NCC213934_ESC Approval Submitted_20210702

VICINITY MAP N.T.S.
NORTH CAROLINA
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CHARLOTTE
ORIGINAL REVISION REVISION REVISION
SHEET # DESCRIPTION ISSLIF DATE nnTF NI IMRFR RFA.RON
C1.0
COVER SHEET
10/06/17
08/07/18
6
CITY
C1.1
NOTES
10/06/17
08/07/18
6
CITY
C1.2
EROSION CONTROL NOTES
10/06/17
08/07/18
6
CITY
C2.0
EXISTING CONDITIONS AND DEMOLITION PLAN
10/06/17
08/07/18
6
CITY
C3.0
EROSION CONTROL STAGE 1
10/06/17
08/07/18
6
CITY
C3.1
EROSION CONTROL STAGE 2
10/06/17
08/07/18
6
CITY
C4.0
SITE PLAN
10/06/17
08/07/18
6
CITY
C4.1
ROADWAY PLAN
03/19/18
08/07/18
6
CITY
C5.0
GRADING PLAN
10/06/17
08/07/18
6
CITY
C6.0
UTILITY PLAN
10/06/17
08/07/18
6
CITY
C6.1
SANITARY SEWER PROFILE
10/06/17
08/07/18
6
CITY
C7.0
ROADWAY PLAN
10/06/17
08/07/18
6
CITY
C7.1
STRIPING PLAN
10/06/17
08/07/18
6
CITY
C7.2
ROADWAY PROFILES
10/06/17
08/07/18
6
CITY
C7.3
ROADWAY PROFILES
10/06/17
08/07/18
6
CITY
C7.4
ROADWAY PROFILES
10/06/17
08/07/18
6
CITY
C7.5
NCDOT AND UTILITY DETAILS
10/06/17
08/07/18
6
CITY
C7.6
SIGHT DISTANCE PLAN
10/06/17
08/07/18
6
CITY
C8.0
LANDSCAPE PLAN
10/06/17
08/07/18
6
CITY
C9.0
CONSTRUCTION DETAILS
10/06/17
08/07/18
6
CITY
C9.1
EROSION CONTROL AND STORMWATER DETAILS
10/06/17
08/07/18
6
CITY
C9.2
IEROSION CONTROL AND STORMWATER DETAILS
10/06/17
1 08/07/181
6
1 CITY
SURVEY
09/13/17
CHARLOTTE
FINAL APPROVAL
PROJECT NUMBER:
ENGINEERING
PCSO / DETENTION / DRAINAGE PLAN
EROSION CONTROL
URBAN FORESTRY
TREE ORDINANCE
CDOT
NOTE: SCHEDULE PRE -CONSTRUCTION MEETING
AT LEAST 48 HRS. PRIOR TO ANY LAND
DISTURBING ACTIVITY USING THE ONLINE
FORM FOUND AT http://charlottenc.gov/ld
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Call before you dig.
PRELIMINARY PLANNED
MULTI -FAMILY SUBDIVISION
APPROVAL
CHARLOTTE-MECKLEN BURG PLANNING DEPARTMENT
Jason Prescott 9/7/2018
SDRMF-2017-00094
01
APPROVED
By Emily Chien at 10:45 am, Sep 07, 2018
APPROVED
APPROVED lHenry Kunzig
,IAPPROVED]l
Carlos Alzate
PERMIT SET
ff"Ace
STEELS CREEK APARTMENTS
OVERALL SITE
40' 0 40' 80'
SCALE: 1"=40' (Horiz.)
DULY 2018
SITE STATISTICS
PARCEL NUMBERS:
ZONING:
PHASE AREA:
PROPOSED USE:
ALLOWED UNITS:
PROVIDED UNITS:
MINIMUM SETBACKS:
-FRONT:
-SIDE:
-REAR:
REQUIRED OPEN SPACE/NATURAL AREA:
TOTAL OPEN SPACE/NATURAL AREA:
UNUSABLE OPEN SPACE/NATURAL AREA:
WETLANDS, PONDS, AND STREAMS
TREE SAVE AREA:
USEABLE OPEN SPACE/NATURAL AREA:
20134154
R-17 (MF)
2.05 ACRES (AFTER R/W DEDICATION)
MULTI -FAMILY APARTMENT HOMES
17 PER ACRE (17*2.27=38.59 UNITS)
36 UNITS
30'
10'
50'
t0.40 AC (17.5%)
t0.64 AC (28.4%)
t0.00 AC
t0.362 AC
t0.278 AC
REQUIRED TREE SAVE AREA: t0.31 AC (15% OF SITE AREA)
PERCENTAGE EX. TREE SAVE AREA PROVIDED = 9.75% (0.20 AC)
REQUIRED TREE SAVE MITIGATION = 15%-9.75% = 5.25% X 1.5 FACTOR
ACRES)
PERCENTAGE
TREE SAVE AREA MITIGATED = 7.88% (0.162
AC)
TOTAL TREE
SAVE REQUIRED (EX. AND
MITIGATED) = 0.20
+ 0.161
TOTAL TREE
SAVE PROVIDED (EX. AND
MITIGATED) = 0.20
+ 0.162
TREES REQUIRED
IN MITIGATED AREA =
6 IN ADDITION TO
BUFFER
COORDINATE
PLACEMENT WITH URBAN
FORESTER
TREE SAVE AREA TO BE PLATTED = 0.362 ACRES
OWNER/DEVELOPER
NAME: 10525 STEELE CREEK, LLC. (MARK CARPENTER)
ADDRESS: 6412 BANNINGTON ROAD
CHARLOTTE, NC 28226
PHONE #: [phone]
EMAIL: mark. carpenter®chlandcompany.com
North Carolina agent for the person or firm who is financially responsible:
Person or Firm: 10525 STEELE CREEK, LLC
Address: 6412 BANNINGTON ROAD
CHARLOTTE, NC 28226
Telephone: [phone] Fax:
Email Address: [e-mail]
=7.875% (0.161
= .361 ACRES
= .362 ACRES
AND STREET TREES.
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Kyle J. Crowe PE (039112)
8020 Tower Point Drive O
Charlotte, North Carolina 28227 J
Phone: [phone], Fax: [phone]
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kcrowe@mckimcreed. corn =
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• REMOVED
MIN an
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6
REVISIONS PER CITY COMMENTS
08/07/18
5
REVISION PER CITY COMMENTS
06/08/18
4
REVISIONS PER THIRD SUBMITTAL COMMENTS
04/30/18
3
REVISIONS PER SECOND SUBMITTAL COMMENTS
03/19/18
2
COMMENTS PER NCDOT, ARCHITECT & ADDED SEWER PROFILE SHEET
02/08/18
1
1 REVISIONS PER FIRST SUBMITTAL COMMENTS
01/03/18
REV.NO.
DESCRIPTIONS
DATE
REVISIONS
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vNICKIA4&CREED
8020 Tower Point Drive
Charlotte, North Carolina 28227
Phone: [phone], Fax: [phone]
F-1222
www.mckimcreed.com
10525 STEELE CREEK, LLC
SURVEYZDEMO NOTES:
1. ALTA / ACSM & TOPOGRAPHIC SURVEY PERFORMED BY TIDEMARK
LAND SERVICES. DATE OF SURVEY. AUGUST 2, 2017.
2. A COPY OF THE BOUNDARY AND TOPOGRAPHIC SURVEY HAS BEEN
PROVIDED NEAR THE END OF THE PLAN SET
3. BEARINGS ARE RELATIVE TO NC GRID NORTH NAD83 (2011) BASED
ON A GPS SURVEY.
/
4. UTILITY STATEMENT: THE UNDERGROUND UTILITIES SHOWN HAVE
���v�,
BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING
DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE
UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE
AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER
DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN
THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY
ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION
AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE
UNDERGROUND UTILITIES.
5. EROSION CONTROL MEASURES SHOWN ON STAGE 1 EROSION CONTROL
PLAN SHALL BE INSTALLED TO THE GREATEST EXTENT POSSIBLE PRIOR
TO BEGINNING DEMOLITION MEASURES.
RIM=635627.58
INS• IOUT=627.30
CONTRACTOR TO MILL 1.5"
NSF UROGI-U LANE WIDTH (SEE STRIPING
S(EFp A 20 34A356 PLAN SHEET C7.0)
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PROP. TREE SAVE AREA
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STEELE CREEK APARTMENTS
STEELE CREEK ROAD
CHARLOTTE, NC
1
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20' 0 20' 40'
SCALE: 1 "=20' (Horiz.)
DATE:
10/06/2017
MCE PROJ. #
07277-0001
DRAWN
KILT
DESIGNED
M&C
CHECKED
KJC
PROJ. MGR.
KJC
SCALE
HORIZONTAL:
1 "=20'
VERTICAL:
N/A
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M&C FILE NUMBER
MCFN
DRAWING NUMBER
C2.0
STATUS: ISSUED FOR REVISION
PERMIT REVIEW 6

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(SHADED AREA)
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LOVER FEE: 641.5' I /PROP. IN TI I I I M\ `° CIDI
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6
REVISIONS PER CITY COMMENTS
08/07/18
5
REVISION PER CITY COMMENTS
06/08/18
4
REVISIONS PER THIRD SUBMITTAL COMMENTS
04/30/18
3
REVISIONS PER SECOND SUBMITTAL COMMENTS
03/19/18
2
COMMENTS PER NCDOT, ARCHITECT & ADDED SEWER PROFILE SHEET
02/08/18
1
REVISIONS PER FIRST SUBMITTAL COMMENTS
01/03/18
REV.NO.
DESCRIPMONS
DATE
REVISIONS
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8020 Tower Point Drive
Charlotte, North Carolina 28227
Phone: [phone], Fax: [phone]
F-1222
www.mckimcreed.com
1
STEELE CREEK APARTMENTS
STEELE CREEK ROAD
CHARLOTTE, NC
EROSION CONTROL STAGE II
I .
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STEELE CREEK ROAD STRIPING
EROSION CONTROL PLAN
20' 0 20' 40'
SCALE: 1"=20' (Horiz.)
DATE:
10/06/2017
MCE PROJ. #
07277-0001
DRAWN
KILT
DESIGNED
M&C
CHECKED
KJC
PROJ. MGR.
KJC
0:
•�•
SCALE
M&C FILE NUMBER
MCFN
HORIZONTAL:
DRAWING NUMBER
1 "=20'
VERTICAL:
C3.1
N/A
STATUS: ISSUED FOR REVISION
PERMIT REVIEW 6
NW-

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Know what's below.
Call before you dig.
6
REVISIONS PER CITY COMMENTS
5
REVISION PER CITY COMMENTS
4
REVISIONS PER THIRD SUBMITTAL(
3
REVISIONS PER SECOND SUBMITTAL
2
COMMENTS PER NCDOT, ARCHITECT
1
REVISIONS PER FIRST SUBMITTAL C
REV.NO.
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SITE STATISTICS
PARCEL NUMBERS:
ZONING:
PHASE AREA:
PROPOSED USE:
ALLOWED UNITS:
PROVIDED UNITS:
MINIMUM SETBACKS:
—FRONT-
-SIDE:
—REAR:
PARKING:
—REQUIRED:
—PROPOSED:
—REQUIRED (BIKE):
—PROPOSED (BIKE):
201-34-154
R-17MF
2.05 ACRES
RESIDENTIAL APARTMENT HOMES
17 PER ACRE (17*2.27=38.59 UNITS)
36 UNITS
30'
10'
50'
54 SPACES (1.5 SPACES PER UNIT)
62 SPACES
2
2
SOLID WASTE REQUIRED: 8 CU. YD. COMPACTOR PER 90 UNITS
SOLID WASTE PROPOSED: ONE 8 CU. YD. COMPACTOR
RECYCLING REQUIRED: 144 SQ. FT. STATION PER 80 UNITS
RECYCLING PROVIDED: 65 SQ. FT. STATION
MAX BUILDING HEIGHT ALLOWED: 40'
PROPOSED BUILDING HEIGHT: 42.66'
OPEN SPACE/NATURAL AREA REQUIRED: 17.5% (0.40 ACRES)
OPEN SPACE/NATURAL AREA PROVIDED: 28.4% (0.64 ACRES)
RADII NOTE:
ALL RADII ARE 5' MEASURED TO FACE OF CURB UNLESS MARKED OTHERWISE.
PAVEMENT MARKING NOTE:
ALL PAVEMENT MARKINGS IN R/W ARE TO BE
PER NCDOT STANDARDS.
PAVEMENT SECTION NOTE:
GC SHALL REFER TO CURRENT GEOTECHNICAL REPORT FOR
REQUIRED PAVEMENT CONSTRUCTION CHARACTERISTICS.
UTILITY NOTE:
ALL UTILITIES ARE TO BE INSTALLED UNDERGROUND.
COMPELTION TIMETABE:
START. SUMMER 2018
FINISH: SPRING 2019
REEK APARTMENTS
CREEK ROAD
�RLOTTE, NC
>ITE PLAN
HATCH LEGEND
NATURAL AREA
UNDISTURBED/REVEGETATED
NATURAL AREA (EXCEPT IN PROTECTED TREE SAVE AREA)
SHALL BE REVEGETATED WITH 36 TREES/ACRE AS
REQUIRED IN SEC 18-175 (C) (1) OF CITY ORDINANCE
20' 0 20' 40'
SCALE: 1 "=20' (Horiz.)
DATE:
10/06/2017
MCE PROJ. #
07277-0001
DRAWN
KILT
DESIGNED
M&C
CHECKED
KJC
PROJ. MGR.
KJC
SCALE
M&C FILE NUMBER
MCFN
HORIZONTAL:
DRAWING NUMBER
1 "=20'
VERTICAL:
C4.0
N/A
STATUS: ISSUED FOR REVISION
PERMIT REVIEW 6
N

�-41.6
ME
SS
3" PVC SS LINE I
STORM PIPE LAYOUT ALONG SITE FRONTAGE
JB1 PROP. JUNCTION BOX (TYP)
REFER TO STRUCTURE SCHEDULE
ROAD I,�ENTERLINE
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PVC SS LINE
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ROAD C�E�TERLINE
PROP. STORM STRUCTURE (TYP)
REFER TO STRU TORE SCHEDULE
B (NCDOT DETAIL\\,4Q.02)
STANDARD AC SIBLE
RAMP (TYP.) NCD T 848.06
6 9 LANDING SHALL EED NOT /
3.64 6 a IN ANY DIRECTI01��
639.6 63 .7
\ I SIDEWALK SHALL NOT
XCE�ED 2% CROSS SLOPE /
5% RUNNING SLOPE
\ 1 W Wool- - Ss\
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LANDING SHALL NOT EXCEED
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STANDARD ACCESSIBLE
RAMP (TYP.) NCDOT 848.06
STORM PIPE SCHEDULE
START RIM
STRUCTURE' ELEVATION
INVERT
START
STOP
STRUCTURESTOP
INVERT
LENGTH
FT
i
SLO�FI'N
FT/CFS
FLOW
CAPACITY
CFS
DRAINAGE
AREA
ACRES
VIEOC
FPS
PIPE
MATERIAL
STD.
NO.
C3-1 645.15
640.15
CB-2
639.30
120
0.007 18
0.17
a84
0.040
1.96
RCP
NCDOT 840.02
C3-2 643.90
639.10
CB-3
637.50
152
0.011 18
0.62
10.79
0.110
a31
RCP
NCDOT 840.02
C3-3 641.95
637.30
CB-4
636.05
104
0.012 18
1.16
11.52
0.140
4.18
RCP
NCDOT 840.02
CB-4 640.20
635.85
JB-1
633.75
85
0.025 18
1.46
16.51
0.080
5.76
RCP
NCDOT 840.02
D!-1 639.50
636.25
CB-5
636.00
49
0.005 1 15
2.08
4.63
0.490
a67
RCP
CLDS 20.054
CB-5 639.75
636.00
CB-6
635.42
114
0.005 15
2.36
4.61
0.070
a78
RCP
CLDS 20.05A
CB-6 639.50
635.42
CB-7
635.23
38
0.005 15
3.11
4.56
0.190
4.00
RCP
CLDS 20.05A
CB-7 639.75
635.23
CB-8
634.65
117
0.005 15
1 4.33
1 4.55
1 0.300
4.22
1 RCP
CLDS 20.05A
CB-8 639.75
634.65
FES-1
634.58
12
0.006 18
1 5.89
1 7.90
1 0.400
4.90
1 RCP
CLDS 20.22
PCCO SUMMARY
Original Parcel ID Number(s):
20134154
Development Type:
Multi -Family
Subject to PCCO? Y/N
Yes
If NO, why?
-- Click for Dropdown --
Watershed:
Central Catawba
Disturbed Area (ac):
3.35
Site Area (ac):
2.27
Catawba
Total on -site Drainage Area (ac):
2.01
Existing Built -upon -area (SF):
4820
Existing BUA to be removed (SF):
4820
Existing BUA to remain (SF):
0
Proposed New BUA (SF):
41918
Proposed % BUA:
47%
Density (High / Low)
High
Total Post -Project BUA for site:
47%
Development or Redevelopment?
Development
Natural Area Required (ac):
0.4
Natural Area provided, total (ac):
0.64
Undisturbed Treed Natural Area Preserved (ac):
0.20
Total stream buffer protected on -site (ac):
0
Transit Station Area? Y/N
N
Distressed Business District? Y/N
N
Mitigation Type (if applicable)
NIA
Natural Area mitigation? Y/N
N
Buffer Mitigation? Y/N
N
Total Phosphorous Mitigation? Y/N
N
EX. RIGHT-OF-WAY
SIDEWALK SHALL NOT
EXCEED 2% CROSS SLOPE
OR 5% RUNNING SLOPE
6
REVISIONS PER CITY COMMENTS
08/07/18
5
REVISION PER CITY COMMENTS
06/08/18
4
REVISIONS PER THIRD SUBMITTAL COMMENTS
04/30/18
3
REVISIONS PER SECOND SUBMITTAL COMMENTS
03/19/18
2
COMMENTS PER NCDOT, ARCHITECT & ADDED SEWER PROFILE SHEET
02/08/18
1
1 REVISIONS PER FIRST SUBMITTAL COMMENTS
01/03/18
REV.NO.
DESCRIPTIONS
I DATE
REVISIONS
E
II
I%
TREL- Q_ EUON.
F I 1 \ 0 I FENCING �� \ \�PROP. STORM STRUCTURE (TYP)
REFER TO STRUCTURE SCHEDULE
--(C-LDS 20.05A)
EX. SANITARY SE R
\ \ EASEMENT
1 S I 1 TREE PR?YTWTTrM
FENCING \\ I
r 641. \ ASS \ \\\
I o 000 \ \ \\ \ \
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45,982 S.F.
LEVEL 1, 2, & 3: 15,328 S.F. j
LOWER FFE: 641.5'
I
20' PCCE MAINTENANCE \
e EASEMENT
�
/ I
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I`° 1 \
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\ (SEE DETAIL)
I I
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I " e � 639
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642
XX
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\-`-------- THE
_ _ \ _ \ X FENC
lots St
64J-
/ -644
�-TREE PROTECTION - - - _640
FENCING \\
- ll
1/
v
v &CREED
8020 Tower Point Drive
Charlotte, North Carolina 28227
Phone: [phone], Fax: [phone]
F-1222
www.mckimcreed. corn
NOTE: ADA PARKING SPACES MUST
MAINTAIN A GRADE OF 2% OR LESS
IN ALL DIRECTIONS.
30' PCSO BUFFER
zz
PROP. RIPRAP APRON AT
0% (TYP)
/
EX. SSMH 25
RIM=635627.5a
v
I�UT_
627 30
TREE CTION iN�
FEN CyfGG
I� PROP. HEADWALL
NCDOT STD. 838.80
36" CP 01.157.
-PRbP. OUTLET/ CONTROL
S/T1 TURE /(SEE DETAILS)
-PROP. SAND FILTER
REQUIRED AREA = 427 sq. ft.
(SEE BMP DETAIL SHEET FOR
DESIGN SPECIFICATIONS)
-SAND FILTER ELEVATION: 637.28'
II
I �
PROP, WATER QUALITY POND
POND BOTTOM=637.28'
STOP OF BERM=639.70'
EMERGNCY OVERFLOW=639.06'
WEIR LENGTH=10'
CONTRACTOR TO ENSURE 1%
SLOPE TOWARDS SAND FILTER
BOTTOM OF DRY POND: 637.28'
PCCE FOR SAND FILTER
(EXTENDS TO TOE OF
SLOPE)
-PROP. FLARED END
SECTION (TYP)
EMERGENCY OVERFLOW
TECTION
•
_ 0
I �
1 Know what's below.
Call before you dig.
20' 0 20' 40'
SCALE: 1 "=20' (Horiz.)
STEELE CREEK APARTMENTS
STEELE CREEK ROAD
CHARLOTTE, NC
GRADING PLAN
DATE:
10/06/2017
MCE PROJ. #
07277-0001
DRAWN
KILT
DESIGNED
M&C
CHECKED
KJC
PROJ. MGR.
KJC
SCALE
M&C FILE NUMBER
MCFN
HORIZONTAL:
DRAWING NUMBER
1 "=20'
VERTICAL:
C5.0
N/A
STATUS: ISSUED FOR REVISION
PERMIT REVIEW 6

STEEL POST
2 X 4
FENCE RAIL 3X
CV
BITUMINOUS CONCRETE
SURFACE COURSE
;TWO 1" LIFTS)
TACK COAT
AGGREGATE BASE COURSE
COMPACTED SUBGRADE
DIMENSIONS MUST BE CONFIRMED
WITH GEOTECHNICAL REPORT
LIGHT DUTY BITUMINOUS PAVEMENT
STEEL POST
2 X 4 FENCE RAIL
1 X 6
FENCE BOARD
I
o OPTIONAL
POST COVER
1 X 4
PLAN OR 1 X 6
8'-0" SECTION WIDTH CTR TO CTR
(16 BOARDS & 0 SPACES)
2'-0"
FENCE SECTION ELEVATION
END VIEW � � loll
NOTES:
1. FOOTING WIDTH TO BE 10" MINIMUM DEPTH 30'.
2. DIMENSIONS SHOWN ARE NOMINAL FOR WOOD.
3. FINISHED SIDE OF FENCE TO FACE RESIDENTIAL -ZONED PROPERTY.
D� 5 6' SOLID BOARD FENCE DETAIL
NOM 6' FENCE HEIGHT
1 X 6 FENCE BOARDS
AS12.1
4'-0"x7'-4" MAONNRY
OPENING
Provide CMU Bond Beam 04
& Loose Lintel
Return Brick Into Jamb As1.1
Exp. t.
AN
BORE HOLES IN CONCRETE
To Accept Cane Bolts for
both open & closed
positions
r -I r--------1'
I I I I I I I
a I I
I I I I
I I
I � I
L - - - - - - J L - - - - - - - J
T.O.Slab
O O Ref Civil O C
18'-0"
DUMPSTER PAD DETAIL
6'-0"
2"
NOM
u
1/2- RADIUS �6^ 2'-0'
3" RADIUS
� V d
Q .
STANDARD 2'-6" CURB AND GUTTER
1 -6"
jIIT � US
vl °tld'
N
a di
�2'-0"�
2'-0" STANDARD CURB & GUTTER
• CITY OF CHARLOTTE
�rn LAND DEVELOPMENT STANDARDS
CHARLOTTE- INCLUDES CHARLOTTE ETJ
1/2" RADIUS 6" 1'-0"
1/8" RADIUS" RADIUS
d;
1/a" RADIUS
N
e • \
I----t'-s'-I
V-6" STANDARD CURB AND GUTTER
RADIUS
d 02 FT/FT 03 FT T
N
M
,Io°''
1 1 d ° d
03 FT/Fr
SLOPE FOR VARIABLE
SUPERELEVATION RATES
NOT TO SCALE
STANDARD CURB AND GUTTER STD. N0. R
10.17A
1/6"
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
q•_"'s:
•';'•4'''�_•p!� •;�,f�'
SIDEWALK JOINS ANY RIGID STRUCTURE.
2.
SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6" THICK.
r ••
3.
WIDTH OF SIDEWALK ON THOROUGHFARE STREETS SHALL BE A MINIMUM OF 6'. WIDTH
A' "'' •p
OF SIDEWALKS IN THE CENTRAL BUSINESS DISTRICT WILL BE DETERMINED BY THE CDOT.
•: •'i-
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.
UDS 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-----�e
RESULTS IN A MAXIMUM OF 1/4" FROM FLUSH.
\ '\
-1/8"
�/'_ d A
TO 1/4"
JOINT FILLER o
1/2"of
TRANSVERSE EXPANSION CURB &GUTTER
JOINT IN SIDEWALK
PROPOSED 4" CONCRETE SIDEWALK
DETAILS SHOWING EXPANSION JOINTS
IN CONCRETE SIDEWALK
EXAMPLE SIDEWALK CONSTRUCTION DIMENSIONS:
WIDTH
RISE
CROSS -SLOPE
1.56%
4'
5'
1.
1.67%
6'
1-1"
1.56%
8'
1-}"
1.56%
1/2" EXPANSION JOINT
1.50% (2.00% MAX.)
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS CONCRETE SIDEWALKS
f HARWFTF. INCLUDES CHARLOTTE ETJ
NOT TO SCALE
10.22
RECOMMENDED MINIMUM COMPACT
10 1.
NOTE: I I
G.C. TO PROVIDE DUMPSTER PAD aE �a' . N �m vaa }�
& ENCLOSURE.
CONCRETE APPROACH BY OTHERS PARKING ANGLE 90' 0
(TWO WAY OPERATION ONLY) o I } w o ! 1 11
w o ! 1 w
+ I U U U
(2) GATES LL LL LL
6" Painted P.T. Wood Planks 3 3 3
on Galvanized Metal Framing NOTES:
w/ Galvanized Metal Latch I I I I I I I I I I I 1. FOR ACCESSIBLE PARKING
and Hinges 18'-6" 26'-0" 18'-6" 18'-6" 23'-0" 17'-0" 16'-0" 21'-0" 15'-0"
m o STAN DAR DS/SIGNAGE SEE STDS.
1 50.10A, B, AND C.
o,
6" DIA. STEEL PIPE FILLED w n w wD. 2. PAVEMENT MARKINGS SHALL BE 4"
WITH CONCRETE (Painted) a -.I= a a WHITE PAINT.
See 03/AS1.1 1n o rn o n o
PARKING ANGLE 60" wo 0 0 3. ALTERNATIVE PARKING ANGLES,
(ONE WAY OPERATION ONLY) w + w w AISLE WIDTHS, AND OPERATION
6" CONCRETE SLAB o <w o I < GO
o ¢ (TWO-WAY ANGLED PARKING OR
w w REVERSE -ANGLE PARKING) WILL
BE CONSIDERED BY CDOT ON A
BRICK, Type "1" & CMU 3 3 CASE -BY -CASE BASIS.
MASONRY WALL
Paint F.O. Block to match 20'-6" 16'-0" 18'-6" 18'-0" 16'-0" 16'-6" 15'-0" 14'-0" 14'-0"
Brick °
I
N O
I
tV
DUMPSTER, By Others a m ¢ m a ^D m
o a (n I 0
N U n U V U
PARKING ANGLE 45" � w w I
(ONE WAY OPERATION ONLY) a o a o a o
I
.6" DIA. STEEL PIPE 3 3 3
BOLLARD, Typ.
See 05/AS1.1
19'-6"12'-0" 16'-6" 17'-6"12'-0"16'-0. 14'-O"12'-0" 13'-O-
6
REVISIONS PER CITY COMMENTS
08/07/18
5
REVISION PER CITY COMMENTS
06/08/18
4
REVISIONS PER THIRD SUBMITTAL COMMENTS
04/30/18
3
REVISIONS PER SECOND SUBMITTAL COMMENTS
03/19/18
2
COMMENTS PER NCDOT, ARCHITECT & ADDED SEWER PROFILE SHEET
02/08/18
1
REVISIONS PER FIRST SUBMITTAL COMMENTS
01/03/18
REV.NO.
DESCRIPTIONS
DATE
REVISIONS
• CITY OF CHARLOTTE
�! LAND DEVELOPMENT STANDARDS
CHARLOTTE- INCLUDES CHARLOTTE ETJ
SEAL
,E'Si y�llf llFlft ltl+ -- -'
/fit=
F 3
039112 � z
r
0.
tb�+++✓I+i a<! Li ►stir
NOT TO SCALE
PARKING STANDARDS
v
vNICKIA4 & CREED
8020 Tower Point Drive
Charlotte, North Carolina 28227
Phone: [phone], Fax: [phone]
F-1222
www.mckimcreed. corn
SEE APPROVED
PRESERVATION F
REQUIRED RADIU
OF TREE BARRIE
NOTES:
1. REMOVE ALL BARRIERS UPON COMPLETION OF PROJECT.
2. LANDSCAPING PLANS SHALL SHOW THE LOCATIONS OF ALL TREE PROTECTION FENCES.
3. REFER TO CITY OF CHARLOTTE LANDSCAPE CONSTRUCTION STANDARDS SECTION 01000
FOR GENERAL SPECIFICATION REGARDING TREE PROTECTION.
PLAN VIEW OF ROOT ZONE
ONE FOOT FOR EACH
INCH OF TRUNK DIAMETER
OR 1/2 HEIGHT OF TREE
FOR PRUNING SEE WHICHEVER IS GREATER
INTERNATIONAL SOCIETY I
OF ARBORICULTURE SPECS. I `F'OF
OR
DEAD TREES AND SCRUB OR UNDER
GROWTH SHALL BE CUT FLUSH WITH,,',--,
ADJACENT GRADE. NO GRUBBING
ALLOWED UNDER DRIP LINE.
2"x4" STANDARDS + 1"x4" RAILS
OR ORANGE SAFETY FENCING
MAY BE USED.
• CITY OF CHARLOTTE
�! LAND DEVELOPMENT STANDARDS
C.'HARLOTTE- INCLUDES CHARLOTTE ETJ
R7-8P
TREE PROTECTION DETAIL
E
S L E
DIMENSIONS (INCHES)
A
B
C
I D
E
I F
I G
H
J
K
L
12
6
3/8
3/8
1-1/2
1-1/2D
1/2
1D
2-1/2
4
1-1/2
•INCREASE SPACING 50%
D-FHWA (FEDERAL HIGHWAY ADMINISTRATION/USDOT)
SERIES D LETTERS
LEGEND AND BORDER - GREEN
BACKGROUND - WHITE
• CITY OF CHARLOTTE
Ob LAND DEVELOPMENT STANDARDS
(MARLOTTE- INCLUDES CHARLOTTE ETJ
►[•11r26*3
M
6" BARK MULCH, PLACE BARK
MULCH AT AREAS NOT
PROTECTED BY BARRIER.
40.02
VAN
:ACCESSIBLE..
SIGN R7-8P
F
RESERVED
G
PARKING
TH
-
-SIGN R7-8
EE
MAXIMUM
o
PENALTY
SIGN CLDSM #50.10C
Z
$ 250
o_
n
o
m
o
o
Z
N
0
N
w
w
FINISHED GRADE
NOT TO SCALE
SUPPLEMENTAL VAN ACCESSIBLE
SIGN R7-8P STD. N0. REV.
C 50.10B 9 .
1. REMOVE WIRE AND NYLON TWINE FROM BALL AND CANOPY.
2. SOAK ROOT BALL AND PLANT PIT IMMEDIATELY AFTER INSTALLATION.
3. STAKING IS REQUIRED FOR ALL TREES IN R.O.W. OR UPON
REQUEST OF ARBORIST.
4. REMOVE EXCESS SOIL FROM SITE AND DISPOSE OF IN A
LEGAL MANNER.
5. RESEED UNMULCHED, DISTURBED AREAS.
3/4• NYLON STRAP
6" SUP KNOT WITH STOP KNOT.
6" LARGER THAN TREE DIAMETER
ROOT CROWN TO
BE AT FINISH GRADE
EP MULCH AWAY FROM
TRUNK 1" TO V
4" HIGH / 6" WDE MAXIMUM
BERM OUTSIDE OF ROOTBALL
4' MAXIMUM LAYER OF MULCH
3 - 1N2"x18" WOOD STAKES
WITH CENTERED 3/8" HOLE
DRIVEN IN UNE NTH STRAP
EQUALLY SPACED AROUND TREE
FINISH GRADE
BACKFILL AS SPECIFIED
REMOVE TYPICAL EXCESS SOIL _ .t.•
FROM ROOT CROWN
REMOVE TOP 1/3 BURLAP UNDISTURBED 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' 16' 32• 2," NOT TO SCALE
• CITY OF CHARLOTTE h LAND DEVELOPMENT STANDARDS TREE PLANTING
CHARLOTTE.. INCLUDES CHARLOTTE ETJ (FOR SINGLE AND MULTI -STEM TREES) 140.011,
m OfMATERIAL AND DIMENSIONS PER
:> MANUFACTURER'S SPECIFICATIONS
U
0�W-4
2'-4-
0 ** CLEAR
wTQHORS OR 3'
MOUNTING
m � 15"I to 30"
SIDE VIEW
8'*s
Of �2' CLEAR
Of
U ICU
o
i; 3'-6" 2'-4"
< � Cu
Z
J
NOTES:
1. BIKE RACK GENERAL REQUIREMENTS:
• SHOULD SUPPORT THE BICYCLE UPRIGHT
WITHOUT PUTTING STRESS ON THE WHEELS
• SHOULD ACCOMODATE A VARIETY OF BICYCLES
AND ATTACHMENTS
• SHOULD ALLOW LOCKING OF FRAME AND AT
LEAST ONE WHEEL WITH U-LOCK
• SHOULD PROVIDE SECURITY AND LONGEVITY
FEATURES APPROPRIATE FOR THE INTENDED
LOCATION
SHOULD BE INTUITIVE
2. BIKE RACKS SHOULD BE INSTALLED PER
MANUFACTURER'S RECOMMENDED INSTALLATION
PROCEDURES.
3. ALTERNATIVE BIKE RACKS OR LOCKERS MAY BE USED
BUT ARE SUBJECT TO APPROVAL OF THE CHARLOTTE
DEPT. OF TRANSPORTATION.
4. ALL DIMENSIONS SHOWN ARE MINIMUM.
5. RACK MUST BE CANE DETECTABLE. RACK AND
CLEARANCES SHOWN ARE TO BE OUTSIDE THE
PEDESTRIAN ACCESSIBLE ROUTE.
s 3'* TYPICAL MOUNT OPTIONS:
m
WALL, BUILDING FACE, OR CURB° tl
PLAN VIEW
• 5' MINIMUM SEPARATION FROM CURB FACE WHEN INSTALLED
ADJACENT TO A CURB WITH "HEAD -IN" AUTOMOBILE PARKING SURFACE IN -GROUND
PLATE BASE WITH ANCHORS EMBED INTO
•* MEASURED FRON NEAREST VERTICAL COMPONENT OF NEIGHBORING (NOT PERMITTED IN CONCRETE BASE
RACK PAVER BRICK SURFACE)
NOT TO SCALE
• CITY OF CHARLOTTE INVERTED "U" RACK FOR
LAND DEVELOPMENT STANDARDS BICYCLE PARKING ST N0. REV.
CHARLOTTE. INCLUDES CHARLOTTE ETJ 50.20 15,
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.
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.
5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA
STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN SEE STD. NO. 30.11B.
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
STREET WITH AN EXISTING SIDEWALK TO REMAIN OPEN DURING CONSTRUCTION.
7. FOLLOW WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH) FOR SIDEWALK CLOSURE OR DETOUR/DIVERSION.
EXISTING GROUND
SOIL STABILIZATION FABRIC
UNDER 2-3" OF WASHED STONE
PUBLIC STREET
EX. GONG.
DRIVEWAY APRON
WITH SIDEWALK AT
BACK OF CURB
(IF RETAINED DURING
CONSTRUCTION.of
H-
w
w
U
NOT TO SCALE
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS STABILIZED CONSTRUCTION ENTRANCE
CHARLOTTE- INCLUDES CHARLOTTE ETJ 130.11 A 115,
SEE APPROVED
PRESERVATION F
REQUIRED RADIU
OF TREE BARRIE
NOTES:
1. REMOVE ALL BARRIERS UPON COMPLETION OF PROJECT.
2. LANDSCAPING PLANS SHALL SHOW THE LOCATIONS OF ALL TREE PROTECTION FENCES.
3. REFER TO CITY OF CHARLOTTE LANDSCAPE CONSTRUCTION STANDARDS SECTION 01000
FOR GENERAL SPECIFICATION REGARDING TREE PROTECTION.
PLAN VIEW OF ROOT ZONE
ONE FOOT FOR EACH
INCH OF TRUNK DIAMETER
OR 1/2 HEIGHT OF TREE
FOR PRUNING SEE WHICHEVER IS GREATER
INTERNATIONAL SOCIETY
OF ARBORICULTURE SPECS. FOi
DEAD TREES AND SCRUB OR UNDERo
GROWTH SHALL BE CUT FLUSH WITH-'
ADJACENT GRADE. NO GRUBBING
ALLOWED UNDER DRIP LINE. 1
2"x4" STANDARDS + 1"x4" RAILS
OR ORANGE SAFETY FENCING
MAY BE USED.
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS TREE PROTECTION DETAIL
CHARLOTTE INCLUDES CHARLOTTE ETJ
STEELE CREEK APARTMENTS
STEELE CREEK ROAD
CHARLOTTE, NC
CONSTRUCTION DETAILS
DATE:
10/06/2017
MICE PROJ. #
07277-0001
DRAWN
KILT
DESIGNED
M&C
CHECKED
KJC
PROJ. MGR.
KJC
NI,
Jq
a
0 6" BARK MULCH, PLACE BARK
MULCH AT AREAS NOT
PROTECTED BY BARRIER.
40.02
SCALE
M&C FILE NUMBER
MCFN
HORIZONTAL'
DRAWING NUMBER
N/A
VERTICAL:
C9.0
N/A
STATUS: ISSUED FOR REVISION
PERMIT REVIEW 6

GENERAL NOTES:
1. MORTAR JOINTS SHOULD BE BETWEEN 3/8" AND 5/8" THICK.
2. ALL CONCRETE TO BE 3600 P.S.I COMPRESSIVE STRENGTH.
3. THE 6" OPENING SHOWN MAY BE INCREASED TO 8" MAX. IF DEEMED TO
BE NECESSARY BY THE ENGINEER.
4. ALL CATCH BASIN OVER 3'-6" IN DEPTH SHALL BE PROVIDED WITH STEPS
V-2" ON CENTERS. STEPS SHALL BE IN ACCORDANCE WITH STD. 20.12.
5. CONCRETE BRICK MAY BE USED IN LIEU OF HARD COMMON CLAY BRICK.
6. JUMBO BRICK WILL BE PERMITTED.
7. FOR 8'-0" IN HEIGHT OR LESS USE 8" WALL. OVER 8'-0" IN HEIGHT USE 12"
WALL TO 6'-0" FROM TOP OF WALL, AND 8" WALL FOR THE REMAINING W-0".
8. ALL EXPOSED JOINTS WILL BE CONCAVE TOOLED.
9. ALL PIPE IN STORM DRAIN STRUCTURE SHALL BE STRUCK EVEN WITH THE
INSIDE WALL, GROUTED AND BRUSHED SMOOTH.
10. WEEP HOLES SHALL BE PLACED IN BACK WALL WITH FILTER FABRIC
OR STONE ON BACK SIDE.
11. THIS CATCH BASIN IS NOT TO BE USED WITHIN STREET RIGHT OF WAY
UNLESS OTHERWISE APPROVED BY CITY ENGINEER.
DIMENSIONS OF
BOX AND PIPE
REINFORCING
COVER
PIPE
SPAN
WIDTH
HEIGHT
BARS - X
BARS - Y
TOTAL
DIMENSION
D
A
B
H101N)
NO.
LENGTH
NO.
LENGTH
LBS,
F
G
15"
3'-6"
2'-3"
2'-7"
2
3'-4"
7
4'-7"
26
4'-10'
3'-7"
18"
4'-0"
2'-8"
2'-11'
2
3'-9"
8
5'-1"
33
5'-4"
4'-0"
24"
4'-0"
2'-8"
V-5"
2
3'-9"
8
5'-1"
33
5'-4"
4'-0"
4'-0"
3'-6"
3'-11"
2
4'-7"
9
5'-1"
37
5'-4"
'-10"
4'-0"
3'-6"
4'-6"
2
4' 7"
9
5'-1"
37
5'-4"
'-10"
L:4�2"
4'-0"
3'-6"
4'-11"
2
4'-7"
9
5'-1"
37
5'-4"
'-10"
4'-6"14'-0"
5'-5"
1 2
1 5'-1"
1 10
1 5'-7"
1 45
5'-10
5'-4"
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
CJIARIATI7? INCLUDES CHARLOTTE ETJ
ALTERNATF WAI I
CONF
t7T
H
PLAN
3' T SCOPe
o j+
Q0
SECTION
SEE STD. 20.23 AND 20.24
I
i
O
4' I
I
END VIEW
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
CHARLOTTL:. 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
2ND. OPENING 4" CONCRETE
IF REQUIRED [-COVER
INLET
SECTION Y-Y
PLAN
SECTION X-X
SLAB TYPE CATCH BASIN
15" THRU 48" PIPE
RING AND COVER
STD. 20.05B
OR OPTIONAL DROP
INLET FRAME AND
GRATE (NCDOT STD
840.16)
20.05A
TABLE OF DIMENSIONS
D
T
A
B
C
E
L
WT.
12"
2-1/4"
4"
2'-0*
4'-1"
2'-0'
6'-1'
730
15"
2-1/4"
6"
2'-3"
3'-10"
2'-0'
W-1"
730
18"
2-1/2"
9"
2'-3"
V-10"
3'-0'
6'-1"
1190
24'
3"
10"
3'-8"
2'-6"
4'-0'
6'-2-
1770
30"
3-1/2"
V-O"
4'-6"
V-8"
5-0"
6'-2"
2380
36"
4"
V-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"
B'-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"
12,930
72"
7"
3'-0"
W-6"
V-9"
9'-O'
W-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 3600 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.
FLARED END SECTION
12" THRU 72" PIPE
NOT TO SCALE
REV-
20.22 1
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.
B B
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
I W1
CHANNEL SHALL NOT BE ALLOWED.
END OF APRON
8. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON
WILL BE PERMITTED.
PLAN
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
0 S SLOPE
MUST BE STABIUZED.
_.;: _
USE USDA NOMOGRAPH FROM NC SEDIMENT AND EROSION CONTROL MANUAL OR
- 1' MIN.
CHARLOTTE MECKLENBURG STORM WATER DESIGN MANUAL FOR DESIGN DATA.
1 -8" FILTER FABRIC LAP
* d50 (s" fig 8.06 a&6 "NC SEDIMENT AND EROSION CONTROL MANUAL"
dmax - 1.5 x d50
T - 1.5 X dmax.
• CITY OF CHARLOTTE
dh LAND DEVELOPMENT STANDARDS
CILIRLOT'TE. INCLUDES CHARLOTTE ETJ
(IF NEEDED)
ELEVATION
NATURAL GRADE
RIP RAP Ir
T (THICKNESS)-10' MIN.
NOTE; LAYER OF FILTER FABRIC
MINIMUM H-2/3 PIPE DLUIEMR
SECTION B-B
RIPRAP APRON AT PIPE OUTFALLS
OTHER THAN AT SWIM ST R
20.23 7 ,
6
REVISIONS PER CITY COMMENTS
08/07/18
5
REVISION PER CITY COMMENTS
06/08/18
4
REVISIONS PER THIRD SUBMITTAL COMMENTS
04/30/18
3
REVISIONS PER SECOND SUBMITTAL COMMENTS
03/19/18
2
COMMENTS PER NCDOT, ARCHITECT & ADDED SEWER PROFILE SHEET
02/08/18
1
REVISIONS PER FIRST SUBMITTAL COMMENTS
01/03/18
REV.NO.
DESCRIP11ONS
DATE
REVISIONS
TOPSOIL 3" MIN
FILTER FABRIC
2' TO 2.5'
CLEANED WASHED
"CONCRETE" SAND
NOTES:
1. "CONCRETE" SAND REFERS TO SAND THAT
FILTER FABRIC
IS COMMONLY USED IN CONCRETE MIXES.
2. ALL DRAINAGE AREAS TO A SAND FILTER
FACILITY ARE TO BE STABILIZED PRIOR
TO INSTALLATION OF SAND.
TYPICAL SECTION PERFORATED
3. UNDERDRAIN PIPES SHOULD BE MIN. 6"
PIPE/GRAVEL
PERFORATED SCHEDULE 40 PVC (PER
UNDERDRAIN
AASHTO M278) OR DOUBLE WALL HDPE
SYSTEM
(PER AASHTO M252). PERFORATIONS
SHOULD BE %" SPACED 3" ON CENTER
ALONG 4 LONGITUDINAL ROWS SPACED
90' APART.
•
CITY OF CHARLOTTE
(M
LAND DEVELOPMENT STANDARDS
SURFACE SAND FILTER SECTION
CTIARIATTE.
INCLUDES CHARLOTTE ETJ
NOTES:
1. ALL SAND FILTERS SHALL HAVE
A MINIMUM 20 FOOT ACCESS
RIP -RAP
PCCE
EASEMENT CONNECTING TO A
DEDICATED PUBLIC RIGHT OF
APRON
-
WAY. ACCESS ROAD SHALL HAVE
MIN. 12' STABILIZED WIDTH, MAX.
LONG. GRADE OF 15%, MAX.
SDE
CROSS -SLOPE 5%. IN ADDITION,
- -
A 10-FOOT WIDE PERMANENT
MAINTENANCE ACCESS EASEMENT
MUST BE PROVIDED AROUND THE
PERIMETER OF ALL BMPS TO
ALLOW FOR ADEQUATE
PRETREATMENT
MAINTENANCE AND REPAIR.
SEDIMENTATION
2. ALL DRAINAGE AREAS TO A
CHAMBER
SAND FILTER FACILITY ARE TO
BE STABILIZED PRIOR TO
FOREBAY
( )
INSTALLATION OF SAND.
3. CLEAN OUTS IN THE
SDE
UNDERDRAIN SYSTEM ARE TO
I
BE PROVIDED EVERY 50'
MINIMUM. CLEAN OUTS SHALL
HAVE WATER TIGHT, VANDAL
- _
PROOF CAPS AND EXTEND 6"
PCCE
ABOVE THE SURFACE.
4' MAX.
WIRE n
(IF APF
WOVEN FILTER
,-STEEL POST
HARDWARE CLOTH
WASHED STONE
(NCDOT #5 OR #57)
2�
FLOW
ANCHOR SKIRT;
EXCAVATE TRENCH
AND COMPACT
BACKFILL
GENERAL NOTES:
MAINTENANCE NOTES:
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
TALLER THAN 18 INCHES.
HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING
PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
2. HARDWARE CLOTH SHALL BE ANCHORED TO THE STEEL POSTS SECURELY USING
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
IN LENGTH AND BACKFILLED PROPERLY AS SHOWN IN ABOVE DETAIL. HARDWARE CLOTH TO
OR REMOVED IT.
BE SAME AS STD. 30.09 19 GAUGE 1 4' SPACING).
# ( / )
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.
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
21.2 5 10 CILARIAT7T_
INCLUDES CHARLOTTE ETJ
UNDERDRAIN
COLLECTION
POST -CONSTRUCTION
SYSTEM
CONTROLS
EASEMENT
CLEANOUT
(PCCE)
PCCE
Q
OUT LF OW
PCCE
FILTER BED
OVERFLOW
SPILLWAY
AS NEEDED
SEE INSET
FOR OPTION /
/ \ ALL RIP -RAP CLEANOUT
6"�2'RIP BERM
/ #57 WASHED /--FILTEI
INSET
PROFILE VIEW
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS SURFACE SAND FILTER
,01z 'I'TEs INCLUDES CHARLOTTE ETJ
SPILLWAY
AS NEEDED
UNDERDRAIN OUTFLOW
COLLECTION
SYSTEM
NOT TO SCALE
STD. NO.
21 .24 1'
ARM ASSEMBLY
"C" ENCLOSURE
D
D WATER ENTRY UNIT
PERSPECTIVE VIEW
PVC VENT SCHEDULE 40
PVC ELBOW PIPE PVC PIPE
PVC END CAP
WATER SURFACE
PVC END CAP
7-
PVC PIPE N
1/2" HOLES IN N
PVC TEE UNDERSIDE cj1
PVC TEE PLATE ORIFICE
FLEXIBLE f
HOSE SCHEDULE 40
0 PVC PIPE
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.
NOT TO SCALE
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS SKIMMER STD. N0. R
CHARLOTTE. INCLUDES CHARLOTTE ETJ 130.0213112,
SEAL
NICKIA4 & CREED
8020 Tower Point Drive
Charlotte, North Carolina 28227
Phone: [phone], Fax: [phone]
F-1222
www.mckimcreed.com
WIRE FENCING
WOVEN FILTER FABRIC
0
1V
GENERAL NOTES:
1. WIRE FENCING SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A
MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING.
2. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A
PERIOD OF MORE THAN 30 DAYS.
3. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE SELF -FASTENER
ANGLE STEEL TYPE.
4. WIRE FENCING SHALL BE AT LEAST #10 GAGE WITH A MINIMUM OF 6 LINE
WIRES WITH 6" STAY SPACING.
5. TURN SILT FENCE UP SLOPE AT ENDS.
6. WIRE AND WASHED STONE IS REQUIRED TO BE SHOWN ON PLANS AT THE TOE
OF SLOPES GREATER THAN 10 FEET VERTICAL (2:1 SLOPE)
7. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING
IS ADJACENT TO SWIM BUFFERS, STREAMS OR WETLANDS (REFER TO SWIM
BUFFER GUIDELINES). THE COLOR ORANGE IS RESERVED FOR VISUAL
IDENTIFICATION OF ENVIRONMENTALLY SENSITIVE AREAS.
8. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF
FENCE.
9. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH
CAROLNA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL
10. 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
4'-0* MAX. SPACING
(TYPICAL)
8' MAX.
SILT FENCE
OUTLET
NOT TO SCALE
STD. N0.
30.06C 115,
STEEL POST
WIRE FENCING
FILTER FABRIC
rc
n #5 OR #57 WASHED STONE
FLOW gV
8 -
4
ANCHOR SKIRT;
EXCAVATE
TRENCH AND
COMPACT
BACKFILL
MAINTENANCE NOTES:
1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY OR
HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING
PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF
THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE FABRIC
SHALL BE REPLACED PROMPTLY.
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH HALF THE HEIGHT
OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT
FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE,
PREPARED AND SEEDED.
HIGH HAZARD
TEMPORARY SILT FENCE
NOT TO SCALE
30.06E 115,
25%
AREA
INLET ZONE 25%
r-OF 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 V APART
HORIZONTALLY AND VERTICALLY
TO ATTACH THE FILTER FABRIC
TO THE WIRE FENCE.
X
` 3. MINIMUM BAFFLE SPACING IS 10'.
FLOW X 4. THE FLOOR OF THE BASIN IN
\ THE OUTLET ZONE AND BERMS
SHOULD BE SEEDED
D IMMEDIATELY AFTER THE BASIN
IS CONSTRUCTED.
�RTy X 5. REFER TO NCESCPDM SECTION
l/ eeRM SPECIFIATIONSDITIONAL
X�
\X X/
700 g/m2 5' STEEL
COIR FABRIC
OR EQUIVALENT
B" X 6" TRENCH FL
BACKFILL AND COMPA(
FENCE AND FABRIC
BURIED IN TRENCH
• CITY OF CHARLOTTE
h LAND DEVELOPMENT STANDARDS
JWTE INCLUDES CHARLOTTE ETJ
OIQH
BAFFLE INSTALLATION
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
(SO. FT,
AREA
PER CFS
REQUIRED
Q10)
INFLOW
DEWATERING
ZONE -
FILTER FABRIC-
CLEANOUT
DEPTH
DATA BLOCK (H/2)
PLAN VIEW
BAFFLE (TYP.
BAFFLE (TYP.)
NOTES:
1. REFER TO NCESCPDM
SECTION #6.61 FOR
ADDITIONAL DESIGN
LENGTH
SPECIFICATIONS REGARDING
SEDIMENT BASINS.
2. REFER TO STD. #30.19
10'
FOR BAFFLE SPACING AND
MIN.
INSTALLATION.
INFLOW
3. FIRST BAFFLE IS TO BE
CONSTRUCTED OF RIP -RAP.
-_
-_
WITH A MIN. HEIGHT OF 3'
- --
--
AND MIN. TOPWIDTH OF 2.
---------
4. FLASHBOARD RISER NOT
RISER
PERMITTED FOR USE IN
THE CITY OF CHARLOTTE
SKIMMER
5. SKIMMER INVERT ELEVATION
AVERAGE AREA*
DEWATERING
- BASIN BOTTOM + V
WIDTH = LENGTH
DEVICE
MIN.
6. H = SPILLWAY ELEVATION
* AREA OF BASIN WATER
L-2Q'
- SKIMMER INVERT
SURFACE AT TOP OF PRIMARY
MIN.
ELEVATION
SPILLWAY
CROSS-SECTION VIEW
EE NOTE I3
1' FREEBOARD
W
6" MAX. DEPTH OF FLOW
OVER EMERGENCY SPILLWAY
EMBANKMENT
MIN. 1'
T
PRIMARY SPILLWAY (RISER)
2' MIN.
BAFFLES
- --
_-
Z
----- ---- -----
---
--- - ---
H
EMERGENCYSPILLWAY
--�-_ - -
-�
----
- -------
HX 1.5
(5' MIN.)
ANTI -SEEP
1' SEDIMENT
STORAGE
MOUND RIP -RAP AS PEDESTAL
(OR APPROVED EOUIVALENTI
COLLAR
TO SCALE
BASIN
DRAINAGE
AREA
ACRES
DENUDED
A
(ACRES)
010
BASIN
VOLUME
BASIN SURFACE
AREA.
CLEANOUT
2
H
Z
L
T
W
SKIMMER
DIAMETER
SKIMMER
DIAMETER
C
(CUBIC
(CUBICFT. D)
RESQQT
O
1
7-05
7-05
12.0
3690
4787
3900
4750
2
4
6.0
81
1.5
51
2"0
1.5
• CITY OF CHARLOTTE
_� LAND DEVELOPMENT STANDARDS
11111
CHARLOTTE. INCLUDES CHARLOTTE ETJ
SEDIMENT BASIN
0.03A
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.
HOOD
GRATE
GRATE
E%PANSION
1" REBAR FOR BA
RESTRAIN
REMOVAL FROM INLET
FILTER BAG �� DEFLECTOR REQUIRED WHEN USED ON
/�
EXISTING MAINTAINED STREETS.
DUMP LOOPS DEFLECTOR SHALL BE PLACED SUCH THAT
IT WILL NOT COMPLETELY OBSTRUCT STORM
WATER FLOW FROM ENTERING VIA THE CURB
OPENING. ENSURE NO MORE THAN 25% OF
D
CURB OPENING IS OBSTRUCTED.
n
CATCH BASIN
OUTLET
4
SECTION
INSTALLATION
NOT TO SCALE
•
CITY OF CHARLOTTE
h
LAND DEVELOPMENT STANDARDS
CATCH BASIN INLET PROTECTION
STD. N0. REV.
CHAR1,0TTE
INCLUDES CHARLOTTE ETJ
1 30.15 113,
NOTE:
1. DITCH SHOULD HAVE LONGITUDINAL SLOPE OF 1 %.
2. SILT FENCE MAY BE REQUIRED BEHIND BERM
NOT TO SCALE NOT TO SCALE
• CITY OF CHARLOTTE
h LAND DEVELOPMENT STANDARDS TEMPORARY SILT DITCH STD. NG. REV.
30.19 15 C�IAIIIAI'TE INCLUDES CHARLOTTE ETJ 30.05 15
STEELE CREEK APARTMENTS
STEELE CREEK ROAD
CHARLOTTE, NC
STORMWATER AND EC DETAILS
DATE:
10/06/2017
MCE PROJ. #
07277-0001
DRAWN
KILT
DESIGNED
M&C
CHECKED
KJC
PROJ. MGR.
KJC
SCALE
M&C FILE NUMBER
MCFN
HORIZONTAL'
DRAWING NUMBER
N/A
VERTICAL:
C9.1
N/A
STATUS: ISSUED FOR REVISION
PERMIT REVIEW 6

STRUCTURE TOP
ELEV. = 638.90
SECTION A -A
637.91 '
CHANNEL
-ECTION ORIFICE.
MESH TRASH
EN HALF ROUND
Y ENCLOSED.
Charfoffe-Mecklenburg
STORM
WATER
Services
BMP Inset Table
Extended Dry Detention
Project Name:
Steele Creek Apartments
Sequence ID:
1
Surface Areas . ft.:
8330
Drainage Area (acres):
2.01
Land Use/Development Type:
Multi -Family Residential - Light
Vegetation Type:
Planted
Percent Built -Upon Area:
47.00%
Maximum Depth ft.:
2.5
Detention Basin Type-
Surface
Forebay Present (Y/N):
Y
Flow Diverters Present (Y/N):
N
Regulated By:
Post Construction Ordinance
Treatment Effectiveness:
Standard
NC State Plane X eastin :
1,410,720
NC State Plane Y (northing):
514,499
BMP ALLOWABLE BUA SUMMARY CHART
BMP DRAINAGE AREA
87555.6 SF
ROADS/PARKING
23463 SF
CURB & GUTTER
1987 SF
SIDEWALK/CONCRETE PADS
2468 SF
BUILDINGS
14000 SF
ETC.
0 SF
TOTAL MAX BMP BUA
47.00%1 41918
NOTE THAT A BUA AS -BUILT SHALL BE PROVIDED
PRIOR TO THE ISSUANCE OF BMP AS -BUILT
3
�1
INLET
NOTE TO CONTRACTOR:
- DAM MATERIAL AND COMPACTION REQUIREMENTS
ARE TO BE FIELD DETERMINED BY GEOTECH
ENGINEER. ALL WORK REGARDING THE DAM
EMBANKMENT MUST BE MONITORED AND APPROVED
BY GEOTECHNICAL ENGINEER.
- DRAINAGE AREA MUST BE STABILIZED BEFORE
FILTRATION CONTROLS AND FILTER MEDIA ARE
INSTALLED.
Charloffe-Meekfenburg
STORM
WATER
Services
BMP Inset Table _
Sand Filter
Project Name.
Steele Creek Apartments
Sequence ID-
1
Drainage Area (acres):
2.01
Land Use/Development Type-
Multi -Family Residential - Light
Vegetation Type:
Planted
Percent Built -Upon Area:
47%
Sediment Chamber Length ft.:
55
Sediment Chamber Width ft.:
41
Sediment Chamber Height ft.:
2.2
Sand Filter Type:
Surface
Media Depth ft..
2.5
Media Surface Area ft2 :
387
Flow Diverter Present (Y/N):
N
Regulated By:
Post Construction Ordinance
Treatment Effectiveness:
Standard
NC State Plane X eastin :
1,410,720
NC State Plane Y (northing):
514,499
6
REVISIONS PER CITY COMMENTS
08/07/18
5
REVISION PER CITY COMMENTS
06/08/18
4
REVISIONS PER THIRD SUBMITTAL COMMENTS
04/30/18
3
REVISIONS PER SECOND SUBMITTAL COMMENTS
03/19/18
2
COMMENTS PER NCDOT, ARCHITECT & ADDED SEWER PROFILE SHEET
02/08/18
1
REVISIONS PER FIRST SUBMITTAL COMMENTS
01/03/18
REV.NO.
DESCRIPTIONS
DATE
REVISIONS
SEAL
OUTLET BOX WIDTH IN
OW
60
OUTLET PIPE DIAMETER IN
BD
36
BARREL LENGTH FT
BL
20
BARREL SLOPE MIN
1.15%
CPv ORIFICE PIPE DIAMETER IN
1.5
CPv ORIFICE ELEVATION
CPE
1637.91
DETENTION WEIR ELEVATION
DETENTION WEIR WIDTH FT
BERM HEIGHT FT
Y
2.42
OUTLET BOX BOTTOM ELEVATION
BE
633.65
TOP OF DAM ELEVATION
DE
639.70
EMERGENCY SPILLWAY ELEVATION
ESE
639.06
EMERGENCY SPILLWAY WIDTH
10.0
1"-6 HR STORM ELEVATION
637.90
1 YR-24 HR STORM ELEVATION
638.52
2 YR-6 HR STORM ELEVATION
638.55
10 YR-6 HR STORM ELEVATION
639.00
25 YR-6 HR STORM ELEVATION
639.09
50 YR-6 HR STORM ELEVATION
639.14
100 YR-6 HE STORM ELEVATION
1639.19
RIP RAP
APRON
HINGE TOACU DArV
5'x,'
(CONTRACT
SI
OUTLET
STRUCTURE
PRECAST CONCRETE
STRUCTURE
RIPRAP FOREBAY
BERM TOP OF BERM
ELEVATION: 639.00'
ELEV=633.78'
SEASONAL HIGH WATER TABLE
18" MIN SCARIFICATION (DO NOT COMPACT)
ACCESS COVER (TOP OF BOX) DETAIL
TOP OF DAM
CLEANOUT (TYP)
2.5' SURFACE SAND FILTER
!-SEE SURFACE SAND FILTER SECTION
ELEV=637.91'
TOP OF SAND I FILTER ELEV. 637.28'
2.5'
BOTTOM OF SAND FILTER ELEV. 633.15'
MIN. 0.5% SLOPE1.0'
2' MIN.
THE UNDERDRAIN COLLECTION SYSTEM SHOULD BE EQUIPPED WITH 6-INCH-
MINIMUM PERFORATED SCHEDULE 40 OR STRONGER PVC PIPE OR A DOUBLE
WALL HDPE PIPE. PERFORATIONS SHALL BE PER AASHTO M278 FOR PVC
PIPE. AASHTO M252 FOR DOUBLE WALL HDPE PIPE OR BE 3/8-INCH IN
DIAMETER SPACED 3 INCHES ON CENTER ALONG 4 LONGITUDINAL ROWS
THAT ARE SPACED 90 DEGREES APART. THE PIPES SHALL HAVE A MINIMUM
SLOPE OF 0.0% AND A MAXIMUM SPACING OF 10 FEET ON CENTER.
A
�, .
n 1' THICK 4000PSI
#5 E.W. E.F. ' v , NBI
CONCRETE
#5 EW. E.F
IV.o �:
BASIN NUMBER 'A' 'B'
1 6.0' 3'
NOTE: COLLAR MUST PROJECT 1.5' MIN. FROM BARREL
ANTI -SEEP COLLAR
NOT TO SCALE
v
vNICKIA4&CREED
8020 Tower Point Drive
Charlotte, North Carolina 28227
Phone: [phone], Fax: [phone]
F-1222
www.mckimcreed. corn
I
I
'Ld AI�
10
IJ
1C/)
B '
0
I
I LLl
0
1
I�
I
I
I
I
I
HINGED WIRE MESH !TRASH SCREEN
HALF ROUND FULLY ENCLOSED
PROTECTING! 1.5" CHANNEL
PROTECTION ORIFICE. �0 CONNECTING
BOLTS-1, 4" EXPANSION
ANCHORS -ZINC PL�TED ON EACH
1 SIDE) A
I
I
I
I
ELEV=638.90'
WIRE SH
TR SCREEN
LF ROUND
ULLY ENCLOSED
IRS
65'
FOUNDATION BASE
SECTION B-B
CONSTRUCT CONCRETE INVERT AS
SHOWN. BOX MUST BE WATER TIGHT.
�1
3
NON -SHRINK
GROUT, LEAK
TIGHT CONNECTION
5'
5'
PLAN
N.T.S.
1201 .+..
TOP OF DAM=639.70'
MIN.
3: 1 SLOPE
DISCHARGE PIPE (BARREL
36" RCP (BARREL
RECAST STRUCTURE
EMERGENCY
SPILLWAY = 639.06'
'x6' ANTI -SEEP COLLAR (TYP.)
6'(L)x6'(W)x1.87'(D) CONCRETE BASE PAD
#4 REBAR, 6" OC EACH WAY
3" COVER ON ALL REINFORCEMENT.
GEOTECH ENGINEER MAY
REQUIRE ONLY LEVELING
COURSE STONE INSTEAD
OF CONCRETE BASE
SAND FILTER BMP CROSS-SECTION (NTS)
TOP OF DAM
PROTECT WEIR WITH FILTER
FABRIC AND RIP RAP
TERMINATE SPILLWAY
INTO UNDISTURBED SOIL
5' LONG
6" STONE APRON
5
WEIR SEE DETAIL ABOVE
FILTER FABRICS
EMBANKMENT
DITCH AND BURY
FILTER FABRIC EDGE
(MIN. 12" OF FABRIC)
EMBANKMENT CROSS-SECTION VIEW
FILTER FABRIC
I.,
SEE
TABLE
WEIR CROSS-SECTION VIEW
NOTES:
1. INSTALL THE SPLLWAY IN UNDISTURBED SOIL 70 THE GREATEST EXTENT POSSIBILE.
2. LINE SPILLWAY W TH LAMNNA7ED PLASTIC OR NIIPERwEABLE GE07EXTN.E FABRIC.
3. THE FABRIC MUST BE WIDE AND LONG ENOUGH 70 COVER THE BOTTOM AND SDES
AND EXTEND ONTO THE 710P OF THE DAM FOR ANCHORING IN A TRENCH.
4. THE EDGES MUST BE SECURED WITH 8 IN STAPLES OR PLANS.
5. THE FABRIC MUST BE LONG ENOUGH 70 EXTEND DOWN THE SLOPE AND EIDT ONTO
STABLE GROUND.
& THE WIDTH OF THE FABRIC MUST BE ONE PDX NOT JOINED OR SPLICED. F THE
LENGTH OF THE FABRIC IS NNSUMCE NT FOR THE ENTIRE LENGTH OF THE SPLLWAY,
MLL71PLE SECTIONS SPANNING THE COMPLETE WIDTH MAY BE USED. THE UPPER
SECTION SHOULD OVERLAP THE LONER SECTION SO THAT WATER CANNOT FLAW
UNDER THE FABRIC
7. SECURE THE UPPER EDGE AND SIDES OF THE FABRIC IN A TRENCH VA7H STAPLES
OR PINS
10525 STEELE CREEK, LLC
SPILLWAY DETAIL
NTS
STEELE CREEK APARTMENTS
STEELE CREEK ROAD
CHARLOTTE, NC
STORM WATER AND EC DETAILS
SPILLWAY
RIPRAP GROUTED
IN PLACE.
RIP RAP
APRON
TOP OF DAM
DITCH AND BURY
FILTER FABRIC EDGE
(MIN. 12" OF FABRIC)
DATE:
10/06/2017
MCE PROJ. #
07277-0001
DRAWN
KLT
DESIGNED
M&C
CHECKED
KJC
PROJ. MGR.
KJC
633.50'
SCALE
M&C FILE NUMBER
MCFN
HORIZONTAL:
DRAWING NUMBER
N/A
VERTICAL:
C9.2
N/A
>TATUS: ISSUED FOR REVISION
PERMIT REVIEW 6