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DEVELOPER:
SEALAND CONTRACTORS CORP.
VINCENT DIPROSPERO
704-522-1102
VJD@SEALAN DCONTRACTORS.COM
1708 N CALDWELL STREET
CHARLOTTE, NC 28206
DESIGN ENGINEER:
FRANK CANTRELL, PE
704-927-9700
FRAN K.CANTRELL@CARDNO. COM
9800 SOUTHERN PINE BOULEVARD
SUITE I
CHARLOTTE, NC 28273
NOTE:
CONSTRUCTION MATERIALS QUALITY AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH NCDOT AND TOWN OF
MIDLAND SPECIFICATIONS AND STANDARDS AND THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.
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TOWN OF MIDLAND CABARRUS COUNTY, NORTH CAROLINA
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Sheet List Table
C-100 COVER SHEET
C-200 EXISTING CONDITIONS AND EC PHASE 1 (CLEARING AND GRUBBING PHASE)
C-201 EROSION CONTROL PHASE 2 (ROUGH GRADING PHASE)
C-202 EROSION CONTROL DETAILS
C-203 EROSION CONTROL DETAILS
C-300 SITE PLAN
C-400 GRADING PLAN (FINAL GRADING PHASE)
C-401 BREE ROAD PLAN AND PROFILE
C-401A PRIVATE DRIVE PLAN AND PROFILE
C-402 STORM PROFILES
C-403 INTERSECTION SIGHT DISTANCE
C-404
BMP DETAILS
C-500
CROSS SECTIONS
C-501
CROSS SECTIONS
C-502
TRAFFIC CONTROL PLAN
C-600
NCDOT DETAILS
C-601
SITE DETAILS
L-100
LANDSCAPE PLAN
North Carolina COA
License No. : F-1316
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PROJECT # SLND18001
SHEET TITLE
COVER SHEET
SHEET NUMBER
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— — -A-0
GAS LINE
GAS VALVE
-{7 STM
-
STORM PIPE
STORM STRUCTURE
a./ ./
WETLANDS
/.
^�• .:°�• / •/'./%.//'! /•-1.
/ .
.'/:,
PHASE 1 LIMITS
DRAINAGE AREA
LIMITS OF DISTURBANCE
ITEMS TO BE REMOVED
PROPOSED DEMOLITION -
BUILDING AND CONCRETE
PROPOSED DEMOLITION -
VEGETATION TO BE CLEARED
SILT FENCE OUTLET
INLET PROTECTION
ROCK CHECK DAM
TOTAL AREA OF DISTURBANCE: 9.38 AC
CONSTRUCTION SE UENCE
1. INSTALL 18" RCP AT CONSTRUCTION ENTRANCE.
2, INSTALL TEMPORARY CONSTRUCTION ENTRANCE AS SHOWN ON
PLANS. .
3. INSTALL 36" BYPASS STORM PIPE AND TEMPORARY SILT FENCE,
TREE PROTECTION, INLET PROTECTION AND OUTLET CONTROLS,
AT LOCATION SHOWN ON THE PLANS ALONG EAST SIDE OF
DITCH,
4. INSTALL SKIMMER BASIN #1, AND BAFFLES BEFORE CLEARING
AND GRUBBING OF EAST SIDE OF DITCH. MATERIAL FROM EAST
SIDE WILL BE USED TO FILL OVER THE BYPASS PIPE,
5. WEST SIDE OF DITCH WILL FOLLOW INCLUDING INSTALLING
BASIN #2, BAFFLES, AND PERMANENT DITCH.
6, CLEAR AND GRUB REMAINING SITE WITHIN LIMITS OF
DISTURBANCE SHOWN.
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DATE
103/14/2019
DRAWN
I DJW
DESIGNED
I DJW
CHECKED
IFC
PROJECT #
1 SLND18001
SHEET TITLE
EXISTING CONDITIONS
AND EC PHASE 1
SHEET NUMBER

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PERMANENT ATTING (TRM)
OR'APPROVED 'EQUAL 7yP-'.
IV
12" SLOPE DRAIN
(SEE DETAIL 4 SHEET C-203)
INV. IN=676.35
INV. OUT=676.00
TOP OF BERM=682.00
LIMITS'OF DISTURBANCE
BAFFLES
(StE,DETAIL 3 SHEET CQO)
N72*,44'43.00"E199.88'
1.0," SKIMMER WITH 1.7"'bRIFICE
(SEE'DETAIL ll,SHEET C-202)
•
EMER NCY
I,LWAY,
EL V. =678.5G,
UNDISTURBED
_,NATURAL AREA
SILT FENCE SILT PENCE OUTLET
�JSEE D&AIL, 2
(SEE DETAIL 7 SHEET C-202) 5HEET C-202)',
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RIGHT OF WAY
PROPERTY LINE
ADJACENT PARCEL
EXISTING BUILDING
EASEMENT
SANITARY EASEMENT
STORM EASEMENT
EDGE OF PAVEMENT (EP)
GRAVEL DRIVE
FENCE
SIGN
TREELINE
STREAM/ CREEK
POND
WETLANDS
XXX' PERENNIAL STREAM
BUFFER
FEMA 100 YEAR FLOOD
CONTOURS
OVERHEAD POWER
UNDERGROUND POWER
POWER POLE
GUY WIRE
LIGHT POLE
ELECTRIC METER
FIBER OPTIC CABLE
SANITARY SEWER
SANITARY SEWER MANHOLE
MONITORING WELL
WATER MAIN
HYDRANT
WATER VALVE
WATER METER
GAS LINE
GAS VALVE
STORM PIPE
STORM STRUCTURE
WETLANDS
LIMITS OF DISTURBANCE
ITEMS TO BE REMOVED
PROPOSED DEMOLITION -
BUILDING AND CONCRETE
PROPOSED DEMOLITION -
VEGETATION TO BE CLEARED
SILT FENCE OUTLET
INLET PROTECTION
ROCK CHECK DAM
[TOTAL AREA OF DISTURBANCE: 9.38 ACI
CONSTRUCTION SEQUENCE
1. INSTALL ADDITIONAL EROSION CONTROL MEASURES AS NOTED
ON PHASE 2 PLAN.
2. MAINTAIN ALL EXISTING EROSION CONTROL MEASURES
INCLUDING SEDIMENT BASIN, BAFFLES, AND DIVERSION
DITCHES AS SHOWN ON THE PLANS.
3. EROSION CONTROL MEASURES ARE TO REMAIN DURING SITE
GRADING AND UNTIL APPROVED TO BE REMOVED BY INSPECTOR.
4. STABILIZE AND SEED PER EROSION CONTROL NOTES FOUND ON
SHEET C-500/C-501.
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DATE 1 03/14/2019
DRAWN I DJW
DESIGNED I DJW
CHECKED I FC
PROJECT # ISLND18001
SHEET TITLE
EROSION CONTROL
PHASE 2
SHEET NUMBER
C-201

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PVC ELBOW PVC VENT SCHEDULE 40
PVC END C PIPE PVC PIPE
WATER SURFACE °
oaa PVC END CAP
PVC PIPE
1/2" HOLES IN SCHEDULE
PVC TEE UNDERSIDE PVC PIPE
ORIFICE
PVC TEE PLATE
HOSEv�Y 120'
SCHEMATIC AND CALCULATION OF SKIMMER TAKEN FROM FAIRCLOTH SKIMMER.
SEDIMENT BASIN
DESIGN CRITERIA
DRAINAGE
AREA (ACRES)
<10 AC.
MIN.
LENGTH TO
2:1
WIDTH RATIO
MAX.
LENGTH TO
6:1
WIDTH RATIO
MIN.
1800
VOLUME
(CU• FT.
REQUIRED
PER AC.
DISTURBED)
SURFACE
325
AREA
(SQ. FT. PER
REQUIRED
CFS 010)
IN
S'
AVERAGE _ AR
WIDTH W i
* AREA OF BAS
SURFACE AT T
PRINCIPAL SPII
INFLOW
STRUCTURE
DEWATERING
ZONE
FILTER FABRIC
SEDIMENT
STORAGE ZONE
SKIMMER
(;-202 SCALE: NTS
PLAN VIEW
V FREEBOARD
6" MIN. INVERT ELEVATION
OF EMERGENCY SPILLWAY
PRIMARY SPILLWAY (RISER) 24"
2' MIN.
tH
COnc. Base -
1.5'x3.0'x3.0'
PERSPECTIVE VIEW
NOTES:
1. REFER TO NCESCPDM SECTION
#6.61 FOR ADDITIONAL DESIGN
SPECIFICATIONS REGARDING
SEDIMENT BASINS.
2. REFER TO STD. FOR BAFFLE
SPACING AND INSTALLATION.
3. STABILIZE BASIN SLOPES
IMMEDIATELY UPON
COMPLETION OF GRADING.
EMERGENCY SPILLWAY:
STABILIZE WITH
PERMANENT EROSION
CONTROL MATTING
(NORTH AMERICAN
GREEN P300 OR
EQUIVALENT) ---
W
-I /-EMBANKMENT
LA
�- EMERGENCY
SPILLWAY
ANTI -SEEP
15" Outlet COLLAR.
"ICI"
ENCLOSURE
(TER
ENTRY UNIT
BASIN 1
DRAINAGE
DENUDED
BASIN VOLUME
BASIN SURFACE AREA
CLEANOUT
H
Z
L
T
W
SKIMMER
SKIMMER
REQUIRED
PROVIDED
REQUIRED
PROVIDED
AREA
AREA
Q10
DEPTH (FT.)
(FEET)
(FEET)
(FEET)
(FEET)
(FEET)
PIPE
ORIFICE
(ACRES)
(ACRES)
(d$)
(CUBIC FT.)
(CUBIC FT.)
(SQ FT.)
(SQ FT.)
H/2
DIAMETER
DIAMETER
PHASE 1
1.96
1.96
6.93
3,528
5,147
2,251
3,343
1,75
3.5
6
101@
1.5
10
1.51,
121
PHASE 2
1.75
1.75
6.18
3,150
8,987
2,010
5,588
1.75
3.5
5
' 0' @
1.5
10
1.5"
1.2"
BASIN 2
DRAINAGE
DENUDED
BASIN VOLUME
BASIN SURFACE AREA
CLEANOUT
H
Z
L
T
REQUIRED
PROVIDED
REQUIRED
PROVIDED
AREA
AREA
Q10
DEPTH (FT.)
(FEET)
(FEET)
(FEET)
(FEET)
(FEET)
PIPE
ORIFICE
(ACRES)
(ACRES)
cis)
(CUBIC FT.)
(CUBIC FT.)
(SQ FT.)
(SQ FT.)
H/2
DIAMETER
DIAMETER
PHASE 1
4.02
4.02
10.66
7,236
7,524
3,463
3,701
1.75
3.5
6
10' @
678.50
1.5
10
2.0"
1.7"
PHASE 2
3.03
3.03
10.71
5,454
8,987
3,480
5,588
1.75
3.5
5
10.1
1.5
10
2.011
1.4"
0
NC
57 4
� 0 TEMPORARY SKIMMER SEDIMENT BASIN
C-202 SCALE: NTS
Flo1
TT
in
Nt OT 06:vr #57 4&.1ty•of pipe culverU
washed..AtoneI000th�rw`- bdnkfull flaw
01120 Erosion
store
INLETZONE25%
OF SURFACE AREA
INLETZONE 25%
OF SURFACE AREA
INLET ZONE 25%
OF SURFACE AREA
OUTLETZONE 25%
OFSURFACEAREA
640 I
X
FLO_ W Q X
STEEL PC
FILTER FABF
GENERAL NOTES:
1. DRIVE 5' STEEL POST AT LEAST 24"
INTO SOLID GROUND.
2. USE STAPLES V APART
HORIZONTALLY AND VERTICALLY TO
ATTACH THE FILTER FABRIC TO THE
WIRE FENCE.
3. MINIMUM BAFFLE SPACING IS 10'.
4. THE FLOOR OF THE BASIN IN THE
OUTLET ZONE AND BERMS SHOULD
BE SEEDED IMMEDIATELY AFTER
THE BASIN IS CONSTRUCTED.
5. REFER TO NCESCPDM SECTION
#6.65 FOR ADDITIONAL
SPECIFIATIONS.
6. 7OUglm' COIR BLANKET OR
EQUIVALENT SHALL BE UTILIZED.
CF
T p/�,GH 5'STEELI
FL
&" A W TRENCH
BACKFILL AND COMPACT
FENCE AND FABRIC
BURIED IN TRENCH
STEEL POST
z FILTER FABRIC
_FLOW
Mrnf oo \,OQ
N
ANCHOR SKIRT 6" MINIMUM
1.
FILTER FABRIC FENCE SHALL BE A MINIMUM OF 32" IN WIDTH AND
1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY
SHALL HAVE A MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING.
RESPONSIBLE PARTY OR HIS AGENT IMMEDIATELY AFTER.
EACH
2.
WOVEN FILTER FABRIC SHALL BE USED WHERE SILT FENCE IS TO REMAIN
RAINFALL AND AT -LEAST DAILY DURING PROLONGED RAINFALL,
FOR A PERIOD OF MORE THAN 30 DAYS.
ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY,
3.
STEEL POSTS SHALL BE V-0" IN HEIGHTAND BE OF THE
2.
SELF -FASTENER ANGLE STEEL TYPE.
SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE
PRIOR TO THE END
4.
TURN SILT FENCE UP SLOPE AT ENDS.
OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS
5.
ORANGE. SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE
3. NECESSARY, THE
WHEN GRADING IS ADJACENT TO SWIM BUFFERS, STREAMS OR WETLANDS.
FABRIC SHALL BE REPLACED PROMPTLY.
THE COLOR ORANGE IS RESERVED FOR VISUAL IDENTIFICATION OF
ENVIRONMENTALLY SENSITIVE AREAS.
SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS
REACH APPROX.
6.
DRAINAGE AREA CAN NOT BE GREATER THAN 114 ACRE PER I OOFT OF FENCE-
HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS
7.
SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A
REMAINING IN
PLACE AFTER THE SILT FENCE IS REMOVED SHALL BE
NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN
DRESSED TO CONFORM
MANUAL.
TO THE EXISTING GRADE, PREPARED AND SEEDED,
8.
DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS
OR OTHER AREAS OF CONCENTRATED FLOW.
7
TEMPORARY SILT/ SEDIMENT FENCE
(;-7n9
I NSSALE:
SEEDING
MIXTURE
80 Ibslacre of tall fescue
100 Ibs/acre tall fescue
30 Ibs/acre Serieea lespedeza
(unscarifled after August 15)
10 Ibslacre Kobe lespedeza
FALL: August 25 - October
FALL: August 25 - October 15
Late winter: February 15 - April 15
Late winter: February 15 -April 15
SEEDING
To extend spring seeding into June, add
To extend spring seeding into June, add
DATES
15 Ibs/acre hulled Bermuda grass
15 Ibsracre hulled Bermuda grass
Overseeding of Kobe lespedeza over fall -seeded
Overseeding of Kobe lespedeza over fall -seeded
tall fescue is very effective.
tall fescue is very effective.
SEEDING
Apply lime and fertilizer per soil tests, or 4000
Apply lime and fertilizer per soil tests, or 4000
AMENDMENTS
Ibs/acre limestone and 1000 lbs/acre 10-10-10
Ibsracre limestone and 1000 Ibs/acre 10-10-10
fertilizer.
fertilizer.
SEEDING SCHEDULE
C-202 j SCALE: NTS
SEEDING
MIXTURE
40 Ibs/acre of German millet
80 Ibs/acre of tall fescue
120 Ibslacre Rye (grain)
80 Ibs/acre tall fescue
May 1 - August 15
October 25 - December 30
SEEDING
DATES
Re-fertitize if growth is not fully adequate.
Between December 30 - February 15,
add 50 Ibslacre of annual Kobe lespedeza.
Apply 4000 Ibslacre straw or equivalent
Apply 4000 Ibs/acre straw or equivalent
hydroseeding.
hydroseeding.
Apply lime and fertilizer per soil tests, or 2000
Apply lime and fertilizer per soil tests, or 2000
SEEDING
AMENDMENTS
Ibs/acre limestone and 750 Ibs/acre 10-10-10
lbs/acre limestone and 750 Ibsracre 10-10-10
fertilizer.
fertilizer.
5 l SEEDING SCHEDULE (SEASONAL
C-202 SCALE:NTS
1. RIPRAP SIZE TO BE CLASS B RIPRAP.
2. CHECK DAMS MAY BE USED IN SLOPING DITCHES
OR CHANNELS TO SLOW VELOCITY OR TO CREATE
SEDIMENT TRAPS,
3. ENSURE THAT MAXIMUM SPACING BETWEEN DAMS PLACES THE
TOE OF THE UPSTREAM DAM AT THE SAME ELEVATION AS THE
DOWNSTREAM DAM (SEE DIAGRAM BELOW).
..
"
€.°
s
x
T-6MIN.
" CLASS B RIP
9yam} i
f dier of pipeour"42""
WI�Il�hev a is greater
I£
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MIN
II ..
FSIj"ii#i�6
1=1, _ `idiom
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FILTER CLOTH A,1�4I1�
qI�-III _ IIl�'111
lil '}}i_gl}`Iq,Yll�l
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1�1�411-i�I�II11--11wI11�lylilLLL�l�lllli}"�IIII}I�I
dl: nary Culvert Ia CIdllled +mith
CULVERT CROSSING D ETAI L
c 112
SCALE: NTS
4 TEMPORARY ROCK (CHECK DAM
C-202 SCALE; NTS
INSTALL T-POST TO ANCHOR
DRAPE BAFFLE MATERIAL OVER WIRE STRAND BAFFLE TO SIDE OF BASIN AND
AND SECURE WITH PLASTIC TIES AT POSTS SECURE TO VERTICAL POST
AND ON WIRE EVERY 12"
\ \ �-- 4' MAX. - --+�-�
GAUGE MIN HIGHIAA
R!••'
IYi■■
11
■ ■
••titru■1■li
IN ..+ -.
+�
SECURED$HALL BE
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1 POST TO SUPPORTisiisiiiiBAFFLE
I::1•ilaiii
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ie4:i1•ieli:ii
. iiii�������r��\�f\r\/
MATERIAL
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SECURE BOTTOM OF BAFFLE
BAFFLE MATERIAL TO GROUND WITH 12" STAPLES
ATZ12 MAXIMUM SPACING BAFFLE MATERIAL
NOTE: BAFFLE MATERIAL SHALL BE 700 g/m
COIR BAFFLE/BLANKET MATERIAL.
11 GAUGE
NOTES LANDSCAPE
STAPLE
1. INSTALL THREE(3) COIR FIBER
BAFFLES IN SILT BASINS AND SEDIMENT
DAMS AT DRAINAGE OUTLETS WITH A
SPACING OF 1/ THE BASIN LENGTH.
2. TWO(2) COIR FIBER BAFFLES CAN BE
INSTALLED IN SILT BASINS AND DAMS STEEL POST POST- DEPTH
LESS THAN 20 FT, IN LENGTH WITH A
SPACING OF 1/3 THE BASIN LENGTH.
A.
3. TOP HEIGHT OF COIR FIBER BAFFLES BAFFLE MATERIAL SHALL BE SECURED
SHALL NOT BE BELOW BASE OF EMERGENCY TO THE BOTTOM AND SIDES OF BASIN
SPILLWAY ELEVATION. USING 12" LANDSCAPE STAPLES
COIR FIBER BAFFLE
C-202 SCALE: NTS
51E r' ^ 11 4MAX.
WIRE FENCING
(IF APPLICABL
WOVEN FILTER FABRIC
GENERAL NOTES: �I
1. SEDIMENT FILTER OUTLET SHALL BE 1fi 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.
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.
2 STONE SILT FENCE OUTLET
C-202 SCALE: NTS
PUBLIC STREET
Z MU-10MT 'ID-g 'g -1 I I lull-iLr n l�ln
(EXISTING I ID- SOIL STABILIZATION FABRIC
mm-m
GROUND - UNDER 2-3" DIAMETER STONE
100' MIN.
F-
W
Z W
0
N �
NOTES:
1. A STABILIZED ENTRANCE PAD OF 2-3" DIAMETER STONE SHALL BE LOCATED WHERE TRAFFIC WILL ENTER OR LEAVE THE
CONSTRUCTION SITE ONTO A PUBLIC STREET.
2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE,
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO
PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS
CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT,
4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY,
5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN
WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED
SEDIMENT BASIN.
F_T� CONSTRUCTION ENTRANCE
C-202 SCALE: NTS
A
MAXIMUM SPACING
rrr�rrr�rrl-r r_
- �rrr=rrl=fll�lrr�rrr�
� B
rir.=rlr�r r_: r11-r1l�1lr 'J11�111�!!
A AND B ARE AT EQUAL ELEVATIONS
V-6" MIN.
# 5 WASHED STONE
2
1
-FLow 2' MAX
AT CENTER
WTO6'
North Carolina COA
License No.: F-1316
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039811
DATE
103/14/2019
DRAWN
DJW
DESIGNED
DJW
CHECKED fFC
PROJECT #k I
SLND18001
SHEET
TITLE
EROSION
CONTROL
DETAILS
SHEET
NUMBER
C-202

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NPDES Storri Discharge Permit for Construction Activities (NC.GO1)
NCQENRIDivision of Energy, Mineral and Land Resources
SITE AREA DESC:KIPTION STTAMLIZATION TIMEFRAME EXCEPTIONS
Perimeter dikes, swales, ditches, slopes 7 days None
-- High Quality Water (HOW) Zones 7 days None
If'slopes.,are:1:0' or Less in length and are
Slopes steeper than 3:1 ?days not steeper than 2:1, 14 days are allowed.
Slopes 3" 1 or flatter 14 days I 7 days for -slopes greater than 50' in length.
All other areas with slopes flatter than 4,1 14 days None, except for perimeters and HQW Zones.
5 STABILIZATION TIMEFRAMES
C-203 SCALE:
J
NATURAL GRADE
NOTE: `
L-%TrN Ur NUM VADMU
T (THICKNESS)
w -11 (IF NEEDED)
LENGTH AS NECESSARY
TO GO THRU DIKE
4''+MIINN.
1.5' MIN.
r
FLEXIBLE PIPE
TIE DOWN 10' MAX. SPACING _r
TIE DOWN AT END [jf
4(MIN)*
* AT LESS THAN 1% SLOPE
DIAMETER (D)
PROFILE
RIPRAP APRON
C-203 SCALE: NITS
PIPE
EXTEND TO EDGE OF DISTU
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:
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.
10. ALL RIP RAP APRONS TO BE CLASS A.
USE USDA NOMOGRAPH FROM NC SEDIMENT AND EROSION CONTROL MANUAL
FOR DESIGN DATA.
OUTLET
La
W1
W2
*T
H
STONE SIZE
11
11.0'
14.0'
9.0'
1.125'
2'
0.75' DIA.
EP 10
10.0'
6.0'
12'
1.125'
2'
0.75' DIA.
EP 11
10.0'
6.0'
12,
1.125'
2'
0.75' DIA.
* d50 (see fig 8.06 a&6 "NC SEDIMENTAND EROSION CONTROL MANUAL"
dmax = 1.5 x d50
T " 1.5 X dmax.
ENT PIT
RIP RAP & WASHED STONE
FILTER BERM
(130.12)
EARTH DIKE
SEDIMENT PIT NOT
REQUIRED IF BASIN IS
LOCATED DOWNSTREAM OF
PIPE OUTLET. (VOLUME PFR
MCLDS 30.12)
CONSTRUCTION SPECIFICATIONS:
1. THE TOP OF THE EARTH DIKE OVER THE INLET PIPE AND THOSE 4. THE SOIL AROUND AND UNDER THE INLET PIPE AND ENTRANCE
DIKES CARRYING WATER TO THE PIPE SHALL BE AT LEAST 1.5 FEET SECTION SHALL BE HAND TAMPED IN 4" LIFTS TO THE TOP OF
HIGHER AT ALL POINTS THAN THE TOP OF THE INLET PIPE. THE EARTH DIKE.
2. .THE PIPE SHALL. BE FLEXIBLE WITH WATER TIGHT CONNECTING 5. FOLLOW-UP INSPECTION AND ANY NEEDED MAINTENANCE SHALL
BANDS. FLEXIBLE PIPE SHOULD BE STAKED ON EITHER SIDE. BE PERFORMED AFTER EACH STORM BY THE FINANCIALLY RESPONSIBLE
3. A RIP RAP APRON SHALL BE PROVIDED AT THE OUTLET, IF PARTY OR HIS AGENT,
EMPTYING INTO A DISTURBED AREA. 6. OUTLET PIPE SHOULD BE TAKEN OVER OR THROUGH ANY SILT FENCE,
TAKING CARE NOT TO VOID THE EFFECTIVENESS OF THE SILT FENCE,
4FLEXIBLE PIPE SLOPE DRAIN
C-203 SCALE:
GENERAL NOTES:
1. UNIFORMLY GRADE A SHALLOW
DEPRESSION APPROACHING THE INLET.
2. DRIVE 5-FOOT STEEL POSTS 2 FEET INTO
THE GROUND SURROUNDING THE INLET.
SPACE POSTS EVENLY AROUND THE
PERIMETER OF THE INLET, A MAXIMUM OF
4 FEET APART.
3. SURROUND THE POSTS WITH WIRE MESH
HARDWARE CLOTH. SECURE THE WIRE
MESH TO THE STEEL POSTS AT THE TOP,
MIDDLE, AND BOTTOM. PLACING A 2-FOOT
FLAP OF THE WIRE MESH UNDER THE
GRAVEL FOR ANCHORING IS
RECOMMENDED.
4. PLACE CLEAN GRAVEL (NC DOT #5 OR #57
STONE) ON A 2:1 SLOPE WITH A HEIGHT
OF 16 INCHES AROUND THE WIRE, AND
SMOOTH TO AN EVEN GRADE.
5. ONCE THE CONTRIBUTING DRAINAGE
AREA HAS BEEN STABILIZED, REMOVE
ACCUMULATED SEDIMENT, AND
ESTABLISH FINAL GRADING ELEVATIONS.
6. COMPACT THE AREA PROPERLY AND
STABILIZED IT WITH GROUNDCOVER.
NCDOT #5 OR #57
WASHED STONE
FILTERED
%WATER/
HARDWARE CLOTH AND GRAVEL INLET PROTECTION
SCALE: INTS
GROUND STABILIZATION REQUIREMENTS
THE SEDIMENT BASIN BANKS ARE TO BE STABILIZED IMMEDIATELY UPON COMPLETION OF SLOPE GRADING. DISTURBED AREAS ASSOCIATED
WITH PERIMETER DIKES, SWALES, DITCHES AND SLOPES MUST BE STABILIZED WITHIN 7 DAYS FROM THE LAST LAND-DISTRUBING ACTIVITY.
DISTURBED AREAS ASSOCIATED WITH SLOPES GREATER THAN 3:1 MUST BE STABILIZED WITHIN 7 DAYS FROM THE LAST LAND-DISTRUBING
ACTIVITY. IF SLOPES ARE 10 FT. OR LESS IN LENGTH AND ARE NOT STEEPER THAN 2:1, 14 DAY STABILIZATION TIMEFRAME IS ALLOWED.
DISTURBED SLOPES 3:1 OR FLATTER ARE TO BE STABILIZED WITHIN 14 DAYS FROM THE LAST LAND -DISTURBING ACTIVITY, 7 DAYS FOR 3:1
SLOPES WITH A LENGTH GREATER THAN 50 FT, ALL OTHER DISTURBED AREAS, SLOPES 4:1 OR FLATTER, ARE REQUIRED TO BE STABILIZED
WITHIN 14 DAYS FROM THE LAST LAND -DISTURBING ACTIVITY.
SEDIMENT FENCE STONE OUTLET
STONE OUTLETS ARE REQUIRED TO BE PROVIDED AT LOW POINTS ALONG THE SEDIMENT FENCE. THE LOCATIONS OF THE STONE OUTLETS ARE
TO BE DETERMINED BY FIELD CONDITIONS.
OFFSITE BORROW AND WASTE MATERIALS
ANY OFFSITE BORROW AND WASTE REQUIRED FOR THIS PROJECT MUST COME FROM AN APPROVED EROSION CONTROL PLAN SITE, A SITE
REGULATED UNDER THE MINING ACT OF 1971, OR A LANDFILL REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT. DEBRIS FROM
DEMOLITION ACTIVITIES IS REQUIRED TO BE DISPOSED OF AT AN APPROVED FACILITY.
CONTRACTOR RESPONSIBILITY: DETAILS HAVE BEEN PROVIDED ON THE PLANS IN AN EFFORT TO HELP THE
CONTRACTOR PROVIDE EROSION AND SEDIMENTATION CONTROL. THE DETAILS SHOWN ON THE PLAN SHALL
BE CONSIDERED A MINIMUM. ADDITIONAL OR ALTERNATE DETAILS MAY BE FOUND IN THE NORTH CAROLINA
"EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL." THE CONTRACTOR SHALL BE SOLELY
RESPONSIBLE FOR PROVIDING NECESSARY AND ADEQUATE MEASURES FOR PROPER CONTROL OF EROSION
AND SEDIMENT RUNOFF FROM THE SITE ALONG WITH PROPER MAINTENANCE AND INSPECTION IN
COMPLIANCE WITH THE NPDES GENERAL PERMIT FOR STORM WATER DISCHARGES ASSOCIATED WITH
CONSTRUCTION ACTIVITY.
ALL EROSION & SEDIMENT CONTROL PRACTICES ARE SUBJECT TO FIELD MODIFICATION
AT THE DIRECTION OF THE TOWN OF MIDLAND, CABARRUS COUNTY, AND/OR NORTH
CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES.
CONTRACTOR SITE INSPECTION AND REPORTING REQUIREMENTS
THE CONTRACTOR SHALL PROVIDE A RAIN GAUGE DNSITE AND CONDUCT EROSION AND SEDIMENT CONTROL SITE INSPECTIONS AT LEAST
ONCE PER EVERY SEVEN DAYS AND WITHIN 24 HOURS OF A 0.5 INCH RAIN EVENT THAT OCCURS OVER A 24 HOUR PERIOD. THE CONTRACTOR
MUST TAKE IMMEDIATE ACTION FOR ANY DEVICE FAILURE. RECORDS OF INSPECTIONS AND CORRECTIVE ACTIONS TAKEN ARE REQUIRED.
PROJECT OWNER SELF INSPECTION AND REPORTING REQUIREMENTS
THE PROJECT OWNER REPRESENTATIVE MUST INSPECT THE SEDIMENT AND EROSION CONTROL MEASURES ON A PROJECT AFTER EACH PHASE
OF THE PROJECT TO MAKE SURE THE THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED. SELF -INSPECTION
REPORTS ARE REQUIRED.
AS A MINIMUM, THE INSPECTIONS SHALL BE PERFORMED AFTER EACH OF THE FOLLOWING PHASES OF A PLAN:
1. INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL MEASURES,
2. INSTALLATION OF SEDIMENT TRAPS/BASINS.
3, CLEARING AND GRUBBING OF EXISTING GROUND COVER.
4. COMPLETION OF ANY PHASE OF GRADING THAT REQUIRES PROVISION OF STABILIZATION,
5. INSTALLATION OF MEASURES DURING ANY PHASE OF THE PROJECT,
5. COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
7. INSTALLATION OF STORMWATER RETENTION MEASURES.
8. QUARTERLY UNTIL THE ESTABLISHMENT OF PERMANENT GROUND COVER IS FULLY ESTABLISHED.
IF IT IS OBSERVED DURING INSPECTIONS THAT SEDIMENT HAS DEPOSITED WITHIN A STREAM OR WETLAND, THE DIVISION OF WATER QUALITY
REGIONAL OFFICE MUST BE NOTIFIED WITHIN 24 HOURS AND A WRITTEN RESPONSE PROVIDED WITHIN 5 DAYS. A COPY OF THE
CORRESPONDENCE IS REQUIRED TO BE SENT TO THE DIVISION OF LAND RESOURCE.
15A NCAC 04B .0113 RESPONSIBILITY FOR MAINTENANCE
DURING THE DEVELOPMENT OF A SITE, THE PERSON CONDUCTING THE LAND -DISTURBING ACTIVITY SHALL INSTALL AND MAINTAIN ALL
TEMPORARY AND PERMANENT EROSION AND SEDIMENTATION CONTROL MEASURES AS REQUIRED BY THE APPROVED PLAN OR ANY
PROVISION OF THE ACT, THESE RULES, OR ANY ORDER OR LOCAL ORDINANCE ADOPTED PURSUANT TO THE ACT. AFTER SITE DEVELOPMENT,
THE LAND OWNER OR PERSON IN POSSESSION OR CONTROL OF THE LAND SHALL INSTALL AND/OR MAINTAIN ALL NECESSARY PERMANENT
EROSION AND SEDIMENT CONTROL MEASURES, EXCEPT THOSE MEASURES INSTALLED WITHIN A ROAD OR STREET RIGHT OF WAY OR EASEMENT
ACCEPTED FOR MAINTENANCE BY A GOVERNMENTAL AGENCY
EROSION AND SEDIMENT CONTROL NARRATIVE
SCALE: NTS
North Carolina COA
License No.: F-1316
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DETAILS
SHEET NUMBER
C-203

POINT OF WATER CONNECTION
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I LEGEND
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RIGHT OF WAY
PROPERTY LINE
ADJACENT PARCEL
EASEMENT
FACE OF CURB (FC)
BACK OF CURB (BC)
EDGE OF PAVEMENT (EP)
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WETLANDS
SHEET MATCHLINE
13
40,087 SF
LOT NUMBER AND SIZE
PROPOSED ASPHALT PAVEMENT
DEVELOPMENT DATA
OWNER'
BREE PROPERTIES LLC
SEALAND CONTRACTORS CORP,
DEVELOPER INFO:
1708 N, CALDWELL ST CHARLOTTE, NC ZB206
TEL. (704') 522-1102
CONTACT'
VINCENT DIPROSPERO
EMAIL:
vjd@seala nd co nt rectors, com
SITE ADDRESS:
501 NC HWY 24127 W, MIDLAND, NC
GROSS SITE AREA-
24.3 zk AC
Pj,.D. No,
55248739280000
DEED BOOK/ PAGE,
DS 13024 PG 0310
EXISTING. ZONING.
IND
EXISTING OVERLAY,
N/A
EXISTING USE;
VACANT
PROPOSED USE INDUSTRIAL
BUILDING SETBACKS REQUIRED:
FRONT
SIDE
REAR
BUILDING, HEIGHT,
80 FT
16 FT
16 FT
MAX: 3 STORIES, NOT TO EXCEED 50 FT
REQUIRED PARKING;
I PER 450 SF OF OFFICE SPACE + 2
WAREHOUSE EMPLOYEE = 20 SPACES
PROVIDED PARKING;
33 STANDARD SPACES, 2 ADA SPACES
REQUIRED OPEN SPACE:
1,83 ACRES (7,5%)
PROVIDED OPEN SPACE.:
1.83 ACRES (7.5%)
REQUIRED TREE
1.46 ACRES (6%)
CONSERVATION AREA:
PRGVIDED TREE
1.46 ACRES (6%)
CONSERVATION AREA:
DEVELOPMENT TIME AND PHASING: 6 MONTHS
FLOOD ZONE
BASED ON THE NATIONAL FLOOD INSURANCE PROGRAM, FLOOD INSURANCE
RATE MAP PANEL NUMBER 371055240G3DATED NOVEM13ER 5., 2008 THE
HEREON. DESCRIBED PROPERTY 15 LOCATED IN ZONE "X".
WATERSHED YADKIN PEE DEE RIVER BASIN
DRAINAGE BASIN FAR BRANCH
G 65' Hriz
a 10' Vert
WB-62 — Interstate Semi —Trailer
Overall Lenqth
Overall Width
Overall Bodv Helaht
Min Body G�roqhd' Clearance
Max Track Width
Lock —to —lock time
Max Steering Angle (Virtual)
69.000ft
8.500ft
13.500ft
1.334ft
8.500ft
6,00s
28.40*
North Carolina COA
License No.. F-1316
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FACE OF CURB (FC)
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EDGE OF PAVEMENT (EP)
CENTER LINE OF PAVEMENT
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PROPOSED CONTOURS
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TREE PROTECTION FENCING
STORM PIPE
RIPRAP APRON
HEADWALL
PARCEL NUMBER &
PAD ELEVATION
SPOT ELEVATION
HIGH POINT SPOT ELEVATION
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CONSTRUCTION SEQUENCE
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20 40 so North Carolina COA
1INCH =40FEET License No. . F-1316
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SHEET TITLE:
GRADING PLAN
SHEET NUMBER
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BREE ROAD PLAN VIEW
20 40 80
1 INCH = 40 FEET
BREE ROAD PROFILE VIEW
15 30 60
HORIZONTAL 1 inch = 40 feet
2.5 5 10
VERTICAL 1 inch = 5 feet
TIE -OUT FOR
ROAD STUB
North Carolina COA
License No.: F-1316
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SHEET TITLE
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PLAN AND
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SHEET NUMBER
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SHEET TITLE
STORM PROFILES
SHEET NUMBER
C-402

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742.67 TW
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740
730
720
710
700
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680
670
RIGHT OF WAY
PROPERTY LINE
ADJACENT PARCEL
EASEMENT
FACE OF CURB (FC)
BACK OF CURB (BC)
EDGE OF PAVEMENT (EP)
CENTER LINE OF PAVEMENT
CONCRETE SIDEWALK
PARCEL LINE
SETBACK LINE
STORMWATER EASEMENT
SANITARY SEWER EASEMENT
LANDSCAPE BUFFER
FENCE
SIGN
TREELIKE
STREAM / CREEK
POND
WETLANDS
XXX' PERENNIAL STREAM
BUFFER
FEMA 100 YEAR FLOOD
WETLANDS
DITCH CENTERLINE
RETAINING WALL
EXISTING CONTOURS
PROPOSED CONTOURS
SILT FENCE
TREE PROTECTION FENCING
STORM PIPE
RIPRAP APRON
HEADWALL
PARCEL NUMBER &
PAD ELEVATION
SPOT ELEVATION
HIGH POINT SPOT ELEVATION
TOP OF WALL AND BOTTOM OF
WALL ELEVATIONS
SHEET MATCHLINE
North Carolina COA
License No.: F-1316
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SHEET TITLE
INTERSECTION SIGHT
DISTANCE
SHEET NUMBER
C-403

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TOP = 686.00
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SAND MEDIA, NATURAL RIVER OR BANK SAND MATERIAL (PER
ASTM C33)
TOP OF GRAVEL/BOTTOM OF
SAND = 681.00
BOTTOM OF GRAVEL =
680.00
GRAVEL FILTER LAYER,
COURSE AGGREGATE,
WASHED GRAVEL
BASIN AREA
DRY DETENTION AREA
SANDFILTER AREA
3" #1 OR #2 WASHED
ROUND STONE =
683.75
TOP OF SAND MEDIA
= 683.50
:I I
30
* UNDERDRAIN PIPES SHOULD BE MINIMUM 6"
PERFORATED SCHEDULE 40 PVC (PER AASHTO M276).
PERFORATIONS SHOULD BE SPACED 3" ON CENTER
ALONG 4 LONGITUDINAL ROWS SPACED 900 APART.
GEOTEXTILE
FILTER FABRIC
TYPE 1
-- 6" PERFORATED PVC
UNDERDRAIN* (TYP,)
= 680,00 @ 0.00%
ALL SIDE SLOPES TO BE SODDED.
OBSERVATION
CLEANOUTS'
EL=685.25
SAND FILTER DETAIL
12" FROM BANK
6" SOLID TO
6" PERFORATED
PVC PIPE TRANSITION
SAND FILTER PLAN VIEW
IV
0 10 20 40
I INCH = 20 FEET
TOP OF BASIN
= 688.00
10,
TOP OF EMERGENCY
SPILLWAY WEIR=687.00
SEE THIS SHEET FOR DETAIL
18" STM
OUT = 681.00
FLOWABLE FILL
8"CLASS "C" CONRETE
10'
DUMP ROCK FOR
ENTIRE WIDTH OF
EMERGECY SPILLWAY WEIR
CLASS B
NOTE: DRAINAGE AREA TO THE SAND FILTER FACILITY
MUST BE STABILIZED BEFORE FILTRATION
CONTROLS AND FILTER MEDIA ARE INSTALLED,
FILL EMBANKMENTS SHALL BE FORMED OF SUITABLE MATERIAL
PLACED IN SUCCESSIVE LAYERS NOT TO EXCEED MORE THAN SIX (6)
INCHES IN DEPTH FOR THE FULL WIDTH OF THE CROSS-SECTION,
INCLUDING THE WIDTH OF THE SLOPE AREA. NO STUMPS, TREES,
BRUSH, RUBBISH OR OTHER UNSUITABLE MATERIALS OR
SUBSTANCES SHALL BE PLACED IN THE EMBANKMENT. EACH
SUCCESSIVE SIX (6) INCH LAYER SHALL BE THOROUGHLY
COMPACTED BY THE SHEEPSFOOT TAMPING ROLLER, 10-TON POWER
ROLLER, PNEUMATIC -TIRED ROLLER, OR OTHER METHODS APPROVED
BY THE TOWN OF MIDLAND. EMBANKMENTS OVER AND AROUND ALL
PIPE CULVERTS SHALL BE OF SELECT MATERIAL, PLACED AND
THOROUGHLY TAMPED AND COMPACTED AS DIRECTED BY THE BMP
DESIGN MANUAL.
POND EMBANKMENTS SHALL BE INSTALLED IN THIS SAME MANNER
AND SHALL BE COMPACTED TO MEET A DENSITY OF 95% STANDARD
PROCTOR TEST.
NOTES:
1, CLASS B MATERIAL IS TO BE QUARRY STONE, FIELD STONE, OR
NATURAL STONE ONLY, BROKEN CONCRETE NOT PERMITTED.
2. SAND MEDIA MATERIAL SHALL MEET ASTM C33 AND IS TO BE
FREE OF SILT, CLAY, LOAM, FRIABLE OR SOLUBLE MATERIALS,
ORGANIC MATTER GRADED IN ACCORDANCE WITH ANSI/ASTM C 136.
3. SURFACE COURSE AGGREGATE IS TO BE USED AT THE TOP
COURSE OF THE SURFACE SAND FILTER. AGGREGATE TO FULLY
COVER THE UNDERLYING WASHED FILTER SAND TO DEPTH AS
SHOWN IN THE PLANS AND DETAILS. SURFACE COURSE AGGREGATE
SHALL BE WASHED AND FREE OF DEBRIS, DIRT, SAWDUST, AND
FOREIGN MATERIAL. SURFACE COURSE AGGREGATE SHALL BE
ROUNDED, NATURAL RIVER OR BANK AGGREGATE STONE AND NOT
CRUSHED, CHIPPED OR BROKEN STONE. THE STONE IS TO BE A
NATURAL COLOR, EARTH TONES, AND UNDYED, WHILE THE SIZES
RANGE FROM #1 AND #2,
TOP OF BASIN=688.00
EMERGENCY WEIR=10'WIDE (687.50 CREST)
50 YR. HWL=686.92
10 YR. HWL=686.41
1 YR. CPV=685.53 PROP GRATE PER NCDOT
STD 840.16
TOP OF GRATE = 687.50
TOP OF 3" #1 OR #2 WASHED
ROUND STONE
io
WQv ELEV=685.08
NOv PROVIDED=11.949 CF) f
683.75
683.50
h,
TOP OF MEDIA;
< 4 :
TOP OF STONE;
681.00
FILTER FABRIC OR OPEN WEB TURF MAT OR 2" #8 OR #89
WASHED CHOKING STONE
6" DIAMETER PREFORATED STORM SEWER PIPE
@ 0.00%
36" SQ
INV.=681.00
OUTLET STRUCTURE DETAIL
NOT TO SCALE
(2) 24"X6" WINDOWS
686.00 (*SEE NOTE)
18" DIAMETER STORM
SEWER PIPE
INV.=681.00
OUTFALL=680.18
FLOWABLE
FILL
North Carolina COA
License No.: F-1316
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PROJECT #
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SHEET TITLE
BMP DETAILS
SHEET NUMBER
C-40

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North Carolina COA
License No.: F-1316
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SHEET TITLE
CROSS SECTIONS
SHEET" NUMBER
C.

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13+50.00
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13+00.00
715
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705
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705
700
695
25
715
710
700
695
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705
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695
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2.5 5 10
VERTICAL 1 inch = 5 feet
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SHEET TITLE
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SHEET NUMBER
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FLASHING LEFT
ARROW BOARD
MESSAGE BOARD
00*
GENERAL MAINTENANCE
OF TRAFFIC NOTES
1. ALL TRAFFIC CONTROL DEVICES SHALL BE FURNISHED, ERECTED,
MAINTAINED AND REMOVED BY THE CONTRACTOR IN
ACCORDANCE WITH THE FEDERAL HIGHWAY ADMINISTRATIONS
"MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)"
(CURRENT EDITION), AND THE NORTH CAROLINA SUPPLEMENT TO
THE MUTCD (NCSMUTCD) (CURRENT EDITION).
2. THE LANE SHALL NOT BE RE -OPENED TO TRAFFIC UNTIL
PERMANENT TRAFFIC CONTROLS ARE IN PLACE, OR UNTIL
TEMPORARY TRAFFIC CONTROLS, APPROVED BY THE ENGINEER,
ARE INSTALLED. THE CONTRACTOR ASSUMES ALL LIABILITY FOR
THE PREMATURE REMOVAL OF TEMPORARY TRAFFIC CONTROLS.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
REINSTALLATION AND/OR REPLACEMENT OF ALL PERMANENT
TRAFFIC CONTROL DEVICES DAMAGED OR REMOVED DURING THE
CONSTRUCTION. PERMANENT TRAFFIC CONTROL THAT IS NO
LONGER IN CONFLICT WITH TEMPORARY TRAFFIC CONTROL
SHALL BE REPLACED IMMEDIATELY. THE CONTRACTOR SHALL
ASSUME ALL LIABILITY FOR MISSING, DAMAGED, AND
IMPROPERLY PLACED TRAFFIC CONTROL DEVICES.
4. THE CONTRACTOR SHALL PROVIDE A 24 HOUR CONTACT WHO
WILL BE RESPONSIBLE FOR MAINTENANCE OF TRAFFIC FOR THE
DURATION OF THE PROJECT.
5. CONSTRUCTION OPERATIONS SHALL NOT BEGIN UNTIL ALL
TEMPORARY TRAFFIC CONTROL DEVICES ARE IN PLACE AND
APPROVED BY THE ENGINEER AND THE INSPECTOR.
6. ACCESS TO ALL ADJOINING PROPERTIES TO BE MAINTAINED AT
ALL TIMES.
i. MAINTENANCE OF ALL TRAFFIC CONTROL DEVICES INCLUDING
DRUMS, SIGNS, BARRICADES, MESSAGE BOARDS, DETOUR
SIGNAGE, ETC., SHALL BE THE CONTRACTORS RESPONSIBILITY.
ito
1. WORK SHALL ONLY BE CONDUCTED DURING NON -PEAK HOURS.
DURING CONTRACTOR'S NON -WORKING HOURS ALL LANES SHALL
BE OPEN TO TRAFFIC. DURING CONTRACTOR'S NON -WORKING
HOURS THE DROP-OFF WITHIN THE WORK ZONE SHALL BE
BACKFILLED OR SECURELY PLATTED TO ACCOMPLISH THIS.
WORK SHALL BEGIN AND END WHERE RIGHT TURN LANE AND
PRIVATE DRIVE ENTRANCE IS SHOWN ON PLANS. WORK
COMPLETED IN ONE PHASE SHALL BE COMPLETED WITH 1 LANE
TEMPORARY LANE CLOSURE ON A DIVIDED MULTI -LANE ROADWAT
AT LESS THAN 60 MPH WITH WORK ZONE AS DEPICTED ON THIS
PLAN. THIS SECTION SHALL BE AS PER NCDOT STD 1101.02
SHEET 3 OF 14.
2. ADVANCED WARNING SIGNS SHALL BE PLACED IN A VISIBLE
LOCATION NOT IN CONFLICT WITH ANY EXISTING SIGN, DRIVE
OR INTERSECTION.
3. EXISTING CONFLICTING PAVEMENT MARKINGS SHALL BE
REMOVED.
4. ALL CONSTRUCTION SHALL CONFORM TO TOWN OF MIDLAND AND
NCDOT STANDARDS AND SPECIFICATIONS.
5. CONTRACTOR SHALL COORDINATE WITH NCDOT INSPECTOR FOR
ALL TRAFFIC CONTROL. FIELD MODIFICATIONS MAY BE REQUIRED.
4
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LEGEND
• DRUM (NCDOT 1130.01)
AREA OF CONCRETE
® WORK AREA
TRAFFIC FLOW ARROW
EXISTING RIGHT-OF-WAY
— — ---- — — — EXISTING EDGE OF PAVEMENT
PROPOSED EDGE OF PAVEMENT
30 60 120
1 INCH = 60 FEET
North Carolina COA
License No.: F-1316
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DATE
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DRAWN
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DESIGNED
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IFC
PROJECT #
SLND18001
SHEET TITLE
TRAFFIC CONTROL
PLAN
SHEET NUMBER
C-502
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END OF CASING
PIPE TO EXTEND
REFER TO ]MINIMUM AT A .I I SLOPE
CASING REQUIREMENTS. FRONT EDGE OF
PA VEMENT/BA CK
♦ a OF CURB
4TN.
SISAL END OF
CASING WITH
CONCRETE BRICK
AND MORTAR
(SEE NOTE 8)
RESTRAIN PIPE
Z13NDISTURDED CARRIER PIPE
SOIL BY RESTRAINING
JOINTS OR
JACK AND BORE PROFILE RESTRAINING
GASKETS
SPACER DETAIL
f4� JACK AND BORE CASING PIPE DETAIL
C_602 SCALE: NTS
aINQl L'11'h
SPACER BY
CASCADE MTG.
OR APPROVED
EQUAL
FLASHING ARROW BOARD LODES
FLASHING ARROW BOARD TYPE
PANEL
MINIMUM 11=
MINMUN LEGIBILITY
MINIWEEM NUMBER
TYPE
(W M. H INCHNS)
BIBTANCB
NILES
OF ELEMENTS
C
PDX 48
1
15
GENERAL NOTES
1- 60 NOT USE STRAIGHT-LINE CAUTION OR 9TATIC CHEVRON: DISPLAYS.
2- USE A MINIMUM MOUNTING HEIGHT OF 7 FEET FROM GROUND LEVEL TO THE BOTTOM OF THE PANEL
FOR TRAILER -MOUNTED ARROW BOARDS, EXCEPT ON VEHICLE -MOUNTED PANELS WHICH SHOULD BE AS
HIGH AS PRACTICAL.
3- USE ARROW BOARD ELEMENTS CAPABLE OF A MINIMUM ,Be PERCENT DIMMING FROM THEIR FULL RATED
LAMP VOLTAGE, USE FULL LAMP VOLTAGE DURING THE DAY, AND USE THE DIMMED MODE AT NIGHT.
4- DO NOT USE ARROW BOARDS IN FLASHING .ARROW MODE ON A 2-LANE, 2-WAY ROADWAY DURING A
ONE LANE OPERATION, NOR ON MULTILANE ROADWAYS WHEN SHIFTING ALL TRAFFIC LANES LATERALLY.
5- ALL FLASHING ARROW BOARDS MUST BE 1-19TED ON THE. THE DEPARTMENT'S APPROVED PRODUCTS LIST.
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ELEVATION
D GENERAL NOTES:
USE PIPE COLLAR FOR EXTENDING EXISTING CONCRETE PIPE
CULVERTS, AT LOCATIONS SHOWN ON PLANS OR
Mil AS DIRECTED BY THE ENGINEER. THIS INCLUDES EXTENDING
.-n EXISTING PIPES WITH PIPES OF DIFFERENT MATERIALS.
O CONSTRUCT THE PIPE COLLAR WITH CLASS "B" OR BETTER
A CONCRETE,
OBSERVE ALL REQUIREMENTS OF SECTION 840 OF THE STANDARD
SPECIFICATIONS.
* USE 300mm DIAMETER VALUES FOR PIPE DIAMETERS LESS
THAN 300mm,
Note:
This drawing is dimensioned in
'SHEET 1 OF 1 millimeters unless otherwise
840.72 depicted within the drawing.
ORANGE:ULTRA YIOLE
STABILIZED IMPACT
RESISTANT PLASTIC
CIRCUMFERENTIAL
ALTERNATE ORANGE & WHITES
RETROREFLECTIVE STRIPES,
2 ORANGE &2 WHI7E COVERIN(
ENTIRE OUTSIDE
Tap is,
SIDE ELEVATION
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300
300
0 25
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300 1
0,33
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300
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750
300
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300
300
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450 1
1.88
1500
450
450
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; 450
450 j
2.28
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450
450 i
2,49
TIRE BALLAST
ALL nUBDEN COLLARS MUST BE BLACK IN. COLOR
AND FREE OF ANY COLORED PAINT
BALLAST COLLAR SHOULD UAVE GOOD "TACT
WITH THE VARREL FLANGE AND BALLAST CUTER
EDOE MUST LAY FLAT WITH ROAD SURFACE
DRUM THAT USE TIRE BALLASTS ARE WARUFACTURED
SPECIFICALLY. FOR THAT FCRPOSE, 00-NOT USE
TIRE BALLASTS WITH OTHER CHUM DEMINS.
GENERAL NOTES
I. BALLASTING SHALL BE ACHIEVED BY THE SAND BAG, TIRE-3IDEWALL, OR PREFORMED WEIGHTED BASE
METHODS. USE THE TIRE BALLAST AS SPECIFIED BYE MANUFACTURER. DO NOT PLACE BALLAST
THE
ON TOP OF THE DRUM.
2- IF NECESSARY PLACE THE NAME OF THE AGENCY, CONTRACTOR, OR SUPPLIER ON NON-RETROREFLECTIVE
DRUM SURFACES. SHOW THE LETTERS AND NUMBERS USING A WON-RETROREFLECTIVE COLOR AND NOT
OVER.2L".IN HEIGHT.
S- ALL DRUMS MUST DE LISTED ON THE DEPARTMENT'S APPROVED PRODUCT LIST.
4- REFER TO THE STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES FOR ADDITIONAL INFORMATION.
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MOUNTING HEIGHT DIMENSIONS:
FOR 2-LAN, 2-NAY SOACMiYS INCLUDING
THOSE WITH CONTINUOUS LEFT -TURN LANM9
THE HEIGHT SETA'EEN ROAMY TO SIGN SHALL
SE 1' MINIMUM.
FOR ALL OTHER ROAMYS THE REEAHT SEIMREN
_
ROOMY TO SION MNNLL ORWI MINIMUM
-
PAVED SHOULDER
TRAVEL LANE
SHOULDER POINT -�-
IF OUPPLEMEARAL PANEL IS REQUIRED
IME A S' MININM HEIGHT TO MIN SION-
WITH A W MINIMUM HEIORT TO PANEL
GENERAL NOTES
1- DIMENSIONS SHOWN ARE MINIMUM VALUES. MOUNT SIGNS SO THEY WILL BE CLEARLY VISIBLE TO
APPROACHING TRAFFIC EVEN WHEN SIGNS ARE MOUNTED BEHIND TRAFFIC CONTROL DEVICES SUCH AS
DRUMS, BARRIER, OR OTHER: OBJECTS.
2-ALL PORTABLE SIGNS AND' STANDS.MUSTMEET OR EXCEED THE REQUIREMENTS OF NCHRP 350 FOR
CATEGORY El DEVICES. USE PORTABLE WORK ZONE SIGNS AND STANDS SPECIFICALLY DESIGNED FOR
ONE 'ANOTHER.
3- ALL PORTABLE WORK ZONE $IONS AND STANDS MUST BE LISTED ON THE DEPARTMENT'S APPROVED
PRODUCTS LIST.
ADVANCE WARNENG $IGN - ----
BPACING CHART
RECOMMENDER
DISTANCE BETWEEN SIGNS
POSTED NPEED LIMIT
( wrp
(MPH)
777777777
40 SG
3sa
350
35D
CONTROLLED ACCESS ROADS
1000
1500
2760
(a Sa)
STATIONARY OR PORTABLE SIGNS
GENERAL NOTES
r- RErEA TO 2009 MUTCD OR THE LATEST EDITION.
2- USE THIS STANDARD DRAWING IN CONJUNCTION WITH OTHER TRAFFIC CONTROL ROADWAY STANDARD
DRAWINGS WHERE SIGN SPACING DISTANCE$ A, R, C, ARE SPECIFIED.
'J- APPLY THE ADVANCE. YEARNING 91GN SPACING CHART WHERE A SERIES OF 2 OR MORE SIGNS ARE
USED, ALL SIGN SPACING DIMENSIONS ARE APPROXIMATE. FIELD ADJUST AS VARIOUS CONDITIONS
OCCUR, SUCH AS LIMITED SIGHT DISTANCE, OBSTRUCTION INTERFERENCE, ETC.
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DESIGN
SPEED
(MPH)
MINIMUM SIGHT DISTANCE
MINIMUM
LONGITUDINAL
BUFFER SPACE
(FEET)
$TOPPING SIGHT DISTANCE
(FEET)
PASSING SIGHT DISTANCE
{FEET)
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GENERAL NOTES
1- TABLES ARE BASED ON THE AASHTO GREEN BOOK "A POLICY ON GEOMETRIC DESIGN OF HIGHWAYS .AND.
STREET$' AND THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES". MINIMUM SIGHT DISTANCE
VALUES ARE FOR PASSENGER CAR VERICLES CN WET AND LEVEL ROADWAYS. CONSULT THE AASHTO
GREEN BOOK TO MAKE FINAL DETERMINATION OF STOPPING SIGHT DISTANCE REQUIREMENTS.
2- BUFFER SPACE TABLE IS BASED ON THE BRAKING DISTANCE PORTION OF STOPPING 0113HT DISTANCE
FOR WET AND LEVEL PAVEMENTS.
3- USE OF STOPPING SIGHT DISTANCE IN TRAFFIC CONTROL PLAN APPLICATIONS INCLUDES PROVIDING
SIGHT DISTANCE FOR TRAFFIC APPROACHING A LANE: CLOSURE. PROVIDE 2-LANE, 2-WAY ROADWAYS
STOPPING SIGHT DISTANCE TO THE FLAGGER. FOR LANE CLOSURES ON MULTILANE ROADWAY$ PROVIDE
STOPPING SIGHT DISTANCE TO THE BEGINNING OF THE LANE CLOSURE MERGE TAPER, OR FLASHING
ARROW BOARD. EXTEND LANE CLOSURES AT THE BUFFER SPACE SUCH THAT STOPPING SIGHT DISTANCE
IS PROVIDED.
4- USE OF MINIMUM PASSING SIGHT DISTANCE TABLE IN TRAFFIC CONTROL PLAN APPLICATIONS
INCLUDES PROVIDING SIGHT DISTANCE REQUIREMEENTS FOR PLACEMENT OF PAVEMENT MARKING
PASSI Not No -PASSING ZONES FOR 2-LANE, 2-WAY ROADWAYS.
EXAMPLE OF "L" & "W" DESIGNATIONS
SHLD.
NNW
SHLD.
L
TAPER LENGTH CRITERIA FOR
CHANNELIZING DEVICES IN WORK ZONES
TYPES OF TAPERS TAPER LENGTH
UP&1'FiEAM TAPER
WE'RGING TAPER ... ....L MINIMUM
SHIFTING TAPER ....Y¢ L MINLMM
SMEDI1LOff1 TAPER ................................ ........... L MINIMUM
TWO-WAY TRAFFIC TAPER......... ................. 60 - 100_ MET MaDOMM
DOWNSTREAM TAPER ................. :...............
,...-..,..Ida FEET N,AxxxuY
DO NOT INTRODUCE A MERGING OR SHIFTING
TAPER WITHIN A CURVE OF THE ROAEWAY
QUICK REFERENCE - "I." DISTANCE TABLE
W(M LONGITUDIMAL DISTANCE "L" (FEET)
(ROUNDED VALUES)
MTWD LATERAL. WIDTH „W" (FEET)
((MMPH) 1 2 7 A S G 7 a D TD 11 12
20 10 Is 20 30- as 40 50 as DO 70 TB. DO
iiE:
80 15 30 45 _ RO 1 75 Go 105 1 120 135 150 165 1 100
I 40 I 30 -1 NE; I to I 71D I 135 j 100 I 100 I 06 I 240 I 270 I gas I S20 1
MO I 5a I ADD I 160 I 2D0 I 250 I 300 J 350 I 401) I 450 I BOO I 560 I ON 1
BO
Bi1
120
1$0
240
SAG
380
420
490
640
BDO
B�
720
a ;
Ra
130
1ss
ado'
sea
liaeb,
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ago
eas
`a1 .
ari
TO
70
TAO
210
2Ba
350
420
40D
sea
-830
700
T70
840
GENERAL NOTES
1- TABLE FOR "L" DISTANCE IS BASED ON CHANNELIZATION TAPER FORMULA FROM THE MUTCO.
WHERE:
SPEED LIMIT FORMULA
40 MPH OR LESS Lod W_x 82
60
45 MPH OR CHEATER LRIM= W x S
L = MINIMUM TAPER LENGTH IN FEET (LONGITUDINAL DISTANCE)
w d WIDTH OF OFFSET IN FEET (LATERAL DISTANCE)
S = POSTED SPEED LIMIT, OR OFF-PEAK 85 PERCENTILE SPEED IN MPH PRIOR TO WORK STARTING,
OR THE ANTICIPATED OPERATING SPEED IN MPH
2- "L" DISTANCE IS FOR APPLICATION WITH CHANNELIZING DEVICE AND PAVEMENT NARKING TAPERS
AND TRANSITIONS, CRANNELT2ING DEVICES INCLUDE DRUMS, CONES, TUBULAR MARKERS,
BARRICADES, RAISED, ASPHALT ISLANDS, AND VERTICAL PANELS.
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NO. T NO 2
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GENERA NO' ES
1 I= 1.
'
1- IF NECESSARY USE THIS RSD. FOR ONE-WAY CITY TYPE STREETS WHERE SIGNS MAY BE
MOUNTED ON BOTH SIDES OF THE ROADWAY.
7- POSITION THE TMAG TO MAINTAIN A ROLL -AHEAD DISTANCE A3 RECOMMENDED BY THE
MANUFACTURER AND CONTINUOUSLY ADVANCE TMAS AS WORK PROGRESSES.
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2 WITHINFTHEHTAPPERIF�SHOULDERSOFDO MEETRTHEAREQUIIREMENTSEFOR
LE DIRECTED
MESSAGE USN ((CIL13yy ON THE OUTSIDE OF THE TRAVELWAY UNLESS�
9. OTHERWISE BYYTTHE ENGGINEERg PLACE CMS APPROXIMATELY 1 MILE IN ADVANCE OF THE FIRST
J v
C] v.
NOT EXIST. STOPPING
SIGHT DISTANCE AT THE FAB LOCATION. IF NEEDED EXTEND LANE CLOSURES AT THE
BUFFER SPACE SUCH THAT STOPPING SIGHT DI3TANU TO THE FAB IS MET (SEE RSD.
W200.5 SIGNS. IF TRAFFIC BACKS UP TO WHERE THE CMS IS INITIALLY PLACED RELOCATE CMS
1 ff2EMILEIN ADVANCE
OF 1N2 CIPATI�DJ BACKUP. MONITOR RAFFIC�ANNDLPWHEN NECESSARY,
IL n
d
1101..11, SHEET 2)..
MOV
W O
S- PLACE DRUMS IN TAPERS AT THE MAXIMUM SPACING EQUAL IN FEEL TO THE POSTED SPEED,
LIMIT. PLACE DRUMS ALONG THE WORK AREA AT THE MAXIMUM SPACING EQUAL IN FEET TO
9- DO NOT EXGEED A 2 MILE LANE CLOSURE LENGTH LEGEND
UNLESS OTHERWISE SHOYEEI IN THE TMP OR AS
L11
~ C3
2 TIMES THE POSTED SPEED LIMIT.
DIRECTED BY THE ENGINEER. FLASHING ARROW BOARD
N"4
4- REFER TO RSD. 1101.11, SHEETS 1, 2, 1k4, FOR "L" DISTANCE, BUFFER SPACE, AND
FLASHING ARROW BOARD
"CAUTION
N
SIGN SPACING.
(De"X48" MIN.), MODE"
6- REFER TO RED. 1101.02, SHEETS 9 & 10, FOR TREATMENT OF LANE CLOSURES THOU
r= TRUCK MOUNTED ATTENUATOR(TMA)
INTERCHANGES.
DC> CHANOEABLE MESSAGE SION (CMS)
3- INSTALL LANE CLOSURES WITH THE TRAFFIC FLOW BEGINNING WITH DEVICES ON THE UPSTREAM w DRUM
SIDE OF TRAFFIC. REMOVE LANE CLOSURES AGAINST THE TRAFFIC.FLOW, BEGINNING WITH 10 PORTABLE SIGN
SHEET 3 OF 14
DEVICES ON THE DOWNSTREAM SIDE OF TRAFFIC.
M► DIRECTION OF TRAFFIC FLOW
1101.02
North Carolina COA
License No. : F-1316
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DATE
{03/14/2019
DRAWN
I D W
J
DESIGNED
I DJW
CHECKED
IFC
PROJECT #
I SLND18001
SHEET TITLE
NCDOT DETAILS
SHEET NUMBER
C-600

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EXISTING R/W
115'
SEE NOTE 3
WIDTH VARIES --
EX. SLOPE VARIES 2%
TACK COAT
(SEE NCDOT SPECI
NOTES:
1. CURB LOCATIONS ON STATE ROADS TO BE DETERMINED
R/W BY TOWN ENGINEER.
2. ALL WORK TO BE DONE ON EXISTING NCDOT
MAINTAINED STREETS SHALL REQUIRE NCDOT
ENCROACHMENT/ACCESS APPLICATIONS SUBMITTED TO
THE TOWN ENGINEER.
3. CLEAN CUT 1' INSIDE OF EXISTING PAVEMENT BEFORE
INSTALLING NEW PAVEMENT SECTION. BITUMINOUS
CONCRETE BASE COURSE, TYPE SHALL BE USED IN
WIDENING STRIPS LESS THAN FIVE (5) FEET IN WIDTH,
4. ALL PAVING ACTIVITIES SHALL FOLLOW THE NCDOT
APPROVED PAVING SCHEDULE
GRASSED SHOULDER -j 2:1 CUT MAX.
3:1 FILL MAX.
SURFACE COURSE
2" S9.56
TERMEDIATE COURSE
3" 119,013
NSE COURSE
6" 1325.00 BASE COURSE MUST BE IN TWO (2) LIFTS AT 3" EACH.
Z SUBGRADE
100 % COMPACTED SUBGRADE (SEE NCDOT REQUIREMENTS)
TYPICAL PAVEMENT SECTION
PLAN VIEW OF TREE PROTECTION
ONEPOOTFOR EACH IN
OF TRUNK DIAMETER 01
1P HEIGHT OF TREE -
WHICHEVER IS GREATS
TREE PROTECTION BARRIERS TO HE
M MIN. STANDARDS AND EITHERIYA
RAILS (3 PER SIDE) OR ORANGE
SAFETY FENCING AROUND PERINIETEI
NOTES:
1. REMOVE ALL TREE.PROTECTiON BARRIERS UPON COMPLETION OF PROJECT.
2: PLANTING PLANS ,09GRADINOPLANS SHALL INDICATE LOCATIONS OFALL
TREE PROTECTION FOR INDIVIDUAL AND/OR CLUSTERS OF TREES To BE
PROTECTED,
TOWN OF
f-3-� NC HWY 24/27 RIGHT TURN LANE MIDLAND, NC
C600 SCALE:
1 6'-0" 12' - 15' 12'-15' 6'-0"
SHOULDER SHOULDER
24 MA)( 2°/u SLOPE Al.LSO E 2% LS 6PE 2
PRIVATE DRIVE TYPICAL SECTION
N.T.S
TACK COAT
(SEE NCDOT
SPECIFICATIONS)
SURFACE COURSE
1 1 /2" S9.5C
TERMEDIATE COURSE
2 1 /2" 119.00
\SE COURSE
6" B25.00 BASE COURSE MUST BE IN TWO (2) LIFTS AT 3" EACH.
SUBGRADE
100% COMPACTED SUBGRADE (SEE NCDOT REQUIREMENTS)
TYPICAL PAVEMENT SECTION
NOTES:
1. ALL WORK TO BE DONE ON EXISTING
NCDOT MAINTAINED STREETS SHALL
REQUIRE NCDOT ENCROACHMENT/ACCESS
APPLICATIONS SUBMITTED TO THE TOWN,
ENGINEER.
OFFICE PARKING LOT AND PRIVATE DRIVES 2. THE NCOICT APPROVED SHALL
SCHEEDULE.
C-601 I SCALE
60' R/W (MINIMUM) RI'N
R W 30' (MIN) 30' (MIN)
w--•--••-13'-0- (MIAs.) 13'-6" 13'-0" - 13'-0" (MIN.
1' 0 5'-a" •. 0"-... 2'-6^ 11'-a^ 11'-a" 2'_6" $ 0 •" a"-«'. ,,".-1' q„
(MIN.) (MIN.) (MIN.) (MIN.) (MIN.)
1/4"/ FT. SLOPE 3/8" PER FT. 1/4"/ FT.
2:1 CUT MAX. ,., : Ar,.. -- + r 0. - 2:1 CUT MAX.
3:1 FILL MAX. 3:1 SILL MAX.
USING 2'-6" CURS AND GUTTER -
SEE TYPICAL PAVEMENT SECTION DETAIL NOTES;
1. AN ALTERNATIVE PAVEMENT DESIGN MAY BE REQUIRED
BASED ON SPECIFIC TRAFFIC PARAMETERS.
2. ALL DIMENSIONS NOTED AS MINIMUMS ARE SUBJECT TO
STANDARDS REQUIRED BY ARTICLES 13 AND 16 OF THE
MIDLAND DEVELOPMENT ORDINANCE.
SURFACE COURSE
1 " SF9.5A
TACK COAT FINAL LIFT TO BE APPLIED AFTER 759 DEVELOPMENT OCCUPANCY OR
(SEE SECTION 1.E.4)
KEY
1 YEAR FROM INTERMEDIATE COURSE PLACEMENT (WHICHEVER OCCURS FIRST).
INTERMEDIATE COURSE
R1 2'-6" CURB AND GUTTER
1 1/2" 59.5B, SF9.5A
4^ CONCRETE SIDEWALK
BASE COURSE
8" COMPACTED AGGREGATE BASE COURSE, OR 4" BCBC TYPE 825.08
SHOULD ENTIRE DEVELOPMENT HAVE A CBR.OF 6 OR GREATER, THEN AN
ALTERNATIVE BASE COURSE PAVEMENT DESIGN MAY BE SUBMITTED TO THE
CITY ENGINEER FOR APPROVAL.
�--SUBGRADE
COMPACT SUBGRADE TO AASHTQ STANDARDS AND SPECIFICATIONS
TYPICAL. MINIMUM PAVEMENT SECTION
TOWN OF
MIDLAND, NC
STREET SECTION
60' RIGHT -OE ---WAY
TREE PROTECTION BARRIER
EXPANSION JOINT FOR
CONCRETE DRIVES
FLARED ENO
SECTION & A15' DIX RCP MIN.
RA - -
SLOPE
NOTES:.
1. FOR SINGLE FAMILY OR TWO FAMILY
USE ONLY.
2. ASPHALT DRIVES ARE PREFERRED,
CONCRETE WILL BE ALLOWED. IF
CONRETE DRIVE IS USED, AN
EXPANSION JOINT SHALL BE PROVIDED
AT THE PROPERTY LINE OR BACK OF
FUTURE SIDEWALK LINE - WHICHEVER
IS FURTHER. FROM. THE STREET.
3 GRADE PROFILE SHALL BE DESIGNED
TO PROPERLY TIE IN WITH .THE
UTLIMATE WIDENING. OF THE STREET.
4. DRIVEWAY PROFILE SHALL 'FALL @1/4"
PER FOOT FROM EDGE OF PAVEMENT
TO CE OF ROADSIDE DITCH. PIPE SHALL
BE PLACED TO HAVE 12" OF
CLEARANCE BELOW FINISHED PAVEMENT
AT THIS POINT.
STD
5.01
PLAN
NO CURB & GUTTER ON STREET
FLARED END SECTION & DITCH LINE
PAD OR YARD INLET
EXISTING EDGE
OF PAVEMENT
FUTURE CURB LINE
EXISTING EDGE OF
PAVEMENT
1/4;;/FT SLOPE
12" MIN. FUTURE, PROFILE MUST
MEET ACCEPTABLE
TI STANDARDS.
15" DIA. RCP MIN.
SECTION
NO SCALE
W KIND
PROTECTION
SCALE
112'E
;PANSION JCINF
5--0 1�'"8" `"`�"�
(�'��
1a��18'•9"
--�{
1I2
g
v
A .e 'GRooYE,rDINT
ACE OF CURB PLAN
'A' VARIES (4'4!" MIN) SEE NOTE BELOW
GROOVE JOINT per- f12 A
6"-7"VARIApLE^\ f SLOPE 1/4 PER FEET
PAVEMENT �,
IF'A' IS GREATER THAN V ADDITIONAL GROOVE JOINT
u SHALL BE REQUIRED AT 112W
SECTION A A
TWO 112WTHICK PIECES BITUMINOUS .FI®ERREQUIRED
IF SUBBASE 18 CONCRETE. MUST BE SEALED WITH
APPROVED JOINTSEALER.
GENERAL NOTES:
.1. A GROOVE. JOINT V DEEP WITH 1Y.T' RADII SHALL BE REQUIRED IN THE CONCRETE
SIDEWALK AT IT INTERVALS, ONE 1W EXPANSION JOINT WILL BE REQUIRED AT4V
IMERVALS, A 1/2' EXPANSION JOINT WILL BE REQUIRED WHERE THE SIDEWALK JOINS
ANY RIGID STRUCTURE.
2, ALL CONCRETE TORE 3800 P.S:I. COMPRESSIVE STTRFJNGTYX.
8. SEE STANDARD 10.22 FORDETAIL OF EXPANSION JOINT AND GROOVE JOINT.
4, SEE STANDARD 10.26 FOR DETAIL OF DRIVEWAY,
5, MONOLITHIC CURB AND SIDEWALK TO BE CONSTRUCTED ONLY WHEN REPLACING GRANITE
CURB OR AT LOCATIONS APPROVED BY THE APPROPRIATE COUNTY ENGINEER.
MI TO N WN OFNC MONOLITHIC CURB AND SIDEWALK STD
ACCESSIBLE PARKING REQUIREMENTS
TOTAL PARKING SPACES
MINIMUM NUMBER
MINIMUM NUMBEROF
PROVIDED
OF ACCESSIBLE SPACES
ACCESSIBLE SPACES REQUIRED
SPACES; REQUIRED
TO BE VAN AOOESSIBLE
1 TO 25
1
1
28 TO 50
2
1
51 TO 75
3
1
78 TG.100
4
1
1(31 TO 150
9
1
T81 TO 206
8
1
201 TO 300
7
1
301 TO400
8
1
401 TO b00
9
2
5df TO 101)0
2%OF TOTAL
1 IN EVERY8
- ACCESSIBLE SPACES
1001 AND OVER
20 PLUS 1 FOR
1 IN EVERY 8
EACH 100 OVER 1000
I
ACCESSIBLE SPACES
I
---j
SECTION 4.12 (5) OF THE AMERICANS WITH DISABILITIES ACT (ADA}
SEE 4.1,2,(5) (d) FOR MEDICAL. CARE FACILITIES
NOTES:
1, ALL 12'x18W ACCESSIBLE SIGNS (R7-og & R7-1) SHALL REMOUNTED AT 7 FEET FROM
GRADETO BOTTC7M EDGE OF SIGN FACE(MUTCD). MOUNTING HEIGHT CAN BE REDUCED TO
5 FEET IF PLACED IN AN AREA BETWEEN SIDEWALK AND BUILDING FACE IN WHICH
PEDE44MAN$ ARE NOT EXPECTED TO USE.
S. REFER TO MANUAL ON UNI FORM TRAFFIC CONTROL DEMOES, (MUTCD)
U.S. DEPARTMENT OF TRANSPORTATION AND NORTH CAROLINA
&WRTMENT OF TRANSPORTATION SUPPLEMENT.
S. IF ACCESSIBLE ROUTE IS A RAISED SIDEWALK AREA, THEN
RAMPS ARE REQUIRED AT LOADINi32ANE AREA.
EXPANSION JOINT
ACCESSIBLE ROUTE
C) (SEE NOTE 3)
001 pm
" ,val
0' L
VAIN
I
SPACE
ONE OUT OF EVERY EIGHT {8)ACCESSIBLE SPACES, BUT
NOT' LESS THAN ONE; IS REQUIRED TO BE VAN ACCESSIBLE.
PARKING SPACE PAVEMENT MARKINGS
VAN R7-ft IMUTCD RESERVED
ACGESt41BLE 12'x8' ! PARKING PARKING
R7-1
12xiV MUTCD
oisweLEk) R7--�
PARESERVED PASSENGER
PARKING MUTCD
R7-8a LOAOINo
12'x18" oNLV
REQUIREDACCESSIBLE MADCIMUiVI R7.90
xW
RESERVED PARKING SIGN frENAL7Y 12"
$ 260
MAXIMl1M R7BD
PENALTIl 12'xV .
REVISIONS TOWN OF ACCESSIBLE PARKING STD
TOWN OF DRIVEWAY STD NO DATE BY COMMENT MIDLAND, NC AND SIGNAGE 2.11
MIDLAND, NC DITCH SECTION STREET 4.03
RECOMMENDED MINIMUM COMPACT
dL
PARKING ANGLE 90'
(TWO WAY OPERATION ONLY)
1$4' 2804)' 18'4r 18'-W 23'-0" 00 10'7D' 21'4r f$•0' 1. FOR ACCESSIBLE PARKING
STANDARDWSIONAGIE SEE
ADDITIONAL STANDARDS.
2. PAVEMENT MARKINGS SHALL BE
4' WHITE PAINT.
a S. ALTERNATIVE PARKING ANGLES,
PARKING ANGLE 60' AISLE WS, AND OPERATION
(TWO-WAY AY ANGLED PARKING OR
(ONE WAY OPERATION ONLY) u, I � c� _ W REVERSE -ANGLE PARKING) WILL.
CASE-BYICASE BASIS
201-W 16101 18'-' W-0' 161-V 18'-8" 151-M 141-M 1-V&
N
>'s
PARKING ANGLE 450
(ONE WAY OPERATION ONLY)
191- W-V 161-W 17'4r 12'-0' 16'-0' W4r 12'4r 1TV-.
TOWN OF
MIDLAND, NC
PARKING; STANDARDS
STD
2.01
COMMENT
North Carolina COA
License No.: F-1316
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DATE
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DRAWN
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DESIGNED
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CHECKED
IFC
PROJECT #
I SLND18001
SHEET TITLE
SITE DETAILS
SHEET NUMBER
C-601

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LANDSCAPE PLAN DATA LEGEND
!' RIGHT OF WAY
INM -- 1 REQUIRED OPEN SPACE: 1.83 ACRES (7.5%) PROPERTY LINE
} 25: �IREHYOrP4NT _ _ _ _ _ _ — — — PROVIDED OPEN SPACE: 1.83 ACRES (7.5%a) ADJACENT PARCEL
—"`-�M��i
1
VIM REQUIRED TREE
�- WM .L_ �— \ \ --\---------- a —�� �— _ EASEMENT
VyM , } - — — — — �— L — — — — — — — — — — — ~ CONSERVATION AREA: 1.46 ACRES (6%) FACE OF CURB (FC)
--------------~----�-- PROVIDED TREE
—����� �� —��—�/ -------------------- CONSERVATION AREA- 1.46ACRES(6%) BACK OFCURB (BC)
EDGE OF PAVEMENT (EP)
CENTER LINE OF PAVEMENT
—� � — �-------J-----J-- 11 'J�� CONCRETE SIDEWALK
._,.._.....,... — ...-...._ — .-. — - SETBACK LINE
—�� f--�——� -- _-- �- !==----'— -- STORMWATER EASEMENT
SANITARY SEWER EASEMENT
" _.__ — — — — F s �. — — _._. .___-- .._..__._... _.__._....e_ ___.._._...... ._..-.,. LANDSCAPE BUFFER
X X FENCE
_r-f��J ��---------��— 1,4R1?,v ZZ,4CE SIGN
TREELINE
2/YGI/1/E- z
I/Y#5S24B8,2560DD
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LANDSCAPE GENERAL NOT
ES:
mot ,_,. — ._.. CONTRACTOR TO VERIFY' WITH OWNER AND UTILITY COMPANIES THE
, —
,� — — — LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION, TO DETERMINE
'mom' "'r �� -- _.— -- ^• � � � . � �'�� ~ Q � IN THE FIELD THE ACTUAL LOCATIONS AND ELEVATIONS OF ALL
EXISTING UTILITIES, WHETHER SHOWN ON THE PLANS OR NOT, THE
..... .......
� � .rl"r' r _ — — — — -- -� CONTRACTOR SHALL CALL UTILITY LOCATE SERVICE 72 HOURS PRIOR TO
nowa
-- -- -`
� .-- """' ' 40' O.C. CONSTRUCTION.
MIN.
'~ O k 2. CONTRACTOR SHALL EXAMINE FINISH SURFACE, GRADES, TOPSOIL
r HO rud-vifARE I STREET TREE (TYP,) QUALITY AND DEPTH. DO NOT START ANY WORK UNTIL UNSATISFACTORY
SETgAGIC 40 Q.C. 10'X70' SIGHT LENGTH ALONG R/W: 922 LF CONDITIONS HAVE BEEN CORRECTED. VERIFY LIMITS OF WORK BEFORE
-mmisTf IONAL STREET TREE (TYP.) MIN. I TRIANGLES STREET TREES REQ.: 24 STARTING.
STREET TREES PROV.:17
I 3. CONTRACTOR TO REPORT ALL DAMAGES TO EXISTING CONDITIONS AND
y, M INCONSISTENCIES WITH PLANS TO LANDSCAPE ARCHITECT.
SCREENING FOR 5' CONCRETE
e M/E/P EQUIPMENT SIDEWALK z o I n 4. ALL PLANT MASSES TO BE CONTAINED WITHIN A 4" LAYER MULCH BED,
UNLESS NOTED OTHERWISE.
EXISTING TREES TO MEET 5. BED EDGE TO BE NO LESS THAN 12" AND NO MORE THAN 18" FROM
STREET TREE REQUIREMENTS Q ° ° o , • � — OUTER EDGE OF PLANT MATERIAL BRANCHING. WHERE GROUND -COVER
(7 TREES AT 285 LF) ° 4 OCCURS, PLANT TO LIMITS OF AREA AS SHOWN.
O 1
\ STREET TREE (TYp.) � STREET TREE (TYP.)
6. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN ALL LANDSCAPE
° a LENGTH ALONG R/W: 632 LF LENGTH ALONG R/W: 598 LF , BEDS AND ALL LAWN AREAS.
° STREET TREES REQ.: 16 STREET TREES REQ.: 15 —
° ° ° STREET TREES PROV.:14 STREET TREES PROV.:14 �— 7. CONTRACTOR TO FINE GRADE AND ROCK -HOUND ALL TURF AREAS PRIOR
PROP. BUILDING TO SEEDING, TO PROVIDE A SMOOTH AND CONTINUAL SURFACE, FREE
n OF IRREGULARITIES (BUMPS OR DEPRESSIONS) & EXTRANEOUS
MATERIAL OR DEBRIS.
I
7' MONOLITHIC Q
} UANTITIES SHOWN ARE INTENDED TO ASSIST CONTRACTOR IN
� 8.
SIDEWALK a �� EVALUATING THEIR OWN TAKE OFFS AND ARE NOT GUARANTEED AS
ACCURATE REPRESENTATIONS OF REQUIRED MATERIALS. THE
1-3 CONTRACTOR SHALL BE RESPONSIBLE FOR HIS BID QUANTITIES AS
•. r .^- -- 4 } REQUIRED BY THE PLANS AND SPECIFICATIONS. IF THERE IS A
DISCREPANCY BETWEEN THE NUMBER LABELED ON THE PLANT LEGEND
° AND THE QUANTITY OF GRAPHIC SYMBOLS SHOWN, THE GREATER
PRIVATE DRIVE I QUANTITY SHALL GOVERN.
TREE ISLAND TREE ISLAND } (215 SF) (215 SF) 9. COORDINATE LANDSCAPE INSTALLATION WITH INSTALLATION OF
UNDERGROUND SPRINKLER AND DRAINAGE SYSTEMS.
o Q (D 1 _ _ r _ � . . 10. LANDSCAPE MAINTENANCE PERIOD BEGINS IMMEDIATELY AFTER THE
NOTE: ANY FUTURE IMPROVEMENTS TO { COMPLETION OF ALL PLANTING OPERATIONS AND WRITTEN ACCEPTANCE
FROM FROM THE OWNER AND LANDSCAPE ARCHITECT. MAINTAIN TREES,
THIS PARCEL WILL HAVE ACCESS FROM 1 SHRUBS, LAWNS AND OTHER PLANTS AS PER THE SPECIFICATIONS.
ASPHALT PARKING LOT W/ PRIVATE DRIVE. ADDITIONAL ACCESS LANDSCAPE MAINTENANCE IS THE LANDSCAPING CONTRACTORS
- TYPE D BUFFER YARD TO HWY 24/27 WILL NOT BE ALLOWED, RESPONSIBILITY UNTIL FINAL ACCEPTANCE BY THE OWNER.
(VUA =8,270 SF.) 03
BUFFER TREES REQ.: 3 X �� 11. CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ALL PLANT
Q� ! BUFFER SHRUBS REQ: 28 rn
m 1 30' STREAM BUFFER
MATERIAL SUBSTITUTIONS FROM THE LANDSCAPE ARCHITECT PRIOR TO
p�0 FF VUA TREES REQ: 6 ` ° , } INSTALLATION. PLANT SUBSTITUTIONS WITHOUT PRIOR WRITTEN
EXISTING TREES TO MEET THE REQUIREMENTS FOR P�v VUA SHRUBS REQ: 24 ! 70
p ' APPROVAL THAT DO NOT COMPLY WITH THE DRAWINGS AND
OPEN SPACE, TREE CONSERVATION AREAS AND THE i SPECIFICATIONS MAY BE REJECTED BY THE LANDSCAPE ARCHITECT AT
TYPE A BUFFER. © a NO COST TO THE OWNER. THESE ITEMS MAY BE REQUIRED TO BE
` REPLACED WITH PLANT MATERIALS THAT ARE IN COMPLIANCE WITH THE
I � 5' CONCRETE DRAWINGS. � �
WALK 12. CONTRACTOR SHALL BE RESPONSIBLE TO SECURE ALL PLANT MATERIAL
1 IN THE SIZE SPECIFIED ON PLAN PRIOR TO INSTALLATION. IN THE
EVENT THE PLANT MATERIAL IS NOT AVAILABLE IN THE SIZE SPECIFIED,
THE CONTRACTOR SHALL INSTALL LARGER AT THEIR COST.
` l 1 13. REMOVE EXISTING WEEDS FROM PROJECT SITE PRIOR TO THE ADDITION
ti OF ORGANIC AMENDMENTS AND FERTILIZER. APPLY AMENDMENTS AND
FERTILIZER AS NEEDED.
PROP. BUILDING 14. BACKFILL MATERIAL FOR TREE AND SHRUB PLANTING SHALL CONTAIN:
I i ONE PART FINE GRADE COMPOST TO ONE PART TOPSOIL BY VOLUME,
` \ I, B/'EEPf'iOf'Ei?TIESLLC BONEMEAL PER MANUFACTURER'S RECOMMENDATION, AND SLOW
\ zodrI7' RELEASE FERTILIZER PER MANUFACTURER'S RECOMMENDATION.
l�B13D2�PGD.�ID 15. PRIOR TO MOBILIZATION THE CONTRACTOR SHALL NOTIFY THE
tITTL�"PRCPElfTIES/lIIID141V.0ZLC -� Z(%!yE!% l/l7� LANDSCAPE ARCHITECT, IN WRITING, IF HE/SHE BELIEVES ANY OF THE
PLANT MATERIAL IDENTIFIED ON THE PLAN MAY NOT BE SUITABLE FOR
PINY#55476IBD9DDDD THE SITE OR MAY DIE. SUBSTITUTION REQUESTS WILL BE GRANTED BY
4872.3�{PGDD81 * THE LANDSCAPE ARCHITECT PRIOR TO THE START OF CONSTRUCTION
ZO/YEIl Ol I ACTIVITIES. IF NOTIFICATION IS NOT GIVEN TO THE LANDSCAPE
ARCHITECT ALL PLANTING WHICH FAILS TO GROW (EXCEPT FOR DEFECTS
RESULTING FROM LACK OF ADEQUATE MAINTENANCE AS.DETERMINED BY
L — — THE OWNER, NEGLECT OR VANDALISM) SHALL BE REPLACED BY THE
CONTRACTOR AT THE CONTRACTOR'S EXPENSE.
16. THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE
1 ARCHITECT IN WRITING, WHEN CONDITIONS DETRIMENTAL TO PLANT
SOIL,GROWTH ARE ENCOUNTERED, SUCH AS RUBBLE FILL, POOR PLANTING
ADVERSE DRAINAGE CONDITIONS, OR OBSTRUCTIONS, PRIOR TO
PLANTING.
DUMPST17. CONTRACTOR SHALL INSTALL ALL PLANT MATERIAL IN SIZE AS
ENCLOSURE ER INDICATED IN THE PLANT SCHEDULE UNLESS OTHERWISE SPECIFIED ON
ENCLOSURE THE PLAN SET. ALL SIZES AND QUALITY OF PLANT MATERIAL SHALL
MEET THE MINIMUM SPECIFICATIONS OF THE AMERICAN STANDARD FOR
\ ♦ NURSERY STOCK. ALL PLANTS THAT DO NOT MEET THE SIZE AND
l SPECIFICATIONS SET FORTH BY THE AMERICAN STANDARD FOR NURSERY
1 STOCK WILL BE REJECTED BY LANDSCAPE ARCHITECT AT NO COST TO
OWNER.
a
PLANT SCHEDULE �. � � —. _.� .—...- —�.
(A
QUANTITY COMMON NAME BOTANICAL NAME CALIPER / CONTAINER SIZE TYPE SPACING
24 - -AUTUMN SPLENDOR MAPLE ACER SACCHARUM 'AUTUMN SPLENDOR` 2" CAL. 12'•`14' HT. MIN. B&B A5 SHOWN .;
3 HERITAGE RIVER BIRCH@ BETULA NIGRA 'CULLY' 2" CAL. 12'-14' HT. MIN. B&B AS SHOWN
6 - WILLOW OAK QUERCUS PHELLOS 2" CAL. 12'-14' HT. MIN. B&B AS SHOWN PROP. BASIN l ,
23 ---- SHUMARD RED OAK QUERCUS SHUMARDII 2" CAL, 12'-14' HT. MIN. B&B AS SHOWN /
33 Q -- SNOWCAP INDIAN HAWTHORN RHAPHIOLEPIS X DELACOURII 'CORLEYSCOURII' 3 GAL. MIN. 18" HT. MIN. CONTAINER 5'-0" O.C.
_ , „ ,1
13 4---- DWARF YAUPON HOLLY ILEX VOMITORIA CONDEAUX 3 GAL. MIN. 18 HT. MIN. CONTAINER 5 -0 O.C. � J
20 Q-- GOLDEN EUNOYMUS EUONYMUS JAPONICUS 'AUREO-MARGINATUS' 3 GAL. MIN. 18" HT. MIN. CONTAINER 5'-0" O.C. /
*SUBSTITUTIONS SHALL BE PERMITTED ONLY WITH NOTIFICATION AND WRITTEN APPROVAL FROM THE TOWN OF MIDLAND, LANDSCAPE CONTRACTOR OR GENERAL CONTRACTOR IS RESPONSIBLE FOR
OBTAINING APPROVAL FROM THE TOWN PLANNING & ZONING DEPARTMENT. SUBSTITUTED MATERIAL SHALL BE EQUIVALENT OR GREATER IN SIZE THAN THE SPECIFIED PLANT. SUBSTITUTED PLANTS
SHALL HAVE THE SAME ESSENTIAL CHARACTERISTICS AND GROWTH HABIT OF THE SPECIFIED PLANT. SUBSTITUTED SHRUBS AND TREES SHALL BE FROM THE APPROVED PLANT SPECIES LIST IN THE
"APPROVED PLANT SPECIES" MATRIX IN THE CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL.
North Carolina CO►A
License No.: F-1316
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DATE 103/14/2019
DRAWN f DJW
DESIGNED DJW
CHECKED IFC
PROJECT # I SLND18001
SHEET TITLE
LANDSCAPE PLAN
SHEET NUMBER
L-100