920.50 1\
CB32-CB33
574.80
4.22
19,21
0.73
0.73
0.60
0.44
0,44
8.02
3,51
3,51
15
9.09
4.39
569.92
569,46
1,98
4,46
520172.37
1525839.10
\`
CB33-CB35
573.82
3.59
94,68
0.04
0.77
0.60
0.02
0,46
8.02
0.19
3,69
15
12.07
3.50
569.46
566,15
3,50
4,06
520176.18
1525956.91 \
CB35-CB36
570.91
3.76
23,99
0.05
1.43
0.60
0.03
0,86
8.02
0.24
6,72
18
18.19
5.18
566.15
565,43
3,00
5,27
520241.80
1525925.17
CB36-JB39
570.91
4.45
94,17
0.09
1.52
0.60
0.05
0,91
8.02
DA3
7,11
18
24.51
12.01
565.43
56a30
5,45
9,75
520224.62
1525941.92
JB39-CB39A
569.00
9.64
71,19
0.00
2.31
0.00
0.00
1,39
0.00
....
10.65
24
16.31
3.65
557.61
557,24
0,52
3,97
520287.53
1526012.00
CB39A-CB39B
562.97
3.98
124.36
0.14
2.45
0.60
0.08
1,47
8.02
0,67
11.15
24
12.34
3.89
557.24
556,87
0,30
4,00
520253.69
1526074.63
CB39B-FE540
559.12
0.54
77,38
0.24
2.69
0.60
0.14
1,61
8.02
1,15
11.99
24
12.60
5.84
556.97
556,63
0,31
5,22
520163.50
1526160.25
CB1()-CB9
567.96
1.66
37,94
1.39
1.39
0.60
0.83
0,83
8.02
6,69
6,69
24
22.64
2.13
563.05
562,67
1,00
2,13
519215.59
1525065.93
CB76-C87
569.70
3.04
25,06
0.09
0.09
0.60
0.05
0,05
8.02
DA3
a43
15
6.45
2.98
566.40
566,15
1,00
2,69
519138.35
1525084.23
CB2-CBI
570.91
2.39
26,09
0.07
0.07
0.60
0.04
0,04
8.02
0.34
a34
15
4.56
0.30
567.58
567,45
0.50
a32
519050.60
1525032.02
CB12-CB11
574.78
5.00
24,13
0.96
0.96
0.60
0.58
0,58
8.02
4,62
4,62
15
13.85
3.76
568.91
567,80
4,60
4,41
519357.06
1525074.87 I
I
CB5-CB4
572.43
1.42
17,93
1.34
1.34
0.60
0.90
0.80
8.02
6,45
6,45
15
6.47
5.25
568.91
569,73
1,00
5,25
519000.07
1524909.13 1
CB4-CB3
573.35
2.94
25,62
0.11
1.45
0.60
0.07
0,87
8.02
0.53
6,96
15
10.21
5.67
568.73
569,09
2.50
5,67
518987.86
1524921.26
CB3-CBI
573.27
3.41
127.32
0.11
1.56
0.60
0.07
0.94
8.02
0.53
7,47
18
7.45
4.80
568.09
567,45
0.50
4,80
518967.36
1524936.63
CBI-CB7
570.95
2.43
118.30
0.07
1.70
0.60
0.04
1,02
8.02
0.34
7,71
18
11.01
6.74
567.45
566,15
1,10
6,21
519029.71
1525047.64
CB14-CB13
580.15
7.29
26,09
1.19
1.19
0.60
0.71
0,71
8.02
5,72
5,72
15
6.45
5.50
571.90
571,64
1,00
5,56
519503.74
1525132.25
CB13-CB11
575.87
3.24
153.46
0.06
1.25
0.60
0.04
0,75
8.02
0.29
5,99
15
10.21
4.88
571.64
567,80
2.50
5,32
519483.72
1525149.98
CB11-CB9
572.85
3.79
151.98
0.09
2.30
0.60
0.05
1,38
8.02
DA3
10.81
18
16.60
6A2
567.90
564.00
2.50
6,47
519340.91
1525092.80
CB9-CBS
570.00
3.81
24,08
0.09
3.78
0.60
0.05
2,27
8.02
DA3
17.48
30
40.94
3.56
562.67
562,43
1,00
3,56
519188.93
1525092.93
CBS-CB7
569.98
4.27
55,12
0.22
4.00
0.60
0.13
2,40
8.02
1,06
19.42
30
28.70
3.75
562.43
562,16
0,49
3,75
519185.75
1525116.80
CB7-CB7A
569.69
4.42
84,91
0.10
5.89
0.60
0.06
3,53
8.02
0.48
26.28
3fi
36.91
4.75
562.15
561,89
0,31
4,90
519131.29
1525109.27
CB7A-FES6
567.34
3.26
131.54
0.12
6.01
0.60
0.07
3,61
8.02
0.58
26.46
3fi
36.32
6.59
561.99
561,50
0,30
5,99
519102.91
1525188.30
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\ \ I I I I 1 1 \ \ \ I \1 I / IIII / \ / , I � \ \\ ` (, a' h 1 �l l
ti / �b CB 29 / \ \ \ \ \ \ \ \ \\ \\\ \) Jr
\ \ I I I I I I l/ /lj I ,� . __-_- _-' / / O --' , - _ -' I I I ) \ \ \ \\ \\ ///_L J) \ r /i /'`\ I r --`_
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\ \ I I I I I I 1 \ \ 1 I I I 1 \ '///// / ` _\_ _ ___ , ' / / / N ,� I \ \ \ \ \ \\\ l I lI \` ,
\ I \ \ \�-'////// // ` _--' .� oo - / / r / / i` / � I \ \ \ \\ \ \ 1 \ \ I 1\ , /,/�\ / / -
ROAD PIPE SYSTEM TABLES \ 1 . 1 I I I I 11 I )I 11 I I I 11 'I . 'I I � \\ '` ! I/Ir// ///�� :\ \ s7s�_`�_ - x ' ' r Lor:18 L(, , I 1 , \ \\ , I , I I , 1 -_/ . / / ,-
1 I I / // _ _ - - � I I / r , /
\\ \ I 11 11 I I I I I I I \ \� \ _-_\ \ `� : i'i'//� ), \ \ �`- � �_�_� L r / SF . 42011 I \I /' b /I / I I I / I / I ' /-----
STORM STRUCTURE TABLE STORM STRUCTURE TABLE PIPE TABLE I \ \ ' I ', ' I __ ` `// / ;, �.� �.� \ I 1,) /\ / I, I 1 1 / l/, , I l\" ` /' //'/' /' / '
I I I I I I I I I I I I I I I I I 1\ \ ` \` /�/ /'/ ' ` _\ \ ` I S / tr°� 1 i 1 I 1% /' /V' /"� // /' ,- -
\ \ \ - `, ✓ 1 /////,/�' I\\ ``� \ \\\-�\ _ _, O / / / r � I 1 SS /' `' - � c C) , Il''/ i /f , , f ^y I/ ,/ r r /-
I \ \ \ 1 I l 1 I \ ` _ \/ Y1 // \ !\\ --_ `� �_ -_\ __ d �\ , r-� I , _ 1 , I 1 s ,/ / / _ 'r'D` 7 /ice / / 3 [�// / / / , ''
STRUCTURE NAME STRUCTURE DETAILS STRUCTURE NAME STRUCTURE DETAILS NAME SIZE LENGTH SLOPE MATERIAL i I I I i i \ \\ `\ \`______ ` '\ /'/` ; C/ `\\��\```-_ \� LOT:9 - -kb - CB 27 �' ' r '` \` _ ' I 1 60 <'<\' /_ ' �; 0 ' -/ I' i I� �/ /,/ I / ' ' ' ' ' / --
I \ \ \ _ \ \ \�� \ _ \ --Q' CB 25 (DOUBLE) / / / ,/ / \__ _ / 1 I 1 . . - i \ \ / / / / J , // I / , / ,/ /
RIM=570.95 RIM=570.03 CBl CB7 18" 118.3' 1.10% RCP \ I \ \ \\ ` `\ ____- _\ ('%\ ///fl \\\�[`` \ \ ` `\\ SF:65407 / / r _ �\ I \`,� t - / ,' / // ,,) �\\� ,� / ///, // / s
\ \ \ \ \ \ �_ ,-- CB 26 DOUBLE - - ,�' I I \\ , / / / / / /' \, /i / / / / ,//
CB2 CBl INV IN = 567.45 CB 22 CB23 CB22 INV IN = 565.11 `\ N \ \ \ \ \ `\ `\ \ `------__ \ y �` 1,( \ , \\\ ` \ , \ _ / LOT: 19 \ \ `/ �` - / / / / / / f / t /, '
CB l O J \ \ \ \ ` \ \ \ ` `, P 1 \ \ \ \ \ \ \ - \ _ -\ J / SF : 42036 - / / ` ,` \\ \ \ - / , / r / ) / / / , / ,'
CB3-CB1 INV IN = 567.45 CB22-CB26A INV OUT = 565.1 1 CB2-CB1 15" 26.1' 0.51 % RCP ) I O ) \ \ \ \ \ \ \ -� \ \ \ \ \ \ \ \ ! ` \ - /- _ \ \ \ \ � �� / , �. °D / / / / r ,
CBl CB7 INV OUT - 567.45 r/' o 01 V ` `--------_� V ` v `(I- ` vv v v vv \ _ \ _ - ,JB 25A / d v 1 v 1 , ,) r , I / ; ) / / / / / _,-
RIM = 570.08 CB3 CBl 18" 127.3' 0.50% RCP / A ` ` v ,-' _--- 60 \ v v v v A I I v I 1 , ' t v ,\ ' l / / I ' ' '
v o ____ A `�/ v v vv HEADWALL 3 100 YEAR - - CB 26B - - 1 I + ) I I I I ' 4/1 p ' �� 1,,/ / / / / / // //
CB23 v v / ,' co o, / / v \ v v v v v _, v _ /tl v\ v v � A � _ � � k�- � - ....f _ / 1 v � I v v ( I 1 � � 5 / // / /
CB 2 RIM = 570.91 CB23-CB22 INV OUT = 565.25 \ v v / / o / 1 v v v v A v _--- v v \ v I. v v v \ INUNDATION ELEV = 562.47 --- CB ' _ - - - --��i _ _ - v 560 v I v ,1 1 1 I1 I I I r 1 I , p ,t- / / / / ' /
CB4-CB3 15" 25.6' 2.50% RCP v `__'' / v v vv v v v \ _ . v /fl v `� v vv1` �__- - v / v �v v I I \I+ I \� , va / , ' ' i
CB2 CBl INV OUT = 567.58 \ \ / / r �� i \ \ \ ---- �` \�\ \ ` \ \ : \ \ \ - / h\ 'o \ _-'-' __ \ I i / \ _ / , /
/-\ l - / ,
RIM = 567.22 \ \\ - / \\ \ \ \� \ `-� `\ \ ( \ \ \ \ \ `\\ \ \ \ \ \ \ - o / ' - - ---- I / `/ \ ✓ , J / 1 I , �/ l \ \ / �-) / /
\ \ \__-_ \ \\\ \ \ \\ \\'- -_\\\\ / ` , / /^ . ,-- / \ VI I I II /111 IIII l ) I /I I I,0, �N /
RIM = 573.27 CB 25 DOUBLE CB26-CB25 INV IN = 560.19 CB5 CB4 15" 17.9' 1 .00% RCP \ \ --' / / o / \ \ \ \ � \ \ \ \ \` \'- \ \\\ T - - / / - __- \\ \ / 1 1 I I / n
( ) v A -/ ,-'�' ,, /ID V A \ ��)V A A \ Vvvv`\`�``� AAVA CB22 h--�'�- _. / - //1 I I, / , emsA ��� ,
o v v A vvvv -\vvvv . v A b _ /- -' / v I/ f l ,I,1 �Q� /
CB 3 CB4-CB3 INV IN = 568.09 CB25-JB25A INV OUT = 559.59 vv vv A - / ' / ° J v v v A v % ` 1 I/ v , v v ` " , ` vv _ ' / _ FES 21 _ _POND 2 I I / / ( I I IIIII 1, / r A � wv _ I I I IIIII ( I 1 , - ,
CB3-CB1 INV OUT =568.09 CB7-CB7A 36' 84.9' 0.30% RCP -- - -_� v vv --`-I \ I� 1 \__ ,_ v __ --- ` - - /
v I v v CWD HW 3 _ r /-' -' / �` / i i i 1 r h i 1 `n
v v v v 1v v v CB 23 0 ,/ J . I / / I
_/ v v v �- i A v_ ��� vv vv v '� LOT:20 _� / -- `� fib. / -' . r I I I I �j
RIM = 567.23 v` ``__ _-- v v ---- - = `--
CB7A FES6 36" 131.5' 0.30% RCP -' v v v v - - _
V /I l,/ V , ` A I ` �\ � vv vv � ��`��` / /� _-' v � I / I Il I I III l / l j / l __, I1 I I I 1 �
RIM = 573.35 CB29-CB26 INV IN = 560.43 - - �` I / I v v\ v� v v / CWD HW 4 `__ = SF : 60090 _ -'v CS 2 , , l / I U r( - , 1 I 1 I I I /
-i'_' 1 I I T:7 v v v -,-_� JB25B ` S S // Illl / A A tl rfl / I I I I I I
\ \ `___-' -' -- r- \ `-----�_`\ \ \ ( \ \ \ \\ \\\\ \ \_� -\ - , , - 60 - 6p / / / l l l/, r ,i _II, / I I I I /
CB 4 CB5-CB4 INV IN = 568.73 CB 26 (DOUBLE) CB27-CB26 INV IN = 560.43 - / _ ` \ 1 \ 1\ . 3379 \ \ \\\ `,\\ \ I _ STREAM IMPACT #2 - ;__ -\ ` ,/ / /'' I / l l // lJII!l / �� / / I f I I i /
CB7BCB7 15" 25.1' 1.00% RCP \ _------------ - /I \ bb \ \ \ \\ \�- b o. �'c __ - - ' \ ' / / lI IrI llI / I / r / /� J I I 1 1 I I /
CB4 CB3 INV OUT = 568.73 CB26A CB26 INV IN = 560.43 �� \ i / -\t \ \\ \ \ \h- N\\ 71 LF - - _ \ �/ / , / // - \ I I I I ) I 1 /
CB26-CB25 INV OUT = 560.43 \ - __ - \ \ /I/r \ I 1 \ , b I ` \ \ \ \ \ I`. . __�.R._._. /" ---\ _ - - /--`_ ----- - \ \ ` _ / , / /, /// /// l / / / \ �;j/ l l / I J [ / /
CB8-CB7 30" 55.1' 0.50% RCP __--___ _ \ / I \ / \ \ \ - - _ - ,- `-- - _ - / / / / /r 1 )/ , /
CB5-CB4 NV OUT = 568.91 RIM = 568.05 _\ _--------' _---- I / ) ` _ J _ - \ \ - ' / / / / \ /,�/ // /
CB5 ` \ /�/ r �\ \ \\ \\\.\ \\� �\k.-� , �-� \\ \ / / //ll -ii, / �'J'/i� l '1/ I / / I / //
_ e L / / / /// // �.
CB9-CB8 30" 24.1' 1.00% RCP - __ _--- \ \ \ /r /1 ,/ 1 / \ \ ` \ Q •h z \` \ -!_-=:1__'. -- ` \\ - / , r / //!r / / I / ,- '`'l� l / l // I / / I / /
CB26B CB26A INV IN = 562.58 \_ _-' - _ \ \ \ 1 ( I \ \ \ ' _ , _ - `\ 1 _ _ _ / , / ,/ , , , , / / / /
CB26A --- --- �� \ \ \ \ //// I I 1 /, l \ 1 / I 1 I \ h` /I. 1 \I `\ \ `I \ \ �_� / - _-� _ ` `. / i / // //// l / /vI / / / / / r
RIM=569.69 - _ /r \ - __, _`\\. _ - �_ , , // , / r ) / / ,
CB22-CB26A INV IN = 562.58 CB10 CB9 24" 37.9' 1 .00% RCP - \ \ \ \ I/ I 1 ( I I \ I / t \ \ \ \ \ \ ` t -`��_ - / , _ \ _ - _-_�_ , of ' / / // / // ( ,I w / / / ' / / / // / / . / / / /
_ \ \ \ \ \ / /// f I \ \ 1 \ I t \ \ \ \ \ I - -- r - \� `= - , ////lrl' r rr1rl (/� ---' / / / / / ,
CB8 CB7 INV IN = 562.16 CB26A-CB26 INV OUT = 562.58 f--- -- \ \ \ \ \ / y / // \ \I II I \ \ \ \ \\ I oo \ \ \ \\ \ \ \ `- \\ \ =\c g --- ;._=� _.` - --- \ \- _ l r / l J i I . _- / // / I /, / / / , / /
CB 7 (DOUBLE) CBl CB7 INV IN = 566.15 ---- -- `\ \ \ \ \ � // \ \ \ \ \ \ \ _ ` - __Y'_ �-7 OF FES 2 -_Ij _ / / / 1 I I I / / / / r
CB11 CB9 18" 152.0' 2.50% RCP \ / \ \ \ CB 18 \ CB 16 \ \ \\ -C, _ ���\ -- � / / / // / 1 11I / / / / / / / / / /
CB7B CB7 INV IN = 566.15 RIM = 567.47 /-' -- \ \ \ `� / , I \) ( \ \ \ `\ \ _ - ` �_---_-- r. _ _ ,-- / 1 I . l t 5, / / / / / / I / / /
CB26B \ \ r / / I I \ \ 1 I LOT:6 \ _ '\ \ \ _ <_� . ____ _ / / I11I /, / / / / r
�� MATCHLINE /') I 1 1 , . I 1 \ CB 17 CB 16A 16B \ --- \ �\ _ ------
CB7 CB7A INV OUT = 562.15 CB26B CB26A INV OUT = 563.00 CB12 CBl 1 15" 24.2' 4.59% RCP \ \ `\ _ \ \ ` \ ` ` \ - -- `-____ `-✓ / / I / / ( \ MATCHLINE ,
�� \ `\ --' /i / O / I 1 SF :40531 \ LOT:21 \ \ ` ` \ \ \ i � `` `- / \ I ,
` \ \ / I \ \ \ \ \ \ \ \ \ \ \ \`, /� ` --- `--/ I II
RIM=567.34 RIM=568.69 CB13 CB11 15" 153.5' 2.50% RCP SEE SHEET: C14 \\ `\ \` //, \ 73384 \ I \ \\ l \- \` �\ J//// I 1 \ SEE SHEET: C14 ,/ /
CB 7A CB7 CB7A INV IN = 561 .89 CB 27 CB27 CB26 INV OUT = 560.64 `� `\\ _ /'/ i r d ) ( \ `` \ ` `CB16C `\ 1 ` '' , ` `--� i i I /
\DETAILED GRADING & DRAINAGE PLAN\ _ / \ \ b� I - ( 4=�__.__._ __---\\'`--\-`J/// DETAILED GRADING &DRAINAGE PLAN ,
CB7A-FES6 INV OUT = 561.89 CB14 CB13 15" 26.1' 1 .00% RCP \\ \ \ \ \ - \ , � 1 1 \ < o \ \ FES 15 / \ \ �,4 _ / / r I / I ' / ' ' / ' / / /
\\ \ \\ \ ' `\� ` \ ` \ \ - � / r// I � � I l \ \\ \ I \ \ \ _ I I / \ ) \ -7�- _`\__//// I /1 / 1 / I / / /
CB 28 RIM = 572.26 \ \ \ \\\ \ \\ \\ / / \ \ \ \ \\ \ \ \- '� , , ) � N I I l \ 1 \ \ o I \ \ \ O � \ \\ I ' I \`\ I�'''�'�� \ - ` I/ I -) , , / // I I I I , / / I l I / /
( ) RIM = 569.70 CB28-CB29 INV OUT = 564.34 CB16-CB16A 24" 56.2' 6.00% RCP ���\* w � i 0-` I� M �� IR a�Im IN� / M E N �' a m rt '* W m IR * � M NJ IN M-M oi` IIII A M, w M W •0},/0 FlIi �y �I0
CB 7B DOUBLE \ \ \ \ \\ \ \ \ / , \ \ / ,
CB7B CB7 INV OUT = 566.40 \ \ \ \ `\ \ \ \ \ \ \ / _ \ \ \ \ \ <v / / / I � LOT: 5 I `\ \ ` \ \ \ \ \ ` ) \ ` / / / - _ / / / / / I / / /
\ \ \\,\ \\�\\\.\ `\ \. (, -` \\ \ \ \\ \ ��) -' / \ ( \ \ \ \ \ \ \ ` \ _ `\ 1 ` / ' I l , / J
RIM = 569.86 CB16A CB16B 24" 99.6' 0.50% RCP \ \ `\ `\ �/ / , SF : 42525 k 1 0 ` ` \ \ ` ` \ `, ;;r-�,,�, l / / '' /,'
tit / b I \ \ \ \ \ \ \ \ \ \ \ -- ( I r' /
RIM=569.98 CB30-CB29 INV IN=564.21 MATCHLINE � / I } ` ` ` \ \ ` �` t1 MATCHLINE /
CB29 \ \ \ \ ` ``� -/ / \ � V � , � 1Q I \ � � \ ` \ \ \ \ \ `\ \ \ l �, -,_ `\`\� �- II I
CB 8 CB9-CB8 INV IN = 562.43 CB28-CB29 INV IN = 564.21 CB16B-CB16C 24" 95./ 0.50% RCP ` \ \ \ `_ ,� I / ) - _ 1 / l Lo / O ` P ` \ \ ` \ \\ ` \ ` \\ _ - I r ' 'l/AI ' '
` SEE SHEET: C13 ' ` '\/ II \\ / ( / l I ( O \I \ 1 \\\ `\`\` +`�: `\ \ \I j ` \\ J ;� I Ij SEE SHEET: C13 //
CB8-CB7 INV OUT = 562.43 CB29-CB26 INV OUT = 564.21 ` \ \ `\ \_ \ /'�/ \ \ I 1 / o I 2 / LOT: 22 ` \ \ `\ ` " r \ c \ /' ,`fi- / ' /
CB16C FES15 24" 31.1' 0.30% RCP `\ \\ DETAILED GRADING & DRAINAGE PLAN` ` ` / ' / r I 1 /°) / \ O / \` ` �\ \ `\ \ \ \ \\`\` __ --- ',-_'`_ ` `\ \ I -\�� /' -'� y J DETAILED GRADING &DRAINAGE PLAN/' -
RIM = 570.00 RIM = 573.88 ` ` \ \ \ \ \ \ � �j! ff �I I / I O' \ \ \\ SF : 42/33 \ `_, \ \ `\ \ \\` _---' \ 1 ` \ /, \ \[ rr / , iy i / / / , / r / / ,
` \ \\ \ \ ` �\ \ ,\ 1 I ` \ \ \ I / dO / Z \ \ \ \_ ` \ \ \ \ \ \ \ \ ` \ J 1 / - J,f �r �, / / / ,,/ / / / / , ,
CB10-CB9 INV IN = 562.67 CB 30 CB31-CB30 INV IN = 568.88 CB17 CBl 6 15" 25.1' 1 .99% RCP \ \ \ \ \ \ \ I I \ \ \ f/�// / j , b \ \ \ \ \ � - _ / \ \ \ \ \ \ , , r / , , , / / r ,
CB 9 CBl 1 CB9 INV IN = 564.00 CB30 CB29 INV OUT = 568.88 \ \ 11 \ \\ \ I 1 \ \ \ \1 1 I \1 , I \ `\ \ /\/- ///+ l \ `\ �_\,-_ / + / / i ` `\ `\\ \ - \ \ \ \ \ \ ` \ ` `\ \ \\ `\I\\ ^ ,, i - / / /// I / I / %/ , %/ / / / , , , '/ / ,
I I \ _ \ \ \ g r / / / , , , / /
I 1 1 1 1 1 , I 1 I 1 1 \ \ //// \ \ r / / 1 ` ` \ \ \ \ \\ --POND 1 ` ` ` OF FES 1 ` \- / ) / / / / "/ // // / /// / //, / / , , / / ,
CB18-CB17 15" 28.T 2.00% RCP 1 1 I I 1 I I \ -\ /\1 / \ \ ` -. 1 I \ \/ / / / / / / / / /
CB9 CB8 INV OUT = 562.67 \ \ 1 I I I I I III 1111 I 1 I 1 \ �, / / 1 \ \_ -/ I ' b0 \ i \ \\ \ \ \ ._ \ \ \\ \ \ \ \ \ \\ \ I 1_ / ' j [ / // f / //'/r/// ////,/ ,'/ ,- ,' / / / -,
RIM = 576.04 I I I I I I I I , /\ , Il \ \ - ' LOT: 4 / I \ \ \ .\ \\ \ \\ \ \ \ CS 1 \ \ \ \ I / / ( \ ` r / ,' / / / / / / , / / , , , / / / ,
\ I III - \ - O I \ \ \ \ \ \ \ e.+ \ 1 �G ( / / / / / / / „ / - / / , / ,
CB 31 CB22-CB26A 18" 95.3' 2.66% RCP I I / \ \ / \ 1 \ \ 1 I \ \ / ( / / / / / , / '
CB 10 RIM = 567.96 CB31-CB30 INV OUT = 569.48 I I \ o / ° ` ( \, / / / / /
CB10 CB9 INV OUT = 563.05 I \ \ _ \ \ \- / \ \ ` j / \ / I / / / / ' ' / ' /
I I I I / \ \ \ -� / a CB 14 \ \ \ \ \ \ \ ` \ \ l 1 \ ` \\� ) 7 / , // / , / / / // / r / ' , / , /
CB23 CB22 18" 26.1' 0.52% RCP I I 1 1 I I � � _ ( \ ,- - / , LOT: 23 \ \ ` \ \ ` \ ` / 1 I \ I / \\_ / � / / / / / / / / / // , ' ' / i .'
RIM = 574.80 I `�- / + `\`�_ `\ - / cO \ `\ 1 \ \ \ \ r I \\ I /% r / / ' / / / / / / /, / / / / / / , ,
CB 32 I I I 1 I I I I I I I I , 1 I I \-` \\ \ `� . ` --_' / O p , CB 13 I SF : 44607 \\ `\ \ \ I I \ \ \ I i / A \ , \\ I 1 i / I I 11`,`- /� J r , /I /I / I , // I / l /l /, /I / , , / , / , // /, /,
RIM = 572.85 CB32 CB33 INV OUT = 569.82 CB25-JB25A 30" 121 .2' 1 .00% RCP I I I I -'/ ` \ `\ ` v� ° / [l \ \ \ \ \ 1 I , (� / / /
I I I I II I 1 I 1\\I\I /' i /� \ `\I ____ ` l / / I fi I I 1 / / I , / / / // / / , / / ' '
CB13-CBl 1 INV IN = 567.80 I I I I I I I \ -�,-r L \ �` ` - ,' J fl '� ` 1 1 ` \ 1 \ \ / I 1 / I I I I\7� / / ! / / / / / / / / / / ! / � / � / '
CB 11 I I I I \ - S \ `` \--- _ /'- -\ \ \ \\ ` I l I / / I I 1 ) /j , l I IJ I , / / / l / / / l /� / l / / , / //,/ /
CB12-CB1 1 INV IN = 567.80 RIM = 573.82 I I I I I \ ( ,' - 8�`� I �,
I I I I 1 I I \ S \ - I � \ \ 1 I I \ 1 1 / I , / r I , / I l/ �� I l ///
CB 33 CB32 CB33 INV IN - 569.46 CB26-CB25 30" 24.4' 0.98% RCP I I I I I I 1 \ ` \ ` - \` \ ti / , `\ 1\ \ I r I t / 1 /, / I / / I /l l I ( / I /
CB1 1-CB9 INV OUT = 567.80 = ° ( 1 I I 1 I I \ y\ \ \ ) , _\ \ \ \ - 2 ) I / I I / / / / / I I 1 I r I ' / ,'
CB33 CB35 INV OUT = 569.46 I I I 1 I I I I I I I I I I I ( i` \ \ ' ,,/A\\ ` •- � _ ' / 'o \ \ \ I / I I / e, I l I I / /
CB26A CB26 18" 71 .T 3.00% RCP I I I , I I I I I I ) \\ \ / / / z/ / I 1 I � \\=\\ _ .\ \ �- _,I / / / r \ ` \ \ ` , 1 + I ( , I J l ) I ` I / 1 , l I I I I I I I I I I / /
RIM = 574.78 I I I I ` / / \ __ `\\ \ / /� I ( 1 \ l / I
1 1 I I_ `-\ / o / - O / \ \ \ \\ l ( P 1 / I I( I I I I I //
CB 12 RIM = 571.48 I I I I I 1 , / \ \ \ \ _ _ I _ , n' l / - o \ \ \ I \ ( I I I I I I I I I
CB12 CBl 1 INV OUT = 568.91 CB 34 CB26B CB26A 15" 21 .0' 2.00% RCP j I j I i I I j I I I ` \ ` `` �` �- \ '� �, ' / / I`. , LOT: 24 / i 1 \ \ g �\ `\ \\ `\ \ u I i i I I I
I I I \ _ / I I I
CB34-CB35 INV OUT = 566.53 1 1 1 1 i ,1 1 \ \ \ `\ \ \� `\ , ' 1 I ` 5 \ \
J I I y 1\ �1 = _\ _ �,( S F: 42174 1 \\ 5 I �I % I I I I I 1 1 I I I I I I I I I
RIM = 575.87 ` ` \ \ 1 ` . \\\ \ \ \ - �j / I \ \ \ \ \ \ \ \ I \ \ \ \ , \ I , l \ I ( I I I I I I
\ \
\ \ ti
RIM=570.91 CB27 CB26 15" 10.4' 2.00% RCP r , I I 1 r J / / / ! 1 I I \ \ \ \ \ 1 I \ \� 11`` \\ - __'�c , --/� 1 \ ` ` \ ` \ \ \ \ I I I / 1 J / I I , I I I
CB 13 CB14-CB13 INV IN = 571.64 / l / i i \ \ ` \ )v � \ \ \ `_ ` \ O / / 573 ---`\ -1 I \ \ \ ` \ \ \ \ \ \ I , I / 1 ll�_-- , / / I , I I , I I I I I I I I
CB34 CB35 INV IN = 566.14 / l l l I l I I 1 / l l / l J I `/ \ \\ \ \ `\ `\ I/ I ` `\ \� \ `�\\`\ �\� _ Y)-'' CB 12 - / -_/ / -, - t ,\ �` ` `\ \ \� \ \ \ \ t 1 I I 1 f / J I / / / / / I I I I I
CB13 CBl 1 INV OUT = 571 .64 CB28-CB29 15" 13.1' 1 .00% RCP I l l l , ( 1 I \ ) ` - 1 1 \ \ \ \ \ \ \ I I / / / 1 I 1 I I I I I I I \
CB 35 CB33 CB35 INV IN = 566.15 ° ,/ � / / l / I I 1 / I 1 1 \ `\ \ \\ ` \\\ \ \�\ / I \ \ \ 1 ' I 1 I I / J I I I I I I
/ CB 11 \ \ \ \ \ \ \ \ I I \ \
RIM=580.15 CB35-CB36 INV OUT=566.15 CB29-CB26 24" 125.2' 3.02% RCP / / / / // / I l l � \ \ 1 y , \ ` `\ ` � \ \� 1 1 -1 � \ `_��� `\�-__' _ - ,' - �_ - -'-572 \ / \ \ \ \ \ \ r \ \ \ \ I �// / \ � p 1 1 f I / / / / / I I I 1 I I I I I I I I
CB 14 / / / ` \ ` ` `_�7 ` - _ . , I ) \ \ \ ` \ \ \ I(1 I I ` I . / / / I / I I I I I \
CB14-CB13 INV OUT = 571 .90 / / / / / I ' I l I L ) ` \ \ \ \ 1 \ ` - \ i I \ . p I / J I
RIM=570.91 CB30 CB29 15" 117.0' 4.00% RCP / / // I/ / // / / !/ % \ \r\\ \I 3/ `--_ _ _ `_ _ .._�� L �` _ - / , \_ -I I \ \ \ �\ \ I I I, I \ \ ` I I I , // r/ / I / / / I I I I \
RIM = 573.69 CB 36 CB35-CB36 INV IN = 565.43 // / / /'// /�/ i l I I I ` `\ \-�`\I\\ �\`_ `I _ `,Z -- \ SF :97 x LOT:25 `\ --- __1' // ' 1 \I \ \ \ `\1 \ 11 11 1 II III \II\\' \ \\ \ �I� \ IIl r i / i i / / l l /1 i I 1 j I I I j I `,
r // i ' / / l ` \�\/ l\\� \ -I- \ _ - _ SF:42832 - J \ 1 / r \I\\ \ \ 111,/ // / / / / ! I I , I
CB 16 CB17-CB16 INV IN = 566.37 CB36-JB39 INV OUT = 565.43 CB31-CB30 15" 14.8' 4.00% RCP / , / / / / / / / / l I I L I \ �`\\ \\` , \ \ \ - -- ___ _- `- ,- _ `\ / 1 \ \\` \\` \ \ 1 u \ I I l I I , / / I I I I \
/ / / r / / / 1 / / \ � _ \\\\ \ \ \ \ I - (_ ` - ` - -' ---_ _ - _ ' \ / I / I NC ONE \\ \ \ \ \ i \ /r I I I I l l r I
CB16-CB16A INV OUT = 566.37 /� / / \ I )\ ` \ \ \ - / r \ \ / MAP \- \\ \\ \ \\ / I I I 1 r \ \
, / / I I / // / r 1 , \ \ \ \ \ �\ 1 _ _ "� _ / I / I \ FLOODP � \` \\ 7 J' \ I I I I , I 1 I
RIM = 566.06 CB32 CB33 15" 18.2' 2.00% RCP r / I / / / l \ \ _'\ J \ / LAIN \` ` ` 1 I i - I I I I I I / I ( `
o r / / I / / / / \ \ \ \ \ \ \ `_---_ I 1 / I 't \ \ \ \ ` (( I III I I \ \
CB 37 / r / - I I \ --- J -1 \ \ J I \ \\ 1 \ I I
RIM = 568.22 CB37-CB38 INV OUT = 561 .56 / / / / [' ,/ / �I ' / / / , , ,< \ \ \ \\ \ \ �`_\ � 1 _ _ \ - / 1 I 1 % � , , J I ) I \ \ \ \ 1 \\\ I , I IIII 1 I I I I � I I I I I \ \ \ \,
/ / / r , L \ I \ , CB 10 _ _ CB 8 -- - / / �" I I \ I \\` \ \ l ll\ I I I 1 1 I I I I `
CB 16A CB16 CBl 6A INV IN = 563.01 CB33 CB35 15" 94.7' 3.50% RCP , / I / / / / --- , , _ l ., \\ \ J 1 \ I I \ / / - / ' / r I i \ \ 1\ 1 I I I I I I I I I \ \ \ \ ` \ `
CBl 6A CB16B INV OUT = 560.57 RIM = 569.03 , / / / / / ,' c `\\c J 1 I HEADWALL 1 100 YEAR '� ` - �_ I \ \ \ / / ,/ ,/ ,' / l I I 1 1 \ \ \ I i ,,/ I I I ` \ \ _
CB 38 CB37-CB38 INV IN = 561.28 CB34-CB35 15" 19.2' 2.00% RCP / /� / / / , '� - \ 1 \"` � \ ,INUNDATION ELEV = 565.90 / � __ _ ' ' ' ) I /�, II \ I \ I I I I I \ \ `--�-
I l / / i � \\\\ � CB 9 _ \ ` \ /- / / / - / ,' -',/-/ ' -I l / l '1 �' / \ \ \ \ \ \
RIM = 566.35 CB38-JB39 INV OUT = 561.28 . / I ,' I / \�\\\\\\ \ /- - _ - \ 1 / / J � / \ I \
CB35 CB36 18" 24.0' 3.00% RCP I / / II / / [ ^\ \ I \ 0) / / - �- - / / \ \ ---
CB 16B CB16A-CB16B INV IN = 560.07 I / , I� I _ \ CB 7 (DOUBLE) _-- \ o , / , - - - -/ ,/ /'\,I II I I I \ \ \ \ \
/ / / / / / II// _ - _ � \ .- \ \ ��- / /� ', , ,'-'-j� -/--- , /,-vj 1;1 It ,1(Ij1I I I, I I \ ` \ \ \ , \ \___
CB16B CB16C INV OUT = 560.07 RIM = 562.97 / I / I I I // I I I \I�- %� _ \ \ \ � \ \---- -_, __ - / / - -i, --�_ , /i % ( \ \ \
/ I �- \ \ \\ \ \ I , CB 7B DOUBLE ' J I 11 I ` \ `
CB 39A JB39-CB39A INV IN = 557.24 CB36-JB39 18" 94.3' S.45% RCP I I I I I I11/�\ \\ \\ t ( ) v' ` /'" 56� / , , /'' f-� - - � , �' - ��J \ \ I I I I \ \ \ __ __
1 \ \ \ \\ �- _- , _/ , / ,/i,- / - -/r-tom--� 1 \ 1 \ \ \ \ \
RIM = 573.36 CB39A CB39B INV OUT = 557.24 / I I I I \ III, 1, �� - ``�\\`I " \ \`\� i o CB 7A / ' ,',-.% _- � 1 - s\ f \ \1 I I \ \ \ \ \
1 \ \ \\ \ \ `-� /// // /-'-/-i��' i �!� -i \ Ili\ � 1111 \`j1 I I' \ \ \ \ \ ` \ \ \
CB 1 7 CB18-CB1 7 INV IN = 566.87 CB37-CB38 15" 27.5' 1 .00% RCP ( . I I I I j I `\ jll / )I--- � `\ \\�\`� ,\ � \ `\\ o o ,/ `�` _ - /./,/ - / /,/// , _._. >,� - \ I I I 1 I \ `\ \ ` --
- III \ \ \
CB17 CB16 INV OUT=566.87 I 1 1 \ \ - \ 1_^ _�_ '�/ - \ \`\ \` \\`\`_ o ^ ' `-- - l , r r - ---- - \ \\ I I t I \ \ \ \ \
FES 6 / , / -' r r / / < �-_.. \ 1 0 / I \
RIM = 559.12 I 1 \ I`J \ \ \ \ v hl �\ S 6 - , / / / / / - \ ) U� \ \ \ \\ _
CB38-JB39 15" 15.9' 0.47% RCP I I I _ ` _ - ;S, ,-_ _\ \ \ \\ \ \ \ \ \ \\\ / I \\ �� \ 560 _ ` - 6� . / / I -'/ / / , / [ ,- -\ \ (- �\ I 1 \ \ \ \ \
CB 39B CB39A-CB39B INV IN = 556.87 1 I I \ \ \) 1 \) \ \ -- '_----- --\\`\ LOT:2 -\ \ I `\\ CWD HW 1 - \__ `-- --: i--/ . 5 ,o c / / /- f / / / `\ `�\ `I it \ \\ 1 IIIIII\1` \ \ \ \\ \\ \) I / / _
RIM = 571.99 CB39B FES40 INV OUT = 556.87 I I \ 1 \ ~ ---- -------- --- \ \\ `\ \\�__- / I' --\ - _ __� �' �/ / 'c �' / / / \ I \ I \ I / ,' [
CB 18 CB39A CB39B 24" 124.4' 0.30% RCP 1 `\ �`_ _ `---------J- \ SF : 70338 \`� \\\ ` ``� ;CWD FESb _ - � , ,--- ,/ / ; /`' Pb I /' / l r ' /____ \ I\ \ 1 � � I 1 1 , /
CB18-CB17 INV OUT = 567.44 1 \ \ - - - - ` ` \\ \ \ \ \ \ \ 1 - --- --' _ \ till / / /
- -,� • - / ,j / / / / '/ v A I 1 l ,
r CWD HW 2 __ , , !-� , \ \ \ , 11 // / / ,
I I / 1 \ \ _ --- ---- \ \ \ \\\\ \ `\\ ` \ \�\ ' --- --_` _ _ - - / -/ /,,����5' / hr r-. \ \` ; `; \ \\ \\ \ \ r 1 , , I /
CB39B FES40 24" 77.4' 0.30% RCP ------ /, \ \ \\ ` _ _ - / \
/ \ --- -- \ \ \ \ \� \ \ / - - - R R - --� I I 11 \ \ \ \ \ I I/ / / /
/ \ \ \ \ -- ( _ \ \ d� \ \ \ \ `\ \ xo-�' _ \ /_-/ L' / - /- _ - �- - - / i ' /'' �� / �- -_�-\ \\ \ 1 I p I / I I , I \ `\ \ \ \ )1 I I I / /
JB25A-JB25B 30" 229.3' 0.30% RCP / `\ \ `.\ `--------- \ \ \ \ \ w ` -- --- -/ ' -, - - -"- � , \ \ ;,) \ I III ,1 -
I 1 ) I ) \\ `�\ `_\ \ 4 \ \Q \ / \ \\ \\ \\\` J., CB 1 `\ ,` - � [ / ....-� `, / /� -',- �/ / �.'._--z- -' ,'- - ` 1 �� �`I \ 1 \ 1 11 II / + , '1 \'\ \\ `III I\ I I 1111 I `\
JB25B-FES21 30" 62.0' 0.30% RCP I \ --- \ I b) ' STREAM IMPACT #1 , i \ r_ - i _ 553 \ _ _ \\ \) I I / \ \ \IIII II
\ \I \ \ (J I I CB 5 \ \ �\ \ 70 LF -' �. \=�;.�-� - _� - _ \ \\ \ \ \) / 11/ + I I
JB39 CB39A 24" 71 .2' 0.52% RCP _ _ \ \ \ I - \ \ /----`\ ) I / I I I 1 1
\-� r r 1 - `_ \ ` \ I - /" \ \ / \ 1
/ / v ` ` �-- �__ ,P - -- v _ A VA1 , I f / i / \ ` f 11 II I11111 AI
\ \ . / / 4 CB 4 \ / `-- �\- \ _ \ \ _ _,' S \\ \\, \ j I I9' (I / I 1 1 \ I I I I \
/ I I / I / / , 1 I \ \ �at �� �*�� \ / , / / � _ _ \ \ I I I ( / I l / I l I )) / / /
CLEAN WATER DIVERSION PIPE SYSTEM TABLES I I /f 1 ''� I I/ % '1 ' I '/ 'I'` / ' S �-"\ I `- 1 l� r � / \) J; 1 (I �// I;I 1'\ `\ /
/ / I / Il J / / 1 \
/ I I / -_ , , // / , // / / III , - �' 11 \ i \\\ \ \ \ - r / ,/ / / - 1 I / / III /III q r \ / / / / / I `\`\`--' '' ,'
/ I / / f / I l \ \ \ '' / ' / ,- \ f 7 / / / / / I hi - 1, / / / -
/ / / �- \ / / - \ I I / l I /
STORM STRUCTURE TABLE
STRUCTURE NAME
STRUCTURE DETAILS
RIM = 574.05
CWD CB5
CW D-CB5-FES6 INV OUT = 568.00
RIM = 566.33
CWD FES6
CWD-CB5-FES6 INV IN=564.00
RIM = 566.61
CWD HW 1
HW 1-HW2 - 1 INV OUT = 562.78
\-' _ -
/ / / / / I `- \ \\\ \\\\\\ \�\ , I \\\\ \\ I -/
_// /' r / I\ I / ,-_ ,- ` \ \\ `\\\\ `\\\`�\ \`\`\` ` \``\\``\\\\` \ \ `\ \ _ - � - / ---
\ , ,� , / `\- \\ \ \ \ \ \ \ \ \\ \\ \ \ r
- / / \ \ \` \`\ \\` \ \`` \ \\ ` \ \ 1\11` \ - -i
/ / / i _ 1 \ /� ' / ,/ �I I CB 3 // // i 1\ \ \ \\ \ -\ \ <--_ ,-- ,/ / O) I I r / /// / / I I f r / , of I I / / l / I I I l % / -
/ / - ,, - - / / / / / \\ \ \ \ _ __-/ / ,' �` �- �/// / I I I l I I l / I I I I \ \ \ , \ / /
/ - _-- - J T 1 / ' / I \ `---- �'\ \ -- - /� � ' / ,' ` / / ) / III \ \ I \ \ / / I ,
� / r r /o \ _ I Lc / / / \
_ __ _ r / \ \ 1 1 \ \ / /
// // / //' _-'' -- ---__- i - f%// /�-- / / S 4 914/ o / o/ ,/ \\\ `-___ ``.- �-• ` \ ` \\_--- ----. .C_=____ --//,/ /,_ I. / II (' - j� - 1 � (l1 �l ; I I I I III I I I 1 I I 'I 1 \I \ �) I ) I / / I
' / '' _ - '/-'/ -/�� (,3 \ _ _ \ .30'POWER\--/��--___-/_ - I \ J 1 / / 1 I I I I /
'- / , /' -- __--30' POWER-' - / 7 \ \ \_-\ --_ ___ _ ___ ) / // // P I \ I I 1 IIII j 1 \ \ \ \ \ \ I \
/ / / - -'- r-- / / ' / h i \ `- - - - =\ \` \ _ EASEMENT -' ----- -- - _ / -\ I LOT: 27 / ////// / J / I} - / I I I I I I I \ \ \ \\ .\
/ / / - EASEMENT , j / / / �- - �� - �cii G------ \ ( I I I I I I \ \ \ \
/, / / ' - 1-' / I \ CWDCB5 �,YO \ `- ,-__� k6 1 I // /I/ II, I I I / \ \ \ \ ` \
_ - - __--'/,'' _-'I ,, I / /' �r J - / I , Z - _ - � � _ _ �\ �_ / I\ I \' i I 1 i I 1 %/ / I I 1 r I f� ( \1 \ \ \ \ ` \ \ \ \
- ---- a+oo--- - oo ---- --- �
�_ I I 1 , I p \ \ \ \ \ \
_'-� \ ` / ' / I I IIIIII I 1 \ I I / fyl r r // I I I I I I \\ \ \ \ \ \ `\ `\ \ `\ \ \\ \
N_ I - 4+00 5+00 6+00 7+00 \ - _ ` - - - - - - - _ - - - - - - - - - - - `_' _
)- - - \-3+00 - - --- --� - - - - -15+ -\ _--\ \ 1 \) I / I IIII +" i / I \ \ \ \ \ \\ \ \ \ ` \
00 -- r- - _ I, / l I/ \ I I r , ) I I I I I I l is I 1 I \ / \ \ \ \ \ \ \ \ \ \ \ \ I
-\ \ \ - - Z _ _ - - I I J I \ \ \ \ \ \ \ \
- FAIRVI -A - NC HW` ---- ---- - _-- _, - _ 3 - - _ AIRVIEW RO - NC HW 218 ---- --- - I _ _ oo.; = `\; i S E I /' I Ili i - i \\ \ \ `\ \\ \ \` \\ I I
- � \ - - - / l - `t t � - .,-r EA EM NT 1 i 1 / t \1 \\ \ \ \ I
RIM = 566.33 \ \ `_-------- --_ \ ,------ - � (; `r \� `7 I , , 1 I (//I - / \ I
CWD HW 2 ` `--------- - _ _ J / - , % a / / / / I I \ \ ) \ /
HW1 HW2 1 INV IN = 562.50 s S - _ - \ --- \ / \\ ` \ / /- ,� _ �-� - oo wM , . J� ( I / \ , I I I I I I /
P� A9 _0--S9�'S_ S88 S� \'S�6'S8S 58�--fig `S8 -S8 S� 6 S��' S S> S> \`S> S S ``S s / _-_�_ _�__e �\ ;.,� ' i� '`I`(`_�y;�, \ \.`\ 1 ( / �_ :_ ' I I /
RIM=564.83 v v v`v vv \�/ A4v 3. �v �v \� v 0v S�\ v > v 7 9._ - �� �___ - - -!e. ' I /ir ___v I
\ v / .� v _ 2 7, O _ - / l \ v v v v �/ / I I I
CWDHW3 \ \ _ _ __ `\ \ I \ ---_ I\ )� -- 00- \ \\\\\\ \ /�// \ I I ( I
HW3 HW4 1 INV OUT - 559.50 \ \\ I \ \ \ _\ \ \ \ \\ `.\ \ \ \ / / 5 -- \��r =� �`_ ,\\ r I I
\ \ _ - \ \ I I / \ ' `. 1 / , J _ -IJ I // I I I ) I I I I I I ,
\ \` \ \ \ \ \ - / / �-574 S \ \ \/ J ,
RIM=564.82 ` `\ II I \ \\ \\I\ ` / I I I � )/ ` \ \ \ \ _ r / -' � _ \ `_" \'\ `� 0p `_\ //l / / \ I 1 I I / /
CW D HW 4 PIPE CALCULATIONS ARE FOR THE 100 YR EVENT ` \ ��\ , / / I O / `\ \ \ \�` \ // ' / S9 i 1; - / / \ / / 1 I I I I 1 I /
HW3 HW4 1 INV IN = 559.00 \ \ \ _ \ \ ,, I / / / / Q7 \ \ \ ` \ ` ' 1' / / v' \ \ - - ) ICI \ \\ - _ _-o _vr \ \ I I I I I I I
`. \ \ \ r _) i` , lox / / \ \ \ \ 1 1 1
\ \ \ / / o \ I 1 I \ oo <
\ / v \ \ I r \ 1, \` J \ ` I
` \ \ / / I \ \ \ / \ \ o I \� \ \ \ \
LinelD Grnd/RimE]evUp Rim-Hw Line Length OrainageArea TotalArea RunoffCoeff IncrCxA TotalCxA ilnlet Q,Captured TotalRunoff LineSize CapacityFull VeIHn InvertUp InvertDn LineS[ope VelAve NarthingY PastinglC \ / / / / � \ \ \ \ ` , / / \ \ \` � co � � ' I 1 ) / I I I Ir - _ _ _ � ' / ` \ \ \ \ 1 ) \ I 1 I ) I
ft ft ft ac ac C In \ , / / \ \ o ° / / \ - J
[ ] [ ] [ j { j { ] [ } [ /hr} [cfs cfs In cfs ft/s] [ft} {ft) {% ft/sj (ft} {ft] ` ` / \ ` \ - ' /' ` �\ o �-), / = rr =\ ; 2 0 / ` )
( } f 1 [ ] { ] ( \ \ \ / o \ / \ / / s ° o ti„ , / / /� 1 I-1" _ xoo _,/ I I 1
/ / \ \ \ \ \ `\ - / / / / [ �o-�� / J 111 III ._ /
CWD CB5 FE56 574.05 4.88 391.48 4.48 4.48 0.60 2.69 2.69 3.96 10.65 10.65 24 26.05 3.58 568.00 564.00 1.33 4.58 518881.15 1524777.13 `\ `\ / \ \ ` \ / / / / , / / �-o,)-c� ,f I t 1 11 ) `_ 1 y ` / / / I 1 I
\ I \ v , A I 0 �)' ) r �� - - I V A A
\ I _ \ / / / � n ) 1 \ I \
HW1-HW2- 1 566,60 0,63 53,43 19,59 19.59 0,60 11.75 11,75 3,17 37,26 37,26 36 47,41 5,34 562.77 562.50 0,51 5,43 519069,25 1525033.64 \ \ ` ` / / / / / /) r ) ° \ - +�_ /22x - -/ ,
\ \ I I I / / / \ \ \ \ \ ___ I / / / / / / / / / / / r/ `_ \� �`\ - / / ) \ \ \ \ \ \
HW1-HW2. 2 566-60 0-63 51-42 19-59 19-59 0-60 11-75 11-75 3-17 37-26 37-26 36 48-33 5-34 562-77 562.50 0-53 6-43 519070-36 1525038-28 ) / \ ` ` 1 ` ' ' / / // ' / / / ' / I ��� \\ �\ `\ ¢\ \\ I _ ,'// -/
HW3-HW4- 1 564,83 3,52 55,40 13,36 13,36 0,60 8.02 8,02 3,51 28,14 28,14 30 38,96 5,78 559,50 559,00 0,90 6,59 519793,73 1525439,77 • \ \ I 1 / l / ` \ / / I / / / / / / / / / / / / l I ` / / - / / \ \
\ \ / / / \ � ,7( \ \ I , �� 23x0 / / /
HW3-HW4. 2 564.83 3, 52 53, 57 13, 36 13.36 0.60 8.02 8.02 3, 51 28.14 28,14 30 39, 62 5.78 559, 50 559, 00 0, 93 6.59 519796.03 1525443.64 / / / ` ` , / I / / ' ' ' / ' / / [ / / /' / ' / / / /l / I \ \ \ \ \ I ' / , / '
PIPE TABLE
NAME
SIZE
LENGTH
SLOPE
MATERIAL
CW D-CB5-FES6
24"
301.5'
1 .33%
RCP
HW1-HW2-1
36"
53.4'
0.52%
RCP
HW1-HW2-2
36"
51.4'
0.53%
RCP
HW3-HW4 - 1
30"
55.4'
0.90%
RCP
HW3-HW4 - 2
30"
53.6'
0.93%
RCP
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REVISIONS:
3-21-19 - NCDOT COMMENTS
6-1-19 - ACOE COMMENTS
9-12-19 - COUNTY UTILITY COMP
10-24-19 - NCDOT COMMEN
C12 - GRADING.DW G
PROJECT NUMBER:
217053
DATE: 08/9/2017
DRAWN BY: HFI
SHEET C 12
OF 34
C12 - GRADING.DWG - PLOT: rusty - MON. 12-23-2019 8:57 AM

_ - _
I.\ \ \ // / \ / \ 25 LF OF 15" RCP \ \ \ / 1----'-' / \ _ -L __
----- .. \ \ \ \ \ I / // / I �\ \ \ \ \ \ \ \ \ \ 1 \\ \ / I/ \ \ \ \ \ \\ \ \ \ 1\ \\ ` �� --
- -- _-_-�----'-- , / c---' \ `�\ \ \ \ - OF FES 2 I. - -� Q / / / / / /
\ _
` \ \ \ \ // / \ \ o C B 16 \ / \ \ \ \ \ \ 1 s- _._.r`.._._._._. ------`------------ ' ` \ I r / l l I
\ \ \ \ / // / / / I k I I \ \ \ I -_ � \ \ \ \ \ \ - \ \ \ \ _` - _ '__ / \ \ \------------ --- - I 1
----- \\- \ \ \ \ \\ / /i / ", I \ \ \ 29 LF OF 15" RCP S /\ \ \ \ \ \ \_-_ -\ \ _ l `' --- '\ -� / j.^` -\\ \ - `--------- I I /
. \ \ \ / / / / I \ �F \ \ \ N \ - \ ---- \ - _ ---__ _ -- - -/ ) / I 1
-- -\ \\ \ \ \ \\ \\ / / / / / I \ \ \ I \ \ I \ �' \ I l \ \- I \ -- OF \ \` \ -` \ \\_ -`` \\ - \ \` \ / ,` \ - - - - `\ �'' 1-� \\ -_- --- - ' / I I I
\ \ -� - - - ----------- // v v v I. ) v I v v v CB 1 bA v v - v -
/ 1 I LOT: 6 CB 17 2 \ \ - ^ I
-`- \ \ \ \ \ . ,/' /�� r ' I 1 \ I \ I \ I\ \ \ \ \ \ 4� ` \ \ ` \- \ -- \\ �- \ \/ . 1-I ) \\\ � ! / ) I I
\ \ \ \ \ \ I \ \ \ I \ \ R CB 16B -\ \ \ \ `\ \ \ / \ \ - 1 /
\ \ \ \ \ I' /i / \ SF : 40531 / -I / \ \ _ _ - \ - \ \ \ _ _ _ _
\ \ / /
r \ \\ \ \\ \ `\ \\ `\ / r A � // ) \ / \ \ -1 \\ \ \ \ \ \ \ \ \ \ \\ \ '�* F : 73384 -- ` \ \` --I.\ \1 \ / \ j I ` \ \� / /'^ \ \ \ ---- \ - -� / r /
\ LOT:21 \ \ \ ` /
\ \ \\ \ \\ \ \ \\ `\ /// / / )( // 1 14\ \ \ \ \ \ \ \ \ \ \ I \ / I 1 \ \� / \ \ - �\ / 1 / / /
N.
// - �/ I Iy I v A A V 100LFOF24°RCP ` - V /V \ 1 1 v `I. ' / / / /
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REVISIONS:
3-21-19 - NCDOT COMMENTS
6-1-19 - ACOE COMMENTS
9-12-19 - COUNTY UTILITY COMP
10-24-19 - NCDOT COMMEN
C12 - GRADING.DW G
PROJECT NUMBER:
217053
DATE: 08/9/2017
DRAWN BY: HFI
SHEET C 13
OF 34
C12 - GRADING.DWG - PLOT: rusty- MON. 12-23-2019 8:57 AM

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\\ `--- -- \ / I I / / \ \ \ ` /I `� ` \ -\ \\__ \ \\ �\\ �_ \\ \ \ \ \ `\ \ \_ ,' �-- �- _ .�� _/ -_-_-- ��_ ' \' � ///- - 30 R b. �,( ) I I I I 1 % l i l I r \\\ \ \ \ - / -----_ ♦ K / - OF CP \ h SEE SHEET C27 ) I J I I J r
--- / /,/ `\ \ \ \ \ \ \ \\ `\\\ `\ \\\` \ �` -� _-_ 62 �\ - r1 / J I 1 I 1 / I I, l 11
\, - __\ \\ I / / \ 1 / \ \\ \ `�\ \\ \ - � -- ` - --� �� `- SF 60090 / / � X _ I 1_F \ \ --\ / I I I I /
/ \ _ CWD HW 4 _ f y- - - CS 2 / / I I I I
// I . \ \ \ \ OT:7 ` \ \ \\ \ \ \ - _ �\ _� / / , `� r �\ S6 _ S , / / I ) l i _ \
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/ \ \ I I PAD ELEV:581.T \ \ '\
\ \ \ \ __ `- __ �.- ' - __/ \ �\ \ / ! / / /
\ I // \ ' �__\ FPE:563.50' \ \\ \\ `\ `\ \ \ \ \ ' \ \ /� y ` �-- / - \ ,'------ - /- / \ l / / / / / / / I I /
\ / / / -_/ \ \ \ \ \ \ \ \ \ ---11 \---- / ' ' / / ' / / l I / /
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/ ' // / I ~ I ♦ ` \ \ V \ ^0' h\ \ J `\ \\- �__ \` \\\ �i��_� r- / '/' \\\ \_�' ' 1 - _ --''' / ' / / 11 / i' /i{ _
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/ / / / /1 / I / V 1 I 1 v - .- - v / / / / / /
// / I \ I __� 1 I ` �\ \ x\ \ \ I \ � ` �`�_ J _ _/ /- - ` \ `�' `- --- -----1 l 1� '� / // / / / / / / / //'//I '
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\ \ \ \ \ \ \ \ _ l , r
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v `v-- '/ //' / �/ / C /I I / I AV A � � \\ \\V A 1 I / X 100 LF OF v v ` \ v v\V //\\ ' 1) wv v`--- -- _ \ - '` / A I 1 / / /
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v / �/ / / �' / � V A v v v ` v -
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\ / / / \ \ \ V, - / / / I / / 1 \
/ I / ri / \ \ \ b l \ \ \ 4" \ FES 15 / \ / / _` - / / / / /
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\ / \ L \ 5 / I ��j/
v �� / / ' I ) l A . A 1 I ` ` / A / I i / ,/� /
O / / \ \ \ \ \ \ \ ` / / / / / / /
\ ,/ / / / \ N 1 \ 1 PAD ELEV: 581.1' \ `0 3 � - I I I \ \ I ' - ` / I i, i / /% l
` tQ '/ / / l I I r/ I __ \ � IV � \ - \ P� 1 LFQF2 J, RCP Il \ I ) A v I --- `_ - / / / / �/ / /
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\ / ,'/ / / / � I I I V 1 V A PAD ELEV: 569.4' V / V v v v I I // %'
\ \ / / I // \ \ \ \\ , \ `\ \ \ `\ \ \ \ \ ` \ / I / / _ /i /
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\ \ 1 SF 042525 \ \ \ \ \ \ -'` BMP POND , \ MATCHLINE ) / / � r 1 /
�` SEE SHEET: C13 / o vv yv I' � ''!'
v v v v v \ v v A l EASEMENT v \ v ,
\ / 1 i ! r \ \ '1 \ \ 1 \ \ i \ `\ \ `\ �1 `\ \ ) SEE SHEET: C13 ' I I JII /
DETAILED GRADING & DRAINAGE PLAN - I \ b� \ \ `\ \ ` \` / ` \ t`\ \\ \ '` I �, J I \II\I % /
\ / „ I \ \ \\ \ 1 \ \ I _DETAILED GRADING & DRAINAGE PLAN 1 / �, /
_ - / / I / d I \ \ \ \ \ \ \ / i / / /
/ \ i' / I 1 1 J`i \ 1 / / I I / \ ` 1 PAD ELEV: 578.4' \ \ \ \ \ \ \ ` \ `\ \ \ ` \ \ ` ` `� 1 ` ' ' / / 111 / /
JI \ / \ t_\ r / I I I I ���\ �\ `\ y \ `\ \\ \ \ `\\ \\ --_- - - - -1 \ \ \\\ \\ ` \ \ �- \/ `11 ' 1 ,' / ' IJII // / I /
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v vv / l I I v V vv \ vv \ 1 v /vv v ' I- v v zz "- / /
_v / /- V A / /� _ A I / I / ) I / , - LOT: 22 \ \ - v \ \ �` AV v --- ,/ `v A T ♦v A I 1 - % V` ' -:___ l /, / A f /
v / I/ / \ / / �I I 'ham / Lc) p 1 Z , A \ � A \ __ V / \ - - 1 \ vA \/ / ; I / /
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\ / / I / \ \ \ \ \ \ \ \ \ ----/ \ \ \ \ 1 \ \ \ / \ \ /' \ \ ) /9// / r / / , , ,/
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REVISIONS:
3-21-19 - NCDOT COMMENTS
6-1-19 - ACOE COMMENTS
9-12-19 - COUNTY UTILITY COMP
10-24-19 - NCDOT COMMEN
C12 - GRADING.DW G
PROJECT NUMBER:
217053
DATE: 08/9/2017
DRAWN BY: HFI
SHEET C 14
OF 34
C12 - GRADING.DWG - PLOT: rusty- MON. 12-23-2019 8:57 AM

ZONING: RA-40
PARCEL #: 08279001A
CAROLINA DEVELOPMENT SERVICES
42" RCP
INV - 573,80'
ZONING: RA-40
PARCEL #: 08309012A
MCCLAIN MARK S & JOANN M
4520 HOLBROOK DR
CHARLOTTE, NO 28205
15" RCP
INV - 578.16
CONNECTION TO
EXISTING MAIN 5 F OF 8'
2+00_ 3+00 + 5+ 0 <
FAIRVI W ROAD - NC HW\31-5
ZONING: RA -
PARCEL #: 08279
MAZZAFERRO JOH
MAZZAFERRO RARE
7901 SECLUSIVE DR, INDIA
28079
42" R
INV - 568.
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0 8" PLUG, 2" TAP &
o� 2" BLOWOFF (# 1)
8" VALVE (#4) ZONING: RA-40
PARCEL #: 08279005
\ MEADOWS LINDA LILES &
CAROLYN DAVIS & S COPPOLA
109 KAYLAN LN
\ THOMASVILLE, NC 27360
g \
V A LOT: A
SF:4203
0�� SF : 40193 \ \ i i QOT
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(10 \ \ Z o V LOT: 16
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\ SF : 40193 EASEMENT s� q�
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V A \ LOT:17
/ \ PR 50' ROW \420361,`• ',�'v_�`_ /
/ \ b 8"xb" TEE (#3) \ SF : - - - i
LOT: 10 \ b" VALVE (#3) \ \ \ BMP POND - - - - _
\ \ SF : 40193 \ HYDRANT (#3) A A \ 3 EASEMENT ��'%
V A \ 10' UTILITY V A \
CP \ EASEMENT
59' � xoo v � LOT: 18
CROSSING #6 h \
8" WATER INV=563.80 \ \ SF : 42036 /
30" RCP TOP = 562.09
RCP 30" RCP INV = 559.59 5' UTILITY V A
INV = 56705' SEPARATION = 1.71' Z EASEMENT V A \
V LOT:19 A Aj/
\ \ 0 A SF:42036
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' a � 15' PUBLIC UTILITY SF : 60090
/ LOT:7 / EEMENT
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A A BMP POND
\ CROSSING #5 \ - \ 2 EASEMENT
/ \ / 8" WATER INV=567.16
` \ . .��.- 30" RCP TOP = 561.50 t �_._._._-�-�-� '
\ 30" RCP INV = 559.00
LOT: 6 \ SEPARATION = 5.66' SF \ V`
CROSSING #4 \ SF : 73384
8" WATER INV=569.84
c� \ 24" RCP TOP = 568.37 000
J \ 24" RCP INV = 566.37
UV \ SEPARATION = 1 .47'
LOT: 5 8"x6" TEE (42). %S \ BMP POND \ / SF : 42525 \ \ 6" VALVE (#2) 1 EASEMENT
\ \\!�
HYDRANT (#2)
02 LOT: 22 \ -
5 A SF:42733 \ .�
� O 10' UTILITY \
EASEMENT
�`� f � V A 5' UTILITY
EASEMENT?
LOT: 4
/ \ SF : 49497 0 \ \ \ i i �Jti
\ LOT: 23
\ \ 1"SERVICE LINE, 3/4" WATER & j SF : 44607
\ 3/4" IRRIGATION METERS (TYP) Lu O
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° LOT:24 / C i i
ZONING: RA-40
1 % PARCEL #: 08282001
OSF : 421 74 / \ �- / I ; 11 i1 TRIPLETT CLARINDA
co1 1 POPLIN 11
° u- r j / MONRONROE, NO 28110
W
I\F LOT: 3] LOT: 25
SF:97323 SF:42832
v \
15' PUBLIC UTILITY
15' PUBLIC UTILITY EASEMENT
EASEMENT
\ i
8 CROSSING #3 LOT:26
8" WATER INV=566.37 SF : 78426
`� 30" RCP TOP = 565.15
LOT: 2 30" RCP INV - 562.15
S F : 70338
/ SEPARATION = 1 .22'
CROSSING #2
PR 26EOP 8" WATER INV=567.35
36" RCP TOP = 565.50
PR 50' ROW 8"x6" TEE (#1) `
36" RCP INV = 562.50 �:
6" VALVE (#) "
w SEPARATION = 1.85'
����� / HYDRANT (#1)
12 o'SEPARATION
a m / I YP) 10' UTILITY / r
a� / EASEMENT CROSSING #8
LOT: 1
° I / \ 8" WATER INV=567.35
= � SF : 42914 0R CLUSTER MAILBOX � 18" RCP TOP = 566.32
I / CROSSING #1 / \ 18" RCP INV = 564.82 /
4p-T
/TRFFs T� RFSFR
GRFiTFR w S �coN� o FR
\
LOT: 14 \
\ SF:40790 \ \
\
ZONING: RA-40 ^ A
PARCEL J 082FE GLO
OTIS GERALD J & WIFE GLORIA L
7900 SECLUSIVE DR \ V A
INDIAN TRAIL, NO 28079 \
\
LOT: 13 \
\ SF:40194 \
V A CROSSING #7 00
���o� \ \ 8" WATER INV =561 .26 q
V A 24" RCP TOP = 560.06
\ z Nye \ 24" RCP INV = 558.06
0��� \ SEPARATION = 1 .20'
LOT' 12 \
8" WATER INV =571.48
187 LF OF 8 DIP WATERMAIN
w
15" RCP TOP = 570.36 >
8" VALVE (#2) %I
I
15" RCP INV = 569.11 p
8"x8" TEE (# 1)
Np A
SEPARATION = 1.12' C�
�' 8" VALVE (#1)
00 -
-00 7+00 8+00
129 LF OF 8" CL900 WATERMAIII — T
FAIRVIEW ROAD - NC HWY 218
15" RCP -/ //O
/ J
/ 7C
18" RCP
INV = 565,66
\ SEPARATION -_ 1.03' I i
LOT: 27
NV RCP 8" 45° BEND (#2) SF : 277603 ( I I z o
564, 82' / i o w
8" 45° BEND (#1) Q 0)
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WATER SUMMARY
8" PVC (CL900)
2699 LF
8" DIP
416 LF
8" VALVES
4
2" BLOWOFF
1
SERVICES
26
FIRE HYDRANT
ASSEMBLY
3
r---- --------------�_ ���-----_-
WATER & IRRIGATION METER BOXES SHALL NOT BE
ALLOWED WITHIN DRIVEWAYS
METER SHALL NOT BE SET IF METER BOXES, VALVE BOXES
OR THEIR APPURTENANCES ARE DAMAGED OR
IMPROPERLY POSITIONED.
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REVISIONS:
3-21-19 - NCDOT COMMENTS
6-1-19 - ACOE COMMENTS
9-12-19 - COUNTY UTILITY COMP
10-24-19 - NCDOT COMMEN
C15 - UTILITY.DWG
PROJECT NUMBER:
217053
DATE: 08/9/2017
DRAWN BY: HFI
SHEET C 1
"' OF 34
C15 - UTILITY.DWG -PLOT: rusty- MON. 12-23-2019 8:57 AM

SEPTIC SEWER NOTES:
1 . SEPTIC SYSTEMS AND DISCHARGE FIELDS DESIGNED BY OTHERS AND SHOWN HERE FOR REFERENCE ONLY.
2. NO DISTURBANCE TO THE SEPTIC DRAIN FIELDS TO THE MAXIMUM EXTENT POSSIBLE.
LEGEND:
PRELIMINARY DRAIN FIELD LINES
• SOIL TESTING BORE HOLE LOCATIONS
EXISTING TOPO PERCENT OF SLOPE
F
(TIE)
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REVISIONS:
3-21-19 - NCDOT COMMENTS
6-1-19 - ACOE COMMENTS
9-12-19 - COUNTY UTILITY CC
10-24-19 - NCDOT COMMEN
C18 - SEPTIC.DW G
PROJECT NUMBER:
217053
DATE: 08/9/2017
DRAWN BY: HFI
SHEET C 18
OF 34
C18 -SEPTIC. DWG -PLOT: rusty - MON. 12-23-2019 8:58 AM

LANDSCAPE NOTES:
1 . PER ARTICLE 60.110-J OF THE UNION COUNTY UDO, THE REQUIRED STREET TREES SHALL BE SPACED NOT
MORE THAN 50' APART.
2. STREET TREES SHALL BE A MINIMUM OF 15FROM THE EDGE OF THE PROPOSED RIGHT OF WAY.
3. THE CONTRACTOR SHALL FLAG ALL EXISTING TREES TO THAT WILL BE RETAINED AND PROTECTED TO MEET
THE STREET TREE REQUIREMENT.
4. PER ARTICLE 55.100-A OF THE UNION COUNTY UDO, EXISTING TREES AND VEGETATION MAYBE
COUNTED TOWARD SATISFYING THE LANDSCAPING AND SCREENING REGULATIONS. ANY PRESERVED
TREE WITH A DIAMETER AT BREAST HEIGHT OF AT LEAST 6 INCHES AND ANY NEWLY PLANTED TREE WITH A
MINIMUM CALIPER SIZE OF 4 INCHES OR MORE IS COUNTED AS 2 TREES FOR THE PURPOSE OF
DETERMINING COMPLIANCE WITH THE MINIMUM TREE PLANTING REQUIREMENTS.
5. IF THERE ARE INSUFFICIENT EXISTING TREES OR THE DO NOT MEET THE SPACING REQUIREMENTS, THE
PROPOSED TREES SHALL BE PLANTED.
6. TREES AND PLANTS SELECTED FOR REQUIRED LANDSCAPE AREAS MUST BE WELL -SUITED TO THE CLIMATE
AND ON -SITE SOIL CONDITIONS. TREE AND PLANT SPECIES USED TO SATISFY THE MINIMUM REQUIREMENTS
OF THIS ARTICLE MUST BE RATED FOR SURVIVAL IN USDA PLANT HARDINESS ZONE 7B.
7. TREES AND PLANT MATERIAL MUST COMPLY WITH THE SPECIFICATIONS FOUND IN AMERICAN
STANDARDS FOR NURSERY STOCK (ANSI Z60.1).
8. ALL REQUIRED LANDSCAPING MUST BE INSTALLED IN CONFORMANCE WITH THE PRACTICES AND
PROCEDURES ESTABLISHED BY THE MOST RECENT EDITION OF THE AMERICAN STANDARD FOR NURSERY
STOCK (ANSI Z60.1) AS PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN.
9. REQUIRED LANDSCAPING MUST BE INSTALLED IN ACCORDANCE WITH THE LANDSCAPE PLAN APPROVED
PURSUANT TO SECTION 55.110.
10. ALL LANDSCAPED AREAS ADJACENT TO PARKING, DRIVEWAYS ARE ADJACENT TO PAVEMENT SHALL BE
PROTECTED WITH CURBS OR EQUIVALENT BARRIERS.
11. TREES AND LANDSCAPING MUST BE LOCATED AND MAINTAINED SO AS NOT TO INTERFERE WITH UTILITIES,
STREET LIGHTING AND TRAFFIC CONTROL DEVICES.
12. CANOPY TREE SPECIES PLANTED TO SATISFY THE TREE PLANTING REQUIREMENTS OF THIS ARTICLE MUST
HAVE A2.5-INCH MINIMUM CALIPER SIZE AND A MINIMUM HEIGHT OF 8 FEET AT THE TIME OF PLANTING.
13. CONTRACTOR TO PROVIDE ASBUILT LANDSCAPE PLAN INDICATING FLAGGED / SAVED TREES.
PLANT LIST:
LARGE MATURING TREES
KEY QTY COMMON NAME SCIENTIFIC NAME SIZE HEIGHT CONDITION
(D QS 80 Shumard Oak Quercus shumardii 2.5" MIN 8' MIN. B&B
/TRF�RFo RFS�R
\
G,pFgTFR �O/SP)F ,�2UFF�R
oR
\ LOT:14 \
\ SF : 40790 \
ZONING: RA-40 ^ A �o
PARCEL # 08GLG
OTIS GERALD J & WIFEIFE GLORIA
7900 SECLUSIVE DR \ \ xoo
\ V INDIAN TRAIL, NC 28079 A V A N ZONING: RA-40
V PARCEL #: 08279005
MEADOWS LINDA LILES &
\ LOT: 13 \ \ CAROLYN DAVIS & S COPPOLA
\ SF:40,94 \ \ 109 KAVLAN LN
\ � THOMASVILLE, NO 27360
� O
V \ 15 oz
a LOT: 12
SF : 40193 \ \ i i 40,T
/TRF"S" o�S
PFc 72�TFE��
LOT: 16
\ \ \ \ SF : 42036
LOT: 11 V � Z� � V A
\ SF:40193
ZONING: RA-40
PARCEL #: 08279003
MAZZACERRO JOHN D
\ MAZZAEERRO KAREN L \ REQUIRED STREET TREES
7901 SECLUSIVE DR, INDIAN TRAIL. NC \ V�
28079 V A \ \ \ 1�_ /
\ \ o \ LOT: 17 100' UNDISTURBED- ,.,l f_ !
V A V A SF : 42036 BUFFER (TYP) `I _ _ - _
LOT10 A V A BMP POND
: �. - -'-'-
\ SF : 0 \ V A / 3 EASEMENT � 1
POND 3
\ \ 15' l _
LOT:18
SF : 42036
/ \ / ✓
L
\ OT' 9 � V A i
ZONING: RA-40
PARCEL #: 08279001A
CAROLINA DEVELOPMENT SERVICES
ZONING: RA-40
PARCEL #: 08309012A
MCCLAIN MARK S & JOANN M
4520 HOLBROOK DR
CHARLOTTE, NC 28205
SF : 65407 \ xoo � A A � �
\ LOT:19 \ 1
\ \ \ \ SF : 42036 \ \ �200' UNDISTURBED
BUFFER (TYP)
,
LOT: 20
LOT: 7 SF : 60090
/ r POND 2 i 1
SF:63379
0o I i i
100' UNDISTURBED BMP POND
BUFFER (TYP) 2 EASEMENT
\ o _ - __ - -LOT: 6
LOT:6 \ EXISTING PERENNIAL
\ SF : 40531 \ LOT: 21 STREAM #2
1
15' �\ 1
/ / �`FIELD LOCATED
\ \ \ \ A SF : 73384 100' UNDISTURBED
\ \ V BUFFER (TYP)
LOT: 5 BMP POND
SF : 42525 \ \ / �_ 1 EASEMENT
OHO
Leo LOT: 22
\ \ = REQUIRED STREET TREES,
O
POND 1
ez
LOT:4 \
\ SF : 49497 o TREES MUST BE
\ WITHIN 15OF THE LOT: 23 o�
\ RIGHT OF WAY
SF : 44607
LOT:2ZONING: RA-40
4 / C
1 "� PARCEL #: 08282001
I SF : 421 74 / \ / I ; 11 1 1 TRIPLETT CLARINDA
1 i 11 NO NC 11
MONRONROE, 28110
1 1
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LOT:3 LOT:25
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BUFFER (TYP) STREAM #1
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TREES TO BE LOCATED 15'\
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SUBDIVISION MONUMENT SIGN 30' POWER
(BY OTHERS) EASEMENT
LOT: 27 � I I i -0 1
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REVISIONS:
3-21-19 - NCDOT COMMENTS
6-1-19 - ACOE COMMENTS
9-12-19 - COUNTY UTILITY COMP
10-24-19 - NCDOT COMMEN
C19 - LANDSCAPE.DWG
PROJECT NUMBER:
217053
DATE: 08/9/2017
DRAWN BY: HFI
SHEET C 19
OF 34
C19 -LANDSCAPE. DWG -PLOT: rusty - MON. 12-23-2019 8:58 AM

STAPLE
FAVI
[10
PATTERN GUIDE
t4-S2.SCmj
�5-12.Scmr
{�12..r+rmj � (5-[2..r+rmy
I lu.smj
I (4.91m} I
{I,BTTfj
(I Sm] I
4:1 Slopes (A)
3.3
3J'
tIF.San}
# 3:1 Stages ($)
�
(#ml
2:1 Slopes (C)
1:1 2, Ste0ver SlW03 (D)
17 Staples per 30-YD.
i 13.5taples per SO-YD.
MedlumlHlgr, Flow Channel (p)
0 Hlgh Fraw Channel And
FD1
Shoreline (E)
2,
� ��S-I2�4cta��
I 2'
3' it
4, ig.l5titij
I
it.2ml
I *�
�� (1.2m)
(g.Gtni d, (U.GmI (25em}
�
0 D 0
I
I
1•b
„t.5mj
I
24"({I.Smj I 21I"{O.Stn}
C 0 0 cc)
IIraI
3.3
3 i 5rmI
33'
I
I
17 Staples per SO. Y.D.
3A Staples per SO.YO. 3.75 Staples per SQ. Y13.
NOTES:
` Use ECMDSo for more accurate
staple pattern selaction.
NQR7N
DisclaiFner:
Tensor.
AMERICAN
Tne information presalttad herein is gealeTal design informauan only. For specific appllCat Ws,
GREED!
consult .�in nl4igponijUnt OVASSlonA Tor fvrthor dgSion 4uipanov.
51111 St. 14rndel-C ynchiana Rd.
Y1cvv,i4lc.IN47f,13
PII; HU9-722-2U111
wwn.NQgrcrnxunT
arawnan:3h6.11
❑rawingNot ToScale
I2"{3(em)
d"(Iikn,t
CHANNEL
INSTALLATION
I
b
4
()
�
I r i
� f ! �-�_t•';� �•
{#r+stll} 4"( 1 illern I
DETAIL
T. Prepare call heiwe ulstelung roLkn
Emunian l Ilmludlnp anyn"mary 4apocc on 0
I�
4_
071
limn, f wWizar, and Bead.
2 $"In At the [ay a[ V,a d,annal ay
sinchoring the RECPs in a 6'(15cm)
br'
deep X 6"115cm) Y11da Trend, w,lh
TT „
• ` ,. }
` ,•
YT ;
-' ,�* '•'.`� ;t%
• - +,i
y�*''•~ + ~•' ;} _r
-I,'• ' �` ti
(I�Cmt
'
'~
■
„-„
.� ' (5-124crn)
„ •. '
�-;r -: ,•
• ;':�ili � �. '' - -�
.2' -
1
F' 161
apprvximatsty ,Y"(30crn) of RECPa
extended beyond the up -slops portion
oT the IrwKh. Usq SfloreMw mat at the
channakloulvaxl oupel es supplamentsl
scour prae lectliin As r,etl,ed Awwr Wm
RECPs with a row or slsples+s,eloaa
approllmalely 17(3[)Vhl apart In the
bo4am flf the trenc1i Backfill and
,a ch compact the trenaltar staplrrrg pply
th
seed to- e compacted Boil end fold the
vnialning 12'00c-> portion of RECIPt
back over the seed and compacted soil.
.._
-I
® `I I - '•
ti_.
.
Secure RRE.GPs aver compacted loll
wWi a rOw or steple"takes spaced
aPpr'ximarrely 12' apart omm tug
w4h of the RECPS.
3 Roll rentgr RECPs In dwegsan of water
- '
TA
�I
l
-
1�
- a �
flow +n hollom of #,annel. RECPa will
unmil with a lre side against inst the
PP�Pna
II mull ce
edl sudfax, A RE�i's mu
secumly ra&Wned Io soit surface by
pfac n staWVstakes In aporo"Jote
Iocadons as shaom in the slaple palbam
guide.
a. Prate rcrl0cUllve RECP6 end aver�nd
Ii
IT
(Shin* style) with a 4H_GH pverrap Use
:� 1.�I�.i �J.�
- "J
I.
-�1� - ! 4.-1.J.1.��
� dt,�u raw Of fla*s slagP-§Tdtl 4"
ECPg. and S' on center [9 secure
S. Full length Edge or RECPs at lap or aide
310093 mum be arrm m with R row of
stalabWstakes approiyeatsly TrWarD)
apart In a 6"i15cm) dO&P X 6`(15cm)
CRITICAL POINTS
A. OverlyPs mand Seas
8. Pro{ected Waterline
C. Channel 9atfom0deSlope
1
17
Vertices
r *
% c
f
NOTES:
'hlarizDntal staple �cin9 should be
altered if necessary Ia allow staples to
5eGure the critwl ppints along the ch5nne4
Surf.
"in laose soil conditions- the use or staple
or stake ionglhe greater than 6"(1Scrn) may
tie necessary to Properiy secure the
,rude Irancli. BwAal and ccnlnect Via
,rents, after staplm,p
A arnmt RECPa mull be overlapped
appnmwnalely 2-•5" (5-12 6cm)
(E)epsnding On FEECPs lype) and
sL lAed.
7 IR hiph 11ow ehennef appbraleans D
stspiiq check slot iQ nded at X
to 40 rod (9 -12m1 M rvals. Lrae a
doubie mw of staples staggered
4'(10rm) apart and 4"11Bern) an confer
QT'9VYiT1B Not To Soelar
RECP's.
over entire width pf the channar.
9 The Terminal and of The RECPs must he
anchored with a row of sta�lesfsla&es
alppraKVVA1.rtry 12' ( ) apart In a
r NORTH
UisCliimer:
Tenses! ,gjH}ERFEAN
GREEN'
r+3I11 !it. WendEll- C xnthiann Rd. YH: iiDtl`72 2i1d11
The information presented hereln is general design inforfnafiw onty. For spediicappiimitions.
c4r15ull an independl9nt prolq"iPnal I'Or further de.Slgn guidange.
W(ISmn deep X VillScmlwida trend .
@adsRll and winpact Trig trench eae
stapling -
stapling-
YDec.VMe. 1ti 47613
wwr.nuHrrrn.row
Drawn on:3 �6.11
P
r
P
ay
R
135' le'
I I
35' 6, 5 4,
I
SLOPE AS REQUIRED a
3:t SLOPES
-J TERRAIN - MAX SLOPE SECTION AA
LEYEL 2-1
RO W NG 2.1
MOUNTAINOUS 1-1,2:1
FIGURE 8
SYMMETRICAL CUL-DE-SAC
NO CURB & GUTTER
NOTE: aw
ADDITIONAL WW MAY BE
REQUIRED TO ACCOMODATE
TAPERS, TURN LANES, AND
MEDIAN ISLANDS.
I
I
I
I
I
76r
16 R-W
5tt• TAFER
[REQUIRED FOR W LESS THAN 261
SIGHT TTRIANCLE
11W- - -i- - - - I L - 0.
-ww
R-3Q' R-30`
------------ - - - - -- ESTOP - - - - - - - - - - - - - - - - -
I
EDGE OF PAVEMENT EDGE OF PAVEMENT
--------------------------- ----------------------------
EMSTING ROAD
EDGE pF PAVEMENT EDGE OF PAVEMENT
------------------------------------------------------- - - - - - -
NOTE: Drainage easements may be required to occomodofe drainage beyond fhe right-*F-way.
FIGURE 4
RECOMMENDED ROAD CONNECTION
'WITHOUrr C L HB & GU'I"ITEIZ
NEW RESIDENTIAL LOCAL ROAD OR RESIDENTIAL
COLLECTOR ROAD AND EXISTING STATE MAINTAINED
ROAD
STOP CONDITION
CONSTRUCTION SEQUENCE
1. OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS.
2. HAVE THE REQUIRED PRE -CONSTRUCTION MEETING WITH UNION COUNTY NATURAL RESOURCES PRIOR TO
ANY GRADING ACTIVITIES. MINIMUM 48 HOURS NOTICE PRIOR TO MEETING DATE.
3. INSTALL CONSTRUCTION ENTRANCE.
4. STAKE CLEARING LIMITS.
5. INSTALL SILT FENCING CLEARING ONLY AS NECESSARY FOR ACCESS AND FENCE LOCATION.
6. INSTALL DIVERSION DITCHES, TRAPS, ROCK DAMS & BASINS AS NECESSARY FOR ACCESS.
7. INSTALL INLET PROTECTION ON ALL EXISTING STRUCTURES.
8. CONTACT UNION COUNTY NATURAL RESOURCES FOR APPROVAL OF MEASURES, PRIOR TO GRADING.
[phone]
9. CLEAR, ROUGH GRADE SITE. STOCKPILE TOPSOIL TO BE RE -USED WHERE SHOWN. HAUL OFF REMAINDER
ALONG WITH ANY STUMPS/DEBRIS TO WASTE SITE.
10. CULVERT CROSSINGS:
11. -DO NOT DISTURB ANY AREAS BELOW DIVERSION DITCHES FOR CULVERTS UNTIL CULVERTS ARE
DELIVERED ON SITE AND EARTHMOVING EQUIPMENT IS ON SITE.
12. -CONSTRUCT DOWNSTREAM SECTIONS FIRST, PROVIDING TEMP.DAMS/DIVERSIONS.
13.-DEWATER BASIN DURING INSTALLATION OF NEXT PIPE SECTION AS NECESSARY.
14. -IMMEDIATELY SEED/STABILIZE BANKS PER TEMP. SEEDING SPECIFICATIONS.
15. -ADD SILT FENCE AROUND CULVERT FOR INSTALLATION OF HEADWALLS.
16. -STABILIZE WITH PERM. SEEDING (TALL FESCUE) DURING FALL PLANTING SEASON.
17. "ROUGHEN" SURFACE OF SLOPES WITH EQUIPMENT AS SLOPES ARE PREPARED TO FINISHED GRADE.
STABILIZE W/ SEEDING IMMEDIATELY SEED ALL DISTURBED AREAS WITH TEMPORARY SEED MIXTURE AT ALL
AREAS WHICH WILL NOT BE PAVED, GRAVELED, OR OTHERWISE UNDER CONSTRUCTION 30 DAYS AFTER
FINE GRADING OPERATIONS ARE COMPLETE. SEE SEEDING SCHEDULE FOR SEED TYPE, DATES, AND RATES.
18. INSTALL ROADS, UTILITIES, PLUS STORM DRAIN INLET AND OUTLET PROTECTION DEVICES.
19. "ROUGHEN" SURFACE OF SLOPES WITH EQUIPMENT AS SLOPES ARE PREPARED TO FINISHED GRADE.
STABILIZE W/ SEEDING IMMEDIATELY SEED ALL DISTURBED AREAS WITH TEMPORARY SEED MIXTURE AT ALL
AREAS WHICH WILL NOT BE PAVED, GRAVELED, OR OTHERWISE UNDER CONSTRUCTION 30 DAYS AFTER
FINE GRADING OPERATIONS ARE COMPLETE. SEE SEEDING SCHEDULE FOR SEED TYPE, DATES, AND RATES.
20. COMPLETE ALL CONSTRUCTION WITHIN THESE PROJECT LIMITS.
21. EROSION CONTROL MEASURES (BASINS, FENCES, DIVERSION DITCHES) DIRECTLY AFFECTED BY THIS
CONTRACT SHALL BE MAINTAINED/REMOVED UNDER THIS CONTRACT. DEVICES SHALL BE MAINTAINED TO
MAX. 50 % CAPACITY UNTIL AREAS THEY SERVE ARE FULLY STABILIZED. CONTRACTOR TO PROVIDE
PERMANENT GRASSING FOR ALL DISTURBED AREAS NOT COVERED BY BUILDING, PAVING, OR OTHER
LANDSCAPED AREAS.
22. CONTRACTOR TO CONTACT UNION COUNTY NATURAL RESOURCES FOR PERMISSION TO REMOVE
EROSION CONTROL DEVICES. [phone]
23. CONTRACTOR TO REMOVE ALL EROSION CONTROL DEVICES. SPREAD AND SEED ACCUMULATED
SEDIMENT.
24. ALL EROSION CONTROL MEASURES SHALL BE PER NC EROSION CONTROL PLANNING AND DESIGN
MANUAL, U.S. DEPT. OF AGRICULTURE, AND THE SCS.
25. CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND
STRUCTURES TO MINIMIZE EROSION. THE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH THE
UNION COUNTY NATURAL RESOURCES SO THAT PERIODIC INSPECTIONS CAN BE CONDUCTED AT
APPROPRIATE STAGES OF CONSTRUCTION. [phone]
MAINTENANCE NOTES:
SEE DETAIL SHEET 13 FOR MAINTENANCE REQUIREMENTS
OF SKIMMER BASINS, RING FILTERS, AND ROCK DAMS.
ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION
FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK.
ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. SEDIMENT
WILL BE REMOVED FROM THE SKIMMER BASIN AND INLET PROTECTION DEVICES WHEN STORAGE CAPACITY
HAS BEEN APPROXIMATELY 50 FILLED.
GRAVEL WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY.
SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT 6" DEEP AT THE
FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. PERMANENT
GROUNDCOVER MUST BE ESTABLISHED WITHIN THE PROPOSED DITCHES AND CHANNELS.
ADDITIONAL MECHANICAL MEASURES WILL BE REQUIRED IF VEGETATIVE COVER CAN NOT BE ESTABLISHED AS
PROPOSED.
SECTION 5 -STANDARD PLAN NOTES
5.1 GENERAL
THE STANDARD NOTES SHOWN BELOW SHALL BE INCLUDED ON ALL WATER AND SEWER PLANS SUBMITTED
FOR APPROVAL TO UNION COUNTY PUBLIC WORKS (LCPW).
A. ALL WORK SHALL CONFORM TO LATEST REVISION OF THE LCPW OPERATIONAL MANUAL WHICH IS ON FILE
AT THE DIVISION OF UNION COUNTY PUBLIC WORKS OFFICE.
B. ANY QUANTITIES SHOWN ON PLANS ARE NOT VERIFIED BY THE COUNTY.
C. AT THE SITE KEEP AND MAINTAIN ONE RECORD COPY OF ALL CONTRACT DOCUMENTS, REFERENCE
DOCUMENTS AND ALL TECHNICAL DOCUMENTS SUBMITTED IN GOOD ORDER. AS THE WORK PROGRESSES
THE ENGINEER OR HIS DESIGNATED REPRESENTATIVE SHALL RECORD ON ONE SET OF REPRODUCIBLE
DRAWINGS ALL CHANGES AND DEVIATIONS FROM THE ORIGINAL PLANS. HE SHALL RECORD THE EXACT
LOCATION OF ALL CHANGES IN VERTICAL AND HORIZONTAL ALIGNMENT BY OFFSETS AND TIES AT EACH;
SEWER, WATER, ELECTRIC, GAS, COMMUNICATION AND OTHER SERVICES BY OFF -SET DISTANCE TO
PERMANENT IMPROVEMENTS SUCH AS BUILDING AND CURBS. THESE RECORD DRAWINGS MUST BE
CERTIFIED BY THE NORTH CAROLINA REGISTERED PROFESSIONAL ENGINEER WHO PREPARED THE PLANS
AND SIGNS AND SEALS THESE PLANS. THE RECORD DRAWINGS SHALL INCLUDE VERTICAL AND HORIZONTAL
ALIGNMENT OF ALL WATER, SEWER, AND EFFLUENT REUSE LINES, VALVES, TEES, BENDS, REDUCERS,
HYDRANTS, PUMP STATIONS, SERVICE CONNECTIONS, METER BOXES AND/OR PADS, AND OTHER PERTINENT
STRUCTURES. PIPELINE RUNS IN EXCESS OF 500 FEET WITHOUT FITTINGS SHALL INCLUDE VERTICAL
ALIGNMENT INFORMATION AT 500 FOOT INTERVALS. SAID ALIGNMENT SHALL BE TIED TO PERMANENT
IMPROVEMENTS, SUCH AS ROADWAY AND/OR RAILROAD CENTERLINES AND RIGHTS -OF -WAY, BUILDING
AND PROPERTY CORNERS, AND SHALL BE CERTIFIED BY A PROFESSIONAL LAND SURVEYOR, LICENSED IN
THE STATE OF NORTH CAROLINA. THE PROFESSIONAL LAND SURVEYOR CAN COORDINATE WITH THE
CONTRACTOR TO INSTALL THE NECESSARY APPURTENANCES ON BURIED UTILITIES TO FACILITATE THE
SURVEY AFTER CONSTRUCTION IS COMPLETED. IN ADDITION PARCEL ID NUMBERS AND STREET NAMES
SHALL BE SHOWN ON THE PLAN. ON A CASE BY CASE BASIS UNION COUNTY PUBLIC WORKS MAY WAIVE
THE REQUIREMENT FOR CERTIFICATION BY A PROFESSIONAL LAND SURVEYOR, LICENSED IN THE STATE OF
NORTH CAROLINA. HOWEVER, PRIOR CONSENT MUST FIRST BE OBTAINED FROM UNION COUNTY PUBLIC
WORKS. THE COUNTY SHALL WITHHOLD FINAL ACCEPTANCE OF THE PROJECT UNTIL THE REQUIREMENT FOR
RECORD DRAWINGS AND RELATED RECORDS HAS BEEN MET. RECORD DRAWINGS WITHOUT DETAILED
FIELD VERIFIED HORIZONTAL AND VERTICAL LOCATIONS OF ALL FACILITIES SHOWN WILL BE REJECTED.
D. A PRE -CONSTRUCTION MEETING IS REQUIRED BEFORE WORK MAY BEGIN. UNION COUNTY PUBLIC WORKS
SHALL BE NOTIFIED 48 HOURS PRIOR TO PROJECT MOBILIZATION.
E. ALL WORK AND MATERIALS, WHICH DO NOT CONFORM TO LCPW SPECIFICATIONS, ARE SUBJECT TO
REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE.
F. ANY WORK PERFORMED WITHOUT THE KNOWLEDGE OF LCPW IS SUBJECT TO RE -EXCAVATION, REMOVAL
AND REPLACEMENT OF SAME TO BE DONE AT THE CONTRACTOR'S EXPENSE.
G. THE CONTRACTOR SHALL PROVIDE SUFFICIENT PERSONNEL AND EQUIPMENT ON THE JOB AT ALL TIMES
DURING CONSTRUCTION TO SATISFY THE SPECIFICATIONS AND TO COMPLETE WORK.
H. LCPW INSPECTION STAFF MAY OBSERVE PROJECT CONSTRUCTION.
I. THE CONTRACTOR IS TO UNCOVER ALL EXISTING LINES BEING TIED INTO AND VERIFY GRADES BEFORE
BEGINNING CONSTRUCTION.
J. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND TAKE ALL POSSIBLE PRECAUTIONS TO AVOID
ANY DAMAGE TO ALL UNDERGROUND PIPELINES, TELEPHONE, CABLE TV, ELECTRIC LINES/CONDUITS AND
STRUCTURES IN ADVANCE OF ANY CONSTRUCTION. LCPW WILL NOT GUARANTEE ANY LOCATIONS AS
SHOWN ON THESE PLANS OR THOSE OMITTED FROM THESE PLANS. THE CONTRACTOR SHALL BE FULLY
RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MAY OCCUR BY HIS FAILURE TO EXACTLY LOCATE AND
PROTECT EXISTING UTILITIES AND STRUCTURES.
K. CONTRACTOR SHALL VERIFY ALL QUANTITIES SHOWN ON THE PLANS. IF ANY DISCREPANCIES IN QUANTITIES
ARE FOUND, THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER AND LCPW.
L. ALL REGULATORY AND PERMITTING AGENCIES' REQUIREMENTS SHALL BE COMPLIED WITH.
M. APPROPRIATE TURBIDITY CONTROL DEVICES (E.G. SILT FENCES, HAY BAILS) WILL BE UTILIZED DURING ALL
PHASES OF INSTALLATION AND GRADING. CONTRACTOR IS RESPONSIBLE FOR CONTACTING UNION
COUNTY SOIL AND CONSERVATION DEPARTMENT TO DETERMINE THE REQUIREMENTS FOR PERMITTING,
DEVELOPING AND MAINTAINING AN EFFECTIVE STORM WATER POLLUTION PREVENTION PLAN.
N. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES ARE
SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE
PLANS, BUT DO NOT PURPORT TO BE ABSOLUTELY CORRECT. PRIOR TO CONSTRUCTION, THE CONTRACTOR
SHALL VERIFY AND BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED
BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES, STRUCTURES, AND
OTHER FEATURES AFFECTING HIS WORK. ANYTHING NOT SHOWN ON THESE DRAWINGS SHOULD BE
BROUGHT TO THE ATTENTION OF THE ENGINEER AND SHALL NOT CONSTITUTE AN EXTRA, UNLESS APPROVED
BY THE ENGINEER.
O. THE CONTRACTOR SHALL CONTACT THE ENGINEER AND LCPW IMMEDIATELY CONCERNING ANY
CONFLICTS WITH LCPW UTILITIES STRUCTURES ARISING DURING CONSTRUCTION OF ANY FACILITIES SHOWN
ON THESE DRAWINGS.
P. TRAFFIC MUST BE MAINTAINED AT ALL TIMES AS PER NORTH CAROLINA COUNTY DEPARTMENT OF
TRANSPORTATION (NCDOT).
Q. THE CONTRACTOR SHALL NOTIFY UTILITIES UTILIZING THE 811 SERVICE PRIOR TO STARTING CONSTRUCTION.
R. THE CONTRACTOR SHALL REPLACE ALL PAVEMENT, CURBS, DRIVEWAYS, SIDEWALKS, FENCES, ETC., WITH
THE SAME TYPE OF MATERIAL THAT WAS REMOVED DURING CONSTRUCTION OR AS DIRECTED BY THE
ENGINEER. THE CONTRACTOR SHALL RESTORE ALL AREAS AFFECTED BY THE CONSTRUCTION TO ITS
ORIGINAL CONDITION, OR BETTER.
S. WITHIN THE NCDOT RIGHT-OF-WAY, ALL DISTURBED AREAS SHALL RECEIVE GRASSING (SEEDING) OR
SODDING MATERIALS IN ACCORDANCE WITH NCDOT SPECIFICATIONS.
T. THE INFORMATION PROVIDED IN THESE PLANS IS SOLELY TO ASSIST THE CONTRACTOR IN ASSESSING THE
NATURE AND EXTENT OF CONDITIONS WHICH MAY BE ENCOUNTERED DURING THE COURSE OF WORK. ALL
CONTRACTORS ARE DIRECTED, PRIOR TO BIDDING, TO CONDUCT WHATEVER INVESTIGATIONS THEY MAY
DEEM NECESSARY TO ARRIVE AT THEIR OWN CONCLUSION REGARDING THE ACTUAL CONDITIONS THAT
WILL BE ENCOUNTERED, AND UPON WHICH THEIR BIDS WILL BE BASED.
U. ALL FRAMES, COVERS VALVE BOXES, METER BOXES AND MANHOLES SHALL BE ADJUSTED TO FINISHED
GRADE UPON COMPLETION OF PAVING OR RELATED CONSTRUCTION.
GENERAL NOTES:
1 . RETAINING WALLS WILL REQUIRE A SEPARATE PERMIT AND INSPECTION.
2. ALL STORM WATER CATCH BASINS, INLETS, MANHOLES, ETC. SHALL BE PERMANENTLY LABELED AS "NO
DUMPING, DRAINS TO RIVER" AND INCLUDE A FISH SYMBOL.
1.1 SOIL FILL (GEOTECH REPORT SHALL TAKE PRECEDENCE OVER THIS SPECIFICATION IF EXISTS.)
A. PLOW, SCARIFY, BENCH, OR BREAK UP SLOPED SURFACES STEEPER THAN 1 VERTICAL TO 4 HORIZONTAL
SO FILL MATERIAL WILL BOND WITH EXISTING MATERIAL.
B. PLACE AND COMPACT FILL MATERIAL IN LAYERS TO REQUIRED ELEVATIONS AS FOLLOWS:
1. UNDER GRASS AND PLANTED AREAS, USE SATISFACTORY SOIL MATERIAL.
2. UNDER WALKS AND PAVEMENTS, USE SATISFACTORY SOIL MATERIAL.
3. UNDER STEPS AND RAMPS, USE ENGINEERED FILL.
4. UNDER BUILDING SLABS, USE ENGINEERED FILL.
5. UNDER FOOTINGS AND FOUNDATIONS, USE ENGINEERED FILL.
C. PLACE SOIL FILL ON SUBGRADES FREE OF MUD, FROST, SNOW, OR ICE.
1.2 SOIL MOISTURE CONTROL
REVISE PERCENTAGES IN THIS ARTICLE ACCORDING TO GEOTECHNICAL ENGINEER'S WRITTEN
RECOMMENDATIONS.
A. UNIFORMLY MOISTEN OR AERATE SUBGRADE AND EACH SUBSEQUENT FILL OR BACKFILL SOIL LAYER
BEFORE COMPACTION TO WITHIN 2 PERCENT OF OPTIMUM MOISTURE CONTENT.
1 . DO NOT PLACE BACKFILL OR FILL SOIL MATERIAL ON SURFACES THAT ARE MUDDY, FROZEN, OR CONTAIN
FROST OR ICE.
2. REMOVE AND REPLACE, OR SCARIFY AND AIR DRY, OTHERWISE SATISFACTORY SOIL MATERIAL THAT
EXCEEDS OPTIMUM MOISTURE CONTENT BY 2 PERCENT AND IS TOO WET TO COMPACT TO SPECIFIED DRY
UNIT WEIGHT.
1.3 COMPACTION OF SOIL BACKFILLS AND FILLS
A. PLACE BACKFILL AND FILL SOIL MATERIALS IN LAYERS NOT MORE THAN 8 INCHES (200 MM) IN LOOSE
DEPTH FOR MATERIAL COMPACTED BY HEAVY COMPACTION EQUIPMENT, AND NOT MORE THAN 4 INCHES
(100 MM) IN LOOSE DEPTH FOR MATERIAL COMPACTED BY HAND -OPERATED TAMPERS.
B. PLACE BACKFILL AND FILL SOIL MATERIALS EVENLY ON ALL SIDES OF STRUCTURES TO REQUIRED
ELEVATIONS, AND UNIFORMLY ALONG THE FULL LENGTH OF EACH STRUCTURE.
C. COMPACT SOIL MATERIALS TO NOT LESS THAN THE FOLLOWING PERCENTAGES OF MAXIMUM DRY UNIT
WEIGHT ACCORDING TO ASTM D 698: UNDER STRUCTURES, BUILDING SLABS, STEPS, AND PAVEMENTS,
SCARIFY AND RECOMPACT TOP 12 INCHES (300 MM) OF EXISTING SUBGRADE AND EACH LAYER OF
BACKFILL OR FILL SOIL MATERIAL AT 100 PERCENT.
1. UNDER WALKWAYS, SCARIFY AND RECOMPACT TOP 6 INCHES (150 MM) BELOW SUBGRADE AND
COMPACT EACH LAYER OF BACKFILL OR FILL SOIL MATERIAL AT 95 PERCENT.
2. UNDER TURF OR UNPAVED AREAS SCARIFY AND RECOMPACT TOP 6 INCHES 150 MM BELOW
SUBGRADE AND COMPACT EACH LAYER OF BACKFILL OR FILL SOIL MATERIAL AT 85 PERCENT.
3. FOR UTILITY TRENCHES, COMPACT EACH LAYER OF INITIAL AND FINAL BACKFILL SOIL MATERIAL AT 95
PERCENT.
1.4 GRADING
A. GENERAL: UNIFORMLY GRADE AREAS TO A SMOOTH SURFACE, FREE OF IRREGULAR SURFACE
CHANGES. COMPLY WITH COMPACTION REQUIREMENTS AND GRADE TO CROSS SECTIONS, LINES, AND
ELEVATIONS INDICATED.
1 . PROVIDE A SMOOTH TRANSITION BETWEEN ADJACENT EXISTING GRADES AND NEW GRADES.
2. CUT OUT SOFT SPOTS, FILL LOW SPOTS, AND TRIM HIGH SPOTS TO COMPLY WITH REQUIRED SURFACE
TOLERANCES.
B. SITE ROUGH GRADING: SLOPE GRADES TO DIRECT WATER AWAY FROM BUILDINGS AND TO PREVENT
PONDING. FINISH SUBGRADES TO REQUIRED ELEVATIONS WITHIN THE FOLLOWING TOLERANCES:
1 . TURF OR UNPAVED AREAS: PLUS OR MINUS 1 INCH (25 MM).
2. WALKS: PLUS OR MINUS 1 INCH (25 MM).
3. PAVEMENTS: PLUS OR MINUS 1 2 INCH 13 MM).
C. GRADING INSIDE BUILDING LINES: FINISH SUBGRADE TO A TOLERANCE OF 1/2 INCH (13 MM) WHEN
TESTED WITH A 10-FOOT (3-M) STRAIGHTEDGE.
1.1 FIELD QUALITY CONTROL
A. TESTING AGENCY: OWNER WILL ENGAGE A QUALIFIED GEOTECHNICAL ENGINEERING TESTING AGENCY
TO PERFORM TESTS AND INSPECTIONS.
B. ALLOW TESTING AGENCY TO INSPECT AND TEST SUBGRADES AND EACH FILL OR BACKFILL LAYER.
PROCEED WITH SUBSEQUENT EARTH MOVING ONLY AFTER TEST RESULTS FOR PREVIOUSLY COMPLETED
WORK COMPLY WITH REQUIREMENTS.
C. FOOTING SUBGRADE: AT FOOTING SUBGRADES, AT LEAST ONE TEST OF EACH SOIL STRATUM WILL BE
PERFORMED TO VERIFY DESIGN BEARING CAPACITIES. SUBSEQUENT VERIFICATION AND APPROVAL OF
OTHER FOOTING SUBGRADES MAY BE BASED ON A VISUAL COMPARISON OF SUBGRADE WITH
TESTED SUBGRADE WHEN APPROVED BY ARCHITECT.
D. TESTING AGENCY WILL TEST COMPACTION OF SOILS IN PLACE ACCORDING TO ASTM D 1556,
ASTM D 2167, ASTM D 2922, AND ASTM D 2937, AS APPLICABLE. TESTS WILL BE PERFORMED AT THE
FOLLOWING LOCATIONS AND FREQUENCIES:
E. PAVED AND BUILDING SLAB AREAS: AT SUBGRADE AND AT EACH COMPACTED FILL AND BACKFILL
LAYER, AT LEAST ONE TEST FOR EVERY 2000 SQ. FT. (186 SQ. M) OR LESS OF PAVED AREA OR
BUILDING SLAB, BUT IN NO CASE FEWER THAN THREE TESTS.
4. FOUNDATION WALL BACKFILL: AT EACH COMPACTED BACKFILL LAYER, AT LEAST ONE TEST FOR EVERY
100 FEET (30 M) OR LESS OF WALL LENGTH, BUT NO FEWER THAN TWO TESTS.
5. TRENCH BACKFILL: AT EACH COMPACTED INITIAL AND FINAL BACKFILL LAYER, AT LEAST ONE TEST FOR
EVERY 150 FEET (46 M) OR LESS OF TRENCH LENGTH, BUT NO FEWER THAN TWO TESTS.
6. WHEN TESTING AGENCY REPORTS THAT SUBGRADES, FILLS, OR BACKFILLS HAVE NOT ACHIEVED DEGREE
OF COMPACTION SPECIFIED, SCARIFY AND MOISTEN OR AERATE, OR REMOVE AND REPLACE SOIL
MATERIALS TO DEPTH REQUIRED; RECOMPACT AND RETEST UNTIL SPECIFIED COMPACTION IS OBTAINED.
7. ALL MATERIALS, CONSTRUCTION, AND PLANS ARE TO COMPLY WITH CURRENT UNION COUNTY
STANDARD SPECIFICATIONS AND DETAILS.
8. CONTRACTOR SHALL PROVIDE VERIFICATION TO THE DESIGN ENGINEER THAT ALL SKIMMER BASIN
AND/OR POST CONSTRUCTION STORMWATER MITIGATION FACILITY CONFIGURATION, INCLUDING
OUTLET STRUCTURE ELEVATIONS, DAM ELEVATIONS, SPILLWAY ELEVATIONS AND BASIN VOLUMES ARE IN
ACCORDANCE WITH APPROVED DESIGN. IF BASIN CONFIGURATION DOES NOT MEET THE INTENT OF THE
APPROVED DESIGN, THEN THE BASIN FACILITY SHALL BE CORRECTED TO MEET COMPLIANCE OR A NEW
REVISED ANALYSIS MUST BE SUBMITTED TO CRH DEVELOPMENT SERVICES INFRASTRUCTURE FOR REVIEW
AND APPROVAL.
9. STORMWATER MITIGATION MEASURES WILL BE CERTIFIED BY THE DESIGN ENGINEER.
SEEDING SCHEDULE & NOTES
PERMANENT SEEDING SPECIFICATIONS - PS
LOW MAINTENANCE AREAS
STEEP SLOPES OR STONY, SHALLOW OR DRY SOILS
DATES TYPE
RATE
AUG. 25 - SEPT. 15 TALL FESCUE
100 LB/ACRE
FEB. 15 - MAR. 21 SERICEA LESPEDEZA
30 LB/ACRE
KOBE LESPEDEZA
10 LB/ACRE
GENTLE SLOPES, AVERAGE SOILS
DATES TYPE
RATE
AUG. 25 - SEPT. 15 TALL FESCUE
80 LB/ACRE
FEB. 15 - MAR. 21 SERICEA LESPEDEZA
20 LB/ACRE
KOBE LESPEDEZA
10 LB/ACRE
HIGH MAINTENANCE AREAS
GENTLE SLOPES, SOILS WITH AVERAGE OR BETTER MOISTURE,
COOL SITES
DATES TYPE
RATE
AUG. 25 - SEPT. 15 BLEND OF TWO TURF -TYPE
200 - 250 LB/ACRE
TALL FESCUES (90%) AND
TWO OR MORE KENTUCKY
BLUEGRASS VARIETIES (10%)
GENTLE SLOPES, DRIER SOILS, PHYSICAL LIMITATIONS
DATES TYPE
RATE
AUG. 25 - SEPT. 15 BLEND OF 50% KY-31 TALL
200 - 250 LB/ACRE
FESCUE AND 50% MIXTURE
OF TWO OR MORE TURF TYPE
TALL FESCUES
GRASS -LINED
CHANNELS, AVERAGE SOILS
DATES
TYPE
RATE
AUG. 25
- OCT.
TALL FESCUE
200 LB/ACRE OR
4 - 5 LB/1000 SF
GRASS -LINED
CHANNELS, DRY SOILS
DATES
TYPE
RATE
APRIL 15
- JUNE 30
COMMON BERMUDA GRASS
40 - 80 LB/ACRE OR
1 - 2 LB/1000 SF
TEMPORARY SEEDING SPECIFICATIONS - TS
DATES
TYPE
RATE
AMENDMENTS
JAN. 1 - MAY 1
RYE (GRAIN)
120 LB/ACRE
2000 LB/ACRE GROUND
FEB. 15 - MAR. 21
ANNUAL LESPEDEZA
50 LB/ACRE
AGRICULTURAL LIME -
OR LOBE
STONE AND 750 LB/
ACRE OF 10_10_10
FERTILIZER
DATES
TYPE
RATE
AMENDMENTS
MAY 1 - AUG. 15
GERMAN MILLET
40 LB/ACRE
200D LB/ACRE GROUND
AGRICULTURAL LIME-
STONE AND 750 LB/
ACRE OF 10-10-10
FERTILIZER
DATES TYPE RATE AMENDMENTS
AUG. 15 - DEC. 30 RYE (GRAIN) 120 LB/ACRE 2000 LB/ACRE GROUND
AGRICULTURAL LIME-
STONE AND 1000 LB/
ACRE OF 10-10-10
FERTILIZER
MULCH SHALL BE APPLIED AT THE RATE OF 4000 LB/ACRE STRAW. STRAW SHALL BE
ANCHORED BY TACKING WITH ASPHALT. NETTING OR MULCH ANCHORING TOOL.
GRADED SLOPES AND FILLS - THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO
GREATER THAN THE ANGLE WHICH CAN BE RETAINED BY VEGETATIVE COVER OR OTHER
ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT
EXPOSED SHALL, WITHIN 30 WORKING DAYS OF COMPLETION OF ANY PHASE OF GRADING BE
PLANTED OR OTHERWISE PROVIDED WITH GROUND COVER, DEVICES OR STRUCTURES
SUFFICIENT TO RESTRAIN EROSION.
GROUND COVER - WHENEVER LAND DISTURBING ACTIVITY IS UNDERTAKEN ON A TRACT
COMPRISING MORE THAN ONE ACRE, IF MORE THAN ONE CONTIGUOUS ACRE IS UNCOVERED
A GROUND COVER SUFFICIENT TO RESTRAIN EROSION MUST BE PLANTED OR OTHERWISE
PROVIDE WITHIN 30 WORKING DAYS ON THAT PORTION OF THE TRACT UPON WHICH FURTHER
ACTIVE CONSTRUCTION IS NOT BEING UNDERTAKEN, PROVIDED THAT THIS SHALL NOT APPLY
TO CLEARED LAND FORMING THE BASIN OF A RESERVOIR LATER TO BE INUNDATED.
AMENDMENTS SHALL BE APPLIED AT THE RATE OF 4000 LB/ACRE OF GROUND
AGRICULTURAL LIMESTONE AND 1000 LB/ACRE OF 10-10-10 FERTILIZER. DRY SOIL,
GRASS -LINED CHANNELS SHALL USE 3000 LB/ACRE OF GROUND AGRICULTURAL LIMESTONE
AND 500 LB/ACRE OF 10-10-10 FERTILIZER. MULCH SHALL BE APPLIED AT THE RATE OF
4000 LB/ACRE OF STRAW. STRAW SHALL BE ANCHORED BY TACKING WITH ASPHALT.
NETTING OR MULCH ANCHORING TOOL. JUTE OR EXCELSIOR MATTING SHALL BE USED IN
GRASS LINED CHANNELS TO CALCULATED HIGH WATER DEPTH.
SEEDBED PREPARATION NOTES
1. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN. COMPLETE
GRADING BEFORE PREPARING SEEDBED.
2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE TOPSOIL 3" OEEP
ON SLOPES 2:1 OR FLATTER. TOTAL SEEDBED PREPARED DEPTH SHALL BE 4" TO 6"
DEEP. IF SOILS ARE COMPACTED DURING GRADING LOOSEN TO A DEPTH OF 6" TO 8".
3. LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE
SURFACE TO PREVENT INTERFERENCE WITH ESTABLISHMENT AND MAINTENANCE OF
VEGETATION.
4. APPLY LIME ACCORDING TO SOIL TEST RECOMMENDATIONS. SOILS WITH pH HIGHER THAN 6
NEED NOT BE LIMED. IF pH IS NOT KNOWN, APPLY LIME ACCORDING TO SEEDING
SPECIFICATIONS BELOW. APPLY LIMESTONE AND INCORPORATE INTO TOP 4" TO 6" OF SOIL
5. APPLY FERTILIZER ACCORDING TO SOIL TEST RECOMMENDATIONS. IF NO SOIL TEST HAS
BEEN PERFORMED, APPLY FERTILIZER ACCORDING TO SEEDING SPECIFICATIONS BELOW.
6. ROUGHEN SEEDBED SURFACE PRIOR TO APPLICATION. GROOVE OR FURROW SLOPES
STEEPER THAN 3: 1.
7. FOR TEMPORARY SEEDING OF AREAS WHICH WILL NOT BE BROUGHT TO FINAL GRADE FOR
MORE THAN 30 WORKING DAYS, FOLLOW THE TEMPORARY SEEDING SPECIFICATIONS BELOW.
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REVISIONS:
3-21-19 - NCDOT COMMENTS
6-1-19 - ACOE COMMENTS
9-12-19 - COUNTY UTILITY COMn,
10-24-19 - NCDOT COMMEN
C20 - DETAILS.DWG
PROJECT NUMBER: 217053
DATE: 08/9/2017 DRAWN BY: HFI
SHEET C20 OF 34
C20 - DETAILS.DWG - PLOT: rusty - MON. 12-23-2019 8:58 AM

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2 LUGS 3/8• x 114'
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7/ 16'
6"
TOP
UNION COUNTY PUBLIC WORKS DEPARTMENT
UNION COUNTY, N.C.
NOTE
A 21" DIAMETER PRE -CAST
RING SHALL BE PLACED
AROUND EACH VALVE SOX,
BOTTOM
[SCREW TYPE]
STANDARD DETAIL
VALVE BOX
7 318"
I-� 112 314" 1112'
7-
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1 518" q
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PAINT COLORS
BODY .... ........... ..fIRE HYDRANT RED - RUST-OLEUM ENAMEL # 1210 FIRE HYDRANT RED
BONNET...............HIGH GLOSS WHITE - RUST-DLEUM ENAMEL # 2766
CAPS....................HIGH GLOSS WHITE - RUST-OLEUM ENAMEL # 2766
HYDRANTS TO BE SET AT
BURY LINE- EDGE OF RJW AT PROPERTY
TO BE SET AT CORNERS
EXIST. GRADE
LEVEL
6" MECHANICAL JOINT
6" DUCTILE IRON — GATE VALVE
8"p" LEADER WITH
MEGALUGS 14 GA, STRANDED BLUE COATED
COPPER TRACER WIRE
NO 67 fl O
WASHED MECHANICAL JOINT
STONE p C7 "LOCKED"
HYDRANT TEE
0
18" x 18" x b" A MINIMUM OF 6" OF CONCRETE
WILL BE PLACED UNDER THE BASE
STANDARD pETgIC
UNION COUNTY PUBLIC WORKS DEPARTMENT F R E HYDRANT i N S T A A T D N SCALE-
N.T.S.ATE
UNION COUNTY. N.0
1-2-14 3-
EXISTING _
WATER MA1H
THRUST BLOCKING prp
TAPPING SLEEVE ter'llkl
Tl;
& VALVE
fNCASEMEN-
OPTION "A"
TIE IN -DUCTILE IRON DETAIL
NOTE:
OPTION "A" OR "B" WILL BE REQUIRED, OLPENDING ON
THE AMOUNT Of SPACE AVAILABLE. TO BE FIELD VERIFIED
EXISTING
WATER MAIN
THRUST BLO
KING
RESTRAINT JOINT
PIPE FROM VALVE
TO 54' PAST EASING
TAPPING SLEE
VE
�-
8 VALVE
54'
Dip 6A7, R MAIN
0
0
ENCASEMENT
OPTION "B"
TIE IN - DI, RESTRAINT JOINT DETAIL
UNION COUNTY PUBLIC WORKS DEPARTMENT 31 hl%VMMu ue i Mir
TAPPING S�EE11E SCALE -
UNION COUNTY, N.C. N T.S.
11-11-06
CONCRETE PAD
UNION COUNTY PUBLIC WORKS DEPARTMENT R SCALE: 1
UNION COUNTY, N.C. HALITE BOA NSTAELAT[ON ,o°-��� `
T A uP IN 6" - 12" LIFT
CAREFULLY COMPACTED
SELECT BACK FILL 1 FT.
ABOVE TOP OF PIPE
HAND TAMP EARTH
NOTES:
MINIMUM COVER IS 36"
2" PVC SDR 21 (200 PSI)
6`4' PVC SDR 18
12" OR LARGER DIP
A NO STONES LARGER THAN # 67 STONE
SHALL BE USED IN SELECT BACKFILL
UNION COUNTY PUBLIC WORKS DEPARTMENT SCALE:
UNION COUNTY, N.C. WATER T R E N C �- I;AT� : 8 B
1 4 a
l
CONCRETE 4'• 112Of
STORE
PIPE DIA.
CLASS A
CLASS B
NOTES-
ALL CONCRETE 3000 PSI
ALL STONE = N.C-D.O T NO.67
UNION COUNTY PUBLIC WORKS DEPARTMENT
STANDARD DETAIL
SCALE:
UNION COUNTY, N.L.
PIPE BEDDING
DATE
11-17-06
CONCRETE RING
14 GAUGE STRANDED
BLUE COATED COPPER
TRACER WERE �J
2" WATER MAIN
GROUND LEVEE
1 TERMINATE 1' BELOW
GROUND LEVEL
2" COUPLING
VALVE BOX
—va,Lv� gox
2" GALVANIZED
PIPE 2' LONG
b" PVC PIPE RESTING ON BRICK
e �
'2 GALVANIZED PIPE. �.
B' LONG 2" - 90° BEND
2" GATE VALVE --
MECHANICAL JOINT
CONCRETE BLOCKING
UNION COUNTY PUBLIC WORKS DEPARTMENT 11— v" ""
sCA E:
UNION COUNTY, N.C. 2 I+ BLOW -OFF DATE:
TD-4-1T
14 GAUGE STRANDED BLUE—\
CEIATH COPPER TRACER WIRE
SADDLE
COPPER
SERVICE TUBING
3' X\— CONNECTOR
.� CORPORATION
APPROVED SERVICE HARDWARE
2-PVC
MUELLER
FORD
H-T3420
570
SADDLE
UP TO a`
SEE NOTE:
FC 101
BALL CORPORATION
B-25008
F$1DOOG
YORE
H--5020
Y 502
ANGLE HALL VALVE
B 24273
BA94-323WG
CHECK VALVE
H-14247-A
HHS91-323
CONNEG'TL]RS I COPPER
STYLE 110
IGRIP JOINT
EXPANSION CONN=- ION
JEC 23
NOTE:
ROMAL 101N SHALL REPLACE MUELLER FOR PIPE
DIAMETER UP TO 8"
SMITH BLAIR 317, FORD FC 202 OR ROMAC 202N SHALL
REPLACE MUELLER FOR PIPE DIA. 12" AND UP
UNION COUNTY PUBLIC WORKS DEPARTMENT STANDARD DETAIL SAL
UNION COUNTY, N.C. S E, V E E a N N E C T N MATE:
TO-4-11
UNDISTURBED EARTH
12- L
CONCRETE _
i
DITCH BANKS
PLAN 45' BENDS
ALSO 9D°, 22 1/2°, 11 112'
DITCH L
BANKS
MAX 45° r _ -CONCRETE
r
UNDISTURBED
EARTH
�E DITCH
BANKS
*1�1
CONTRACTOR SHALWCU_
AS NECESSARY
SECURE VERTICAL BITCHBOTTOMSTURBED
EARTH
YD
UNDISTURBED EARTH OFCONCRET£
ELEVATION AT FITTINGS
VERTICAL BEND
uNION COUNTY PUBLIC WORKS DEPARTMENT sTaROARn oerAlL 1
THRUST BLOCK SCALE
UNION COUNTY, N.0 N CIA i 5,
11.17-46
TABLE
517,E OF PIPE
LENLEN i�IPE
6'
40,
a'
4D'
12' AND LARGER
BY ENGINEER
CONCRETE RING CONCRETE RING GROUND LEVEL
s
TERMINATE 1' BVALVE Box
ELOW
GROUND LEVEL 2" GALVANIZED
VALVE BOX �� VALVE BOX 2" W WLIHG PIPE 2' LONG
2" BRASS NIPPLE
14 GAUGE STRANDED BLUE--'
COATED COPPER TRACER WIRE 6" PVC PIPE RESTING ON BRICK 6" AWL PIPE RE5TING ON BRICK
WATER MAIN (SIZE VARIES) STUB LENGTR yARlE51 L t
)SEE TABLET 2' LONG F2E0 PIPE
iSEE TABLE] � 3' LONG 2" - 90' BEND
GATE VALVE- 2"GATE VALvt-
MECHANICAL JOINT MJ PLUG 2" 6A E V L JOINT
(SIZE VARIES UPON
WATERMAIN SIZE) COHCRE7E BLOCKING
UNION COUNTY PUBLIC WORKS DEPARTMENT """
SCALE:
UNION COUNTY, N.C. MAINLINE FUTURE EXTENSION WITH BLOW -OFF N.T.5.
DA rE: 2 A
GENERAL NOTES:
11 METER BOX LID TO HAVE AMR LOCATOR IALLIANCE 12DO OR
EQUAL FOR 50W ERT, STANDARD LID FOR 60W ERT)
2) BUILDER/PROPERTY OWNER TO INSTALL NIPPLE, VALVE AND
VALVE BOX BEFORE METER WILL BE SET.
3) METER AND ERT BY UNION COUNTY @ PREVAILING RATE
ELECTRONIC RADIO
TRANSMITTER VALVE BOX BY
BUILDER/PROPERTY OWNER
14 GAUGE STRANDED B • 1p 10" J, L
BLUE COATED COPPER 1
TRACER WIRE ANGLE VALVE r I 1
(WITH LOCK WINGS) f I
EXPANSION I I
TCONNECTOR I I I
1 112'• AMR METER
I I
o
CLEAf1AHCE I ° I
---------"1�i
lll
~ CHECK VALVE VALVE BY BUILDER/PROPERTY
OWNER
TUBING CONNECTOR YOKE BRASS NIPPLE BY
BUILDER/PROPERTY OWNER
UNION COUNTY PUBLIC WORKS DEPARTMENT STANDARD DETAIL E
UNION COUNTY, N.0 METER INSTALLATION FOR AMR METERS
ANCHORAGE SCHEDULE
PIPE SIZE
11 1/42 BEND
22 1/29 BEND
45° BEND
909 BEND
TEE
TEST PRESSURE
W.5.1.1
L
H
L
H
L
H
L
H
L
H
113"
1,D,l
23„
1161r
2r6„
11611
2191,
116,
2'0"
1161,
200
6"
1'6"
1.3"
23"
116"
3T"
1'6"
4'0"
116"
310"
1'6'•
300
1.6,.
1161,2161.
1,9,.
3r0.,
210.,
3191,
2r0,.
T6"
2,6,.
700
a"
2'0"
76"
3'01•
2'0'
3.s..2.3.
4_'6"
2'6'•
3'61•
2 3
300
12'
2.6"
1.9.,
410"
213"
49"
310"
510"4.0.,
3'3"
310"
20D
3'6"
2'D"
53'
21"6'0"
3'3"
7'0"
3.6"
1 ST"
3'6"
3D0
14"
3.0,,
TO"
4'D"
3'0"
4'6"
3.9"
6'0"
3'9"
4'6"
3'6"
200
4'0"
7,6'
5'3"
Y6"
6T,
4'3"
6'6"
5.0"
5'0"
To"
300
16"
2'9"
6"
3 6"
5'O"
4'S"
To"
4.3'.
5'O'•
4'0'•
24G
4'0"
3'B"
6'3'
T9"
6'5"
53•'
870"
S•3"
7'6"
4'0"
300
THRUST BLOCK DIMENSIONS EASED ON SOIL BEARING CAPACIFY
OF 2ODO P.S.F. AND A WATER TEST PRESSURE OF 150 P.S I. 51ZES OF THRUST
BLOCKS MAY BE REVISED BY THE ENGINEER WHERE BEARING CAPACITY
OF SOIL VARIES.
PROVIDE TAR PAPER JOINT BETWEEN CONCRETE THRUST BLOCK AND
PORTION OF PIPE BEING ANCHORED
ALL CONCRETE THRUST BLOCKS SHALL BE 2500 P.S.I. CONCRETE.
MAXIMUM VERTICAL DEFLECTION SHALL BE 22 112'
JOINTS SMALL REMAIN FREE OF CONCRETE FOR INSPECTION, REPAIR OR
REPLACEMENT OF JOINTS.
UNION COUNTY PUBLIC WORKS DEPARTMENT STANDARD DETAIL SCA E=
UNION COUNTY.N.0 THRUST BLOCK SPECIFICATIONS NA
11-17 06
EXISTING WATERMAIN-\
METER &QNNECTOR LINE
RP 2
c
0
SLEEVE -LONG PATTERN
v
a
TAPPING PLUG
rRESTRAINT VALVf
V V V V
EXISTING VALVE f 5.. - LENGTH OF STUB 54 LF RESTRAINT JT.
VARIES {SEE NOTE 71 NEW WATERMAIN
GENERAL NOTES
11) INSTALL CONNECTOR LINE FROM EXISTING BLOW OFF ASSEMBLY TO NEW
MAIN FOR FILLING, TESTING AND STERILIZING NEW MAIN.
121 CONNECTOR LINE TO BE ASSEMBLED WITH RPZ AND METER BY CONTRACTOR
AND TO BE OPERATED AND INDEPENDENT OF EXISTING MAIN.
13) BLOCKING ON EXISTING LINE NOT TO BE 015TUR$ED.
l4i FINAL CONNECTION TO EXISTING MAIN TO BE MADE ONLY AFTER TOTAL
PROJECT IS ACCEPTED BY UNION COUNTY PUBLIC WORKS.
15I VALVES ON EXISTING SYSTEM TO BE OPERATED BY UCPW FORCES ONLY.
16) OILY ONE CONNECTION WILL BE ALLOWED BETWEEN THE EXISTING SYSTEM
AND THE NEW CONSTRUCTION UNTIL TESTING AND DISINFECTION IS COMPLETE.
171 6" OR 8" DIAMETER PIPE= 40 LF OF STUB, 12" OR 16" DIAMETER PIPE= 72 LF OF STUB
STANDARD DETAIL
UNION COUNTY PUBLIL WORKS DEPARTMENT
SCALE-:
UNION COUNTY. N-C
JU PER
IONNEIT2N
DATE-
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REVISIONS:
3-21-19 - NCDOT COMMENTS
6-1-19 - ACOE COMMENTS
9-12-19 - COUNTY UTILITY CC
10-24-19 - NCDOT COMMEN
C20 - DETAILS.DWG
PROJECT NUMBER:
217053
DATE: 08/9/2017 DRAWN BY: HFI
SHEET C21
OF 34mmmmlll
C20 - DETAILS.DWG - PLOT: rusty - MON. 12-23-2019 8:58 AM

50' PUBLIC
MINIMUMSTREET
-III—III—III—II —III—III—III—III olll—III—III—III—III—III—III -III—III—III o lll—III—ll=11.L 11.L 11.L 11.L—L
1-1 1-1 1-1 1-1 1- I� 1-1
6" MINIMUM THICKNESS
MISTINGFILTER FABRIC UNDER STONE
GROUND
50'
MINIMUM
O O O O O O O O O
18' 000000000000000000 PUBLIC
MIN. 000000000000000000 STREET
O_O_O_O_O_O_O_O_O_
GENERAL NOTES:
A STABILIZED PAD OF CRUSHED STONE SHALL BE LOCATED WHERE TRAFFIC WILL BE ENTERING OR
LEAVING A CONSTRUCTION SITE TO OR FROM A PUBLIC STREET.
STONE SIZE TO BE 2"-3" COARSE AGGREGATE.
THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING
OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP
DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF
ANY MEASURES USED TO TRAP SEDIMENT.
ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED
IMMEDIATELY.
WHEN NECESSARY, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC
STREET. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED
STONE WHICH DRAINS INTO AN APPROVED SKIMMER BASIN.
FILTER FABRIC SHALL BE MIRAFI 500 OR EQUAL.
STABILIZED CONSTRUCTION ENTRANCE
FALL
Seeding mixture
Species Rate (lb/acre)
Rye (grain) 120
Seeding dates
Mountains —Aug. 15 — Dec. 15
Coastal Plan and Piedmont —Aug. 15 — Dec. 30
Soil amendments
Follow sail tests or apply 2,000 Ib/acre ground agricultural limestone and 1,000 Ib/acre 10-10-10 fertilizer.
Mulch
Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt, netting, or a mulch anchoring tool. A disk with blades set
nearly straight can be used as a mulch anchoring tool.
Maintenance
Repair and refertilize damaged areas immediately. Topdress with 50 lb/acre of nitrogen in March. If it is necessary to extend
temporary cover beyond June 15, overseed with 50 lb/acre Kobe (Piedmont and Coastal Plan) or Korean (Mountains)
lespedeza in late February or early March.
Seeding mixture
Species Rate (lb/acre)
German millet 40
In the Piedmont and Mountains, a small —stemmed Sundongross may be substituted at a rate of 50 lb/acre.
Seeding dates
Mountains —May 15 — Aug. 15
Piedmont —May 1 — Aug. 15
Coastal Plain —Apr. 15 — Aug. 15
Soil amendments
Follow recommendations of sail tests or apply 2,000 Ib/acre ground agricultural limestone and 705 Ib/acre 10-10-10 fertilizer.
Mulch
Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt, netting, or a mulch anchoring tool. A disk with blades set
nearly straight can be used as a mulch anchoring tool.
Maintenance
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch immediately following erosion or other damage.
LATE WINTER/EARLY SPRING
Seeding mixture
Species Rate (Ib/acre)
Rye (grain) 120
Omit annual lespedeza when duration of temporary cover is not to extend beyond June.
Seeding dates
Mountains— Above 2500 ft: Feb. 15 — May 15
Below 2500 ft: Feb. 1 — May 1
Piedmont —Jan. 1 — May 1
Coastal Plain —Dec. 1 — Apr. 15
Soil amendments
Follow recommendations of sail tests or apply 2,000 Ib/acre ground agricultural limestone and 750 Ib/acre 10-10-10 fertilizer.
Mulch
Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt, netting, or a mulch anchoring tool. A disk with blades set
nearly straight can be used as a mulch anchoring tool.
Maintenance
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch immediately following erosion or other damage.
STABILIZATION
GROUNDCOVER MUST BE PROVIDED ON ALL EXPOSED SLOPES
WITHIN 15 WORKING DAYS BUT NO MORE THAN 30 CALENDAR DAYS,
FOLLOWING COMPLETION OF ANY PHASE OF GRADING; PERMANENT
GROUNDCOVER FOR ALL DISTURBED AREAS WITHIN 15 WORKING
DAYS OR NO MORE THAN 90 CALENDAR DAYS FOLLOWING
COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
TEMPORARY SEEDING SCHEDULE
8' MAX.
MIN. 1C
WIRES
MIN. 12 1/2 GA.
INTERMEDIATE WIRES
ELEVATION
"T" STEEL POST
WIRE FABRIC
ILTER FABRIC (32" WIDTH)
F /\////i\
30" 1� //\/'0,
w 5- 10'
GROUND LINE
0 0 0 4
00
4
J 0
0 ANCHOR SKIRT WITH STONE
SECTION
GENERAL NOTES MAINTENANCE NOTES
FENCE FABRIC SHALL BE A MINIMUM OF 32" IN WIDTH AND
FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH
SHALL HAVE A MINIMUM OF 6 LINE WIRES WITH 12"
RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY
SPACING.
REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY.
FILTER FABRIC SHALL BE MIRAFI 140 FABRIC OR EQUIVALENT.
SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO
THE END OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL BE
BURLAP CANNOT BE USED WHERE SILT FENCE IS TO REMAIN
NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY.
FOR A PERIOD OF MORE THAN 30 DAYS.
SEDIMENT DEPOSITS SHOULD BEREMOVED AFTER EACH STORM EVENT WHEN
STEEL POST SHALL BE 5' IN HEIGHT AND BE OF THE
THEY DEPOSITS REACH APPROXIMATELY HALF THE HEIGHT OF THE BARRIER.
SELF- FASTENER ANGLE STEEL TYPE.
ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE OR FILTER
WOOD POST SHALL BE 6' IN HEIGHT AND 4" IN DIAMETER.
BARRIER IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM WITH THE
EXISTING GRADE, PREPARED AND SEEDED.
WIRE FABRIC SHALL BE FASTENED TO WOODEN POST WITH NOT
LESS THAN #9 WIRE STAPLES 1 1/2" LONG.
SILT
FENCE
DETAIL
W =Do+L
�P
4" — NO. 5 WASHED
STONE
PLAN SECTION A —A
ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER.
BOTTOM GRADE SHALL BE 0.0% WHEN USING SCS/MD. METHOD.
SIDE SLOPES TO BE 2:1 OR FLATTER.
SIDEWALLS SHALL EXTEND UP AS SHOWN ON PLANS BUT NOT LESS THAN 2/3 THE
PIPE DIAMETER.
. THERE SHALL BE NO OVERFALL FROM THE END OF THE APRON TO THE SURFACE OF
THE RECEIVING
CHANNEL. THE AREA TO BE PAVED OR RIP —RAPPED SHALL BE UNDERCUT SO THAT
THE INVERT
OF THE APRON SHALL BE AT THE SAME GRADE (FLUSH) WITH THE SURFACE OF THE
RECEIVING
CHANNEL. THE APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM
END.
THE END WIDTH OF THE APRON SHALL EQUAL THE BOTTOM WIDTH OF RECEIVING CHANNEL.
• PLACING EITHER LOOSE OR COMPACTED FILL IN THE RECEIVING CHANNEL SHALL NOT
BE ALLOWED.
NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON WILL BE PERMITTED.
BOTTOM GRADE SHALL MATCH SLOPE OF CHANNEL WHEN USING N.Y. D.O.T. METHOD.
RIP
RAP
APRON
HensonFoley
Landscape Architecture Civil Engineering
8712 Lindholm Drive, Suite 202A, Huntersville NC 28078
r 704.875.1615 1 f: 704.875.0959 1 wvvw.hensonfoley.com
15
0
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0' 10
F—
w
z
r
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0 5 10 15
DIAMETER OF PIPE IN FEET
STORM PIPE OUTFALL RIP -RAP
PROTECTION CALCULATION
ZONE
APRON
MATERIAL
CLASS
OF
STONE
SIZE
OF
STONE
LENGTH
OF
APRON '
MINIMUM
THICKNESS
OF STONE
1
STONE
FINE
3"
4 X D
9"
2
STONE
LIGHT
6"
6 X D
12"
3
STONE
MEDIUM
13"
8 X D
18"
4
STONE
HEAVY
23"
8 X D
30"
5
STONE
HEAVY
23"
10 X D
30'
6
STONE
HEAVY
23"
12 X D
30"
REQUIRES LARGER STONE OR ANOTHER TYPE OF
7 DEVICE, DESIGN IS BEYOND THE SCOPE OF THIS
PROCEDURE.
WIDTH - DIAMETER + 0A (LENGTH) 6' MINIMUM
* LENGTH TO PREVENT SCOUR HOLE
NAME
WEIGHT
SIZE
SPECIE CAT ONS
(LBS.)
RIP -RAP
30% SHALL WEIGH AT LEAST 100
LBS EACH. NO MORE THAN 10%
CLASS 1
5 - 200
SHALL WEIGH LESS THAN 15 LBS,
EACH,
60% SHALL WEIGH AT LEAST 100
LEA EACH. NO MORE THAN 5%
CLASS 2
25 - 250
SHALL WEIGH LESS THAN 50 LBS,
EACH,
EROSION CONTROL STONE
CLASS A
2" - 6'.
10% TOP & BOTTOM SIZES.
NO GRADATION SPECIFIED,
CLASS B
15 - 300
NO GRADATION SPECIFIED.
STRUCTURE
0-FLOW
DIAMETER OF
OUTLET
VELOCITY
DEPTH OF
ZONE
APRON
LENGTH
APRON
WIDTH
APRON
THICKNESS
STONE
REMARKS
(CFS)
PIPE (IN.)
(FPS.)
FLOW (FT.)
(FT.)
(FT.)
(IN.)
CLASS
FES 6
25.37
36
6.50
1.58
2
18
4
9
2
FES 15
6.71
24
4.77
1.24
2
12
3
9
2
FES 40
10.21
24
5.50
1.17
2
12
3
9
2
HW 2
78.51
(2)36
11.57
2.
Z:
i
1
HW 4
122,58
(2)30
9,37
3,16
3
30
6
13
3
CWDFES 6
21.55
24
7.73
1.66
2
12
3
9
2
SOURCE: 'BANK & CHANNEL LINING PROCEDURES', NEW YORK DEPARTMENT OF TRANSPORTATION, DIVISION OF DESIGN AND CONSTRUCTION, 1971.
PERMANENT SEEDING SCHEDULE
FESCUE MIX
SURFACE PREPARATION
FINE GRADE AREA TO BE SEEDED AND LIGHT DISK
OR RAKE TOP 6" OF SOIL.
SEEDING MIXTURE
SPECIES RATE (LB/1006SFT)
REBEL TALL FESCUE 6
SEEDING DATES
BEST: AUG.25OCT.
POSSIBLE: FEB.APR.15
AVOID SEEDING FROM NOV. TO JAN. IF SEEDING
MUST BE DONE AT THIS TIME, ADD 40LB\ACRE OF
RYE GRASS.
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR
APPLY 2,000 LB/ACRE GROUND AGRICULTURAL
LIMESTONE AND 750 LB/ACRE 101010
FERTILIZER.
MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY
TACKING WITH ASPHALT, NETTING, CHAR OR A
MULCH ANCHORING TOOL. A DISK WITH BLADES
SET NEARLY STRAIGHT CAN BE USED AS A MULCH
ANCHORING TOOL.
MAINTENANCE
REEERTISZE IF GROWTH IS NOT FULLY ADEQUATE.
RESEED, REEERTISZE AND MULCH IMMEDIATELY
FOLLOWING EROSION OR OTHER DAMAGE.
PERM. SEEDING
NAG -NORTH AMERICAN GREEN
1-800-772-2040
WWW.NORTHAMERICANGREEN.COM
CHANNEL DETAIL
6" (TYR)
MAINTENANCE
INSPECT SKIMMER BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT
(ONE-HALF INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY.
REMOVE
SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN
SEDIMENT ACCUMULATES TO ONE-HALF THE HEIGHT OF THE FIRST BAFFLE. PULL THE
SKIMMER TO ONE SIDE SO THAT THE SEDIMENT UNDERNEATH IT CAN BE EXCAVATED.
EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN, NOT JUST AROUND THE SKIMMER
OR THE FIRST CELL. MAKE SURE VEGETATION GROWING IN THE BOTTOM OF THE BASIN
DOES NOT HOLD DOWN THE SKIMMER.
REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE -ANCHOR THE BAFFLES
IF WATER IS
FLOWING UNDERNEATH OR AROUND THEM.
IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN,
USUALLY JERKING ON THE ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN AND
DISLODGE THE DEBRIS AND RESTORE FLOW. IF THIS DOES NOT WORK, PULL THE
SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVE THE DEBRIS. ALSO CHECK
THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS CLOGGED; IF SO REMOVE THE
DEBRIS.
IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED
AND THE OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BY FLUSHING WITH
WATER. BE SURE AND REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER.
CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS
WITH FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK THE
EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE, AND INSPECT THE
EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS
IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE SKIMMER AND POOL
AREAS.
BAFFLES
EMERGENCY SPILLWAY
6" ABOVE SA ELEV.
SKIMMER
5'
Z
L = 1.4 X DEPTH TO —
OVERFLOW
FLEXIBLE HOSE CUT-OFF TRENCH
4-INCH SCHEDULE 40 PVC 2' DEEP, 3' BOTTOM
@ 1% MIN 2:1 SIDE SLOPES
SLOPE CALCULATED FROM
OUTLET END OF FLEX HOSE TO OUTLET C F / TI / \N l
NOTES:
FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL 1. LOCATE THE SEDIMENT INLETS TO THE BASIN THE GREATEST DISTANCE FROM THE PRINCIPLE SPILLWAY.
PRECAUTIONS SHOULD BE TAKEN IN THE WINTER TO PREVENT THE SKIMMER 2. ALLOW THE MAXIMUM REASONABLE DETENTION PERIOD BEFORE THE BASIN IS COMPLETELY DEWATERED
FROM PLUGGING WITH ICE. 3. REDUCE THE INFLOW VELOCITY AND DIVERT ALL SEDIMENT -FREE RUNOFF WHERE POSSIBLE.
SKIMMER BASIN NTS
CLASS B
MAX. CLEANOUT DEPTH = 2' NE
1 STORAGE 1 3 =
DENUDED AREA O
// 57 STONE 2 I B
2' 10' M I N
CUT—OFF TRENCH
RIP RAP APRON
CROSS SECTION
CLASS B STONE
d50
EROSION CONT.__
CROSS SECTION - OUTLET
WEIR EQUATION Q = CwLH 3/2
010 ROCK DAM DETAIL
L = Wo L — 3/2„
Cw(H)
RD #
Ho
FT.
H
FT.
A
FT.
WQ
FT.
B
FT.
STORAGE
REQ'D.
FT.3
BASIN DIM.
WIDTH LENGTH
FT. FT.
18" MIN. OVERLAP
�p� a O FILTER FABRIC
ELEVATION AT DAM
CLASS 1 OR B �00
EROSION CONTROL OO
STONE
°O� 2/
�p�O OP-) a
C6a(p
°0 q0
V G2'C O
SECTION THROUGH DAM
CHECK DAM
IV 1
FILTER FABRIC
1' FREEBOARD
SELECTED FILL
PLACED IN LAYERS
AND COMPACTED
RIP RAP APRON
CLASS 'A' RIP RAP
L=8'
W= 4'
D=18"
COMPACTED BERM
GENERAL NOTES:
AREA UNDER EMBANKMENT SHALL BE CLEANED, GRUBBED AND STRIPPED OF ANY VEGETATION
AND ROOT MAT. THE POOL AREA SHALL ALSO BE CLEARED.
THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER WOODY
VEGETATION AS WELL AS OVER —SIZED STONES, ROCKS, ORGANIC MATERIAL OR OTHER
OBJECTIONABLE MATERIAL. THE EMBANKMENT SHALL BE COMPACTED BY TRAVERSING
WITH EQUIPMENT WHILE BEING CONSTRUCTED.
SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE
SEDIMENT HAS ACCUMULATED TO 1/2 THE DESIGN DEPTH OF TRAP. REMOVED SEDIMENT
SHALL BE DEPOSITED IN A SUITABLE AREA IN SUCH A MANNER THAT IT WILL NOT ERODE.
THE TRAP SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NEEDED.
CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND
WATER POLLUTION IS MINIMIZED.
ALL CUT AND FILL SLOPES SHALL BE 2:1 OR FLATTER.
IF SKIMMER BASIN IS IN USE 30 DAYS OR LONGER, EMBANKMENTS SHOULD BE SEEDED OR
OTHERWISE PROPERLY STABILIZED.
STORAGE AREA IS SHOWN AS RECTANGULAR FOR ILLUSTRATIVE PURPOSES ONLY. MAY BE
CONSTRUCTED IN ANY SHAPE AS LONG AS THE REQUIRED STORAGE IS PROVIDED.
REQUIRED STORAGE = 1800 CF/DENUDED ACRE. RECOMMENDED STORAGE = 1800 CF/DRAINAGE
AREA.
LENGTH OF STONE OUTLET BASED UPON 10—YEAR STORM.
WHENEVER TOPOGRAPHY ALLOWS, BASIN LENGTH SHOULD BE 2 x WIDTH TO ALLOW FOR SETTLING.
BAFFLES SHOULD BE INSTALLED IN BASINS WHERE LENGTH IS LESS THAN TWICE THE WIDTH.
MAINTENANCE NOTES ABOVE FOR RING FILTER
AND ROCK DAM
0
f
� N M
MAX. SEDIMENT DEPTH
(CLEAN OUT POINT)
SECTION
GENERAL NOTES:
1. GRAVEL AND RIP RAP FILTER BERM BASIN SHOULD BE USED TO PROTECT EXISTING PIPE
INVERTS THAT DRAIN 10 ACRES OR LESS.
2. DIMENSIONS SHOWN ARE THE MINIMUM ACCEPTED UNLESS OTHERWISE NOTED.
RING FILTER DETAIL
SEE BASIN SIZES IN SKIMMER BASIN
CHART -DETAIL 8 ABOVE
,-� RINGF�I LTER
11 1
CLASS I RIP RAP
FINISH GRADE
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REVISIONS:
3-21-19 - NCDOT COMMENTS
6-1-19 - ACOE COMMENTS
9-12-19 - COUNTY UTILITY COMP
10-24-19 - NCDOT COMMEN
C20 DETAILS.DWG
PROJECT NUMBER: 217053
DATE: 08/9/2017 DRAWN BY: HFI
SHEET C22 OF 34
C20 - DETAILS.DWG - PLOT: rusty - MON. 12-23-2019 8:58 AM

I_1
Culvert
1.5'
I I
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FLOW (TOP DIM.) TOP OF BERM
NBASIN
ELEVATION OF STORMWATER_
3SEDIMENT STORAGE AREASEDIMENT COLLECTION LEVEL
I
N (BOTTOM DIM.)
MAXIMUM 1.5' DEPTH IIIIIIIIIIIIIIIIIIII
IS REACHED.
1'
MIN.
5' MIN.
CLASS UP RIPRAP.
CARRY UP SIDES OF SPILLWAY.
#57 WASHED STON 00 (H) 1' MRBRD
(D 1 0 0 0 0 0 0 2
j O O O O �1 3' MIN.
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3' _ 00�0 0�0�0�00
CLASS #1 OR #2
IIIIIIIIIIIIIIIIIIII 1' FILTER RIP -RAP. KEY IN
FABRIC BOTTOM LAYER.
I 1' MIN. 17' MIN.
SECTION THROUGH BASIN AND FILTER
CLASS "B" RIP -RAP. CARRY UP
BOTH SIDES OF SPILLWAY.
4' MIN. 3' MIN.
(L) FLOW SEDIMENT PIT
�__00�___i
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' MIN. FREEBOARD (H) 00000 IIIIII-III;
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H��III ��III ��III ��III ��III ��III ��IIIIII���III���III���III���III���III���III� I EARTH BERM
7' APPROX. PERSPECTIVE VIEW
USE FORMULA FOR 57 WASHED STONE
BROAD CRESTED Q = C L H #
WEIR TO DETERMINE (TL-2.9) 1 FT. THICK
SECTION THROUGH BERM AND FILTER
PLAN VIEW Stream width i
at bankful
Spillway -------
,�
--- 1.5 J
CROSS SECTION A —A' CROSS SECTION B—B'
PLUNGE POOL DETAIL NOT TO SCALE
TYPICAL CROSS—SECTION LOOKING DOWNSTREAM
--EL POST
rnNIF
SECTION
1'
4'
GENERAL NOTES:
AREA UNDER EMBANKMENT SHALL BE CLEANED, GRUBBED AND STRIPPED OF ANY VEGETATION
AND ROOT MAT. THE POOL AREA SHALL ALSO BE CLEARED.
THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER WOODY
VEGETATION AS WELL AS OVER —SIZED STONES, ROCKS, ORGANIC MATERIAL OR OTHER
OBJECTIONABLE MATERIAL. THE EMBANKMENT SHALL BE COMPACTED BY TRAVERSING
WITH EQUIPMENT WHILE BEING CONSTRUCTED.
SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE
SEDIMENT HAS ACCUMULATED TO 1/2 THE DESIGN DEPTH OF TRAP. REMOVED SEDIMENT
SHALL BE DEPOSITED IN A SUITABLE AREA IN SUCH A MANNER THAT IT WILL NOT ERODE.
THE TRAP SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS
NEEDED.
CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND
WATER POLLUTION IS MINIMIZED.
ALL CUT AND FILL SLOPES SHALL BE 2:1 OR FLATTER.
IF SKIMMER BASIN IS IN USE 30 DAYS OR LONGER, EMBANKMENTS SHOULD BE SEEDED OR
OTHERWISE PROPERLY STABILIZED.
STORAGE AREA IS SHOWN AS RECTANGULAR FOR ILLUSTRATIVE PURPOSES ONLY. MAY BE
CONSTRUCTED IN ANY SHAPE AS LONG AS THE REQUIRED STORAGE IS PROVIDED.
REQUIRED STORAGE — 1800 CF/DENUDED ACRE. RECOMMENDED STORAGE = 1800 CF/DRAINAGE
LENGTH OF STONE OUTLET BASED UPON 10—YEAR STORM.
WHENEVER TOPOGRAPHY ALLOWS, BASIN LENGTH SHOULD BE 2 x WIDTH TO ALLOW FOR SETTLING.
BAFFLES SHOULD BE INSTALLED IN BASINS WHERE LENGTH IS LESS THAN TWICE THE WIDTH.
i„1�1�► hl�I�h1�1�h,1'1 h,1�1„► �
SILT FENCES HOG WIRE-, 6" MAX
FRONT VIEW
WIRE STEEL POST
HORIZONTALLY ACROSS
OPENING AT TOP OF
HOGWIRE/HARDWARE CLOTH
STEEL POST
/-SILT FENCE
HARDWARE CLOTH (1/4" MESH)
MAINTENANCE:
1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY OR HIS AGENT
IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL ANY
REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
2 SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED
USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY,
3 SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY HALF THE HEIGHT
OF THE BARRIER RESTORE STONE TO ITS ORIGINAL DIMENSIONS,
4 ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE IS REMOVED SHALL BE
DRESSED TO CONFORM TO THE EXISTING GRADE, PREPARED AND SEEDED,
SILT FENCE STONE OUTLET
Not to Scale
INLET ZONE 25%
OF SURFACE AREA
INLET ZONE 25%
OF SURFACE AREA
INLET ZONE 25%
OF SURFACE AREA
OUTLET ZONE 25%
OF SURFACE AREA
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4'-0" MAX. SPACING
(TYPICAL)
BAFFLE INSTALLATION
Not to Scale
LENGTH AS NECESSARY
TO GO THRU DIKE
+4''-•7
h- lN�.
I
FLEXIBLE PIPE
TIE DOWN 10' MAX. SPACING
TIE DOWN AT ENE)
4' (Mlt,1)*
* AT LESS THAN 1 SLOPE
DIAME:TEIR (0)
PROFILE
EXTEND TO EDGE OF
ENT P11
x
GENERAL NOTES:
1. DRIVE 5' STEEL POST AT LEAST
24" INTO SOLID GROUND.
2. USE STAPLES 1' APART
HORIZONTALLY AND VERTICALLY
TO ATTACH THE FILTER FABRIC
TO THE WIRE FENCE.
3. MINIMUM BAFFLE SPACING IS 10'.
4. THE FLOOR OF THE BASIN IN
THE OUTLET ZONE AND BERMS
SHOULD BE SEEDED
IMMEDIATELY AFTER THE BASIN
IS CONSTRUCTED.
5. REFER TO NCESCPDM SECTION
#6.65 FOR ADDITIONAL
SPECIFICATIONS.
5' STEEL POST ---
FLOW
8" X 6" TRENCH
BACKFILL AND COMPACT
FENCE AND FABRIC
BURIED IN TRENCH
III=111=
III-11
RIP RAP do WASHED STONE
FILTER BERM
(MCLDS 30,12) —
EARTH DIKE
SEDIMENT PIT NOT
REQUIRED IF BASIN IS
LOCATED DOWNSTREAM OF
PIPE OUTLET, (VOLUME PER
MCLDS 30.12)
CONSTRUCTION SPECIFICATIONS:
1. THE TOIL 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 1N 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 WA7F_R 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 SMALL BE PROVIDED AT THE OUTLET, IF PARTY OR HIS AGENT.
EMPT'ONO 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,
FLEXABLE PIPE SLOPE DRAIN
APPROVED DATE: 0 007 T To SCALD
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REVISIONS:
3-21-19 - NCDOT COMMENTS
6-1-19 - ACOE COMMENTS
9-12-19 - COUNTY UTILITY COMP
10-24-19 - NCDOT COMMEN
C20 - DETAILS.DWG
PROJECT NUMBER: 217053
DATE: 08/9/2017 DRAWN BY: HFI
SHEET C23 OF 34
C20 - DETAILS.DWG - PLOT: rusty - MON. 12-23-2019 8:58 AM

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SHEET 2 OF 2
840.34
GENERAL NOTES:
USE STANDARD OR JUMBO BRICK FOR WALL CONSTRUCTION. SOLID
CONCRETE BRICK OR BLOCK ARE OPTIONAL WALL CONSTRUCTION MATERIAL
PRECAST UNITS MADE OF CLASS "AA" CONCRETE MAY BE USED IN LIEU
OF BRICK MASONRY CONTRUCTION. SUBMIT DESIGN OF PRECAST UNITS
FOR APPROVAL PRIOR TO CONSTRUCTION.
INCLUDE ALL ADJUSTMENTS TO WALLS, SLABS OR REINFORCING MATERIAL
IN THE UNIT PRICE BID FOR EACH UNIT.
INSTALL OPTIONAL MANHOLE IN POSITION AS DIRECTED BY THE ENGINEER.
CUT OR BEND ALL REBAR CROSSING THIS OPENING TO ALLOW 2" MINIMUM
CONCRETE COVERAGE. ENCLOSE THE OPENING WITH 8 A" BARS TIED TO
TO THE REBAR MAT AND SET SO A MINIMUM OF 3" CONCRETE COVER IS
ATTAINED. REFERENCE STD. NO. 840.54 FOR MANHOLE INFORMATION.
PROVIDE JUNCTION BOXES WITH MAHNOLES OVER 3'-6" IN DEPTH WITH
STEPS PLACED ON 12" CENTERS. REFERENCE STD. NO. 840.66.
SPACE DOWEL "C" BARS AT A MAXIMUM OF 12" CENTERS.
MAXIMUM DEPTH OF THIS UNIT AS SHOWN IS 12'.
CONSTRUCT THE JUNCTION BOX IN ACCORDANCE WITH
SECTIONS 830, 832, 834 AND 840 OF THE STANDARD SPECIFICATIONS.
BILL OF MATERIAL
BAR
TY.
SITE
LENGTH
WEIGHT
A
8
#5
V-2"
9 7
B
14
#5
5`-6"
80.3
C
26
#4
V-6"
26.1
Y
14
#5
6'-11ab"
101.5
STEEL TOTAL WEIGHT
217.6
CU. YDS. CLASS "AA" CONC.
2.6
CU. YDS. BRICKJFT. HT. 8"
0.53
CU. YDS. BRICKIFT. HT. 12"
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M TI TOP & BOTTOM 1D"J{ Z
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r-' Z ll�j6"- 5 SPA. @ 11" _ _� �2rr FILL FACE II �2"
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2'-1735s" 5 SPA. @ 11" 'No' BARS
9^ 2, 7%„ IN BOTTOM OF FOOTING SECTION - BB
3-
PLAN SEE STO. # 038.45 FOR GENERAL NOTES.
BILL OF MATERIAL FOR ENDWALL
4 REINF. STEEL 1 PIPE J
9 -0"
-n M BAR SIZE LENGTH NO. 1E[DIT J
C= z N 2-G1 w N B1 #4 5'-fi" 4 15 ¢ Q LU
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v m z ELEVATION V2 FILL FACE V1 #4 6'-3" 6 25 0 z
c = ,� H2 1-V2, 1 -V3, 1 -V4 V2 #4 5' -1 " 6 20 J p 1--I
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"H11 BARS "N" BARS "Z" BARS 3-N1 3-N2
5 SPA. @ 11" REINF. STEEL LBS. 409
SHEET 2 OF 2 "H", "N", & "Z" BAR DIMENSIONS ARE OUT TOT OUT. WING ELEVATION PWIC.S. CU. YDS 5.9 SHEET 2 OF 2
838.27 838.27
O Z
vM PAVEMENT (n
1/B" RAD. s,1 9n 1" RAD. 2" HAD. PAVEMENT 1/8" HAD. SURFACE Q
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8" X 12" OR 18" 9" X 12" OR 18" o
4'-O" PROPOSED CONCRETE CURB CONCRETE CURB
2'-Ott 2'-fl" EDGE OF
PAVEMENT 2" RAD. 2'-0"
8" 2'-4" MIN. " RADIUS IT 1/4 rr jn
M C '.� a .' Ori p:• o .' q, • a .' 0 '.a ❑ 17" D]L _ n•. a . a . 7. 44` ::: _
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�,. v -PLACE CONTRACTION JOINTS AT 10 INTERVALS, EXCEPT THAT JOINT WITH JOINT Q W m
C n A 15' SPACING MAY BE USED WHEN A MACHINE IS USED OR WHEN SEALER u] L]
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-4 C z WITHOUT THE USE OF TEMPLATES AT 10' INTERVALS. 1 18'f RAD. GUTTER = a" O
m -1G7 -JOINT SPACING MAY BE ALTERED IF REQUIRED BY THE ENGINEER. .o:. RAD• SURFACET SURFACE 2 a
-CONTRACTION JOINTS MAY BE INSTALLED WITH THE USE OF
TEMPLATES OR FORMED BY OTHER APPROVED METHODS. :v•: o . :v-:. o . :o:.. v'-' :a cv z v
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CONSTRUCT NON -TEMPLATE FORMED JOINTS A MIN. OF 11A2DEEP. o .' 0•. Q 4"•. D• ❑ :. 7•' ' ' `❑
-FILL ALL CONSTRUCTION JOINTS, EXCEPT IN B"7C6" MEDIAN CURB, �' •v.' •' 6 �; p. q v =� • ' v'.'�'
WITH JOINT FILLER AND SEALER. PROPOSED
-SPACE EXPANSION JOINTS AT 90' INTERVALS AND ADJACENT TO CURB & GUTTER PROP• 1 r' h JOINT FILLER
ALL RIGID OBJECTS. JOINT PAVEMENT
LONGITUDINAL JOINT TRANSVERSE EXPANSION JOINT
IN CURB AND GUTTER
SHEET 1 OF 3 SECTION VIEW OF JOINTS ISHEET 1 OF 3
846.01 1846.01
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87
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PLAN OF BOTTOM SLAB CONCRETE BLOCK
NOTE 1: CONSTRUCT SECTION "B" OF THE PROPOSED WALL B" THICK.
AND SECTION A" 12" THICK.
NOTE 2: IF PROPOSED STRUCTURE EXCEEDS 12'-0" VERTICAL HEIGHT A
DESIGN WILL BE REQUIRED FOR APPROVAL.
NOTE 3: USE SINGLE MAT REINFORCING STEEL;
SHEET 1 OF 2 EXCEPT DOUBLE MAT STEEL MAY BE USED IN LIEU
84D . 34 OF HOOK BARS IN BASE SLAB.
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7" 7"
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BILL OF MATERIAL FOR ENDWALL
REINF. STEEL i PIPE J
9 G BAR SIZE LENGTH NO. KIF J
N 61 #4 5'-
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REQUIREMENTS AND CONSTRUCTION GUIDELINES.
14A RAD 011-A- n17
SHEET 1 OF 1
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SECTION X-X
BILL OF MATERIALS
COMMON
CONCRETE ALT.
BRICK ALT.
BAR
I SIZE
LENGTH
QUANTITY
WEIGHT
LENGTH
QUANTITY
WEIGHT
A
B-4
6
7.7
6
47.7
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16
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CONCRETE IN WALLS CLASS AA CUBIC YARD
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CONCRETE IN UBIC YARDS1
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LINEAR FOOT BID PRICE FOR MASONRY DRAINAGE STRUCTURE".
LL C
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Q 0
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LL
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-CONCRETE FOR BRICK BOX REFER TO SECTION 832 OF THE
STANDARD SPECIFICATIONS.
-PROVIDE GRATED DROP INLETS OVER 3'-6" DEEP WITH STEPS
SPACED 12" ON CENTER AS DIRECTED BY STO. DWG. 840.66.
ISHEET 2 OF 2
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840 . 35
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SECTION x-x CONCRETE ALT. NOTES: SECTION Y-Y
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FIELD CONDITIONS AHDIOR ALTERNATE DESIGN REQUIRE.
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-DEPTH OF STEEL GRATE WILL REQIIRE DEEPER SEAT ALONG SHORT WALLS.
A
UTILITY STRIP
DROP CURB _ 2' DETECTABLE 0.02 MIN.}
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x
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W
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REVISIONS:
3-21-19 - NCDOT COMMENTS
6-1-19 - ACOE COMMENTS
9-12-19 - COUNTY UTILITY CC
10-24-19 - NCDOT COMMEN
C20 - DETAILS.DWG
PROJECT NUMBER: 217053
DATE: 08/9/2017 DRAWN BY: HFI
SHEET C24 OF 34
C20 - DETAILS.DWG - PLOT: rusty - MON. 12-23-2019 8:59 AM

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DIAGONAL LINE
12" 43 MPH OR HIGHER
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8" LESS THAN 45 MPH
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GENERAL NOTES:
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1- USE 6" LANE, EDGE, AND CENTER LINES ON ALL FULL CONTROL OF ACCESS FACILITIES AND OTHER ROUTES
2d"
AS DIRECTED BY THE ENGINEER.
WHITE
�
2• LANE LINES INDICATED AS "WIDE" ON THE ROADWAY STANDARD DRAWINGS SHALL RE AT LEAST TWICE THE WIDTH
OF THE NORMAL LIRE.
3• GORE LINES SHALL BE TWICE THE WIDTH OF THE NORMAL LINE.
SHEET , OF 2
SHEET 1 OF 2
12v5.v1
12v5.v1
PAVEMENT MARKER SPACING CHART
TYPE OF PAVEMENT MARKING
TYPICAL SPACING {FT}
SKIP LINES AND CENTER LINES
ALORG THAU LANES-
ALDNG TANGENT SECTIONS AND
80
HORIZONTAL CURVES LE THAN 6'
HORIZONTAL CURVES ? 8"
46
TURN LANES -
MINI -SKIP LINES
24
SKIP LINES
4p
SOLID LINES
2O
CENTER LINES
40
MINI -SKIP LINES AT
2d
LANE DROP APPROACHES
TWO-WAY RAMP CENTER LINES
aD
GORE LINES
20
PAINTED ISLANDS -
WHITE
20
YELLDIR
40
RAISED MEDIAN ISLANDS
40
WRONG WAY RAMP ARROW
5
TAPERS
4D
NARROW BRIDGES -
EDGE LINE
24
CENTER LINE
40
ONE LANE BRIdGES-
EDGE LINE
20
WORK ZONE APPLICATIONS
2-LANE, 2-WAY ON -SITE DIVERS]DN
20 FT. FOR CENTER LINE
ALL OTHER DIVERSIONS
Ly NORMAL SPACING
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REVISIONS:
3-21-19 - NCDOT COMMENTS
6-1-19 - ACOE COMMENTS
9-12-19 -COUNTY UTILITY CC
10-24-19 - NCDOT COMMEN
C20 - DETAILS.DWG
PROJECT NUMBER: 217053
DATE: 08/9/2017 DRAWN BY: HFI
SHEET C25 of 34
C20 - DETAILS.DWG -PLOT: rusty - MON. 12-23-2019 8:59 AM

SAND FILTER NOTES
1 . AVOID DISTURBING THE PROPOSED SAND FILTER AREA UNTIL AFTER THE INITIAL ROUGH GRADING AND TEMPORARY STABILIZATION HAS
BEEN PERFORMED.
2. EXCAVATE THE SAND FILTER TO THE DESIGN DIMENSIONS.
3. THE UNDERDRAIN SYSTEM SHALL BE EQUIPPED WITH 6-INCH MINIMUM PERFORATED SCHEDULE 40 OR STRONGER PVC PIPE, AASHTO M252
FOR DOUBLE WALL HDPE OR BE 3/8' IN DIAMETER SPACED 3 INCHES ON CENTER ALONG 4 LONGITUDINAL ROWS THAT ARE SPACES 90"
APART. THE UNDERDRAIN PIPES SHALL BE INSTALLED AT 0%SLOPE.
4. SOIL AND GRAVEL COVER OVER THE UNDERDRAIN SHALL BE AT LEAST 3.0 FEET IN DEPTH.
5. GRAVEL BED MATERIALS (STONE) SIZE SHALL NOT BE GREATER THAN %2 TO 1%2 INCHES IN DIAMETER. (BLUE STONE, DOUBLE WASHED, #57)
6. FILTER FABRIC MUST MEET A MINIMUM PERMEABILITY RATE OF 75 GALLONS/MIN/SQUARE FOOT AND SHALL NOT IMPEDE THE INFILTRATION
RATE OF THE SOIL MEDIUM. NON -WOVEN FABRIC IS REQUIRED. INSTALLATION REQUIRES AT LEAST 1 FOOT OVERLAP AT THE ENDS AND
STRIKING IN PLACE DURING CONSTRUCTION AT THE TUNED SURFACES.
7. SOIL PREPARATION TO BE IN ACCORDANCE WITH CITY OF CHARLOTTE WATER QUALITY DESIGN MANUAL.
SAND FILTER MAINTENANCE
1 . THE OWNER AND ALL SUBSEQUENT OWNERS OF THE PROPERTY SHALL ACCEPT RESPONSIBILITY AND MAINTENANCE OF ALL ON SITE SAND
FILTER AND BMP FACILITIES. THE OWNER WILL PROVIDE MAINTENANCE TO THE FACILITIES AS DESCRIBED IN THE PROJECT OPERATIONS AND
MAINTENANCE MANUAL AS WELL AS THE CITY OF CHARLOTTE STORMWATER ORDINANCE AND THE MECKLENBURG COUNTY BMP
MANUAL.
2. BMP SHALL BE PERIODICALLY INSPECTED BY THE OWNER OR OWNER'S REPRESENTATIVE AS DESCRIBED IN THE MAINTENANCE MANUAL
AND SCHEDULE TO IDENTIFY MAINTENANCE AND REPAIR NEEDS AND TO ENSURE COMPLIANCE WITH THE REQUIREMENTS OF THE
MAINTENANCE SCHEDULE. ANY IDENTIFIED MAINTENANCE AND/OR REPAIR NEEDS SHALL BE ADDRESSED IN A TIMELY MANNER. RECORDS
SHALL BE MAINTAINED BY THE OWNER AND REVIEWED BY COUNTY PERSONNEL WHEN REQUESTED.
REPAIR TO THE EXISTING SAND FILTERS
1 . THE CONTRACTOR SHALL RE -CONSTRUCT THE EXISTING SAND FILTER PER THESE CONSTRUCTION PLANS AND PER THE CHARLOTTE AND
MECKLENBURG COUNTY BEST MANAGEMENT PRACTICES DESIGN MANUAL. FOR MORE SPECIFIC INFORMATION ON THE CONSTRUCTING
AND MATERIALS FOR THE SAND FILTER, REFER TO SAND FILTER SPECIFICATIONS FOR THIS PROJECT.
2. WHEN BACKFILLING THE FACILITY, SOIL SHOULD BE PLACED IN LIFTS 12 TO 18 INCHES DEEP. HEAVY EQUIPMENT SHOULD NOT BE PLACED
WITHIN THE SAND FILTER BASIN. HEAVY EQUIPMENT CAN BE USED AROUND THE PERIMETER OF THE BASIN TO SUPPLY SOILS AND SAND.
WITHOUT SOME COMPACTION, DIFFERENTIAL SETTLEMENT MAY OCCUR. SAND FILTER MATERIALS SHOULD BE GRADED WITH LIGHT
EQUIPMENT SUCH AS COMPACT LOADER OR DOZER / LOADER WITH MARSH TRACKS. IN ADDITIONS, PRESOAKING OF THE FACILITY
SHOULD BE USED TO HELP SETTLE THE MATERIAL.
INSPECTION NOTES
1 . INSPECTIONS SHALL BE CONDUCTED AS PRESCRIBED BY THE MAINTENANCE COVENANT. ADDITIONAL INSPECTIONS MAY BE CONDUCTED
BY MECKLENBURG COUNTY ON ANY REASONABLE BASIS, INCLUDING BUT NOT LIMITED TO: ROUTINE INSPECTIONS; 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 DISCHARGES OR POLLUTANTS OR WITH DISCHARGES OF A
TYPE WHICH ARE MORE LIKELY THAN THE TYPICAL DISCHARGE TO CAUSE VIOLATIONS OF STATE AND FEDERAL WATER QUALITY
STANDARDS OR THE NPDES STORM WATER PERMIT; AND JOINT INSPECTIONS WITH OTHER AGENCIES 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 THE BMPS AND STORMWATER
MANAGEMENT PRACTICES.
2. RIGHT-OF-WAY ENTRY FOR INSPECTION, WHEN ANY NEW BMP IS INSTALLED, THE PROPERTY OWNER SHALL GRANT TO MECKLENBURG
COUNTY THE RIGHT TO ENTER THE PROPERTY AT REASONABLE TIMES AND IN A REASONABLE MANNER FOR THE PURPOSES OF INSPECTION.
THIS INCLUDES THE RIGHT TO ENTER A PROPERTY WHEN THE MECKLENBURG COUNTY HAS A REASONABLE BASIS TO BELIEVE THAT A
VIOLATION OF THIS REGULATION IS OCCURRING OR HAS OCCURRED, AND TO ENTER WHEN NECESSARY FOR ABATEMENT OF A PUBLIC
NUISANCE OR CORRECTION OF A VIOLATION OF THIS REGULATION.
STORM DRAINAGE AS -BUILT REQUIREMENTS
1 . THE CONTRACTOR SHALL FURNISH AN AS -BUILT SURVEY OF THE STORM DRAINAGE AND BIORETENTION BASIN IN PRINTED HARD COPY
AND CAD FILE FORMAT, SIGNED AND SEALED BY A LAND SURVEYOR LICENSED IN NORTH CAROLINA. THE CAD FILE SHALL BE BASED ON
NC GRID, NAVD 1983 (TIED TO STATE PLANE COORDINATE SYSTEM). ELEVATIONS SHALL BE TIED TO NAVD88.
2. THE AS -BUILT SURVEY SHALL PROVIDE THE FOLLOWING INFORMATION: STORM DRAINAGE PIPE LOCATIONS WITH SIZE, LENGTH, AND
MATERIAL; STORM DRAINAGE INLET, OUTLET, AND CLEAN OUT STRUCTURE LOCATIONS WITH RIM AND INVERT ELEVATIONS AT EACH PIPE,
WITH INVERT AND TOP OF WEIR ELEVATION FOR ANY INTERNAL BAFFLE WALLS INSIDE OF STRUCTURE; FINISHED GRADE CONTOURS OF
BIORETENTION BASIN AT 1 FOOT INTERVALS, WITH SQUARE FOOTAGE OF THE BASIN; INSIDE DIMENSIONS OF INLET AND OUTLET STRUCTURES
WITHIN THE BASIN AT 25 FOOT INTERVALS MAXIMUM.
3. THE AS -BUILT SURVEY SHALL BE SUBMITTED TO THE DESIGN ENGINEER AT LEAST 45 DAYS PRIOR TO THE ANTICIPATED DATE OF COMPLETION
OF OCCUPANCY.
BMP CONSTRUCTION SEQUENCE NOTES
1. CALL THE WATER QUALITY INSPECTOR TO SET UP A BMP PRE -CONSTRUCTION MEETING PRIOR TO STARTING ANY
WORK ON BMPS. THIS MEETING SHOULD TAKE PLACE AT LEAST 48 HOURS PRIOR TO STARTING CONSTRUCTION
ON ANY BMP AND SHALL INCLUDE THE DESIGN ENGINEER TO ENSURE ENGINEER INSPECTIONS ARE PERFORMED
AT KEY BMP INSTALLATION PHASES.
2. THE DESIGN ENGINEER MUST VERIFY AND CERTIFY THE DRAINAGE AREA IS PROPERLY STABILIZED; MEASURES
ARE IN PLACE TO PREVENT SEDIMENTATION INTO THE BMP, THE STORM DRAINS, INLETS AND PAVEMENT HAVE
BEEN PROPERLY CLEANED PRIOR TO COMMENCEMENT OF BMP CONSTRUCTION.
3. ADDITIONAL MEASURES, TO ENSURE PROPER CONSTRUCTION AND OPERATION OF THE BMP, MAY BE REQUIRED
BY THE WATER QUALITY INSPECTOR.
4. A DOUBLE -RINGED INFILTROMETER TEST (ASTM D 3385), OF THE BOTTOM OF THE SAND FILTER, MUST BE
SUBMITTED TO THE WATER QUALITY INSPECTOR PRIOR TO THE INSTALLATION OF THE UNDERDRAIN SYSTEM.
5. THE RESULTS OF THE DOUBLE -RINGED INFILTROMETER TEST MUST SHOW INFILTRATION CAPABILITIES, CONFIRMED
BY THE DESIGN ENGINEER, AND SUBMITTED FOR BMP AS -BUILT APPROVAL.
SAND FILTER BMP SUMMARY CHART - POND 1
PEAK CONTROL
STORM EVENT
TOTAL PRE DEVELOPMENT
RUNOFF (CFS)
POST DEVELOPMENT
RUNOFF (CFS)
POST -ROUTING
RUNOFF (CFS)
ELEVATION
TOP OF DAM
558.00
50YR-24H R
43.44
109.04
25.00
557.01
25YR-24H R
35.89
92.52
22.84
556.43
1 OYR-24H R
26.68
71.94
19.75
555.69
1 YR-24H R
8.37
28.12
1.48
554.59
BMP
REQUIRED
PROVIDED
ELEVATION
W QV
12,945
13,070
553.53
SAND FILTER
685
685
TOP 553.00
SAND FILTER MAX ALLOWABLE BUA
155,358 SF
TOTAL IMPERVIOUS TO SAND FILTER
135,617 SF
3.5" ORIFICE @ IN`
TOP OF SAND ELEV
OUTLET STRUCTURE
WEIR OPEN ON ALL 4 SIDES.
(EMERGENCY SPILLWAY)
TOP 558.0 ELEV. 557.0 6" DIAMETER
CLEANOUT (TYP.)
50YR=557.01
I' li
I.
W Qv ELEV. 553.53
_H 110
TOP 553.0
i
INVERT AT CREEK 24I RCP
-551 .50 552.00 CLEAN WASHED "CONCRETE" SAND
TIITIITIITIITI=ITI a 215II
CONCRETE ANTI SEEP COLLARS -III
12" GRAVEL SECTION CONSISTS OF
CONCRETE ANCHOR 2" OF #89 WASHED CHOKING STONE -
SECTION A -A
ANTI -FLOTATION BLOCK 10" OF #57 WASHED STONE
5.0' X 5.0' X 2.3
2' I W S
(INTERNAL WATER STORAGE) 6" DIA. PERFORATED UNDERDRAIN - PVC
AASHTO M252 OR HDPE WITH SMOOTH INNER
WALL, WRAPPED FILTER POND 1 - STORMWATER BMP - SECTION PROVIDE 4" MIN. IOVER OVER P FABRIC.
NORTHWEST FACE
MANHOLE FOR ACCESS
PER NCDOT STANDARD
WEIR TO BE BLOCKED OFF WITH
STEEL PLATE DURING EROSION
CONTROL PHASES
RECTANGULAR WEIR: 554.40
(2.5' ON 2 SIDES)
LADDER RUNGS FOR ACCESS
PER NCDOT STANDARD
24" DIA RCP OUT
6" DIA ORIFICE
FROM SAND FILTER UNDERDRAIN
2:1 SIDE SLOPES BETWEEN FOREBAY & MAIN POND.
USE CLASS 1 RIP RAP OVER FILTER FABRIC.
LINE FOREBAY WITH 6" OF #57 STONE (WASHED)
\ \ FES 15 \\
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A EgSEM6�pTiC\ \ \ \\ I
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\ \ \\ \ \ \ \ COFFER
�FOREBAY
UNDISTURBED
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\ _
I II A \ sss�SFM N°
\ \ \ \ \ \ \STONE SEDIMENT DIKEol
BMP POND 1
\ I\\ \ \ \ \ 25.0
J\\ \ \ \\ 27.4'
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685 SF SAND FILTER
CS 1
\ \ I II I I f POND BOTTOM
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\ I I I I\ \ I I I I OF FES 1 I I I I
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STONE SEDIMENT DIKE
\\ \\ \ 1 \ D ROCK
\ \ \ 1 1 \ COFFER
\ \ \ FOREBAY
�� STORMWATER BMP -ENLARGEMENT
WASHED SAND ROCK SEDIMENT DIKE
BERMUDA SOD V.
554.0
��r-hill
ROCK COFFER FOREBAY
---------------------------------------------
550.50 =III=III=III=III=III=III=III=III=III=III=III=
n�111 I IIII=III=III=III=III=III=III=III=III=I I I-
549.50 IIIIIIIII=III=III=III=III=III=III=III=III=
- �t11 I I1 I I1 I I1 I I1 I l iI I I III III III1 I I1 I I-
- 1 OPEN WEB MAT AROUND UNDER
DRAIN & GRAVEL BED (ALL SIDES)
SCARIFY SUBGRADE TO 6-9" MIN. & LEAVE
UNCOMPACTED IN ACCORDANCE WITH
CHARLOTTE/MECKLENBURG BMP MANUAL
TOP 558.0
IT
NOTES:
1. THE UNDERDRAIN COLLECTION SYSTEM SHOULD BE EQUIPPED WITH A 6-INCH MIN PERFORATED SCHEDULE 40 OR STRONGER PVC PIPE
OR DOUBLE WALL HDPE PIPE. PERFORATIONS SHALL BE PER AASHTO M278 FOR PVC PIPE, AASHTO M252 FOR DOUBLE WALL HDPE PIPE
OR BE 3/8-INCH IN DIAMETER SPACED 3-INCHES ON CENTER ALONG 4 LONGITUDINAL ROWS THAT ARE SPACED 90' APART. THE PIPES
SHALL HAVE A MIN SLOPE ON 0.0% AND A MAXIMUM SPACING OF 10' ON CENTER.
2. PLACE THE SAND -BASED, WASHED BERMUDA SOD DIRECTLY ON THE SAND MIXTURE.
3. DO NOT USE TOPSOIL ON TOP OF THE SAND MEDIA.
4. CLEANOUTS OF 6-INCH SOLID PVC MUST BE PROVIDED FOR EVERY 50 LINEAR FEET OF UNDERDRAIN, AT ALL BENDS, AND ENDS OF THE
SYSTEM FOR MAINTENANCE PURPOSES. THE TOP OF THE CLEANOUTS SHOULD EXTEND 6 INCHES ABOVE THE TOP OF FILTER AND HAVE
WATERTIGHT, VANDAL -PROOF CAP. AT LEAST ONE CLEANOUT SHALL BE INSTALLED AS AN EMERGENCY DRAIN THAT IS FLUSH WITH THE
TOP OF THE FILTER AND HAVE A 6-INCH THREADED EXTENSION PIPE. THE FURTHEST CLEANOUT FROM THE OUTLET MUST HAVE THE
MINIMUM REQUIRED FILTER MEDIUM DEPTH.
NOTICE TO CONTRACTOR
PROVIDE AN UPDATED OUTLET STRUCTURE DETAIL CUT SHEET
FROM THE ENGINEER TO THE WATER QUALITY INSPECTOR
PRIOR TO CONSTRUCTION. THE UPDATED CUT SHEET SHALL
BE PROVIDED ON THE BMP AS -BUILT SUBMITTAL.
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REVISIONS:
3-21-19 - NCDOT COMMENTS
6-1-19 - ACOE COMMENTS
9-12-19 - COUNTY UTILITY COMP
10-24-19 - NCDOT COMMEN
C26 - BMP.DW G
PROJECT NUMBER:
217053
DATE: 08/9/2017
DRAWN BY: HFI
SHEET C26
OF 34
C26- BMP.DWG -PLOT: rusty- MON. 12-23-2019 8:59 AM

SAND FILTER NOTES
1 . AVOID DISTURBING THE PROPOSED SAND FILTER AREA UNTIL AFTER THE INITIAL ROUGH GRADING AND TEMPORARY STABILIZATION HAS
BEEN PERFORMED.
2. EXCAVATE THE SAND FILTER TO THE DESIGN DIMENSIONS.
3. THE UNDERDRAIN SYSTEM SHALL BE EQUIPPED WITH 6-INCH MINIMUM PERFORATED SCHEDULE 40 OR STRONGER PVC PIPE, AASHTO M252
FOR DOUBLE WALL HDPE OR BE 3/8' IN DIAMETER SPACED 3 INCHES ON CENTER ALONG 4 LONGITUDINAL ROWS THAT ARE SPACES 90"
APART. THE UNDERDRAIN PIPES SHALL BE INSTALLED AT 0%SLOPE.
4. SOIL AND GRAVEL COVER OVER THE UNDERDRAIN SHALL BE AT LEAST 3.0 FEET IN DEPTH.
5. GRAVEL BED MATERIALS (STONE) SIZE SHALL NOT BE GREATER THAN %2 TO 1%2 INCHES IN DIAMETER. (BLUE STONE, DOUBLE WASHED, #57)
6. FILTER FABRIC MUST MEET A MINIMUM PERMEABILITY RATE OF 75 GALLONS/MIN/SQUARE FOOT AND SHALL NOT IMPEDE THE INFILTRATION
RATE OF THE SOIL MEDIUM. NON -WOVEN FABRIC IS REQUIRED. INSTALLATION REQUIRES AT LEAST 1 FOOT OVERLAP AT THE ENDS AND
STRIKING IN PLACE DURING CONSTRUCTION AT THE TUNED SURFACES.
7. SOIL PREPARATION TO BE IN ACCORDANCE WITH CITY OF CHARLOTTE WATER QUALITY DESIGN MANUAL.
SAND FILTER MAINTENANCE
1 . THE OWNER AND ALL SUBSEQUENT OWNERS OF THE PROPERTY SHALL ACCEPT RESPONSIBILITY AND MAINTENANCE OF ALL ON SITE SAND
FILTER AND BMP FACILITIES. THE OWNER WILL PROVIDE MAINTENANCE TO THE FACILITIES AS DESCRIBED IN THE PROJECT OPERATIONS AND
MAINTENANCE MANUAL AS WELL AS THE CITY OF CHARLOTTE STORMWATER ORDINANCE AND THE MECKLENBURG COUNTY BMP
MANUAL.
2. BMP SHALL BE PERIODICALLY INSPECTED BY THE OWNER OR OWNER'S REPRESENTATIVE AS DESCRIBED IN THE MAINTENANCE MANUAL
AND SCHEDULE TO IDENTIFY MAINTENANCE AND REPAIR NEEDS AND TO ENSURE COMPLIANCE WITH THE REQUIREMENTS OF THE
MAINTENANCE SCHEDULE. ANY IDENTIFIED MAINTENANCE AND/OR REPAIR NEEDS SHALL BE ADDRESSED IN A TIMELY MANNER. RECORDS
SHALL BE MAINTAINED BY THE OWNER AND REVIEWED BY COUNTY PERSONNEL WHEN REQUESTED.
REPAIR TO THE EXISTING SAND FILTERS
1 . THE CONTRACTOR SHALL RE -CONSTRUCT THE EXISTING SAND FILTER PER THESE CONSTRUCTION PLANS AND PER THE CHARLOTTE AND
MECKLENBURG COUNTY BEST MANAGEMENT PRACTICES DESIGN MANUAL. FOR MORE SPECIFIC INFORMATION ON THE CONSTRUCTING
AND MATERIALS FOR THE SAND FILTER, REFER TO SAND FILTER SPECIFICATIONS FOR THIS PROJECT.
2. WHEN BACKFILLING THE FACILITY, SOIL SHOULD BE PLACED IN LIFTS 12 TO 18 INCHES DEEP. HEAVY EQUIPMENT SHOULD NOT BE PLACED
WITHIN THE SAND FILTER BASIN. HEAVY EQUIPMENT CAN BE USED AROUND THE PERIMETER OF THE BASIN TO SUPPLY SOILS AND SAND.
WITHOUT SOME COMPACTION, DIFFERENTIAL SETTLEMENT MAY OCCUR. SAND FILTER MATERIALS SHOULD BE GRADED WITH LIGHT
EQUIPMENT SUCH AS COMPACT LOADER OR DOZER / LOADER WITH MARSH TRACKS. IN ADDITIONS, PRESOAKING OF THE FACILITY
SHOULD BE USED TO HELP SETTLE THE MATERIAL.
INSPECTION NOTES
1 . INSPECTIONS SHALL BE CONDUCTED AS PRESCRIBED BY THE MAINTENANCE COVENANT. ADDITIONAL INSPECTIONS MAY BE CONDUCTED
BY MECKLENBURG COUNTY ON ANY REASONABLE BASIS, INCLUDING BUT NOT LIMITED TO: ROUTINE INSPECTIONS; 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 DISCHARGES OR POLLUTANTS OR WITH DISCHARGES OF A
TYPE WHICH ARE MORE LIKELY THAN THE TYPICAL DISCHARGE TO CAUSE VIOLATIONS OF STATE AND FEDERAL WATER QUALITY
STANDARDS OR THE NPDES STORM WATER PERMIT; AND JOINT INSPECTIONS WITH OTHER AGENCIES 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 THE BMPS AND STORMWATER
MANAGEMENT PRACTICES.
2. RIGHT-OF-WAY ENTRY FOR INSPECTION, WHEN ANY NEW BMP IS INSTALLED, THE PROPERTY OWNER SHALL GRANT TO MECKLENBURG
COUNTY THE RIGHT TO ENTER THE PROPERTY AT REASONABLE TIMES AND IN A REASONABLE MANNER FOR THE PURPOSES OF INSPECTION.
THIS INCLUDES THE RIGHT TO ENTER A PROPERTY WHEN THE MECKLENBURG COUNTY HAS A REASONABLE BASIS TO BELIEVE THAT A
VIOLATION OF THIS REGULATION IS OCCURRING OR HAS OCCURRED, AND TO ENTER WHEN NECESSARY FOR ABATEMENT OF A PUBLIC
NUISANCE OR CORRECTION OF A VIOLATION OF THIS REGULATION.
STORM DRAINAGE AS -BUILT REQUIREMENTS
1 . THE CONTRACTOR SHALL FURNISH AN AS -BUILT SURVEY OF THE STORM DRAINAGE AND BIORETENTION BASIN IN PRINTED HARD COPY
AND CAD FILE FORMAT, SIGNED AND SEALED BY A LAND SURVEYOR LICENSED IN NORTH CAROLINA. THE CAD FILE SHALL BE BASED ON
NC GRID, NAVD 1983 (TIED TO STATE PLANE COORDINATE SYSTEM). ELEVATIONS SHALL BE TIED TO NAVD88.
2. THE AS -BUILT SURVEY SHALL PROVIDE THE FOLLOWING INFORMATION: STORM DRAINAGE PIPE LOCATIONS WITH SIZE, LENGTH, AND
MATERIAL; STORM DRAINAGE INLET, OUTLET, AND CLEAN OUT STRUCTURE LOCATIONS WITH RIM AND INVERT ELEVATIONS AT EACH PIPE,
WITH INVERT AND TOP OF WEIR ELEVATION FOR ANY INTERNAL BAFFLE WALLS INSIDE OF STRUCTURE; FINISHED GRADE CONTOURS OF
BIORETENTION BASIN AT 1 FOOT INTERVALS, WITH SQUARE FOOTAGE OF THE BASIN; INSIDE DIMENSIONS OF INLET AND OUTLET STRUCTURES
WITHIN THE BASIN AT 25 FOOT INTERVALS MAXIMUM.
3. THE AS -BUILT SURVEY SHALL BE SUBMITTED TO THE DESIGN ENGINEER AT LEAST 45 DAYS PRIOR TO THE ANTICIPATED DATE OF COMPLETION
OF OCCUPANCY.
BMP CONSTRUCTION SEQUENCE NOTES
1. CALL THE WATER QUALITY INSPECTOR TO SET UP A BMP PRE -CONSTRUCTION MEETING PRIOR TO STARTING ANY
WORK ON BMPS. THIS MEETING SHOULD TAKE PLACE AT LEAST 48 HOURS PRIOR TO STARTING CONSTRUCTION
ON ANY BMP AND SHALL INCLUDE THE DESIGN ENGINEER TO ENSURE ENGINEER INSPECTIONS ARE PERFORMED
AT KEY BMP INSTALLATION PHASES.
2. THE DESIGN ENGINEER MUST VERIFY AND CERTIFY THE DRAINAGE AREA IS PROPERLY STABILIZED; MEASURES
ARE IN PLACE TO PREVENT SEDIMENTATION INTO THE BMP, THE STORM DRAINS, INLETS AND PAVEMENT HAVE
BEEN PROPERLY CLEANED PRIOR TO COMMENCEMENT OF BMP CONSTRUCTION.
3. ADDITIONAL MEASURES, TO ENSURE PROPER CONSTRUCTION AND OPERATION OF THE BMP, MAY BE REQUIRED
BY THE WATER QUALITY INSPECTOR.
4. A DOUBLE -RINGED INFILTROMETER TEST (ASTM D 3385), OF THE BOTTOM OF THE SAND FILTER, MUST BE
SUBMITTED TO THE WATER QUALITY INSPECTOR PRIOR TO THE INSTALLATION OF THE UNDERDRAIN SYSTEM.
5. THE RESULTS OF THE DOUBLE -RINGED INFILTROMETER TEST MUST SHOW INFILTRATION CAPABILITIES, CONFIRMED
BY THE DESIGN ENGINEER, AND SUBMITTED FOR BMP AS -BUILT APPROVAL.
INVERT AT CREEK
-556.50
SAND FILTER BMP SUMMARY CHART - POND 2
PEAK CONTROL
STORM EVENT
TOTAL PRE DEVELOPMENT
RUNOFF (CFS)
POST DEVELOPMENT
RUNOFF (CFS)
POST -ROUTING
RUNOFF (CFS)
ELEVATION
TOP OF DAM
563.00
50YR-24H R
21.19
54.23
20.71
560.91
25YR-24H R
17.48
46.02
19.06
560.54
1 OYR-24H R
12.99
35.78
12.99
560.13
1 YR-24HR
4.10
13.99
0.56
559.37
BMP
REQUIRED
PROVIDED
ELEVATION
W Q V
6,653
6,698
558.45
SAND FILTER
352
360
TOP 558.00
SAND FILTER MAX ALLOWABLE BUA
81,648 sf
TOTAL IMPERVIOUS TO SAND FILTER
70,310 sf
3.5" ORIFICE @ IN`
TOP OF SAND ELEV
OUTLET STRUCTURE
WEIR OPEN ON ALL 4 SIDES.
(EMERGENCY SPILLWAY)
TOP 563.0 ELEV. 562.0 6" DIAMETER
11 CLEANOUT (TYP.)
-50YR=560.91
24" RCP
CONCRETE ANTI SEEP COLLARS CONCRETEI I I
SECTION A -A ANTI -FLOTATION BLOCK
5.0' X 5.0' X 2.3
2' I W S
(INTERNAL WATER STORAGE)
POND 2 - STORMWATER BMP - SECTION
557.00
W Qv ELEV. 558.45
CLEAN WASHED "CONCRETE' SAND
12" GRAVEL SECTION CONSISTS OF -
2" OF #89 WASHED CHOKING STONE -
10" OF #57 WASHED STONE
6" DIA. PERFORATED UNDERDRAIN - PVC
AASHTO M252 OR HDPE WITH SMOOTH INNER
WALL, WRAPPED WITH FILTER FABRIC.
PROVIDE 4" MIN. COVER OVER PVC
NORTH FACE
MANHOLE FOR ACCESS
PER NCDOT STANDARD
WEIR TO BE BLOCKED OFF WITH
STEEL PLATE DURING EROSION
CONTROL PHASES
RECTANGULAR WEIR: 559.30
(2.5' ON 2 SIDES)
LADDER RUNGS FOR ACCESS
PER NCDOT STANDARD
24" DIA RCP OUT
6" DIA ORIFICE
FROM SAND FILTER UNDERDRAIN
2:1 SIDE SLOPES BETWEEN FOREBAY & MAIN POND.
USE CLASS 1 RIP RAP OVER FILTER FABRIC.
LINE FOREBAY WITH 6" OF #57 STONE (WASHED)
LOT: 19
S F : 42036
EgSEA4ET CC
PV
`SINV 60 560 �I
FES21 "\ I a
DIKE STONE SEDIMENT DI
ROCK Y -a POND BOTTOM
- - / JB 25B \ COFFER \ \ A \ 558.0'
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14.4'
/ \ -
S60 � CS 2
UNDISTURBED
BUFFER
560
2 POI
1 � F
OFFES2-
� - 55
STORMWATER BMP -ENLARGEMENT
WASHED SAND ROCK SEDIMENT DIKE
BERMUDA SOD ELEV. 559.0 TOP 563.0
i (IIIIIIIIIIIII
3, I IIIIII=III iI'
ROCK COFFER FOREBAY
---------------------------------------------
555.50 IIIIIIIIIIIIIIIIIIIIIIII=III=
n�111 I IIIIIIIIIIIIIIIIIIIIII=III_
554.50 IIIIIIIIIIIIIIIIIIIIIIII=III=
lit IIIIIIIIIIIIIIIIIIIII=III-
- 11OPEN WEB MAT AROUND UNDER
DRAIN & GRAVEL BED (ALL SIDES)
SCARIFY SUBGRADE TO 6-9" MIN. & LEAVE
UNCOMPACTED IN ACCORDANCE WITH
CHARLOTTE/MECKLENBURG BMP MANUAL
NOTES:
1. THE UNDERDRAIN COLLECTION SYSTEM SHOULD BE EQUIPPED WITH A 6-INCH MIN PERFORATED SCHEDULE 40 OR STRONGER PVC PIPE
OR DOUBLE WALL HDPE PIPE. PERFORATIONS SHALL BE PER AASHTO M278 FOR PVC PIPE, AASHTO M252 FOR DOUBLE WALL HDPE PIPE
OR BE 3/8-INCH IN DIAMETER SPACED 3-INCHES ON CENTER ALONG 4 LONGITUDINAL ROWS THAT ARE SPACED 90' APART. THE PIPES
SHALL HAVE A MIN SLOPE ON 0.0% AND A MAXIMUM SPACING OF 10' ON CENTER.
2. PLACE THE SAND -BASED, WASHED BERMUDA SOD DIRECTLY ON THE SAND MIXTURE.
3. DO NOT USE TOPSOIL ON TOP OF THE SAND MEDIA.
4. CLEANOUTS OF 6-INCH SOLID PVC MUST BE PROVIDED FOR EVERY 50 LINEAR FEET OF UNDERDRAIN, AT ALL BENDS, AND ENDS OF THE
SYSTEM FOR MAINTENANCE PURPOSES. THE TOP OF THE CLEANOUTS SHOULD EXTEND 6 INCHES ABOVE THE TOP OF FILTER AND HAVE
WATERTIGHT, VANDAL -PROOF CAP. AT LEAST ONE CLEANOUT SHALL BE INSTALLED AS AN EMERGENCY DRAIN THAT IS FLUSH WITH THE
TOP OF THE FILTER AND HAVE A 6-INCH THREADED EXTENSION PIPE. THE FURTHEST CLEANOUT FROM THE OUTLET MUST HAVE THE
MINIMUM REQUIRED FILTER MEDIUM DEPTH.
NOTICE TO CONTRACTOR
PROVIDE AN UPDATED OUTLET STRUCTURE DETAIL CUT SHEET
FROM THE ENGINEER TO THE WATER QUALITY INSPECTOR
PRIOR TO CONSTRUCTION. THE UPDATED CUT SHEET SHALL
BE PROVIDED ON THE BMP AS -BUILT SUBMITTAL.
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REVISIONS:
3-21-19 - NCDOT COMMENTS
6-1-19 - ACOE COMMENTS
9-12-19 - COUNTY UTILITY COMP
10-24-19 - NCDOT COMMEN
C26 - BMP.DW G
PROJECT NUMBER:
217053
DATE: 08/9/2017
DRAWN BY: HFI
SHEET C27
OF 34mmmmI
C26 - BMP.DWG -PLOT: rusty- MON. 12-23-2019 8:59 AM

SAND FILTER NOTES
1 . AVOID DISTURBING THE PROPOSED SAND FILTER AREA UNTIL AFTER THE INITIAL ROUGH GRADING AND TEMPORARY STABILIZATION HAS
BEEN PERFORMED.
2. EXCAVATE THE SAND FILTER TO THE DESIGN DIMENSIONS.
3. THE UNDERDRAIN SYSTEM SHALL BE EQUIPPED WITH 6-INCH MINIMUM PERFORATED SCHEDULE 40 OR STRONGER PVC PIPE, AASHTO M252
FOR DOUBLE WALL HDPE OR BE 3/8' IN DIAMETER SPACED 3 INCHES ON CENTER ALONG 4 LONGITUDINAL ROWS THAT ARE SPACES 90"
APART. THE UNDERDRAIN PIPES SHALL BE INSTALLED AT 0%SLOPE.
4. SOIL AND GRAVEL COVER OVER THE UNDERDRAIN SHALL BE AT LEAST 3.0 FEET IN DEPTH.
5. GRAVEL BED MATERIALS (STONE) SIZE SHALL NOT BE GREATER THAN %2 TO 1%2 INCHES IN DIAMETER. (BLUE STONE, DOUBLE WASHED, #57)
6. FILTER FABRIC MUST MEET A MINIMUM PERMEABILITY RATE OF 75 GALLONS/MIN/SQUARE FOOT AND SHALL NOT IMPEDE THE INFILTRATION
RATE OF THE SOIL MEDIUM. NON -WOVEN FABRIC IS REQUIRED. INSTALLATION REQUIRES AT LEAST 1 FOOT OVERLAP AT THE ENDS AND
STRIKING IN PLACE DURING CONSTRUCTION AT THE TUNED SURFACES.
7. SOIL PREPARATION TO BE IN ACCORDANCE WITH CITY OF CHARLOTTE WATER QUALITY DESIGN MANUAL.
SAND FILTER MAINTENANCE
1 . THE OWNER AND ALL SUBSEQUENT OWNERS OF THE PROPERTY SHALL ACCEPT RESPONSIBILITY AND MAINTENANCE OF ALL ON SITE SAND
FILTER AND BMP FACILITIES. THE OWNER WILL PROVIDE MAINTENANCE TO THE FACILITIES AS DESCRIBED IN THE PROJECT OPERATIONS AND
MAINTENANCE MANUAL AS WELL AS THE CITY OF CHARLOTTE STORMWATER ORDINANCE AND THE MECKLENBURG COUNTY BMP
MANUAL.
2. BMP SHALL BE PERIODICALLY INSPECTED BY THE OWNER OR OWNER'S REPRESENTATIVE AS DESCRIBED IN THE MAINTENANCE MANUAL
AND SCHEDULE TO IDENTIFY MAINTENANCE AND REPAIR NEEDS AND TO ENSURE COMPLIANCE WITH THE REQUIREMENTS OF THE
MAINTENANCE SCHEDULE. ANY IDENTIFIED MAINTENANCE AND/OR REPAIR NEEDS SHALL BE ADDRESSED IN A TIMELY MANNER. RECORDS
SHALL BE MAINTAINED BY THE OWNER AND REVIEWED BY COUNTY PERSONNEL WHEN REQUESTED.
REPAIR TO THE EXISTING SAND FILTERS
1 . THE CONTRACTOR SHALL RE -CONSTRUCT THE EXISTING SAND FILTER PER THESE CONSTRUCTION PLANS AND PER THE CHARLOTTE AND
MECKLENBURG COUNTY BEST MANAGEMENT PRACTICES DESIGN MANUAL. FOR MORE SPECIFIC INFORMATION ON THE CONSTRUCTING
AND MATERIALS FOR THE SAND FILTER, REFER TO SAND FILTER SPECIFICATIONS FOR THIS PROJECT.
2. WHEN BACKFILLING THE FACILITY, SOIL SHOULD BE PLACED IN LIFTS 12 TO 18 INCHES DEEP. HEAVY EQUIPMENT SHOULD NOT BE PLACED
WITHIN THE SAND FILTER BASIN. HEAVY EQUIPMENT CAN BE USED AROUND THE PERIMETER OF THE BASIN TO SUPPLY SOILS AND SAND.
WITHOUT SOME COMPACTION, DIFFERENTIAL SETTLEMENT MAY OCCUR. SAND FILTER MATERIALS SHOULD BE GRADED WITH LIGHT
EQUIPMENT SUCH AS COMPACT LOADER OR DOZER / LOADER WITH MARSH TRACKS. IN ADDITIONS, PRESOAKING OF THE FACILITY
SHOULD BE USED TO HELP SETTLE THE MATERIAL.
INSPECTION NOTES
1 . INSPECTIONS SHALL BE CONDUCTED AS PRESCRIBED BY THE MAINTENANCE COVENANT. ADDITIONAL INSPECTIONS MAY BE CONDUCTED
BY MECKLENBURG COUNTY ON ANY REASONABLE BASIS, INCLUDING BUT NOT LIMITED TO: ROUTINE INSPECTIONS; 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 DISCHARGES OR POLLUTANTS OR WITH DISCHARGES OF A
TYPE WHICH ARE MORE LIKELY THAN THE TYPICAL DISCHARGE TO CAUSE VIOLATIONS OF STATE AND FEDERAL WATER QUALITY
STANDARDS OR THE NPDES STORM WATER PERMIT; AND JOINT INSPECTIONS WITH OTHER AGENCIES 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 THE BMPS AND STORMWATER
MANAGEMENT PRACTICES.
2. RIGHT-OF-WAY ENTRY FOR INSPECTION, WHEN ANY NEW BMP IS INSTALLED, THE PROPERTY OWNER SHALL GRANT TO MECKLENBURG
COUNTY THE RIGHT TO ENTER THE PROPERTY AT REASONABLE TIMES AND IN A REASONABLE MANNER FOR THE PURPOSES OF INSPECTION.
THIS INCLUDES THE RIGHT TO ENTER A PROPERTY WHEN THE MECKLENBURG COUNTY HAS A REASONABLE BASIS TO BELIEVE THAT A
VIOLATION OF THIS REGULATION IS OCCURRING OR HAS OCCURRED, AND TO ENTER WHEN NECESSARY FOR ABATEMENT OF A PUBLIC
NUISANCE OR CORRECTION OF A VIOLATION OF THIS REGULATION.
STORM DRAINAGE AS -BUILT REQUIREMENTS
1 . THE CONTRACTOR SHALL FURNISH AN AS -BUILT SURVEY OF THE STORM DRAINAGE AND BIORETENTION BASIN IN PRINTED HARD COPY
AND CAD FILE FORMAT, SIGNED AND SEALED BY A LAND SURVEYOR LICENSED IN NORTH CAROLINA. THE CAD FILE SHALL BE BASED ON
NC GRID, NAVD 1983 (TIED TO STATE PLANE COORDINATE SYSTEM). ELEVATIONS SHALL BE TIED TO NAVD88.
2. THE AS -BUILT SURVEY SHALL PROVIDE THE FOLLOWING INFORMATION: STORM DRAINAGE PIPE LOCATIONS WITH SIZE, LENGTH, AND
MATERIAL; STORM DRAINAGE INLET, OUTLET, AND CLEAN OUT STRUCTURE LOCATIONS WITH RIM AND INVERT ELEVATIONS AT EACH PIPE,
WITH INVERT AND TOP OF WEIR ELEVATION FOR ANY INTERNAL BAFFLE WALLS INSIDE OF STRUCTURE; FINISHED GRADE CONTOURS OF
BIORETENTION BASIN AT 1 FOOT INTERVALS, WITH SQUARE FOOTAGE OF THE BASIN; INSIDE DIMENSIONS OF INLET AND OUTLET STRUCTURES
WITHIN THE BASIN AT 25 FOOT INTERVALS MAXIMUM.
3. THE AS -BUILT SURVEY SHALL BE SUBMITTED TO THE DESIGN ENGINEER AT LEAST 45 DAYS PRIOR TO THE ANTICIPATED DATE OF COMPLETION
OF OCCUPANCY.
BMP CONSTRUCTION SEQUENCE NOTES
1. CALL THE WATER QUALITY INSPECTOR TO SET UP A BMP PRE -CONSTRUCTION MEETING PRIOR TO STARTING ANY
WORK ON BMPS. THIS MEETING SHOULD TAKE PLACE AT LEAST 48 HOURS PRIOR TO STARTING CONSTRUCTION
ON ANY BMP AND SHALL INCLUDE THE DESIGN ENGINEER TO ENSURE ENGINEER INSPECTIONS ARE PERFORMED
AT KEY BMP INSTALLATION PHASES.
2. THE DESIGN ENGINEER MUST VERIFY AND CERTIFY THE DRAINAGE AREA IS PROPERLY STABILIZED; MEASURES
ARE IN PLACE TO PREVENT SEDIMENTATION INTO THE BMP, THE STORM DRAINS, INLETS AND PAVEMENT HAVE
BEEN PROPERLY CLEANED PRIOR TO COMMENCEMENT OF BMP CONSTRUCTION.
3. ADDITIONAL MEASURES, TO ENSURE PROPER CONSTRUCTION AND OPERATION OF THE BMP, MAY BE REQUIRED
BY THE WATER QUALITY INSPECTOR.
4. A DOUBLE -RINGED INFILTROMETER TEST (ASTM D 3385), OF THE BOTTOM OF THE SAND FILTER, MUST BE
SUBMITTED TO THE WATER QUALITY INSPECTOR PRIOR TO THE INSTALLATION OF THE UNDERDRAIN SYSTEM.
5. THE RESULTS OF THE DOUBLE -RINGED INFILTROMETER TEST MUST SHOW INFILTRATION CAPABILITIES, CONFIRMED
BY THE DESIGN ENGINEER, AND SUBMITTED FOR BMP AS -BUILT APPROVAL.
INVERT AT CREEK
-551 .50
SAND FILTER BMP SUMMARY CHART - POND 3
PEAK CONTROL
STORM EVENT
TOTAL PRE DEVELOPMENT
RUNOFF (CFS)
POST DEVELOPMENT
RUNOFF (CFS)
POST -ROUTING
RUNOFF (CFS)
ELEVATION
TOP OF DAM
557.00
50YR-24H R
14.53
43.74
22.00
556.22
25YR-24H R
12.01
37.12
20.63
555.89
1 OYR-24H R
8.93
28.86
14.92
555.51
1 YR-24H R
2.82
11.28
0.70
554.69
BMP
REQUIRED
PROVIDED
ELEVATION
W QV
4,761
4,790
553.56
SAND FILTER
252
260
TOP 553.00
SAND FILTER MAX ALLOWABLE BUA
58,968 sf
TOTAL IMPERVIOUS TO SAND FILTER
48,640 sf
3.5" ORIFICE @ IN`
TOP OF SAND ELEV
OUTLET STRUCTURE
WEIR OPEN ON ALL 4 SIDES.
(EMERGENCY SPILLWAY)
TOP 557.0 ELEV. 556.30 6" DIAMETER
11 CLEANOUT (TYP.)
-50YR=556.22
24" RCP
CONCRETE ANTI SEEP COLLARS CONCRETEI I I
SECTION A -A ANTI -FLOTATION BLOCK
5.0' X 5.0' X 2.3
2' I W S
(INTERNAL WATER STORAGE)
POND 3 - STORMWATER BMP - SECTION
552:00
W Qv ELEV. 553.56
I[1611.191161
CLEAN WASHED "CONCRETE' SAND
12" GRAVEL SECTION CONSISTS OF -
2" OF #89 WASHED CHOKING STONE -
10" OF #57 WASHED STONE
6" DIA. PERFORATED UNDERDRAIN - PVC
AASHTO M252 OR HDPE WITH SMOOTH INNER
WALL, WRAPPED WITH FILTER FABRIC.
PROVIDE 4" MIN. COVER OVER PVC
NORTH FACE
MANHOLE FOR ACCESS
PER NCDOT STANDARD
WEIR TO BE BLOCKED OFF WITH
STEEL PLATE DURING EROSION
CONTROL PHASES
RECTANGULAR WEIR: 554.60
(2.5' ON 2 SIDES)
LADDER RUNGS FOR ACCESS
PER NCDOT STANDARD
24" DIA RCP OUT
6" DIA ORIFICE
FROM SAND FILTER UNDERDRAIN
2:1 SIDE SLOPES BETWEEN FOREBAY & MAIN POND.
USE CLASS 1 RIP RAP OVER FILTER FABRIC.
LINE FOREBAY WITH 6" OF #57 STONE (WASHED)
\ LOT: 16 I I I I \ I I \)J l l
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\\ I \ V A \ V A 1 I I A
\ I \
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\ \ \ \ \\ \ \ \ \ OF FES 3
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I I\
\ \ \ \\ \ ROCK \ \ \ \ \\ \ \ I ) �i i 1N,
/ \ \ \ \ bo COFFER \ \ \ \ \ \ \ \ \ 1 -
/ OREBAY
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MP POND 2
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WASHED SAND ROCK SEDIMENT DIKE
BERMUDA SOD ELEV. 554.0 TOP 557.0
i (IIIIIIIIIIIII
3, I IIIIII=III iI'
111 l l
ROCK COFFER FOREBAY
---------------------------------------------
550.50 IIIIIIIIIIIIIIIIIIIIIIII=III=
n�111 I IIIIIIIIIIIIIIIIIIIIII=III_
549.50 IIIIIIIIIIIIIIIIIIIIIIII=III=
lit IIIIIIIIIIIIIIIIIIIII=III-
- 11OPEN WEB MAT AROUND UNDER
DRAIN & GRAVEL BED (ALL SIDES)
SCARIFY SUBGRADE TO 6-9" MIN. & LEAVE
UNCOMPACTED IN ACCORDANCE WITH
CHARLOTTE/MECKLENBURG BMP MANUAL
NOTES:
1. THE UNDERDRAIN COLLECTION SYSTEM SHOULD BE EQUIPPED WITH A 6-INCH MIN PERFORATED SCHEDULE 40 OR STRONGER PVC PIPE
OR DOUBLE WALL HDPE PIPE. PERFORATIONS SHALL BE PER AASHTO M278 FOR PVC PIPE, AASHTO M252 FOR DOUBLE WALL HDPE PIPE
OR BE 3/8-INCH IN DIAMETER SPACED 3-INCHES ON CENTER ALONG 4 LONGITUDINAL ROWS THAT ARE SPACED 90' APART. THE PIPES
SHALL HAVE A MIN SLOPE ON 0.0% AND A MAXIMUM SPACING OF 10' ON CENTER.
2. PLACE THE SAND -BASED, WASHED BERMUDA SOD DIRECTLY ON THE SAND MIXTURE.
3. DO NOT USE TOPSOIL ON TOP OF THE SAND MEDIA.
4. CLEANOUTS OF 6-INCH SOLID PVC MUST BE PROVIDED FOR EVERY 50 LINEAR FEET OF UNDERDRAIN, AT ALL BENDS, AND ENDS OF THE
SYSTEM FOR MAINTENANCE PURPOSES. THE TOP OF THE CLEANOUTS SHOULD EXTEND 6 INCHES ABOVE THE TOP OF FILTER AND HAVE
WATERTIGHT, VANDAL -PROOF CAP. AT LEAST ONE CLEANOUT SHALL BE INSTALLED AS AN EMERGENCY DRAIN THAT IS FLUSH WITH THE
TOP OF THE FILTER AND HAVE A 6-INCH THREADED EXTENSION PIPE. THE FURTHEST CLEANOUT FROM THE OUTLET MUST HAVE THE
MINIMUM REQUIRED FILTER MEDIUM DEPTH.
NOTICE TO CONTRACTOR
PROVIDE AN UPDATED OUTLET STRUCTURE DETAIL CUT SHEET
FROM THE ENGINEER TO THE WATER QUALITY INSPECTOR
PRIOR TO CONSTRUCTION. THE UPDATED CUT SHEET SHALL
BE PROVIDED ON THE BMP AS -BUILT SUBMITTAL.
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REVISIONS:
3-21-19 - NCDOT COMMENTS
6-1-19 - ACOE COMMENTS
9-12-19 - COUNTY UTILITY COMP
10-24-19 - NCDOT COMMEN
C26 - BMP.DW G
PROJECT NUMBER:
217053
DATE: 08/9/2017
DRAWN BY: HFI
SHEET C28
OF 34
C26 - BMP.DWG -PLOT: rusty- MON. 12-23-2019 9:00 AM

- 0+00
FAIRVIEW ROAD -
595
- DRIVERS EYE LOCATION
240' (2/3 A)
1+00
240' (2/3 A)
360' (A)
6.0' TRAVEL LANE CL SHIFT
2+00
6.0' TRAVEL LANE CL SHIFT
360' (A)
1000,
/
I TURN LANE IMPROVEMENTS (INTO SUBDIVISION) -30' POW
ER
.30 POWER /
EASEMENT SIGHT DISTANCE TRIANGLE 15' EOP OFFSET _ -PROPOSED 30.0' _ J-EASEMENT -�- �
I (DRIVERS EYE LOCATION) PROPOSED TURN LANE RIGHT OF WAY _-`
IMPROVEMENTS DEDICATION _
J
R30' R30' 360' A
CURB RAMPS (TYP) 6.0' 6.0 CURB RAMPS (TYP)
250'(D)
12.0' � MIN. DECELERATION LENGTH
I - - - 200' (T)
15' e+oo -50' STORAGE _�+oo - - - a+oo BAY TAPER LENGTH - -
3+00 4+00 5+00
J �-
200' (T) - - - 100' STORAGE FAIRVIEW ROAD - NC HWY 218
BAY TAPER LENGTH - - - - 15.0' - -
250' (D) 35' RADIUS FOR LEFT TURN EXISTING EOP_ -
MIN. DECELERATION LENGTH 12'0 R20' (ONTO RUSSELL ROAD) R25' PROPOSED EOP
600'
SIGHT DISTANCE TRIANGLE
W
mW �
1 1000,
�i
/ LOT:1
/ I SF : 42914 /
PROPOSED CURB & GUTTER 25 RADIUS FOR LEFT TURN
PATCHING AND LEVELING MAY BE REQUIRED
PRIOR TO RESURFACING THE EXISTING ROADWAY
6.0' TRAVEL LANE CL SHIFT - R2180'
0+00 — —
�11+00 _
12+00
6.0' TRAVEL LANE CL SHIFT
R2924'
240' (2/3 A)
360' (A)
600'
SIGHT DISTANCE TRIANGLE
595
SIGHT DISTANCE
LINE OF SIGHT
580 DRIVERS EYE LOCATION 58
3.5
75
06
EXISTING GRADE
5
DRIVERS EYE 5
LOCATION
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50' ROW
ROW 4 CL 4 ROW
DAY LIGHT TO EX GRADE 2 12 12 2 DAY LIGHT TO EX GRADE
PVMT PVMT
TY 1 /4" / FOOT (TYP) 15' UTILITY
NT �__l3:1 �- 3:1 EASEMENT
PROPOSED 8" WATERMAIN
(5' OFF OF RIGHT OF WAY)
WINDSONG DRIVE
ROAD CROSS SECTION 5
C&G MUST BE SET ON 6" MIN. COMPACTED ABC2
BASE MUST EXTEND 6" BEYOND C&G WITH 1:1 SLOPE
4+00 4+50 5+00 5+50 6+00 6+50
SIGHT DISTANCE PROFILE
111 = 5HORIZONTAL
1" = 0' VERTICAL
7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00
NEW WINDSONG DRIVE
PAVEMENT SECTION
N.T.S.
3.5" S 9.5 B
8" B 25.0 B
S BGRADEED
EXISTING HIGHWAY 218
''FULL DEPTH ASPHALT'' PAVEMENT SECTION
N.T.S.
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REVISIONS:
3-21-19 - NCDOT COMMENTS
6-1-19 - ACOE COMMENTS
9-12-19 - COUNTY UTILITY C(
10-24-19 - NCDOT COMMEN
C29 - SIGHT DISTANCE.DW G
PROJECT NUMBER:
217053
DATE: 08/9/2017
DRAWN BY: HFI
SHEET C29
OF 34
C29 -SIGHT DISTANCE. DWG -PLOT: rusty - MON. 12-23-2019 9:00 AM

4" DOUBLE SOLID YELLOW LINE
4" SINGLE SOLID WHITE EDGE LINE
L
0+00 1+00
FAIRVIEW ROAD - NC HWY 218
4" SINGLE SOLID WHITE EDGE LINE
4" DOUBLE SOLID YELLOW LINE
PAVEMENT LEGEND
EXISTING ASPHALT
(OVERLAY LIMITS)
EXISTING ASPHALT
(MILL & OVERLAY)
NEW ASPHALT
(FULL DEPTH)
NEW ASPHALT
(PER PVMT SECTION)
EXISTING ASPHALT
(TO BE REMOVED)
-Ti
0+00
FAIRV v
25'
MILL AND OVERLAY
TRANSITIONS TO BE 25'
LONG AT A DEPTH OF 1.5"
0+00
FAIRVIEW ROAD - NO HWY 218
1+00
PAVEMENT MARKINGS PLAN
I LOT: 1
/ SF : 429141000,
\ ��
30' POWER
30' POW ER - -MENT
\ EASEMENT J_ \ 4" WHITE MINI SKIP LINE 4" DOUBLE SOLID YELLOW LINE 4" SINGLE SOLID WHITE LINE —
WHITE LEFT TURN ARROW (TYP) 4" SINGLE SOLID WHITE EDGE LINE
4" DOUBLE SOLID YELLOW LINE -\ — i
2+00 3+00 4+00
4" WHITE MINI SKIP LINE
12" YELLOW DIAGONAL LINE
50' ON CENTER
EXISTING POWER POLE TO REMAIN
(NOT WITHIN SUBJECT PROPERTY TO
PROVIDE ADDITIONAL EASEMENT)
1 /
I /
/ I
I30' POWER
\ EASEMENT
,p7,//////j�//,
I
5+00 6+00
f /
/\
4" SINGLE SOLID WHITE EDGE LINE / 4" WHITE MINI SKIP LINE
4" SINGLE SOLID WHITE LINE
LOT: 1
S F : 42914
/F LOT: 1
' S F : 42914
I '
I30' POWER
EASEMENT RELOCATED POWER POLE
EXISTING FIRE HYDRANT TO REMAIN
(NOT WITHIN SUBJECT PROPERTY TO
PROVIDE ADDITIONAL EASEMENT)
10'
WM W WM
2+00 ` 3+00 4+00
-- -- — — —
5+00�///
v
4" SINGLE SOLID WHITE LINE 4" WHITE MINI SKIP LINE I
g+00 9+00 _ 10+00
— 7+00 — — — 11+00
FAIRVIEW ROAD - NC HWY 218 12+00
4" SINGLE SOLID WHITE EDGE LINE J�
4" SINGLE SOLID WHITE EDGE LINE 12" YELLOW DIAGONAL LINE
50' ON CENTER /
4" DOUBLE SOLID YELLOW LINE 4" DOUBLE SOLID YELLOW LINE
6+00 //////////////////////7+00
ILL AND OVERLAY
TRANSITIONS TO BE 25'
LONG AT A DEPTH OF 1.5"
25'
CLEAR RECOVERY ZONE PLAN
0 /
� I
5+00 6+00
f
f
8+00
9+00
10+00
/
30' POWER
EASEMENT —
11+00
12+00
I / 25'
MILL AND OVERLAY
TRANSITIONS TO BE 25'
LONG AT A DEPTH OF 1.5"
\ / MONUMENT SIGN ` � /
IRELOCATED POWER POLE 30' POW`
RELOCATED POWER POLE EASEMENT
EXISTING POWER
POLE TO REMAIN - _
EXISTING FIRE
I8' HYDRANT TO REMAIN
WM WM WM WM WM 27'
7+00 — 8+00 -9+00 - 10+pp 15
+pp \
FAIRVIEW ROAD - NO HWY 218 12+00
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REVISIONS:
3-21-19 - NCDOT COMMENTS
6-1-19 - ACOE COMMENTS
9-12-19 - COUNTY UTILITY COMP
10-24-19 - NCDOT COMMEN
C29 - SIGHT DISTANCE.DW G
PROJECT NUMBER:
217053
DATE: 08/9/2017
DRAWN BY: HFI
SHEET C30
OF 34
C29 - SIGHT DISTANCE.DWG - PLOT: rusty - MON. 12-23-2019 9:01 AM

- - 0+00
FAIRVIEW ROAD - NO HWY 218
600-
590-
580-
M �
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1+00
2+00 i
�L
I 30' POWER
IEASEMENT
I L�
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3+00 011111
J
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S L-1 - 0+00.00 S L-2 - 0+50.00
30Z, 0 10 9-10 0 0 30 20 10 -10 0 0
60.0' ROW
600 600 30.0DEDICATED BY THIS PROJECT 600
EXISTING 12.0' EXISTING 12.0'
WEST BOUND TRAVEL LANE EAST BOUND TRAVEL LANE
4.0' 12.0' 2.9' 12.0' 4.0-
SHOULDER WEST BOUND TRAVEL TAPER EAST BOUND TRAVEL SHOULDER f
1.4'
590 590 590
3., PR. SLOPE 2.0% PR. SLOPE-4.3% EX. AVG. SLOPE-4.3% EX. AVG. SLOPE-0.5% PR. SLOPE -0.5% PR. SLOPE-2.0% -
-7
EXISTING GRADE (TYP)
PROPOSED ASPHALT
580 580 EXISTING ROAD 580
WIDENING (TYP)
30 20 10 -10 0 - 0 575 575 30 20 1 10 0 0 575
S L-3 - 1 +00.00 S L-4 - 1 +50.00
30 20 10 10 0 0 30Z, 0 10 10 0 0
600
590
580
5 75
60.0'
ROW
30.0' DEDICATED BY THIS PROJECT
_
EXISTING 12.0'
EXISTING 12.0'
0.2 WEST BOUND TRAVEL LANE
EAST BOUND TRAVEL LANE 0.2'
4.0' 12.0'
12.0' 4.0'
SHOULDER WEST BOUND TRAVEL
EAST BOUND TRAVEL SHOULDER
TAPER
PR. SLOPE 2.0% EX. AVG. SLOPE-4.7%
EX. AVG. SLOPE-3.4% PR. SLOPE-2.0%
- - - - - - - - - -
�
EXISTING GRADE (TYP)
)
EXISTING ROAD PROPOSED ASPHALT
WIDENING (TYP)
600
590
580
5 75
30 20 10 6 -10 0 Jo 30 20 10 0 0 0
SL-5 - 2+00.00 SL-6 - 2+50.00
30 0 10 9-10 0 0 30 20 10 -10 0 0
600 600 600 600
60.0' ROW 60.0' ROW
30.0' DEDICATED BY THIS PROJECT 30.0' DEDICATED BY THIS PROJECT
EXISTING 12.3' EXISTING 12.3' EXISTING 12.3 EXISTING 12.3
WEST BOUND TRAVEL LANE EAST BOUND TRAVEL LANE WEST BOUND TRAVEL LANE EAST BOUND TRAVEL LANE
590 4.0' 12.0' 10.3 12.0' 4.0' 590 590 4.0' 12.0' 12.0' 12.0' 4.0' 590
SHOULDER WEST BOUND TRAVEL TAPER EAST BOUND TRAVEL SHOULDER SHOULDER WEST BOUND TRAVEL TURN LANE EAST BOUND TRAVEL SHOULDER
I I I 5.6' ' I
3., PR. SLOPE 2.0% .SLOPE -7.0% EX. AVG. SLO E-7.0%
5.2' 4.6'
EX. VG. SLOPE -3.7% PR. SLOPE-3.7% PR. SLOPE -20% - 3., PR. SLOPE 2.0% PR. SLOPE -0.5% S.7OP
EX. AVG. SLOPE-0.5% EX. AVG. SLOPE PR. SLOPE-0.3% PR.SLE-2.0%
moll580 580 580 580
EXISTING GRADE (TYP) I
EXISTING ROAD PROPOSED ASPHALT PROPOSED ASPHALT EXISTING GRADE (TYP)
WIDENING (TYP) 7EXISTING ROAD WIDENING (TYP)
570 570 570 570
30 20 1 -10 0 0 30 20 1 -10 0 0
60.0'
ROW
30.0' DEDICATED BY THIS PROJECT
EXISTING 12.0'
EXISTING 12.0'
WEST BOUND TRAVEL LANE
EAST BOUND TRAVEL LANE
4.0'
12.0' _ 5.3
_ 12.0'
4.0'
SHOULDER
WEST
BOUND TRAVEL TAPER
EAST BOUND TRAVEL
SHOULDER f
2.7
2.7'
- - - - - - - - - -
3., PR. SLOPE 2.0% PR. SLOPE-2.2%
EX. AVG. SLOPE-2.2%
EX. AVG. SLOPE-1.6%
PR. SLOPE-1.6% PR. SLOPE-2.0% ,3.1
- EXISTING GRADE (TYP)
PROPOSED ASPHALT
EXISTING ROAD
WIDENING (TYP)
600
600
590
590
580
580
575
575
60.0'
ROW
30.0' DEDICATED BY THIS PROJECT
EXISTING 12.0'
EXISTING 12.0'
WEST BOUND TRAVEL LANE
EAST BOUND TRAVEL LANE
4.0' 1 2.0'
_ 7.5'
_ 12.6
4.0'
SHOULDER WEST BOUND
TRAVEL TAPER
EAST BOUND
TRAVEL
SHOULDER
3.9'
3.6'
PR. SLOPE 2.0% PR. SLOPE-1.7%
EX. AVG. SLOPE-1.7%
EX. AVG. SLOPE-1.7%
PR. SLOPE-1.7% PR. SLOPE-2.0%
EXISTING GRADE TYP
PROPOSED ASPHALT
EXISTING ROAD
WIDENING (TYP)
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REVISIONS:
3-21-19 - NCDOT COMMENTS
6-1-19 - ACOE COMMENTS
9-12-19 - COUNTY UTILITY COMP
10-24-19 - NCDOT COMMEN
C29 - SIGHT DISTANCE.DW G
PROJECT NUMBER:
217053
DATE: 08/9/2017
DRAWN BY: HFI
SHEET C31
OF 34
C29 - SIGHT DISTANCE.DWG - PLOT: rusty - MON. 12-23-2019 9:01 AM

- - 0+00
FAIRVIEW ROAD - NO HWY 218
M �
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1+00
2+00 i
I �
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IEASEMENT
I L�
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4+00
3+00
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5+00
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S L-7 - 3+00.00
SA - 3+50.00
30
0
10
10 0
0
30 20
10
10 0
0
600
600
600
600
60.0'
ROW
60.0'
ROW
30.0'
DEDICATED BY THIS PROJECT
30.0' DEDICATED BY THIS PROJECT
EXISTING 12.8'
EXISTING 12.4'
EXISTING 12.4'
EXISTING 12.8'
WEST
BOUND TRAVEL LANE
EAST BOUND TRAVEL LANE
WEST BOUND TRAVEL LANE
_
_
EAST BOUND TRAVEL LANE
590
4.0'
12.0'
_
12.0'
12.0' 4.0'
f
S90
590
4.0' 12.0' 12.0' 12.0' 4.0'
590
SHOULDER
WEST BOUND TRAVEL
TURN
LANE
EAST
BOUND TRAVEL SHOULDER
SHOULDER
_
WEST BOUND TRAVEL
TURN LANE
_
EAST BOUND TRAVEL SHOULDER f
I
I
5.2'
5.6'
5.6'
5.2,
PR. SLOPE 2.0%
PR. SLOPE -0.7%
EX. AVG. SLOPE-0.7%
EX. AVG. SLOPE-0.7%
PR. SLOPE-0.7% PR. SLOPE-2.0%
580
-
580
580
UPI PR. SLOPE 2.0%
PR. SLOPE 0.7%
-
EX. AVG. SLOPE 0.7%
EX. AVG. SLOPE 1.3%
PR. SLOPE 1.3% PR. SLOPE -20% ,�.1
580
EXISTING GRADE (TYP)
EXISTING ROAD
PROPOSED ASPHALT
EXISTING
GRADE (TYP)
WIDENING (TYP)
PROPOSED ASPHALT
EXISTING ROAD
WIDENING (TYP)
570
30
20
10
0 0
0
570
570
30 20
10
0
-10 40
0
570
S L-9 - 4+00.00
S L-10 - 4+50.00
30
0
10
-10 0
0
30 20
10
-10 0
0
600
600
600
600
60.0' ROW
60.0' ROW
30.0'
DEDICATED BY THIS PROJECT
30.0' DEDICATED BY THIS PROJECT
EXISTING 12.7'
EXISTING 12.7'
EXISTING 12.7
_
EXISTING 12.7
WEST BOUND TRAVEL LANE
EAST BOUND TRAVEL LANE
WEST BOUND TRAVEL LANE
EAST BOUND TRAVEL LANE
590
4.0
SHOULDER
12.0'
WEST BOUND TRAVEL
12.0'
TURN LANE
_
EAST
12.0' 4.0'
BOUND TRAVEL SHOULDER
590
590
4.0'
SHOULDER
12.0'
WEST BOUND TRAVEL
_
12.0'
TURN LANE
_
12.0' 4.0'
EAST BOUND TRAVEL SHOULDER f
590
5.3
5.3
5.3'
5.3
580
- _
,
PR. SLOPE 2.0%
PR. SLOPE-2.9%
EX. AVG. SLOPE-2.9%
EX. AVG. SLOPE-3.2%
PR. SLOPE -3.2%PR. SLOPE -2.0%580
�
580
PR. SLOPE 2.0%
3 %
PR. SLOPE-1.9%
EX. AVG. SLOPE-1.9%
EX. AVG. SLOPE 0.6%
580
- _
PR. SLOPE 0.6% PR. SLOPE-2.0%
EXISTING ROAD
EXISTING GRADE
(TYP)
EXISTING ROAD
EXISTING GRADE
(TYP)
PROPOSED ASPHALT
PROPOSED ASPHALT
WIDENING (TYP)
WIDENING (TYP)
570
30
20
10
-
0 0
- 0
570
570
30 20
1
-10 - 0
0
570
S L-1 1- 5+00.00
S L-12 - 5+50.00
30
0
10
10 0
0
30 20
10
-10 0
0
600
600
600
600
60.0' ROW
30.0'
DEDICATED BY THIS PROJECT
60.0' ROW
EXISTING 12.7
_ _
EXISTING 12.7
30.0' DEDICATED BY THIS PROJECT
WEST BOUND TRAVEL LANE
EAST BOUND TRAVEL LANE
EXISTING 12.7
EXISTING 12.7
590
4.0'
12.0'
-
12.0'
-
12.0' 4.0-
590
590
WEST BOUND TRAVEL LANE
EAST BOUND TRAVEL LANE
590
SHOULDER
WEST BOUND TRAVEL
TURN LANE
EAST BOUND TRAVEL SHOULDER
f
4.0'
12.0'
12.0'
12.0' 4.0'
5.3'
5.3'
SHOULDER
WEST BOUND TRAVEL
TURN LANE
EAST BOUND TRAVEL SHOULDER
5.3'
S.3'
580
- _a. _
PR. SLOPE 2.0%
PR. SLOPE -0.6%
EX. AVG. SLOPE-0.6%
EX. AVG. SLOPE -5.27
PR. SLOPP
E -5.2% R. SLOPE -2.0%
580
580
PR. SLOPE 2.0%
3• % o
PR. SLOPE 0.8%
EX. AVG. SLOPE 0.8%
EX. AVG. SLOPE -1.6%
PR. SLOPE -1.6% PR. SLOPE -2.0%
580
37
EXISTING ROAD
EXISTING GRADE (TYP)
EXISTING GRADE
PROPOSED ASPHALT
EXISTING ROAD
PROPOSED ASPHALT
(TYP)
570
WIDENING (TYP)
570
570
WIDENING (TYP)
10
570
30
20
1
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0
30
20
1
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REVISIONS:
3-21-19 - NCDOT COMMENTS
6-1-19 - ACOE COMMENTS
9-12-19 - COUNTY UTILITY COMP
10-24-19 - NCDOT COMMEN
C29 - SIGHT DISTANCE.DW G
PROJECT NUMBER:
217053
DATE: 08/9/2017
DRAWN BY: HFI
SHEET C32
OF 34
C29 - SIGHT DISTANCE.DWG - PLOT: rusty - MON. 12-23-2019 9:01 AM

J
N
6+00
i
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77::
`p I� � �
J
J J J N N C
N N
---------------------------
7+00 8+00 9+00
FAIRV EW ROAD - NC HWY 218
10+00
woo
30' POW ER -�
EASEMENT
SL-19 - 9+00.00 SL-20 - 9+50.00
30 20 10 10 0 0 30 0 10 10 0 0
590 590 590 590
60.0' ROW 60.0' ROW
30.0' DEDICATED BY THIS PROJECT 30.0' DEDICATED BY THIS PROJECT
EXISTING 12.7' EXISTING 12.7' EXISTING 12.8' EXISTING 12.8'
WEST BOUND TRAVEL LANE EAST BOUND TRAVEL LANE WEST BOUND TRAVEL LANE EAST BOUND TRAVEL LANE
580 4.0' 12.0' 12.0' 12.0' 4.0' 580 580 4.0' 12.0' 10.2' 12.0' 4.0' 580
_ f _ f
SHOULDER WEST BOUND TRAVEL TURN LANE EAST BOUND TRAVEL SHOULDER SHOULDER WEST BOUND TRAVEL TAPER WEST BOUND TRAVEL SHOULDER
4.3' I 4.3' I
5.3' 5.3'
EX. AVG. SLOPE 3.0% EX. AVG. SLOPE-3.4%
PR. SLOPE 2.0% PR. SLOPE o PR. SLOPE -3.4% PR. SLOPE -20%
EX. AVG. SLOPE 5.1% EX.A G. SLOPE-0.5% PR. SLOPE -0.5% PR. SLOPE -20%
! -
-- PR. SLOPE 2.0% PR. SLOPE 5.1%
MEN570 3:�---- --, - - 570 570------3'�- - --J - 570
EXISTING ROAD PROPOSED ASPHALT
PROPOSED ASPHALT
WIDENING (TYP) EXISTING GRADE (TYP) EXISTING ROAD WIDENING (TYP) EXISTING GRADE (TYP)
560 560 560 560
30 20 lb 6 40 0 0 30 20 10 6 40 0 0
SL-21 -I SL-22 - 10+50.00
30 20 10 -10 0 0 30 0 10 -10 0 0
590
580
570
560
590 590 590
60.0' ROW I
30.0' DEDICATED BY THIS PROJECT
EXISTING 13.0' _ _ EXISTING 13.0'
WEST BOUND TRAVEL LANE EAST BOUND TRAVEL LANE
580 580 4.0' 12.0' 7.8' 12.0' 4.0 580
SHOULDER WEST BOUND TRAVEL TAPER EAST BOUND TRAVEL SHOULDER
1.6' 4.3'
EX. AVG. SLOPE 5.0% PR. SLOPE 5.0% PR. SLOPE -2.0%
PR. SLOPE 2.0% PR. SLOPE 8.6% EX. AVG. SLOPE 8.6%-
570 570 u jj 570
PROPOSED ASPHALT
EXISTING ROAD WIDENING (TYP)
EXISTING GRADE (TYP)
30 20 10 - 0 - 0 - 0 560 560 30 20 10 6 40 40 - 0 560
SL-23 - 1 1+00.00 SL-24 - 11+50.00
30 0 10 10 0 0 30 0 10 10 0 0
590
580-
570-
An
60.0'
ROW
30.0' DEDICATED BY THIS PROJECT
EXISTING 12.0'
EXISTING 12.0'
WEST BOUND TRAVEL LANE
EAST BOUND TRAVEL LANE
4.0' 12.0'
7.5' 12.0' 4.0'
SHOULDER WEST BOUND TRAVEL
TAPER EAST BOUND TRAVEL SHOULDER
2.8'
4.7'
tLOPE-0.4%
PR. SLOPE 2.0% PR. SLOPE 5.6% EX. AVG. SLOPE 5.6%
EX. AVG. SLOPE-0.4% PR. SLOPE-2.0%
PROPOSED ASPHALT
EXISTING ROAD WIDENING (TYP) EXISTING GRADE (TYP)
60.0'
ROW
30.0' DEDICATED BY THIS PROJECT
EXISTING 13.0'
EXISTING 13.0'
WEST BOUND TRAVEL LANE
EAST BOUND TRAVEL LANE
12.0'
I
4.9' 12.0' 4.0'
WEST BOUND TRAVEL
TAPER EAST BOUND TRAVEL SHOULDER
f 2.9'
EX.AVG.SLOPE8.1%
EX. AVG. SLOPE 1.4% PR. SLOPE I.457 PR. SLOPE-2.0%
- - - - - - - - - -
- - - - - - _�
EXISTING ROAD � PROPOSED ASPHALT
WIDENING (TYP) EXISTING GRADE (TYP)
590
580
570
560
30 20 1 0 40 0 30 20 1 0 40 0
590
590
580
580
570
570
560
560
60.0'
ROW
30.0' DEDICATED BY THIS PROJECT
EXISTING 12.0' 0•7
EXISTING 12.0'
WEST BOUND TRAVEL LANE -TAPER-EAST
BOUND TRAVEL LANE
12.0' _
12.0'
4.0'
WEST BOUND TRAVEL
EAST BOUND TRAVEL
SHOULDER
Li -0. 7'
EX. AVG. SLOPE 8.3%
EX. AVG. SLOPE 1.3%
PR. SLOPE
1.3% PR. SLOPE -2.0%
7 EXISTING ROAD
PROPOSED ASPHALT
EXISTING GRADE (TYP)
WIDENING (TYP)
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REVISIONS:
3-21-19 - NCDOT COMMENTS
6-1-19 - ACOE COMMENTS
9-12-19 - COUNTY UTILITY C(
10-24-19 - NCDOT COMMEN
C29 - SIGHT DISTANCE.DW G
PROJECT NUMBER:
217053
DATE: 08/9/2017
DRAWN BY: HFI
SHEET C33
OF 34
C29 - SIGHT DISTANCE.DWG - PLOT: rusty - MON. 12-23-2019 9:01 AM

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EASEMENT
S L-13 - 6+00.00
S L-14 - 6+50.00
30 20 10 -10 0 0
30 20 10 -10 0 0
60.0'
ROW
60.0'
ROW
590
30.0' DEDICATED BY THIS PROJECT
590
590
30.0' DEDICATED BY THIS PROJECT
590
1 7.0' PROPOSED _ EXISTING 13.0'
EXISTING 13.0' _ 1 7.0' EXISTING
EXISTING 12.8'
EXISTING 12.8'
WINDSONG DRIVE WEST BOUND TRAVEL LANE
EAST BOUND TRAVEL LANE RUSSELL ROAD
WEST BOUND TRAVEL LANE
EAST BOUND TRAVEL LANE
I
12.0' 12.0'
I
12.0' 3.8'
4.0'
I
12.0' 12.0'
12.0' 4.0'
LANE EAST
WEST BOUND TRAVEL TURN
LANE EAST BOUND TRAVEL
SHOULDER
WEST BOUND TRAVEL TURN
j
BOUND TRAVEL SHOULDER
580
SEE PROPOSED
ROAD PROFILE
580
580
RADIUS TAPER
8.1
5.2 _
580
EX. AVG. SLOPE-3.1 %
- - - - - - - \_
EX. AVG. SLOPE-3.3% EX. AVG. SLOPE-0.0%
PR. SLOPE 2.0%
PR. SLOPE 3.1%
EX. AVG. SLOPE 3.1%
EX. AVG. SLOPE-0.7%
PR. SLOPE -0.7% PR. SLOPE -2.0%
PROPOSED ASPHALT
- T570-
EXISTING GRADE (TYP)
570
570
\
570
EXISTING ROAD
WIDENING (TYP)
EXISTING ROAD EXISTING PAVEMENT
REMOVAL
WIDENING TYP
WIDENING (TYP) EXISTING
EXISTING GRADE (TYP)
565 565
30 20 1 -10 0 - 0
565 565
30 20 10 -10 40 - 0
SL-15 - 7+00.00
SL-16 - 7+50.00
30 20 10 -10 0 0
30 20 10 -10 0 0
60.0'
ROW
60.0'
ROW
590
30.0' DEDICATED BY THIS PROJECT
590
590
30.0' DEDICATED BY THIS PROJECT
590
EXISTING 12.8'
EXISTING 12.8'
EXISTING 12.9' EXISTING 12.9'
WEST BOUND TRAVEL LANE
EAST BOUND TRAVEL LANE
WEST BOUND TRAVEL LANE EAST BOUND TRAVEL LANE
4.0' 12.0'
12.0'
12.0'
4.0'
I
4.0' 12.0' 12.0'
12.0' 4.0'
SHOULDER WEST BOUND TRAVEL
TURN
LANE
EAST
BOUND TRAVEL
SHOULDER
f
SHOULDER WEST BOUND TRAVEL TURN LANE EAST
BOUND TRAVEL SHOULDER
580
5•2'
580
580
580
5.2'
PR. SLOPE 2.0% PR. SLOPE 0.7%
EX. AVG. SLOPE CUT.
EX. AVG. SLOPE-0.5%
PR. SLOPE -0.5% PR. SLOPE -2.0%
PR. SLOPE 2.0% PR. SLOPE 5.7% EX. AVG. SLOPE 5.7% EX. AVG. SLOPE -6.0%
_
PR. SLOPE -6.0% PR. SLOPE -20%
77X
570-PROPOSED
L
ASPHALT
WIDENING (TYP) L EXISTING GRADE
(TYP)
570
570
ROAD
570EXISTING
EXISTING ROAD
PROPOSED ASPHALT EXIS
WIDENING (TYP) TING GRADE (TYP)
I
1
1
I I I - I I
565 - 565
30 20 10 -10 0 - 0
565 565
30 20 1 -10 40 - 0
SL-17 - 8+00.00
SL-18 - 8+50.00
30 0 10 -10 0 0
30 20 10 -10 0 0
590
590
60.0' ROW
60.0'
ROW
590
30.0' DEDICATED BY THIS PROJECT
590
30.0' DEDICATED BY THIS PROJECT
EXISTING 12.7
EXISTING 12.7
EXISTING 12.8' EXISTING 12.8'
WEST BOUND TRAVEL LANE
EAST BOUND TRAVEL LANE
WEST BOUND TRAVEL LANE EAST BOUND TRAVEL LANE
4.0' 12.0'
12.0'
12.0' 4.0'
580
4.0' 12.0' 1 i 12.0' 12.0' 4.0'
580
TURN
LANE
EAST
SHOULDER WEST BOUND TRAVEL
BOUND TRAVEL SHOULDER
SHOULDER WEST BOUND TRAVEL TURN LANE EAST BOUND TRAVEL SHOULDER
580
5.3
S.3' -
580
I 5.2' S.2' I
PR. SLOPE 2.0% PR. SLOPE 0.7% EX. AVG. SLOPE 0.7% EX. AVG. SLOPE -0.8% PR. SLOPE -0.8% PR. SLOPE -2.0%
PR. SLOPE 2.0% OR. SLOPE 0.3%
EX. AVG. SLOPE 0.3%
EX. AVG. SLOPE -0.4%
OR. SLOPE -0.4% PR. SLOPE -2.0%
570
- -
I
570
EXISTING ROAD PROPOSED ASPHALT
570
- -
570
WIDENING (TYP) EXISTING GRADE (TYP)
EXISTING ROAD
PROPOSED ASPHALT
WIDENING (TYP) EXISTING GRADE (TYP)
565 565
30 20 1 -10 - 0 - 0
560 560
30 20 1 -10 0 0
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REVISIONS:
3-21-19 - NCDOT COMMENTS
6-1-19 - ACOE COMMENTS
9-12-19 - COUNTY UTILITY C(
10-24-19 - NCDOT COMMEN
C29 - SIGHT DISTANCE.DW G
PROJECT NUMBER:
217053
DATE: 08/9/2017
DRAWN BY: HFI
SHEET C34
OF 34
C29 -SIGHT DISTANCE. DWG -PLOT: rusty - MON. 12-23-2019 9:02 AM

— FAAR EW ROAA D= NHWY 218
\
LOT: 14
SF : 40790 ISSTORM
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LOT: 10 EASEMENT p \ \ \ \ =BMPPONDSF:40193 POND 3\
LOT: 5
S F : 42525
LOT: 4
SF:49497
\ EASEMENT 20 LOT 9 SEPTIC /
EASEMENT v • 18
— — 15STORM / \ \ \ \ SF : 42036
/ \ \ EASEMENT UTILITY / `\ \ \ LOT 9 SEPTIC
LOT:9 6}bo // EASEMENT \ \ \ \ \ \ EASEMENT \ �/
/ SF:65407
15STORM \ LOT: 19
EASEMENT / / \ \ SF:42036
20' BMP ACCESS
EASEMENT
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\ / EASEMENT /
LOT: 7 _ / 20'STORM SF : 60090 \ \ ` \ — \ POND 2 /
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=NT EASEMENT \ \ \
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LOT: 27
_ _ _ 60k60, SF : 277603
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REVISIONS:
3-21-19 - NCDOT COMMENTS
6-1-19 - ACOE COMMENTS
9-12-19 - COUNTY UTILITY COMP
10-24-19 - NCDOT COMMEN
C35 - EASEMENT EXHIBIT.DW G
PROJECT NUMBER: 217053
DATE: 08/9/2017 DRAWN BY: HFI
SHEET C3 OF 34
C35 -EASEMENT EXHIBIT. DWG -PLOT: rusty - MON. 12-23-2019 9:02 AM