NCC191761_ESC Approval Submitted_20190910

CONTACTS:
OWNER:
TOWNS AT SHARONBROOK LLC
215 NORTH PINE STREET, UNIT 2011
CHARLOTTE, NC 28202
[phone]
DEVELOPER:
CUSTOM HOMES CAROLINA
1125 E. MOREHEAD STREET, SUITE 108
CHARLOTTE, NC 28204
CIVIL ENGINEER:
BARRY M. FAY, PE
AMERICAN ENGINEERING ASSOCIATES - SOUTHEAST, PA
8008 CORPORATE CENTER DRIVE
SUITE 110
CHARLOTTE, NC 28226
[phone]
[e-mail]
SHARONBROOK TOWNHOMES
CUSTOM HOMES CAROLINA
9045 SHARONBROOK DRIVE
CHARLOTTE, NC 28210
adlyn L. Tilley
Lot Jl & Port of .30 to JJ,
Block B
M. B. 7 PG. 159
PIN: 207-022-22
ZONING: R-17MF
.SINGLE FAMILY RESIDENTIAL
7oddR. Davis
D. B. 295.3.3, PG. 208
Lots J2 to 36, Block B
M.B. 7 PG. 159
PIN: 207-022-2.3
ZONING: R-17MF
SINGLE FAMILY RESIDENTIAL
Jennifer D. Freeman
D.B. 16794, PG. 4,38
Lots J7 & .38, Port of Lots
.34 to ,36, Block B
M. B. 7 PG. 159
PIN: 207-022-02
ZONING: R-17MF
.SINGLE FAMILY RESIDENTIAL
1bian Morris
D. B. .31769, PG. 169
Lots .39 & 42, Block B
M. B. 7 PG. 159
PIN: 207-022-03
ZONING: R-17MF
SINGLE FAMILY RESIDENTIAL
PIN# 20702216 & 20702217
ZONING: R-17MF
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Sharonbrook
Condominium
UIF 107 PG, 1
PIN: 207-02C-99
ZONING: R-17MF
TOWNHOMES
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Frances W. Resek & `PCCE
Rebecca J,1Pesek \ PCCF
D.B. J0946, PG. J57 \ PCCE _
Lots 4J & 46, Block B \
M, B. 7, PG. 159 �\ PCCE I I
PIN, 207-022-04
ZONING: R-17MF \ 3
SINGLE FAMILY RESIDENTIAL / Sharon A. Dodge \ \
L.B, 2J766, PG. 297 Michael C Dodge &
Lots 109 to 1 1.3, Block B Sharon L. Dodge
/ M. B. 7, PG. 159
PIN: 207-022-15 D.B. 5010, PG. 751
ZONING: R-17MF Port of Lot 114, Block B
SINGLE FAMILY RESIDENTIAL M.B. 7 PG, 159
PIN: 207-022-76 /
/ \ ZONING: R-17MF
GRAPHIC SCALE
50 0 25 50 100
( IN FEET )
1 inch = 50 ft.
INDEX OF DRAWINGS
No. DRAWING REV. DATE
C1.0
COVER SHEET
8/12/19
C2.0
EXISTING CONDITIONS AND DEMOLITION PLAN
--/--/--
C3.0
SITE PLAN
8/12/19
C3.1
SIGHT DISTANCE PLAN AND PROFILE
6/7/19
C4.0
GRADING PLAN
6/7/19
C5.0
PLAN & PROFILE
6/7/19
C5.1
CROSS SECTIONS
6/7/19
C5.2
CROSS SECTIONS
6/7/19
C5.3
STORM DRAIN PROFILE SYSTEM A
--/--/--
05.4
STORM DRAIN PROFILE SYSTEM B
6/7/19
C5.5
DRAINAGE AREA MAP - OFFSITE
--/--/--
05.6
DRAINAGE AREA MAP - ONSITE
--/--/--
05.7
PRE DEVELOPMENT AREA MAP
--/--/--
05.8
POST DEVELOPMENT AREA MAP
6/7/19
C5.9
WATER QUALITY BMP PLAN
7/15/19
C5.10
BMP DETAILS
--/--/--
C6.0
UTILITY PLAN
6/7/19
C6.1
UTILITY DETAILS WATER
--/--/--
C6.2
UTILITY DETAILS WATER
--/--/--
C6.3
UTILITY DETAILS WATER
--/--/--
C6.4
UTILITY DETAILS WATER
--/--/--
C6.5
UTILITY DETAILS SEWER
--/--/--
C6.6
UTILITY DETAILS SEWER
--/--/--
C7.0
EROSION CONTROL PLAN PHASE 1
6/7/19
C7.1
EROSION CONTROL PLAN PHASE 2
6/7/19
C7.2
EROSION CONTROL PLAN PHASE 3
6/7/19
C7.3
EROSION CONTROL DETAILS
6/7/19
C7.4
EROSION CONTROL DETAILS
--/--/--
NCG01 GROUND STABILIZATION AND MATERIALS HANDLING SHEET_--/--/--
NCG01 SELF INSPECTION NOTES SHEET
-/--/--
C8.0
LANDSCAPE PLAN
7/15/19
C8.1
LANDSCAPE NOTES AND DETAILS
7/15/19
C9.0
SITE DETAILS
--/--/--
C9.1
SITE DETAILS
8/12/19
C9.2
SITE DETAILS
--/--/--
1.) CONTRACTOR TO MAINTAIN RECORD DRAWINGS
OF ALL CHANGES THROUGHOUT CONSTRUCTION.
AFTER PROJECT COMPLETION THESE DRAWINGS SHALL
BE TURNED OVER TO THE OWNER'S REPRESENTATIVE.
STIPULATION FOR REUSE
THIS DRAWING WAS PREPARED FOR USE
ON A SPECIFIC SITE, SHARONBROOK
TOWNHOMES, SHARONBROOK DRIVE
CHARLOTTE, NC CONTEMPORANEOUSLY
WITH ITS ISSUE DATE ON 8/12/19. AND
IT IS NOT SUITABLE FOR USE ON A
DIFFERENT PROJECT SITE OR AT A LATER
TIME. USE OF THIS DRAWING FOR
REFERENCE OR EXAMPLE ON ANOTHER
PROJECT REQUIRES THE SERVICES OF
PROPERLY LICENSED ARCHITECTS AND
ENGINEERS. REPRODUCTION OF THIS
DRAWING FOR REUSE ON ANOTHER
PROJECT IS NOT AUTHORIZED AND MAY
BE CONTRARY TO THE LAW.
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JOB NUMBER: C180060
CHECKED BY: BMF
DRAWN BY: CDA
DATE: 3-15-2019
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ALL TO BE RF 0t 4i v A CAI I u�
JenniferD. Freeman \ X 6,,.9 ANt EXI INb STORM SYSTEM TO B k $24.46
D.B. 16794, PG. 438 61 k N"TR 8E
Lots 37 & 38, Part of Lots 34 to 36, Block B \ x \ xE NDED PP4R,SHEET C 8-TREE
M.B. 7, PG. 159 6,4 \ „I i I I 6zs�
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PIN: 207-022-02 v v v y
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3 o Lots 1 7510 1 18 & Port of Lot 1 14, Blocky B
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2609.3'^608, ) Wy6025 1�" \ \� \4 REMOVE�AND R PLACE 24" RCP 9P
Frances W. Pesek & 678 \\ \�' \ WITH 3� RCP PER SHEET C4.0
Rebecca J. Pesek ` +�" 18"PIN I l o x
D.B. 30946, PG. 357 ` \\ \� s x 071
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Lots 43 & 46, Block B ♦ \ REMOVE AND RELOCATTTTTTTTT 6"TREEX /l '[ 7
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PIN: 207-022-04 �41, � � EXISTING�OWER POL Itol� I
610.3 SEE SHEET C6.0 FOR 12
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SANITARY SEWER
OPEN CUT EXISTING PAVEMENT
FOR INSTALLATION OF NEW
STORM DRAINAGE PIPE
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�GR: 606.94
IN: 601.78
OUT: 600.31
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D.B. 23766, PG. 297 qr ♦zs"Pl I 6o6s2 I o0
Lots 109 to 113, Block B o
Michael C. Dodge & IN 60 . I I 605.33 N
M. B. 7, PG. 159 �sy2
PIN: 207-022-15 Sharon L. Dodge �os.o30.
/ D.B. 5010, PG. 757 31� II I TBM=60.10
Part of Lot 714, Block B �p� t� o PKN
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PIN: 207-022-76
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EXISTING CONDITION NOTES
1. THIS MAP IS NOT INTENDED TO BE A BOUNDARY SURVEY.
2. PROPERTY IS SUBJECT TO ANY AND ALL APPLICABLE DEED RESTRICTIONS,
EASEMENTS, RIGHTS -OF -WAY, UTILITIES AND COVENANTS WHICH MAY BE OF
RECORD.
3. EXISTING CONTOUR INTERVAL: 1 FOOT.
4. THIS PROPERTY IS LOCATED IN ZONE X AS SHOWN ON MAP PREPARED BY THE
FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), ON FLOOD INSURANCE
RATE MAPS (FIRM) # 37104530001, DATED 9/2/2005.
5. BOUNDARY INFORMATION TAKEN FROM MAP ENTITLED "TOPOGRAPHY SURVEY
PREPARED FOR CUSTOM HOMES CAROLINA LOCATED IN 9045 SHARONBROOK DR
CHARLOTTE, MECKLENBURG CO. NC" PREPARED BY CHARLES E. BELL, PLS# 4804.
DATED 2/9/18.
LEGEND
SIDEWALKS
WETLANDS
PRIMARY OPEN SPACE
SECONDARY OPEN SPACE
DI
DROP INLET
CB
CATCH BASIN
RCP
REINFORCED CONCRETE PIPE
FES
FLARED END SECTION
SSMH
SANITARY SEWER MANHOLE
SIDE
STORM DRAIN EASEMENT
EX. CATCH BASIN & PIPE
EX. STORM DRAIN & PIPE
�R/W—
RIGHT OF WAY LINE
PROPERTY LINE
ADJACENT PROPERTY LINE
EASEMENT LINE
------------
ss ss
EX. GRAVITY SEWER
—UT—UT—EX.
UNDERGROUND TELEPHONE LINE
c c
EX. GAS LINE
UGE UGE
EX. UNDERGROUND ELECTRIC LINES
OE of of
EX. OVERHEAD ELECTRIC
W
EX. WATER LINE
GRAPHIC SCALE
30 0 15 30 60
( IN FEET )
1 inch = 30 ft.
STIPULATION FOR REUSE
THIS DRAWING WAS PREPARED FOR USE
ON A SPECIFIC SITE, SHARONBROOK
TOWNHOMES, SHARONBROOK DRIVE
CHARLOTTE, NC CONTEMPORANEOUSLY
WITH ITS ISSUE DATE ON 8/12/19. AND
IT IS NOT SUITABLE FOR USE ON A
DIFFERENT PROJECT SITE OR AT A LATER
TIME. USE OF THIS DRAWING FOR
REFERENCE OR EXAMPLE ON ANOTHER
PROJECT REQUIRES THE SERVICES OF
PROPERLY LICENSED ARCHITECTS AND
ENGINEERS. REPRODUCTION OF THIS
DRAWING FOR REUSE ON ANOTHER
PROJECT IS NOT AUTHORIZED AND MAY
BE CONTRARY TO THE LAW.
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MODIFICATION LOG
JOB NUMBER: C180060
CHECKED BY: BMF
DRAWN BY: CDA
DATE: 3-15-2019
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DEMOLITION
PLAN
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D.B. 16794, PG. 438
Lots 37 & 38, Port of Lots 34 to 36, Block B
M.B. 7, PG. 159
PIN: 20702202
ZONING: R- 7 7ME
SINGLE FAMILY RESIDENTIAL
Brian Moms
D.B. 37769, PG. 769
Lots 39 & 42, Block B
M. B. 7, PG. 159
PIN. 207- 0����_
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ZONING: R- 7 7MF
SINGLE FAMILY RESIDENTIAL
Frances W. Pesek &
Rebecca J. Pesek
D.B. 30946, FG. 557
Lots 43 & 46, Block B
M.B. 7, PG. 759
PIN: 207022-04
ZONING: R- 7 7MF
SINGLE FAMILY RESIDENTIAL
+ + a 76.00' F M
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0+ 14 +_ y . �FM� 0 20.00, r
1,520 SF a N (PRI TE 7, UE III s RlM "'.."
12.5' SD + + ) &SWE `2 �.. �,
+ + 76.00' � '+ +` � � � � Q +.. � � ti 141 �, our.•6zo.os-
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+ 1,520 SF PROP. -0 + NF + + S' CONC
+ VALLEY GUTTER + +� BLDG. ° + + I I 2.5' CURB &GUTTER
(TYP. + zry W . ENVELOPE �
76.00' 5'CONC
° +" �9� SbINK I
+ + + SDWK. (TYP.)
o N+ 12 ++ �, .�
C A +,, eo S N 6' FRONT .ol 3, i. I PROP. FIRE HYDRANT AND
N + 1520 SF ! 'o ss' 16 �+
T E( "' G� ao 17 �. 18 1A ETBACK . I n WATER SERVICE CONNECTIONS.
+ + 76.00' ' 2 189 SF 77 I b �O0 SEE SHEET C6.0
. a 1,715 SF 1587
o + ENVELOPE 20' MIN. °° I` (� . PROP. DIRECTIONAL
(TYP.) 11 DRWY. _ 4D I L=6.24' WATER AND I IGATION BFP. +"
I SEE SHEE C6.0 A- CURB RAMP
M + 2,280 SF + + + ° 'i= u,i
'PROP. Z'-0- VALLEY + + 1y`.S . ?
5 }R R ARD. + +++++++ �3I d z °+
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ON + + � - SDWK - »d - id L=23.47' I � 0
22.Q0
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•w ° BLDG. c _„ + 2311' _ 9 ' W _ GIs °xx o �� I m a N +a ENVELOPE + + . � w 15< I
5 0 + a (TYP.) 1O + a 10, ~- ��,�iE a1�t'� D1 10' CURB o N
rs R15 w in Cn a}rrF - eraa e ) (w <x w 1 0 o
+ 2,128 SF & sDE m � N 0. 139.61' � � N �7
Pic 2, 7 35' S6"� N8 58
9 (23' Et1 t@ S1(1ulj! R= 00.0 16.09' 4 Q
UNDISTURBED + + 76.00' + +
NATURAL AREA + I + 2 AO + 22+ Z2,00 c 2 00'
IZ.S' SOa 0: IL7 "' 17e1�' l L= i' � a5 WM PI: 10+00.00
LEGEND
PROPOSED CONCRETE AREAS
PROPOSED PAVEMENT
PROPOSED MILL & RESURFACE
RIP RAP
UNDISTURBED NATURAL AREA
REVEGETATED NATURAL AREA
. . . ... . ...
COMMON OPEN SPACE
+ + + + +
PRIVATE OPEN SPACE
DI
DROP INLET
CB
CATCH BASIN
RCP
REINFORCED CONCRETE PIPE
FES
FLARED END SECTION
SSE
SANITARY SEWER EASEMENT
SDE
STORM DRAIN EASEMENT
SWE
SIDEWALK EASEMENT
UE
UTILITY EASEMENT
BMP
BEST MANAGEMENT PRACTICE
EX. CATCH BASIN & PIPE
EX. STORM DRAIN & PIPE
_R/W-
RIGHT OF WAY LINE
PROPERTY LINE
ADJACENT PROPERTY LINE
EASEMENT LINE
-PCCE--PCCE
POST CONSTR. ACCESS EASEMENT
ss ss
EX. GRAVITY SEWER
Ur Ur Ur
EX. UNDERGROUND TELEPHONE LINE
G G
EX. GAS LINE
UGE UGE
EX. UNDERGROUND ELECTRIC LINES
of of of
EX. OVERHEAD ELECTRIC
www
EX. WATER LINE
GENERAL SITE NOTES:
DEVELOPMENT DATA
ZONING:
R-17 MF
ADDRESS:
9045 SHARONBROOK DRIVE
CHARLOTTE, INC 28210
PARCEL ID #:
20702216,20702217
DEED BOOK / PAGE:
DB 33303 PG 537
MAP BOOK / PAGE:
MB 7/PG 159
CENTER / CORRIDOR / WEDGE:
CORRIDOR -SOUTH
CURRENT ZONING:
R-17MF
TOTAL SITE AREA:
1.944 AC
AREA IN PUBLIC R/W:
0.062 AC
PROPOSED PRIVATE R/W:
0.236 AC
PROPOSED AREA IN SUB -LOTS:
0.848 AC
PROPOSED NUMBER OF UNITS:
19
ALLOWABLE NUMBER OF UNITS:
32
PROPOSED DENSITY:
9.7 UNITS PER ACRE
ALLOWED DENSITY:
17 UNITS PER ACRE
PROPOSED USE:
SINGLE FAMILY ATTACHED TOWNHOMES FOR
SALE
MAX BLDG HEIGHT:
40' WITH EXCESS HEIGHT ALLOWED PER TABLE
9.305(1)(i)(B)
PROPOSED BUILDING HEIGHT:
36'
MIN. BUILDING SEPARATION:
16'
PARKING REQUIRED:
1.5 SPACES PER UNIT (29 SPACES)
PARKING PROVIDED:
2 SPACES PER UNIT (38 SPACES)
SOLID WASTE:
REQUIRED:
ONE 8 CUBIC YARD DUMPSTER PER 30 UNITS OR
ONE 8 CUBIC YARD COMPACTOR PER 90 UNITS
PROVIDED:
ONE 8 CUBIC YARD DUMPSTER
RECYCLING:
REQUIRED:
144 SF
PROVIDED:
144 SF
OPEN SPACE:
REQUIRED:
0.875 AC (45.0%)
BMP EASEMENT:
0.190 AC
OTHER:
0.685 AC
TOTAL:
0.877 AC (45.1%)
MIN. UNIT PRIVATE OPEN SPACE:
400 SF PER UNIT
LINEAR FEET OF STREET:
AYANA DRIVE
173 FT
AHAN DRIVE
220 FT
TOTAL LINEAR FEET OF STREET:
393 FT
SETBACKS PERIMETER PER R-MF17:
MIN FRONT SETBACK:
30 FT
MIN SIDE YARD:
10 FT
MIN REAR YARD:
40 FT OR 50 FT ADJOINING SINGLE FAMILY
DEVELOPED OR ZONED LAND
SETBACKS INTERIOR LOTS:
MIN FRONT:
20 FT FROM BACK OF SIDEWALK OR R/W TO
FACE OF GARAGE
MIN SIDE YARD:
0 FT
MIN REAR YARD:
0 FT
MIN 16' BUILDING SEPARATION
BUFFER REQUIREMENTS:
FRONT:
SIDE - NORTH:
SIDE - SOUTH:
REAR - WEST:
TREE SAVE REQUIREMENTS:
REQUIRED TREE SAVE AREA:
TREE SAVE PROVIDED:
+ + 1,520 SF 9 ^� 02 . I! - - W 1. BEFORE YOU DIG, STOP. CALL THE INC ONE -CALL CENTER AT 1-800-632-4949. IT'S THE LAW.
PROP. 2 - VALLEY + + I I PROP. DIRECTIONAL EXISTING UTILITIES ARE SHOWN FROM THE BEST AVAILABLE INFORMATION AND ARE APPROXIMATE. IT IS THE CONTRACTOR'S
$ 20' MIN. ° w '" I + +GUTTER TYP.) + + ' S L=23.63
CURB RAMP
RESPONSIBILITY TO VERIFY THESE AND OTHER UTILITIES BEFORE STARTING CONSTRUCTION. NOTIFY UTILITY LOCATING
_ o_ I W TRANS. FROM + 3 w R-15.00 - ou
DRWY. N sr �; � , _ � COMPANY (ONE CALL @ 1-800-632-4949) OR INDIVIDUAL UTILITY OWNERS FOR UNDERGROUND LOCATIONS AT LEAST48
1520 SF VALLEY GUTTER TO BLDG.
'+ ° ;_, , ° a 10 CURB � laa I HOURS IN ADVANCE.
C3 ,
CONC. PATIO , + o er I 2 CURB & G TIER ENVELOPE TRANS. \ o
(TYP•) - PROP. Rl-1 STOP SIGN
- m
2. CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, RIGHT-OF-WAYS AND UTILITIES, PUBLIC OR PRIVATE, BEFORE
AT GRADE (TYP.) o+ 76.00' �
C3 I
W o. I
SIZE VARIES o+ + + la 00 4 3 .rjS� c� I WORKING IN THESE AREAS.
'" � � 1661 SF 2 g � I <� � � PROPOSED
MAX.1o' x 10' + + i a , 1,661 SF 1 .1 �+
++ _ 2' CURB 8U 1,661 SF 1,661 SF + a o en PAVEMENT 3. CONTRACTOR SHALL PUT INTO PLACE SUCH TEMPORARY EROSION CONTROL MEASURES AS INDICATED ON THE PLANS. THESE
+ + 1520 SF N ., , 0 2,039 SF %%^L MEASURES SHALL BE INSPECTED AND EVALUATED DURING CONSTRUCTION OPERATION FOR THEIR EFFECTIVENESS IN
... , e + " 39 I +, GUTTER CONC. PA 10 + I > 4 e,
P NA ^ ^ Ln c PREVENTING EROSION MATERIAL AND SEDIMENT FROM DISCHARGING FROM THE WORK AREA. IF REQUIRED, AND AS
RETAINING WALL + + 76.00' , Z (, TE} a L6 AT GRADE (TYP.) + iP n> NEW POWER POLE LOCATION DIRECTED BY THE CITY INSPECTOR, ADDITIONAL TEMPORARY EROSION CONTROL MEASURES SHALL BE INSTITUTED AND
(BY OTHERS) + - 7.5 CURB S. OP 5 CONC. ^ � SIZE VARIES \ 8 1 " COORDINATE W DUKE ENERGY INSTALLED.
.... + + + C TRANS. ° ° ° e m I SDWK. MAX. 6' x 10' + ... _ ° /
R/W
30'
4.
ALL CONSTRUCTION SHALL BE COMPLETED IN ACCORDANCE WITH THE LATEST EDITION OF THE CHARLOTTE/MECKLENBURG
LAND DEVELOPMENT STANDARDS MANUAL.
-�
5.
PROTECT ALL PROPERTY MONUMENTS AND PINS. MONUMENTS AND PINS THAT WILL BE DISTURBED DURING CONSTRUCTION
SHALL BE REFERENCED AND REPLACED BY A LICENSED LAND SURVEYOR.
2.5' CURB &GUTTER
6.
CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SUCH THAT WORKMEN AND THE PUBLIC WILL BE PROTECTED FROM
INJURY, AND ADJOINING PROPERTY PROTECTED FROM DAMAGE.
SHARONBROOK DRIVE
7•
CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE UPON COMPLETION OF THE PROJECT AND AT LEAST
ONCE A WEEK DURING CONSTRUCTION.
GR;607. CENTERLINE
1
8.
CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND/OR MATERIAL DUE TO CONSTRUCTION OPERATIONS.
�GR: 606.94
ALL STREET SURFACES, UTILITY POLES, CULVERTS, DITCHES, CURB AND GUTTER OR OTHER STRUCTURES THAT ARE DISTURBED
IN:601.78
OR DAMAGED IN ANY MANNER AS A RESULT OF CONSTRUCTION SHALL BE REPLACED OR REPAIRED BY THE CONTRACTOR IN
OUT: 600.31
\�
ACCORDANCE WITH THE APPROPRIATE SPECIFICATIONS.
INV.•599.70
-PT: 8+63.01
9.
ALL LOT STRIPING AND DIRECTIONAL ARROWS TO BE PAINTED REFLECTIVE WHITE, TWO COATS.
\ NEW POWER POLE LOCATION
10.
ALL PAVING SHALL CONFORM WITH PAVING DETAIL ON SHEET C8.1.
COORDINATE W/DUKE ENERGY
11.
IF DEPARTURES FROM THE DRAWINGS OR SPECIFICATIONS ARE DEEMED NECESSARY BY THE CONTRACTOR, DETAILS OF SUCH
DEPARTURES AND REASONS THEREOF SHALL BE SUBMITTED IN WRITING TO THE OWNER FOR REVIEW. NO DEPARTURES FROM
/ •^ �^�^^�^ -- --- j • m� uMN THE CONTRACT DOCUMENTS WILL BE ALLOWED WITHOUT APPROVAL BY THE OWNER.
Z�
. .. .. .. .. ° 8 Y4i, N ` R/M:606.42
6' OPAQUE PRIVACY FENCE RETAINING WALL I. m I INs9a.4s/A�
12. CONTRACTOR SHALL MAINTAIN AN "AS -BUILT" SET OF DRAWINGS TO RECORD THE EXACT LOCATION OF ALL PIPING AND PIPE
BY OTHERS o0 0 f �> a our597.51
( ) < INVERT ELEVATIONS PRIOR TO CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE OWNER UPON COMPLETION OF THE
Sharon A. Dodge '�F�qr eppo' PROJECT.
PCCO SUMMARY
ORIGINAL PARCEL ID NUMBER(S):
20702216, 20702217
DEVELOPMENT TYPE:
RESIDENTIAL SINGLE FAMILY ATTACHED
SUBJECT TO PCCO? Y/N
Y
IF NO, WHY?
WATERSHED:
CENTRAL CATAWBA
DISTURBED AREA (AC):
1.902
SITE AREA (AC):
1.944
DA#1
TOTAL ON- SITE DRAINAGE AREA (AC):
1.882
EXISTING BUILT- UPON- AREA (SF):
0
EXISTING BUA TO BE REMOVED (SF):
0
EXISTING BUA TO REMAIN (SF):
0
PROPOSED NEW BUA (SF):
36,925
PROPOSED % BUA:
43.6%
DENSITY (HIGH / LOW)
HIGH
TOTAL POST- PROJECT BUA FOR SITE:
DEVELOPMENT OR REDEVELOPMENT?
DEVELOPMENT
NATURAL AREA REQUIRED (AC):
0.340
UNDISTURBED NATURAL AREA (AC):
0.217
REVEGETATED NATURAL AREA (AC):
0.340
TOTAL STREAM BUFFER PROTECTED ON -SITE (AC):
0
TRANSIT STATION AREA? Y/N
N
DISTRESSED BUSINESS DISTRICT? Y/N
N
MITIGATION TYPE (IF APPLICABLE)
N/A
NATURAL AREA MITIGATION? Y/N
N
BUFFER MITIGATION? Y/N
N
TOTAL PHOSPHOROUS MITIGATION? Y/N
N
D.B. 2_5766, PG 297
Lots 109 to 713, Block B
M.B. 7, PG. 759
PIN: 207 022- 7 5
ZONING: R 17MF
SINGLE FAMILY RESIDENTIAL
13. ANY AND ALL QUANTITIES SHOWN OR IMPLIED ON THE PLANS ARE FOR ESTIMATION PURPOSES ONLY.
Michael C. Dodge & IN 603.
14. PRIOR TO ANY CONSTRUCTION ACTIVITIES, THE CONTRACTOR WILL NOTIFY THE SITE INSPECTOR AND THE URBAN FORESTER
Sharon L. Dodge SUE o
D.B. 5070, PG. 75 7 MIN. 2' FROM BACK i;i i o -60 .10
WITH THE CITY OF CHARLOTTE ENGINEERING AND PROPERTY MANAGEMENT DEPARTMENT.
Part of Lot 1 7 4, Block B OF SIDEWALK PKN
/ ti�� �I + S79° 57' 16"E 15. THE CONTRACTOR WILL CONTACT CDOT RIGHT OF WAY MANAGEMENT AT 704-432-1562 TO OBTAIN A RIGHT-OF-WAY USE
M.B. 7, PG. 759 TEMPORARY I 3 00 15.29' / PCC: 8+12.67 PERMIT BEFORE BEGINNING WORK WITHIN THE RIGHT-OF-WAY.
PIN: 207-022-76 CURB RAMP l tI
ZONING: R- 7 7MF / lNV.604. 6 0 o 16. ALL DEVELOPMENT CREATING A TOTAL OF 20,000 SQUARE FEET OF IMPERVIOUS AREA WILL REQUIRE STORM DRAINAGE
DETENTION.
I / 17. CERTIFICATION AND STREET CUT PERMITS ARE REQUIRED FOR UTILITY CUTS ON CITY STREETS. ALLOW 7 DAYS PROCESSING FOR
/ PERMIT. FOR INFORMATION CONTACT CHARLOTTE DEPARTMENT OF TRANSPORTATION (704-336-4025) OR VISIT
http://www.charmeck.org/departments/transportation/street+maintenance/home.htm
18. TREES WITHIN THE STREET RIGHT-OF-WAY ARE PROTECTED BY LAW. A PERMIT IS REQUIRED FROM THE CITY ARBORIST AT
/ I / 704-336-5753 PRIOR TO REMOVAL OF ANY RIGHT-OF-WAY TREES. ALL TREES OVER 8" IN DIAMETER AS MEASURED 4.5' ABOVE
GROUND AND LOCATED WITHIN THE SETBACK ARE PROTECTED BY LAW. CONTACT LAND DEVELOPMENT AT 704-336-6692 FOR
/ REQUIRED PERMITS.
o I /
� 19. BUILDING DIMENSIONS SHOWN ARE APPROXIMATE. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT BUILDING
DIMENSIONS.
ssMN� 20. COORDINATE ALL CURB AND STREET GRADES IN INTERSECTION WITH INSPECTOR.
RIM: .42
0 ou ;60z.z0 21. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT
I/ OFF -SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS.
/ ,,,000777 22. IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 0.5% SLOPE OF THE CURB.
23. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT-OF-WAY IF DEEMED NECESSARY BY THE
\ / INSPECTOR.
24. ALL PAVEMENT MARKINGS ARE TO BE MAINTAINED BY THE DEVELOPER/PROPERTY OWNER.
/ 25. CONSTRUCTION WITHIN THE RIGHT-OF-WAY OF SHARONBROOK DRIVE WILL REQUIRE A MAINTENANCE OF TRAFFIC PLAN. SEE
GENERAL DETAIL ON SHEET C9.2.
SURVEY INFORMATION:
1. BOUNDARY INFORMATION TAKEN FROM MAP ENTITLED "TOPOGRAPHY SURVEY PREPARED FOR CUSTOM HOMES CAROLINA
LOCATED IN 9045 SHARONBROOK DR CHARLOTTE, MECKLENBURG CO. NC" PREPARED BY CHARLES E. BELL, PLS# 4804.
DATED 2/9/18.
GRAPHIC SCALE
30 0 15 30 60
( IN FEET )
1 inch = 30 ft.
NONE
NONE
18' CLASS C (REDUCED 25%TO 13.5' WITH FENCE)
18' CLASS C
0.282 AC (15% OF SITE AREA)
0.000 AC (PAYMENT IN LIEU SEE SHEET
C8.0 FOR PAYMENT CALCULATIONS)
4-
N
LOCATION MAP
SCALE = 1"=1000'
SITE \;
26. CURB AND GUTTER SHOWN ON PLANS MAY BE ADJUSTED BASED UPON FIELD STAKING BY CITY ENGINEERING. ASSOCIATED
STORM DRAINAGE MAY ALSO REQUIRE MODIFICATION BASED UPON FIELD CONDITIONS.
27. THE PURPOSE OF THE STORM DRAINAGE EASEMENT (SIDE) IS TO PROVIDE STORM WATER CONVEYANCE. BUILDINGS ARE NOT
PERMITTED IN THE EASEMENT AREA. ANY OTHER OBJECTS WHICH IMPEDE STORM WATER FLOW OR SYSTEM MAINTENANCE
ARE ALSO PROHIBITED.
28. HIGH -DENSITY POLYETHYLENE HDPE STORM DRAINAGE PIPE INSTALLED WITHIN EXISTING OR PROPOSED PUBLIC STREET
RIGHT-OF-WAY MUST BE APPROVED BY THE CITY'S INSPECTOR PRIOR TO ANY BACKFILL BEING PLACED. BACKFILL MATERIAL
MUST BE APPROVED BY THE CITY INSPECTOR PRIOR TO PLACEMENT OF THE MATERIAL WITHIN THE PUBLIC STREET
RIGHT-OF-WAY.
29. PE SEALED SHOP DRAWINGS FOR RETAINING WALL MUST BE SUBMITTED TO CITY ENGINEER PRIOR TO CONSTRUCTION.
30. "AS -BUILT" DRAWINGS AND PLANS OF THE STORM DRAINAGE SYSTEM, INCLUDING DESIGNED DITCHES, MUST BE SUBMITTED
PRIOR TO SUBDIVISION FINAL INSPECTION TO THE CITY/COUNTY ENGINEERING DEPARTMENT IN ACCORDANCE WITH THE
CITY/COUNTY SUBDIVISION ORDINANCE.
31. PRIOR TO CO, SURVEYOR SEALED SHOP DRAWINGS OF ALL WATER QUALITY BMP'S AND DETENTION SYSTEMS MUST BE
PROVIDED.
32. PRIOR TO PLAT RECORDATION, OFFSITE R/W AND/OR CONSTRUCTION EASEMENTS ARE REQUIRED TO BE OBTAINED
ACCORDING TO THE GUIDELINES OF THE "OFFSIDE R/W ACQUISITION PROCESS". THESE NEEDED R/W AND CONSTRUCTION
LIMITS ARE CLEARLY SHOWN ON THE ROADWAY IMPROVEMENT PLAN.
33. CERTIFICATION AND STREET CUT PERMITS ARE REQUIRED FOR UTILITY CUTS ON CITY STREETS. ALLOW 7 DAYS PROCESSING FOR
PERMIT. FOR INFORMATION, CONTACT CHARLOTTE DEPARTMENT OF TRANSPORTATION (704-336-4025).
34. SIDEWALK WITHIN THE CITY'S R/W THAT REQUIRES REPLACEMENT AS PART OF THE DEVELOPMENT AND/OR STREET
IMPROVEMENTS SHOULD BE PHASED IN SUCH A WAY AS TO MINIMIZE THE DURATION OF THE SIDEWALK CLOSURE TO THE
EXTENT FEASIBLE. THE DEVELOPER SHOULD MAKE EVERY ATTEMPT TO HAVE SIDEWALK REPAIRED AND REOPENED FOR PUBLIC
USE WITHIN 30 DAYS OF REMOVAL.
35. ALL PROPOSED HYDRANTS AND ACCESS ROADS SHALL BE IN COMPLIANCE AND IN SERVICE AT THE TIME OF COMBUSTIBLE
MATERIALS BEING DELIVERED TO THE SITE. CONTACT THE FIRE INSPECTOR PRIOR TO ORDERING MATERIALS FOR APPROVAL OF
THE SERVICEABILITY OF THE STREETS AND HYDRANTS. CALL THEM AT 704-336-2101. NFF IS 1500 GPM FOR 2 STORY
TOWNHOMES.
36. ALL UTILITIES TO BE UNDERGROUND.
37. CONSTRUCTION START DATE OCTOBER, 2019. CONSTRUCTION COMPLETION DATE DECEMBER, 2020.
38. SITE TRIANGLES SHOWN ARE THE MINIMUM REQUIRED.
39. DEVELOPER WILL PROVIDE STREET SIGNS PER CLDSM#50.05 (9" SIGNS ONLY).
40. NON-STANDARD ITEMS IE: PAVERS IRRIGATION SYSTEMS ETC. IN THE RIGHT-OF-WAY REQUIRE A RIGHT-OF-WAY
ENCROACHMENT AGREEMENT WITH THE CHARLOTTE DEPARTMENT OF TRANSPORTATION NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION BEFORE INSTALLATION. FOR CITY OF CHARLOTTE MAINTAINED STREETS, CONTACT CDOT AT 704-336-3888.
41. ANY WORK WITHIN THE CITY'S R/W THAT REQUIRES CLOSURE OF A SIDEWALK OR TRAVEL LANE MUST BE APPROVED BY CDOT
AND WILL REQUIRE A R/W USE PERMIT OR R/W LEASE DEPENDING UPON THE PROPOSED DURATION OF CLOSURE. THESE
APPROVALS ARE IN ADDITION TO SITE APPROVALS AND SHOULD BE COORDINATED WITH CDOT PRIOR TO CONSTRUCTION.
CONTRACTOR SHALL CONTACT CDOT AT [phone] AT LEAST 5 BUSINESS DAYS PRIOR TO BEGINNING WORK FOR IMPACTS
LESS THAN 30 DAYS. CONTRACTOR SHALL CONTACT CDOT AT [phone] AS SOON AS POSSIBLE FOR IMPACTS GREATER
THAN 30 DAYS. EVERY EFFORT SHALL BE MADE TO CONSTRUCT IMPROVEMENTS WITH MINIMAL IMPACT TO DRIVERS AND
PEDESTRIANS.
42. THE DEVELOPER SHALL CONTACT THE CHARLOTTE DEPARTMENT OF TRANSPORTATION (GUS JORDI, 704-336-7086) TO
IDENTIFY ANY CONFLICTS WITH TRAFFIC SIGNALIZATION EQUIPMENT. 60- 90 DAYS WILL BE REQUIRED TO COORDINATE
RELOCATION. DEVELOPER SHALL BE RESPONSIBLE FOR ALL RELATED RELOCATION COST AND/OR ANY REPAIR COST CAUSED BY
THE CONTRACTOR/DEVELOPER
43. DEVELOPER TO CONTACT CDOT (ALFRED OYOYO: 704-336-3939) DURING SITE PLAN PREPARATION TO DISCUSS STREET
LIGHTING REQUIREMENTS, IF ANY, FOR THIS PROJECT. COORDINATE WITH DUKE ENERGY AND CDOT AS NECESSARY TO
DETERMINE LIGHTING LEVELS, LIGHTING LAYOUT AND REQUIREMENTS FOR INSTALLATION.
44. PRIVATE DEVELOPMENT UTILITY RELOCATION COORDINATION - FOR UTILITY COORDINATION RELATED TO BOTH EXISTING
UTILITY RELOCATION NEEDS AND PROPOSED NEW UTILITY INSTALLATIONS, PLEASE CONTACT RALPH TRUITT, CDOT ROW
UTILITY COORDINATOR AT 704-336-4248 OR RTRUITT@CHARLOTTE NC.GOV.
45. AJOINT USE MANHOLE (MEET -ME MANHOLE) IS TO BE PROVIDED BY THE DEVELOPER TO ACCOMMODATE ALL UTILITY
TELECOM SERVICE PROVIDERS. THE JOINT USE MANHOLE SHALL BE LOCATED ON PRIVATE PROPERTY OUTSIDE OF THE CITY
RIGHT-OF-WAY.
I �
I111'
* * * 3 Days Before Digging
North Carolina 811
811 or1-800-632-4949
Remote Ticket Entry
http://nc8l l.org/remoteticketentry.htm
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TOWNHOMES, SHARONBROOK DRIVE
CHARLOTTE, NC CONTEMPORANEOUSLY
WITH ITS ISSUE DATE ON 8/12/19. AND
IT IS NOT SUITABLE FOR USE ON A
DIFFERENT PROJECT SITE OR AT A LATER
TIME. USE OF THIS DRAWING FOR
REFERENCE OR EXAMPLE ON ANOTHER
PROJECT REQUIRES THE SERVICES OF
PROPERLY UCENSED ARCHITECTS AND
ENGINEERS. REPRODUCTION OF THIS
DRAWING FOR REUSE ON ANOTHER
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BE CONTRARY TO THE LAW.
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WITH ITS ISSUE DATE ON 8/12/19. AND
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I 1 y �18 / l 6167 3. 9U i PAD EL. PAD EL. PAD EL. PAD EL. 1 1 r l 613.04
I - LP: 617.64 94, � m \�+ a I 619. 619.06 619.06 18.40 PAD
TW:626.55 l
6 .40 I I
_ I BW:618.73 B10-YD S
AD E . ^ TW: 616.82 S
18.7 6 ° 6. BW: 606.50 ' ! BW: 606.nn Y S 610
J121.1 HP 616.57 TW:616.19 4 610.
°
E a
%� H• R6TAINING ALL 3x 611Ao12-CB
O B14-CB
BW:61B15-CB PccE ccE B16-HW 00 REPLACE EXISTING 24"
TW: 625.35 BW:619.10 �. 6 607.74 A7-CS Al AB O1 ti w RCP WITH NEW 36" RCP_
TW: 622.41 -� __-_ �08.7 BW:606.50 ""+E NEW 36" RCP TO TIE
D
\ - -_, TW: 611.00 R 606 , A o INTO EXISTING CB
I ETq/N/NG 4 HDPE GR:
BW:618.00 x
TW: (XI 78.8
\CEGR
O ( 611.00 I t r C IN: 606.94 .78
OUT 600.31
X \x PC BW:606.00 p ��
6
75.7 \ \ cE T .00 = I I \T � INV.599.70
Pcc _ zo
670,5 610 PccE
\ 60 Pc s
X
sos� • 08 S - ER _>_ S
a P) I m SSMH
I R/M:606.41
IN.598.45(A)
IN:597.96(e)
T I I I OUT.•59Z51
51
A10-OTC /N A9-CB 605.33
LP:604.92 6p54z 06.03 '
/ REPLACE EXISTING 15" RCP o ' PKN -60 .10
WITH NEW 15" RCP
3 00
/ INV.•6�i.
\ I
\ =1%.
RIMY: 01.1
�Q OU :601.10
\ Q /
\ \ / FP J1III1�17. /
/y
STR. DATA
PIPE DATA
STR.
UP
STR.
TYPE
RIM
ELEV.
STR.
UP
STR.
DOWN
LENGTH
FT
INV
UP
INV
DOWN
SLOPE
%
DIA.
IN
TYPE
Al
OTC
611.50
Al
A2
242
607.65
604.75
1.20%
30
RCP
A2
JB
621.20
A2
A6
31
604.75
604.38
1.20%
30
RCP
A3
EX -END
0.30
A3
A4
57
627.89
624.46
6.07%
15
EX -RCP
A4
JB
626.79
A4
A5
16
622.23
620.44
11.39%
18
RCP
A5
CB
625.40
A5
A6
25
620.44
617.95
10.00%
18
RCP
A6
JB
622.39
A6
All
182
604.38
602.56
1.00%
36
RCP
A7
CS
608.38
A7
All
34
602.73
602.56
0.50%
24
HDPE
A8
FES
606.34
A8
A9
33
604.82
603.21
4.88%
15
RCP
A9
CB
606.07
A9
A10
38
603.00
602.81
0.50%
18
RCP
A10
OTC
604.93
A10
All
48
602.81
602.56
0.50%
18
HDPE
All
JB
610.43
All
Al2
24
602.56
602.32
1.00%
36
RCP
Al2
CB
607.70
Al2
A13
30
602.32
601.78
1.79%
36
RCP
A13
EX -CB
607.03
STR. DATA
PIPE DATA
STR.
UP
STR.
TYPE
RIM
ELEV.
STR.
UP
STR.
DOWN
LENGTH
FT
INV
UP
INV
DOWN
SLOPE
%
DIA.
IN
TYPE
Bl
CB
616.22
B1
B2
13
609.06
608.93
1.00%
15
HDPE
B2
VG
615.95
B2
B4
22
608.93
608.71
1.00%
15
HDPE
B3
YD
615.66
B3
B4
26
611.17
610.91
1.00%
15
HDPE
B4
CB
615.99
B4
B13
99
607.73
607.24
0.50%
36
HDPE
B5
YD
612.78
B5
B8
28
608.60
608.33
1.00%
15
HDPE
B6
YD
614.10
B6
B7
21
609.66
609.45
1.00%
15
HDPE
B7
CB
616.76
B7
B8
21
609.45
609.24
1.00%
15
HDPE
B8
CB
616.83
B8
B13
139
607.93
607.24
0.50%
36
HDPE
B9
YD
615.72
B9
B11
110
611.70
610.60
1.00%
10
HDPE
B10
YD
617.64
B10
B11
88
613.74
612.86
1.00%
10
HDPE
Bll
DI
617.76
Bll
B12
66
610.60
609.94
1.00%
12
HDPE
B12
JB
619.10
B12
B13
37
609.81
609.44
1.00%
15
HDPE
B13
JB
618.40
B13
B15
106
607.24
606.71
0.50%
36
HDPE
B14
CB
616.87
B14
B15
27
612.44
612.17
1.00%
15
HDPE
B15
CB
616.70
B15
B16
43
606.71
606.50
0.50%
36
RCP
B16
HW
610.01
ABBREVIATIONS:
CB = CATCH BASIN PER NCDOT STD. DRAWING NO. 840.02.
DI = DROP INLET PER NCDOT STD. DRAWING NO. 840.14.
YD = ADS NYOPLAST INLINE DRAIN WITH 12' X 12' CAST IRON GRATE
JB = JUNCTION BOX PER NCDOT STD DRAWING NO.840.31 OR 840.32
OTC = OPEN THROAT CATCH BASIN PER CLDSM 20.05A & 20.05B
OPENING ON 4 SIDES. RIM ELEV REFERS TO BOTTOM OF OPENING.
VG = VALLEY GUTTER FRAME & GRATE SEE DETAIL SHEET C9.2
FES = FLARED END SECTION PER CLDSM 20.22
CO = TRAFFIC RATED CLEANOUT
CS = CONTROL STRUCTURE SEE DETAIL ON SHEET CS.8
RCP = REINFORCED CONCRETE PIPE (CLASS III UNLESS OTHERWISE NOTED)
HDPE = HIGH DENSITY POLYETHYLENE PIPE. ADS N-12 OR EQUAL.
HW = CONCRETE HEADWALL PER CLDSM 20.17A & 20.17B
RIM ELEVATION REFERS TO THE GUTTER
FLOW LINE AT CATCH BASIN INLETS.
RIM ELEVATION REFERS TO THE INVERT OF THE
THROAT OPENING ON OPEN THROAT CATCH BASINS.
CB RIM ELEV.
(EDGE OF PAVEMENT)
® FLOW
':UPSTREAMINVERT
RT
DOWNSTREAM INVERT
GRAPHIC SCALE
30 0 15 30 60
( IN FEET )
1 inch = 30 ft.
0
a
u
SITE \;
N
LOCATION MAP
SCALE = 1"=1000'
LEGEND:
- - - -
PROPERTY LINE
e e e
EASEMENT
�R/W� �
RIGHT-OF-WAY
- - - - - - -
SETBACK
G G
GAS LINE
POWER LINE (OVERHEAD)
ss ss
SANITARY SEWER PIPE
STORM DRAIN PIPE
Fo Fo Fo
TELEPHONE LINE (UNDERGROUND)
w w
WATER LINE
x x
FENCE
ue ue
POWER LINE (UNDERGROUND)
DROP INLET & PIPE
CATCH BASIN & PIPE
D
STORM DRAIN MANHOLE & PIPE
STANDARD DUTY ASPHALT PAVEMENT
e e
PROPOSED CONCRETE PAVEMENT
I
* * * 3 Days Before Digging
North Carolina 811
811 or1-800-632-4949
Remote Ticket Entry
http://nc8l l.org/remoteticketentry.htm
0,,1111I111/,,,,
SSI
33046
61710
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STIPULATION FOR REUSE
THIS DRAWING WAS PREPARED FOR USE
ON A SPECIFIC SITE, SHARONBROOK
TOWNHOMES, SHARONBROOK DRIVE
CHARLOTTE, NC CONTEMPORANEOUSLY
WITH ITS ISSUE DATE ON 8/12/19. AND
IT IS NOT SUITABLE FOR USE ON A
DIFFERENT PROJECT SITE OR AT A LATER
TIME. USE OF THIS DRAWING FOR
REFERENCE OR EXAMPLE ON ANOTHER
PROJECT REQUIRES THE SERVICES OF
PROPERLY LICENSED ARCHITECTS AND
ENGINEERS. REPRODUCTION OF THIS
DRAWING FOR REUSE ON ANOTHER
PROJECT IS NOT AUTHORIZED AND MAY
BE CONTRARY TO THE LAW.
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JOB NUMBER: C180060
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DATE: 3-15-2019
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SHEET: C490

-0 so 0+00 1+00 2+00 2+50 8+00 9+00 10+00 11+00 11+50
630 630 630 630
. . _ .
PVI STA: 9+87.50
PVI ELEV: 619.66
o > K: 20.00
0 oc
• cc LVC:114.11
Z v rn HIGH PT. STA: 9+9 .45 11J1n r°il
a Go
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V1 _ .. W --r•1 W
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Q 00 O �'., + OC M >', m Z V W 00
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r• W p.� 0 O
COm m .-I + m to c t f
... .,. _CO W_..W N .. ... ..... W II .... 5 cm ... ...... .�.ai. .. ...
PROP. CENTERLINE: c 11 c„ Q c rn
= muj
ROAD PROFILE og J_� �' Lu W H PROP. CENTERLINE co c
620 0 W � W z �, 620 620 Z m 620
�„ Co Co - @i 2 m ROAD PROFILE c u
'I. U U N N Co 4 ,>L,
01
'IZ Co m Co c_ \ 0 W
-1. _ Co Co N Co Ln
Q0% 2 _ r .
cn CO CO 3 v= Co >
-0..37% 71.0,
21 .?.71% � c> > ELEV:616.51
Co
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9" + n �',, _ '... '... '... '... '... '... '... '... '... '... '... '... '... '... '... '... '...
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EX. GROUND
a
- PROFILE
1 a
8" " AN. SWR.
SAN. SWR. 8 S
811 SAN. SWR.
EX. GROUND
610 PROFILE 610 610 610
36" HDPE
36" HDPE
3611 HDPE
15" HDPE
15" HDPE
36" RCP
Ayand Drive Ahan Drive
600 600 600 600
N 00 N O 10 O 10 Ol Ol -i -i N � i N N Ol �p Ln
l0 � N -1 O I� � l0 Q0 l0 Ln m N 00 00 O m O p O 00 00 Il O p �n 00 l0 Il 00 00 m m rl p m N Ol 00
rl��n ,n m N � ,n ,n m m Ol Ol 00 00 rl � O p rl 00 O0 l0 l0 � 61 Cl -i rl Ln u� rl Ol Ol Ol
Ol Ol Oj Ol Oj M m Ol pj m Ol Oj Ol pj O p N r j l0
O L6 Ln r14 j �i rj M M O p O p nj1j
O O O p O p O O OO
I I I I I I I I I
-0+50 0+00 1+00 2+00 2+50 8+00 9+00 10+00 11+00 11+50
I
13
12
11
12" HDPE c
�4A
r•l
10
- - - PI: 9+02.32 - —
\z .
l cc;—
_ - —
'O
I I
0
I
PROP.FH
PI: 1+91.46
2+00EP: 2 +03.46
1+57.38 N88° 35'56"E
46.09' BC
(TYP.)
IOU OU
0 PROP. DIRECTIONAL
CURB RAMP (TYP.)
---------------------------------------------------------
/
B10-YD' 10" HDPE B11-DI 10" HDPE
C9 W
um— IIT
-----------------------
Al-0TC
B9-YD
�! I
I I I I I = I I I I I
y I I I I N I I I I I
6' PRIVATE FENCE i/ 6 7 8 9 10 15' SDE 11 12 13 14 15
i
PROP. DUMPSTER
LOCATION i I Ahan
Drivel
I Drive
7.5'CURB PROP. 2'VALLEY 12d-JB
GUTTER (TYP.) (VARIABLE PRIVATE S
TRANS.
2.5'GUTT R 14-CB ww
I w d I wd I I
d
B1-CB B2-VG
8+66 i 9+00 a 10+00 = N 11+00 11+37
rJ7 a N3° 1' 25"E _ r' _ ,., N3° 41' "E
_ ,� d — — 0-3�� w. — — (/1
y S6 d — — !a� w o r„ S5
/ B15--CBI P B13-JB 36" HDPE ,
B4-CB
E — CE'PROP. 2' VALLEY PC(
5' CONC..E — PCCE - C E
( SIDEWALK / 10
—PCCE—PCCE — _1 �.,,,., � GUTTER (TYP.) SDE
r \ ( 20'SDE RAW— R/W—
!s m _ _ PROP. MAIL KIOSK - - 23' I q 6 / V
7.5' CURB PROP. ADA PRIVATE 1 /
J = TRANS. 5 RAMP (TYP.) 0 71 - - - - - -
B3-YD o
� 3' CURB 19' EDP
TRANS. I /
'-- -- -- °�15'UE 17
n Lu & SDE
/ N H 30UE Ln -- -- r�
i v 4 Z & SDE
A— 18
� 1
o o /
Horizontal
Vertical
Horizontal Scale 1 inch - 40 ft.
Vertical Scale 1 inch - 4 ft.
STIPULATION FOR REUSE
THIS DRAWING WAS PREPARED FOR USE
ON A SPECIFIC SITE, SHARONBROOK
TOWNHOMES, SHARONBROOK DRIVE
CHARLOTTE, NC CONTEMPORANEOUSLY
WITH ITS ISSUE DATE ON 8/12/19. AND
IT IS NOT SUITABLE FOR USE ON A
DIFFERENT PROJECT SITE OR AT A LATER
TIME. USE OF THIS DRAWING FOR
REFERENCE OR EXAMPLE ON ANOTHER
PROJECT REQUIRES THE SERVICES OF
PROPERLY LICENSED ARCHITECTS AND
ENGINEERS. REPRODUCTION OF THIS
DRAWING FOR REUSE ON ANOTHER
PROJECT IS NOT AUTHORIZED AND MAY
BE CONTRARY TO THE LAW.
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JOB NUMBER: C180060
CHECKED BY: BMF
DRAWN BY: CDA
DATE: 3-15-2019
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PLAN &
PROFILE
AYANA DRIVE
&
AHAN DRIVE
SHEET: C590

620 620
615 5 CL
610006
605 5
60050 0 30 0 0 0 0 0 30 0 50
620 620
615 500
610ad 0
605 5
ui
60050 0 30 0 0 0 0 0 30 0 50
615 615
6
6
6
595 595
50L 40L 30L 20L 10L 0 10R 20R 30R 40R 50R
615 615
610 610
605 605 ...... 7.
600 600
595 595
50L 40L 30L 20L 10L 0 10R 20R 30R 40R 50R
615 615
610 610 CL
605 605
a.
10
600 600
Horizontals o s 10 zo
S S •'
4 Lu 330 6
s s 10 z0 Vertical o *** *** � -
3 Days Before Digging (0 9
Y gg g ���
595 595 Horizontal Scale 1 inch = 5 ft. North Carolina811 %•'•' GI
50L 40L 30L 20L 10L 0 10R 20R 30R 40R 50R •.
Vertical Scale 1 inch = 5 ft.Rems11 or 1-800-632-4949
http://ncs1i.org/remoteticketentry.htm 'te Ticket Entry''''i/"InIIII11W N``
5
8
12
11.19'
PROPOSED .
5
8
12
Iz84'
PROPOSED SLOPE
SEE DESIGN
ED
PROPOSED
SLOPE
,
.
SEE DESIGN
PLANS
5'
8'
12'
13.17'
v
223
0:66
10
2 423 9b
N
N N
N
co
X. PAVEMENT
610
1.46 % 3.17%
ex. 0.44/
-- _
a
5'
8'
12'
13.a5'
PROPOSED
SLOPE
SEE DESIGN
PLANS
0.86' 0.68'
SAWCUT &MATCH
EX. PAVEMENT
6,45%
1.48%
1. 84 %
F
�'
3.15%
ex 2.
y -
-
�n
W W
— '
a
o
O
ON\__18"
PROPOSED CONC.
SIDEWALK
N
v `o° v
o
w
°i
MILL &
fX. ASPHALT
PAVEMENT
HDPE
�: GROUNO
RESURFACE
1
1 FLAT BEHIND
.........SIDEWALK
•:.. PROPOSED
t,
PROPOSED 2.5
W
z
CURB & GUTTER
EX. 8 SAN. SEWER
W
z
3J
J
m
�' 5.a
oe
X
`"
Sharonbrook Driv
60' Public RJW
X
W
IZ.1'
10.85'
EX. ASPHALT
PAt/Eti1ENT
ex. 3.42 % ----
---- ------ ex. 2.70%
---------- -
O
v0
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O
o
w
W
k
v
EX 15" RCP
\-15" RCP
TO BE REMOVED
z
EX. 8".SAN. SEWER
W
'
1
a.a
x.
Sharonbrook Driv
60 Public RJW
STIPULATION FOR REUSE
THIS DRAWING WAS PREPARED FOR USE
ON A SPECIFIC SITE, SHARONBROOK
TOWNHOMES, SHARONBROOK DRIVE
CHARLOTTE, NC CONTEMPORANEOUSLY
WITH ITS ISSUE DATE ON 8/12/19. AND
IT IS NOT SUITABLE FOR USE ON A
DIFFERENT PROJECT SITE OR AT A LATER
TIME. USE OF THIS DRAWING FOR
REFERENCE OR EXAMPLE ON ANOTHER
PROJECT REQUIRES THE SERVICES OF
PROPERLY LICENSED ARCHITECTS AND
ENGINEERS. REPRODUCTION OF THIS
DRAWING FOR REUSE ON ANOTHER
PROJECT IS NOT AUTHORIZED AND MAY
BE CONTRARY TO THE LAW.
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[-4
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MODIFICATION LOG
JOB NUMBER:
C180060
CHECKED BY:
BMF
DRAWN BY:
CDA
DATE:
3-15-2019
1,88£-0 # WiJIEMEND A
CROSS
SECTIONS
SHEET: C591

635
630
625
620
615
3�1
A MPj
5' 8'
CONC. LANDSCAPE
SIDEWALK
30' R/W _ I _ 30' R/W
12'
10,
10,
EX. LANE EX. LANE
SOUTHBOUND NORTHBOUND
VARIES
SEE PLAN 1' MIN. GRADE
POINT
R1 C1 SAWCUT
1.50%
i 3.125% VARIES
--------------------
_ ---- '--- --- ------------- ---- ----------------
EXISTING
D1
GROUND E1 W U U
SAWCUT EX. PAVEMENT TO SUBBASE
SHARONBROOK DRIVE TYPICAL SECTION
-L- STA. 8+12.67 TO STA. 10+89.55
PAVEMENT SCHEDULE
C1
PROP.APPROX. 1" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.513,
D1
PROP. APPROX. 1-1/2" ASPHALT CONCRETE INTERMEDIATE COURSE,
TYPE S9.5C OR S9.513
E1
PROP. APPROX. 8" COMPACTED AGGREGATE BASE COURSE,
OR 4" BCBC TYP B25.00
R
2.5' CONCRETE CURB AND GUTTER
S
4" CONCRETE SIDEWALK
U
EXISTING PAVEMENT
V
MILLING BITUMINOUS PAVEMENT, 1 1/2" DEPTH MIN.
W
VARIABLE DEPTH ASPHALT PAVEMENT
. . . . . . . . .
. . . . . . . . .
. . . . . . . .
. . . . . . . . .
. . . . . . . . .
10.03
. . . . . . . .
10.28
. . . . . . . .
. . . . . . . . .
. . . . . . . . .
. . . . . . . .
EX. ASPHALT
EX. GROUND
PAVEMENT
. . . . . . . . .
. . . , . . . .
. . . . . . . .
. . . . . . . .
ex. 2.46%
ex. 0.90%
. . . . . .
. . . . . . .
. . . . . . . . .
. . . . . .
_ _ _
X. _.--
__ -
o
f`
a
w
c
o
ko
EX 15" RCP
--. . . . . . . . .
. . . . . . . . .
. . . . . . . .
. . . . . . . .
. . . . . . . . .
. . . . . . . .
. . . . . . .
. . . . . . . . .
. . . . . . . .
EX. 8 WM
. . . . . . . . .
. . . . . . . . .
. . . . . . . . .
z
. . . . . . . . .
. . . . . . . . .
. . . . . . . .
EX. 8" SAN.
.
SEWER
W
. . . . . . . . .
. . . . . . . . .
_. . . . . . . .
. . . . . . . .
. . . . . . . .
. . . . . . . . .
. . . . . .
. . . . . . .
. . . . . . . . .
. . . . . .
J
3
11 +
0.0
a
x
Lu
Sharonbrook Driv
60' Public R/W
W
635
630
625
620
615
50L 40L 30L 20L 10L 0 1011 20111 30R 4011 50111
630
625
1 620-
1 615-
61050L
625
620
615
610
6055
5'
8'
12'
9.54'
SAWCUT & MATCH
EX... PAVEMENT
0.94'
%
1.48'
PROPOSED SLOPE
o
Lu
LTr
SEE DESIGN PLANS
�Ny°°
a
NN
a
PA. V
ENN
1.57% °' ^'
3.06%
eEYA.oSMA2EN/aNA
x11.57
tit
-
m a0
w
ry
nj
u� a
1
3 ;1
V FLAT BEHI
-
3'6 °
v
EX. GROUND SIDEWA
---
K ---'"
MILL
RESURFACE
. . . . . . . . .
-----------------co
-------- PROPOSE
CONC. `°
PROPOSED
--------------
. . . . . . . . .
. . . . . . . . .
. . . . .
PAVEMENT . . . . . .
. . . . . . . . . . . . . . . . .
. . . . . . . . .
. . . . . . . . .
. . . . . . . . .
------
SID
WALK
)`
8" WM
p
EX.
EX. 8 SAN.
SEWER
W
PROPO
EQ 2.5
Z
J
3
CURB--&
GUTTER
W
J
10
00
Lu
Sharonbrook Driv
60' Public R/W
W
40L
30L
20L
10L
0
1011
20R
30R
4011
63U
625
620
615
SOR610
. . . . . . . . .
. . . . . . . . .
. . . . . . . . .
. . . . . . . . .
. . . . . . . . .
12'
. . . . . . .
10
. . . . . . . .
. . . . . . . . .
. . . . . . . . .
. . . . . . . .
PROPOSED SLOPE
20$'
AYANA DR ENTRANCE
S
SAWCUT &MATCH
EX ASPHALT
to
a
EX. PAVEMENT
PAVEMENT
1.07% tO
2.96% �a
2.81%
------- o
ex.1.1o%
c
N
a
EX. GROUND
m
p
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-N
RESURFACE
_-_----_-_--
0
--------""-"�-- -_--
N
PROPOSED
N
: °
PAVEMENT
EX. 8" SAN. SEWER-11
ko
EX.
8" WM
W
Z
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36" RCPui
J
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W
OL 40L 30L 20L 10L
0 1011 20111 30R
4011 50
625
620
615
610
R605
Horizontal 5 0 5
Vertical
Horizontal Scale 1 inch = 5 ft.
Vertical Scale 1 inch = 5 ft.
10 20
STIPULATION FOR REUSE
THIS DRAWING WAS PREPARED FOR USE
ON A SPECIFIC SITE, SHARONBROOK
TOWNHOMES, SHARONBROOK DRIVE
CHARLOTTE, NC CONTEMPORANEOUSLY
WITH ITS ISSUE DATE ON 8/12/19. AND
IT IS NOT SUITABLE FOR USE ON A
DIFFERENT PROJECT SITE OR AT A LATER
TIME. USE OF THIS DRAWING FOR
REFERENCE OR EXAMPLE ON ANOTHER
PROJECT REQUIRES THE SERVICES OF
PROPERLY LICENSED ARCHITECTS AND
ENGINEERS. REPRODUCTION OF THIS
DRAWING FOR REUSE ON ANOTHER
PROJECT IS NOT AUTHORIZED AND MAY
BE CONTRARY TO THE LAW.
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JOB NUMBER:
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CHECKED BY:
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DRAWN BY:
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DATE:
3-15-2019
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TO BE REMOVED
Storm A-1
590
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6,'
6'
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610
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590
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590 61,%I
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40 6:
30 6;
10 61
0+00
40 0 20 40
Horizontal
Vertical
Horizontal Scale 1 inch = 40 ft.
Vertical Scale 1 inch = 4 ft.
80 160
t0
A
iF
.0 30
STIPULATION FOR REUSE
THIS DRAWING WAS PREPARED FOR USE
ON A SPECIFIC SITE, SHARONBROOK
TOWNHOMES, SHARONBROOK DRIVE
CHARLOTTE, NC CONTEMPORANEOUSLY
WITH ITS ISSUE DATE ON 8/12/19. AND
IT IS NOT SUITABLE FOR USE ON A
DIFFERENT PROJECT SITE OR AT A LATER
TIME. USE OF THIS DRAWING FOR
REFERENCE OR EXAMPLE ON ANOTHER
PROJECT REQUIRES THE SERVICES OF
PROPERLY LICENSED ARCHITECTS AND
ENGINEERS. REPRODUCTION OF THIS
DRAWING FOR REUSE ON ANOTHER
PROJECT IS NOT AUTHORIZED AND MAY
BE CONTRARY TO THE LAW.
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JOB NUMBER:
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DRAWN BY:
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DATE:
3-15-2019
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STORM DRAIN
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SYSTEM A
SHEET: C593

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40 0 20 40
Horizontal
Vertical
Horizontal Scale 1 inch = 40 ft.
Vertical Scale 1 inch = 4 ft.
D
530 6:
520 6j
510 61
590 55w
80 160
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30
t0
10
DO
.030
STIPULATION FOR REUSE
THIS DRAWING WAS PREPARED FOR USE
ON A SPECIFIC SITE, SHARONBROOK
TOWNHOMES, SHARONBROOK DRIVE
CHARLOTTE, NC CONTEMPORANEOUSLY
WITH ITS ISSUE DATE ON 8/12/19. AND
IT IS NOT SUITABLE FOR USE ON A
DIFFERENT PROJECT SITE OR AT A LATER
TIME. USE OF THIS DRAWING FOR
REFERENCE OR EXAMPLE ON ANOTHER
PROJECT REQUIRES THE SERVICES OF
PROPERLY LICENSED ARCHITECTS AND
ENGINEERS. REPRODUCTION OF THIS
DRAWING FOR REUSE ON ANOTHER
PROJECT IS NOT AUTHORIZED AND MAY
BE CONTRARY TO THE LAW.
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JOB NUMBER:
C180060
CHECKED BY:
BMF
DRAWN BY:
CDA
DATE:
3-15-2019
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STORM DRAIN
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SYSTEM B
SHEET: C594

NN
IN IN, IN,
NN IN, IN
N, N X
IN,
NN
IN, IN IN
'NN NN NN
Pipe Flow, I IN.
IN, L = 300'
15" RCP
IN,
NN
IN. '104o IN'
IN, 1 11 1
IN I
Pipe Flow\ Shallow Concentrated Flow I,N/
S = 0.50%
is" RCP Paved
NN` NN
N, NI
IN -
I
NI
IN N,
NI
IN,
TRIBUTARY TO STRUCTURE Al:
71\ Area: 361,268 sf (8.294 ac ---------�Sheet Flow
'
"IN Impervious: 145,839 sf (3.348 ac) W L = 45 Open: 178,568 sf (4.100 ac) _W__W__ S = 2.0%
Woods: 36,861 sf (0.8416 AC) _W_ n = 0.015
011
\ f
IN,
NIN
V "N
Channel Flow
] I
S = 3.4%
Area = 1.75 sf
NN
WP = 6.10' 1 1 "1 - v" - .1- 'N I \ I I\ \ \ \ \-- � \ \ 1�I I \, , r__1 __ / / / /
n 0.25 1 A3
I Total Area: 9030 sf (0.207 ac)
_Jmperv. Area: 5684 sf (0.130 ac)
0H 0.73 El
N\
tc = 5.0 min
MO
N
% A
Ll
> IN
IN
Al -OTC
0 -A5
0 Total Area: 1736 sf (0.040 ac)
CIO Imperv. Area: 1422 sf (0.033 ac)
I l \ aoga 0
C 0.86
tc = 5.0 min
ig
A2jB IN, IN,
A4413
ON,
NN IN
N, NN
IN
A5-CB
> NN,
1`N 7 189A6413
MsI -A 12
33
D -N/
10 6003 sf (0.138 ac)
IN z 'Total Area: N
cc- 0 10.-- Imperv. Area: 4178 sf (0.096 ac)
N­
SE DRAINAGE ARE MAP - ONSITE IN'
-I Oct C 0.77 NN
FOR ONSITE DRAINAGE AREAS NM
tc 5.0 min
'1% IN,
. . I . . ........
7 5 n4
Al2-CB..
All-.11B IA9
el
el 10
'I'l '-,Total Area: 4150 sf (0.095 ac)
Aj q-Fy-rB -Imperv. Area: 1684 sf (0.039 ac)
Nk,
A7-CS
--C O0.58
6 6 "N 1-1 1 IN NN
NN, tc 5.0 min
I- __ IN, I ", � N`,, '111� 1, -1,
NN, Pccr 1 1, 1,11 .......... ........
NN 01
`N, IN IN, IN IN, - IN`
Total Area: 68,716 sf (1.578 ac) IN` IN,
N-1 N,
Imperv. Area: 7,375 sf (0.169 ac) NN N`N
IN, ___C 0.37 IN, IN, N A10-OTC A9-CB
tc 5.0 MIN
N,
N, "CeIB2
IN, IN, AB-FES
- - - ------ N,I NN
NIN,
- IN
IN, N, IN
N\
•
A8 N, IN
Total Area: 49,555 sf (1.138 ac)�NN IN
IN, - -..,-Imperv. Area: 7,528 sf (0.173 ac)
C = 0.40 O i .... . .... .
N-❑ tc 5.0 MIN
IN, % NN IN,
/N IN. IN
N-
IN-
I�
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N,N 'N, -NNN,
N `N11I
N
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MEN
=ME
=mom
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4
N
I
LOCATION MAP
SCALE = 1"=1000'
TR55 Tc Worksheet
Hydraflow Express by Intelisolve
Rational
Offsite Structure Al
Description
A
B
C Totals
Sheet Flow
Manning's n-value
= 0.015
0.011
0.011
Flow length (ft)
= 45.0
0.0
0.0
Two-year 24-hr precip. ((in))
= 3.12
0.00
0.00
Land slope (%)
= 1.00
0.00
0.00
Travel Time (min)
= 1.10 +
0.00 +
0.00 = 1.10
Shallow Concentrated Flow
Flow length (ft)
= 200.00
0.00
0.00
Watercourse slope (%)
= 0.50
0.00
0.00
Surface description
= Paved
Paved
Paved
Average velocity (ft/s)
= 1.44
0.00
0.00
Travel Time (min)
= 2.32 +
0.00 +
0.00 = 2.32
Channel Flow
X sectional flow area ((sqft))
= 1.23
1.77
1.75
Wetted perimeter ((ft))
= 3.93
4.71
6.10
Channel slope (%)
= 1.00
1.00
3.40
Manning's n-value
= 0.013
0.013
0.250
Velocity (ft/s)
= 5.26
5.95
0.48
Flow length (ft)
= 200.0
140.0
293.0
Travel Time (min) = 0.6333489.00 0.39220740.0010.258080--.00 11.28
Total Travel Time, Tc .............................................................................. 15.00 min
GRAPHIC SCALE
60 0 30 60 120
IN FEET
I inch = 60 ft.
I I I I Id 0 1 ILI I L
3 Days Before Digging
North Carolina 811
811 or 1-800-632-4949
Remote Ticket Entry
http://nc811.org/remoteticketentry.htm
SITE
ly M-F
iIIIIIIWI,
STIPULATION FOR REUSE
THIS DRAWING WAS PREPARED FOR USE
ON A SPECIFIC SITE, SHARONIBROOK
TOWNHOMES, SHARONBROOK DRIVE
CHARLOTTE, NC CONTEMPORANEOUSLY
WITH ITS ISSUE DATE ON 8/12/19. AND
IT IS NOT SUITABLE FOR USE ON A
DIFFERENT PROJECT SITE OR AT A LATER
TIME. USE OF THIS DRAWING FOR
REFERENCE OR EXAMPLE ON ANOTHER
PROJECT REQUIRES THE SERVICES OF
PROPERLY LICENSED ARCHITECTS AND
ENGINEERS. REPRODUCTION OF THIS
DRAWING FOR REUSE ON ANOTHER
PROJECT IS NOT AUTHORIZED AND MAY
BE CONTRARY TO THE LAW.
OVA
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MODIFICATION LOG
---- ---- ----
---- ---- ----
---- ---- ----
---- i ---- ----
JOB NUMBER: C180060
CHECKED BY: BMF
DRAWN BY: CDA
DATE: 3-15-2019
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OFFSITE
SHEET: C5.5

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= 13 C=0.84 I 0.11Ac I 618
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... i "• ,M
a m Q
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MD
IN
66-YD e
I r
B10 .
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fC.11Ac �� C=0.76
Tc-5.0MIN. C=0.63 i w....... ---- ...
Tc = 5.0 MIN. B14 . I Tc = 5.0 MIN. \ I I • v.M
B10-YD 0.13Ac --
C = 0.82 1
Tc = 5.0 MIN. a B16-HW I _
I I 15-CB 1 1 a" IQZQ IX
131 -CB
HIE 36 RCP
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GRAPHIC SCALE
20 0 10 20 40
( IN FEET )
1 inch = 20 ft.
N
LOCATION MAP
SCALE = 1"=1000'
I I d I I ILI
* * * 3 Days Before Digging
North Carolina 811
811 or1-800-632-4949
Remote Ticket Entry
http://nc8l l.org/remoteticketentry.htm
SITE \;
STIPULATION FOR REUSE
THIS DRAWING WAS PREPARED FOR USE
ON A SPECIFIC SITE, SHARONBROOK
TOWNHOMES, SHARONBROOK DRIVE
CHARLOTTE, NC CONTEMPORANEOUSLY
WITH ITS ISSUE DATE ON 8/12/19. AND
IT IS NOT SUITABLE FOR USE ON A
DIFFERENT PROJECT SITE OR AT A LATER
TIME. USE OF THIS DRAWING FOR
REFERENCE OR EXAMPLE ON ANOTHER
PROJECT REQUIRES THE SERVICES OF
PROPERLY LICENSED ARCHITECTS AND
ENGINEERS. REPRODUCTION OF THIS
DRAWING FOR REUSE ON ANOTHER
PROJECT IS NOT AUTHORIZED AND MAY
BE CONTRARY TO THE LAW.
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MODIFICATION LOG
JOB NUMBER: C180060
CHECKED BY: BMF
DRAWN BY: CDA
DATE: 3-15-2019
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S = 2.5%,I'll I,,
Area =1.75 sf NN, N11 , �\
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­ NI
NN
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IN, NN
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\ /
OVERALL CN V
CN PER O
Pre -development * • Good
Pre -development CN values TR-55 Table 2-2c - Brush-brus h-weed-grass mixture I Fa i
Pre Development s
COVERAGE Af CN VALUES
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SCALE = 1"=1000'
Hydraflow Express by Intelisolve
Description
A
B
C Totals
Sheet Flow
Manning's n-value
= 0.011
0.011
0.011
Flow length (ft)
= 0.0
0.0
0.0
Two-year 24-hr precip. ((in))
= 0.00
0.00
0.00
Land slope (%)
= 0.00
0.00
0.00
Travel Time (min)
= 0.00
+ 0.00 +
0.00 = 0.00
Shallow Concentrated Flow
Flow length (ft)
= 0.00
0.00
0.00
Watercourse slope (%)
= 0.00
0.00
0.00
Surface description
= Paved
Paved
Paved
Average velocity (ft/s)
= 0.00
0.00
0.00
Travel Time (min)
= 0.00
+ 0.00 +
0.00 = 0.00
Channel Flow
X sectional flow area ((sqft))
= 1.70
1.70
0.00
Wetted perimeter ((ft))
= 6.10
6.10
0.00
Channel slope (%)
= 2.50
4.80
0.00
Manning's n-value
= 0.250
0.040
0.015
Velocity (ft/s)
= 0.40
3.47
0.00
Flow length (ft)
= 335.0
64.0
0.0
Travel Time (min) = 13.94 + 0.30 + 0.00
Total Travel Time, Tc..............................................................................
GRAPHIC SCALE
30 0 15 30 60
( IN FEET )
1 inch = 30 ft.
= 14.24
14.2 min
* * * 3 Days Before Digging
North Carolina 811
811 or1-800-632-4949
Remote Ticket Entry
http://nc811.org/remoteticketentry.htm
STIPULATION FOR REUSE
THIS DRAWING WAS PREPARED FOR USE
ON A SPECIFIC SITE, SHARONBROOK
TOWNHOMES, SHARONBROOK DRIVE
CHARLOTTE, NC CONTEMPORANEOUSLY
WITH ITS ISSUE DATE ON 8/12/19. AND
IT IS NOT SUITABLE FOR USE ON A
DIFFERENT PROJECT SITE OR AT A LATER
TIME. USE OF THIS DRAWING FOR
REFERENCE OR EXAMPLE ON ANOTHER
PROJECT REQUIRES THE SERVICES OF
PROPERLY LICENSED ARCHITECTS AND
ENGINEERS. REPRODUCTION OF THIS
DRAWING FOR REUSE ON ANOTHER
PROJECT IS NOT AUTHORIZED AND MAY
BE CONTRARY TO THE LAW.
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MODIFICATION LOG
JOB NUMBER: C180060
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DATE: 3-15-2019
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OVERALL
CN VALUES
SOILS
CN PER COVER TYPE
% AREA
GROUP
IMPERVIOUS
OPEN*
WOODS**
B
98
61
55
100.0%
C
98
74
70
0.0%
D
98
80
77
0.0%
* Post -development CN va lues TR-55 Ta ble 2-2a: Open Space /Good Condition
** Post -development CN va lues TR-55 Ta ble 2-2a: Woods /Good Condition
Post Development Detained CN
COVERAGE AND CN VALUES
LAND
USE
AREA
(ac)
GROUP
CN
AREA x CN
B
(ac/CN)
C
(ac/CN)
D
(ac/CN)
I MP ERV.
0.842
0.84
0.00
0.00
98
82.52
98
98
98
OPEN
0.552
0.55
0.00
0.00
61
33.67
61
74
80
WOODS
0
0.00
0.00
0.00
0
0.00
55
70
77
TOTAL
1.393
1
83
116.19
OVERALL
VALUES
9 P
CN • COVER
IMPERVIOUS
•;
100 la
0.0%
'
0.0%
•_ _Spacepen
Post -development CNvalues TR-55 Table 2-2aWoods /Good Condition
Post Develooment Undetained CN
COVERAGEAND CIN VALUES
# •
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GRAPHIC SCALE
20 0 10 20 40
( IN FEET )
1 inch = 20 ft.
* * * 3 Days Before Digging
North Carolina 811
811 or1-800-632-4949
Remote Ticket Entry
http://nc8l l.org/remoteticketentry.htm
SITE \;
STIPULATION FOR REUSE
THIS DRAWING WAS PREPARED FOR USE
ON A SPECIFIC SITE, SHARONBROOK
TOWNHOMES, SHARONBROOK DRIVE
CHARLOTTE, NC CONTEMPORANEOUSLY
WITH ITS ISSUE DATE ON 8/12/19. AND
IT IS NOT SUITABLE FOR USE ON A
DIFFERENT PROJECT SITE OR AT A LATER
TIME. USE OF THIS DRAWING FOR
REFERENCE OR EXAMPLE ON ANOTHER
PROJECT REQUIRES THE SERVICES OF
PROPERLY LICENSED ARCHITECTS AND
ENGINEERS. REPRODUCTION OF THIS
DRAWING FOR REUSE ON ANOTHER
PROJECT IS NOT AUTHORIZED AND MAY
BE CONTRARY TO THE LAW.
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MODIFICATION LOG
JOB NUMBER: C180060
CHECKED BY: BMF
DRAWN BY: CDA
DATE: 3-15-2019
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SHEET: C598

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PCCE - - PCCE - - PCCE - -
PCCE - - PCCE - -
PCCE - - PCCE - -
Ayana Drive PCCE - -PCLu
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I THE UNDERDRAIN SYSTEM
SHALL BE EQUIPPED WITH 6" POST CONSTRUCTION
MIN. PERFORATED SCHEDULE CONTROLS EASEMENT (TY�.)
40, OR STRONGER, PVC PIPE
OR DOUBLE WALE HDPE PIPE. +
PERFORATIONS(SHALL BE PER
AASHTO M2 FOR PVC PIPE,\
AASHTO 252 FOR DOUBLE +
WALL H E PIPE, OR BE 3/8"
DIVA ETER SPACED 3" ON 1
{ CENTER ALONG 4 + lam\
RIPRAP BERM SEPARATING$` LO GITUDINAL ROWS THAT PROPOSED SAND FILTER
SEDIMENTATION CHAMBER A E SPACED 900 APART. THE / AREA = 294 SF
FROM SAND FILTER PIPES SHALL HAVE A TOP ELEV. 606.00 +
W. MINIMUM SLOPE OF 0 5%
N ° +aa
N d- _
11
36" RCP
PCCE /
61
EA MENT (TY
N "
C
TOP ELEV. 07.74 11 DEPTH = 2.5 co
AND OF MAXIMUM0 FEET ON CENTER � /DIMENSIONS:14' X 21' +
a
+ + +� + °`+ + I+ �°
°
20 SD
60650 BW \ � _ 1 � ° a + m
616.82TW �� 616.63TW�-� I
6 7.74 BW 1 606.14 BW �d dJ L615.50 TW
5 \ 607.62 BW
611.00TW�R�
w 606.50 BW q[N[NG
a
� ByOTy�RINq[[
/ PROPOSED
N1. SEDIMENTATION CHAMBER
AREA = 756 SF c
BOTTOM ELEV. 606.30 0
POND NO.1 CONSTRUCTION SEQUENCE
1. POND NO. 1 WILL BE USED AS A EROSION CONTROL SEDIMENT BASIN DURING THE CONSTRUCTION PHASE
OF THE PROJECT. PRIOR TO ACCEPTANCE OF THE SAND FILTER FOR OPERATION THE FOLLOWING ITEMS
MUST BE COMPLETED:
A. THE POND MUST BE CLEANED OF ALL SEDIMENTS ACCUMULATED DURING CONSTRUCTION.
B. THE CONTROL STUCTURE SHALL BE INSTALLED PER THE DESIGN.
C. ALL VEGATATIVE PLANTINGS SHALL BE ESTABLISHED.
MAINTENANCE SCHEDULE
1. AFTER EVERY SIGNIFICANT RUNOFF PRODUCING RAINFALL EVENT AND AT LEAST MONTHLY:
A. INSPECT THE WET DETENTION BASIN SYSTEM FOR SEDIMENT ACCUMULATION, EROSION,
TRASH ACCUMULATION, VEGETATED COVER, AND GENERAL CONDITION.
B. CHECK AND CLEAR THE ORIFICE OF ANY OBSTRUCTIONS SUCH THAT THE DRAWDOWN OF
THE TEMPORARY POOL OCCURS WITHIN 2 TO 5 DAYS AS DESIGNED.
2. REPAIR ERODED AREAS IMMEDIATELY. RE -SEED THE EMBANKMENT AS NECESSARY TO MAINTAIN GOOD
VEGETATIVE COVER. MOW VEGETATIVE COVER ON EMBANKMENT TO MAINTAIN MAXIMUM HEIGHT
OF SIX INCHES, REMOVE TRASH AS NEEDED.
3. INSPECT AND REPAIR THE COLLECTION SYSTEM (i.e. CATCH BASINS, PIPING, SWALES, RIPRAP, ETC.)
QUARTERLY TO MAINTAIN PROPER FUNCTIONING.
4. REMOVE WOODY VEGETATION NOT PART OF THE APPROVED PLAN ALONG THE DAM EMBANKMENT.
5. INSPECT FOR CLOGGING - RAKE DEBRIS SCREEN AND FIRST INCH OF SAND.
6. REMOVE SEDIMENT FROM FOREBAY/CHAMBER WHEN MORE THAN 1 FOOT OF STORAGE IS LOST.
7. SEDIMENT, TOPSOIL, AND 3 INCHES OF FILTER MATERIAL MUST BE REMOVED AFTER THE ALLOWABLE
DRAWDOWN TIME IS EXCEEDED BY 25 PERCENT.
8. ENTIRE FILTER MATERIAL AND UNDERDRAIN SYSTEM MUST BE REPLACED IF REMOVAL OF 3 INCHES OF
MEDIA DOES NOT RESTORE FILTRATION RATE.
9. PERFORM ANNUAL INSPECTION OF THE SAND FILTER (ANNUAL INSPECTION REPORTS TO BE KEPT BY
THE OWNER). PRIOR TO INSPECTION NOTIFICATION MUST BE GIVEN TO STORM WATER SERVICES.
BMP NOTE:
DRAINAGE AREA MUST BE STABILIZED BEFORE
FILTRATION CONTROLS AND FILTER MEDIA ARE
INSTALLED.
;�
625
620
615
610
605
600
595
RIPRAP
APRON
} + '• 4 ..W •f wry: ••i•'.`
(
611.00 TW \
606.24 BW
CAPPED CLEANOUT PIPE (TYP.) c
MIN. 8" ABOVE TOP OF SAND
WITH REMOVABLE CAP 5'-4" X 5'-4" LONTROI
STRUCTURE AND
\ EMERGENCY OVERFLOW 606.07 Bw
I SEE DETAIL THIS SHEET 611.00TW "---
606.00 BW
61p
� I
I \
� � I
I611.00 TW
611.00 BW
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611.00 TW
611.00 BW
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GRAPHIC SCALE
Ln j I QD 10 0 5 10 20
a ( IN FEET)
m i t I inch = to ft.
41
a I STRUCTURE TOP
ELEV. 609.40
`� I I I �, ss
ss "\ 1.3" ORIFICE BLEEDER WITH CITY OF
° I I 610 CHARLOTTE APPROVED TRASH RACK
° �� i INV. = 608.00 ORIFICE
Charlatio-Meekk,6m g
STORM
WATER
Services«
BMP Inset Table
Sand Filter
Project Name:
SHARONBROOK TOWNHOMES
Sequence ID:
1
Drainage Area (acres):
1.393
Land Use/Development Type:
Multi -Family Residential Light
Percent Built -Upon Area:
60.7%
Sediment Chamber Length (ft.):
42
Sediment Chamber Width (ft.):
18
Sediment Chamber Height (ft.)-
1.5
Sand Filter Type:
Surface
Media Depth (ft.)-
2.5
Flow Diverter Present (Y/N):
N
Regulated By:
Post Construction and Watershed
Treatment Effectiveness:
Optimal
NC State Plane (eastin ):
1,438,977.52
NC State Plane Y (northing):
502,408.28
605� i o GROUND ELEV. AT
CONTROL STRUCTURE
I of I ELEV.606.00
TOP OF FILTER
o
'a o o ELEV.606.00
d
4 w
oEoEo d.
a } FLOW-
. @ o d .
Al2-CB
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DOUBLE WALL HDPE PIPE, OR BE 3/8" DIAMETER SPACED 3" ON CENTER ALONG
ON UNDERDRAIN PIPES) 4 LONGITUDINAL ROWS THAT ARE SPACED 90• APART. THE PIPES SHALL HAVE A
MINIMUM SLOPE OF 0.5% AND A MAXIMUM SPACING OF 30 FEET ON CENTER
SAND FILTER CROSS SECTION
SCALE: 1" = 10'
40
625
620
615
610
605
600
595
PROVIDE A 6" LIP AT
THE BOTTOM SLAB
1.3" ORIFICE BLEEDER WITH CITY OF
CHARLOTTE APPROVED TRASH RACK
INV. = 608.00 ORIFICE
24 O-RING HDPE
' INV = 602.70
INSTALL METAL TRASH RACK WITH
HINGES FOR MAINTENANCE ACCESS.
RACK TO HAVE 4" OPENINGS BETWEEN
BARS (RUST RESISTANT MATERIALS)
5'-4" X 5'-4" PRECAST
CONCRETE RISER
STRUCTURE PER
d. NCDOT STD. 840.31
d
a
a
6" PVC UNDER
DRAIN PIPE
INV = 603.50
24" O-RING FLOW--
HDPE a@ 0.5%
INV = 602.70�
d d
O C
A
SIDE VIEW
STRUCTURE TOP
ELEV. 609.40
a.
a STEPS PER NCDOT
STD. 840.66
6" PVC UNDER -
DRAIN PIPE
a INV = 603.50
d O
d / \
/ d
°
d
d dd .Q
d
FRONT VIEW
CONTROL STRUCTURE DETAIL
NOT TO SCALE.
I
* * * 3 Days Before Digging
North Carolina 811
811 or1-800-632-4949
Remote Ticket Entry
http://nc8l l.org/remoteticketentry.htm
STIPULATION FOR REUSE
THIS DRAWING WAS PREPARED FOR USE
ON A SPECIFIC SITE, SHARONBROOK
TOWNHOMES, SHARONBROOK DRIVE
CHARLOTTE, NC CONTEMPORANEOUSLY
WITH ITS ISSUE DATE ON 8/12/19. AND
IT IS NOT SUITABLE FOR USE ON A
DIFFERENT PROJECT SITE OR AT A LATER
TIME. USE OF THIS DRAWING FOR
REFERENCE OR EXAMPLE ON ANOTHER
PROJECT REQUIRES THE SERVICES OF
PROPERLY LICENSED ARCHITECTS AND
ENGINEERS. REPRODUCTION OF THIS
DRAWING FOR REUSE ON ANOTHER
PROJECT IS NOT AUTHORIZED AND MAY
BE CONTRARY TO THE LAW.
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MODIFICATION LOG
JOB NUMBER: C180060
CHECKED BY: BMF
DRAWN BY: CDA
DATE: 3-15-2019
1,88£-0 # N&A
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QUALITY BMP
PLAN
SHEET: C599

UNDERDRAIN
NOTES.
COLLECTION
POST -CONSTRUCTION
1. ALL SAND FILTERS SHALL HAVE A
SYSTEM
CONTROLS
MINIMUM 20 FOOT ACCESS EASEMENT
EASEMENT
CONNECTING TO A DEDICATED PUBUC
CLEANOUT
(PCCE)
PCCE
RIGHT OF WAY. ACCESS ROAD SHALL
RIP -RAP
PCCE - - -
- PCCE-
- - - - -
-
HAVE MIN. 12' STABILIZED WIDTH, MAX.
APRON
LONG. GRADE OF 15x, MAX.
I
I
CROSS -SLOPE 5X. IN ADDITION, A
10-FOOT WIDE PERMANENT
MAINTENANCE ACCESS EASEMENT MUST _
-SDE- - -
-
BE PROVIDED AROUND THE PERIMETER
OF ALL BMPS TO ALLOW FOR
ADEQUATE MAINTENANCE AND REPAIR.
2. ALL DRAINAGE AREAS TO A SAND
PRETREATMENT
FILTER FACILITY ARE TO BE
SEDIMENTATION
O
STABILIZED PRIOR TO INSTALLATION OF
SAND.
CHAMBER
�W
(FOREBAY)
OUT LF
I
3. CLEAN OUTS IN THE UNDERDRAIN
SYSTEM ARE TO BE PROVIDED EVERY
............................................
I
50' MINIMUM. CLEAN OUTS SHALL
- -
-
HAVE WATER TIGHT, VANDAL PROOF
SDE
CAPS AND EXTEND 6" ABOVE THE
I
I
SURFACE.
I
I
4. DEMONSTRATION OF APPROPRIATE
------------------------------
PCCE
- - - - - --
- - - - - j
AFETHRGHAC FACTORSAGAINST
SAFETY
AND PCCE
OVERFLOW
ANALYSE BY
A LICENSED PROFESSIONAL ENGINEER
FILTER
SPILLWAY
SHALL BE REQUIRED FOR EMBANKMENT
BED
AS NEEDED
SLOPES STEEPER THAN 3:1.
5. WATER -TIGHT SEAL MUST BE PROVIDED
BETWEEN ALL RISER AND PIPE JOINT
PLAN VIEW
CONNECTIONS.
ALL
SEE INSET
EMBANKMENT
PERFORATED
FOR OPTION
SLOPES
INSET
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
LUUMTE. INCLUDES CHARLOTTE ETJ
PLAN
r
6"
� I
J
SECTION X-X
SECTION Y-Y
\L MANHOLE
PROFILE VIEW
SURFACE SAND FILTER
E
C
L
LL
amp \` ,
ac J7�--� �IZ
).54 m C
FOR MANHOLE COVER & FRAME 04 BARS "A"
OPTIONAL SPACED 6"
C. TO C.
•BRICK MAY BE USED
TO ADJUST FRAME &
COVER TO SURFACE
ELEVATION MAX. 1'
E OR F"
SECTION
C-C OR D-D
SYSTEM v '
OVERFLOW
SPILLWAY
AS NEEDED
OUT LF OW
SPECIFY
SEEPAGE
CONTROL
MEASURES
NOT TO SCALE
21.2411
GENERAL NOTES:
CHAMFER ALL EXPOSED CORNERS 1".
USE CLASS "B" CONCRETE THROUGHOUT.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR
#4 BAR DOWELS AT 12" CENTERS AS DIRECTED BY THE ENGINEER.
USE FORMS TO CONSTRUCT THE BOTTOM SLAB.
IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX,
ADD TO BASE AS SHOWN ON STANDARD NO. 840.00.
PROVIDE ALL JUNCTION BOXES OVER 3'-6" IN DEPTH WITH STEPS
12" ON CENTERS IN ACCORDANCE WITH STD. NO. 840.66.
ADJUST THE STEEL, CONCRETE AND BRICK MASONRY QUANTITIES
TO INCLUDE THE ADDITION OF THE MANHOLE (I.E. DIAGONAL BARS
SHORTENED AROUND OPENING IN TOP SLAB, ADDITIONAL VARIABLE
HEIGHT BRICK MASONRY, OPENING IN TOP SLAB.)
MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO TOP
ELEVATION IS 12 FEET.
T #4 BAR
'I}
6"T'1
DOWEL
DIMENSIONS AND QUANTITIES FOR CONCRETE JUNCTION BOXES
DIMENSIONS OF BOX AND PIPE
REINFORCEMENT
BARS "A"
TOP SLAB
DIMENSIONS
CUBIC YARDS
IN BOX
TOTAL QUANTITIES
BOX AND SLABS
DEDUCTIONS FOR ONE
PIPE CU.YDS.
PIPE
SPAN
WIDTH
HEIGHT
D
A
B
H
N0.
LENGTH
E
F
TOP
SLAB
BOTTOM
SLAB
WALL(
FT. OF HT.
LBS.
REINF
CU. YDS.
MIN. "H"
C.S.
R.C.
12"
2'-0"
2'-0"
2'-3"
12
2'-9"
3'-0"
3'-0
0.167
0.167
0.185
22
0.750
0.015
0.024
15"
2'-3"
2'-3"
2'-6"
12
3'-0"
3'-3"
3'-3"
0.196
0.196
0.204
24
0.902
0.023
0.036
16"
2'-6"
2'-6"
2'-9"
14
3'-3"
3'-6"
3'-6"
0.227
0.227
0.222
30
1.065
0.033
0.049
24"
3'-0"
3'-0"
3'-3"
16
3'-9"
4'-0"
4'-0"
0.296
0.296
0.259
40
1.434
0.059
0.085
30"
3'-6"
3'-6"
3'-9"
18
4'-3"
4'-6"
4'-6"
0.375
0.375
0.296
51
1.860
0.092
0.127
36"
4'-0"
4'-0"
4'-3"
20
4'-9"
5'-0"
5'-0"
0.463
0.463
0.333
64
2.341
0.132
0.178
42"
4'-6"
4'-6"
4'-9"
22
5'-3"
5'-6"
5'-6"
0.560
0.560
0.370
77
2.878
0.180
0.243
48"
5'-4"
5'-4"
5'-3"
26
6'-3"
6'-4"
6'-4"
0.743
0.743
0.407
111
3.623
0.235
0.317
54"
W-10"
W-10"
5'-9"
28
W-7"
W-10"
W-10"
0.865
0.865
0.444
126
4.283
0.297
0.401
60"
6'-6"
6'-6"
6'-3"
30
7'-3"
7'-6"
7'-6"
1.042
1.042
0.4811
145
5.090
0.367
0.495
66"
7'-1"
7'-1"
6'-9"
32
7'-10"
8'-1"
8'-1"
1.210
1.210
0.518
169
5,917
0.444
0.589
THE TOP OF THE SAND FILTER MEDIA
MUST BE PROTECTED.
USE WASHED BERMUDA SOD, OR A
FILTER FABRIC WITH A LAYER OF
WASHED #2 STONE ON TOP.
2.5'
CLEANED WASHED
"CONCRETE"
SAND
NOTES:
1. "CONCRETE" SAND REFERS TO SAND THAT
IS COMMONLY USED IN CONCRETE MIXES.
2. ALL DRAINAGE AREAS TO A SAND FILTER
FACILITY ARE TO BE STABILIZED PRIOR
TO INSTALLATION OF SAND.
3. UNDERDRAIN PIPES SHOULD BE MIN. 6"
PERFORATED SCHEDULE 40 PVC (PER
AASHTO M278) OR DOUBLE WALL HOPE
(PER AASHTO M252). PERFORATIONS
SHOULD BE %" SPACED 3" ON CENTER
ALONG 4 LONGITUDINAL ROWS SPACED
90' APART.
• CITY OF CHARLOTTE
M LAND DEVELOPMENT STANDARDS
CHAR MTF.- INCLUDES CHARLOTTE EPJ
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PIPE/GRAVEL
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SURFACE SAND FILTER SECTION
21.25
NOTES:
INSTALL ALL STEPS PROTRUDING 4" FROM INSIDE FACE OF STRUCTURE WALL.
STEPS DIFFERING IN DIMENSIONS, CONFIGURATION, OR MATERIALS FROM THOSE SHOWN MAY ALSO BE USED PROVIDED THE CONTRACTOR HAS FURNISHED
THE ENGINEER WITH DETAILS OF THE PROPOSED STEPS AND HAS RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE OF SUCH STEPS.
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SIDE
ELEVATION
CAST IRON
77
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#8 BAR
GALV'D .
SIDE
ELEVATION
P777� -1
REINFORCING STEEL
NOTE:
12" DO NOT USE IN
SANITARY SEWER MANHOLES.
SECTION A -A ELEVATION
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* * * 3 Days Before Digging
North Carolina 811
811 or1-800-632-4949
Remote Ticket Entry
http://nc811.org/remoteticketentry.htm
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STIPULATION FOR REUSE
THIS DRAWING WAS PREPARED FOR USE
ON A SPECIFIC SITE, SHARONBROOK
TOWNHOMES, SHARONBROOK DRIVE
CHARLOTTE, NC CONTEMPORANEOUSLY
WITH ITS ISSUE DATE ON 8/12/19. AND
IT IS NOT SUITABLE FOR USE ON A
DIFFERENT PROJECT SITE OR AT A LATER
TIME. USE OF THIS DRAWING FOR
REFERENCE OR EXAMPLE ON ANOTHER
PROJECT REQUIRES THE SERVICES OF
PROPERLY LICENSED ARCHITECTS AND
ENGINEERS. REPRODUCTION OF THIS
DRAWING FOR REUSE ON ANOTHER
PROJECT IS NOT AUTHORIZED AND MAY
BE CONTRARY TO THE LAW.
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MODIFICATION LOG
JOB NUMBER: C180060
CHECKED BY: BMF
DRAWN BY: CDA
DATE: 3-15-2019
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PROP. POWER a� /
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UTILITY NOTES
1. BEFORE YOU DIG, STOP. CALL THE NC ONE -CALL CENTER AT 1-800-632-4949. IT'S THE LAW.
EXISTING UTILITIES ARE SHOWN FROM THE BEST AVAILABLE INFORMATION AND ARE APPROXIMATE. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO VERIFY THESE AND OTHER UTILITIES BEFORE STARTING CONSTRUCTION. NOTIFY UTILITY LOCATING COMPANY
-- (ONE CALL @ 1-800-632-4949) OR INDIVIDUAL UTILITY OWNERS FOR UNDERGROUND LOCATIONS AT LEAST 48 HOURS IN ADVANCE.
2. THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED BYPASS PIPING, HYDRANTS, FIRE DEPT. CONNECTION POINTS, OR OTHER
WATER -USING APPURTENANCES CONNECTED TO THE SUPPLY LINE BETWEEN ANY WATER METER AND BACKFLOW PREVENTER.
3. ANY UTILITY CONSTRUCTION SHALL CONFORM TO CHARLOTTE WATER SPECIFICATIONS.
4. CONTACT THE UTILITY COMPANY TO RELOCATE ANY EXISTING LIGHT AND/OR UTILITY POLES. ALL EXISTING FACILITIES WHICH
CONFLICT WITH THE IMPROVEMENTS UNDER THE SCOPE OF THIS PROJECT MUST BE RELOCATED AT THE EXPENSE OF THE APPLICANT.
5. EACH CMUD-REQUIRED BACKFLOW PREVENTER IS REQUIRED TO BE TESTED BY A CHARLOTTE WATER -APPROVED CERTIFIED TESTER
PRIOR TO PLACING THE WATER SYSTEM IN SERVICE.
6. DRAIN PORT REQUIREMENTS:
MINIMUM ELEVATION DIFFERENCE OF 6" MUST BE MAINTAINED BETWEEN THE RP'S DISCHARGE OUTLET AND THE TOP OF ALL DRAIN
PORTS. DRAIN PORT FOR 1-1/2" ABOVE GROUND RP ENCLOSURE MAY BE RECTANGULAR OR CIRCULAR. RECTANGULAR DRAIN PORT
SHALL BE 3"H X 6-1/2"W MINIMUM. CIRCULAR DRAIN PORT SHALL BE TWO (2) 4" DIAMETER OPENINGS. WHEN NECESSARY TO
INSTALL 2 OR MORE DRAIN PORTS, THEY SHOULD BE INSTALLED TOGETHER ON THE SAME SIDE OF THE ENCLOSURE SO AS TO AVOID
CREATING THE OPPORTUNITY FOR CROSS DRAFTS.
7. NO PERMANENT INSULATION MAY BE INSTALLED ON THE BP ASSEMBLY. CHARLOTTE WATER RECOMMENDS THAT HEAT BE
PROVIDED FOR ALL ABOVE -GROUND DOMESTIC AND COMBINATION SERVICE BP ENCLOSURES TO PREVENT FREEZE DAMAGE.
ENCLOSURES FOR ABOVE -GROUND BP INSTALLATIONS SERVING A FIRE PROTECTION SYSTEM ARE REQUIRED BY THE FIRE DEPT. TO BE
HEATED (MAINTAIN A MIN. OF 40 DEGREES FAHRENHEIT).
/ = 5 E _ DOMESTIC - 2" (REDUCED PRESSURE PRINCIPLE) BACKFLOW
/ —333d—333d-7-5- IF- 9!'3I5M-.?d 3 S3041'2511W / PRENVETION ASSEMBLY INSTALLED ABOVE -GROUND WITHIN
/ I (PRIV '" - / %/ INSULATED ENCLOSURE PER CHARLOTTE WATER REQUIREMENTS
/ PRIVATE / ENCLOSURE TO INCLUDE DRAIN PORT(S) FOR DISCHARGE PER
PROP, MH S6 36' HDPE
—STA: 0+75—PccE —�— ` c. E oo� — �_ CHARLOTTE WATER REQUIREMENTS (SEE DETAIL SHEET C6.1)
WPCCE — — PCCE — — PCCE PROP. MH S5 c _ v ! 49 FROM BACK OF CURB
a STA: 3+65.63 = /� IRRIGATION - 3/4" (REDUCED PRESSURE PRINCIPLE) BACKFLOW
16
/ 1p I av PREVENTION ASSEMBLY INSTALLED ABOVE -GROUND WITHIN
7 5 3/4" WATER i o INSULATED ENCLOSURE PER CHARLOTTE WATER REQUIREMENTS
SERVICE (TYP.) / ENCLOSURE TO INCLUDE DRAIN PORT(S) FOR DISCHARGE WATER
/ I 2" PVC WATE PER CHARLOTTE WATER REQUIREMENTS (SEE DETAIL SHEET C6.1)
/ly
mI "' MAIN (PRIVA E / 49' FROM BACK OF CURB
/ 4 I 17 /
"Q N W j I
EWER SERVICE / 3/4" IRRIGATION
i / SERVICE (PRIVATE)
/ LATERAL (TYP. - - o _ a 0 I 18 /
/ / 3 • j� ° I / / OP. 3/4" IRRIGATION
O0 - / i ETER 1' BEHIND SIDEWALK
CHARLOTTE REQUIREMENT
19 i -SEE DETAIL SHEET C6,3
/ 2 i 2" x 45° PR P. FIRE HYDRANT
/ I
BEND ,, S SHEET C6.7 FOR FIRE FLOW EX. 3/4 WATER METER
AD LOSS CALCULATIONS, RECONNECT TO PROP. "WM
PROP. MH S3 I I 51 ° REPAIR EX.
REPLACE EX. SIDEWALK g"X 45
AND CURB TO CITY OF BEND
I 2 x 4� � EX. 2" WATER METER REPAIR EX. CONC. CHARLOTTE STANDARDS
/ 1 STA:1+21.71 I BEN / ASPHALT
/ RECONNECT TO PRO . RIVEWAY DRIVEWAY
/ 4 (A EX. 3/4" TER METERS (TYP.
LU �3Jd _ RECONN CT TO PROP. 8" WM
T = PROP. MH S2 i QcQ/ / REMOVE EX. 2" M
18" HDPE N STA: 0+42.18 °PN S / L — E
R/W — — — R/W — — R — —
-- —$I W_ —
\ �— — ss ??ERR SHARONBROOK DRIVE
.� (60' Public R/W)
ss— (D.B. 2265, PG. 411)
ss_
S / — —ss ss—
CONC. SIDEWALK
\ \— R/W — — "— R/W — — �v-- R/W
8
o�-e� �T
OPEN CUT DIMENSIONS
30'LX10'WX6'D
LEGEND
E/P = EX/STING IRON PIN
SIP*
SET IRON P/N
OIP = OLD IRON PIPE
EIP�O
EX/STING IRON P/N
SIP = SET IRON PIN
PWR = POWER PAD
CP ®
CALCULATED POINT
PM = POWER METER
GM = GAS METER
GV ><
GAS VALVE
AC = AIR CONDITIONING
WV
WATER VALVE
TELE = TELEPHONE PEDESTAL
CATV = CABLE TELEVISION
MB o
MAIL BOX
WM = WATER METER
R/W = RIGHT OF WAY
WM ®
WATER METER
PP =POWER POLE
FH
FIRE HYDRANT
LP = LIGHT POLE
'S'Ya
CO = SEWER CLEAN OUT
SSMH O
SANITARY SEWER MANHOLE
YI = YARD INLET
SDMH
STORM DRAIN MANHOLE
FES = FLARED END SECTION
CB = CATCH BASIN
'&,
LOCATED TREE/SHRUB
SOE = STORM DRAINAGE EASEMENT
SSE = SANITARY SEWER EASEMENT
LP *
LIGHT POLE
SDMH = STORM DRAIN MANHOLE
TP
TELECOMMUNICATION BOX
SSMH = SANITARY SEWER MANHOLE
BC = BACK OF CURB
TP o
TELECOMMUNICATIONS PEDESTAL
OE = OVERHEAD ELECTRICITY
CP = COVERED PORCH
PP
POWER POLE
BFP o
BACK FLOW PREVENTOR
GW—)
GUY WIRE
CB j
CATCH BASIN
DI ❑
DROP INLET
x
x x
CHAIN LINK FENCE
— w —
— w — — w
UNDERGROUND WA TER
— U G E
— — U G E
UNDERGROUND ELECTRIC
— of —
— of — — of
OVERHEAD ELECTRIC
ss
ss
SANITARY SEWER PIPE
G
G
UNDERGROUND GAS
— UT —
— UT — — UT
UNDERGROUND TELECOMMUNICATIONS
STORM DRAIN PIPE
CATCH BASIN & PIPE
mmz=mm"==Mlmlm
STORM DRAIN MANHOLE & PIPE
PROPOSED CONCRETE PAVEMENT
PROPOSED WATER &
SEWER EASEMENT
... G— G— —G--
- EDGE OF
n
PROP. POWER
POLE LOCATION =
FOG OF
•N — ss— ss— C. ss O ss —
cON�
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0
c —R
— PROP. MH S1 — —
STA: 0+00.00 RE OCATE EX.
P WER POLE
211DOMESTIC SERVICE (PRIVATE)
2" POTABLE WATER METER BY
CHARLOTTE WATER REQUIREMENTS
(SEE DETAILS SHEET C6.2)
12 LF - 2" PVC WATER SERVICE
ASPHALT R/�N `2 �� CONC. ' CONC C AD1- r f,
tt O DRWY. .K ti DRWY. DR WY. F=f
t b 2n }}#���.'`„ t'* .ry�j,E __ e- {fit +. WE--OEOE
b ?x INC. E AL -- - s�, —$� 1 .: — _. _.—W--Wv—W
W w__w, W—_.W--W
v - - GJ^ — c W c We
°E PF —G REPAIR EX. ASPHALT REPAIR EX. h/
6" GATE VALVE DRIVEWAY & CONC. of " ASPHALT "
6" x 8" TEE I SIDEWALK DRIVEWAY /
g �� —n— ss— ss� ss — -ss s
_ — g— -0E- 7— — ASPHALT
-ss— s — —ss— —ss— —ss— s �z RwY
�0 DODO
PROP. 479 LF OF 811W
¢ 811 X 22.5
BEND
a
— — — R/W
5 R/W — — R/W — R/W _ ,
~ CONC.
i
cn _. DRWY...
cD S4 wy .. tD FAO -m its .:J FO t°a w po '1 {- L.... t'J 'vL — :'_ — _
OE AEo FO OE
E OE OE— OE DOE--OE--OEr--O--OwC--O ` ©L 04`R--OE-
Tw -- OE OE E c w w w w W e vd� tltl
W — _ Me!�
R/W—
_ — R/W — — — R/W — — R/W —
EX. SEWER LATERAL SERVICE. — — —`
R/W — — R — — EX. SEWER LATERAL SERVICE.
— R — — 12 LF - 3/4" PVC R 3 CONTRACTOR TO VERIFY LATERAL CONTRACTOR TO VERIFY LATERAL
IRRIGATION SERVICE o a x LOCATION AND DEPTH PRIOR TO LOCATION AND DEPTH PRIOR TO
CONSTRUCTION CONSTRUCTION
3/4 SERVICE TAP
2" SERVICE TAP EX. 3/4"WATER METER
2" CORP STOP RECONNECT TO PROP. 8" WM
R/W
SHARONBROOK DRIVE
(60' Public R/W)
(D.B. 2265, PG. 416)
R/W
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8" X 8" TAING SLEEVE
8" TAPP114G VALVE
GRAPHIC SCALE
30 0 15 30 60
( IN FEET )
1 inch = 30 ft.
STIPULATION FOR REUSE
THIS DRAWING WAS PREPARED FOR USE
ON A SPECIFIC SITE, SHARONBROOK
TOWNHOMES, SHARONBROOK DRIVE
CHARLOTTE, NC CONTEMPORANEOUSLY
WITH ITS ISSUE DATE ON 8/12/19. AND
IT IS NOT SUITABLE FOR USE ON A
DIFFERENT PROJECT SITE OR AT A LATER
TIME. USE OF THIS DRAWING FOR
REFERENCE OR EXAMPLE ON ANOTHER
PROJECT REQUIRES THE SERVICES OF
PROPERLY LICENSED ARCHITECTS AND
ENGINEERS. REPRODUCTION OF THIS
DRAWING FOR REUSE ON ANOTHER
PROJECT IS NOT AUTHORIZED AND MAY
BE CONTRARY TO THE LAW.
OVA
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MODIFICATION LOG
JOB NUMBER: C180060
CHECKED BY: BMF
DRAWN BY: CDA
DATE: 3-15-2019
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RESTRAINED PIPE LENGTH REQUIREMENTS:
APPROX. DEAD END THRUST UNDISTURBED APPROX.
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WATER PRESSURE BEARING AREA PRESSURE W
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- -
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REQUIRED WHERE NO TRACER WIRE IS LOCATED ON WATER MAIN
WIRE IS LOCATED ON WATER MAIN (TYP.)
STREET / ROADWAY
NO. 12 GAUGE SOLID
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COPPER
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DESIGN BASIS:
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DIPRA "THRUST RESTRAINT DESIGN FOR DIP"
VERSION 3.3 DATED 05/09/2003
11 11
'`' SANDY CLAY 6,000
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Q O
LAYING CONDITION: TYPE 2
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(SEE CLTWATER STD.
WATER MAIN (SEE CLTWATER STD. TEE LU I I'
LINE uj
DETAIL} �
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DEPTH OF COVER: 3.0 FT. MINIMUM
DESIGN PRESSURE: 200 PSI
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'°
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WATER SERVICE WATER SERVICE
LINE LINE
DETAIL)
GATE VALVE
" ` CURB
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{SEE
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12 500 na
_______ ____________ ______________
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13 MIN. MIN.
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250
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PLANTING STRIP
'A GATE I I'
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VIEW
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EASEMENT LINE8
NO. 12 GAUGE
WATER MAIN8
LINE -----,NO. 12 GAUGE
SOLID COPPER
A/
1.1-
36"
$
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TRACER WIRE (TYP.)
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9
36"
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STIPULATION FOR REUSE
THIS DRAWING WAS PREPARED FOR USE
ON A SPECIFIC SITE, SHARONBROOK
TOWNHOMES, SHARONBROOK DRIVE
CHARLOTTE, NC CONTEMPORANEOUSLY
WITH ITS ISSUE DATE ON 8/12/19. AND
IT IS NOT SUITABLE FOR USE ON A
DIFFERENT PROJECT SITE OR AT A LATER
TIME. USE OF THIS DRAWING FOR
REFERENCE OR EXAMPLE ON ANOTHER
PROJECT REQUIRES THE SERVICES OF
PROPERLY LICENSED ARCHITECTS AND
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USING CAST IRON SOIL PIPE CAST IN CONCRETE
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STIPULATION FOR REUSE
THIS DRAWING WAS PREPARED FOR USE
ON A SPECIFIC SITE, SHARONBROOK
TOWNHOMES, SHARONBROOK DRIVE
CHARLOTTE, NC CONTEMPORANEOUSLY
WITH ITS ISSUE DATE ON 8/12/19. AND
IT IS NOT SUITABLE FOR USE ON A
DIFFERENT PROJECT SITE OR AT A LATER
TIME. USE OF THIS DRAWING FOR
REFERENCE OR EXAMPLE ON ANOTHER
PROJECT REQUIRES THE SERVICES OF
PROPERLY LICENSED ARCHITECTS AND
ENGINEERS. REPRODUCTION OF THIS
DRAWING FOR REUSE ON ANOTHER
PROJECT IS NOT AUTHORIZED AND MAY
BE CONTRARY TO THE LAW.
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JOB NUMBER: C180060
CHECKED BY: BMF
DRAWN BY: CDA
DATE: 3-15-2019
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OR SPIGOTS SHALL BE 3'-0" AS MEASURED ALONG THE MAIN.
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BRCKFLOW PREVENTION ASSEMBLY.
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F. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 AND A 82.
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ALL TEMPORARY JUMPER PIPING FROM EXISTING BLOW -OFF TO NEW MAIN
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CROSS WITH 1/4" OUTLET
300 PSI BRASS (OR STAINLESS STEEL) 114" QUICK CONNECT
COUPLER (FEMALE)
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ALL WATER USED TO FILL, FLUSH, CHLORINATE, DE -CHLORINATE, REFLUSH,
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16
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ON NEW WATER MAIN
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NEW WATER MAIN
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STIPULATION FOR REUSE
THIS DRAWING WAS PREPARED FOR USE
ON A SPECIFIC SITE, SHARONBROOK
TOWNHOMES, SHARONBROOK DRIVE
CHARLOTTE, NC CONTEMPORANEOUSLY
WITH ITS ISSUE DATE ON 8/12/19. AND
IT IS NOT SUITABLE FOR USE ON A
DIFFERENT PROJECT SITE OR AT A LATER
TIME. USE OF THIS DRAWING FOR
REFERENCE OR EXAMPLE ON ANOTHER
PROJECT REQUIRES THE SERVICES OF
PROPERLY LICENSED ARCHITECTS AND
ENGINEERS. REPRODUCTION OF THIS
DRAWING FOR REUSE ON ANOTHER
PROJECT IS NOT AUTHORIZED AND MAY
BE CONTRARY TO THE LAW.
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MODIFICATION LOG
JOB NUMBER: C180060
CHECKED BY: BMF
DRAWN BY: CDA
DATE: 3-15-2019
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SHEET: C693

CMUD PUBLIC
BI' '. • HYDRANTS
III:.: , PRIVATE
R1. •' HYDRANTS
I:r 1
FIRE F
YELLOW / YELLOW
AIR
BL
FIRE F
(MUE
BLUE/BLUE
CMUD AND CHARLOTTE FIRE DEPARTMENT STANDARDS
COLOR SCHEME FOR CMUD PUBLIC FIRE HYDRANTS
STORZ
IRON
FIRE HYDRANT
SQUARE
PUMPER
PUMPER
IRON HOSE
CLASSIFICATION:
BARREL
TOP/BONNET
NOZZLE
NOZZLE
NOZZLE
1 - FIRE
OSHA SAFETY
OSHA SAFETY
NOT
OSHA SAFETY
OSHA SAFETY
PROTECTION
YELLOW
YELLOW
PAINTED
YELLOW
YELLOW
2 - FIRE
PROTECTION/
OSHA SAFETY
OSHA SAFETY
NOT
OSHA SAFETY
OSHA SAFETY
MUDDY FLOW
YELLOW
YELLOW
PAINTED
RED
RED
3 - AIR
OSHA SAFETY
OSHA SAFETY
NOT
OSHA SAFETY
OSHA SAFETY
RELEASE
BLUE
BLUE
PAINTED
BLUE
BLUE
3-
OSHA SAFETY
OSHA SAFETY
NOT
OSHA SAFETY
OSHA SAFETY
BLOW -OFF
BLUE
BLUE
PAINTED
BLUE
BLUE
4 - REUSE/
OSHA SAFETY
OSHA SAFETY
NOT
OSHA SAFETY
OSHA SAFETY
RECLAIM
PURPLE
PURPLE
I PAINTED
PURPLE
PURPLE
YELLOW 1 RED
PURPLE/PURPLE
(PUMPER NOZZLE FACES
AWAY FROM STREET)
�J J d < . o
%�jj%`i U Q 3:PRIVATE !f!i!i!j PRIVATE /i if!i�if U) o
(THROUGH WATER !f�%j�/jf% (VIAMETERAND /i fj�%j�rj, ® q CO d
METER) ! /! BOOSTER PUMP) f ! rl Z ri zz o
/' N
/ I
/ f
Uj LL
W
Z Ljj C)
! /i/ fI/!rr i rl Ali Sri Sri � a � � Z
(Z'� �^
O W `✓ y.
< 0 W CO
r / fif ij
!% f.i!j !, f!i!f <W
YELLOW / GREEN YELLOW 1 WHITE w~
a0-
0 w
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C? r 1
> z LJ
>=
--
PRIVATE ji fj�ii!if PRIVATE v� vvLv p py�
(6" & SMALLER OR /i f%% /ij Sri (2.5" OUTLET YARD �v vvvi y p ILL
LIMITED SUPPLY} f/ r HYDRANT} v v O p n w
zO LL
ZU) ,sP 0
L = Q W E�j\� .ry�A
Z LL /- W O
a' Z
CMUD 1 CFD COLOR LEGEND
0 a
FWr W�I.�
COLOR: HATCH TYPE: fr //! i vvvv v d F- p re
OSHA SAFETYff% ij r, vv a O LL.
YELLOW !.jfjf ! vvvvv� O_j J �1
OSHA SAFETY LL 4 m
BLUE 4.YELLOW BLUE RED RED
OSHA SAFETY
PURPLE NOTES:
OSHA RESAFETY � �v�vv�v A. PUBLIC FIRE HYDRANTS ARE (1) CONNECTED DIRECTLY TO CMUD WATER Z J
DISTRIBUTION SYSTEM, (2) OWNED AND MAINTAINED BY CMUD, AND (3)
OSHA SAFETY <>;>o;; 0;9 LOCATED WITHIN THE ROAD RIGHT-OF-WAY OR CMUD WATER MAIN EASEMENT. J
GREEN B. PRIVATE FIRE HYDRANTS ALL NON-PUBLIC FIRE HYDRANTS, INCLUDING HYDRANTS Y uj U1
OSHA SAFETY .° (1) SERVED VIA CMUD WATER METER, (2) SERVED VIA PRIVATE WATER SYSTEM, U — ® Ix
WHITE AND ARE (3) LOCATED OUTSIDE THE ROAD RIGHT-OF-WAYAND (4) PRIVATELY LLI (-
OWNED AND MAINTAINED. 2— Q
CHARLOTTE FIRE DEPARTMENT STANDARDS — Q
COLOR SCHEME FOR PRIVATE FIRE HYDRANTS INDUSTRY STANDARD - NOT ADOPTED OR USED BY CMUD/CFD I— I— a
AWWA 0-502 UNIFORM COLOR SCHEME FOR FIRE HYDRANTS I— Z
STORZ IRON NFPA 291 RECOMMENDED PRACTICE FOR MARKING FIRE HYDRANTS 0
PUMPER PUMPER IRON HOSE FLOW CAPACITY (-
CLASSIFICATION: BARREL TOP/BONNET NOZZLE NOZZLE NOZZLE (GPM AT 20 PSI PUMPER HOSE Q N
5 - PRIVATE THROUGH OSHA SAFETY OSHA SAFETY NOT OSHA SAFETY OSHA SAFETY CLASSIFICATION: RESIDUAL) BARREL TOP / BONNET NOZZLE NOZZLE i
WATER METER YELLOW YELLOW PAINTED GREEN GREEN U
1500 OR CHROME LIGHT LIGHT LIGHT
6 - PRIVATE via METER OSHA SAFETY OSHA SAFETY NOT OSHA SAFETY I OSHA SAFETY CLASS AA GREATER YELLOW BLUE BLUE BLUE
AND FIRE BOOSTER PUMP YELLOW YELLOW PAINTED WHITE WHITE 1000 TO CHROME u1
7 - PRIVATE (6-INCH AND OSHA SAFETY OSHA SAFETY NOT OSHA SAFETY OSHA SAFETY CLASS A 1499 YELLOW GREEN GREEN GREEN IF -
SMALLER MAIN OR LIMITED YELLOW YELLOW PAINTED BLUE BLUE 500 TO CHROME ® I
SUPPLY) CLASS B 999 YELLOW ORANGE ORANGE ORANGE
8 - PRIVATE (2.5-INCH OSHA SAFETY OSHA SAFETY OSHA SAFETY LESS TO CHROME _
OUTLET YARD HYDRANT) RED RED N 1 A N 1 A RED CLASS G 500 YELLOW RED RED RED V
NOTES: w 0-MIN.
1, HYDRANT LOCATION: i i{i.i{i i4
'
ON ROADS WITH CURB & GUTTER: USE, DETAIL (1). ......, :....., .,.: , _. `,
IN ALL GASES UNLESS OTHERWISE NOTED ON MAP.
2. BURIAL TO BE 3.0' UNLESS OTHERWISE DIRECTED BY VALVE
SWIVEL HYDRANT
THE ENGINEER.
TEE
SWIVEL 90'
3. FOR HYDRANTS ON DEAD END LINES, MAIN LINE BEND 6 G.V. - M.J.
ARE DOWNSTREAM OF HYDRANT.
VALVES LOCATED
4. EXTENSIONS REQUIRED AS DETERMINED BY.. THE .. - .... - ; -2'
}SIN.
ENGINEER. F.FI• NON-N.C. DOT R/W
. 4' OUTLET TO BE TURNED FACING ROADWAY. BACK OF CURB
6. CONCRETE BLOCKING TO EXTEND TO UNDISTURBED
EARTH, AMOUNT DETERMINED BY THE ENGINEER, (1) PLAN VIEW
7. SEE DETAIL 5A FOR PLACEMENT OF F.H. IN N.C. DOT R/W..
8, ALL HYDRANT PIPING SHALL BE D,I_P.
JOINTSM.JTEE
M.J. RESTRAINED
•'
SWIVEL HYDRANT
ADAPTER.
F.
a , ,
`iMa10
"G.V. \_SWIVEL HYDRANT
TEE
M.J.RESTRAINE
JOINTS OR LONG
SWIVEL HYDRANT
F.H. ADAPTER.
(4) PLAN VIEW
•
STANDARD DETAIL
M.
0%J1111111itill"ll I'd,
SSI
9'
STIPULATION FOR REUSE
THIS DRAWING WAS PREPARED FOR USE
ON A SPECIFIC SITE, SHARONBROOK
TOWNHOMES, SHARONBROOK DRIVE
CHARLOTTE, NC CONTEMPORANEOUSLY
WITH ITS ISSUE DATE ON 8/12/19. AND
IT IS NOT SUITABLE FOR USE ON A
DIFFERENT PROJECT SITE OR AT A LATER
TIME. USE OF THIS DRAWING FOR
REFERENCE OR EXAMPLE ON ANOTHER
PROJECT REQUIRES THE SERVICES OF
PROPERLY LICENSED ARCHITECTS AND
ENGINEERS. REPRODUCTION OF THIS
DRAWING FOR REUSE ON ANOTHER
PROJECT IS NOT AUTHORIZED AND MAY
BE CONTRARY TO THE LAW.
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MODIFICATION LOG
JOB NUMBER: C180060
CHECKED BY: BMF
DRAWN BY: CDA
DATE: 3-15-2019
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DETAILS
WATER
* * * 3 Days Before Digging
North Carolina 811
811 or1-800-632-4949
Remote Ticket Entry
http://nc811.org/remoteticketentry.htm
SHEET: C694

1 5/8"
1 1 1/2"
3 1 /4"
26"
C7 O
-1" ARIAL TEXT
5/8" ARIAL STYLE TEXT
(2) - NON PENETRATING
PICK HOLES
1 15/16'°
15/16"
� �� �\ J* \_ �
5/8" TYPE 304-j `— 1/2"
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MACHINED
SURFACE
F5/8e" /
3/4" -_� 1 1 /4vv
318°°
1 1/8"
PICK HOLE DETAIL
'TOLERANCE
•♦! 'iTING - HEAVY DUTY
MATERIAL ASTM x/ i GRAY IRO
COATING
3/4" LETTERS -
(RECESSED FLUSH)
(2) NON PENETRATING—
PICK HOLES 1 1/2"-
I �
3/4" LETTER
{RECESSED FLUSH}
g3/ 16" "— 1 5/8"1 318"
9/ 16"
— MACHINED
SURFACE
2 1 /4"
7/ 16"
3/4"
PICK HOLE DETAIL
EAST JORDAN IRON WORKS
< a
Lu
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SANITARY
(2) CORED
SEWER
cn PICKBARS
U
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Al 1 1/2"
Z Q
LU
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ry
LU 0-
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BADE I N USA 1 1/8" BOSS aof w
O 26"
13/16" 1 1/2" ®� p
Q� J
T 2w
/8'° 1 l2
31°' —.-�
022 13/16°" LNU Q w
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W
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N U)
FRAMEUSE WITH TYPE A, B, OR C
COVER SHALL CONFORM TO DIMENSION AND WEIGHT REQUIREMENTS.
COVER SHALL NOT BE OUT ROUND.
STREET GRAVITY
A SEWER TRACER r
----_--_----
— — — — — — — — — — —
CURB
— — — — — — — — — — — — —
— — — — — — — — — — — — — — — —
— — — — — — — — — — — — — — —
— —
CURB
CU
— — — — — — — — — —
WRAP TRACER WIRE AROUND
NEW SERVICE ON EXISTING MAIN
OUTSIDE OF MANHOLE AND CONNECT
NO. 12 GAUGE SOLID
MAGNESIUM ANODE (1 LB. MIN.)
EACH WIRE TGROUND ROD
COPPER TRACER
SEWER
REQUIRED WHERE NO TRACER
(SEE CLTWATER
R STD. DETAIL)
WIRE (TYP.)
MANHOLE
WIRE IS LOCATED ON SEWER MAIN
(TYP.)
FLOW
FLOW
'- SPLICE
EXIST. SEWER MAIN LINE
SEWER MANHOLE
NO SPLICE SEWER MAIN
NO SPLICE SEWER MAIN
WITHOUT TRACER WIRE
STREET / ROADWAY
LINE
WRAP TRACER WIRE AROUND
LINE
CURB
SEWER SERVICE
LATERAL
— — — —
— — — — — — — — —
— —
— — — — — — — — — —
- — — — — — — — — —
— — — — — — — — —
— — — — — — — — —
PLANTING STRIP
— — — — — -
— — — — — —
SEWER SERVICE
LATERAL
SIDEWALK
NO. 12 GAUGE SOLID
COPPER TRACER
WIRE (TYP.)
RIGHT-OF-WAY
CLEANOUT
EASEMENT LINE
VALVE BOX
CLEANOUT
ASSEMBLY
CONCRETE PAD
(SEE CLTWATER
(SEE CLTWATER STD. DETAIL)
STD. DETAIL)
PROPERTY/
EASEMENT LINE
NOTES:
1. TRACER WIRE SHOWN AWAY FROM PIPE FOR CLARITY.
TRACER WIRE SHALL BE INSTALLED IMMEDIATELY ADJACENT
TO THE SEWER PIPE. TRACER WIRE SHALL BE FASTENED TO
THE PIPE WITH ZIP TIES AT 10 FOOT INTERVALS.
2. TRACER WIRE SHALL BE SOLID COPPER NO. 12 GAUGE WITH
30 MILS GREEN HDPE INSULATION.
SEWER SERVICE
LATERAL
NO. 12 GAUGE SOLID COPPER
TRACER WIRE (TYP.)
CLEANOL
-VALVE BOX ASSEMBLY
(SEE CLTWATER STD. DETAIL) I
CONCRETE PAD
(SEE CLTWATER STD. DETAIL) PROPERTY /
EASEMENT LINE
FLOW
OUTSIDE OF MANHOLE AND CONNECT
EACH WIRE TO GROUND ROD
— — (SEE CLTWATER STD. DETAIL) — —
SEWER TRUNK
LINE
��
O
`c'
STREET / ROADWAY
— —CURB
PLANTING STRIP
SIDEWALK
'—NO. 12 GAUGE SOLID
COPPER TRACER
WIRE (TYP.)
— 1
RIGHT-OF-WAY
VALVE BOX ASSEMBLY
(SEE CLTWATER STD. DETAIL)
NO. 12 GAUGE SOLID COPPER EASEMENT LINE
A
TRACER WIRE (TYP.)
CONCRETE PAD
(SEE CLTWATER
(SEECLTWATER
STD. DETAIL)
WRAP TRACER WIRE AROUND
OUTSIDE OF MANHOLE AND CONNECT
EACH WIRE TO GROUND ROD
SEWER TRUNK
(SEE CLTWATER STD. DETAIL)
NO. 12 GAUGE SOLID COPPER
TRACER WIRE (TYP.)�
LINE
NO. 12 GAUGE SOLID COPPER
TRACER WIRE (TYP.)
SEWER OUTFALLI SEWER MANHOLE-' SEWER OUTFALL
--.-.-------- NO SPLICE
STREAM
---- �---' STREAM
TRACER WIRE FOR GRAVITY SEWER DEEPER THAN 8 FT
SECTION VIEW
SEWER
SEWER
TRENCH DETAIL
ry
MANHOLE
FINISHED GRADE FINISHED GRADE
MANHOLE
LU
FINISHED GRADE
PROFILE VIEW
J
W
NO SPLICE
SEE MANHOLE
24'
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5/� `�\\�
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CONNECTION DETAIL
4'�O
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WARNING TAPE
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TRACER WIRE
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NO. 12 GAUGE SOLID
WARNING TAPE
_
U
U7
COPPER TRACER
SEWER WIRE (TYP.)
NO. 12 GAUGE LID
TRACER WIRE —
GRAVITY SEWER MAIN
PIPE
COPPER TRACER
SEWER
12"-
LESS THAN 8' DEPTH WIRE (TYP.) PIPE
TRACING WIRE SHALL
_
GRAVITY SEWER MAIN GREATER THAN 8' DEPTH
BE ATTACHED TO PIPE
TRACER WIRE SHALL BE ATTACHED TO PIPE
"�
AND PLACED AT A DEPTH OF 4 TO 5 FEET SERVICE
s
DIRECTLY ABOVE SEWER PIPE LATERAL
U.S. FOUNDRY & MFG. CORP. EAST JORDAN IRON WORKS a a
00
4 2S 1'° ANCHOR (4) - f� 1"ANCHOR J o ° T
{ ) - HOLES ON A <C D > oo
c�i S NJ HOLES ON A O 31" B.C.D. ys U a
3®bsy 0 32 314" B.C.D. nr��bry a o
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1 5/8" O 2°2 Q W 0
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27 7116"
FRAME2 261/4" 11/2" Z N
VFRAME
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24" 3„
7/8"
5/8" 7 1/2" 1 m U)
1 112'°
24" 5/$" J U} H w
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28 3/8" 28 3/16" LU J a U)
W- 4 >
36" 36" F �'
0z
FRAME SECTION d
WEIGHT - 170 LB. MIN., 0% MINUS TOLERANCE WEIGHT - 173 LB. MIN., 0% MINUS TOLERANCE v
NOTES: W
LOAD RATING - HEAVY DUTY USE WITH TYPE 1, 2, OR 3 COVER I 0
MATERIAL - ASTM A48 - CLASS 35 GRAY IRON FRAME SHALL CONFORM TO DIMENSION AND WEIGHT REQUIREMENTS. <
COATING - UNDIPPED FRAME SHALL NOT BE OUT OF ROUND. u
* * * 3 Days Before Digging
North Carolina 811
811 or1-800-632-4949
Remote Ticket Entry
http://nc811.org/remoteticketentry.htm
STIPULATION FOR REUSE
THIS DRAWING WAS PREPARED FOR USE
ON A SPECIFIC SITE, SHARONBROOK
TOWNHOMES, SHARONBROOK DRIVE
CHARLOTTE, NC CONTEMPORANEOUSLY
WITH ITS ISSUE DATE ON 8/12/19. AND
IT IS NOT SUITABLE FOR USE ON A
DIFFERENT PROJECT SITE OR AT A LATER
TIME. USE OF THIS DRAWING FOR
REFERENCE OR EXAMPLE ON ANOTHER
PROJECT REQUIRES THE SERVICES OF
PROPERLY LICENSED ARCHITECTS AND
ENGINEERS. REPRODUCTION OF THIS
DRAWING FOR REUSE ON ANOTHER
PROJECT IS NOT AUTHORIZED AND MAY
BE CONTRARY TO THE LAW.
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MODIFICATION LOG
JOB NUMBER: C180060
CHECKED BY: BMF
DRAWN BY: CDA
DATE: 3-15-2019
[99£-0 # N&=l
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DETAILS
SEWER
SHEET: C695

NOTES.
1, CLAY TEES O a COMPRESSION GASKET e ..e o
SEAL FOR PLAIN ENDSEND.
2. IF THE LATERAL HAS
a s e
LATERAL MUST BEr SEND TO BE FULLY ENCASED
STONE,
a. REOUIRES GRANULAR
BE5 MIN DDING.
ISTANCE SETWIFEN TEES SHALL BE 7' CENTER a
6. THE LAWRAL MUST BE r PERPENDICULAR
TO THE MAN
1/2" MADE BO SMU R£BNF T
xott':
MIS STEP TO BE DRIWN INTO
TAPERED HOUFS W PRECAST
MAAWME SECRONS DO NOT
USE AS A IN S
5-314
•' A
4 t LR T TEST REPORT
o REQUIRED EACH STEP.
11
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0
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im- ANSI
#
# k
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e
s' r ♦ r �
_
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r e
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r• r a •r r- tr s
a-h r M r e- a• a e.
rJ t
a ez a a a-
e r
:e re
MRTIFIMT ,
STANDARD
r■
r attSEWER
IIIII Ilw / I I, IIII IFI ' INO q
r
Iwo"la�iir., e a
1" - 2" 1-2 ASPHALT
EXIST. ASPHALT. CONCRETE
SEE SPECIFICATIONS OR CABO BASE.
1" 12"
MIN. MIN;
PIPE
Zt
VARIES VARIES
(NOTE 6) (NOTE )
COMPACTED
EARTH
NOMINAL PIPE DIAMETER
SECTION
NOTES:
f. ALL CONCRETE AND ASPHALT PAVEMENT, INCLUDING DRIVEWAYS,
TO BE CUT WITH A SAW.
2, WHERE CONCRETE PAVEMENT IS OVERLAID WITH ASPHALT
H-BINDER MAY BE SUBSTITUTED FOR CONCRETE, AS A BASE
MATERIAL, WITH THE APPROVAL OF THE CONTROLLING AGENCY.
3. ALL PAVEMENT REPAIRS ARE SUBJECT TO APPROVAL BY CITY
OF CHARLOTTE D.O.T. AS APPLICABLE.
4. 12-INCH MIN, MINIMUM CUT OUTSIDE TRENCH IS ALSO REQUIRED FOR
SLOPED TRENCH WALLS,
5. SHORING REQUIRED IN ACCORDANCE WITH OSHA STANDARDS,
PART 1926, SUBPART P.
6. SEE DETAILED SPECIFICATIONS FOR TRENCH WIDTH,
CHARLOTTE -L U G
UTILITY T N'T
ENGINEERING DIVISION
CHARLOTTE, NORTH CA OLI ADETAIL
F1* tl _.
E€
.�.PAVEMENT REPAIR
�m}�IVr«�-.. rIt I}AEIlillll!III!
NOTM
a J COMPt Y W TH S 7ANDARD
DEIAILS 4 AND
Calculate the minor head loss in the pipe fittings and valves:
TOTAL
ITEM EQ. LENGTH (ft) #OFITEIVIS
EO. LENGTH (ft')
8" 450BEND 10 1
10.00
8"x 8" TEE 43 1
43.00
8" 22.5°BEND 10 1
10.00
8" GATE VALVE 5 1
5.00
6" GATE VALVE 4 1
4.00
=
72.00
Calculate Head Lass in 12" Watermain:
10.44(LVO)';" Where::
L= Length (ft)
h= =
(C)t.ss (d) .ssss
q- Flow (gpm)
d = Pi pe D a meter (i n )
C = Rough ness Coeffi ci en
hv _
2g
hf=Frictional Head loss
V = Velocity (ft/sec)
32.2 f/secs
L d
C V
1750 gpm 10 6
140 19.86
hr = -1.83 ft. -0.79 PSI
In, _ -6.12 ft. -2.65 PSI
htotal `7.95 ft. -3.44 PSI
Calculate Head Loss in 8"° atermain:
10.44(LI(Q1l ss Where:
h;_
L= Length (ft)
185 48655
d _ PipeD ameter(In;)
C = Roughness Coeffici ent
hU =
2g
hr = Frictional Head l oss
V = Velocity (ft/sec )
iz = 32.2 ft/secs
Q L i e L(fittings)
d C V'
1750 gpm 209 72
8 140 11.17
L= Pipe Length +Equivalent Length
of Fittings = 281.00 ft,
h= = -12.67 ft. -5.48 PSI
by = -1.94 ft, -0.84 PSI
htotal = -14.61 ft. -6.32 PSI
Change in elevation from existing fire hydrant to proposed fire flaw hydrant.
Location Ground Elev.
Ex.Fi re Hyd................ 642.0
Prop. Fire Hyd............ . 622.0
ht = 20.0 ft.
8.66 PSI
Find total head loss between the test hydrant and the proposed fire flow hydrant:
h = h12 + his +h
h = -7.95 ft + -14.61 ft + 20.00 ft
h = -2.56 ft.
h = -1.11 PSI
Find the residual pressure at the proposed fire flaw hydrant.
From test hydrant results, at 1750 gpm the residual pressure will be210.21 ft (91 psi).
Therefore, at 1750 gpm the residual pressure at the proposed fire flow hydrant will be:
Presidual,= 210.21 ft - 2.56 ft = 207,65 ft
= 89.89 PSI
STIPULATION FOR REUSE
THIS DRAWING WAS PREPARED FOR USE
ON A SPECIFIC SITE, SHARONBROOK
TOWNHOMES, SHARONBROOK DRIVE
CHARLOTTE, NC CONTEMPORANEOUSLY
WITH ITS ISSUE DATE ON 8/12/19. AND
IT IS NOT SUITABLE FOR USE ON A
DIFFERENT PROJECT SITE OR AT A LATER
TIME. USE OF THIS DRAWING FOR
REFERENCE OR EXAMPLE ON ANOTHER
PROJECT REQUIRES THE SERVICES OF
PROPERLY LICENSED ARCHITECTS AND
ENGINEERS. REPRODUCTION OF THIS
DRAWING FOR REUSE ON ANOTHER
PROJECT IS NOT AUTHORIZED AND MAY
BE CONTRARY TO THE LAW.
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MODIFICATION LOG
JOB NUMBER: C180060
CHECKED BY: BMF
DRAWN BY: CDA
DATE: 3-15-2019
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UTILITY
DETAILS
SEWER
SHEET: C696

" „ I o p;I�� I " EROSION AND SEDIMENT CONTROL NOTES:
\ I I 1. IF NECESSARY, SLOPES WHICH EXCEED EIGHT (8) FEET SHOULD BE
I J I ° III STABILIZED WITH SYNTHETIC OR VEGETATIVE MAT, IN ADDITION TO
INV..612
bil HYDROSEEDING. IT MAY BE NECESSARY TO INSTALL TEMPORARY SLOPE
\Ce,B\ _� o III II DRAINS DURING CONSTRUCTION. TEMPORARY BERMS MAY BE NEEDED
\ DAILY UNTIL THE SLOPE IS BROUGHT TO GRADE.
N o I 2. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS
PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION
l d I ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO
f r i M CASE MORE THAN FOURTEEN (14) DAYS AFTER WORK HAS CEASED,
I IN, � a � � � � � o � I EXCEPT AS STATED BELOW:
l 2-ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND
` BYPASS DRAIN AREA ALL SLOPES STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1)
M 0I ICI I SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION
" SEES EE' C$.$ I e ORIj 1^ ,, WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY
y 3�''I� EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST
p • .• i \ ` II LAND -DISTURBING ACTIVITY. ALL OTHER DISTURBED AREAS SHALL
"N, I 'I II I I I BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH
GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT
WITHIN 14 CALENDAR DAYS FROM THE LAST LAND -DISTURBING
_ I I I y I ACTIVITY.
3. ALL CUT AND FILL SLOPES AND CHANNEL SIDE SLOPES WHICH ARE NOT
- I o TO BE PAVED SHALL BE SEEDED UNTIL A GOOD STAND OF GRASS IS
3 u 3 Q> OBTAINED IN ACCORDANCE WITH THE SEEDING SCHEDULE ON SHEET
I o " C7.13. ALL SEEDING WILL BE MULCHED.
N, o I I I 4. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED
EVERY SEVEN (7) DAYS AND WITHIN 24 HOURS AFTER EACH RAINFALL
III I I OCCURRENCE THAT EXCEEDS ONE-HALF (0.5) INCH. IF SITE INSPECTIONS
- y I I IDENTIFY BMPS THAT ARE DAMAGED OR NOT OPERATING EFFECTIVELY,
MAINTENANCE MUST BE PERFORMED AS SOON AS PRACTICABLE OR AS
I REASONABLY POSSIBLE AND BEFORE THE NEXT STORM EVENT
* � WHENEVER PRACTICABLE.
y LIMITS OF \IN
1 0 II I I J N, IN
IF WATER IS ENCOUNTERED WHILE TRENCHING, THE WATER SHOULD BE
1111 :a DISTURBANCE (TY�) y \ 1�13� f FILTERED TO REMOVE ANY SEDIMENTS BEFORE BEING PUMPED BACK
BYPASS STORM DRAIN \ III I INTO ANY STORMWATER SYSTEMS, WATER COURSES AND WATERS OF
\ REFER TO SHEET C5 3 FOR DESIGN \ �/ I I I b I THE STATE (WOS) OR WATERS OF THE UNITED STATES (WOU.S.).
` , P PIVERSIO'h PITCH #1 M I I 6. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED
3 \ Fo oR�� I I DURING ALL PHASES OF CONSTRUCTION UNTIL THE COMPLETION OF
F SEE CALCU `.,ONS I 9 / ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN
I ds- THI"HEET I STABILIZED. ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING
I dsds o II I / I \ CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFFSITE
\ k I wM QI II / SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES SHALL BE
6jS �• \ REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS
j I I STABILIZED.
_ _ � � � �� ""^ � '�� \ •� I� of ¢ IM. �
IN
tti 0 ti / wM 7. THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE
TRACKING OF MUD ONTO PAVED ROADWAY FROM CONSTRUCTION
SB1 PH1 DRAINAGE AREA " " k o III % I AREAS AND THE GENERATION OF DUST. THE CONTRACTOR SHALL DAILY
I :ter
SSMH REMOVE MUD/SOIL FROM PAVEMENT, AS MAY BE REQUIRED.
t � � � •F"X RIM 676.98
r IN lye 8. ALL CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT THE SITE VIA THE
N °� CONSTRUCTION ENTRANCE.
y INSTAL YPASS PIP S P V.6 6
w PRIOR A I TALLATIO ' � ' E • - "`" " 9. EXCAVATED MATERIAL FROM TRENCHES SHALL BE PLACED ON THE
ROCK CHECK . I I ..... UPGRADE SIDE OF THE TRENCH TO ALLOW MATERIAL TO ERODE INTO
OF $EDI T BASIN .�
DAM (TYP.)s?s I Imo, THE TRENCH. CONSTRUCTION MAINTENANCE AND REMOVAL OF ALL
'N, 62S. "�• „ EROSION CONTROL DEVICES ARE THE RESPONSIBILITY OF GRADING
BASIN NUMBER: 1 N' NI 6�0 D N I G I CONTRACTOR UNLESS OTHERWISE NOTED.
PHASE: 1 w �G
BYPASS STORMMDItAIN I"" 10. THE EROSION CONTROL MEASURES SHOWN ON THIS DRAWING ARE
I BASIN TYPE: SEDIMENT , "
r DRAINAGE AREA: 1.39 AC REFS TO SHEET C5.3 FOR DESIG�h `� G = RECOMMENDED AT A MINIMUM. ACTUAL MEASURE NECESSARY FOR
I 1, w LL °Y, I � I m CONTAINMENT OF RUN-OFF SHALL BE THE RESPONSIBILITY OF THE
DISTURBED AREA: 1.39 AC 1 m N
I ",,,N 0 CONTRACTOR AND BE FIELD VERIFIED.
1 Q10: 4.89 CFS N,, Z m
DIVERSION DiTCL2 i' READ. SURFACE AREA: 125 SF 6"7R ® o
SEE CALEULATIO S PROV. SURFACE ARE 2,352 I " " I 11. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE
Q REQUIRED BY A REPRESENTATIVE OF THE CITY ENGINEERING
& REQD. STORAGE V 2,502 CF F a N,"
TISHE T PROV. STORAG VOL: 5,512 CF N 1620 I H DEPARTMENT.
'� "� �� w ��' '"""
MPdRARY DIVERSION BOTTOM ELE 606.00 12. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER
STORAGE LEV: 609.40
- " H (TYP.) CLEAN O DEPTH: 1.70' SILT FENCE (TYP. i EE I THAN 10' REQUIRE ADEQUATE TERRACING.
S r TOP OFBERM ELEV: 611.00 w Q�
13. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING
SKIM ER PIPE DIA: 1.5" E R "w � �, a
m N. N � � � EXCEEDING ONE ACRE THAT WAS NOT PREVIOUSLY APPROVED.
J ' SKIMM R ORIFICE DIA: 1.0" CONSTRUCTION s I
FENCE (TYP. RISER TO EV: 609.40 ENTRANCE 2 7" W w x I 14. ON -SITE BURIAL PITS ARE NOT ALLOWED, UNLESS WRITTEN APPROVAL
RISER DIA: 5'-4" X 5'-4" PRECAST
IS RECEIVED FROM THE OWNER AND AN ON -SITE DEMOLITION LANDFILL
o °� ULVERT DIA: 24" HDPE ,
ih l IN CULVERT LENGTH: 34.05' _ m...,... m I PERMIT IS RECEIVED FROM THE ZONING ADMINISTRATOR.
1 loea INV UP: 73 8^rn w 3
�o>, „*�, _ � 15. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION
'N INV DOWN: ' 602. 6 TEMPORARY DIVERSION EE 6 -w -w�
CONCRETE WASHOUT' 1S CONTROL PLAN IS A VIOLATION OF THE CITY/COUNTY EROSION
>° e \ DITCH (TYP.) o
q ,. So I CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
" F SB1 PH1 ° °"µ
�" �TI� 16. ALL "STD." NUMBERS REFER TO THE CHARLOTTE LAND DEVELOPMENT
N � 'N � � . I D AI GE AREA
INSTALL POSED STANDARDS MANUAL.
IL STOCKPILE AREA °To9z , �.
egNK I 9 TEMP. " �\ SANITARY SEWER-BURING
�" o I � 17. DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT
0 K PI I T I SLOPE a I I CONSTRUCTION ON OF WAY MUST BE PRESENTED AT PRE -CONSTRUCTION MEETING.
BYPASS DRAINAGE AREA t / I DRAIN y, SHARONBROOK DRIVE
PROTECT \ /" \ I 18. A FIREWORK MEETING SHALL BE SCHEDULED WITH THE CITY INSPECTOR
J SEE SHEET C5.5 f ROCK CHE K\ / ' o o PRIOR TO CONSTRUCTION.
! �EMPORARYDIVERSDAI1(I (TY .) arch,TYP. \ > -01 o I F I 19. NCDEQ GENERAL PERMIT - NCGO10000 MUST BE OBTAINED FOLLOWING
( S I PLAN APPROVAL FROM THE CITY OF CHARLOTTE. THE GENERAL PERMIT
CAN BE OBTAINED THROUGH deq.nc.gov/ncg01
r oo III
20. LITTER, CONSTRUCTION DEBRIS, OILS, FUELS AND BUILDING PRODUCTS
0 610 WITH SIGNIFICANT POTENTIAL FOR IMPACT (SUCH AS STOCKPILES OF
m ♦ i } 'al _ - onow)o
•�"'� INLET PROTECTION FRESHLY TREATED LUMBER) AND CONSTRUCTION CHEMICALS THAT
8"TREE
O I (TYP,) COULD BE EXPOSED TO STORM WATER MUST BE PREVENTED FROM
f i �~ 615q I w BECOMING A POLLUTANT SOURCE IN STORM WATER DISCHARGES.
Q� ♦ •,k aq I o .,......v
RIP A ?:6az
21. SHOW BMP MEASURES FOR CONCRETE TRUCK WASHOUT AREA, OR
ADD THE FOLLOWING NOTES:
CONCRETE TRUCKS SHALL NOT TYPICALLY BE WASHED OUT ON
SITE. IF CONCRETE TRUCK WASHOUT IS PERMITTED ON SITE,
COORDINATE LOCATION AND BMP'S WITH SITE INSPECTOR.
DO NOT DISPOSE OF CONCRETE TRUCK WASHOUT WASTE BY
DUMPING INTO A SANITARY SEWER, STORM DRAIN OR ONTO SOIL
OR PAVEMENT THAT CARRIES STORM WATER RUNOFF.
CONCRETE TRUCK WASHOUT SHALL BE DISPOSED OF IN
ACCORDANCE WITH THE FOLLOWING:
DESIGNATED AREA THAT WILL LATER BE BACKFILLED (SLURRY PIT)
DESIGNATED AREA WHERE CONCRETE WASH CAN HARDEN AND
BE DISPOSED OF AS SOLID WASTE.
LOCATION THAT IS NOT SUBJECT TO WATER RUNOFF, AND MORE
THAN 50 FEET AWAY FROM A STORM DRAIN, OPEN DITCH, OR
RECEIVING WATER WAY.
PUMP EXCESS CONCRETE IN CONCRETE PUMP BIN BACK INTO
CONCRETE MIXER TRUCK.
CONCRETE WASHOUT FROM CONCRETE PUMPER BINS CAN BE
WASHED INTO CONCRETE PUMPER TRUCKS AND DISCHARGED
INTO DESIGNATED WASHOUT AREA OR PROPERLY DISPOSED OF
OFFSITE.
22. ALL CHEMICAL SPILLS, OIL SPILLS, OR FISH KILLS MUST BE REPORTED TO
NCDENR - CALL THE 24-HOUR EMERGENCY RESPONSE LINE AT
1-800-858-0368.
23. TEMPORARY TOILET FACILITIES SHALL BE PROVIDED FOR ALL
CONSTRUCTION WORKERS AND SITE VISITORS IN ACCORDANCE WITH
2006 INTERNATIONAL PLUMBING CODE GENERAL REGULATIONS,
SECTION 311. PORTABLE FACILITIES SHALL BE PLACED ON LEVEL
GROUND AND AWAY FROM STORM DRAINAGE SYSTEMS (DITCHES,
CATCH BASINS, ETC.). DISPOSAL AND HANDLING OF SANITARY WASTE
MUST COMPLY WITH STATE AND LOCAL REQUIREMENTS.
24. FINAL GRADES FOR GRASSED AND LANDSCAPED AREAS SHALL REQUIRE
A MINIMUM OF 4-6" OF CLEAN TOP SOIL, FREE OF DEBRIS AND
CONTAMINANTS, AND PREFERABLY OF NATIVE ORIGIN.
25. SILT FENCE SHOWN OFFSET FROM LIMITS OF DISTURBANCE FOR
CLARIFICATION PURPOSES.
26. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLANS IS
A VIOLATION OF THE CITY/COUNTY EROSION CONTROL ORDINANCE
AND IS SUBJECT TO A FINE.
SITE INFO
CONSTRUCTION START DATE: OCTOBER 1, 2019
DISTURBED AREA: 1.90 ACRES
CONSTRUCTION SEQUENCE
1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM CITY OF
CHARLOTTE ENGINEERING DEPARTMENT. OBTAIN ALL REQUIRED
PERMITS.
2. CONTACT THE CITY OF CHARLOTTE FOR PRE -WORK MEETINGS AT A
MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. FAILURE TO
SCHEDULE SUCH CONFERENCE 48 HOURS PRIOR TO ANY LAND
DISTURBING ACTIVITY IS A VIOLATION OF CHAPTER 17 OF THE CITY OF
CHARLOTTE CODE AND IS SUBJECT TO FINE.
3. MAKE ANY REQUIRED MODIFICATIONS TO THE EROSION AND
SEDIMENT CONTROL PLANS. ALL MODIFICATIONS TO THE EROSION
AND SEDIMENT CONTROL PLANS SHALL BE DOCUMENTED ON THE
ONSITE APPROVED PLANS. ALL MODIFICATIONS SHALL BE APPROVED
BY THE CITY OF CHARLOTTE EROSION CONTROL COORDINATOR AND
DESIGN ENGINEER AS NEEDED.
4. INSTALL BYPASS STORM DRAINS AND DIVERSION DITCHES TO BYPASS
STORM STRUCTURES.
5. INSTALL SANITARY SEWER CROSSING ACROSS SHARONBROOK DRIVE.
6. INSTALL INLET PROTECTION IN BYPASS STORM STRUCTURES.
7. INSTALL PERIMETER SILT FENCE, SEDIMENT BASIN, TEMPORARY
DIVERSION DITCHES AND OTHER MEASURES AS SHOWN ON THE PLANS
CLEARING ONLY AS NECESSARY TO INSTALL THESE DEVICES.
8. CALL FOR ON -SITE INSPECTION BY THE EROSION CONTROL INSPECTOR.
WHEN APPROVED, THE INSPECTOR ISSUES THE GRADING PERMIT AND
CLEARING AND GRUBBING MAY BEGIN.
9. LIMIT THE CLEARING AND GRUBBING OF THE SITE TO AREAS THAT WILL
BE MASS GRADED. WHENEVER POSSIBLE, EXISTING VEGETATION SHALL
REMAIN IN PLACE TO PREVENT EROSION OF THE SITE.
10. BEGIN MASS GRADING ACTIVITIES. AS THE SITE IS GRADED, THE
CONTRACTOR SHALL MINIMIZE THE AMOUNT OF STORM WATER
FLOWING OVER FILL SLOPES BY USING DIVERSION DITCHES AND SLOPE
DRAINS. DITCHES AND SLOPE DRAINS SHOWN ON PHASE 1 PLANS
DEPICT THE REQUIRED DIVERSION DITCHES AND SLOPE DRAINS AT
EXISTING GRADE. ADDITIONAL MEASURES MAY BE NEEDED AS
GRADING PROGRESSES. CONTRACTOR SHALL LIMIT DRAINAGE AREAS
FLOWING TO EACH OF THE PROPOSED BASINS TO THE MINIMUM AREA
THAT IS DESIGNATED FOR EACH BASIN. THIS SHALL BE ACCOMPLISHED
BY ADJUSTING THE PROPOSED DIVERSION DITCHES AS THE SITE IS
GRADED.
11. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE NC EROSION CONTROL AND SEDIMENT
CONTROL PLANNING DESIGN MANUAL, US DEPT. OF AGRICULTURE,
CITY OF CHARLOTTE EROSION CONTROL ORDINANCE, AND THE
CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL.
61p T I I I GENERAL NOTES
GR: 606.94
1 j " jj ♦ 3 I q IN: 601.78
OUT.. 600.31 ,•",,, •••-•^ "-"'" 1. ALL MATERIALS, CONSTRUCTION, AND PLANS ARE TO COMPLY WITH CURRENT CITY OF
I,, ♦ 6.10 E® sP/N CHARLOTTE AND NCDENR STANDARD SPECIFICATIONS AND DETAILS.
INV."599.70
# 2. CONTACT NORTH CAROLINA ONE CALL SERVICE @ 811 OR 800-632-4949 AND CITY OF
BYPA4 STOR DRAIN CHARLOTTE, A MINIMUM OF 72 HOURS BEFORE DIGGING.
LIMITS OF � � REFER 0 SH�fT C5.3 FOR DESIGN 3. ANY SITE GRADING SHALL COMPLY WITH INTENT OF ORIGINAL DEVELOPMENT GRADING
ISTURBANCt (TYP.) BAF�ES MIN. \ TER
TEMPORARY / -0_55 - AND DRAINAGE PLANS.
S � ss - -
SLOPE DRAIN P m t¢Sl 4. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF
' I 1.5'' SK R KITH 1.0" RI ICE l7/M:606.41 THE CITY/COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
N:598.45(A) g
INV. .00 °°N w N:597.96(e) t 5. THE CONTRACTOR SHALL VERIFY ALL EXISTING STRUCTURES PRIOR TO CONSTRUCTION. ALL
{ N, op 8"MEE •6 ours9zsl DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER.
' I 5'-4" X 5'-4 R T\S RU UU eqy �18 PIN I k " sPl NO BPS SHALL BE PLACED ON ADJACENT PROPERTY WITHOUT THE WRITTEN CONSENT OF
DRAIN AND FICE
SEE ELF CS. RE AILS 6. M
THE PROPERTY OWNER AND THE CITY OF CHARLOTTE.
�
BLEEDER TO REMAIN SCALE IL 1 7. THE NCDENR EROSION CONTROL MANUAL AND CITY OF CHARLOTTE STANDARDS SHALL BE
3 f TBM=60 .10 USED AS A GUIDELINE FOR IMPLEMENTATION AND MAINTENANCE OF BMPS. THE
/ BYPASS DRAINAGE AREA SEDIMENT BASIN COIN 1 w PKN
".
' � FOLLOWING BMPS:
I SEE SHE C5.5
I � • SURFACE ROUGHENING
N, N" / ' / I . STABILIZED CONSTRUCTION ENTRANCE
y I -SEEP COLLAR / . SILT FENCE
\ r 'SEE SHEET C5. OR DETi4I,LS o / . HARDWARE FABRIC AND STONE INLET PROTECTION
I // • CHECK DAMS
• TEMPORARY SEEDING
too New am & # / �" / . PERMANENT SEEDING
\ b /I • MULCHING
\ `", t /
,',* • SOD
\ \ "�. � „� � 8. SILT FENCE OFFSET FOR CLARIFICATION.
C\e B2\\/ /
k� \
,, �'^. *' ' +, ## \ `^"„...„,,..NI IN
" IN
"'�... �" ' � SSMN � � DITCH CALCULATIONS
"' �'"" •,,,," w,„" `N IN y 'n R/M: 09.42 S k
\ T OU :601.10 DITCH #1
/ DRAINAGE AREA: 1.30 ACRES
" \ M PP S / RUNOFF COEFFICIENT: 0.49
b ",, VELOCITY @ PEAK FLOW: 2.95 FT/S
" \ / IN / � � CHANNEL LINER: TALL FESCUE (PERMISSIBLE VELOCITY = 4.5 FT/S)
\..0 N DITCH #2
" �\ DRAI
NAG E AREA: 0.98 ACRES
O F COEFFICIENT: CIENT: 0.34 RUN
' VELOCITY @ PEAK FLOW: 2.37 FT/S
i /# CHANNEL LINER: TALL FESCUE (PERMISSIBLE VELOCITY = 4.5 FT/S)
"
... ...............m ..w ". NI BYPASS DRAINAGE�AR A I
SEEJHHEET ( .5
I I "*41Pk I
GRAPHIC SCALE
30 0 15 30 60
( IN FEET )
1 inch = 30 ft.
SITE \;
N
LOCATION MAP
SCALE = 1"=1000' \
EROSION CONTROL LEGEND
_SF
SILT FENCE
SILT FENCE OUTLET
- -TD- - < -
TEMPORARY DIVERSION DITCH
TRIBUTARY AREA
W W moo=
LIMITS OF DISTURBANCE
ROCK CHECK DAM
INLET PROTECTION
0
ROCK PIPE INLET PROTECTION
CeB2
CECIL SANDY CLAY LOAM
MO
MONACAN LOAM
* * * 3 Days Before Digging
North Carolina 811
811 or1-800-632-4949
Remote Ticket Entry
http://nc811.org/remoteticketentry.htm
```11`11,11111111//ll"
SSI
9•
>y M-F
1111111111\
STIPULATION FOR REUSE
THIS DRAWING WAS PREPARED FOR USE
ON A SPECIFIC SITE, SHARONBROOK
TOWNHOMES, SHARONBROOK DRIVE
CHARLOTTE, NC CONTEMPORANEOUSLY
WITH ITS ISSUE DATE ON 8/12/19. AND
IT IS NOT SUITABLE FOR USE ON A
DIFFERENT PROJECT SITE OR AT A LATER
TIME. USE OF THIS DRAWING FOR
REFERENCE OR EXAMPLE ON ANOTHER
PROJECT REQUIRES THE SERVICES OF
PROPERLY LICENSED ARCHITECTS AND
ENGINEERS. REPRODUCTION OF THIS
DRAWING FOR REUSE ON ANOTHER
PROJECT IS NOT AUTHORIZED AND MAY
BE CONTRARY TO THE LAW.
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V 1
MODIFICATION LOG
JOB NUMBER: C180060
CHECKED BY: BMF
DRAWN BY: CDA
DATE: 3-15-2019
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EROSION
CONTROL
PLAN PHASE 1
SHEET: C790

I .. N\
EROSION AND SEDIMENT CONTROL NOTES:
1. IF NECESSARY, SLOPES WHICH EXCEED EIGHT (8) FEET SHOULD BE
INN ° I STABILIZED WITH SYNTHETIC OR VEGETATIVE MAT, IN ADDITION TO INV...;, b HYDROSEEDING. IT MAY BE NECESSARY TO INSTALL TEMPORARY SLOPE
zICeB2 \ o III DRAINS DURING CONSTRUCTION. TEMPORARY BERMS MAY BE NEEDED
DAILY UNTIL THE SLOPE IS BROUGHT TO GRADE.
N �I III " 2. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS
BYPASS DRAMAGE AREA PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION
� l ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO
m i MEN.f6 SEE SHEET C5.5 CASE MORE THAN FOURTEEN (14) DAYS AFTER WORK HAS CEASED,
I a o I EXCEPT AS STATED BELOW:
\, I oa ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND
ALL SLOPES STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1)
M 0 I I SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION
IUR IN, WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY
3 EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST
i \ ` LAND -DISTURBING ACTIVITY. ALL OTHER DISTURBED AREAS SHALL
BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH
GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT
WITHIN 14 CALENDAR DAYS FROM THE LAST LAND -DISTURBING
y I I I ACTIVITY.
3. ALL CUT AND FILL SLOPES AND CHANNEL SIDE SLOPES WHICH ARE NOT
TO BE PAVED SHALL BE SEEDED UNTIL A GOOD STAND OF GRASS IS
Y
Q> OBTAINED IN ACCORDANCE WITH THE SEEDING SCHEDULE ON SHEET
I o " C7.13. ALL SEEDING WILL BE MULCHED.
L I I
o III 4. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED
9 I I EVERY SEVEN (7) DAYS AND WITHIN 24 HOURS AFTER EACH RAINFALL
N\ I III !` I OCCURRENCE THAT EXCEEDS ONE-HALF (0.5) INCH. IF SITE INSPECTIONS
IDENTIFY BMPS THAT ARE DAMAGED OR NOT OPERATING EFFECTIVELY,
MAINTENANCE MUST BE PERFORMED AS SOON AS PRACTICABLE OR AS
\ I P �b I REASONABLY POSSIBLE AND BEFORE THE NEXT STORM EVENT
NN l\ WHENEVER PRACTICABLE.
g ICI I 5. IF WATER IS ENCOUNTERED WHILE TRENCHING, THE WATER SHOULD BE
}}" " m IN FILTERED TO REMOVE ANY SEDIMENTS BEFORE BEING PUMPED BACK
§ IN PROP. BERM AT ENb OF AHA DRIVE \ III I INTO ANY STORMWATER SYSTEMS, WATER COURSES AND WATERS OF
t RM TO REMAIN IN PLACE U L \ /629. I I b I THE STATE (WOS) OR WATERS OF THE UNITED STATES (WOU.S.).
IN
~,CURB LLED � � � � � M "a �
6. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED
\ P Eo I DURING ALL PHASES OF CONSTRUCTION UNTIL THE COMPLETION OF
SILT FENCE (TYP.) ' / °E BYPASS bkAIN GE AREA ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN
j t LIMI OF I - - STABILIZED. ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING
SEE SHEET C5.5
11 DISTURBANCE ( P.) I } N Yo I I CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFFSITE
I wM QI II / SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES SHALL BE
an t ��REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS
o � I I ® STABILIZED.
NI
of ''� "°� .................. ..........� .�
wM 7. THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE
-wa- w- "' TRACKING OF MUD ONTO PAVED ROADWAY FROM CONSTRUCTION
INLET PROTECTION $ I ��' 1^ y `., a AREAS AND THE GENERATION OF DUST. THE CONTRACTOR SHALL DAILY
REMOVE MUD/SOIL FROM PAVEMENT, AS MAY BE REQUIRED.
a I ITYP.) 6�O / uMH
l
''�.' '� RIM:626.98
8. ALL CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT THE SITE VIA THE
N ' CONSTRUCTION ENTRANCE.
w a N 9. EXCAVATED MATERIAL FROM TRENCHES SHALL BE PLACED ON THE
IMF I uu UPGRADE SIDE OF THE TRENCH TO ALLOW MATERIAL TO ERODE INTO
° k
"a
® �! THE TRENCH. CONSTRUCTION MAINTENANCE AND REMOVAL OF ALL
I ' - 62S •• " EROSION CONTROL DEVICES ARE THE RESPONSIBILITY OF GRADING
NN aN, 6 D I " CONTRACTOR UNLESS OTHERWISE NOTED.
k I I I I ~I 0 10. THE EROSION CONTROL MEASURES SHOWN ON THIS DRAWING ARE
RECOMMENDED AT A MINIMUM. ACTUAL MEASURE NECESSARY FOR
OVIDE TE QRARY I aM CONTAINMENT OF RUN-OFF SHALL BE THE RESPONSIBILITY OF THE
SBl PH2 I I VERSI N"f CATC BASIN_" I CO o N°
1 � D IINAGE AREA I I `N I z Z o M CONTRACTOR AND BE FIELD VERIFIED.
W NT L FINAL LIFT, PAVED I O
8 la I Q 11. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE
"= REQUIRED BY A REPRESENTATIVE OF THE CITY ENGINEERING
DEPARTMENT.
620
p w 3 a 3°� -� a-°_' ��12. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER
I -
Ja- " � � ° '� �" � � , � I � "°�• THAN 10' REQUIRE ADEQUATE TERRACING.
TEM RY 13. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING
N CONSTRUCTION a N - - - w. I EXCEEDING ONE ACRE THAT WAS NOT PREVIOUSLY APPROVED.
� � �" ~
w � "„ENTRANCE 14. ON -SITE BURIAL PITS ARE NOT ALLOWED, UNLESS WRITTEN APPROVAL
$
IS RECEIVED FROM THE OWNER AND AN ON -SITE DEMOLITION LANDFILL
J I PERMIT IS RECEIVED FROM THE ZONING ADMINISTRATOR.
15. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION
- 9 I I I " 15 CONCRETE WASHOUT CONTROL PLAN IS A VIOLATION OF THE CITY/COUNTY EROSION
,? CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
NN
I T� out - 16. ALL "STD." NUMBERS REFER TO THE CHARLOTTE LAND DEVELOPMENT
N� I STANDARDS MANUAL.
M µ °NN
SILT FENCEITYP.)
m I SOIL KPILE AREA► i �, I 17. DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT
OF WAY MUST BE PRESENTED AT PRE -CONSTRUCTION MEETING.
4"IE�E' CS.FOILS-4"ECAST"STR TORE
ia SH T T
615 18. A PREWORK MEETING SHALL BE SCHEDULED WITH THE CITY INSPECTOR
"C UNDERD AI AND RI PRIOR TO CONSTRUCTION.
J. IN EEDER TO R IN SEALE LI o � ' - I 19. NCDEQ GENERAL PERMIT - NCGO10000 MUST BE OBTAINED FOLLOWING
SEDIMEN B SIN CON Q ION" $ a 610 $ I PLAN APPROVAL FROM THE CITY OF CHARLOTTE. THE GENERAL PERMIT
CAN BE OBTAINED THROUGH deq.nc.gov/ncg01
�r
a° I
20. LITTER, CONSTRUCTION DEBRIS, OILS, FUELS AND BUILDING PRODUCTS
WITH SIGNIFICANT POTENTIAL FOR IMPACT (SUCH AS STOCKPILES OF
♦ ?- ( I FRESHLY TREATED LUMBER) AND CONSTRUCTION CHEMICALS THAT
618 COULD BE EXPOSED TO STORM WATER MUST BE PREVENTED FROM
so 4 s 15c I w BECOMING A POLLUTANT SOURCE IN STORM WATER DISCHARGES.
I � �
l O INA(( \ (R:60ZI
PROP BERM ATE OF AHA DRIVE ♦ 61 i I �\IN:601.78
` 0 I 0• 1 GR: 606.94
IN'B RM TO REM N IN PLAC� UNTIL @ 99.7000.31
URB IS INS ALLED � "♦ �'� I � � INV.�599.70
SILT FENCE (TYP.) ' CCe BYPA S DRAINAGE AREA
I SEE S3EETC5.5 GENERAL NOTES
RAP APRON i ' _+ss _ TERjS -0-,, -
�
I
21. SHOW BMP MEASURES FOR CONCRETE TRUCK WASHOUT AREA, OR
ADD THE FOLLOWING NOTES:
CONCRETE TRUCKS SHALL NOT TYPICALLY BE WASHED OUT ON
SITE. IF CONCRETE TRUCK WASHOUT IS PERMITTED ON SITE,
COORDINATE LOCATION AND BMP'S WITH SITE INSPECTOR.
DO NOT DISPOSE OF CONCRETE TRUCK WASHOUT WASTE BY
DUMPING INTO A SANITARY SEWER, STORM DRAIN OR ONTO SOIL
OR PAVEMENT THAT CARRIES STORM WATER RUNOFF.
CONCRETE TRUCK WASHOUT SHALL BE DISPOSED OF IN
ACCORDANCE WITH THE FOLLOWING:
DESIGNATED AREA THAT WILL LATER BE BACKFILLED (SLURRY PIT)
DESIGNATED AREA WHERE CONCRETE WASH CAN HARDEN AND
BE DISPOSED OF AS SOLID WASTE.
LOCATION THAT IS NOT SUBJECT TO WATER RUNOFF, AND MORE
THAN 50 FEET AWAY FROM A STORM DRAIN, OPEN DITCH, OR
RECEIVING WATER WAY.
PUMP EXCESS CONCRETE IN CONCRETE PUMP BIN BACK INTO
CONCRETE MIXER TRUCK.
CONCRETE WASHOUT FROM CONCRETE PUMPER BINS CAN BE
WASHED INTO CONCRETE PUMPER TRUCKS AND DISCHARGED
INTO DESIGNATED WASHOUT AREA OR PROPERLY DISPOSED OF
OFFSITE.
22. ALL CHEMICAL SPILLS, OIL SPILLS, OR FISH KILLS MUST BE REPORTED TO
NCDENR - CALL THE 24-HOUR EMERGENCY RESPONSE LINE AT
1-800-858-0368.
23. TEMPORARY TOILET FACILITIES SHALL BE PROVIDED FOR ALL
CONSTRUCTION WORKERS AND SITE VISITORS IN ACCORDANCE WITH
2006 INTERNATIONAL PLUMBING CODE GENERAL REGULATIONS,
SECTION 311. PORTABLE FACILITIES SHALL BE PLACED ON LEVEL
GROUND AND AWAY FROM STORM DRAINAGE SYSTEMS (DITCHES,
CATCH BASINS, ETC.). DISPOSAL AND HANDLING OF SANITARY WASTE
MUST COMPLY WITH STATE AND LOCAL REQUIREMENTS.
24. FINAL GRADES FOR GRASSED AND LANDSCAPED AREAS SHALL REQUIRE
A MINIMUM OF 4-6" OF CLEAN TOP SOIL, FREE OF DEBRIS AND
CONTAMINANTS, AND PREFERABLY OF NATIVE ORIGIN.
25. SILT FENCE SHOWN OFFSET FROM LIMITS OF DISTURBANCE FOR
CLARIFICATION PURPOSES.
26. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLANS IS
A VIOLATION OF THE CITY/COUNTY EROSION CONTROL ORDINANCE
AND IS SUBJECT TO A FINE.
SITE INFO
CONSTRUCTION START DATE: OCTOBER 1, 2019
DISTURBED AREA: 1.90 ACRES
CONSTRUCTION SEQUENCE
1. CONTRACTOR SHALL MEET WITH THE EROSION CONTROL INSPECTOR
PRIOR TO COMMENCING WITH PHASE 2 EROSION CONTROL
MEASURES.
2. INSTALL REMAINING SILT FENCE, DIVERSION DITCHES AND OTHER
MEASURES SHOWN ON THE PHASE 2 PLANS, CLEARING ONLY AS
NECESSARY TO INSTALL THESE DEVICES.
3. CONTINUE MASS GRADING ACTIVITIES INCLUDING RETAINING WALL
CONSTRUCTION. AS THE SITE IS GRADED AND PADS ARE BUILT UP,
CONTRACTOR SHALL MINIMIZE THE AMOUNT OF STORM WATER
FLOWING OVER FILL SLOPES BY USING DIVERSION DITCHES AND SLOPE
DRAINS. DITCHES AND SLOPE DRAINS SHOWN ON THE PLANS DEPICT
THE REQUIRED DIVERSION DITCHES AND SLOPE DRAINS AT FINAL PAD
GRADE. ADDITIONAL MEASURES MAY BE NEEDED AS GRADING
PROGRESSES. CONTRACTOR SHALL LIMIT DRAINAGE AREAS FLOWING
TO THE PROPOSED BASIN TO THE MAXIMUM AREA THAT IS
DESIGNATED FOR THE BASIN. THIS SHALL BE ACCOMPLISHED BY
ADJUSTING THE PROPOSED DIVERSION DITCHES AS THE SITE IS
GRADED.
4. LIMIT CLEARING AND GRUBBING OF THE SITE TO AREAS THAT WILL BE
MASS GRADED. WHENEVER POSSIBLE, EXISTING VEGETATION SHALL
REMAIN IN PLACE TO PREVENT EROSION OF THE SITE.
5. CONSTRUCTION OF THE STREETS, THE ASSOCIATED UTILITIES,
INCLUDING LATERALS, TO BE COMPLETED AND INSPECTED.
6. RECONFIGURE SILT FENCE AS NECESSARY.
7. INSTALL INLET PROTECTION AND OTHER MEASURES AS SHOWN ON
PHASE 2 PLANS AS THE PROPOSED STORM SEWER SYSTEM IS
INSTALLED.
8. ALL AREAS THAT GO UNWORKED FOR 14 DAYS OR MORE MUST BE
STABILIZED IMMEDIATELY. STABILIZATION STANDARDS SHOULD BE
MAINTAINED THROUGHOUT THE CONSTRUCTION PROCESS.
9. STRIPPED TOPSOIL SHALL BE STOCKPILED IN DESIGNATED AREAS WITH
SILT FENCE PROVIDED AROUND THE PERIMETER OF THE STOCKPILE.
10. MAINTAIN AND ADJUST EROSION AND SEDIMENT CONTROL MEASURES
AS MASS GRADING PROGRESSES TO MAINTAIN PROPER EROSION AND
SEDIMENT CONTROL DEVICES AND STRUCTURES.
11. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN
PROPER EROSION AND SEDIMENT CONTROL.
12. STABILIZE THE SITE AS AREAS ARE BROUGHT TO GRADE.
13. INSPECT BMPS ONCE PER EVERY CALENDAR WEEK, PER THE NCDEQ
REQUIREMENTS. ALL INSPECTIONS AND REPORTING SHALL BE IN
COMPLIANCE WITH THE NCDEQ GENERAL PERMIT NCGO10000, LATEST
EDITION.
14. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE NC EROSION CONTROL AND SEDIMENT
CONTROL PLANNING DESIGN MANUAL, US DEPT. OF AGRICULTURE,
CITY OF CHARLOTTE EROSION CONTROL ORDINANCE, AND THE
CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL.
/ s� I I l I,\ I 1 1. ALL MATERIALS, CONSTRUCTION, AND PLANS ARE TO COMPLY WITH CURRENT CITY OF
i B FLE$ MI + a m MN CHARLOTTE AND NCDENR STANDARD SPECIFICATIONS AND DETAILS.
I 10-SPACING
59845rA) 2. CONTACT NORTH CAROLINA ONE CALL SERVICE @ 811 OR 800-632-4949 AND CITY OF
zz, c 1N:597.96(e) 1
�� � � • � '��5" SKI �ER�� oN` o�,e N I i "� I �ours9�si � CHARLOTTE, A MINIMUM OF 72 HOURS BEFORE DIGGING.
/ H" O IF E � q � 3 3. ANY SITE GRADING SHALL COMPLY WITH INTENT OF ORIGINAL DEVELOPMENT GRADING
NN NV. 06.00 AND DRAINAGE PLANS.
N N, N 4. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF
i 0 ' B THE CITY/COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
f f '"^• 's,. i§sz ' TM=60 .10
PKN � 5. THE CONTRACTOR SHALL VERIFY ALL EXISTING STRUCTURES PRIOR TO CONSTRUCTION. ALL
zN, N DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER.
BYPASS DRAINAGE AREA'" � LIMITS OF � � 0 � ' / I � 6. NO BMPS SHALL BE PLACED ON ADJACENT PROPERTY WITHOUT THE WRITTEN CONSENT OF
IN NU B'ER: 1 DISTURBANCE (TYP).,... 0 / THE PROPERTY OWNER AND THE CITY OF CHARLOTTE.
/ SEE SHEET CTS
\ PASE: l 2 IN / I 7. THE NCDENR EROSION CONTROL MANUAL AND CITY OF CHARLOTTE STANDARDS SHALL BE !f �ASIN TYP IMENT
USED AS A GUIDELINE FOR IMPLEMENTATION AND MAINTENANCE OF BMPS. THE
\ � �RAINAGE AREA: 1 C
I DISTURBE ARE: 1. 9 a / FOLLOWING BMPS:
Q1 4.8 CF / xN / • SURFACE ROUGHENING
\ \REQD. SURFACE AREA: ; 2,125 I . STABILIZED CONSTRUCTION ENTRANCE
\ IN, P` OV. SURFACE �REA: 1 2,506 S / / . SILT FENCE
\ 'N' READ. STORAGE VQL: \ 2,502 CF '11� " •••••• •1 - / • HARDWARE FABRIC AND STONE INLET PROTECTION
*00 V�STORAGE VW.- 15,808 CF '
\ N BO V: 606 0 / o / • CHECK DAMS
\ " " STORAGtfLE 609.40 N
/ • PERMANENT SEEDING TEMPORARY SEEDING
XI
w„ s' •
\ CLEAN OUT DVPTH: 0' . MULCHING
TOP OF BERM ELEY:
\ ". SKIMMER PIPE DIA-N` 1.5" IN, \� R/M%9.42 • SOD
�K11MER ORIFICE DIA: 1.0" o ou :601.10 8. SILT FENCE OFFSET FOR CLARIFICATION.
'� �, `'°•, RISERµfiO�ELEV:� 609.40 N" 11, "^ N,
RISER DIA: '5 4' X 5'-4" PRECAST PP
'N' CU DIA: 24 PE N'
y N", ,CbWERT LE 34-.Q5' N
V UP:- /
02.73 'N' t
,.,...... _ I N V N
BYPASS DRAINAGE AREA
SEE SHEET C5.5
`N / N,
� \ BYPS DRA AGE AR A
k EE SHEET C5
M q
GRAPHIC SCALE
30 0 15 30 60
( IN FEET )
1 inch = 30 ft.
SITE \;
N
LOCATION MAP
SCALE = 1"=1000' \
EROSION CONTROL LEGEND
_SF
SILT FENCE
SILT FENCE OUTLET
- -TD- - < -
TEMPORARY DIVERSION DITCH
TRIBUTARY AREA
Ion= W W moo=
LIMITS OF DISTURBANCE
ROCK CHECK DAM
INLET PROTECTION
0
ROCK PIPE INLET PROTECTION
CeB2
CECIL SANDY CLAY LOAM
MO
MONACAN LOAM
* * * 3 Days Before Digging
North Carolina 811
811 or1-800-632-4949
Remote Ticket Entry
http://nc811.org/remoteticketentry.htm
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STIPULATION FOR REUSE
THIS DRAWING WAS PREPARED FOR USE
ON A SPECIFIC SITE, SHARONBROOK
TOWNHOMES, SHARONBROOK DRIVE
CHARLOTTE, NC CONTEMPORANEOUSLY
WITH ITS ISSUE DATE ON 8/12/19. AND
IT IS NOT SUITABLE FOR USE ON A
DIFFERENT PROJECT SITE OR AT A LATER
TIME. USE OF THIS DRAWING FOR
REFERENCE OR EXAMPLE ON ANOTHER
PROJECT REQUIRES THE SERVICES OF
PROPERLY LICENSED ARCHITECTS AND
ENGINEERS. REPRODUCTION OF THIS
DRAWING FOR REUSE ON ANOTHER
PROJECT IS NOT AUTHORIZED AND MAY
BE CONTRARY TO THE LAW.
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MODIFICATION LOG
JOB NUMBER: C180060
CHECKED BY: BMF
DRAWN BY: CDA
DATE: 3-15-2019
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EROSION
CONTROL
PLAN PHASE 2
EEC C791

EROSION AND SEDIMENT CONTROL NOTES:
1. IF NECESSARY, SLOPES WHICH EXCEED EIGHT (8) FEET SHOULD BE
I t' -I ' § k`3 "\ \'�a' "'•m. I lNV6.0 I STABILIZED WITH SYNTHETIC OR VEGETATIVE MAT, IN ADDITION TO
b HYDROSEEDING. IT MAY BE NECESSARY TO INSTALL TEMPORARY SLOPE
J \CeB\ o III DRAINS DURING CONSTRUCTION. TEMPORARY BERMS MAY BE NEEDED
1 \ DAILY UNTIL THE SLOPE IS BROUGHT TO GRADE.
I l N T o I 2. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS
\I PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION
l I ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO
i I CASE MORE THAN FOURTEEN (14) DAYS AFTER WORK HAS CEASED, e \`�`� I EXCEPT AS STATED BELOW:
I
l \, I call ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND
i " I ALL SLOPES STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1)
M 0 I," I �o°j� I WITH LGROUND COVER ABE PROVIDED S SOON AS PRACTICABLE BUT INORARY OR PERMANENT ANY
ION
3Fy EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST
i \ ` e6 LAND -DISTURBING ACTIVITY. ALL OTHER DISTURBED AREAS SHALL
BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH
GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT
WITHIN 14 CALENDAR DAYS FROM THE LAST LAND -DISTURBING
y I I I ACTIVITY.
_SS_
y 3. ALL CUT AND FILL SLOPES AND CHANNEL SIDE SLOPES WHICH ARE NOT
JN oI TO BE PAVED SHALL BE SEEDED UNTIL A GOOD STAND OF GRASS IS
Q> OBTAINED IN ACCORDANCE WITH THE SEEDING SCHEDULE ON SHEET
y I o C7.13. ALL SEEDING WILL BE MULCHED.
�o III I 4. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED
9 I I EVERY SEVEN (7) DAYS AND WITHIN 24 HOURS AFTER EACH RAINFALL
I` OCCURRENCE THAT EXCEEDS ONE-HALF (0.5) INCH. IF SITE INSPECTIONS
y I I IDENTIFY BMPS THAT ARE DAMAGED OR NOT OPERATING EFFECTIVELY,
MAINTENANCE MUST BE PERFORMED AS SOON AS PRACTICABLE OR AS
\ I o3dro REASONABLY POSSIBLE AND BEFORE THE NEXT STORM EVENT
's, �� � ,� � � � °'� "° ka � � II �_ '�,. � •� WHENEVER PRACTICABLE.
AIMITS OF \ " " o� II
� '`'� � � �o � I � 5. IF WATER IS ENCOUNTERED WHILE TRENCHING, THE WATER SHOULD BE
�I� D�STURBANCE'�TYP.) •'`m, ''`"- "„" FILTERED TO REMOVE ANY SEDIMENTS BEFORE BEING PUMPED BACK
INTO ANY STORMWATER SYSTEMS, WATER COURSES AND WATERS OF
\ y \ i I I I I THE STATE (WOS) OR WATERS OF THE UNITED STATES (WOU.S.).
6. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED
3 / \ P Eo oR I DURING ALL PHASES OF CONSTRUCTION UNTIL THE COMPLETION OF
F /"� ' r ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN
STABILIZED. ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING
I SILT"FENC I I r I CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFFSITE
I wM Q II / SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES SHALL BE
��� ���a „1 �� I REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS
l 1 '15 � � t � ' I � � STABILIZED.
I rr wM 7. THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE
( - I -wa- w- "' TRACKING OF MUD ONTO PAVED ROADWAY FROM CONSTRUCTION
a NLET PROTECTION (WP'7.) S I I r
�I �%u �•„ v.,.�. � � AREAS AND THE GENERATION OF DUST. THE CONTRACTOR SHALL DAILY
i 1 I I' ISSMH - REMOVE MUD/SOIL FROM PAVEMENT, AS MAY BE REQUIRED.
� n
t } i •f"^" a ,. �. ,, "�•., °�, ,• '''?•� RIM 616.98
- -
I °° � ° ", ;; " � ., „•;,, I� 8. ALL CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT THE SITE VIA THE
CONSTRUCTION ENTRANCE.
° a ''„,,,. "�..," 'ay. •, "'„, " `''•' I� a D V..,614.46
13 N 9. EXCAVATED MATERIAL FROM TRENCHES SHALL BE PLACED ON THE
a I \ IMF I UPGRADE SIDE OF THE TRENCH TO ALLOW MATERIAL TO ERODE INTO
r tia'�
THE TRENCH. CONSTRUCTION MAINTENANCE AND REMOVAL OF ALL
EROSION CONTROL DEVICES ARE THE RESPONSIBILITY OF GRADING
D I CONTRACTOR UNLESS OTHERWISE NOTED.
I I PR DE TEMPO RY I4
12 I I I , I 10. THE EROSION CONTROL MEASURES SHOWN ON THIS DRAWING ARE
IVERSION TO CAfiCH,B SINS p ,
RECOMMENDED AT A MINIMUM. ACTUAL MEASURE NECESSARY FOR
SILT FENCE (TYP. I - - ` a UNTIL F AL LIFT IS VfD I I �M CONTAINMENT OF RUN-OFF SHALL BE THE RESPONSIBILITY OF THE
m
16 1$ Nm " CONTRACTOR AND BE FIELD VERIFIED.
z
e M
1 i' I 11 19 I 11. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE
REQUIRED BY A REPRESENTATIVE OF THE CITY ENGINEERING
m LIMNS O I I I I_" DEPARTMENT.
`DISTURBANCE ( P. I D .L d N '
3 a -� I """ N 12. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER
w.
THAN 10' REQUIRE ADEQUATE TERRACING.
13. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING
' I " 10 N - - - I o wo" I EXCEEDING ONE ACRE THAT WAS NOT PREVIOUSLY APPROVED.
S w I, 14. ON -SITE BURIAL PITS ARE NOT ALLOWED, UNLESS WRITTEN APPROVAL
Street) I IS RECEIVED FROM THE OWNER AND AN ON -SITE DEMOLITION LANDFILL
ee°
PERMIT IS RECEIVED FROM THE ZONING ADMINISTRATOR.
�qi15. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION
\ ° CONTROL PLAN IS A VIOLATION OF THE CITY/COUNTY EROSION
CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
"° m...
ou - 16. ALL "STD." NUMBERS REFER TO THE CHARLOTTE LAND DEVELOPMENT
STANDARDS MANUAL.
cl
R ° I I 17. DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT
SIN
OF WAY MUST BE PRESENTED AT PRE -CONSTRUCTION MEETING.
I 5 4
18. A FIREWORK MEETING SHALL BE SCHEDULED WITH THE CITY INSPECTOR
PRIOR TO CONSTRUCTION.
4 a S # � S I 19. NCDEQ GENERAL PERMIT - NCGO10000 MUST BE OBTAINED FOLLOWING
PLAN APPROVAL FROM THE CITY OF CHARLOTTE. THE GENERAL PERMIT
° m
_ t � � � � � � ° �i � � �°° � � '�° . j� 0 CAN BE OBTAINED THROUGH deq.nc.gov/ncg01
[ I I 20. LITTER, CONSTRUCTION DEBRIS, OILS, FUELS AND BUILDING PRODUCTS
f
WITH SIGNIFICANT POTENTIAL FOR IMPACT (SUCH AS STOCKPILES OF
µ ♦ ?- ° 4 'I FRESHLY TREATED LUMBER) AND CONSTRUCTION CHEMICALS THAT
COULD BE EXPOSED TO STORM WATER MUST BE PREVENTED FROM
c
r
BECOMING A POLLUTANT SOURCE IN STORM WATER DISCHARGES.
f u° ES T C5.0
eA/IyjH�w 0R
'Dill
♦ \
�• GR: 606.94
�36 IN: 601.78
OUT.'600.31
Y ,`' X # r'' ♦ y T 1 I t \ INV."599.70
61
"E C - I 3 GENERAL NOTES
.,. SIB ENCE'�TYP.) \ s -+55 - TERj, -0-55 -
21. SHOW BMP MEASURES FOR CONCRETE TRUCK WASHOUT AREA, OR
ADD THE FOLLOWING NOTES:
CONCRETE TRUCKS SHALL NOT TYPICALLY BE WASHED OUT ON
SITE. IF CONCRETE TRUCK WASHOUT IS PERMITTED ON SITE,
COORDINATE LOCATION AND BMP'S WITH SITE INSPECTOR.
DO NOT DISPOSE OF CONCRETE TRUCK WASHOUT WASTE BY
DUMPING INTO A SANITARY SEWER, STORM DRAIN OR ONTO SOIL
OR PAVEMENT THAT CARRIES STORM WATER RUNOFF.
CONCRETE TRUCK WASHOUT SHALL BE DISPOSED OF IN
ACCORDANCE WITH THE FOLLOWING:
DESIGNATED AREA THAT WILL LATER BE BACKFILLED (SLURRY PIT)
DESIGNATED AREA WHERE CONCRETE WASH CAN HARDEN AND
BE DISPOSED OF AS SOLID WASTE.
LOCATION THAT IS NOT SUBJECT TO WATER RUNOFF, AND MORE
THAN 50 FEET AWAY FROM A STORM DRAIN, OPEN DITCH, OR
RECEIVING WATER WAY.
PUMP EXCESS CONCRETE IN CONCRETE PUMP BIN BACK INTO
CONCRETE MIXER TRUCK.
CONCRETE WASHOUT FROM CONCRETE PUMPER BINS CAN BE
WASHED INTO CONCRETE PUMPER TRUCKS AND DISCHARGED
INTO DESIGNATED WASHOUT AREA OR PROPERLY DISPOSED OF
OFFSITE.
22. ALL CHEMICAL SPILLS, OIL SPILLS, OR FISH KILLS MUST BE REPORTED TO
NCDENR - CALL THE 24-HOUR EMERGENCY RESPONSE LINE AT
1-800-858-0368.
23. TEMPORARY TOILET FACILITIES SHALL BE PROVIDED FOR ALL
CONSTRUCTION WORKERS AND SITE VISITORS IN ACCORDANCE WITH
2006 INTERNATIONAL PLUMBING CODE GENERAL REGULATIONS,
SECTION 311. PORTABLE FACILITIES SHALL BE PLACED ON LEVEL
GROUND AND AWAY FROM STORM DRAINAGE SYSTEMS (DITCHES,
CATCH BASINS, ETC.). DISPOSAL AND HANDLING OF SANITARY WASTE
MUST COMPLY WITH STATE AND LOCAL REQUIREMENTS.
24. FINAL GRADES FOR GRASSED AND LANDSCAPED AREAS SHALL REQUIRE
A MINIMUM OF 4-6" OF CLEAN TOP SOIL, FREE OF DEBRIS AND
CONTAMINANTS, AND PREFERABLY OF NATIVE ORIGIN.
25. SILT FENCE SHOWN OFFSET FROM LIMITS OF DISTURBANCE FOR
CLARIFICATION PURPOSES.
26. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLANS IS
A VIOLATION OF THE CITY/COUNTY EROSION CONTROL ORDINANCE
AND IS SUBJECT TO A FINE.
SITE INFO
CONSTRUCTION START DATE: OCTOBER 1, 2019
DISTURBED AREA: 1.90 ACRES
CONSTRUCTION SEQUENCE
1. CONTRACTOR SHALL MEET WITH THE EROSION CONTROL INSPECTOR
PRIOR TO COMMENCING WITH PHASE 3 EROSION CONTROL
MEASURES.
2. INSTALL REMAINING SILT FENCE, DIVERSION DITCHES AND OTHER
MEASURES SHOWN ON THE PHASE 3 EROSION CONTROL PLANS,
CLEARING ONLY AS NECESSARY TO INSTALL THESE DEVICES.
3. TOWNHOME CONSTRUCTION SHALL COMMENCE. CONTRACTOR TO
INSTALL ADDITIONAL EROSION CONTROL MEASURES FOR THE
INDIVIDUAL TOWNHOME CONSTRUCTION.
4. FINALIZE GRADING ACTIVITIES.
5. LIMIT CLEARING AND GRUBBING OF THE SITE TO AREAS THAT WILL BE
MASS GRADED. WHENEVER POSSIBLE, EXISTING VEGETATION SHALL
REMAIN IN PLACE TO PREVENT EROSION OF THE SITE.
6. ALL AREAS THAT GO UNWORKED FOR 14 DAYS OR MORE MUST BE
STABILIZED IMMEDIATELY. STABILIZATION STANDARDS SHOULD BE
MAINTAINED THROUGHOUT THE CONSTRUCTION PROCESS.
7. MAINTAIN AND ADJUST EROSION AND SEDIMENT CONTROL MEASURES
AS MASS GRADING PROGRESSES TO MAINTAIN PROPER EROSION AND
SEDIMENT CONTROL DEVICES AND STRUCTURES.
8. STABILIZE THE SITE AS AREAS ARE BROUGHT TO GRADE.
9. COORDINATE WITH THE EROSION CONTROL INSPECTOR PRIOR TO
REMOVAL OF EROSION CONTROL MEASURES. UPON INSPECTOR'S
APPROVAL, CONTRACTOR IS TO REMOVE ALL EROSION CONTROL
MEASURES, INCLUDING ANY APPROVED SEDIMENT BASINS.
10. CONVERSION OF SEDIMENT BASIN TO PERMANENT STORMWATER
BASIN TO BE COMPLETED PER APPROVED CONSTRUCTION PLANS.
BRING AREAS OUTSIDE OF PERMANENT STORMWATER BASIN,
PREVIOUSLY OCCUPIED BY SEDIMENT BASINS TO ASSOCIATED
GRADING, TO FINISHED GRADE OR WHERE APPLICABLE, BACK TO THE
APPROXIMATE EXISTING GRADE AND REPLANTED.
11. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE NC EROSION CONTROL AND SEDIMENT
CONTROL PLANNING DESIGN MANUAL, US DEPT. OF AGRICULTURE,
CITY OF CHARLOTTE EROSION CONTROL ORDINANCE, AND THE
CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL.
12. WHEN VEGETATION IS ESTABLISHED, CALL FOR FINAL SITE INSPECTION
AND FILE A NOTICE OF TERMINATION WITH THE CITY OF
CHAR LOTTE/NCID EQ.
1 1. ALL MATERIALS, CONSTRUCTION, AND PLANS ARE TO COMPLY WITH CURRENT CITY OF
P m ¢¢S.MH CHARLOTTE AND NCDENR STANDARD SPECIFICATIONS AND DETAILS.
l8M:606.41
N:598.45(A) 2. CONTACT NORTH CAROLINA ONE CALL SERVICE @ 811 OR 800-632-4949 AND CITY OF
�N �W NS97.96(CHARLOTTE, A MINIMUM OF 72 HOURS BEFORE DIGGING.
} ,�" f � U,,..4 „� •� o I I � OUT.•597.51
R eqy I 3. ANY SITE GRADING SHALL COMPLY WITH INTENT OF ORIGINAL DEVELOPMENT GRADING
AND DRAINAGE PLANS.
i 4. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF
THE CITY/COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
M=60 .10
f PKN 5. THE CONTRACTOR SHALL VERIFY ALL EXISTING STRUCTURES PRIOR TO CONSTRUCTION. ALL
CeB2/" ' DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER.
" ' / I 6. NO BMPS SHALL BE PLACED ON ADJACENT PROPERTY WITHOUT THE WRITTEN CONSENT OF
y I LIMITS OF /N / THE PROPERTY OWNER AND THE CITY OF CHARLOTTE.
\ r DISTURBANCE (TYP.) / 7. THE NCDENR EROSION CONTROL MANUAL AND CITY OF CHARLOTTE STANDARDS SHALL BE
USED AS A GUIDELINE FOR IMPLEMENTATION AND MAINTENANCE OF BMPS. THE
/ FOLLOWING BMPS:
i \ \xI / • SURFACE ROUGHENING
/ • STABILIZED CONSTRUCTION ENTRANCE
\ / • SILT FENCE
\ / / • HARDWARE FABRIC AND STONE INLET PROTECTION
! " / • CHECK DAMS
\ # • TEMPORARY SEEDING
k 3N,w„ s / # • PERMANENT SEEDING
"Y 160
• MULCHING
M9.41 # • SOD
ouz.zo 8. SILT FENCE OFFSET FOR CLARIFICATION.
pp
\ EE I /
u .,4 E`
I
CONSTRUCTION
ENTRANCE ON HIGH
SIDE OF BUILDING
SITE \;
N
LOCATION MAP
SCALE = 1"=1000' \
EROSION CONTROL LEGEND
_SF
SILT FENCE
SILT FENCE OUTLET
- -TD- - < -
TEMPORARY DIVERSION DITCH
TRIBUTARY AREA
NSA= W W moo=
LIMITS OF DISTURBANCE
ROCK CHECK DAM
INLET PROTECTION
0
ROCK PIPE INLET PROTECTION
CeB2
CECIL SANDY CLAY LOAM
MO
MONACAN LOAM
BACK OF CURB
TOWNHOME VERTICAL CONSTRUCTION EROSION CONTROL
SCALE: 1" = 30'
GRAPHIC SCALE
30 0 15 30 60
( IN FEET )
1 inch = 30 ft.
* * * 3 Days Before Digging
North Carolina 811
811 or1-800-632-4949
Remote Ticket Entry
http://nc811.org/remoteticketentry.htm
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STIPULATION FOR REUSE
THIS DRAWING WAS PREPARED FOR USE
ON A SPECIFIC SITE, SHARONBROOK
TOWNHOMES, SHARONBROOK DRIVE
CHARLOTTE, NC CONTEMPORANEOUSLY
WITH ITS ISSUE DATE ON 8/12/19. AND
IT IS NOT SUITABLE FOR USE ON A
DIFFERENT PROJECT SITE OR AT A LATER
TIME. USE OF THIS DRAWING FOR
REFERENCE OR EXAMPLE ON ANOTHER
PROJECT REQUIRES THE SERVICES OF
PROPERLY LICENSED ARCHITECTS AND
ENGINEERS. REPRODUCTION OF THIS
DRAWING FOR REUSE ON ANOTHER
PROJECT IS NOT AUTHORIZED AND MAY
BE CONTRARY TO THE LAW.
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MODIFICATION LOG
JOB NUMBER: C180060
CHECKED BY: BMF
DRAWN BY: CDA
DATE: 3-15-2019
1,99£-0 # N&A
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EROSION
CONTROL
PLAN PHASE 3
EEC C792

I��l�i�I►1�Z�7_l�
PERSPECTIVE VIEW
PVC VENT
PVC ELBOW PIPE
"C" ENCLOSURE
TFR ENTRY UNIT
SCHEDULE 40
PVC PIPE
STEEL
WIRE FENCING -
(IF APPLICABLE)
WOVEN FILTER FABRIC-
4' MAX.
:L POST
DWARE CLOTH
WASHED STONE
(NCDOT #5 OR #57)
ANCHOR SKIRT:
EXCAVATE TRENCH
AND COMPACT
BACKFILL
WATER SURFACE
°° °° PVC END CAP
°
PVC PIPE
1/2" HOLES IN
N
GENERAL NOTES:
MAINTENANCE NOTES:
PVC TEE UNDERSIDE
%
5 1
G(N
ORIFICE
PVC TEE PLATE
1. SEDIMENT FILTER OUTLET AND HARDWARE CLOTH SHALL BE 16 INCHES HIGH BUT NO
1. FILTER OUTLETS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY OR
HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING
���N•
TALLER THAN 15 INCHES.
PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
2. HARDWARE CLOTH SHALL BE ANCHORED TO THE STEEL POSTS SECURELY USING
FLEXIBLE
APPROPRIATE ANCHORS. HARDWARE CLOTH SHALL BE KEYED IN A MINIMUM OF 12 INCHES
2. THE STONE SHALL BE REPLACED PROMPTLY AFTER ANY EVENT THAT HAS CLOGGED
HOSE
SCHEDULE 40
IN LENGTH AND BACKFILLED PROPERLY AS SHOWN IN ABOVE DETAIL. HARDWARE CLOTH TO
OR REMOVED IT.
PVC PIPE
BE SAME AS STD. #30.09 (19 GAUGE 1/4" SPACING).
e
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH HALF THE HEIGHT
3. POSTS SHALL BE NO MORE THAN 4 FEET APART.
OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT
FENCE OUTLET IS REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING
4. SITE OUTLETS AT ANY POINT SMALL CONCENTRATED FLOWS ARE ANTICIPATED AND AT THE
GRADE, PREPARED AND SEEDED.
DIRECTION OF THE INSPECTOR.
END VIEW FRONT VIEW
SCHEMATIC OF SKIMMER TAKEN FROM PENNSYLVANIA EROSION AND SEDIMENT POLLUTION CONTROL MANUAL, MARCH 2O00.
"H" REFERS TO THE HEIGHT FROM INVERT OF FLEXIBLE HOSE ON SKIMMER TO THE INVERT OF THE PRIMARY SPILLWAY.
CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS SKIMMER
CHARLOTTE. INCLUDES CHARLOTTE ETJ
\II,
���\l�llllllllllllllllllllllilllll :;_--"�-_�'-_�'_ _��I�I��
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i1=11=11=�
\`\ II.I II II II III II II=11 �1�
IIIIIIIIIIIIIIIIIIIII���I;II;�I '• � n llll;;ll°�'
_ uul
NOT TO SCALE
30.021311
SEDIMENT PIT
NOT REQUIRED IF BASIN
IS LOCATED DOWNSTREAM
OF PIPE OUTLET.
(VOLUME PER CLDS 30.1:
EXTEND TO EDGE OF DISTURBANCE
CONSTRUCTION SPECIFICATIONS:
1. THE TOP OF THE EARTH DIKE OVER THE INLET PIPE AND THOSE 4. THE SOIL AROUND AND UNDER THE INLET PIPE AND ENTRANCE
DIKES CARRYING WATER TO THE PIPE SHALL BE AT LEAST 1.5 FEET SECTION SHALL BE HAND TAMPED IN 4" LIFTS TO THE TOP OF
HIGHER AT ALL POINTS THAN THE TOP OF THE INLET PIPE. THE EARTH DIKE.
2. THE PIPE SHALL BE FLEXIBLE WITH WATER TIGHT CONNECTING 5. FOLLOW-UP INSPECTION AND ANY NEEDED MAINTENANCE SHALL
BANDS. FLEXIBLE PIPE SHOULD BE STAKED ON EITHER SIDE. BE PERFORMED AFTER EACH STORM BY THE FINANCIALLY RESPONSIBLE
3. A RIP RAP APRON SHALL BE PROVIDED AT THE OUTLET, IF PARTY OR HIS AGENT.
EMPTYING INTO A DISTURBED AREA. 6. OUTLET PIPE SHOULD BE TAKEN OVER OR THROUGH ANY SILT FENCE,
TAKING CARE NOT TO VOID THE EFFECTIVENESS OF THE SILT FENCE.
NOT TO SCALE
CITY OF CHARLOTTE
Ob LAND DEVELOPMENT STANDARDS
401
CHARIXHIM1. INCLUDES CHARLOTTE ETJ
SEDIMENT BASIN
DESIGN CRITERIA
DRAINAGE
AREA
>10 AC.
(ACRES)
<100 AC.
MIN.
LENGTH TO
WIDTH RATIO
2:1
MAX.
LENGTH TO
6:1
WIDTH RATIO
MIN.
1800
VOLUME
(CU. FT.
REQUIRED
PER AC.
DISTURBED)
435
SURFACE
(SQ_ FT,
AREA
PER CFS
REQUIRED
010)
PLAN VIEW
INFLOW
AVERAGE AREA*
WIDTH - LENGTH
• AREA OF BASIN WATER
SURFACE AT TOP OF PRIMARY
SPILLWAY
CROSS-SECTION VIEW
INFLOW
DEWATERING
ZONE ----- -
FILTER FABRIC
CLEANOUT
DEPTH
DATA BLOCK (H/2)
SEE BELOW
CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
INCLUDES CHARLOTTE ETJ
DATA BLOCK
FLEXIBLE PIPE SLOPE DRAIN
BAFFLES PER
LENGTH
10,
MINN.
SKIMMER
DEWATERING
DEVICE
-RIP RAP BERM; SEE NOTE #3
1' FREEBOARD
6" MAX. DEPTH OF FLOW
OVER EMERGENCY SPILLWAY
MIN. 1'
PRIMARY SPILLWAY (RISER)
MIN.
II
30.04
NOTES:
1.
REFER TO NCESCPDM
SECTION #6.61 FOR
ADDITIONAL DESIGN
SPECIFICATIONS REGARDING
SEDIMENT BASINS.
2.
REFER TO STD. #30.19
FOR BAFFLE SPACING AND
INSTALLATION.
3.
FIRST BAFFLE IS TO BE
CONSTRUCTED OF RIP -RAP.
- -- --
WITH A MIN. HEIGHT OF 3'
-
AND MIN. TOPWIDTH OF 2'.
- 4.
TURBIDITY CURTAIN (CLDS
RISER
#30.23) MAY BE USED IN
LIEU OF POROUS BAFFLES
(CLDS #30.19).
5.
FLASHBOARD RISER NOT
PERMITTED FOR USE IN
THE CITY OF CHARLOTTE
L=20' 6.
SKIMMER INVERT ELEVATION
MIN.
= BASIN BOTTOM + 1'
MIN.
7.
H = SPILLWAY ELEVATION
- SKIMMER INVERT
ELEVATION
W
EMBANKMENT
rT
1' SEDIMENT BAFFLE H X 1.5
STORAGE
(5 MIN.)
Z
SEDIMENT BASIN
- EMERGENCY
SPILLWAY
SPECIFY SEEPAGE
CONTROL MEASURES
NOT TO SCALE
30.0
PHASE
BASIN
DRAINAGE
AREA
(ACRES)
DENUDED
AREA
(ACRES)
Q10
(CFS)
BASIN VOLUME
SURFACE AREA
CLEANOUT
DEPTH H/2
(FT)
H
(FT)
Z
(FT)
L
(FT)
T
(FT)
W
(FT)
SKIMMER
PIPE
DIA.
SKIMMER
ORIFICE
DIA.
REQUIRED
(CF)
PROVIDED
(CF)
REQUIRED
(SF)
PROVIDED
(SF)
1
1
1.39
1.39
4.89
2,502
5,512
2,125
2,352
1.7
3.40
5
75
1.6
10
1.5
1.00
2
1 1
1 1.39
1 1.39
1 4.89
1 2,502
6,808
2,125
2,506
1 1.7
13.40,
5
1 105
1 1.6
1 10
1 1.5
1 1.00
STAKES
B'° .A wq .war o• Q. °O��e,�.� ...°. o ,..-o
SPECIFIC APPLICATION:
THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY
FLOWS ARE EXPECTED AND WHERE OVERFLOW CAPACITY IS
NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE.
NOT TO SCALE
• CITY OF CHARLOTTE SILT FENCE CITY OF CHARLOTTE BLOCK AND GRAVEL
LAND DEVELOPMENT STANDARDS LAND DEVELOPMENT STANDARDS
�MTE- INCLUDES CHARLOTTE ETJ OUTLET 30.06C 15 INCLUDES CHARLOTTE ETJ STONE INLET PROTECTION
NOTE:
1. DITCH SHOULD HAVE LONGITUDINAL SLOPE OF 1%.
2. SILT FENCE MAY BE REQUIRED BEHIND BERM
NOT TO SCALE
CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS TEMPORARY SILT DITCH
CHARLCITM
INCLUDES CHARIATTE ETJ 130.05115,
GENERAL NOTES:
1. AREA UNDER EMBANKMENT SHALL BE CLEARED, GRUBBED, AND STRIPPED OF ANY VEGETATION AND ROOT MATERIAL. THE BASIN AREA SHALL BE CLEARED.
2. THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER WOODY VEGETATION AS WELL AS OVERSIZED STONES, ROCKS,
ORGANIC MATERIAL OR OTHER OBJECTIONABLE MATERIAL THE EMBANKMENT SHALL BE COMPACTED BY TRAVERSING WITH EQUIPMENT WHILE BEING
CONSTRUCTED. SPILLWAYS SHOULD NOT BE CONSTRUCTED THROUGH FILL SECTIONS. ALL SPILLWAYS SHOULD BE LINED AND/OR RIPRAPPED.
3. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO DEPTH SHOWN ON STANDARD.
REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA IN SUCH A MANNER THAT IT WILL NOT ERODE.
4. THE TRAP SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NECESSARY.
5. CONSTRUCTION OPERATION SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION IS MINIMIZED.
6. ALL CUT AND FILL SLOPES SHALL BE 2:1 OR FLATTER, UNLESS CERTIFIED BY REGISTERED GEOTECHICAL ENGINEER.
7, SEDIMENT BASIN EMBANKMENTS SHOULD BE PROVIDED WITH EROSION CONTROL AND STABILIZATION.
B. STORAGE AREA MAY BE CONSTRUCTED IN ANY SHAPE PROVIDED THE MINIMUM STORAGE VOLUME REQUIREMENT IS MET. THE BASIN SHOULD
ALSO BE ORIENTED SUCH THAT THE FILTER AND THE MAIN FLOW OF WATER AND SEDIMENT ARE ON OPPOSITE ENDS ON THE LONGER BASIN
DIMENSIONS.
9. THE LENGTH OF THE STONE OUTLET (SPILLWAY) IS TO BE BASED ON A 10 YEAR STORM.
10. WHENEVER TOPOGRAPHY ALLOWS, THE BASIN LENGTH SHOULD BE TWICE (2X) THE BASIN WIDTH, TO ALLOW FOR SETTUNG.
BAFFLES SHALL BE INSTALLED IN ALL BASINS.
11. CLEANOUT STAKES SHALL BE PLACED IN ALL SEDIMENT BASINS AT THE LOW POINT IN THE BASIN. THE STAKES SHALL BE MARKED
SHOWING THE HALF FULL, CLEANOUT POINT, OF THE BASIN.
12. SAFETY FENCING 3' HIGH SHOULD BE PLACED AROUND ALL SEDIMENT BASINS.
13. FOR DESIGN OF SEDIMENT BASINS, REFER TO THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES,
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL
14. FOR SLOPES GREATER THAN 10' IN LENGTH AND PROTECTED BY SILT FENCE AT THE TOE OF THE SLOPE, SLOPE TERRACING WILL BE REQUIRED.
15. THE BERM ON SEDIMENT BASINS SHALL BE SEEDED ONCE FINAL GRADE HAS BEEN REACHED. THE SILT FENCE MAY BE REMOVED IF PERMISSION
HAS BEEN GRANTED BY THE CITY LAND DEVELOPMENT INSPECTOR AFTER THE GRASS HAS GERMINATED AND STABLE GROUND HAS BEEN
ESTABLISHED.
16. WASHED STONE AND WIRE BACKING SHALL BE USED WITH SILT FENCE WHENEVER SILT FENCE IS PLACED AT
THE TOE OF A SLOPE >10' VERTICAL OR ALONG ANY CHANNEL OR WATER COURSE
CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS GENERAL NOTES -SEDIMENT BASINS
INCLUDES CHARIATTE ETJ
30.03 B 115
6' MAX.
WOVEN FILTER FABRIC
0
I
N
STEEL POST
z FILTER FABRIC
n w� � FLOW yv
4�
8' _
7\\-ANCHOR SKIRT
NOT TO SCALE
30.07
EXCAVATE
TRENCH AND
COMPACT
BACKFILL
GENERAL NOTES:
1. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF
MORE THAN 30 DAYS.
2. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE SELF -FASTENER ANGLE STEEL
TYPE.
MAINTENANCE NOTES:
3. TURN SILT FENCE UP SLOPE AT ENDS.
1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY
OR HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING
4. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING IS
PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
ADJACENT TO SWIM BUFFERS, STREAMS OR WETLANDS (REFER TO SWIM BUFFER
GUIDELINES). THE COLOR ORANGE IS RESERVED FOR VISUAL IDENTIFICATION OF
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END
ENVIRONMENTALLY SENSITIVE AREAS.
OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE
FABRIC SHALL BE REPLACED PROMPTLY.
5. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE.
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH APPROX. HALF
6. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA
THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE
EXISTING GRADE, PREPARED AND SEEDED.
7. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR OTHER
AREAS OF CONCENTRATED FLOW.
CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
CHARLOTTE. INCLUDES CHARLOTTE ETJ
TEMPORARY SILT FENCE
NOT TO SCALE
30.06A 115
1. ON -SITE BURIAL PITS REQUIRE AN ON -SITE DEMOLITION LANDFILL PERMIT FROM THE ZONING ADMINISTRATOR.
2. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE CITY/COUNTY 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
CITY/COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECTTO A FINE.
4. ALL PERIMETER DIKES. SWALES. DITCHES. PERIMETER SLOPES. AND ALL SLOPES STEEPER THAN 3 HORIZONTAL TO
VERTICAL (3: 1) SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS
PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY. ALL OTHER
DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS
PRACTICABLE BUT IN ANY EVENT WITHIN 5 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY.
5. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF THE CITY OF CONCORD.
6. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN 10' REQUIRE ADEQUATE TERRACING
7. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE ACRE THAT WAS NOT PREVIOUSLY
APPROVED.
8. DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF WAY MUST BE PRESENTED AT PRE
-CONSTRUCTION MEETING.
9. TEMPORARY ROCK CHECK DAMS SHALL BE PLACED AT 100' ON CENTER MAXIMUM.
CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE CURRENT VERSION OF THESE
SPECIFICATIONS AND CONSTRUCTING ALL SITE IMPROVEMENTS IN ACCORDANCE
WITH THE CURRENT SPECIFICATIONS.
SOIL TYPES: MO, Ce132
TOTAL PROJECT AREA: 1.94 AC
TOTAL DENUDED AREA: 1.90 AC
FOR EROSION CONTROL PURPOSES ONLY!
* * * 3 Days Before Digging
North Carolina 811
811 or1-800-632-4949
Remote Ticket Entry
http://nc8l l.org/remoteticketentry.htm
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STIPULATION FOR REUSE
THIS DRAWING WAS PREPARED FOR USE
ON A SPECIFIC SITE, SHARONBROOK
TOWNHOMES, SHARONBROOK DRIVE
CHARLOTTE, NC CONTEMPORANEOUSLY
WITH ITS ISSUE DATE ON 8/12/19. AND
IT IS NOT SUITABLE FOR USE ON A
DIFFERENT PROJECT SITE OR AT A LATER
TIME. USE OF THIS DRAWING FOR
REFERENCE OR EXAMPLE ON ANOTHER
PROJECT REQUIRES THE SERVICES OF
PROPERLY LICENSED ARCHITECTS AND
ENGINEERS. REPRODUCTION OF THIS
DRAWING FOR REUSE ON ANOTHER
PROJECT IS NOT AUTHORIZED AND MAY
BE CONTRARY TO THE LAW.
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MODIFICATION LOG
JOB NUMBER: C180060
CHECKED BY: BMF
DRAWN BY: CDA
DATE: 3-15-2019
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EROSION
CONTROL
DETAILS
SHEET: C793

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GENERAL NOTES:
1. UNIFORMLY GRADE A SHALLOW
DEPRESSION APPROACHING THE
INLET.
2. DRIVE 5-FOOT STEEL POSTS 2 FEET
INTO THE GROUND SURROUNDING THE
INLET. SPACE POSTS EVENLY AROUND
THE PERIMETER OF THE INLET, A
MAXIMUM OF 4 FEET APART.
3. SURROUND THE POSTS WITH WIRE
MESH HARDWARE CLOTH. SECURE
THE WIRE MESH TO THE STEEL
POSTS AT THE TOP, MIDDLE, AND
BOTTOM. PLACING A 2-FOOT FLAP
NCDOT #5 OR #57
OF THE WIRE MESH UNDER THE
WASHED STONE -
GRAVEL FOR ANCHORING IS
RECOMMENDED.
4. PLACE CLEAN GRAVEL (NC DOT #5
OR #57 STONE) ON A 2:1 SLOPE
WITH A HEIGHT OF 16 INCHES
-
AROUND THE WIRE, AND SMOOTH TO
AN EVEN GRADE.
5. ONCE THE CONTRIBUTING DRAINAGE
AREA HAS BEEN STABILIZED, REMOVE
NCDOT #5 OR #57
ACCUMULATED SEDIMENT, AND
WASHED STONE
ESTABLISH FINAL GRADING
ELEVATIONS.
6. COMPACT THE AREA PROPERLY AND
STABILIZED IT WITH GROUNDCOVER.
CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
INCLUDES CHARLOTTE ETJ
SECTION
CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
CtLOLOTTE INCLUDES CHARLOTTE ETJ
4'-0" MAX. SPACING
(TYPICAL)
FL W
4' MAX.
,-19-GAUGE HARDWARE CLOTH
2'
FILTERED
NOT TO SCALE
HARDWARE CLOTH AND GRAVEL
INLET PROTECTION ST . N0. RI
30.09 1
NOTES:
1. INLET MAINTENANCE SHALL BE DOCUMENTED IN PROJECT LOG BOOK.
2. FILTER TYPES SHALL BE APPROVED BY THE CITY INSPECTOR PRIOR
TO INSTALLATION.
3. FILTER BAGS MAY BE REMOVED WHEN SITE IS STABILIZED AT THE
DIRECTION OF THE ENGINEER.
4. FILTER BAGS SHALL BE REMOVED PRIOR TO STREET ACCEPTANCE
AND/OR CLOSE OUT OF GRADING PERMIT.
5. FILTER BAGS SHALL BE CLEANED OR REPLACED ON A REGULAR
BASIS (NOT BE MORE THAN HALF FULL AT ANY TIME).
6. FILTER BAGS MAY BE INSTALLED IN EXISTING CITY OR NCDOT ROADS
AS LONG AS STORM DRAINAGE IS NOT IMPEDED.
GRATE
1' REBAR FOR BA
REMOVAL FROM INLET
FILTER BAG DEFLECTOR REQUIRED WHEN USED ON
EXISTING MAINTAINED STREETS.
DUMP LOOPS DEFLECTOR SHALL BE PLACED SUCH THAT
rrr WILL NOT COMPLETELY OBSTRUCT STORM
WATER FLOW FROM ENTERING VIA THE CURB
OPENING. ENSURE NO MORE THAN 25% OF
1 CURB OPENING IS OBSTRUCTED.
CATCH BASIN I 1
Ir ~ OUTLET
INSTALLATION
NOT TO SCALE
CATCH BASIN INLET PROTECTION
30.15 13.,
25X
AREA
•� ��l��iSwo
l0l5�0i�1"
�
/ EARTH RM
� ee
X�
\X- X/
700 g/m2 5' STEEL
COIR FABRIC
OR EQUIVALENT
Fl
6' X 6' TRENCH
BACKFILL AND COMPA(
FENCE AND FABRIC
BURIED IN TRENCH
CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
CILMILOM INCLUDES CHARLOTTE ETJ
T ZONE 25X
SURFACE AREA
INLET ZONE 25%
GENERAL NOTES:
OF SURFACE AREA
1.
DRIVE 5' STEEL POST AT LEAST
OUTLET ZONE 25%
24" INTO SOLID GROUND.
OF SURFACE AREA
2.
USE STAPLES 1' APART
\
HORIZONTALLY AND VERTICALLY
TO ATTACH THE FILTER FABRIC
TO THE WIRE FENCE.
X
1
3.
MINIMUM BAFFLE SPACING IS 10'.
X
4.
THE FLOOR OF THE BASIN IN
THE OUTLET ZONE AND BERMS
SHOULD BE SEEDED
u
IMMEDIATELY AFTER THE BASIN
IS CONSTRUCTED.
5.
REFER TO NCESCPDM SECTION
X
#6.65 FOR ADDITIONAL
SPECIFIATIONS.
ouT�er D c
N
BAFFLE INSTALLATION
a
NOT TO SCALE
30.1911
GENERAL NOTES:
1. RIPRAP SIZE TO BE DESIGNED BY ENGINEER.
2. CHECK DAMS MAY BE USED IN SLOPING DITCHES
OR CHANNELS TO SLOW VELOCITY OR TO CREATE
SEDIMENT TRAPS.
3. ENSURE THAT MAXIMUM SPACING BETWEEN DAMS PLACES THE
TOE OF THE UPSTREAM DAM AT THE SAME ELEVATION AS THE
DOWNSTREAM DAM (SEE DIAGRAM BELOW).
CLASS B RIP
CROSS SECTION
i
PLAN
NOTES
1. A STABILIZED ENTRANCE PAD OF 2-3' OF WASHED STONE AND/OR RAILROAD BALLAST SHALL BE LOCATED WHERE TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO
A PUBLIC STREET.
2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE.
3. 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 WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
DNE
4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY. ANY AGGREGATE TRACKED INTO THE ROADWAY MUST BE
SWEPT BACK ONSITE ON A NIGHTLY BASIS.
S. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA
STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN SEE STD. NO. 30.11B.
LAX
6. CDOT MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY (STD. 10.24 & 10.25) TO ACCESS THE CONSTRUCTION SITE IF THE DRIVEWAY IS ON A THOROUGHFARE, OR ON ANY
LATER
STREET WITH AN EXISTING SIDEWALK TO REMAIN OPEN DURING CONSTRUCTION.
7. FOLLOW WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH) FOR SIDEWALK CLOSURE OR DETOUR/DIVERSION.
NOT TO SCALE
CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS TEMPORARY ROCK CHECK DAM
tY1 INCLUDES CHARLOTTE ETJ 130.10A 1151
ALTERNATIVE 1:
TEMPORARY DIVERSION
DITCH SEE CLDSM #30.05
SEE NOTE 1 rORFLA7rER
10' CONSTRUCTION
HIGH ACCESS
HAZARD
SILT FENCE J1 OR FLATTER
SEE CLDSM
#30.06B IN 2 10' MAX.
WIRE MES
10' MAX.
NOTES: ALTERNATIVE 2:
10' MAX.
1. IF DIVERSION DITCH USED, IT SHOULD 3' WIDE BENCH 1 O
SEE Nu 2R FLATTER
FLOW INTO SEDIMENT BASIN ROCK
CHECK DAM, OR SLOPE DRAIN I I
2. BENCH SHOULD BE GRADED AT 0% 10' CONSTRUCTION 0.5% _
LONGITUDINAL SLOPE (ON -CONTOUR) HIGH ACCESS
HAZARD
SILT FENCE J SEE CLDSM 1 OR FLATTER
#30.068 IN 2 10' MAX.
:WIRE MES
CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
CJLMUMTE INCLUDES CHARLOTTE ETJ
36" MIN. SPACING TYP.*
c
CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
CHARIMTE INCLUDES CHARLOTTE ETJ
SLOPE STABILITY
12" MIN.
SPACING TYP.*
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c 6"
/ OVERLAP
/ IN SLICE
c
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WATER TABLE
i
NOT TO SCALE
30.16
KEY/ANCHOR MATERIAL AT
TOP OF SLOPE.
GENERAL NOTES:
1. LAY BLANKETS LOOSELY AND
STAKE OR STAPLE TO MAINTAIN
DIRECT CONTACT WITH THE SOIL.
DO NOT STRETCH.
2. * DIMENSIONS SHOWN ARE
MINIMUM, MANUFACTURED
PRODUCTS MAY HAVE ADDITIONAL
REQUIREMENTS THAT MUST BE
MET.
3. SLOPE SURFACE SHALL BE FREE
OF ROCKS, SOIL CLODS, STICKS,
GRASS. MAT/BLANKETS SHALL
HAVE GOOD SOIL CONTACT.
4. THE DETAIL SHOWN IS FOR SLOPE
MATTING. FOR CHANNEL OR PIPE
OUTFALL MATTING SPECIFICATIONS,
PLEASE REFER TO NCESCPDM
STANDARD #6.17 AND
MANUFACTURER'S GUIDELINES.
NON -WOVEN GEOTEXTILE FILTER CLOTH
FABRIC 4' ABOVE SOURCE WATER.
KEY/ANCHOR MATERIAL TO TOE OF SLOPE.
EMBANKMENT MATTING DETAIL
NOT TO SCALE
30.201 1
EXISTING GROUND
SOIL STABILIZATION FABRIC
UNDER 2-3' OF WASHED STONE
PUBLIC STREET
r
EX. CONY.
/DRIVEWAY
APRON
WITH SIDEWALK AT
BACK OF CURB
(IF RETAINED DURING
CONSTRUCTION.)
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NOT TO SCALE
CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS STAB 1 L I Z E D CONSTRUCTION ENTRANCE
INCLUDES CHARLOTTE ETJ 130.11 A 115,
FOR LATE WINTER AND
SOIL AMENDMENTS:
EARLY SPRING:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE
AND 750 LB/ACRE 10-10-10 FERTILIZER
SEEDING MIXTURE:
MULCH:
RYE (GRAIN) - 120 LB/ACRE
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH
ANNUAL LESPEDEZA (KOBE) - 50 LB/ACRE
ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
(OMIT ANNUAL LESPEDEZA WHEN DURATION
TOOL
OF TEMPORARY COVER IS NOT TO EXTEND
BEYOND JUNE)
MAINTENANCE:
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, FERTILIZE AND MULCH IMMEDIATELY FOLLOWING
SEEDING DATES:
EROSION OR OTHER DAMAGE
JAN. 1 - MAY 1
FOR SUMMER:
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE
SEEDING MIXTURE:
AND 750 LB/ACRE 10-10-10 FERTILIZER
GERMAN MILLET - 40 LB/ACRE
MULCH:
(A SMALL -STEMMED SUDANGRASS MAY BE
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH
SUBSTITUTED AT A RATE OF 50 LB/ACRE)
ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
TOOL
SEEDING DATES:
MAY 1 - AUG. 15
MAINTENANCE:
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, FERTILIZE AND MULCH IMMEDIATELY FOLLOWING
EROSION OR OTHER DAMAGE
FOR FALL:
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE
AND 1,000 LB/ACRE 10-10-10 FERTILIZER
SEEDING MIXTURE:
RYE (GRAIN) - 120 LB/ACRE
MULCH:
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH
SEEDING DATES:
ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
AUG. 15 - DEC 30
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 LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH.
FOR ADDITIONAL INFORMATION, REFER TO NCDENR
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL (ESCPDM), SECTION 6.10.
FOR PERMANENT SEEDING SPECIFICATIONS, INCLUDING
SEED BED PREP, SEASONAL LIMITATIONS FOR SEEDING OPERATIONS, THE KINDS OF GRADES OF
FERTILIZERS, THE KINDS OF SEED, AND THE RATES OF APPLICATION OF LIMESTONE, FERTILIZER, AND SEED, REFER TO NCDENR ESCPDM SECTION 6.11 AND
THE CHARLOTTE LANDSCAPE CONSTRUCTION STANDARDS SECTION 04200 SEEDING AND SODDING OF TURFGRASS.
CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
TEMPORARY SEEDING SCHEDULE
TD. N0. REV.
INCLUDES CHARLOTTE ETJ
f30.179
* * * 3 Days Before Digging
North Carolina 811
811 or1-800-632-4949
Remote Ticket Entry
http://ncS1l.org/remoteticketentry.htm
STIPULATION FOR REUSE
THIS DRAWING WAS PREPARED FOR USE
ON A SPECIFIC SITE, SHARONBROOK
TOWNHOMES, SHARONBROOK DRIVE
CHARLOTTE, NC CONTEMPORANEOUSLY
WITH ITS ISSUE DATE ON 8/12/19. AND
IT IS NOT SUITABLE FOR USE ON A
DIFFERENT PROJECT SITE OR AT A LATER
TIME. USE OF THIS DRAWING FOR
REFERENCE OR EXAMPLE ON ANOTHER
PROJECT REQUIRES THE SERVICES OF
PROPERLY LICENSED ARCHITECTS AND
ENGINEERS. REPRODUCTION OF THIS
DRAWING FOR REUSE ON ANOTHER
PROJECT IS NOT AUTHORIZED AND MAY
BE CONTRARY TO THE LAW.
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MODIFICATION LOG
JOB NUMBER: C180060
CHECKED BY: BMF
DRAWN BY: CDA
DATE: 3-15-2019
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EROSION
CONTROL
DETAILS
EEC C794

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCG01 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCGO1 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
Stabilize within this
Site Area Description
many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
7
None
perimeter slopes
(b) High Quality Water
7
None
(HQW) Zones
(c) Slopes steeper than
If slopes are 10' or less in length and are
3:1
7
not steeper than 2:1, 14 days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
(d) Slopes 3:1 to 4:1
14
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with slopes
ditches, perimeter slopes and HQW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
Temporary Stabilization
Permanent Stabilization
• Temporary grass seed covered with straw or
• Permanent grass seed covered with straw or
other mulches and tackifiers
other mulches and tackifiers
• Hydroseeding
• Geotextile fabrics such as permanent soil
• Rolled erosion control products with or
reinforcement matting
without temporary grass seed
• Hydroseeding
• Appropriately applied straw or other mulch
• Shrubs or other permanent plantings covered
• Plastic sheeting
with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
• Rolled erosion control products with grass seed
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Flocculants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4. Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5. Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site.
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
5W_XG_09__J
❑NSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
SANDBAGS (TYP.)
OR STAPLES
10 MIL
SILT FENCE 1�1 PLASTIC SANDBAGS (TYP.)
SIDE SLOP LINING OR STAPLES
(TYP.
�I zXXX
CLEARLY MARKED SIGNAGE
CONCRETE NOTING DEVICE (18'X24' MIN.)
WASHOUT
SECTI❑N A -A
NOTESi
1, ACTUAL LOCATION DETERMINED IN FIELD
2, THE CONCRETE WASHOUT STRUCTURES SHALL
BE MAINTAINED WHEN THE LIQUID AND/OR
SOLID REACHES 75% OF THE STRUCTURES
CAPACITY.
3,CONCRETE WASHOUT STRUCTURE NEEDS TO BE
CLEARY MARKED WITH SIGNAGE NOTING DEVICE.
BELOW GRADE WASHOUT STRUCTURE
NOT TO SCALE
10,
MIN
SANDBAGS (TYP.)
FII-B
OR STAPLES
10 MIL HIGH
PLASTIC LOW FILTRATION
�INI813DE SLOP SOIL BERM
0 CD =
CD 0
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CCf`TTI"IAI R-
-B
SANDBAGS (TYP.)
NOTESi
OR STAPLES
1, ACTUAL LOCATION DETERMINED IN
FIELD
CLEARLY MARKED SIGNAGE
CONCRETE
NOTING DEVICE (18'X24' MIN.)
2 THE CONCRETE WASHOUT
WASHOUT
STRUCTURES SHALL BE MAINTAINED
WHEN THE LIQUID AND/OR SOLID
REACHES 75% OF THE STRUCTURES
CAPACITY TO PROVIDE ADEQUATE
HOLDING CAPACITY WITH A MINIMUM
PLAN
12 INCHES OF FREEBOARD.
3,CONCRETE WASHOUT STRUCTURE
NEEDS TO BE CLEARY MARKED WITH
SIGNAGE NOTING DEVICE.
ABOVE GRADE WASHOUT
STRUCTURE
NOT TO SCALE
CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
HAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on -site.
2. Place hazardous waste containers under cover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
NCGO I GROUND STABILIZATION AND MATERIALS HANDLING I EFFECTIVE: 04/01/19

PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
FJ_T:i�111
SELF -INSPECTION, RECORDKEEPING AND REPORTING
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
Self -inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be
performed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record.
Frequency
Inspect
(during normal
Inspection records must include:
business hours)
(1) Rain gauge
Daily
Daily rainfall amounts.
maintained in
If no daily rain gauge observations are made during weekend or
good working
holiday periods, and no individual -day rainfall information is
order
available, record the cumulative rain measurement for those un-
attended days (and this will determine if a site inspection is
needed). Days on which no rainfall occurred shall be recorded as
"zero." The permittee may use another rain -monitoring device
approved by the Division.
(2) E&SC
At least once per
1. Identification of the measures inspected,
Measures
7 calendar days
2. Date and time of the inspection,
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Indication of whether the measures were operating
event > 1.0 inch in
properly,
24 hours
5. Description of maintenance needs for the measure,
6. Description, evidence, and date of corrective actions taken.
(3) Stormwater
At least once per
1. Identification of the discharge outfalls inspected,
discharge
7 calendar days
2. Date and time of the inspection,
outfalls (SDOs)
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Evidence of indicators of stormwater pollution such as oil
event > 1.0 inch in
sheen, floating or suspended solids or discoloration,
24 hours
5. Indication of visible sediment leaving the site,
6. Description, evidence, and date of corrective actions taken.
(4) Perimeter of
At least once per
If visible sedimentation is found outside site limits, then a record
site
7 calendar days
of the following shall be made:
and within 24
1. Actions taken to clean up or stabilize the sediment that has left
hours of a rain
the site limits,
event > 1.0 inch in
2. Description, evidence, and date of corrective actions taken, and
24 hours
3. An explanation as to the actions taken to control future
releases.
(5) Streams or
At least once per
If the stream or wetland has increased visible sedimentation or a
wetlands onsite
7 calendar days
stream has visible increased turbidity from the construction
or offsite
and within 24
activity, then a record of the following shall be made:
(where
hours of a rain
1. Description, evidence and date of corrective actions taken, and
accessible)
event > 1.0 inch in
2. Records of the required reports to the appropriate Division
24 hours
Regional Office per Part III, Section C, Item (2)(a) of this permit
of this permit.
(6) Ground
After each phase
1. The phase of grading (installation of perimeter E&SC
stabilization
of grading
measures, clearing and grubbing, installation of storm
measures
drainage facilities, completion of all land -disturbing
activity, construction or redevelopment, permanent
ground cover).
2. Documentation that the required ground stabilization
measures have been provided within the required
timeframe or an assurance that they will be provided as
soon as possible.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be documented in the manner
described:
Item to Document
Documentation Requirements
(a) Each E&SC Measure has been installed
Initial and date each E&SC Measure on a copy
and does not significantly deviate from the
of the approved E&SC Plan or complete, date
locations, dimensions and relative elevations
and sign an inspection report that lists each
shown on the approved E&SC Plan.
E&SC Measure shown on the approved E&SC
Plan. This documentation is required upon the
initial installation of the E&SC Measures or if
the E&SC Measures are modified after initial
installation.
(b) A phase of grading has been completed.
Initial and date a copy of the approved E&SC
Plan or complete, date and sign an inspection
report to indicate completion of the
construction phase.
(c) Ground cover is located and installed
Initial and date a copy of the approved E&SC
in accordance with the approved E&SC
Plan or complete, date and sign an inspection
Plan.
report to indicate compliance with approved
ground cover specifications.
(d) The maintenance and repair
Complete, date and sign an inspection report.
requirements for all E&SC Measures
have been performed.
(e) Corrective actions have been taken
Initial and date a copy of the approved E&SC
to E&SC Measures.
Plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
2. Additional Documentation
In addition to the E&SC Plan documents above, the following items shall be kept on the
site
and available for agency inspectors at all times during normal business hours, unless the
Division provides a site -specific exemption based on unique site conditions that make this
requirement not practical:
(a) This general permit as well as the certificate of coverage, after it is received.
(b) Records of inspections made during the previous 30 days. The permittee shall record
the required observations on the Inspection Record Form provided by the Division or
a similar inspection form that includes all the required elements. Use of
electronically -available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard -copy records.
(c) All data used to complete the Notice of Intent and older inspection records shall be
maintained for a period of three years after project completion and made available
upon request. [40 CFR 122.41]
SECTION C: REPORTING
1. Occurrences that must be reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
• They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waters (regardless of volume), or
• They are within 100 feet of surface waters (regardless of volume).
(a) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(b) Anticipated bypasses and unanticipated bypasses.
(c) Noncompliance with the conditions of this permit that may endanger health or the
environment.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Division's Emergency Response personnel at [phone], (800)
858-0368 or [phone].
Occurrence
Reporting Timeframes (After Discovery) and Other Requirements
(a) Visible sediment
•
Within 24 hours, an oral or electronic notification.
deposition in a
•
Within 7 calendar days, a report that contains a description of the
stream or wetland
sediment and actions taken to address the cause of the deposition.
Division staff may waive the requirement for a written report on a
case -by -case basis.
•
If the stream is named on the list as impaired for sediment -
related causes, the permittee may be required to perform additional
monitoring, inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure compliance
with the federal or state impaired -waters conditions.
(b) Oil spills and
•
Within 24 hours, an oral or electronic notification. The notification
release of
shall include information about the date, time, nature, volume and
hazardous
location of the spill or release.
substances per Item
1(b)-(c) above
(c) Anticipated
•
A report at least ten days before the date of the bypass, if possible.
bypasses [40 CFR
The report shall include an evaluation of the anticipated quality and
122.41(m)(3)]
effect of the bypass.
(d) Unanticipated
•
Within 24 hours, an oral or electronic notification.
bypasses [40 CFR
•
Within 7 calendar days, a report that includes an evaluation of the
122.41(m)(3)]
quality and effect of the bypass.
(e) Noncompliance
•
Within 24 hours, an oral or electronic notification.
with the conditions
•
Within 7 calendar days, a report that contains a description of the
of this permit that
noncompliance, and its causes; the period of noncompliance,
may endanger
including exact dates and times, and if the noncompliance has not
health or the
been corrected, the anticipated time noncompliance is expected to
environment[40
continue; and steps taken or planned to reduce, eliminate, and
CFR 122.41(I)(7)]
prevent reoccurrence of the noncompliance. [40 CFR 122.41(I)(6).
•
Division staff may waive the requirement for a written report on a
case -by -case basis.
NCGO I SELF -INSPECTION, RECORDKEEPING AND REPORTING I EFFECTIVE: 04/01/19

PLANT SCHEDULE
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Madlyn L. Tilley
Lot 31 & Part of 30 to 33, Block B I
M. B. 7, PG. 159
PIN: 207-022-22
I
ToddR. Davis
D.B. 29553, PG. 208
Lots 52 to 36, Block B 9 MAGNOLIA
M. B. 7, PG. 159
PIN: 207-022-23
JenniferD. Freeman
D.B. 16794, PG. 438
Lots 37 & 38, Port of Lots 34 to 36, Block B
M. B. 7, PG. 159
PIN: 207-022-02
Brian Morris
D.B. 51769, PG. 169
Lots 39 & 42, Block B
M. B. 7, PG. 159
PIN: 207-022-03
Frances W. Pesek &
Rebecca J. Pesek
D.B. 50946, PG. 557
Lots 43 & 46, Block B
M. B. 7, PG. 159
PIN: 207-022-04
nub ook Condominium
U/ 107, PG. 1
lo?07-02C-99
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KEY
QUAN.
BOTANICAL NAME
COMMON NAME
SIZE
CONT.
COMMENTS
TREES
+
15
Quercus phellos
Willow Oak
2" caliper
B & B
Deciduous: Large Maturing
•
8
Acer sacchurum
Sugar Maple
2" caliper
B & B
Deciduous: Large Maturing
17
Magnolia grandiflora 'Little Gem'
Magnolia
2" caliper
B & B
Evergreen: Small Maturing
SHRUBS
0
126
Viburnum rhytidophyllum
Leatherleaf Viburnum
24"-36" Ht.
B & Bt r
Evergreen
Con
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Sharon A. Dodge
D.B. 23766, PG. 297
Lots 109 to 113, Block B
M. B. 7, PG. 159
PIN: 207-022-15
333d--_ 31 390d�1
REQUIRED CALCULATIONS
TREE SAVE:
INV.•622.9
/
REQUIRED: 15% GROSS ACREAGE (INCLUDING UTILITY EASEMENTS)
TOTAL SITE AREA: 1.944 AC
TREE SAVE AREA REQUIRED: 0.282 AC (15%)
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TREE SAVE AREA PROVIDED: 0.00 (PAYMENT IN LIEU)
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PAYMENT AMOUNT:
WM
PAYMENT IN LIEU OPTION CALCULATIONS:
W—W
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ASSESSED TAXABLE VALUE:
—5
SSMH
RIM:626.98
PID#20702216: $76,000
9
OUT.•620.0.5—
PID#20702217: $87,100
A/
TOTAL: $163,100
V.•624.46
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AVERAGE TAX VALUE:
Q'
$80,100 / AC x 1.94 AC = $155,394
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THE ACTUAL TAX VALUE OF THE PROPERTY EXCEEDS THE AVERAGE TAX VALUE
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FOR AN ACRE OF LAND WITHIN THE CITY OF CHARLOTTE. TREE SAVE PAYMENT IN
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LIEU SHALL BE CALCULATED WITH THE AVERAGE TAX VALUE.
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PAYMENT IN LIEU = 1.94 x $80,100 x 0.15 x 1.5 = $34,963.65
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CLASS C LANDSCAPE BUFFER:
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303 LF - 13.5' CLASS C LANDSCAPE BUFFER (18' WIDTH CLASS C LANDSCAPE
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BUFFER REDUCED 25% WITH FENCE):
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4 TREES PER 100 FT REQUIRED
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20 SHRUBS PER 100 FT REQUIRED
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TREES REQUIRED: 13
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40% LARGE MATURING TREES REQUIRED = 6 TREES
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25% EVERGREEN TREES REQUIRED = 4 TREES
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TREES PROVIDED: 13
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LARGE MATURING TREES PROVIDED = 7 TREES (54%)
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EVERGREEN TREES PROVIDED = 6 TREES (46%)
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SHRUBS REQUIRED: 61
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75% EVERGREEN SHRUBS REQUIRED = 46 SHRUBS
�j�
SHRUBS PROVIDED: 61
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EVERGREEN SHRUBS PROVIDED = 61 (100%)
275 LF - 18' WIDTH CLASS C LANDSCAPE BUFFER:
4 TREES PER 100 FT REQUIRED
I20
SHRUBS PER 100 FT REQUIRED
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TREES REQUIRED: 11
40% LARGE MATURING TREES REQUIRED = 5 TREES
25% EVERGREEN TREES REQUIRED = 3 TREES
TREES PROVIDED:11
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LARGE MATURING TREES PROVIDED = 8 TREES (75%)
EVERGREEN TREES PROVIDED = 3 TREES (25%)
SHRUBS REQUIRED: 55
Y
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75% EVERGREEN SHRUBS REQUIRED = 42 SHRUBS
NV.6 I I w
SHRUBS PROVIDED: 55
EVERGREEN SHRUBS PROVIDED = 55 (100%)
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PERIMETER TREE REQUIREMENTS:
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GR: 606.94
P
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��36.,
IN:606.9
REQUIRED: 1 LARGE TREE FOR EVERY 40' ROAD FRONTAGE, 1 SMALL TREE FOR
•
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OUT:600.31
EVERY 30' ROAD FRONTAGE
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PCCE
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SHARONBROOK DRIVE:
PCCE
283 LF
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8 SMALL TREES REQUIRED
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8 SMALL TREES PROVIDED
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INTERNAL TREE REQUIREMENTS:
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IN.598.45(A)
1N:597.96(B)
OUT.,597.51
REQUIRED: 1 TREE PER 10,000 SF IMPERVIOUS
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36,925 SF IMPERVIOUS
MichaelC.Dodge &
IN 60.
TREES REQUIRED: 4
ShamnL. Dodge
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TREES PROVIDED: 8
D.B. 5010, PG. 751
11 1'
TBM=so .10
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Port of Lot 714, Block B
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*If overhead distribution power lines exist, only small maturing trees are allowed
M.B. 7, PG. 159
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within 25ft of the lines.
PIN: 207-022-76
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**Each parking space is located within 40' of a tree.
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OU :601.10
GRAPHIC SCALE
30 0 15 30 60
( IN FEET )
1 inch = 30 ft.
SITE \;
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SCALE = 1"=1000'
3.5' CLASS C LANDSCAPE DUFFER (1 8' CLASS C LANDSCAPE
BUFFER REDUCED 25% WITH FENCE) TYPICAL 100' SECTION
100,
BUFFER PLANTING REQUIREMENTS:
- 4 TREES PER 100'
- 20 5HRUB5 PER 100'
• �""+� G' BUFFER FENCE
1 3.5' '
• /�///III\���
CLASS C BUFFER PLANTING STANDARDS:
I . MUST HAVE A MINIMUM OF 4 LARGE MATURING
TREES PER 100 LINEAR FEET AND SHOULD BE
EVENLY SPACED.
2. ALL TREES SHALL BE A MINIMUM OF 2" CALIPER AT
TIME OF PLANTING.
3. MINIMUM OF 25% OF ALL TREES WITHIN THE BUFFER
SHALL BE EVERGREEN.
4. MUST HAVE A MINIMUM OF 20 SHRUBS PER 100
LINEAR FEET.
5. 75% OF ALL SHRUBS MUST BE EVERGREEN AND 2'
TALL AT TIME OF PLANTING.
G. SHRUBS AND TREES SHALL BE SELECTED FROM THE
'APPROVED SPECIES LISTFROM THE CHARLOTTE
LAND DEVELOPMENT STANDARDS MANUAL.
7. PLANTING REQUIREMENTS SHALL MEET MINIMUM
STANDARDS ESTABLISHED BY THE CITY OF
CHARLOTTE ZONING ORDINANCE.
EVERGREEN TREE
LARGE MATURING TREE
SHRUB
6' CLASS C LANDSCAPE BUFFER TYPICAL 100' SECTION
100'
BUFFER PLANTING REQUIREMENTS:
- 4 TREES PER 100'
• - 20 5HRUB5 PER 100'
• _ +
CLASS C BUFFER PLANTING STANDARDS:
I . MUST HAVE A MINIMUM OF 4 LARGE MATURING
TREES PER 100 LINEAR FEET AND SHOULD BE
EVENLY SPACED.
2. ALL TREES SHALL BE A MINIMUM OF 2" CALIPER AT
TIME OF PLANTING.
3. MINIMUM OF 25% OF ALL TREES WITHIN THE BUFFER
SHALL BE EVERGREEN.
4. MUST HAVE A MINIMUM OF 20 SHRUBS PER 100
LINEAR FEET.
5. 75% OF ALL SHRUBS MUST BE EVERGREEN AND 2'
TALL AT TIME OF PLANTING.
G. SHRUBS AND TREES SHALL BE SELECTED FROM THE
'APPROVED SPECIES LISTFROM THE CHARLOTTE
LAND DEVELOPMENT STANDARDS MANUAL.
7. PLANTING REQUIREMENTS SHALL MEET MINIMUM
STANDARDS ESTABLISHED BY THE CITY OF
CHARLOTTE ZONING ORDINANCE.
I �
* * * 3 Days Before Digging
North Carolina 811
811 or1-800-632-4949
Remote Ticket Entry
http://nc8l l.org/remoteticketentry.htm
EVERGREEN TREE
LARGE MATURING TREE
SHRUB
STIPULATION FOR REUSE
THIS DRAWING WAS PREPARED FOR USE
ON A SPECIFIC SITE, SHARONBROOK
TOWNHOMES, SHARONBROOK DRIVE
CHARLOTTE, NC CONTEMPORANEOUSLY
WITH ITS ISSUE DATE ON 8/12/19. AND
IT IS NOT SUITABLE FOR USE ON A
DIFFERENT PROJECT SITE OR AT A LATER
TIME. USE OF THIS DRAWING FOR
REFERENCE OR EXAMPLE ON ANOTHER
PROJECT REQUIRES THE SERVICES OF
PROPERLY LICENSED ARCHITECTS AND
ENGINEERS. REPRODUCTION OF THIS
DRAWING FOR REUSE ON ANOTHER
PROJECT IS NOT AUTHORIZED AND MAY
BE CONTRARY TO THE LAW.
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MODIFICATION LOG
JOB NUMBER: C180060
CHECKED BY: BMF
DRAWN BY: CDA
DATE: 3-15-2019
1,88£-0 # N&A
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PLAN
SHEET: C890

PLANT NOTES
NOTES:
1. REMOVE WIRE AND NYLON TWINE FROM BALL AND CANOPY.
NOTES:
2. SOAK ROOT BALL AND PLANT PIT IMMEDIATELY AFTER INSTALLATION.
1. SCARIFY ROOT MASS OF
3. STAKING IS REQUIRED FOR ALL TREES IN R.O.W. OR UPON
CONTAINERIZED PLANT MATERIAL. TYP. COLLAR
REQUEST OF ARBORIST.
MIN. 2" HT.
2. INSTALL CONTAINERIZED PLANTS AT
4. REMOVE EXCESS SOIL FROM SITE AND DISPOSE OF IN A
FINSHED GRADE 4" LAYER
LEGAL MANNER.
of APPROVED
MULCH
3. TAMP PLANTING MIX FIRMLY
5. RESEED UNMULCHED, DISTURBED AREAS.
AS PIT IS FILLED AROUND
EACH PLANT BALL. -
3/4' NYLON STRAP
s' SUP KNOT IMTH STOP KNOT.
4. OMIT COLLAR AROUND EACH SHRUB
8' LARGER THAN TIME DIAMETER
WHEN IRRIGATION SYSTEM IS PRESENT. "V` TRENCH AROUND
ROOT CROWN TO
ENTIRE PLANTING BE
5. SOAK EACH PLANT BALL AND
BE AT FINISH GRADE KEEP MULCH AWAY FROM
TRUNK 1' TO 2'
PIT IMMEDIATELY AFTER EDGE OF
4' HIGH / 6" MADE MAXIMUM
INSTALLATION. PLANTING
BERM OUTSIDE OF ROOTBALL MAXIMUM LAYER OF MULCH
3 - 1"x2"x18" WOOD STAKES
WITH CENTERED
/ND
DRIVEN IN UNE WITH STRAP
FINISH GRADE
EQUALLY SPACED AROU
TREE �-
REMOVE TYPICAL EXCESS SOIL
FROM ROOT CROWN
REMOVE TOP 1/3 BURLAP MEMINEU-NDIS"'IURBED SOIL
AND ANY NAILS/PINS. ETC.
ROOT BALL DIA 12'
REMOVE TOP 1/3 OF WIRE VARIES
BASKET WHERE PRESENT
RAISE PIT BOTTOM TO SET ROOT CROWN
AT THE CORRECT HEIGHT. FIRM SOIL UNDER ROOT BALL.
ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2004)
FOR EXAMPLE: CALIPER HEIGHT (RANGE) MAX. HEIGHT MIN. ROOT BALL DIA. MIN. ROOT BALL DEPTH
2" 12-14' 16' 24: 16:
3' 14-16' 18' 3221
CITY OF CHARLOTTE TREE PLANTING
LAND DEVELOPMENT STANDARDS
INCLUDES CHARLOTTE ETJ (FOR SINGLE AND MULTI -STEM TREES)
PLANTINGS IN STREET RIGHT-OF-WAY
CROWN HEIGHT
IN INCHES
EQUALS MEDIAN
WIDTH IN FEET
TO 12" MAX. FINAL
130
rGRADE
10 /
10' (EX.) EXISTING
GRADE
TYPICAL BED CROWNING
NOT TO SCALE
CITY OF CHARLOTTE
ST . NO. REV. LAND DEVELOPMENT STANDARDS
40.01 CMARLMTE. INCLUDES CHARLOTTE ETJ
GENERAL NOTES
1. TREE GRATES AND ASSOCIATED IRRIGATION SYSTEMS ARE REQUIRED AT VARIOUS LOCATIONS IN THE UPTOWN AREAS TO COMPLY WITH THE UPTOWN
STREETSCAPE GUIDELINES AND OTHER ZONING REQUIREMENTS. ALL OTHER INSTALLATIONS OF IRRIGATION SYSTEMS WITHIN THE RIGHT-OF-WAY OF CITY OR STATE MAINTAINED
STREETS REQUIRE AN ENCROACHMENT AGREEMENT EXECUTED THROUGH CDOT OR NCDOT. THE CITY'S ENCROACHMENT AGREEMENT REVIEW/APPROVAL PROCESS MAY INCLUDE
ADDITIONAL REQUIREMENTS. CONTACT COOT OR NCDOT FOR ADDITIONAL INFORMATION REGARDING COST, SUBMITTAL, AND LIABILITY INSURANCE COVERAGE REQUIREMENTS.
2. A DRAINAGE SYSTEM IS REQUIRED AS SHOWN FOR ALL IRRIGATED PLANTING AREAS LOCATED ADJACENT TO STREETS. ALL IRRIGATION/DRAINAGE SYSTEMS NOT REQUIRED BY
THE UPTOWN STREET GUIDELINES REQUIRE AN ENCROACHMENT AGREEMENT EXECUTED BY CDOT OR NCDOT FOR CITY OR STATE -MAINTAINED ROADS, RESPECTIVELY.
CONTACT CDOT OR NCDOT FOR ADDITIONAL INFORMATION REGARDING COST, SUBMITTAL AND LIABILITY INSURANCE COVERAGE REQUIREMENTS.
3. AN INSPECTION SCHEDULE IS NEEDED FOR TREES THAT WILL BE PLANTED IN THE STREET RIGHT OF WAY DUE TO ZONING OR OTHER REQUIREMENTS.
LANDSCAPE INSPECTION INCLUDE THE FOLLOWING:
SUBDRAINAGE INSPECTION
TREE PIT/WELL OR PLANTING STRIP INSPECTION
SOIL MIX APPROVALS/INSPECTIONS
TREE APPROVALS/INSPECTIONS - PRIOR TO PURCHASING THE TREES, TO BE MADE BY THE CITY ARBORIST OR ASSISTANT CITY ARBORIST - 336-4262.
THIS MAY INCLUDE PHOTO APPROVAL OR PARTICIPATION IN TAGGING THE TREES.
TREE PLANTING INSPECTION
IRRIGATION INSPECTION
FINAL WALK THROUGH
ALL OF THE ABOVE INSPECTIONS WILL BE PERFORMED BY THE CITY LAND DEVELOPMENT DIV. (URBAN FORESTRY SECTION) EXCEPT FOR THE TREE APPROVALS AS NOTED.
CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
CIT INCLUDES CHARLOTTE ETJ
TOP
NOTES:
1. SCARIFY ROOT MASS OF
CONTAINERIZED PLANT MATERIAL.
2. INSTALL CONTAINERIZED PLANTS AT
FINSHED GRADE
3. TAMP PLANTING MIX FIRMLY
AS PIT IS FILLED AROUND
EACH PLANT BALL.
4. OMIT COLLAR AROUND EACH SHRUB
WHEN IRRIGATION SYSTEM IS PRESENT.
5. SOAK EACH PLANT BALL AND
PIT IMMEDIATELY AFTER
INSTALLATION.
TREE PLANTING -NOTES CITY OF CHARLOTTE
(DRAINAGE AND INSPECTION) ST No. REV. LAND DEVELOPMENT STANDARDS
140.101 T,- INCLUDES CHARLOTTE ETJ
TALL DIAMETER
SOIL LINE
TOP
2" MAXIMUM OF SOIL
COVERING ACCEPTABLE
NATURAL
)WN
1LL DIAMETER
ALL DIAMETER
EPTABLE SOIL
NG
)WN
ACCEPTABLE CONDITION UNACCEPTABLE CONDITION
(AS DELIVERED) (AS DELIVERED)
NOTE:
A ROOT FLARE EXCAVATION FOR ALL TREES SPECIFIED
WILL BE DONE BY THE CITY ARBORIST TO ENSURE THAT
TREES WERE NOT PLANTED/GROWN TOO DEEPLY AT SOURCE
(NURSERY). LANDSCAPE CONTRACTOR SHALL HAVE SUPPLIER
MARK GROUND LEVEL LINE ABOVE ROOT BALL. IF CITY ARBORIST
DETERMINES THAT THERE IS EXCESSIVE SOIL OVER THE ROOT
CROWN, THESE TREES WILL BE REJECTED.
CITY OF CHARLOTTE ROOT FLARE DEPTHS
LAND DEVELOPMENT STANDARDS
T INCLUDES CHARLOTTE ETJ (TREE ROOT BALL CONDITION ON TREES FROM SUPPLIERS) 140.0919
WOOD Fes" r
SLAT
2 x 4
HEADER
4 x 4
POST
FINISH GRADE
(TYP)
TYP. COUAR
MAN. 2' HT.
2-3" LAYER OF
APPROVED MULCH
SPACING VARIES
SEE LANDSCAPE PLAN
1NDER
PLANT MEDIA EACH PLANT BALL TO
MINIMIZE SETTLEMENT
TYPICAL PLANTING BED DETAIL
ffE
AVGGGERED
EQUAL SPACING EDGE OF
BETWEEN ALL PLANTS PLANTING
BED
TYPICAL PLANTING BED PLAN
SHRUB PLANTING BED
TWO." -,Le
3-8' FROM ROOT BALL EDGE,
BACKFILL AS SPECIFIED
INDIVIDUAL
SMALL SHRUB/TREE PLANTING If D. NO.
40.05B 9
A
REAR ELEVATION A
NTS
YP)
FENCE SLAT (TYP)
I WOOD
:R (TYP)
I WOOD
(TYP)
4 x 4 WOOD
POST 0YP)
SLOPE GROUND COVER TO-,,,
ENSURE POSITIVE DRAINAGE
AWAY FROM POST (TYP)
SLOPE CONCRETE TO ENSURE
POSITVE DRAINGE AWAY FROM
WOOD POST OOP)
POST TO BE SET A--'
IMUM OF 18*
FRONT ELEVATION BELOWFINISHGRADE
NTS (TYP)
CONCRETE FOOTING (TYP)
NOTES:
ALL WOOD IS TO BE SELECT GRADE #2 PRESSURE TREATED
LUMBER UNLESS OTHERWISE NOTED
OTHER MATERIALS MAY BE USED WITH APPROVAL FROM
REVIEWING AGENCY.
W HEIGHT FENCE DETAIL
NTS
WOOD FENCE SLAT
(TYP)
2 x 4 WOOD
HEADER (TYP)
_� 2" MINIMUM (TYP)
18" MINIMUM
`12" MINIMUM
SECTION A -A
NTS
PLANT MATERIAL:
1. MINIMUM TREE SIZE AT PLANTING IS 2" CALIPER AND 8' TALL FOR SINGLE -STEM TREES. ALL MULTI -STEM PLANS MUST BE TREE FORM, MAXIMUM 3 TO 5 TRUNKS, AND MINIMUM 10, TALL.
WHERE 3" SINGLE -STEM CALIPER TREES ARE SPECIFIED/REQUIRED THE MINIMUM HEIGHT SHALL BE 10' TALL, IF MULTI -STEM TREES ARE SPECIFIED THEN THEY SHALL BE A MINIMUM OF 12,
TALL.
2. ALL NEW TREES MUST HAVE STRAIGHT TRUNKS WITH STRONG CENTRAL LEADERS INTACT TO THE TOP OF THE CROWN UNLESS MULTI -STEM TREES ARE SPECIFIED. ALL REQUIRED TREES SHALL
BE TYPICAL OF THEIR SPECIES AND VARIETY, HAVE NORMAL GROWTH HABITS, HAVE WELL -DEVELOPED BRANCHES, BE VIGOROUS AND HAVE FIBROUS ROOT SYSTEMS. TREES WITH MAJOR
GIRDLING ROOTS WILL NOT BE ACCEPTED. TREES WITH CO -DOMINANT BRANCHING WILL NOT BE ACCEPTED. TREES THAT HAVE BEEN SHEARED, TOPPED OR CUT BACK TO MULTIPLY THE
BRANCHING STRUCTURE WILL NOT BE ACCEPTED. TREES SHALL BE FREE OF ABRASIONS, DAMAGE, DISEASE, PESTS AND CRACKS. ALL PRUNING CUTS GREATER THAN 1/2 INCH DIAMETER SHALL
HAVE CALLUS TISSUE FORMED PRIOR TO PLANTING. NO PRUNING CUT ON THE TRUNK SHALL BE MORE THAN ONE-HALF THE DIAMETER OF THE CENTRAL AT THE HEIGHT WHERE THE CUT WAS
MADE. ROOT FLARES SHALL BE LOCATED AT GRADE. TREES WITH MORE THAN 2" OF SOIL COVERING THE ROOT BALL/FLARE FROM WILL NOT BE ACCEPTED (CLDS.40.09).
3. SIZE OF REQUIRED PLANTS, SPREAD OF ROOTS AND SIZE OF BALLS SHALL BE IN ACCORDANCE WITH ANSI Z60.1 (LATEST EDITION) AS PUBLISHED BY THE AMERICAN NURSERY & LANDSCAPE
ASSOCIATION, EXCEPT WHERE SPECIFIED/AUTHORIZED BY URBAN FORESTRY.
4. ALL REQUIRED TREES OF A PARTICULAR SPECIES AND VARIETY SHALL BE UNIFORM IN SIZE AND CONFIGURATION.
5. PERIMETER TREES IN URBAN ZONES SHALL BE 3" CALIPER AND BE FREE OF BRANCHES UP TO 6' FROM THE TOP OF ROOT CROWN (BALL).
6. A MINIMUM OF 50% OF NEW TREES MUST BE NATIVE SPECIES, AND SITES WITH MORE THAN 20 TREES REQUIRED WILL HAVE TO INSTALL MULTIPLE (3 OR MORE) SPECIES PURSUANT TO THE
TREE ORDINANCE GUIDELINES.
7. 75% OF REQUIRED TREES MUST BE LARGE MATURE SPECIES EXCEPT IN SITUATIONS WITH OVERHEAD POWER LINE CONFLICTS.
PLANTING REQUIREMENTS:
8. SEE CLDS 40.01 & 40.09 (ON PLAN) FOR DETAILED TREE PLANTING REQUIREMENTS.
9. PLASTIC HOSE PARTS WILL NOT BE ACCEPTED FOR TREE STAKING. SEE CLDS 40.01 FOR APPROVED STAKING METHOD/MATERIALS.
10. ALL STRAPPING, AND TOP 1/3 OF WIRE BASKET AND BURLAP MUST BE CUT AWAY AND REMOVED FROM ROOT BALL WHEN PLANTING.
11. FOR NEW PLANTING AREAS, REMOVE ALL PAVEMENT, GRAVEL SUB -BASE AND CONSTRUCTION DEBRIS; REMOVE COMPACTED SOIL AND ADD 18" NEW TOPSOIL, OR TILL AND AMEND THE TOP
18" OF EXISTING SOILTO MEET TOPSOIL/PLANTING MIX STANDARDS FORTREES (WITH ENTIRE MINIMUM AREA OF 274 SQUARE FEET).
12. TREES PLANTED ON PUBLIC PROPERTY WILL NEED APPROVAL FROM THE CITY ARBORIST AND/OR NCDOT.
13. REVIEW SOIL REQUIREMENTS IN THE TREE ORDINANCE GUIDELINES AT HTTP://CHARLOTTENC.LD THEN CLICK TREES.
UTILITY ISSUES:
14. IF ANY UTILITY IS BEING INSTALLED IN OR NEAR ANY REQUIRED TREE(S) OR TREE SAVE AREA(S), CALL URBAN FORESTRY SPECIALIST TO RESOLVE PRIOR TO UTILITY INSTALLATION.
15. LARGE MATURING TREES MAY NOT BE PLANTED WITHIN 25' OF OVERHEAD POWER DISTRIBUTION OR TRANSMISSION LINES.
16. IF TREES CONFLICT WITH ANY UTILITIES OR SIGNS; CALL URBAN FORESTER TO RESOLVE BEFORE PLANTING.
17. ADJUST TREE PLANTING LOCATIONS TO AVOID EXISTING UNDERGROUND UTILITIES. PLANT 15' FORM ALL UNDERGROUND UTILITIES.
18. NO LIGHT POLES, UTILITIES OR TRANSFORMERS CAN BE INSTALLED IN TREE ISLANDS.
19. COMMERCIAL SCALE LIGHTING (> 15' IN HEIGHT) MUST BE A MINIMUM DISTANCE OF 30' FROM A TREE. PEDESTRIAN SCALE LIGHTING (< 15' IN HEIGHT) MUST BE A MINIMUM DISTANCE OF 15'
FROM A TREE. SHOW SITE LIGHTING ON LANDSCAPE PLAN.
TREE SAVE AND PRESERVATION:
20. TREE PROTECTION MUST BE INSTALLED AND VERIFIED BY URBAN FORESTRY PRIOR TO STARTING ANY CONSTRUCTION ACTIVITY.
21. SHOW TREE PROTECTION AND TREE SAVE AREAS ON EROSION CONTROL, GRADING AND LANDSCAPE PLAN SHEETS.
22. COMMERCIAL TREE SAVE AREAS MUST BE RECORDED ON A FINAL PLAT WITH THE MECKLENBURG COUNTY REGISTER OF DEEDS BEFORE URBAN FORESTRY HOLDS CAN BE RELEASED. A 10' NO
BUILD ZONE AROUND TREE SAVE AREAS MUST BE REFERENCED ON THE PLAT.
23. TREE SAVE AREAS SHALL BE FREE OF INVASIVE PLANT SPECIES. IF AN AREA PROPOSED FOR TREE SAVE CONTAINS INVASIVE PLAN SPECIES AT TIME OF PROPOSAL, SUCH INVASIVE PLANT SPECIES
SHALL BE REMOVED PRIOR TO FINAL CO.
24. THE AREA OF ANY EASEMENTS (WATER, SEWER, UTILITY, ETC.) CAN NOT BE COUNTED TOWARD THE TREE SAVE REQUIREMENT.
25. ANY ALTERATIONS TO TREE SAVE AREAS MUST BE ACCOMPLISHED WITHOUT MECHANIZED EQUIPMENT.
26. NO STRUCTURE WILL BE ALLOWED WITHIN 10' OF TREE SAVE AREAS UNLESS APPROVED BY URBAN FORESTRY.
27. ALL TREES ON PUBLIC PROPERTY ARE PROTECTED AND REMOVAL MUST BE PERMITTED BY THE CITY ARBORIST [phone].
28. CONTACT URBAN FORESTRY SPECIALIST PRIOR TO ANY CRANE SET-UP, MACHINERY OPERATION OR TEMPORARY BUILDING ERECTION THAT MAY IMPACT CHARLOTTE TREE ORDINANCE
PROTECTED TREES OR TREE SAVE AREAS, INCLUDING TREES LOCATED IN STREET RIGHT OF WAY. IMPACTS MAY INCLUDE BUT ARE NOT LIMITED TO: ENCROACHING WITHIN TREE DRIP -LINES,
EXCAVATION, SOIL COMPACTION, TREE TRIMMING, ERECTING AND DISMANTLING OF CONSTRUCTION CRANES.
GENERAL:
29. SUBMIT REQUIRED CO/HOLD RELEASE FORMAT HTTP://CHARLOTTENC.GOV/LD FOR AN INSPECTION OF TREE PROTECTION/PLANTING AREAS, A MINIMUM OF 5 DAYS BEFORE THE CO/HOLD
RELEASE IS NEEDED.
30. VISIT CITY OF CHARLOTTE'S LAND DEVELOPMENT WEBSITE FOR ADDITIONAL INFORMATION AND URBAN FORESTRY REQUIREMENTS: HTTP://CHARLOTTENC.GOV/LD THEN CLICK TREES
TOPSOIL / PLANTING MIX MINIMUM REQUIREMENTS:
1. TOPSOIL/PLANTING MIX SHOULD BE NATURAL, FERTILE, AGRICULTURAL SOIL CAPABLE OF SUSTAINING VIGOROUS PLANT GROWTH. IT SHOULD BE UNIFORM COMPOSITION THROUGHOUT,
WITH ADMIXTURE OF SUBSOIL. IT SHOULD BE FREE OF STONES, LUMPS, LIVE PLANTS AND THEIR ROOTS, STICKS AND OTHER EXTRANEOUS MATTER. TOPSOIL SHOULD NOT BE USED WHILE IN
A FROZEN OR MUDDY CONDITION.
2. TOPSOIL/PLANTING MIX SHALL HAVE AN ACIDITY RANGE OF PH 5.5-7.0 AND THE FOLLOWING COMPOSITION:
CLAY (RED CLAY, WELL PULVERIZED) MINIMUM 10%; MAXIMUM 35%
COMPOST*/ORGANIC MINIMUM 5%; MAXIMUM 10%
SILT MINIMUM 30%; MAXIMUM 50%
COARSE SAND (FREE OF ROCKS, 0.5 TO 1.0 MM F) MINIMUM 30%; MAXIMUM 45%
3. ORGANIC MATERIAL SUCH AS SAWDUST OR LEAF MOLD THAT HAS COMPLETED THE DECOMPOSITION PROCESS
4. RECOMMENDATIONS:
5. ALL PLANTING AREAS SHOULD BE TESTED FOR PROPER DRAINAGE. DRAINAGE SHOULD BE CORRECTED AS NECESSARY TO INSURE PROPER TREE GROWTH AND SURVIVAL. THE FOLLOWING
LEVEL OF NUTRIENT ELEMENTS IS RECOMMENDED FOR PROPER GROWTH:
CALCIUM 55 - 80%
MAGNESIUM 10 - 30%
POTASSIUM 5 - 8%
SEEDING SCHEDULE FOR LAWNS & SLOPES (MAXIMUM 3:1):
DATE TYPE PLANTING RATE
AUG 15 - NOV 1 TALL FESCUE 300 LBS/ACRE
NOV 1 - MAR 1 TALL FESCUE AND ABRUZZI RYE 300 LBS/ACRE
OR ANNUAL RYE
MAR 1 - APR 15 TALL FESCUE OR HARD FESCUE 300 LBS/ACRE
MAR 1 -JUL 15 HULLED COMMON BERMUDA GRASS 200 LBS/ACRE
OR HYBRID BERMUDA GRASS
OR CENTIPEDE GRASS
OR ZOYSIA GRASS
OR ST. AUGUSTINE GRASS
APR 15 -JUN 30 WEEPING LOVE GRASS 25 LBS/ACRE
OR BAHIA GRASS
JUL 1 - AUG 15 TALL FESCUE AND 120 LBS/ACRE
*** BROWNTOP MILLET 35 LBS/ACRE
*** OR SORGHUM-SUDAN HYBRIDS 30 LBS/ACRE
* * * 3 Days Before Digging
North Carolina 811
811 or1-800-632-4949
Remote Ticket Entry
http://nc811.org/remoteticketentry.htm
STIPULATION FOR REUSE
THIS DRAWING WAS PREPARED FOR USE
ON A SPECIFIC SITE, SHARONBROOK
TOWNHOMES, SHARONBROOK DRIVE
CHARLOTTE, NC CONTEMPORANEOUSLY
WITH ITS ISSUE DATE ON 8/12/19. AND
IT IS NOT SUITABLE FOR USE ON A
DIFFERENT PROJECT SITE OR AT A LATER
TIME. USE OF THIS DRAWING FOR
REFERENCE OR EXAMPLE ON ANOTHER
PROJECT REQUIRES THE SERVICES OF
PROPERLY LICENSED ARCHITECTS AND
ENGINEERS. REPRODUCTION OF THIS
DRAWING FOR REUSE ON ANOTHER
PROJECT IS NOT AUTHORIZED AND MAY
BE CONTRARY TO THE LAW.
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MODIFICATION LOG
JOB NUMBER: C180060
CHECKED BY: BMF
DRAWN BY: CDA
DATE: 3-15-2019
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LANDSCAPE
NOTES AND
DETAILS
SHEET: C89 1

1/2" RADIUS
1 3" RADIUS
2'-6-
STANDARD 2'-6" CURB AND GUTTER
�6• 1 -6•
3" RADIUS
N d ..
a
T °"' '° + P
I I a a. a +
-2 -0"�
2'-0" STANDARD CURB & GUTTER
CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
Elm
INCLUDES CHARLOTTE ETJ
7 1/2"
SECTION A -A
1/2" RADIUS
1/6" RADIUS 3" RADIUS
e�
e, •i
1/8" RADIUS
N
a
1'-6" STANDARD CURB AND GUTTER
�6" 1'-6"
3" RADIUS
.dD.02 FT FT .03 FT/FT
"N A
. 4
f0 • +"• V I '° ++.
d
03 Fr/FT
2'-0"
SLOPE FOR VARIABLE
SUPERELEVATION RATES
STANDARD CURB AND GUTTER
L = 10 FEET IN LONGITUDINAL SECTION
L
ip p L/4 L/4 L/4 L/4 -J
ppm �C)�
WNW A B C m04
I�
FACE OF CURB-
�Nyug
B 3/4"
a 4.
2-3"
SECTION B-B
OF CURB
I c
I
LLIP OF GUTTER/EOP
NOTES:
1. TRANSITION IS NOT TO BE LOCATED WITHIN THE CURB RADIUS.
NOT TO SCALE
1`
d
-1 1/2"
SECTION C-C
2'-0" VALLEY GUTTER
1/2"
1'-6" MEDIAN CURB AND GUTTER
TO BE USED IN MEDIANS WHEN LANES ARE SLOPED
FROM ISLAND OR AS SPECIFIED BY THE APPROPRIATE
CITY ENGINEERING DEPT.
25" RADIUS
` 6 1/2"
r 18" RADIUS �!
a•
I 3" RADIUS
+ A. •.a.
RADIUS
RADIUS I~9" 3/4-
"� • RADIUS
-2• 1/8" RADIUS
1'-6" MOUNTABLE CURB AND GUTTER +
TO BE USED IN MEDIANS ONLY: WHEN SPECIFIED BY + 1 3/4" RADIUS '!
THE APPROPRIATE CITY ENGINEERING DEPT. d
CITY OF CHARLOTTE
-STD. NO. I REV. LAND DEVELOPMENT STANDARDS
10.17A INCLUDES CHARLOTTE ETJ
NOT TO SCALE
CITY OF CHARLOTTE CURB TRANSITION
LAND DEVELOPMENT STANDARDS
MENEM
2'6" CURB AND GUTTER TO 2'-0" VALLEY GUTTER
INCLUDES CHARLOTTE ETJ 10.19
NOTES: 30' CLEAR OF ALL OBSTRUCTIONS (MIN.)
1. DETAILS SHOWN SHALL BE CONSTRUCTED IN -6"� 21'-0" - '-6"
ACCORDANCE WITH CITY STANDARDS. (MIN) (MIN)
2. DITCH TYPE STREET REQUIRES APPROVAL OF
CITY ENGINEER. 10'-0" 10-0
3. 3. MINIMUM CURB RADIUS ON INTERIOR DRIVES AND C SLOPE 3/8" PER Fr. 1" PER
PARKING AREAS IS 10' t" PER FT, Fr.
4. THIS DETAIL IS NOT TO BE USED TO MEET 1
INTERNAL/EXTERNAL CONNECTIVITY REQUIREMENTS 1 1 1
OF THE SUBDIVISION ORDINANCE AND ZONING 3 MAX. 2 MAX.
ORDINANCE. 2 MAX. 3 MAX.
E
GUIDELINES FOR PRIVATE STREET DESIGN:
1. INTERNAL STREET AUGNMENT: DITCH TYPE
MAXIMUM GRADE: 10%
MINIMUM VERTICAL CURVE "K" VALUES: 10/20 (CREST/SAG)
MINIMUM HORIZONTAL CURVE CENTERLINE RADIUS: 50 FT.
2. INTERSECTION WITH PUBLIC STREET:
SAME AS FOR PUBLIC STREET. SEE GENERAL NOTES,
SECTION I.B.2.
NOTE: VARIATIONS ON THESE GUIDEUNES WILL BE REVIEWED
ON A CASE BY CASE BASIS BY CITY STAFF.
30' CLEAR OF ALL OBSTRUCTIONS (MIN.)
PAVEMENT SCHEDULE 23'-O'
© 1.5" BITUMINOUS CONCRETE SURFACE COURSE, TYPE S9.58 3'-6" * g 5' (W/VALLEY GUTTER) *9.5' (W/VALLEY GUTTER) 3'-6"
Q 6" COMPACTED AGGREGATE BASE COURSE OR 4" 0-0 10-0
10'-0'
BITUMINOUS CONCRETE BASE COURSE, TYPE B25.00
PE FOOT C SLOPE 3/8" PER FT. 1/4-
CURB ® CURB AND GUTTER (REFERENCE 10.17A AND B)
:y
2:1 CUT MAX. R*2' VALLEY GUTTER R 2:1 CUT MAX.
3:1 FILL MAX. E 3:1 FILL MAX.
BOTH SIDES (TYP.)
* NOTES ADDED TO CLDSM STANDARD 11.13 C RB AND GUTTER
NOT TO SCALE
CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS PRIVATE STREET TYPICAL SECTIONS sTD. N0. REV.
INCLUDES CHARLOTTE ETJ 1 1 .13 17,
CURB AND GUTTER
JOINT SEALER
1/8" RADIUS (TYPICAL)
JOINT FILLER J
TRANSVERSE EXPANSION JOINT
NOTES:
1. CONTRACTION JOINTS SHALL BE SPACED AT 10-FOOT INTERVALS. FOR VALLEY GUTTER,
A 10-FOOT SPACING MAY BE USED WHEN A MACHINE IS USED. JOINT SPACING MAY BE ALTERED
BY THE CITY ENGINEER TO PREVENT UNCONTROLLED CRACKING.
2. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY OTHER APPROVED METHODS.
WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A MINIMUM DEPTH OF 1 1/2 SHALL BE OBTAINED.
3. ALL EXPANSION JOINTS SHALL BE SPACED AT 90-FOOT INTERVALS, AND ADJACENT TO ALL RIGID OBJECTS.
JOINTS SHALL MATCH LOCATIONS WITH JOINTS IN ABUTTING SIDEWALK.
4. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 P.S.I. IN 28 DAYS.
5. CURB SHALL BE DEPRESSED AT INTERSECTIONS TO PROVIDE FOR FUTURE ACCESSIBLE RAMPS.
6. TOP 6" OF SUBGRADE BENEATH THE CURB AND GUTTER SHALL BE COMPACTED TO 100% STANDARD PROCTOR DENSITY.
NOT TO SCALE
CITY OF CHARLOTTE
_STD. NO. I REV. LAND DEVELOPMENT STANDARDS
10.17B INCLUDES CHARLOTTE ETJ
GENERAL NOTES:
1.
A GROOVE JOINT 1" DEEP WITH 1/8" RADII SHALL BE REQUIRED IN THE CONCRETE
�•: ;= ,: ;
�:'
SIDEWALK AT 5' INTERVALS. ONE 1/2" EXPANSION JOINT WILL BE REQUIRED AT
INTERVALS OF NOT MORE THAN 45' AND MATCHING EXPANSION/CONSTRUCTION JOINT IN
ADJACENT CURB. A SEALED 1/2" EXPANSION JOINT WILL BE REQUIRED WHERE THE
4"
•'Y' ":'.41''` •r :� ";`,..'
SIDEWALK JOINS ANY RIGID STRUCTURE.
•.. 2.
SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6" THICK.
3.
WIDTH OF SIDEWALK ON THOROUGHFARE STREETS SHALL BE A MINIMUM OF 6'. WIDTH
.° • ° ' ' '.
OF SIDEWALKS IN THE CENTRAL BUSINESS DISTRICT WILL BE DETERMINED BY THE COOT.
�`' +:' • '� • 4.
+
WIDTH OF SIDEWALKS ON NON -THOROUGHFARE STREETS SHALL BE BASED ON TYPICAL
STREET SECTION, A MINIMUM OF 5'. SIDEWALK TO BE POURED TO END OF RADIUS AT
INTERSECTING STREETS.
GROOVE JOINT IN SIDEWALK 5.
CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 PSI. IN 28 DAYS.
6.
ZONING CONDITIONS MAY REQUIRE ADDITIONAL WIDTH SIDEWALKS WHICH SHALL
SUPERSEDE THESE STANDARD DIMENSIONS SHOWN.
7.
LIDS FOR JUNCTION BOXES AND UTILITY VAULTS SHALL BE NON-SKID AS SPECIFIED BY
ENGINEER.
8.
JOINT MATERIALS SHALL LIMIT SHRINK/SWELL SO POST CONSTRUCTION INSTALLATION
1/8" RADIUS
RESULTS IN A MAXIMUM OF 1/4" FROM FLUSH.
a
1/8" TO 1/4"
4" °• :4 _ d
+ ,.. .
d'
JOINT FILLER
1/2"
TRANSVERSE EXPANSION
JOINT IN SIDEWALK
CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
INCLUDES CHARLOTTE ETJ
(** SEE NOTE 6)
NOTES:
1. THE ELEVATION OF THE SIDEWALK SHALL BE NOT LESS THAN
SIX INCHES OR MORE THAN EIGHTEEN INCHES ABOVE THE
ROADWAY CROWN. THIS ELEVATION DIFFERENTIAL SHALL BE
CONSISTENT WITHIN EACH BLOCK.
2. ALL CONCRETE TO BE 3600 PSI STRENGTH.
3. ALL CONSTRUCTION PRACTICES, INCLUDING COMPACTION, CURING,
FINISHING, ETC. SHALL BE IN ACCORDANCE WITH THE
CHARLOTTE LAND DEVELOPMENT STANDARDS.
4. PLANTING STRIP SHALL BE GRADED WITH A CROSS SLOPE
BETWEEN 1/4 IN. PER FOOT AND 1 1/4 IN. PER FOOT EXCEPT
WHERE EXCESSIVE NATURAL GRADES MAKE THIS REQUIREMENT
IMPRACTICAL. IN SUCH CASES, THE CITY ENGINEER MAY
AUTHORIZE A SUITABLE GRADE
5. ALL DRIVEWAYS MUST MEET THE CURRENT CITY DRIVEWAY
REGULATIONS AND NCDOT REQUIREMENTS, INCLUDING BUT NOT
LIMITED TO SPACING, SIGHT DISTANCE, AND OFFSETS FROM
PROPERTY LINES AND INTERSECTIONS.
6. **PER NC IFC SECTION D103.2, FIRE APPARATUS ACCESS
ROADS SHALL NOT EXCEED 10 PERCENT IN GRADE.
7 `A" BREAKOVER SHALL BE 8% OR LESS (A = ALGEBRAIC
DIFFERENCE).
8. PRIOR APPROVAL IS REQUIRED BY CDOT ON GRADES EXCEEDING
WHAT ARE SHOWN.
DRIVEWAY WIDTH
X
Y
TYPE I -RESIDENTIAL:
LOCAL/COLLECTOR
10' MIN.
30' MAX.***
THOROUGHFARE •
15' MIN.
30' MAX.***
* MUST PROVIDE ON -SITE TURNAROUND
*** MAXIMUM WIDTH INCLUDES OPTIONAL WINGS
CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
6 FiAF1i INCLUDES CHARLOTTE ETJ
1/2" EXPANSION JOINT
w
p 1.50% (2.00% MAX.)
5 F a
N 1
EXAMPLE SIDEWALK CONSTRUCTION DIMENSIONS:
WIDTH
RISE
CROSS -SLOPE
4'
5
1"
1.67%
6'
1-4"
1.56%
8'
1-4"
1.56%
'/I "`f'<` PROPOSED CURB & GUTTER
PROPOSED 4" CONCRETE SIDEWALK
DETAILS SHOWING EXPANSION JOINTS
IN CONCRETE SIDEWALK
CONCRETE SIDEWALKS
NOT TO SCALE
10.22 11
NOT TO SCALE
CURB AND GUTTER
R . a
% a
�e
EXISTING SIDEWALK � � � � � � •�� •.� . r � . ..a. � . `'.
.d' ,,. l.a.:
.'.
.' r✓
r: r
�a. D
• I,'' 2' KEY
CURB AND GUTTER
SIDEWALK TRANSITION DETAIL AT BACK OF CURB
Not to scale
R
EXISTING SIDEWALK r ti
0.17C
D
R
r
0' - 2.9'
10'
4'
3'-7.9'
25'
19'
8'+
50'
44'
<i 1 a
r ----T -_- C .LI
I / . fit' .4% .
I I47 <1'
a zt A
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SIDEWALK TRANSITION DETAIL (PLANTING STRIP BOTH SIDES)
Not to scale
CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS SIDEWALK TRANSITION STD. NO. I REV.
INCLUDES CHARLOTTE ETJ 110.2311
8
PLAN
NOTE:
* TRANSITION FROM 2'-6" STANDARD CURB TO VALLEY CURB
AT A DRAINAGE INLET ONLY.
SEE STANDARD 10.19 FOR CROSS SECTION GEOMETRY.
CITY OF CHARLOTTE CATCH BASIN FRAME
LAND DEVELOPMENT STANDARDS IN VALLEY G U TT E R
UIARLOTUL INCLUDES CHARLOTTE ETJ
NOT TO SCALE
10.29
* * * 3 Days Before Digging
North Carolina 811
811 or1-800-632-4949
Remote Ticket Entry
http://nc811.org/remoteticketentry.htm
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STIPULATION FOR REUSE
THIS DRAWING WAS PREPARED FOR USE
ON A SPECIFIC SITE, SHARONBROOK
TOWNHOMES, SHARONBROOK DRIVE
CHARLOTTE, NC CONTEMPORANEOUSLY
WITH ITS ISSUE DATE ON 8/12/19. AND
IT IS NOT SUITABLE FOR USE ON A
DIFFERENT PROJECT SITE OR AT A LATER
TIME. USE OF THIS DRAWING FOR
REFERENCE OR EXAMPLE ON ANOTHER
PROJECT REQUIRES THE SERVICES OF
PROPERLY LICENSED ARCHITECTS AND
ENGINEERS. REPRODUCTION OF THIS
DRAWING FOR REUSE ON ANOTHER
PROJECT IS NOT AUTHORIZED AND MAY
BE CONTRARY TO THE LAW.
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MODIFICATION LOG
JOB NUMBER: C180060
CHECKED BY: BMF
DRAWN BY: CDA
DATE: 3-15-2019
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SITE DETAILS
SHEET: C900

BEGIN TRANSITION AT
AT END OF RADIUS
[/,--VARIES
SEE
FOR
STD. NO. 10.2E
MORE DETAIL
2'-0" VALLEY GUTTER
o
az
EXPANSION JOINT
o�
Ow
sz
F
3'-0"
STEEL HOOD CATCH BASIN
X Z
0
F
EXPANSION JOINT
'ol in
to
z
F
2'-0" VALLEY GUTTER
NOTE:
1. WHERE 2'-6" CURB AND GUTTER IS USED,
CATCH BASINS MAY BE LOCATED AT END
OF RADIUS.
2. RADIUS AT INTERSECTION MAY VARY.
NOT TO SCALE
Odw CITY OF CHARLOTTE LAND DEVELOPMENT STANDARDS CATCH BASIN PLACEMENT AT INTERSECTIONS
ST N0. REV.
'- INCLUDES CHARLOTTE ETJ 110.301
ALTERNATE WAI I
CONF
0
IT
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3' r stop
J0
T a
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SECTION
SEE STD. 20.23 AND 20.24
i
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END VIEW
CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
INCLUDES CHARLOTTE ETJ
TABLE OF DIMENSIONS
D
T
A
B
C
E
L
WT.
12"
2-1/4"
4
2'-0"
4'-1"
2'-D"
6'-1"
730
15"
2-1/4"
6"
2'-3"
3'-10"
2'-D"
W-1"
730
18"
2-1/2"
9"
2'-3"
3'-10"
3'-0"
W-1"
1190
24"
3"
10"
3'-8"
2'-6"
4'-0"
6'-2"
1770
3D"
3-1/2"
V-0"
4'-6"
V-8"
5'-D"
6'-2"
2380
36"
4"
1'-3"
5'-3"
2'-11"
6'-0"
8'-2"
5320
42"
4-1/2"
V-9"
5'-3"
2'-11"
6'-6"
8'-2"
5920
48"
5"
2'-0"
6'-0"
2'-2"
7'-0"
8'-2"
7470
54"
5-1/2"
2'-3"
5'-6"
2'-10"
7'-6"
8'-4"
8810
60"
6"
2'-6"
5'-0"
3'-3"
8'-0"
8'-3"
11180
66"
6-1/2"
3'-0"
6'-0"
2'-3"
8'-6"
8'-3"
12530
72"
7"
3'-0"
6'-6"
1'-9"
9'-0"
8'-3"
13980
GENERAL NOTES:
1. SEE FORMER NCDOT STANDARD 310.01 FOR DETAILS.
2. REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS
OF REINFORCED CONCRETE PIPE OF LIKE DIAMETER PER
AASHTO M170, TABLE 2, WALL B.
3. ALL CONCRETE TO BE 3601) P.S.I COMPRESSIVE STRENGTH.
4, PROVIDE TONGUE OR SPIGOT JOINT AT INLET END SECTION.
5. PROVIDE GROOVE OR BELL JOINT AT OUTLET END SECTION.
6. THE DIMENSIONS FOR END SECTIONS SHALL SUBSTANTIALLY AGREE
WITH THE TABLE. MINOR VARIATIONS WILL BE PERMITTED BASED
ON THE MANUFACTURER'S STANDARD FORMS AND TEMPLATES.
7. NOT TO BE USED IN NCDOT MAINTAINED RIGHT OF WAY.
4'-0" MIN. WIDTH COVERED WITH DETECTABLE WARNING MAT
(MATCH WIDTH OF RAMP)
TRUNCATED DOME PLAN VIEW
NOTES:
1. ALL DETECTABLE WARNING DEVICES USED IN NEW CONSTRUCTION SHALL BE OF A RIGID PRECAST OR
EMBEDDED PRODUCT APPROVED BY THE CITY ENGINEER. RETROFIT MATS WILL ONLY BE ALLOWED ON
EXISTING RAMPS WITH PRIOR APPROVAL OF THE CITY ENGINEER FOR MATERIAL TYPE AND INSTALLATION (IE.
RESURFACING).
2. RAMP AND DETECTABLE WARNING AREA SHALL BE A MINIMUM OF 4 FEET IN WIDTH, BUT NOT LESS THAN
THE WIDTH OF SIDEWALK LEADING TO BACK OF RAMP.
3. DETECTABLE WARNING SURFACES SHALL EXTEND 2.0 Fr MINIMUM IN THE DIRECTION OF PEDESTRIAN TRAVEL
4. DETECTABLE WARNING AREA CAN BE PLACED SQUARE WHERE USED IN A CURB RADIUS.
5. THE ROWS OF TRUNCATED DOMES IN DETECTABLE WARNING SURFACES SHOULD BE ALIGNED PERPENDICULAR
TO THE GRADE BREAK BETWEEN THE RAMP RUN AND THE STREET. WHERE DETECTABLE WARNING
SURFACES ARE PROVIDED ON A SURFACE WITH A SLOPE THAT IS LESS THAN 5 PERCENT, DOME
ORIENTATION IS LESS CRITICAL
6. DECTECTABLE WARNING AREA SHALL CONTRAST VISUALLY WITH ADJACENT GUTTER, STREET OR HIGHWAY, OR
PEDESTRIAN ACCESS ROUTE SURFACE; EITHER LIGHT -ON -DARK OR DARK -ON -LIGHT. ON THE TRYON STREET
MALL, FRENCH GRAY IS TO BE USED.
7. IF PAVERS ARE TO BE USED, PAVERS SHALL BE MINIMUM 8000 PSI CONCRETE WITH A 2-INCH MINIMUM
THICKNESS, SET ON A THIN -SET MORTAR ON TOP OF 4" THICK 3600 PSI CONCRETE BASE
B. MATS ARE TO BE RIGID WITH TURNED -DOWN EDGES EMBEDDED IN CONCRETE TO ELIMINATE TRIP HAZARD.
9. DIMENSIONS PER NCDOT 848.06
CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
INCLUDES CHARLOTTE ETJ
NOTES:
1. CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH. WIDTH AND DEPTH OF APRON
TO BE DESIGNED BY THE ENGINEER.
2. REFER TO THE CHARLOTTE MECKLENBURG STORM WATER DESIGN MANUAL FOR
RIPRAP APRON DESIGN STANDARDS.
3. RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END
OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF
2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR
CULVERT HEIGHT.
4. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE
SURFACE OF THE RECEIVING CHANNEL THE AREA TO BE PAVED OR RIPRAPPED
SHALL BE UNDERCUT SO THAT THE 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.
5. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM
WIDTH OF THE RECEIVING CHANNEL. MAXIMUM TAPER TO RECEIVING CHANNEL 5:1
6. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER.
7. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING
CHANNEL SHALL NOT BE ALLOWED.
B. NO BENDS OR CURVES IN THE HORIZONTAL AUGNMENT OF THE APRON
WILL BE PERMITTED.
9. FILTER FABRIC SHALL BE INSTALLED ON COMPACTED SUBGRADE PRIOR TO
PLACEMENT OF RIP RAP.
10. ANY DISTURBED AREA FROM END OF APRON TO RECIEVING CHANNEL
MUST BE STABILIZED.
USE USDA NOMOGRAPH FROM NC SEDIMENT AND EROSION CONTROL MANUAL OR
CHARLOTTE MECKLENBURG STORM WATER DESIGN MANUAL FOR DESIGN DATA
0.65" (1.6" TO 2.4")
.6" TO 2.4")
O
O
O
O
O
O
0
0
0
0
TRUNCATED DOME SPACING
50%-65% OF BASE DIAMETER
QH
0.2"
F-�
0.9"-1.4"
TRUNCATED DOME SECTION
NOT TO SCALE
TRUNCATED DOMES
PLAN AND CROSS-SECTION
OUTLET
La
W1
W2
"T
H
B16
20
23
9
1.5
N/A
• d50 (see fig 8.06 aft "NC SEDIMENT AND EROSION CONTROL MANUAL"
dmax = 1.5 x d50
T=1.5Xdmax.
T(min.)=10"
NOT TO SCALE
FLARED END SECTION CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
12" THRU 72" PIPE STD.N0. REV.
20.22 1 0LMULOTTE INCLUDES CHARLOTTE ETJ
I
s
b
SIDEWALK
TRANSITION
PANEL - SEE
NOTE 5
TA
TOE OF RAM
BACK
OF CURB
UP TO 1.5%
TOP OF CONCRETE CURB (BEYOND)
DETECTABLE WARNING
(2.0% MAX) RAMP SLOPE UP TO
7.5% (8.33% MAX) 1/2" EXPANSION JOINT
SEE DETAIL 10.35E
SW TRANSITION
PANEL SEE
V W W
+
W V W W W
+ + + , NON -WALK SURFACE
NOTE 5
- -
-1 2' MIN.
- - - -
6»
V
W* V* W V V V V W
. y•. 4�
°•
A
VARIES
4"
°•
'
RAMP SLGPE
UP
MATCH
2"
TO 5.0 6 "
"
(8.33% MAx)
SIDEWALK WIDTH
IF THERE IS AN
SEE 2'-6"
CURB DETECTABLE WARNING
INTERSECTING
AND GUTTER
2' MIN WIDTH IN
RAMP A TURNING
RAMP RUNNING
SLOPE UP TO 7.5%
(8.33% MAX)
(INCLUDES
* DETECTABLE*
` WARNING)* `
VARIES`
+ � +2" TO 5'y�
RADIUS * +
-VARIES
DETAIL BELOW
DIRECTION OF
PEDESTRIAN TRAVEL
SPACE/LANDING IS
REQUIRED WITH
(+ V W
* +
CONCRETE
SECTION A -A
1.5% (2% MAX.)
CROSS SLOPE AND
+ W W W
SIDEWALK (OR
RUNNING SLOPE
TURNING SPACE IF
INTERSECTING RAMP)"
FLOWLINE DEPTH
AT RAMP LOCATION
PLAN
EDGE OF
TYP' 3-4% 1.5% Ss TROISI Gtt PANEL
MAX.) (2x MA n t 5% (aft
1/2"
PAVEMENT
EXPANSION JOINT (TYP,) ELEVATION
CROSS -SLOPE + +
NON -WALK SURFACE
+
1.5% (2.00% MAX
2'-6"
CURB AND GUTTER
TOE OF RAMP
2'-6" CURB AND GUTTER DETAIL
MAXIMUM SLOPES FOR CURB AND GUTTER DEPRESSION AT DIRECTIONAL
RAMPS
NOTES:
1. USE THIS DETAIL ONLY UNDER THE FOLLOWING CIRCUMSTANCES.
* �1, 5-FOOT SIDEWALKS WITH CURB RADII OF 35 FEET OR LESS
6-FOOT SIDEWALKS WITH CURB RADII OF 30 FEET OR LESS
CURB HEIGHT 8-FOOT SIDEWALKS WITH CURB RADII OF 25 FEET OR LESS
VARIES 0" TO 6"
SIDEWALK TRANSITION 2. DIRECTIONAL RAMPS WITH RETURNED CURBS AS SHOWN MAY BE USED WHEN A PLANTING
1' f� SEE NOTE 2 PANEL - SEE NOTE 5 STRIP (NON -WALK SURFACE) IS PROVIDED. DO NOT USE THIS DETAIL IF THERE IS HARDSCAPE
(WALKABLE SURFACE) INSTEAD OF A PLANTING STRIP. IF A WALKABLE SURFACE IS ADJACENT
TO RAMP CONSTRUCT CONCRETE FLARES WITH SLOPES UP TO 10% MAX, INSTEAD OF
CONSTRUCTION JOINT (TYP.) RETURNED CURBS.
3. ALL CONCRETE SHALL BE AT LEAST 3600 PSI.
4. ENSURE FLUSH CONDITIONS AT RAMP TO GUTTER TRANSITION.
PERSPECTIVE 5. SIDEWALK TRANSITION PANEL. PREFERRED DESIGN IS 1.5% (2.0% MAX) IN ALL DIRECTIONS IN FRONT
OF GRADE BREAK & DRAIN TO FLOW LINE. RUNNING SLOPE OF THIS AREA MUST NOT EXCEED 2%.
CROSS -SLOPE MAY MATCH STREET GRADE AT BACK OF CURB WHEN STREET GRADE >2%. TRANSITION
TO 1.5% (2.0% MAX) CROSS -SLOPE AT TOE OF RAMP.
THIS DETAIL IS NOT FOR USE IN ETJ, OR ON NCDOT-MAINTAINED STREETS. NOT TO SCALE
CITY OF CHARLOTTE DIRECTIONAL CURB RAMP
10.35B 115 LAND DEVELOPMENT STANDARDS
WITH SMALL/MEDIUM CURB RADII 110.40A 117
PLAN
_ ____ - __� f(IF NEMM)
NATURAL GRADE
Kt RIP RAP
�I ? :r �p•K•i I� •
H •4:7' '�!n
T (THICKNESS) -IV MIN.
(.DOTE: l 1. OF FILTER .1110
MINIMUM H-2/3 PIPE DWAEIQt
SECTION B-B
RIPRAP APRON AT PIPE OUTFALLS
OTHER THAN AT SWIM STn NO I RE
7
6" DIA. GALV. FENCE (GATE) POST FII
WITH CONCR
GATE POLES SHALL BE INSTALLED IN
FRONT OF END WALLS
24'-0"
12'-0" 12'-0"
DUMPSTER SCREEN PLAN
1" x 2" STEEL
RECTANGULAR
TUBE SPACER, TYP.
x
x
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3" x 1/4" ROUND
STOP PLATE, TYP. -
EQUAL
TOP RAIL 2" x 4" x 94 1/2"
12"x 12" SQ.
CONCRETE
FOOTING (TYP)
PICKET 7/8" x 7" x 62 3/4"
VINYL FENCE
PANELS
� - POST 5" x 5" x 107"
0
BOTTOM RAIL 2" x 4" x 94 1/2"
FINISH GRADE
CHESTERFIELD VINYL PRIVACY FENCE WITH
Lo CERTAGRAIN FINISH BY CERTAINTEED CORPORATION
- FENCE DECK AND RAIL DIVISION OR APPROVED
EQUAL COLOR TO BE TAN.
6' POST CENTERS 1
DUMPSTER SCREEN ELEVATION
NTS
EQUAL
3 X 3 X 1/4 GAL
TUBULAR STEELTYP.
2 X 4 VERTICAL
STILE BOTH SIDES
2 X 4 TOP RAIL
hp
MAXIMUM
25%OPEN
MAXIMUM 25%OPEN
z
- FENCE AND GATE
TO BE HORIZONTAL
AND PLUMB
8'-0" HIGH SOLID GATE (TYP.).
WOOD
OR METAL COLOR TO MATCH
BUILDINGS.
2 X4 MID RAIL
NOTE:
1. ALL HARDWARE TO BE GALVANIZED UNLESS OTHERWISE NOTED.
2. ALL STEEL POST AND GATE FRAME TO BE PRIMED AND
PAINTED WITH 2 COATS EACH.
3. ALL STEEL MEMBERS TO BE SHOP WELDED. PROVIDE SHOP DRAWINGS
FOR APPROVAL PRIOR TO FABRICATION.
4. ALL METAL FRAMING, POST AND HARDWARE TO BE PRIMED AND
o
PAINTED W/MIN. 1 COAT PRIMER, AND 2 COATS FINISH. PAINT TO BE
-
OIL BASED.
X 4 BOTTOM RAIL
o L (3600 PSI)
W/6" x 6"x10X10
WWM CANE BOLT,
PROVIDE SLEEVES (4" MIN.)
IN CONC. @ OPEN AND
CONC. POST CLOSED POSITIONS FOR
1
EACH GATE
FOOTING HOLD
I
FOR POST BELOW
BOTTOM ELEVATION DUMPSTER SCREEN ELEVATIONS
OF SLAB NTs
* * * 3 Days Before Digging
SOLID WASTE/RECYCLING ENCLOSURE
North Caroli811 or1-800-632-4932-4949
Remote Ticket Entry
http://nc811.org/remoteticketentry.htm
>y M-1,
1111111111\
STIPULATION FOR REUSE
THIS DRAWING WAS PREPARED FOR USE
ON A SPECIFIC SITE, SHARONBROOK
TOWNHOMES, SHARONBROOK DRIVE
CHARLOTTE, NC CONTEMPORANEOUSLY
WITH ITS ISSUE DATE ON 8/12/19. AND
IT IS NOT SUITABLE FOR USE ON A
DIFFERENT PROJECT SITE OR AT A LATER
TIME. USE OF THIS DRAWING FOR
REFERENCE OR EXAMPLE ON ANOTHER
PROJECT REQUIRES THE SERVICES OF
PROPERLY LICENSED ARCHITECTS AND
ENGINEERS. REPRODUCTION OF THIS
DRAWING FOR REUSE ON ANOTHER
PROJECT IS NOT AUTHORIZED AND MAY
BE CONTRARY TO THE LAW.
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MODIFICATION LOG
JOB NUMBER: C180060
CHECKED BY: BMF
DRAWN BY: CDA
DATE: 3-15-2019
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SITE DETAILS
SHEET: C901

ITARY SEWER PIPE
SANITARY SEWER R/W
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
PERMANENT STORM DRAIN R/W STORM DRAIN PIPE
THE SANITARY SEWER AND STORM DRAINAGE RIGHTS OF WAY MAY OVERLAP;
HOWEVER THE PIPE AND ASSOCIATED STRUCTURES MUST NOT BE IN THE OTHER
UTILITY'S RIGHT OF WAY. THE SANITARY SEWER RIGHT OF WAY WIDTHS SHALL
BE AS OUTLINED IN C.M.U.D.'S DESIGN MANUAL THIS DETAIL DOES NOT APPLY
TO STORM DRAINAGE UTILIZING OPEN CHANNEL FLOW.
PLAN VIEW
NJO
9.0ampaw
PIPE
THE VERTICAL SEPARATION GUIDELINE
WILL BE USED UP TO THE POINT WHERE THE SANITARY SEWER AND STORM DRAINAGE PIPES
THE TWO RIGHTS OF WAY ADJOIN EACH MUST BE NO CLOSER TOGETHER HORIZONTALLY
OTHER. THAN THE VERTICAL DISTANCE BETWEEN THE TOP
OF THE HIGHER PIPE AND THE BOTTOM OF THE
LOWER PIPE. A MAINTENANCE CREW MUST BE
ABLE TO DIG DOWN TO THE LOWER PIPE SLOPING
THE DITCH ON A 1:1 SLOPE UP FROM THE
REQUIRED TRENCH BOTTOM WIDTH AND NOT
EXPOSE THE HIGHER PIPE.
2' 2'
PROFILE VIEW
NOT TO SCALE
CITY OF CHARLOTTE OVERLAPPING STORM DRAINAGE/SANITARY
LAND DEVELOPMENT STANDARDS STD. N0. REV.
. INCLUDES CHARLOTTE ETJ SEWER EASEMENTS 20 29 9,
SIGN
POST
(14 GAUGE)
F-1 T
N_
N
080"
LU
(THICKNESS)
KEY TO FASTENERS:
O#10-24 x j" HEX HEAD MACHINE, ZINC- DEAD END
#10-24 FLANGE NUT, ZINC- DEAD END
©#16 X 3" CARRIAGE BOLT, ZINC
{" #16 HEX NUT, STEEL
©#16 X 2-7'�" CORNER BOLT (BREAKAWAY), ZINC
" #16 HEX NUT, STEEL
NOTES:
1. POST SHALL BE 14-GAUGE GALVANIZED
STEEL, QUIK-PUNCH, ?g" HOLES, 1" ON
CENTER, ALIGNED ON ALL SIDES, AND 2"
SQUARE, 10 FEET IN LENGTH.
2. THE SLEEVE SHALL BE 12-GAUGE
GALVANIZED STEEL, ?g" HOLES, 1" ON
CENTER, ALIGNED ON ALL SIDES, AND 2.25"
SQUARE, 30" IN LENGTH.
3. ALL STREET NAME SIGNS ARE SUBJECT TO
THE APPROVAL OF THE DIRECTOR OF THE
CHARLOTTE DEPARTMENT OF
TRANSPORTATION AND THE CITY ENGINEER.
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
CEIARLOTIE. INCLUDES CHARLOTTE ETJ
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STREET NAME SIGN
POST INSTALLATION
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0
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0
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0
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0
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(TYP )
2" OVERLAP
0
0
0
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EMBED
28" N
0
0
0
0
0
0
SQUARE -FIT
0
0
SLEEVE
NOT TO SCALE
STREET NAME SIGN
50.05A 19
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SECTION B-B
■ ■ ■ ■ ws- 2102141
■ ■ ■
8351 NW 93rd Street
Medley, FL, 33166-2025
FOU N l.9 RY ulfax: 305-887-9429
............... ... ..... ...... ............. WWW.usfoundrycam
AN CAGLE MANUFACTURING COMPANY m 2015 All Rights Reserved
USF 5298 Frame &6298 Grate
LOAD CLASSIFICATION: Heavy Duty I FLOW ARIA: 424.5
MATERIAL: Gray Cast Iron ASTM-A48 Class 35B n
r-n+, naa.e CRAWINc
Frame 8030402 rt
Grate 8076798 DATE 0
9/25/2014 m
DRAWN BY
-44 n - Assembly 8040190 ULS/OD
SECTION A -A
....
= 4149 j
0
... ............ ...................
Fora complete product offering please visit us at www.usfoundry.com
GENERAL NOTES:
1. FOR STREAMS CARRYING 500 ACRES OR
MORE OF SURFACE RUNOFF, THE EASEMENT
REQUIREMENT IS TO BE THE WIDTH OF THE
STREAM FROM TOP OF BANK TO TOP OF BANK,
PLUS (+) 10' ON EACH SIDE OF STREAM.
( 40' MINIMUM WIDTH )
2. FOR OPEN CHANNELS THE MINIMUM
EASEMENT MUST CONTAIN THE WIDTH OF THE
STREAM FROM TOP OF BANK TO TOP BANK.
3. WIDER EASEMENT WIDTHS MAY BE REQUIRED
FOR PIPE DEPTHS GREATER THAN TEN FEET.
4. PIPE SYSTEMS AND OPEN CHANNELS ON
PRIVATE PROPERTY SHALL BE PLACED IN
A STORM DRAINAGE EASEMENT.
CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
INCLUDES CHARLOTTE ETJ
24" MIN.
T °
DD"
Q
0. m"
1.00"
6.00"
1.00"
Easement Requirements for
Open Storm Drainage Channels
Area in Acreage Easement Requirement
0-45 ac.
20'
45-120 ac.
30'
120-500 ac.
40'
500 ac.+
see note
Easement Requirements for Storm Drain Pipe
Pipe Size
Easement Requirement
15"
15'
18"
15'
24"
15'
30"
20'
36"
20'
42"
25'
48"
25'
54"+
30-MIN (VARIES)
NOT TO SCALE
MINIMUM DRAINAGE EASEMENT
REQUIREMENTS FOR STORM DRAIN PIPES rSTD. N0. I REV.
AND OPEN CHANNELS 20.30 ,
LEFT -SIDE SIGN BORDER WfTH 2.5 SPACING TO BEGINNING OF STREET NAME.
4. SUPPLEMENTAL SNM WORDING ON YELLOW HIP RETRO-REFLECTIVE SHEETING WITH BLACK VINYL
LEITERS SHALL BE PLACED ADJACENT TO THE GREEN OVERLAY FILM/BORDER TO INDICATE
3.F 4.00" STREETS THAT DEAD END, HAVE NO OUTLET. ETC. OR ARE PRIVATE STREETS (PVT). THE YELLOW
HIP RETRO-REFLECTIVE SHEETING MUST BE PLACED ON THE SNM TO MAINTAIN AN EXPOSED 0.5"
BORDER OF THE UNDERLAY WHITE HIP RETRO-REFLECTIVE SHEETING.
• NO OUTLET WITH ARROW (RIGHT OR LEFT) - PLACED ON SNM AT ENTRANCE TO A STREET
OR STREET NETWORK FROM WHICH THERE IS NO OTHER EXIT. USE UPPER CASE LETTERS 2"
r 2.50" 2 50" IN HEIGHT, IN FHWA "HIGHWAY C" FONT.
I�III PVT - PLACED ON SNM AT ENTRANCE TO PRIVATE STREET, USE UPPER CASE LETTER 4" IN
GREEN
NOTES:
� 0.25" 1. STREET NAME MARKERS (SNM) SHALL BE ALUMINUM, FLAT, AND HAVE DIMENSIONS AS SHOWN ON
S THIS DETAIL MIMIMUM LENGTH OF 24"; MAXIMUM LENGTH OF 60". THE SNM'S SWILL BE
COVERED WITH WHITE HIGH INTENSITY PRISMATIC (HIP) RETRO-REFLECTIVE SHEETING (3M SERIES
/� 1.50" 3930 OR EQUIVALENT) WITH PRESSURE SENSITIVE ADHESIVE (OR EQUIVALENT TYPE IV OR HIGHER).
/U 2 THE LETTERS SHALL BE REVERSE CUT FROM TRANSPARENT GREEN OVERLAY FILM (3M #1177 EC
�J'f a 0.25" FILM OR EQUIVALENT MEETING FEDERAL SPECIFICATION FP-96, SECTION 178.01(A) AND ASTM
D4956). THE TRANSPARENT GREEN OVERLAY FILM MUST BE PLACED ON THE SNM TO PROVIDE
AN EXPOSED 01 BORDER OF THE UNDERLAY WHITE HIP REM -REFLECTIVE SHEETING.
WHITE 0.50" BLACK 3. THE STREET NAME SHALL BE COMPOSED OF INITIAL UPPER CASE LETTERS 6" IN HEIGHT AND
YELLOW CORRESPONDING LOWER CASE LETTERS 4.5" IN HEIGHT, IN FHWA "HIGHWAY B" FONT. THE
STREET NAME SHALL BE LEFT -JUSTIFIED AND PLACED 0.5" FROM THE SIGN BORDER. ANY
STREET NAME WITH 3 OR FEWER LETTERS SHALL BE CENTERED IN THE SIGN TEXT AREA
° o 2.00"
PREFIX/SUFFIX NAMES SHALL BE COMPOSED OF INITIAL UPPER CASE LETTERS 3" IN HEIGHT
L OUTLET2.00" AND CORRESPONDING LOWER CASE LETTERS 225" IN HEIGHT, IN FHWA "HIGHWAY C" FONT.
I (��J 3I BLOCK NUMBERS SHALL BE 3" IN HEIGHT, IN FHWA "HIGHWAY C" FONT. 1 R III,
SUFFIX NAMES AND BLOCK NUMBERS SHALL BE RIGHT -JUSTIFIED AND PLACED 0.5" FROM
3.00" J THE RIGHT -SIDE SIGN BORDER AND 0.25" FROM THE TOP AND BOTTOM SIGN BORDERS.
0.50" PREFIX LETTERS (N, S, E, AND W) SHALL BE CENTERED AND PLACED 0.5" FROM THE
Pvt
d
HEIGHT AND CORRESPONDING LOWER CASE LETTERS 3" IN HEIGHT, IN FHWA "HIGHWAY C"
i
°
DEAD
� 2.00" FONT.
END
SINGLE
(RIGHTDEAD END WITH ARROW S - PLACED 2.00" STREET THAT TERMINATESIN A DEAD END OR CUL-DE-SAC.USEUSE UPPER C CASE ALETTERS 2"
O
N HEIGHT, I FHWA HWAY STREET IS LESS THAN OR EQUAL TO 200
IFEET,
4 (a D
THEN DEAD END ISNOT NECESSARY.STUB
L 3.00" 5. ALL SNMs ARE SUBJECT TO THE APPROVAL OF THE DIRECTOR OF THE CHARLOTTE DEPARTMENT
NOT TO SCALE OF TRANSPORTATION AND THE CITY ENGINEER.
• CITY OF CHARLOTTE
dD LAND DEVELOPMENT STANDARDS STREET NAME SIGN STD. N0. RE
©LVUAYrTE. INCLUDES CHARLOTTE ETJ 150.051319
a ► A
NOTES:
1. SPACING - 25 M RH OR LESS
(SPACING) - 30 & 35 M.P.H.
((SPACING)) 40 M.PH. OR MORE
2. *BUFFER SHALL EXTEND BACK TO THE BEGINNING OF THE CURVE OR HELL TO PROVIDE
.ADEQUATE SIGHT DISTANCE FOR THE APPROACHING TRAFFIC.
3. ON LOWVOLUME, RESIDENTIAL STREETS WHERE THERE IS ADEQUATE VISIBILITY,
A SINGLE FLAGGER POSITI 7NED.AS SHOWN MAY IBEACCEPTABLE,
4. IF WORK IS WTHIN 50' OF AN INTERSECTION SEE DIAGRAM 10 OR 11.
5. IF (BIKE LANE IS PRESENT THE PROPER CLOSURE IS REQUIRED USING SIGNS
AND CONES REFER TO DIAGRAM 31_,
LEGEND
CONES/DRUMS
�---�
TYPE III BARRICADE
SIGNS
WORK AREA
■"j"`
FLAGGER
a
lMIN. 6" FREEBOARD
1----- ----- DESIGN STORM WSEL
i
I
REQUIRED HEAD (H)
CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
r INCLUDES CHARLOTTE ETJ
3
J 1
=111111111
INVERT ELEVATION OF OPEN THROAT YARD INLET
R TOP OF GRATE IF GRATE -TOP INLET USED)
* OPENING ON ALL 4 SIDES
*5'X5'BOX
OPENING MIN. 4' WIDE EACH SIDE
TOP OF BERM CONTOUR
SHOW AND LABEL ON PLAN
CITES ADDED TO STANDARD DETAIL
INLET N0.
DRAINAGE
AREA (AC)
OPENING
INVERT
ELEV
HEAD H (FT)
TOP OF
BERM
ELEV.
FREE -
BOARD
COMMENT
Al
8.29
611.50
1.17
613.84
2.34
100 YEAR
GRADING AT YARD/DROP INLET
NOT TO SCALE
20.35 17.
INTERSECTION with
SIDEWALK, CURB, and GUTTER INTERSECTION with CURB and GUTTER
STREET NAME SIGN
STREET R/W
NAME
SIGN -0• STANDARD
CURB a GUTTER
STOP SIGN STOP SIGN
R/W +
L�: 2'-6" STANDARD
EDGE OF SIGN SET CURB AND GUTTER
VALLEY
2' MIN. FROM FACE 4' MIN. (TYP) MINOR GUTTER o MINOR
OF CURB (TYR) _I STREET I
'I STOP SIGN NAME SIGN 03
JJFR/W +
O STOP SIGNQFF
R/W
STREET NAME SIGN
INTERSECTION with
DITCHES, and NO CURB and GUTTER
I MI
STREET NAME I Bal NOTES
MARKER
e 1. TWO STREET NAME MARKERS ARE REQUIRED IF
R/W t a R/W THE MAJOR STREET HAS 3 OR MORE LANES.
2. ANY VARIANCE FROM THIS STANDARD MUST BE
MINOR APPROVED BY THE CHARLOTTE DEPARTMENT OF
TRANSPORTATION.
ITCH rf7�
AME MARKER
STOP SI3. ENSURE STOP SIGN SIZE AND INSTALLATION PER
MUTCD STANDARDS.
R/W R/W
Of
NOT TO SCALE
CITY OF CHARLOTTE STREET SIGN INSTALLATION
LAND DEVELOPMENT STANDARDS
TIT INCLUDES CHARLOTTE ETJ LOCATIONS 50.0 6 113
DOMSTREAM
TAPER
1
2;
4,
5:
6 ARROW PANEL SHALL NOT BLOCK SIDEWALK OR PEDESTRIAN MOVEMENT
74
-2R SR 1-4
BUFFER SHIFT
TAPER
75
a
* * * 3 Days Before Digging
North Carolina 811
811 or1-800-632-4949
Remote Ticket Entry
http://ncSll.org/remoteticketentry.htm
STIPULATION FOR REUSE
THIS DRAWING WAS PREPARED FOR USE
ON A SPECIFIC SITE, SHARONBROOK
TOWNHOMES, SHARONBROOK DRIVE
CHARLOTTE, NC CONTEMPORANEOUSLY
WITH ITS ISSUE DATE ON 8/12/19. AND
IT IS NOT SUITABLE FOR USE ON A
DIFFERENT PROJECT SITE OR AT A LATER
TIME. USE OF THIS DRAWING FOR
REFERENCE OR EXAMPLE ON ANOTHER
PROJECT REQUIRES THE SERVICES OF
PROPERLY LICENSED ARCHITECTS AND
ENGINEERS. REPRODUCTION OF THIS
DRAWING FOR REUSE ON ANOTHER
PROJECT IS NOT AUTHORIZED AND MAY
BE CONTRARY TO THE LAW.
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MODIFICATION LOG
JOB NUMBER: C180060
CHECKED BY: BMF
DRAWN BY: CDA
DATE: 3-15-2019
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SITE DETAILS
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