NCC220944_ESC Approval Submitted_20220307

Barry Fay
From: [e-mail]
To: [e-mail]
Subject: Plan Review Completed - Plans Approved for LDUTOD-2020-00064
"Please be advised that Foster Apartments, LDUTOD-2020-00064 has been reviewed and approved by the City of
Charlotte.
To obtain the approved plans, please visit Accela Citizen Access (https://aca-prod.accela.com/CHARLOTTE) and enter
LDUTOD-2020-00064 in the Search box. Approved plans are available for download in the ""Attachments"" section of
record LDUTOD-2020-00064.
Please do not reply to this e-mail as it is auto -generated and will not be answered. If you have any questions please
contact Land Development customer service at 704-336-6692."

�!
CHAT
.III FINAL APPROVAL 7/14/2021
E I'I. PROJECT NUMBER: LDUTOD-2020-00064
ENGINEERING
PCSO / DETENTION / DRAINAGE PLAN
EROSION CONTROL
URBAN FORESTRY
TREE ORDINANCE
CDOT
PLANNING
UMUDD / MUDD / PED / TOD
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
Keith Schell
Justin Klein
Craig Robinson
Kevin Parker
N/A
CONTACTS
• iv
KIMBARK, LLC
417 E BLVD STE 205
CHARLOTTE, NC 28203
DEVELOPER
MSC PROPERTIES LLC
725 PARK CENTER DRIVE
MATTHEWS, NC 28105
704-814-7536
ATTN: MARSHALL MACON
[e-mail]
CIVIL ENGINEER:
BARRY M. FAY, PE
AMERICAN ENGINEERING ASSOCIATES - SOUTHEAST, PA
8008 CORPORATE DRIVE
SUITE 110
CHARLOTTE, NC 28226
704-375-2438
[e-mail]
SURVFYOR-
ANDREW B. BAKER
R.B. PHARR & ASSOCIATES, P.A.
420 HAWTHORNE LANE
CHARLOTTE, NC 28204
704-376-2186
[e-mail]
9
ES
Q hz1EA9jRfi7414 is
201 FOSTER AVENUE
CHARLOTTE, NC 28217
PARCEL I D 147021211 14702122
Zoning: TOD-uc
�o
G,y
49
INTERSTATE
77 odSti
YQ
2�
SITE �4:9,
f�
New Bern
C�d�t Station
on Ra
LOCATION MAP
Not to Scale
INDEX OF DRAWINGS
COVER SHEET
EXISTING CONDITIONS AND DEMOLITION PLAN
CITE ICI A AI
J I 1 L 1 Lri l l
SIGHT DISTANCE PROFILE
EROSION AND SEDIMENT CONTROL PH1
EROSION AND SEDIMENT CONTROL PH2
EROSION AND SEDIMENT CONTROL DETAILS
GRADING PLAN
DRAINAGE AREA MAP —
CROSS SECTIONS
STORM DRAIN PROFILES
STORM DRAIN DETAILS -
UTILITY PLAN
UTILITY DETAILS
LANDSCAPE PLAN
LANDSCAPE NOTES & DETAILS
SITE DETAILS
SITE DETAILS
SITE DETAILS
NCG01- GROUND STABILIZATION
NCG01- SELF INSPECTION
NOTE:
DRAWING NO. ORIGINAL DATE
1.) CONTRACTOR TO MAINTAIN RECORD DRAWINGS OF ALL CHANGES
THROUGHOUT CONSTRUCTION. AFTER PROJECT COMPLETION THESE
DRAWINGS SHALL BE TURNED OVER TO THE OWNER'S REPRESENTATIVE.
C1.0
C2.0
C3.0
C3.1
XEI
C4.1
C4.2
C5.0
C5.1
C5.2
C5.3
C5.4
owl
C6.1
C7.0
C7.1
C8.0
C8.1
6/10/21
6/10/21
6/10/21
4/5/21
4/5/21
4/5/21
4/5/21
6/10/21
4/5/21
4/5/21
6/10/21
4/5/21
6/10/21
6/10/21
6/10/21
4/5/21
4/5/21
4/5/21
4/5/21
..�� IL -
q% s
33046
)
1V
T
WCIO
O
ai N
CO
V^^V
L)
4-) ICI
�1
0
rrO
F+I �
•--1 0
CQ 0
\�^
�W
L)
V1
�TO
1�
MODIFICATION LOG
JOB NUMBER: C200023
CHECKED BY: BMF
DRAWN BY: BHE
DATE: 11-24-20
�99S_o # w�11=1
Z a 00
a N
a�� N CV)
W U)
LV ._ .01
�L
Qo
�L
QWN V N
C 4; N
w oz
.2 U
0
(D00=
E �p L
QaoU
COVER SHEET
*** 3 Days Before Digging ***
North Carolina 811
811 or1-800-632-4949
Remote Ticket Entry
http://nc811.org/remoteticketenhy.htm
SHEET: ciao

■
CHAI
►III FINAL APPROVAL 77T472021
INV-708 44
PROJECT NUMBER: LDUTOD-2020-00064
ENGINEERING
PCSO DETENTION/ DRAINAGE PLAN
EROSION CONTROL
U
BAN FORESTRY -
TREE
RDINANCE
OT
C
PLANNING
UMUD
/ MUDD / PED / TOD
NOTE:
HIS PLAN APPROVAL DOES NOT
INCLU
E CHARLOTTE WATER. FOR MORE
INFO
ATION, PLEASE CALL 7047336=
VISIT
tj�p:L/chaNsettewat org'`',
NOTE: Fd" SLAW APPROVAL DO SI DT - SS
INCLU E COMMERCIAL ZONING.WALL B1JItWNG
PERMITS AND ZONING APPROVALS CABE
0BTAINrV AT-14ECK-L-EIN C(1l ��TnpE _
ENFORCEMENT. PLEASE CALL CT AT
704-314-CODE(2633) FOR MORE I FORMATION.
NOTE:
HEDULE PRE -CONSTRUCTION EETI
AT LE
T HRS. PRIOR TO ANY AND
DISTU
BIN IVITY USING THE 0NLINE,
FORM
OUND A `http://charlotten .govAd
Keith Schell \ \
Justin KLein R/W
rniiv ROf�i sOn -B -
-G S 6 WM INSIDE SMH i /
-❑E--❑E-` ,DE -G -G 38' DEEP
FOSTER AVENUE
R/W 50' PUBLIC R/W o
R/W - - R/W - - SIC, E,
\o .
fin
Parker"", 24� I/alley Curb
--
�D
,Kb
5
9
--❑E- P'
,
o¢" V Ifey
Al
IN�-7
=706.47
706.23
❑E -
-
OE
N/
of
/;�SMH
L RIM=�08.87
-A
n
G 709. 9\
3
SSMH
v
2 4
OUT 701.78
ale Curb �
N 7 2
o T 34
\ a
BORE HOLE
M
I N 0 8 2
❑E OE_-0
W-1 W--
,Y®ungblood St.
i
Concrete z6-
i6 Metal
Drum
6-
6
a
34.6'
FFE-707.67
\ HE\T-2 9
\ \
curb
Ile
2 ❑ //
\ �\ RE
sV /
\ ARE
/
a�
\� TEMPORARY
CONSTRUCTION
x ENTRANCE ( P.)
Party Well Agreement -
D.B. 5596, PG. 963
\ / FEE- 715.91 E3
1-Story Metal l
#211, 215 DISTURBED AREA:
1.00 ACRE -Story /
� -stoBack . ,
Fred S. Gutuick t ; / TS Newbem LLC
D.B. 5683, PG. 608 # 99 / D.B. 26531, PG. 346
PIN. 147-021-41 w Concrete :: PIN.- 147-021-20
GRADING PERMIT IS REQ IRED FOR / / Lott
/ Fountains at New Bern
a
DISTURBANCE 1 OR MOR ACRES w"Ju m. ./. y M.B. 55, PG. 579
/ \ �
/ 'Py
�0 /
HOLE V
DEEP O�
R/
z4 RCP-
mm
`- �A> 33.5" DEEP OUT=707 9E- 4
W SS W W - -SS �S \ S TERR S ,W ' TBM 71 5
-
W - W --w\ V -SS- �- ss- -r w -
6 WATTR aflw -w --W- o�
- ,7 S54 2 R/W 3.32 1) F SF °° 6' 'ki
W
BLIND JUNCTION - R/W �- -
As halt INV IN 705.05
p INV OUT 704.6,5
Asphclt�OE�
r
�grete I ° N
3
Well
t St op
�50.3' c E < x' Asphalt
�.; o � m,4 St�pwp 6" wall
FFE-711.58 FFE-711.75 «
59.6'
\5
FEE =711.66 \FEE 711.64 FFE-715.93 HEIGHT-16.5'
-71 .
\\\\ Co
x
\\ \\ \\\\
L I LIMITS OF
/ DISTURBANCE (TYP.)
Asphalt
N Q
,.
� 50.3' -..
co M • m..w...„
Concrete m -
59.7'.... v -f --- -
18
.......m .....
A 3.0' 71I " � 15 " � ---
-
a �..
GR 7 w
OUT/705. . o;+t'•. w
/ \' o ra gee E semeC•t .Ito k.�HEEI�' Dull... I
\..
8,
a
t� 9
_7 - -
_ �u .v
M ! \ N56�13'23W 22'G`.34 ® �\®cB
..
GR-723.70
,- _ 3
DI \
.. ,,,,�! DI �J 48' RCP Storm Pipe May\Be Sub ect to r GR=716.06 \
48 RCP
\G 713 04
7055" Drama e Ea ement 4 o
9 SILTfENCE TYP. rt
OUT=UNAB LE —
N' TO MEASURE
.. u.. ......... ..... _ �------- � " \ LM P
City of Charlotte
,D.B. 14846, PG. 97
PIN. • 147-021-28
Tract I
Fridell Property -Map 1
M.B. 35, PG. 321
GRAPHIC SCALE
20 0 10 20 40
( IN FEET)
1 inch = 20 ft.
LEGEND:
EASEMENT
RIGHT-OF-WAY
-------
SETBACK
G
G
GAS LINE
CE
of of
OVERHEAD POWER LINE
ss
ss
EXISTING SANITARY SEWER PIPE
so
so
EXISTING STORM DRAIN PIPE
-UT-UT-TELEPHONE
LINE (UNDERGROUND)
w
w
WATER LINE
CATCH BASIN & PIPE
D
STORM DRAIN JUNCTION BOX & PIPE
Q ' ,
PROPOSED CONCRETE PAVEMENT
TP
TP
PROPOSED TREE PROTECTION FENCE
EROSION CONTROL LEGEND
LIMITS OF DISTURBANCE
TRIBUTARY AREA
-SF -o-o-SP - -0- TEMPORARY SUPER SILT FENCE
-SF -SF -SF -SF - TEMPORARY SILT FENCE
685
MAJOR PROPOSED CONTOURS
684
MINOR PROPOSED CONTOURS
635
EX. MAJOR CONTOURS
684
EX. MINOR CONTOURS
C.B./DI INLET PROTECTION
ROCK CHECK DAM
TEMPORARY CONSTRUCTION ENTRANCE
CONSTRUCTION SEQUENCE
1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM THE CITY OF CHARLOTTE ENGINEERING DEPARTMENT.
2. SET UP AN ON -SITE PRE -CONSTRUCTION CONFERENCE WITH EROSION CONTROL INSPECTOR OF THE CITY ENGINEERING
DEPARTMENT TO DISCUSS EROSION CONTROL MEASURES. FAILURE TO SCHEDULE SUCH CONFERENCE 48 HOURS PRIOR TO ANY
LAND DISTURBING ACTIVITY IS A VIOLATION OF CHAPTER 17 OF THE CITY CODE AND IS SUBJECTTO FINE.
3. INSTALL SUPER SILT FENCE AND INLET PROTECTION AS SHOWN. BLOCK OFF SITE ACCESS POINTS TO VEHICULAR TRAFFIC.
4. COORDINATE WITH THE CITY INSPECTOR TO ENSURE SUPER SILT FENCE AND INLET PROTECTION INSTALLATION IS SATISFACTORY
PRIOR TO BEGINNING DEMOLITION.
5. COORDINATE WITH CITY INSPECTOR UPON COMPLETION OF PHASE 1 DEMOLITION.
6. INSTALL ALL PERIMETER EROSION AND SEDIMENT CONTROL MEASURES.
7. CONTINUE CONSTRUCTION OF THE SITE TO COMPLETION.
8. UPON FINAL STABILIZATION OF THE SITE, THE CONTRACTOR SHALL CONTACT THE CITY INSPECTOR TO RECEIVE APPROVAL.
GENERAL CONSTRUCTION SEQUENCE NOTES:
• THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES.
• FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL MEET WITH EROSION CONTROL INSPECTOR PRIOR TO
COMMENCING WITH EACH PHASE OF EROSION CONTROL MEASURES.
• STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE.
• COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF ANY EROSION CONTROL MEASURE.
• ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N. C. EROSION AND SEDIMENT
CONTROL PLANNING AND DESIGN MANUAL, U. S. DEPT. OF AGRICULTURE, CITY OF CHARLOTTE EROSION CONTROL
ORDINANCE, AND THE CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL.
EROSION AND SEDIMENT CONTROL NOTES:
LOCATION MAP
Not to Scale
GENERAL NOTES
1. ALL MATERIALS, CONSTRUCTION, AND PLANS ARE TO COMPLY WITH CURRENT CITY OF CHARLOTTE
AND NCDEQ STANDARD SPECIFICATIONS AND DETAILS.
2. CONTACT NORTH CAROLINA ONE CALL SERVICE @ 811 OR 800-632-4949 AND CITY OF CHARLOTTE,
A MINIMUM OF 72 HOURS BEFORE DIGGING.
3. ANY SITE GRADING SHALL COMPLY WITH INTENT OF ORIGINAL DEVELOPMENT GRADING AND
DRAINAGE PLANS.
4. THE CONTRACTOR SHALL VERIFY ALL EXISTING STRUCTURES PRIOR TO CONSTRUCTION. ALL
DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER.
5. NO BMPS SHALL BE PLACED ON ADJACENT PROPERTY WITHOUT THE WRITTEN CONSENT OF THE
PROPERTY OWNER AND THE CITY OF CHARLOTTE.
6. THE NCDEQ EROSION CONTROL MANUAL AND CITY OF CHARLOTTE STANDARDS SHALL BE USED AS
A GUIDELINE FOR IMPLEMENTATION AND MAINTENANCE OF BMPS. THE FOLLOWING BMPS:
• SURFACE ROUGHENING
• STABILIZED CONSTRUCTION ENTRANCE
• SILT FENCE
• HARDWARE FABRIC AND STONE INLET PROTECTION
• CHECK DAMS
• TEMPORARY SEEDING
• PERMANENT SEEDING
• MULCHING
• SOD
1.
IF NECESSARY, SLOPES WHICH EXCEED EIGHT (8) FEET SHOULD BE STABILIZED WITH SYNTHETIC OR
21.
SHOW BMP MEASURES FOR CONCRETE TRUCK WASHOUT AREA, OR ADD THE FOLLOWING NOTES:
VEGETATIVE MAT, IN ADDITION TO HYDROSEEDING. IT MAYBE NECESSARY TO INSTALL TEMPORARY SLOPE
DRAINS DURING CONSTRUCTION. TEMPORARY BERMS MAY BE NEEDED DAILY UNTILTHE SLOPE IS
CONCRETE TRUCKS SHALL NOT TYPICALLY BE WASHED OUT ON SITE. IF CONCRETE TRUCK WASHOUT IS
BROUGHT TO GRADE.
PERMITTED ON SITE, COORDINATE LOCATION AND BMP'S WITH SITE INSPECTOR.
2.
STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE
DO NOT DISPOSE OF CONCRETE TRUCK WASHOUT WASTE BY DUMPING INTO A SANITARY SEWER,
CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN
STORM DRAIN OR ONTO SOIL OR PAVEMENT THAT CARRIES STORM WATER RUNOFF.
FOURTEEN (14) DAYS AFTER WORK HAS CEASED, EXCEPT AS STATED BELOW:
CONCRETE TRUCK WASHOUT SHALL BE DISPOSED OF IN ACCORDANCE WITH THE FOLLOWING:
ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3
HORIZONTAL T01 VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION
DESIGNATED AREA THAT WILL LATER BE BACKFILLED SLURRY PIT
( )
WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM
DESIGNATED AREA WHERE CONCRETE WASH CAN HARDEN AND BE DISPOSED OF AS SOLID WASTE.
THE LAST LAND -DISTURBING ACTIVITY. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED
LOCATION THAT IS NOT SUBJECT TO WATER RUNOFF AND MORE THAN 50 FEET AWAY FROM A
TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN
STORM DRAIN, OPEN DITCH, OR RECEIVING WATER WAY.
ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY.
PUMP EXCESS CONCRETE IN CONCRETE PUMP BIN BACK INTO CONCRETE MIXER TRUCK.
CONCRETE WASHOUT FROM CONCRETE PUMPER BINS CAN BE WASHED INTO CONCRETE PUMPER
3.
ALL CUT AND FILL SLOPES AND CHANNEL SIDE SLOPES WHICH ARE NOT TO BE PAVED SHALL BE SEEDED
TRUCKS AND DISCHARGED INTO DESIGNATED WASHOUT AREA OR PROPERLY DISPOSED OF
UNTIL A GOOD STAND OF GRASS IS OBTAINED IN ACCORDANCE WITH THE SEEDING SCHEDULE ON SHEET
OFFSITE.
C8.5. ALL SEEDING WILL BE MULCHED.
22.
ALL CHEMICAL SPILLS, OIL SPILLS, OR FISH KILLS MUST BE REPORTED TO NCDEQ- CALL THE 24-HOUR
4.
ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED EVERY SEVEN (7) DAYS AND WITHIN
EMERGENCY RESPONSE LINE AT 1-800-858-0368.
24 HOURS AFTER EACH RAINFALL OCCURRENCE THAT EXCEEDS ONE-HALF (0.5) INCH. IF SITE INSPECTIONS
IDENTIFY BMPS THAT ARE DAMAGED OR NOT OPERATING EFFECTIVELY, MAINTENANCE MUST BE
23.
TEMPORARY TOILET FACILITIES SHALL BE PROVIDED FOR ALL CONSTRUCTION WORKERS AND SITE VISITORS
PERFORMED AS SOON AS PRACTICABLE OR AS REASONABLY POSSIBLE AND BEFORE THE NEXT STORM
IN ACCORDANCE WITH 2O06 INTERNATIONAL PLUMBING CODE GENERAL REGULATIONS, SECTION 311.
EVENT WHENEVER PRACTICABLE.
PORTABLE FACILITIES SHALL BE PLACED ON LEVEL GROUND AND AWAY FROM STORM DRAINAGE SYSTEMS
(DITCHES, CATCH BASINS, ETC.). DISPOSAL AND HANDLING OF SANITARY WASTE MUST COMPLY WITH
5.
IF WATER IS ENCOUNTERED WHILE TRENCHING, THE WATER SHOULD BE FILTERED TO REMOVE ANY
STATE AND LOCAL REQUIREMENTS.
SEDIMENTS BEFORE BEING PUMPED BACK INTO ANY STORMWATER SYSTEMS, WATER COURSES AND
WATERS OF THE STATE (WOS) OR WATERS OF THE UNITED STATES (WOU.S.).
24.
FINAL GRADES FOR GRASSED AND LANDSCAPED AREAS SHALL REQUIRE A MINIMUM OF 4-61 OF CLEAN TOP
SOIL, FREE OF DEBRIS AND CONTAMINANTS, AND PREFERABLY OF NATIVE ORIGIN.
6.
ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION
UNTILTHE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN
25.
SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED.
STABILIZED. ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO
CONTROL EROSION AND/OR OFFSITE SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES SHALL BE
26.
APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD
REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED.
CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED
PROPERTY OWNERS.
7.
THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD ONTO PAVED
ROADWAY FROM CONSTRUCTION AREAS AND THE GENERATION OF DUST. THE CONTRACTOR SHALL DAILY
27.
IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 0.5% SLOPE ON THE CURB.
REMOVE MUD/SOIL FROM PAVEMENT, AS MAY BE REQUIRED.
28.
SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT-OF-WAY IF DEEMED
8.
ALL CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT THE SITE VIA THE CONSTRUCTION ENTRANCE.
NECESSARY BY THE INSPECTOR.
9.
EXCAVATED MATERIAL FROM TRENCHES SHALL BE PLACED ON THE UPGRADE SIDE OF THE TRENCH TO
29.
CURB AND GUTTER SHOWN ON PLANS ALONG NORTH COLLEGE STREET MAY BE ADJUSTED BASED UPON
ALLOW MATERIAL TO ERODE INTO THE TRENCH. CONSTRUCTION MAINTENANCE AND REMOVAL OF ALL
FIELD STAKING BY CITY ENGINEERING. ASSOCIATED STORM DRAINAGE MAY ALSO REQUIRE MODIFICATION
EROSION CONTROL DEVICES ARE THE RESPONSIBILITY OF GRADING CONTRACTOR UNLESS OTHERWISE
BASED UPON FIELD CONDITIONS.
NOTED.
30.
THE DEVELOPER SHALL CONTACT THE CHARLOTTE DEPARTMENT OF TRANSPORTATION (GUS JORDI,
10.
THE EROSION CONTROL MEASURES SHOWN ON THIS DRAWING ARE RECOMMENDED AT A MINIMUM.
704-336-7086) TO IDENTIFY ANY CONFLICTS WITH TRAFFIC SIGNALIZATION EQUIPMENT. 60- 90 DAYS WILL
ACTUAL MEASURE NECESSARY FOR CONTAINMENT OF RUN-OFF SHALL BE THE RESPONSIBILITY OF THE
BE REQUIRED TO COORDINATE RELOCATION. DEVELOPER SHALL BE RESPONSIBLE FOR ALL RELATED
CONTRACTOR AND BE FIELD VERIFIED.
RELOCATION COST AND/OR ANY REPAIR COST CAUSED BY THE CONTRACTOR/DEVELOPER.
11.
ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE
31.
CERTIFICATION AND STREET CUT PERMITS ARE REQUIRED FOR UTILITY CUTS ON CITY STREETS. ALLOW 7
OF THE CITY ENGINEERING DEPARTMENT.
DAYS PROCESSING FOR PERMIT. FOR INFORMATION CONTACT CHARLOTTE DEPARTMENT OF
TRANSPORTATION (704-336-4025) OR VISIT
12.
SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN 10, REQUIRE ADEQUATE
HTTP://WWW.CHARMECK.ORG/DEPARTMENTS/TRANSPORTATION/STREET+MAINTENANCE/HOME.HTM
TERRACING.
32.
ANY WORK WITHIN THE CITY'S R/W THAT REQUIRES CLOSURE OF THE SIDEWALK OR TRAVEL LANE FOR LESS
13.
A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE ACRE THAT WAS NOT
THAN 30 DAYS REQUIRES A R/W USE PERMIT. TRAFFIC CONTROL PLANS FOR ANY SIDEWALK OR TRAVEL
PREVIOUSLY APPROVED.
LANE CLOSURES MUST BE SUBMITTED AS PART OF THE R/W USE PERMIT REQUEST. TRAFFIC CONTROL
PLANS MUST BE IN ACCORDANCE WITH CDOT'S WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH) AND
14.
ON -SITE BURIAL PITS ARE NOT ALLOWED, UNLESS WRITTEN APPROVAL IS RECEIVED FROM THE OWNER AND
MUST BE REVIEWED AND APPROVED. CONTRACTOR SHALL CONTACT CDOT AT LEAST 5 BUSINESS DAYS IN
AN ON -SITE DEMOLITION LANDFILL PERMIT IS RECEIVED FROM THE ZONING ADMINISTRATOR.
ADVANCE OF BEGINNING OF WORK AT [phone].
15.
GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF
33.
RIGHT-OF-WAY CLOSURES LONGER THAN 30 DAYS REQUIRE A R/W LEASE AGREEMENT WHICH WILL
THE CITY/COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
INCLUDE THE SUBMITTAL OF A TRAFFIC CONTROL PLAN. TRAFFIC CONTROL PLANS REQUIRED THROUGH A
LEASE AGREEMENT MAYBE DIFFERENT FROM THE ONE REQUIRED DURING THE LAND DEVELOPMENT PLAN
16.
ALL "STD." NUMBERS REFER TO THE CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL.
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.
17.
DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF WAY MUST BE PRESENTED AT
CONTRACTOR SHALL CONTACT CDOT AT [phone].
PRE -CONSTRUCTION MEETING.
34.
CONSTRUCTION STAGING WITHIN CITY R/W LASTING MORE THAN 30 DAYS REQUIRES A R/W LEASE
18.
A PREWORK MEETING SHALL BE SCHEDULED WITH THE CITY INSPECTOR PRIOR TO CONSTRUCTION.
AGREEMENT. CONTRACTOR SHALL CONTACT CDOT AT [phone].
19. APPROVAL OF THE EROSION AND SEDIMENT CONTROL PLANS BY THE CITY OF CHARLOTTE GRANTS
COVERAGE TO THE DEVELOPMENT UNDER THE STATE OF NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES (NCDEQ) DIVISION OF WATER QUALITY (DWQ) GENERAL PERMIT
- NCG 010000 TO DISCHARGE STORMWATER UNDER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION
SYSTEM FOR CONSTRUCTION ACTIVITIES. THE FINANCIALLY RESPONSIBLE PARTY FOR THIS DEVELOPMENT IS
RESPONSIBLE FOR MEETING THE REQUIREMENTS OF THE GENERAL PERMIT. A COPY OF THE GENERAL
PERMIT IS AVAILABLE ONLINE THROUGH THE NCDEQ-DWQ WEB SITE
https:Hdeg. nc.gov/a bout/d ivisions/energy-m inera l-land-resources/energy-m inera l-la nd-permits/stormwater-permits/construction-sw
20. LITTER, CONSTRUCTION DEBRIS, OILS, FUELS AND BUILDING PRODUCTS WITH SIGNIFICANT POTENTIAL FOR
*** 3 Days Before Digging ***
IMPACT (SUCH AS STOCKPILES OF FRESHLY TREATED LUMBER) AND CONSTRUCTION CHEMICALS THAT
North Carolina 811
COULD BE EXPOSED TO STORM WATER MUST BE PREVENTED FROM BECOMING A POLLUTANT SOURCE IN
811 or 1-800-632-4949
STORM WATER DISCHARGES.
Remote Ticket Entry
http://nc8l l.org/remoteticketentry.htm
ssi''
33046
9)
4--)
W
co
O
O
O
W 0
^�
W
�
F-�-1
MODIFICATION LOG
JOB NUMBER: C200023
CHECKED BY: BMF
DRAWN BY: BHE
DATE: 11-24-20
688E-0 # INiJI_4
Z < °°
11 N
a • N C)
^1 3 0
W U)
N N
o
Q
N V N
Q LU a)S 4; N
CM U
W oZ
C13U
O
N 00 N
E C) NE L
< cc)
EROSION AND
SEDIMENT
CONTROL PH 1
SHEET: C490

■
CHAI
►III FINAL APPROVAL 77T472021
INV-708 44
l[LOT 11., PROJECT NUMBER: LDUTOD-2020-00064
I \
ENGINEERING
PCSO DETENTION/ DRAINAGE PLAN
EROSION CONTROL
U
BAN FORESTRY -
TREE
RDINANCE
C
OT
PLANNING
<.
UMUD
/ MUDD / PED / TOD
NOTE: HIS PLAN APPROVAL DOES NOT
INCLU E CHARLOTTE WATER. FOR MORE
INFO ATION, PLEASE CALL 704-336-
visrrittp://charlottewater.org
NOTE: THIS SLAW=APPROVAL D6&,_1TOT-SS
INCLUDE COMMERCIAL ZONING.WALt.ZyILMNG
PERMITS AND ZONING APPROVALS CAI�BE
0BTAINrV AT-14ECK-L-EIN C(1l ��TnpE -
ENFORCEMENT. PLEASE CALL CT AT
704-314-CODE(2633) FOR MORE I FORMATION.
NOTE: SCHEDULE PRE -CONSTRUCTION EETI
AT LE T 48 HRS. PRIOR TO ANY AND
DISTU BING ACTIVITY USING THE ONLINE"
FORM OUND AT http://charlotten .gov/t�
Keith Schell \ \
Justin KLein R/W
Craig Robinson---
C P k f 24" ll =
FOSTER AVENUE
� m
- R/W 50' PUBLIC R/W
R/W R1W
6" WM INSIDE SMH
G -G - G 38" DEEP /
-G -G - -G 1 d
e V I n 01 lull a ey Curb C B
GR-70 5
I 06.47
f 0-706.23
SSMH -
RIM =708.87 " n
IN-703.35 G 709.39
OUT=701.78 N-7 5.52
24" I/alleCurb
_�
- s-
W w--
V06 gblood St.
Concrete
Metal
1iiiiiiii�E
i
14
uiUM
D e�I
b ....Trash*\
Room
Db
Fred S. Gutuick
D.B. 5683, PG. 608
PIN. • 147-021-41 w
W
11
a
ED
aana� - aaa� , i _ � ■- �■ Ire .: � \:!��j� j����,.
d a
716
LJ
b /
b
D P D }
ryAb b 71
Retail °b Leasing 4, /
Office o
Lobby oc c°\
O /...714
Mailboxes
Bicycle
b
INLET PROTECT N
b b b o � I
Storage o d ° b o ° b o° I (TYP.)
b rm. Pump I �` ��
° b o ob° b Elevat r
S
p�ppp�ppp� o � 1
MDF Room /
o D
° _ a
a G a s D a a a D
a a ° DISTU D AREA:
a a a a
01.00 ACRES Q f \
t, b\> 1 g TSNewbemLLC
6 . ';... #dX D.B. 26531, PG. 346
l ° l PIN. • 147-021-20
r b
� � bLot l
GRADING PERMIT IS REQUIRED FOR Fountains at New Bem
b D ° DISTURBANCE 1 OR MORE ACRES o b a X M.B. 55, PG. 579
b b b Stairwell /
b
b b b d p
Electrical /
a a a a a �E
p b b b �a • @@
b B
b b
4 b o 33 ##
S a b a a b a Doe
b
b ##
ba
b gg
m.. n.,.
......... .... .... .... ......... ......... ... ... : •� �.
bb � � ......:.., .W.u... .v ""..... * .'. ' rho.. ..•. ,.
4 6 _ o b
d a D b
.... ° .......... ......... b
b
b w...
b b D \� b ,:.. •,.�• 4
D „ ...�, g...... b ..
Stairwell b . #
0
pp
� n
u _y
yam.
7- #-
48' RCP Gd1I3 04 �..
- 7. T
-715 (48-702.12 A
GRAPHIC SCALE
20 0 10 20 40
( IN FEET)
1 inch = 20 ft.
r
v
N56
m ®\\®CB
3 � GR-723.70
48" RCP
_...DI
Storm Pipe Mae Subject to w •• GR=718.06
Drainage Eaement `# .° -
g w rt OUT -UNABLE..
' TO MEASURE
City of Charlotte
,,D.B. 14846, PG. 97
PIN. 147-021-28
Tract I
Fridell Property -Map 1
M.B. 35, PG. 321
LIMITS OF
DISTURBANCE (TYP.)
LEGEND:
EASEMENT
RIGHT-OF-WAY
-------
SETBACK
G
G
GAS LINE
OE
of of
OVERHEAD POWER LINE
ss
ss
EXISTING SANITARY SEWER PIPE
-So-so-EXISTING
STORM DRAIN PIPE
-UT-UT-TELEPHONE
LINE (UNDERGROUND)
w
w
WATER LINE
CATCH BASIN & PIPE
D
STORM DRAIN JUNCTION BOX & PIPE
Q ' ,
PROPOSED CONCRETE PAVEMENT
rP
rP
PROPOSED TREE PROTECTION FENCE
EROSION CONTROL LEGEND
am on= mm
am LIMITS OF DISTURBANCE
TRIBUTARY AREA
-SF - -0-SF - -0- TEMPORARY SUPER SILT FENCE
-sF -sF -sF -sF - TEMPORARY SILT FENCE
685
MAJOR PROPOSED CONTOURS
684
MINOR PROPOSED CONTOURS
635
EX. MAJOR CONTOURS
684
EX. MINOR CONTOURS
C.B./DI INLET PROTECTION
ROCK CHECK DAM
TEMPORARY CONSTRUCTION ENTRANCE
CONSTRUCTION SEQUENCE
1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM THE CITY OF CHARLOTTE ENGINEERING DEPARTMENT.
2. SET UP AN ON -SITE PRE -CONSTRUCTION CONFERENCE WITH EROSION CONTROL INSPECTOR OF THE CITY ENGINEERING
DEPARTMENT TO DISCUSS EROSION CONTROL MEASURES. FAILURE TO SCHEDULE SUCH CONFERENCE 48 HOURS PRIOR TO ANY
LAND DISTURBING ACTIVITY IS A VIOLATION OF CHAPTER 17 OF THE CITY CODE AND IS SUBJECTTO FINE.
3. INSTALL SUPER SILT FENCE AND INLET PROTECTION AS SHOWN. BLOCK OFF SITE ACCESS POINTS TO VEHICULAR TRAFFIC.
4. COORDINATE WITH THE CITY INSPECTOR TO ENSURE SUPER SILT FENCE AND INLET PROTECTION INSTALLATION IS SATISFACTORY
PRIOR TO BEGINNING DEMOLITION.
5. COORDINATE WITH CITY INSPECTOR UPON COMPLETION OF PHASE 1 DEMOLITION.
6. INSTALL ALL PERIMETER EROSION AND SEDIMENT CONTROL MEASURES.
7. CONTINUE CONSTRUCTION OF THE SITE TO COMPLETION.
8. UPON FINAL STABILIZATION OF THE SITE, THE CONTRACTOR SHALL CONTACT THE CITY INSPECTOR TO RECEIVE APPROVAL.
GENERAL CONSTRUCTION SEQUENCE NOTES:
• THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES.
• FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL MEET WITH EROSION CONTROL INSPECTOR PRIOR TO
COMMENCING WITH EACH PHASE OF EROSION CONTROL MEASURES.
• STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE.
•
COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF ANY EROSION CONTROL MEASURE.
• ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N. C. EROSION AND SEDIMENT
CONTROL PLANNING AND DESIGN MANUAL, U. S. DEPT. OF AGRICULTURE, CITY OF CHARLOTTE EROSION CONTROL
ORDINANCE, AND THE CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL.
EROSION AND SEDIMENT CONTROL NOTES:
LOCATION MAP
Not to Scale
GENERAL NOTES
1. ALL MATERIALS, CONSTRUCTION, AND PLANS ARE TO COMPLY WITH CURRENT CITY OF CHARLOTTE
AND NCDEQ STANDARD SPECIFICATIONS AND DETAILS.
2. CONTACT NORTH CAROLINA ONE CALL SERVICE @ 811 OR 800-632-4949 AND CITY OF CHARLOTTE
A MINIMUM OF 72 HOURS BEFORE DIGGING.
3. ANY SITE GRADING SHALL COMPLY WITH INTENT OF ORIGINAL DEVELOPMENT GRADING AND
DRAINAGE PLANS.
4. THE CONTRACTOR SHALL VERIFY ALL EXISTING STRUCTURES PRIOR TO CONSTRUCTION. ALL
DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER.
5. NO BMPS SHALL BE PLACED ON ADJACENT PROPERTY WITHOUT THE WRITTEN CONSENT OF THE
PROPERTY OWNER AND THE CITY OF CHARLOTTE.
6. THE NCDEQ EROSION CONTROL MANUAL AND CITY OF CHARLOTTE STANDARDS SHALL BE USED AS
A GUIDELINE FOR IMPLEMENTATION AND MAINTENANCE OF BMPS. THE FOLLOWING BMPS:
• SURFACE ROUGHENING
• STABILIZED CONSTRUCTION ENTRANCE
• SILT FENCE
• HARDWARE FABRIC AND STONE INLET PROTECTION
• CHECK DAMS
• TEMPORARY SEEDING
• PERMANENT SEEDING
• MULCHING
• SOD
1.
IF NECESSARY, SLOPES WHICH EXCEED EIGHT (8) FEET SHOULD BE STABILIZED WITH SYNTHETIC OR
21.
SHOW BMP MEASURES FOR CONCRETE TRUCK WASHOUT AREA, OR ADD THE FOLLOWING NOTES:
VEGETATIVE MAT, IN ADDITION TO HYDROSEEDING. IT MAYBE NECESSARY TO INSTALL TEMPORARY SLOPE
DRAINS DURING CONSTRUCTION. TEMPORARY BERMS MAY BE NEEDED DAILY UNTILTHE SLOPE IS
CONCRETE TRUCKS SHALL NOT TYPICALLY BE WASHED OUT ON SITE. IF CONCRETE TRUCK WASHOUT IS
BROUGHT TO GRADE.
PERMITTED ON SITE COORDINATE LOCATION AND BMP S WITH SITE INSPECTOR.
2.
STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE
DO NOT DISPOSE OF CONCRETE TRUCK WASHOUT WASTE BY DUMPING INTO A SANITARY SEWER,
CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN
STORM DRAIN OR ONTO SOIL OR PAVEMENT THAT CARRIES STORM WATER RUNOFF.
FOURTEEN (14) DAYS AFTER WORK HAS CEASED, EXCEPT AS STATED BELOW:
CONCRETE TRUCK WASHOUT SHALL BE DISPOSED OF IN ACCORDANCE WITH THE FOLLOWING:
SILT FENCE TYP.
( )
ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3
HORIZONTAL T01 VERTICAL 3:1 SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION
DESIGNATED AREA THAT WILL LATER BE BACKFILLED SLURRY PIT
WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM
DESIGNATED AREA WHERE CONCRETE WASH CAN HARDEN AND BE DISPOSED OF AS SOLID WASTE.
THE LAST LAND -DISTURBING ACTIVITY. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED
LOCATION THAT IS NOT SUBJECT TO WATER RUNOFF, AND MORE THAN 50 FEET AWAY FROM A
TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN
STORM DRAIN, OPEN DITCH, OR RECEIVING WATER WAY.
ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY.
PUMP EXCESS CONCRETE IN CONCRETE PUMP BIN BACK INTO CONCRETE MIXER TRUCK.
CONCRETE WASHOUT FROM CONCRETE PUMPER BINS CAN BE WASHED INTO CONCRETE PUMPER
3.
ALL CUT AND FILL SLOPES AND CHANNEL SIDE SLOPES WHICH ARE NOT TO BE PAVED SHALL BE SEEDED
TRUCKS AND DISCHARGED INTO DESIGNATED WASHOUT AREA OR PROPERLY DISPOSED OF
UNTIL A GOOD STAND OF GRASS IS OBTAINED IN ACCORDANCE WITH THE SEEDING SCHEDULE ON SHEET
OFFSITE.
C8.5. ALL SEEDING WILL BE MULCHED.
22.
ALL CHEMICAL SPILLS, OIL SPILLS, OR FISH KILLS MUST BE REPORTED TO NCDEQ- CALL THE 24-HOUR
4.
ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED EVERY SEVEN (7) DAYS AND WITHIN
EMERGENCY RESPONSE LINE AT 1-800-858-0368.
24 HOURS AFTER EACH RAINFALL OCCURRENCE THAT EXCEEDS ONE-HALF (0.5) INCH. IF SITE INSPECTIONS
IDENTIFY BMPS THAT ARE DAMAGED OR NOT OPERATING EFFECTIVELY, MAINTENANCE MUST BE
23.
TEMPORARY TOILET FACILITIES SHALL BE PROVIDED FOR ALL CONSTRUCTION WORKERS AND SITE VISITORS
PERFORMED AS SOON AS PRACTICABLE OR AS REASONABLY POSSIBLE AND BEFORE THE NEXT STORM
IN ACCORDANCE WITH 2O06 INTERNATIONAL PLUMBING CODE GENERAL REGULATIONS, SECTION 311.
EVENT WHENEVER PRACTICABLE.
PORTABLE FACILITIES SHALL BE PLACED ON LEVEL GROUND AND AWAY FROM STORM DRAINAGE SYSTEMS
(DITCHES, CATCH BASINS, ETC.). DISPOSAL AND HANDLING OF SANITARY WASTE MUST COMPLY WITH
5.
IF WATER IS ENCOUNTERED WHILE TRENCHING, THE WATER SHOULD BE FILTERED TO REMOVE ANY
STATE AND LOCAL REQUIREMENTS.
SEDIMENTS BEFORE BEING PUMPED BACK INTO ANY STORMWATER SYSTEMS, WATER COURSES AND
WATERS OF THE STATE (WOS) OR WATERS OF THE UNITED STATES (WOU.S.).
24.
FINAL GRADES FOR GRASSED AND LANDSCAPED AREAS SHALL REQUIRE A MINIMUM OF 4-61 OF CLEAN TOP
SOIL, FREE OF DEBRIS AND CONTAMINANTS, AND PREFERABLY OF NATIVE ORIGIN.
6.
ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION
UNTILTHE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN
25.
SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED.
STABILIZED. ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO
CONTROL EROSION AND/OR OFFSITE SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES SHALL BE
26.
APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD
REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED.
CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED
PROPERTY OWNERS.
7.
THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD ONTO PAVED
ROADWAY FROM CONSTRUCTION AREAS AND THE GENERATION OF DUST. THE CONTRACTOR SHALL DAILY
27.
IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 0.5% SLOPE ON THE CURB.
REMOVE MUD/SOIL FROM PAVEMENT, AS MAY BE REQUIRED.
28.
SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT-OF-WAY IF DEEMED
8.
ALL CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT THE SITE VIA THE CONSTRUCTION ENTRANCE.
NECESSARY BY THE INSPECTOR.
9.
EXCAVATED MATERIAL FROM TRENCHES SHALL BE PLACED ON THE UPGRADE SIDE OF THE TRENCH TO
29.
CURB AND GUTTER SHOWN ON PLANS ALONG NORTH COLLEGE STREET MAY BE ADJUSTED BASED UPON
ALLOW MATERIAL TO ERODE INTO THE TRENCH. CONSTRUCTION MAINTENANCE AND REMOVAL OF ALL
FIELD STAKING BY CITY ENGINEERING. ASSOCIATED STORM DRAINAGE MAY ALSO REQUIRE MODIFICATION
EROSION CONTROL DEVICES ARE THE RESPONSIBILITY OF GRADING CONTRACTOR UNLESS OTHERWISE
BASED UPON FIELD CONDITIONS.
NOTED.
30.
THE DEVELOPER SHALL CONTACT THE CHARLOTTE DEPARTMENT OF TRANSPORTATION (GUS JORDI,
10.
THE EROSION CONTROL MEASURES SHOWN ON THIS DRAWING ARE RECOMMENDED AT A MINIMUM.
704-336-7086) TO IDENTIFY ANY CONFLICTS WITH TRAFFIC SIGNALIZATION EQUIPMENT. 60- 90 DAYS WILL
ACTUAL MEASURE NECESSARY FOR CONTAINMENT OF RUN-OFF SHALL BE THE RESPONSIBILITY OF THE
BE REQUIRED TO COORDINATE RELOCATION. DEVELOPER SHALL BE RESPONSIBLE FOR ALL RELATED
CONTRACTOR AND BE FIELD VERIFIED.
RELOCATION COST AND/OR ANY REPAIR COST CAUSED BY THE CONTRACTOR/DEVELOPER.
11.
ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE
31.
CERTIFICATION AND STREET CUT PERMITS ARE REQUIRED FOR UTILITY CUTS ON CITY STREETS. ALLOW 7
OF THE CITY ENGINEERING DEPARTMENT.
DAYS PROCESSING FOR PERMIT. FOR INFORMATION CONTACT CHARLOTTE DEPARTMENT OF
TRANSPORTATION (704-336-4025) OR VISIT
12.
SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN 10, REQUIRE ADEQUATE
HTTP://www.CHARMECK.ORG/DEPARTMENTSfrRANSPORTATION/STREET+MAINTENANCE/HOME.HTM
TERRACING.
32.
ANY WORK WITHIN THE CITY'S R/W THAT REQUIRES CLOSURE OF THE SIDEWALK OR TRAVEL LANE FOR LESS
13.
A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE ACRE THAT WAS NOT
THAN 30 DAYS REQUIRES A R/W USE PERMIT. TRAFFIC CONTROL PLANS FOR ANY SIDEWALK OR TRAVEL
PREVIOUSLY APPROVED.
LANE CLOSURES MUST BE SUBMITTED AS PART OF THE R/W USE PERMIT REQUEST. TRAFFIC CONTROL
PLANS MUST BE IN ACCORDANCE WITH CDOT'S WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH) AND
14.
ON -SITE BURIAL PITS ARE NOT ALLOWED, UNLESS WRITTEN APPROVAL IS RECEIVED FROM THE OWNER AND
MUST BE REVIEWED AND APPROVED. CONTRACTOR SHALL CONTACT CDOT AT LEAST 5 BUSINESS DAYS IN
AN ON -SITE DEMOLITION LANDFILL PERMIT IS RECEIVED FROM THE ZONING ADMINISTRATOR.
ADVANCE OF BEGINNING OF WORK AT [phone].
15.
GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF
33.
right-of-way closures longer than 30 days require a r/w lease agreement which will include the submittal of
THE CITY/COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
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
16.
ALL "STD." NUMBERS REFER TO THE CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL.
control plans must be submitted as part of the lease agreement process for approval prior to start of r/w
17.
DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF WAY MUST BE PRESENTED AT
closures. contractor shall contact cdot at [phone].
PRE -CONSTRUCTION MEETING.
34.
construction staging within city r/w lasting more than 30 days requires a r/w lease agreement. contractor
18
A PREWORK MEETING SHALL BE SCHEDULED WITH THE CITY INSPECTOR PRIOR TO CONSTRUCTION
shall coNTACT CDOT AT [phone].
19. APPROVAL OF THE EROSION AND SEDIMENT CONTROL PLANS BY THE CITY OF CHARLOTTE GRANTS
COVERAGE TO THE DEVELOPMENT UNDER THE STATE OF NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES (NCDEQ) DIVISION OF WATER QUALITY (DWQ) GENERAL PERMIT
- NCG 010000 TO DISCHARGE STORMWATER UNDER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION
SYSTEM FOR CONSTRUCTION ACTIVITIES. THE FINANCIALLY RESPONSIBLE PARTY FOR THIS DEVELOPMENT IS
RESPONSIBLE FOR MEETING THE REQUIREMENTS OF THE GENERAL PERMIT. A COPY OF THE GENERAL
PERMIT IS AVAILABLE ONLINE THROUGH THE NCDEQ-DWQ WEB SITE
https:Hdeg. nc.gov/a bout/d ivisions/energy-m inera l-land-resources/energy-m inera l-la nd-permits/stormwater-permits/construction-sw
20. LITTER, CONSTRUCTION DEBRIS, OILS, FUELS AND BUILDING PRODUCTS WITH SIGNIFICANT POTENTIAL FOR
*** 3 Days Before Digging ***
IMPACT (SUCH AS STOCKPILES OF FRESHLY TREATED LUMBER) AND CONSTRUCTION CHEMICALS THAT
North Carolina 811
COULD BE EXPOSED TO STORM WATER MUST BE PREVENTED FROM BECOMING A POLLUTANT SOURCE IN
811 or 1-800-632-4949
STORM WATER DISCHARGES.
Remote Ticket Entry
http://nc8l l.org/remoteticketentry.htm
S S/''
q* s
33046
_1n_11
)
1V
T
W
co
O
O N
4-)
0
r�
O
O
W 0
^�
W
�
T�
V1
MODIFICATION LOG
JOB NUMBER: C200023
CHECKED BY: BMF
DRAWN BY: BHE
DATE: 11-24-20
688E-0 # INiJI_4
Z
Q 00
11
N
a
•
N C)
W
U)
N N
o
13.0
Q
N V 04
Q
LU
a)E-
N
4;
CM U
W oZ
.0 U O
N 00 N
E C) NE L
Q cc)
EROSION AND
SEDIMENT
CONTROL PH2
SHEET: C4e 1

■
CRAI
EN
PCSO
ER
UP
TREE
CC
PL
NOTE:
INCLU
INFOR
VISIT
NOTE:
INCLU
PERMI
O BTAI
ENFOF
704-3:
NOTE:
AT LEI
DISTU
FORM
ID FINAL APPROVAL 77T 472021
I[LOTTE-
PROJECT NUMBER: LDUTOD-2020-00064
I
GINEERING STEEL P Keith 6' MAX.
DETENTION / DRAINAGE PLAN
OSION CONTROL .4" Khain
• �::.:�. -: ; �4
rr
ANNING _
/ MUDD / PED / TOD - T
HIS PLAN APPROVAL DOES NOT
E CHARLOTTE WATER. FOR MORE
ATION, P L -5499 OR
ittp://char
THIS PLANIAPPIAMENDOUTEROMABRIC BE JSED WHERE S FENCE IS TO REMAIN FOR A PERIOD OF
)E COMMERCIAMOREIIIIIMhKI30BOAY$NG
FS AND ZONING APPROVALS CAN BE
4ED AT ME2KLE8XgiG FUSUnSHRU BE 5 0" IN HEIGHT AND BE OF THE SELF -FASTENER ANGLE STEEL
CEMENT. PLEASIL CTAC AT
4-CODE(2633) FOR MORE INFORMATION.
SCHEDUL RE- S I E AT ENDS.
48 RS PRIpA CE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING IS
BINGT H
ACT 'f: BUFF S, STREAMS OR WETLANDS (REFER TO SWIM BUFFER
=oUND AT http: GR R1 1S RES' D FOR VISUAL IDENTIFICATION OF
ENVIRONMENTALLY SENSITIVE AREAS.
5. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE.
6. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
7. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR OTHER
AREAS OF CONCENTRATED FLOW.
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
CHARLMTE_ INCLUDES CHARLOTTE ETJ
STEEL POST
FILTER FABRIC
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 APPROX. 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.
TEMPORARY SILT FENCE
NOT TO SCALE
GENERAL NOTES:
1. UNIFORMLY GRADE A SHALLOW DEPRESSION
APPROACHING THE INLET.
2. DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE
GROUND SURROUNDING THE INLET. SPACE
POSTS EVENLY AROUND THE PERIMETER OF
THE INLET, A MAXIMUM OF 4 FEET APART.
3. SURROUND THE POSTS WITH WIRE MESH
HARDWARE CLOTH. SECURE THE WIRE MESH
TO THE STEEL POSTS AT THE TOP, MIDDLE,
AND BOTTOM. PLACING A 2-FOOT FLAP OF
THE WIRE MESH UNDER THE GRAVEL FOR
ANCHORING IS RECOMMENDED.
4. PLACE CLEAN GRAVEL (NC DOT #5 OR #57
STONE) ON A 2:1 SLOPE WITH A HEIGHT OF
16 INCHES AROUND THE WIRE, AND SMOOTH
TO AN EVEN GRADE.
5. ONCE THE CONTRIBUTING DRAINAGE AREA
HAS BEEN STABILIZED, REMOVE
ACCUMULATED SEDIMENT, AND ESTABLISH
FINAL GRADING ELEVATIONS.
6. COMPACT THE AREA PROPERLY AND
STABILIZED IT WITH GROUNDCOVER.
NCDOT #5 OR #57
WASHED STONE
NCDOT #5 OR #57
WASHED STONE
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
30.06A 15 CMUMTE- INCLUDES CHARLOTTE ETJ
NOTES:
1. A STABILIZED ENTRANCE PAD OF 2-3" OF WASHED STONE AND/OR RAILROAD BALLAST SHALL BE LOCATED WHERE TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO
A PUBLIC STREET.
2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE.
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY
REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY. ANY AGGREGATE TRACKED INTO THE ROADWAY MUST BE
SWEPT BACK ONSITE ON A NIGHTLY BASIS.
5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA
STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN SEE STD. NO. 30.11B.
6. CDOT MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY (STD. 10.24 & 10.25) TO ACCESS THE CONSTRUCTION SITE IF THE DRIVEWAY IS ON A THOROUGHFARE, OR ON ANY
STREET WITH AN EXISTING SIDEWALK TO REMAIN OPEN DURING CONSTRUCTION.
7. FOLLOW WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH) FOR SIDEWALK CLOSURE OR DETOUR/DIVERSION.
EXISTING GROUND SOILI STABILIZATION FABRIC
UNDER 2-3" OF WASHED STONE
Z
00
PUBLIC STREET
w
w
V)
N
U
J
m
D
a
EX. CONC.
DRIVEWAY APRON
WITH SIDEWALK AT
BACK OF CURB
(IF RETAINED DURING
CONSTRUCTION.)
NOT TO SCALE
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS STABILIZED CONSTRUCTION ENTRANCE
INCLUDES CHARLOTTE ETJ
GENERAL NOTES:
1. RIPRAP SIZE TO BE DESIGNED BY ENGINEER.
2. CHECK DAMS MAY BE USED IN SLOPING DITCHES
OR CHANNELS TO SLOW VELOCITY OR TO CREATE
SEDIMENT TRAPS. V-6• MIN.
SECTION
• CITY OF CHARLOTTE
STD. NO. I RJM LAND DEVELOPMENT STANDARDS
30.11 A 15 CMMTE_ INCLUDES CHARLOTTE ETJ
3. ENSURE THAT MAXIMUM SPACING BETWEEN DAMS PLACES THE 5 WASHED STONE
TOE OF THE UPSTREAM DAM AT THE SAME ELEVATION AS THE
DOWNSTREAM DAM (SEE DIAGRAM BELOW). 2
MAXIMUM SPACING B
A AND B ARE AT EQUAL ELEVATIONS
CLASS B RIP
PLAN
4'TO6'
CROSS SECTION
H
2' MAX
AT CENTER
NOT TO SCALE
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS TEMPORARY ROCK CHECK DAM STD. NO. I REV
CHARLOTTE_ INCLUDES CHARLOTTE ETJ 130.10A 115
4' MAX.
�19-GAUGE HARDWARE CLOTH
( " MESH OPENINGS)
------------------
2'
16" MIN.
2'
J_
NOT TO SCALE
HARDWARE CLOTH AND GRAVEL
INLET PROTECTION 30 STD. N0. 1.09 1
NOTES:
1. INLET MAINTENANCE SHALL BE DOCUMENTED IN PROJECT LOG BOOK.
2. FILTER TYPES SHALL BE APPROVED BY THE CITY INSPECTOR PRIOR
TO INSTALLATION.
3. FILTER BAGS MAY BE REMOVED WHEN SITE IS STABILIZED AT THE
DIRECTION OF THE ENGINEER.
4. FILTER BAGS SHALL BE REMOVED PRIOR TO STREET ACCEPTANCE
AND/OR CLOSE OUT OF GRADING PERMIT.
5. FILTER BAGS SHALL BE CLEANED OR REPLACED ON A REGULAR
BASIS (NOT BE MORE THAN HALF FULL AT ANY TIME).
6. FILTER BAGS MAY BE INSTALLED IN EXISTING CITY OR NCDOT ROADS
AS LONG AS STORM DRAINAGE IS NOT IMPEDED.
GRATE
1" REBAR FOR BA
LET REMOVAL FROM IN
FILTER I
DUMP LC
CATCH BASIN
INSTALLATION
STAKES
SPECIFIC APPLICATION:
THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY
FLOWS ARE EXPECTED AND WHERE OVERFLOW CAPACITY IS
NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE.
• CITY OF CHARLOTTE
(M LAND DEVELOPMENT STANDARDS
CHARIATTE- INCLUDES CHARLOTTE ETJ
BLOCK AND GRAVEL
STONE INLET PROTECTION
NOT TO SCALE
30.07
FOR LATE WINTER
AND
SOIL AMENDMENTS:
EARLY SPRING:
FOLLOW RECOMMENDATIONS OF
AND 750 LB/ACRE 10-10-10
SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE
FERTILIZER
SEEDING MIXTURE:
MULCH:
RYE (GRAIN) - 120 LB/ACRE
APPLY 4,000 LB/ACRE STRAW.
ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH
ANNUAL LESPEDEZA (KOBE) - 50
LB/ACRE
ANCHORING TOOL. A DISK WITH
BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
(OMIT ANNUAL LESPEDEZA WHEN DURATION
TOOL
OF TEMPORARY COVER IS NOT TO
EXTEND
BEYOND JUNE)
MAINTENANCE:
REFERTILIZE IF GROWTH IS NOT
FULLY ADEQUATE. RESEED, FERTILIZE AND MULCH IMMEDIATELY FOLLOWING
SEEDING DATES:
EROSION OR OTHER DAMAGE
JAN. 1 - MAY 1
FOR SUMMER: SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE
SEEDING MIXTURE: AND 750 LB/ACRE 10-10-10 FERTILIZER
GERMAN MILLET - 40 LB/ACRE MULCH:
(A SMALL -STEMMED SUDANGRASS MAY BE APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH
SUBSTITUTED AT A RATE OF 50 LB/ACRE) ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
SEEDING DATES: TOOL
MAY 1 - AUG. 15 MAINTENANCE:
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, FERTILIZE AND MULCH IMMEDIATELY FOLLOWING
DEFLECTOR REQUIRED WHEN USED ON EROSION OR OTHER DAMAGE
EXISTING MAINTAINED STREETS.
DEFLECTOR SHALL BE PLACED SUCH THAT FOR FALL. JUIL AM GIV UM GIV IJ:
IT WILL NOT COMPLETELY OBSTRUCT STORM FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE
WATER FLOW FROM ENTERING VIA THE CURB AND 1,000 LB/ACRE 10-10-10 FERTILIZER
OPENING. ENSURE NO MORE THAN 25% OF SEEDING MIXTURE:
CURB OPENING IS OBSTRUCTED.
)UTLET
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
NOT TO SCALE THE CHARLOTTE LANDSCAPE CONSTRUCTION STANDARDS SECTION 04200 SEEDING AND SODDING OF TURFGRASS.
• CITY OF CHARLOTTE
CATCH BASIN INLET PROTECTION STD. N0. I REV. LAND DEVELOPMENT STANDARDS TEMPORARY SEEDING SCHEDULE STD. NO. IRE
30.15 113 CHARWrTE_ INCLUDES CHARLOTTE ETJ 130.17 19
*** 3 Days Before Digging ***
North Carolina 811
811 or1-800-632-4949
Remote Ticket Entry
http://nc811.org/remoteticketenhy.htm
``\``11►1111111►,,,,
sS/ '
33046
11
co
o
' _4
4-)
^�
�1
0
O
.--1 O
r4
U
MODIFICATION LOG
JOB NUMBER:
C200023
CHECKED BY:
BMF
DRAWN BY:
BHE
DATE:
11-24-20
699E-0 # IN211_4
Z Q co
CO
a N
a a)C
W 0oo�
� o
LV ._ o
WQo
rn °?
) N
Q LU N
C 4; N
w oZ
CU 0
0
a) CO t`o
E �p L
< cc)
EROSION AND
SEDIMENT
CONTROL
DETAILS
SHEET: C4w2
Y M.FP��
111111111%0%

rn
FINAL APPROVAL
![LOT 'E PROJECT NUMBER: LDUTOD-2020-00064
ENGINEERING
PCSO DETENTION/ DRAINAGE PLAN
EROSION CONTROL
U
BAN FORESTRY -
TREE
RDINANCE
C
OT
°611
PLANNING-
UMUD
/ MUDD / PED / TOD
NOTE: HIS PLAN APPROVAL DOES NOT
INCLU E CHARLOTTE WATER. FOR MORE
INFO ATION, PLEASE CALL 704-336-
visrrittp://charlottewater.org
NOTE: TH4S P AWAPPROVAL D6&,_ OT-SS
INCLUDE COMMERCIAL ZONING.WALt.ZyItb4NG
PERMITS AND ZONING APPROVALS CADRE
OBTAINED AT-MEC�EN C(1l '1TE -
ENFORCEMENT. PLEASE CALL CT AT
704-314-CODE 2633 FOR MORE I FORMATION.
( l M
NOTE: SCHEDULE PRE -CONSTRUCTION EETI
AT LE T 48 HRS. PRIOR TO ANY AND
DISTU BING ACTIVITY USING THE ONLINE
FORM OUND AT http://charlotten .222
m m„ .mow
Keith Schell" m x
FOSTER
\ �AVE
Justin ein � �c� AVENUE
R/W R/W 50' PUBLIC R/W S c�l`Ni
R/W R/W - -
G
IPC"
- G G 6 WM INSIDE SMH _ G
38 DEEP _ G /718.05 /
-G-G-G
�, m �S
I""�evin Parker,, 24" Volley curb CBSir curb l
sir
GR=7 5 TO`E CONVERT TO MH 24' Iley /Ss
,��• EXISTING CB TO 9E IN=7o6.47
N 10+00 "13=706.23 � /STRUCTURE
CONVERTED TO PROP6SED JB
} - SS M H 1 +00
g ° 715.70 b ° RIM-708.87 n /
N=703.35 G -709.3
OUT-701.78 SSMH 717.84
24 4alley Curb A11-EX-JB N=7 5.5 A6-CBO RIM-714. 3 / ° � b I
OUT= .34 OR N IN-708.24 /
D 15" RCP 33.5" DEEP 713.90 oUT=707.92 / 716.24
S - 707.59 > t \
W 1- w-- 7o7.8a w w S s $ ERR. ✓�, n3.zz
707.98 BORE b - W W -SS- SS- b 716.75b / Z_ /
708.42
A8-BEND
Concrete �0 088.
Me
Dn
708.z'
0708.3
Fred S. Gutuick
D.B. 5683, PG. 608
PIN. • 147-021-41 w
COP
B3-DI �
10" H
111fE##3 ° 2 T)
F 708.73 D 709.16
708.54 RC P �� ° Li D u ° ` n 715.97
° 8 HDPE b b 15 RCP D nas9 ns.a2 b
708ss N7NA UUI Al2-JB ^ ti °------714.96--�---r 715.55---
b 709.28 U ^ b
713.78
. 708.59 •, _ • , , -�_ ° _' .: - �� ° 715 91 r. �
- A9-BEND + 7io s9 _ na.9s 71s.7a ns.9z i _ � � � �•
-------- 716.25 y 715.01 r J
° 708.68 715.97
a u -------------- - ---- ° ° 716.07 d 9
_ b 708.68708.68 ,. 716.25 �- a::: t o 716.Oa D p /
u 716.17 716.18 716.17 %�
ap 708.82 '�-••
716.18 r � Q o
- TRASH 716.25 716.25 RETAIL - °b LEASING
_ F E=70 . FFE=716.25 70905 716.25 OFFICE BnN
4-DI
cn FFE=716
15.80 o /
708.68 715.95 • �
LOBBY j LP:715.58
FFE=716.25 I 715.80 r �.
716.25 716.17 b 716.17 716.17 b b D ° D I
b ° b f 716.2s ' Fxq
b ° MAILBOXES 716.18 CCF$$
I' BIKE b p 716.17 4 FFE=716.25 D,B, o
> STORAGE b d b b G b D 716.11 2 1333 `/rye$
715.5
FFE=716.19 b ° b ° b ° b 716.25 14i PG M%
° b o ° ° b HP.715.30 # $8
b b U b 716 d° b ELEVATOR PUMP V j
MDF ROOM
° ° °Ln
p ° °C 715.52
----
r /(
_ 716.19
° b 715.99 b 715.96 1 715.94 b 715.90 716.04 1 p b
715.72
p716.15 I b ° 715.21
b
b I LP 714.99 d /
IE
TS Newbem LLC
71
0.
b
b 1 b 1 6
b a b D 1 b D b o. 1 ` ;�'."." ' 715.65 A2-DI:'< D.B. 26531, PG. 346
1 1411111
715.49 0 715.77 ` b 715.70 p i b/ 4 Lot 1
n6.zo u /
� � Fountains of New Bern
71 I M.B. 55, PG. 579
710.00 Db D b b b b 716.25 Lei
STAIRWELL 716.09 715.67
u ° 716.18 # #
715.82
715.40 b 715.15 b 715.55 b ° ° 715.94 715.84 /
b b b b D 716.25 b
ELECTRICAL 716.08 HP: 715.70
I; 715.76 0 715.57 b bo b 4 D b ROOM 716.18 X
FFE=716.25 716 04 715 /
o b
715.94 g
b b 7 b 716.23
0 1
b b d b b 33##
011
oL) o _
b b b 716.25
0R 61-DI b d ° b °b ° D ° ° ° b ° ° 715.44 Li 715.22 y. 3
715.88
b b p LP•714.62 b p 715.19
o �7..46 715.27 b ° b b. b - ° 715.42
o f b b b b b L .. ...`.W.. ,. Al DI
N' ° ° W SS}f °$ »n •,.� � ._.m "a, 0 716.12 b a �' 1.;'
715.69 p 4 ° a 715.23 b 714.85 1 o 715.42 b ° M 9 i
716.14'(
b ° D
715.8
715.5
gggqq 0 ° ° b °.a �., a.. u ° (�� b ° D b ° M ° b D , b
.....
p ...ww..b.m�.:m � -- ----- - -
716 77
"' 716.51 f
b:. b p b ,...-.•. ,...M. •^. �, �... N �....m .•.�'.: .µ".me b p ,.�.* 4
... 715.17 A 715.74 b
o° •,y
+ 730.25 715.68 ""` 715.55• b
v b 717 37 TW` 717.0
717
STAIRWELL 716.75 BW ,
°\ 730.25 715.86 °v. ...M
B5-BEND
15 RCP
�'O B6-DI 15" RCP B7-DI 714.37
Ln
48" DI
RCP
G77 3.04
69-EX DI
48 - 02.1
- --------- vim
717.06 ,.: " n .za .<:_ _ ..; ne 11 7
_ 7.. :. ... 8 r. :_. ._ ........ ..._
! 719.16TW. .r ...
.<.,
71 .719.12BW
B2-DI
•i � 719.12
' N56'13'28 W 22G 34�T u.... _ ��� ® i P'S ®CB
477
8" RCP Storm Pipe Mays',6e Subject to � i P..R INING\ ��7 OR 718.06
Drainage Ea\ement T'� 4 0 I
WALL�BY OTHERS) (30")=713.81 � I
! OUT=UNABLEmm
I TO MEASURE
A, � City of Charlotte � I
,,D.B. 14846, PG. 97
PIN. 147-021-28
Tract I
Fridell Property -Map 1
M.B. 35, PG. 321
GRADING NOTES
1. THE CONTRACTOR SHALL NOTE THATTHE PLANS ARE SCHEMATIC IN NATURE AND DO NOT SHOW EVERY OFFSET, TRANSITION, GRADE CHANGE, ETC. THAT MAY BE
REQUIRED FOR A COMPLETE AND WORKING SYSTEM.
2. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES BEFORE BEGINNING CONSTRUCTION.
3. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE.
4. ALL FILL TO BE COMPACTED TO 95% DRY DENSITY (STANDARD PROCTOR) UNDER PAVEMENT AND BUILDING PAD.
5. THE PROPOSED CONTOURS SHOWN ARE FINISHED ELEVATIONS. REFER TO PAVEMENT AND SIDEWALK DETAILS TO ESTABLISH CORRECT SUBBASE OR AGGREGATE BASE
COURSE ELEVATIONS TO BE COMPLETED UNDER THIS CONTRACT.
6. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE SO THAT RUNOFF WILL FLOW BY GRAVITY AWAY FROM BUILDING(S) AND ACROSS NEW PAVEMENT AND/OR
LANDSCAPE AREAS TO NEW OR EXISTING STORM DRAIN INLETS, SWALES, DITCHES OR OVERLAND SHEET FLOW.
7. GRADE BUILDING PAD TO A LEVEL BELOW FINISHED FLOOR EQUALTO THE FLOOR SLAB THICKNESS TO AN ACCURACY OF 1/10th OF A FOOT.
8. IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 0.50% SLOPE ON THE CURB.
9. COORDINATE ALL CURB AND STREET GRADES IN INTERSECTION WITH INSPECTOR.
10. 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.
11. EROSION PROTECTION DURING CONSTRUCTION MUST BE MAINTAINED UNTIL LANDSCAPING IS COMPLETE.
LOCATION MAP
Not to Scale
LEGEND:
EASEMENT
PROPERTY LINE
PROPERTY LINE (NOT SURVEYED)
RIGHT-OF-WAY Rt- - - -R/W- - -
RIGHT-OF-WAY NOT SURVEYED)
SETBACK
FIBER OPTIC LINE 170......... ......... ....... g ...............................
FENCE - X X X X -
GAS LINE -113 - -113 - -113 -
POWER LINE --OE--OE--OE--OE--OE
SANITARY SEWER PIPE ss ss ss
STORM DRAIN PIPE
WATERLINE W - - W W W--W-
EX. MAJOR CONTOUR 680 -
EX. MINOR CONTOUR 677
DROP INLET & PIPE
CATCH BASIN & PIPE
STORM DRAIN MANHOLE & PIPE
GRAPHIC SCALE
20 0 10 20 40
( IN FEET)
1 inch = 20 ft.
I
1 I
*** 3 Days Before Digging ***
North Carolina 811
811 or1-800-632-4949
Remote Ticket Entry
http://nc8l l.org/remoteticketentry.htrn
loi
SSI�• '
33046
V1
W
co
O
m
rO
F+I �
•--1 0
N C�
\�
W
L)
V1
MODIFICATION LOG
JOB NUMBER: C200023
CHECKED BY: BMF
DRAWN BY: BHE
DATE: 11-24-20
688E-0 # IN211_4
Z Q 00
CL N
a N C)
W 07CL)
O
N �
U)
o
13.0
�L
C V N
Q a)
C 4; N
W oZ
0U
0
N 00 `N
E O L
QaoU
GRADING
PLAN
SHEET: C590