SW3171002_PLANS-2017.10.16-Thales Academy-1st Submittal_20171020

10'\6'c?
TRACES
ACADEMY
8012 New Town Road
UNION COUNTY, NORTH CAROLINA
NCDEQ STORM WATER SUBMITTAL
OCTOBER 16, 2017
S38° 34' 0 E 412.51' — — \
�\\N\XV� " KENUM
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641
0
4o STOP
0,
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638,
- MAIN PARKING AREA \ #69 o \
1 0
DROP -OFF
- l �� + k ,gym k a �- . : \\�\,rte #67 \ Uy
EXISTING WOODS �. x .
\ _ — 608 —
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#44 / #4,
\ 6 / \
#as #42 \\ ��
#37 608. \ #40 \\\ \ \
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- � #106
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SHEET INDEX
CO.00
..................................................................................... COVER
C1.00
................................................................................... SURVEY
C1.10
..........................................................EXISTING CONDITIONS
GENERAL NOTES:
02.00
DEMOLITION PLAN
8.
IF DEPARTURES FROM THE PROJECT DRAWINGS OR SPECIFICATIONS ARE
1.
ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN
DEEMED NECESSARY BY THE CONTRACTOR, DETAILS OF SUCH DEPARTURES
C3.00
SITE PLAN
COMPLIANCE WITH THE OFFICE OF STATE CONSTRUCTION, DEPARTMENT OF
AND REASONS THERE OF SHALL BE SUBMITTED TO THE OWNER'S
INSURANCE, NCDEQ, AND ALL OTHER APPLICABLE LOCAL, STATE AND
REPRESENTATIVE FOR REVIEW. NO DEPARTURES FROM THE CONTRACT
C3.01
SITE LAYOUT
FEDERAL GUIDELINES. ALL UTILITY CONSTRUCTION SHALL COMPLY WITH
DOCUMENTS SHALL BE MADE WITHOUT THE EXPRESS WRITTEN PERMISSION
..........................................................................
APPLICABLE LOCAL JURISDICTIONAL STANDARDS AND SPECIFICATIONS.
OF THE OWNER'S REPRESENTATIVE.
C4.00A
EROSION CONTROL PLAN (PHASE 1A)
2.
EXISTING SURVEY INFORMATION INCLUDING TOPOGRAPHIC INFORMATION 9•
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY
PROVIDED BY STEWART , UNLESS OTHERWISE NOTED. THE CONTRACTOR
EXISTING UTILITY LINES REQUIRED TO COMPLETE ANY PORTION OF
C4.00 B
EROSION CONTROL PLAN (PHASE 1 B)
SHALL BE RESPONSIBLE FOR FIELD VERIFYING EXISTING CONDITIONS PRIOR
CONSTRUCTION. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR THE
TO COMMENCEMENT OF ANY WORK. THE CONTRACTOR SHALL IMMEDIATELY
COORDINATION AND COSTS OF THE RELOCATION AND ASSOCIATED WORK.
C4.01
EROSION CONTROL PLAN (PHASE 2)
NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES OR 10.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE PREMISES
..................................
CONFLICTS.
FREE FROM ACCUMULATIONS OF WASTE MATERIALS AND RUBBISH CAUSED
C5.00
GRADING PLAN
3.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING,
BY THE CONTRACTOR. ALL DEBRIS SHALL BE REMOVED FROM THE PROJECT
COORDINATING AND PAYMENT FOR ALL NECESSARY LOCATING SERVICES
SITE ON A DAILY BASIS.
C5.01
PRE -DEVELOPMENT DRAINAGE AREA
INCLUDING INDEPENDENT LOCATING SERVICES. THE CONTRACTOR SHALL 11
THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION
PROVIDE NOTICE OF EXCAVATION TO NOTIFICATION CENTER AND FACILITY
OWNERS (PER NC STATUTE) NO LESS THAN 3 BUSINESS DAYS AND NO MORE
MEANS AND/OR METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN
C5.02
..............................POST -DEVELOPMENT DRAINAGE AREA
THAN 12 WORKING DAYS PRIOR TO BEGINNING DEMOLITION, EXCAVATION OR
THESE PLANS.
ANY OTHER FORM OF CONSTRUCTION. THE CONTRACTOR SHALL 12.
ROADWAYS (TEMPORARY AND PERMANENT) MUST BE CAPABLE OF
C9.10
EROSION CONTROL DETAILS
IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE OF ANY
SUPPORTING FIRE FIGHTING APPARATUS (85,000 LBS) DURING ALL PHASES
DISCREPANCIES OR CONFLICTS. NO EXCAVATION OR DEMOLITION SHALL BE
OF CONSTRUCTION ONCE VERTICAL CONSTRUCTION HAS BEGUN.
C9.20
..................................................................GRADING DETAILS
STARTED WITHOUT ALL UTILITIES BEING LOCATED.
4.
ALL SUB -SURFACE UTILITIES IDENTIFIED ON THE CONSTRUCTION
C9.21
.........................................................STORMWATER DETAILS
DOCUMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATION BASED ON
SURVEY INFORMATION GATHERED FROM FIELD INSPECTION AND/OR ANY
C9.22.........................................................
STORMWATER DETAILS
OTHER APPLICABLE RECORD DRAWINGS WHICH MAY BE AVAILABLE. THE
CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE
L1.00LANDSCAPE
.................................................................. PLAN
OF ANY DISCREPANCIES OR CONFLICTS.
5.
EXISTING IMPROVEMENTS DAMAGED OR DESTROYED BY THE CONTRACTOR
L1.01
.................................................................. LANDSCAPE PLAN
DURING CONSTRUCTION SHALL BE RESTORED OR REPLACED TO ORIGINAL
CONDITION AND TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE
L1.02
..........................TREE INVENTORY AND MITIGATION PLAN
AT THE CONTRACTOR'S EXPENSE.
6.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND
L2.00
............................................................ LANDSCAPE DETAILS
COORDINATING PERMITS, INSPECTIONS, CERTIFICATIONS AND OTHER
REQUIREMENTS WHICH MUST BE MET UNDER THIS CONTRACT.
7.
THE CONTRACTOR SHALL MAINTAIN "AS -BUILT" DRAWINGS TO RECORD THE
ACTUAL LOCATION OF ALL PIPING PRIOR TO CONCEALMENT, VALVE AND
MANHOLE CHANGES, AND HARDSCAPE OR LANDSCAPE CHANGES.
DRAWINGS SHALL BE AVAILABLE TO THE OWNER'S REPRESENTATIVE
THROUGHOUT THE PROJECT FOR RECORD KEEPING.
AA
STEWART
101 N. TRYON ST., SUITE 1400 FIRM LICENSE #: C-1051
CHARLOTTE, NC 28202 www.stewartinc.com
T 704.334.7925 PROJECT #: X17010.00
Client:/DEVELOPER
THALES ACADEMY
4641 PARAGON PARK RD.
RALEIGH, NC 27616
T: 919.270.5410
CONTACT: MICHAEL ROACH
P: 917.270.5410
E. [e-mail]
Project:
THALES
ACADEMY
8012 NEW TOWN RD.
WAXHAW, NC 28173
Vicinity map:
Zo MONRo� F
w
a o /Koro
FN s SRO
4 Rp
U
NEVJ TORN RD N
PROJECT SITE
NORTH
Seal:
.�' �N CARO ''•,
�Pp1DSCgA.
1
• .W 1 2-
.
10.16.2017
Issued for: NCDEQ
No. Date Description
0 20 40 80 NORTH
SCALE: 1 "=40'
Title:
COVER
Project number: x17010 Sheet:
Date: 07.26.2017
Drawn by: MRB MRB C0.00
Approved by: DRB

NOTES
1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES AND ARE IN U.S.
SURVEY FEET AND DECIMALS THEREOF, UNLESS OTHERWISE NOTED.
2. ALL AREAS HAVE BEEN COMPUTED BY THE COORDINATE GEOMETRY METHOD.
3. THIS MAP WAS COMPLETED WITHOUT THE BENEFIT OF A TITLE EXAMINATION BY AN
ATTORNEY AND MAY BE SUBJECT TO EASEMENTS, COVENANTS, RESTRICTIONS, AND
OTHER MATTERS EITHER RECORDED OR IMPLIED.
4, THIS DRAWING IS NOT INTENDED TO CONFORM TO N.C. GS47-30 AND IS THEREFORE
NOT FOR RECORDATION.
5. THE COORDINATE SYSTEM FOR THIS PROJECT IS BASED ON N.C. N.A.D. 83 (N.S.R.S.
2011 ) AND THE ELEVATIONS ARE BASED ON N.A.V.D. 88 USING 1 FOOT CONTOUR
INTERVALS. THE INITIAL POSITIONS WERE DETERMINED WITH A REAL TIME KINEMATIC
GPS UNIT USING THE NORTH CAROLINA GEODETIC SURVEY REAL TIME NETWORK,
AND WERE TIED TO THE FOLLOWING N.G.S. MONUMENT: SIXTEEN.
"SIXTEEN'
N: 481,361.38
E: 1,470,360.43
ELE: 706.5'
6. THE INITIAL STATE PLANE POSITIONS FOR THIS PROJECT WERE SCALED FROM GRID
TO HORIZONTAL GROUND USING THE INVERSE OF A COMBINED GRID FACTOR OF
0.99984914 AT THE LOCATION OF N(Y): 457256.244 U.S. FT., E(X): 1471443.757 U.S. FT,
AND ELEVATION OF 629.35 U.S. FT.
7. THE UTILITIES SHOWN HEREON ARE BASED UPON ABOVE -GROUND OBSERVATIONS
AND MARKINGS BY STEWART ENGINEERING INC., ARE TO BE CONSIDERED AS BEING
APPROXIMATE IN LOCATION, AND ARE SHOWN FOR PLANNING PURPOSES ONLY. THE
LOCATION AND DEPTH OF UNDERGROUND UTILITIES SHOULD BE VERIFIED BY THE
CONTRACTOR OR OWNER BEFORE BEGINNING ANY DIGGING OR CONSTRUCTION.
8. 60' RIGHT OF WAY FOR NEW TOWN ROAD ESTABLISHED BY RECORDED DEEDS.
(SHEET 1 ONLY)
ZONING
THE SUBJECT PROPERTY IS ZONED R-40 ACCORDING TO THE UNION COUNTY
GEOGRAPHIC INFORMATION SYSTEM. SETBACK INFORMATION PER R-40 ZONING
COLLECTED FROM SECTION 5.030 OF THE UNION COUNTY DEVELOPMENT ORDINANCE.
SETBACKS
FRONT: 40'
SIDE YARD: 15'
REAR YARD: 40'
LEGEND
CWF
WETLAND FLAG
D
SURVEY CONTROL POINT
FG
SURVEY BENCHMARK
Q EIP
EXISTING IRON PIPE
Q EIR
EXISTING IRON ROD
0
SET IRON ROD
A
COMPUTED POINT
®
STORM DRAIN INLET
®
STORM DRAIN CURB INLET
V
STORM DRAIN FLARED END SECTION
D
SANITARY SEWER MANHOLE
O
SANITARY SEWER CLEANOUT
IS.
HYDRANT
VN
WATER VALVE
WM
PID 06156008E
El
WATER METER
WELL
LSV
PROPERTY LINE EXTENDS TO CENTER OF
GAS VALVE
TPEDEl
L•]
TELEPHONE PEDESTAL
®
FIBER OPTIC BOX
EM
D
ELECTRIC METER
P�
UTILITY POLE
"
GUY WIRE
]y�E
LIGHT POLE
®
JUNCTION BOX
BORING LOCATION
SIGN
e
EI
MAILBOX
FF=500.00'
,11oll,
FINISHED FLOOR ELEVATION
DECIDUOUS TREE
�s0
EVERGREEN TREE
BZ
FLOODPLAIN
X
WIRE FENCE
-❑
CHAIN LINK FENCE
TREELINE
T
UNDERGROUND TELEPHONE LINE
FO
UNDERGROUND FIBER OPTIC LINE
6
UNDERGROUND GAS LINE
E
UNDERGROUND ELECTRIC UNE
W
UNDERGROUND WATER UNE
SS
SANITARY SEWER LINE
_ =
STORM DRAIN LINE
-OHW-
OVERHEAD WIRE
- CTV -
UNGERGROUND CABLE TV LINE
TREELEGEND
AR
RED MAPLE
CI
PECAN
FG
AMERICAN BEECH
JV
EASTERN RED CEDAR
LI
CREPE MYRTLE
LS
SWEETGUM
LT
TULIP POPLAR
PO
EASTERN SYCAMORE
PT
LOBLOLLY PINE
QA
WHITE OAK
OR
RED OAK
EXAMPLE: 10OR = 10" RED OAK
r
j
j
1
1
1
r1
j
1
1
1
r'
l �
� r
r'
STATE PLANE COORDINATES: l
N:481,361.38' I
• E:1,470,360.43'
S 02° 34'24- E 24,129.49'[GRID)+ N.A.D. 83-2011 1
I NIF f
24,133.13' (GROUND) f BRYAN W. PITTMAN j
COMBINED FACTOR = 0.99984914 f KATHARINE R. PITTMAN f
NO DEED REFERENCE FOUND
!I PID 06156007D
NIF EIR
ZONING R-40
MICHAEL E. LINK N:457256.244' ! 1
LARA M. LINK E:1471443.757' NIF
D.B 6754 PG. 641 EL -629.35' ' S810 ' I a� f DAVID E. CLINE
PID 06156265 03' 20"S 263 0 �- 640.5. 1 LESLIE S. CLINE
ZONING R-40 " �, 35 •r �� 842 1 D.B. 1330 PG, 731
637-3 PID 061560078
628 7 � \ � ~ =gyp �6�$�. ZONING R-40
RIM = 616.70' \ �
606.00' s�6 ` ` -` - --638 r- �- -EIR
f � � EIR..
-628 � 630.4 ~
°° cv 616.5624.9 _� 1
1 = 625 � �- 1
WF l
618
a ` _` --- - ~- WF 3 1 _.4 } f 63�
W LJFk DF- �`` 6' WF 25 CL E ,
�E� LAN�S
w . zOFo .� �- W F 5 �t Ff 241 S 630.6
0, �� DEER
20LT STAND ` �p621.6
615
N1F �.. 'r=nn �� , ~ F I , WF 23 , �` O�` 63a
DEAN S. DIAMON608.5
D.B 6788 PG, 637 40FG1
-� W� 10 , 1F I 1 CIV��.. a
PID 06156264 - X608 �F 6
ZONING R-40 _ ��� WF WF�2{1� F , 12 _ `rte, �2$ �6Z4 z
- `ANGLE IRON 20L5 2 1 Wi``� THAL'ES ACADE-M_Y"IN-G �. �r N{F
a \ �n , WF_ - - 1 - 625.6 ROBERT & BRENDA MORRISON
c5' o L � ' � ' D.8 6870 PG. 8.04 ��
` i D.B 269 PG. 424 (NOT AVAILABLE ONLINE)
t D 06156007' , 625
Z�NED R40 -� ZONING R 40
r�, 1. �` VIS 18� �9,9 8 5Q. T.
I 0" ° RIM = 811.45' 5.987 iCRE- �-
c: '
I 606-6 WF 12 V. = 601.80' , _.
W F 13 INV. = 601.55' sj22
S 20LS j , \ , 62t 6J2I414
'
W� 34, -
620 4.18'FROM 622.3
18LS A. I
DEED CORNRER
I I 24 WF 1ta 2
I I ` AR % EIR
24L5�W VIr,3OL�,
244R 1W CPI _ , I
I I o 606 _ Ofd# , �S�p PF�OP NE NK • 615.4
I 22L5 � ' � � , ,
I B 621.0
C, , , / % 6
F X32 ul
w. TREE TREE 6A
I I F 38 TT TRI l LINE / �! I LINE
604' 1 , 1 , , 1 , \ GRASS r sOaR , ' i a
I j Ln � RIM = 608.85' '
Q
I I i
'INV, = 599.15' r , ' ' , , 617.2 x616.1 ' INV. = 598.85' �° 617.0 7I ' m LU
I XXX
261.72.
N81 ° �g' 16"W
`a 120 q NIF
I I ��1 i t 608.5 G G ` PATIO I / 1 RONALD AD&.B RO E A SACKOWITTZ
I I 11 t
PID 06156008J
ZONING R-40
I 16 Oa.3 612.4 BR1GK� S�� / 613.4. f
I PROPERTY LINE EXTENDS TO CENTER OF
�izQR cy' sa� NEW TOWN ROAD
614.7 615.4 ''0 NIF
15} BQRI ' 1 a ROBERT & BRENDA MORRISON
ss+
CONCRETE D.B 269 PG. 424 (NOT AVAILABLE ONLINE)
WIRE 1SOR , PID 061560070
FENCE PAD
ZONING R-40
� 614.4 12OR PROPERTY LINE EXTENDS TO CENTER OF
608.5 GRAVEL NEW TOWN ROAD
DRIVE � / X-$08.5
I I 1 �' 18[1T, / J 8 ASPHALT
I I 1 1 °I�711o ANNUAL CHANCE // v
FLOODPLAIN BOUNDARY " `�� 0-1 G WELL INV. 609.48'
5T LI HOUSE % ' 18Pp r
o 1 INV. = 609.67' 611.8 EIR INV. = 619.4T
GRASEL - 604.6, 'TRE 8LI ... `� 1$ S 20AR - T
I 1 NIF 1 �.�R7�F ' LINE -- 610.518L,T 20LT�
I I r' 18LS 617.3
MARCUS &CHRISTINE BURGH , • 6, � � 8LI � co R
I D.B 343$ PG- 481 } 116
, , SLI �� 605.8 �1} EIR WM [ B -� ON
NIF I PID 0615600968 6p / ho 18r'o 20LT . 605.8 ��. 09.14' ` 618.4
I JULIUS S. & WIFE ZENAIDA C- LAMBETH I ZONING R-40 00 -• . 604.5 , Li z iQ
NO DEED OF RECORD FOUND ON LINE PROPERTY LINE EXTENDS TO CENTER OF ' �• 8u _ I 18LS 6 7 SPHALT
I I GRASS 18L5 607.9 615.6 D
PID 06156006J NEW TOWN ROAD 1� \ ��� z4TREE 30QR606,80'W T v'
I ZONING R-40 I 1 \ 6 ,� 2
I PROPERTY LINE EXTENDS TO CENTER OF EXISTING ' ' 6� 18JV �zJa - �� -__ 611.1
0
NEW TOWN ROAD I i r�DITCH �, ', , 3, s�I S WF 6V QQ
GRATENV. = 616.02'
12J � wF 612.9
1
INV, 601.08 B.. X604.49' RIVERST NE 613.5
x T"
l
l 1 )
I {RIM = 603.48' meq, R 1+VF RIP RAP 15" RCP 5" R P
NIF INV. = 593.98' } NV. = 99.14_, INV. = 601,42'= CB@BC =613.51'
I ` MARCUS &CHRISTINE BURGH INV. = 593.72' _ ! S 24" CMP - INV. = 606.03' SILT BAG IN PLACE
I I l CNV. 598.25 I r B M 5€IJ INICAP CR RC = 613 23'
ASPHALT
DRIVE
622.3
1 INV. = 619.84'
623.7 =
le
R
581581r"-_
278.77'
GRAVEL
DRIVE
N.C. GRID NORTH N.A.D. 83
(N.S.R.S.2011)
NIF
KAY GREGORY BABB
D.B 6259 PG. 128
PID 06156008
PROPERTY LINE EXTENDS TO CENTER OF
- _ NEW TOWN ROAD
EIR o --- 0
G.... 628.8
.2 625.9 t
628.6-
El
S HPA ALT _ 629.8 - W
--R W
W
R 626.3 s�� y, 628.7 � n �` �------ NEW
� v V 7' V'
OWN ROAD
S.R. ##9315
R = F 60' PUBLIC RIGHT OF WAY
RV
R
NIF
�_ WEDDINGTON CHASE NEIGHBORHOOD
D.B 37$4 PG. 660
j ATV D.B 3321 PG. 867
I I PID 06156016 15 R WF RI I ELE: 603.9' {NAVD88) INV, = 608,34' l PLAT CABINET G PG. 483
INV. 597 6 613.3 PID 06156112
f
PROPERTY LINE EXTENDS TO CENTER OF NEW 3s' WETLAND SI l INV. = 608.25' 1 _ f
I TOWN ROAD = 9 '01
❑ _ �F RI -6 r r r
I I ZONING R-40
- W� DF -1 NIF x 613.5 _
FO -3 n
TPEWFR-2 WEDDINGOCHASE NEIGHBORHOOD
D.B 3321 PG. 867 5; O
WM f
r
r
334' 2 PLAT CABINET G PG. 483
1 R - WF RI- PID 06156112
o- rf
O WF DF -2 -UP "v
RIM =602.98' m f� fry
' I 6 INV. = 592.98' J cw 0 f J f
ASP T II V. - 597.86' INV. = 592.78' f n
r
r
W1N IR NV. = 601.66' o f
I I 12" CMP r
I I •44 . _ R � � 600- ,
INV. = 602.15' 600• °
GRAVEL
l 62 10 9R04 IDRIVE ` � j EXISTING r
l
OAp JAMES A. PATRICK �' 1 , `J DITCH f r
I�
V y D.B. 6230 PG. 675 ly '
PID 06156006E
NG S.F.- #131 Of \03
60' PUp'E�C RlGKT
FLOOD NOTE
PORTIONS OF THE SUBJECT PROPERTY LIE WITHIN A SPECIAL FLOOD HAZARD l
AREA(SUBJECT TO INUNDATION BY THE 1 % ANNUAL CHANCE FLOOD) ACCORDING TO THE I
NATIONAL FLOOD INSURANCE PROGRAM F.I.R.M. MAP NUMBER: 3710447500J, EFFECTIVE
DATE: OCTOBER 16, 2008 I
FLOOD PLAIN BUFFER ZONE TAKEN FROM THE NORTH CAROLINA FLOOD RISK I
INFORMATION SYSTEM.
120
GRAPHIC SCALE
(IN FEET)
1 INCH= 60 FT.
SURVEYOR CERTIFICATE
I, JAMES TIMOTHY THOMAS CERTIFY THAT THIS PROJECT WAS COMPLETED UNDER MY
DIRECT AND RESPONSIBLE CHARGE FROM AN ACTUAL GROUND SURVEY MADE UNDER MY
SUPERVISION; THAT THE SURVEY WAS COMPLETED ON JULY 29, 2017.
77 uSigned by:
7/18/2017
P�F"Mb'"V THOMAS PLS L-4330
STEWART
10 1 N. TRYON ST. SUITE 1400 FIRM LICENSE #: C-1051
CHARLOTTE. NO 28202 www.stewartinc.com
T 704.334.7925 PROJECT #: X17010.00
Client:
THALES ACADEMY
4641 PARAGON PARK RD.
RALEIGH, INC 27616
T: 919.270.5410
Project:
THALES
ACADEMY
UNION COUNTY, NORTH CAROLINA
Vicinity map: NOT TO SCALE
IF
�Q.
+v
NSW T� w
PROJECT SITE
m NEARBY ADDRESS:8032 NEW TOWN RD.
�JJ WAXHAW, NC 28173
NORTH
Seal:
■
.•` ' Nk CARO( '+.■
204 •,......••. �,y ..
• .• ESS► ■. y �
;F 0y:AF•
SEAL 7:
vx L-4330 r;
0 y.
Issued for:
No. Date Description
Title:
TOPOGRAPHIC SURVEY
NEW TOWN RD RIGHT OF WAY
SANDY RIDGE TOWNSHIP, CITY OF WAXHAW
UNION COUNTY, NORTH CAROLINA
DATE: 06-29-17 SCALE: 1 "=60'
CONTOUR INTERVAL = 1 FOOT
Project number: X17010 Sheet:
Date: 06.29.2017
Drawn by: CJPILW C1.00
Approved by: JTT
2
Q
Q
L
r-
NIF
KAY GREGORY BABB
w
D.B 6727 PG. 410
v
PID 06156008E
M M
ZONING R-40
z
PROPERTY LINE EXTENDS TO CENTER OF
NEW TOWN ROAD
GRAVEL
DRIVE
N.C. GRID NORTH N.A.D. 83
(N.S.R.S.2011)
NIF
KAY GREGORY BABB
D.B 6259 PG. 128
PID 06156008
PROPERTY LINE EXTENDS TO CENTER OF
- _ NEW TOWN ROAD
EIR o --- 0
G.... 628.8
.2 625.9 t
628.6-
El
S HPA ALT _ 629.8 - W
--R W
W
R 626.3 s�� y, 628.7 � n �` �------ NEW
� v V 7' V'
OWN ROAD
S.R. ##9315
R = F 60' PUBLIC RIGHT OF WAY
RV
R
NIF
�_ WEDDINGTON CHASE NEIGHBORHOOD
D.B 37$4 PG. 660
j ATV D.B 3321 PG. 867
I I PID 06156016 15 R WF RI I ELE: 603.9' {NAVD88) INV, = 608,34' l PLAT CABINET G PG. 483
INV. 597 6 613.3 PID 06156112
f
PROPERTY LINE EXTENDS TO CENTER OF NEW 3s' WETLAND SI l INV. = 608.25' 1 _ f
I TOWN ROAD = 9 '01
❑ _ �F RI -6 r r r
I I ZONING R-40
- W� DF -1 NIF x 613.5 _
FO -3 n
TPEWFR-2 WEDDINGOCHASE NEIGHBORHOOD
D.B 3321 PG. 867 5; O
WM f
r
r
334' 2 PLAT CABINET G PG. 483
1 R - WF RI- PID 06156112
o- rf
O WF DF -2 -UP "v
RIM =602.98' m f� fry
' I 6 INV. = 592.98' J cw 0 f J f
ASP T II V. - 597.86' INV. = 592.78' f n
r
r
W1N IR NV. = 601.66' o f
I I 12" CMP r
I I •44 . _ R � � 600- ,
INV. = 602.15' 600• °
GRAVEL
l 62 10 9R04 IDRIVE ` � j EXISTING r
l
OAp JAMES A. PATRICK �' 1 , `J DITCH f r
I�
V y D.B. 6230 PG. 675 ly '
PID 06156006E
NG S.F.- #131 Of \03
60' PUp'E�C RlGKT
FLOOD NOTE
PORTIONS OF THE SUBJECT PROPERTY LIE WITHIN A SPECIAL FLOOD HAZARD l
AREA(SUBJECT TO INUNDATION BY THE 1 % ANNUAL CHANCE FLOOD) ACCORDING TO THE I
NATIONAL FLOOD INSURANCE PROGRAM F.I.R.M. MAP NUMBER: 3710447500J, EFFECTIVE
DATE: OCTOBER 16, 2008 I
FLOOD PLAIN BUFFER ZONE TAKEN FROM THE NORTH CAROLINA FLOOD RISK I
INFORMATION SYSTEM.
120
GRAPHIC SCALE
(IN FEET)
1 INCH= 60 FT.
SURVEYOR CERTIFICATE
I, JAMES TIMOTHY THOMAS CERTIFY THAT THIS PROJECT WAS COMPLETED UNDER MY
DIRECT AND RESPONSIBLE CHARGE FROM AN ACTUAL GROUND SURVEY MADE UNDER MY
SUPERVISION; THAT THE SURVEY WAS COMPLETED ON JULY 29, 2017.
77 uSigned by:
7/18/2017
P�F"Mb'"V THOMAS PLS L-4330
STEWART
10 1 N. TRYON ST. SUITE 1400 FIRM LICENSE #: C-1051
CHARLOTTE. NO 28202 www.stewartinc.com
T 704.334.7925 PROJECT #: X17010.00
Client:
THALES ACADEMY
4641 PARAGON PARK RD.
RALEIGH, INC 27616
T: 919.270.5410
Project:
THALES
ACADEMY
UNION COUNTY, NORTH CAROLINA
Vicinity map: NOT TO SCALE
IF
�Q.
+v
NSW T� w
PROJECT SITE
m NEARBY ADDRESS:8032 NEW TOWN RD.
�JJ WAXHAW, NC 28173
NORTH
Seal:
■
.•` ' Nk CARO( '+.■
204 •,......••. �,y ..
• .• ESS► ■. y �
;F 0y:AF•
SEAL 7:
vx L-4330 r;
0 y.
Issued for:
No. Date Description
Title:
TOPOGRAPHIC SURVEY
NEW TOWN RD RIGHT OF WAY
SANDY RIDGE TOWNSHIP, CITY OF WAXHAW
UNION COUNTY, NORTH CAROLINA
DATE: 06-29-17 SCALE: 1 "=60'
CONTOUR INTERVAL = 1 FOOT
Project number: X17010 Sheet:
Date: 06.29.2017
Drawn by: CJPILW C1.00
Approved by: JTT

/ TRAV-NL-11S380 34'07"E 412.51'
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LEGEND
RED MAPLE
1.
REFER TO C0.00 FOR GENERAL NOTES.
O
SURVEY CONTROL POINT
SIGN
SURVEY BENCHMARK
8B
MAILBOX
0 EIP
EXISTING IRON PIPE
FF=500'
FINISHED FLOOR ELEVATION
0 EIR
EXISTING IRON ROD
0
DECIDUOUS TREE
0
SET IRON ROD
4.
EVERGREEN TREE
®
STORM DRAIN INLET
LT
TULIP POPLAR
—BZ—
BUFFER ZONE
®
STORM DRAIN CURB INLET
PT
LOBLOLLY PINE
— X
WIRE FENCE
V
STORM DRAIN FLARED END SECTION
OO
RED OAK
—�
CHAIN LINK FENCE
EXAMPLE: 10QR = 10" RED OAK
SANITARY SEWER MANHOLE
TREELINE
00
SANITARY SEWER CLEANOUT
T
UNDERGROUND TELEPHONE LINE
+�
HYDRANT
FO—
UNDERGROUND FIBER OPTIC LINE
WATER VALVE
WM
G
UNDERGROUND GAS LINE
O
WATER METER
O
WELL
E
UNDERGROUND ELECTRIC LINE
GV
GAS VALVE
W
UNDERGROUND WATER LINE
TPED
SS—
SANITARY SEWER LINE
TELEPHONE PEDESTAL
- -
STORM DRAIN LINE
®
FIBER OPTIC BOX
—OHW—
OVERHEAD WIRE
EM
EI�
ELECTRIC METER
UNKNOWN DESTINATION
UTILITY POLE
`
CONCRETE SURFACE
GUY WIRE
t
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®
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JUNCTION BOX
WETLANDS
BOR#
BORING LOCATION
P�
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0 12QR
u 4
TRAV-NL-4
TREE LEGEND
SURVEY NOTES:
TRAV-NL-3
AR
RED MAPLE
1.
REFER TO C0.00 FOR GENERAL NOTES.
CI
PECAN
2.
THIS EXISTING CONDITIONS PLAN IS INTENDED TO REPRESENT THE EXISTING CONDITIONS/TOPOGRAPHY ON A PORTION OF THE PROPERTY AND ALL ENCUMBRANCES UPON THE
FG
AMERICAN BEECH
PROPERTY MAY NOT BE SHOWN. REFER TO C1.00 FOR SURVEY OF ENTIRE PARCEL AND ADDITIONAL SURVEY NOTES.
JV
EASTERN RED CEDAR
3.
WETLANDS & JURISDICTIONAL WATERS FIELD VERIFIED BY USACE ON MAY 25, 2017 AND FIELD SURVEYED ON JUNE 18, 2017.
LI
CREPE MYRTLE
4.
BORING LOCATIONS SHOWN HAVE NOT BEEN SURVEYED - LOCATION IS APPROXIMATE.
LS
SWEETGUM
LT
TULIP POPLAR
PO
EASTERN SYCAMORE
PT
LOBLOLLY PINE
QA
WHITE OAK
QR
RED OAK
EXAMPLE: 10QR = 10" RED OAK
a
pw�w;j
STEWART
101 N. TRYON ST., SUITE 1400 FIRM LICENSE #: C-1051
CHARLOTTE, NC 28202 www.stewartinc.com
T 704.334.7925 PROJECT #: X17010.00
Client:
THALES ACADEMY
4641 PARAGON PARK RD.
RALEIGH, NC 27616
T: 919.270.5410
Project:
THALES
ACADEMY
8012 NEW TOWN RD.
WAXHAW, NC 28173
Vicinity map:
w M0 0
w
a o /Koro
FN s SRO
a Ro
U
NEVJ TORN RD N
PROJECT SITE
NORTH
Seal:
CARO
�ODSC4
• F; •
1 1 .
R.
• .W I 2 i 7C
r �
i 0,9 d' 10 i
10.16.2017
Issued for: NCDEQ
No. Date Description
0 10 20 40 NORTH
SCALE: 1 -20
Title:
EXISTING
CONDITIONS
Project number: x17010 Sheet:
Date: 07.26.2017
Drawn b' MRB MRB C 1 10
Approved by: DRB ■

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UNION COUNTY DEVELOPMENT NOTES:
DEMOLITION NOTES:
1. 16 TREES OF 12" CALIPER OR GREATER ARE PROPOSED TO BE REMOVED FROM THE 12. DEMOLITION AND SUBSEQUENT CONSTRUCTION OF STORM DRAINAGE PIPING SHALL
REQUIRED SETBACK TOTALING 268 CUMULATIVE CALIPER INCHES. 1. REFER TO SHEET C0.00 FOR GENERAL NOTES. REFER TO C4.00 FOR CONSTRUCTION BE PERFORMED IN SUCH A MANNER THAT THE OLD PIPE AND STRUCTURES REMOVED
2. REFER TO SHEET 1-1.02 TREE INVENTORY/MITIGATION PLAN FOR CALCULATIONS. ENTRANCE LOCATION_ DO NOT IMPACT DRAINAGE UPSTREAM OF THE SYSTEM. PROVISIONS SHALL BE MADE r%rn nt-Ni 1T1I'-%w i 1 rr+rK Ir% ___ _ . _-__ .-
TO MAINTAIN STORM WATER DRAINAGE PATTERNS DURING CONSTRUCTION
2. CLEANOUTS AND WATER VALVES LOCATED IN AREAS OF DEMOLITION OR
SUBSEQUENT CONSTRUCTION SHALL BE PROTECTED FROM DAMAGE AND RAISED TO 13. WHERE UTILITIES ("TO BE REMOVED") IMPACT THE FOOTPRINT OF THE NEW BUILDING,
BE FLUSH WITH NEW GRADE. THE CONTRACTOR SHALL EXECUTE AND REMOVE AN ADDITIONAL 2 FEET OF SOILS TO
E EITHER SIDE OF THE PIPE, AND 1 FOOT BELOW. CLEAN SUITABLE SOIL SHALL BE
Q. 3.
ANY UTILITY SERVICES SHOWN TO BE REMOVED OR RELOCATED SHALL BE
®
UTILIZED FOR BACKFILL AND COMPACTED IN ACCORDANCE WITH THE CONTRACT
M
COORDINATED WITH THE APPROPRIATE UTILITY PROVIDER. CONTRACTOR IS
Os
DOCUMENTS.
v
RESPONSIBLE FOR APPROPRIATE SEQUENCING OF UTILITY DEMOLITION WITH THE
x
REMOVE FENCE
OHW -
RESPECTIVE UTILITY AGENCIES.
14.
DEMOLITION AND SUBSEQUENT CONSTRUCTION OF UTILITIES (WATER, SEWER, ETC)
v
LIMITS OF DISTURBANCE
O
SHALL BE PERFORMED IN SUCH A MANNER THAT THE OLD PIPE AND STRUCTURES
4.
CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL UTILITIES PRIOR TO BEGINNING
x
REMOVED DO NOT IMPACT OR MINIMIZE SERVICE INTERRUPTION TO ADJACENT
9
DEMOLITION OPERATIONS. NOTIFY "NORTH CAROLINA ONE CALL" (TELEPHONE
El
PROPERTIES.
®
1-800-632-4949) AT LEAST 48 HOURS PRIOR TO START OF DEMOLITION TO HAVE
EM
- OHP-
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EXISTING UTILITIES LOCATED. CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES
15.
WHERE UTILITIES ARE SHOWN TO BE "REMOVED", CONTRACTOR SHALL INCLUDE
THAT PROVIDE THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NORTH CAROLINA
),,`t
NECESSARY PLUG OR VALVES TO ENSURE UTILITY LINES TO REMAIN WILL CONTINUE
®
ONE CALL."
BOR#
TO BE IN SERVICE. COORDINATE NECESSARY SHUT DOWN AND REMOVAL WITH THE
a
o
LOCAL JURISDICTION OR UTILITY OWNER.
E 5.
CLEAN SOILS SHALL BE UTILIZED FOR BACKFILL. COMPACTION OF THESE SOILS SHALL
BE PERFORMED IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS.
16.
ALL MATERIALS, FURNISHINGS, UTILITIES, AND PAVEMENT THAT ARE NOT SCHEDULED
TO BE DEMOLISHED AND ARE DAMAGED BY THE CONTRACTOR AS A RESULT OF THE
6.
ALL ITEMS DESIGNATED TO BE REMOVED SHALL BE REMOVED COMPLETELY,
DEMOLITION OR CONSTRUCTION OPERATIONS SHALL BE REPAIRED BY THE
D
INCLUDING ALL SUBGRADE MATERIALS DIRECTLY ASSOCIATED WITH ITEMS TO BE
CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.
D
REMOVED.
17.
WETLANDS AND JURISDICTIONAL WATERS FIELD VERIFIED BY U.S.A.C.E. ON MAY 25,
7.
ALL ITEMS DESIGNATED TO BE REMOVED SHALL BE DISPOSED OF LEGALLY OFF-SITE
2017. FIELD SURVEYED ON JUNE 18, 2017
5
y
UNLESS OTHERWISE NOTED ON THIS PLAN.
v
8.
NOT USED
n 9.
ALL DEMOLITION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL
JURISDICTIONAL CODES OR REQUIREMENTS.
1
0
? 10.
TREE PROTECTION FENCING SHALL BE IN PLACE PRIOR TO BEGINNING DEMOLITION.
E
a) 11.
EROSION CONTROL PERMIT SHALL BE OBTAINED AND ONSITE PRIOR TO BEGINNING
Z)I DEMOLITION
=
REMOVE BUILDING
®
REMOVE GRAVEL
=
REMOVE CONCRETE
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REMOVE VEGETATION
- T -
REMOVE COMMUNICATIONS LINE
x
REMOVE FENCE
OHW -
REMOVE OVERHEAD WIRE
TP
TREE PROTECTION FENCE (DTL 7/L2.00)
O
LIMITS OF DISTURBANCE
O
REMOVE TREE
X
COORDINATE UTILITY POLE REMOVAL
x
REMOVE EXISTING WATER METER
ON
STORM DRAIN INLET
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STORM DRAIN CURB INLET
V
STORM DRAIN FLARED END SECTION
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SANITARY SEWER MANHOLE
()
SANITARY SEWER CLEANOUT
- X -
HYDRANT
If
WATER VALVE
WM
TREELINE
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WATER METER
O
WELL
GV
G
M
GAS VALVE
PED
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TELEPHONE PEDESTAL
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FIBER OPTIC BOX
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- OHP-
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ELECTRIC METER
0
UTILITY POLE
GUY WIRE
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LIGHT POLE
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JUNCTION BOX
BOR#
BORING LOCATION
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SIGN
8B
MAILBOX
DECIDUOUS TREE
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EVERGREEN TREE
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BUFFER ZONE FLOODPLAIN
- X -
WIRE FENCE
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CHAIN LINK FENCE
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TREELINE
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UNDERGROUND TELEPHONE LINE
FO
UNDERGROUND FIBER OPTIC LINE
G
UNDERGROUND GAS LINE
E
UNDERGROUND ELECTRIC LINE
W
UNDERGROUND WATER LINE
SS
SANITARY SEWER LINE
= _ =
STORM DRAIN LINE
- OHP-
OVERHEAD POWER
WETLANDS
11
AA
STEWART
101 N. TRYON ST., SUITE 1400 FIRM LICENSE #: C-1051
CHARLOTTE, NC 28202 www.stewartinc.com
T 704.334.7925 PROJECT #: X17010.00
Client:
THALES ACADEMY
4641 PARAGON PARK RD.
RALEIGH, NC 27616
T: 919.270.5410
Project:
THALES
ACADEMY
8012 NEW TOWN RD.
WAXHAW, NC 28173
Vicinity map:
9 M0NRFo�
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1o 'Nero
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'11- T0�N RD 41,
N
PROJECT SITE
NORTH
Seal:
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10.16.2017
Issued for: NCDEQ
No. Date Description
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
0 10 20 40 NORTH
SCALE: 1 "=20'
Title:
DEMOLITION PLAN
Project number: x17010 Sheet:
Date: 07.26.2017
Drawn b' MRB MRB � � O 0
Approved by: DRB ■

SEGMENTED BLOCK RETAINING WALL
(305 LF) SEE DETAIL 3, C9.01
STOP BAR PVMT MARKING (TYP.)
SEE DETAIL 7, C9.01
LOADING ZONE PAVEMENT
MARKING (1) DIRECTIONAL ACCESSIBLE DOUBLE 4" LANE STRIPE
RAMP w/ TRUNCATED DOME MAT
SEE DETAIL 6, C9.00
.l l
x x X c X_ X ' 6'CU ER
(2) ACCESSIBLE PARKING SPACES
\ k` .OlgaW/ PVMT MARKINGS AND SIGNAGE
+�� 15' SETBACK 15' SETBACK SEE DETAIL 4, C9.00
(1) ACCESSIBLE CURB RAMPS `
w/ TRUNCATED DOME MAT \ `
SEE DETAIL 5, C9.00 \ ♦
x \ k`
4" LANE STRIPE
/- o `o° \ ` 614
\ \ N \ ♦ ♦ ^ \���
� \ \ 4" LANE STRIPE N J
o
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24.00' `" \ ♦ O
x \ I N V-6" MOUNTABLE CURB. SEE DETAIL 3, C9.00 \
O \
\ 16 16 STOP m GUTTER TO BE FLUSH w/
o \
EXISTING GRADE
STRIPED MEDIAN 2' WIDE w/
ANGLED HATCHES 5' O.C.
(4" THICK WHITE - REFER TO \
SPECS)
4" LANE STRIPE / I 4" PAINTING STRIPE, 0) \
I°
74 TOTAL (TYP.) �� CONCRETE PAVEMENT BEGIN MOUNTABLE CURB \ \ r
PARKING SPACES b END FLUSH CURB
//1�c� (PEDESTRIAN LOAD) \
0 L�N (9'-0" x 19'-0") 02
O ° SEE DETAIL 2, C9.00 ° V-6" FLUSH CURB SEE DETAIL 3, C9.00 `
\ \ \ RAISED TREE ISLAND; 274 SF (TYP.) TRANSFORMER, REFER
9.00' \ \ \ 1 TO UTILITY PLAN ON
(TYP \ \ 0) ° SHEET C6.00
X o 10' DECORATIVE METALNOT ENTER SIGNS
\ DOUBLE GATE, / \ / (2) DO
OAND (2) STOP SIGNS
\ SEE DETAIL 6, C9.01 ° °o°
SEE DETAIL 8, C9.02
(2) RECYCLED PLASTICk \ ° TRUNCATED DOME PAVERS;
A 24OUTDOOR BENCH \ ° SEE DETAIL 8, C9.01
\ fff .00' SEE DETAIL 5, C9.02 / J
(2) BASKETBALL HOOPS
x \ r SEE DETAIL 1, C9.02
\ \ ASPHALT PAVEMENT
0
\ (PEDESTRIAN LOAD)
SEE DETAIL 1, C9.00 ��� °°° ° o N
4" LANE STRIPE S DECORATIVE METAL GATE; SEE
D ETAI L 4, 9.02 °
6' H GT. DECORATIVE METAL FENCE
ASPHALT PAVEMENT a ��� �� ��� ��� �� ����� SEE DETAIL 9, C9.01
o / (VEHICULAR LOAD) � \��� �� ��� �Z
} / SEE DETAIL 1, C9.00 �° •.' _ ��_ �� �� �� ��_
6" STANDARD CONC.
/ CURB AND G UTE R
SEE DETAIL 3, C9.00
/ BRICK DU M PSTE R ENCLOSURE
SEE DETAIL 1, C9.01
/ CONIC. PVMT (VEHICULAR LOAD) MAIN PLAYGROUND STRUCTURE
+ ASSESSED JURISDICTIONAL SEE DETAIL 2, C9.00 SEE DETAIL 2, C9.02
WETLANDS; REFER TO SITE / / I SYNTHETIC TURF PLAYGROUND
NOTE #19 BELOW X SURFACING (8,446 SF) �� �� ����
X_ x SEE DETAIL 8, C9.00 �� ����_ �T\_ PROPOSED BUILDING;
X
x x I La
PLAYGROUND SWINGS_� 36 FT HGT., 2 STORIES
(4 BAYS, 8 SWINGS) ��� REFER TO ARCHITECTURAL
i SEE DETAIL 3, C9.02 ; ��� \� �� �� ���_� PLANS
/ / I X \ (8) THICK RUBBER STALL MAT
UNDERNEATH EA. SWING
SEE DETAIL 6, C9.02
WF1
(3) HEXAGON RECYCLED
I PLASTIC PICNIC TABLE
8' BLACK VINYL CHAIN LINK FENCE \ \ \ SEE DETAIL 4, C9.02
WITH BOTTOM WIRE \ _
S BZ S BZ
SSSSS �~ i-- I SS_
WF 12A
'
SS
B 4L \ \ I S \ \ BZ
I _ \
\ 2 BZ
\\ /16BZ V�38-TL 1B \ \ X k
k
WF 13
`
ASSESSED JURISDICTIONAL 2 REE y \ SS ` \ \ k
TRIBUTARY; REFER TO SITE
NOTE #19 BELOW 18LS \ \ SS \ \ `\
\ SS \ \ k
nq
24LS
/ -BZ
15'SETBACK BZ \ \ S
15'SETBACK S
— 20LS-�
X - X
--- � 2n 22LS X
— � �
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• 24LS
\ \
♦ ` \ \ BZ SS \
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BZ
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PARKING SUMMARY
SITE DATA
PROJECT NAME:
Thales Academy
SITE ADDRESS:
8012 NEW TOWN ROAD
COUNTY:
UNION
PARCEL PIN #:
6156007
PARCEL OWNER:
THALES ACADEMY
PARCEL AREA:
5.967 AC
TOTAL DISTURBED/ PROJECT AREA:
3.75 AC
CURRENT ZONING:
R-40
EXISTING LAND USE:
RESIDENTIAL
PROPOSED USE:
SCHOOL
FRONT SETBACK:
40 FEET
SIDE/REAR SETBACK:
15 FEET
RIVER BASIN:
WEST FORK 12 MILE CREEK
CONSTRUCTION TYPE:
NEW CONSTRUCTION
TOTAL BUILDING AREA
31,992 S.F.
MAX BUILDING HEIGHT:
35 FEET
PROPOSED BUILDING HEIGHT:
35 FEET- 2 STORY
EXISTING IMPERVIOUS AREA:
31,847 S.F.
PROPOSED IMPERVIOUS AREA:
78,371 S.F.
TOTAL IMPERVIOUS AREA:
78,371 S.F.
PARKING SUMMARY
15. SIGHT TRIANGLES - NOTHING OVER 30" HIGH SHALL BE ALLOWED
REQUIRED VEHICULAR PARKING
40
- CALC: 1,200 SF MULTI-PURPOSE ROOM
ADA SYMBOLS SHOWN THESE DRAWINGS ARE INTENDED TO BE PAINTED ON PAVEMENT.
120 SEATS / 3 = 40 SPACES MIN.
16. THE SITE SHALL BE FULLY STABILIZED (90% COVERAGE) PRIOR TO
PROVIDED VEHICULAR PARKING
SITE NOTES:
- REGULAR 9'x19' SPACES
72
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND
9. ALL ANGLES ARE 90 DEGREES UNLESS OTHERWISE NOTED.
- REGULAR ACCESSIBLE SPACES
MAINTENANCE OF THE CONSTRUCTION LAYDOWN AREA, PERIMETER
- VAN ACCESSIBLE SPACES
1
FENCE, AND ASSOCIATED GATES. THE CONTRACTOR SHALL ALSO BE
10. ALIGN ALL JOINTS, CORNERS, AND EDGES AS SHOWN.
TOTAL BIKE PARKING SPACES (NONE REQ.)
RESPONSIBLE FOR THE REMOVAL OF THE CONSTRUCTION LAYDOWN
THE CONTRACTOR SHALL NOTIFY THE ENGINEER OR OWNER'S
AREA PERIMETER FENCE AND ASSOCIATED GATES AT THE COMPLETION
11. CONTRACTOR SHALL REFER TO AND COORDINATE WITH
PAVING PATTERN AND SHALL BE COORDINATED WITH LANDSCAPE
OF THE PROJECT.
ARCHITECTURAL, STRUCTURAL, AND MEP DRAWINGS AT ALL TIMES
2. THE CONTRACTOR SHALL REFERENCE THE DESIGN PLANS FOR
PRIOR TO AND DURING CONSTRUCTION.
FOR PRESERVED VEGETATION, MAINTENANCE SHALL BEGIN AT THE TIME THAT THE ROOT
DIMENSIONS, JOINT LOCATIONS, AND INLAY SPECIFICATIONS NEAR
PROPOSED SIGN
BUILDINGS. CONTRACTOR SHALL PROVIDE JOINTS IN WALKWAYS AND
12. ALL CURB TAPERS ARE SIX (6') FEET LONG UNLESS OTHERWISE
HARDSCAPE PER DETAILS OR AS INDICATED ON SITE PLAN SHEETS.
SHOWN ON PLAN.
3. ALL CONSTRUCTION TRAFFIC SHALL ENTER SITE FROM NEW TOWN
13. WHERE SIDEWALK OR WALKWAYS ARE ADJACENT TO PARKING
AND SHALL CONTINUE INDEFINITELY.
ROAD UNLESS OTHERWISE APPROVED IN WRITING FROM THE OWNER'S
SPACES THE WALKWAY SHALL BE A MINIMUM 6.0' WIDE AS MEASURED
REPRESENTATIVE FOR AN ALTERNATE POINT OF ACCESS. EXISTING
FROM THE FACE OF CURB.
PROPOSED WALL
DRIVEWAY ACCESS SHOULD NOT BE USED ONCE NEW DRIVEWAY
PARKING LOT SURFACE SHALL BE MAINTAINED IN SUCH A MANNER TO PREVENT, REPAIR, OR
LOCATION IS ESTABLISHED.
14. MAXIMUM RUNNING SLOPE FOR WALKING SURFACES CANNOT BE
REPLACE DETERIORATED SURFACE MATERIAL, POT HOLES AND MAJOR CRACKING OF
GREATER THAN 1:20 AND CROSS SLOPES CANNOT BE GREATER THAN
4. REFER TO ARCHITECTURAL PLANS FOR BUILDING INFORMATION.
1:48. HANDICAP SPACES SURFACE SLOPES SHALL NOT EXCEED 1:48 IN
ALL DIRECTIONS.
— X —
5. ALL DIMENSIONS ARE IN DECIMAL FEET TO OUTSIDE FACE OF
3.
PARKING SUMMARY
15. SIGHT TRIANGLES - NOTHING OVER 30" HIGH SHALL BE ALLOWED
REQUIRED VEHICULAR PARKING
40
- CALC: 1,200 SF MULTI-PURPOSE ROOM
ADA SYMBOLS SHOWN THESE DRAWINGS ARE INTENDED TO BE PAINTED ON PAVEMENT.
120 SEATS / 3 = 40 SPACES MIN.
16. THE SITE SHALL BE FULLY STABILIZED (90% COVERAGE) PRIOR TO
PROVIDED VEHICULAR PARKING
-
- REGULAR 9'x19' SPACES
72
- LARGE 11'x19'-6" SPACES
4
- REGULAR ACCESSIBLE SPACES
3
- VAN ACCESSIBLE SPACES
1
TOTAL VEHICULAR PARKING SPACES
80
TOTAL BIKE PARKING SPACES (NONE REQ.)
4
BUILDINGS, TO CENTERLINES, AND/OR FACE OF CURB UNLESS
15. SIGHT TRIANGLES - NOTHING OVER 30" HIGH SHALL BE ALLOWED
OTHERWISE NOTED. REFER TO SITE LAYOUT PLAN (C3.01) FOR
WITHIN THE SIGHT DISTANCE TRIANGLES.
FURTHER DIMENSIONING INFORMATION.
ADA SYMBOLS SHOWN THESE DRAWINGS ARE INTENDED TO BE PAINTED ON PAVEMENT.
16. THE SITE SHALL BE FULLY STABILIZED (90% COVERAGE) PRIOR TO
6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND COORDINATES
ISSUANCE OF A BUILDING CERTIFICATE OF OCCUPANCY OR PROJECT
AND REPORT ANY DISCREPANCIES TO THE OWNER'S REPRESENTATIVE
APPROVAL
PRIOR TO ANY CONSTRUCTION.
17. HANDICAP RAMPS SHALL BE INSTALLED PER THE PLANS AND
7. ALL WRITTEN DIMENSIONS SHALL PREVAIL. DO NOT SCALE FROM
SPECIFICATIONS AND THE NC BUILDING CODE. A MAXIMUM SLOPE OF
DRAWINGS.
1/12 FOR 6 -FEET AND A MAXIMUM CROSS SLOPE OF 1:48 SHALL BE
4.
PROVIDED. IF EXISTING CONDITIONS PRECLUDE THIS REQUIREMENT,
THE CONTRACTOR SHALL NOTIFY THE ENGINEER OR OWNER'S
8. ALL UTILITIES WITH SURFACE ACCESS SHALL BE LOCATED WITHIN THE
REPRESENTATIVE PRIOR TO INSTALLATION.
PAVING PATTERN AND SHALL BE COORDINATED WITH LANDSCAPE
PROPOSED CURB & GUTTER
ARCHITECT PRIOR TO CONSTRUCTION.
0
e�,`
�O
�Ae��PJPo^Oo 6�'
OV
o�.c)�'
AO /6' CURB TAPER
(2) BICYCLE RACKS;
4 BIKE CAPACITY /
\ SEE DETAIL 2, C9.01
1'- 6" STANDARD CURB AND GUTTER /
SEE DETAIL 3, C9.00
ASPHALT PAVEMENT (VEHICULAR LOAD) /
SEE DETAIL 1, C9.00
NEW TREELINE
ASSESSED JURISDICTIONAL /
TRIBUTARY; REFER TO SITE 10x70 SIGHT /
NOTE #19 BELOW DISTANCE
TRIANGLE /�
\ ♦ NEW TOWN ROADWAY /
*441% `DESIGN TO BE DONE
\ BY OTHERS /
\ TYPE IV DRIVEWAY;
\ SEE DETAIL 9, C9.00 /
---------------
°
4" EST IPE
F T
°
.I.C.
a A 06 NO LEFT TURN SIGN SET
IN PVC SLEEVE, SEE WF
2400, Y DETAIL 11, C9.02 .
DIRECTIONAL ARROW /*
o PVMT MARKING (TYP.);
a SEE DETAIL 7, C9.01
6 TOTAL PARKING TYP) PAINTING STRIPE,
( STOP SIGN
SPACES (T.SEE DETAIL 8, C9.02 /
(11'-0" x 19'-6") o" STOP SIGN FUTURE ENTRANCE
SEE DETAIL 8, C9.02 SIGNAGE LOCATION I ` WF 5
VISITOR PVMT MARKING; (N.I.C)
SEE DETAIL 7, C9.01
EXISTING EDGE OF
(2) ACCESSIBLE PARKING PAVEMENT
1g'SD' / SPACES W/ PVMT
10x70 SIGHT
MARKINGS AND SIGNAGE
° DISTANCE TRIANGLE
° SEE DETAIL 4, C9.00
I
+ f (1) ACCESSIBLE CURB
RAMPS w/ TRUNCATED
P' DOME MAT & CURB; 8LS ®�
SEE DETAIL 5, C9.00
a BRICK PAVERS 90 SF)
O� \ \
SEE DETAIL 9, C9.02
FLAGPOLE w/ UPLIGHTING P v r
°
SEE DETAIL 11, C9.01
° FLAGPOLE UPLIGHTING
SEE DETAL 10, C9.01 /
441 J � �W F
ROADWAY IMPROVEMENTS TO
BE DESIGNED BY OTHERS
ASSESSED JURISDICTIONAL
DITCH; REFER TO SITE NOTE
#19 BELOW /' /
X � Q
k x x x i I
/ ~
is
SEGMENTED BLOCK
6' DECORATIVE METAL FENCE
RETAINING WALL (58 LF) SEE DETAIL 9, C9.01
SEE DETAIL 3, C9.01
NEW TREELINE /
/
SIGNAGE, STRIPING, AND MARKING NOTES: SITE LEGEND
18. THE TESTING AGENCY SHALL BE RESPONSIBLE FOR PROVIDING THE 1. ALL INTERNAL SIGNAGE SHALL BE COORDINATED WITH OWNER FOR ACTUAL LOCATION AT PROPOSED BUILDING
ASPHALT CERTIFICATION MEMO TO NCDOT FOR ALL ROADWAY TIME OF INSTALLATION. SIGNAGE LEADING ONTO PUBLIC THOROUGHFARE SHALL BE
IMPROVEMENTS WITHIN THE PUBLIC RIGHT-OF-WAY. INSTALLED AT RIGHT OF WAY PER DOT STANDARDS. -
PROPOSED ASPHALT PAVEMENT
2. ALL PAVEMENT STRIPING (EXCEPT INDIVIDUAL PARKING BAY STRIPING) SHALL BE
19. WETLANDS AND JURISDICTIONAL WATERS FIELD VERIFIED BY THERMOPLASTIC REFLECTIVE PAINT. MATERIALS AND DIMENSIONS SHALL CONFORM TO PROPOSED CONCRETE SIDEWALK
U.S.A.C.E. ON MAY 25TH, 2017. FIELD SURVEYED ON JUNE 18, 2017. NCDOT STANDARDS AND SPECIFICATIONS. PARKING BAY STRIPING SHALL BE WHITE '
r 11
AA
STEWART
101 N. TRYON ST., SUITE 1400 FIRM LICENSE #: C-1051
CHARLOTTE, NC 28202 www.stewartinc.com
T 704.334.7925 PROJECT #: X17010.00
Client:
THALES ACADEMY
4641 PARAGON PARK RD.
RALEIGH, NC 27616
T: 919.270.5410
Project:
THALES
ACADEMY
8012 NEW TOWN RD.
WAXHAW, NC 28173
Vicinity map:
Zo M0NRo� F
w
a o /Koro
01
FNI s SRO
a Rp
U
NEVJ T��N RD N
PROJECT SITE
NORTH
Seal:
f?o
�ODSV4z
• F;7 •
I
• �W I 2 i
r
i 09 d 1� %
10.16.2017
Issued for: NCDEQ
No. Date Description
Title:
SITE PLAN
Project number: x17010 Sheet:
Date: 07.26.2017
Drawn by: MRB � � ■ O 0
Approved by: DRB
REFLECTIVE PAINT.
PROPOSED BRICK PAVERS
3.
ADA SYMBOLS SHOWN THESE DRAWINGS ARE INTENDED TO BE PAINTED ON PAVEMENT.
CONTRACTOR IS ALSO RESPONSIBLE FOR INSTALLING ALL REQUIRED ADA SIGNAGE.
PROPOSED SYNTHETIC TURF
4.
ALL SIGNAGE WILL BE PERMITTED SEPARATELY FROM COMMERCIAL SITE PLAN PERMIT.
PROPOSED CURB & GUTTER
UNION COUNTY DEVELOPMENT NOTES:
PROPOSED STOP BAR
1.
FOR PRESERVED VEGETATION, MAINTENANCE SHALL BEGIN AT THE TIME THAT THE ROOT
PROPOSED SIGN
PROTECTION ZONES ARE ESTABLISHED (PRIOR TO ROUGH GRADING) AND SHALL CONTINUE
INDEFINITELY. FOR PLANTED MATERIALS, MAINTENANCE SHALL BEGIN AT THE TIME OF PLANTING
PROPOSED ADA PARKING SPACE
AND SHALL CONTINUE INDEFINITELY.
D
PROPOSED WALL
2.
PARKING LOT SURFACE SHALL BE MAINTAINED IN SUCH A MANNER TO PREVENT, REPAIR, OR
REPLACE DETERIORATED SURFACE MATERIAL, POT HOLES AND MAJOR CRACKING OF
PROPOSED TREELINE
IMPERVIIOIUS/PERVIOUS SURFACE MATERIAL AND STRIPING SHALL BE VISIBLE AND WELL
DEFINED.
— X —
PROPOSED FENCE
3.
THOUGH IT MAY NOT BE ILLUSTRATED, SHOWN, LISTED, DENOTED, OR EXPRESSED, THIS PLAN
PROPOSED GATE
SHALL COMPLY WITH ALL PROVISIONS OF THE UNION COUNTY LAND DEVELOPMENT ORDINANCE
IN EFFECT AT TIME OF REVIEW AND APPROVAL.
PROPOSED BIKE RACK
4.
LEFT TURNS ONTO NEW TOWN ROAD ARE PROHIBITED DURING PEAK SCHOOL HOURS.
0
PROPOSED BENCH
5.
TRAFFIC CONTROL CONES SHALL BE USED DURING PEAK SCHOOL HOURS TO PROHIBIT LEFT
PROPOSED BOLLARD
TURNS ON TO NEW TOWN ROAD.
LIMITS OF DISTURBANCE
5.
ALL RETAINING WALLS WILL BE PERMITTED SEPARATELY FROM COMMERCIAL SITE PLAN PERMIT.
6.
OUTDOOR LIGHTING WILL CONSIST OF ONE UPLIGHT FOR THE FLAG POLE AT THE FRONT OF THE
BUILDING, SHOWN ON THIS PLAN.
r 11
AA
STEWART
101 N. TRYON ST., SUITE 1400 FIRM LICENSE #: C-1051
CHARLOTTE, NC 28202 www.stewartinc.com
T 704.334.7925 PROJECT #: X17010.00
Client:
THALES ACADEMY
4641 PARAGON PARK RD.
RALEIGH, NC 27616
T: 919.270.5410
Project:
THALES
ACADEMY
8012 NEW TOWN RD.
WAXHAW, NC 28173
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10.16.2017
Issued for: NCDEQ
No. Date Description
Title:
SITE PLAN
Project number: x17010 Sheet:
Date: 07.26.2017
Drawn by: MRB � � ■ O 0
Approved by: DRB

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AA
STEWART
101 N. TRYON ST., SUITE 1400 FIRM LICENSE #: C-1051
CHARLOTTE, NC 28202 www.stewartinc.com
T 704.334.7925 PROJECT #: X17010.00
Client:
THALES ACADEMY
4641 PARAGON PARK RD.
RALEIGH, NC 27616
T: 919.270.5410
Project:
THALES
ACADEMY
8012 NEW TOWN RD.
WAXHAW, NC 28173
Vicinity map:
Zo MoNRo� F
w
a o /Koro
FN�,S SRO
a Rp
U
NEVJ TO'qN RD
PROJECT SITE
NORTH
Seal:
CARO/
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10.16.2017
Issued for: NCDEQ
No. Date Description
Title:
SITE LAYOUT
Project number: x17010 Sheet:
Date: 07.26.2017
Drawn by: MRB � � ■ O
Approved by: DRB

SEQUENCE OF CONSTRUCTION 10. CLEAN SEDIMENT BASINS/TRAPS WHEN ONE-HALF FULL.
625.6 � ACTIVITIES: I / / 11. ALL STREETS SURROUNDING THE PROJECT SHALL BE 630.6 1. OBTAIN GRADING PERMIT. KEPT CLEAN AT ALL TIMES.
TREE PROTECTION c 2. DETERMINE AND MARK LIMITS OF DISTURBANCE. 12. PLACE TEMPORARY SEEDING ON ALL DISTURBED AREAS
PER STABILIZATION TIMEFRAMES ON THIS SHEET.
/ TEMPORARY DIVERSION DITCH 0 3. A PRECONSTRUCTION CONFERENCE MUST BE HELD 48
/FENCE
{ SEE DETAIL 8, C9.10 \ �O� / HOURS PRIOR TO THE START OF ANY CONSTRUCTION 13. PERMANENT SURFACE STABILIZATION SHALL BE
\ < ACTIVITIES. THE EROSION CONTROL INSPECTOR, INSTALLED FOR ALL AREAS WITHIN 14 DAYS AFTER FINAL
/ \ \ \ / DRAINAGE AREA BOUNDARY \ I ENGINEER, AND CONTRACTOR SHALL BE PRESENT TO GRADE HAS BEEN REACHED. AS NECESSARY, FERTILIZE,
633.0 SATISFY REQUIREMENTS. WATER AND RESEED AS REQUIRED TO ESTABLISH AND
MAINTAIN A VIGOROUS STAND OF GRASS.
0 / TRAV-NL-11 \ \S38° 34'07"E 412,51 . I I 4. INSTALL CONSTRUCTION ENTRANCE, TREE PROTECTION
TP 615.4 I LIMITS OF DISTURBANCE FENCING, SILT FENCE, PERIMETER EROSION CONTROL 14. AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS
DEVICES AND ALL REQUIRED BASINS AND TRAPS. STABILIZED, REMOVE ALL ACCUMULATED SEDIMENT
FROM SEDIMENT TRAPPING MEASURES AND DISPOSE BY
624.9 / \ \ / • 5. SCHEDULE SITE INSPECTION. MEANS DEEMED ACCEPTABLE BY THE ENGINEER.
\ to DISPOSE ACCUMULATED SEDIMENT FROM SEDIMENT
15' SETBACK / / / 'E I I c� 6. UPON APPROVAL TO PROCEED BY THE EROSION BASINS INTO SILT BAGS DURING CONVERSION FROM
/ / \ DD �D D SF SF I CONTROL INSPECTOR, HARVEST ANY TIMBER. SEDIMENT BASIN TO BIORETENTION AREA. SCHEDULE
�j / \ SF SF / pp I I SITE INSPECTION. UPON APPROVAL BY THE EROSION
_ IIII� IIIA IIII�
TREE PROTECTION r _* SF I 7. CONSTRUCT REMAINING EROSION CONTROL MEASURES CONTROL INSPECTOR, REMOVE TEMPORARY EROSION
1 \ 1 -_ DI) I AS REQUIRED. CONTROL MEASURES, SMOOTH AREA AND APPLY
/ / \ FENCE \ TEMPORARY SILT FENCE
6 APPROPRIATE STABILIZATION.
q� X624- ' SEE DETAIL 3, C9.10 ` F 8. REMOVE AND/OR STORE TOPSOIL.
I 15. EROSION CONTROL PERMIT INSPECTION REPORTS SHALL
9 PREPARATIONS. BEGIN GRADING OPERATIONS AND BUILDING PAD BE PERFORMED BY THE CONTRACTOR UNTIL NOTIFIED
OTHERWISE BY THE EROSION CONTROL INSPECTOR.
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MORRISON ROBERT
06156 0&C BRENDA
s°9o3 TOTAL AREA OF DISTURBANCE �
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EROSION CONTROL NOTES:
SILT FENCE (DETAIL 3/C9.10)
SF
15.
WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE A 22.
NOTIFICATION OF LAND RESOURCES SEDIMENT AND EROSION CONTROL SELF -INSPECTION
3:
TREE PROTECTION FENCE (DETAIL 712.00)
9.
THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR
None
MINIMUM THICKNESS OF 3 INCHES.
PROGRAM: THE PERSON RESPONSIBLE FOR LAND -DISTURBING ACTIVITIES IS REQUIRED TO
a 1.
REFER TO C0.00 FOR GENERAL NOTES.
SILT FENCE OUTLET (DETAIL 5/C9.10)
ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES
RIP RAP APRON (DETAIL 12/C9.10)
W
INSPECT THE PROJECT AFTER EACH PHASE OF THE PROJECT AND CONTINUED UNTIL
0
TEMPORARY CONSTRUCTION ENTRANCE (DETAIL 1/C9.10)
D�, cD
SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO
16.
INTERIM SLOPES MAY BE GRADED TO A MAXIMUM SLOPE OF 2:1 (HORIZONTAL: VERTICAL); CUT
PERMANENT GROUND COVER IS ESTABLISHED IN ACCORDANCE WITH NCGS 113A-54.1 AND 15A
2.
ALL EROSION CONTROL MEASURES SHALL BE INSTALLED IN BEST LOCATION BASED ON FIELD
ACCORDANCE
ACCOUNT FOR CHANGING SITE CONDITIONS (E.G., ADDITIONAL SUMP PUMPS, RELOCATION OF
EROSION CONTROL SPECIFICATIONS
SLOPES SHALL BE LIMITED TO A MAXIMUM SLOPE OF 1.5:1.
NCAC 48.0131 TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL
0j
CONDITIONS.
DITCHES AND SILT FENCES, ETC.).
PLAN IS BEING FOLLOWED. THE SELF -INSPECTION REPORT FORM IS AVAILABLE AS AN EXCEL
17.
THE SURFACE OF AREAS SLOPES STEEPER THAN 1 VERTICAL TO 4 HORIZONTAL THAT ARE TO
SPREADSHEET FORM HTTP://WWW.DLR.ENR.STATE.NC.US/PAGES/SEDIMENTATION NEW.HTML
0
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL
10
.3.
THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE ESC SUPERVISOR AND MAINTAINED
RECEIVE INTERIM FILL SHALL BE PLOWED, FURROWED, TILLED OR BROKEN UP PRIOR TO
o
EROSION CONTROL MEASURES THROUGHOUT THE DURATION OF CONSTRUCTION.
TO ENSURE CONTINUED PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE MAINTAINED BY
PLACING FILL SO THAT FILL MATERIAL WILL BOND WITH EXISTING. " SURFACE. INTERIM FILL 23.
ANY OFF-SITE BORROW AND WASTE REQUIRED FOR THIS PROJECT MUST COME FROM A SITE
JJ
THE CONTRACTOR THROUGHOUT THE DURATION OF THE PROJECT. COPIES OF THE WRITTEN
SHALL BE PLACED AS SPECIFIED FOR PERMANENT FILLS AND IN LIFTS NOT GREATER THAN 611.
WITH AN APPROVED EROSION CONTROL PLAN, A SITE REGULATED UNDER THE MINING ACT OF
� 4.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF CONSTRUCTION
INSPECTION REPORTS SHALL BE PROVIDED TO THE OWNER'S REPRESENTATIVE TWICE PER
1971, OR A LANDFILL REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT.
ENTRANCES AS NECESSARY TO PREVENT THE TRACKING OF SEDIMENT OFF-SITE. THE OWNER
WEEK AND AFTER RAINS OF GREATER THAN 0.5". RAIN GAUGE REQUIRED ON SITE.
18.
PROVIDE DUST CONTROL MEASURES INCLUDING, BUT NOT LIMITED TO, WETTING DOWN TO
TRASH/DEBRIS FROM DEMOLITION ACTIVITIES OR GENERATED BY ANY ACTIVITIES ON SITE
IS RESPONSIBLE FOR MAINTENANCE OF ALL PERMANENT EROSION CONTROL METHODS AFTER
CONTROL DUST ON SITE IN ORDER TO PREVENT ANNOYANCE/AND OR DAMAGE TO ADJACENT
MUST BE DISPOSED OF AT A FACILITY REGULATED BY THE DIVISION OF SOLID WASTE
CONSTRUCTION IS COMPLETE, IF ANY PERMANENT METHODS ARE REQUIRED.
11.
ANY AREAS OF EXPOSED SOILS THAT WILL NOT BE DISTURBED FOR FOURTEEN DAYS SHALL BE
SITES. CALCIUM CHLORIDE OR ANY OTHER CHEMICAL MATERIAL MAY NOT BE USED ON
MANAGEMENT OR PER DIVISION OF SOLID WASTE MANAGEMENT OR DIVISION OF WATER
IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (E.G., SEEDING, MULCHING,
SUBGRADES OF AREAS TO BE SEEDED OR PLANTED.
RESOURCES RULES AND REGULATIONS. [15A NCAC 4B .0110]
5.
APPROVAL OF THIS EROSION AND SEDIMENTATION CONTROL (ESC) PLAN DOES NOT
PLASTIC COVERING, ETC.).
x
CONSTITUTE AN APPROVAL OF DRAINAGE DESIGN (E.G., SIZE AND LOCATION OF ROADS, PIPES,
19.
SEDIMENT LADEN RUNOFF FROM EXCAVATIONS SHALL NOT BE PUMPED DIRECTLY TO STORM
\I
RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.).
12.
THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF
DRAINAGE.
ONCE A MONTH OR WITHIN FORTY EIGHT (48) HOURS FOLLOWING A STORM EVENT.
6.
THE IMPLEMENTATION THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE,
20.
INSPECTOR REFERS TO LOCAL JURISDICTIONAL (NCDEQ OR LOCAL) LAND QUALITY INSPECTOR
REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE
13.
AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE
OR HIS REPRESENTATIVE. FIELD INSPECTIONS MAY REQUIRE ADDITIONAL SEDIMENTATION AND
CONTRACTOR'S ESC SUPERVISOR UNTIL ALL CONSTRUCTION IS APPROVED.
WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED
EROSION CONTROL MEASURES AS DEEMED NECESSARY BY THE INSPECTOR.
PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER
1 7.
DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE LIMITS OF DISTURBANCE
INTO THE DOWNSTREAM SYSTEM.
21.
CONSTRUCTION AND MAINTENANCE OF ALL EROSION CONTROL DEVICES SHALL CONFORM TO
(L.O.D.) SHALL BE PERMITTED. THE L.O.D. SHALL BE MAINTAINED BY THE ESC SUPERVISOR FOR
THE STANDARDS SET FORTH IN THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL
?

__
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SEQUENCE OF CONSTRUCTION 10. CLEAN SEDIMENT BASINS/TRAPS WHEN ONE-HALF FULL.
630.6 625.6 ACTIVITIES: 11. ALL STREETS SURROUNDING THE PROJECT SHALL BE
/ / 1. OBTAIN GRADING PERMIT. KEPT CLEAN AT ALL TIMES.
I l 2. DETERMINE AND MARK LIMITS OF DISTURBANCE. 12. PLACE TEMPORARY SEEDING ON ALL DISTURBED AREAS
3. A PRECONSTRUCTION CONFERENCE MUST BE HELD 48 PER STABILIZATION TIMEFRAMES ON THIS SHEET.
HOURS PRIOR TO THE START OF ANY CONSTRUCTION 13. PERMANENT SURFACE STABILIZATION SHALL
LIMITS OF DISTURBANCE ACTIVITIES. THE EROSION CONTROL INSPECTOR, INSTALLED FOR ALL AREAS WITHIN 14 DAYS AFTER FINAL
ENGINEER, AND CONTRACTOR SHALL BE PRESENT TO GRADE HAS BEEN REACHED. AS NECESSARY, FERTILIZE,
633.0 / / \ \ / / > \ \ I SATISFY REQUIREMENTS. WATER AND RESEED AS REQUIRED TO ESTABLISH AND
MAINTAIN A VIGOROUS STAND OF GRASS. •
1 O� TRAV-NL-11 \ \ 380 34'07"E 412.51' / I 4. INSTALL CONSTRUCTION ENTRANCE, TREE PROTECTION
Q\ / I 615.4 FENCING, SILT FENCE, PERIMETER EROSION CONTROL 14. AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS
TP / T- ^ ^- I I I DEVICES AND ALL REQUIRED BASINS AND TRAPS. STABILIZED, REMOVE ALL ACCUMULATED SEDIMENT
FROM SEDIMENT TRAPPING MEASURES AND DISPOSE
- TP ♦ ♦ 5. SCHEDULE SITE INSPECTION. BY MEANS DEEMED ACCEPTABLE BY THE ENGINEER.
�P ui SCHEDULE SITE INSPECTION. UPON APPROVAL BY THE
/ D SF T �� DD \ DD DD / 15'SETBACK / SF SF I 6 CONTROLUPON APPROVAL NSPECTOR, HARVEST ANY TIMBER. EROSION CONTROL MEASURES, SMOOTH AREA AND
RY
4 l lll� SF SF SF SF/ Il SF DD I I Tp I I I APPLY APPROPRIATE STABILIZATION.
l �s�-��� / 7. CONSTRUCT REMAINING EROSION CONTROL MEASURES
HPX' / / / / / \ \ \ 628 \ 1 \ �_S` \ ♦ ♦ I v AS REQUIRED. 15. EROSION CONTROL PERMIT INSPECTION REPORTS
co I SHALL BE PERFORMED BY THE CONTRACTOR UNTIL
Oq -624. 8. REMOVE AND/OR STORE TOPSOIL. NOTIFIED OTHERWISE BY THE EROSION CONTROL
/ �' / / /`D�4� //WF \ \ \ \ \ \ / / \ \ \ ` ` I INSPECTOR.
TREE FENCE PROTECTION DRAINAGE AREA BOUNDARY pp p Tp I 9. BEGIN GRADING OPERATIONS.
♦ s�
618.4 \ 624.4 \ o
/ ( -_ WF 25 CLOSE \ T `
TREE PROTECTION / \ 1 I 619
� FENCE
/ \ 1 I \ 621.6 \ DA 1
/ oTI / \ I I 1 \ ;2F PHASE1 \ \ , \ �\��\ `\ ° ♦ SOP
/ // 1 \ \ WF 24 1.14 Ac
/ IWF 3�\ ��
s 8004 TOTAL AREA OF DISTURBANCE
09°3 MORRISON ROBERT & BRENDA
PID#: 06156007C 3.73 AC
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\� \ rn61 \ \ \ 41% /
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r SEDIMENT BASIN 1
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SEE DETAIL 11, C9.10
/ I / / I SF ' \ SKIMMER
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SEE DETAIL 4 & 6, C9.10 '
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TREE PROTECTION SEE DETAIL 8, C9.10
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18LS / \ \ / 1% ANNUAL CHANCE FLOOD PLAIN \ \ \ \ SILT FENCE OUT
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EROSION CONTROL NOTES: SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO RECEIVE INTERIM FILL SHALL BE PLOWED, FURROWED, TILLED OR BROKEN UP PRIOR TO 24. ANY OFF-SITE BORROW AND WASTE REQUIRED FOR THIS PROJECT MUST COME FROM A SITE NPDESStormwaterDischarge Permit for Construction Activities (NCG01) NCDENR/Division of Energy, Mineral and Land Resources
D ACCOUNT FOR CHANGING SITE CONDITIONS (E.G., ADDITIONAL SUMP PUMPS, RELOCATION OF PLACING FILL SO THAT FILL MATERIAL WILL BOND WITH EXISTING. " SURFACE. INTERIM FILL WITH AN APPROVED EROSION CONTROL PLAN, A SITE REGULATED UNDER THE MINING ACT OF
v DITCHES AND SILT FENCES, ETC.). SHALL BE PLACED AS SPECIFIED FOR PERMANENT FILLS AND IN LIFTS NOT GREATER THAN 6". 1971, OR A LANDFILL REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT. EROSION CONTROL LEGEND
1. REFER TO C0.00 FOR GENERAL NOTES. TRASH/DEBRIS FROM DEMOLITION ACTIVITIES OR GENERATED BY ANY ACTIVITIES ON SITE STABILIZATION TIMEFRAMES
10. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE ESC SUPERVISOR AND MAINTAINED 18. PROVIDE DUST CONTROL MEASURES INCLUDING, BUT NOT LIMITED TO, WETTING DOWN TO MUST BE DISPOSED OF AT A FACILITY REGULATED BY THE DIVISION OF SOLID WASTE (Effective Aug. 3, 2011)
2. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED IN BEST LOCATION BASED ON FIELD SF SILT FENCE DETAIL 3/C9.10
CONDITIONS. TO ENSURE CONTINUED PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE MAINTAINED CONTROL DUST ON SITE, IN ORDER TO PREVENT ANNOYANCE/AND OR DAMAGE TO ADJACENT MANAGEMENT OR PER DIVISION OF SOLID WASTE MANAGEMENT OR DIVISION OF WATER ( )
BY THE CONTRACTOR THROUGHOUT THE DURATION OF THE PROJECT. COPIES OF THE SITES. CALCIUM CHLORIDE OR ANY OTHER CHEMICAL MATERIAL MAY NOT BE USED ON RESOURCES RULES AND REGULATIONS. SF DOUBLE ROW HIGH HAZARD SILT FENCE (DETAIL 10/C9.10) SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF WRITTEN INSPECTION REPORTS SHALL BE PROVIDED TO THE OWNER'S REPRESENTATIVE SUBGRADES OF AREAS TO BE SEEDED OR PLANTED. pp TEMPORARY DIVERSION DITCH (DETAIL 8/C9.10)
a TWICE PER WEEK AND AFTER RAINS OF GREATER THAN 0.5". RAIN GAUGE REQUIRED ON SITE. 25. ADDITIONAL MEASURES MAY BE REQUIRED THE CONTRACTOR IS RESPONSIBLE FOR THE TP TREE PROTECTION FENCE Perimeter dikes, swales, ditches, slopes 7 days None
ALL EROSION CONTROL MEASURES THROUGHOUT THE DURATION OF CONSTRUCTION. � �
0 19. SEDIMENT LADEN RUNOFF FROM EXCAVATIONS SHALL NOT BE PUMPED DIRECTLY TO STORM CONTROL OF SEDIMENT ON-SITE. IF THE APPROVED EROSION AND SEDIMENTATION CONTROL
c 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF CONSTRUCTION 11. ANY AREAS OF EXPOSED SOILS THAT WILL NOT BE DISTURBED FOR FOURTEEN DAYS SHALL BE DRAINAGE. MEASURES PROVE INSUFFICIENT, THE CONTRACTOR MUST TAKE THOSE ADDITIONAL STEPS f LIMITS OF DISTURBANCE
p IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (E.G., SEEDING, MULCHING, NECESSARY TO STOP SEDIMENT FROM LEAVING THIS SITE.
J ENTRANCES AS NECESSARY TO PREVENT THE TRACKING OF SEDIMENT OFF-SITE. THE OWNER PLASTIC COVERING, ETC.. 20. INSPECTOR REFERS TO LOCAL JURISDICTIONAL NCDEQ OR LOCAL LAND QUALITY INSPECTOR *'' High Quality Water (HOW) Zones 7 days None
IS RESPONSIBLE FOR MAINTENANCE OF ALL PERMANENT EROSION CONTROL METHODS AFTER ) OR HIS REPRESENTATIVE. FIELD INSPECTIONS MAY REQUIRE ADDITIONAL SEDIMENTATION DRAINAGE AREA BOUNDARY
CONSTRUCTION IS COMPLETE, IF ANY PERMANENT METHODS ARE REQUIRED.
12. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF AND EROSION CONTROL MEASURES AS DEEMED NECESSARY BY THE INSPECTOR.
ONCE A MONTH OR WITHIN FORTY EIGHT (48) HOURS FOLLOWING A STORM EVENT. ® FLARED END SECTION (FES) (DETAIL 7/C9.20)
5. APPROVAL OF THIS EROSION AND SEDIMENTATION CONTROL ESC PLAN DOES NOT If slopes are 10' or less in length and are
JJ Slopes steeper than 3:1 7 days
21. CONSTRUCTION AND MAINTENANCE OF ALL EROSION CONTROL DEVICES SHALL CONFORM TO not stee erthan 2:1 14 days are flowed.
D CONSTITUTE AN APPROVAL OF DRAINAGE DESIGN (E.G., SIZE AND LOCATION OF ROADS, PIPES, P y a
RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). 13. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE THE STANDARDS SET FORTH IN THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL
� WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED QUALITY SECTION EROSION AND SEDIMENT CONTROL PLANNING LAND DESIGN MANUAL. ♦ SILT FENCE OUTLET (DETAIL 5/C9.10)
-� PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER \ Slopes 3:1 or flatter 14 days 7 days for slopes greater than 50' in length.
6. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE,
D INTO THE DOWNSTREAM SYSTEM. 22. NOTIFICATION OF LAND RESOURCES SEDIMENT AND EROSION CONTROL SELF -INSPECTION
REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE PROGRAM: THE PERSON RESPONSIBLE FOR LAND DISTURBING ACTIVITIES IS REQUIRED TO
CONTRACTOR'S ESC SUPERVISOR UNTIL ALL CONSTRUCTION IS APPROVED. RIP RAP APRON (DETAIL 12/C9.1 O)
14. STABILIZED CONSTRUCTION ENTRANCES AND ROADS SHALL BE INSTALLED AT THE BEGINNING INSPECT THE PROJECT AFTER EACH PHASE OF THE PROJECT AND CONTINUED UNTIL
X OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL PERMANENT GROUND COVER IS ESTABLISHED IN ACCORDANCE WITH NCGS 113A-54.1 AND 15A All other areas with slopes flatter than 4:1 14 days None, except for perimeters and HOW Zones.
7. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE LIMITS OF D
y MEASURES, SUCH AS WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS NCAC 48.0131 TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL D pD D DD D
r DISTURBANCE (L.O.D.) SHALL BE PERMITTED. THE L.O.D. SHALL BE MAINTAINED BY THE ESC W D TEMPORARY CONSTRUCTION ENTRANCE (DETAIL 1/C9.10)
D SUPERVISOR FOR THE DURATION OF CONSTRUCTION. ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. PLAN IS BEING FOLLOWED. THE SELF -INSPECTION REPORT FORM IS AVAILABLE AS AN EXCEL 1 0 0 0 0 0�
SPREADSHEET FORM HTTP://WWW.DLR.ENR.STATE.NC.US/PAGES/SEDIMENTATION_NEW.HTML V
WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE A
8. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO ALL CLEARING 15. MINIMUM THICKNESS OF 3 INCHES. 23. RUNOFF FROM THE BUILDING PADS AND OTHER RELATIVELY LEVEL AREAS SHALL NOT BE TaC TARRUS GRAVELLY SILTY LOAM, 8 TO 15 PERCENT SLOPES
n AND GRADING SO AS TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO DRAINAGE
SYSTEMS, AND ADJACENT PROPERTIES IS MINIMIZED. ALLOWED TO SHEET FLOW OVER FILL SLOPES. MAINTAIN DIVERSIONS ALONG THE TOP OF FILL
16. INTERIM SLOPES MAY BE GRADED TO A MAXIMUM SLOPE OF 2:1 (HORIZONTAL: VERTICAL); CUT SLOPES AND SLOPE DRAINS DURING THE FILL PLACEMENT PROCESS. THESE MEASURES
? 9. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR SLOPES SHALL BE LIMITED TO A MAXIMUM SLOPE OF 1.5:1. SHOULD REMAIN IN PLACE UNTIL THE FILL SLOPES HAVE BEEN ADEQUATELY STABILIZED WITH ALL CONSTRUCTION SHALL BE IN
ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES ESTABLISHED VEGETATION. ACCORDANCE WITH NORTH CAROLINA
E17. THE SURFACE OF AREAS SLOPES STEEPER THAN 1 VERTICAL TO 4 HORIZONTAL THAT ARE TO EROSION CONTROL SPECIFICATIONS
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11
AA
STEWART
101 N. TRYON ST., SUITE 1400 FIRM LICENSE #: C-1051
CHARLOTTE, NC 28202 www.stewartinc.conn
T 704.334.7925 PROJECT #: X17010.00
Client:
THALES ACADEMY
4641 PARAGON PARK RD.
RALEIGH, NC 27616
T: 919.270.5410
Project:
THALES
ACADEMY
8012 NEW TOWN RD.
WAXHAW, NC 28173
Vicinity map:
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10.16.2017
Issued for: NCDEQ
No. Date Description
0 10 20 40 NORTH
SCALE: 1 "=20'
Title:
EROSION CONTROL
PLAN (PHASE 1B)
Project number: x17010 Sheet:
Date: 07.26.2017
Drawn by: MRB �� O O
Approved by: DRB ■

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SEQUENCE OF CONSTRUCTION ACTIVITIES:
1. ADD RIP -RAP BERMS TO THE SEDIMENT BASINS AND COVER WITH PLASTIC.
2. INSTALL SILT FENCE AROUND BIORETENTION AREA TO PROTECT PLANTINGS AND SOIL MEDIA BEFORE
REMOVING SILT FENCE FROM PHASE I.
3. SCHEDULE SITE INSPECTION.
4. BEGIN GRADING OPERATIONS.
5. CLEAN SEDIMENT BASINS/TRAPS WHEN ONE-HALF FULL.
6. ALL STREETS SURROUNDING THE PROJECT SHALL BE KEPT CLEAN AT ALL TIMES.
7. PLACE TEMPORARY SEEDING ON ALL DISTURBED AREAS THAT WILL BE IDLE 14 DAYS OR LONGER.
8. INSTALL PERFORATED UNDERDRAIN PIPES IN BIORETENTION AREAS ONCE ENTIRE SITE IS
STABILIZED.
9. UNCOVER RIP RAP FOREBAY BERMS ONCE ENTIRE SITE IS STABILIZED AND PLANTINGS ARE
COMPLETE.
10. PERMANENT SURFACE STABILIZATION SHALL BE INSTALLED FOR ALL AREAS WITHIN 14 DAYS AFTER
FINAL GRADE HAS BEEN REACHED. AS NECESSARY, FERTILIZE, WATER AND RESEED AS REQUIRED TO
ESTABLISH AND MAINTAIN A VIGOROUS STAND OF GRASS.
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11. AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABILIZED, REMOVE ALL ACCUMULATED
SEDIMENT FROM SEDIMENT TRAPPING MEASURES AND DISPOSE BY MEANS DEEMED ACCEPTABLE
BY THE ENGINEER. SCHEDULE SITE INSPECTION. UPON APPROVAL BY THE EROSION CONTROL
INSPECTOR, REMOVE TEMPORARY EROSION CONTROL MEASURES, SMOOTH AREA AND APPLY
APPROPRIATE STABILIZATION.
12. STORMWATER PERMIT INSPECTION REPORTS SHALL BE PERFORMED BY THE CONTRACTOR UNTIL
NOTIFIED OTHERWISE BY THE EROSION CONTROL INSPECTOR.
13. REFER TO C4.00B FOR ADDITIONAL NOTES.
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STEWART
101 N. TRYON ST., SUITE 1400 FIRM LICENSE #: C-1051
CHARLOTTE, NC 28202 www.stewartinc.com
T 704.334.7925 PROJECT #: X17010.00
Client:
THALES ACADEMY
4641 PARAGON PARK RD.
RALEIGH, NC 27616
T: 919.270.5410
Project:
THALES
ACADEMY
8012 NEW TOWN RD.
WAXHAW, NC 28173
Vicinity map:
Zo "IN, F
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FN,I,,s NRO
4 Rp
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NE`N To�N RD
PROJECT SITE
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Seal:
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5
•�''.l'S'• BAYS ��..
10.16.2017
Issued for: NCDEQ
No. Date Description
0 10 20 40 NORTH
SCALE: 1 "=20'
Title:
EROSION CONTROL
PLAN (PHASE 2)
Project number: x17010 Sheet:
Date: 07.26.2017
Drawn by: Ml C4.01
Approved by: DRB

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MATTING TO DIVERT OFFSITE DRAINAGE AROUND THE PROPERTY
LIMITS OF DISTURBANCE TO NEW TOWN ROAD.
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18LS / �j TREE PROTECTION FENCE k 61m.0o a ,
1 % ANNUAL CHANCE / r \ SS \ 613.95 ° / // A TRIBUTARY SURVEYED ON
JURISDICTIONAL WETLANDS FLOOD PLAIN �� \ k \ \ / \608 \ / \ / \ ?�\ ` / � 6.29.17 / \ \ 611.00! ASSESSED JURISDICTIONAL
\ SS \ �_ \ _ _ \
REFER TO NOTE #19
607- `_ k X \ 6" PERFORATED PVC UNDERDRAIN ti BELOW
24LS' / /`o, / JURISDICTIONAL TRIBUTARY \ \ \ S \ -�1 / I
20f S \ V \ \ \ N/ / X OH
\ 8"P��,[,o{�\ 6 \ \ X UNDERDRAIN PIPE CLEANOUT TYPICAL
l / BZ o8 \ �� �^ BAV-NL-6 \ k- - - - - SEE DETAIL 1, C9.21 ti tis
609\ � ' \ � � 20LS- \\� / % 60S �\�- � /� \ \ � - _ - _
24LS- / / \ j - - x X 10' SCM ACCESS EASEMENT r I /
0
2 �22LS _�_� I I- - 05- x � CONTINUOUS ELEVATION ALONG
6 � /
l
- \ rn 605 _ _ / - N41 ° 37' 51 "W 662.35' / B TOP OF WALL: 614.21
24LS \ Ss BZ
-612 BZ 4\ BZAK
BZ WF RI -2
GRADING & STORM DRAINAGE NOTES: 10. MAXIMUM SLOPE ACROSS ANY HANDICAPPED PARKING SPACE AND AISLE SHALL
NOT EXCEED 2% IN ANY DIRECTION.
NOTE: ALL CATCH BASIN RIMS ARE MEASURED AT THE TOP OF CURB AND FROM THE CENTER OF THE
STRUCTURE UNLESS NOTED OR SHOWN OTHERWISE.
PIPE TABLE
STRUCTURE TABLE
END STRUCTURE
START INVERT
END INVERT
SIZE
STRUCTURE NAME
DESCRIPTION
STRUCTURE RIM
#1
INVERTS
613.46
#1
CB
618.01
INV OUT:
613.46
15"
RCP (#2)
#2
CB
616.65
INV IN:
INV OUT:
611.75
611.75
15"
15"
RCP (#1)
RCP 43)
#3
FES
612.31
INV IN:
610.00
15"
RCP (#2)
#4
CB
617.09
INV OUT:
611.48
15"
RCP 45)
#5
ROINLET UFRAME E
617.15
INV IN:
INV OUT:
611.24
611.04
15"
15"
RCP (#4)
RCP (#7)
#6
CB
613.73
INV OUT:
610.52
15"
RCP (#7)
#7
HW
612.94
INV IN:
INV IN:
610.00
610.00
15"
15"
RCP (#6)
RCP 45)
#8
OCS
612.79
INV OUT:
608.50
30"
RCP 49)
#9
JB
613.38
INV IN:
INV OUT:
608.36
608.36
30"
30"
RCP (#8)
RCP (#19)
#10
CB
612.72
INV OUT:
609.46
15"
RCP (#13)
#11
CB
612.31
INV OUT:
609.37
15"
RCP (#12)
#12
CB
612.19
INV IN:
INV OUT:
609.21
609.21
15" RCP (#11)
15" RCP (#13)
#13
CB
612.55
INV IN:
INV IN:
INV OUT:
609.11 15" RCP (#10)
609.11 15" RCP (#12)
609.11 15" RCP (#14)
#14
FES
610.97
INV IN:
609.00
15" RCP (#13)
#19
FES
611.17
INV IN:
607.96
30"
RCP 49)
NOTE: ALL CATCH BASIN RIMS ARE MEASURED AT THE TOP OF CURB AND FROM THE CENTER OF THE
STRUCTURE UNLESS NOTED OR SHOWN OTHERWISE.
PIPE TABLE
START STRUCTURE
END STRUCTURE
START INVERT
END INVERT
SIZE
LENGTH
SLOPE
MATERIAL
#1
#2
613.46
611.75
15"
117.38'
1.45%
RCP
#2
#3
611.75
610.00
15"
31.10'
5.64%
RCP
#4
#5
611.48
611.24
15"
46.47'
0.50%
RCP
#5
#7
611.04
610.00
15"
55.66'
1.87%
RCP
#6
#7
610.52
610.00
15"
103.49'
0.50%
RCP
#8
#9
608.50
608.36
30"
24.67'
0.58%
RCP
#11
#12
609.37
609.21
15"
32.67'
0.50%
RCP
#12
#13
609.21
609.11
15"
18.64'
0.50%
RCP
#10
#13
609.46
609.11
15"
69.47'
0.50%
RCP
#13
#14
609.11
609.00
15"
19.05'
0.59%
RCP
#9
#19
608.36
607.96
30"
25.79'
1.55%
RCP
1.
REFER TO SHEET C0.00 FOR GENERAL NOTES.
THE HIGH SIDE OF THE WALL, UNLESS OTHERWISE NOTED.
* CLASS IV RCP
200
EXISTING MAJOR CONTOUR
11.
PROPOSED CONTOURS ARE APPROXIMATE. SPOT ELEVATIONS AND ROADWAY
2.
CONTRACTOR SHALL REPORT ANY GRADE DISCREPANCIES TO THE OWNER'S
STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS, AND OTHER FACILITIES FROM
PROFILES SHALL BE USED IN CASE OF DISCREPANCY.
BIORETENTION MEDIA NOTES
REPRESENTATIVE PRIOR TO BEGINNING CONSTRUCTION OPERATIONS.
V.I -
PROPOSED JUNCTION BOX (DETAILS 1 & 2/C9.20)
A T.
19. WETLANDS, JURISDICTIONAL DITCH AND JURISDICTIONAL TRIBUTARIES MAPPED
12.
REFER TO SECTION 312000 IN PROJECT MANUAL FOR EARTH MOVING
3.
THE MAXIMUM SLOPE ALONG ANY HANDICAP ACCESSIBLE PATHWAY SHALL NOT
8. INTERIM GRADING SHALL BE PROVIDED TO DIRECT WATER AWAY FROM BUILDINGS
SPECIFICATIONS.
2. PLACE BIORENTION SOIL IN 12-18 INCH LIFTS WITHOUT COMPACTION. OVERFILL TO ABOUT
EXCEED 5.0% AND SHALL NOT EXCEED A 2.0% CROSS SLOPE. HANDICAP RAMPS
DIMENSIONS, OR ORIENTATION. ALL FINDINGS AND ASSESSMENTS MADE BY
2 -INCHES ABOVE THE PROPOSED DESIGN ELEVATIONS TO ACCOUNT FOR SETTLEMENT.
INDICATED ON PLANS SHALL BE A MAXIMUM OF 1/12 SLOPES WITH A MAXIMUM RISE
13.
REFER TO SECTION 334100 FOR STORM DRAIN SPECIFICATIONS.
REQUIREMENTS ARE SUBJECT TO VERIFICATION BY THE US ARMY CORPS OF
OF 30" BETWEEN LANDINGS.
VERIFY LOCATE AND INSTALL OR AS SHOWN ON PLANS. WHERE ROOF LEADERS
ENGINEERS AND OTHER APPROPRIATE STATE AND LOCAL AUTHORITIES.
BIORETENTION AREA MEDIA SHALL NOT BE INSTALLED UNTIL ENTIRE DRAINAGE AREA TO
DAYLIGHT AT GRADE A SPLASH BLOCK APPROVED BY THE OWNER'S
14.
SITE GRADING IMMEDIATELY ADJACENT TO FOUNDATION OF BUILDING SHALL SLOPE
4.
ALL PROPOSED ELEVATIONS SHOWN ARE EDGE OF PAVEMENT ELEVATIONS UNLESS
FOR REMOVAL AND REPLACEMENT OF MEDIA IF CONTAMINATION WITH SILT/FINES
OCCURS.
NOT LESS THAN 1/20 AWAY FOR MINIMUM DISTANCE OF 10 FEET. ALTERNATIVE
OTHERWISE SPECIFIED.
METHOD SHALL BE PROVIDED TO DIVERT WATER AWAY FROM FOUNDATION VIA
5.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL NEWLY
SWALES SLOPED AT A MINIMUM OF 2% OR IMPERVIOUS SURFACES SLOPED AWAY A
MINIMUM OF 2% AWAY FROM BUILDING.
CONSTRUCTED STORM DRAINAGE IMPROVEMENTS AND RECEIVING STORM
DRAINAGE SYSTEMS REMAIN CLEAN OF SEDIMENT AND DEBRIS. PRIOR TO OWNER
ACCEPTANCE OF SYSTEM, THE CONTRACTOR SHALL COORDINATE AND PROVIDE A
15.
CONTRACTOR SHALL ADJUST RIM ELEVATIONS OF EXISTING MANHOLES, METERS,
VISUAL OBSERVATION VIDEO OF ALL STORM DRAINAGE IMPROVEMENTS. THE
VALVES, ETC. AS REQUIRED TO MEET NEW FINISHED GRADES.
VISUAL OBSERVATION SHALL BE PERFORMED IN THE PRESENCE OF THE OWNER'S
REPRESENTATIVE. THE CONTRACTOR SHALL PROVIDE TWO (2) DVD COPIES OF THE
16.
CONTRACTOR SHALL SLOPE GRADES TO ASSURE POSITIVE STORMWATER FLOW TO
ENTIRE DRAINAGE VISUAL OBSERVATION.
KEEP WATER FROM POOLING ALONG CURBS AND WALLS.
6.
REFER TO THE EROSION CONTROL DETAILS SHEET FOR THE SEQUENCE OF
17.
TOP OF WALL ELEVATIONS INDICATE THE ELEVATION AT THE FINISHED GRADE ON
GRADING LEGEND
200
CONSTRUCTION.
THE HIGH SIDE OF THE WALL, UNLESS OTHERWISE NOTED.
* CLASS IV RCP
200
EXISTING MAJOR CONTOUR
7. INTERIM GRADING SHALL BE PROVIDED THAT ENSURES THE PROTECTION OF
18. BOTTOM OF WALL ELEVATIONS INDICATE THE ELEVATION OF THE FINISHED GRADE
PROPOSED STORM DRAINAGE
STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS, AND OTHER FACILITIES FROM
ON THE LOW SIDE OF THE WALL.
BIORETENTION MEDIA NOTES
DAMAGE CAUSED BY SETTLEMENT, LATERAL MOVEMENT, UNDERMINING, AND
V.I -
PROPOSED JUNCTION BOX (DETAILS 1 & 2/C9.20)
A T.
19. WETLANDS, JURISDICTIONAL DITCH AND JURISDICTIONAL TRIBUTARIES MAPPED
1. SOIL MEDIA SHALL BE UNIFORMLY MIXED AND FREE OF STONES, STUMPS, ROOTS OR
TOP/BOTTOM OF CURB
ABOVE HAVE BEEN PROVIDED FOR ILLUSTRATIVE PURPOSES ONLY BY WETLANDS
OTHER SIMILAR MATERIALS GREATER THAN 2 -INCHES IN ANY DIMENSION.
8. INTERIM GRADING SHALL BE PROVIDED TO DIRECT WATER AWAY FROM BUILDINGS
CONSULTANT. NOT INTENDED TO BE RELIED UPON FOR EXACT LOCATION,
2. PLACE BIORENTION SOIL IN 12-18 INCH LIFTS WITHOUT COMPACTION. OVERFILL TO ABOUT
AND PREVENT PONDING.
DIMENSIONS, OR ORIENTATION. ALL FINDINGS AND ASSESSMENTS MADE BY
2 -INCHES ABOVE THE PROPOSED DESIGN ELEVATIONS TO ACCOUNT FOR SETTLEMENT.
WETLAND CONSULTANT REGARDING LIMITS OF JURISDICTION OR PERMITTING
3. BIORETENTION AREA TO BE COMPLETELY FREE OF SEDIMENT ACCUMULATED FROM
9. TIE ROOF LEADERS TO UNDERGROUND STORM SYSTEM. CONTRACTOR TO FIELD
REQUIREMENTS ARE SUBJECT TO VERIFICATION BY THE US ARMY CORPS OF
TEMPORARY SEDIMENT TRAP PRIOR TO INSTALLATION OF BIORETENTION MEDIA.
VERIFY LOCATE AND INSTALL OR AS SHOWN ON PLANS. WHERE ROOF LEADERS
ENGINEERS AND OTHER APPROPRIATE STATE AND LOCAL AUTHORITIES.
BIORETENTION AREA MEDIA SHALL NOT BE INSTALLED UNTIL ENTIRE DRAINAGE AREA TO
DAYLIGHT AT GRADE A SPLASH BLOCK APPROVED BY THE OWNER'S
THE BIORETENTION AREA IS FULLY STABILIZED. CONTRACTOR SHALL BE RESPONSIBLE
REPRESENTATIVE SHALL BE INSTALLED.
20. REFER TO DETAIL 6/C9.20 FOR PIPE INSTALLATION DETAILS.
FOR REMOVAL AND REPLACEMENT OF MEDIA IF CONTAMINATION WITH SILT/FINES
OCCURS.
GRADING LEGEND
200
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
200
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED STORM DRAINAGE
❑®';
PROPOSED CATCH BASIN 3 & 4/C9.20)
(DETAILS
V.I -
PROPOSED JUNCTION BOX (DETAILS 1 & 2/C9.20)
44.50
PROPOSED ELEVATION
TC 44.50
BC 44.00
TOP/BOTTOM OF CURB
TW 46.00
BW 44.00
FG AT TOP OF WALL/FG AT BOTTOM OF WALL
ARIPRAP
DISSIPATOR (DETAIL 12/C9.10)
000
UNDERDRAIN CLEANOUT (DETAIL 1/C9.21)
LIMITS OF DISTURBANCE
FLOWLINE
oP°
PVC AREA DRAIN (DETAIL 6/C9.21)
C- I
BIORETENTION SOIL MEDIA LIMITS
E:>�
EROSION CONTROL EMBANKMENT MATTING (DETAIL 5/C9.21)
11
AA
STEWART
101 N. TRYON ST., SUITE 1400 FIRM LICENSE #: C-1051
CHARLOTTE, NC 28202 www.stewartinc.com
T 704.334.7925 PROJECT #: X17010.00
Client:
THALES ACADEMY
4641 PARAGON PARK RD.
RALEIGH, INC 27616
T: 919.270.5410
Project:
THALES
ACADEMY
8012 NEW TOWN RD.
WAXHAW, NC 28173
Vicinity map:
20 M0NRo� F
w
a o /Koro
FN s SRO
a Rp
U
NEVJ TORN RD N
PROJECT SITE
NORTH
Seal:
%%,011111118"
y •
v
'S, FNG I NES
R
10.16.2017
Issued for: NCDEQ
No. Date Description
0 10 20 40 NORTH
SCALE: 1 "=20'
Title:
GRADING PLAN
Project number: x17010 Sheet:
Date: 07.26.2017
Drawn by: MRB � � O 0
Approved by: DRB ■

E
W11111111111111111
7.2_
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D.B. 3438 PG. 481
ANGLE IRON PID 061560066
11
AA
STEWART
101 N. TRYON ST., SUITE 1400 FIRM LICENSE #: C-1051
CHARLOTTE, NC 28202 www.stewartinc.com
T 704.334.7925 PROJECT #: X17010.00
Client:
THALES ACADEMY
4641 PARAGON PARK RD.
RALEIGH, NC 27616
T: 919.270.5410
Project:
THALES
ACADEMY
8012 NEW TOWN RD.
WAXHAW, NC 28173
Vicinity map:
Zo MoNRo� F
W
a o /Koro
FNr�,�s SRO
a Ro
U
NEVJ T��N RD
PROJECT SITE
NORTH
Seal:
CAR p�'�.�.
0 of Ess roti �2%
10.16.2017
Issued for: NCDEQ
No. Date Description
0 10 20 40 NORTH
SCALE: 1 "=20'
Title:
PRE -DEVELOPMENT
DRAINAGE AREA
Project number: x17010 Sheet:
Date: 07.26.2017
Drawn by: MRB C5.01
Approved by: DRB

625.6
/ ' \ 630.6
\
/ 633.0
/ o� / / TRAY -NL -11 S38° 34' 07"E 412.51' I
— I 615.4
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=0.63 Ac
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11
AA
STEWART
101 N. TRYON ST., SUITE 1400 FIRM LICENSE #: C-1051
CHARLOTTE, NC 28202 www.stewartinc.com
T 704.334.7925 PROJECT #: X17010.00
Client:
THALES ACADEMY
4641 PARAGON PARK RD.
RALEIGH, NC 27616
T: 919.270.5410
Project:
THALES
ACADEMY
8012 NEW TOWN RD.
WAXHAW, NC 28173
Vicinity map:
40
� � MotiROF F
w
a� FNNSR NRO
0
m�
U
NEWT°WN�� N
PROJECT SITE
NORTH
Seal:
oFESS/O
O
v
�•�
R
BAYS �..
10.16.2017
Issued for: NCDEQ
No. Date Description
0 10 20 40 NORTH
SCALE: 1 "=20'
Title:
POST -DEVELOPMENT
DRAINAGE AREA
Project number: x17010 Sheet:
Date: 07.26.2017
Drawn by: MRB C 5 0 2
Approved by: DRB ■

E
u
MAINTENANCE NOTES:
Inspect riprap outletstructures weekly and aftersignificant (1/2 inch or greater)
rainfall events to see if any erosion around or below the riprap has taken place,
or if stones have been dislodged. Immediately make all needed repairs to
prevent further damage
NOTES:
1. CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF APRON
TO BE DESIGNED BY THE ENGINEER.
2. RIPRAP SHOULD EXTEND UP BOTH SIDES 0F THE APRON AND AROUND THE END
OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF
2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR
CULVERT HEIGHT.
3. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE
SURFACE OF THE RECEIVING CHANNEL. THE AREA TO BE PAVED OR RIPRAPPED
SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE
SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL. THE
APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END.
i
4. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM
WIDTH OF THE RECEIVING CHANNEL. MAXIMUM TAPER TO RECEIVING CHANNEL 5:1 0
5. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER.
6. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING
CHANNEL SHALL NOT BE ALLOWED.
7. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON
WILL BE PERMITTED.
8. FILTER FABRIC SHALL BE INSTALLED ON COMPACTED SUBGRADE PRIOR TO
PLACEMENT OF RIP RAP.
9. ANY DISTURBED AREA FROM END OF APRON TO RECIEVING CHANNEL
MUST BE STABILIZED.
USE USDA NOMOGRAPH FROM INC SEDIMENT AND EROSION CONTROL MANUAL
FOR DESIGN DATA.
W7
END OF FLARED SECTION
PLAN
OUTLET
Lo
W1
W2
•T H
< 10 AC.
MIN.
(FEET)
FEET
LENGTH TO
W
(FEET)
WIDTH RATIO
2:1
MAX.
4.01 2052 12750
LENGTH TO
EC 1 &2
10'
11.25'
3.75'
10" 12"
REQUIRED
(CU. FT.
1.5"
PER AC.
#2 1.08
DISTURBED)
SURFACE
325
AREA
(SQ. FT. PER
REQUIRED
CFS 010)
10'
1.5
5
• d50 (see fig 8.06 o&b "NC SEDIMENT AND EROSION CONTROL MANUAL"
dmax = 1.5 x d50
T = 1.5 X dmax.
T(min.)=10"
RIP RAP APRON SCHEDULE
PLAN
SKIMMER SEDIMENT BASIN DESIGN
CRITERIA
DRAINAGE AREA
BASIN
REQUIRED SURFACEROVIDED
(SQ FT.) (SQ FT.)
(ACRES)
< 10 AC.
MIN.
(FEET)
FEET
LENGTH TO
W
(FEET)
WIDTH RATIO
2:1
MAX.
4.01 2052 12750
LENGTH TO
6500
WIDTH RATIO
6:1
VOLUME
1800
REQUIRED
(CU. FT.
1.5"
PER AC.
#2 1.08
DISTURBED)
SURFACE
325
AREA
(SQ. FT. PER
REQUIRED
CFS 010)
(IF NEEDED) V ..
ELEVATION
NATURAL GRADE
o0 =
Ills _
A RIP RAP
H - _-
T (THICKNESS)=10" MIN.
NOTE: LAYER OF FILTER FABRIC
MINIMUM H-2/3 PIPE DIAMETER
SECTION B -B
MAINTENANCE NOTES:
Inspect temporary sediment basins at least weekly and after each significant (1/2
inch or greater) rainfall event and repair immediately. Remove sediment and
restore the basin to its original dimensions when it accumulates to one-half the
design depth. Place removed sediment in an area with sediment controls.
Check the embankment, spillways, and outlet for erosion damage, and inspect the
embankment for piping and settlement. Make all necessary repairs immediately.
Remove all trash and other debris from the riser and pool area.
PLAN VIEW
INFLOW
MIN.
AVERAGE WIDTH AREA-
LENGTH
• AREA OF BASIN WATER SURFACE AT
TOP OF PRIMARY SPILLWAY
CROSS-SECTION VIEW
INFLOW
DEWATERING
ZONE -
FILTER FABRIC
CLEANOUT DEPTH (H/2)
DATA BLOCK
BAFFLES
SKIMMER
DEWATERING
DEVICE
NTS
NOTES:
1. REFER TO NCESCPDM
SECTION #6.64 FOR
ADDITIONAL DESIGN
SPECIFICATIONS
REGARDING SKIMMER
SEDIMENT BASINS.
2. REFER TO STD. #30.19
FOR BAFFLE SPACING
AND INSTALLATION
3. SKIMMER INVERT
ELEVATION = BASIN
BOTTOM + 1' MIN.
4. H = SPILLWAY
ELEVATION - SKIMMER
I INVERT ELEVATION
EMBANKMENT
EMERGENCY
SPILLWAY
LENGTH, L
(10' MIN.)
MIN.
I
v� BAFFLES -------------� \ ,
1' FREEBOARD W=5' MIN. v
6" MAX. DEPTH OF FLOW OVER EMBANKMENT
EMERGENCY SPILLWAY
T=1.5' MIN.
Z=5' MAX.
H=2' MIN.
EMERGENCY
SPILLWAY
SKIMMER ARM ANTI -SEEP
1' SEDIMENT COLLAR
STORAGE MOUND RIP -RAP AS PEDESTAL LENGTH = H x 1.5
(OR APPROVED EQUIVALENT) (MIN. 5')
BASIN DRAINAGE
(ACRES)
DENUDED
(ACRES)
010 REQUIRED IVOLUME
PROVIDED
(CUBIC FT.) (CUBIC FT.)
BASIN
REQUIRED SURFACEROVIDED
(SQ FT.) (SQ FT.)
DEPTHN(FT.)
(
H/2
(FEET)
)
FET
( )
(FEET)
FEET
(FEET)
FEET
W
(FEET)
SKIMMER SKIMMER
PIPE ORIFICE
DIAMETER DIAMETER
#1 1.14
1.14
4.01 2052 12750
1302
6500
1
2
3.5
10'
1.5
5
1.5"
1.0"
#2 1.08
1.08
4.04 2070 6004
1313
3337
1
2
3.5
10'
1.5
5
2"
0.75"
INSTRUCTIONS ON WEB SITE FOR EACH SIZE.
SCHEDULE 40 PVC PIPE
(BARREL OR ARM) ARTHEN
MERGENCY
-FLEXIBLE HOSE
EMBANKMENT
SPILLWAY MAXIMUM HEIGHT OF FLOAT WHEN NO OTHER
TORM WATER DISCHARGE OPENINGS EXIST
(MAJOR STORM EVENT)
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LOCATE GRAVEL CONSTRUCTION ENTRANCE AT ALL POINTS OF
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N=111=III=III
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11=III=III=
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4" MIN.
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8 IN. MIN. DEPTH
o
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SKIMMER SEDIMENT BASIN SCHEDULE
PLAN
NTS
STEEL POST 8' MAX.
STEEL POST
WIRE FENCING WIRE FENCING
KFILTER FABRIC
O
M J cv #5 OR #57 WASHED STONE
WOVEN FILTER FABRIC It
` In OQ�
FLOW g� -
N
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�-III-III-III- -III-III-III-III-III-III-III-III-III-III-III-III-III-III-III II -III -III-_ I II�TE311 m=
III-III=1 I I -III III -III -I I -III -III -III -III -III -III -III -III -III -III -III -III -I III-III=1 I
N =III=III-III =III=III-III-III-III-III-III-III-III-III-III-III-III-III-III II -III -III
I LI I I -III -III ' I l -III -I I-III-III-III-III=1 I I -III -I I -III -III -III -III -III -I �1 I I -III -I' 4"
ANCHOR SKIRT;
.III=1I'
I= - 1II EXCAVATE TRENCH _I I1„I I I- � AND COMPACT
BACKFILL
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. MAINTENANCE NOTES:
5. 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 PROLONGED RAINFALL. ANY REPAIRS
6. WIRE AND WASHED STONE IS REQUIRED TO BE SHOWN ON PLANS AT THE TOE OF SLOPES NEEDED SHALL BE MADE IMMEDIATELY.
GREATER THAN 10 FEET VERTICAL (2:1 SLOPE)
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED
7. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING IS ADJACENT TO USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY.
SWIM BUFFERS, STREAMS OR WETLANDS (REFER TO SWIM BUFFER GUIDELINES). THE COLOR
ORANGE IS RESERVED FOR VISUAL IDENTIFICATION OF ENVIRONMENTALLY SENSITIVE AREAS. 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
8. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE. TO CONFORM TO THE EXISTING GRADE, PREPARED AND SEEDED.
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.
HIGH HAZARD SILT FENCE
PLAN
NTS
WATER ENTRY UNIT
o n'
v
TRASH SCREEN
GENERAL NOTES:
/WITH
1.
PROPER DESIGN MUST BE COMPLETED TO MINIMIZE PIPING AROUND DISCHARGE PIPE.
m z 1 = D
2.
PROPER ORIFICE OPENING MUST BE SELECTED TO ENSURE POND DRAINS IN CORRECT
z
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AMOUNT OF TIME. MODIFICATIONS MAYBE REQUIRED IF FIELD CONDITIONS WARRANT A
08-=-
CHANGE.
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3.
EMBANKMENT MUST BE COMPACTED TO DESIGN SPECIFICATIONS.
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4.
EMERGENCY SPILLWAY MUST BE CORRECTLY SIZED AND EROSION PROTECTION INSTALLED.
O
5.
EROSION PROTECTION MUST BE INSTALLED ALONG THE EMBANKMENT AND AT THE
\ ORIFICE OPENING INSIDE THE
W -I I I=
ITI-IT �=m�n�n-rF-
DISCHARGE END OF THE PIPE.
ORIZONTAL TUBE WITH A
6.
INSPECT SYSTEM REGULARLY TO ENSURE IT IS FUNCTIONING IN A CORRECT MANNER.
CONSTANT HYDRAULIC HEAD
7.
EIGHT SIZES OF SKIMMERS ARE AVAILABLE, REFER TO THE FLOW SHEET, CUT SHEET, AND
O =
o I� III -III -III
' -III=III=III-III
INSTRUCTIONS ON WEB SITE FOR EACH SIZE.
SCHEDULE 40 PVC PIPE
(BARREL OR ARM) ARTHEN
MERGENCY
-FLEXIBLE HOSE
EMBANKMENT
SPILLWAY MAXIMUM HEIGHT OF FLOAT WHEN NO OTHER
TORM WATER DISCHARGE OPENINGS EXIST
(MAJOR STORM EVENT)
Zlll'
1[ I - H L= 1.4 X DEPTH
LiTO THE OVERFLOW
MINIMUM LENGTH APPLIES
WATER ENTRY UNIT SCHEDULE 40 PVC PIPE
(BARREL OR ARM)
END VIEW SIDE VIEWMAINTAIN DEPRESSION TO
7N����
(NO SCALE) MINIMIZE CHANCE OF SKIMMER
BECOMING STUCK
DRAWN BY T. R. EVANS 10/10
® J. W. FAIRCLOTH & SON INC.
FAIRCLOTH SKIMMER DISCHARGE SYSTEM WITH OUTLET STRUCTURE WWWEPHONFAIRCLOT 919) 73-1 COM
TELEPHONE: [phone]
FAX: [phone]
EMAIL: [e-mail]
FAIRCLOTH SKIMMER DETAIL
PLAN
NTS
MAINTENANCE NOTES:
1. MACHINE COMPACTION OF ALL FILL IS REQUIRED. ALLOW AT
LEAST 10% SETTLEMENT FOR THE TOTAL FILL HEIGHT. DIVERSIONS
SUFFICIENT TO DIRECT ALL SEDIMENT- LADEN STORMWATER
SEDIMENT CONTROL DEVICE MUST BE INSTALLED PRIOR TO INTO A
CLEARING AND GRUBBING OF THE AREA.
2. DIVERSIONS SHOULD BE LOCATED TO MINIMIZE DAMAGE DURING
CONSTRUCTION OPERATIONS.
3. DIVERSIONS SHALL BE SEEDED AND MULCHED IF THEY ARE REMAIN
TO IN PLACED OVER 30 DAYS.
4. CHECK DEVICE AFTER EACH RAIN, BUT ONCE A WEEK REGARDLESS.
REPAIR AS NECESSARY.
SLOPE 2:1 MAX
NATURAL GROUND
OR FILL OR CUT
SLOPES
NOTES:
1. POSITIVE GRADE MUST BE PROVIDED TO ASSURE DRAINAGE.
IF SLOPE EXCEEDS 2%, SEED AND MULCH DIVERSION. TRY
NOT TO EXCEED 5% (HIGH VELOCITIES RESULT). MAXIMUM
D. A. = 5 ACRES WITHOUT SUPPORTING CALCS..
DIVERSIONS AT THE TOP OF SLOPES MUST EMPTY INTO AN
APPROVED SLOPE DRAIN. BERM/DITCH IS MOST
USED.
2' MIN
FLOW
18" MIN. I-
- X111=
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COMPACTED SOIL
6' TYP.
BERM
n nui
DITCH
FLOW
I
TEMPORARY DIVERSION DITCH BERM/DITCH
PLAN CONCRETE
DEWATERINGBLOCK
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---------------------
2:1 SLOPE, GRAVEL FILTER
unnr rrnrrl.,
TEMPO
SEDIME
SEDI
GUNS I HUC 1 IUN SPECIE ICA I IONS
1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ON ITS SIDE ON THE
BOTTOM ROW TO ALLOW POOL DRAINAGE. THE FOUNDATION SHOULD BE
EXCAVATED AT LEAST 2 INCH BELOW THE CREST OF THE STORM DRAIN. PLACE
THE BOTTOM ROW OF THE BLOCK AGAINST THE EDGE OF THE STORM DRAIN FOR
LATERAL SUPPORT AND TO AVOID WASHOUTS WHEN OVERFLOW OCCURS. IF
NEEDED, GIVE LATERAL SUPPORT TO SUBSEQUENT ROWS BY PLACING 2x4 WOOD
STUDS THROUGH BLOCK OPENINGS. CAREFULLY FIT HARDWARE CLOTH OR
COMPARABLE
2. WIRE MESH WITH 1/2 -INCH OPENING OVER ALL BLOCK OPENING TO HOLD GRAVEL
IN PLACE.
3. USE CLEAN GRAVEL,3/4-TO 1/2 -INCH IN DIAMETER, PLACED 2 INCHES BELOW
THE TOP OF THE BLOCK ON A 2:1 SLOPE OR FLATTER AND SMOOTH IT TO AN
EVEN GRADE. DOT #57 WASHED STONE IS RECOMMENDED
MAINTENANCE NOTES
Inspect the barrier at least weekly and after each significant ('/z inch or greater)
rainfall and make repairs as needed.
Remove sediment as necessary to provide adequate storage volume for
subsequent rains.
When the contributing drainage area has been adequately stabilized, remove
all materials and any unstable soil, and either salvage or dispose of it properly.
Bring the disturbed area to proper grade, then smooth and compact it.
Appropriately stabilize all bare areas around the inlet.
BLOCK AND GRAVEL INLET PROTECTION
PLAN
16"
NTS
700 G/M2 COIR EROSION
BLANKET OR COIR MESH
BAFFLE ATTACHED TO POSTS
WITH LENGTHS OF WIRE
BAFFLE INSTALLATION
EWA
T r BAFFLE SHOULD BE 6" HIGHER
VERT OF SPILLWAY. TOP OF
SHOULD BE 2" LOWER THAN
OF BERMS.
NOTES
1. DRIVE STEEL FENCE POST AT LEAST 24"
INTO SOLID GROUND
2. WOOD POSTS ARE NOT ACCEPTABLE
3. USE STAPLES 1' APART TO ATTACH FABRIC
MAINTENANCE
1. INSPECT BAFFLES AT LEAST ONCE A WEEK
OR AFTER ANY RAINFALL
2. REMOVE SEDIMENT WHEN IT REACHES HALF
FULL. SEDIMENT DEPTH SHOULD NEVER
EXCEED HALF THE DESIGN STORAGE DEPTH.
3. TAKE ALL PRECAUTION TO MAINTAIN
QUALITY OF BAFFLES. IF BAFFLES ARE
DAMAGE, REMOVE AND REPLACE.
BAFFLE DETAIL
PLAN
STEE
WIRE FENCIN(
(IF APPLICABLE
WOVEN FILTER FABRIC
GENERAL NOTES:
NTS
19 -GAUGE HARDWARE CLOTH
(1/4" MESH OPENINGS)
CLASS 1 OR 2 RIP -RAP WITH
4" OF WASHED STONE ON
UPSTREAM FACE
1. SEDIMENT FILTER OUTLET SHALL BE 16 INCHES HIGH BUT NO TALLER THAN 18 INCHES.
2. CLASS 1 OR 2 RIP -RAP SHALL BE USED AND COVERED WITH 4 INCHES OF NCDOT #5 OR #57 WASHED STONE ON
THE UPSLOPE SIDE.
3. POSTS SHALL BE NO MORE THAN 4 FEET APART.
4. SITE OUTLETS AT ANY POINT SMALL CONCENTRATED FLOWS ARE ANTICIPATED AND AT THE DIRECTION OF THE
INSPECTOR.
5. ONE ACRE MAXIMUM DRAINAGE AREA PER OUTLET.
STEEL POST
WAHSED STONE
(NCDOT #5 OR #57)
FLOW
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 OUTLET NTS
P OUTLET
PLAN
r AnT, ,r1.,
OUTLET ZONE - SECOND CHAMBER FIRST CHAMBER INLET ZONE -
15% OF - 25% OF - 25% OF 35% OF
SURFACE AREA SURFACE AREA SURFACE AREA SURFACE AREA
NTS BAFFLE SPACING DETAIL NTS
SECTION
TEMPORARY SILT FENCE
PLAN
NTS
NOT USED NTS
MAINTENANCE NOTES
Maintain the gravel pad in a condition to prevent mud or sediment from
leaving the construction site. This may require periodic topdressing with 2 -
inch stone. After each rainfall, inspect any structure used to trap sediment
and clean it out as necessary. Immediately remove all objectionable materials
spilled, washed, or tracked onto public roadways.
0
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TRACKING OR DIRECT FLOW OF MUD ONTO STREETS.
PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY.
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III -III -III -III -III -III -III -III -III -III -III -III -III -III -III
III=III=III=III=III=III=III=III=III=III=III=III=III=III-III=1
II -III -III-
III=III=11
-III-I III
I I I-llI-III=llr111=JT'
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D
LOCATE GRAVEL CONSTRUCTION ENTRANCE AT ALL POINTS OF
M
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N=111=III=III
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I=I I=111=I I=111=I I=111=I I=111=III=III=III=III=III=11I
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11=III=III=
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4" MIN.
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7.
R1 z
CLASS 'A' STONE
Z 0
8 IN. MIN. DEPTH
o
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- -I-III-1-�
=111 m
LL
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FROM BYPASSING CONSTRUCTION ENTRANCE LEAVING PROJECT SITE.
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GENERAL NOTES:
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1.
WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF MORE THAN 30 DAYS.
Q
NOTE:
PLACE FILTRATION GEOTEXTILE BENEATH STONE
2.
STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE SELF -FASTENER ANGLE STEEL TYPE.
RAS
3.
TURN SILT FENCE UP SLOPE AT ENDS.
4.
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.
SUPPORT WIRE
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.
FENCE AND NETTING
BURIED IN TRENCH OR
PINNED WITH 8"
MATTING STAPLES
8" DEEP TRENCH,
�
BACKFILLED AND
MAINTENANCE NOTES:
COMPACTEDI
CN
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.
SECTION
AT OPENING
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.
GENERAL NOTES:
NTS
19 -GAUGE HARDWARE CLOTH
(1/4" MESH OPENINGS)
CLASS 1 OR 2 RIP -RAP WITH
4" OF WASHED STONE ON
UPSTREAM FACE
1. SEDIMENT FILTER OUTLET SHALL BE 16 INCHES HIGH BUT NO TALLER THAN 18 INCHES.
2. CLASS 1 OR 2 RIP -RAP SHALL BE USED AND COVERED WITH 4 INCHES OF NCDOT #5 OR #57 WASHED STONE ON
THE UPSLOPE SIDE.
3. POSTS SHALL BE NO MORE THAN 4 FEET APART.
4. SITE OUTLETS AT ANY POINT SMALL CONCENTRATED FLOWS ARE ANTICIPATED AND AT THE DIRECTION OF THE
INSPECTOR.
5. ONE ACRE MAXIMUM DRAINAGE AREA PER OUTLET.
STEEL POST
WAHSED STONE
(NCDOT #5 OR #57)
FLOW
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 OUTLET NTS
P OUTLET
PLAN
r AnT, ,r1.,
OUTLET ZONE - SECOND CHAMBER FIRST CHAMBER INLET ZONE -
15% OF - 25% OF - 25% OF 35% OF
SURFACE AREA SURFACE AREA SURFACE AREA SURFACE AREA
NTS BAFFLE SPACING DETAIL NTS
SECTION
TEMPORARY SILT FENCE
PLAN
NTS
NOT USED NTS
MAINTENANCE NOTES
Maintain the gravel pad in a condition to prevent mud or sediment from
leaving the construction site. This may require periodic topdressing with 2 -
inch stone. After each rainfall, inspect any structure used to trap sediment
and clean it out as necessary. Immediately remove all objectionable materials
spilled, washed, or tracked onto public roadways.
0
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>(n O
DD -ern
m z 1 = D
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TRACKING OR DIRECT FLOW OF MUD ONTO STREETS.
PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY.
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4.
Z 1n
N
CLEANED UP IMMEDIATELY.
D
LOCATE GRAVEL CONSTRUCTION ENTRANCE AT ALL POINTS OF
M
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C D
FREQUENT CHECKS OF THE DEVICE AND TIMELY MAINTENANCE.
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6.
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BE DETERMINED BY THE ENGINEER.
z�
7.
R1 z
CLASS 'A' STONE
Z 0
8 IN. MIN. DEPTH
o
8.
INSTALL CONSTRUCTION ENTRANCES IN A WAY TO PREVENT VEHICLES
LL
a�
FROM BYPASSING CONSTRUCTION ENTRANCE LEAVING PROJECT SITE.
z
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- W
M
CONSTRUCTION ENTRANCE
PLAN
NTS
STEWART
101 N. TRYON ST., SUITE 1400 FIRM LICENSE #: C-1051
CHARLOTTE, NC 28202 www.stewartinc.com
T 704.334.7925 PROJECT #: X17010.00
Client:
THALES ACADEMY
4641 PARAGON PARK RD.
RALEIGH, NC 27616
T: 919.270.5410
Project:
THALES
ACADEMY
8012 NEW TOWN RD.
WAXHAW, NC 28173
Vicinity map:
Zo MoNRo� F
IV
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FN17S SRO
a Rp
U
NEVJ TORN PD
PROJECT SITE
NORTH
Seal:
0 of ESS
• y•
Bills
• v
10.16.2017
Issued for: NCDEQ
No. Date Description
SCALE: N.T.S.
Title:
EROSION CONTROL
DETAILS
Project number: x17010 Sheet:
Date: 07.26.2017
Drawn by: MRB C9.1
0
Approved by: DRB
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NOTES
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1.
PROVIDE TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE
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TRUCKS.
2
F=F zw
2.
LOCATE ENTRANCES TO PROVIDE FOR UTILIZATION
N 1-- ' off �
BY ALL CONSTRUCTION VEHICLES.
o v��
3.
MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
z
TRACKING OR DIRECT FLOW OF MUD ONTO STREETS.
PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY.
a a o
o
4.
ANY MATERIAL TRACKED ONTO THE ROADWAY MUST BE
CLEANED UP IMMEDIATELY.
5.
LOCATE GRAVEL CONSTRUCTION ENTRANCE AT ALL POINTS OF
INGRESS AND EGRESS UNTIL SITE IS STABILIZED. PROVIDE
FREQUENT CHECKS OF THE DEVICE AND TIMELY MAINTENANCE.
6.
NUMBER AND LOCATION OF CONSTRUCTION ENTRANCES TO
LU
BE DETERMINED BY THE ENGINEER.
7.
USE CLASS 'A' STONE OR OTHER COARSE AGGREGATE APPROVED
Z
So
BY THE ENGINEER.
o
8.
INSTALL CONSTRUCTION ENTRANCES IN A WAY TO PREVENT VEHICLES
LL
FROM BYPASSING CONSTRUCTION ENTRANCE LEAVING PROJECT SITE.
z Z
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F-
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Q
NOTE:
PLACE FILTRATION GEOTEXTILE BENEATH STONE
RAS
CONSTRUCTION ENTRANCE
PLAN
NTS
STEWART
101 N. TRYON ST., SUITE 1400 FIRM LICENSE #: C-1051
CHARLOTTE, NC 28202 www.stewartinc.com
T 704.334.7925 PROJECT #: X17010.00
Client:
THALES ACADEMY
4641 PARAGON PARK RD.
RALEIGH, NC 27616
T: 919.270.5410
Project:
THALES
ACADEMY
8012 NEW TOWN RD.
WAXHAW, NC 28173
Vicinity map:
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PROJECT SITE
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Seal:
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Bills
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10.16.2017
Issued for: NCDEQ
No. Date Description
SCALE: N.T.S.
Title:
EROSION CONTROL
DETAILS
Project number: x17010 Sheet:
Date: 07.26.2017
Drawn by: MRB C9.1
0
Approved by: DRB

ALTERNATE WALL TABLE OF DIMENSIONS m z
CONFIGURATION D T A B C E L WT, C S� EXPANSION JOINTS H Q
0
12" 2-1/4rr 4rr 2'-0" 4'-1" 2'-0" 6'-1" 730 �"I Z 6" E <F-
>M00 'I 4 6 a 6" SOU
-n CnI IH
15" 2-1/4rr 6" 2'-3" 3'-10" 2'-0" 6'-1" 73p m Z _ #a BARS "V" Err Err STD. 840.03 FRAME, LL J IH Z
18" 2-1/2" 9" 2'-3" S-10" 3'-0" 6'-1" 1190 w -4 @ EQUAL SPACES O0Cn=
GRATE & HOOD
w 24" 3" 10" 3r -8r, 2'-6rr 4'-0" 6'-2" 1770 x oT > > m 3„ i>� 11� w Q ¢ LL =
CD
30" 3-1 2" 1'-0" 4'-6" V-8" 5'-0" 6'-2" � U O
/ 2380 - x00 \ �/ LU
.36"
36" 4" 1 '-3" 5'-3" 2'-11 " 6'-0" 8'-2" 5320 Z O H dMIL'-d 0LL J
42" 4-1/2" V-9" 5'-3" 2'-11" 6'-6" 8'-2" 5920 n DD R jU R ��s'_o,r zOH
_ CL
48" 5" 2'-0" 6'-0" 2'-2" 7'-0" 8'-2" 7470 � -I � Qa � � y PLAN N � H
~ T 54" 5-1/2" 2'-3" 5'-6" 2'-10" 7'-6" 8'-4" 8810 00 r a a J LL CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES T W O
z ma LL
60" 6" 2'-6" 5'-0" 3'-3" 8'-0" 8'-3" 11180 a o a TOP T O
C B "w
66" 6-1/2" 3'-0" 6'-0" 2'-3" 8'-6" 8'-3" 12530 �, m �, a USE ON FLAT ELEV. EXPANSION JOINT 101 N. TRYON ST., SUITE 1400 FIRM LICENSE #: C-1051
L = LENGTH 011 72" 7" 3r-0" 6'-6rr 1 r-9" 9'-0" 8'-3• 13980 111
GRADS 2% AND UNDER CHARLOTTE, NC 28202 www.stewartinc.com
T 704.334.7925 PROJECT #: X17010.00
PLAN
S, _ DEPRESSED GUTTER LINE
EXPANSION JOINT
PLAN OF TOP SLAB SECTION S -S
O r NORMAL CURB AND GUTTER ON LIGHT GRADES LL
GENERAL NOTES: n Z ELEVATION o Z Client:
3: 7 SCOP 1. SEE FORMER NCDOT STANDARD 310.01 FOR DETAILS. Cl) NORMAL GUTTER LINE z Q w
o e + 2. REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS �? : x EXPANSION JOINT err '-' pp a
O - m 6" �••�E #8 "W" BARS #4 BAR 6rr TOP Q 1-4
CL
Q If OF REINFORCED CONCRETE PIPE OF LIKE DIAMETER PER I - ELEV. _ _
AASHTO M170, TABLE 2, WALL B.
> #4 BAR iv USE ON GRADES OVER 2 O
= m Z @ EQUA.L SPACES V
T = G DEPRESSED GUTTER LINE 0~ T H A L E S ACADEMY
T 3• ALL CONCRETE TO BE 3600 P.S.I COMPRESSIVE STRENGTH. c O >L I -loll Icc Q
4. PROVIDE TONGUE OR SPIGOT JOINT AT INLET END SECTION. 0 a 0 EXPANSION JOINT MAA. s -0"Q v =
SECTION 0 #4 BARS "U" 1„ " ; ,r_0„ Iii .,,• z W =
5. PROVIDE GROOVE OR BELL JOINT AT OUTLET END SECTION. v = y DOWEL ELEVATION H H
~ SECTION R -R NORMAL CURB AND GUTTER ON STEEP GRADES W
SEE STD. 20.23 AND 20.24 6. THE DIMENSIONS FOR END SECTIONS SHALL SUBSTANTIALLY AGREE m X0 Z N v N 4641 PARAGON PARK RD.
WITH THE TABLE. MINOR VARIATIONS WILL BE PERMITTED BASED 0) O MINIMUM DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH BASIN BASED ON MIN. NEIGHT H WITH NO RISER I� Z RALEIGH, NC 27616
DIMENSIONS OF BOX AND PIPE COVER CU.YDS. CONC. IN BOX DEDUCTIONS J o
ON THE MANUFACTURER'S STANDARD FORMS AND TEMPLATES. Z _11 PIPE SPAN WIDTH WIDTH SPAN MIN. HEIGHT DIMENSION BARS -U BARS -V BARS -W TOTAL TOP BOTTOM TOTT. GOICIM ONE PIPE 0 v T: 919.270.5410
= CI A B C G H E F N0. LENGTH N0. LENGTH 20. LENGTH LBS. SLAB SLAB HEIHT H C.M. R.C. Z
W
• NOT TO BE USED IN NCDOT MAINTAINED RIGHT OF WAY.
12" 3'-0" 2'-2" -- -- 2'-9" -- -- -- -- -- -- -- -- -- -- 0.235 0.772 0.015 0.026
1S" 3'-0" 2'-2" 3'-0" 0.235 0.829 0.023 0.036
1E1" 3'-0" 2'-2„ 3'-3" 0.235 O.B87 0.033 0.049
24" 3'-0" 2'-2" 3'-9" 0.2$5 1.001 0.059 0.085
4,r 3C1" 3'-0" 2'•2" 3'•4" 4'-3" V-2" 4,•0" 4 V-5" 2 3'•9" 3 3'-9" 39 0.123 0.321 1.433 0.092 0.127
�••� r4�
; 3'-0" 2'-2„ 3'-10" 4'-9" V-8" 4'-0" 4 1'-11" 3 3'-9" 3 3'-9„ 43 0.161 0.358 1.714 0.132 0.176
" 3'-0" 2'-2" 4'-5" 5'-3" 1'-5" 3'-2" 4 1'-8" 2 2'-11" 3 2'-11" 32 0.112 0.318 1.738 0.180 0.243
1 3'-0" 2'-2" 5'-0" 5 -9 2'-0" 3'-2" 4 2'-3" 3 2'-11" 3 2'-11" 35 0.145 0.352 2.052 0.235 0.317
ITI E . IT� SHEET 20F 2 4" 3'-0" 2'-2" 5'-7" 6'-3" 2'-7" 3'-2" 4 2'-10" 5 2'-11" 3 2'-11" 41 0.160 0.386 2.387 0.297 0.401 SHEET 20F 2
84O.O2 • RISER HAS .228 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT 840.02
END VIEW V
m NOTES: z 0 FRAME RATE AND HOOD GENERAL NOTES: Z Project:
0 rr o O BACK OF CURB SEE STO.NO. 840.03 USE CLASS "B" CONCRETE THROUGHOUT. O,..rCn
FLARED END SECTION NTS I --I.1 INSTALL ALL STEPS PROTRUDING 4 FROM INSIDE FACE OF STRUCTURE WALL. I-} <, X PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12" <Q
C , STEPS DIFFERING IN DIMENSIONS, CONFIGURATION, OR MATERIALS FROM THOSE SHOWN MAY ALSO BE USED PROVIDED THE CONTRACTOR HAS FURNISHED H Q I -r Z �" ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66. Q Q 3
7 " z THE ENGINEIER WITH DETAILS OF THE PROPOSED STEPS AND HAS RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE OF SUCH STEPS. Q Q 3 >CR O Z _
DC0 O O7o Z = Ci r H 0 = O TOP ELEVATION OPTIONAL CONSTRUCTION -MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS AT H =C.7 C!
PLAN 11 (} O v o - 12" CENTERS AS DIflECTED BY THE ENGINEER. W J O H
rO�I�Cn WJ01-I mZ x� Y Y o_ z
Im-I z = D%„ 0065= Z ° A - 1 - - USE FORKS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. O =O
momc-)-A ccZ •• x o > O Elly ---- _ :o IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB W Q w =
Q '', m ". io a:. ;a AS SHOWN ON STD. NO. 840.00. H U Ir CLL)
C7
x O O 1" = ,n Q U O r0 -I z x O ..o ____ 6" 'o B 6" = USE TYPE "E", "F" AND "G" GRATES UNLESS OTHERWISE INDICATED. _ Z LU
CJ)0 Z z IH 0 r T m CD 0 J - 17 O H o,: 0 6: D "n FOR 8'-0" IN HEIGHT OR LESS USE 6" WALLS AND BOTTOM SLAB. OVER - OH J
0 FLEXIBLE PIPE O (") D _� W O W = C7 = D D n 8'-0" TO 16'-0" IN HEIGHT USE 8" WALLS AND BOTTOM SLAB. ADJUST cc O Q
IT = \ O Q .' o. .. o.. .. a..
'.
o QUANTITIES ACCORDINGLY. Z H =
Q H- i > > - Z '� mo"'.v .ov CONSTRUCT WITH PIPE CROWNS MATCHING. �- H
H Z Q Q H - �'8r� rte\ N d H O O PLAN SEE NOTE CHAMFER ALL EXPOSED CORNERS 1". r 0
�D Round Corrugated Steel Pipe Round Corrugated Aluminum Pipe Q O _ r 3" , w
> F_4 O 2 2/3 x %2 corrugation * 2 2/3 x %2 corrugation * Z cc = U Z r LII O Z X DRAWING NOT TO SCALE. O
F1 C3 o SECTION X -X
M O T * * W J O F -I Z r _ TOP ELEVATION THALES
F -I z � x > Diameter Minimum cover Maximum Height of Cover (feet) Diameter Minimum cover Maximum Height of Cover (feet) O � O x ,�„
= O D n --I
inches inches (Ga) 16 14 12 10 8 inches inches (Ga) 16 14 12 10 8 LLI Q Z LL = -� PLAN SIDE
Q TOP ELEVATION
Z 12 12 204 256 12 12 123 155 218 281 344 H U O O ELEVATION _ _ _ _ _ FRAME GRATE AND Hoop
x O O O 15 12 162 204 15 12 98 123 174 224 275 Q H PLAN SIDE _ - - STEPS - STD. NO. 840.66
z 18 12 135 169 239 21 12 81 102 144 187 228 (n O W ELEVATION , SEE STjN0. 840. STEPS -STD. ACADEMY 21 12 117
15 145 204 21 12 69 87 123 160 195 wpQ cod 6" A 6" __
D D > 24 12 100 126 178 24 12 60 76 108 139 171 Z - = Q �e m N Ill = TOP ELEVATION30 12 79 100 142 27 12 67 95 123 151 > I'1'I n 2M .•-__O36 12 65 83 117 152 30 12 60 85 111 136 a z L 0 1 1 0 o'• m `�"'.ALLZ
O48 12 48 610 1807 113 139 42 12 130 160 36 12 50 60 71 78 196 13
Z��• 1,Orr I I 1412" _I f7 N `i H Lo' o.. ...o, I T o B �. E� o. Z CO)
42 12 54 1z 5a 77 100 1z3 as 1z 5z s$ $a a CAST IRON CAST IRON z IV x ,'`. I I Q w
60 12 69 90 111 54 12 46 50 74 x ELEVATION ELEVATION W = m CD 6" C �° 6" = 6" G 6" m M 8012 NEW TOWN RD.
ss 12 61 100 so 12 5o s2 m O Q SECTION Y -Y
72 12 74 91 66 12 51 D c = m z ; D v° D O V WAXHAW, NC 28173
78 12 81 72 12 41 _4 z ~ _ �.
3 84 12 69 Z 0 I' 1 16 > VARIES
HT
o y 'v
M o c _ #6 BAR OR -cc
OT Q (� O
0 83Ar' c 11/4" #8 BAR
I'7'I ** FOR DIFFERENT CORRUGATIONS AND ARCH PIPES REFER TO Cr ~ 1'r m GALV'D. Z (� v W 2
a m 6" T SECTION J -J �' o• Q
= z ROADWAY DESIGN MANUAL OR MANUFACTURERS SPECIFICATION. O 0 - 1i$" Q N Z _ v":o ° v �- ~
o.
o ri0 LL Q c = _ �- > p WHERE 30" TO 36" PIPE IS USED Cf) L7 r J D 0 W H : SEE NOTE SECTION M -M V=
H C.'3 g � � �' � W H WHERE 42" TO 54" PIPE IS USED = c N
T1 Cn REFER TO THE FOLLOWING FOR PIPE SPECIFICATIONS z J U) m H = C7 m D Z WHERE 30" TO 36" PIPE IS USED O V
r CSP AASHTO M36 H Q J N (,zj ®Ur0-, a N !7 RISER HT. Z
POLYPROPYLENE Z H VARIES o. J 0
r
CD CAAP - AASHTO M196 Q m PLAN J Pq -n O Vicinity map:
HDPE Minimum fill 2' for pipe diameters > 12" and < 60" CrN -n SIDE PLASTIC 0 Z O J r " J z v
_ > ( 1 P p - - HDPE - AASHTO M294 Z Q m O It SIDE Z Q � _ - - _ - _ _ _ - _ �.', o';
Maximum fill 20' for I e diameters < 24" 0 H - ELEVATION M °' 0', p'. s: ; D', '•`;".D', M w
m H z * ( ) pipe PVC - ASTM F949 or AASHTO M304 1..1 1/6" PLAN ELEVATION w oC �,FF
B
H O 17' for pipe diameters >_ 30" and <_ 60" 0 CO) COMPOSITE D p o':y "E A
_ m> CX-' UJ A
PVC * (Minimum fill) 2' for pipe diameters >_ 12" and <_ 36" NOTES: FILL HEIGHTS SHOWN WERE CALCULATED USING Q C3 �. °E
�-4 O (Maximum fill) 30' for pipe diameters >_ 12" and < 36" AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS z CL W ,/ „ REINFORCING STEEL p. �'
Z O Q Li x 12' WHERE 42" TO 54' PIPE IS USED
W N D * FILL HEIGHT IS MEASURED FROM THE TOP OF THE PIPE 1' MINIMUM COVER FOR ALL SIDE DRAIN PIPE J ELEVATION NOTE: ° o,.'D'.''.'0".'0•'.''.'o'. v ::� :, o_'::P.':,:o:::..P.'
IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS
r r2 TO THE BOTTOM OF THE PAVEMENT STRUCTURE LL J #3 DEFORMED 12" DO NOT USE IN DETAIL SHOWING METHOD
M D H x O 11 STEEL ROD SANITARY SEWER MANHOLES. SHEET 1 OF 2 OF RISER CONSTRUCTION SHEET 1 OF 2
r 0 RIGID PIPE � LL SHEET 1 OF 1 SECTION A -A ELEVATION SHEET 1 of 1 840.02 PLAN PLAN 840.02
r J o 840.66 840.66
RCP - * (Minimum fill) 1' for Class IV & CLASS V z = 12 %4,R
1--I 7CJ 2' for Class III & Class II W F
REFER TO THE FOLLOWING FOR PIPE SPECIFICATIONS LLI �
Z * (Maximum fill) 10' - Class II pipe RCP AASHTO M170 W U Fo
"pro
20' - Class III pipe DRAINAGE STRUCTURE STEPS NTS 03-
CONCRETE CATCH BASIN NTs a30' - Class IV pipeo
40' - class v pipe PLAN r
PLAN
(For fills > 40' & < 80' use LRFD Direct Design Method) NOTES: FILL HEIGHTS SHOWN WERE CALCULATED USING
AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS NE��o�NRo
SHEET 3 OF 3 FILL HEIGHT IS MEASURED FROM THE TOP OF THE PIPE 1' MINIMUM COVER FOR ALL SIDE DRAIN PIPE SHEET 3 OF13
300.01 TO THE BOTTOM OF THE PAVEMENT STRUCTURE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS '300.01
0 rr EE1OH O D EE1Y STD. NO. 840.54 ELEVATION o
FRAME AND COVER FINISHED GRADE z PROJECT SITE
}
H z DETAIL SHOWING TYPES OF GRATES 2'-113/ " 2 4 ¢ Q IQ -I z ECCENTRIC CONE Q Q 3
DHOW USE ACCORDING TO WATER FLOW. 1�2rr� Ho~c=U DHo� I _ H��v
O Z m0�'I=� B U_ _J TZ�=� - 12" 12" WJ�1-Iz
I'll TOP OF FILL TOP OF FILL TOP OF FILL O JJJ���rc
� � � � = -n D D m TYPE r,Grr TYPE "E" TYPE "F" A A 1 N� 7 „ LU LL = � Z D m o I o IW- U Q LL
O CD=
<' Z Q Q (Doo I 9/8 Q Iti - 21- M O 0 N N
:0 (D O Q�� x -a -n zw zx-o -n I I M �x�zw
Cn > I 9/8 z ,H>> I Z ,H
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M= O TIS GROUND LINE H GROUND LINE H GROUND LINE
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rrr�rrr_ r„=,rr-.r_rri= =rrr=rr_rrr_rr,==r,r=rr_r,r= _ _n,_rrr�rr,_ wQQIL= nN> WATER FLOW - SAG O�� �� I I 2 N O�I>I
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rr
7l > nr - - "' 2'iL =On n u nr it QCD OZ ------------------------------- n r WZ I STEP STD. NORTH
OCOMPACT AFTER - _ COMPACT AFTER r _ Z 11/ I O r T'PIPE IS PLACED _ '=' r n' ACE WB 2 �rr I I N0.,n 1--I PRIOR TO Li rn = I &IPRIORTO~0 � J Zr LACEMENT OF TYPE IV _ ENT OF Q _ _ _ _ _ _ _ _ _ _ _ _
D
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FILL •rrr ENGINEERING �r .. lir FILLEM O O O =
LL
} Z • D I •,
D > > .:: :•• . _ =!t ..'... .. - FABRIC = ' .rr, rr
•.:. .' _rrr_rrGrrr= rrr r .. - : _
H NOT LESSIN. rrr N ~ H � -A 5rr 4r Orr 5rr
00 r I.D./6 MIN. r�ur�nr�m>ur� N-rrr-ru- THAN 6" , _=nr=nr=nr= rr = _ - EARTH r W SECTION B -B m 5' a s Y�.I Q
I.D./6 MIN. - - r rn-ur- - - r-rn-r" r ' " i
Z NOT LESS THAN 6" 0. D. + 3' NOT LESS THAN 6'" %2" PER FOOT OF 'H' r 0a'��~ STEP STD. NO. 840.66 m
O.D. + 3' 11 NBUT NOT OR MORE THAN THA
12" r T Ill - - - - - - - - - - - - - - - - - - - - - - - - - - - -•- - - - - - 1 �Q rr 21� rr = Z m , I , _
NORMAL EARTH FOUNDATION ROCK o. D. + 3' O -,_ 74 SECTION X -X_ -_-_I
ROCK FOUNDATION As DIRECTED By ENGR. O z WATER FLOW SAG
0 N IT USE 24" GRADE RINGS IN 8" HIGH Seal:
WATER FLOW �- O zCi) m KIEV SECTIONS AS DIRECTED X I,� X O
UNSUITABLE MATERIAL FOUNDATION c DD O LL O m O BY THE ENGINEER. o I== I = LL Z
PIPE IN TRENCH 0 3 H SECTION A -A •� 3 H I <+ SEE p
TOP OF FILL TOP OF FILL TOP OF FILL--7ill m Cn z x _ a 0 0 O D NOTE z UU
3 Z o = TYPE "F" TYPE nErr TYPE r'G'r TYPE - E 0 IV Z
Z T, Z a 2 SEE NOTEM CD 0 O ��ee�e•��
M H CD q Q Q U U) GROUND LINE D m s, '', Q d �`�,' CAR ,,♦♦�
> RAISED FLOW ARROW c r D =__ - 2 `` �\A O� ♦♦
= z O II- rr,j rr O 0 = > 0 io FOR 12" BRICK WALL
RAISED FLOW ARROW 2� N Q c ---
o L7 LL Q > O rr �6 HIGH �►-I r- O = 0 D FOR 8" BRICK WALL 0 N : O F
H H H a z P 1 2/ n m z o 2'-11" 2'-11" H ESS
L7 O J D m z %$11 HIGH '1 O - - Q W z .".: :=:::::::t':- SECTION ON ¢
o x GROUND LINE GROUND LINE IZ-I Q ;17 CO) O �� 0~ Q N 07AM1
MIN. O.D. MIN. O.D. MIN. O.D. MIN. O.D. TYPE IV MIN. O.D. MIN. O.D. 0 - z Q - GENERAL NOTES: Z W = .
GROUND LINE ENGINEERING Q ~ O i1,��rr H = (n = 0 ..PART SECTION.Y-Y- MORTAR JOINTS 1t" t �" THICK. J ,
_FABRIC 1: .•� Cr U) UJ n > > rr 11/2 (n � > USE CLASS "B" CONCRETE THROUGHOUT. Cn O • �� ^'^ •
11 a > �/ _ -n=rrr-u =ur_m= _ r=rrr-r --="r_"r_ 0 Z LL > Z 11/2 -m _ z ~ 3 g 12" 12" = -
,� 1••1 Z='rr=rri r .,=r,Frrr=r,r_rrr-w=rrr ',•,:.:;-•,,:..-,• _ COMPACT AFTERrr T',•,•.•, " rrrl 1.4 H � v H c'�` 1 rr _� _ O m '� I --I USE FORMS TO CONSTRUCT THE BASE SLAB. x Z CQ ♦i S(� �,�.
rrr r -PIPE IS PLACED rrr 1 O W Z ♦ rf
- _ &PRIOR TO = x G7 Q Q �/ rr c+% Cl)H W W N [,) JUMBO BRICK WILL BE PERMITTED. CONCRETE BRICK OR 4" SOLID r.., a ♦ ♦♦♦ BAYS\. `
CJ m > •• I.D./6 MIN. - _ PLACEMENT OF - = W = B Cl)O CONCENTRIC CONE
7D - Q 0 O r J CONCRETE BLOCK WILL BE USED IN LIEU OF CLAY BRICK. J
O NOT LESS THAN 6" m=ur=nr _nr _ur_ nr .w=ur FILL nr=w=n =nr _nr_ ur _nr=rn 0 d H p0 O -n rr 1 I C O Z -1 DIMENSIONS SECTION ('
H N I.D./6 MIN. AS DIRECTED > O P rr 1Y2 I-_ rr Z O USE PRECAST MANHOLE COMPONENTS MEETING REQUIREMENTS Z 10.16.2017
COMPACT AFTER O.D. + 2' I.D./6 MIN. NOT LESS THAN 6" MIN. O.D. MIN. 0. D. BY ENGINEER z ~ C.� co M „ 1 �2 R W f� c) y PIPE BRICK OF STD.NO.840.52 AND AASHTO M199. Ill
Z O PIPE IS PLACED NOT LESS THAN 6' O.D.+ 2' Q Li H ,y 0 1�2 3 rr r 1 rr V„ O DIM. HEIGHT vi
Ill = & PRIOR TO %2" PER FOOT OF 'H' H = z rr 1 � rr /8 IJ_ FOR MANHOLE OVER 12' VERTICAL WALL DEPTH, CONSTRUCT BRICK a
N > PLACEMENT OF BUT NOT LESS THAN 12" (n 2'- 113/ 2'- 11 D H1 MIN MASONRY WALL 12" THICK. FOR MANHOLES WITH A VERTICAL WALL
� FILL NORMAL EARTH FOUNDATION ROCK FOUNDATION NOR MORE THAN 24" UNSUITABLE MATERIAL FOUNDATION LL r LA 12 V-5" DEPTH LESS THAN 12', CONSTRUCT BRICK MASONRY WALL 8" THICK. 0
D Z PIPE ABOVE GROUND 0 11/2'1j/2r-11�-��/8 �1.1�2 c 1e 11-811
ASSEMBLE RISERS AND GRADE RINGS WITH THE STEPS SPACED
r O F1 1 rr I m T8 11-11 12" FROM THE TOP TO THE BOTTOM OF THE MANHOLE. CL
r GENERAL NOTES: J 3 rr 1.4 2'-6"
WHERE THE MANHOLE IS EXPOSED TO ROAD TRAFFIC, CONSTRUCT
> T DO NOT OPERATE HEAVY EQUIPMENT OVER ANY PIPE CULVERT UNTIL THE PIPE CULVERT HAS C7 O 1 SECTION A -A 7zSrr 16„ 3'-0„ THE TOP OF THE MANHOLE FLUSH WITH THE GROUND AND A MINIMUM Issued for: NCDEQ
O I.D. = THE MAXIMUM HORIZONTAL INSIDE DIAMETER DIMENSION. BEEN PROPERLY BACKFILLED AND COVERED WITH AT LEAST 3 FEET OF APPROVED MATERIAL. Z
Du W X12„ 4 _2 4'-0" OF 9" ABOVE THE GROUND AT OTHER LOCATIONS
O
0. D. = THE MAXIMUM HORIZONTAL OUTSIDE DIAMETER DIMENSION. SPRINGLINE OF PIPE L SHEET 2 OF 2 TYPE - F TYPE G SECTION A -A SHEET 2 OF 2 SHEET 1 OF 1 SHEET 1 OF 1
p ALTERNATE CONE SECTION IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX,
Z H = THE FILL HEIGHT MEASURED VERTICALLY AT ANY POINT SELECT BACKFILL MATERIAL CLASS III OR CLASS II, 840.03 r 840.03 840.53 ADD TO BASE AS SHOWN IN STD. NO. 840.00. 840.53
ALONG THE PIPE FROM THE TOP OF THE PIPE TO THE TOP ® BELOW SPRINGLINE.
OF THE EMBANKMENT AT THAT POINT.
® APPROVED SUITABLE LOCAL MATERIAL ABOVE SPRINGLINE. 02-
JUNCTION BOX PRECAST MANHOLE WITH MASONRY BASE NTS
TAKE GARE TO FULLY COMPACT HAUNCH ZONE OF PIPE BACKFILL. UNDISTURBED EARTH MATERIAL
LOOSELY PLACED SELECT MATERIAL CLASS III OR CLASS II, TYPE 1 SELECT MATERIAL CLASS V OR VI FOR FOUNDATION CONDITIONING. ENCAPSULATEPLAN
Q •. FOR PIPE BEDDING. LEAVE SECTION DIRECTLY BENEATH PIPE
SHEET 2 OF 3 UNCOMPACTED AS PIPE: SEATING AND BACKFILL WILL WITH ENGINEERING FABRIC AS DIRECTED BY THE ENGINEER. SHEET 2 OF 3
ACCOMPLISH COMPACTIION.
� 300.01 300.01 No. Date Description
N
,
ti
O
N
� z
(� O I'll TOP OF FILL TOP OF FILL-----7TOP OF FILL 0(/)
x O Q 0 O� O G m SOLID COVER SHOWN PERFORATED. PERFORATED AVAILABLE 0
>HO= ZDE=U " n n - H>_ H1� IF SPECIFIED. 110
3 O I (n GROUND LINE GROUND LINE GROUND LINE __ F1 0 <• 43" NOTE: USE TYPE E F AND G GRATE o Q -I }
H H LL O M Z 03 G
Ill z x o = z > 0 o UNLESS OTHERWISE NOTED. cN°� -.11 Q � O ( E SEWER, STORM DRAIN, ELECTRICAL)
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H 70 � ., ..
00 n 00cn �I I_n Cn PcP z�CD >00 r I.E. USE R' SYSTEM N N, ER L z�xU
to x�Z>C1-I m�ru_•r_ur_r _n ur=ur_mGrrr_ m_h,_n_nr,r --rm_ cw�n'= w=rn=•r_ur= /=ur=u_w�ur_ 1-- c-5 Li-ET1z�1=> B ° _
= rn lir rn rn Trr 51 = O, _ > O = z - F -I > O O x
WJdMz �H-n 0) 2" HC)
n i� mZ
- x O O O - COMPACT AFTER _ rn rrr COMPACT AFTER Q ~ O O n W Q z LL TOP OF COVER ¢ O
r T ' •. "' PIPE IS PLACED ' '_' r rrr I ACE x Z uy = �'I Z > Cll 'r H U O O o n QLL
-
- - - -
0 �i O H 1 iir �x &PRIOR TO nr - ENT OF _
�� rn ' &PRIOR TO D ��LL�J - x�=OO 2 I _ 2_ Q H =TIZ�m �J H(.J=O(xr3
n x= Z - PLACEMENT OF TYPE IV ��' PLACEM O Q Z �1 C= Z W Cn O A A C`�` Q r
> •. •. • . x FILL • •rrr ENGINEERING _ - ... • ,.•; rrr FILL O _ 1--1 O r _ N N 0 O = r- B H x Z
> ::.t:.• '•::'.•.::.: ::•':':'• - - - FABRIC ':.t',.,: '.::'..:::.`r:.' :'::: •= LL J Z,.., r TI W
�� Errr=-rrG„r=lir r..
I.D /6 MIN. rr,. N ��>r =mz �a �o _ SECTION - LL SECTION - NM 00 U) n=�Z O�OOQ
C/) , NOT LESS = m A ALIGN FRAME WITH INSIDE 1 > >>
O O I.D./6 MIN. i�ur� nr fru>ur- _ r = _ =n = rr = _ - rL>> \ J
r x ern �n� THAN 6" - r" =n, EARTH T W 0 > � A D O ❑ z � * � > (� z f�-I �
I.D./6 MIN. '- 4 rn-w r- r-rn-ru , �
O Z NOT LESS THAN 6" 0. D. + 3' NOT LESS THAN 6"
1/2" PER FOOT OF 'H' r 0 O ~O r EDGE OF WALL TO ALLOW W O I�-I L_ _ - _ - _ - _ - _ - _ - _ _ - _I L
O BUT NOT LESS THAN 12" ,,,ppp000 r Cn
(„) ROCK O.D. + 3' NOR MORE THAN 24" 0. D. + 3' z LOo FOR VERTICAL ADJUSTMENT :v: _ 1„� O Z r w0
of NORMAL EARTH FOUNDATION ROCK FOUNDATION As DIRECTED BY ENGR. O O WALL SECTION Tj 1/2„ R O
UNSUITABLE MATERIAL FOUNDATION 1I
O TOP OF FILL PIPET IN TRENCH TOP OF FILL O O SECTION - BB
/ 3 Z B BOTTOM OF COVER
X m O SECTION - PP SECTION - NN 1 R.
Ill c N o PSN J � z PLAN OF COVER
vO H MIN. O.D. H MIN. O.D. MIN. O.D. - H MIN. O.D. O ~ _ •� Z FRAME,GRATE, & HOOD ASSY 04 ;m � � 3
MIN. O.D. - MIN. O.D. _ -�- J C L9 1 r �il O o m =
r -- O c � L I LL O m Z 0 PLAN OF FRAME o W
H � �
s� 0 �- ^' z J m H 6' 2' 0" 6r, _ cs = = r
GROUND LINE ? GROUND LINE ?� Hi Q m (n Z = O '--' 1'-1112" V' SCALE: N.T.S.
o ?! TYPE IV " x - IN C.i Cn Z
0) _n -n GROUND LINE O f.�
ENGINEERING ELI r ,r _ ,pJ _ L�
O m _ - FABRIC - _ - ui d z Gi (n 3 0 1 r' orn Q Q Q m 2'-11/gr' 3
' X > _ -u=alar u= =w=m- rr, _n=oral -ur=m_ O Z (n .A > Ol a - = C.) _
N H �--� Z _m Pur=qr-w=nFw_m_m=w=rn 7'.L_. ...:.. r. _ COMPACT AFTER _ -
T.....• . + �--� a z K -K N 1" ., 0> 1' 11rr p ,r m m o Q
0 • . ; . • ..;.•. '. •.rrr -PIPE IS PLACED ' ' `: • •.'..:. :'rrr O > N �.
(0 Co _ _ & PRIOR TO = = W z D _ CM �, O N = z \
r m D COMPACT AFTER I. D. MIN. - _ PLACEMENT OF _ L M O , r,
717 PIPE IS PLACED NOT LESS THAN 6" ur=rn= rrr _nr _n'r= W N CSS
�i m 0 & PRIOR TO _ _ nr _rn=_ur FILL ur_nr_u =n, =nr_ ru _rn=_ur m 0 m = Lii > 1 -10�$ M W Title:
Q
�-4 PLACEMENT OF I.D./6 MIN. LAS DIRECTED 0 d F1 O SECTION - AA O H Z M 0 0
0 FILL O.D. + 2' I.D./6 MIN. NOT LESS THAN 6" MIN. 0. D. MIN. 0. D. BY ENGINEER Z ~ X z Q Q
H Z O NOT LESS THAN 6" O.D.+ 2' Q 0. W O O Q Z
C m N 37 %2� PER F00T OF 'H' J = ;� - a 1 t1 / \ TYPE #1 rr a LL
C D BUT NOT LESS THAN 12" CO C7 >
NORMAL EARTH FOUNDATION ROCK FOUNDATION NOR MORE THAN 24" LL > ttm T 0 Z / I ~ GRADING AND
� UNSUITABLE MATERIAL FOUNDATION � Z � N � Z D � � \ 3� I� I� r
r z PIPE ABOVE GROUND � O = O Z J FRAME PLAN SECTION - JJ UJ O 0 g _ �_ I �" �{ 104 x J
(� O F1 O '` 5� (' Z N C/i O
r GENERAL NOTES: J 0 = '4 ,r = G`,r 3'-D%8" 5'tlrr J (n O �. r rr I"1
D T DO NOT OPERATE HEAVY EQUIPMENT OVER ANY PIPE CULVERT UNTIL THE PIPE CULVERT HAS CrS O tl] 1�{g x 1 6r 4�� " C3' O O t� ` 4, 1 -1G�$ J DRAINAGE DETAILS
O I.D. = THE MAXIMUM HORIZONTAL INSIDE DIAMETER DIMENSION. BEEN PROPERLY BACKFILLED AND COVERED WITH AT LEAST 3 FEET OF APPROVED MATERIAL. Z = CD O O _ - R 3" R z LSC C O �_ \ ALTERNATE O
I -I X UJ f I L7 70 Ik - - - - - - - _ W LL. c m y _ i \ _ SECTION B -B W
o
0. D. =THE MAXIMUM HORIZONTAL OUTSIDE DIAMETER DIMENSION. SPRINGLINE OF PIPE W z CTI- r - ¢ v _ LL 1L \ \
Z H = THE FILL HEIGHT MEASURED VERTICALLY AT ANY POINT SELECT BACKFILL MATERIAL CLASS III OR CLASS II, TYPE 1 1T } a 1'G" 6" 2'-D" 6" II ry�" LL 4" 2'-G1�" \ \ / / \ MINIMUM WEIGHTS - LBS.
O ® ABOVE AND BELOW SPRINGLINE. 3 T 6'r 3' D" 6rr �3W
y2 �` rr .yR - '`II2r-91�niZ FRAME - 180
O ALONG THE PIPE FROM THE TOPOF THE PIPE TO THE TOP 1�r' I �"4 �"4 1"Y ,
OF THE EMBANKMENT AT THAT POINT. ® ,'L 'j ',r'
O APPROVED SUITABLE LOCAL MATERIAL. � � COVER - 120
O TAKE CARE TO FULLY COMPACT HAUNCH ZONE OF PIPE BACKFILL. ,rG,rr=rrr_rr UNDISTURBED EARTH MATERIAL SECTION - KK r� 16" rr SECTION A -A I I TOTAL - 300
2'-111" 4` \
FLOOSELY PLACED SELECT MATERIAL CLASS III OR CLASS II, TYPE 1
FOR PIPE BEDDING. LEAVE SECTION DIRECTLY BENEATH PIPE SELECT MATERIAL CLASS V OR VI FOR FOUNDATION CONDITIONING. ENCAPSULATE !SHEET 1 OF 2 R SHEET 1 OF 2
X SHEET 1 OF 3 UNCOMPACTED AS PIPE SEATING AND BACKFILL WILL WITH ENGINEERING FABRIC AS DIRECTED BY THE ENGINEER. SHEET 1 OF,3 HOOD ELEVATION SECTION - RR SHEET 1 OF 1 _ i SHEET 1 OF 1
300.01 ACCOMPLISH COMPACTION. 3OO.01 840.03 840.03 840.54 840.54
TYPE #2
o Project number: x17010 Sheet:
N
Date: 07.26.2017
Drawn by: MRB C9.20
0 4 CATCH BASIN FRAME AND GRATE
NTS JUNCTION BOX FRAME AND COVER NTS Approved by: DRB
PIPE INSTALLATION NTS PLAN PLAN
601-
c�
PLAN

INV 606.8
E
N
ti
0
N
0
0
0
0
r`
X
0
N
F-
U
uJ
J
0
ry
Soil Mdeia Mix
85-88% Sand
8-12% Fines
3-5% organic matte
(percent by volume)
Target Infiltration rate - 1.50 in/hr
Soil Chemistry
P -index between 10 and 30
Cation exchange capacity - 10
c� \n/11' 1r -R
a
Of
a
m
co
J
U
Y
U_
� I �_ III-
�
EMERGENCY SPILLWAY DETAIL
PLAN
BIORETENTION AREA #2 CUT SECTION NTS
SECTION
PVC ROOF DRAIN @ 1.00 % MIN SLOPE
SEE SHEET C5.00 FOR SIZE AND LOCATION
TOP OF EMERGENCY SPILLWAY
TOP OF BERM
SEE SHEET C5.00 FOR ELEVATION
HEET C5.00 FOR ELEVATION
NON -WOVEN FILTER FABRIC
G
NTS
TRASH G RAT E
SECTION
NTS
PVC DRAINAGE
GRATE AS CAP
TO CONCRETE PAD
4" THICK, 3,000 PSI
FINISHED GRADE
AREA DRAIN DETAIL AT ROOF DRAIN JUNCTION
PLAN
EMERGENCY
SPILLWAY
INV: 613.00'
,,. V ,
30" RCP
At 1n11nr nrnne
30" RCP OUTLET PIPE
INV: 608.50
DIRECTION OF FLOW
-
`= ,
NTS y
30 � 15"
INITIAL ANCHOR TRENCH (CHANNELS)
INTERMITTENT CHECK SLOT (CHANNELS)
LONGITUDINAL ANCHOR TRENCH (CHANNELS) _
2-3 INCHES
TERMINAL ANCHOR TRENCH (SLOPES AND CHANNELS)
ANCHOR PATTERN GUIDE
2 ANCHORS PER SQUARE YARD
SEE STABILIZATION MAT INSTALLATION SEQUENCE
SITE PREPARATION:
1. GRADE AND COMPACT AREA OF INSTALLATION.
2. PREPARE SEEDBED BY LOOSENING 2-3" OF TOPSOIL ABOVE FINAL GRADE.
3. INCORPORATE AMENDMENTS SUCH AS LIME AND FERTILIZER INTO SOIL IF NEEDED OR RECOMMENDED.
4. REMOVE ALL ROCKS, CLODS, VEGETATION OR OTHER OBSTRUCTIONS SO THAT THE INSTALLED
STABILIZATION MAT WILL HAVE DIRECT CONTACT WITH THE SOIL SURFACE.
5. DO NOT MULCH AREAS WHERE STABILIZATION MAT IS TO BE PLACED.
STABILIZATION MAT PLACEMENT: CHANNELS
1. EXCAVATE AN INITIAL ANCHOR TRENCH 12" DEEP AND 6" WIDE ACROSS THE CHANNEL AT THE LOWER
END OF THE PROJECT AREA.
2. EXCAVATE INTERMITTENT CHECK SLOTS 6" DEEP AND 6" WIDE ACROSS THE CHANNEL AT 30'
INTERVALS ALONG THE CHANNEL.
3. CUT LONGITUDINAL CHANNEL ANCHOR SLOTS 4" DEEP AND 4" WIDE ALONG BOTH SIDES OF THE
INSTALLATION TO BURY THE EDGES OF THE MAT. WHENEVER POSSIBLE, EXTEND MAT 2-3' ABOVE
CREST OF CHANNEL SIDE SLOPES.
4. BEGINNING AT THE CENTER OF DOWNSTREAM END OF THE CHANNEL, PLACE THE END OF THE FIRST
ROLL IN THE ANCHOR TRENCH AND SECURE WITH FASTENING DEVICES AT 1' INTERVALS.
5. IN SAME MANNER, POSITION ADJACENT ROLLS IN ANCHOR ROLLS IN ANCHOR TRENCH, OVERLAPPING
THE PRECEDING ROLL A MINIMUM OF 3'.
6. SECURE AT 1' INTERVALS, BACKFILL AND COMPACT SOIL
7. UNROLL ADJACENT ROLLS UPSTREAM IN ORDER TO MAINTAIN 3' OVERLAP AND ANCHORING AT 18'
INTERVALS.
8. FOLD AND SECURE ALL STABILIZATION MAT ROLLS SNUGLY INTO INTERMITTENT CHECK SLOTS. LAY
MATIN THE BOTTOM AND FOLD BACK AGAINST ITSELF. ANCHOR THROUGH BOTH LAYERS OF MAT AT
1' INTERVALS THEN BACKFILL AND COMPACT SOIL. CONTINUE ROLLING MAT UPSTREAM OVER THE
COMPACTED SLOT TO THE NEXT CHECK SLOT OR TERMINAL ANCHOR TRENCH.
9. OVERLAP ROLL ENDS A MINIMUM OF 1' WITH UPSTREAM MAT ON TOP. BEGIN ALL NEW ROLLS IN A
CHECK SLOT. ANCHOR OVERLAPPED AREA BY PLACING TWO ROWS OF ANCHORS, 1' APART ON 1'
INTERVALS.
10. PLACE OUTER EDGE OF MAT IN PREVIOUSLY EXCAVATED LONGITUDINAL SLOTS, ANCHOR USING
PRESCRIBED PATTERN, BACKFILL AND COMPACT SOIL.
11. ANCHOR, BACKFILL AND COMPACT UPSTREAM END OF STABILIZATION MAT IN A 12" X 6" TERMINAL
TRENCH.
12. SECURE MAT TO GROUND SURFACE USING U -SHAPED STAPLES (PREFERRED) OR GEOTEXTILE PINS.
13. REFER TO SUPPLIED ANCHOR PATTERN FOR APPROPRIATE NUMBER AND PATTERN OF ANCHORS
14. WHEN USING A STABILIZATION MAT, ALWAYS SEED AFTER INSTALLING MAT, THEN FILL WITH SOIL.
EROSION CONTROL EMBANKMENT MATTING DETAIL NTS
SECTION
Soil Mdeia Mix
85-88% Sand
8-12% Fines
3-5% organic matte
(percent by volume)
Target Infiltration rate - 1.50 in/hr
Soil Chemistry
P -index between 10 and 30
Cation exchange capacity - 10
b" PERF. F'VU UNUERURAIN VVRAF'F'EU IN A GRAVEL JAUKE 1.
INV: 607.00
BIORETENTION AREA #1 CUT SECTION
PLAN
3" DOUBLE HAMMERED HARDWOOD MUL
#57 WASHED STONE WITH NON -WOVEN FILTER FABRIC
AROUND TOP. BOTTOM. AND SIDES
UNDISTURBED S(
UNDERDRAIN CLEANOUT -
SOLID PIPE (TYP).
CLEANOUT CAP TO BE 9"
ABOVE TOP OF MULCH
RIP RAP BERM
INV: 611.00
NTS
INVERT: 610.00
Tnnou l+nnTr ;EE DETAIL 8 THIS SHEET)
t PIPE
N
F
M
M
0
D
J w
a
z
¢0
�w
0 m
w
0
z
Z)
UNDERDRAIN-ELBOW
18.50
UP FROM BOTTOM
OF BOX TO INVERT OF PIPES
OUTLET CONTROL STRUCTURE FOR BIORETENTION AREA # 1
EXTEND
CLEANOUT CAP
4" ABOVE
GRADE
6" PERFORATED PVC
UNDERDRAIN @ 0.50 %
SLOPE
CONNECT
TO RISER
AS
SHOWN BARREL OF PIPE TO
REST ON
UNDISTURBED SOIL
UNDERDRAIN CLEANOUT DETAIL
PLAN
FINISHED GRADE
1.0' EXTENSION
WITH
PERMANENT
PLUG CAP
COMBINATION LONG
TURN PATTERN Y
AND 1/8" BEND
NTS
NTS
40
AA
STEWART
101 N. TRYON ST., SUITE 1400 FIRM LICENSE #: C-1051
CHARLOTTE, NC 28202 www.stewartinc.com
T 704.334.7925 PROJECT #: X17010.00
Client:
THALES ACADEMY
4641 PARAGON PARK RD.
RALEIGH, NC 27616
T: 919.270.5410
Project:
THALES
ACADEMY
8012 NEW TOWN RD.
WAXHAW, NC 28173
Vicinity map:
w MoNRo� F
W
a o /Koro
FN�,S SRO
a Rp
U
NEVJ TORN RD
PROJECT SITE
NORTH
Seal:
CAR p�'•.�.
o of ESS 0ti
%,SFS, FNc I NEE �v '
10.16.2017
Issued for: NCDEQ
No. Date Description
SCALE: N.T.S.
Title:
STORMWATER
DETAILS
Project number: x17010 Sheet:
Date: 07.26.2017
Drawn by: MRB
C9.21
Approved by: DRB

E
L
TRASH GRATE CONNECTION TO OUTLET CONTROL STRUCTURE NTS
NOTES:
1. CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF APRON
TO BE DESIGNED BY THE ENGINEER.
2. RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END
OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF
2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR
CULVERT HEIGHT,
3. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE
SURFACE OF THE RECEIVING CHANNEL. THE AREA TO BE PAVED OR RIPRAPPED
SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE
SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL. THE
APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END.
4. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM
WIDTH OF THE RECEIVING CHANNEL. MAXIMUM TAPER TO RECEIVING CHANNEL 5:1
5. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER.
6_ THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING
CHANNEL SHALL NOT BE ALLOWED.
7. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON
WILL BE PERMITTED.
B. FILTER FABRIC SHALL BE INSTALLED ON COMPACTED SUBGRADE PRIOR TO
PLACEMENT OF RIP RAP.
9. ANY DISTURBED AREA FROM END OF APRON TO RECIEVING CHANNEL
MUST BE STABILIZED.
USE USDA NOMOGRAPH FROM NC SEDIMENT AND EROSION CONTROL MANUAL
FOR DESIGN DATA.
W2
END OF FLARED SECTION
PLAN
OUTLET
Lo
W1
W2
"T H
#3, 7, 14
10'
11.25'
3.75'
10" 12"
#19
16'
17.25'
7.50'
13.5" 12"
* d50 (see fig 8.06 a&b "NC SEDIMENT AND EROSION CONTROL MANUAL"
dmdx= 1.5 x d50
T = 1.5 X dmdx.
T(min.)=10"
RIP RAP APRON SCHEDULE
NATURAL GRADE
ELEVATION
It
(IF NEEDED)
RIP RAP 1�1
7 I I r�
NOTE: \-LAYER OF FILTER FABRIC
MINIMUM H=2/3 PIPE DIAMETER
SECTION B -B
T (THICKNESS) -10" MIN.
NTS
MIN.
pw�w;j
STEWART
101 N. TRYON ST., SUITE 1400 FIRM LICENSE #: C-1051
CHARLOTTE, NC 28202 www.stewartinc.com
T 704.334.7925 PROJECT #: X17010.00
Client:
THALES ACADEMY
4641 PARAGON PARK RD.
RALEIGH, NC 27616
T: 919.270.5410
Project:
THALES
ACADEMY
8012 NEW TOWN RD.
WAXHAW, NC 28173
Vicinity map:
w MoNRo� F
W
a o /Koro
FN1 S SRO
a Rp
U
NEVJ TORN PO
PROJECT SITE
NORTH
Seal:
O� FESS/O't�/y'�
r-
10.16.2017
Issued for: NCDEQ
No. Date Description
SCALE: N.T.S.
Title:
STORMWATER
DETAILS
Project number: x17010 Sheet:
Date: 07.26.2017
Drawn by: MRB C9.22
Approved by: DRB

10
ROCK MULCH (TYP.)
(9) ROR
TRAV-NL-11 \ S38° 34'07"E 412.51' /
191,872 SF ERS I I
N'(9) ROR n ,isn zisn on E)n Don zion
WF o I
ROCK MULCH (TYP.) � I
RAISED TREE ISLAND 274 SF (TYP.) (12) ICH
/ / / / / / \_ ✓ / (24) IVN / (18) CAAQUS
�� WF 25 GOOSE \ /
1 ► ^�I
F3 WF
� I
6 \
\\2L — F23
r + }
+ o \ (5)
O -D \ \ \ \ +
_ 1 +
Sp
no
OD ° I SOD
_ SOD
0 0
x/ I �620� \ ° ° WF4 � I i I + \
(21) ICH
(3) ZER
(7) GBA; 50' O.C.
SURVEYED JURISDICTIONAL
TRIBUTARY; REFER TO NOTE
#16 BELOW
NEW TREELINE
(15) CAA
—PARKING AREA #1
x / 620- i— WF 22 ° I 6•00,\ \
0 _ — �—
/
WF D�� ' WF51 \ \ l` \ WF 211 \ moi-\� (3) CRP 78.00, /
x
I' x
/ x
I0,J
1- \ o �0
6 /
`� \ / .. • • / • \\\ \\_�..� `�\ \\\ ° ° °O °°tlooa°°°OOOOo"o°o°OO be 1 / /
F 07 (6) ICH
SEED
EIR
o
•. ° 32 FIN
(16) HYK
° ' ZONE 5 - FLOODPLAIN TERRACE
WF 8. ° ® ZONE 4 - RIPARIAN FRINGE \ \�\\ a a / W4, F U T U R �
\ \ 0 \
(20) ICH • / o � ' ..°• � \\� (27) PAV C
V (7) CAA ® ° _\ _ (3) AEP _\ \_ \ \_\ \ SYNTHETIC TURF - e (3) LIN c�° I ° l /
f / 1 _\\\ (24) HYKNG\�\\�� REFER TO SITE PLAN I (1) QUS
ROCK l
MULCH o x x x x x x (13) CAA \\\\ 85 PLN\\\\ \\\ ° ROCK /
( ) \\ \
/ 1- (TYP.) (4) ICH ® ° \\\ (29) AEP
J / / (5) CAA (3,456) ANG
I r (4) ARO
ROCK1
\\ \
MULCH\\ \\ \ (
HARDWOOD\
MULCH (BMP)Irk-
M
WF 35WF
W
LIMITS I � WF 36- � \\ _ \
ON \
TI c' � � / / I � Da \ \ \\ � � FLAGPOLE w/UPLIGHTING
vA s \
o TREE PRESERVATION s , oa
DETAIL 11, C9.01
(6) DIP
e2—i— ° 5 Pit 5024 SS 7C _ R v -N 7 (13) TPP
F12- �
(3) LIN
�/ 4L608
W (13) IGL
W 609 #38 (1) ARO
I — — /
I — �� \ \ (3) DIP
SS °
_ / o ROCK
16 / / / BZ MULCH
UJ
TIONAL z #33
SURVEYED JURISDICbob
W I WETLANDS; REFER TO NOTE \ \ #35 18LS / \ \ \ \
^ I #16 BELOW \\ \ roro (6,204 SF) ERS
JURISDICTIONAL TRIBUTARY;
REFER TO NOTE `
W I � `608
z \ #32 %/ \ — 607-
20(D
07 -20s #34
6019\/ #40 B—NL-N_6
\ 15' SETBACK � � � � \
24LS- #36 20LS
\— — x 00'
-_ #106 2 \ ^22LS / / 6os�
#s — 605 — N41 ° 37' 51 "W 662.35'
5 r /
G I �,o \ \ \ \ \ 24LS # � // 7• /
UNION COUNTY LANDSCAPE ORDINANCE REQUIREMENTS Thales Academy, Union County
PLANT SCHEDULE
Thales Academy, Union County
Symbol
Quantity
Botanical Name
Common Name
Specifications
Trees
Street Frontage Landcaping
PERSONNEL THAT ANY DISTURBANCE OF THE AREA WITHIN THE DRIP LINE
New Town Road
Property Frontage (LF) = 120
ARO
5
Acer rubrum 'October Glory'
'October Glory' Maple
Parking Area #1 (Large)
CRP
3
Crataegus phaenopyrum
Washington Hawthorn
4" cal., B&B, spacing as shown on plans
GBA
7
Ginkgo biloba Autumn Gold'
Ginkgo
4" cal., B&B, spacing as shown on plans
LIN
8
Lagerstromia indica x Acoma
Crape Myrtle (white flowers)
3-5 multi -stem, FG 10'
QUS
7
Quercus Shumardii
Shumard Oak
4" cal., B&B, spacing as shown on plans
ZER
3
Zelkova serrata
Zelkova
4" cal., B&B, spacing as shown on plans
DEVELOPMENT ORDINANCE MUST HAVE A 2 -INCH MINIMUM CALIPER SIZE
Required/Provided Shrubs
30 Required / 30 Provided (4 shrubs per 10 parking spaces)
THROUGH A ONE INCH SCREEN. IF ADDITIONAL SOIL IS REQUIRED FOR BACKFILL
Note
Shrubs & Ornamental Grasses
TREE PLANTING REQUIREMENTS OF THIS ARTICLE MUST HAVE A
EXISTING NATIVE SOIL. ADDITIONAL SOIL TO BE APPROVED BY LANDSCAPE
AEP
38
Aesculus pavia
Red Buckeye
5 gal., 8' o.c.
CAA
58
Callicarpa americana
American Beautyberry
3 gal., 5' o.c.
DIP
18
Distylium x 'PIIDIST-111'
Coppertone Distylium
3 gal., 4.5' o.c.
FIN
59
Forsythia x intermedia 'Gold Leaf'
Forsythia
3 gal., 4' o.c.
ICH
72
Ilex crenata Hetzii'
Japanese Holly
3 gal., 5' o.c.
IGL
26
Ilex glabra 'Shamrock'
Inkberry Holly (Compact)
3 gal., T o.c.
IVN
24
Ilex vomitoria 'Nana'
Yaupon Holly
3 gal., 5' o.c.
ROR
18
Rosa 'Radrazz'
Knock Out Rose
3 gal., T o.c.
ALLOWED WITHIN THE BOUNDARY OF THE PROTECTED AREA.
16. WETLANDS AND JURISDICTIONAL WATERS FIELD VERIFIED BY U.S.A.C.E. ON
MAY 25TH, 2017. FIELD SURVEYED ON JUNE 18, 2017.
8. PROPERTY OWNERS ARE RESPONSIBLE FOR ENSURING THAT ALL EXISTING
Groundcover
TREES SHOWN ON APPROVED PLANS AS BEING RETAINED TO MEET THE
17. REFER TO LANDSCAPE DETAILS AND SPECIFICATIONS FOR ADDITIONAL
REQUIREMENTS OF ARTICLE 55 UNION COUNTY DEVELOPMENT ORDINANCE
ANG
5,844
Androogon glomeratus
Bushy Beardgrass
2" dia. X 6" plug, 6" o.c.
ERS
26,077
Eragrostis spectabilis
Lovegrass
1 gal., 36" O.G.
HYK
103
Hypericum kalmianum
St. John's Wart
3 gal., 4.5' o.c.
PAV
49
Panicum virgatum
Switchgrass
1 gal., 3.5' o.c.
PLN
85
Phlox nivalis
Phlox
3" pot, 24" O.G.
TPP
26
Tradescantia pallida 'Purpurea'
IPurple Heart Plant
3" pot,. 18" O.G.
Turf & Mulch
SYNTHETIC
7,580 SF
n/a
Synthetic Turf - Refer to Site Plan Detail
n/a
SOD
22,215 SF
n/a
Sod - Sahara Bermudagrass
SEED
37,768 SF
Cynodon dactylon 'Sahara'
Turf Seed - Sahara Bermudagrass
Seed, over 2" topsoil, Forebay Only
ROCK MULCH
10,369 SF
n/a
Northeast River Jacks 3/4"
3/4", 3" depth, over filter fabric, Refer to Dtl #6/L2.00
BARK MULCH
8,018 SF
Double Hammered Hardwood Mulch
IMulch (Plants Within Sod Areas Only)
3" depth, clean, stormwater BMPs only
STRAW MULCF
26,077 SF
Long Leaf Pine Straw
Pine Straw Mulch
3" depth, clean, love grass areas only
Tree Removal & Replacement
DESTRUCTION, OR INJURY. BEFORE ANY EXCAVATION TAKES PLACE
Total DBH of Trees Removed (over 12 DBH) 1268
Total DBH of Replacement Trees (at least 125% of DBH removed) 1 1335 Required / 396 Provided
1. VERIFY ALL QUANTITIES AND REPORT ANY DISCREPANCIES OR
OF ALL SUCH TREES SUFFICIENT TO PUT ON NOTICE ALL CONSTRUCTION
Street Frontage Landcaping
PERSONNEL THAT ANY DISTURBANCE OF THE AREA WITHIN THE DRIP LINE
New Town Road
Property Frontage (LF) = 120
Exempt - Not in commercial or industrial district
ADMINISRTATOR.
2. LANDSCAPE WORK SHALL INCLUDE THE FURNISHING, INSTALLATION, AND
Perimeter Parking Lot Landscaping
Parking Area #1 (Large)
9• SOIL SHOULD BE TESTED AND AMENDED WITH LIME AND FERTILIZER FOR
Required/Provided Trees
1 per 50 linear feet
PIT WALLS. CONSULT LANDSCAPE ARCHITECT FOR ALTERNATE
Note:
A wall and landscaping are proposed between the parking area and the adjacent
residential property.
PLANTING. DAMAGES TO UTILITIES CAUSED BY THE LANDSCAPE
Parking Area #2 (Small)
10. 3 TYPES OF MULCH WILL BE UTILIZED FOR THIS PROJECT:
NO COST TO THE OWNER.
Required/Provided Trees
1 per 50 linear feet
- ROCK MULCH - 3" DEPTH; REFER TO DTL 612.00
Note:
Rain garden plantings serve as additional screening between parking area and road.
-- THE MULCH DEPTH SHOULD BE INSTALLED AS NOTED ABOVE, EXCEPT AT
Interior Parking Lot Landscaping
Parking Area #1 (Large)
74 Spaces
CONSISTS OF THOROUGHLY BROKEN UP NATIVE SOIL. TOTAL VOLUME OF
Required/Provided Trees
8 (1 tree per 10 parking spaces)
DEVELOPMENT ORDINANCE MUST HAVE A 2 -INCH MINIMUM CALIPER SIZE
Required/Provided Shrubs
30 Required / 30 Provided (4 shrubs per 10 parking spaces)
THROUGH A ONE INCH SCREEN. IF ADDITIONAL SOIL IS REQUIRED FOR BACKFILL
Note
This includes the landscape material located within the corners of the parking lot.
TREE PLANTING REQUIREMENTS OF THIS ARTICLE MUST HAVE A
EXISTING NATIVE SOIL. ADDITIONAL SOIL TO BE APPROVED BY LANDSCAPE
Parking Area #2 (Small)
ARCHITECT. MAXIMUM SAUCER HEIGHT IS 4 INCHES.
- CANOPY TREE SPECIES PLANTED TO SATISFY THE TREE PLANTING
Required Trees
1 Tree per 10 parking spaces
12. FOR B&B PLANTS, NATURAL FIBER BURLAP SHOULD BE TURNED DOWN BY
Provided Trees
4 Required / 27 Provided
PLANTING.
Note
IThis includes the landscape material located within the corners of the parking lot.
Buffers & Screening
PRIOR TO ANY DEMOLITION, LAND DISTURBANCE OR ISSUANCE OF A
Required Buffers 7TExempt
GRADING PERMIT AND SHALL INCLUDE WARNING SIGNS POSTED IN BOTH
NECESSARY SEE STAKING IN TREE DETAIL, ORANGE FLAGGING TAPE
ENGLISH AND SPANISH, AS FOLLOWS: "NO TRESPASSING/TREE PROTECTION
Parking Area #1 & Dumpster Screening (Large)
Required for Parking
Low Profile Screen per 55-090-B
Required for Dumpster
A wall is proposed around the dumpster enclosure with a front solid gate.
Provided
Continuous hedgerow in combination with proposed trees (50 per linear foot)
INVOLVING THE LOWERING OF EXISTING GRADE AROUND A TREE OR
14. USE STANDARD "GATOR" BAGS FOR WATERING TREES IN AREAS NOT
Parking Area #2 Screening (Small)
Required
I Low Profile Screen per 55-090-B
Provided
lContinuous hedgerow in combination with utilizing existing trees
IRRIGATION.
FENCING SHALL BE INSTALLED ON THE SIDE OF THE CUT FARTHEST AWAY
° ° I MULCH
(TYP.)
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(27) FIN I B I
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(20) PAV SURVEYED JURISDICTIONAL
' E ZONE 5 - FLOODPLAIN TERRACE DITCH; REFER TO NOTE #16
ZONE 4 - RIPARIAN FRINGE rnti BELOW
�a HARDWOOD IQ / J / I 'CO
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(4) PAV / I
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TREE PROTECTION FENCING; (1260) ANG
SEE DETAIL 7, L2.00
NEW TREELINE
LANDSCAPING NOTES:
DESTRUCTION, OR INJURY. BEFORE ANY EXCAVATION TAKES PLACE
ON THE SUBJECT SITE, A BARRIER MUST BE ERECTED AROUND DRIP LINE
1. VERIFY ALL QUANTITIES AND REPORT ANY DISCREPANCIES OR
OF ALL SUCH TREES SUFFICIENT TO PUT ON NOTICE ALL CONSTRUCTION
INACCURACIES IN THE PLANS TO THE OWNER'S REPRESENTATIVE PRIOR TO
PERSONNEL THAT ANY DISTURBANCE OF THE AREA WITHIN THE DRIP LINE
PLANTING.
OF SUCH TREES IS PROHIBITED, EXCEPT AS EXPRESSLY APPROVED BY THE
ADMINISRTATOR.
2. LANDSCAPE WORK SHALL INCLUDE THE FURNISHING, INSTALLATION, AND
WARRANTY OF ALL PLANTING MATERIALS WITHIN THE PROJECT AREA.
9• SOIL SHOULD BE TESTED AND AMENDED WITH LIME AND FERTILIZER FOR
HARDWOOD TREES ACCORDING TO NCDA PROCEDURES. SCARIFY PLANT
3. THE LANDSCAPE CONTRACTOR SHALL ASCERTAIN THE LOCATION OF ALL
PIT WALLS. CONSULT LANDSCAPE ARCHITECT FOR ALTERNATE
EXISTING AND NEW UNDERGROUND UTILITIES PRIOR TO EXCAVATION FOR
COMPLIANCE.
PLANTING. DAMAGES TO UTILITIES CAUSED BY THE LANDSCAPE
OPERATION SHALL BE CORRECTED BY THE LANDSCAPE CONTRACTOR AT
10. 3 TYPES OF MULCH WILL BE UTILIZED FOR THIS PROJECT:
NO COST TO THE OWNER.
- PINE STRAW MULCH - 3" DEPTH
- ROCK MULCH - 3" DEPTH; REFER TO DTL 612.00
4. LANDSCAPING SHALL REMAIN CLEAR FROM ANY FIRE HYDRANTS ON THE
- SHREDDED HARDWOOD MULCH - 3" DEPTH
-- THE MULCH DEPTH SHOULD BE INSTALLED AS NOTED ABOVE, EXCEPT AT
5. TREES
CROWN OF PLANT. FLARE AT CROWN SHOULD BE REVEALED. BACKFILL
- ORNAMENTAL AND UNDERSTORY TREE SPECIES PLANTED TO SATISFY
CONSISTS OF THOROUGHLY BROKEN UP NATIVE SOIL. TOTAL VOLUME OF
THE TREE PLANTING REQUIREMENTS OF ARTICLE 55 UNION COUNTY
BACKFILL SHOULD BE AMENDED WITH UP TO ONE THIRD PINE BARK MULCH.
DEVELOPMENT ORDINANCE MUST HAVE A 2 -INCH MINIMUM CALIPER SIZE
PIECES OF HARDWOOD MULCH SHOULD BE NO LARGER THAN WHAT PASSES
AND A MINIMUM HEIGHT OF 6 FEET AT THE TIME OF PLANTING.
THROUGH A ONE INCH SCREEN. IF ADDITIONAL SOIL IS REQUIRED FOR BACKFILL
- CONIFERS OR EVERGREEN TREE SPECIES PLANTED TO SATISFY THE
DUE TO DETRIMENTAL SUBSOIL DRAINAGE CONDITIONS, USE SOIL SIMILAR TO
TREE PLANTING REQUIREMENTS OF THIS ARTICLE MUST HAVE A
EXISTING NATIVE SOIL. ADDITIONAL SOIL TO BE APPROVED BY LANDSCAPE
MINIMUM HEIGHT OF 6 FEET AT THE TIME OF PLANTING.
ARCHITECT. MAXIMUM SAUCER HEIGHT IS 4 INCHES.
- CANOPY TREE SPECIES PLANTED TO SATISFY THE TREE PLANTING
REQUIREMENTS OF THIS ARTICLE MUST HAVE A 2.5 -INCH MINIMUM
12. FOR B&B PLANTS, NATURAL FIBER BURLAP SHOULD BE TURNED DOWN BY
CALIPER SIZE AND A MINIMUM HEIGHT OF 8 FEET AT THE TIME OF
1/3 TOTAL HEIGHT OF ROOT BALL. PLASTIC FIBER BURLAP AND WIRE
PLANTING.
BASKETS SHOULD BE REMOVED TO 2/3'S OF TOTAL HEIGHT OF ROOT BALL.
6. TREE PROTECTION NOTE: TREE PROTECTION FENCING MUST BE IN PLACE
13. CONTRACTOR IS RESPONSIBLE FOR KEEPING THE TREE UPRIGHT AND
PRIOR TO ANY DEMOLITION, LAND DISTURBANCE OR ISSUANCE OF A
PLUMB THROUGHOUT THE WARRANTY PERIOD. IF STABILIZATION IS
GRADING PERMIT AND SHALL INCLUDE WARNING SIGNS POSTED IN BOTH
NECESSARY SEE STAKING IN TREE DETAIL, ORANGE FLAGGING TAPE
ENGLISH AND SPANISH, AS FOLLOWS: "NO TRESPASSING/TREE PROTECTION
SHOULD BE ATTACHED TO SUPPORT WIRE. STAKING SHOULD BE REMOVED
AREA/PROHIBIDO ENTRAR / ZONA PROTECTORA PARA LOS ARBOLES."
BY CONTRACTOR AT END OF ONE YEAR WARRANTY PERIOD OR AS
DIRECTED BY GROUNDS MANAGEMENT.
7. PROTECTION OF EXISTING VEGETATION: AT THE START OF GRADING
INVOLVING THE LOWERING OF EXISTING GRADE AROUND A TREE OR
14. USE STANDARD "GATOR" BAGS FOR WATERING TREES IN AREAS NOT
STRIPPING OF TOPSOIL, A CLEAN, SHARP, VERTICAL CUT SHALL BE MADE
UNDER IRRIGATION. INCORPORATE TERRA -SORB (OR EQUAL) AS PER
AT THE EDGE OF THE TREE SAVE AREA AT THE SAME TIME AS OTHER
MANUFACTURERS RECOMMENDATIONS, FOR AREAS NOT UNDER
EROSION CONTROL MEASURES ARE INSTALLED. THE TREE PROTECTION
IRRIGATION.
FENCING SHALL BE INSTALLED ON THE SIDE OF THE CUT FARTHEST AWAY
FROM THE TREE TRUNK AND SHALL REMAIN IN PLACE UNTIL ALL
15. LANDSCAPING/C.O. STANDARDS NOTE: ALL LANDSCAPING MUST BE IN
CONSTRUCTION IN THE VICINITY OF THE TREES IS COMPLETE. NO STORAGE
PLACE PRIOR TO REQUEST FOR A CERTIFICATE OF COMPLIANCE.
OF MATERIALS, FILL, OR EQUIPMENT AND NO TRESPASSING SHALL BE
ALLOWED WITHIN THE BOUNDARY OF THE PROTECTED AREA.
16. WETLANDS AND JURISDICTIONAL WATERS FIELD VERIFIED BY U.S.A.C.E. ON
MAY 25TH, 2017. FIELD SURVEYED ON JUNE 18, 2017.
8. PROPERTY OWNERS ARE RESPONSIBLE FOR ENSURING THAT ALL EXISTING
TREES SHOWN ON APPROVED PLANS AS BEING RETAINED TO MEET THE
17. REFER TO LANDSCAPE DETAILS AND SPECIFICATIONS FOR ADDITIONAL
REQUIREMENTS OF ARTICLE 55 UNION COUNTY DEVELOPMENT ORDINANCE
INFORMATION.
ARE PROTECTED DURING THE CONSTRUCTION PROCESS FROM REMOVAL,
AA
STEWART
101 N. TRYON ST., SUITE 1400 FIRM LICENSE #: C-1051
CHARLOTTE, NC 28202 www.stewartinc.com
T 704.334.7925 PROJECT #: X17010.00
Client:
THALES ACADEMY
4641 PARAGON PARK RD.
RALEIGH, NC 27616
T: 919.270.5410
Project:
THALES
ACADEMY
8012 NEW TOWN RD.
WAXHAW, NC 28173
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10.16.2017
Issued for: NCDEQ
No. Date Description
0 10 20 40 NORTH
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Title:
LANDSCAPE PLAN
Project number: x17010 Sheet:
Date: 07.26.2017
Drawn by: MRB RB Ll ■ 0 0
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STEWART
101 N. TRYON ST., SUITE 1400 FIRM LICENSE #: C-1051
CHARLOTTE, NC 28202 www.stewartinc.com
T 704.334.7925 PROJECT #: X17010.00
Client:
THALES ACADEMY
4641 PARAGON PARK RD.
RALEIGH, NC 27616
T: 919.270.5410
Project:
THALES
ACADEMY
8012 NEW TOWN RD.
WAXHAW, NC 28173
Vicinity map:
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NEVJ TORN" N
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NORTH
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10.16.2017
Issued for: NCDEQ
No. Date Description
0 10 20 40 NORTH
SCALE: 1 "=20'
Title:
LANDSCAPE PLAN
Project number: x17010 Sheet:
Date: 07.26.2017
Drawn by: MRB Ll . � 1
Approved by: DRB

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TREE MITIGATION LEGEND
TREE TO BE REMOVED
OTREES TO BE
PRESERVED
AS MITIGATION
NOTES;
1. EXISTING TREES UTILIZED AS MITIGATION TREES ARE
TO BE IN A DESIGNATED TREE PRESERVATION AREA
WITHIN THE BUILDABLE AREA. THE MITIGATION AREA
WITH A CONSERVATION EASEMENT.
TREE INVENTORY
# SIZE (CAL. INCH) SPECIES REMARKS # SIZE (CAL. INCH) SPECIES REMARKS # SIZE (CAL. INCH) SPECIES REMARKS
1 18 SWEET GUM (LS) 36 24 SWEET GUM (LS) 71 14 SWEET GUM (LS)
2 18 SWEET GUM (LS) 37 20 SWEET GUM (LS) 72 18 OAK (QR)
3 9 OAK (QR) 38 24 SWEET GUM (LS) 73 16 OAK (QR)
4 12 CEDAR (JV) DAMAGED 39 24 SWEET GUM (LS) 74 12 ELM
5 14 CEDAR (JV) 40 20 SWEET GUM (LS) 75 15 SYCAMORE
6 18 OAK (QR) 76 16 SYCAMORE
41 40 AMERICAN BEECH (FG)
7 14 WHITE OAK (QA) 77 12 HACKBERRY
8 22 SWEET GUM (LS) 42 20 TULIP POPLAR (LT) 78 14 SWEET GUM (LS)
9 20 SWEET GUM (LS) 43 Z0 AMERICAN BEECH (FG) 79 24 CL
10 24 OAK (QR) 44 20 TULIP POPLAR (LT) SO 14 PINE (PT)
11 24 SWEET GUM (LS) 45 12 BEECH 81 14 PINE (PT)
12 12 PINE (PT) 46 12 PINE (PT) 82 12 OAK (QR)
13 20 OAK (QR) 47 12 MAPLE (AR) 83 14 SWEET GUM (LS)
14 14 PINE (PT) 48 12 OAK (QR) 84 14 PINE (PT)
15 12 OAK (QR) 49 18 PINE (PT) 85 14 OAK {QR}
16 18 SWEET GUM (LS) 50 12 OAK (QR) 86 12 OAK (QR)
17 28 OAK (QR) 51 12 MAPLE (AR) 87 16 PINE (PT)
18 20 SWEET GUM (LS) 52 12 OAI<(QR) 88 14 PINE(PT)
19 18 CEDAR (JV) 53 20 MAPLE (AR) 89 14 PINE (PT)
20 10 CEDAR (JV) 54 18 TULIP POPLAR (LT) 90 14 OAK {QR}
21 10 CEDAR (JV) 55 18 TULIP POPLAR (LT) 91 12 MAPLE (AR)
22 24 OAK (QR)
56 24 OA I< (QR) 92 12 OAK (QR)
23 18 OAK (QR)
57 28 OAI<(QR) 93 14 PINE (PT)
24 18 SWEET GUM (LS) 58 6 LI 94 14 MAPLE (AR)
25 20 TULIP POPLAR (LT) 59 6 LI 95 18 OAK {QR} DAMAGEDTRUNK
26 12 BEECH 60 6 LI 96 14 OAK (QR)
27 18 OAK (QR) 61 8 LI 97 14 DOUBLE OAK
28 18 MULTI -STEM CEDAR INJUREDTRUNK, LEANING 62 8 LI 98 10 CYPRESS
29 12 CEDAR (JV) 63 8 LI 99 8 LI
30 12 PINE (PT) 64 8 LI 100 12 OAK (QR)
31 14 PINE (PT)
65 18 OAK (QR) 101 12 ELM
32 24 SWEET GUM (LS)
66 18 OAK (QR) 102 14 SWEET GUM (LS)
33 20 TREE
67 12 OAI< (QR) 103 12 PINE (PT)
34 20 SWEET GUM (LS)
68 12 OAK (QR) 104 28 OAK {QR}
69 12 OAI< (QR) 105 18 SWEET GUM
TREES OUTSIDE OF BUILDABLE AREA TO BE REMOVED
REMOVED
# SIZE (CAL. INCH) SPECIES REMARKS
16 18 SWEET GUM (LS)
17 28 OAK (QR)
18 20 SWEET GUM (LS)
19 18 CEDAR (JV)
20 10 CEDAR (JV)
21 10 CEDAR (JV)
22 24 OAK (QR)
23 18 OAK (QR)
24 18 SWEET GUM (LS)
25 20 TULIP POPLAR (LT)
26 10 OAK (QR)
27 18 OAK (QR)
28 18 MULTI -STEM CEDAR INJURED TRUNK, LEANING
29 12 CEDAR (JV)
30 12 PINE (PT)
31 14 PINE (PT)
396
268
CUMULATIVE DBH CALIPER INCHES REMOVED
TREE MITIGATION REQUIREMENT:
125% X 268=335 CALIPER INCHES REQUIRED TO BE MITIGATED
PROPOSED MITIGRATION TREES
35
18
SWEET GUM (LS)
(LS)
70
30
OAK (QR)
106 24 OAK {QR}
TREES OUTSIDE OF BUILDABLE AREA TO BE REMOVED
REMOVED
# SIZE (CAL. INCH) SPECIES REMARKS
16 18 SWEET GUM (LS)
17 28 OAK (QR)
18 20 SWEET GUM (LS)
19 18 CEDAR (JV)
20 10 CEDAR (JV)
21 10 CEDAR (JV)
22 24 OAK (QR)
23 18 OAK (QR)
24 18 SWEET GUM (LS)
25 20 TULIP POPLAR (LT)
26 10 OAK (QR)
27 18 OAK (QR)
28 18 MULTI -STEM CEDAR INJURED TRUNK, LEANING
29 12 CEDAR (JV)
30 12 PINE (PT)
31 14 PINE (PT)
MITIGATION REQUIREMENTS WILL BE METWITH EXISTING, PRESERVED TREES
LOCATED WITHIN THE BUILDABLE AREA. 335 CALIPER INCHES AREA, REQUIRED
FOR MITIGATION. 396 CALIPER INCHES ARE PROVIDED.
0
m
m
m
m
m
MITIGATION TREES
(TREES > 12" DBH LOCATED INSIDE OF BUILDABLE
AREA)
TREES WITHIN BUILDABLE AREA: PRESERVED
SIZE (CAL. INCH) SPECIES REMARKS
24 SWEET GUM (LS)
20 TREE
20 SWEET GUM (LS)
18 SWEET GUM (LS)
24 SWEET GUM (LS)
20 SWEET GUM (LS)
24 SWEET GUM (LS)
24 SWEET GUM (LS)
20 SWEET GUM (LS)
40 AMERICAN BEECH (FG)
20 TULIP POPLAR (LT)
20 AMERICAN BEECH (FG)
20 TULIP POPLAR (LT)
12 BEECH
12 PINE(PT)
12 MAPLE (AR)
12 OAK (QR)
18 PINE (PT)
12 OAK (QR)
12 MAPLE (AR)
STEWART
12 OAK (QR)
101 N. TRYON ST., SUITE 1400 FIRM LICENSE #: C-1051
CHARLOTTE, NC 28202 www.stewartinc.com
T 704.334.7925 PROJECT #: X17010.00
Client:
TRACES ACADEMY
4641 PARAGON PARK RD.
RALEIGH, INC 27616
T: 919.270.5410
Project:
TRACES
ACADEMY
8012 NEW TOWN RD.
WAXHAW, NC 28173
Vicinity map:
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0
0 �oro
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4 RQ
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Seal:
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I is
10.16.2017
Issued for: NCDEQ
No. Date Description
0 15 30 60 NORTH
SCALE: 1 "=30'
Title:
TREE INVENTORY
AND
MITIGATION PLAN
Project number: x17010 Sheet:
Date: 07.26.2017
Drawn by: MRB
L1.02
396
268
CUMULATIVE DBH CALIPER INCHES REMOVED
TREE MITIGATION REQUIREMENT:
125% X 268=335 CALIPER INCHES REQUIRED TO BE MITIGATED
PROPOSED MITIGRATION TREES
MITIGATION REQUIREMENTS WILL BE METWITH EXISTING, PRESERVED TREES
LOCATED WITHIN THE BUILDABLE AREA. 335 CALIPER INCHES AREA, REQUIRED
FOR MITIGATION. 396 CALIPER INCHES ARE PROVIDED.
0
m
m
m
m
m
MITIGATION TREES
(TREES > 12" DBH LOCATED INSIDE OF BUILDABLE
AREA)
TREES WITHIN BUILDABLE AREA: PRESERVED
SIZE (CAL. INCH) SPECIES REMARKS
24 SWEET GUM (LS)
20 TREE
20 SWEET GUM (LS)
18 SWEET GUM (LS)
24 SWEET GUM (LS)
20 SWEET GUM (LS)
24 SWEET GUM (LS)
24 SWEET GUM (LS)
20 SWEET GUM (LS)
40 AMERICAN BEECH (FG)
20 TULIP POPLAR (LT)
20 AMERICAN BEECH (FG)
20 TULIP POPLAR (LT)
12 BEECH
12 PINE(PT)
12 MAPLE (AR)
12 OAK (QR)
18 PINE (PT)
12 OAK (QR)
12 MAPLE (AR)
STEWART
12 OAK (QR)
101 N. TRYON ST., SUITE 1400 FIRM LICENSE #: C-1051
CHARLOTTE, NC 28202 www.stewartinc.com
T 704.334.7925 PROJECT #: X17010.00
Client:
TRACES ACADEMY
4641 PARAGON PARK RD.
RALEIGH, INC 27616
T: 919.270.5410
Project:
TRACES
ACADEMY
8012 NEW TOWN RD.
WAXHAW, NC 28173
Vicinity map:
MONRoFw
Zo
F
0
0 �oro
�Rq
�NN�s
4 RQ
Ro
S � ANN
NES
h
PROJECT SITE
NORTH
Seal:
\N CARO"*..
�PNDSCgA••.�Ai�i
•�`Ism
�9 �' LO •
i �
I is
10.16.2017
Issued for: NCDEQ
No. Date Description
0 15 30 60 NORTH
SCALE: 1 "=30'
Title:
TREE INVENTORY
AND
MITIGATION PLAN
Project number: x17010 Sheet:
Date: 07.26.2017
Drawn by: MRB
L1.02
396
CUMULATIVE DBH CALIPER INCHES PRESERVED
Approved by: DRB

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STEWART
101 N. TRYON ST., SUITE 1400 FIRM LICENSE #: C-1051
CHARLOTTE, NC 28202 www.stewartinc.com
T 704.334.7925 PROJECT #: X17010.00
Client:
THALES ACADEMY
4641 PARAGON PARK RD.
RALEIGH, NC 27616
T: 919.270.5410
Project:
THALES
ACADEMY
8012 NEW TOWN RD.
WAXHAW, NC 28173
Vicinity map:
20 M0NR0� F
w
a o /Koro
FN s SRO
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U
NEVJ TORN RD N
PROJECT SITE
NORTH
Seal:
�1` • R0�
�pNDSC4A. •%��
=11k .W 1 '3 �� 2 6i
10.16.2017
Issued for: NCDEQ
No. Date Description
Title:
LANDSCAPE
DETAILS
Project number: x17010 Sheet:
Date: 07.26.2017
Drawn by: MRB L2.00
Approved by: DRB
a shade trees er So feet
.A
ti.
3" RIVER JACKS
f
(3/4")
6" SLIP KNOT WITH STOP KNOT,
,-
6" LARGER THAN TRUNK DIAMETER
N
lopFINISHED GRADE
3/4" NYLON STRAP
%� �• . � � � � ,. �'
T
ROOT CROWN TO BE 2" ABOVE GRADE
BUTTRESS ROOTS
_ "• ; �_,, �;
I
• •, • • . ® MARIFI 140N SOIL
I I
WITH FINISH GRADE.
.'•
—_ SEPERATOR FABRIC
KEEP MULCH 1"-2" AWAY FROM TRUNK
"•t -
• ' � •
REMOVE TYPICAL EXCESS SOIL FROM
�,:, t r.« Y
•
•
GROWER OVER ROOT SYSTEM, UPTO 1"
MULCH; 3" MIN., 4" MAX. DEPTH.
' .., • •
+:i.
t {
• •
I • • • • PLANTING MIX;
•
DEPTH. REJECT PLANTS WITH MORE
Sf
AS REQUIRED.
THAN 3" EXCESS SOIL.
WATER BERM; 4" MAX HEIGHT. INSTALL
r
I
OUTSIDE OF PLANT MIX BACKFILL
-v !"
1"x 2"x18" WOOD STAKE, WITH
—
3/8" HOLE CENTERED. DRIVE �\
STAKE IN LINE WITH STRAP II1==
i11=1
III-III-_
' II
FINISH GRADE
—
— — — — — — — — — UNDISTURBED
•. 111111
IIIIIIIIII II_
III
'
I SUBGRADE-
_
REMOVE TOP 1/3 BURLAP AND ANY 1= 11=11 - I I,_
NOTE:
NAILS, PINS, ETC. =III 1=111-= ' -111=111 it
-__= III- =III=1 -I
NATIVE SOIL. INSTALL IN 8" LIFTS,
-
1-111- "' 1=111-
WATER BETWEEN LIFTS.
- TOP OF RIVER JACKS TO BE FLUSH AND LEVEL w/ ADJACENT FINISHED GRADE.
- �
REMOVE TOP 2/3 OF WIRE BASKET -I '- I_ -til=III-
- ROCK MULCH NOT TO BE PLACED WITHIN ANY STORM WATER BMP'S.
-" UNDISTURBED SOIL
RAISE PIT BOTTOM AS NEEDED TO
ENSURE BUTTRESS ROOTS ARE AT TOP OF PLANTING HOLE SHALL BE
Q) -
CORRECT HEIGHT. FIRM SOIL UNDER THREE TIMES THE ROOT -BALL
m
ROOTBALL. DIAMETER
NOTE:
- REFER TO PLANT SCHEDULE ON LANDSCAPE PLAN, SHEET L1.00 FOR MULCH
TYPE.
NOT USED
NTS
LOW PROFILE SCREEN UNION COUNTY
UDO 55.0906
ROCK MULCH 1" = 1'-0"
EVERGREEN TREE INSTALLATION
NTS
6
3
12
90
SECTION
PLAN
ELEVATION
SECTION
TY. STAGERED ROWS
EDGE OF PLANTIG BED
EQUAL SPACING BETWEEN ALL PLANTS
TYPICAL PLANTING BED PLAN
GROUNDCOVER (REFER TO LANDSCAPE PLAN)
SPACING VARIES SEE PLANT LIST
SETBACK FOR 48" - 60" O.C.
+ Y+_,Y+_\
( C 1
� / `_/ `/ —a*-- PROVIDE MIN. 18" SPACING
SETBACK FOR 36" O.C. M Z BETWEEN DIFFERENT
SLIP O
�Ej
3/4" NYLON S AP
FINISH GRADE
v
X. PLANT TYPES.
SETBACK FOR 24" O.C. + + +
ROOT CROWN
"ADEBOVE
LARGER THAN
HAN TRUNK DIAMETER
F NOISH GBE
GRADE WITHNOTE:
BUTTRESS ROOTS
U_
ALL SHRUBS AND GROUNDCOVER
REMOVE TYPICAL EXCESS SOIL FROM
SETBACK FOR 6" O.C. MASSES TO USE TRIANGULAR
GROWER OVER ROOT SYSTEM, UPTO 1"
+ + + + + SPACING EXCEPT WHERE NOTED
DEPTH. REJECT PLANTS WITH MORE
THAN 3" EXCESS SOIL.
KEEP MULCH 1"-2" AWAY FROM TRUNK
g
REFER TO PLANT LIST FOR
MULCH; 3" MIN., 4" MAX. DEPTH.
€
"t 00- N INDIVIDUAL PLANT SPACING
N
1"x 2"x18" WOOD STAKE, WITH
WATER BERM; 4" MAX HEIGHT. INSTALL
3/8" HOLE CENTERED. DRIVE
OUTSIDE OF PLANT MIX BACKFILL
( (
CURB / EDGE OF PAVEMENT / BEDLINE
STAKE IN LINE WITH STRAP
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�
I I I II - _: •. •' I- � 1
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- FINISH GRADE
II
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_
-
II II-
•' •I�I�
I
—
-
ISI-�, I�-
REMOVE TOP 1/3 BURLAP AND ANY
NAILS, PINS, ETC. T- -
- -I I �..11=
NATIVE SOIL. INSTALL IN 8" LIFTS,
-I 1=1 1=III_ =111=111- -
WATER BETWEEN LIFTS.
REMOVE TOP 2/3 OF WIRE BASKET =1 I-III=1 I- " - 1 EM11-� 1-
IiI
UNDISTURBED SOIL
PREPARED PLANT BED 8" MIN. DEPTH
SUBGRADE
RAISE PIT BOTTOM AS NEEDED TO
ENSURE BUTTRESS ROOTS ARE AT TOP OF PLANTING HOLE SHALL BE
CORRECT HEIGHT. FIRM SOIL UNDER THREE TIMES THE ROOT -BALL
ROOTBALL. DIAMETER
NOTE:
- REFER TO PLANT SCHEDULE ON LANDSCAPE PLAN, SHEET L1.00
FOR MULCH
TYPE.
NOT USED
NTS
GROUND COVER
NTS
SHRUB SPACING NTS
MULTI -STEM TREE INSTALLATION
NTS
5
2
11
8
SECTION
PLAN
PLAN
PLAN
B
0 0 0 0 TYPICAL
STAGGERED
0 ROWS
0 0
PROTECTIONROOT
ZONE S TO BE ATEDGE
NOTES:
EQUAL SPACING BETWEEN ALL PLANTS OF PLANTING BED
DRIPLINE OF TREE
CANOPY, 1. REMOVE ALL BARRIERS UPON COMPLETION OF PROJECT.
NOTED AS ON -CENTER (O.C.) PLANTING
DIMENSION IN THE PLANT SCHEDULE
2. LANDSCAPING PLANS SHALL SHOW THE LOCATIONS
OF ALL TREE PROTECTION FENCES.
TYPICAL PLANTING BED LAYOUT
TOP OF ROOTBALL TO BE 2"
B � �
_//J 1
6" SLIP KNOT WITH STOP KNOT,
6" LARGER THAN TRUNK DIAMETER
ABOVE FINISH GRADE
3/4" NYLON STRAP
ROOT CROWN TO BE 2" ABOVE
BUTTRESS ROOTS
FAjum 55-2.: iJ7tefiOrPar i7gLoC Lrrre-tsc1g �Typrcdi
KEEP MULCH 1"-2" AWAY FROM TRUNK
GRADE WITH FINISH GRADE.
KEEP MULCH 1"-2" AWAY FROM TRUNK
REMOVE TYPICAL EXCESS SOIL FROM
MULCH; 3" MIN., 4" MAX. DEPTH.
GROWER OVER ROOT SYSTEM, UPTO 1"
MULCH; 3" MIN., 4" MAX. DEPTH.
DEPTH. REJECT PLANTS WITH MORE
r
CUT ROOTS AS NECESSARY IN
THAN 3" EXCESS SOIL.
WATER BERM; 4" MAX HEIGHT. INSTALL
t
CONTAINERIZED PLANTS THAT ARE POT
2.. BOUND. REJECT PLANTS THAT ARE
1"x 2"x18" WOOD STAKE, WITH
OUTSIDE OF PLANT MIX BACKFILL
ROOT BOUND
3/8" HOLE CENTERED. DRIVE
FIN.
_ ; ; : •
STAKE IN LINE WITH STRAP
r
GRADE
-I •• I � 1=1 � I
=111=1 =1 1=11
FINISH GRADE
_III
V' TRENCH AROUND ENTIRE PLANT BED
'
:: �
- �qf, .
10"
-1 I I=1 I II . • • III -1 I I=1
I I I. III
=
PLAN VIEW OF ROOT ZONE-
: •: .•. FI 511 - PLANTING MIX (SEE SPECS.). INSTALL IN
8" LIFTS, WATER BETWEEN LIFTS.
1=1 1=1 1=1 1=1 =1 I 1
REMOVE TOP 1/3 BURLAP AND ANY
NAILS, PINS, ETC. =11 - •I 1=1 - l I I
NATIVE SOIL. INSTALL IN 8" LIFTS,
.. .. =1 --1-
- --_I I 1=111-
WATER BETWEEN LIFTS.
--------------- III-II1-
1=1 UNDISTURBED SOIL
=III -III o -III=III=III=
REMOVE TOP 2/3 OF WIRE BASKET -,-,
I I_I I I -I 11-111-111-I � 1-1 � 1-1 � 1-1 � 1-1 � 1-1 � 1-1 � 1-111-111-11 �-111-111-111-111-111-I I -I 11-- =III-
UNDISTURBED SOIL
ROOT PROTECTION
-1- I I -I i I -III -I 11-f 1 I=1 I-- 111=1 =1 1=1 =_ 1-I I
"
RAISE PIT BOTTOM AS NEEDED TO
ZONE IS TO BE AT
w
Z
-III-III-III- TAMP SOIL MIX UNDER PLANT BALL TO
ENSURE BUTTRESS ROOTS ARE AT TOP OF PLANTING HOLE SHALL BE
DRIPLINE OF TREE
J
6" MIN. MINIMIZE SETTLEMENT
CORRECT HEIGHT. FIRM SOIL UNDER THREE TIMES THE ROOT -BALL
FOR PRUNING SEE CANOPY,
0-
ROOTBALL. DIAMETER
INTERNATIONAL SOCIETY 6' MINIMUM WIDTH
OF ARBORICULTURE SPECS. FOR 2" CAL. TREES
o
�OR SMALLER_
y
NOTE:
NOTE:
DEAD TREES AND SCRUB OR UNDER:i
- REFER TO PLANT SCHEDULE ON LANDSCAPE PLAN, SHEET L1.00 FOR MULCH
- REFER TO PLANT SCHEDULE ON LANDSCAPE PLAN, SHEET L1.00
FOR MULCH
GROWTH SHALL BE CUT FLUSH WITH-
TYPE.
TYPE.
TREE LIMB ADJACENT GRADE. NO GRUBBING--
-
REMOVAL ALLOWED UNDER DRIP LINE.
2"x4" STANDARDS + 1 "x4" RAILS — --
OR ORANGE SAFETY FENCING
MAY BE USED.
TREE PROTECTION FENCING
I I -I I I-
NTS
SRUB INSTALLATION NTS
SINGLE STEM TREE INSTALLATION
NTS
PARKING LOT LANDSCAPING NTS
A
1
10
7
SECTION
PLAN
PLAN
,,,7JSECTION
11
AA
STEWART
101 N. TRYON ST., SUITE 1400 FIRM LICENSE #: C-1051
CHARLOTTE, NC 28202 www.stewartinc.com
T 704.334.7925 PROJECT #: X17010.00
Client:
THALES ACADEMY
4641 PARAGON PARK RD.
RALEIGH, NC 27616
T: 919.270.5410
Project:
THALES
ACADEMY
8012 NEW TOWN RD.
WAXHAW, NC 28173
Vicinity map:
20 M0NR0� F
w
a o /Koro
FN s SRO
a Rp
U
NEVJ TORN RD N
PROJECT SITE
NORTH
Seal:
�1` • R0�
�pNDSC4A. •%��
=11k .W 1 '3 �� 2 6i
10.16.2017
Issued for: NCDEQ
No. Date Description
Title:
LANDSCAPE
DETAILS
Project number: x17010 Sheet:
Date: 07.26.2017
Drawn by: MRB L2.00
Approved by: DRB