NCC216964_MODIFICATION Supporting Documents_20220209 (3)

nwAr7pmovAT 11/30/2021 \ `\ EROSION CONTROL NOTES: Aft PP QV/ FOR
;OSION COISiTIAa:LESiMMF-2021 -00097 \ / 1. ALL "CLDSM" NUMBERS REFER TO THE CHARLOTTE LAND DEVELOPMENT STANDARDS MANDAL.
CHARLOTTE. I \ \ _ / / JI / 2. ON -SITE BURIAL PITS REQUIRE AN ON -SITE DEMOLITION LANDFILL PERMIT FROM THE NCCON T LION
- T \ \ / / DEPARTMENT OF ENVIRONMENTAL QUALITY (NCDEQ)
ENGINEERIGDENUDED LIMIT
PCSO / DETENTION / DRAINAGE PLAN
ER SION'V Vo TR�INL
UR STPRYSTOR
TREE rDINAUCE- EXISTING STORM
CD � EXISTING OVERHE
EXISTING TELEPH
NOTE: CHEDULE PRE-CONSTRU
AT LEA 48 HRS. PRIOR TO ANY WIPING UNDER
DISTURBING ACTIVITY USING THE ONLINE
FORM FOUND AT http://charlotten€)CS5 WATER
RANCE
CHARLOTTE-MECK ENBU G DEPARTMENT
JacF i S3. ANY
UBJECT TO ADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION AND IS
g v v v v v / Breit W in
\ \ \ / _ / / / 4. VIOLATION GRADING MORE
EIS STHAN ONE A FINE. ITHOUT AN APPROVED EROSION CONTROL PL N IS A 0/25/2021
Gina Hodges I v 1 1 v v vv � � /v ' ,, \ V A / / / / / 5. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN R B N
\ \ V A EE / / 3:1 SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS
OUTLET \ V A \ SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST
DErica
' \\ V \ \ V A \ - - / / \ LAND -DISTURBING ACTIVITY. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR D E S I G N
Sire v v v v / i PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT
RAINAGE \ \ /�A\ \ \ \ - / / \ \ WITHIN 7 CALENDAR DAYS FROM THE LAST LAND DISTURBING ACTIVITY. ALL AREAS MUST BE
\ SEEDED AND MULCHED WITHIN 14 CALENDAR DAYS. REFER TO EROSION CONTROL ORDINANCE PARTNERS
D TRI A V A \ \ - - / \ \ \ \ \ FOR ADDITIONAL REQUIREMENTS.
�� U �+ \ \ \ \ \ \ V A / / \ \ \ \ V 1213 w morehead st Ste 450
NE �7 / / A \ 6. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A charlotte, nc 28208
REPRESENTATIVE OF NCDEQ. P 704.334.3303
OUND ELECTRIC \ \ \ \ \ V / / V A \ \ \ urbandesignpartners.com
�� 7. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN 10 FEET nc firm no: P-0418 sc coa no: C-03044
OUND TELEPHONE �\ �\ \\\\ \ \\ _ / / \ \ \ \ REQUIRE ADEQUATE TERRACING (CLDSM#30.16).
INE \ \ V A V A \ / i \ \ \ \ V A \ 8. 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.
EXISTING UTILITY POLE 9. THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN AN
\ V A UNOBSTRUCTED STATE AND SHALL REMOVE FROM THE CHANNEL AND BANKS OF THE STREAM
�+ ALL DEBRIS, LOGS, TIMBER, JUNK AND OTHER ACCUMULATIONS. - A
MAINTENANCE PLAN: A V v - / v v v v 10. RETAINING WALLS DESIGNED FOR CRITICAL AREAS (I.E., ON PROPERTY LINES AND R/W) MAY _ 27890
REQUIRE PE SEAL. =
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND A \ V \ \ V - - - -- - _ - - - -
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING MORE THAN 0.5" RAINFALL BUT IN NO CASE 11. THE CITY OF CHARLOTTE ENGINEERING DEPARTMENT HAS NOT REVIEWED THE STRUCTURAL '/,,
LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO \ \ V DRAINAGE AREA TO / \ \ \ STABILITY OF ANY RETAINING WALLS ON THE SITE AND DOES NOT ASSUME RESPONSIBILITY FOR //,// p.
MAINTAIN ALL PRACTICES AS DESIGNED. V A A BASIN: 8.49 AC / / / f \ \ \ THEM. �'11/111iii O
2. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAPS AND INLET PROTECTION DEVICES \ - - - - �- - - - - - - - - - - - - - - - , - / \ \ / / 12. NON STANDARD ITEMS (IE: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT-OF-WAY
WHEN STORAGE CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL WILL BE CLEANED _ - - - - - - _ - - - - _ _ / - A \ / MUST HAVE AN ENCROACHMENT AGREEMENT (WITH THE CHARLOTTE DEPARTMENT OF 10�01 �2021
OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY. A _ - - - - _ / TRANSPORTATION/NORTH CAROLINA DEPARTMENT OF TRANSPORTATION) PRIOR TO INSTALLATION.
3. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES 13. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS
ABOUT 0.5 FT DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY 1 - - _ _ - _ - - i / 1 NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND ESPECIALLY WHEN p
TO MAINTAIN A BARRIER. p / A \ iI SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION SEQUENCE. O
4. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED \ \ \ -� A 14. DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF WAY MUST BE Q
ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS DENSE \
- A \ L�' / \55 REGAL HOLOIN�S LLC - _ - PRESENTED AT PRE -CONSTRUCTION MEETING. O
Da28928, Pbs4
VEGETATIVE COVER.
0
PIN: P _ 761- EE
ZONE: R-17MF \ \ 15. PERMANENT OUTLETS STRUCTURES SHALL REMAIN SEALED UNTIL SITE STABILIZATION IS
USE. MULTI FAMILY ACHIEVED. \ W
L
/ z O
�� L_ 0 ti
-ss - - PP _ - bhe- --� \ \ \ \ ` \ 16. COIR MESH BAFFLES IN SEDIMENT BASINS SHALL BE USED. SEE SECTION 6.65 OF THE NC
\ \ \ \ , R EROSION & SEDIMENT CONTROL DESIGN MANUAL FOR ADDITIONAL INFORMATION. MATERIAL SUCH V Z
V A \ _ - A i II V A AS 700 G/M-2 EROSION CONTROL BLANKET OR EQUIVALENT SHOULD BE USED. Q I-
24" curb �
_74-3POND A A A 760
PROP. PERMANENT PIPES - - \ \ \ �L A PROP. TEMPORARY SILT FENCE OUTLET, TYP. - - _ - - _ _ . - - - - - - - 1�� �I I 17. INDIVIDUAL LOT EROSION CONTROL MEASURES WILL BE REQUIRED FOR LOT CONSTRUCTION
AND STRUCTURE TO BE - - CLDSM 30.06C - A\
24"Curb I - - - - - A V ( ) - - _ J (SILT FENCE, CONSTRUCTION ENTRANCE AND INLET PROTECTION). 2
INSTALLED IN PHASE 1 - - - - - - - - - - - MET -FENCE /
U U)
�P I ) - _ - - - - - - - - - DEMOLITION NOTES: W U z
� X
` EXIST TREES \�12" wT (PER PLANS) I 1. EXISTING INFORMATION ON THIS PLAN WAS TAKEN FROM A SURVEY PREPARED BY:
0000 EXIST TREES I II \ CAROLINA SURVEYORS, INC.
/ TO REMAIN \ LIMITS OF DISTURBANCE: TO REMAIN
P.O. BOX 267
VA --
6.82 AC
1
- PINEVILLE, C 28134-0267
WOODED \ - - - - - - - - \ S i =« II - II \ [phone]
a" Rc RJM�15 I II 2. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS.
h PROP. SKIMMER V A PROP. TEMPORARY SILT - _ _ _- our=As . �� R II
(CLDSM 30.02B) I so A FENCE, TYP. - I / II - 3. HOLD ON SITE PRE -CONSTRUCTION MEETING WITH CHARLOTTE LAND DEVELOPMENT EROSION
(CLDSM 30.06A) A \ I\ II CONTROL INSPECTOR PRIOR TO ANY DEMOLITION.
948 i SKIMMER BASIN \ /WOODED- I I)
-01 / 1 4. SITE IS OCCUPIED BY EXISTING BUILDINGS, STORM LINES, PAVEMENT, POWER POLES AND
/ ( DRAINAGE AREA: 8.49 AC EXIST STORM PIPE - 1
Ns I DENUDED AREA: 8.49 AC \ / AND STRUCTURES �� sRR g I SHRU UJ _ II \ \ UTILITIES. IT IS CONTRACTORS RESPONSIBILITY TO CONTACT ALL UTILITY COMPANIES THAT MAY
235 LP I I BOTTOM ELEV: 744.50 TO BE REMOVED \ HAVE UTILITIES ON THE SITE TO GET A DETERMINATION IF ANY UTILITIES EXIST THAT WILL BE
3 I I I II \ \ IMPACTED AND DETERMINE THE REQUIRED PROCEDURE FOR ABANDONMENT OF THE EXISTING
RESIDENTIAL SKIMMER ELEV: 745.50 A EXIST SHRUBS TO F -1
SEDIMENT STORAGE: 1.0' V A V UTILITIES.
TOP ELEV: 749.00' EXIST TREES d- BE REMOVED / A $ \ \
o - \ TO REMAIN � �' / \ _ 5. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION AND SEQUENCING OF DEMOLITION
/I STORAGE DEPTH: 2' �� / / OR RELOCATION OF UTILITIES WITH APPLICABLE UTILITY COMPANY.
PROP. 30' SPILLWAY / I / I SPILLWAY WIDTH: 30' \ A
ELEVATION: 747.50' \ SPILLWAY ELEV: 747.50' PROP. CONSTRUCTION ENTRANCE 9' auualNc ulvE / / 6. CONTRACTOR TO REMOVE EXISTING STRUCTURES AS DIRECTED BY OWNER. CONTRACTOR TO
W ODES- l l I I SKIMMER: 4" (CLDSM 30.11A) B. 19, PG. 4192 - REMOVE STRUCTURES, FENCES, SHEDS AND MISC. DEBRIS. a)
� r I / A I ORIFICE DIAMETER: 2.0" - U)
EXIST TREE TO
o - - J � I EXIST TREE TO / cc � 7. ALL MATERIAL GENERATED BY THE DEMOLITION, CLEARING AND GRUBBING SHALL BE
i \ / BE REMOVED
BE REMOVED I / HAULED FROM THE SITE BY THE CONTRACTOR IN ACCORDANCE WITH ALL THE N
I - - - EXIST TREE TO
w I � - - -74g - - - - - - - - � � / EXIST TREE TO / / � / CHARLOTTE-MECKLENBURG HEALTH DEPARTMENT AND THE ENVIRONMENTAL PROTECTION
746 \ - EXIST TREE TO BE REMOVED BE REMOVED / / / DEPARTMENT REGULATIONS AND ORDINANCES. (V
/ 747 748 749 V / /� BE REMOVED �wooDED� / / / �/� / 00
\ \ / / co SIDEWALK / 8. ALL AREAS WHERE PAVEMENT, BUILDING SLABS, FOUNDATIONS, UTILITIES, CONDUITS, CV
DPP OMc ACQUISITION COMPANY D LLc EXISTING CURB & ASPHALT fr1
PROP. BAFFLES a. 23479, PG. 31 - - - - - - - - - - - - - - ��l
1 v m r AND/OR UTILITY STRUCTURES HAVE BEEN REMOVED SHALL BE BACKFILLED WITH SELECT (�
\ ASSOCIATED WITH PARKING -
/ M.B. 1 PG. 402 (PART OF) - - 7�- - - - - - - - -- - - 6" TREE - ffl yBACKFILL MATERIAL. ALL SELECT BACKFILL MATERIAL SHALL BE PLACED AND COMPACTED PERz
(CLDSM 30.19) ENCROACHING INTO 6' REE I n
PIN: 103-261-Os 6 R0 - y p r THE REQUIREMENTS OF THE SPECIFICATIONS AND THE ON -SITE GEOTECHNICAL ENGINEER.
/ PARKING TO BE REMOVED R - - - - - - - - - - - - 11 II " z �� 6 N
I / PROP. TREE PROTECTION < - _ - - - - - - - _ _ __ - - - - -� q II � II m � 00/� / 9. ALL WORK WITHIN THE STREET RIGHT OF WAY SHALL BE IN CONFORMANCE WITH ALL �
/ A \ - - -�_ �/ i APPLICABLE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION AND CITY OF CHARLOTTE � O
I FENCE, TYP. A ------------------ I �1110p
I (CLDSM: 40.02) 18" c&c - - i I -\ 111-G II / DEPARTMENT OF TRANSPORTATION REQUIREMENTS. ■ - C:
- - - 10. CONTRACTOR SHALL MAINTAIN TWO-WAY TRAFFIC AT ALL TIMES WHEN WORKING WITHIN
r - - - - - U
I
\ o A �� ��39G T / 11 II O G/ EXISTING STREETS. THE CONTRACTOR SHALL PLACE AND MAINTAIN SIGNS, DANGER LIGHTS,
\ 8» W \ V / II II A BARRICADES, AND FURNISH WATCHMEN OR FLAG MEN TO DIRECT TRAFFIC IN ACCORDANCE WITH
\ I \ \ \ �WOODED- EXISTING DUMPSTER - - - - - - \ \ \ 1 II THE WORK AREA TRAFFIC CONTROL HANDBOOK (W.A.T.C.H.). C
PAD TO REMAIN
DUMPSTER PAD � - �
o SIGN SIGN- - - _ /
m
I WOODED- 2 i � - _ _ �_ _ = 4„ G -- - - - / L)
�� � - \
MATCHLINE - SEE L)
W°°°E° v O w
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LEFT
i W (0
EXIST TREES TO �WooDED-
/ BE REMOVED
_ CAROLIA8MOTOPG CLUB-WC.
Tom_ I _ PROP. CATCH BASIN INLET moo' eul�iNc Hn A
/ - _ MR, 19, Pc.4o FART OF) PROTECTION, TYP. L _,u.�19 PG. 402 \ \ LI
PIN: 103-261 - l
° V / - _ ZONE: 0-15(CD) (CLDSM 30.15) i \ 00
I - USE: OFFICE 0 RETE I� v
/ PPS EXIST TREES _/ EX PROP. ASPHALT BUMPERS, A
TO REMAIN �. �50 -III _ TC TO BE INSTALLED WHILE \ ss w
- - �/ CVIOT Toro WAITING FOR LAST LIFT OF V A
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II I \
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a icN SIGN- _ _
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MATCHLINE - SEE RIGHT WOODED -
ASPHALT, TYP.
\
EXIST CURB AND GUTTER
TO BE REMOVED WITHIN jLIM
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ORB RGUTTER
A
EXIST CUTS
AND
TO TIE TO PROP
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THE
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BEFORE YOU DIGI
CALL 811 OR 1-800-632-4949 Project No: 20-CLT-142
N.C. ONE -CALL CENTER
IT'S THE LAWI Date: 07.14.2021
Designed By: UDP
Checked By: UDP
Sheet No:
GRAPHIC SCALE
40 0 20 40 80
1 INCH = 40 FEET C�700

MWAUAPPROVAL
CHARLOTTE. PROJECT NUMBER:
EN103INEERING
PCSO /
DETENTION / DRAINAGE PLAN
ER
SION CONTROL
UR
AN FORESTRY
TREE O
DINANCE
CD
T
NOTE: CHEDULE PRE -CONSTRUCTION MEETING
AT LEASM 48 HRS. PRIOR TO �NY LAND
DISTURBING ACTIVITY USING THE ONLINE
FORM FOUND AT http://chart enc.gov/Id
11/30/2021 vv vv vv vv vv vv v �v - - - �I F
SDRMF-2021-06,097 vv vv A vv v vv v v v v v
I
Jack Fulgourn, \ \
Gina HOdgeha
I
Erica Streit
-
Walta Brumskiiie,,,
V A \
55 REGAL HOLDIN�S LLC / \
A \ D.B. 28928, PG 854 - -
A PIN: 103-261- 04
\ \ \ \ ZONE R-f7MF ` \
USE: MUL FA MIL Y \
\ \
11
�- PP he - \ - \ \
PROP.
r\ I I TEMPORARY
LANE I PROP. PERMANENT PIPES V PIPE TO \ PROP. TEMPORARY SILT FENCE OUTLET, TYP.
I I I AND STRUCTURE TO BE - _ _ BASIN \�V
MPH I I I INSTALLED IN PHASE 1 A (CLDSM 06C)
'DOT LP _ - - - - - v-777
-- -
PROP. a`O PROP. SKIMMER
TEMPORARY (CLDSM 30.02B)
7T C-, _ OUTLET PIPE
948
74 OCR
07
IOCK 4
'ASONS
DO, 233
R-3PI
lLY RESIDENTIAL I I
�o r
PROP. 30' SPILLWAY
ELEVATION: 747.50'
ODED- I \ I I I
it
I
I
746 - - - -
\ 747
748 749
\PP i r
V PROP. BAFFLES
(CLDSM 30.19)
I/ / PROP. TREE PROTECTION
/ FENCE, TYP.
I(CLDSM: 40.02)
\ �I
_PROP. TEMPORARY PIPE TO BASIN
o I 750
I 751
III ,
I I I
/ I
^ LO
75119� PROP. CATCH
BASIN
INLET ION, PROTECTION, TYP
I (CLDSM 30.15)
I, EXIST TREES
pp TO REMAIN _
LO
V �1
/ I
753
��SIGN SIGN
I I
- pp -
- - - cARouNA MOTOR CLUE -WC \
0-8. 8966, PG. 151 \
- M.B. 19, PG, 4 FPART OF)
- PIN: 103-267
- - ZONE. 0-15(CD)
- USE. OFFICE
v 21s \
So FENCE, TYP. I II
SKIMMER BASIN \ (CLDSM 30.06A)
DRAINAGE AREA: 6.92 AC N \
DENUDED AREA: 6.92 AC
BOTTOM ELEV: 744.50 \
SKIMMER ELEV: 745.50
SEDIMENT STORAGE: 1.0' I
TOP ELEV: 749.00' \ I LO
STORAGE DEPTH: 2' EXIST TREES
SPILLWAY WIDTH: 30' TO REMAINLO
SPILLWAY ELEV: 747.50'
SKIMMER: 4" I� PROP. C CATCH (CLDSM 30.11A)
TYP.
INLET I PROP. CONSTRUCTION ENTRANCE /
ORIFICE DIAMETER: 2.0"
� PROP. TEMPORARY PIPE TO BASIN
� �
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CAROLINA M007 R CLUB INC. \
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D, 8 25638,G 898
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ZONE: 0-15(CD)
\
USE: OFFICE CONDOMINIUM
\ \ I
II II II
\
PROP. CATCH BASIN INLET
PROTECTION, TYP.
II
II II II
(CLDSM 30.15)
II
-
��
III ICI
Iq
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�J I
I
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EXIST TREESLO
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751_
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-WOODED-
CONSTRUCTION SCHEDULE:
APP OV
1. OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS FROM CHARLOON T
LAND DEVELOPMENT.
CHARLOTTE-MECK ENBU
2. FLAG THE WORK LIMITS AND BUFFER AREAS FOR PROTECTION.
FOR
TION
fiDEPARTMENT
3. HOLD ON -SITE PRE -CONSTRUCTION CONFERENCE WITH CHARLOTTE LAND Es re t J1KIr1sOFl"
DEVELOPMENT EROSION CONTROL INSPECTOR TO DISCUSS EROSION CONTROL
MEASURES. FAILURE TO SCHEDULE SUCH CONFERENCE 48 HOURS PRIOR TO ANY
LAND DISTURBING ACTIVITY IS A VIOLATION CODE AND IS SUBJECT TO A FINE.
4. INSTALL CONSTRUCTION ENTRANCE, SILT FENCE, INLET PROTECTION, TREE
PROTECTION AND OTHER MEASURES AS SHOWN ON PLANS. COMPLETE DEMOLITION
ONLY AS NECESSARY TO INSTALL THESE DEVICES. SEDIMENT BASINS SHALL BE
STABILIZED IMMEDIATELY UPON INSTALLATION.
5. CALL FOR ON -SITE INSPECTION BY INSPECTOR. WHEN APPROVED, INSPECTOR
ISSUES THE GRADING PERMIT AND CLEARING AND DEMOLITION MAY BEGIN.
6. COMPLETE SITE CLEARING. REMOVE OR RE-ROUTE EXISTING UTILITIES THROUGH THE
SITE INCLUDING LIGHT POLES, UNDERGROUND UTILITIES AND STORM DRAINAGE PIPES.
7. CONSTRUCTION ALONG REGAL OAKS DRIVE AND EXECUTIVE CIRCLE SHOULD BE
HELD UNTIL LATER PHASES. THE SIDEWALK SHALL REMAIN OPEN FOR PEDESTRIANS.
CONTRACTOR SHALL INSTALL SILT FENCE AND OTHER BARRIERS AS NEEDED TO
ENSURE THE SAFETY OF PEDESTRIANS.
8. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION
CONTROL DEVICES AND STRUCTURES. EFFECTIVE OCTOBER 1, 2010, PERSON
RESPONSIBLE FOR 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 APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS
BEING FOLLOWED. SELF -INSPECTION REPORTS ARE REQUIRED.
9. FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL MEET WITH EROSION
CONTROL INSPECTOR PRIOR TO COMMENCING WITH EACH PHASE OF EROSION CONTROL
MEASURES.
10. ROUGH GRADE SITE, STOCKPILE TOPSOIL, CONSTRUCT CHANNELS, INSTALL
CULVERTS AND OUTLET PROTECTION, AND INSTALL SEDIMENT FENCE AS NEEDED.
MAINTAIN DIVERSIONS ALONG TOP OF FILL SLOPES DAILY.
11. AFTER GRADING IS COMPLETE INSTALL STORM DRAINAGE AND OTHER UTILITIES.
INSTALL INLET PROTECTION AT ALL CATCH BASINS AND STORM INLETS. ONCE
COMPLETE, RUNOFF SHOULD BE DIVERTED TO INLETS. INLET PROTECTION MUST REMAIN
IN PLACE WITHIN THE WORK AREA UNTIL ALL AREAS OF THE PROJECT ARE
STABILIZED.
12. FINISH THE SLOPES AS SOON AS ROUGH GRADING IS COMPLETE. LEAVE THE
SURFACE SLIGHTLY ROUGHENED AND VEGETATE AND MULCH IMMEDIATELY.
13. COMPLETE FINAL GRADING FOR LOT PADS. ALL RUNOFF SHOULD BE DIRECTED
AWAY FROM THE BUILDING PAD.
14. COMPLETE FINAL GRADING FOR STREETS AND STABILIZE WITH GRAVEL.
15. COMPLETE FINAL GRADING OF GROUNDS, TOPSOIL CRITICAL AREAS, AND
PERMANENTLY VEGETATE, LANDSCAPE, AND MULCH. REFER TO LANDSCAPE PLAN FOR
ADDITIONAL INFORMATION.
16. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE INSPECTED WEEKLY
AND AFTER 0.5" RAINFALL EVENTS. NEEDED REPAIRS WILL BE MADE IMMEDIATELY.
17. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH
THE NC EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, US DEPT.
OF AGRICULTURE, CITY OF CHARLOTTE EROSION CONTROL ORDINANCE, AND THE
CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL.
18. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF EROSION
CONTROL MEASURES. AFTER SITE IS STABILIZED, REMOVE ALL TEMPORARY MEASURES
AND INSTALL PERMANENT VEGETATION ON THE DISTURBED AREAS PER THE
LANDSCAPE PLAN.
19. COMPLETE MASS GRADING OF SITE, INCLUDING BUILDING PADS FOR BUILDINGS 1,
2, AND 4, AND ADJACENT PARKING. SKIMMER BASIN TO REMAIN IN PLACE WHILE
MASS GRADING IS COMPLETED. AFTER MASS GRADING IS COMPLETED, SKIMMER BASIN
TO BE REMOVED AND REPLACED WITH UNDERGROUND DETENTION SYSTEM. FINAL
PHASES OF GRADING MAY THEN BEGIN, INCLUDING GRADING OF BUILDING 3 BUILDING
PAD, ADJACENT PARKING, AND FINAL CONSTRUCTION AND FINE GRADING.
I
I p I EROSION CONTROL LEGEND:
� I I �
l
II I� Iv I I II I� II O
PROP. CATCH BASIN INLET I V II
PROTECTION, TYP. II V A II
(CLDSM 30.15)-
PROP. ASPHALT BUMPERS,,\ v I� II
TO BE INSTALLED WHILE \ ohe -
WAITING FOR LAST LIFT OF - - c RA OLkVA MOTOR CLUB INC A I II
ASPHALT, TYP. _ \ // V A \ D.a 2�5638, PG, 898,, A
uge-
U,F9'2, PG, 1 v v II
M.B. 19, PG 402
I PIN: 103-A7-78
�NE 0-15\) \ V / ugt-
/ A V A USE: OFFICE CONDOMINIUM \ \ II w
--,53
II
Nx
CONSTRUCTION ENTRANCE
DENUDED LIMIT
SILT FENCE
CATCH BASIN INLET PROTECTION
STONE SILT FENCE OUTLET
PROPOSED STORM DRAINAGE
EXISTING STORM DRAINAGE
EXISTING OVERHEAD ELECTRIC
EXISTING TELEPHONE
EXISTING UNDERGROUND ELECTRIC
EXISTING UNDERGROUND TELEPHONE
EXISTING WATER LINE
EXISTING GAS LINE
EXISTING UTILITY POLE
BEFORE YOU DIGI
CALL 811 OR 1-800-632-4949
N.C. ONE -CALL CENTER
IT'S THE LAWI
GRAPHIC SCALE
40 0 20 40 80
INCH = 40 FEET
0/25/2021
URBAN
DESIGN
PARTNERS
1213 w morehead st ste 450
charlotte, nc 28208
P 704.334.3303
urbandesignpartners.com
nc firm no: P-0418 sc coa no: C-03044
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Project No: 20-CLT-142
Date: 07.14.2021
Designed By: UDP
Checked By: UDP
Sheet No:
C-7.1

•
CHARLOTTE_
ROVAL
PROJECT NUMBER
EN INEERING
PCSO / DETENTION / DRAINAGE PLAN
EROSION CONTROL
UR N FORESTRY
TREE O DINANCE -�
CD T'
NOTE: SCHEDULE PRE -CONSTRUCTION MEETING
AT LEAST 48 HRS. PRIOR TO ANY LAND
DISTURBING ACTIVITY USING THE ONLINE
FORM FCiVopVhttp://charlottenc.gov/ld
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APPF
CONSTRUCTION SCHEDULE: CON;
1. OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS FROM CHARLOTTE LAND DEVELOPMENT.
2. FLAG THE WORK LIMITS AND BUFFER AREAS FOR PROTECTION. CHARLOTTE-MECK
3. HOLD ON -SITE PRE -CONSTRUCTION CONFERENCE WITH CHARLOTTE LAND DEVELOPMENT EROSION CONTROL INSPECTOR TO DISSMI
EROSION CONTROL MEASURES. FAILURE TO SCHEDULE SUCH CONFERENCE 48 HOURS PRIOR TO ANY LAND DISTURBING ACTIVITY IS A
VIOLATION CODE AND IS SUBJECT TO A FINE.
4. INSTALL CONSTRUCTION ENTRANCE, SILT FENCE, INLET PROTECTION, TREE PROTECTION AND OTHER MEASURES AS SHOWN ON
PLANS. COMPLETE DEMOLITION ONLY AS NECESSARY TO INSTALL THESE DEVICES. SEDIMENT BASINS SHALL BE STABILIZED IMMEDIATELY
UPON INSTALLATION.
5. CALL FOR ON -SITE INSPECTION BY INSPECTOR. WHEN APPROVED, INSPECTOR ISSUES THE GRADING PERMIT AND CLEARING AND
DEMOLITION MAY BEGIN.
6. COMPLETE SITE CLEARING. REMOVE OR RE-ROUTE EXISTING UTILITIES THROUGH THE SITE INCLUDING LIGHT POLES, UNDERGROUND
UTILITIES AND STORM DRAINAGE PIPES.
7. CONSTRUCTION ALONG REGAL OAKS DRIVE AND EXECUTIVE CIRCLE SHOULD BE HELD UNTIL LATER PHASES. THE SIDEWALK SHALL
REMAIN OPEN FOR PEDESTRIANS. CONTRACTOR SHALL INSTALL SILT FENCE AND OTHER BARRIERS AS NEEDED TO ENSURE THE SAFETY
OF PEDESTRIANS.
8. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES. EFFECTIVE
OCTOBER 1, 2010, PERSON RESPONSIBLE FOR 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 APPROVED EROSION AND SEDIMENTATION
CONTROL PLAN IS BEING FOLLOWED. SELF -INSPECTION REPORTS ARE REQUIRED.
9. FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL MEET WITH EROSION CONTROL INSPECTOR PRIOR TO COMMENCING WITH
EACH PHASE OF EROSION CONTROL MEASURES.
10. ROUGH GRADE SITE, STOCKPILE TOPSOIL, CONSTRUCT CHANNELS, INSTALL CULVERTS AND OUTLET PROTECTION, AND INSTALL
SEDIMENT FENCE AS NEEDED. MAINTAIN DIVERSIONS ALONG TOP OF FILL SLOPES DAILY.
11. AFTER GRADING IS COMPLETE INSTALL STORM DRAINAGE AND OTHER UTILITIES. INSTALL INLET PROTECTION AT ALL CATCH BASINS
AND STORM INLETS. ONCE COMPLETE, RUNOFF SHOULD BE DIVERTED TO INLETS. INLET PROTECTION MUST REMAIN IN PLACE WITHIN THE
WORK AREA UNTIL ALL AREAS OF THE PROJECT ARE STABILIZED.
12. FINISH THE SLOPES AS SOON AS ROUGH GRADING IS COMPLETE. LEAVE THE SURFACE SLIGHTLY ROUGHENED AND VEGETATE AND
MULCH IMMEDIATELY.
13. COMPLETE FINAL GRADING FOR LOT PADS. ALL RUNOFF SHOULD BE DIRECTED AWAY FROM THE BUILDING PAD.
14. COMPLETE FINAL GRADING FOR STREETS AND STABILIZE WITH GRAVEL.
15. COMPLETE FINAL GRADING OF GROUNDS, TOPSOIL CRITICAL AREAS, AND PERMANENTLY VEGETATE, LANDSCAPE, AND MULCH. REFER
TO LANDSCAPE PLAN FOR ADDITIONAL INFORMATION.
16. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE INSPECTED WEEKLY AND AFTER 0.5" RAINFALL EVENTS. NEEDED
REPAIRS WILL BE MADE IMMEDIATELY.
17. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NC EROSION AND SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL, US DEPT. OF AGRICULTURE, CITY OF CHARLOTTE EROSION CONTROL ORDINANCE, AND THE CHARLOTTE
LAND DEVELOPMENT STANDARDS MANUAL.
18. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF EROSION CONTROL MEASURES. AFTER SITE IS STABILIZED,
REMOVE ALL TEMPORARY MEASURES AND INSTALL PERMANENT VEGETATION ON THE DISTURBED AREAS PER THE LANDSCAPE PLAN.
EROSION CONTROL LEGEND:
CONSTRUCTION ENTRANCE
■.........■
DENUDED LIMIT
SILT FENCE
OCATCH
BASIN INLET PROTECTION
STONE SILT FENCE OUTLET
PROPOSED STORM DRAINAGE
EXISTING STORM DRAINAGE
hhe
EXISTING OVERHEAD ELECTRIC
t
EXISTING TELEPHONE
uge
EXISTING UNDERGROUND ELECTRIC
ugt
EXISTING UNDERGROUND TELEPHONE
W
EXISTING WATER LINE
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EXISTING GAS LINE
EXISTING UTILITY POLE
BEFORE YOU DIG!
CALL 811 OR 1-800-632-4949
N.C. ONE —CALL CENTER
IT'S THE LAWI
(5
GRAPHIC SCALE
4.0 0 2.0 4.0 80
INCH = 40 FEET
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0/25/2021 /
U R B A N
DESIGN
PARTNERS
1213 w morehead st ste 450
charlotte, nc 28208
P 704.334.3303
u rbandesi gn partners. com
nc firm no: P-0418 sc coa no: C-03044
CARD
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Project No: 20-CLT-142
Date: 07.14.2021
Designed By: UDP
Checked By: UDP
Sheet No:
C-702