NCC220449_Site Plan or Location Map_20220125

•
CHARLOTTE_
INAL APPROVAL
71
o
PROJECT NUMBER:
ENGINEEANG
PCSO / DETENTION
INAGE PLAN
EROSION'
o
o
ONTROL
URBAN K
iRESTRY.
TREE ORDINANCE
o
0
u
CDOT
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NOTE: SCHEDULE PREP:
1NSTRUCTI0 MEETING
AT LEAST 48 HRS. PRI&
TO ANY LAN
DISTURBING ACTIVITY
SING THE ONLINE
FORM FOUND AT http:19
arlottenc.gov/Id
1/11/2022
SDRSF-2021-00066
Emily Chien
SSMH #537191
RIM-649.27'
INVERT OUT - 633.25'
/
\ AMERICAN HOMES
INVESTMENTS NC LP
NOW OR FORMERLY
I
I
AHI BORROWER LP
COS
AHI BORROWER LP
NOW OR FORMERLY
LOT57
DB 33800 PG 728
MB 65 PG 454
i
/
NOW OR FORMERLY
DB 34920 PG 559
AHI BORROWER LP
AMERICAN HOMES
NVESTMENTS NC LP
DB 34920 PG 559
MB 65 PG 454
PARCEL ID # 217-251-24
PARCEL ID # 217-251-81
/
AMERICAN HOMES
NOW OR FORMERLY
LOT54
W OR FORMERLY
LOT 55
�Dl
MB 65 PG 454
PARCEL ID#217-251-25
INVESTMENTS NC LP
DB 34920 PG 559
3380 _ PG 728
AMERICAN HOMES NOW OR FORMERLY MB 65 PG 454 MB 65 PG
INVESTMENTS NC LP LOT53 PARCEL ID # 217-251-27 -24
James Wilson NOW OR FORMERLY DB 33800 PG 728 ARCEL ID # 217-251 - - -
I COS MB 65 PG 454
GRAPHIC SCALE D633800PG728 PARCEL ID#217-25i-80 - - --
/ MB 65 PG 454
PAR
/ CEL ID#217-251-83 /
I ,
2.04'
30 pw hj2W 240
AMERICAN HOMES 0yd SSMH #5372124r �� 73,64'
INVESTMENTS NC LP ��,! RIM-65321 e�
AMERICAN HOMES NOW OR FORMERLY / �y / INVERT IN-649.51' O PROPOSED TEMP. SILT / .�
INVESTMENTS NC LP LOT39 �; O INVERT OUT -648.81' 60.03'
AMERICAN HOMES NOW OR FORMERLY DB33800PG728 �?.% FENCE OUTLET (TYP.) / I / /
\ INVESTMENTS NC LP iy 60.03'
KCjpj=1e AMERICAN HOMES NOW OR FORMERLY LOT 38 MB 65 PG 454 ��� / -
1 6 AMERICAN HOMES INVESTMENTS NC LP LOT37 DB 13800 PG 728 PARCEL ID # 217-251-41
INVESTMENTS NC LP NOW OR FORMERLY MB 65 PG 454 / l - ✓ / / / / / // /
DB 33800 PG 728 77.25 / /
AMERICAN HOMES LOT 36 PARCEL ID # 217-251-42
INVESTMENTS NC LP DB 33800 PG 728
NOW OR FORMERLY MB 65 PG 454 / -
PARCEL ID # 217-251-43 // _ \ /
LOT35 / /
\ NOW OR FORMERLY MB 65 PG 7454
-2
DB 33800 PG 728 /�// /// �3
LOT34 ARCEL ID#217-251-44
MB 65 PG 454
SSMH#537185 DMB65PG454B 33800 PG 8 PARCEL ID # 217-251-45 / / ° / �\ / / // / INSTALL CONSTUCTION ENTRAN
RIM-638.40' PARCEL ID # 217-251-46 / /
0' / / / / / , �� / // / � IIII; /� SEE DETAIL 30.IIA ON
INVERTIN-627.5
INVERT OUT-627.20' SHEET EC4.2.
AMERICAN HOMES / / / / / /// / / r J / / / / / / \ e� I n
INVESTMENTS NC LP AMERICAN HOMES 12/
NOW OR FORMERLY INVESTMENTS NC LP 0.00'
LOT32 NOW OR FORMERLY /_ _ Ir/_.INSTALL CONCRETE WASHOUT
DB 33800 PG 728 LOT 33 62.50, / �LL I I / / I I I / // // 1 �1 / / / / ✓ / / / / / / \ III
MB 65 PG 454 DB 33800 PG 728 62.50' L I I (TVTA� I - ,I / I I - I PARCEL ID # 217-251-48 MB 65 PG 454
PARCEL ID # 217-251-47 8.58' E
SSMH / I I I N I I / I, �� I I �I //%/// DEVELOPER/CONTRACTOR TO COORDINATE
RIM-640.20' 16.T9 -II / ITING
INVERT IN-628,40' / I I I I I STOCKPILE WITHIN EXISTING R/yINVERT OUT-628.0354 TREE PROTECTION / -` III
\
EXISTING
: ASPHALT
E..13�0.4FENCING (TYP.) ROAD
1, .7 Z�47
PROPOSED TEMP. SILT 1 I I I 1 \ \ \ \ I A I I II 1 / - J I I I I °� % / / / / // / 11 I \ ` / / / / / ROCK CHECK / / / / \ \ LIMITS OF DISTURBANCE (TYP.)
/ - - - DAM (TYP.)
Ilfilllrt� \ \ \ 1 I 1-I-I
FENCE OUTLET (TYP.) \ I Jam\ \ \ \ \ \ \ \ 1 1 ' '_ / / � / / \ � /// / / / � / / / � C
f�J __Ll� / / \ TEMPORARY DIVERSION SWALE \
I111 ( SILT FDEFNCE (TYP.)r TDS-06/
z
-� // / SILT /FENCE(IP.)I � I TEMPORARY SLOPE
DRAINAGE AREA (TYP.) DRAIN (TYP.)IIII II p R �_
LIMITS O DISTURBANCE (TYP.) I 1 1 \ \ \ I I I 1 1 1 I \ / // \ \ / / / / / TEMPORARY SKIMMER BASIN 04
l / PRE D.A.: 2.90 AC.///
I/ / / I 1 I 1 I 1 \ \ \ \ I / J / LENGTH: 50' / / I� �, 42" CMP
\ \ \ \ 1 1 \ \ l 1111 \ \ \ \ J / ' / / / \ - \ / / � / / / i Ey5 - - / \ 11 ELEV 652.44
T= \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ O� BOTTOM ELEV: 650' - - -
' TOP ELEV: 654'
5 \ \ \ \\ / / j / / / / / - TEMPORARY DIVERSION SWALE *SEE DETAIL 30.02A (TYP.)
25�3 CR�s
\ \ \ \ TDS-05 - / / POROUS
A l 21� t5 �2 \ _ // \ / / J / / / . / / / BAFFLES (TYP.) / - - - INSTALL NAG 575
L / / / EROSION CONTROL ,
TEMPORARY SKIMMER DEVICE / �-\
MATTING (TYP.) / / III\ ELEV 649. 99
/ V \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 °.-� \ \ •--_ \ \ 1 u CMP
/ � / � SIZE: 1.50 I( I \
ORIFICE: 1.50
NV. OUT: 651'/
Vo
10' WIDE x I' DEEP
ROCK PIPE INLET / / / / / EMERGENCY SPILLWAY
/ / / 111 1
EROSION CONTR
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DESCRIPTION
11LAN
I
SILT FENCE
aso
SILT FENCE - HIGH
HAZARD DOUBLE ROW
CLEARING LIMITS
CL
CL
LIMITS OF DISTURBANCE
LOD
TEMPORARY DIVERSION
SWALE
T D
TREE PROTECTION
o 0
TEMPORARY SEEDING
TS
PERMANENT SEEDING
PS
FILTER RING INLET
PROTECTION
SILT FENCE OUTLET
RIP RAP OUTLET
PROTECTION
ROCK CHECK DAM
STABILIZED
CONSTRUCTION ENTRANCE
BLOCK & GRAVEL
INLET PROTECTION
FILTER BAG CATCH BASIN
INLET PROTECTION
DRAINAGE AREA
BOUNDARY
I ( / - / I I I \ 1 I I I , \ \ \ I //// / \ \ \ \ \ \\ I / J / - PROTECTION (TYP.) I I I I LIMITS OF DISTURBANCE (TYP.)\O�\
1 1 I I \ EROSION CONTROL NOTES -GENERAL NOTES
I / I / D OFTRIB TARN /
/ I / / SILT FENCE (TYP.) \ \ \ I I // ////// \ 1 1 1 / / / / PROPOSED RIPRAP I I \ 1• ALL "STD,"NUMBERS REFER TO THE CHARLOTTE LAND
DEVELOPER/CONTRACTOR TO COORDINATE / i / // OUTLET PROTECTION / I ) I / I \ DEVELOPMENT STANDARDS MANUAL.
/ ROCK CHECK / / / / / / / I / / / \ \ I I / // - WITH DUKE ON REMOVAL OF EXISTING - - // �'�r� a45-
I DAM (TYP.) / / / / \ I / / e / / / - - - 3 WxlO Lxll W,
// / ss, /i STOCKPILE WITHIN EXISTING R/W / / - g55- -' - / / / aso - - - / / ( 1 I I I I \ 2. ON -SITE BURIAL PITS REQUIRE AN ON -SITE DEMOLITION
/ / / / / \ / // / // \ / /III // / / _ Dso-o.30 LANDFILL PERMIT FROM THE ZONING ADMINISTRATOR.
� - /-I �/ / / / I I I
<p/ / / / / /// 5 a4o- _ - - - - / / \ 3. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON
I I j /// / '�/ O O /� // \ \ , - l l/ / l / - /�/ / ` - - - / I I / / \ I THE PLAN IS A VIOLATION OF THE CITY/COUNTY
.� // / // - \ / / / / / / / /� , / / / / / / I \ EROSION CONTROL ORDINANCE AND IS SUBJECT TO A
F,p j//// \� _-/ ///// / // / /' / ��/ /%/ 1\-- /i % �� / / // / / I \ FINE.
/ 0/ b /// --/ / /// / V -// 5 /
//// o
/ / 0 4. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED
EROSION CONTROL PLAN IS A VIOLATION OF THE
TEMPORARY SKIMMER PIPE l l \ ( CITY/COUNTY EROSION CONTROL ORDINANCE AND IS
40 LF 10" PVC PIPE 0 7.5X. % / // / - / / /
ROCK CHECK / / / - _ - SUBJECT TO A FINE.
// CONTRACTOR TO REMOV / / / �// / / / r / �- e -
\ DAM (TYP.) - _ / / - Ep / / / 65 - \ 5. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER
65p_ / FOLLOWING STABILIZATION�i / // \ \I I SLOPES AND ALL SLOPES STEEPER THAN 3 HORIZONTAL
/ // / - - -
\ WITH PERMISSION OF E S10N / / //
/ // // / / l i ii // /i / I TO 1 VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY
CONTROL I ,CTOR. /// / \\V/ / / / I ��/ /i // // / / - / / / \
�i / OR PERMANENT STABILIZATION WITH GROUND COVER AS
- - / / // /i / / / / / / / / / i /
// _ / \ SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 7
TEMPORARY DIVERSION SWALE - � - / / / / / j - - / /j j / / � / // / J (I � /// / // / - J I � N:4�42f>� � \I / � CALENDAR DAYS FROM THE LAST LAND -DISTURBING
TDS-03 / - // // - �_� /I/ / / / / / / //
/ / - - - - - - - - / // / / // / / // / / / / / / // / / / / _ L / / 0.13�4o a \ I ~ \ ACTMTY. ALL OTHER DISTURBED AREAS SHALL BE
/ -1 / \
I I I I ( (� \ \ /// - , - - - - // � Tj / // / / // /• / / / / //// / - v%59.13 \ PROVIDED TEMPORARY OR PERMANENT STABILIZATION
// / TEMPORARY SLOPE / / - - - - - / / //� -e4o / �� / / / / / / / I // / / / /#4 REBA ouw \
// / / / / I // / °\ WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN
DRAIN (TYP.) // 5° / /// / / / / I // ) \I /
^, _ - - - -�� / I I 1 /// / / . �\ \\ / ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST
/ ///// _ / / / / \ LAND -DISTURBING ACTMTY.
' ; �� /�� j / - L'I�i� / /tea/ // / / / / / / I I i INSTALL \ I ✓
ROCK PIPE INLET / / - / / / / /i/ / / / / \
� / DRAINAGE AREA (TYP.) � 6. ADDITIONAL MEASURES TO CONTROL EROSION AND
PROTECTION (TYP.) / CONCRETE I
SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF
/ /" // WASHOUT / ( /
TEMPORARY DIVERSION SWALE / / / / / / \ \ O\ \\ 6� \ //j// \ v / j �/ - -- // / // / I / j / / / / / / I THE CITY ENGINEERING DEPARTMENT.
I \ \\ /� / - / / / / / / / / / / / / // I�// / �/ / /
TDS-01 I / / \ \ \ \ -�// \ �- / / � �'� - - - / // /
� � - / / - - - , - / / / - / / // / / / / I / ( I 7. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL
I I I / / / ` \ \ \\ j// / / / / / / / / - - - / //j j /// / // / / / / / j / / / / INSTALL CONSTUCTION ENTRANCE. � SLOPES GREATER THAN 10' REQUIRE ADEQUATE
/ \ // / / / _ / / / I / / / /
ROCK PIPE INLET I I / \ \ \ \ �\ v / / - - / / /= S // / / / // J - / SEE DETAIL 30.IIA ON - / I
/ I / / _ - / / / / / , - i- JJ / // // - / / / // //o / /� TERRACING [CLDSM 30.16].
PROTECTION (TYP.) f I / \ \ s \\ T \ \ / / / / - _ / , - / /� - / / / - / 5 ROCK CHECK \ / SHEET EC4.2. I
/ I I I I ` 4S \ _ - // // / DAM (TYP.) / I 8. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT
64s / / // - PROPOSED TEMP. SILT _ / / // j / / / / / /////// / GRADING EXCEEDING ONE ACRE THAT WAS NOT
TEMPORARY SLOPE / / I I \ - / / / - FENCE OUTLET (TYP.)
/ II I \ \ - / 5y/
5 ,
PREVIOUSLY APPROVED.� DRAIN (TYP.) / /// / //// / LIMITS OF DISTURBANCE (TYP.)
/
9. TEMPORARY GROUND COVER MUST BE PROVIDED PER
PROPOSED TEMP. SILT / \ / /L�° // / I / I / NCDEQ STD. 6.10 & 6.11.
TREE PROTECTION / I // / / 1 I I I I I I / / \ \ \ - - \ , / / / / / / j/ i / f / L / J /
POROUS \ / // / , _ / // , /i / / / / / / / FENCE OUTLET (TYP.) / // // - �d / 10. ALL DITCHES MUST BE UNED IMMEDIATELY IF REQUIRED
//
FENCING (TYP.) / / / / I I I I / \ BAFFLES (TYP.) AND STABUZED PER NCDEQ STD. 6.10 & 6.11.
_ 11. SOILS: CeB2. CeD2. MO. PaE. PaF. WkE
\ \
POROUS I l \ \ \ \ - - / FES 84 / I l \ \ \ \ - - - - - / / / / / / \ / 12. DENUDED LIMITS: 21 AC.
/ I / BAFFLES (TYP.) \ \ \ \ \ \ \ \ // / INV. IN: 632.00 (E) - // / / / / / / /� \ ✓
l \ \ / / ✓ / / /� / / I /
TEMPORARY SKIMMER DEVICE
EROSION CONTROL NOTES - SEC. 17.35(a)(9)
SIZE: 2.00 _ / (I \ \ „
\ TEMPORARY DIVERSION SWALE 1 - / - '42 LF 24 RCP / / / / / / / / /
ORIFICE: 2.00" \ - - // o / / / / i/. / / l / i
(I \ / I \ \ � � � Tos-02 � o � - � -/ / ' o / / / / � � ^ EFFORT SHOULD BE MADE NOT TO UNCOVER MORE THAN 20 ACRES AT ANY
INV. OUT: 621 / ( I % \ \ - - - - _ - / / T E3 _� 1.17X /j TEMPORARY DIVERSION SWALE
ONE TIME. IF MORE THAN 20 ACRES ARE TO BE UNCOVERED AT ANY ONE
IDS-04 / / \ , V. OUT: 635.50 (SE) / / / / / PO / / TIME THE PLAN SHALL CONTAIN THE FOLLOWING:
I \ Z, INSTALL NAG S75 � / �
CS 01 \ J \ \ - - - _ a ''� 635 / / / I / 3 A. THE METHOD OF LIMITING THE TIME OF EXPOSURE AND AMOUNT OF
J) - ` \EROSION CONTROL I -- I I l / / I I l / /i p� v V /j/
INV. OUT: 616.50 (S) //I /\ \ \ \ \ \ - - - \ \ MATTING (TYP.) , - / / a4°� / / / / I I / // �P��c�'IP�E� EXPOSED AREA TO ACHIEVE THE OBJECTIVES OF THIS CHAPTER.
/V 61 LF 24" RCPf / l / / / l ) / I l L \ / SUZANNADEES& pE�Qo� 3°o° / / B. A CUT/FILL ANALYSIS THAT SHOWS WHERE SOIL WILL BE MOVED FROM ONE
/ / \ \ \ I I / / CONRAD BRABSON �C� 6K' �. y
/ I � � // NOW OR FORMERLY R� RAP °° og o� / / AREA OF THE TRACT TO ANOTHER AS GROUND ELEVATION IS CHANGED.
10.72X / / ` \ \ I I I I /i DB18937PG308 �o �EEo�P�tik -� / C. CONSTRUCTION SEQUENCE AND CONSTRUCTION PHASING TO JUSTIFY THE
MECKLENBURG COUNTY I I / _ \ \ TEMPORARY SKIMM� O I� / / I ( I // PARCEL ID#217-25i-01 Qgt �pJ� 5' f/ /� // TIME AND AMOUNT OF EXPOSURE.
NOW OR FORMERLY // s \. �- - �\ \ OZ511_E: Lou -6' FES 82 / 1 1 I / \-'/ D. TECHNIQUES TO BE USED TO PREVENT SEDIMENTATION ASSOCIATED WITH
DB 19003 PG 747 � _
PA RCEL ID#217-271-02 j/ l r \ zs \ \zs - _ _ 620. \\ IFICE: 1.50" - I- INV. IN: 628.97 (NW / / - ; / / POROUS BAFFLES (TYP.) / / \ // / 1/ / / LARGER DISTURBED AREAS.
441 OUT: 640 - 'I PROPOSED RIPRAP / / / / \i / / I / / E. ADDITIONAL EROSION CONTROL MEASURES, STRUCTURES, AND DEVICES TO
- INSTALL NAG S75 OUTLET PROTECTION,
`II II 6'Wxl2'Lxl4'W, / � / � b' / / / / ` j / PREVENT SEDIMENTATION.
\ -EROSION CONTROL \ \� \ ELDIJ-OCSDIP \ - - -� - I
20' WIDE x I' DEEP / / / / - \ \\ _._ .. \. _ zz
EMERGENCY SPILLWAY \ ss \ � -MATTING (TYP.) \ I � _ - _ � -{- Dso=0.40 _ / I 1 / / /
ri �`'��i I \ 20' WIDE x 0.5' DEEP - _ _--I / /
� '/ l / / EROSION CONTROL NOTES -CONSTRUCTION SEQUENCE
-;--/
9 \ EMERGENCY SPILLWAY =
/� 1 - \� - T / �� �/ 20' WIDE x 0.5' DEEP
66 LF 24" RCP - / - I/ / ti / 1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM THE CITY OF CHARLOTTE ENGINEERING DEPARTMENT.
PROPOSED RIPRAP / s, / -SKIMMER BASIN 02 � � � EMERGENCY SPILLWAY -/ �
OUTLET PROTECTION, / \� \ D / , / / / \ PRE D.A.: 4.4 AC. - i / 2. SET UP A ON -SITE PRE -CONSTRUCTION CONFERENCE WITH EROSION CONTROL INSPECTOR OF THE CITY ENGINEERING
/ / /I \ \ / �� 12.01% / / l 1 I \ ' WIDTH: 70' - �/ I l -t r-� - J / /� I / DEPARTMENT TO DISCUSS EROSION CONTROL MEASURES. FAILURE TO SCHEDULE SUCH CONFERENCE 48 HOURS PRIOR TO ANY
s'wx12'Lx14'w, LENGTH: 110' _ / - �. - J / LAND DISTURBING ACTIVITY IS A VIOLATION OF CHAPTER 17 OF THE CITY CODE AND IS SUBJECT TO FINE.
Dso=0.40 ��" \ SKIMMER BASIN 01 / / / / / ' / BOTTOM ELEV: 639' 211.93' / PROPOSED RIPRAP / SKIMMER BASIN 03 TEMPORARY SKIMMER DEVICE 3. INSTALL SILT FENCE INLET PROTECTION SEDIMENT TRAPS DIVERSION DITCHES TREE PROTECTION AND OTHER MEASURES AS
SIZE: 1.50" a
y / PRE D.A.: 5.65 AC. TOP ELEV: 644' OUTLET PROTECTION, PRE D.A.: 1.95 AC. SHOWN ON PLANS, CLEARING ONLY AS NECESSARY TO INSTALL THESE DEVICES.
FES #so / / WIDTH: 60, 6'Wxl2'Lxl4'W, WIDTH: 50' ORIFICE: 1.50° 4. CALL FOR ON -SITE INSPECTION BY INSPECTOR. WHEN APPROVED, INSPECTOR ISSUES THE GRADING PERMIT AND CLEARING AND
INV. IN: 608.54 (N) / / LENGTH: 150' D LENGTH: 70' INV. OUT: 636'
/ � BOTTOM ELEV: 620' AMYCFIDDLEETAL 50=0.40 BOTTOM ELEV: 635' GRUBBING MAY BEGIN.
TOP ELEV
KAREN RUSSELL \ / / / : TOP ELEV: 640' NOW OR FORMERLY 5. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES.
/ / /
NOW OR FORMERLY / LOT 625' CS #03 6. FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL MEET WITH EROSION CONTROL INSPECTOR PRIOR TO COMMENCING
LOT6 / Vv 39575' DB14524PG267 KIMBERLY M ROTUNDA INSTALL NAG S75
DB 155696 PG 182 , S 47-19'32 PB 75 PG 76 NOW OR FORMERLY 5HERALD K BAKER & INV. OUT: 632.50 (W) WITH EACH PHASE OF EROSION CONTROL MEASURES.
1 � PARCEL ID LOTS EROSION CONTROL MELVINLBAKER JERSSICAD HITS 7. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE.
PB D# 6 PG 4 11 \ J W OR D WHITE
PARCEL ID#6460000046 DB4427PG116 MATTING (TYP.) NOW OR FORMERLY NOW OR FORMERLY � 8. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF EROSION CONTROL MEASURE.
PARCEL ID # 6460000078 DB 15065 PG 229 LOT 1 9. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N. C. EROSION AND SEDIMENT
PBB 73
PB 73 PG 183 \ DB PG CONTROL PLANNING AND DESIGN MANUAL, U. S. DEPT. OF AGRICULTURE, CITY OF CHARLOTTE EROSION CONTROL ORDINANCE,
P PG 183
PARCEL ID # 6460000042 PARCEL ID # 6460000039 AND THE CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL.
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JOB NO:
J- 29027.0000
DATE:
05/12/21
DRAWN:
LSE
DESIGNED:
DAC
REVIEWED:
MSK
APPROVED:
MSK
SCALE:
I" = 60'
EC1*0

v
rNAL APPROVAL 1/11/2022
o PROJECT NUMBER: SDRSF-2021-00066
CHARLOTTE.
ENGINEEIPCSO
/ DETENTION /NAGE
PLANEROSION°
URBAN F.RESTRY
TREE ORDINANCE a
z
U
CDOT a
NOTE: SCHEDULE PRE
NSTRUCTIO MEETING
AT LEAST 48 HRS. PRIG
TO ANY LAN
DISTURBING ACTIVITYW
ING THE ONLINE
HARDW
FORM FOUND AT http:#
harlottenc.gov/Id INL
AMERICAN HOMES
INVESTMENTS NC LP
NOW OR •
FORMERLYAH1 BORROWER LP Cos
NOW OR .• 33800
�yr AMERICAN NOW OR •• .: 34920
INVESTMENTSONCELP
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PARCEL ID # 6460000078 D815065 PG 229
INV. OUT: 636'
LOT 1
DB 18576 PG 386
9. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N. C. EROSION AND SEDIMENT
PB 73 PG 183
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PB 73 PG 183
CONTROL PLANNING AND DESIGN MANUAL, U. S. DEPT. OF AGRICULTURE, CITY OF CHARLOTTE EROSION CONTROL ORDINANCE,
PARCEL ID # 6460000042
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PARCEL ID # 6460000039
AND THE CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL.
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JOB N0:
J- 29027.0000
DATE:
05/12/21
DRAWN:
LSE
DESIGNED:
DAC
REVIEWED:
MSK
APPROVED:
MSK
SCALE:
I" = 60'
EC2*0mmmj