SW3190506_Plan_(Set)_20190820

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SEALAND OFFICE
CONSTRUCTION DOCUMENTS
501 NC HWY 24/27 W
TOWN OF MIDLAND, CABARRUS COUNTY, NORTH CAROLINA
DEVELOPER:
SEALAND CONTRACTORS CORP.
VINCENT DIPROSPERO
704-522-1102
VJ D@SEALANDCONTRACTORS. COM
1708 N CALDWELL STREET
CHARLOTTE, NC 28206
DESIGN ENGINEER:
FRANK CANTRELL, PE
704-927-9700
FRANK. [e-mail]
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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LITTLEPROPFRTIES/MIDLAND LLC
PIN 055247618090000
DB 7234 PG 0081
ZONED.•OI
BREE PROPERTIES
PIN #55248739281
DB 13024 PG 03.
ZONED.•IND
OVERALL PROJECT PLAN
SCALE: 1 "=z00'
N
0 100 200 400
1 INCH = 200 FEET
TOWN OF MIDLAND, CABARRUS COUNTY, NC N
VICINITY MAP
NOT TO SCALE
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-301
UTILITY DETAILS
C-400
GRADING PLAN & EROSION CONTROL PHASE 3
(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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DATE
103/14/2019
DRAWN
DJW
DESIGNED
I DJW
CHECKED
IFC
PROJECT #
ISLND18001
SHEET TITLE
COVER SHEET
SHEET NUMBER
C-100
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TREE PROTECTION FENCE , ` ,� X RRY kyrt-LACE ENGINES
(SEE DETAIL 5.01 SHEET C-601) ` \ - )DIN'#S5z488ZS00D0o
TREES TO BE \ ` o l DB 5620 FfG 0175\
CLEARED \ Z6NED.•GC
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_.. .. -.-_ ,% DA BASIN: 4:P2 ACRES
`' � \ DISTURBr=D AREA: 1 96 ACRES ul
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TREES TO BE , \ a
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LITTLEPROPER TIES/MIDLAND GLC \ \ SILT` FENCE \ \ 5
PIN #55247618090000 l (SSE DETAIL,7 SHEET c-zoz)\ 12" SLOPE DRAIN
DB 7234 PG 0081 `
j (SEE DETAIL 4 SHEET C-203)
�v �INV. IN=676.35
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1 LIMITS OF DISTURBANCE %\ �6s3,85 \ 678.15 X� TOP OF BERM=682'.00
676.35 68�iP BASIN#1
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PIN #4 ?48739, 80000
DB 13024 PG 0310
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PROTECTION 1 � '• -
�` BAFFLES
' ZON ,IND ,, INLET f?ROT `\
(SEE DETAIL.2 SHEET C 203) a `� X
AZ >C (SEE DETAIL 3.SHEET C-202)""
INLET PROTECTION \'
(SEE DETAIL 2 SHEET C-203) \ \
INV.TIV=692.26 1 u,
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3, 1;5"'SKIMMER, WITH 1 ° X
DA BASIN: 3.03 ACRE
ORIFICE'"
1� S •, BASIN �k2 �, � .o � � � � ��
DISTURBED AREA: 1.15 ACRES 1 (SEE pETAIL 11 N77 44 43.00 E199.88'
\ SHE'" C-202) 111
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12" SLOPE DRAIN
/\ (SEE DETAIL 1.5" SKIMMER WITH 1.2" ORIFICE
- 685 co l (SEE DETAIL 11 SHEET C-202)
L 4 SHEET C-2
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• INV. OUT-684.00
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INV IN-689 75
TOP _ OF BERM=705A0
✓' �� EP 10 �oCA41
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EMERGENC,��
BAFFLES
(SEE DETAIL 3 SHEET CW202)
SPILLWAY,
ELEV 7B 6 50
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(SEE DETAIL 7 SHEET Cr 02)
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1 INCH 40 FEET
LEGEND
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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
TREE PROTECTION 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
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
CON-STRUC_TION SEQUENCE
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.
North Carolina COA
License No. : F-1316
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DATE 103/14/2019
DRAWN I DJW
DESIGNED I DJW
CHECKED IFC
PROJECT # I SLND18001
SHEET TITLE
EXISTING _._._.._._......__--
EXISTING CONDITIONS
AND EC PHASE 1
SHEET NUMBER
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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
PHASE 1 LIMITS
LIMITS OF DISTURBANCE.
XITEMS
TO BE REMOVED
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PROPOSED DEMOLITION -
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BUILDING AND CONCRETE
---------------
ffffmPROPOSED
DEMOLITION -
VEGETATION TO BE CLEARED
gm
SILT FENCE OUTLET
0
INLET PROTECTION
ROCK CHECK DAM
TOTAL AREA OF DISTURBANCE: 9.38 AC
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.
Carolina
COA
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DATE
103/14/2019
DRAWN
I DJW
DESIGNED
DJW
CHECKED
IFC
PROJECT #
I SLND18001
ISHEET TITLE
IEROSION CONTROL
PHASE 2
SHEET NUMBER
C-201

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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.
180D
VOLUME
(CU. FT.
REQUIRED
PER AC.
DISTURBED)
SURFACE
325
AREA
(SQ. FT. PER
REQUIRED
CFS Q10)
r1_10 SKIMMER
C-202 SCALE: NTS
IN
S,
AVERAGE - AF
WIDTH W i
* AREA OF BAS
SURFACE AT T
PRINCIPAL SPIT
PLAN VIEW
1'FREEBOARD W
INFLOW 6" MIN. INVERT ELEVATION
STRUCTURE OF EMERGENCY SPILLWAY
PRIMARY SPILLWAY (RISER) 24"
2' lull N. _0. - -
DEWATERING
ZONE
FILTER FABRIC
SEDIMENT
STORAGE ZONE
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)
EMBANKMENT
Z '�
H EMERGENCY
SPILLWAY
Cor Base ANTI -SEEP
1.5' x 3.0' x 3.0' 15" Outlet COLLAR
II�II
ENCLOSURE
__.ITER
ENTRY UNIT
BASIN 1
DRAINAGE
AREA
(ACRES)
DENUDED
AREA
(ACRES)
Q16
(d5)
BASIN VOLUME
BASIN SURFACE AREA
CLEANOUT
DEPTH (FT.)
H12
H
(FEET)
Z
(FEET)
L
(FEET)
T
(FEET)
W
(FEET)
SKIMMER
PIPE
DIAMETER
SKIMMER
ORIFICE
DIAMETER
REQUIRED
(CUBIC FT.)
PROVIDED
(CUBIC FT.)
REQUIRED
(SQ FT.)
PROVIDED
(SQ FT.)
PHASE 1
1.96
1.96
6.93
3,528
5,147
2,251
3,343
1.75
3-5
6
10 @
678.50
1.5
10
1.5"
1.2"
PHASE 2
1.75
1.75
6.18
3,150
8,987
2,010
5,588
1.75
3.5
5
686.50
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)
1`r$)
(CUBIC FT.)
(CUBIC FT.)
(SQ FT.)
(SQ FT.)
H12
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
1
68fi 50
1.5
10
2.0"
1.4"
10 TEMPORARY SKIMMER SEDIMENT BASIN
C-202 SCALE: NTS
Flow
NC £
Stream
�ha�tiei
washed stone
'dimeter of pipe or 120
whichaver (sgreater
Thoth
OIL
Goss R Evesll
Stone
Figure 6.70b T
e mW_ rary cullvert bIndilled 01h stone F9 CULVERT CROSSING DETAIL
G202 SCALE: NITS
-INLET ZONE 25%
OF SURFACE AREA
INLET ZONE 25%
OF SURFACE AREA
INLET ZONE 25%
OF SURFACE, AREA
OUTLET ZONE 25%
OF SURFACE AREA
I I
/ X
FLOW �
I � EaRrH e
/ ERM
I
4'-0" MAX. SPACING
{TYPICAL)
X�
�X X�
8' MAX.
STEEL POST
FILTER FABRIC
0.
-
11
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GENERAL NOTES:
1. DRIVE F 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 19.
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
ll FOR ADDITIONAL
SPECIFIATIONS.
6. 700glm' COIR BLANKET OR
EQUIVALENT SHALL BE UTILIZED.
OU �
T
ET ��rCy 5'STEELP
FL
8" X 6" TRENCH
BACKFILL AND COMPACT
FENCE AND FABRIC
BURIED IN TRENCH
STEEL POST
FILTER FABRIC
J FLOW
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I I I IIi1 II 111
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 5'-O" IN HEIGHTAND BE OF THE
2.
SELF -FASTENER ANGLE STEEL TYPE.
SHOULD THE FABRIC DECOMPOSE DR 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
SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS
ENVIRONMENTALLY SENSITIVE AREAS.
REACH APPROX.
6. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100FT OF FENCE.
HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS
REMAINING IN
7. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A
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 CONCENITJEDFLOW.
? 1
TEMPORARY SILT/ SEDIMENT FENCE
C-202 j
NISALE:
SEEDING
MIXTURE
80 Ibslacre of tail fescue
100 Ibslacre tali fescue
30 Ibslacre Sell lespedeza
Inscarified 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
15 Ibslacre hulled Bermuda grass
15 Ibslacre hulled Bermuda grass
DATES
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
Ibslacre limestone and 1000 Ibslacre 10-10-10
Ibslacre limestone and 1000 lbs/acre 10-10-10
AMENDMENTS
fertilizer.
fertilizer.
6 SEEDING SCHEDULE
C_202 SCALE:NTS
SEEDING
MIXTURE
40 Ibs/acre of German millet
80 Ibslacre of tall fescue
120 Ibslacre Rye (grain)
80 Ibslacre tall fescue
May 1 -Al 15
October 25 - December 30
SEEDING
Re -fertilize if growth is not fully adequate.
Between December 30 - February 15,
DATES
add 50 Ibslacre of annual Kobe lespedeza.
Apply 4000 Ibslacre straw or equivalent
Apply 4000 Ibslacre 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
lbslacre limestone and 750 Ibslacre 10-10-10
Ibslacre limestone and 750 Ibslacre 10-10-10 1
fertilizer.
fertilizer.
O SEEDING SCHEDULE SEASONAL
C-202 SCALE:NTS
DRAPE BAFFLE MATERIAL OVER WIRE STRAND INSTALL T-POST TO ANCHOR
BAFFLE TO SIDE OF BASIN AND
AND SECURE WITH PLASTIC TIES AT POSTS
AND ON WIRE EVERY 12" AND
TO VERTICAL POST
4' MAX' I
9 GAUGE MIN HIGH
TENSION WIRE STRAP
SHALL BE SECURED
TO POST TO SUPP0R1
BAFFLE MATERIAL
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SECURE 84TToM OF BAFFLE
BAFFLE MATERIAL TO GROUND WITH 12" STAPLES
AT212" MAXIMUM SPACING
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 1/4 THE BASIN LENGTH. n
2. TWO(2) COIR FIBER BAFFLES CAN BE ��kk
INSTALLED IN SILT BASINS AND DAMS
LESS THAN 20 FT. IN LENGTH WITH A
SPACING OF 1/3 THE BASIN LENGTH.
3. TOP HEIGHT OF COIR FIBER BAFFLES
SHALL NOT BE BELOW BASE OF EMERGENCY
SPILLWAY ELEVATION.
F3 COIR FIBER BAFFLE
2_202 SCALE: NTS
STEEL POST --�
WIRE FENCING -
(IF APPLICABLE
L,
WOVEN FILTER FABRIC-� ,
CLASS 1 OR 2 RIP -RAP
4' MAX.
%P
LE DEPTH
BAFFLE MATERIAL
i1- 111 I11=1II3IEAI
STEEL POST - 2'-O" DEPTH
BAFFLE MATERIAL SHALL BE SECURED
TO THE BOTTOM AND SIDES OF BASIN
USING 12" LANDSCAPE STAPLES
rSTEEL POST
TONE
OR #57)
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GENERAL NOTES: II
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.
MAINTENANCE NOTES:
1. FILTER OUTLETS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY OR HIS
AGENT IMMEDIATELY AFTER EACH RAINFALLAND 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
Z
EXISTING A71l 2
GROUND io
100' MIN.
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NOTES:
SOIL STABILIZATION FABRIC
UNDER 2-3" DIAMETER STONE
PUBLIC STREET
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.
CONSTRUCTION ENTRANCE
C-2O2 SCALE: NTS
1. RIPRAP SIZE TO BE CLASS B RIPRAP. ;Y
A MAXIMUM SPACING _ B
2. CHECK DAMS MAY BE USED IN SLOPING DITCHES +I
OR CHANNELS TO SLOW VELOCITY OR TO CREATE
SEDIMENT TRAPS. k c'
3. ENSURE THAT MAXIMUM SPACING BETWEEN DAMS PLACES THE A AND B ARE AT EQUAL ELEVATIONS
TOE OF THE UPSTREAM DAM AT THE SAME ELEVATION AS THE
DOWNSTREAM DAM (SEE DIAGRAM BELOW).
1'-6" MIN.
# 5 WASHED STONE
2
`.� ' J
CLASS B RIP RAP Y , , ,
o , I FLOW 2' MAX
AT CENTER
9" MIN. . I- ti. , ,,� I < I. q�., 1 l�I��. '
I I
,` TO 6 ,
4
FILTER CH .I�`� LOT'I
� a
"4 TEMPORARY ROCK CHECK DAM
C-202 I SCALE: NTS
North Carolina COA
License No.: F-1316
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DATE
103/14/2019
DRAWN
DJW
DESIGNED
I DJW
CHECKED
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PROJECT #
I SLND18001
SHEET TITLE
EROSION CONTROL
DETAILS
SHEET NUMBER
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1" REBAR FOR BAG
REMOVAL FROM INLET
FILTER BAG
DUMPLOOPS
CATCH BASIN
DEFLECTOR
)UTLET
SECTION INSTALLATION
NOTES
1. INLET MAINTENANCE SHALL BE DOCUMENTED IN PROJECT LOG BOOK.
2. FILTER TYPES SHALL BE APPROVED BY THE INSPECTOR PRIOR
TO INSTALLATION.
3. FILTER BAGS MAY BE REMOVED WHEN SITE IS STABILIZED AT
THE DIRECTION OF THE ENGINEER.
4. FILTER BAGS SHALL BE REMOVED PRIOR TO STREET ACCEPTANCE.
5. FILTER BAGS SHALL BE CLEANED OR REPLACED ON A REGULAR
BASIS (NOT BE MORE THAN HALF FULL AT ANY TIME).
6. FILTER BAGS SHALL NOT BE ALLOWED IN EXISTING TOWN OR NCDOT
ROADS.
6 CATCH BASIN INLET PROTECTION
C-203 SCALE:
NPDES Stormwater Discharge Permit for Construction Activities (NCGO')
NCDENRIDivision of Energy, Mineral and Land Resources
TIM
TABtIIaTlOf�l, EFRAMES
!e,, pp
I� �.;ihffi¢ctiva Ay9
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
Perimeter dikes, swales, ditches, slopes
7'days
None
High Quality Water (HQW) Zones
7 days
None
If slopes are 1.0' or less in length and are
Slopes steeper than 3.1
7 days
not steeper than 2:1, 14 days are allowed.
Slopes 3A or flatter 14 days
7 days for slopes greater than 60' in length.
u;; =
All other areas with slopes flatter than 4:1 14 days
None, except for perimeters and HOW Zones.
cJ STABILIZATION TIMEFRAMES
C-203 SCALE:
NATURAL GRADE
NOTE: LAYER OF FILTER FABRIC
MINIMUM H=213 PIPE DIAMETER
ELEVATION
T (THICKNESS)
APRON WIDTH AT PIPE OUTLET
(IF NEFDSD)
GENERALNOTES:
NOTES:
1.
UNIFORMLY GRADE A SHALLOW
1.
CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF APRON
DEPRESSION APPROACHING THE. INLET.
TO BE DESIGNED BY THE ENGINEER.
2.
DRIVE 5-FOOT STEEL POSTS 2 FEET INTO
2.
RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END
THE GROUND SURROUNDING THE INLET,
OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF
SPACE POSTS EVENLY AROUND THE
2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR
PERIMETER OF THE INLET, A MAXIMUM OF
CULVERT HEIGHT,
4 FEET APART.
3
THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE
3.
.SURROUND THE POSTS WITH WIRE MESH
SURFACE OF THE RECEIVING CHANNEL. THE AREA TO BE PAVED OR RIPRAPPED
HARDWARE CLOTH. SECURE THE WIRE
SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE
MESH TO THE STEEL POSTS AT THE TOP,
SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL. THE
MIDDLE, AND BOTTOM. PLACING A 2-FOOT
APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END.
FLAP OF THE WIRE MESH UNDER THE
4.
THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM
GRAVEL FOR ANCHORING IS
WIDTH OF THE RECEIVING CHANNEL. MAXIMUM TAPER TO RECEIVING CHANNEL 5:1
RECOMMENDED.
5.
ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER.
4.
PLACE CLEAN GRAVEL (NC DOT #5 OR #57
STONE) ON A 2:1 SLOPE WITH A HEIGHT
6
THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING
OF 16 INCHES AROUND THE WIRE, AND
CHANNEL SHALL NOT BE ALLOWED.
SMOOTH TO AN EVEN GRADE.
7.
NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON
5.
ONCE THE CONTRIBUTING DRAINAGE
WILL BE PERMITTED.
AREA HAS BEEN STABILIZED, REMOVE
ACCUMULATED SEDIMENT, AND
8.
FILTER FABRIC SHALL BE INSTALLED ON COMPACTED SUBGRADE PRIOR TO
ESTABLISH FINAL GRADING ELEVATIONS.
PLACEMENT OF RIP RAP.
6.
COMPACT THE AREA PROPERLY AND
9.
ANY DISTURBED AREA FROM END OF APRON TO RECIEVING CHANNEL
STABILIZED IT WITH GROUNDCOVER,
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
EP 3
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'
Z
0.75' DIA.
* d50 (see fig 8.06 a&b "NC SEDIMENT AND EROSION CONTROL MANUAL"
r_3_
RIPRAP APRON dmax=1.5xd50
T = 1.5 X dmax.
C-203 SCALE: NTS
LENGTH AS NECESSARY
TO GO THRU DIKE
4' MIN. PIPE
1.5' MIN. 2
1 �i
FLEXIBLE PIPE
TIE DOWN 10' MAX, SPACING I -
TIE DOWN AT END
r DIAMETER (D)
J�T
rIII-
�,;, � PROFILE
* AT LESS THAN 1% SLOPE
RIP -RAP APR
EXTEND TO EDGE OF DISTURBANCE
RIP RAP & WASHED STONE
FILTER BERM
(MCLDS 30.12)
SEDIMENT PIT
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' STAKES'
as a
�Td* EARTH DIKE
a a
SEDIMENT PIT NOT
REQUIRED IF BASIN IS
LOCATED DOWNSTREAM OF
PIPE OUTLET. (VOLUME PER
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.
4 FLEXIBLE PIPE SLOPE DRAIN
C-203 SCALE:
NCDOT #5
WASHED
NCDOT #°
WASHEI
4' MAX.
HARDWARE CLOTH AND GRAVEL INLET PROTECTION
SCALE: NTS
JGE HARDWARE
BH OPENINGS)
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 3A 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.
2'
16" MIN.
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.
ILL EROSION & SEDIMENT CONTROL PRACTICES ARE SUBJECT TO FIELD MODIFICATIOD
sT THE DIRECTION OF THE TOWN OF MIDLAND, CABARRUS COUNTY, AND/OR NORTH
:AROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES.
CONTRACTOR SITE INSPECTION AND REPORTING REQUIREMENTS
THE CONTRACTOR SHALL PROVIDE A RAIN GAUGE ONSITE 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 PR03ECT 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.
6. COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
7. INSTALLATION OF STORMWATER RETENTION MEASURES,
S. 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
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DATE
103/14/2019
DRAWN
DJW
DESIGNED
I DJW
CHECKED
IFC
PROJECT #
I SLND18001
SHEET TITLE
EROSION CONTROL
DETAILS
SHEET NUMBER
North Carolina COA C-203
License No.: F-1316

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— — — - — — —_ COk1IS.TRUCF R-IG -rTTURN GONE ~ — 10'x29' RECEIVING PIT
—� — —� — — — — — — — — — — WILL CONSIST OF SAW CUTFING JOINT (SEE DETAIL ON SHEET C-301)
— — — ' — — — — - ALONG EXISTING WHITE EDGE LINE OF
— - — - NC 24/27. FINAL OVERLAY WILL CONSIST
OF MILLED JOINT ALONI; T#IS ED-6E — — —
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---—_----- `— SEE DETAIL
50' TAPER 100 STORAGE
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- ` RIGHT OF WAY WILL BE PLACED ON B25.0C
BASE MIX NOT DN STONE OR SUBCRADE
POINT OF WATER CONNECTION 8"X8" TAPPING
SLEEVE WITH VALVE ASSEMBLY WITH
BACKSIDE TAP.
� (SEE DETAIL ON SHEET C-301)
JACK AND BORE. 160 LF OF 18" OD BY
0.25" THICK STEEL CASING WITH 170 LF
OF RESTRAINED 8" DIP WATER MAIN WITH
STAINLESS STEEL BAND (ADVANCE
PRODUCTS AND SYSTEM, LLC MODEL SST — — -------
OR EQUAL CARRIER PIPE SPIDERS) SEE
i == NCDOT ENCROACHMENT PERMIT
1� (SEE DETAIL ON SHEET C-301) — —_
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` 2' CURB + 2+00
&GUTTER 6� 266.98 LF OF 8" PVC N 8" ABOVE GROUND REDUCE[) PRESSURE
F WATER LINE (FIRE) BACKFLOW UNIT WITH BUILT-IN BYPASS
BACKFLOW BUILT IN (RPDA) r�9I
NZ�5' CONCRETE (SEE DETAIL ON SHEET C-301) Ill
EXISTING TREES TO MEET THE REQUIREMENTS FOR P
OPEN SPACE, TREE CONSERVATION AREAS AND WALK
THE TYPE A BUFFER. 44.90 LF OF 2" IRRIGATION BACKFLOW (RP) � 0
` WATER LINE 70.0 LF OF 8" PVC WATER (SEE DETAIL ON SHEET C-301) 0
LINE (FIRE) 1"IRRIGATION METER
CITY OF CONCORD GENERAL UTILITY NOTES
Per City of Concord Code of Ordinance Chapter 62, Article 3, Section 62-98 (2) All materials, `
equipment, labor, and workmanship associated with public water and /or sewer extension and/or
modification shall be in accordance with and subject to the Water and Sewer Authority of Cabarrus
County's standard specifications; the City of Concord's ordinances, policies, and standard specifications,
and the North Carolina Administrative Code for wastewater collection and water distribution systems.
In the event of conflict between the Water and Sewer Authority of Cabarrus County's standard PROP. BUILDING Rr c,
specifications; the City of Concord's ordinances, policies, and standard specifications, or the North
Carolina Administrative Code, the more restrictive requirements shall apply."
150,
"Review and approval of the plans does not relieve the Owner, Contractor, or Developer from meeting
the requirements of the City of Concord's or Cabarrus County ordinances, policies, and standard
specifications, (as applicable), Concord Water & Sewer Policies and Technical Specifications, the Ln
"Standard Specification for Wastewater Collection & Waste Distribution for Cabarrus County (WSACC
Manual) and any other Local, State, and Federal Regulations & Approvals.
"The Contractor must contact the City of Concord Engineering Construction Manager at 704-920-5425
at least 24-hours prior to initiating any construction activity.
"The existing water main valve rims and stems and the existing sewer main manholes rims are to be
raised or lowered to final grade, as applicable and at least 3-ft of ground cover is to be maintained over
the existing utilities at all times per the City of Concord Code of Ordinance Chapter 62, Article 3,
Section 62-98,
"Concord Code of Ordinances Chapter 62, Article ]T Water and Sewer Service, Sec. 62-34(i) - The
customer shall be responsible for installing the necessary approved device(s) to make any adjustments to
the water pressure supplied by Concord Utilities and shall be responsible for the maintenance of all such
devices."Du8220"Per the City of Concord Code of Ordinance Chapter 62, Article 3, Section 62-98- the
following minimum separations must be indicated, unless otherwise approved by the City.
• A minimum horizontal separation of five feet shall be maintained between any type of
maintenance obstruction and the city's water distribution lines, wastewater collection lines, and
associated appurtenances, unless an exception is granted. Greater separation distances may be
required as specified by federal, state, or local regulations.
• A minimum vertical separation of two feet shall be maintained between any type of maintenance
obstruction, including but not limited to any other utility provider's lines or equipment, and the
city water distribution lines, wastewater collection lines, and associated appurtenances, unless an
exception is granted. If an exception is granted, a minimum vertical separation of one foot must
be maintained and the city water distribution lines, wastewater collection lines, and associated
appurtenances shall be constructed of ductile iron pipe or an approved ferrous material with joints
that are equivalent to potable water main standards for a distance of ten feet on either side of the
point of crossing. Greater separation distances may be required as specified by federal, state, or
local regulations.
• A minimum horizontal separation of ten feet shall be maintained between the city water
distribution system and wastewater collection lines, and associated appurtenances, unless an
exception is granted.
0
N
33'
i 4t
D U M PSTER
` \ ENCLOSURE
e
252'
LARRy�,gLLACE
�,
10'x2O' BORE PIT
E/1/GI/1/ESLLC
'� (SEE DETAIL ON SHEET C-301)
PI�V#SSZ�88ZS6DDDDD
GRADE AT CROSSING = 700.5
8" WM BOTTOM = 696.49
-g = 36" RCP STM TOP = 693.01
20 LF OF 8" DIP WM ALL JOINTS
LOCATED 10' EITHER SIDE OF CROSSING.
8" GATE VALVE
NOTE: ANY FUTURE IMPROVEMENTS TO
PROPOSED 36" STORM DRAIN
THIS PARCEL WILL HAVE ACCESS FROM
PRIVATE DRIVE. ADDITIONAL ACCESS
PROPOSED FIRE HYDRANT
TO HWY 24/27 WILL NOT BE ALLOWED.
(SEE SHEET C-301)
f
1
RIGHT OF WAY LINE
257.05 LF OF 8" PVC WATER LINE
PROPOSED 5'
SIDEWALK
13.50'
19.8 LF 2" K-COPPER —
}—
2'X8" TAPPING SADDLE WITH
2'-6" CURB AND GUTTER /
CORPORATE STOP & VALVE
(nP) /
ASSEMBLY, 2" 900 BEND
PRIVATE
CONTRACTOR INSTALLED
CURB OPENING FOR
WM
FUTURE DRIVEWAY
I
WM`�
I
t
51.2 LF 8" PVC
I
3/4" BY 8" TAPPING SADDLE
gl.Owr
WITH CORPORATE STOP, 18.3
LF 3/4" K-COPPER, 3/4" 900
BEND CONTRACTOR
8"X8"TEE
INSTALLED
(2)- 8" GATE VALVES
PUB IC
8" GATE VALVE
0 13.50'
4
SERVICE ASSEMBLY ENLARGEMENT
II
SCALE 1"=10'
I GRADE AT CROSSING = 695.4
8" WM BOTTOM = 691,71
I
15" RCP STM TOP = 689.56
20 LF OF 8" DIP WM ALL JOINTS
}
LOCATED 10' EITHER SIDE OF CROSSING.
PROPOSED FIRE HYDRANT
}
(SEE SHEET C-301)
8" GATE VALVE
I
'
B/QEEP/TOPE/4'TIESLLC
4 1
�
PI/1/#SSZ�D73918DDD0
I
376.51 LF OF 8" PVC
OBI3OZ4PGD31D
I
WATER LINE ZO/1/f0'I/1/O
s 2'-6" CURB & 1
GUTTER (TYP.) 1 }
f
L---
1
8" WATER MAIN
l
PRDP. BMP
0 20 40 80
1 INCH = 40 FEET
8" GATE VALVE
8" CAP WITH 2" TAP BO AT
END OF PAVEMENT
(SEE SHEET C-303)
NOTES
1. NO LANDSCAPING WITHIN NCDOT RIGHT-OF-WAY SHALL EXCEED
24" IN HEIGHT.
LEGEND
13
40,087 SF
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
TREELINE
STREAM / CREEK
POND
WETLANDS
XXX' PERENNIAL STREAM
BUFFER
FEMA 100 YEAR FLOOD
WETLANDS
SHEET MATCHLINE
LOT NUMBER AND SIZE
PROPOSED ASPHALT PAVEMENT
DEVELOPMENT DATA
OWNER:
BREE PROPERTIES LLC
SEALAND CONTRACTORS CORP.
DEVELOPER INFO:
1708 N. CALDWELL ST, CHARLOTTE, NC 28206
TEL. [phone]
CONTACT:
VINCENT DIPROSPERO
EMAIL:
[e-mail]
SITE ADDRESS:
501 NC HWY 24/27 W, MIDLAND, NC
GROSS SITE AREA:
24.3 A: AC
P.I.D. No.:
55248739280000
DEED BOOK/ PAGE:
DB 13024 PG 0310
EXISTING ZONING:
IND
EXISTING OVERLAY:
N/A
EXISTING USE:
VACANT
PROPOSED USE: INDUSTRIAL
BUILDING SETBACKS REQUIRED:
FRONT
SIDE
REAR
BUILDING HEIGHT:
REQUIRED PARKING:
PROVIDED PARKING:
REQUIRED OPEN SPACE:
PROVIDED OPEN SPACE:
REQUIRED TREE
CONSERVATION AREA:
PROVIDED TREE
CONSERVATION AREA:
DEVELOPMENT TIME AND PHASING
80 FT
16 FT
16 FT
MAX: 3 STORIES, NOT TO EXCEED 50 FT
1 PER 450 SF OF OFFICE SPACE + 2
WAREHOUSE EMPLOYEE = 20 SPACES
33 STANDARD SPACES, 2 ADA SPACES
1.83 ACRES (7.5%)
1.83 ACRES (7.5%)
1.46 ACRES (6%)
1.46 ACRES (6%)
6 MONTHS
FLOOD ZONE
BASED ON THE NATIONAL FLOOD INSURANCE PROGRAM, FLOOD INSURANCE
RATE MAP PANEL NUMBER 3710552400J, DATED NOVEMBER 5, 2008 THE
HEREON DESCRIBED PROPERTY IS LOCATED IN ZONE "X".
WATERSHED YADKIN PEE DEE RIVER BASIN
DRAINAGE BASIN FAR BRANCH
North Carolina COA
License No.: F-1316

A
BORE PIT
SEE PLANS
RESTRAINED PUSH -CH
JOINT DUCTILE IRON
CARRIER .PIPE
5' MIN BEYOND TOE
OF SLOPE, OR 5`
MIN. BEYOND E.O.P.
R GRAVEL
FEE;
#i
MATED STEEL ENCASEMENT REFERENCE
WSACC DETAIL NB.0 "CASING SPIRE RI
END WALL ENI1 WALL
TYPICAL
NCDOT 130R.E.DETAIL
(NTS)
SHOULDER
PAVEMENT
SHOULDER
5' MIN BEYOND
TOE OF SLOPE
RESTRAINED
PUSH-LIN JOINT
DUCTILE IR13N
CARRIER MPE
�- -.COATED 'STEEL ENCASEMENT REFERENCE•
WSACC DETAIL Mee 'CASIM SPIDER'
TYPICAL
PIPE CROSSING [TNDER HIGHWAYS
1.
�"���:
SEE DRAWINGS FOR LOCAMON, SIZE. AND LENGTH OF
I I
STEEL PIPE CASING,
CASING PIPE oql
2.
INSTALL TWO (2) 1-INCH DRAINS EACH SIDE OF CARIIIER
PIPE IN DOWNHILL TEND WALL.
CARRIER PIPE
3.
ENCASEMENT PIPE IS TO E)( END OUTSIDE OF
THEORETICAL 1.1 SLOPE FROM EXISTING OR PROPOSED
„
EDGE OF PAVEMENT AND 15 FEET BEHIND THE CURB
�p1
AND/OR 5 FT BEYOND THE TOE OF THE SLOPE.
4.
ALL E wAVATI(3N5 5 -mL BE OUTSIDE THE PROAIEam 1:1
THEORETICAL SLOPE FROM EDGE OF PAVEMENT (EO.P)
COMMON BRICK NORM
LINE OR A MINIMUM. OF 5 FEET FROM THE EDGE OF
SEE NOTEE22 1 PART PORRAND CEMENT
PAVEMENT TO THE NEARE57 EDGE OF TRENCH.
TYPICAL 2 PAM SAND
5.
ALL TRAFFIC VALL BE EXCLUDED FROM THE 111 SLOPE
END WALL SECTION D - DIA4. OF CASING PIPE
AREA UNTIL BACKFILL IS COMPLETE.
6.
IN ANY EVENT SHOULD THE 1:1 SLUE AREA BE
UNPROTECTED, ACTIVE SHORING (SHEET PIUNGS, SOLDER
PILES AND/OR LAGGING. ETC) SWUl MEET THE APPREIVAL
CITY OF CONCORD
OF NCDOT DIVISION ENGINEER.
STANDARD DETAIL
7.
ACTIVE SHORNG SWILL BE IN ACCORDANCE WITH OSHA
TRENCHING STANDARD 1.926 SUBPART "P" OR AS
�.P �Tf" DO RY ng^ R
r..: Y y$3'�8¢.:E��$�{�$�R �� ylfJ�.✓w✓T�lti Ei�.iati/'
AMENDED.
6.
RESTRAINED PUSH -CNN JOINT DUCTILE IRON CARRIER PIPE.
SHALL EXTEND THROUGH W=. T ROW AND CASING PIPE
ASSEMBLY.
9.
SEE WX; DETAIL M2.0 "WING SPIDER" FOR CASING
Nn. Date REVfSi9N
PIPE AND SPIDER REQUIREMENTS.
prmm Or OmckW ft Ammved Ny; Ddv SYit Faf
TEST COCK
NI71
NOTE 4�
JOD
NW 4.
SEEONPOTE
CHECK VALVE f2
VALVE #1-7 J
I
IMIN.
30 , MAX.
y MWU1Kr_W 6T OTOIrM 1
O
■L NED
NOTE 4
ELEVATION
NS S.
SUPPORT, 4-INCH THICK FAD TF
I VAHiL 1 VAL1 HECK #1 VALE #2
AT MIN, AND CONCRETE '
FOOTINGS AS REQUIRED BY I
SYSTEM DESIGNER
PLAN
N.T.S.
NOTES:
1. REDUCED PRESSURE ,ASEMBUES (RP) MUST CONFORM TO
CITY OF CONCORD SPECIFICATIONS.
2. 6" - 10" RP SHALL BE SUPPORTED WITH ADEQUATE SUPPORT PEDESTAL(S)
SUPPORT PEDESTALS(S) SHALL NOT BLOCK RELIEF VALVE OR DR
AIN PORT.
3. OUTDOOR INSTALLATION SHALL HAVE A PROTECTIVE ENCLOSURE
AS SPECIFIED IN CITY OF CONCORD SPECIFICATIONS, HEATED ENCLOSURES ARE
RECOMMENDED FOR THE ABOVE GROUND BACKFLOW ASSEMBLY.
4. 21_/2' TO 3" BRASS, K-COPPER OR GALVANIZED PIPE, 4- TO 10" DIP.
RESTRAINED JOINTS SHALL BE WITH MEGA LUG RESTRAINTS OR APPROVED EQUAL
5. THE CITY OF CONCORD APPROVED 21/2" - 10' RP INCLUDES SHUT OFF VALVES
6£ PERT2p PART OF THE ASSEMBLY. NO SUBSTITUTIONS SHALL
6. TEST COCK #1 SHALL BE UPSTREAM OF SHUT OFF VALVE
#1 AND IS PART OF THE APPROVED ASSEMBLY.
ZONING
S CK
2\_
eaaatwr n►via
PR0PERIY
LINE .
MY or cmcm
PUBLIC Q
WATER p
MAINOff
TYPICAL LOCATION REQUIREMENT
N.T.S.
NED
pair NOTE 4
+,-- SEEDNOTE 4.
AT MIN. SEEIDNOOTE 4.
:R �u
LGID PIPE TO 5' PAST
10 SEE NOTE 4.
VALVE 2
F �-
B
.► I
I�
10' OIL. � _12'e Vp
LESS
REDUCED PRESSURE PRINCIPLE ASSEMBLY
1/4' TURN FULL PORT CHECK VALVE #1
BRONZE BALL SHUT OFF CHECK VALVE #2
VALVE #1
SEE NOTE 5
SEE NOTE 4
Ili I11TEST COCK ®
I I 1 SEE NOTE 6.
DRAIN
PORT
- 1/4' TURN FULL PORT
BRONZE BALL SHUT OFF
VALVE #2
SEE NOTE 5
SEE NOTE 4
FLOW
12' MIN.
18 M N.-10 IA. OR LESS C=PLAN 30' MAX.
24' MIN.-12" DIA. OR GREATER 0=9LEVRWIN
5EQ33DN X-•X PLAN do ELEVATION I i GROUND
BENDS & TEES SLUGS - - - - - - - -
I i I -I I f I -I I -I 1 T I •--! 1 i um 1
B . `� . i �. � � KK
eP °A s1 A� „ S£ P3 98 F- mmw R9 Ea 53
y mw,...,..q._, q £� q y �y�y_..�._;
or i'�" .`6N 10y� ..3 �v E 0" w i 2" i'4" 19" 9�D
£Y .w.w..«w.e.w��.« ........., g;.._..wumiiew.w...wew�...w....a.e S...�..,e«... ...,..,«r3�w B9 &t
24 �q 1 ;�5 ��a" lo1 12PS ! CI 1 1 1 ,5 11
b3 A9yi " 4b � " " e k
22
i 2 32 j [;3 Sm YS yry Yl m w» Y1 n11i ,x, y i; ! 4" wm T 2 2 " 6. " 3 " 1 7"
. �.J''a, ..J86 .d%k�iW os«aa a.o..�.� w a,65
es rs qg arm a .� xe E ,x
68 S E3�.? m) SC�3,�.6 26' 6" 68"
68
" 311"
0 PS"" SOIL q0 C1AVEL %TH CLAY)
THRI •ST BLOCKING DETAIL
NOT 1D SCALE
NOTES:
1. BASED ON 200 PSI STATIC PRESSURE PLUS AWWA WATER HAMMER ALLOWANCE.
2. ALL BEARING SURFACES TO BE CARRIED TO UNDISTURBED GROUND.
3. THRUST BLOCKS TO BE USED AT ALL LINES OPERATING UNDER PRESSURE.
4. KEEP ALL PIPING JOINTS CLEAR OF CONCRETE THRUST BLOCKS.
TFIRUST
o^
+ •
PP
1 so MAIN LEIN I
REM-MMM €1! PIP£
CATS VALVE
TFIF�.153" BLK
EKG RRO ROM --a.
TAPPING SLELW
MIN 3, (3RMND
2' vmm
B
PftBO ,AT CR !.
( ICE TOPICAL
C
O L4iY U FM F
UMER
GACKSIDE TAP ASS me
IBLL"Y_ DETAIL
Nor m so
am
SML WALL
BORE WINO
rM JOINTS AT VALVES, TES: Y-WATCHES, BENDS, AND PLIUOS SHALL BE RESTRAINED UTI.IZING REMAINED PUSH -ON JOINTS AS
SPIED IN THE DUCTILE IRON. PIPE S'E;K:IION.
2. ALL BEILJIMILLAPIODT OR ALL -BELL Tom, "RANCHES, BENDS DgF4EiC11NG 11_1/4 DEGREES OR MORE, VAILUM !WO KIM AN *m
ARE IWAILIZO IN PIPING SUBJECTED TO W R AL. HYDROSTATIC HEADS IN EXCES'S OF 30 FEET SHALL BE PROVIDED WTITI SUTABLE
REACTIOfd. BI.00IAM ANCHORS. JOINT � OR OTHER AMPTABLE 11EJNk.S FOl$ PRPAX INS MOV8011' OF THE PIPE CAUSED 13Y
INTERNAL PRESSURE REGIARDLEM OF THE RESIIt►IiNING SYSTEM PROVDED. ALL VALVES. TEES, Y-BRAkCHEL BEND&, AND, PLUM .MALT.
BE IWSTiaNNED UTILIZING RESTRAINED PUSH -ON JOINTS AS SPEC FED IN THE DUCTLE IRON PIPE SM110N.
3. OONCRETE BLOGI LNG SITYU MEND FROM THE FFMNG TD SOLID UNDISTURBED EARTH ANO SHALL. BE INSTALIM SO IMT ALL JOINTS ARE
A10CISSIBLE FOR: REPAIFI, 1W: DIMENSIONS OF CCHCRM REAIIMION BLOCKIND SHAIJ. BE AS INWA7W ON THE DPJOMGS OR AS
DIRE BY THE ENGINEER. IF ADM ATE .SUPPORT AGAINST UND137UROM GROUND CANNOT BE € VAINED, MI:I'AL HARNM ANCHOR
CONSIIMIN9 OF JOINT CLAMPS OR TIE ROD AND CLAMP SYSTEMS ACCEPTABLE TO THE ENGINEER SHALL BE INSTALLED TO PI 010E THE
NECLSS'Ai'tY THRUST RESIS rANCL IF THE LACK OF SUITABLE SOLIDI VIOU CAk. FD4C"TION FACE IS DUE TO IMPROPER TRENCH EXC'NATION.
ACCEPTABLE METAL HARMPS ANCHORAGES SHALL BE FURNISHED AND INSTAIL,LEA BY THE CONTBACilblt AT NO ADDITIONAL CAST TO THE
OWNER
4, I AG'TIDN C MCKIM ANCHORAMS. OR OTHER SUPPORTS FOR FITTINGS INffrAU.ED IN FIU.:S OR OTHER UWrWE INBOUND SMALL BE
PROVE .AS REQUIrR® ITV THE LIMITING& OR IG5 DID THEE7IGIItEF74.
5. ALL STEEL CLAMPS. ROLES, BOLTS, AND OTHER METAL ACCESSORIES USED IN TAPPING ALES OR REACTION ANCHORAGES SURJWT TO
SAIMlSRGENCE, OR 1N 00INTACT WITH EARTH OR OTHER FILL MATERIAL„ AND NOT ENCASED IN CONCRETE BEFALL HE PWM= FROM
00MOSION 13Y TRIO COATS OF COAL TAR PAINT APPLIED TO GLEAN, DRY METAL. SURFACIM THE FIRST COAT SWILL. 13E DRY AND HARD
BEFM THE SECONID COAT IS APPLIED
SUPPORT AND PAD TO BE
III DESIGNED BY OWNER
SEE NOTE 4 AS REauiRED ���+....,,Jll SEE NOTE 4 IIII
Vvv
RIGID PIPE MATERIAL
RIGID PIPE MATERIAL 5 Fr. PAST THIS
AS SPECIFIED BY CITY OF CONCORD BEND. SEE NOTE 4.
STANDARD SPECIFICATIONS. SEE MUTE 4.
NOTES:
1_ REDUCED PRESSURE ASEMBLIES (RP) MUST CONFORM TO
CITY OF CONCORD SPECIFICATIONS
2. A 4-INCH THICK CONCRETE PAD SHALL BE PROVIDED. SUPPORT PEDESTAL(S) SHALL BE
PROVIDED AS NEEDED, SUPPORT PEDESTALS(S) SHALL NUT BLOCK RELIEF VALVE OR DRAIN FORT.
3. PROTECTIVE ENCLOSURE SHALL CONFORM WITH ASSE1060 AND SHALL BE IN ACCORDANCE
CITY OF OONCORD SPECIFICATIONS, ORDINANCE, AND BACKFLOW MANUAL.
4. RIGID PIPE AND FITTINGS SHALL BE 3/4' TO 2" BRASS, K-COPPER,
5. THE GALVANIZED
OFECONCORD APPROVED 3/4" TO 2" RP INCLUDES SHUT OFF VALVES
#1 AND 12. AS PART OF THE ASSEMBLY. NO SUBSTITUTIONS SHALL
BE PERMITTED.
6. TEST COCK #1 SHALL BE UPSTREAM OF SHUT OFF VALVE
#1 AND IS PART OF THE APPROVED ASSEMBLY.
N.T.S.
4'
3
;3_AS REQUIRED BY
I 1,1 MANUFACTURER OF
FIRE HYDPAW
€Z
ORAVELTO II
6
WEEP HOLE _1
{
I
1 v n € a I
�rr _.
30.5" MIN. � jQ ," ..,:a,�,� .��t:. , �_��.� WWW�_W...�,F
���4
. 7
I,. 8015 OF
Ir MIN. CONCRETE
HYDRANT TEE
VSTONE PAD
GATE VALVE' i
^ *.... * n r..............
.6
BURY-0- MIN. Ir _
yy 3 3 §
L 'a
r;tiy r�--m' `u �s-,»�...4..�'-
by
RES N WITH I:
ROMAC GRIPRINO
OR MEGA -LUG
RIESTRAINT SYSTEMa,
!QENER& NOTES
1. HYDRANTS SHALL BE MUELLER COMPANY MODEL: SUPER CENTURION 250., AMERICAN FLOW CONTML - MODEL 5Y4"
B-84-EI CLOW VALVE COMPANY - MODEL: MEDALLION, OR EQUAL WITH BLACK PRIMER FINISH..
2. HYDRANT SHALL. HAVE .INTEGRAL. SNAP TIGHT STYLE smRZ CIONNECIIQN WITH . WV VALVE OPENINS. OPEN. LEFT,
1)j-' PENTAGON NUTS, TWO-2 h" NST CONNEMONS, ONE-- " STORZ OONNECTION, DRAIN HOLES OPEN, AND s_ W SHOE.
3. MINIMUM BURY DEPTH OF 3'=6''
4. ALL HYDRANTS SHALL. STAND PLUMB. HYDRAM'S WITH PUMPER NOZZLES SHALL, HAVE HOSE NOZZLES PARALLEL WITH. AND
THE PUMPER NOZZLE PERPENDICULAR TO. THE CURB LINE. ALL HYDRANTS SHALL BE ORIENTED SO THAT THE PUMPER
NOZZLE FACES: THE CURB OR AS DIRECTED BY THE CITY.
5. HYDRANT SHALL BE LOCATED AT LEAST 3 BEHIND THE CURB WAND LESS THAN 10 FROM THE EDGE OF THE RQAD PAVI MENT
OR AS DIRECTED BY TFIIr Cff.
6. All. OTHER MATEI3#AL.S AND INSTALLA ION MUST ooNFoRM WITH THE TECHNICAL STANDARDS OF WSACC AND CITE' OF
CONCORD.
FIRE HYDRANT PAIN' COLOR COOL REQUIREMENTS:
ALL NEW FIRE HYDRANTS INSTALLED IN THE CITY OF CONCORD .
SHALL BE PAINTM IN ACWRDANICE WITH THE FOLLOWING GOLD:
1. WDRANTS ON PUBLIC WATER MAINS SHALL BE PAINTED SAFETY
YELLQW. SHERWIN WILLIAMS STEEL MASTER 9500 B58-300
SERIES LRV 30% OR EQUAL.
2. PRIVATE HYDRANTS ON PRIVATE; WATER MAINS SHALL 13E
PAINTED SAFEY RED, SHIRWIN WILLIAMS SW4081 LVR 11 % OR
EQUAL.
FOR ALL FIELD PAINTING, ALL SURFACES SHAEJ_ BE SANDBLASTED
AND PROPERLY PREPARE) ACCORDING 70 `THE PAINT
MANUFACTURER'S RECOMMENDATION PRIOR TO PAINTING. ALL FIRE CITY OF CONCORD
HYDRANTS AND ANY PORTIONS OF THE HYDRANT ASSEMBLY
BLY / STANDARD DETAIL
EXPOSED TO VIEW (ABOVE ,ACAIACENT GROUND ELEVATION) SHALL BE ��^ HYDRANT
P;vNTEn WITH Two (� OR E EVENLY AFPUEo a>rnTs aF w�, -I=� � �ioo
HYDRANT ENAMEL. PAINT. HYDRANTS WILL BE RETOUCHED
REPAINTM AS NECESSARY AFTER INSTALLATION AND PRIOR TO 2 10 PUBLIC FIYDRAPIT COLOR REIMM
ACCEPTANCE 1 t to PRIISRiE WTiRAlIT COL4Bt IIIQN
Nor Data RBI
&m or, awkw &f. Awvm or. D3W 5t�f d
54`M M5H 09/08
North Carolina CAA
License No.: F"-1316
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DRAWN
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IFC
PROJECT #
I SLND18001
ISHEET' TITLE
UTILITY DETAILS
SHEET NUMBER
- � 301
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WATER MAIN
REDUCED PRESSURE ASSEMBLY
SHUT OFF VALVE #1
RESLUENT SEATED GATE
VALVE WITH HANDWHEEL
OPERATOR. CHECHECK VALVE #2
CK VALVE
TEST CDCK 01
RIGID PIPE
SEE NOTE M.
SUPPORT
CONNECTOR
—SD' NJ BASE BEND
WITH MECHANICAL
RESTRAINT SEE NOTE 13.
PIPE TO 5' PAST MEND PIPE
N13TE BAST
SEE NOTE 13, ELEVATION
N.T.S.
SHUT QFF"'� CHECK CHECK VALV# iti
VALVE # I 1 VALVE #1 VALVE #2
PIPE TO 5' PAST
SEE NOTE I$, TEST RIGID PIPE TO S' PAST —�
COCK #1 PLAN BEND. SEE NOTE 13,
N.T.S.
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w
SLEEVE -LONG
PATTERN TAPPED
PLUG
WATER MAIN I
f TEMPORARY JUMPER CONNECTION i
NOTES:
1. INSTALL CONNECTOR LINE FROM EXISTING BLOW -OFF ASSEMBLY TO NEW MAIN FOR FILLING, TESTING, AND STERILIZING NEW MAIN.
2. CONNECTOR LINE TO BE ASSEMBLED WITH CHECK VALVE AND TO BE OPERATED INDEPENDENT OF EXISTING MAIN.
3. BLOCKING ON EXISTING LINE NOT TO BE DISTURBED.
4. FINAL CONNECTION TO EXISTING MAIN TO BE MADE ONLY AFTER TOTAL PROJECT HAS BEEN ACCEPTED BY THE CITY OF CONCORD INSPECTIONS
DEPARTMENT.
5. VALVES ON EXISTING SYSTEM TO BE OPERATED BY THE CITY OF CONCORD'S WATER RESOURCES DEPARTMENT STAFF ONLY.
6. ONLY ONE CONNECTION WILL BE ALLOWED BETWEEN THE EXISTING SYSTEM AND THE NEW CONSTRUCTION UNTIL TESTING AND DISINFECTION IS
COMPLETE.
7. WATER IN REASONABLE AMOUNTS REQUIRED FOR AN IN CONNECTION WITH THE WORK TO BE PERFORMED WILL BE FURNISHED AT LOCATIONS AS
APPROVED BY OWNER AT RATES SPECIFIED BY OWNER AND IN ACCORDANCE WITH THE FEDERAL. STATE AND LOCAL REGULATIONS, ORDINANCES AND
POLICIES.
S. CONTRACTOR SHALL FURNISH NECESSARY PIPE, HOSE, REDUCED PRESSURE ZONE BACK FLOW DEVICE, AS APPROVED BY THE OWNER AND METER
APPROVED BY OWNER. NOZZLES, AND TOOLS AND SHALL PERFORM ALL NECESSARY LABOR.
9. CONTRACTOR SHALL ENSURE THAT THE EQUIPMENT HAS BEEN INSPECTED BY AND APPROVED BY THE OWNER AND HAS OBTAINED THE APPLICABLE
PERMITS AND CERTIFICATIONS PRIOR TO WATER SYSTEM CONNECTION.
10. CONTRACTOR SHALL MAKE ARRANGEMENTS WITH THE OWNER (WHO WILL FIX THE LOCATION, TIME. RATE, AND DURATION OF EACH WITHDRAWAL FROM
THE DISTRIBUTION SYSTEM) AS TO THE AMOUNT OF WATER REQUIRED AND THE TIME WHEN THE WATER WILL BE NEEDED. UNNECESSARY WASTE
OF WATER WILL NOT BE TOLERATED. IF CONTRACTOR WASTES WATER, AS DETERMINED BY OWNER, CONTRACTOR SHALL BE REQUIRED TO OBTAIN
ALL REMAINING WATER NECESSARY FOR COMPLETION OF THE WORK MEASURED THROUGH A METER AND AT THE CONTRACTOR'S EXPENSE.
11.SPECIAL HYDRANT WRENCHES SHALL BE USED FOR OPENING AND CLOSING FIRE HYDRANTS. IN NO CASE SHALL PIPE WRENCHES BE USED FOR
THIS PURPOSE.
12. 6" TO 10" RP SHALL BE SUPPORTED WITH ADEQUATE SUPPORT PEDESTAL(S). SUPPORT PEDESTALS SHALL NOT BLACK RELIEF VALVE OR DRAIN
PORT.
13. 2" TO 3" K-COPPER PIPE, 4" TO 10" DIP. RESTRAINED JOINTS SHALL BE MEGA LUG RESTRAINTS OR APPROVED EQUAL.
14.TEST COCK SHALL BE UPSTREAM OF SHUT-OFF VALVE #1 AND IS PART OF THE APPROVED ASSEMBLY.
WATER MAIN
SIZE
MIN. BACKFLOW
DEVICE
MIN. END OF LINE
BLO�OFF
„
6OR$,.
"
,
12"
4"
2.5"
16.,
610
4„
24"
6"
.n@ u�b8 ex.6 naA xw�a c.a�ncrnd
ROTE
1. UZ PFIOIEMM RMIG 01 SHOUT DER QF ROAi].
TYPICAL
VALVE BOX PROTECTION_
SCALE: NONE
NOTES:
1. EACH BURIED VALVE TO A DEPTH OF 4 FEET OR LESS SHALL BE PROVIDED WITH A CHARLOTTE FOUNDRY
VALVE BOX. OR EQUAL VALUE BOXES SHALL BE CAST IRON. EXTENSION SLEEVE TYPE. FOR THE DEPTH OF
COVER REQUIRED BY THE DRAWINGS, NOT MORE THAN ONE EXTENSION WILL BE ALLOWED WITH EACH SLIDE
TYPE VALVE BOX, VALVE BOXES SHALL BE NOT LESS THAN 5 INCHES IN INSIDE DIAMETER. SHALL HAVE A
MINIMUM THICKNESS AT ANY POINT OF 3/16 INCH, AND SHALL BE PROVIDED WITH SUITABLE CAST IRON
BASES AND COVERS.
2. EACH VALVE BURIED TO A DEPTH GREATER THAN 4 FEET SHALL BE PROVIDED WITH A VALVE BOX CONSISTING
OF A CAST IRON COVER AND A 6 INCH CAST IRON PIPE SECTION. THE COVER SHALL BE CLAY do BAILEY
"NO. 215,3"' OR TYLER "SERIES 6590—A". THE PIPE SHAFT SHALL BE SIZED TO EXTEND FROM THE VALVE
TO 5 INCHES INSIDE THE VALVE BOX COVER.
3. ALL PARTS OF VALVE BOXES, BASES, AND COVERS SHALL BE SHOP COATED BY DIPPING IN ASPHALT
VARNISH.
4. VALVES AND VALVE BOXES SHALL BE SET PLUMB. EACH VALVE BOX SHALL BE PLACED DIRECTLY OVER THE
VALVE IT SERVES, WITH THE TOP OF THE BOX BROUGHT FLUSH WITH THE FINISHED GRADE. AFTER BEING
PLACED IN PROPER POSITION. EARrHFILL SHALL BE PLACED AROUND EACH VALVE BOX AND THOROUGHLY
TAMPED ON EACH SIDE OF THE BOX. THE TOP OF THE BOX SHALL BE SET IN A CONCRETE PROTECTOR
RING.
NOTE:
MIN
STORM SEWER
NER)
STORM SEWER
WATI
SEWER
"TEE NOTE SEINER
C.I. WATER
SEINER
NOTE:
WHEN THE WATER MAIN IS ABOVE THE SEWER, BUT WITH LESS THAN 24" OF VERTICAL CLEARANCE, OR WHEN THE
SEWED IS ABOVE THE WATER MAIN, BOTH THE WATER MAIN AND THE SEWER MAIN SHALL BE .CONSTRUCTED OF 20`
LINEAR FEET OF FERROUS MATERIALS LOCATED ON. CENTER TO THE CROSSINGWITH JOINTS EQUIVALENT TO WATER MAIN
STANDARDS FOR A MINIMUM LATERAL DISTANCE. OF 10 FEET TO EACH SIDE: QF THE CROSSING, AS MMURED AT RIGHT
ANGLES TO THE SEWER CROMNG.
FOR. ALL WATER MAINS AT THE PIPE MATERIAL TRANSITIONS FROM C-900 PVC TO DUCTILE IRON (DI) PIPE, RESi'RAINEQ
MECHAN#CAL JQINT SLEEVES SHALL BE UTIILIZED TO JOIN THE PIPES.
I--
Z
w
0
m
g
ul
a
a
D
MIN
MIN
SOIL
ROCK
27" & SMALLER
6"
6"
30" TO 60"
6"
9"
66" & LARGER
6"
12"
TABLE OF EMBEDMENT
DEPTHS BELOW PIPE
NOTES:
1. GRANULAR EMBEDMENT MATERIAL SHALL BE
CRUSHED ROCK, PEA GRAVEL COARSE
AGGREGATE SIZE NUMBER 57. EMBEDMENT
MATERIAL SHALL BE PLACED IN LAYERS NOT
MORE THAN 6" DEEP AND COMPACTED AS
SPECIFIED.
2. HAND PLACED EMBEDMENT SHALL BE
COMPACTED FINELY DIVIDED MATERIAL FREE FROM
DEBRIS AND STONES.
3• EMBEDMENT ABOVE THE TOP OF THE PIPE SHALL
REINFORCING STEEL
BE AN UNCOMPACTED LAYER FOR ALL
rs
s00 z
WHEN REQUIRED
o
INSTALLATIONS.
1 1 4 Bc
p z
�� z
Bc+ 8" MIN
't
4. REFER TO SPECIFICATIONS FOR GEDTECHNlCAL
��
FABRIC OR SPECIAL EMBEDMENT REQUIREMENTS
BELOW
i:!;.i:!;.i:!• •i:',;i:!,
FOR TRENCHES IN FINE SOILS EXTENDING
GROUNDWATER LEVEL.
a
A,
a
5. TRENCH OUTLINES DO NOT INDICATE ACTUAL
ENCASEMENT
TRENCH EXCAVATION SHAPE, SOIL CONDITIONS,
MAY BE
OR PRESENCE OF SHEETING LEFT IN PLACE.
PLACED TO
EMBEDMENT MATERIAL SHALL EXTEND THE FULL
°
FULL
WIDTH OF THE ACTUAL TRENCH EXCAVATION.
TRENCH
CLASS
WIDTH
ARCH EMENT
LEGEND
Bc OUTSIDE DIAMETER OF PIPE
mz
H COVER ABOVE TOP OF PIPE
D NOMINAL PIPE SIZE
s 3 ZM
2 —
Z Y co
w
¢ C3
m
Z
•r..
•r.
Ltl
r..•
•r.!i
i:!•!i
U
�
r.r
;
,r.r•
�
w i a
DATE I BY j CHKD
a EMBEDMENT BELOW PIPE (SEE TABLE)
HAND PLACED EMBEDMENT
GRANULAR EMBEDMENT
CONCRETE
uJ
Ld
�
r- •i:
r..i:
r
r..
WSACC
WATER AND SEWER AUTHORITY
OF CABARRUS COUNTY
WYE STRAINER
FLANGE ADAPTOR
COUPLING
EXISTING END OF
LINE VALVE
_ LENGTH
AS RBQUIR
EXISTING
WATER LINE
BACKFLOW DEVICE
A
4"
6'-3"
6"
90
8"
1 1'-•2"
NO.v" DATE I BY I CHKD
EMBEDMENTS FOR MAINS
FILE NAME: WS 1.0 DATE:
NOTE: THIS VALVE WILL
BE CLOSED DURING
PRESSURE TEST.
REDUCED PRESSURE
90' F/F BEND WITH 3/4"
PRINCIPLE BACKFLOW
PREVENTER
TAP FOR DISINFECTANT
WATER SUPPLY
GATE VALVE F/F
(OPTIONAL)
NOTE: THIS VALVE WILL BE
DRAIN
CLOSED DURING
PORT
DISINFECTANT INJECTION
MUST BE OPEN
FLOW 12'
12' MIN.
DURING PRESSURE TEST.
30" MAX.
FLANGE ADAPTOR COUPLING
-PLAIN END DIP
TAP FOR DISIN ECTANT
SECTION
INJECTION AND PRESSURE TEST
90' MJ BASE BEND WITH
PLAIN --END DIP SECTION
MECHANICAL RESTRAINT
OR PE/PEA REDUCER
BRACING AS REQUIRED
n s
WATER MAIN SIZE
B
6"
17"
8"
19"
12"
22"
16"
26"
24"
32"
ROMAC 501 COUPLING
OR EQUAL
WATER MAIN
SIZE
MIN. BACKFLOW
DEVICE SIZE
MIN. END OF LINE
BLOWOFF
6" OR 8"
2"
2"
12"
4"
2.5
16"
1 6"
4"
24
8"
6"
WSACC
WATER AND SEWER AUTHORITY
OF CABARRUS COUNTY
BACKFLOW PREVENTOR
BY-PASS CONNECTION FOR
FILLING NEW WATER MAINS
FILE NAME: W2 D DATE: 8 Q6
North Carolina CA
License No. : F- 1316

mm
21" MAX.
R-1/z O.D.
PIPE BARREL
CORE HOLE FOR DUCTILE IRON
INFLUENT PIPE WITH CORING
MACHINE AND INSTALL FLEXIBLE
Gila STUps RUBBER COUPLING.
15" C.C. (TyP) __-(SEE NOTE #4)
ADJUSTABLE_...__.
TYPE 304 STAINLESS
STEEL, 11 GUAGE (.11951
CLAMPING BRACKETS
INSIDE DROP BU WITH 3/8" PINCH BOLT I
AND NUTS TYPE 115-5
STAINLESS STEEL
'
PINCH BOLT W/ NUTS
SECTION B--B
8'v'd
B" MIN CL.EI
FROM JOINT
ELEVATION
(ABOVE OR
- _
BELOW)
01
TRIM DI PIPE 2' MAX -
FROM MANHOLE WALL.
INSIDE DROP BOWL
SECURED WITH
STAINLESS STEEL
BOLTS
I FERNCO FLEXIBLE - «-
COUPLING OR EQUAL
SPIGOT EMBEDDED
IN GROUT AT 45-DEG Ia
W/ SEWER FLOW
_ . RESHAPE ADJUSTABLE
INVERT TYPE 304 STAINLESS " ... _............. ......_.____
STEEL, 11 GUAGE
�SE_ _ C710M A- A CLAMPING BRACKETSDETAIL
WITH 3/8" PINCH BOLT
AND NUTS TYPE 18-8
NOTES+ STAINLESS STEEL
1. INSTALL "RELINER-DURAN, INC.' OR EQUAL INSIDE DRIP BOWL
AND ASSOCIATED APPURTENANCES, ACCORDING TO MANUFACTURE'S
RECOMTdENDATIONS, ALL ADJUSTABLE CLAMPING BRACKETS AND
ASSOCIATED APPURTENANCES SHALL BE STAINLESS STEEL,
ANNULAR SPACES TO BE GROUT FILLED AND EPDXY COATED.
2. PIPING FOR INSIDE DROP SHALL BE SDR 35 PVC CONFIRMING TO
ASTM SPECIFICATION D3034. BOTTOM BEND TO BE 90' SHORT
BEND, BELL SPIGOT, OF SDR 35 PVC. SPIGOT 13F BEND TO BE
TURNED AT 45-DEGREE WITH SEWER FLOW AND SMALL REST
T TO A
DIRECTLY ON EXISTING SHELF CONSTRUCT MASONRY TROUGH
MIN CHANNEL PROPBOWL MOUNTING POSITION
FIRM DROP EFFLUEN
3, LOCATE 'RELINER-DURAN, INC.' FIR EEQUALSTAINLESS STEEL
ADJUSTABLE CLAMPING BRACKETS WITH ASSOCIATED
APPURTENANCES AT PIPE BELL AND ABOVE BELL OF 90• BEND AS
SHOWN, ADD EXTRA CLAMPING BRACKETS AS NECESSARY TO
MAINTAIN MAXIMUM SPACING OF FOUR FEET AND TO ENSURE A Yr_
BRACKET IS LOCATED AT EACH PIPE JOINT.(MIN OF 2,)
4. HOLE IN MANHOLE WALL T13 BE MADE WITH A CORING MACHINE,'
r�
INSTALL FLEXIBLE RUBBER COUPLING. CURE HOLE SHALL NDT
ENTER CONE SECTION, THE INFLUENT SEWER MAIN PIPE SHALL
BE CONSTRUCTED WITH A 10-FI]OT (MIN) SEGMENT OF DUCTILE
IRON AT EACH DROP MANHOLE. INFLUENT SEWER MAIN SHALL NOT
PROTRUDE MORE THAN 2-INCHES INTOI THE INTERIOR OF MANHOLE,
5, STEPS SHALL BE RELOCATED IF THEY CONFLICT WITH INSIDE
DROP. ANNULAR SPACES TO BE GROUT FILLED AND EPDXY COATED. I± _
2'--€3" Dik X 5" TIHICK
CONCREM PR MR
RING IF IN SHOULDER
OF R ) ---A
A
TAPNO WDLE
R S -
DEAD END BLOW -OFF
2`-0" 1)IA, � THICK
CONCRETE PROTECTROM OR
RING IF° IN SHOULDER �
OF ) ,
LoN
`r
i
INS6EaF: t7Rt7F' 1130V#E_ I
2' BRAW ORI
4" DUCTILE IRON
a
0
W
BORE PIT
SEE PLANS
RESTRAINED PUSH -ON
JOINT DUCTILE IRON
CARRIER PIPE
5' MIN BEYOND TOE
OF SLOPE, OR 5'
MIN. BEYOND E.O.P.
WORK ZONE
K/W `
(WIDTH VARIES
5' (MIN) _6' (MIN) RECEIVING a
..f PIT
I� SEE PLANS
d n
Li L
STEEL ENCASEMENT REFERENCE
GENERAL NOTES 9 AND 10
END WALL END WALL
TYPICAL
TRENCHLESS EXCAVATION DETAIL
(N-1-s)
5' MIN BEYOND
SHOULDER (PAVEMENT SHOULDER TOE OF SLOPE
o a
f � �
x W17
3'-0" MIN 41
RESTRAINED
PUSH -ON JOINT
END WALL
END WALL DUCTILE: IRON
CARRIER PIPE
SLOPE T -
�� STEEL ENCASEMENT REFERENCE
1 2
CU. YD. GRAVEL GENERAL NOTES 9 AND 10
111
F R
DRAINAGE
TYPICAL
PIPE CROSSING UNDER
.ROADWAY RIGHT OF WAYS
(NITS)
GENERAL
NOTES:
8" D 8"
1.
SEE DRAWINGS FOR LOCATION, SIZE AND LENGTH OF STEEL PIPE
CASINGS.
2,
INSTALL TWO (2) 1-INCH DRAINS EACH SIDE OF CARRIER PIPE IN
DOWNHILL END WALL. CASING PIPE
3.
ENCASEMENT PIPE IS TO EXTEND OUTSIDE OF THEORETICAL. 1:1
SLOPE FROM EXISTING OR PROPOSED EDGE OF PAVEMENT AND 5 CARRIER PIPE
•-
FEET BEHIND THE CURB AND/OR 5 FT BEYOND THE TOE OF THE
SLOPE; REGARDLESS OF PROPOSED INSTALLATION BY OPEN -CUT OR
TRENCHLESS EXCAVATION.
np
4.
ALL EXCAVATIONS SHALL BE OUTSIDE THE PROJECTED 1:1
THEORETICAL SLOPE FROM EDGE OF PAVEMENT (E.O.P) LINE OR A
MINIMUM OF 5 FEET FROM THE EDGE OF PAVEMENT TO THE
NEAREST EDGE OF TRENCH, UNLESS APPROVED BY THE
WEEP HOLES
COMMON BRICK MORTAR
APPROPRIATE AGENCY.
1 PART PORTLAND CEMENT
5.
ALL TRAFFIC WILL BE EXCLUDED FROM THE 1:1 SLOPE AREA UNTIL SEE NOTE 2
TYPICAL 2 PARTS SAND
G.
BACKFILL. IS COMPLETE.
IN ANY EVENT SHOULD THE 1:1 SLOPE AREA BE UNPROTECTED,
D - DIA. OF CASING PIPE
END WALL SECTION
ACTIVE SHORING (SHEET PILINGS, SOLDER PILES AND/OR LAGGING.
(NTS)
ETC) SHALL MEET THE APPROVAL OF NCDOT DIVISION ENGINEER
AND/OR CITY TRANSPORTATION ENGINEER, AS APPLICABLE:
CITY OF CONCORD
7,
ACTIVE SHORING SHALL BE IN ACCORDANCE WITH OSHA TRENCHING STANDARD DETAIL
STANDARD 1925 SUBPART "P" OR AS AMENDED.
B.
RESTRAINED PUSH -ON JOINT DUCTILE IRON CARRIER PIPE SHALL
�, r Ei c i o _., ^ INSTALLATION OF CARRIER PIPE
EXTEND THROUGH ROAD RIGHT-OF-WAY AND CASING PIPE
WITHIN RIGHT-OF-WAYS
ASSEMBLY AT MINIMUM, OR AS INDICATED ON THE APPROVED PLANS.
THE MORE RESTRICTIVE CONDITION SHALL APPLY. 4
8 2018 SVII I HVIS D'TO REEVE RAILROAD REFERENCE
9.
SEE CITY DETAIL "CASING SPIDER' FOR CASING PIPE AND SPIDER 3
12 2017 SW REVISED TO REFERENCE CITY SPIDER DETAIL AND CATHODIC PROTECTION NOTES
REQUIREMENTS. 2
z 2013 SVIN REVSED TO INCLUDE RATLRROAD INSTALLATION CONDITIONS
10.
CATHODIC PROTECTION REQUIREMENT - WHERE CATHODIC
9 2612 SVM REVISED TO INDICATE STANDARD INSTALLATION CONDITIONS WITHIN IN ROMWAYS
PROTECTION IS REQUIRED FOR GAS LINE CROSSINGS, THE CASING
PIPE SPIDERS SHALL BE ADVANCE PRODUCTS AND SYSTEMS, INC., W0.
Date BREVISION
STAINLESS STEEL BAND CASING SPIDERS, MODEL SST, OR EQUAL;
Drown By: Checked By: Approved By: pate Sht of
AND THE STEEL CASING PIPE IS TO BE UNCOATED STEEL,
SUM
MSH
VALVE
(sm MCC
VALVE ADX
INSTAU,AT ON
M.N. COVER DETAIL)
NOTE 1
x.
NOTE 4
NOTE 3
NOTE B
LL
Lu
u
6-giCF1ES MITL
- FITTINGS AS REQUIRED
--• • NOTE 9
NOTE 9
\_Nm 10
I i NOTE 2. CONTINUOUS
r 2-INCH K-COPPER 4R
WATER MAIN WITH CITY APPROVAL HOPE
SDRO- 20OP51 SERVICE SIDE VIEW
WITH TRACING WIRE NOT TO SCALE
GENERAL. NOTES:
1. THE 2-INCH WATER SERVICE SHALL BE INSTALLED BY THE CITY OF CONCORD, IF CONNECTION IS TO BE MADE
TO AN EXISTING WATER MAIN. ALL OTHER PROPOSED CONNECTIONS SHALL BE MADE BY A NORTH CAROUNA
REGISTERED AND LICENSED CONTRACTOR UNDER THE SUPERVISION OF AUTHORIZED CITY OF CONCORD STAFF.
2-INCH TAPPING SADDLE: 2-INCH TAPPING SADDLES SHALL BE BRASS MANUFACTURED BY FORD 'S-70'.
MUELLER "H-134--20", OR EQUAL. B-INCH TO 12-INCH TAPPING SADDLE SHALL BE DOUBLE STRAP. STAINLESS
STEEL, EPDXY OR NYLON COATED; OR SOLID BRASS MANUFACTURED BY SMITH BLAIR '317' OR ROMAC "202N".
CORPORATION STOPS SHALL BE HIGH PRESSURE RATED AT 150 PSI BRASS COMPRESSION FITTING TYPE WITH
STANDARD THREADS FOR INSERTION INTO THE TAPPING SADDLE AND WITH SERVICE PIPE CONNECTION INCLUDING
COUPLING AND GASKET. CORPORATION STOPS MANUFACTURED BY MUELLER "H-25008" OR A FORD EQUIVALENT.
2, 2-INCH DIAMETER K-COPPER PIPE OR WITH CITY APPROVAL HOPE SDR#9 200PSI RATED WITH TRACING WIRE AND
WITH EITHER "FRIALEN" ELECTROFUSION COUPLING FITTINGS "2"iPS-SDR#9" OR 2"IPSX2"IPS BRASS WITH
PROTECTIVE SLEEVES BY 'INDEPENDENT PIPE PRODUCTS" AND 2" BRONZE 90-DEGREE ELBOWS, AS APPLICABLE.
3. GATE VALVE SHALL BE 2--INCH EPDXY COATED CAST IRON RESIL.ENT WEDGE FIP TO FIP CONNECTION
MANUFACTURE AMERICIAN FLOW CONTROL MODEL "304SS" OR MUELLER EQUIVALENT.
4. STANDARD VALVE BOX PROTECTION IW1TH 2'-0" X 2'-0" CONCRETE PROTECTOR RING, CAST IRON N ACCORDANCE
WITH THE WATER & SEWER AUTHORITY OF CABARRUS COUNTY (WSACC) TECHNICAL STANDARDS MANUAL AND
DETAILS
5. 4 TO 6-INCHES OF WASHED STONE IN METER BOX BASE AND FOOTINGS.
& 2-INCH BRASS METER VALVE FLANGE MANUFACTURED BY FORD "BFA13-777W" OR EQUAL
7. RADIO READ METER ASSEMBLY INSTALLED BY THE CITY OF CONCORD, ALL APPURTENANCES FOR THE INSTALLATION
OF THE WATER METER. THE METER, BRASS GROUND LOCKABLE METER CUTOFF, GASKETS, AND EXPANSION
CONNECTION, SHALL BE INSTALLED BY THE CITY OF CONCORD
8, METER BOX SHALL BE MID STATE PLASTICS OR EQUAL BOX MSBCF-1730-1BXL AND LID MSCBS-1730-RTR.
METER BOX RIM SHALL BE SET FLUSH WITH FINAL GRADE. METER BOX ASSEMBLY SHALL NOT BE LOOTED WITHIN
A ROAD, STREET, DRIVEWAY, SIDEWALK OR DRAINAGE FEATURE.
9. 12-INCH BRASS NIPPLE PAST BOX
10. REQUIRED BACKFLOW PREVENTION ASSEMBLY IN ACCORDANCE WITH THE CITY OF CONCORD CROSS -CONNECTION
CONTROL ORDINANCE.
11. AS APPPUCABLE, A "W" SHALL BE SCRIBED IN THE FACE OF THE CURB ABOVE THE LOCATION OF THE INSTALLED
WATER SERVICE.
ZONING SE ECK
PROPERTY LINE PRIVATE BWKFLOW
PREVENT011 ASSEMBLY
METER LOCATION PER
APPROVED DRAWINGS
\-PUBW ,ram
MAW
GENERAL LOCATION REQUIREMENT
N.T.S,
FINAL NERR WCKRON TO BE IN COMPLIANCE WITH
THE APPROVED DRAWINGS * CIM (W CONCORD ORDINANCE
LE
gz&j�ww
WATER METER
STANDARD DETAIL.
2-INCH COMMERCIAL
WATER SERVICE METER
2,
4 26 17
2.
IgLWI5
GEM
1-SCAT
No.
Dote
REVISION
Dim" W.
Chedred By
BIr
Date
03/06
Tr"ht
of
40
CANG PIP
CARRIER �°Ip'E � i
3
L51, ` ,
Nei CMU r4W
4
. 3
2 1
b
T:dl3 VIA
0'
LEGS ROTATED OUT OF POSITION .FOR CLARITY
�RRIEA PIPE IS RESTRAINED PUSH -ON JOINT DIP, PROVIDE TWO SPIDERS PER
JOINT OF CARRIER PIPE..
2. SPIDERS, NUTS, BOLTS; & WASHERS SHALL BE STAINLESS STEEL.
3, ADJUST HEIGHT OF SPIDERS AS NECESSARY TO MAINTAIN SPECIFIED SLOPE.
�4. CASINO PIPE MATERIAL IS STEEL.
CITY OF CONCORD'
STANDARD DETAIL
CASING PIPE
Na. Dt1W+ RIEYISIQFI
SPEDERS
Drown Hy; i�raalrell B1r. APPi4vbd By: I]erta 9h1 of
SVM PK MSH 0%11 1 1
CA'�SING-PIPE
4" 2"
CAR�6L PIPE
51xII�32 DIIIAIBU510NS
HICMAiAIf
RAILROAD
NCIMIIVAM.
a1,4.
ta. Dk,
t�, LT..
.WALL
CQ. Q
WALL
A
B
C
S"
S.9D"
12.73"
q:188"
12.75"
O.iSq°'
1'1"
11[AI"
'3t1$r'
sl}
9.D5"
18"
D.25o'a
loss
Il:a1?"
16 1r2°'
2 1►ay�
12"
13:20"
ZA,r'
0:250"
24"
D:406"
22112"
3"
1
114,r9
16"
'17.q•q"
30A7
0.312"
30"
D.TiDD"
28 9t�"'
31127p
.{ qq
i.1L95
24"°
25:80"
86°''
0:375"
36"
D.5625"'
34112°7
SEE NOTE 3
FINISH GRADE
4'
� AN" w
GLE YOKE VALVE
SEE NOTE 5
�
'��a, 'r ,.,: SEE NOTE B
3"-0" MIN. COVERSEE NOTE 2
3/4" OR 1' COPPER SERVICE SINGLE
CONTINUOUS RUN OF TUBING FROM
MAIN TO ANGLE VALVE
I��
NOT TO SCALE
GENERAL NOTES:
1. REFER TO THE CITY OF CONCORD SPECIFICATIONS FOR ACCEPTABLE MANUFACTURES OF MATERIALS.
2. PROVIDE 12" BRASS NIPPLE PAST BOX
3. METED BOXES SHALL BE PLASTIC BODY AND LID, THE METER HOUSING SHALL BE MID STATE PLASTICS OR
EQU 'L; 3/4-INCH 130X MSBCF - 1118-12XL AND LID MSCBC--1118- RTR; AND
1-INCH BOX MSBCF-1324-12XL AND LID MSCBC-1324- RTR. METER BOX RIM
SWA BE SET FLUSH WITH FINAL GRADE. THE WATER METER BOX ASSEMBLY SHALL
NOT BE LOCATED WITHIN A ROAD, STREET. DRIVEWAY, SIDEWALK OR DRAINAGE FEATURE.
4, ALL A PURTENANCES FOR THE INSTALLATION OF THE WATER METER; THE METER, BRASS
GROUND LOCKABLE METER CUTOFF, GASKETS, AND EXPANSION CONNECTION; SHALL BE
INSTALLED BY THE CITY OF CONCORD, IF CONNECTION IS TO AN EXISTING. MAIN.
5. REQUIRED BACKFLOW PREVENTION ASSEMBLY IN ACCORDANCE WITH THE CITY OF CONCORD
CROSS -CONNECTION CONTROL ORDINANCE.
fi. THE BASE OF THE METER BOX MUST HAVE AT LEAST 6-INCHES TO 8-INCHES OF #57 WASHED STONE.
7. A " SHALL BE SCRIBED IN THE FACE OF THE CURB ABOVE THE LOCATION OF THE
INSTALLED WATER SERVICE,
ZaNINO SgT9AC(C
PROPfR1Y u PRIVATE tIACKi1.0W
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GENERAL LOCATION REQUIREMENT
H.T.S 2. 25 16 GENERAL NOW 7 -SCRIBED 11P 5VM
FINIIL ME7ER LWATION TO 09 N I By OOMPUANCIE >el>IFI 1. 9 07 C(iNT;NUOUS PIPE & OpNNECTION, 5YM
THE APPRpYf:O aaAwlnrle Ik CRY OF CONCORD andwwce
No. Date REVISION
proMln 9y; Chocked By: A111MAYYII W. pate [Sht of
02/05
North Carolina COA
License No.: F-1316
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UTILITY DETAILS
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STORMWATER EASEMENT
SANITARY SEWER EASEMENT
LANDSCAPE BUFFER
FENCE
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HEADWALL
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SPOT ELEVATION
HIGH POINT SPOT ELEVATION
TOP OF WALL AND BOTTOM OF
WALL ELEVATIONS
SHEET MATCHLINE
TEMPORARY SILT
SEDIMENT FENCE
STONE SILT FENCE OUTLET
INLET PROTECTION
CONSTRUCTION SEQUENCE
1. ONCE STABILIZATION OF THE SITE IS ACHIEVED BASIN #1 CAN
BE REMOVED. BASIN #2 TO REMAIN ONCE CONSTRUCTION IS
COMPLETE.
NOTES
1. CONSTRUCT AS MUCH OF THE RESTORED / RELOCATED STREAM
PRIOR TO FILLING IN STREAM ALIGNMENT SHOWN FOR EROSION
CONTROL PHASE 2.
0 20 40 80
1 INCH = 40 FEET
North Carolina COA
License No. : F-1316
SHEET NUMBER
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1 INCH = 40 FEET
BREE ROAD PROFILE VIEW
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VERTICAL 1 inch = 5 feet
TIE -OUT FOR
ROAD STUB
North Carolina COA
License No. : F-1316
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SHEET TITLE
BREE ROAD PLAN AND
PROFILE
SHEET NUMBER
C-401

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License No.: F-1316

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PROJECT #
I SLND18001
ISHEET TITLE
STORM PROFILES
SHEET NUMBER
C-402
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North Carolina COA
License No.: F-1316

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730
720
710
700
.•E
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
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BUFFER
FEMA 100 YEAR FLOOD
WETLANDS
DITCH CENTERLINE
RETAINING WALL
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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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IFC
PROJECT
#
I SLND18001
SHEET TITLE
INTERSECTION SIGHT
DISTANCE
SHEET
NUMBER
C-403

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.
SAND FILTER PLAN VIEW
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. 0 10 20 40
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 I INCH = 20 FEET
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.
9I
FOREBAY
= 684.00
G�SS
3.1
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it
TOPSOIL/SOD FOR LAWN
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FOREBAY SURFACE AREA
SEDIMENT AREA
RIP RAP BERM
d50=6", CLASS B
TOP = 686.00
N
n -/--\(>
SAND MEDIA, NATURAL RIVER --
OR BANK SAND MATERIAL (PER
ASTM C33)
TOP OF GRAVEL/BOTTOM OF
SAND = 681.00
1-4
BOTTOM OF GRAVEL =
680.00
GRAVEL FILTER LAYER,
COURSE AGGREGATE,
WASHED GRAVEL
BASIN AREA
* UNDERDRAIN PIPES SHOULD BE MINIMUM 6"
PERFORATED SCHEDULE 40 PVC (PER AASHTO M278).
PERFORATIONS SHOULD BE SPACED 3" ON CENTER
ALONG 4 LONGITUDINAL ROWS SPACED 900 APART.
DRY DETENTION AREA
SANDFILTER AREA
3" #1 OR #2 WASHED
ROUND STONE =
683.75
TOP OF SAND MEDIA
= 683.50
OBSERVATION `v f
CLEANOUTS
EL=685.25
6"PVC
_681=I I
-. •`,.,.INV. .00�-
1-D TURNUP
GEOTEXTILE
FILTER FABRIC
TYPE 1
- 6" PERFORATED PVC
UNDERDRAIN* (TYP,)
= 680.00 @ 0.00%
ALL SIDE SLOPES TO BE SODDED.
SAND FILTER DETAIL
12" FROM BANK
6" SOLID TO
6" PERFORATED
PVC PIPE TRANSITION
Incremental
Accumulative
BMP Elevation
Total Basin
Storage
Storage
Sand
Filter 683.5
8405
0
0
684
9651
4514
4514
685
10953
10302
14816
686
12312
11633
26449
687
13728
13020
39469
688
15200
14464
53933
TOP OF BASIN=688.00
EMERGENCY WEIR=16' WIDE (687.50 CREST)
50 YR. H W L= 687.95
10 YR. HWL=687.02
1 YR. CPV=685.82 PROP GRATE PER NCDOT
STD 840.16
TOP OF GRATE = 687.50
TOP OF BASIN
W 688.00
10,
TOP OF EMERGENCY
SPILLWAY WEIR=687.50 TOP OF 3" #1 OR #2 WASHED
SEE THIS SHEET FOR DETAIL ROUND STONE
a-1II=I II- WQv ELEV=684.62 _
i 8"CLASS "C" CONREfE (WQv PROVIDED=10,765 CF)
3ti I 'I I I• I'I I I- 683.75
iIII+II 683. D
TOP OF MEpIA;r`�"' {
II _III _
Il
III- �..�
� � • x•i' i,i 4' t•. '. y.s,�
-III II-
- .,30 °.:; •:4.'• ~•��'-,�' :�:.�
18" STM DUMP ROCK FOR ,xR TOP OF STONE
a: ENTIRE WIDTH OF
INV OUT = 681.00 EMERGECY SPILLWAY WEIR
CLASS B 681.00 _ :' r•; : , : ~::•? :`.�:.`
OAF
FLOWABLE FILL
680.00 [S .S
FILTER FABRIC OR OPEN WEB TURF MAT OR 2" #8 OR #89
WASHED CHOKING STONE
NOTE: DRAINAGE AREA TO THE SAND FILTER FACILITY 6" DIAMETER PREFORATED STORM SEWER PIPE
MUST BE STABILIZED BEFORE FILTRATION @ 0,00%
CONTROLS AND FILTER MEDIA ARE INSTALLED.
a
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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FLASHING LEFT
ARROW BOARD I P I
MESSAGE BOARD
� � I
\ I I
GENERAL MAINTENANCE
OF TRAFFIC NOTES NOTES LEGEND
1. ALL TRAFFIC CONTROL DEVICES SHALL BE FURNISHED, ERECTED, 1. WORK SHALL ONLY BE CONDUCTED DURING NON -PEAK HOURS. DRUM (NCDOT 1130.01)
MAINTAINED AND REMOVED BY THE CONTRACTOR IN DURING CONTRACTOR'S NON -WORKING HOURS ALL LANES SHALL
ACCORDANCE WITH THE FEDERAL HIGHWAY ADMINISTRATIONS BE OPEN TO TRAFFIC. DURING CONTRACTOR'S NON -WORKING - AREA OF CONCRETE
"MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)" HOURS THE DROP-OFF WITHIN THE WORK ZONE SHALL BE :'
(CURRENT EDITION), AND THE NORTH CAROLINA SUPPLEMENT TO BACKFILLED OR SECURELY PLATTED TO ACCOMPLISH THIS.
THE MUTCD (NCSMUTCD) (CURRENT EDITION). WORK SHALL BEGIN AND END WHERE RIGHT TURN LANE AND ® WORK AREA
PRIVATE DRIVE ENTRANCE IS SHOWN ON PLANS. WORK
2. THE LANE SHALL NOT BE RE -OPENED TO TRAFFIC UNTIL COMPLETED IN ONE PHASE SHALL BE COMPLETED WITH 1 LANE TRAFFIC FLOW ARROW
PERMANENT TRAFFIC CONTROLS ARE IN PLACE, OR UNTIL TEMPORARY LANE CLOSURE ON A DIVIDED MULTI -LANE ROADWAT
TEMPORARY TRAFFIC CONTROLS, APPROVED BY THE ENGINEER, AT LESS THAN 60 MPH WITH WORK ZONE AS DEPICTED ON THIS
ARE INSTALLED. THE CONTRACTOR ASSUMES ALL LIABILITY FOR PLAN. THIS SECTION SHALL BE AS PER NCDOT STD 1101.02 EXISTING RIGHT-OF-WAY
THE PREMATURE REMOVAL OF TEMPORARY TRAFFIC CONTROLS. SHEET 3 OF 14. T EXISTING EDGE OF PAVEMENT
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE 2. ADVANCED WARNING SIGNS SHALL BE PLACED IN A VISIBLE PROPOSED EDGE OF PAVEMENT
REINSTALLATION AND/OR REPLACEMENT OF ALL PERMANENT LOCATION NOT IN CONFLICT WITH ANY EXISTING SIGN, DRIVE
TRAFFIC CONTROL DEVICES DAMAGED OR REMOVED DURING THE OR INTERSECTION.
CONSTRUCTION. PERMANENT TRAFFIC CONTROL THAT IS NO
LONGER IN CONFLICT WITH TEMPORARY TRAFFIC CONTROL 3. EXISTING CONFLICTING PAVEMENT MARKINGS SHALL BE
SHALL BE REPLACED IMMEDIATELY. THE CONTRACTOR SHALL REMOVED.
ASSUME ALL LIABILITY FOR MISSING, DAMAGED, AND
IMPROPERLY PLACED TRAFFIC CONTROL DEVICES. 4, ALL CONSTRUCTION SHALL CONFORM TO TOWN OF MIDLAND AND
NCDOT STANDARDS AND SPECIFICATIONS.
4. THE CONTRACTOR SHALL PROVIDE A 24 HOUR CONTACT WHO
WILL BE RESPONSIBLE FOR MAINTENANCE OF TRAFFIC FOP, THE 5. CONTRACTOR SHALL COORDINATE WITH NCDOT INSPECTOR FOR
DURATION OF THE PROJECT. ALL TRAFFIC CONTROL. FIELD MODIFICATIONS MAY BE REQUIRED.

FLASHING ARROW BOARD MODES
FLASHING ARROW BOARD TYPE
PANEL
MINIIRJ11 SIZE
01MIMU• LEGIRILITV'
MINIMUM NUMBER
TYPE
(M x x INGxi'S}-
DISTANCE
OFELEMENTSlN1xLEn)
0
05 X 48
1
15
GENERAL NOTES
1- 00 NOT USE STRAIGHT -.LINE CAUTION OR STATIC 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.
S- USE ARROW BOARD ELEMENTS CAPABLE OF A MINIMUM E0 PERCENT DIMMING FROM THEIR FULL RATED
LAMP VOLTAGE. USE FULL LAMP VOLTAGE DURING THE DAY, AND USE THE DINED MOPE AT NIGHT.
4- CO 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 LANE$ LATERALLY.
S- ALL FLASHING ARROW BOARDS MUST BE LISTED .ON THE THE DEPARTMENT'S APPROVED PRODUCTS LIST.
�M
<
F
1— HiT"�U3 HpC3
0 ......_._,..... _. .....,..... ,..... ,..... ,..... ... _.__. _...._... !.L ....J H
FH > pCC Z LATERAL CLEARANCE: GEE STANDARD
LL! c[ LL = W MTHIMUN FIN TRAVEL LANE.-GPEOWIUATIGNS
-TI > A rn F- U CC CI PLACE SIGN BEYOND SHOULDER FOR APPDGVO SIGN
z' � Q ' OUOSrRATE MATERIAL
(n O C7 E [^ POINT IF IT CANNOT BE INSTALLED
Z {..{ r` "17 en )— C) P MB. IF RION. IS PLACED NITHIN
0
H A LANE O.OSURE OR ON THE
TRAYELMAY THE CLEAAMME
`�. > _ I ! > to
APPLI6R FR011 THE OPEN LAME
TT1
C'}
M Z
ELEVATION
00
> GENERAL NOTES:
:i USE PIPE COLLAR FOR EXTENDING EXISTING CONCRETE PIPE
Z CULVERTS, A7 LOCATIONS SHOWN ON PLANS OR
+0 AS DIRECTED UY THE ENGINEER. THIS INCLUDES EXTENDING
-n EXISTING PIPES WITH PIPES OF DIFFERENT MATERIALS.
CONSTRUCT THE PIPE COLLAR WITH CLASS "B" OR BETTER
CONCRETE.
OBSERVE ALL REQUIREMENTS OF SECTION 840 OF THE STANDARD
SPECIFICATIONS.
fi USE 300mm DIAMETER VALUES FOR PIPE DIAMETERS LESS
THAN 300mm.
Note:
This drawing is dimensioned in
SHEET 1 OF i millimeters Unless otherwise
840.72 depicted within the drawing.
ORANGE ULTRA VIOLS
STABILIZED IMPACT
RESISTANT PLASTIC
CIRCUMFERENTIAL
ALTERNATE ORANGE & WHITE
RETROREFLECTIVE STRIPES,
2 ORANGE & 2 WHITE COVERIN[
ENTIRE OUTSIDE
TOP la"
GENERAL NOTES
SIDE ELEVATION
..
D E F m3
i
9D0 300 300 6.25
TIRE BALLAST
ALL RAISED COLLARS (MIST GE BLACK IN COLOR
AND FAEE OF ANY COLORED PAINT
BALLAST COLLAR SHOULD HAVE WOO CONTACT
WITH THE BARREL FLANGE AND BALLAST OUTER
EDGE MAST 'LAY FLAT WITH ROAD RAIRFAAR
SAUMS THAT USE TIRE UAL.ARTS ARE NANUFAC3'IpSRD
SPECIFICALLY FOR THAT PURPOOE.- 00 NOT USE
TIRE EALLASTRIMTH DINER DRUM OfDIONS.
1- BALLASTING SHALL BE ACHIEVED BY THE SAND BAG, TIRE-SIDEWALL, OR PREFORMED WEIGHTED BASE
METHODS. USE THE TIRE BALLAST AS SPECIFIED BY THE MANUFACTURER. DO NOT PLACE BALLAST
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 NON-RETROREFLEOTIVE COLOR AND NOT
OVER 2" IN HEIGHT.
3- ALL DRUMS MUST BE LISTED ON THE DEPARTMENT'S APPROVED PRODUCT LIST.
4- REFER TD THE STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES FOR ADDITIONAL INFORMATION.
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MOUNTING HEIGHT DIMENSIONS:
PON 2-LANE. 2-WAY ROAOMAYB INCLUDING
THOSE WITH CONTINUOUS LI PI`40N LANES,
THE HEIGHT BETWEEN RMOBAY TO SIGN SHALL
BE 1' NINIMUM.
FOR ALL OTHER ROADWAYS THE. HEIGHT BETWEEN
s
- ROADWAY TO SIGN SHALL BE. S' MINIMUM.
1iii/i
--._ --"--.---------------"---...-_•--_---------"_---
ki3.TI7�`Iz, ----- --- - ---
PAVED SHOULDER
TRAVEL LANE
SHOULDER POINT
IF SUPPLEMENTAL PANEL tS HEMIREJ
USE -A W YININUM HEIGHT TO MAIN SIGN
WITH A 3' MINIMUM. HEIMfr 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 MUST MEET OR EXCEED THE REQUIREMENTS OF NCHRP 350 FOR
CATEGORY II DEVICES.. USE PORTABLE WORK ZONE SIGNS AND STANDS SPECIFICALLY DESIGNED FOR
ONE ANOTHER.
3- ALL PORTABLE WORK. ZONE SIGNS AND STANDS MUST BE LISTED ON THE DEPARTMENT'S APPROVED
PRODUCTS, LIST.
DISTANCE TO 4TH 9I0N
L.- REPEAT FOR ANY CONSECUTIVE SIGNS
ADVANCE WARNING SIGN
SPACING CHART
RECOMMENDED
POSTED SPEED LIMIT
DISTANCE RETWWN stems
IPiTCT'}x
(MPH)
^
ICY
®
O
40-40
550
350
350
CONTROLLED ACCESS ROAss
1000
MOP700
[z �)
STATIONARY OR PORTABLE SIGNS
DdSTANOE TO PRO SIGN DISTANCE TO END SIGN
GENERAL NOTES
1- REFER TO 2009 MUTCO OR THE LATEST EDITION.
2- USE THIS STANDARD DRAWING IN CONJUNCTION WITH OTHER TRAFFIC CONTROL ROADWAY STANDARD
DRAWINGS WHERE SIGN SPACING DISTANCES A, 9, C, ARE SPECIFIED.
3- APPLY THE ADVANCE WARNING SIGN SPACING CHART WHERE A SERIES OF 2 OR MORE SIGNS ARE
USED. ALL SIGN SPACING DIMNENSIONS ARE APPROXIMATE. FIELD ADJUST AS VARIOUS CONDITIONS
OCCUR, SUCH AS LIMITED SIGHT DISTANCE, OBSTRUCTION INTERFERENCE, ETC.
DISTANCE TO 10T SIGN
REFERENCE
POINT
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DESIGN
SPEED
(MPH)
MINIMUM SIGHT DISTANCE
MINIMUM
LONGITUDINAL
BUFFER SPACE
(FEET)
STOPPING SIGHT DISTANCE
iPEET)
PAWING SIGHT DIOTANCE
lF€ETA
30
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3b8(t''
36
250
1290
120
44
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logs
196
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495
1995
290
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045
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405
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1- TABLES ARE RASED ON THE AASHTO GREEN BOOK "A POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND
STREETS" AND THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES". MINIMUM SIGHT DISTANCE
VALUES ARE FOR PASSENGER CAR VEHICLES ON 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 SIGHT 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 ROADWAYS PROVIDE
STOPPING SIGHT DISTANCE TO THE BEGINNING OF THE LANE CLOSURE MERGE TAPER, OR FLASHING
ARROW BOARD. EXTEND LANE CLOBURES AT THE DUFFER 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 REQUIREMENTS FOR PLACEMENT OF PAVEMENT MARKING
PASSING/NO-PASSING ZONES FOR 2-LANE, 2-WAY ROADWAYS.
EXAMPLE OF "L" & "W" DESIGNATIONS
SHLO.
Nip
moo, — — — w�•Biaii►
•
SHLD.
L
TAPER LENGTH CRITERIA FOR
CHANNELIZING DEVICES IN WORK ZONES
TYPES OF TAPERS TAPER LENGTH
UPSTREAM PE TAR
RG ME.
ING VAPOR .,.. UM ...................L MINIM
6HIFTIN6 TAPER.............................................1e L MINIMUM
SHOULDER TAPFR.............. .......... .................... % L MINIMUM
11100-MAY TRAFFIC TAPER......................................60 - 100 FEET MAXIMUM
OWNSTREAM TAPER ................... ........... ..... .. .... .... 100 FEET ME"
00 NOT INTRODUCE A MERGINO OR 5HIFTINR
TAPER WITHIN A CURVE OF THE ROADWAY
QUICK REFERENCE- "L" DISTANCE TABLE
RULM& LONSITVDINAL DISTANCE "L" (FEET)
(NOURDED VALUES)
P09TFD
SPEED
LATERAL. WIDTH "W" (FEET)
e
(MPH)
1
2
3
- 4
S
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200
250
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450
Boo
550
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a40
GENERAL NOTES
1- TABLE FOR "L" DISTANCE IS BASED ON CHANNELIZATION TAPER FORMULA FROM THE MUTCO.
WHERE:
SPEED LIMIT FORMULA
40 MPH OR LESS LEON= W x 62
eO
45 MPH OR GREATER LMON- W x S
L = MINIMUM TAPER LENGTH IN FEET (LONGITUDINAL DISTANCE)
W ® WIDTH OF OFFSET IN FEET (LATERAL DISTANCE)
S - POSTED SPEED LIMIT, OR OFF-PEAK 85 PERCENTILE SPEED IN MPH PRIOR TO WORK STARTING,
DR THE ANTICIPATED OPERATING SPEED IN MPH
2- "L" DISTANCE IS FOR APPLICATION WITH CHANNELIZING DEVICE AND PAVEMENT MARKING TAPERS
AND TRANSITIONS. CHANNELIZING DEVICES INCLUDE DRUMS, CONES, TUBULAR MARKERS,
BARRICADES, RAISED ASPHALT ISLANDS, AND VERTICAL PANELS.
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GENERAL NOTES
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1- IF NECESSARY USE THIS HBO. FOR ONE-WAY CITY TYPE STREETS WHERE SIGNS MAY BE
7- POSITION THE TMAS TO MAINTAIN A ROLL -AHEAD DISTANCE AS RECOMMENDED BY THE
_1=
1
MOUNTED ON BOTH SIDES OF THE ROADWAY.
MANUFACTURER AND CONTINUOUSLY ADVANCE TMA9 AS WORK PROGRESSES.
tr
LL
2- PLACE FLASHING ARROW BOARDS (FAB) ON THE SHOULDER (PAVED OR UNPAVED).PLACE FAB
SHOULDERS NOT EXIST. MEET THE REQUIREMENTS FOR STOPPING
S- PLACE CHANGEABLE MESSAGE SIGN [CMS) ON THE OUTSIDE OF THE TRAVELWAY UNLESS DIRECTED
OTHERWISE BY THE ENGINEER. PLACE CMS APPROXIMATELY 1 MILE IN ADVANCt OF THE FIRST
,.j LL
WITHIN THE TAPER IF DO
SIGHT DISTANCE AT THE FAB LOCATION. IF NEEDED EXTEND LANE CLOSURES AT THE
W20-5 SIGNS. IF TRAFFIC SACKS UP TO WHERE THE CM9 IS INITIALLY PLACED RELOCATE CMS
Q
THAT STOPPING SIGHT DISTANCE TO THE FAB I9 MET (SEE RSO.
1M 7N22LC1ILETCN OKNANTICTRAFEflC�AGKUPWHEN i�ECESSARY,
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3- PLACE DRUMS IN TAPERS AT THE MAXIMUM SPACING EQUAL IN FEET TO THE POSTED SPEED
9- DO NOT EXCEED A 2 MILE LANE CLOSURE LENGTH LEGEND
W
LIMIT. PLACE DRUMS ALONO.THE WORK AREA AT THE MAXIMUM SPACING EQUAL IN FEET TO
UNLESS OTHERWISE SHOWN IN THE TMP OR AS
Cj
2 TIMES THE POSTED.SPEED LIMIT.
DIRECTED BY THE ENGINEER. �• FLASHING ARROW BOARD
1-^1
4- REFER TO ROD. 1101.11, SHEETS 1, 2, & 4, FOR "L" DISTANCE, BUFFER SPACE, AND
FLASHING ARROW BOARD
C�
I> -I
SIGN SPACING.
(96"X48" MIN.), "CAUTION MODE"
Q
N- REFER TO RSD. 1101.02, SHEETS 9 & 10, FOR TREATMENT OF LANE CLOSURES THRU
TRUCK MOUNTED ATTENUATOR(TMA)
INTERCHANGES.
O> CHANGEABLE MESSAGE SIGN (CMS)
0- INSTALL LANE CLOSURES WITH THE TRAFFIC FLOW BEGINNING WITH DEVICES ON THE UPSTREAM • DRUM
DSIDE OF EVICES ON THECDOWNSTREAM VE LANE
IDE OFDTRAAFGIACINb�T THE TRAFFIC FLOW, BEGINNING WITH
14 PORTABLE SIGN
SHEET 3 OF 14
1101 ■ D2
N► DIRECTION OF TRAFFIC FLOW
North Carolina CAA
License No. : F-"1316
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DATE
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DRAWN
DJW
DESIGNED
I DJW
CHECKED
IFC
PROJECT #
j SLND18001
SHEET TITLE
NCDOT DETAILS
SHEET- NUMBER
C-600

FXISTING R/W
SEE NOTE 3
WIDTH VARIES -
EX. SLOPE VARIES
TACK COAT
(SEE NCDOT SPECII
115'-
R/W
C"
11'
2 8%
GRASSED SHOULDER j 2 1 CUT MAX.
3:1 FILL MAX.
SURFACE COURSE
2" S9.5C
TERMEDIATE COURSE
3" 119.0
NSE COURSE
8" B25.00 BASE COURSE MUST BE IN TWO (2) LIFTS AT 3" EACH.
SUBGRADE
100 % COMPACTED SUBGRADE (SEE NCDOT REQUIREMENTS)
TYPICAL PAVEMENT SECTION
3 NC HWY 24/27 RIGHT TURN LANE
C-600 SCALE:
6'-0" 12' - 15' 12'-15'
'2%
HOULDER
2: q °
.A SLOPE 2% LSLS ppE 2/° S OL PE
PRIVATE DRIVE TYPICAL SECTION
N.T.S
TACK COAT
(SEE NCDOT
SPECIFICATIONS)
SURFACE COURSE
1 1/2" S9.5C
TERMEDIATE COURSE
2 1/2" 119.0C
aSE COURSE
6" B25.00 BASE COURSE MUST BE IN TWO (2) LIFTS AT 3" EACH.
6'-0"
NOTES:
1. CURB LOCATIONS ON STATE ROADS TO BE DETERMINED
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
5. ALL CURB AND GUTTER WITHIN NCDOT RIGHT OF WAY
WILL BE PLACED ON B25.00 BASE MIX (NOT ON STONE
OR SUBGEADE).
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4
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B25.0C BASE COURSE
SUBGRADE
100% COMPACTED SUBGRADE (SEE NCDOT REQUIREMENTS)
TYPICAL PAVFVENT EC TION
NOTES:
1. ALL WORK TO BE DONE ON EXISTING
NCDCT MAINTAINED STREETS SHALL
REQUIRE NCDCT ENCROACHMENT/ACCESS
APPLICATIONS SUBMITTED TO THE TOWN
ENGINEER.
G I OFFICE PARKING LOT AND PRIVATE DRIVES z. THE ncooT ACTIVITIES
SHALL FOLLOW
SCALE:
PLAN VIEW OFTREE PROTECTION
ONE FOOT FOR EACH IN
OF TRUNK DIAMETER CA
112HEIGHT OF TREE -
WHICHEVER IS GREA7E7
TREE PROTECTION BARRIERS TO BE
2X4 MIN. STANDARDS AND EITHER 1X4
RAILS (3 PER SIDE)OR ORANGE
SAFETY FENCING AROUND PERIMETEI
NOTES:
1. REMOVE ALL TREE PROTECTION BARRIERS UPON COMPLETION OF PRGIECT.
2. PLANTING PLANS OR GRADING PLANS SHALL INDICATE LOCATIONS OF ALL
TREE PROTECTION FOR INDIVIDUAL ANDIOR CLUSTERS OF TREES TO BE
PROTECTELT.
TOWN OF TREE PROTECTION BARRIER
MIDLAND, NC
R
FLARED ENO
SECTION & PAO
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 0 1 /4"
PER FOOT FROM EDGE OF PAVEMENT
TO CE. OF ROADSIDE BITCH. PIPE SHALL
BE PLACED TO HAVE 12" OF
CLEARANCE BELOW FINISHED PAVEMENT
AT THIS POINT.
EXPANSION JOINT FOR
CONCRETE DRIVES
15' DIA, RCP MIN.
SLOPE
STD
5.01
PLAN
NO CURB & GUTTER ON STREET
STURBANOE OF ANY KIND
OVED WITHIN TREE PROTECTION
FLARED END SECTION & DITCH LINE
PAD OR YARD INLET
EXISTING EDGE
OF PAVE10EW
NOT TO SCALE
R
FUTURE CURB LINE
EXISTING EDGE OF
PAVEMENT
1/4"/FT. SLOPE
TOWN OF DRIVEWAY
MIDLAND, NC DITCH SECTION STREET
12" MIN, FUTURE PROFILE MUST
MELT ACCKPTABLE
STANDARDS.
15' DIA, RCP MIN.
C IO
NO SCALE
REVISIONS
NO DATE OY COMMENT
STD
4.03
R
PAN$ION jOINi 5-Q
" 10`-0•
1!)' 110`-0'
-'�{ i!2
s
I
A A -+�y� -GROOVE JOINT
A01OFCURB PLAN
"A" VARIES (4'-F MIN.) SEE NOTE BELOW
i
1'-4' GROOVE SLOPE
I'+-� ifZ"A"
T S'- YARIABLE� 7" 6LOPE1f4'PER FEET li ,
PAVEMENT ,..'�'.:',' •.' '
F'
oy " IF "/1 i5 GREATER THAN 8'ADDITIONAL GROOVE JOINT
SHALL BE REQUIRED AT 1/2 :4
SECTION A -A
TWO 1/2'THICK PIECES BITUMINOUS FILTER REQUIRED
IF SUBBASE IS CONCRETE. MUST BE SEALEO WITH
APPROVED JOINT SEALER.
GENERAL NOTES:
1. A GROOVE JOINT 1' DEEP WITH 1/3' RADII SHALL BE REQUIRED IN THE CONCRETE
SIDEWALK AT b'1NTERVALS, ONE 1/2• EXPANSION JOINT WILL BE REQUIRED AT 4/
INTF:kLVALS. A 112" EXPANSION JOINT YVIL.L BE REQUIRED WHERE THE SIDEWALK JOINS
ANY RIGID.STRUCTURE.
2. ALLCONCRETE TO BE MWO P.S.I. COMPRESSWESTRE:NGTH.
3, SEE STANDARD 40.2.2 FOR DETAIL OF EXPANSION JOINT AND GROOVE JOINT.
4. SEE STANDARD 10.26 FOR DETAIL OF DRIVEWAY.
5, MONOLITHIC CURB AND SIDEWALK TO BE CONSTRUCTED ONLY WHEN REPLAGNGGRANITE
CURB OR AT LOCATIONS APPROVED BY THE APPROPRIATE OPUNTY ENGINEER.
�rw�w,�rwn
TOWN OF
MIDLAND, NC
MONOLITHIC CURB AND SIDEWALK STD
3.02
ACCESSIBLE PARKING REQUIREMENTS
TOTAL. PARKING SPACE$
PROVIDED
MINIMUM NUMBER
OFACCESSIBL.ESPACE3'
SPACES REQUIRED
MINIMUM NUMBER OF
ACCESSIBLE SPACES REQUIRED
TO BE VAN ACCESSIBLE
1 TO 28
1
1
2STOSU
2
1
Si To76
3
1
76 Ta 100
4
1
101 T0150
5
1
151 T0200
6
1
201 TO 300
7
1
301 TO 4M
S
1
401 TO WD
9
2
501 TO 1000
2%OF TOTAL
1 IN EVERY 8
ACCESSIBLE SPACES
TOOT AND OVER
20 PLU91 FOR
EACH 100 OVER 1000
1 IN EVERY 8
ACCESSIBLE SPACES
SECTION 4.1.2 (6) OF THE AMERICANS WITH DISABILITIES ACT (ADA).
SEE 4.1.2.(5) (U) FOR MEDICAL CARE FACILITIES
EXPANSION JOINT
COMMENT
SLGNAGE --•_�•� ACCESSIBLE ROUTE
(SEE NOTE 3)
SEE STD. No
50.09 FOR
DETAILS
8' 8' 8' L 8' S' 8'
VAN
ESSIBL
SPACE
ONE OUT OF EVERY EIGHT (0)ACCESSIBLE SPACES, BUT
NOT LESS THAN ONE, IS REQUIRED TO BE VAN ACCESSIBLE.
PARKING SPACE PAVEMENT MARKINGS
� o
VAN R74Ee �1N�U MUTCD RESERVED
ACCESSIISiE 12.4. R7-1 PARKING
12°x4a' MUTCD
oISASLEO
RESERVER lZIfi
NOTES: PARKING
PASSENGER 12"x18"
MUTCD UDAUING
1. ALL 12 XIW ACCESSIBLE SIGNS (R?-& & R7-1) SHALL BE MOUNTED AT FEET FROM R7.83
GRAOETOBOTTOM EDGE OFSIGN FACE(MUTCD). MOUNTING HEIGHT CAN BE REDUCED TO 12WO, ONLY
5 FEET IF PLACED IN AN AREA BETWEEN SIDEWALK AND BUILDING FACE 1N WHICH
PEDESTRIANS ARE NOT EXPECTED TO USE.
2, REFER TO MANUAL ON UNIFORM TRAFFIC' CONTROL DEVICES. (MUTCD) REQUIRED ACCESSIBLE MAXIMUM 12'"
U.S. DEPARTMENT OF TRANSPORTATION AND NORTH CAROLINA RESERVED PARKING SIGN PENALTY 12 �•
DEPARTMENT OF TRANSPORTATION SUPPLEMENT. $ 260
3. IF ACCESSIBLE ROUTE IS A RAISED SIDEWALK AREA, THEN
RAMPS ARE REQUIRED AT LOADING ZONE AREA. MAXIMi1M 1117$13
L•7ENp.LTV 12„�,
$ 230
REVISIONS
TOWN OF ACCESSIBLE PARKING STD NO DATE B,f COMMENT
MIDLAND, NC AND SIGNAGE 2.11
! RECOMMENDED MINIMUM COMPACT
W 60' R/W(MINIMUM)R/W
R
30' (MIN) 30' (MIN)
13'-0" (MIN.} 13'-F" - ~� 13'-6" 13'-0" (MIN. ° �@
5'-G"--^---- a"--�-' 2'-6' -� 11'-a 11 -D y5 _ PARKING ANGLE 90
($MIN.) _ } (MIN.) } o o � U
MIN. MIN. {MIN. (1VlOWAY OPPAATIONONLY] a
1/4"/ FI, SLOPE 3/8" PER Fi. 1/4"/ FT. LL
- - 2:1 CUT MAX. 3
2:1 CUT MAX. -�-" �'
a:', •. '°' 31 FILL MAX. {
2:1 FILLCUT MAX. ^� :•., - - �. L _I NOTES:
WSJ S. 16'�^ 28' A• 18 1g 9• 2s' a" 72' 0' 10'-0^ 21' n• 16'-0' 1. FOR ACCESS] BLE PARKING
USING 2'"•6" CURS AND GUTTER STANDARRSISIGNAGESEE
ADDITIONAL STANDARDS.
2, PAVriNIENT MARKINGS SHALL BE
4• WHITE PAINT.
SEE TYPICAL PAVEMENT SECTION DETAIL NOTES.
L, � � � � � S. ALTERNATIVE PARKING ANGLES,
a d AISLE WIDTHS, AND OPERATION
2, AN ALTERNATIVE PAVEMENT DESIGN MAY BE REQUIRED
PARKING ANGLE64° w �+ (TWO-WAYANGLEDPARKING OR
BASED ON SPECIFIC TRAFFIC PARAMETERS. 2'-s^ �- e'-D" 5'-a' .5'-a"
2. ALL DIMENSIONS NOTED AS MINIMUMS ARE SUBJECT TO IDNEWAYOPRATLDNDNLY) w g w REVERSE-ANGLEPN2KINCw)WILL
STANDARDS REQUIRED BY ARTICLES 13 AND 16 OF THE
TO STREET a CASE-BSLDEREDcsNA
� a CASE -BY -CASE &PSIS.
MIDLAND DEVELOPMENT ORDINANCE.
tsz 1
z.Ds�
SURFACE COURSE ..a _ „ `• r� i E0'6' 10'-0" 18'S• 18'0' 15'A" 18'6• 15.0" 14'-{!• 14'-0"
1" SF9.5A KEY a a ° rs
TACK COAT FINAL LIE( TO BE APPLIES) AFTER 75% DEVELOPMENT OCCUPANCY OR
{SEE SECTION I ZA) 1 YEAR FROM INTERMEDIATE COURSE PLACEMENT (WHICHEVER OCCURS FIRST). �y P'
INTERMEDIATE COURSE 2,-6" CURB AND GUTTER �Sg v
1 1 2" S9.5B, SF9.5A C.DNCRETE DRIVE CONCRETE
/ S� 4" CONCRETE SIDEWALK ENTRANCE RAMP SIDEWALK o
.PARKING ANGLE �}6° �' � �
BASE COURSE
6
8" COMPACTED AGGREGATE BASE COURSE, OR 4" BCBC TYPE B25.00 (ONE °t 6 °�
SHOULD ENTIRE DEVELOPMENT HAVE A CBR OF 6 OR GREATER, THEN AN 5 -D' S'-a" 4
ALTERNATIVE BASE COURSE PAVEMENT DESIGN MAY BE SUBMITTED TO THE NOTE:
CITY ENGINEER FOR APPROVAL,
I-fSUBGRADE GRADES ARE SHOWN FOR SINGLE FAMILY & TWO FAMILY 1s'$• 12'0' 1b'8" 1714" 12'-m 160 _ 14'4)" 12'-0• 1T-W-
COMPACT SUBGRADE TO AASHTO STANDARDS AND SPECIFICATIONS I nTq nNI Y C'nMKAPR(:IAI TYPF L1SFfi MI1ST FI ATTFN C;RAFIFS
YPICAL M4NIMUM I'AVEMENT SECTION
TOWN OF
MIDLAND, NC
STREET SECTION
60' RIGHT-OF-WAY
STD
1.01
COMMENT
TOWN OF
MIDLAND, NC
i
PARKING STANDARDS
STD
2.01
North Carolina COA
License No.: F-1316
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DATE
103/14/2019
DRAWN
I D3W
DESIGNED
I DJW
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FC
PROJECT #
SLND18001
SHEET TITLE
SITE DETAILS
SHEET NUMBER
C-601

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ll \ \ I LANDSCAPE PLAN DATA LEGEND
­41ARIGHT OF WAY
PROPERTY LINE
REQUIRED OPEN SPACE: 1.83 ACRES (7.5%) R
E.Y, mw7FIIf WM W �\ \ �- -' WM Il EX. ,17XE,i 29W4,V7_ — — — — mm — — _ PROVIDED OPEN SPACE: 1.83 ACRES (7.5%) ADJACENT PARCEL
REQUIRED TREE EASEMENT
-� WM ` } — , — — — — ' — — f — — CONSERVATION AREA: 1.46 ACRES (6%)
FACE OF CURB (FC)
} ___—_--------;,— --- ��------ PROVIDED TREE 1.46ACRES (6%)
BACK OF CURB (BC)
CONSERVATION AREA: EDGE OF PAVEMENT (EP)
—���� — —---------------�— ��� /� —_ ��—��--'-- — CENTER LINE OF PAVEMENT
— — — — — — — — — _ CONCRETE SIDEWALK
�� �� `�--------- SETBACK LINE
f ------__---�— __--��----—-----i _����---_ --_,------��--- ---- STORMWATER EASEMENT
-
- SANITARY SEWER EASEMENT
Y — — — — — LANDSCAPE BUFFER
FENCE
LARRKffXZLACE SIGN
= _ E/l/GI/11_lcs zC TREELINE
GI/!/ SS24VY236DDDDD
DBS620PGD17S
LANDSCAPE GENERAL NOTES:
r r _
J
CONTRACTOR TO
ITH OWNER AND UTILITY
_._ COMPANIES
_ _ ......... .:. � .-� � `� � � LOCATIONS OF ALL EUTILITVES PRIOR TO CONSTRUCTION, TO DETERMINE
�� � � — - O ''O IN THE FIELD THE ACTUALLOCATIONSAND ELEVATIONS OF ALL
.rr�"r' r
__
EXISTING UTILITIES, WHETHER SHOWN ON THE PLANS OR NOT THE
Saw am"pawmmm�.rr
r� now
ter„ UTILITYLOCATE SERVICE 72 HOURS PRIOR TO
_.
� .� — — 0, O.C.
CONSTRUCTION.
��r —` __ 0 C1 IN.
r
- ` , r � .�. � -� 0 � � � 2. CONTRACTOR SHALL EXAMINE FINISH SURFACE, GRADES, TOPSOIL
.�+ O +
TKOROUGHFARIr O.C. ! STREET TREE (TYP,) QUALITY AND DEPTH. DO NOT START ANY WORK UNTIL UNSATISFACTORY
IONAL SE-I'gACK 40, 10'X70' SIGHT LENGTH ALONG R/W: 922 LF ! CONDITIONS HAVE BEEN CORRECTED. VERIFY LIMITS OF WORK BEFORE
r f-VRANSIT STREET TREE (TYP.) MIN. TRIANGLES STREET TREES REQ.: 24 1 STARTING.
4 STREET TREES PROV.:17
\ ` 3. CONTRACTOR TO REPORT ALL DAMAGES TO EXISTING CNDITIONS AND
p INCONSISTENCIES WITH PLANS TO LANDSCAPE ARCHITECT.
41
SCREENING FOR 5'CONCRETE 3
M/E/P EQUIPMENT o n 4. ALL PLANT MASSES TO BE CONTAINED WITHIN A 4 LAYER MULCH BED,
SIDEWALK UNLESS NOTED OTHERWISE.
\ EXISTING TREES TO MEET — 5. BED EDGE TO BE NO LESS THAN 12" AND NO MORE THAN 18" FROM
OUTER EDGE OF PLANT MATERIAL BRANCHING. WHERE GROUND -COVER
STREET TREE REQUIREMENTS ° ° o
(7 TREES AT 285 LF) ° }— OCCURS, PLANT TO LIMITS OF AREA AS SHOWN.
° } ` 6. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN ALL LANDSCAPE
a STREET TREE (TYP.) STREET TREE (TYP.) ` BEDS AND ALL LAWN AREAS.
LENGTH ALONG R/W: 632 LF LENGTH ALONG R/W: 598 LF — — —
o ° STREET TREES REQ.: 16 STREET TREES REQ.: 15 7. CONTRACTOR TO FINE GRADE AND ROCK -HOUND ALL TURF AREAS PRIOR
STREET TREES PROV.:14 STREET TREES PROV.:14 I TO SEEDING, TO PROVIDE A SMOOTH AND CONTINUAL SURFACE, FREE
PROP. BUILDING ° ` OF IRREGULARITIES (BUMPS OR DEPRESSIONS) & EXTRANEOUS
\ MATERIAL OR DEBRIS.
} 8. QUANTITIES SHOWN ARE INTENDED TO ASSIST CONTRACTOR IN
T MONOLITHIC } EVALUATING THEIR OWN TAKE OFFS AND ARE NOT GUARANTEED AS
\ SIDEWALK ACCURATE REPRESENTATIONS OF REQUIRED MATERIALS. THE
} CONTRACTOR SHALL BE RESPONSIBLE FOR HIS BID QUANTITIES AS
REQUIRED BY THE PLANS AND SPECIFICATIONS. IF THERE IS A
° I } 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 9. COORDINATE LANDSCAPE INSTALLATION WITH INSTALLATION OF
` (215 SF) (215 SF) I } UNDERGROUND SPRINKLER AND DRAINAGE SYSTEMS.
10. LANDSCAPE MAINTENANCE PERIOD BEGINS IMMEDIATELY AFTER THE
0 0 — �° "� ~^- ` COMPLETION OF ALL PLANTING OPERATIONS AND WRITTEN ACCEPTANCE
° NOTE: ANY FUTURE IMPROVEMENTS TO } FROM FROM THE OWNER AND LANDSCAPE ARCHITECT. MAINTAIN TREES,
° THIS PARCEL WILL HAVE ACCESS FROM } SHRUBS, LAWNS AND OTHER PLANTS AS PER THE SPECIFICATIONS.
ASPHALT PARKING LOT W/ PRIVATEDRIVE. 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.) W ' 11. CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ALL PLANT
BUFFER TREES REQ.: 3 r�
Q� BUFFER SHRUBS REQ: 28 Irni'f r 30' STREAM BUFFER MATERIAL SUBSTITUTIONS FROM THE LANDSCAPE ARCHITECT PRIOR TO
VUA TREES REQ: b INSTALLATION. PLANT SUBSTITUTIONS WITHOUT PRIOR WRITTEN
tk') VUA SHRUBS REQ: 24 I ; I APPROVAL THAT DO NOT COMPLY WITH THE DRAWINGS AND
EXISTING TREES TO MEET THE REQUIREMENTS FOR P O } SPECIFICATIONS MAY BE REJECTED BY THE LANDSCAPE ARCHITECT AT
OPEN SPACE, TREE CONSERVATION AREAS AND THE D NO COST TO THE OWNER. THESE ITEMS MAY BE REQUIRED TO BE
TYPE A BUFFER. `• ` REPLACED WITH PLANT MATERIALS THAT ARE IN COMPLIANCE WITH THE
0 } DRAWINGS.
T CONCRETE
WALK } 12. CONTRACTOR SHALL BE RESPONSIBLE TO SECURE ALL PLANT MATERIAL
I 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.
• }
� 13. REMOVE EXISTING WEEDS FROM PROJECT SITE PRIOR TO THE ADDITION
OF ORGANIC AMENDMENTS AND FERTILIZER. APPLY AMENDMENTS AND
FERTILIZER AS NEEDED.
PROP. BUILDING `} 14. BACKFILL MATERIAL FOR TREE AND SHRUB PLANTING SHALL CONTAIN:
ONE PART FINE GRADE COMPOST TO ONE PART TOPSOIL BY VOLUME,
BREEPRDPER7TESLLC BONEMEAL PER MANUFACTURER'S RECOMMENDATION, AND SLOW
` \ } RELEASE FERTILIZER PER MANUFACTURER'S RECOMMENDATION.
i PI/1/'�SS24'87.�928DDDD
D81�D24.QGD�ID ' 15. PRIOR TO MOBILIZATION THE CONTRACTOR SHALL NOTIFY THE
ZD/YED'I/l/D } LANDSCAPE ARCHITECT, IN WRITING, IF HE/SHE BELIEVES ANY OF THE
LIITLEPROf'ERTIES//yIDLA/1/OLLC ` ` M PLANT MATERIAL IDENTIFIED ON THE PLAN MAY NOT BE SUITABLE FOR
PI/!/#552�7618D9DDDD y 1 THE SITE OR MAY DIE. SUBSTITUTION REQUESTS WILL BE GRANTED BY
DB723�PGDDBI ` THE LANDSCAPE ARCHITECT PRIOR TO THE START OF CONSTRUCTION
1 I ACTIVITIES. IF NOTIFICATION IS NOT GIVEN TO THE LANDSCAPE
ZQ/YED, 0-/ ` ARCHITECT ALL PLANTING WHICH FAILS TO GROW (EXCEPT FOR DEFECTS
RESULTING FROM LACK OF ADEQUATE MAINTENANCE AS DETERMINED BY
— 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
` tt GROWTH ARE ENCOUNTERED, SUCH AS RUBBLE FILL, POOR PLANTING
1 1 1 SOIL, ADVERSE DRAINAGE CONDITIONS, OR OBSTRUCTIONS, PRIOR TO
PLANTING.
17. CONTRACTOR SHALL INSTALL ALL PLANT MATERIAL IN SIZE AS
DUMPSTER 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
\ e SPECIFICATIONS SET FORTH BY THE AMERICAN STANDARD FOR NURSERY
\ STOCK WILL BE REJECTED BY LANDSCAPE ARCHITECT AT NO COST TO
\ OWNER.
0.
PLANT SCHEDULE --------
QUANTITY COMMON NAME BOTANICAL NAME CALIPER / CONTAINER SIZE TYPE SPACING
B&B AS SHOWN MIN 14' HT 2' " ' '
AUTUMN SPLENDOR MAPLE ACER SACCHARUM AUTUMN SPLENDOR2CAL. 1-. . I
24 �
3 0 HERITAGE RIVER BIRCH@ BETULA NIGRA'CULLY' 2" CAL. 12'-14' HT. MIN. B&B AS SHOWN
6 0 WILLOW OAK QUERCUS PHELLOS 2" CAL. 12'-14' HT. MIN. B&B AS SHOWN PROP. BASIN 1 �`
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. 04 `
13 Q - DWARF YAUPON HOLLY ILEX VOMITORIA 'CONDEAUX' 3 GAL. MIN. 18" HT. MIN. CONTAINER 5'-0" O,C.
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.
:0
3. North Carolina
License No. : F
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SEAL =
00811 "
DATE
103/14/2019
DRAWN
I DJW
DESIGNED
I DJW
CHECKED
IFC
PROJECT #
I SLND18001
SHEET TITLE
LANDSCAPE FLAN
SHEET NUMBER
L-100