NCC230723_ESC Approval Submitted (2)_20230320

•
CllARLO 1TI
FINALAPPROVAL 3/1/2023
PROJECT NUMBER: LDGEN-2022-00011
ENGINEERING
PCSO / DETENTION / DRAINAGE PLAN
EROSION CONTROL
URBAN FORESTRY
TREE ORDINANCE
CDOT
NOTE: THIS PLAN APPROVAL DOES NOT
INCLUDE CHARLOTTE WATER. FOR MORE
INFORMATION, PLEASE CALL 704-336-5499
OR VISIT http://charlottewater.org
NOTE: THIS PLAN APPROVAL DOES NOT
INCLUDE COMMERCIAL ZONING. ALL BUILDING
PERMITS AND ZONING APPROVALS CAN BE
OBTAINED AT MECKLENBURG COUNTY CODE
ENFORCEMENT. PLEASE CALL CTAC AT
704-314-CODE(2633) FOR MORE INFORMATION.
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
Brendan M Smith
Patrick Storz
Miriam Cattabriga
Isaiah Washington
3014 Carmel Road
Charlotte, North Carolina 28226
SHEET INDEX
CI -COVER
EXI-EXISTING CONDITIONS
CV I - E&SC PHASE I PLAN
CV2 - E&SC PHASE 2 PLAN
CV3 - E&SC PHASE 3 PLAN
CV4 - HOUSE PLAN
CV5 - DRIVEWAY PLAN
CV6 - STORMWATER PLAN
CV7-DRAINAGE AREA MAP
CV7A-EXISTING BUA MAP
CV7B-PROPOSED BUA MAP
CV8-OFFSITE DRAINAGE AREA MAP
CV9-BIORETENTION STANDARD DETAILS
CV9A-BIORETENTION STANDARD NOTES
CV I O-UNDERGROUND DETAILS
D 1 - E&SC DETAILS
D2 - E&SC DETAILS
D3 - E&SC DETAILS
D4 - SITE DETAILS
D5 - STORM DETAILS
Know what's below.
Call before you dig.
Arcadia Homes, Inc
5IF
God M` r F-JJ `r
SERVICE FROM THE GROUND UP
6428-A Bannington Road
Suite A
Charlotte, NC 28226
[phone]
CMEC, PC
Construction Materials
Engineering & Consulting, PC
C-3512
4401 Shopton Road
Charlotte, NC 28217
[phone] Fax [phone]
VICINITY MAP
SITE MITIGATION 18SI SITE MITIGATION 18-161(cj.
THIS SITE MEETING THE REQUIREMENTS OF THE POST- CONSTRUCTION STORMWATER
ORDINANCE (PCSO) BY UTILIZING THE MITIGATION OPTION IN SECTION 18-161(c) OF
THE ORDINANCE. THE SITE IS PROVIDING ON —SITE STORMWATER VOLUME AND PEAK
RATE CONTROLS, INCLUSION OF A FOREBAY ON THE REAR DETENTION SYSTEM, AND
INCLUDING A BIORETENTION WATER QUALITY DESIGN FOR THE FRONT SCM, AND
PAYING A MITIGATION FEE. THE BUILT —UPON AREA (BUA) ON WHICH THE FEE IS
BASED IS THE NET INCREASE IN BUA COMPARED TO PRE —PROJECT CONDITIONS. THE
NET INCREASE IN BUA FOR THIS PROJECT IS 0.276 ACRES (12,009 SF). THE
MITIGATION FEE MUST BE PAID TO CITY OF CHARLOTTE WHEN PLANS ARE APPROVED.
PROPERTY INFORMATION:
ADDRESS: 3014 CARMEL ROAD, CHARLOTTE, NC 28226
PARCELS: 209-141-28
OWNER: TIMOTHY AND KATHLEEN KULLICK
ZONING: R-3
LOT AREA: 1.411 AC
PCSO SUMMARY
Original Parcel ID Number(s):
209-141-28
Development Type:
Single -Family
Subject to PCSO? YIN
Y
If NO, why?
-- Click for Dropdown --
Watershed:
Central Catawba
Disturbed Area (ac):
1.41
Site Area (ac):
1.41
DA#1-FRONT
❑A#2-REAR
Total on -site Drainage Area (ac):
0.54
0.87
Existing Built -upon -area (SF):
6774
5617
Existing BUA to be removed (SF):
6774
4755
Existing BUA to remain (SF):
0
862
Proposed New BUA (SF):
10046
14354
Proposed % BUA:
42.9
37.7
Density (High 1 Low)
HIGH
IHIGH
Total Post -Project BUA for site:
Development or Redevelopment?
Redevelopment
Natural Area Required (ac):
0
Natural Area provided, total (ac):
0
Undisturbed Treed Natural Area Preserved (ac):
0
Total stream buffer protected on -site (ac):
0
Transit Station Area? YIN
N
Distressed Business District? YIN
N
I Mitigation Type (if applicable)
1-YR VOL 1 10-YR Peak
Natural Area mitigation? YIN
N
Buffer Mtigation? YIN
N
Total Phosphorous Mitigation? YIN
N
Z
�
~
www
MMM
O
0
O
U
O
woo
U
O
U
of
bi
w
w
LLJww
N
cr
Of
Z
0
N
N
N
t/1
M
LLJ
O
\
�
N
U
P_�
C�
ovM�z
�88
�-cc�
W
U
bb
O M
�--�
• ti
�
Sr" M
M
rQ
)
O
L
W
C
0)
w
U
u�
`J
T^n
V1
ca
� N
c
N U
N
c
o
3
O
w
-•o
Q
n3
�U
�
w
�
\w
�z
O
U
&
�
U
CD .0
w
M
U
m
m
z
o
a
i2L
!�z
w
cf�
_
0
U
[V
lii
[V
J
LU
a
�
Q
0
SHEET:
C1

ERFlOSSIION CON TRO A A TI VE:
THIS SITE PREVIOUSLY HA E V��VFI�I H �AIS REMOVED. THE SITE IS TO
BE REGR�bCTAf49MW ' I-IZUL i�WIIOME AND AMENITIES.
ENGIN
IM""K NOTES
PCSO / DETEN
ON / DRAINAGE IMIq
EROSI
NitdNftkSa(
Charlotte De artment o
flghtin
URBAN FT`
TREE ORDINAN E
CDOT
lane must be approved
Lease depending upon t
NOTE: THIS PLAN APEP�ROV�i�N¢T_ _
u taacot
INCLUDE CHARLOTT M
INFORMATION, PLE �A @ ��
OR VISIT http://charllf�l�611va ?FoiTPacts less
NOTE: THIS PLAN AP
INCLUDE COMMERCIfWOM IIB9fLgA6
PERMITS AND ZONINd9Q*Ifd'BAL9rdA%gEment
OBTAINED AT MECKLENBURG COUNTY CODE
ENFORCEMENT. PLEASE cThad- Omeklper shall
704-314-CODE(2633"lUE �Tg(�1[V. a
NOTE: SCHEDU E PRFI�bIV�?kbrc+M II
AT LEAST 48 HRS. Pf56ftT®AN(ftyIDNill be re
DISTURBING AqTIVI-ftWdhQiI5WQNUdF relat
FORM FOUND Af httpEg6:heoflll�IFi,gy/IgeveloiDE
Brendan M Smith
Fidl�'�I� wk igLf tWl etc.) in the
6611 cc�� �Err��LL Agreement with the
Transportation/North Carolina Department of
q` y C arlptte maintained streets,
� iam C=EfK)[e-mail].
ty's R/W that r- quires closure of a sidewalk or travel
b� P 7ia` fWP9*0. Use Permit or R/W
1 d `��`? �7��f e. These approvals are
vals and shoulL be coordinated with CDOT prior to
shall contact Eric Weidemann at [phone] or
nc.gov at least 5 business days prior to beginning
an 30 days. Contractor shall contact Casey
8348 or Casey.Mashburn®charlottenc.gov as soon as
ater than 30 days. Every effort shall be made to
with minimal impact to drivers and pedestrians.
ntact the Implementation Section Manager of the
Transportation (CDOT) or their designee at
fy any conflicts with traffic signalization equipment.
uired to coordinate relocation. Developer shall be
d relocation cost and/or any repair cost caused by
- Pedestrian -scale lighting and/or street lighting shall not be installed
within the Right -of -Way without review and approval of CDOT. Developer to
contact Candace Inge (704-336-3932 or Candace. [e-mail]) for
local street lighting criteria with Residential Subdivision projects and to
contact Anthony Mendez (704-962-7173 or [e-mail])
for all other projects lighting requirements. Coordinate with Duke Energy and
CDOT as necessary to determine lighting levels, lighting layout and
requirements for installation.
- 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 [e-mail].
- A joint 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
EROSION CONTROL CONSTRUCTION NOTES:
1. ALL "STD." NUMBERS REFER TO THE CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL.
2. ON -SITE BURIAL PITS REQUIRE AN ON -SITE DEMOLITION LANDFILL PERMIT FROM THE
ZONING ADMINISTRATOR.
3. 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.
4. 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.
5. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER
THAN 3 HORIZONTAL TO 1 VERICAL (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.
6. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT
STABILIZATION WITH GROUND CCOVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN
14 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY.
7. ADDITIONAL MEARSURES TO CONTROL EOSION AND SEDIMENT MAY BE REQUIRED BY A
REPRESENTATIVE OF THE CITY ENGINEERING DEPARTMENT.
CONSTRUCTION SEQUENCE:
1. OBTAIN PLAN APPROVAL FROM CITY OF CHARLOTTE.
2. INSTALL CONSTRUCTION ENTRANCE, CLEAR ONLY AREAS NEEDED TO INSTALL
PERIMETER PERIMETER MEASURES.
3. INSTALL PERIMETER PROTECTION, SILT FENCE AND SILT FENCE OUTLETS.
4. CALL FOR INSPECTION AND RECEIVE GRADING PERMIT.
5. CLEAR REMAINING AREA AS REQUIRED.
6. GRADE FOR HOUSE AND OTHER SITE IMPROVEMENTS.
7. INSTALL CONCRETE WASHOUT AND START HOUSE.
8. INSTALL STORM DRAINAGE AS REQUIRED.
9. FINALIZE GRADING AND STABILIZE PER PLAN REQUIREMENTS.
10. AFTER SITE IS STABILIZED, CALL FOR FINAL INSPECTION AND SUBMIT FOR NO1.
11. CONTRACTOR TO CONTINUOUSLY KEEP DAILY LOGS OF RAINFALL AND EROSION
MEASURES.
N/F
HOLLY H ALEXANDER and
FRED C ALEXANDER III
DB 24786 PG 444
- OU DISTURBED AREA IS
0U THE PROPERTY LINE SILT FENCE CLDS 30.06E
APPROX. 1 FT OFF PL, TYP
PIPE (F) ❑U
SSM H U U
RIM-668.3
DENBIGH DRIVE
60' PUBLIC R/W
I N/F
BENJAMIN C SIMON
I DB 34998 PG 504
INV=662.7 oU
- �o- -_-_ -- PIP F)
-SS EASEMENT _\ �66 --- --
<p SSMH
DISTURBED AREA IS - - RIM-666.3'
THE PROPERTY LINE / SILT FENCE OUTLET, TYP 6> - - - INv=664.6' (a")
/ LOCATION TO BE FIELD ��
r / I /� - - - - DETERMINED WITH "J" HOOKS \ -
N/F I SILT FENCE OUTLET, TYP \ \
JEFFREY E DUNHAM and LOCATION TO BE FIELD
CARRIE B DUNHAM I DETERMINED WITH "J" HOOKS
DB 34845 PG 497 I \ I I
- - - ID,
SILT FENCE CLDS 30.06E
a / APPROX. 1 FT OFF PL, TYP
SILT FENCE CLDS 30. 06B
APPROX. 1 FT OFF PL, TYP I / / /
8. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN 10 N/F
ROBERT B ANDERSON and
REQUIRE ADEQUATE TERACING [CLDSM #30.16] JEAN P ANDERSON
9. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE ACRE DB 33736 PG 547
THAT WAS NOT PREVIOULY APPROVED.
10. DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF WAY MUST BE
PRESENTED AT PRE -CONSTRUCTION MEETING.
11. ANY EXISTING STREETS THAT ARE AFFECTED BY MUD, DEBRIS, OR SEDIMENT SHALL BE
CLEANED WITHIN 24 HOURS OF NOTICE.
12. TOPOGRAPHY FROM A FIELD RUN TOPOGRAPHIC SURVEY BY CAROLINA SURVEYING.
ALL SLOPES GREATER THAN A 3:1 MUST BE SILT FENCE
STABILIZED WITHIN 7 DAYS AFTER GRADING OUTLET, TYP
OPERATIONS. ALL OTHER SLOPES TO BE STABILIZED
WITHIN 14 DAYS AFTER GRADING OPERATIONS.
101 _ •101111 r• .err r=r r r�
ALL SILT FENCE, INLET PROTECTION AND SILT FENCE OUTLETS
SHOULD HAVE ADEQUATE INSTALLATION AND MAINTENANCE.
SILT FENCE OUTLET LOCATIONS TO BE FIELD DETERMINED. ALL
MAINTENANCE SHOULD BE PER THE NCDEQ EROSION AND
SEDIMENT CONTROL PLANNING AND DESIGN MANUAL
CONSTRUCTION PHASING NOTES: PLUNGE POOL AP
1 FT DEEP FOR POSSIBLE
EFFECTIVE OCTOBER 1, 2010, PERSONS RESPONSIBLE FOR SEDIMENT STORAGE
LAND DISTURBING ACTIVITIES MUST INSPECT THE SEDIMENT
AND EROSION CONTROL MEASURES ON A PROJECT AFTER
EACH PHASE OF THE PROJECT TO MAKE SURE THAT THE DOUBLE SILT
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS FENCE OUTLET
BEING FOLLOWED. SELF -INSPECTION REPORTS ARE
REQUIRED.
CONSTRUCTION PHASING:
ENGINEER TO SIGN OFF ON PHASES OF CONSTRUCTION
1 INITIAL EROSION CONTROL INSTALLATION
6',
\ \
NMFS I / � _ -674- , \
X 674.2'
I 1
I i\ X 673.6' v
\ EX. POOL HOUSE
I TO REMAIN
I �\
674.0' X
X 673.8'
x \ /
2. INSTALLATION OF RETAINING WALL AND FILL N/F
3. STORM DRAINAGE INSTALLATION RODGER AZADGANIAN and
4. STABILIZATION AMY RENEE TROUTMAN
DB 34940 PG 254
STOCKPILE NOTE:
ALL MATERIAL IS TO REMAIN ON -SITE. TOP SOIL IS TO BE STRIPPED
AND USED IN FINAL LOT GRADING OUTSIDE OF BUILDING PAD OR ON
SLOPE SURFACES AND NON-STRUCTURAL AREAS. STOCKPILED
MATERIAL SHALL BE COMPACTED AND STABILIZED.
WATERSHED: CONSTRUCTION
THE SITE IS WITHIN THE McMULLEN CREEK WATERSHED AND THE ENTRANCE, TYP.
CENTRAL CATAWBA PC DISTRICT.
DISTURBED AREA IS
THE PROPERTY LINE
I \ - -674- /
I 1\ \\ EX. HOME // - - -674- - \
\ PREVIOUSLY / I
REMOVED
�
I
I
X
I
I
I
I
I
1
EXISTING GRAVEL DRIVEWAY TO
BE REMOVED DURING HOME
CONSTRUCTION
X 674.2'
673.8'
x I o \ \ 1
\ I
1 �
� J
- ' ADDITIONAL STONED '
' PARKING AREA TO BE
INSTALLED AS REQUIRED.
/ LOCATION TO BE FIELD
DETERMINED
X 674.4'
X 674.8'
0
\Q o
rn
rn
C
M
N/F
JOHN C BROWN and
HELEN MARIE
DB 5992 PG 825
674.5'
co /
/
/ X
I ( /
I /
0
I N c
I I /
- - U-
SILT FENCE CLDS
- - -
PIPE F
-
30.06A TYP.
EX. SIDEWALK
MAG (S) p�
SD
SD
\
\
3 FT SPACING OF
18" RCP
c6 c6 D
\
18"
STEEL POST
=67
Rcp SD
EX. DRIVEWAY
'�
RIM.,' 3
2
_
CUT
BOTTOM
SD
I
Box=668.9'
INv'
C/q RM EL
SD
40
CONTRACTOR
TO TIE INTO EX. CB.
� INACCESSIBLE
R AD
60
X X X X X X X
CONTRACTOR
TO VERIFY INVERT AND
PUBLIC RAW
SD
DISTURBED AREA IS
X X X X X X X X X
9 FT
UNDERGROUND UTILITIES PRIOR TO DIGGING.
THE PROPERTY LINE
OPTIONAL SEDIMENT X X X X X
X X X X X X X X X X X X X
PLUNG POOL IF FIELD X X X X X X X X X X X X X
X X X X X X X X X X X X X
ZQ
EX. DRIVEWAY
CONDITIONS WARRANT X X X X X X X X X X X
X X X X X X X X X X X X X
X X X X X X X X X X X X X X
XXXXXXXXXXXXXX
X X X X X X X X X X X X X
X X X X X X X X X X X X X X
X X X X X X X X X X X X X
XXXXXXXXXXX
X
OEM
t
CUT
�
STEEL
POST TYP
SILT FENCE
PER DETAIL
SILT FENCE OUTLET PER DETAIL
MANOR"*=97SWIFITIA
2 FT SPACING OF
STEEL POST
I I
I I w
I 1 1 I 1
I 1
I \ o
I \
1 1
1 `
1 `
\ \ o
1 1
\ 1
1 1
1 y
1
1 1
1
1
1
I
I CONSTRUCTION
ENTRANCE, TYP.
/ c
I
1
GUY WIRE
PIPE (F)
SD \
- SD \
� � SD
\
SD -
° SD
go, so..
\
\
\
\ BENCHMARK
MAG (S)
ELEVATION
=675.6'
o�
o
Know what's below.
Call before you dig.
VICINITY MAP
TOTAL DISTURBED AREA: 1.4 AC
• •
DISTURBED AREA
0
TEMP. SILT FENCE
SF OUTLET
CONSTRUCTION
ENTRANCE
--------------
EX CONTOUR-2
- - XXX - -
EX. CONTOUR-10
0-1l_1ilk \VINilk Is] 1:1104
1. COORDINATE ALL CURB AND STREET GRADES IN INTERSECTIONS WITH INSPECTOR.
2. ALL ROAD IMPROVEMENTS ARE TO BE COORDINATED WITH THE CITY OF CHARLOTTE ENGINEERING DEPARTMENT PRIOR
TO CONSTRUCTION.
3. DEVELOPER WILL PROVIDE STREET SIGNS PER CLDSM# 50.05 (9" SIGNS ONLY).
4. SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED.
5. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS
WARRANT OFF -SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS.
6. IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 0.5% SLOPE ON THE CURB.
7. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT-OF-WAY IF DEEMED NECESSARY BY THE
INSPECTOR.
8. CURB AND GUTTER ON PLANS ALONG NATIONS CROSSING ROAD MAY BE ADJUSTED BASED UPON FIELD STAKING BY
CITY ENGINEERING. ASSOCIATED STORM DRAINAGE MAY ALSO REQUIRE MODIFICATION BASED UPON FIELD CONDITIONS.
9. 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.
10. 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.
11. THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK OR BACKWASH CHANNEL IN AN UNOBSTRUCTED STATE AND
SHALL REMOVE FROM THE CHANNEL AND BANKS OF THE STREAM ALL DEBRIS, LOGS, TIMBER, JUNK AND OTHER
ACCUMULATIONS.
12. ANY BUILDING WITHIN THE 100+1 STORMWATER ELEVATION LINE IS SUBJECT TO THE RESTRICTIONS OF THE (CITY OF
CHARLOTTE/MECKLENBURG COUNTY) SUBDIVISION ORDINANCE, SECTION 7.200.8.
13. ANY CONSTRUCTION OR USE WITHIN THE FUTURE CONDITIONS FLOOD FRINGE LINE IS SUBJECT TO THE RESTRICTIONS
IMPOSED BY THE FLOODWAY REGULATIONS OF THE CITY OF CHARLOTTE AND MECKLENBURG COUNTY.
14. ALL OPENINGS (E.G. DOORS, WINDOWS, VENTS) IN STRUCTURES BUILT ON LOT #'S---- SHOULD BE LOCATED A
MINIMUM OF ONE FOOT ABOVE THE ADJACENT FINISHED GROUND SURFACE (APPLIES TO LOTS WICH MAY EXPERIENCE
SIGNIFICANT OVERLAND FLOW NOT CONSIDERED IN THE 100+1 FLOOD ANALYSIS.)
15. PE SEALED SHOP DRAWINGS FOR RETAINING WALL MUST BE SUBMITTED TO CITY ENGINEER PRIOR TO CONSTRUCTION.
16. "AS -BUILT" DRAWINGS AND PLANS OF THE STORM DAINAGE SYSTEM, INCLUDING DESIGNED DITCHES, MUST BE
SUBMITTED PRIOR TO SUBDIVISION FINAL INSPECTION TO THE CITY/COUNTY ENGINEERING DEPARTMNET IN ACCORDANCE
WITH THE CITY/COUNTY SUBDIVISION ORDINANCE.
17. PRIOR TO INSTALLATION, PE SEALED SHOP DRAWINGS FOR UNDERGROUND DETENTION SYSTEMS MUST BE FURNISHED
TO CITY OF CHARTLOTTE ENGINEERING FOR APPROVAL.
18. PRIOR TO CO, SURVEYOR SEALED AS -BUILT DRAWINGS OF ALL WATER QUALITY BMP'S AND DETENTION SYSTEMS MUST
BE PROVIDED.
19. PRIOR TO PLAT RECORDATION OFF -SITE R/W AND/OR CONSTRUCTION EASEMENTS ARE REQUIRED TO BE OBTAINED
ACCORDING TO THE GUIDELINES OF THE 'OFFSITE R/W ACQUISITION PROCESS". THESE NEEDED R/W AND CONSTRUCTION
LIMITS AREA CLEARLY SHOWN ON THE ROADWAY IMPROVEMENT PLAN.
20. PER SECTION 18-175(e) OF CITY CODE AND SECTOIN 10.0 OF THE CITY'S POST CONSTRUCTION CONTROLS
ADMINISTRATIVE MANUAL, ALL REQUIRED NATURAL AREAS AND/OR POST CONSTRUCTION CONTOLS EASEMENTS (PCCEs)
MUST BE RECORDED PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY.
21. 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.
22. 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
23. NON-STANDARD ITEMS (ID: 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.
24. 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 MINIMUZE 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.
25. ANY WORK WITHIN THE CITY'S R/W THAT REQUIRES CLOSURE OF THE SIDEWALK OR TRAVEL LANE FOR LESS THAN
30 DAYS REQUIRES A R/W PERMIT. TRAFFIC CONTROL PLANS FOR ANY SIDEWALK OR TRAVEL LANE CLOSURES MUST BE
SUBMITTED AS PART OF TEH R/W USE PERMIT REQUEST. TRAFFIC CONTROL PLANS MUST BE IN ACCORDANCE WITH
CDOT'S WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH) AND MUST BE REVIEWED AND APPROVED. CONTRACTOR
SHALL CONTACT CDOT AT LEAST 5 BUSINESS DAYS IN ADVANCE OF BEGINNING OF WORK AT 704-432-1562.
26. RIGHT-OF-WAY CLOSURES LONGER THAN 30 DAYS REQUIRE A R/W LEASE AGREEMENT WICH WILL INCLUDE THE
SUBMITTAL OF A TRAFFIC CONTROL PLAN. TRAFFIC CONTROL PLANS REQUIRED THROUGH A LEASE AGREEMENT MAY BE
DIFFERENT FROM THE ONE REQUIRED DURING THE LAND DEVELOPMENT PLAN REVIEW AND ARE SUBJECT TO REVISIONS.
THE REVISED TRAFFIC CONTROL PLANS MUST BE SUBMITTED AS PART OF THE LEASE AGREEMENT PROCESS FOR
APPROVAL PRIOR TO START OF R/W CLOSURES. CONTRACTOR SHALL CONTACT CDOT AT 704-336-8348.
27. CONSTRCTION STAGING WITHIN CITY R/W LASTING MORE THAN 30 DAYS REQUIRES A R/W LEASE AGREEMENT.
CONTRACTOR SHALL CONTACT CDOT AT 70-336-8348.
GENERAL NOTES:
1. DURING CONSTRUCTION AND UNTIL TURF IS ESTABLISHED, USE THE DESIGNED EROSION DEVICES AS SHOWN ON DETAIL
SHEETS AND MAINTAIN AS REQUIRED TO MINIMIZE EROSION AND SEDIMENTATION RUNOFF.
2. CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS PRIOR TO BEGINNING WORK.
3. CONTRACTOR SHALL VERIFY LOCATION AND AVAILABILITY OF ALL UTILITIES AFFECTING THE PROJECT ON AND OFF THE
SITE. ALL EXCAVATION FOR THIS PROJECT IS UNCLASSIFIED. WHEN EXCAVATING, REMOVE ALL MATERIALS OF WHATEVER
SUBSTANCE ENCOUNTERED.
4. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF THE
CITY/COUNTY/STATE ENGINEERING DEPARTMENT.
5. PROVIDE SILT FENCE AND/OR OTHER CONTROL DEVICES, AS MAY BE REQUIRED, TO CONTROL SOIL EROSION DURING ALL
UTILITY CONSTRUCTION.
6. ALL DISTURBED AREAS SHALL BE CLEANED, GRADED AND STABILIZED WITH GRASSING IMMEDIATELY AFTER THE UTILITY
CONSTRUCTION. CONTRACTOR MUST VERIFY ALL EXISTING FIELD CONDITIONS PRIOR TO CONSTRUCTION.
7. 72 HOURS BEFORE COMMENCING CONSTRUCTION CONTACT N.C. ONE -CALL 1(800) 632-4949 FOR UNDERGROUND
UTILITIES LOCATION.
8. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE EROSION CONTROL
ORDINANCE AND IS SUBJECT TO A FINE.
9. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS NECESSARY TO ACHIEVE EROSION
CONTROL ON LARGE DENUDED AREAS AND ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION
SEQUENCE SHOWN ON PLAN. ALL GRADED SLOPES MUST BE SEEDED AND MULCHED WITH IN 7 DAYS OF COMPLETION OF
GRADING. ALL REMAINING AREAS ARE TO BE SEEDED AND MULCHED WITHIN 14 DAYS.
10. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1
11. ALL FILL MUST BE PLACED IN MAXIMUM 1 FOOT LIFTS TO A MINIMUM 95% COMPACTION. N.C. STATE BUILDING CODE
FOR 2000psf MINIMUM COMPACTION IS REQUIRED IN BUILDING AREA.
12. ANY CUT AND/OR FILL SLOPE EXCEEDING 10' IN HEIGHT IS TO HAVE A SLOPE DRAIN INSTALLED AT TOP OF SLOPE.
SLOPE DRAIN TO REMAIN UNTIL DRAINAGE AREA HAS STABILIZED.
GRAPHIC SCALE
20 a ,o 20 40 80 I
( IN FEET )
1 inch = 20 ft.
2
w
w
M
0
g
2
O
H
U
0
U
U
w
0
U
0
0
U
U
o
of
a-
w
w
D_
o-
bi
u
w
N
Of
o
Z
Q H
N
N�
N
N
7
0)LL1
�
M
o
\
�
N
U
7z;
F+i
o
v
o
M
z
=�
Gi
W
Ubb
O M
2
o
M
O
L)
o
b
L
rn
c
w
I�
L/]
;
� N
O¢zN
Ct
¢
�
N U
L
ct
0
a
U
o
a
>
a)
J
Q�
0
i
c
3
0
z
Z
_O
Q
w
-
MIL_
0-
0 q
U
w
0
Ln
�z
Q
U
_
o U
o
Od
U Lu
00
IY]
z
o
a
i
w
0
U
N
CD
N
\
lii
_II
N
a
�
LU
�
Vl
�
SHEET:
CV1

•
CHARLOTTI
FINAL APPROVAL 3/1/2023
PROJECT NUMBER: LDGEN-2022-00011
;.
ENGIN
ERING
PCSO / DETEN
ON / DRAINAGE PLAN
EROSI
N CONTROL
URBAN FORESTRY
TREE ORDINANCE
CDOT
NOTE: THIS PLAN APPROVAL EbfL S
INCLUDE CHARLOTTE WATER. FOR MORE
INFORMATION, PLEASE CALL 704-336-5499—
OR VISIT http://charlottewater.org
NOTE: THIS PLAN APPROVAL DOES NOT
INCLUDE COMMERCIAL ZONING. ALL BUILDING
PERMITS AND ZONING APPROVALS CAN BE
OBTAINED AT MECKLENBURG COUNTY CODE
ENFORCEMENT. PLEASE CALL CTAC AT
704-314-CODE(2633) FOR MORE INFORMATION.
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
Brendan M Smith
Patrick Storz 6R3o ELEV.:
Miriam Cattabriga
IPRAP APRON
SEE SHEET D1
Isaiah Washin ton
—_ ❑
PIPE (F) —
0
'IS k1H
RIM=668.3
INv=6s2.7 7")
o
o m
FES 6
INV- 669.0
.REA IS
THE PROPERTY LINE
N /F
JEFFREY E DUNHAM and
CARRIE B DUNHAM
DB 34845 PG 497
SILT FENCE CLDS 30.06E
APPROX. 1 FT OFF PL, TYP
N /F
ROBERT B ANDERSON and
JEAN P ANDERSON
DB 33736 PG 547
SIL T FENCE
OUTLET, TYP
PLUNGE POOL APPROX.
1 FT DEEP FOR POSSIBLE
SEDIMENT STORAGE
DOUBLE SIL T
FENCE OUTLET
NMFS
SILT FENCE TO BE USED AT TIME
OF UNDERGROUND INSTALLATION
I N /F
HOLLY H ALEXANDER and
FRED C ALEXANDER III
DB 24786 PG 444
SILT FENCE OUTLET, TYP _
DISTURBED AREA IS LOCATION TO BE FIELD
THE PROPERTY LINE DETERMINED WITH "J" HOOKS
�U 1
❑U
gam)
DENBIGH DRIVE
60' PUBLIC R/W
SILT FENCE CLDS 30.06E
APPROX. 1 FT OFF PL, TYP
I N /F
BENJAMIN C SIMON
I DB 34998 PG 504
nii I
.15 FT CL T WATER -' (669) _ PIP )
SS EASEMENT
69� — — —
SSMH
RIM=666.7'
=ZZ^ NV=664.6' (8")
GRA TE ELEV.: 673 - 0O,,
ca
O O `
SILT FENCE OUTLET, TYP - -
I UNDERGROUND
LOCATION TO BE FIELD
DETERMINED WITH "J" HOOKS PIPE SYSTEM
�\
SILT FENCE CLDS 30.06E
APPROX. 1 FT OFF PL, TYP
/ '
/ (674) o
i
\ EX. POOL HOUSE
TO REMAIN
I
I
X
I
DISTURBED AREA IS
THE PROPERTY LINE
A
PROP. POOL AND
PATIO AREA ' \ \ A
N
� rn
/ ' w
/ 0
PROPOSED HOUSE
i AND TENNIS OUTLINE
i
N.
#4b (F) 1 \ \ 1
OM .'
-674— / — m
—6 7
o
A�
Q I
\ I -R
I�
I �
I
I I
I
1
I
I
0
�m
N/F X I o
RODGER AZADGANIAN and
AMY RENEE TROUTMAN 1
DB 34940 PG 254
CONCRETE.
WASHOUT
CONSTRUCTION
ENTRANCE, TYP.
—�u
PIP
S14 49 50
52•p1
MAC (S) 0—
SD SD
18"
EX. DRIVEWAY
CUT
CONTRACTOR TO TIE INTO EX. CB.
CONTRACTOR TO VERIFY INVERT AND
UNDERGROUND UTILITIES PRIOR TO DIGGING.
o�0
Know what's b@SOW.
Call before you dig.
' / 1
(64� / I
M
SILT FENCE CLDS
30.06A TYP.
/
/
(675)
/
/
I
I
1 '
I
� � I
I
Il
I 1
I1
I Il
1
1
11
1
1
1
1
1E]
c
�I
ovi
x
0
c
w
1
�
1
1
0
1
�
�
1
0
1
1
J
45
ICD
V
CONSTRUCTION
ENTRANCE, TYP.
N /F
JOHN C BROWN and
HELEN MARIE
DB 5992 PG 825
EX. SIDEWALK
1
\
1
UY
c6 c6 D
\
18" RC— SD
1
PIPE (F)
T/C=672.8'
RIM=672.3'
BOTTOM
SD
\
\
8.s' INV.
INV.
NV.
CARMEL DISTURBED AREA IS
ROAD
INACCESSIBLE
60� THE PROPERTY LINE _ SD
PUBLIC
\
\
RAW
SD
\
Z EX. DRIVEWAY
S D
NEW DRIVEWAY
CUT
LOCH TION \
SD —
•
SD
SD
\
\
\
\
\
BENCHMARK
MAC (S)
ELEVATION
=675.6'
GRADING AND STORM DISCLAIMER:
SITE, GRADING AND STORM INLET PLACE PER NICHOLAS
ANTHONY TROPEAO NCRLS #1659
EROSION CONTROL SEQUENCE.
INSTALL CONCRETE WASHOUT AND MAINTAIN THROUGHOUT CONCRETE PHASE
OF HOUSE CONSTRUCTION.
CONTRACTOR TO TEMPORARY SEED ALL AREAS OUTSIDE OF HOME
CONSTRUCTION AREA.
MAINTAIN PERIMETER EROSION CONTROL
START STORM DRAINAGE INSTALLATION AFTER HOME IS DRIED IN.
LEGEND:
• •
DISTURBED AREA
0
TEMP. SILT FENCE
SF OUTLET
INLET PROTECTION
CONSTRUCTION
ENTRANCE
(XXX)
PROP. CONTOUR
EX CONTOUR-2
- - XXX -
- EX. CONTOUR-10
■����■ STORM PIPE
STRAW BALE BARRIER CONCRETE WASHOUT
(TYP.)
STAPLES %8" DIA. 4" STAPLE
(2 PER BALE)
NATIVE MATERIAL
(OPTIONAL)
%LE
PLAN (TYP.)
TYPE "ABOVE GRAVE"
WITH STRAW BALES
WOOD OR
METAL STAKES
(2 PER BALE)
VICINITY MAP
BINDING WIRE
STRAW BALE
NOTES:
LETTERS A MINIMUM
1.
ACTUAL LAYOUT DETERMINED IN FIELD.
6. SILT FENCE SHALL BE INSTALLED AROUND
PERIMETER OF CONCRETE WASHOUT AREA
OF 5" IN HEIGHT
2.
INSTALL CONCRETE WASHOUT SIGN (24"X24",
EXCEPT FOR THE SIDE UTILIZED FOR
MINIMUM) WITHIN 30' OF THE TEMPORARY
ACCESSING THE WASHOUT.
n n
CONCRETE WASHOUT FACILITY.
II CONCRET II
7. A ROCK CONSTRUCTION ENTRANCE MAY BE
I I WASHOUT
3.
TEMPORARY WASHOUT AREA MUST BE AT LEAST
NECESSARY ALONG ONE SIDE OF THE
50' FROM A STORM DRAIN, CREEK BANK OR
WASHOUT TO PROVIDE VEHICLE ACCESS.
PERIMETER CONTROL.
4.
CLEAN OUT CONCRETE WASHOUT AREA WHEN
50% FULL.
CONCRETE WASHOUT
CONCRETE WASHOUT SIGN DETArE
5.
THE KEY TO FUNCTIONAL CONCRETE WASHOUTS
IS WEEKLY INSPECTIONS, ROUTINE MAINTENANCE,
STRAW BALES OR ABOVE GROUND
AND REGULAR CLEAN OUT.
NOT TO SCALE
ATE WINTER AND
SOIL AMENDMENTS:
7EARLYSPRING:
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
AND 750 LB/ACRE 10-10-10 FERTILIZER
SEEDING MIXTURE:
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
C
LAND DEVELOPMENT STANDARDS
TEMPORARY SEEDING SCHEDULE
I REV.
CHARLOTTE.
INCLUDES CHARLOTTE ETJ
1 30.17 19)
GRAPHIC SCALE
20 0 10 20 40
( IN FEET )
1 inch = 20 ft.
80 1
In
Lj
w
Z
w
O
O
H
U
O
U
U
w-1oo
M
U
U
U
w
w
D-
0-
�
w
w
&i
�a
z
Q Fij
N
N
N
oN
0)
r4)
LU
O
\
LU
N
U
7
V
o
U M
z
J
W
U
U
bb
O M
M
rQ
U
•�
O
b
L
4)
4)
0)
w
ca
2 N o
�y
c
o
N U
L
ct
0
0-
U
2
Q
>
a)
J
Q�
0
L
N
C
3
0
z
•O
Q
w
-
ML-
0-
0 q
j:j�U
N
-
w
w
O
(/')
�z
Q
U
=
O U
CD -2
to
Od
U U-i
00
OO
z
LU
a
LU
0
U
(V
O
T­
N
\
I
6 i
_I
N
a
�
w
�
o
SHEET:
CV2

•
CHARLO 1 T
EROSION APPROVAL
UENCE:
PROJECT NUMBER: DGEN-202
- FINALIZE GRADING
ENGINEEIGE SITE WITH
PCSO / DETENTION / DRAINAGE PLAN
EROSION CONTROL
URBAN FORESTRY
TREE ORDINANCE
CDOT
NOTE: THIS PLAN APPROVAL DOES NOT
INCLUDE CHARLOTTE WATER. FOR MORE
INFORMATION, PLEASE CALL 704-336-5499
OR VISIT http://charlottewater.org
NOTE: THIS PLAN APPROVAL DOES NOT
INCLUDE COMMERCIAL ZONING. ALL BUILDING
PERMITS AND ZONING APPROVALS CAN BE
OBTAINED AT MECKLENBURG COUNTY CODE
ENFORCEMENT. PLEASE CALL CTAC AT
704-314-CODE(2633) FOR MORE INFORMATION.
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
af"dan, MDSMfth LANDSCAPING
TOL MEASURE FTER INSPECTION.
Patrick Storz
Miriam Cattabriga
Isaiah Washington
o�o
Know what's below.
Call before you dig.
RIPRAP APRON
SEE SHEET D1
N /F
HOLLY H ALEXANDER and
FRED C ALEXANDER III
DB 24786 PG 444
OU DISTURBED AREA IS
- — — — — — — UU THE PROPERTY LINE
PIPE (F) ❑U
SSMH / - ��— — U
RIM-668.3 GRATE
INV=662.7 ") ELEV.673 �(671)
_ _ .� � •
0• W /
m-----(672)
FES 6
INV.- 669.0
DISTURBED AREA IS
THE PROPERTY LINE
N /F
JEFFREY E DUNHAM and
CARRIE B DUNHAM
DB 34845 PG 497
N /F
ROBERT B ANDERSON and
JEAN P ANDERSON
DB 33736 PG 547
I
LE
o
v
0
NMFS
I
I
nm
EX. POOL F mom"
1 D
I
I Iw o°'
2" TRENCI-
I L DRAIN
I I
1
I
I
� I
v
I
I
IL II\
3 X
6_,
co ,
M'
(O
Z
#4b (F)
r
r
I �
0
I�
N/F '7 I o
RODGER AZADGANIAN and
AMY RENEE TROUTMAN 1
DB 34940 PG 254
J
DI-7 NCDOT
STD 840.14
S14.49'S= �
SD MAG (S)O— �
SD cn
15" RCP
CLASS IV IN 9
CDOT R/W I
CONTRACTOR TO TIE INTO EX. CB.
CONTRACTOR TO VERIFY INVERT AND -
UNDERGROUND UTILITIES PRIOR TO DIGGING.
UNDERGROUND
PIPE SYSTEM
I l
DENBIGH DRIVE
60' PUBLIC R/W
s
\ /oco
v
��
an
SIL T FENCE TO BE USED A T TIME \ - /
OF UNDERGROUND INSTALLA TION
I N /F
BENJAMIN C SIMON
GRATE ELEV.- 673 I DB 34998 PG 504
OU I
❑U
— 6>C
�HRVEy,
PIPE (F)
� SSMH
RIM=666.7'
^�I NV=664.6' (8")
co
\W N � o
,s
\ \
rn �
I
\
PROP. POOL AND
PATIO AREA
J�
J
-674-
0 /
to 0) /
Ln J I
0 0
DI-5
RIM. 674.25
m m
V J
J J
.0
C
v
PROPOSED HOUSE
AND TENNIS OUTLINE
FFE (676.52)
- - R/W S —
D_
Z3
0
0
rn
(A
0
rn
SPOT ELEVATION
TYP
DISTURBED AREA IS
THE PROPERTY LINE
N /F
JOHN C BROWN and
HELEN MARIE
DB 5992 PG 825
DRAINAGE
DIRECTION
TYP
8" TRENCH
DRAIN
\
SD
\ SD —
\ti� SD
SD
go\ so. —
As, \ SD
\
\ BENCHMARK
MAG (S)
ELEVATION
=675.6'
VICINITY MAP
LEGEND:
DISTURBED AREA
(XXX. XX)
SPOT ELEVA TI DNS
(XXX)
PROP. CONTOUR
■ ■
STORM PIPE
X.X%
DRAINAGE SLOPE
DRAINAGE DIRECTION
DROP INLET
STORM SYSTEM TO BE NYOPLAST OR EQUIVALENT.
DRIVEWAY TRENCH DRAIN TO BE LOAD BEARING.
PATIO AREA TRENCH DRAINS TO BE PATIO GRADE.
PIPING TO BE HDPE OR EQUIVALENT UNLESS OTHERWISE NOTED.
PIPING UNDER PAVED AREAS TO BE LOAD BEARING.
ROOF DRAINS TO TIE-IN DROP INLETS
GRAPHIC SCALE
20 a 10
80 I
( IN FEET )
1 inch = 20 ft.
~�
U)
z
2
W
W
O
O
H
U
0
U
W
�
U(If
0
�
U
U
O
Ld
Of
w
of
w
w
&i
�o
W
z
Q
N
04
N
N
t/1
�ELJ
M
C)
\
N
U
13_�
C�
CC
UU]
C)
N
CIAx
N
C)2
V
o
M
CL"
z
.,=
�
Gi
�
W
U
bn
O M
M
Q
L)
o
bbn
L
N
rn
c
W
I�
L/]
;
� N
Ct
Q
00
N U
L
ct
0
a
U
0
�
>
a�
J
Q�
0
L
a�
c
3
0
z
Q
�.O
�U
M
LU
w
O
--z
Q
U
=
�4-J
CDo U
U LU
m
OO
z
LU
a
LU
cf�
_
0
U
N
O
N
\
6 i
N
a
�
�
Lr)
SHEET:
CV3

•
CHARLOW]
FINALAPPROVAL 3/1/2023
PROJECT NUMBER: LDGEN-2022-00011
ENGINEER ARD NOT
PCSO / DETENTION / DRAINAGE PLAN
EROSION P PM° M
I. DEVELOPER WlItt- I
URBAN FQRES E
THIS
TREE ORDINANCE PROPERTIES. WHEN FIE
MUST BE OBTAINED F
CDOT
6. IN ORDER TO ENS
THE CURB.
NOTE: THIS PLAN APPR A
INCLUDE CHARLOTTE WAhWT-FQk � IF DEII
INFORMATION, PLEASE E1ALLC 33J1!�}9QUTTE
OR VISIT http://charlottewAt✓EW BASED UP
NOTE: THIS PLAN APPROVA '
INCLUDE COMMERCIAL ZONIRL&NgF
PERMITS AND ZONING A%_kb' rA& ONCE.
OBTAINED AT MECKLENBUKROOkffebbEWHIC
ENFORCEMENT. PLEASE �OcrARCMBITED.
704-314-CODE(2633) FO&, 496HINFIDIRSITUCIPO
NOTE: SCHEDULE PRE-0
AT LEAST 48 HRS. PRIORIT6$A1,N TOR PRI
DISTURBING ACTIVITY U§INd'dFdI1)1N8Y THE
FORM FOUND AT http://charI teTiIdI5of'WBLIC S
Brendan M Smith
$TR GRADES IN INTERSECTIONS WITH INSPECTOR.
T AITj��t :E COORDINATED WITH THE CITY OF CHARLOTTE
1)NSTRUCTION.
20VIDE STREET IGNS PER CLDSM# 50.05 (9" SIGNS ONLY).
PikD.
}
11119W JE TO GRADE ADJACENT
LID CONDITIONS VARRANT OFF -SITE GRADING, PERMISSION
DM THE AFFEC D PROPERTY OWNERS.
J6ai2ftWa9tflrVgt0nMINIMUM OF 0.5% SLOPE ON
AGE FACILITIES MAY BE REQUIRED IN THE STREET -------- OU
QED NECESSARY BY THE INSPECTOR.
ON PLANS ALONG NATIONS CROSSING ROAD MAY BE - - - - -
J FIELD STAKING BY CITY ENGINEERING. ASSOCIATED STORM
-QUIRE MODIFICATION BASED UPON FIELD CONDITIONS.
HE STORM DRAINAGE EASEMENT (SIDE) IS TO PROVIDE STORM
BUILDINGS ARE NOT PERMITTED IN THE EASEMENT AREA. ANY
IMPEDE STORM WATER FLOW OR SYSTEM MAINTENANCE ARE
ETHYLENE (HDPE) STORM DRAINAGE PIPE INSTALLED WITHIN
PUBLIC STREET RIGHT-OF-WAY MUST BE APPROVED BY THE
R TO ANY BACKFILL BEING PLACED. BACKFILL MATERIAL MUST
CITY INSPECTOR PRIOR TO PLACEMENT OF THE MATERIAL
REET RIGHT-OF-WAY.
ALL MAINTAIN EACH STREAM CREEK OR BACKWASH CHANNEL
.N AN UNOBSTRUCTED STATE AND SHALL REMOVE FROM THE CHANNEL AND BANKS
OF THE STREAM ALL DEBRIS, LOGS, TIMBER, JUNK AND OTHER ACCUMULATIONS.
12. ANY BUILDING WITHIN THE 100+1 STORMWATER ELEVATION LINE IS SUBJECT TO
THE RESTRICTIONS OF THE (CITY OF CHARLOTTE/MECKLENBURG COUNTY) SUBDIVISION
ORDINANCE, SECTION 7.200.8.
13. ANY CONSTRUCTION OR USE WITHIN THE FUTURE CONDITIONS FLOOD FRINGE LINE
IS SUBJECT TO THE RESTRICTIONS IMPOSED BY THE FLOODWAY REGULATIONS OF THE
CITY OF CHARLOTTE AND MECKLENBURG COUNTY.
N/F
14. ALL OPENINGS (E.G. DOORS, WINDOWS, VENTS) IN STRUCTURES BUILT ON LOT
JEFFREY E DUNHAM and
#'S---- SHOULD BE LOCATED A MINIMUM OF ONE FOOT ABOVE THE ADJACENT
CARRIE B DUNHAM
FINISHED GROUND SURFACE (APPLIES TO LOTS WICH MAY EXPERIENCE SIGNIFICANT
DB 34845 PG 497
OVERLAND FLOW NOT CONSIDERED IN THE 100+1 FLOOD ANALYSIS.)
15. PE SEALED SHOP DRAWINGS FOR RETAINING WALL MUST BE SUBMITTED TO CITY
ENGINEER PRIOR TO CONSTRUCTION.
16. "AS -BUILT" DRAWINGS AND PLANS OF THE STORM DAINAGE SYSTEM, INCLUDING
DESIGNED DITCHES, MUST BE SUBMITTED PRIOR TO SUBDIVISION FINAL INSPECTION TO
THE CITY/COUNTY ENGINEERING DEPARTMNET IN ACCORDANCE WITH THE CITY/COUNTY
SUBDIVISION ORDINANCE.
17. PRIOR TO INSTALLATION, PE SEALED SHOP DRAWINGS FOR UNDERGROUND
DETENTION SYSTEMS MUST BE FURNISHED TO CITY OF CHARTLOTTE ENGINEERING FOR
APPROVAL.
18. PRIOR TO CO, SURVEYOR SEALED AS -BUILT DRAWINGS OF ALL WATER QUALITY
BMP'S AND DETENTION SYSTEMS MUST BE PROVIDED.
19. PRIOR TO PLAT RECORDATION OFF -SITE R/W AND/OR CONSTRUCTION EASEMENTS
ARE REQUIRED TO BE OBTAINED ACCORDING TO THE GUIDELINES OF THE 'OFFSITE
_
R/W ACQUISITION PROCESS". THESE NEEDED R/W AND CONSTRUCTION LIMITS AREA -
- - - - - -
CLEARLY SHOWN ON THE ROADWAY IMPROVEMENT PLAN.
20. PER SECTION 18-175(e) OF CITY CODE AND SECTOIN 10.0 OF THE CITY'S POST
CONSTRUCTION CONTROLS ADMINISTRATIVE MANUAL, ALL REQUIRED NATURAL AREAS
AND/OR POST CONSTRUCTION CONTOLS EASEMENTS (PCCEs) MUST BE RECORDED
PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY.
21.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.
22. 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.0RG/DEPARTMENTS/TRANSPORTATION/STREET+MAI NTENANCE/HOME.HTM
23. NON-STANDARD ITEMS (ID: 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.
24. SIDEWALK WITHIN THE CITY'S R/W THAT REQUIRES REPLACEMENT AS PART OF THE N/F
DEVELOPMENT AND/OR STREET IMPROVEMENTS SHOULD BE PHASED IN SUCH A WAY ROBERT B ANDERSON and
AS TO MINIMUZE THE DURATION OF THE SIDEWALK CLOSURE TO THE EXTENT JEAN P ANDERSON
FEASIBLE. THE DEVELOPER SHOULD MAKE EVERY ATTEMPT TO HAVE SIDEWALK DB 33736 PG 547
REPAIRED AND REOPENED FOR PUBLIC USE WITHIN 30 DAYS OF REMOVAL.
25. ANY WORK WITHIN THE CITY'S R/W THAT REQUIRES CLOSURE OF THE SIDEWALK
OR TRAVEL LANE FOR LESS THAN 30 DAYS REQUIRES A R/W PERMIT. TRAFFIC
CONTROL PLANS FOR ANY SIDEWALK OR TRAVEL LANE CLOSURES MUST BE
SUBMITTED AS PART OF TEH R/W USE PERMIT REQUEST. TRAFFIC CONTROL PLANS
MUST BE IN ACCORDANCE WITH CDOT'S WORK AREA TRAFFIC CONTROL HANDBOOK
(WATCH) AND MUST BE REVIEWED AND APPROVED. CONTRACTOR SHALL CONTACT
CDOT AT LEAST 5 BUSINESS DAYS IN ADVANCE OF BEGINNING OF WORK AT
704-432-1562.
26. RIGHT-OF-WAY CLOSURES LONGER THAN 30 DAYS REQUIRE A R/W LEASE
AGREEMENT WICH WILL INCLUDE THE SUBMITTAL OF A TRAFFIC CONTROL PLAN.
TRAFFIC CONTROL PLANS REQUIRED THROUGH A LEASE AGREEMENT MAY BE
DIFFERENT FROM THE ONE REQUIRED DURING THE LAND DEVELOPMENT PLAN REVIEW
AND ARE SUBJECT TO REVISIONS THE REVISED TRAFFIC CONTROL PLANS MUST BE
SUBMITTED AS PART OF THE LEASE AGREEMENT PROCESS FOR APPROVAL PRIOR TO - - - -
START OF R/W CLOSURES. CONTRACTOR SHALL CONTACT CDOT AT 704-336-8348.
27. CONSTRCTION STAGING WITHIN CITY R/W LASTING MORE THAN 30 DAYS REQUIRES
A R/W LEASE AGREEMENT. CONTRACTOR SHALL CONTACT CDOT AT 70-336-8348.
CDOT NOTES
-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 Krystal Bright at 704-336-3888 or [e-mail].
-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 Eric Weidemann at [phone] or
[e-mail] at least 5 business days prior to beginning
work for impacts less than 30 days. Contractor shall contact Casey
Mashburn at [phone] or [e-mail] 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.
- The Developer shall contact the Implementation Section Manager of the
Charlotte Department of Transportation (CDOT) or their designee at
704-336-4119 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.
- Pedestrian -scale lighting and/or street lighting shall not be installed
within the Right -of -Way without review and approval of CDOT. Developer to
contact Candace Inge (704-336-3932 or [e-mail]) for
local street lighting criteria with Residential Subdivision projects and to
contact Anthony Mendez (704-962-7173 or [e-mail])
for all other projects lighting requirements. Coordinate with Duke Energy and
CDOT as necessary to determine lighting levels, lighting layout and
requirements for installation.
- 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 [e-mail].
- A joint 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
N/F
RODGER AZADGANIAN c
AMY RENEE TROUTMA
DB 34940 PG 254
_-2 U_
S�4.49'S�
� � 52•p1
SD MAG (S)0-
SD
CONTRACTOR TO TIE IN',
CONTRACTOR TO VERIFY
UNDERGROUND UTILITIES
M
(F)
SSMH
RIM=666.7'
NV=664.6' (8")
N/F
HOLLY H ALEXANDER and
FRED C ALEXANDER III
DB 24786 PG 444
x C1
I -
PCCE EASEMENT (�
I �
O
DENBIGH DRIVE
60' PUBLIC R/W
s
0co
s�
s
I N/F
BENJAMIN C SIMON
I DB 34998 PG 504
� El I
- X -1❑U
-J
00
N/F
JOHN C BROWN and
HELEN MARIE
DB 5992 PG 825
��RVEy,
man
VICINITY MAP
DISCLAIMER:
DIMENSIONS PER NICHOLAS ANTHONY TROPEAO NCRLS
#1659
GENERAL NOTES:
1. DURING CONSTRUCTION AND UNTIL TURF IS ESTABLISHED, USE THE DESIGNED EROSION DEVICES AS
SHOWN ON DETAIL SHEETS AND MAINTAIN AS REQUIRED TO MINIMIZE EROSION AND SEDIMENTATION
RUNOFF.
2. CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS PRIOR TO BEGINNING WORK.
3. CONTRACTOR SHALL VERIFY LOCATION AND AVAILABILITY OF ALL UTILITIES AFFECTING THE PROJECT
ON AND OFF THE SITE. ALL EXCAVATION FOR THIS PROJECT IS UNCLASSIFIED. WHEN EXCAVATING,
REMOVE ALL MATERIALS OF WHATEVER SUBSTANCE ENCOUNTERED.
4. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A
REPRESENTATIVE OF THE CITY/COUNTY/STATE ENGINEERING DEPARTMENT.
5. PROVIDE SILT FENCE AND/OR OTHER CONTROL DEVICES, AS MAY BE REQUIRED, TO CONTROL SOIL
EROSION DURING ALL UTILITY CONSTRUCTION.
6. ALL DISTURBED AREAS SHALL BE CLEANED, GRADED AND STABILIZED WITH GRASSING IMMEDIATELY
AFTER THE UTILITY CONSTRUCTION. CONTRACTOR MUST VERIFY ALL EXISTING FIELD CONDITIONS PRIOR
TO CONSTRUCTION.
7. 72 HOURS BEFORE COMMENCING CONSTRUCTION CONTACT N.C. ONE -CALL 1(800) 632-4949 FOR
UNDERGROUND UTILITIES LOCATION.
8. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE
EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
9. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS NECESSARY TO
ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND ESPECIALLY WHEN SPECIFICALLY
REQUIRED AS PART OF THE CONSTRUCTION SEQUENCE SHOWN ON PLAN. ALL GRADED SLOPES MUST
BE SEEDED AND MULCHED WITH IN 7 DAYS OF COMPLETION OF GRADING. ALL REMAINING AREAS ARE
TO BE SEEDED AND MULCHED WITHIN 14 DAYS.
10. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1
11. ALL FILL MUST BE PLACED IN MAXIMUM 1 FOOT LIFTS TO A MINIMUM 95% COMPACTION. N.C.
STATE BUILDING CODE FOR 2000psf MINIMUM COMPACTION IS REQUIRED IN BUILDING AREA.
12. ANY CUT AND/OR FILL SLOPE EXCEEDING 10' IN HEIGHT IS TO HAVE A SLOPE DRAIN INSTALLED
AT TOP OF SLOPE. SLOPE DRAIN TO REMAIN UNTIL DRAINAGE AREA HAS STABILIZED.
PCCE NOTE:
THE PURPOSE OF THE POST -CONSTRUCTION CONTROLS EASEMENT (PCCE) IS TO
PROVIDE STORMWATER CONVEYANCE AND CONTROL AND TREATMENT OF STORMWATER
RUNOFF. BUILDINGS OR ANY OTHER OBJECTS WHICH IMPEDE STORMWATER FLOW,
SYSTEM PERFORMANCE, OR SYSTE MAITENANCE ARE PROHIBITED. THIS EASEMENT
ALSO PROVIDES FOR UNRESTRICTED ACCESS FOR INSPECTION AND MAINTENANCE
PURPOSES TO BE PERFORMED ON THE BMP AS REQUIRED BY THE CITY OF
CHARLOTTE POST -CONSTRUCTION STORMWATER ORDINANCE.
SITE MITIGATION 18-161(c):
THIS SITE MEETING THE REQUIREMENTS OF THE POST- CONSTRUCTION STORMWATER
ORDINANCE (PCSO) BY UTILIZING THE MITIGATION OPTION IN SECTION 18-161(c) OF
THE ORDINANCE. THE SITE IS PROVIDING ON -SITE STORMWATER VOLUME AND PEAK
RATE CONTROLS, INCLUSION OF A FOREBAY ON THE REAR DETENTION SYSTEM, AND
INCLUDING A BIORETENTION WATER QUALITY DESIGN FOR THE FRONT SCM, AND
PAYING A MITIGATION FEE. THE BUILT -UPON AREA (BUA) ON WHICH THE FEE IS
BASED IS THE NET INCREASE IN BUA COMPARED TO PRE -PROJECT CONDITIONS. THE
NET INCREASE IN BUA FOR THIS PROJECT IS 0.276 ACRES (12,009 SF). THE
MITIGATION FEE MUST BE PAID TO CITY OF CHARLOTTE WHEN PLANS ARE APPROVED.
ZQ 9 SD \
\ SD
\tip SD
moo\ so4 -
As, \ SD
\
\
\ GRAPHIC SCALE
\ 20 0 10 20 40 80
\
\ BENCHMARK
MAG (S)
ELEVATION ( IN FEET )
=87s.8' 1 inch = 20 ft.
~�ZLLJ
W
W
M
O
M
2
O
U
U
W
�J
U
0
_J
U
U
O0
Ld
Of
w
Of
w
0-
LLJ
w
W
N
cr
of
Z
Q
N
C4N
N
N o
o)
r,
LLJ
C)
\
N
II
C�
CC
o
_
U
bb
O M
�y
o
M
rO
)
O
b
W
L
c
0)
c
W
U
I -I
rA
ca
� N
ct
¢
�
N U
4)
ct
C
a
U
o
�
>
a�
J
Q�
0
L
a�
c
3
0
w
- •0
Q
0U
0
(�
N ate--+
Q
w
�o
(13 z
LU
U
V)
UCD
CD
0
w
�
U
%A cARo
�Q Q44F �s
= EAL -_
24698 -
3-
'-��5
00
OO
Z
o
a
i2L
!�z
w
CII
_
0
V
cV
O
N
\
I
6i
_I
N
a
�
Lu
�
tUn
0
SHEET:
CV4

FINALAPPROVAL 3/1/2023
PROJECT NUMBER: LDGEN-2022-00011
�W
ENGINEERING
PCSO / DETENTION / DRAINAGE PLAN
EROSION CONTROL
URBAN FORESTRY
TREE ORDINANCE
CDOT
NOTE: THIS PLAN APPROVAL DOES NOT
INCLUDE CHARLOTTE WATER. FOR MORE
INFORMATION, PLEASE CALL 704-336-5499
OR VISIT http://charlottewater.org
NOTE: THIS PLAN APPROVAL DOES NOT
INCLUDE COMMERCIAL ZONING. ALL BUILDING
PERMITS AND ZONING APPROVALS CAN BE
OBTAINED AT MECKLENBURG COUNTY CODE
ENFORCEMENT. PLEASE CALL CTAC AT
704-314-CODE(2633) FOR MORE INFORMATION.
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
REMOVE/REPLACE
SIDEWALK IN
DRIVEWAY AREA
Brendan M Smith
Patrick Storz
Miriam Cattabriga
Isaiah Washington
18" RCP
I
NEW DRIVEWAY CUT
CDLS 10.25A
INSTALL TEMPORARY SIDEWALK
CLOSED SIGNAGE WHILE DRIVEWAY
AND SIDEWALK IS INSTALLED.
S
i
r.�
CB
T/C=672.8'
RIM=672.3'
BOTTOM
BOX=668.9'
INV.
INACCESSIBLE
CONTRACTOR TO PROWDE ALL NEEDED TRAFFIC
CONTROL DURING DRIVEWAY(S) INSTALLATION
NCDOT S7D
1101.01
NCDOT S7D
1101.02
NCDOT S7D
1101.11 SHEETS 1 AND 4
NCDOT S7D
11 a u
NCDOT S7D
1115.01
NCDOT S7D
1130.01
NCDOT S7D
1135.01
NCDOT S7D
1150.01
Know what's below.
Call before you dig.
18„ RCP SD
SD
CARMEL ROAD
60' PUBLIC R/W
SD
-/ .
REMOVE/REPLACE
SIDEWALK IN
DRI VEWA Y AREA
REMOVE EX. DRI VEWA Y
RESTORE PLANTING STRIP
NEW DRIVEWAY CUT
CDLS 10.25A
UY WIRE
PIPE (F)
•_ INSTALL TEMPORARY SIDEWALK
CLOSED SIGNAGE WHILE DRIVEWAY
AND SIDEWALK IS INSTALLED.
SD
VICINITY MAP
CDOT NOTES
—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 [phone].
—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.
— 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
— DEVELOPER TO CONTACT CDOT (ANTHONY MENDEZ: 704-336-4971)
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.
GRAPHIC SCALE
10 0 5 10 20
40
�
~
N
�
W
Z
W
O
O
H
U
O
U
U
W
_j
U
0
U
U
W
W
a�
WW
N
ct
z
Q
N
V)
M
LLJ
\
�
N
U
P_�
C�
ovM�z
�8
W
U
bb
O M
M
Q
U
O
b
W
L
C
0)
C
W
U
uu�
1�
TT^^n
Vl
ca
�)
� N
O
tap
ct
�
N U
4)
ct
4)
a
U
o
�
�
>
a�
J
Q�
0
c
3
O
w
o
z
(6 L_
Q
0 ru U
0L
--
a� +,
w
o
Q
�
�zLU
�
�4-J
>
v
CD
U
CAP
EAL -_
24896 -
•�
P.
r1+1ir o,"'%2123123
m
00
z
o
a
i2L
!�z
w
cf�
_
0
U
cV
O
[V
II
�
w
_
[V
a
�
LU
�
0
( IN FEET )
1 inch = 10 ft.
SHEET:
CV5

•
CHARLOTT1
FINAL APPROVAL 3/1/2023
PROJECT NUMBER: LDGEN-2022-00011
ENGIN
ERING
PCSO / DETEN
ON / DRAINAGE PLAN
EROSI
N CONTROL
URBA FORESTRY
TREE ORDINAN E
CDOT STORM
NOTE: THIS PLAN APPROVAL DOES NOT
INCLUDE CHARLOTTE WATER. FORAMRiSTORM
INFORMATION, PLEASE CALL 704-3(jM8"UCTI
OR VISIT http://charlottewater.org
NOTE: THIS PLAN APPROVAL DOES NOT
INCLUDE COMMERCIAL ZONING. A$-D981tftT
PERMITS AND ZONING APPROVALS1dkN1iW FOR
OBTAINED AT MECKLENBURG COUNTY CODE
ENFORCEMENT. LEASE CALL CTACREAR PORTI
704-314-CODE( 633) FOR MORE IP#gMtTMN.O
NOTE: SCHEDU
E PRE-CONSTRUc-ITUAFWWAh
AT LEAST 48 H
S. PRIOR TO ANY L9,"C)
DISTURBING A
TIVITY USING THE ONLINE
FORM FOUND
http://charlotten("cr PORT
Brendan M Smith
Patrick Storz
Miriam Cattabriga
ciffh 1J9fiftton
TER TO BE PE' CHARLOTTE POST
STORMWATEI )RDINANCE (7/2016)
MITIGATION PER SECTION 18-161(c), SECTION
THE REAR POTION OF THE PROPERTY.
OF THE PROPERTY MITIGATION TO FOLLOW
THE LATEST EDITION POST -CONSTRUCTION
ORDINATION ADMINISTRATIVE MANUAL SECTION
N OF THE PR ERTY IS TO TREAT THE
THE STORMWA R
NC SESSION LAW 2018-145 ALLOWS FOR THE EXISTING BUA
TO BE COUNTED AGAINST PROPOSED BUA.
RIPRAP APRON
SEE SHEET D1
N /F
HOLLY H ALEXANDER and
FRED C ALEXANDER III
DB 24786 PG 444
3' DIAMETER RISER WITH
-------- OU
ACCESS CAPABILITY
RIM: 673.0 - GRATED TOP
------=a�
❑U
INV.- 669.50 SEE SHEET CV10
PIPE (F)
❑U FOR OUTLET CONTROL
C 1
M
UU
X
ssX
M=668.3
- INV=662.7")
(671)�
--
- -
W
8" CIO PER - -
_ - - -
_ (672) DETAIL
01`
FES 6
INV.- 669.0
/ L12" HDPE 20LF
© 1.259 00 ' /
' l /
INV.• 669.25 ^w o
N /F 11 `� .'� w -�
JEFFREY E DUNHAM and PF /
CARRIE B DUNHAM I
DB 34845 PG 497
II �
/
�III�' PCCE EASEMENT
Q /
~
)b
I /
1 /
NMFS
I 1
I
EX. POOL HOUSE
1
. I
I
x
III
I
r
1
N /F
ROBERT B ANDERSON and
JEAN P ANDERSON
DB 33736 PG 547 8
I I
I
I I
I
r ^
of I
N/F '7 I o
RODGER AZADGANIAN and I
AMY RENEE TROUTMAN 1
DB 34940 PG 254
J
I
PCCE EASEMENT
-gU-_-
SD MAG (S)0-
SD cn
9
CONTRACTOR TO TIE INTO EX. CB.
CONTRACTOR TO VERIFY INVERT AND -
UNDERGROUND UTILITIES PRIOR TO DIGGING.
5-24" HOPE 10OLF Cam? 0.5%
W/ 24" HEADER PIPES 15" STUB OUT
r-utfLIC R/W
Z0
I l
DENBIGH DRIVE
60' PUBLIC R/W
s
v
an
_ 3' DIAMETER RISER WITH ACCESS I N/F
CAPABILITY BENJAMIN C SIMON
RIM: 673.0 - GRATED TOP I DB 34998 PG 504
12" WEIR FOR SEDIMENT DEPOSITS
uu I
❑U
SSMH
S RIM=666.7'
�6> ^� INV=664.6' (8")
�HRVEy,
SEDIMENT CHAMBER
5-24" HOPE 20LF ® 0.5%
W/ 24" HEADER PIPES
--1
6" ROOF DRAIN
I
I
I
10' PCCE
EASEMENT
I
I
\ I rn
I \ -
I I o
1 I
\ v
\\ \ o
\\ w I I
v
\ INV.• 673.90
1 I �
�8" TRENCH DRAIN
ELEV. 674.37
-INV.• 673.75
'ois)
c
RIP RAP APRON AT I
TRENCH DRAIN END
10' PCCE
EASEMENT
N /F
JOHN C BROWN and
HELEN MARIE
DB 5992 PG 825
PCSO EASEMENT
VICINITY MAP
DISCLAIMER:
DIMENSIONS PER NICHOLAS ANTHONY TROPEAO NCRLS
#1659
Structure
Structure
Rim
Elevation
Elevation
Slope
Length of
Pipe
U/S
D/S
Elevation
U/S
D/S
(1%)
Pipe (ft)
Size
DI-4
DI-3
674.00
670.28
670.07
0.50%
42
8
DI-3
DI-2
673.90
670.07
670.03
0.50%
8
8
DI-2
DI-1
673.50
670.03
669.75
1.00%
28
12
131-1
EX
672.50
669.57
669.50
0.50%
14
15
DI$
0
1 674.25
1 671.00
1 670.25
0.52%
1 145
12
Structure
Area
Contributing
U/S
SF
DA (acres)
DI-4
4880
0.11
DI-3
2377
0.05
DI-2
11215
0.26
DI-1
780
0.02
DI-6
6301
0.14
Post Development -To Rain Garden
❑rive/Conc
3430 sf
0.079 ac
Concrete
90 sf
0.002 ac
House
❑ sf
0.000 ac
Pervious
7695 sf
0.177 ac
Total Area
11215 sf
0.26 ac
Total BUA Rear Pre = 5617 sf
Total BUA Front Pre = 6774 sf 20%
Total BUA Rear Post = 14354 sf
Total BUA Front Post = 10046 sf 40%
Total Diff Rear = 8737 sf BUA Over Pre
Total Diff Front = 3272 sf BUA Over Pre
SD � \
SD \
-9 SD \
SD
\tip SD
SD
moo\ so4 -
As, \ SD
\
\
\ GRAPHIC SCALE
\ 20 0 10 20 40
\ BENCHMARK
MAG (S)
ELEVATION ( IN FEET )
=675.6' 1 inch = 20 ft.
80
~v)ZUJ
W
W
M
O
M
2
O
U
U
W
�J
U
0
-J
U
U
OOf
LLJ
W
W
a-
LLJ
w
W
Ln
cr
Of
Z
Q Lj
N
N o
rn
LLJ
O
\
�
N
a
C�
CC
O
r
M
Q
L)
o
bbb
W
L
c
W
I�
rA
ca
0 N
�
o
ct
¢
�
N U
4)
ct
C
a
U
o
a�
0
L
N
c
3
0
w
z
-0
Q
w
0
ML
ru
Q
�
~
w
N +-
o
LU
�
�z
Q
�
�4-J
CD o
Of
�--�
M
O
U
C/')
m
OC]
Z
o
a
w
cf�
_
0
U
N
O
N
\
Lei
_II
N
a
�
w
�
tUn
0
SHEET:
CV6

•
CHARLOTT1
FINAL APPROVAL 3/1/2023
PROJECT NUMBER: LDGEN-2022-00011
ENGIN
ERING
PCSO / DETEN
ON / DRAINAGE PLAN
EROSI
N CONTROL
URBAN FORESTRY
TREE ORDINANCE
CDOT
NOTE: THIS PLAN APPROVAL DOES NOT
INCLUDE CHARLOTTE WATER. FOR MORE
INFORMATION, PLEASE CALL 704-336-5499
OR VISIT http://charlottewater.org
NOTE: THIS PLAN APPROVAL DOES NOT
INCLUDE COMMERCIAL ZONING. ALL BUILDING
PERMITS AND ZONING APPROVALS CAN BE
OBTAINED AT MECKLENBURG COUNTY CODE
ENFORCEMENT. PLEASE CALL CTAC AT
704-314-CODE(2633) FOR MORE INFORMATION.
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
Brendan M Smith
Patrick Storz
Miriam Cattabriga
Isaiah Washington
RIPRAP APRON
SEE SHEET D1
N /F
HOLLY H ALEXANDER and
FRED C ALEXANDER III
DB 24786 PG 444
��RVEy,
I l
DENBIGH DRIVE
60' PUBLIC R/W
3' DIAMETER RISER WITH
-------- ❑U
ACCESS CAPABILITY
—7 —
—
RIM: 673.0 — GRATED TOP
------=a
UU
INV.- 669.50 SEE SHEET CV10
PIPE (F)
UU FOR OUTLET CONTROL
3' DIAMETER RISER WITH ACCESS I
CAPABILITY
IN
BENJAMIN C SIMON
�
i /
X —��
U— _
C1 RIM: 673. 0 -GRATED
TOP
I
DB 34998 PG 504
SSMH
X ❑u 12" WEIR FOR SEDIMENT DEPOSITS
RIM-668.3
i
uu
\ _
OU I
- - -
-(672)
619
INV- 669.0
�
�� `� �
SSMH
— —
RIM=666.7'
`� 6>
INV=664.6'
(8")
12" HDPE 20LF
® 1.257
°o
..........
o
6
INV.•
669.25
l 5-24" HDPE 10OLF ® 0.57. � �
w N
N F
III `0 .'� w
W/ 24" HEADER PIPES
JEFFREY E DUNHAM and
PF
12" STUB OUT
CARRIE B DUNHAM
DB 34845 PG 497
/
�,—
I I I
I'll
I
II
�t�l
III
I
I I 6 • ROOF DRAIN
I /
/b�ti
/ (674)
\1
12" ROOF DRAIN \
\
a
4" TRENCH DRAIN '�
III
III
\-
M
,
TO STORM PIPE
\
•
I /
�
� I I III I� -� � I III
\
1
NMFS
IIII
III
' \
\ EX. POOL HOUSE
I;
\
IIII
I
III
IIII
o
I
-
I
�
l
\
\
x
III
III
IL
II
III
c++
VOLUME Ml TIGA TION AREA
I
\\
IIII
III
8,7375E
I
ROOF TOP AND PATIO DRAINAGE
,
W W W W
III
/III
_ -6 - -
TO UNDERGROUND DETENTION
\
/
\r t
W W� W W 12" ROOF DRAIN 7,
W W W W li — �
Ill
/
\
V \
N /F
�\ I
�
v I id
W �W W DI-5 v
.w
xo
ROBERT B ANDERSON and
\I I .�
_
W W ` DA: 0.14 JI
III
III
A
JEAN P ANDERSON
II
II
II
WWW-WWWWW-W
II
I
DB 33736 PG 547
%� � I `'
.#
I
8" ROOF DRAIN r
II
I
III
III
W W W W W W
III
N/F
6" ROOF N DRAI
W
JOHN C BROWN and
\
HELEN MARIE
6 ,
III
III
III
III
III
/
DB 5992 PG 825
\\6 III
/
III
III
III
III
III
0
III
III
III
III
III
III
III
i
c
o)
/
— — .,
N
#41b (F)
\ \
V
9
1/41
\ ROOF DRAIN TYP.
I
PROJECT MAIN
r
DI-4 /
W \W
wW
DRAINAGE DIVIDE
\
0 DA: 0.11 I
•
X
` \
\
W W\
WI
� W
W
W
N /F
RODGER AZADGANIAN and
AMY RENEE TROUTMAN
r
I �,
�^
\ ADD CURB TO
W W W V
W W
W
W
W W
W W W
1
�6��
DI
DRIVEWAY TO DIRECT
Y
DB 34940 PG 254
N
WATER TO DI-3 I
W W W W W
\
W W
\
W
W W
W W W
W W W W
J
---
/
(67I 1
4,
W W W W v
W W \ W W w W
W
1
W W
W
W
W W
W W W
W W W
W W W W
W W W W
I / /
3 DA: 0.0
/
8" TRENCH DRAIN
_
/
W �—
DI-2
DA: 0.26
\
IW
W W
)V W W W W V( W
W
W W
W W
W W W
W W
W
W
W W
W W W
W W W
W W W
W W RAIN GARDEN DRAINAGE AREA
11,215SF
(67+3) W W W J W W
6i.. W
W W W
W W
W
W W W
3, 520SF BUA FOR TREA TMEN T
W
7,695SF PERVIOUS
--
/
�g�
W W
W
W W
W W
F
(675�
\ Dl-7
•
/ DA: 0. 02
,V
,V \
v W W
SD
SD
❑
W
18 RCP
c6 c6 D
\
U.
19 T/C=672.8' 18. RCP
SD 1FT RI WEIR
PIPE (F)
9 RIM=672.3'
BOTTOM
SD
\ \
\
BDX=668.9'
I NV.
INACCESSIBLE
CA SD
► ��L ROAD
\
` \
— —
•
60 SD
PUBLIC RAW
\
•
SD
—9 SD \
Z3
\
SD
\tip SD
-"0\ s04 —
�s SD
\
\
\ BENCHMARK
MAG (S)
ELEVATION
=675.6'
VICINITY MAP
GRAPHIC SCALE
20 a to 80 I
( IN FEET )
1 inch = 20 ft.
Z
w
�
N
Z
w
O
U
w
O
U
_J
U
Of
0
J
U
W
vi
wof
w
z
W
Ln
QJi
N
\
N
N
N
U
U
bb
O M
�
M
Q
U
o
bbb
L
rn
w
rn
� N
�y
ct
a
r�
00
N U
Lct
C
a
U
o
�
�
>
J
Q�
0
L
N
C
3
O
Iw
Q
•p
w
�
U
Q
N +-+
Lu
w
Eo
Q
z
Lu
U
CD
z
M
Q
U
C)
Cl"i%��� ,rrri
4 •.... i
EAL -_
24896
It it ,``2/23/23
m
OO
z
o
a
im
!�z
w
cli
0
V
N
O
N
\
_II
N
a
�
w
�
tUn
0
SHEET:
CV7

•
CHARLOTT1
FINAL APPROVAL 3/1/2023
PROJECT NUMBER: LDGEN-2022-00011
ENGIN
ERING
PCSO / DETEN
ON / DRAINAGE PLAN
EROSI
N CONTROL
URBAN FORESTRY
TREE ORDINANCE
CDOT
NOTE: THIS PLAN APPROVAL DOES NOT
INCLUDE CHARLOTTE WATER. FOR MORE
INFORMATION, PLEASE CALL 704-336-5499
OR VISIT http://charlottewater.org
NOTE: THIS PLAN APPROVAL DOES NOT
INCLUDE COMMERCIAL ZONING. ALL BUILDING
PERMITS AND ZONING APPROVALS CAN BE
OBTAINED AT MECKLENBURG COUNTY CODE
ENFORCEMENT. PLEASE CALL CTAC AT
704-314-CODE(2633) FOR MORE INFORMATION.
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
Brendan M Smith
Patrick Storz
Miriam Cattabriga
Isaiah Washington
❑U
ou U
SSMH \I
�/,(�/\RIM=6&8.35'
�I/�I/�I / �I/�I �(68") I�— I
I
ouou
/o�
I
\I�
11�41 \I \I \I �I a �P ' �1�� �,, SSMH(AD —
/ RIM=666.7'
xl
/ / / / / / / / / / / / / / / / / / \/ / / / 6�wt / / / / / / / INV=664.6' (8")
I /(I�f
0
%
1
EXISTING GRASS AND � I I I I I\ I I I I I \ I I
WOODED AREA
V V V .I .I ,I ,I ,I ,I ,I ,I \1 ,I
II
II \i\
%✓ 0
v \I \I \I \I \I \I
�
\ I EXISTING POOL I I I I I I I I I I I I I I ill I I I I I I \I I I I I C
BUILDING TO
I REMAIN
�I 0 \1 \1 \1 \1 - EXISTING PATIO
0 \I — �\1 iO4,1_ \I
o O / / / -/ / / - -
�I \ 000 O0LJ00°LJ0 I ' '
0
\ 000 /�yx_{{0 001�0 r1
0-- f�00 r0
O o
\ V d- oC7fo V V �/
\ O O o o O o �I �I �I �I �I
I 000 0 0 000 000 0 000 0 00 00 DRAINAGE AREA BREAKDOWN
EXISTING HOUSE
n(PbCPoCPo 7000ftdoCPoCPo ,
O o 0 0 o O o I 0 0 0 0 0 0 I I I I I
000 o O,--.�o)00 0 000 000 000 ^ Pre Development -Rear
oO�o 0 00 o0 O�oO�oO�oO �� /I
0 000 000 .I ,I ,I ,I ,I Drive/Conc 1535 sf 0.035 ac
( 0 House 2597 sf 0.060 ac
00o O 00o 00o 00o O O0o O0o
000 00Cdd-5'OO C 000o0O 00 OO 000 �I �I �I �I �I Patio 623 sf 0.014 ac
000 00 ° 1 00°�000CP'o0 �000 I ,I ,I ,I ,I ,I Pool House $52 5f 0.020 ac
0 000\ Oo 000 000 0 000 Pervious 29778 sf 0.684 ac
o I �I �I �I \�I �I �I �I O I �I �I �I �I �I �I �I �I o O o o I �I �I �I �I �I\ C
0,--,n000 Z , , , ,\ , , , _ 00 , , , , \ , , 000 0 , , , , , Rear Area 35395 sf 0.81 ac
o \ `I `I `I `I 1'I `I O O�J TJdf O O `I �I �I �I �I \ �I �I
/ O 0 / / / / // 0 O 0 O o O 0 �Q( �0-� O 0 O 0 / / / / / / / 0 O / / `, -//
00 0 \1 I �I �I �I �I O 00 0 00 00000 0 0 O" t�\OD 00000 `I / /`I `I `I `I 0 OD \1 v0
/ I P --"n --"n --)' —n 0 �/ Pre development -Front
01 \1 \1 \1 Q�o(:PO T'nf T'nf T'n�nf T'(lf _T"f �I �I / �I �I p �I �I Cp .I �I �I
— — — — — — — \ 00 I, o 0 0 0 EXISTING GRA l/EL DRI IiEWA Y 0 0 0 0 i 0 0 / ,
I �I o00 \1 \1 �I O o0� 000 oC �O o00 000 000 ✓ �I �I �I 000 0 �1 /\I �I �I �I DriVe�CDnC 5406 sf 0.124 ac
I \ (�(�AND CONCRETE /, ,
J I O0o �I �I o O0o�000��0o�OGoU ovoU OvOU OVOU &"OU Ov0 000�O0o�000�000�0 o O �I �I �I 0O°�0 (I �I �✓ �I
/ House 1358 sf 0.031 ac
' 00 0 00 0 00 0 00 0 oQ 0 00 0 00 0 00 0 00 0 00 0 00 0 00 00 0 00 0 00 0 00 0 0 % '
�I `I `I `I ` ` ,,��0-,, 1 `1 Pervious 19296 sf 0.443 ac
O O APO �PO�PO�PO�PO�P O CPO OAP
�I O o �I O o 0 ' O \I �t\ o O o O O O o �I �I �I �I �I o o O O �I O o O �I �I / �I �I
�Q 0 / / �00 /0 000 I , , , \ 0 0 0000 0000 00 / / / / / 0000 0 00 0 0 00 0 0 / / / /�� / / / front Area 26070 sf 0.60 ac
I1 `I O O�J O�J \ \I \I \I \ \ \I \I \I \I \I \I O'Coo' p0�`p0�`Q I\I \ Cps \I ♦I/
/ 0 0 O 0 O o O o / \ / / / / / / / / / / / ( 0 0 0 0 0
�I �I �I \ �I �I �I �I �I �I �I �I �I �I �I �I �I �I �I �I /
00 O oDi3�o0 0 00 \ OO 0 00 0 00 0 00
�\
Total Area 1.41 ac
O O-V 1O O 'NI CO o I�'
\1 00000 00 0\I —� 1 00000000
.
ti )JD
Doc 0 -0(o��/
o0Oo0 \I O000
�0
I 'C000 \I 0 o �I
/
rnO OO o 0 o
00000 I
1,'1v�lI
II
DRAINAGE AREA DIVIDE
00 r r0000
000 0Q
Q EXISTING GRASS AND I'1 Q
00 WOODED AREA °�O00
\1 000 0 0 /r .I �h000° 0 .1 .1 —000
1 C
.I .I /-,p O
// // 1 /
I Q7p .I .I .I .I .I .I .1 � .I O° .1 .1 .I .I 40
O 0000
O O
.II 0
°
O0o °
\ I /\ o OD I
o
iI �O O
�I( / 0 0 / / / s / / / / / / / T / / / / /i / / / I 0 0
I 0 O 0 �I �I �I �I �I �I �I �I �I �I /�'� �I �I �I �I �I/ �I �I �I O 0 \1 \I I \1 \1
�I c`--' O0o00
/ 0 000 d / / / / / / / / //i / / / / / // / / / / 000 0
Ll
� o O�o /� O0o O
O 000 O / / / / / / / / / / / / / / / / / / / / 000/-- �O / / / / / C
�o�
0 0 0 0 / / / / ���/ / / / / / / / / / / / / / / / 0 0
0000
50"W Q�
S�4'49'� 0 0 0
__0 �I �I �I �I �I �I �I �I 00 0 00 \1
�I �I �I �I �I �I 00�00
SD SD L 18" RCP D \� \ \ f—'� '/ I ' �I ' 00 O o OO iI ' �I\I GUY IINIRE `I /
CB
c6 SD 18— /
T/C=672.8' RCP SD
RIM=672.3' SD \\ — BOTTOM \
BOX=668.9' CAR SD \
INV. EL ROAD SD \ \ — INACCESSIBLE 60' PUBLIC R/W \
SD � \
SD
\ SD -
\+11SD
90\ a°' SD
S�F
\
\
\
VICINITY MAP
GRAPHIC SCALE
20 0 10 20 40 80
L
w
�ww
Z
Z
O
O
O
O
w
_j
U
0
0
U
U
O
Of
w
LU
o_
�ww
&i
O
Z
Q
N
o
NUj
\
�
N
U
P_�
C�
CC
IF
U M
z
0
��
W
U
bb
O M
�
M
Q
L)
o
b
L
.c
rn
c
w
C/]
;
� N
ct
Q
�
N U
rA
L
ct
N
a
' l
V
o
�
N
0
i
c
3
O
w
Z
C=
-0
Q
w
0
o�
�
Q
�U
Q
Q� +-+
w
Eo
m
�
�z
�
z
CD O
V
U
L1J
I�
`'yZ.11 r11 r, I Ft,,,"'
C l"ARO ,rrr i
EAL -_
24996
f P i rM NG"2/23/23
i
OO
m
z
o
a
CL
!�z
w
0
U
[V
O
cV
\
I
6i
_I
[V
J
a
w
6i
Q
0
( IN FEET )
1 inch = 20 ft.
SHEET:
CV7A

•
CHARLOTTI
FINAL APPROVAL 3/1/2023
PROJECT NUMBER: LDGEN-2022-00011
ENGIN
ERING
PCSO / DETEN
ON / DRAINAGE PLAN
EROSI
N CONTROL
URBAN FORESTRY
TREE ORDINANCE
CDOT
NOTE: THIS PLAN APPROVAL DOES NOT
INCLUDE CHARLOTTE WATER. FOR MORE
INFORMATION, PLEASE CALL 704-336-5499
OR VISIT http://charlottewater.org
NOTE: THIS PLAN APPROVAL DOES NOT
INCLUDE COMMERCIAL ZONING. ALL BUILDING
PERMITS AND ZONING APPROVALS CAN BE
OBTAINED AT MECKLENBURG COUNTY CODE
ENFORCEMENT. PLEASE CALL CTAC AT
704-314-CODE(2633) FOR MORE INFORMATION.
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
Brendan M Smith
Patrick Storz
Miriam Cattabriga
Isaiah Washington
I \ I \ I \
\ I \ I \ I \ I \ I \ \ 1 \ 1 \ 1
I \ I \ I \ I \ I I \ \ I \ I \ I \ I \ I \ I \ I \ I \ I \
(671) I \ I \ I \ I \ I \ I \ I \
-\
1 \ I \ I M I \ \ I \ I \ I \ I \ I \ I \ ' \ I \ I \ \ I \ I \ 1 \ (669 I \
(672) , , , , , / )
\ I \ I \ I \ I \ \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I I I \ I
I \ \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ \ I \ I \ I \ I \ I \ I \ I \ I I \ \ I \ I \
I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I O,
((D
\ 1 \ \ 1 \ 1 \ 1 \ 1 \ 1 \ 1 \ 1 \ PROP. GRASS AND I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I r\ I `,-. I \ m I
LANDSCAPEING
J.,..,'�\
, p -4 , O,
\WI \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ \ I
I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I
\ I I I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I I \ I I
I I \ I \ \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I I I \
\ \ I \ I I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I I \ I I I I I I \ I
I \ I I \ \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I I \ I
()
674
\ I I \ I I \ I \ I \ I I \ I \ I
\ I \ I \ I \ I \ I \ I I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I I I I I I I I I I I I I I I I I I I \ I
I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ \ I
\ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I III I I I I III I I I I III I I I I III I \ I \ I
I \ I \ I \ I I \ I \ I \ I \ I \ I \ I \
III I III I , I .."""" II I I I III I III III I III III I IIIll
III I \
I EXISTING POOL I I III I I I I IIII I I I I IIII I I I I IIII 11 I I I III
BUILDING TO
REMAIN I I I I II I I I II I I I II I I I II
i i I PROP. POOL
PROP. TENNISU\
AND SPA III I I I I I III I I I I I III BUILDING I I I I I III I I ;
I I I I I I I I
I I I I I I
I \ I \ I \ I \ I \ I I \ I \
PROP. PATIO III III I� I I IIII I� I I IIII I I I IIII I� I I IIII I�
I II II II I II II �\
I I I I I
� �_ 1 1 1 IIII I II IIII I II IIII I II IIII 11 \�1 \
;� � � � � � � ;IIII IIII IIII IIII IIII � � � � IIII IIII IIII IIII IIII IIII IIII I� �;
I I I I I I I I I I I I I I I I
I I I I I I I I I I I I
\ 1 1 1 1 1 1 1 1 1\
;�� � ;;IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII I
\ i I III III I I: 1 :I 1 :II III I III III I III III I III III I III III I III III I III III I III II
\I IIII I� I IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII ICI, I I III 1:
I \ I \ I I C I \ I \ I \ I \ I I
I v
I
1 ` I I I I I I I I III I III III 1 1,1111 I
1 I I IIII I� I I IIII I� I I IIII I� I I PROP. HOUSE' I III I� I I IIII I� I I IIII I� I .....
i I I I I I I I I I I I I ............. v
' I II I I II I' I I III II I III I `I'II" II I III II I II °'
I PROP. DRl l/EWA Y
I I \ I \ I I \ I \ I \ I .......� I \ I \ I \ I \ I \ 1 \ 1 III I I I III I ......... I I
AND MOTOR COURT rn
PROP. i i i i i i \
SIDEWALK I
\ I \ I \ I \ I \ I \ I II II II II II ...................................... ,vlj
............................................ ........ ........ ........ ...... I I I
rn ,
\� W\� \IIII IIII IIII . \
II I I I II /
` . `
I \ I \ I \ I \ I \
......... (6
PROP. DRl/EWA Y ..............¢) ..... \ ........... I ,OR
..... ................................................................. ...................
\ I,\
\ ............ ... \ \ \ \ \ \ ....... ......................
I I \ I I \ I \ �i................._
\ I \ \ I \ I \ I I \ I \ I \ I \
, , , , , . .
PROPRAIN GARDEN \ .....l6.�.y,.�
....... ........ l �
.
...... (673)\
I
I I
\ I \ \
— ,
.......
......... i \
DRAINAGE AREA DIVIDE
VICINITY MAP
Uf%k,*TA FAWA T �� #Tfj,�
Post Development -Rear
Drive/Conc
0 sf
0.000 ac
House
11167 sf
0.256 ac
Patio
2325 sf
0.053 ac
Pool House
862 sf
0.020 ac
Pervious
23708 sf
0.544 ac
Rear Area
38062 sf
0.87 ac
Post Development -Front
Drive/Conc
5736 sf
0.132 ac
Concrete
395 sf
0.009 ac
House
3915 sf
0.090 ac
Pervious
13357 sf
0.307 ac
Front Area
23403 sf
0.54 ac
Total Diff Rear = 8737 sf BUA Over Pre
Total Diff Front = 3272 sf BUA Over Pre
GRAPHIC SCALE
20 0 10 20 40 80
Z
www
M
0
O
M
2
2
O
U
U
woo
U
U
U
bi
W
W
a-
�ww
N
of
0'
z
Q
N
N
N
t/1
M
\
N
U
P_�
C�
T \
x
N
ovM�z
U
bb
O M
O
i r
4-
• ti
�
Sr" M
M
rQ
)
O
b
W
L
C
0)
C
1d
U
L/]
ca
� N
ct00
¢
N U
c
a
v
o
�
a�
0
L
N
C
3
O
r'w
w
- •0
CUL_
CQ
C
Q
�U
Q
w
E o
�z
�
o
U �
LLJ
�
0
r�
1
O 0
CL
M
�
U
�
W
z
�
LU
a
i2L
`Y
LL
w
cf�
_
0
U
N
O
N
\
lii
_II
N
a
�
w
�
0
( IN FEET )
1 inch = 20 ft.
SHEET:
CV7B

•
CHARLOTTI
FINAL APPROVAL
PROJECT NUMBER:
ENGIN
ERING
PCSO / DETEN
ON / DRAINAGE PLAN
EROSI
N CONTROL
URBAN FORESTRY
TREE ORDINANCE
CDOT
NOTE: THIS PLAN APPROVAL DOES NOT
INCLUDE CHARLOTTE WATER. FOR MORE
INFORMATION, PLEASE CALL 704-336-5499
OR VISIT http://charlottewater.org
NOTE: THIS PLAN APPROVAL DOES NOT
INCLUDE COMMERCIAL ZONING. ALL BUILDING
PERMITS AND ZONING APPROVALS CAN BE
OBTAINED AT MECKLENBURG COUNTY CODE
ENFORCEMENT. PLEASE CALL CTAC AT
704-314-CODE(2633) FOR MORE INFORMATION.
NOTE: SCHEDULE PRE -CONSTRUCTION MEETING
AT LEAST 48 HRS. PRIOR TO ANY AzND /
DISTURBING ACTIVITY USING THE IaN"E
FORM FOUND AT http://charlottenc.gov/ld
3/a/2023
LDGEN-2022-00011
Brendan M Snpith / / /----------_ _
PatrickStQrz
Miriam Catabriga
Isaiah Washington
/ Q0
co
/ �Q
�D I
/ I 0 I
/ I I
/ I I
� I I
/ I
Co
r^
— / I _J
/ I
/ I
/ I
\ / I
� I
/
/
/
i
/
/
/
/
/
i
i
i
i
i
i
i
i
i
i
i
i
i
i
\
II �\
\ I \
\-66B
_67 6- —
—678---------- _
\
VICINITY MAP
NOTES:
OFF —SITE TOPOGRAPHY FROM CHARLOTTE—MECKLENBURG GIS.
GRAPHIC SCALE
20 0 10 20 40 80
Z
Ljww
Z
O
H
U
O
U
O
U
woo
U
U
U
O
W
W
L'jww
N
0✓
z
O H
N
N
N
ul <
muj
M
\
�
N
U
CC
�8
w
U
bb
O M
�
M
Q
b
L
0)
w
� N
�y
ct
a
�
N U
rA
Lct
C
a
u
O
0
L
3
O
w
CL
a
Q
Lu
w
_0 °
°C
Q
Q
�U
�
W
w
o
Q
�z
z
�(1)
Q
oC
CD o
U
W
LL
LL
0
m
m
z
o
a
i2L
!�z
w
0
V
N
O
N
\
I
6i
-I
N
J
a
w
Lu
Q
0
( IN FEET )
1 inch = 20 ft.
SHEET:
CV8

•
CHARLOTTI
CFINALAPPROVAL 3/1/2023
PROJECT NUMBER: LDGEN-2022-00011
ENGINE RING
PCSO / DETENTION / DRAINAGE PLAN
EROSION CONTROL
URBAN FORESTRY
TREE ORDINANCE
CDOT
NOTE: THIS PLAN APPROVAL DOES NOT
INCLUDE CHARLOTTE WATER. FOR MORE
INFORMATION, PLEASE CALL 704-336-5499
OR VISIT http://charlottewater.org
NOTE: THIS PLAN APPROVAL DOES NOT
INCLUDE COMMERCIAL ZONING. ALL BUILDING
PERMITS AND ZONING APPROVALS CAN BE
OBTAINED AT MECKLENBURG COUNTY CODE
ENFORCEMENT. PLEASE CALL CTAC AT
704-314-CODE(2633) FOR MORE INFORMATION.
NOTE: SCHEDULE PRE -CONSTRUCTION MEETIQU
AT LEAST 48 HRS. PRIOR TO ANY LAND ST
DISTURBING ACTIVITY USING THE ONLINE
FORM FOUND AT http://charlottenc.gov/ld
Brendan M Smith
Patrick Storz
Miriam Cattabriga
Isaiah Washington
WIRE SCREF_ ING AROUND —
ALL OUTLE- )PENINGS.
_ET PIPE (CONNECT TO
RM DRAINAGE SYSTEM) -
NOTES:
1. ALL BIORETENTION SHALL HAVE A
MINIMUM 20 FOOT ACCESS EASEMENT
CONNECTING TO A DEDICATED PUBLIC
RIGHT OF WAY. ACCESS ROAD SHALL
HAVE MIN. 12' STABILIZED WIDTH, MAX.
LONG. GRADE OF 15%, MAX.
CROSS —SLOPE 5%.
2. ALL DRAINAGE AREAS TO A BIORETENTION
FACILITY ARE TO BE STABILIZED PRIOR TO
INSTALLATION OF AMENDED SOILS, MULCH
OR PLANTINGS.
3. AMENDED SOIL WILL ONLY BE PERMITTED
WITH A VALID SOIL ANALYSIS REPORT.
4. INSTALL WIRE SCREENING AROUND ALL
OUTLET OPENINGS TO PREVENT LOSS OF
MULCH.
�o
��
SOD (REQUIRED FOR FIRST
PLANTING YEAR)
C�
F<01' Q Q CLEANOUT
o SHOULD EXTEND A
MIN. OF 6" ABOVE
TOP SURFACE OF ZONE 5 & 6
•Y •Y W •Y •Y W •Y •Y •Y W •Y
W W W W W W W W W W MULCH LAYER.
W W W W W W W W W W W
W W W W W W W W W W W W CLEANOUTS MAY BE
y W W y W y W y W y W
•Y W •Y W •Y W •Y Y W Y W FLUSH WITH TOP
W W W W SURFACE TO ALLOW
.. `..:.: DRAWDOWN
0
PRETREATMENT AND ENERGY DISSIPATION (TYP.
FOR ALL CONCENTRATED FLOW LOCATIONS)
POST CONSTRUCTION
CONTROLS EASEMENT (PCCE)
10' OFFSET FROM SLOPE
BREAK
NOT TO SCALE
LLj--- PCCE
0
o
EL
PCCE
PCCE PCCE PCCE
PCCE
NOTES:
PCCE PCCE
PLAN
PCCE
PCCE PCCE
PCCE
1. PLANTING ZONES AND PLANT SELECTION PER THE BMP DESIGN MANUAL, CHAPTER 6 &
APPENDICES.
2. ALL PLANTINGS SHALL BE LOCAL NATIVE SPECIES.
3. IRRIGATION MAY BE PROVIDED FOR INITIAL ESTABLISHMENT AND DRY SEASONS.
4. ONLY SMALL MATURING TREES ARE ALLOWED TO BE PLANTED IN THE AMENDED SOILS.
ZONE 5 & 6
NOT TO SCALE
VICINITY MAP
• CITY OF CHARLOTTE CITY OF CHARLOTTE BIORETENTION
LAND DEVELOPMENT STANDARDS BIORETENTION P �A N C LAND DEVELOPMENT STANDARDS PLANTING PLAN
BMP FIG. 4.1.2 STD. NO. REV. STD. N0. REV.
CILARLOTTE" INCLUDES CHARLOTTE ETJ 21.00 5 CHARLOTTE.. INCLUDES CHARLOTTE ETJ BMP FIG. 4.1.4 21 .02L5")
NOTES:
1. ALL BIORETENTION FACILITIES
SHALL HAVE A MINIMUM 20
FOOT ACCESS EASEMENT i 674�
CONNECTING TO A DEDICATED = „
ADD CURB TO
PUBLIC RIGHT OF WAY. ACCESS DRIVEWAY TO DIRECT
ROAD SHALL HAVE MIN. 12' WATER TO DI-3
STABILIZED WIDTH, MAX. LONG.
GRADE OF 15%, MAX. OPTIONAL 2"-3" STONE WITH FILTER
CROSS —SLOPE 5%. FABRIC AROUND BOTTOM AND SIDES ^ ^
(RECOMMENDED ADJACENT TO PAVEMENT
2. ALL DRAINAGE AREAS TO A 1' MIN WIDTH, 1' MIN DEPTH)
BIORETENTION FACILITY ARE TO
BE STABILIZED PRIOR TO —
INSTALLATION OF AMENDED OVERFLOW OUTLET COVERED 3" DOUBLE POST 6" C/0 \
SOILS, MULCH OR PLANTINGS. WITH WIRE MESH HAMMERED 15" PONDING CONSTRUCTION
(BEYOND) HARDWOOD MAXIMUM FOR CONTROLS \
3. AMENDED SOIL WILL ONLY BE MULCH LAYER ALL STORMS EASEMENT 10'
rn
PERMITTED WITH A VALID SOIL 2� SOD ON SIDE -SLOPES OFFSET
SLOPE FROM
BREAK 1 l
ANALYSIS REPORT. NO AMENDED - ,�*Akk ` 50 FT
SOIL SHALL BE ALLOWED ON
�i\\ \\i�\\i�\\i�\\ \ qX� 7- n��/> n
THE SIDE SLOPES. = /����%%i��, i�,; i,,i��\\ — — —
i' (6 73) I RIP RAP APRON A T
\\����� a / TRENCH DRAIN END
4. INSTALL WIRE SCREENING c. ��j��\j\\ ,\j����� PONDING �\ \\ \\ \\ \\ \ \ ��
�i,�/�\/\/\/,�/, 300SF SAND MEDIA _
AROUND ALL OUTLET OPENINGS 4'�• ��\;������� r ��\�%��� MAXIMUM 6" PERFORATED PIPE 0
WQv & CPv
TO PREVENT LOSS OF MULCH. C'pS,
S
o'l -cn A�, \%\\ .. 10' MIN.—\\��\\��� 2'-0" FILTER
(675)
5. PVC UNDERDRAIN PIPE SHOULD F �G\��\\...:,:_: {:' '' ~.:`. MEDIA SEE BMP
HAVE 3 8" PERFORATIONS DESIGN MANUAL
/ S\\ 4' MIN.
'i\� MEDIA FOR SOIL
SPACED AT 6 CENTERS, MIN. 4 ,\��\ ::...- \i\i
!\�\ ��\\��\\� SURFACE PARAMETERS.
1 FT RIPRAP WEIR —
HOLES PER ROW. MAX SPACING-..;':.., \�\�
OF UNDERDRAIN PIPE IS 10 ;\\�i\\:.' ;;; '.::.;::; N :: i��\; AREA
FEET ON CENTER. HDPE SHALL SLOPE El
ADHERE TO AASHTO M252 „
%\�/\�/ / / ///\�/ 1 —0 GRAVEL 18 RCP PCCE EASEMENT
OUTLET PIPE �\i\i\r\r\i\ r\r\r\r\r\i��
SPECS. \\\���\��\\��\\��\\��\ i�\\i�\\i�\\i�\\i�\\i�� LAYER AROUND CB
.5% MIN SLOPE \i\\�\\�\\�\\\\�\\�\\�\\�\\<,
10 \\ UNDERDRAIN � CB 18
6. UNDERDRAIN CLEANOUTS \��\��\� %i�%;� N RCP
SHOULD EXTEND A MIN. OF 6" '%��i���i i C5 T/C=672.8, S
ABOVE TOP SURFACE OF MULCH I�i RIM=672.3
LAYER. CLEANOUTS MAY BE UNDERDRAIN GRAVEL BED BOTTOM ED
FLUSH WITH TOP OF SURFACE (#57 WASHED STONE) WITH BOX=668.9'
TO ALLOW DRAWDOWN. NON —WOVEN FILTER FABRIC INV. A R M EL SD
6" DIAMETER PERFORATED AROUND TOP, BOTTOM AND CR
7. ONLY SMALL MATURING TREES UNDERDRAIN PIPE. PVC OR SIDES, TYP. � INACCESSIBLE 6 ' A D
ARE ALLOWED TO BE PLANTED HDPE (PER AASHTO M252) SECTION A — A PUBLIC R W ED
IN THE AMENDED SOILS. VV
GRATE TOP
NOT TO SCALE NCDOT STD. 840.16 INV = 673.50
• CITY OF CHARLOTTE HARDWOOD MULCH LAYER
LAND DEVELOPMENT STANDARDS BIORETENTION CROSS—SECTION H DOUBLE HAMMERED
HARDWOOD MULCH LAYER
BMP FIG. 4.1.3 STD. NO. REV.
CILARLOTTE- INCLUDES CHARLOTTE ETJ 21 .01 5
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Z.................................
O................................
F= . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
................................
FILTER FABERIC TO BE PLACED 2'x3' INSIDE
0 0 AROUND SIDES AND BOTTOM 2.0FILTER LAYER DIMENSION BOX
N m OF FILTER MEDIA.
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
.............................. !.
4" MIN. GRAVEL COVER
OVER PIPE 1.0 MIN. GRAVEL LAYER
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
ILTER FABRIC - - - - -
_ 670.0 INV. IN
III,;,III,,IIII-III-ICI-ICI iI�I �II�I-ICI INV OUT 61
PERFORATED
PIPE/GRAVEL -III—III,=I -I
UNDERDRAIN SYSTEM
TYPICAL SEC110N
SURFACE BIORETENTION SECTION
SIDE
TANDARD STEPS @ 14" OC
28 LF OF 12" RCP CAD 1.0%
48 LF OF 6" PERF. PVC PIPE WRAPPED IN FILTER FABRIC
PIPE AT 0.50%. UNDERDRAIN PIPING SHALL BE SPACED AT A
MAXIMUM OF 10' O.C. UNDERDRAIN PIPES MUST BE PLACED IN
THE BOTTOM FO A 12" MINIMUM GRAVEL LAYER. THE GRAVEL
SHALL BE #57 WASHED STONE AND MUST PROVIDE A MINIMUM OF
4" COVER OVER THE PIPE(S). PERFORATIONS SHALL BE PER
AASHTO M 278 FOR PVC PIPE OR BE 3/8" IN DIAMETER SPACED
3" ON CENTER ALONG 4 LONGITUDINAL ROWS THAT ARE
SPACED 90 APART. UNDERDRAIN MIN. SLOPE IS 0.50%.
DIMENSION BOX
FRONT
RAIN GARDEN OUTLET STRUCTURE
NO SCALE
Z
Lj
w
w
O
O
H
U
O
U
U
woo
U
U
U
o
w
LU
w
w
Z
N
in Q
0)
Lu
\
Lu
N
U
3_�
C�
CC
ovM�z
�8
W
U
bb
O M
�
M
Q�
rr
L)
O
b
W
0)
w
U
>�
� N
�y
ct
�
N U
c�
C
Cl
o
�
0
L
N
C
3
O
J
w
Q
W
�--�
Q
•
Q
w
-
O
o�
oC
Q
Qj:j�U
N +-+
z
w
Q
L__o
z
cn
U
z
(BCD
CDO
O
\-/
M
w
U
w
w
O
00
CARo
�o Q44F �s
= EAL -
za8ss = _
r
",,,,,,w % 2/23/23
m
m
z
o
i2L
!�z
LuT
LL
1
0
V
cV
[V
N
w
J
Z
Lu
a
�
0
SHEET:
CV9

•
CHARLOTTI
FINAL APPROVAL 3/1 /2023 a4rmww-"P�rp
STORM
PROJECT NUMBER: LDGEN-2022-00011
A'I' R
ENGINEERING
PCSO / DETENTION / DRAINAGE PLAN
EROSION CONTROL
URBAN FORESTRY
TREE ORDINANCE
CDOT
NOTE: THIS PLAN APPROVAL DOES NOT
INCLUDE CHARLOTTE WATER. FOR MORE
INFORMATION, PLEASE CALL 704-336-5499 I
OR VISIT http://charlottewater.org
NOTE: THIS PLAN APPROWAL DOES NOT ��yy
INCLUDE COMMERCIAL ZONING. ALL-BWI ING
PERMITS AND ZONING APPROVALS CAN BE
OBTAINED AT MECKLENBVRG COUNTY CODE
ENFORCEMENT. PLEASE CALL CTAC AT
704-314-CODE(2633) FOR MOPE INFORMATION.
NOTE: SCHEDULE PRE -CONSTRUCTION MEETING
AT LEAST 48 HRS. PRIOR TO ANY LAND
DISTURBING ACTIVITY UI�ING T ONLINE
FORM FOUND AT http://dFliarlotte Kj�dv/Id
Brendan M Smith
5 and 6 only. Trees should not be planted in the stern der rd
Patrick!QWUWZry i7val rate are very importa nt for the p roper fun ctioni ng of
Th.. Fe and nadva plant spec les designed for the hyd nc zone must die u led.
Miriam COWAN be established over the contributing pervious drainage
)retention area before runoff can be accepted into the facility.
Isaiah Washington
1 .3rea :. _ leg etate to resemble a terrestrial forest ecosystem with a, shrub layer
ground cove Three species of shrubs are recommended to be planted. GrassiSod
err the biorete; Ion a rea as an alternative to mulch and plants.
alaced at re i!ar intervals.
herbaceo� vegetation are established. Me ground cover and mulch must be
oI_ow-rtrg a re Cora A� ae i. - e C__ catlonSlrecom m endatlon s for materials that could be used In the
construclim of a bioretention facility-
No- 57 Aggregate NCDOT Section 1005
Underdrain Pipe_ PVC Plastic Pipe Schedule 4g NOD GT Section 1044
Or HDPE n12.
Mulch. 2x Shredded and Screened Hardwood Hark NCDOT Section 106D
Geatextiie NCDOT Section 1056
Plant Materials NCDOT Section 1670
Bioi'etentlOn SDII Mixture
Bioretention soil Mix Should be developed by amending the existing soil or removing the existing sail and
replacing it with the new pla nting mi x. The material must be u nifor m in composiban th roug hout_ I)e free of
stones, lumps, live plants and their roots, weed seeds, socks, and other extraneous material.
The bioretention sail mixture must meet Lhe fol lowing criteria:
PARAMr:TER
ACCEPTABLE
TESTING
TEST METHODS
VALISES
REQUIRED'
Sand Content
80
No
-
{ASTM G-144 recommended 1
Organic Material
(compost, sandy loam, and
20%
N c
T M EOG 05.07-A
loamy sand
Clay Content
Les s Zhan 6%
N c
-
Mehlich 3 Extraction_
10 to 30
PMlehiich 2 Extraction
Phosphorus Index
� t 2 to 36 p pm on a
yes
(Mlehli ch 1 Extraction is
(total Phosphorus)
dry basis)
acceptable but result must kfe
multiplied by 1.7 for
comparison)
H
1 5.5 to 7.0
C
TMECC 04.11-A
Charlatte40E<*lenbLrg 15NIF Design Narival July 1. 2313
4
STORM
WATER
Pemaeability
1 to 4 irVhr
NC
ASTM D2434
(compacted to 20%)
Particle Size Analysis
Acceptable %
Passin I',Arei lit
yes
ASTM D422
Lower
Upper
Sieve 2 inch (M mm)
100
180
Sieve No. 4 (4.75 mm)
08
100
Sieve No. 8 (2.36 mm)
05
100
Sieve No. 10 2.0 mTn
86
100
Sieve No. 1 1.18 mm
70
100
Sieve No. 30 (600 um)
40
75
Sieve No. 50 300 urn
10
35
Sieve Na_ 100 150 um
2
15
Sieve No. 200 (75 urn)
0
10
* Even though testing i s not requ ifed for al I parameters, the i nspector res erves the right to test
suspect material and disapprove it for use if results show that pafanieters do net meet the acceptable
values_
All bioretention areas must have a minimum Of one test for sail mixture composition_ A composite soil test
is required to be performed on the sail planting m edi a after it has been m ixed and prior to its instal Iation
into the biloretention area to deiermine that the sail coestitnents meet the acceptable values in the table
above. If the test results aTe outside of the acceptable limits, then the SOil mixture must be removed and
replaced with an acceptable soil mixture_ Should the pH fall out of the acceptable range, it may be
modified with lime -or iron sulfate plus sulfur_
The bioretention soil mixture must be a uniform mix, free of stones, stumps. roots of other similar objects
larger than two inches. No other Materials Or substances must be mixed or dumped within the
bioretention area that may be harmful to plant growth_ or prove a hindrance to the planting or
maintenance operations- The soil must be free of noxious weeds such as Bermuda grass: ❑uackgrass.
Johnson grass, Mugwort. Nutsed-de, Poison Ivy, Canadian Thistle, andfor Teathumb. The soil, mulch,
and sand must be uniformly mined and gfaded_
Mulch layer (if sad is not used)
The mul-h layer composition must be doubled -hammered and screened hardwood mulch or chips. Mulch
cannot contain soil of fine organics, which have a tendency to create a barrier to infiltration thus the
importance of rnakfng sure the mulch is screened. The mulch layer should be well aged (stockpiled or
stored fog at leasi 5 months), uniform in color, and free of other materials, such as 'geed seeds, soil, toots,
etc_ Grass clippings or pine straw should not be used as a mulch material.
Sod
The sod lager must be washed or grown in primarily sandlsandy-loam soils with less than 6% clay
content. Type of sod may vary but studies have shown 419 bemiuda sod to he tolerable of Bioretention
conditions as well as full sun andtordr/ conditions.
Liner
Linef must be a composite liner consisting -of a polypropylene geomembran e between two layers of 8-12-
02 felt. The polypropylene geomembran e must have the following physical prDperties=
PROPERTY
TEST METHOD
CERTIFIED
TYPICAL
VALISE
VALUE
Oau a nominal
-
45 1.141
45(1.14)
Plies, reinforcing
-
1
1
OveralI Thickness,
ASTM D-571
41 f1.045
44 {1.12)
minimun3 mils nand
Optical Method
MRSTORM
T WATER.
Breaking strength -fabric,
ATM D-761
22 5 1.8
30g (1.34)
Minimum 1bf (hN)
Method A
Low tam peratu re flexi bit ity
ASTM D-2136
°F CC)
1_8-in. mandrel, 4 hog-.r
-40 (40)
435 :-F.4:
pass
Puncture resistance,
FTM3 101-
350 1.5ra
40D 11.7J
minimum fbs ECN
Method 2-031
Tear strength,
ASTFMI D-688 4
56 (0. 24 i
IN (0.45)
minimum 1h k N
Dimensional stability
ASTM D-1204
t
-0%
change. mac_
181)°Ff824G 1 hour
.0
Hydrostatic resisEance,
ASTM D-751
(2.4)
4N (2.75)
minimum psi (MPa)
Method A Procedure
Piy ad heslon,
ASTAII D-4 13
203.5
30 _26
m inirr lurn lbsft ik Nlm
Machine Method, madifi eo
Water absorption,
ASTIVI D-4il 7
maximum Rio weight change
Y 70 F121 ¢
30 days C
LlV resistance
ASTM G-26 Xenon Arc,
Pass
Pass
$4)°C1400 0 hours
ESOR (En y i ron m ental Stress Crack
ASTM D-1693
Not affected
Not affected
Resistance),min. hours with no failure
3000 hours
by ESG
by ES;}
Bonded seam strength,
(k
ASTM D-751
2000.30)
20 (.8
Minimum lbf
Mod ified
Peel adhesion,
ASTIll D-413
20 (3.5) or
0 (3.5) or
minimum lbslln kNrm)
VIDdatied
FTG
FTIB
I. O onstruction
The bioretention area must not be placed into operadon until all contriburting drainage areas are
stabilized- The bioretention area must not be (used as a sediment control facility unless the sediment is
excavated to natural soil prier to the installation of the I)icretention area_ Foil -owing are some
recommendations related to the construction of biareten6on areas_
Excavation
Jt is very important to minimize compaction of both the base of the bioretention area and die required
backfill _ Vtrdhen possible, use excavation hoes to ren love original soil. R Me bioretention area is excavated
using a loadef, the contractor must use wide track or marsh crack equipment: or light equipment with turf
type tires_ Use of equipment with narrow tracks or narrow liras. Tubber tires with, large lugs, of high-
pressure tires wit I cause excessive com pacUon resulting in reduced infiltration rates and is not
acceptable_ Compaction will significantly contribute to design faiau re.
If desired, two t.o three inches Of sand can be rototill ed into the tease of the bioretention area before
backfill ing with the optional sand layer_ Pump any ponded water before preparing ( rototill in g ) base- Whon
backfill ing the topsail over rile sand layer, first place 3 to 4 i riches of topsai I over th a sand, th en Tototll I the
sa ncUopsoil to create a g radation zone_ Backfl 11 the rem a ider of the topsai I to the fin ad grade.
Excavated material must be removed from the facility site_ Facility walla and bottom must die free from
protruding objects that could damage the liner. The bottom dimensions of Ftae planting soil depth must be
as shown on [be Construction Drawings_ The sidewalls of the facility must t e roughened. The botto,n of
the facky must be graded flat.
Liner
If required, the liner must be placed on the sides and bottom of the facJlity-
Ch rlott-e-hrl &Ienburg BhiF Desig^ %ianuai July 1, 2013
4-11.12
T�1�]�1
{11FALD
U rrderd rain
U nd erdm in systems may be placed at a 0% slope or level bottom of the excavation- A uwatertig ht
connection must be achieved where the underdrain pipe goes through the liner in accordance with
polypropylene geomembrane manufacturer's specifications_ CAeanouts of 6' solid PVC or 1-IDPE pipe
must be placed vertically using two 45 degree couplings as shown on the Oo nstructlon Drawings in the
bioretention aTea. The cleanouts must be connected to the perforated underdfain with a tee connection_
The tap of the cleanouts must extend 67 above the maximum ponding elevation. At least one cleanout
shall be installed as an emergency drain that is flush with the top of mulch and has a 6-inch threaded
extension pipe. Al cleanouts must have watertight, vandal -proof caps- The underdrain must be backfilled
with #57 washed stone and the stone completely covered with filter fabric, on the top, bottom, and aides.
B ackfi fl
The Bioretention Soil Mixture must be placed in lifts of 12 inches- No heavy equipment is allowed in the
basin area. Grading should be perforated with light equipment such as a compact loader or a
dozerlfo ad er with Marsh tracks having a ground pressure less than or equal to 5 psi_ The Bloretention 00il
Mixture must be saturated after each IM until water flows from the underdrain. Any sediment -laden water
discharged from the underdrain must be filtered cr removed from the outlet structure_ if the B iorete rYtion
Soil Mixture becomes contaminated during the construction of the facility, the contaminated material must
be removed and replaced with uncontaminated material -
Plant Installation (a lte rya at i ve to sod)
Mulch should be placed to a uniform thickness of 3 inches_ Shredded and screened hardwood bark mulch
i s rye only acceptabl e m u I _ Mu Ich can not contaln soil or fine organ ics, which have a tendency to create
a barrier to infiltration thus the importance of making sure the mulch is scfeened. Shredded mulch must
be weli aged {6-12 months) for acceptance.
Rootstock of all plant material must be kept moist:: during transport and on -site storage. For trees and
shrubs, the plant foot ball should be planted so 1le of the ball is abovefinaI gfade suf-Face. The diameter
of the planting pit must be at least six inches larger than the diameter of the planting ball_ Set and
maintain the plant straight during the entire planting process. For perennials and bulbs, the plant must be
placed in planting holes at the appropriate -depths for the particular plants, with the root -side down.
Thoroughly water ground bed cover after installation.
Trees must be braced using 2' by 2� shakes only as necessary and for the first growing season only.
SLikes are to be equally spaced on the outside of the tree bad -
The planting soil specifications provide enough organic material to adequately supply nutrients from
natural cycling. The primary function of the bioretention structure is to improve water quality_ Adding
fertilizers defeats, or at a minimum, impedes this goal_ Do not add feftilizer.
NOTES.
The underdrain system should be equipped with 6-inch minimum perforated Schedule 40 or stronger PVC pipe or double -wall
HDPE pipe. Perforations shall be per AASHTO M278 for PVC pipe, AASHTO M252 for double -wall HDPE pipe, or be 3/8-inch
in diameter spaced 3 inches on center along 4 longitudinal rows that are spaced 90' apart. The pipes may be installed with
0% grade or sloped with a maximum spacing of 10 feet on center.
Underdrain pipes must be placed in the bottom of a 12-inch minimum gravel layer that is 4 feet in width (minimum). The gravel
shall be #57 washed stone and must provide a minimum of 4 inches of cover over the pipe(s).
Cleanouts of 6-inch solid PVC or double wall HDPE must be provided for every 50 linear feet of underdrain with two 45
degree couplings for a vertical stance, Cleanouts shall be provided at all bends, and ends of the system for maintenance
purposes. The top of the cleanouts should extend 6 inches above extend above the maximum ponding elevation. At least one
cleanout shall be installed as an emergency drain that is flush with the top of mulch and has a 6-inch threaded extension pipe.
All cleanouts shall have a watertight, vandal -proof cap. The furthest cleanout from the outlet must have the minimum required
filter media depth.
A layer of filter fabric is placed between the amended soil and the gravel layer above the perforated pipe to limit piping of soil
directly into the pipe. The gravel must be fully enclosed with filter fabric on the top, bottom and sides.
The planting soil bed must be a least 2 feet in depth and up to 4 feet if larger vegetation is to be planted. Planting soils should
meet the criteria as listed under Section H of this chapter.
A separation distance of 2 feet should be maintained between the bottom of the bioretention area and the elevation of the
seasonally high water table.
If mulch is utilized, mulch layer composition must be doubled -hammered and screened hardwood mulch or chips; at least 6
months old. The layer must be at least 3 inches deep. Mulch cannot contain soil or fine organics, which have a tendency to
create a barrier to infiltration thus the importance of making sure the mulch is screened.
If Sod is utilized, sod layer must be washed or grown in primarily sand/sandy-loam soils with less than 6% clay content. Type
of sod may vary but studies have shown 419 bermuda sod to be tolerable of bioretention conditions as well as full sun and/or
dry conditions.
A screen, wire mesh, or other suitable device must be installed to reduce the potential of the mulch layer being washed into
the downstream storm drainage system and to reduce the potential for the outlet to be clogged.
Materials
Following are some detailed specifications/recommendations for materials that could be used in the construction
of a bioretention facility.
No. 57 Aggregate
NCDOT Section 1005
Underdrain Pipe, PVC Plastic Pipe Schedule 40
Or HDPE n12.
NCDOT Section 1044
Mulch, 2x Shredded and Screened Hardwood Bark
NCDOT Section 1060
Geotextile
NCDOT Section 1056
Plant Materials
NCDOT Section 1670
Bioretention Soil Mixture
Bioretention soil mix should be developed by amending the existing soil or removing the existing soil and replacing it
with the new planting mix. The material must be uniform in composition throughout, be free of stones, lumps, live
plants and their roots, weed seeds, sticks, and other extraneous material.
VICINITY MAP
z
u)
�
www
0
0
2
M
U
O
0
O
U
w
U
0
0
U
U
o
Of
wof
w
Q
of
w
w
Lnof
Of
Z
Q Li
N
N
r,
r)
o
UJ
\
N
a
�'
bA
S N
-'4N
or—
k--I
`X
U M
2
2
Gi
�
M
Q
L)
o
b
w
iu
0)
c
w
U
I�
� N
O
<
ct
ob
N U
c
C
a
U
o
�
a
>
0
3
O
L/ 11
LU
w
~
O
._.
z
0
w
_0 0
Q
Q
or
�U
--
a�
z
Q
w
�o
6 z
L/)
z
O
O M
~
�--�
z
�
U
LLI
LU
O
m
�o Q44F cs
= EAL -
24698 ' -
3
m
m
z
o
a
w
cf�
_
0
U
cV
[V
C/')
�
N
w
J
z
LU
a
�
o
V)
Charlott- -Mecklenburg BW Design Manual
4.'.'1
July 1: 2313
SHEET:
CV9A

•
CHARLOTT1
1.
FINAL APPROVAL 3/1/2023
PROJECT NUMBER: LDGEN-2022-00011
ENGIN
ERING
PCSO / DETEN
ON / DRAINAGE PLAN
EROSI
N CONTROL
URBAN FORESTRY
TREE ORDINANCE
CDOT
NOTE: THIS PLAN APPROVAL DOES NOT
INCLUDE CHARLOTTE WATER. FOR MORE
INFORMATION, PLEAS CALL 704-336-5499
OR VISIT http://charlo tewater.org
NOTE: THIS PLAN APPROVAL
DOES NOT
INCLUDE COMMERCIA
ZONING. ALL BUILDING
PERMITS AND ZONING
APPROVALS CAN BE
OBTAINED AT MECKLE
BURG COUNTY CODE
ENFORCEMENT. PLEASR
CALL CTA AT
704-314-CODE(2633)
OR MORE I FiS1�h14TIbN.
NOTE: SCHEDULE PRE
CONSTRUCTION MEETING
AT LEAST 48 HRS. PRI
R TO ANY LAND
DISTURBING ACTIVI
USING THE ONLINE
FORM FOUND AT http:
/charlottenc.gov/Id
Brendan M Smith
Patrick Storz
Miriam Cattabriga
Isaiah Washington
� SING�C
C�h+ff�C•hF h -
- Luv �U 1 U-I
TRIPLE~ ~ ' M 0 _ M-- MMMIN=-I I
ummmem-
COMPONENT
DOUBLE
CQMPIDNENT
%+TES;
1 M..oil IM-5W-1 Mmmmfifl
II�VI�II�IIVIUI�I�IID �IIIIll�lllVllIIIVI'VVI�UIIIIIIII1�IIlllll111
�fV��lVlllUll�l�Vllllll�IlVln �UlllllUlll��l�l�ldll�[�U�UllI �IIII�I�III�Ifll�lUl�Ulllllll
nil RERIU1111111n] EmmillUffill Ift - E-=- ME I
BEND
EXCAVATION
TRENCH
NCH
LO's',r
ACCESS
RISER
OLEANOUT
SYSTEM
INLET
1, FOR INSTALLATION RECOMMENDATION9, SEE 702 RETENT10K-DETENTION SYSTEM (CROSS-SECTION)
AND 703 RETENTION -DETENTION SYSTEM (RISER AND CLEAN OUTS)
2 GENERAL UPDATES AJO RENAMED TJR D 19i#E3
C2D1dA8S, INC. Div, 1}E8CRIPTIC01 BY IIAMra M'( CWO
A0VANCED DRAIWE SY$TE)A!S. INC, (-An$') HA$ PREPARED THIS InETAIL J M QN INFORMATION PRQVI13E1) TO AD$_ THI$ T,IR
DRAWIW, IS INTENDED TO DEPICT THE C.OMPONDgTS AS RD:4VESTED. Af35 HAS NOT PERFORMED AFTY ENGWEENNG OR OE51G4 03t1oN7
SEh2vICE5 FO t 'HIS PROJECT, NOR HAS ADS INDEPENOENTLY VERIFIED THE IwFDIRMATIDN 5UPPLIE4_ THE INBTALL ATION OETAJLS RETENTION-'VETB�JTT0 SYSTEM � 4:60 rFtUEhMAN DLVD
PROVIDE? HEIROkil ARE GENERAL RECOUMEND+iTIONS MID ARE NOT SPECIFIC FOR TH45 PROJECT_ THE DE51GJ1 ENGMEER SHALL (PIAC4 VEEN) trIL41ARD.OHIO45076
REVIEW THESE DETAILS PRLOR TO CONSTRUCTICk. IT IS THE 'DESIGN Dr GINEERS RESPONSIBILFFY TO ENSURE THE DETAILS NTS
PROVIDE? HERON MEETS OR EXCEEDS THE A??LJCABLE NATIONAL, STATE, OR LOCAL REQUIREWENTS AND TO ENSURE THAT THE Advorx9dOrei npe9�aSer-s,Inc.
DETAJLS PROVIDED HEREIN ARE ACCEPTABLE FOR THIS PROJECT. D�4A4'IN4 NLIF•+Li=H; STD-><01 0
N H
(GRASS AREA) H
(FLE?{ PvM-1.) 0015 PVrYIT,)
FILTER FABRIC � ti � UNDISI ID URBE
(WHERE REQUIREDEA
BY ENGINEER)
VMWK
} x
' GLASS 101T II MATERIAL ' BEDDING (CLASS I OR I I MATERIAL
RLAC:FD AVD C:OMPAC7ED IN C SUITABLE =4' M IN, 12" -2 "PIPE
ACCORDANCE WITH F•CDLrNDAI ION = 6' MIN, FOR 30" -60" PIPE
ASTM D2321 IN PIPE ZQNE
NOTES:
X, Al I RFFFRrrNCESTOCLASS I OR 11 MATtt.RJA4, ARE PER.ASTM D2321 "S-r ANOAtRO PRACTIC F04�
-UN DE=ROR0JNL) INSTALLATION -OF THERMO 'LASTI0 PJPE FOR SE'VI<RS AN 1.) 0 f HER GRAVITY
FLO'A+kr Ao1ILI,TIONS', LATEST EDITION,
2, AF L RFTFN71ON AND DMNTION SYSTEMS "LL BE INSTAI I FLD IN ACC0kDAr4CF VVITH ASTM
02321, LATEST EDITION AND THE MANUFACTURER'S PUBLISHED INSTALLATION GUIDELINES.
3, MEASURES SHOJLD BE TAKE TO PREVENT THE MIGRATION OF NATIVE FINS INTO TFfE
BACKFILL MATFRIAt., AHEM REQsj1:;�p, SEE ASTM
4, FILTER FABRICS: A CEOT'EXTILE FABRIC MAY BE USED AS SPEGI�IED BY THE ENGINEER TO
PREVENT THE MID-RAT14DN OF ; INES FROU THE NATIVE BOIL INTO THE SELECT BACKFILL
MATI=RIAI.,
5, FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOIR SHALL EXCAVATE
TO A DEPTH REQUIRED BY THE ENGINEER A?17 R =PLACE WITH SUITABLE PAATERIAL A5 ZPECfIF1EL?
8Y THE ER1+".INEER. AS AN AI,TrRNAFIVE AND ATJ'HF- DI$CfRETIOP4 Or THE DE$10N-NGJNEER, THE:
TRENCH BOTTOM MAY BE STABILIZED USING A GEOTEX f IL= MATERIAL,
6, BEDDING: SUITABLE MATERIAL SHALL BE CLASS I OR II. THE CONTRACTOR SHALL PROVIDE
>DCDCUMErAlT ATION FOR MATE RI At- SPECIFICATION TO ENGINEER. IJNL4SS OT`1ERWI$E hICTED BY
THE ENGINEE R. MINIMLIM BE D D ING TH ICKN ESS SF4ALLSE 4" (100mm) FOR 4'-24" (100mrnmSCOrrm):
6" (150rnm) FOR 30" ' (750mrr.-1500mm).
7, INITIAL BAACKFILL; SUITABLE MATERIAL"LL BE CLASS I OR II IN THE PIPE ZONE EXTENDING
NOT LASS THAN 6" ,ABOVE CROWN OF PIPE, THE CONTRACTOR SHALL PROM DE DOCUMENITAT ION
FOR MATERIAL SPECI z'ICATION TO ENGINEER, VATE.RIAL SHALL BE INSTALLED AS REQUIRED IN
ASTM D2321, LATEST EDITION,
8, MINIMUM CCVI�R; rvlydlMum COVER OVER ALL RETNETI0NjDE7F14T'I0N SYSTEMS IN NON -TRAFFIC
NOMINAL
NOMINAL
TYPICAL
NOMINA'
TYPICAL SIDE
H
H
b1AW1 TAR
0.0.
BRACING "S"
SPACING; ''_;"
TALL, "X"
(NON -TRAFFIC)
(TRAFFIC)
12'
14,5"
11'
25,5'
I3"
12'
12"
(SCOmm)
(3681rm,
(27$cnm)
(648fnrn)
(203rrr. .
(305nlrrt)
(305mrn
16'
18"
11,5"
29,{)'
B"
12'
12"
375m; v ;
(4.5Trr- rr• '.
292pri :
737mrTT
203rr' w ;
306M11 t
(305rr-m
18'
11.
1 r,0„
38,41
9`
1
12.
460mm
5331T m
i432mm1
965mml
229mm'
3%mm'I
i305mm'
24"
28"
14,0"
415
1u-
12-
12'
0100n m)
(711rr:n'I
(356,nrn)
(1054men)
Mrrm
pmenrn)
(YJ5rrrn1,
30"
36"
18"
53,4'
16"
12"
12,
750rrtm)
914IT- rri
(457-nm)
134$al M
4;5TMrrl1
afj6mrrl
005mma
3"
42"
22'
63,0'
18`
12'
1'
90cinNa
1067MMI,
559-nrn)
16ODTnrn
457rrm,
3066MM
'305rrm'
42"
48"
24"
72,0"
18'
12'
24"
(IOUrn 1)
(1219rrrr';
(610aTlm)
(18291rIT:)
(457Trr-';
(306a' en)
(610mrn}
48"
54"
25"
78,5"
18"
12'
24"
120CmTp1
1372mm
1`635mm
1594mrrr
457rrm'
3G5rnm,f
(lalOmml
CO.67"
24`
90"
18'
{1 7mmi
(1Tl}2rrlm)
;610rnm)
�2286.mm)
(457mml,
(305rnrn)
1610rrmF
APPLICATIONS (GRASS OR LANDSCAPE AREAS) IS 12" FROV TOP OF PIPE TD GROUND SURFACE,
ADDITIONAL COVER MAY BE REQUIRED TO PREVENT FLOATATION. FOR TRAFFIG APPLIC ATIONS, ' GLASS 1 BAC KFILL REQUIRED ARGUND 64' [DIAMETER FITTINGS,
MINIMUM COMER IS T2" UP TO 36" DIAMETER PIPE AND 24' OF COVER FQR42'-60' DIAMETER PIKE,
MEASURED FROM TOP OF -3IPE TO BOTTOM OF FLEXIBLE PAVEMENT 0R TO TOP OF RIGID
PAVEMENT, 4 G9EftERAL UPDATES AND RENAbMV raR 02I,1h'#b
C 2416 ++D6, IhIC REV, DESCRI PT QN HY I41mucl 'Y ew'D
ADVANCED DRAINAGE S"STEMS, INC. ('1,335") HAS PREPARED THIS -DETAIL EASED ON hFORMATIDN PROVIDED TO ADS. THIS AYM
-DRAWAI;tG 15 INTENDED TO DEPICT THE COMPONENTS AS RMUESTED, ,ADS HAS HOT=ERFORMED ,eW ENGINEER#NG 0R DE51{,71-0 -- Ci7,7hGB
5ER5110ES FOR THIS PROJECT, NOR HAS A05 INDEPENDENTLY VERIFIED THE INFORMATION SUPPLIED, THE INSTALLATION DETAILS RET+E —DETENTION SYSTEM ,� 4�agTIxLJ�lualAJaLaD
=�OVIDEO HERON ARE CENPAL REC'OW-MENDATIONS AND ARE NOT SPECIFIC FOR TFEIS PRUECT, THE DESIt--N ENGINEER SCRU —AEC TIQN)
HALL HILLV4W.0H1443 M
4
'REVIEW THESE DETAILS 'R'7R TO ODNST�iUCTIOf�, IT15 THE LI:E5ICN EJdGINEERS RE5PON51L91L1TtiF TO ENSURE THE DETAILS S' - HTE3
z:0' IDED HEREIN DEETS DR EXCEEDS THE APPLICABLE NATIONAL, 5TATE, 4R LOCAL REQUIREIADVI5 -ANID TO E7d51JIRE THAT THE A,d•.unnoaDw-age.kle
:ETAJLS PROVIDER HEREIN ARE ACCEPTABLE FOR TVK5 PROJECT DRAWING NUMBER: 5TC-702 oI'
• LOAD BEARING CONCRETE COLLAR
AS 9PEOIFIE❑ BY GESIDN ENGINEER
UNDISTURBED
EAH1�
' CLASS I OR I I MATERIAL PER -
ASTM D?W21. I.ATF$T EDITION,
CoMPACTI=D IN NiAx,a,LOCst
LIFTS IC qz% MIN. C>F MAX. SPD
LDA.D BEARING CONCRETE COLLA2
A� 5P5OIPIFD BY �FSICr'J FN �INEFR
MHERF REQUIRED.)
uigDLCTURwF r
EARTr.
C! ASS I OR I I MATT RIAL PFR ---v
ASTM D2321, LATEST ED171OrN,
CQMPA{;TEp IN h+4x, 8' L QQGF
I1=T$TOR5%MIN.OF MAX,.yP❑
FRAME S GRAL'E
iGY OTTERS)
CORRUGATED HDJ'E RICER
1:11 ra r I
i
REFER TO STD-102 FOR
CC)VER HEIGHT DETAILS
-Al EFRAL
I
lk !• !k 1} /4 , !k }k }k
" SEDDING (CLASS 1 OR II MATEJAL)
= 4" MIN, FOR 12" - 24' HDPE PIPE
= 6" MIN, FOR =-60" HDPE PIPE
sEcxl n"n
LID (AS R1=-Q JIREJ)
SOLID WALL -IDPE CLEANQU'r
(SPECIc'DIAMETERIZ"
+ l
f T
REFER TO STD-T02 FOR
COZIER HEICHT DETAILS
fi
- 41F.RAL
.\
BEDDING (CLASS I OR II MATERIAL)
= 4" MIN, FOR 12"- 24' HOPE PIPE
= 6" MIN, FOR 30"-60" HDPE PIPE
SLO' I IoN L3-43
'CLASS I BA.CKFILL REQUIRED AROUND BD' DIAMErER FITTINus
LOAD BEARING CONCRETE COLLAR FLL BE CONSTRUCTED
IN TRAF 7II- AREAS SUCH THAT THE LIVE LOAD IS TRANS WITTED
rO rHl= SUHROUNLANG SOIL Atlb N01 L)IW-CTLY TO'HE
GENERAI, UPU ATES AND RENAMED TJR CIVIVIR
r ar.1a A3a• Iryc, REV. DESCRIPTION BY M6UDL]W CHKU
"�Ir�IN,L rrrc
,r L- DIIION.
IN. OF MAX.
AUV&NCED DRAILAGE SYSTEN5, INC. {SANS'} HAS PREPARED THIS DETAJL S SEB ON INFORMATION PROVIDED TO ADS, THIS
IRrAWINr l 15 INTENDED TO DEPICT THE COMPONPVT5 AS REGWESTED, AD5 HAS NOT PERFORrAEO .ANY ENOWEE :NC, OR DESIGN A",
$EkVIGE5 F(;-R IIIS PROJECT, r}OR HAS .ADS INGEPENIJENTLY VERIFIED THE I-NFORW64TION SUPPLIES}, THE INSTALLATION OETpJL5 P17ENTION-DETENTION SYSTEM1'_1 TRUEMANB_VDPAWIDE$ HEREIN ARE �ENEJAAL RSG01% +ENLATION$ AND ARE NOT �EIAMC F01} TK: 4)1QWECT- THE OLE 10 ENGINELq SHALL (RISER ANT)CT�NOUT)kEvIEw THESE 7ETAIL$ PI�IDR TO WN$TRuCTIon. IT IS THE OES16N D;4INEEFt$ RE5YoN5119ILJTY T6 DALjRE THE bETAILS
PAOVIpEt HEROIN rAEET$ OR E➢rGEEM THE APPui-,ADLE NATIONAL, �rATE, OF: LOCAL t1EQUIREMENT$ ANUS TO EN",WtE THAT THE AdywwadLYal-zar9,�a�r"a.Inc. V!S
DETAILS PRCMDE0 HEREIN ARE ACCEPTABLE FOR THIS PROJECT_ DRAWING NUMBER' 5M-70 0r-
E
ER1
NO NNAL DIAMETER
12-24'
30-38-
42-d0'
(300-600 mmj
(7M-ODO mm)
N050-1500 mm)
B
MITk Ff 7MGS EMBEDMENT iLMrr
12^f365rnn]
7 (365rnn]
12'f3C5mm)
w
TYPICAL SEE WALL
&1iJp33-255—)'
lr(457—)
Vr"A57mrn;
x
MIN. PfPE COVER DEPTH UNDER
1Z-(3�6mr)
1rpmrnrn)
12'(3m m5)
NO#3'RAff IC
MIN. PIPE COVER DEPTH LINDER
1 (3G6f1Yrf!
12'(3C6mn]
111-241432F-610m y-
TRAFFIC
IS
I MAX. PIP'- COVER DEPTH
R-EFEIENGET5CHIMUMP2A1.ZM.2R3,4R2fl6
Y
WIN. ffrTINGS CCVER DEPTH
._-: D5.vn)
12'(3DSmm)
12-i SMM)
UNDER NON-TR+FPC
Y
WN.fJTTINGSCOVER DEPTH
.z I.3wMM)
17f345mm)
241'{&!Omar}
UNDER TRAFFIC
Y
MAX Fn7MGSCOVER DEPTH"'
92AM}
6'f2AMrn
6'�2AMI
2
I BEDDLUG DEPTH
"' I102 rnml
EF{152 mm}
ErI152 rmm}
•TYPICALStDEWALLS FCR1YAND 2VPIPE SYSTEMS ARE SrI236MMjAND 1Drf255Mr ,R SPECTIVEIY
, 2C MINIMUM PIPE COVER DEPTH UNDER TRAFFIC IS REQUIRED FOR 60' 5YSTbA. ONLY
"' MAY INCREA.`_1=HkED CN Z:PEQRC FITTINGS CONFIGURATION, CONTACT ANAD�- REPR55ENTATTUE
FOR AM71-ICFIAL DEfAJ LS
NOTES-
1 . ALL REFERENA.- CES TO CLI OR II #ARTERIALS ARE PER A-STM D2321' STANDARD PRAGnCE FOR UNDE,4GROU.4D INSTALLATION
OF THERMOPLASTIC PIPE FOei •EWERS AND OTHER ORAVrrYFLOW APPLICATIONS",LATESTEDITION.
2 ALL REFERE*OES TO AASHTO !MATERAL SPECIFICAT Ch%Z ARE PER AASKM M43 AND bM145 G1ADAT1oN5, LATEST EDITION.
3. ALL RETENTION AND =LMON SYSTEM.? SHAL BE 19ETALLEa14 AC.COR!)ANCE WITH A.STM Di2321, LATEST EDITION AND THE
MANUFACTURERS P•JBUSHED INSTALLATION GUIDELNE5.
4- MEMURES �:-IOU_D BE TAKEN TO PREVENT THE MIGRATION OF YATTVE FINES INTO THE BACJCFILL MATERIAL, V&iEN RECUI UM.
SEE ASTM D2321.
5. FILTER FABRIC: A GEOTEXTILE FABRIC UAN BE USED AS ;PECIFIED BY THE ENGINEER TO PREVENT THE WISRATION OF FINES
FROM THE HATTVE SDIL I wro THE SELPCT B.ACKF1 LL MATE14UAL
5. BEADING: SLMTABLhMATERALSHALBECLA;GIORII.THE WNTRACTOR-HALL PROM DE DOCUMENTATION FOR MATTRAL
SPECTaTLOIN TO E`IGTNEER.
7. INITLALL EACKF9LL: GUITABLE MATERIAi. SHALL BECLASS I OR I I IN DiE PIPE ZDNE EXTENDING NOT LEGS THAN 6' 1152 Tam) ABOVE
CRom OF PIPE. THE CONTRA --TOR SHALL PROVIDE DOCUMENTATION FOR MATEF LAL SPECIFICATION TO ENGINEER MATE Uk:-
SHALL BE IN.°'TJLLLf6 AS REQUIRED I N ASTM D2321, LATEST EDITION. IF DIFFERENT FILL IS USED IN aDNES B AHU C, FILTER
FABRIC MAY BE USED AS SPECIFIED BYTHEENGINEERDERNOTE5.
8. COVER ADDITIONdALCOVERMAY BE REQUIRED TO PREVENT FLOATATION. FOR TR.AFf1C A.PPLICAws ;, mimmim oDvr=RM
MEMURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT OR TO TOP OF RIGID PAVEMENT. M6.h1MUM FILL HEIGHT IS
LIMITED TO 8 FT'f24 M) O' EtFTTT1NG3 FORTYPICAL -,YSTEMiW,7AiJATK)IM PLEASE NI TE'THESE LIMBS APPLY TO ALL
FITIING44ATHIH SYSTEMS LIM7S, AND NOT JUST NAPMFOLD FITRNG4 0ONTAOT AN ADS REPREGENTATR'E WHE4 MkM MUM
FILL HEIGHTS EXCEED & FTf24 M) FOR INrTAiLA-110N CONSIDERATION --
ACCEPTABLE FILL MATERIAL
ASTM MATERIAL
AA HTO MATERIAL
MATERIAL LOCATION
COMPACTION I DEN JTY REQUIRED
CLASSIFICATION
CLASSIFICATION
FWAL FILL- FINAL FILL LIMITS START FROM THE
TOP OF THE INfN4LBACKFILL LAYER AMEND AT
PREPARE PER SITE DESIGN ENGINEER'S PLANS- PAVED LNSTALLATIONS
D
TYIEBOTTOM OFFLEUBLEPAVEMENT ORUNPAVED
FINISHED GRADE. NOTE T, LAT PAVEMENT SUBflADE
NIA'
NfA
MAY HAVE SPECLFLCMATERIALANDPREPARATION REQUIREMENTS.
M+.Y OE INCLUDED IN THE FINAL FIL_.
FFFnI14G3 EMBEDMENT: FILL SURROUNDING THE
5VSTEM FTrINGS FROM THE INVERT(BOTTGK UP
C1_A,SSIOR11 1
AASHTO M 145 Al, A3 OR AASHTO
COMPACT IN KtAXI MUM d' (203 mm) LOOSE LIFTS TO A MIhilMUM OF 95% OF
TO NO LESS THA-N6'ABOVE THECRaMLTOPrOF
tg43A5,Alb, A5B,A57,,A$7
MAXIM UMSTANDARDPROCTOR DEN SITY
r-fE FrMNW
PIPE EMBEDMENT: R_LvJ=._ _ :Vv'I4G THE
-
`
DYSTEM PIPE F'k M T�= r.'-. ==T BOTTOMS UP TO
--_
CLASS 1 OR 1I
AASHTO M 145 All, A3 OR AAS HTO
COMPACT PEP. T-♦E LATEST EDITION OF ASTM D2321 3PECIFICAT10 v
4O LESS THAN A&:��.'E : =.-AN {TOP i OF THE
M43 A5, A�, AEi�D, A57, ,4$7
=IPE
BEMNIG: FILL B' _ :,- --_ _ _= FROM THE
I
AASHTO M 145 Al, A3 OR AASHTO
A
943BGRALTE UP TO T-E : 'r_RT i.BOTTOM) OF THE
CLASS I OR 111
),g43 A6, A8, ADD, A57, A137
COMPACT TO 9R% STANDARD PROCTOR DENSITY
PIPE
PLE/ 5ENOTE:
1. TARI15Mrw+ PIPE GYTFEIACSARE UMITEDTOAS"TM D2321 CLA-53I (AAIHTO M43 AS ORA56,B.AC,.=
2. MATERIAL SPECIFICATIONS INC_U DE A4Y.50IUR0CK MATERIALS, NATIVE `. O: % OR PER ENGINE=='D
PLANS FOR PAVE6ETr SJBGR ADE R=QLIIREMENTS.
REV_ I DESCRIPTION 1 BY 1 MAd'DL)1''Y1r I CHILD
ADVANCED DR4:NAGE SYSTEMS, INC. 47ADS"I HAS PREPARED THIS DETAIL BASED ON #NFORMATION PRCNIDED TOADS. THO DRAWkNG IS - " -
INTENDED TO DEPICT THE COMPONENTS AS REQUESTED. AD,S HAS NOT PERFORMED ANY ENGINEERING OR .)DESIGN SERVICES FOR THIS
PROJECT, NOR HAS ADS I NDEPENDENTLY VERIFIED THE INFORMATION 5UFPUED. THE INSTALLATION DETAILS PROVIDED HEREIN ARE GENERAL iRM'1II4'TiGN-I)ET'E'_'T'Y'iq i 4MG TRUEMAN BLVD
RECOMMENDATIONS AND ARE NOT SPECIFIC FOR THIS PROJECT. THE DESIGN ENGINEER SHALL REVIEW THESE {RETAILS PRIOR TO HILLARD, OHIO 43MB
CONSTRU07M, IT IS THE DE&GN EN13INEEFII RE5PONSIE?LITY TO ENSURE THE DETAILS PROMED HEREIN MEETS OR EXCEEDS THE (SYSTEM �vs'r I tiZav)A+�
AW�
APPLICABLE NATIONAL, STATE, OR LOCAL REQUIREMENTS AND TO ENSURE THAT THE DETA.ILS PROVIDED HEREIN ARE ACCEPTABLE FOR THIS Adra cedDangye Sum IAs NTS
PROJECT_ I CRAtiV.NG NUMBER STD-708 _
24„
VICINITY MAP
ELEV.- 669.50
OUTLET CONTROL DETAIL:
z
www
0
O
O
H
C)�
U
woo
U
U
U
0
O
OfOf
Ld
W
of
W
D_
LL
Of
LLj
Ld
t:ri
of
fr
z
Q L
N
N
N
N
t/ 1 <
r7
LL1
C)
\
N
U
C�
can
V
o
M
z
=�
���
Gi
W
U
bb
O M
�.-I
-4 -
•,may
Sr" M
M
rrC)�
bbb
fs)
LL
�;
� N
O
<
Ct
00
N U
L:
N
a
' l
V
o
�
a
>
a)
J
Q�
0
N
3
0
�wLn
z
•0
w
-0
om
Lu
o
Qj:j�U
w
z
o
0
�z
U
a-J
O
Of
V
O
LLJ
U
z
D
m
m
z
o
a
!Z
!�z
w
cf�
_
0
V
cV
[V
N
L:L_i
J
z
w
a
Vl
�
SHEET:
CV1 0

FINALAWROVAL
(717M,M F wwecr xuneex:
E_NGINEERIN_G_
3/1/2023
LDGEN-2022-00011
Brendan M Smith
Patrick Storz
Miriam Cattabriga
Isaiah Washington
EROSION CONTROL
URBAN FORESTRY
COOT
LEFT ELEVATION
RI!s�T ELEVATION
^
VJ
t 1 L
of
yW
fL =
S�4EET
A-4
21

•
CHARLOTTE
",NNEERING
ENTION / DRAINAGE PLAN
ROSION CONTROL
N ORESTRY
RE ORDINANCE
DOT
E: S ',LAN APPROVAL DOES NOT
NCLUDE C LOTTE WATER. FOR MORE
NFORMATIO PLEASE CALL 704-336-5499
R VISIT http: /charlottewater.org
NOTE: THIS PLA APPROVAL DOES NOT
INCLUDE COMM RIAL ZONING. ALL BUILDING
PERMITS AND Z NG APPROVALS CAN BE
BTAINEDAT(CKLENBURG COUNTY CODE
NFORCEMEN . PLEASE CALL CTAC AT
04-314-COD 2633) FOR MORE INFORMATION.
C ED PR RUCTION MEETING
AST 8 HRS. PRIO O A LAND
ISTURBING ACTIVITY USING T E ONLINE
FORM FOUND AT http://charlottenc.gov/ld
FINAL APPROV"' 3/1/ 23
PROJECT NUMBER: LDGEN-2022-00011
Brendan M
ith
Patrick StorMiriam Cattabri a
Isaiah Washin ton
(10) 5 GAL. SWITCHGRASS
(4+4+4+4) #SP4 TICKSEED
SUNFLOWER
(15) s-7' TEA OLIVE
(3+3) 2" CAL. AMERICAN
HORNBEAM
`�0(7+7) 5 GAL. SWITCHGRASS
(13+13) 2"x5" PLUG
SOUTHERN BLUE FLAG
3 #SP4 BONESET
DI-3
\— PROPOSED DWELLING
(7+3+7) 5 GAL. BUSHY BEARDGRASS(5+5) 1 GAL. RED MALLOW
�r (5+5) 5 GAL. SWITCHGRASS
S
1:1
8" TRENCH DRAIN
i' RIPRAP WEIR
< —F F E— _ — -- — _ _ — — F F EE EEF EEEF F E F F E E F F F F E F E F E F F F E F E F E F E f FFEE F BERMUDA E F E F F E E E E E F F F E E EEF F F E F F E--E F E EF E F F F---------------i------ E----- E E----------- ----- ------ E------ F--- E E E F E E E E F F E ESOD------------------------- - EE E F E E------- F-------------------------- F E 1 F F EE�'- E E F F E E E E E F F E F------ ------ E F E E dd1F _� F F E F E E F E F E F F E E``_--- �- E F E F y F EE
F ��, F F. #.FF E F Fes'• F E i1 F F;'FE NiDI-2 E11I �� E E ���, E E E iFF
E F i,EE E E E E EEI FFF FE F E E�'�EF EFEE�'�` F E EEEEEEEEEEE , -- --- - -- --- -- -- --- -- -- -- -- -- - -- -- --- -- -- --- -- - --- -- -- --- -- -- -- -- -- -- -- -- F F FFE - -- - -- -- - -- -- - E E E k E BERMUDA
cE E E� E E E E E E E E E F F E E E E E E E E SODF E F FF E F ----------- ------------------ ----- --- `� ' � \ E
X
300SF SAND MEDIA
6" PERFORATED PIPE
RAIN GARDEN - SEE
ENGINEERING DRAWINGS
(7+7) 5 GAL. SWITCHGRASS
R
EDGE OF OAD
EXISTING
SIDEWALK
DRIVEWAY
EX. SIDEWALK
CARMEN ROAD
60' PUBLIC R/W
PLANTSCHEDULE
SYMBOL
QT
SCIENTIFIC NAME
COMMONNAME
SIZE
NOTES
17
Andropogon glomeratus
Bushy Beardgrass
5 gal.
1.5' o.c.
16
Bidens aristosa
Tickseed Sunflower
#SP4
2' o.c.
6
Carpinus caroliniana
American Hornbeam
2" cal.
11-12'o.c.
Ah3
Eupatorium perfoliatum
Boneset
#SP4
2'o.c.
®10
Hibiscus coccineus
Red Mallow
1 gal.
2-4'o.c.
0
26
Iris virginica
Southern Blue Flag
2x5" Plug 1' o.c.
15
Osmanthus fragrans
Tea Olive
6-7'
7' o.c.
11
Osmunda cinnamomea
Cinnamon Fern
1 gal.
2-3'o.c.
48
Panicum virgatum
Switchgrass
5 gal.
2'o.c.
(3+5+3) 1 GAL. DRIVEWAY
CINNAMON FERN PRIVACY WALL
3" DOUBLE HAMMERED W/FENCEABOVE
HARDWOOD MULCH
NOTE:
PLANTING PLAN AS SHOWN REFERENCES PAGE CV6 WITHIN THE
KULLICK RESIDENCE STORM WATER PLANS AS PREPARED BY
CMEC, PC, DATED 2/21/2022, LAST REVISED 1/27/2023
COPYRIGHT 2022 NICHOLAS TROPEANO, PLLC. ALL RIGHTS RESERVED. PLANS. DESIGNS AND IDEAS SHOWN HEREON IN COMPUTERIZED OR PAPER FORM ARE THE PROPERTY OF NICHOLAS TROPEANO, PLLC AND SHALL NOT BE USED OR DISCLOSED OR ALTERED OR REPRODUCED BY ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WITHOUT THE WRITTEN PERMISSION OF NICHOLAS TROPEANO, PLLC
%7%M77
0 1 2 4 6 10
SCALE: 3/16" = 1'-0"
WARNING:
IF THIS DRAWING DOES NOT
CONTAIN A RAISED SEAL
IMPRESSION AND AN ORIGINAL
SIGNATURE BY THE PROFESSIONAL
IT IS NOT AN ORIGINAL
DOCUMENT, IT MAY HAVE BEEN
ALTERED, AND SHOULD NOT BE
USED FOR CONSTRUCTION.
SOURCE INFORMATION
INCLUDING SURVEY PLAT
PROVIDED BY CLIENT
W
�
V
n
O�
V 1
W
w�
►-�
o
0
PREPARED BY:
NICHOLAS ANTHONY TROPEANO
NORTH CAROLINA REGISTERED
LANDSCAPE ARCHITECT #1659
LA CORPORATE LICENSE #C-393
DATE: FEBRUARY 6, 2023
CAROB
a? •''_' : .• `•'•- �p�4c ARCM 17fC��v
o.,•:� -_
'C
.n1t1s""2.
531 BRENTWOK KOAD, PMB 126
DENVER, NORTH CAROLINA
28037
[phone]
[e-mail]
TROPEANOLANDDESIGNS.COM
BIORETENTION
PLANTING PLAN
REVISIONS:
10 SHEET
. 1 OF 1
0
3

CHAT
EN
PCSO
ER
UR
TREE
CC
CD
•
FINALAPPROVAL 3/1/2023
11.OTTE- PROJECT NUMBER: LDGEN-2022-00011
IGINEERING Brendan M Smith
/ DETENTION / DRAINAGE PLAN
;OSION CONTROL Patrick Storz
TITLE
;BAN FORESTRY-T44
DRDINANCE
SPECIAL REQUIREMENTS & NOTES
6.17 �Ig oIL PRODUCTS I -
G G 1 �-
NOTE: THIS PLAN APPROV
INCLUDE CHARLOTTE WATE
. FOR
INFORMATION, PLEASE CA
- -
OR VISIT http://charlottew
ter.org 6.61
NOTE: THIS PLAN APPROV DOES NOT
INCLUDE COMMERCIAL ZONING. ALL BUILDIN
PERMITS AND ZONING APPROVALS CAN BE
OBTAINED AT MECKLENBURG COUN,CODE
ENFORCEMENT. PLEASE CALL CTAC tt7�44
704-314-CODE(2633) FOR MORE INFORMATION.
NOTE: SCHEDULE PRE -CONSTRUCTION MEETIN
AT LEAST 48 HRS. PRIOR TO ANY 09DOT
DISTURBING ACTIVITY USI G TH E
1
FORM FOUND AT http://cha Iottenc.
TEMPORARY SEDIMENT TRAP WEIR TOP WIDTH 10' MIN., BOTTOM 7' MIN.
SEDIMENT BASIN FLASH BOARD RISER NOT PERMITTED
1ST BAFFLE: RIP RAP & WASHED STONE BERM
2ND BAFFLE: STANDARD BAFFLE
SKIMMER SEDIMENT BASIN 3RD BAFFLE: STANDARD BAFFLE
VAENT CONTROL FENCE
THE STANDARDS & SPECIFICATIONS SHOWN ARE FROM THE "NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND
DESIGN MANUAL" (NCESCPDM) PREPARED BY NC DEPT. OF ENVIRONMENT AND NATURAL RESOURCES (NCDENR); ALSO
REFERENCE NCDOT "ROADWAY STANDARD DRAWINGS," LATEST EDITION.
THE CITY OF CHARLOTTE HAS ADOPTED THE SPECIFIC STANDARDS & SPECIFICATIONS SHOWN ON THIS DETAIL AS MANDATORY
MINIMUM DESIGN STANDARDS & SPECIFICATIONS. "SPECIAL REQUIREMENTS & NOTES" ARE INCLUDED WHEN THE CITY OF
CHARLOTTE'S CRITERIA ARE MORE STRINGENT THAN THE NCESCPDM OR NCDOT STANDARDS.
•
CITY OF CHARLOTTE
SPECIAL
LAND DEVELOPMENT STANDARDS
EROSION CONTROL
STD. NO. R
CHARLOTTE.
INCLUDES CHARLOTTE ETJ
REQUIREMENTS & NOTES130.00-1
FOR LATE WINTER AND
SOIL AMENDMENTS: 0
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
AND 750 LB/ACRE 10-10-10 FERTILIZER
SEEDING MIXTURE:
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.
STEW ^�T
WIRE FENCING
WOVEN FILTER FABRIC
0
I
N
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
CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
10. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR
OTHER AREAS OF CONCENTRATED FLOW.
0
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
CHARLOTTE. INCLUDES CHARLOTTE ETJ
GENERAL NOTES:
1. UNIF❑RMLY GRADE A SHALLOW
DEPRESSI❑N APPR❑ACHING THE
INLET,
2. DRIVE 5-FOOT STEEL POSTS 2
FEET INT❑ THE GROUND
SURR❑UNDING 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 NCDOT #5 OR #57
BOTTOM, PLACING A 2-FOOT FLAP WASHED STONE -
GRAVEL THE WIRE MESH UNDER THE
GRAVEL FOR ANCH❑RING 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 C❑NTRIBUTING DRAINAGE NCDOT #5 OR #57
AREA HAS BEEN STABILIZED, WASHED STONE -
REMOVE ACCUMULATED SEDIMENT,
AND ESTABLISH FINAL GRADING
ELEVATI❑NS,
6. COMPACT THE AREA PROPERLY AND
STABILIZED IT WITH
8' MAX.
LFI
STEELPOST
IRE FENCINGZLTER FABRICMJ 05 OR #57 WASHED STONE
aFLOWo_
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
,`•`• IIIIIIIII
FILTERED
\WATER/
CITY OF CHARLOTTE CITY OF CHARLOTTE HARDWARE CLOTH AND GRAVEL
LAND DEVELOPMENT STANDARDS TEMPORARY SEEDING SCHEDULE STD. NO. REV. LAND DEVELOPMENT STANDARDS N L ET PROTECTION
CHARLOTTE. INCLUDES CHARLOTTE ETJ 30.17 9 CHARLOTTE. INCLUDES CHARLOTTE ETJ
SILT F
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
CHARLOTTE. INCLUDES CHARLOTTE ETJ
0
NOTES:
NOTES:
1.
CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF APRON
TO BE DESIGNED BY THE ENGINEER.
1.
PROVIDE 6" MINIMUM
2.
REFER TO THE CHARLOTTE MECKLENBURG STORM WATER DESIGN MANUAL FOR
RIPRAP APRON DESIGN STANDARDS.
STONE DEPTH
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.
USE #5 WASHED
2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR
CULVERT HEIGHT.
STONE AND
4.
THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE
RAILROAD BALLAST
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
MIX
SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL. THE
APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END.
3.
INSTALL SOIL
5.
THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM
STABILIZATION
WIDTH OF THE RECEIVING CHANNEL. MAXIMUM TAPER TO RECEIVING CHANNEL 5:1
FABRIC OR 4"
6.
ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER.
COMPACTED ABC
7.
THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING
STONE UNDER
CHANNEL SHALL NOT BE ALLOWED.
ENTRANCE
8.
NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON
WILL BE PERMITTED.
4.
ANY AGGREGATE
9.
FILTER FABRIC SHALL BE INSTALLED ON COMPACTED SUBGRADE PRIOR TO
TRACKED INTO THE
PLACEMENT OF RIP RAP.
ROADWAY MUST BE
10.
ANY DISTURBED AREA FROM END OF APRON TO RECIEVING CHANNEL
SWEPT BACK ONSI TE
MUST BE STABILIZED.
ON A NIGHTLY
USE USDA NOMOGRAPH FROM NC SEDIMENT AND EROSION CONTROL MANUAL OR
BASIS
CHARLOTTE MECKLENBURG STORM WATER DESIGN MANUAL FOR DESIGN DATA.
W2
END OF FLARED SECTION
PLAN
NOT TO SCALE
ST
WIRE f
(IF AP
SILT
FENC
GENERAL NOTES:
1. SEDIMENT FILTER OUTLET HARDWARE CLOTH SHALL BE 24" HIGH AND
STONE SHALL BE A MINIMUM OF 12" HIGH.
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 IN LENGTH AND
BACKFILLED PROPERLY AS SHOWN IN ABOVE DETAIL. HARDWARE
CLOTH TO BE SAME AS STD. #30.09 (19 GAUGE, 1/4" SPACING).
3. POSTS SHALL BE NO MORE THAN 4 FEET APART.
4. SITE OUTLETS AT LOW AREAS IN CONJUNCTION WITH AND ALONG LONG
RUNS OF SILT FENCE AT INTERVALS NO CLOSER THAN 100 FEET.
DRAINAGE AREA TO OUTLETS SHALL NOT EXCEED 1/4 ACRE.
5. EQUIVALENT ALTERNATIVES MAY BE USED WITH PRIOR CITY APPROVAL.
• CITY OF CHARLOTTE
STD. NO. 13 LAND DEVELOPMENT STANDARDS
30.0613 15 CHARLOTTE. INCLUDES CHARLOTTE ETJ
NOT TO SCALE
OUTLET La W1 W2 *T H -----'
5. MINIMUM LENGTH OF ELEVATION
ENTRANCE = 25' FES-6 gyp' 11' 4' 10" 1'
NATURAL GRADE
RIP RAP
* d50 (see fig 8.06 aft "NC SEDIMENT AND EROSION CONTROL MANUAL"
dmax = 1.5 x d50
T = 1.5 X dmax.
T(min.)=10"
NOT TO SCALE
CONSTRUCTION ENTRANCE • CITY OF CHARLOTTE
STD. NO. REV. '\\� LAND DEVELOPMENT STANDARDS
SINGLE FAMILY LOT 30.1 1 C 12 CHARLOTTE.
INCLUDES CHARLOTTE ETJ
NOTE: ` LAYER OF FILTER FABRIC
MINIMUM H=2/3 PIPE DIAMETER
SECTION B-B
RIPRAP APRON AT PIPE OUTFALLS
OTHER THAN AT SWIM
6' MAX.
W IL
WOVEN FILTER FABRIC
0
I
N
STEEL POST
HARDWARE CLOTH
WASHED
50" STONE
(NCDOT #5
OR #57)
L" FLOW
4'��\
/�/ ANCHOR SKIRT;
EXCAVATE TRENCH
AND COMPACT
BACKFILL
MAINTENANCE NOTES:
1. FILTER OUTLETS 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. THE STONE SHALL BE REPLACED PROMPTLY AFTER ANY EVENT
THAT HAS CLOGGED OR REMOVED IT.
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 OUTLET
IS REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING
GRADE, PREPARED AND SEEDED.
SILT FENCE
0 UTLET
STEEL POST
FILTER FABRIC
z
� W
J�
POo N
FLOW
4"
ANCHOR SKIRT;
EXCAVATE
TRENCH AND
COMPACT
BACKFILL
NOT TO SCALE
30.06C120
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
STD. NO. REV. LAND DEVELOPMENT STANDARDS
30.09 1 ( HARLOTTE. INCLUDES CHARLOTTE ETJ
0
MIN.
T (THICKNESS)=10" MIN.
20.23 1 7
Of_ IiQ'l I W = 1 * Ld
PIa�
dlar�4�s ��i
TEMPORARY SILT FENCE
I II,.L 1 .■
' r
:.::.I•---::-:1L:
' I'•
F icy Ure 7-1 Design of Rip mp Apron U nde r Min 1 m Lrrn T;311wate r Conditl op S
NOT TO SCALE
30.06A 115
W
�
W
Z
w
O
o
U
U
w
U
0
J
(�
U
O
w
0-a-a-
w
w
w
I?
I?
Ui
Z
O w
N
N
04
N
Lq Q
0)
\
�
\
0
04
N
U
a
~
-
=
^
--
1
I
N
n
N
CC
N
r 1
o
Z
`J
�Uy
`n
O
_M
o
s
;
W
�.
n U
rn
ct
O M
.�
r
�.+/
t
^
M
U
•�
o
W
a�
c
0)
c
w
n
»7;
� N
O
,yz��
F•L�
C
00
L
ct
_
C'
4)
0
c
3
O
w
t6
w
Q
_00O
o�
�U
Ln
Q
w
Eoi
w
0
�
�z
U
U
Ln
ate-'
O
L_
Od
LLJ
,-,
w
m
�
U
NA
i
m
m
z
L
Q
w
fi
2
0
U
N
N
�
N
w
J
z
w
a
�
C/I
0
SHEET:
Dl

ctun
rh FINAL APPROVAL 3/1/2023
UOTTE_ PROJECT NUMBER: LDGEN-2022-00011
EN IN
ERING
PCSO TEN
ON / DRAINAGE PLAN
ER SI
ItRONWIRCAL
U A
RESTF Pns
TREE INAN
E When adverse NA
CDOT
in jeopardy, the
NOTE: THIS P
A L N
INCLUDE CHAR
TTF {FRi 4 f��.R,F. r
rr
INFORMATION,
LEA j}�� }dJ Qcj}.!
OR VISIT http:/
char a or
Put h,
NOTE: THIS P APPROVAL DOES NOT
INCLUDE COMM RC ALL BUILDING
5
PERMITS AND ZONI CAN BE
OBTAINED AT MECKLENBURG COUNTY CODE
ENFORCEMENT. PLEASE CALL CTAC AT
704-314-CODE(2633) FOR MORE INFORMATION.
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
Brendan -M_%f i ION, RECORDKEEPING AND REPORTING
4mito rz
ufffii ireAdi6 Formal business hours in accordance with the table below.
eather or ite conitions would cause the safety of the inspection personnel to be
%@"Wa7§f d1layed until the next business day on which it is safe to
ection. In addition, when a storm event of equal to or greater than 1.0 inch occurs
iI business hours, the self -inspection shall be performed upon the commencement
ess day. Any time when inspections were delayed shall be noted in the Inspection
ri WyuU11..y
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 ❑nsite
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.
PART III
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]
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that must be reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
• They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waters (regardless of volume), or
• They are within 100 feet of surface waters (regardless of volume).
(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 Tmeframes 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], [phone] 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 NC 303(d) list as impaired for sediment -
related causes, the permittee may be required to perform additional
monitoring, inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure compliance
with the federal or state impaired -waters conditions.
(b) Oil spills and
Within 24 hours, an oral or electronic notification. The notification
release of
shall include information about the date, time, nature, volume and
hazardous
location of the spill or release.
substances per Item
1(b)-(c) above
(c) Anticipated
A report at least ten days before the date of the bypass, if possible.
bypasses [40 CFR
The report shall include an evaluation of the anticipated quality and
122.41(m)(3)]
effect of the bypass.
(d) Unanticipated
•
Within 24 hours, an oral or electronic notification.
bypasses [40 CFR
r
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(l)(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 1 SELF -INSPECTION, RECORDKEEPING AND REPORTING
EFFECTIVE: 04/01/19
~
U)
LLJ
LLj
w
O
O
H
C)C)
C)
w�o_J
U
()
U
oLdwLd
�wLd
Z
O w
N
�
N
N
V) Q
0,��
o LU
\
�
N
~
bZ
b
o
N�
o
Z
s
IT-
r l
U
O M
-
•
o�
3--I
U m
N
�
M
w
w
U
I�
n
ca
� N
O
� yz�
.--I
00
N U
L
_
V
o
0
3
O
to
W
Q
O
�U
J
Q
(T
w
Ei
�z
U
U
O
C)L_
Od
LLJ
,-,
m
U
m
m
Z
L
Q
i2L
�Z
w
oc
=
orQ
u
N
N
Lf)
I-
N
w
J
Z
LU
a
�
o
SHEET:
D2

K
FINAL APPROVAL 3/1/2023
kr„ru PROJECT NUMBER: LDGEN-2022-00011
EN
NEI
PCSO D
ENTION
ER
101
U
NI
TREE R
NANCE
CD
��G x -- - ... _........ _.... _ - .. .
%WG
01 CO nDN GENERAL PERMIT
II � "�g l� kaa�di rifications on this plan sheet will result in the construction
onsi erec com lt with the Ground Stabilization and Materials Handling
g
IalYthe IHIGfifi�attabAga General Permit (Sections E and F, respectively). The
11
per tee sha comply with the Erosion and Sediment Control plan approved by the delegated
authority have AJi1Wb~iA9 ails and specifications shown on this sheet may not apply
P on ite condi ans and the delegated authority having jurisdiction.
NOTE: TH
INCLUDE
INFORMA
OR VISIT
PLAN A
HARLO
ON, PLE
ttp://cha
A
SE CALL 704-336-5499
NOTE: TH
PLAN AP
INCLUDE
MMERC [NM1TI�1 ICU G
PERMITS
D ZONI ��p�p��/C �+
OBTAINE
T MECK ENBURG COUNTY CODE
ENFORCE
NT PLE S CALL CTAC AT
704-314-
DE(263 ) OR MORE INFORMATION.
NOTE: S
EDULE P
E-C
AT LEAST
8 HRS.
RIOR TO ANY LAND
DISTURB
G ACTIV
USING THE ONLINE
FORM FO
D AT ht
/cha
;OUND S
Required Ground Stabilizati
Stabilize within this
!scription many calendar days
after ceasing land
disturbance
Timeframe variations
(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
7
3:1 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.
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.
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.
I ITTFR RI III niiu . nAATFRIAI Mull I aiun f I FARIN(.. \AIACTF
--- -- - -/--- -- -- --------------- - -- -- -- -- -------- - -- ---------
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.
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.
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.
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.
❑NSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
U SANDBAGS (TYP.)
O OR STAPLES
10 MIL
SILT FENCE 1,1 TPLASTIC SANDBAGS (TYP,)
SIDE SLOP LINING pR STAPLES
0 (TYP.
,i zxa
CLEARLY MARKED SIGNAGE
CONCRETE NOTING DEVICE (18'X24' MIN,)
WASHOUT
PLAN
SECTION A -A
NOTES,
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
14001
1,1 SIDE
(TYP.)
10 MIL
PLASTIC
NING
,
1 E1 TUAL LOCETERMINED IN
I X J<
- z �
ETE OUT
eo STR CTURES SHALL BE MAINTAINED
SEUEEK BMBID AND/OR SOLID
REACHES 75% OF THE STRUCTURES
CAPACITY TO PROVIDE ADEQUATE
HOLDING CAPACITY WITH A MINIMUM
(TYP.) 12 INCHES OF FREEBOARD,
OR STAPLES
3,CONCRETE WASHOUT STRUCTURE
PCLEARLY MARKED SIGNAGE NEEDS TO BE CLEARY MARKED WITH
W
ONCRETE NOTING DEVICE (18'X24' MIN,) SIGNAGE NOTING DEVICE,
ASHOUTT
PLAN
ABOVE GRADE WASHOUT STRUCTURE
NOT TO SCALE
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.
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.
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 1 GROUND STABILIZATION AND MATERIALS HANDLING
EFFECTIVE: 04/01/19
~
U)
LLJ
w
Z
w
C)
O
H
U
C)
C)
w_1o�
C)
()
U
OLLJ
w
Ld
CL
LLJ
w
Ld
Z
O
N
�
N
N
V) Q
\
"-
\
,
0
LU
0
\
N
U
--
bZ
b
of
2
Zk
O
C? M
s
W
�t
4-4
. r."
.Sti [
3-
U M
N
w
w
n
�ca
�)
� N
o
yZsj
2�
L
_
V
o
�
0
3
0
to
W
Q
M °
O
�U
c)
J
Q
w
Ei
LUruz
U
U
�o
Od
LU
U
co
m
Z
o
Q
i2L
�z
w
o
U
rQ
N
Lf)
I-
N
w
J
Z
LU
a
�
o
SHEET:
D3

rh
LOTTE.
Q(
CHAR
FINALAPPROVAL 3/1/2023
PROJECT NUMBER: LDGEN-2022-00011
ENGINEERING
PCSO / DETENTION / DRAINAGE PLAN
EROSION CONTROL
URBAN FORESTRY
TREE ORDINANCE
CDOT
NOTE: THIS PLAN APPROVAL DOES NOT
INCLUDE CHARLOTTE WATER. FOR MORE
INFORMATION, PLEASE CALL 704-336-5499
OR VISIT http://charlottewater.org
NOTE: THIS PLAN APPROVAL DOES NO�®�
INCLUDE COMMERCIAL ZONING. ALL I
PERMITS AND ZONING APPROVALS LAN t5t:
OBTAINED AT MECKLENBURG COUNTY CQD�
ENFORCEMENT. PLEASE CALL CTAC ATC(�
704-314-CODE(2633) FOR MORE INFWMMMO to
NOTE: SCHEDULE PRE-CONSTRUCTION\IME RPG
AT LEAST 48 HRS. PRIOR TO ANY LAND
DISTURBING ACTIVITY USING THE Of'fi_@*TRAC
FORM FOUND AT http://charlottenc.g
JOINT SEALER
Brendan M Smith
Patrick St FACE OF GUTTER
?d °
Miriam Catt brigs
Isaiah Washington JOINT FILLER
1/8" RADIUS (TYPICAL)
4
a
8
d
TRANSVERSE EXPANSION JOINT
ON
JOINTS
SHALL BE SPACED AT 10-FOOT INTERVALS. FOR VALLEY GUTTER,
T SPACING
MAY
BE USED WHEN A MACHINE IS USED. JOINT SPACING MAY BE ALTERED
TY
ENGINEER TO
PREVENT UNCONTROLLED CRACKING.
ON
JOINTS
MAY
BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY OTHER APPROVED METHODS.
CH
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.
7. FOR CURB AND GUTTER INSTALLATIONS THE ETJ, NCDOT REQUIRES THAT ALL JOINTS MUST BE FILLED WITH JOINT
SEALER PER NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES, SECTION 846-3 (C).
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
CHARLOTTE. INCLUDES CHARLOTTE ETJ
CURB AND GUTTER
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
LAND DEVELOPMENT STANDARDS
(MP&OTTE. INCLUDES CHARLOTTE ETJ
CATCH BASIN FRAME
IN VALLEY GUTTER
NOT TO SCALE
1/8"
1/8" RADIUS
` JOINT FILLER
1/2"
TRANSVERSE EXPANSION
JOINT IN SIDEWALK
• CITY OF CHARLOTTE
STD.NO. REV. LAND DEVELOPMENT STANDARDS
10.17 C 121 CHARLOTTE. INCLUDES CHARLOTTE ETJ
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.
NOT TO SCALE
• CITY OF CHARLOTTE
STD. NO. REV. LAND DEVELOPMENT STANDARDS
10.291 CHARLOTTE. INCLUDES CHARLOTTE ETJ
GENERAL NOTES:
1. A GROOVE JOINT 1" DEEP WITH 1/8" RADII SHALL BE REQUIRED IN THE CONCRETE
SIDEWALK WITH JOINT SPACING EQUAL TO THE WIDTH OF SIDEWALK, UP TO 10' WIDTH.
WIDER THAN 10' REQUIRES SPECIAL DESIGN (SEE DETAIL #10.42 FOR MULTI -USE PATH).
2. 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 SIDEWALK JOINS ANY RIGID STRUCTURE.
3. SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6" THICK.
4. 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 CDOT.
5. 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.
6. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 PSI. IN 28 DAYS.
7. ZONING CONDITIONS MAY REQUIRE ADDITIONAL WIDTH SIDEWALKS WHICH SHALL SUPERSEDE
THESE STANDARD DIMENSIONS SHOWN.
8. LIDS FOR JUNCTION BOXES AND UTILITY VAULTS SHALL BE NON-SKID AS SPECIFIED BY
ENGINEER.
9. JOINT MATERIALS SHALL LIMIT SHRINK/SWELL SO POST CONSTRUCTION INSTALLATION RESULTS
IN A MAXIMUM OF 1 /4" FROM FLUSH.
1/2" EXPANSION JOINT
w
u:
~
U 1.50% (2.00% MAX.)
0 o
EXAMPLE SIDEWALK CONSTRUCTION DIMENSIONS:
WIDTH
RISE
CROSS -SLOPE
1.56%
4'
5'
ill
1.67%
6'
1-"
1.56%
8'
1-"
1.56%
PROPOSED CURB & GUTTER
PROPOSED 4" CONCRETE SIDEWALK
DETAILS SHOWING EXPANSION JOINTS
IN CONCRETE SIDEWALK
NOT TO SCALE
CONCRETE SIDEWALKS
TYP. COLLAR
MIN. 2" HT.
2-3" LAYER OF
APPROVED MULCH
INDIVIDUAL
SMALL SHRUB/TREE PLANTING
NOTES:
1. ALL CONCRETE TO BE 3600 P.S.I.
2. ALL CURB OR CURB AND GUTTER AND SIDEWALKS ARE
TO BE REMOVED TO THE NEAREST JOINT BEYOND NEW
CONSTRUCTION OR CUT WITH A SAW AND REMOVED.
SAW CUT OR JOINT TO BE PERPENDICULAR TO EDGE
OF EXISTING PAVEMENT. SEE STD. NO. 10.17 FOR
JOINT DETAIL.
3. ALL DRIVEWAYS MUST MEET THE CURRENT CITY DRIVEWAY
REGULATIONS AND NCDOT REQUIREMENTS FOR SPACING,
SIGHT DISTANCE AND OFFSETS FROM PROPERTY
LINES AND INTERSECTIONS.
4. "A" BREAKOVER SHALL BE 8% OR LESS
(A = ALGEBRAIC DIFFERENCE).
5. PRIOR APPROVAL IS REQUIRED BY CDOT ON GRADES
EXCEEDING WHAT ARE SHOWN.
6. ** PER NC IFC SECTION D103.2, FIRE APPARATUS ACCESS
ROADS SHALL NOT EXCEED 10 PERCENT IN GRADE.
7, JOINT MATERIAL SHOULD BE PLACED FLUSH WITH CONCRETE.
DRIVEWAY WIDTH
DRIVEWAY TYPE
MINIMUM
MAXIMUM
LOCAL/COLLECTOR
THOROUGHFARE*
10'
15'
30'
30'
* MUST PROVIDE ON -SITE TURNAROUND
DRIVEWAY WIDTH VARIES
I a
I
z
-
1 /2" EXP. JOINT f 0
1/2" EXP. JOINT
0
a
I
0
N
v V yyy yyy yyy
J y * * * *
GROOVE JOINT
yy yyy yyyyy' V
y y y y y v
PLANTING STRIP - y y y y
GROOVE
y y y y y y
(VARIES) y y y y y y y y y y y
y
JOINT OR
Z
y y y y y y v
y y
yPLANTING
y y y y y
CONSTRUCTION
"ol
y y STRIP
A y y y y y yyy
JOINT
yyyyy (VARIES)
A
y y y
41
TAPER CURB DEPTH TO
MEET DRIVEWAY
1/2" EXP. JOINT
1/2" EXP. I DRIVEWAY WIDTH VARIES
JOINT 4 -0 r
(SEE TABLE)
B
PLAN VIEW
TOP OF CURB 4 _0„ DRIVEWAY WIDTH VARIES
SEE TABLE
TOP OF CURB
CITY OF CHARLOTTE
STD. NO. REV.
LAND DEVELOPMENT STANDARDS
10.22 120 CHARLOTTE. INCLUDES CHARLOTTE ETJ
SECTION A - A
('A" SEE NOTE 4) NOV
+� 4%**
6" �4'-0" MIN. 5'-0" MIN.
(2.007 MAX +6%
iy 10q, MAX "4" (** SEE NOTE 6)
-2% -67.
0'-0" 10'-0" L
"
SECTION B - B
NOT TO SCALE
RESIDENTIAL DROP CURB TYPE
DRIVEWAY WITH PLANTING STRIP STD. N0. I REV.
(2'-6" CURB AND GUTTER) 110.25A 113,
NOTES: v
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 Jam/
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
NKEVE
TOP KNOT.
EE DIAMETER
3-6" FROM ROOT BALL EDGE,
BACKFILL AS SPECIFIED ROOT CROWN TO
BE AT FINISH GRADE LCH AWAY FROM
1" TO 2"
4" HIGH / 6" WIDE MAXIMUM
BERM OUTSIDE OF ROOTBALL MAXIMUM LAYER OF MULCH
3 - 1"x2"x18" WOOD STAKES
WITH CENTERED 3/8" HOLE
DRIVEN IN LINE WITH STRAP
EQUALLY SPACED AROUND TREE FINISH GRADE
REMOVE TYPICAL EXCESS SOIL IIIII
FROM ROOT CROWN
REMOVE TOP 1/3 BURLAP
AND ANY NAILS/PINS, ETC.
ROOT BALL
REMOVE TOP 1/3 OF WIRE z VARIES
BASKET WHERE PRESENT
RAISE PIT BOTTOM TO SET ROOT CROWN
AT THE CORRECT HEIGHT. FIRM SOIL UNDER ROOT BALL
UNDISTURBED SOIL
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, 32" 21"
CITY OF CHARLOTTE
STD. N0.
LAND DEVELOPMENT STANDARDS
REV. �
40.05RI 9 CHARLOTTE. INCLUDES CHARLOTTE ETJ
BACKFILL AS SPECIFIED
TREE PLANTING
(FOR SINGLE AND MULTI -STEM TREES)
NOT TO SCALE
40.01
~
�2
wz
w
O
0
o
H
U
OU
U
w
U
o
0
U
U
O
Lli
w
Ld
Ld
w
LA
Of
Ld
Z
O L
N
N
N
Q
\
\
o
\
N
U
~
bli
1~
o
N
r 1
2
z
O
�
W
r l
U
-1
�Y
O M
th
W
n
»7;
� N
O
�
ca
ca
cc o
C•
!1
0
c
3
O
t6
W
Q
_ 0
O M
�U
J
Q
~
w
o
�z
o
U
W
�
Q O
V )
,-,
m
U
_ EAL
24698-
f
,,�F`� 'P M AGE ��,,•
f""'j pi„,,,1"%2/23/23
m
00
z
o
Q
w
o
u
N
N
�
N
w
J
z
w
a
�
o
SHEET:
AMA

K
rn FINAL APPROVAL 3/l/2023
t�
rnmmU PROJECT NUMBER: LDGEN-202
ENIS I EERING
PCSO DET NTION / DRAINAGE PLAN
ER ION CONTROL
U N FORESTRY
TREE RDIN NCE
CDO 1
NOTE: THIS
INCLUDE CH
INFORMATIO
OR VISIT htt
LAN APPROVAL DOES NOT
RLOTTE WATER. FOR MORE
, PLEASE CALL 704-336-5499
://charlottewater.org
NOTE: THIS
LAN APPROVAL DOES NOT
INCLUE E CO
MERCIAL ZONING. ALL BUILDI14G
PERMI S AN
ZONING APPROVALS CAN BE 7 25
OBTAIN ED A
MECKLENBURG COUNTY CODE
ENFOR EME
T PLEASE CALL CTAC AT
704-31 -CO
E(2633) FOR MORE INFORMATION.
NOTE: CHE
ULE PRE -CONSTRUCTION MEET NG
AT LEAST 48
HRS. PRIOR TO ANY LAND
DISTURBING
ACTIVITY USING THE ONLINE
FORM FOUND
AT http://charlottenc.gov/ld
Brendan M Smith
Patrick Storz
Miri� --- �-ll-�---�---
Isaic-
1� SEE DRAWING NO. 7001-110-275 FOR ADS N-12 &
HANCOR DUAL WALL BELL INFORMATION
O2 - SEE DRAWING NO. 0110-601-010 FOR GASKETED SWR
BELL INFORMATION
3 - SEE DRAWING NO. 7003-110-031 FOR WATER TIGHT
O SWAGE JOINT DETAIL
4 - DIMENSIONS ARE FOR REFERENCE ONLY
ACTUAL DIMENSIONS MAY VARY
5 - DIMENSIONS ARE IN INCHES
14.50
THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH
DRAWN BY EBC
MATERIAL
NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT
OR POSSESSION OF THIS PRINT DOES NOT CONFER,
DATE 9.14.06
PVC
TRANSFER OR LICENSE THE USE OF THE DESIGN OR
TECHNICAL INFORMATION SHOWN HEREIN
APPD BY CJA
PROJECT NOJNAME
REPRODUCTION OF THIS PRINT OR ANY INFORMATION
CONTAINED HEREIN, OR MANUFACTURE OF ANY
DATE 9.14.06
ARTICLE HEREFROM FOR THE DISCLOSURE TO OTHERS
IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN
PERMISSION FROM NYLOPLAST.
DWG SIZE A
SCALE 1:6 SHEET 1 OF 1
0899CGBL
3130 VERONA AVE
BUFORD, GA 30518
11 PHN 770 932.2443
Nyloplast FAX [phone]
www.nyloplast-us.com
TITLE
12 X 6 ADS N-12 I HANCOR DUAL WALL TEE
WITH GASKETED SWR BELL
DWG NO. 1262AG REV A
1� SEE DRAWING NO. 7001-110-275 FOR ADS N-12 &
HANCOR DUAL WALL BELL INFORMATION
O2 - SEE DRAWING NO. 0110-601-011 FOR GASKETED SWR
BELL INFORMATION
3 - DIMENSIONS ARE FOR REFERENCE ONLY
ACTUAL DIMENSIONS MAY VARY
4 - DIMENSIONS ARE IN INCHES
O1 19.00 1
THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH
DRAWN BY EBC
MATERIAL
NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT
OR POSSESSION OF THIS PRINT DOES NOT CONFER,
DATE 9.19.06
PVC
TRANSFER OR LICENSE THE USE OF THE DESIGN OR
TECHNICAL INFORMATION SHOWN HEREIN
APPD BY CJA
PROJECT NO.INAME
REPRODUCTION OF THIS PRINT OR ANY INFORMATION
CONTAINED HEREIN, OR MANUFACTURE OF ANY
DATE 9.19.06
ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS
IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN
PERMISSION FROM NYLOPLAST.
DWG SIZE A
SCALE 1:8 SHEET 1 OF 1
8 IN - 36 IN MINIMUM ANGLE BETWEEN ADAPTERS
NYLOPLAST RISER EXTENSION: 29 AG
12" INCREMENTA
EXTENSION
4" ON BODY SIZES 12" - 24"
6" ON BODY SIZES 30"
FIELD GLUE JOINT
12" INCREMENTA
EXTENSION
FIELD GLUE JOINT
12" INCREMENTAL
EXTENSION
3" ON BODY SIZES 8" & 10"
FIELD GLUE JOINT
it 40
3130 VERONA AVE 1. NYLOPLAST RISER JOINTS SHALL BE FIELD INSTALLED USING THE THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY CJA MATERIAL
" BUFORD, GA 30518 GUIDELINES OUTLINED IN ASTM D2855. NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT
PHN [phone] 2, PVC CEMENT USED SHALL MEET THE REQUIREMENTS OF ASTM OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 9.18.00
FAX [phone]
Nyloplast ( ) D2564. TRANSFER, OR LICENSE THE USE OF THE DESIGN OR
www.nyloplast-us.com 3. PVC PRIMER USED SHALL MEET THE REQUIREMENTS OF ASTM F656. TECHNICAL INFORMATION SHOWN HEREIN REVISED BY NMH PROJECT NOJNAME
TITLE REPRODUCTION OF THIS PRINT OR ANY INFORMATION
15 X 15 ADS N-121 HANCOR DUAL WALL TEE CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 3.22.18
WITH GAKETED SWR BELL ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS
IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN
DWG NO. 1566AG REV A PERMISSION FROM NYLOPLAST. ©2012 NYLOPLAST DWG SIZE A SCALE 1:20 SHEET 1 OF 1
THIS CHART DOES NOT APPLY WHEN USING AN ENVIROHOOD OR ADD -A -BRANCH
ADAPTER SIZE
8" BASIN
10" BASIN
12" BASIN
15" BASIN
18" BASIN
24" BASIN
30" BASIN
36" BASIN
4" - 4"
700
550
500
T 42°
35°
25°
240
200
1/4-20 X 1 1/4" LONG FLAT HEAD CAP SCREW
4" - 6"
75°
70°
55°
47°
40°
290
25°
240
(ALLEN HEAD)BRASS
4"-$"
1000
800
65°
551,
450
350
2$0
270
4" - 10"
-
950
750
620
52°
40°
320
30°
4"-12"85°
700
55°
450
400
3304"
- 15"
-
-
800
65°
51°
440
38°
K(4
4" - 18"
-
-
-
76"
600
500
44°4"
- 24"
-
-
750
620
5504"-
30"
-
-
-
-
-
750
73°
411- 36"-
-
-
-
-
-
-
74°
6"- 6"
900
75°
65°
550
44°
330
300
27°
a
o
6" - 8"
1151,
851,
750
630
51 °
39"
340
30°
DRILL 0.281 HOLE
8" BRONZE GRATE
6" - 10"
1050
85°
700
55°
430
380
330
THRU 2 PLACES
6" - 12"
-
-
95°
750
63°
480
450
36°
6" - 15"
-
-
860
720
560
480
410
fi" 18"
-
-
84°
63"
551,
470
8" DUCTILE IRON GRATE LOCK BAR
6" - 24"
_
_
770
660
52"
6" - 34"
750
76°
6" - 3611
76°
8" 8"
1651,
901,
801,
700
551,
440
35°
33°
114-20 X 112" LONG SOCKET HEAD CAP SREWS
(ALLEN HEAD) BLACK STEEL
811 - 1 Q1,
1150
881,
76°
63°
480
450
361,
2 PLACES
8" - 12"
-
-
102°
830
701,
52°
480
40°
8" - 15"
-
-
-
95°
780
600
550
440
8" - 18"
-
-
901,
700
601,
500
8" - 24"
-
-
-
820
700
62°
8" - 30"
-
-
-
-
Ball
690
8" - 36"
-
-
-
-
-
-
-
75°
10" - 10" -
-
1600
901,
820
701,
530
48°
400
10" - 12"
-
-
1150
85°
75°
580
500
43°
THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH
3130 VERONA AVE
10" 151,
-
1 030
851,
650
580
47°
DRAWN BY CJA
MATERIAL
NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT
"
BUFORD, GA 30518
1011 _ 181,
-
-
97°
720
650
530
OR POSSESSION OF THIS PRINT DOES NOT CONFER,
DATE 12.15.04
PHN [phone]
TRANSFER, OR LICENSE THE USE OF THE DESIGN OR
Nyloplastr
FAX [phone]
10" - 24"
-
-
880
750
65°
TECHNICAL INFORMATION SHOWN HEREIN
REVISED BY EBC
PROJECT NOJNAME
www.nyloplast-us.com
a„ - 3Q„
-
-
-
_
-
$�°
72°
REPRODUCTION OF THIS PRINT OR ANY INFORMATION
TITLE
CONTAINED HEREIN, OR MANUFACTURE OF ANY
ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS
DATE 2.22.10
8 IN BRONZE LOCKING GRATE ASSEMBLY
1011 36"
-
-
84°
IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN
1211. 12"
1500
900
820
640
560
460
PERMISSION FROM NYLOPLAST. ©2010 NYLOPLAST
DWG SIZE A
SCALE 1:6 SHEET 1 OF 1
DWG NO. 7001-110-143
REV B
12" - 15"
-
-
112°
87°
691,
601,
510
12"- 18"
-
-
-
102°
780
680
57°
12" - 24"
-
-
920
800
681,
12". 30"
-
-
-
-
-
900
76°
12" - 36"
-
-
-
-
-
860
15" - 151,
-
-
1501,
901,
770
690
551,
15"-18,1
-
-
-
1100
840
750
610
1511- 2411
-
-
-
-
980
850
72°
15" - 30"
-
-
-
-
961,
851,
15" - 36"
-
-
940
18" - 181,
-
-
1501,
900
780
670
18" - 24"
-
-
-
1080
880
75°
18" - 30"
-
-
-
-
1000
870
18" - 36"
-
-
-
-
-
1000
24" - 24"
-
-
1500
90°
85"
24" - 30"
-
-
-
-
1150
991,
24" - 36"
_
_
_
_
-
1120
CONCRETE POURED INTO BOTTOM OF STRUCTURE,
3011- 3011
-
-
1500
1160
UP TO INVERT ELEVATION TO ELIMINATE SUMP.
30" - 36"
-
,
-
1340
36" - 36"
-
-
-
-
-
165"
4" ON BODY SIZES 12" - 24"
6" ON BODY SIZES 30" & 36"
3130 VERONA AVE
BUFORD GA 30518
11 PHN [phone]
Nyloplast FAX [phone]
www.nyloplast-us.com
TITLE
8 IN - 36 IN RISER EXTENSION
DWG NO. 7001-110-065 REV E
THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH
DRAWN BY CJA
MATERIAL
3130 VERONA AVE
THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH
DRAWN BY EBC
MATERIAL
3130 VERONA AVE
HAS PROPRIETARY RIGHTS. THE RECEIPT
GA 30518
BUFA/Am
LOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT
D, GA 30518
Apw
OR POSSESSION OF THIS PRINT DOES NOT CONFER,
ORNYLOPLASTPOSSESSION
DATE 3-10.00
PHNO(70) 932 2443
ORD,
POSSESSION OF THIS PRINT DOES NOT CONFER,
DATE 2-14.06
PHN (7 0) 9 2-2443
TRANSFER, OR LICENSE THE USE OF THE DESIGN OR
Nyloplast FAX [phone]
TRANSFER, OR LICENSE THE USE OF THE DESIGN OR
Nyloplast L: FAX [phone]
TECHNICAL INFORMATION SHOWN HEREIN
www.nyloplast-us.com
TECHNICAL INFORMATION SHOWN HEREIN
www.nyloplast-us.com
REVISED BY NMH
PROJECT NO.INAME
REVISED BY EBC
PROJECT NO.INAME
TITLE
TITLE
REPRODUCTION OF THIS PRINT OR ANY INFORMATION
REPRODUCTION OF THIS PRINT OR ANY INFORMATION
CONTAINED HEREIN, OR MANUFACTURE OF ANY
ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS
DATE 4.16-19
8 IN - 36 IN MINIMUM ANGLE BETWEEN ADAPTERS
CONTAINED HEREIN, OR MANUFACTURE OF ANY
ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS
DATE 3.6.10
8 IN - 30 IN STRUCTURE WITH CONCRETE IN SUMP
IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN
PERMISSION FROM NYLOPLAST. ©2010 NYLOPLAST
IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN
PERMISSION FROM NYLOPLAST. ©2010 NYLOPLAST
DWG SIZE A
SCALE 1:1 SHEET 1 OF 1
DWG N0. 7001-110-D12 REV A
DWG SIZE A
SCALE 1:12 SHEET 1 OF 1
DWG N0. 7001.110-182 REV D
F-
F-
W
Z
LLj
Z
w
O
0
O
U
U
w_jo�
U
J
()
O
O
Ld
a�Ld
w
w
w
Of�of
w
w
Z
O L;-i
N
(14
N
cV
Q
V)04
\
\
04
o
Lu
O
Lu
cV
W
~
bZ
b
s
r l
v
O M
t
[
�
3-I
U
•�
o
L
a�
C
0)
C
w
V
I —I
>�
ca
� N
0
N U
L
a
o
0
L
N
3
O
t6
_0p
ro L_
J
Q
0ro
U
<
LJJ
w
E O�
Q
L
ruz
U
O L-
L/-)
U
m
m
z
o
Q
w
�
2
0
V
rQ
N
Lf)
I—
N
w
J
Z
Lu
a
�
o
SHEET:
DS

Gun
rn FINAL APPROVAL 3/1/2023
LOTTE_ PROJECT NUMBER: LDGEN-2022-00011
EN INEERING
PCSO DETENTION / DRAINAGE PLAN
ER SION CONTROL
UR AN FORESTRY
TREE ORDINANCE
CDOT
NOTE: THIS PLAN APPROVAL DOES NOT
INCLUDE CHARLOTTE WATER. FOR MORE
INFORMATION, PLEASE CALL 704-336-5499
OR VISIT http://charlottewater.org
NOTE: THIS PLAN APPROVAL DOES NOT
INCLUDE COMMERCIAL ZONING. ALL BUILDING
PERMITS AND ZONING APPROVALS CAN BE
OBTAINED AT MECKLENBURG COUNTY CODE
ENFORCEMENT. PLEASE CALL CTAC AT
704-314-CODE(2633) FOR MORE INFORMATION.
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
0
SD
Brendan M Smith
Patrick Storz
Miriam Cattabriga
Isaiah Washington
SD
0U \
PIPE (F
DENBIGH DRIVE
60' PUBLIC R/W
❑U N/F
b SU �U BENJAMIN C SIMON
Cp ' i DB 34998 PG 504
N/F
HOLLY H ALEXANDER and
FRED C ALEXANDER III
DB 24786 PG 444
RIM=668.35'
0u OI
INV=662.75j(")
-U-
❑X
X
❑U
\ \
ou I
\ X
PIPE (F)
v� 9v
668.5' X
-
�
`\
Cp
/
/
\ � A
� �
, SSMH
\
� RIM=666.7'
INV=664.6' (8")
o
n /
IN g
45' REAR YARD (R-3 ZONING)
JEFFREY ENDUNHAM and
I
/
/ /
\ \ \ \ \ - -
\ \x
CARRIE B DUNHAM
DB 34845 PG 497
II i I
/
TOTAL AREA
/
�//
67,440 sq. ft.
1_548 acres
AREA IN R/W-
�I
5,975 sq. ft. ---�
\
0.137 acres `\
\\ I
o
NET AREA �� \
61,465 sq. ft. \\
\\ m�\\
I""
1.411 acres `\
`\ D
of
❑
NMFS
21.8'
I
v
/
\ , -674- - `\
g
I
/
,�
\
X 674.2' `vIla
��
5.0'
II
i'
\ X 673,6
X\ I
GARAGE
N
\
I
\
\
I
s.o'
1
`� 674.0' X
`\\ I
�I I
\\
`,
14.2'
X 673.8'
I
rn
PD
\
I
W
6'4
\
/
u C
CA
O
I I
\
SCREENED
-674- / \
I
rn
27.7'
DECK
DECK
/
\ - ' - -6 74-
l `I
❑
cO
v
/
�\ \
\
'
❑
o
c4
X £'lL
N/F
g.:
�+
9.1,
XC
ROBERT B ANDERSON and
\
�.
X 674.4'
JEAN P ANDERSON
\
X 674.8
DB 33736 PG 547
\
I
TWO STORY
X
22.0'
SINGLE FAMILY
tr'aa
s.2'
N
v
W
DWELLING Ln
L.
FFE=675.69'
c'
''
/
N/F
JOHN C BROWN and
\
48.5'
/ '
HELEN MARIE
DB 5992 PG 825
y� �..
$.2'
N
v
v
674.5' /
b"LZ. ;
26.7'
0
48.5'
25.3'
X 6 7 4.2'
o
#4b (F)
X
C
I
CA
m
\
I,
iA
>
A
aj
\
/
m
N/F
$
1
v
RODGER AZADGANIAN and
I
Ln
\ \ 1
I
\
AMY RENEE TROUTMAN
\ I
DB 34940 PG 254
L.
I
SD
=-2 U
SA4.49'5>_
52.01'
MAG (S) 0-
SD SD
30 SETBACK (R-3 ZONING)
/ 1
0
SD
ZO SD
-Qj'� _
\
\ SD -
\ti� SD
SD
'90\ "0.,Rs�
\
\
\ BENCHMARK
MAG (S)
ELEVATION
=675.6'
SCALE: 1 " = 20 '
0' 20' 40'
VICINITY MAP
n.t.s.
NOBS & REFERENCES:
REFERENCES:
PARCEL #20914128
N/F DONALD G HALL and CAROLINE H HALL
DB 15292 PG 525
THE FOLLOWING DOCUMENTS WERE CONSIDERED IN THE
PREPARATION OF THIS SURVEY:
DB 2055 PG 279 (RESTRICTIONS)
DB 32032 PG 556 (RESTRICTIONS AMENDMENT)
MB10PG177
MB 62 PG 512
ELEVATIONS ARE REFERENCED TO NAVD 1988 AND WERE
DETERMINED BY GPS OBSERVATIONS.
THIS PROPERTY MAY BE SUBJECT TO EASEMENTS AND/OR
RIGHTS -OF -WAY EITHER RECORDED OR IMPLIED.
LEGEND
O
PROPERTY CORNER
(F)
FOUND
S)
SET
#4b
No. 4 REBAR
#5b
No. 5 REBAR
MAG
SURVEY NAIL
NMFS
NO MONUMENT FOUND OR SET
R/W
RIGHT OF WAY
-SD-
STORM DRAIN
-S-
SANITARY SEWER
-OU-
OVERHEAD UTILITIES
-X-
FENCE
rob
UTILITY POLE
QS
SANITARY SEWER MANHOLE
DROP INLET
DI
CATCH BASIN
®
F E M A- F I R.M INFORMATION
COMMUNITY NUMBER: 370159 MAP NUMBER:3710455000K
EFFECTIVE DATE:02/19/2014 ZONE: X (OUT)
CURVE TABLE
CURVE
RADIUS
LENGTH
CHORD
BEARING
DELTA
C1
2914.77
210.19
210.14
S 32°02'59" W
4°07'54"
C2
2548.77
198.64
198.59
S 33°03'34" W
4°27'56"
C3
2578.77
199.69
199.64
S 32°57'27" W
4*26'12"
REV. 1 09/08/22 1 JTE I ADD INVERTS & GUY WIRE
Lucas -Forman
SD _ `■ Incorporated
L' Land Surveying
Planning & Engineering
N.C. License C-1215
4000 Stuart Andrew Boulevard
Charlotte, North Carolina 28217
P.O. Box 11386 28220-1386
[phone] Fax [phone]
email: [e-mail]
THIS
DOCUMENT WAS
ORIGINALLY ISSUED
AND SEALED BY
ARTHUR F. FORMAN
L- 3141
ON:
09/08/2022
THIS MEDIA
SHALL NOT BE CONSIDERED
A CERTIFIED DOCUMENT
TOPOGRAPHICAL SURVEY
OF
3014 CARMEL ROAD
FOR
KELLY KULLICK
SURVEYED BY
DESIGNED BY
DRAWN BY
DATE
D.M.M.
J. T. E.
10/30/20
CHECKED BY
JOB NUMBER
TOPO FILE NUMBER
20234
�
�2
w
w
z
Lv
0
o
U
0
w_jo_j
U
Cj
U
o
d
w
d
w
viof
Ld
I
Z
O I; iCq
N
N
N
I-
")
o
LU
0
\
LU
N
L
~'
bA
r 1
p
Z
O
"? M
O
s
W
r l
v
�Y
O M
t
[
U
•�
o
bA
�
L
W
0)
C
w
I -I
n
ca
� N
0
yZEj
Con
G`3
r v
L
�
a
U
o
0
\
c
3
0
>�
z
Z
0
Q
-0
�U
'-'
z
w
E0
0
0 z
(Urri�
z_
C) O
m �
�
U
W
i
m
00
z
o
Q
i2L
�z
w
�
2
0
U
N
N
�
�
N
w
J
z
w
a
�
o
SHEET:
EX1