SW3190704_Coulston Skyland Drive Plans_8/1/2019

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TRACT 1
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�/ CONCORD, NC 28025
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MT. PLEASANT, NC28124
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( ' / ) PIN:5660-95-6392
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R28' I MB 72, PG 107
3435 HIGHWAY 73 E
CONCORD, NC 28025
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PIN: 5660-95-7144
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1010 ABBOTT ST.
MT. PLEASANT, NC 28124
ZONED "RH"
GARAGE
L_
NOW OR FORMERLY
JERRY R TUCKER &
ROSE P TUCKER
DB 12430, PG 49
PIN: 5660-95-6392
TRACT 1
MB 72, PG 107
3435 HIGHWAY 73 E
CONCORD, NC 28025
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MT. PLEASANT, NC 28124
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PLAN VIEW
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ALL
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3:1 MAX
SAND
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1� 1. I::::
UNDERDRAIN
COLLECTION
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OVERFLOW
SPILLWAY
AS NEEDED
mo
OUTFLOW
SPECIFY
SEEPAGE
CONTROL
MEASURES
NOTES:
1. "CONCRETE" SAND REFERS TO SAND THAT IS
COMMONLY USED IN CONCRETE MIXES.
2. ALL DRAINAGE AREAS TO A SAND FILTER
FACILITY ARE TO BE STABILIZED PRIOR TO
INSTALLATION OF SAND.
3. UNDERDRAIN PIPES SHOULD BE MIN. 6"
PERFORATED SCHEDULE 40 PVC (PER AASHTO
M278) OR DOUBLE WALL HDPE (PER AASHTO
M252). PERFORATIONS SHOULD BE %" SPACED
3" ON CENTER ALONG 4 LONGITUDINAL ROWS
SPACED 900 APART.

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DB 7447, PG 58
PIN: 5660-94-0591
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997. SKYLAND DR.
MT. PLEASANT, NC 28124
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1.
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ERSI JERRY R TUCKER &
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/ / / /66� �I I I \ \ \ \ I DB 12430, PG 49
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1 MB 72, PG 107
o ( / 3435 HIGHWAY 73 E
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EXISTING POND DB545, PG. 330
PIN: 5660-95-7144
LOTS 35-40
4' X 4' PRECAST
I 1010 ABBOTT ST.
STRUCTURE — �— MT. PLEASANT, NC28124
SEE SHEET C5.1 ZONED "RH"
FOR DETAILS
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ORIFICE \..
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\ \ DB 545, PG. 330
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\V A EXISTING POND
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MB 8, PG 63
_ 1010 ABBOTT ST.
i MT. PLEASANT, NC 28124
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FREDA E. SHOE
DB 545, PG. 330
\ \ EXISTING POND _ I�I PIN: 5660-95-7144
I I I LOTS 35-40
MB 8, PG 63
_ 1010 ABBOTT ST.
MT. PLEASANT, NC 28124
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AER
ICE
I.
0
'AL NOTES:
'E 5' STEEL POST AT LEAST
INTO SOLID GROUND.
STAPLES 1' APART
IZONTALLY AND VERTICALLY
\TTACH THE FILTER FABRIC
FHE WIRE FENCE.
OLIM BAFFLE SPACING IS 10'.
FLOOR OF THE BASIN IN
OUTLET ZONE AND BERMS
JLD BE SEEDED
DIATELY AFTER THE BASIN
ONSTRUCTED.
=R TO NCESCPDM SECTION
5 FOR ADDITIONAL
:I FI ATI ON S.
CLOSURE
NTRY UNIT
F'HAJC
bANIN
UKAIINAI.iC
AREA
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DEPTH H12
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T
(FT)
W
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JISIIVIIVICK
PIPE
DIA.
t"I "NICK
ORIFICE
DIA.
REQUIRED
(CF)
PROVIDED
(CF)
REQUIRED
(SF)
PROVIDED
(SF)
1
1
1.10
1.03
3.87
1,980
10,435
1,682
4,638
1.4
2.80
6
35
83.2
10
2
1.00
2
1
1.62
1.56
5.69
2,916
1 10,435
2,477
4,638
1.4
2.80
1 6
35
1 83.7
1 10
2
1.00
SEDIMENT BASIN
N.T.S.
GENERAL NOTES:
1. AREA UNDER EMBANKMENT SHALL BE CLEARED, GRUBBED, AND STRIPPED OF ANY VEGETATION AND ROOT MATERIAL. THE BASIN AREA SHALL BE CLEARED.
2. THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER WOODY VEGETATION AS WELL AS OVERSIZED STONES, ROCKS, ORGANIC
MATERIAL OR OTHER OBJECTIONABLE MATERIAL. THE EMBANKMENT SHALL BE COMPACTED BY TRAVERSING WITH EQUIPMENT WHILE BEING CONSTRUCTED.
SPILLWAYS SHOULD NOT BE CONSTRUCTED THROUGH FILL SECTIONS. ALL SPILLWAYS SHOULD BE LINED AND/OR RIPRAPPED.
3. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO DEPTH SHOWN ON STANDARD.
REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA IN SUCH A MANNER THAT IT WILL NOT ERODE.
4. THE TRAP SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NECESSARY.
5. CONSTRUCTION OPERATION SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION IS MINIMIZED.
6. ALL CUT AND FILL SLOPES SHALL BE 2:1 OR FLATTER, UNLESS CERTIFIED BY REGISTERED GEOTECHICAL ENGINEER.
7. SEDIMENT BASIN EMBANKMENTS SHOULD BE PROVIDED WITH EROSION CONTROL AND STABILIZATION.
8. STORAGE AREA IS SHOWN AS RECTANGULAR FOR ILLUSTRATIVE PURPOSES ONLY, AND MAY BE CONSTRUCTED IN ANY SHAPE PROVIDED THE MINIMUM STORAGE
VOLUME REQUIREMENT IS MET. THE BASIN SHOULD ALSO BE ORIENTED SUCH THAT THE FILTER AND THE MAIN FLOW OF WATER AND SEDIMENT ARE ON
OPPOSITE ENDS ON THE LONGER BASIN DIMENSIONS.
9. REQUIRED STORAGE IS 180D CUBIC FEET OF STORAGE VOLUME PER ACRES OF DRAINAGE AREA. IF CLEAR WATER FROM UNDISTURBED AREAS IN DRAINAGE BASIN
ARE TAKEN AROUND OR THROUGH THE DENUDED AREA BY NON EROSIVE MEASURES THEN BASINS MAY BE SIZED BY DENUDED ACRES. RECOMMENDED
STORAGE IS 1800 CUBIC FEET OF STORAGE PER ACRE OF DRAINAGE AREA.
10.THE LENGTH OF THE STONE OUTLET (SPILLWAY)IS TO BE BASED ON A 10 YEAR STORM.
11. WHENEVER TOPOGRAPHY ALLOWS, THE BASIN LENGTH SHOULD BE TWICE (2X) THE BASIN WIDTH, TO ALLOW FOR SETTLING. BAFFLES SHALL BE INSTALLED IN
ALL BASINS.
12.CLEANOUT STAKES SHALL BE PLACED IN ALL SEDIMENT BASINS AT THE LOW POINT IN THE BASIN. THE STAKES SHALL BE MARKED SHOWING THE HALF FULL,
CLEANOUT POINT, OF THE BASIN.
13.SAFETY FENCING 3' HIGH SHOULD BE PLACED AROUND ALL SEDIMENT BASINS.
14.FOR DESIGN OF RISER TYPE SEDIMENT BASINS, REFER TO THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES, EROSION
AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
15.FOR SLOPES GREATER THAN 10' IN LENGTH AND PROTECTED BY SILT FENCE AT THE TOE OF THE SLOPE, SLOPE TERRACING WILL BE REQUIRED.
16.THE BERM ON SEDIMENT BASINS SHALL BE SEEDED ONCE FINAL GRADE HAS BEEN REACHED. THE SILT FENCE MAY BE REMOVED IF PERMISSION HAS BEEN
GRANTED BY THE CITY LAND DEVELOPMENT INSPECTOR AFTER THE GRASS HAS GERMINATED AND STABLE GROUND HAS BEEN ESTABLISHED.
17.WASHED STONE AND WIRE BACKING SHALL BE USED WITH SILT FENCE WHENEVER SILT FENCE IS PLACE AT THE TOE OF A SLOPE >10, VERTICAL OR ALONG ANY
CHANNEL OR WATER COURSE WHERE 50' OF BUFFER IS NOT PROVIDED.
SEDIMENT BASIN GENERAL NOTES
NOTES:
1. CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF APRON
TO BE DESIGNED BY THE ENGINEER.
RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END
OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF
2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR
CULVERT HEIGHT.
3. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE
SURFACE OF THE RECEIVING CHANNEL. THE AREA TO BE PAVED OR RIPRAPPED
SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE
CAhAF (_RAr)F (PI I ICI-h WITP TPF QI IRFA(`F ()F TI4I RF(`FI\/IAI(_ r WANINIFI TI-IF
N.T.S.
W2
END OF FLARED SECTION
MIXTURE 801'bs/al
May 1 -
SEEDING Refertili:
DATES
Apply 4(
hydrose
SEEDING Apply lir
AMENDMENTS Ibs/acre
fertilizer.
GENERAL NOTES:
1. RIPRAP SIZE TO BE DESIGNED BY ENGINEER.
2. CHECK DAMS MAY BE USED IN SLOPING DITCHES
OR CHANNELS TO SLOW VELOCITY OR TO CRE
SEDIMENT TRAPS.
3. ENSURE THAT MAXIMUM SPACING BETWEEN E
TOE OF THE UPSTREAM DAM AT THE SAME EL
DOWNSTREAM DAM (SEE DIAGRAM BELOW).
A AND B ARE AT EQUAL
V-6" MIN.
TEM

2. THE PIPE SHALL BE FLEXIBLE WITH WATERTIGHT CONNECTING
BANDS. FLEXIBLE PIPE SHOULD BE STAKED ON EITHER SIDE.
3. A RIP RAP APRON SHALL BE PROVIDED AT THE OUTLET, IF
EMPTYING INTO A DISTURBED AREA.
I111l-14.1 Al
SILT FENCE
(SEE NOTE 2)
WOVEN FILTER FABRIC
0
N
KEY/ANCHOR MATERIAL TO TOE OF SLOPE.
EMBANKMENT MATTING DETAIL
N.T.S.
6' MAX.
1.
WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF MORE THAN 30
DAYS.
/V4 TU
Rq1 2.
STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE SELF -FASTENER ANGLE STEEL TYPE.
GR
OUnID
3.
TURN SILT FENCE UP SLOPE AT ENDS.
4.
ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING IS ADJACENTTO SWIM
BUFFERS, STREAMS OR WETLANDS (REFER TO SWIM BUFFER GUIDELINES). THE COLOR ORANGE IS
RESERVED FOR VISUAL IDENTIFICATION OF ENVIRONMENTALLY SENSITIVE AREAS.
5.
DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE.
6.
SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA EROSION AND
SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
7.
DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR OTHER AREAS OF
CONCENTRATED FLOW.
SILT FENCE
N.T.S.
:OMMODATE LARGE
z
00
as
ILJaHz
000Lu =
oc z
U < O C5
STEEL POST
FILTER FABRIC STEEL POST
WIRE FENCING
FLOW \5� (IF APPLICABLE)
" MIN.
MAINTENANCE NOTES:
1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY OR HIS
AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED
RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE
EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE FABRIC SHALL BE
REPLACED PROMPTLY.
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH APPROX. HALF THE
HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT
FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE, PREPARED
AND SEEDED.
WOVEN FILTER FABRIC
GENERAL NOTES:
4' MAX.
WASHED STONE HA
(NCDOT#5OR BE'
#57) `CO
1. SEDIMENT FILTER OUTLET AND HARDWARE CLOTH SHALL BE 11
NO TALLER THAN 18 INCHES.
2. HARDWARE CLOTH SHALL BE ANCHORED TO THE STEEL POSTS'
APPROPRIATE ANCHORS. HARDWARE CLOTH SHALL BE KEYED 1
12 INCHES IN LENGTH AND BACKFILLED PROPERLY AS SHOWN 1
3. POSTS SHALL BE NO MORE THAN 4 FEET APART.
4. SITE OUTLETS AT ANY POINT SMALL CONCENTRATED FLOWS AI
AND AT THE DIRECTION OF THE INSPECTOR.
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IYDRANT I a LOCATED 3' FROM PLUG 4" SEWER SERVICE
3/4" 1 VATER FLATERAL (TYP.)
8" PVC C-900 CLASS 8" GATE 8" PLUG MJ/RJ SERVICE (TYP.) I GARAGE
200 WATER MAIN VALVE 15" RCP W/ 2" TAP
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Z1"E WATER MAIN - 8" SAN. SWR. HYDRANT WATER MAIN TRACT 1
$3602912111WCTER
I 3435 HIGHWAY 73 E
CONCORD, NC 28025
R W - I I ZONED "RH"
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x x x x
WET WELL
STA. 0+00
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PRIVATE PUMP STATION R/W J I
SEE DETAIL SHEET C8.4
x
2" GATE VALVE 20' SE
30' x 30' PUMP I I
STATION EASEMENT I x
FENCE AROUND PUMP STATION W/ I
MIN. 10' WIDE ACCESS GATES TO
SUGAR TREE DRIVE X — x
i-... —x —x x —x —x
2" X 45° BEND
EXISTING POND
T
2" SDR 13.5 PVC
PRIVATE FORCE MAIN x I NOW OR FORMERLY
I GEORGE A SHOE &
FREDA E. SHOE
x DB 545, PG. 330
3 I PIN:5660-95-7144
LOTS 35-40
x MB 8, PG 63
1010 ABBOTT ST.
MT. PLEASANT, NC 28124
x ZONED "RH"
OPEN CUT
I PAVEMENT RESTORATION
2" PRIVATE x
GATE VALVE 2" FM TO CROSS UNDER EX. WM
WITH MIN. 18" CLEARANCE
PRIVATE / R� _
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VE
ABBOTT STREET
2" SDR 13.5 PVC 2" X 45' BEND
(40' PUBLIC R/W) PUBLIC
(PB 8/63, DB 350/510) FORCE MAIN 7.0' TYP. -
Fm FM FMJMMP--FM FM FM
., - - R/XAi R/W - R/41 - - - R/W - 1

181
1 RC INV OUT: 672.70 (S3)
0' DIP a E ED
18" RCP
TOP=669.67
BOT=667.75
660
650
2+00
0 20 40 80
al Scale 1 iiic_h � O ft..
calo 1 inch = 4 1"L.
W. SWR.
3+00
160
/ 24" RCP
k tiCb
a
18" RCP
307.50 LF SDR 35 '1
i
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4+00
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STA: 3+52.50
RIM=681.32
13+5,
x
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. ........
15" RCP 1 SP�•
TOP=672.55
BOT=670.93
INV IN: 668.09 (SS)�
INV IN: 668.09 (S4)
INV OUT: 667.89 (S2)
660
-0+50 0+00
40 0 20 40
HorizonLz(l
`ertictl
HorrzoriLal -�rulc 1 inch = 40 fL.
Vertical Scale 1 inch = 4 ft.
PROP. 8" WM
6
80
1+00
11
12
13
14
15
16
PROP.
PROP.
8" WM
2" WM
INV OUl
67
66
1+50
160
mm

IVIIIVIIVIUIVI l_,LLPiRF11W-L UI L -U PiUUVL
THE EFFLUENT OVERT ELEVATION.
SEWER
SEE NOTE 4
3/4" PIPE
DIAMETER
3. SEE FIGURE S4.0 FOR DROP MANHOLE.
4. FLEXIBLE WATERTIGHT, SYNTHETIC
RUBBER SLEEVES, WITH STAINLESS STEEL
CLAMP; DRAW BOLT AND NUT; OR
CAST —IN SLEEVE; OR "A" LOCK
CONNECTION SHALL BE FURNISHED FOR
EACH PIPE TO MANHOLE CONNECTION.
5. SEE SPECIFICATIONS FOR MANHOLE
DIAMETER.
6. MAXIMUM HEIGHT OF GRADE ADJUSTMENT
RINGS SHALL NOT EXCEED 12".
WSACC
WATER AND SEWER AUTHORITY
BY CHKD OF CABARRUS COUNTY
STANDARD PRECAST
CONCRETE MANHOLE
FILE NAME: S2.0 I DATE: 8
SEE NOTE 2
121 z 121 V-`In z N 11��
EFER TO WSACC SPECIFICATIONS FOR ACCEPTABLE MANUFACTURES OF
ATERIALS.
ROVIDE 12" BRASS NIPPLE PAST BOX.
HE METER HOUSING SHALL BE MID STATE PLASTICS OR EQUAL;
/4-INCH BOX MSBCF - 1118-12XL AND LID MSCBC-1118- RTR; AND
-INCH BOX MSBCF-1324-12XL AND LID MSCBC-1324- RTR. METER BOX RIM
HALL BE SET FLUSH WITH FINAL GRADE. THE WATER METER BOX ASSEMBLY SHALL
OT BE LOCATED WITHIN A ROAD, STREET, DRIVEWAY, SIDEWALK OR DRAINAGE FEATURE.
,LL APPURTENANCES FOR THE INSTALLATION OF THE WATER METER; THE METER, BRASS
ROUND LOCKABLE METER CUTOFF, GASKETS, AND EXPANSION CONNECTION; SHALL BE
JSTALLED BY THE UTILITY OWNER, UNLESS OTHERWISE SPECIFIED.
HE BASE OF THE METER BOX MUST HAVE AT LEAST 6-INCHES TO 8-INCHES OF
57 WASHED STONE.
3'-0" MIN mo
NOTE:
1. USE PROTECTION RING IN SHOULDER OF ROAD.
WSACC
WATER AND SEWER AUTHORITY
REVISION DATE BY CHKD OF CABARRUS COUNTY
NO.
PROTECTOR RING
IF IN SHOULDER
OF ROAD----�
7
CAP c
TAPPE
VALVE BOX INSTALLATION
IIII IIII C�D z
WATER -
MAI N
-III= I I SAN ITARY
SEWER
MAI N
NOTE:
WHEN THE WATER MAIN IS ABOVE THE SANII
CLEARANCE, OR WHEN THE SANITARY SEWER
WATER MAIN AND THE SANITARY SEWER MAII`
PIPE WITH JOINTS EQUIVALENT TO WATER MP
DISTANCE, MEASURED AT RIGHT ANGLES TO
THE CROSSING.
REVISION DATE BY CHKD
FILE NAME: W1.0 DATE: 8/06 NO.
^NNECTOR
STANDARD VALVE BOX
SALV
CONNECTOR LINE
WSAC
WATER AND SEWER
OF CABARRUS
DOUBLE CHECK VALVE \
GATE VALVE
EXISTING
WATER MAIN—-,
EXISTING
VALVE -
NOTES:
1. INSTALL CONNECTOR LINE FROM EXISTIN(
MAIN FOR FILLING, TESTING AND STERILI;
2. CONNECTOR LINE TO BE ASSEMBLED WIT
OPERATED INDEPENDENT OF EXISTING ME

iE
0 0
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WSACC
WATER AND SEWER AUTHORITY
BY CHKD OF CABARRUS COUNTY
EMBEDMENTS FOR MAINS
FILE NAME:_WS 1-0 — I DATE: 8
10
zo
I
I I u
u
I
24"
32"
4
8
1 6"
WSACC
WATER AND SEWER AUTHORITY
OF CABARRUS COUNTY
BACKFLOW PREVENTOR
BY-PASS CONNECTION FOR
FILLING NEW WATER MAINS
REVISION
NO.
DATE
BY
CHKD
FILE NAME: W2.0
I DATE: 8/06

FLOAT CONTROL
LINES
numbers Inseriea) as TOIIOWS:
VC
ABOVE THE 100
YEAR FLOOD
ELEVATION.
6"
36"
NOTES:
2" 0 (MIN) PVC
CONDUIT FOR
UNDERGROUND
SERVICE
90° SWEEP (TYP)
12" MIN.
CLASS "I" CONCRETE BASE
(2,500 PSI)
1. THE CONTROL PANEL SHALL BE DESIGNED AND SUPPLIED BY
THE EITHER THE PUMP MANUFACTURER OR THE PUMP
STATION SUPPLIER.
2. ALL COMPONENTS OF THE CONTROL PANEL SHALL BE IN
COMPLIANCE WITH THE REQUIREMENTS OF DEQ.
3. PROVIDE GROUND PER CONTROL PANEL MANUFACTURE'S
REQUIREMENTS.
4. LOCATE THE CONTROL PANEL 3' MIN. FROM THE WET WELL.
5. CONTROL PANEL SHALL BE PROVIDED WITH A MANUAL
TRANSFER SWITCH WITH EASY ACCESS REVERSE PIN PORTABLE
GENERATOR RECEPTACLE AND WEATHERPROOF COVER.
CONTROL PANEL DETAIL
N.T.S.
CONTROL PANEL MINIMUM MONITORING REQUIREMENTS:
• Pump failure.
• Wastewater level sensing failure (if applicable).
• High-water in the wet well.
• High-water level in the dry well sump (if applicable).
• Loss of telemetry transmission line (if applicable).
• Loss of power supply.
• Automatically -activated stand-by power generation source failure (if applicable).
PUMPING STATION DATA TABLE
LIFT STATION NUMBER
1
PRIMARY
CONDITION
PUMPING CAPACITY
G.P.M.
38.8
TOTAL HEAD (±)
FEET
65.8
MIN. SOLIDS PASS. IMPELLER
INCHES
2"
PUMP MODEL NUMBER
NO.
LSG200
PUMP IMPELLER
IN
N/A
PUMP SPEED
R.P.M.
3450
A All M AI AAACDI A= U D
U D
7
FOR EMERGENCIES CALL...
FOR PUMP OUT CALL...(***)***-****
FOR MAINTENANCE CALL...(***)***-****
TO REPORT POLLUTION, CALL Town of Mt. Pleasant [phone]
Lift Station:
• Must use Grinder Pump(s) (GPs).
• Minimum Storage Capacity - 50 gallons.
• Minimum Peak Design Velocity - 2.5 ftls.
• Electrical Connections to the main panel must be in accordance with local
construction codes.
• Controls shall be located in full view of the PU and contained in a lockable
or tamper free and weatherproof box. A NEMA 4X fiberglass control
panel, UL Listed, shall be furnished with each pumping unit. Panels shall
meet the following requirements:
a. Enclosure shall be lockable by means of two high quality combination
stainless steel latches and padlock hasps.
b. An alarm light shall be mounted on the top of the enclosure.
c. A lightning arrestor will be required to be placed ahead of the control
panel.
• Capacitors and start relays must be located in a separate control panel
enclosure.
• Pump Motor Connections must be water -tight.
• All GPs shall be standard commercial Shop -tested to include visual
inspection to confirm construction in accordance with the specifications
for correct model, horsepower, cord length, impeller size, voltage, phase
and hertz.
• Lift station shall be equipped with a manual transfer switch and portable
generator quick connect receptacle and a telemetry system with a battery
back-up capable of contacting the applicant when the power supply is not
available.
Minimum Requirements:
• Switches:
> Simplex - Off, On and Alarm
> Duplex - Off, I On, 2 On, Alarm
• Lifting Chain
• Valve on Force Main
• Concrete Collar
• Tank Risers and wetwell covers shall be secured
• The pump and seal housing chambers should be tested for moisture and
insulation defects.
• Vertically mounted check valves shall be ball valve type.
• Valves located interior to the wetwell shall be arranged horizontally with
valve stem extensions to facilitate operation of the valve without entering
the wetwell.
3" OR LESS DIAMETER FORCE MAIN SPECIFICATIONS:
1. Polyvinyl chloride (PVC) Restrained Joint Pressure Pipe 2" thru 3" shall be
D2241/RJ (DR 13.5) Certa-Lok.
2. All pipe connections and fittings shall be D2241 (DR 13.5) Certa-Lok
restrained joints. Pipe shall be green in color.
3. PVC force mains shall be installed in accordance with ASTM D-2321 or
AWWA D-2774, latest revision.
NOTES:
1. THE GRAVITY SEWER SYSTEM, SEWER PUMP STATION AND FORCE
MAIN SHAI I RF F)FSIGNFD IN ACCnRF)ANCF WITH THE TnWN nF P

(PROP. 50' PUBLIC R/W)
R/W��
LL
0 x x
I
I
R/W
NOW OR FORMERLY
JERRY R TUCKER &
ROSE P TUCKER
DB 12430, PG 49
PIN: 5660-95-6392
TRACT 1
MB 72, PG 107
3435 HIGHWAY 73 E
CONCORD, NC 28025
ZONED "RH"
/
O
I
NOW OR FORMERLY
/
I
GEORGE A SHOE &
/
x
FREDA E. SHOE
DB 545, PG. 330
I
PIN:5660-95-7144
to
LOTS 35-40
/
x
MB 8, PG 63
\
l
1010 ABBOTT ST
MT. PLEASANT, NC 28124
x
ZONED "RH"
/
x
V ..
X X
R/W
X X X X
— — R/W — x R/W
P --OE--OE--OE--OE-
POE
X X - OE -
R/W — — Rb� p
- OE --
- - - OE C�NCRE7
OE -
- OE - - OE - - OE - PP DRIVE
X
X
I
O
3
Om -W--W-
F1M FM FM FM FM FM
R/W — R/4 — — R/W —
OE

]NISH GRADE
REQUIRED CALCULATIONS
'CARIFY PLANT PIT WALLS
BUFFER YARD REQUIREMENTS:
15-FOOT WIDE BUFFER YARD "B" ALONG SKYLAND DRIVE (415 LINEAR FE
REQUIRED:
8-FOOT WIDE BUFFER YARD "A" ALONG WESTERN BOUNDARY (366 LINEAR FEET):
REQUIRED:
MINIMUM 0.7 POINTS PER LINEAR FEET OF BUFFER : 291 POINTS
MINIMUM 0.2 POINTS PER LINEAR FEET OF BUFFER
SHADE TREES:
1/75 LINEAR FEET : 6 SHADE TREES
SHADE TREES: 1/100 LINEAR FEET
ORNAMENTAL TREES:
1/100 LINEAR FEET :5 ORNAMENTAL TREES
MIN. ROOT BALL DEPTH
PROVIDED:
16" PROVIDED:
SHADE TREES: 4 x 12 POINTS: 48 POINTS
21"
SHADE TREES:
6 x 12 POINTS: 72 POINTS
LARGE SHRUBS: 19 x 3 POINTS: 57 POINTS
ORNAMENTAL TREES:
10 x 6 POINTS: 60 POINTS
105 POINTS
LARGE SHRUBS:
43 x 3 POINTS: 129 POINTS
MEDIUM SHRUBS:
24 x 2 POINTS: 48 POINTS
NOT TO SCALE
309 POINTS
PLANT NOTES
74 POINTS
4 SHADE TREES
PLANT INSTALLATION & MAINTENANCE NOTES:
TOPSOIL / PLANTING MIX MINIMUM REQUIREMENT!
1.
ALL LANDSCAPING SHALL BE OF NURSERY STOCK QUALITY AND SHALL BE INSTALLED IN A SOUND,
WORKMANLIKE MANNER AND ACCORDING TO ACCEPTED GOOD PLANTING PROCEDURES.
1.
TOPSOIL/PLANTING MIX SHOULD BE NATURAL, I
2.
ALL LANDSCAPING SHALL BE ADAPTABLE TO CLIMATIC CONDITIONS OF THE AREA.
VIGOROUS PLANT GROWTH. IT SHOULD BE UNIF
MAXIMUM 3" MULCH LAYER TO FILL
3.
LARGE TREES SHOULD NOT BE PLANTED WITHIN EASEMENTS AND A MINIMUM OF 6' FROM UTILITY
OF SUBSOIL. IT SHOULD BE FREE OF STONES, LUI
ENTIRE PLANT BED AS SPECIFIED
LINES, UNLESS OTHERWISE SPECIFIED BY REVIEWING AGENCY. SHRUBS MAY BE PLANTED IN
OTHER EXTRANEOUS MATTER. TOPSOIL SHOULC
ON PLAN. MULCH TO BE PULLED
EASEMENTS, BUT A MINIMUM OF 3' FROM UTILITY LINES, UNLESS OTHERWISE SPECIFIED BY
CONDITION.
2"-4" AWAY FROM BASE OF EACH
REVIEWING AGENCY.
2.
TOPSOIL/PLANTING MIX SHALL HAVE AN ACIDIT'
PLANT.
4.
ALL LANDSCAPING SHALL BE MAINTAINED IN GOOD CONDITION.
COMPOSITION:
CONTAINERIZED PLANTS
5.
ALL LANDSCAPING SHALL AT ALL TIMES PRESENT A HEALTHY, NEAT, CLEAN, ORDERLY, DISEASE -FREE
SHALL BE REMOVED
AND PEST -FREE APPEARANCE.
CLAY (RED CLAY, WELL PULVERIZED)
ENTIRELY FROM THEIR
6.
ALL LANDSCAPING SOIL AND FILL SHALL BE FREE FROM WEEDS, REFUSE, AND DEBRIS AT ALL TIMES.
COMPOST*/ORGANIC
CONTAINERS. BALL AND
BURLAP PLANTS SHALL
7.
EXCESS SOIL SHALL BE DISPOSED OF IN A LEGAL MANNER.
SILT
HAVE THE TOP %2 OF THE
8.
ANY DEAD PLANT MATERIAL OR MATERIAL THAT FAILS TO SHOW HEALTHY GROWTH MUST BE
WIRE CAGE AND BURLAP
REMOVED WITHIN 30 DAYS.
COARSE SAND (FREE OF ROCKS, 0.5 TO 1.0 MI
REMOVED.
9.
REPLACEMENT OF REMOVED PLANT MATERIAL MUST TAKE PLACE WITHIN 90 DAYS OF REMOVAL OR
3.
ORGANIC MATERIAL SUCH AS SAWDUST OR LEAI
NOTIFICATION BY THE CITY, WHICHEVER OCCURS FIRST.
PROCESS
PLANTING BED SOIL
10.
ANY REPLACEMENT PLANT MATERIAL MUST MEET THE SIZE AND OTHER CHARACTERISTICS OF NEWLY
4.
RECOMMENDATIONS:
SHALL BE AMENDED AS
PLANTED MATERIAL.
SPECIFIED.
11.
IF USING STAKES AND GUYS SUCH SUPPORTS SHALL BE DESIGNED SO AS TO PROTECT TREES AND
5.
ALL PLANTING AREAS SHOULD BE TESTED FOR PI
FIRM SOIL UNDER EACH
SHRUBS FROM INJURY. TREES AND SHRUBS SHALL BE FASTENED TO THE SUPPORT WITH AN
AS NECESSARY TO INSURE PROPER TREE GROW?
PLANT BALL.
ACCEPTABLE COMMERCIAL TREE TIE OF PLASTIC OR HOSE -COVERED WIRE. AFTER THE WARRANTY
ELEMENTS IS RECOMMENDED FOR PROPER GRO
PERIOD HAS ENDED, STAKES AND GUYS SHALL BE REMOVED.
CALCIUM 55 - 80%
12.
CONTRACTOR IS RESPONSIBLE TO CONTACT MISS UTILITIES (811) 48 HOURS PRIOR TO
MAGNESIUM 10 - 30%
COMMENCEMENT OF WORK. CONTACT LANDSCAPE ARCHITECT IF FIELD CONFLICTS/DISCREPANCIES
ARISE.
POTASSIUM 5 - 8%
13.
CONTRACTOR RESPONSIBLE TO VERIFY PLANT COUNTS. PLANTING PLAN SHALL GOVERN IN THE CASE

25'
12' LANE 1 2'-6"
1/4" PER FT or 2%
SURFACE COURSE
1 1/2" S9.5C
INTERMEDIATE COURSE
2 1/2" 119.00
BASE COURSE
2-3" LIFTS TYPE 1325.00 ASPHALT.
SUBGRADE
COMPACTED SUBGRADE (SEE SECTION 1.A.18
%L MINIMUM PAVEMENT SECTION
2.0%
6" '-?
2'-6" STANDARD
CURB & GUTTER
IN. 3" ASPHALT BASE
COURSE UNDER CURB
(NCDOT B25.00)
10.5'
R/IW
MAX. 3:1 SLOPE
TO EXISTING
GRADE
NOT TO SCALE
R/W
25'
12' LANE
2' 11'
I
I
1'
O ON -STREET PARKING ALLOWED
I
6" I
2.0%,
Z2.0%
MAX. 3:1 SLOPE
2' CONC. VALLEY TO EXISTING
GUTTER CURB GRADE
SURFACE COURSE
2" SF9.5A (1" LIFTS)
NON-NCDOT)
FINAL LIFT TO BE APPLIED UPON MEETING ONE OF THE FOLLOWING CONDITIONS:
1) 75% DEVELOPMENT OCCUPANCY,
2) 1 YEAR FROM INTERMEDIATE COURSE PLACEMENT,
3) FOR ETJ STREETS, FINAL 1" MAY BE PLACED WHEN APPROVED BY NCDOT.
TACK COAT
E SECTION 1.E.4)
INTERMEDIATE COURSE
2 1/2" 119.013 OR S9.5B
BASE COURSE
8" COMPACTED AGGREGATE BASE COURSE, OR 4" BCBC TYPE B25.00.
SHOULD ENTIRE DEVELOPMENT HAVE A CBR OF 6 OR GREATER, THEN AN
MUM
ALTERNATIVE BASE COURSE PAVEMENT DESIGN MAY BE SUBMITTED TO
THE CITY ENGINEER FOR APPROVAL.
CTION
SUBGRADE
COMPACTED SUBGRADE (SEE SECTION 1.A.18)
'URNING SPACE/LANDING 1.5%
2% MAX.) CROSS -SLOPE AND
',UNNING SLOPE
w C7
THICKENED ° a ° °
°
w
Q=
°EDGE °° °a
TTo
Q °
a
�
3" x 1/4" ROUND
cc�
w
cc�
w
STOP PLATE, TYP.
z
ou }
20'-0"
ou }
w
w
N Q
PROPOSED ASPHALT ROAD
N —1
o
>
>
^�
6'
N
DUMPSTER PLAN
CONC. POST FOOTING
HOLD FOR POST
BELOW BOTTOM
ELEVATION OF SLAB
4'-0"
DUMPSTER ENCLOSURE DETAIL
NOT TO SCALE
BACK OF WALK
BACK OF GUTTER
(VARIABLE SLOPE NOT TO EXCEED 12:1)
FLOWLINE
TYPICAL PAVEMENT SECTION
(SEE DETAIL THIS SHEET)
d . - G ..
°.
. d. d. � � ° �� a .° °d
2'-3" 4'-0" 2'-3"
SECTION THROUGH FLOWLINE
EXISTING WALK 1/4" PER FOOT
ACCESSIBLE RAMP SLOPE NOT TO EXCEED 12:1 1-1/2"—
A"d FLOW LINE
ae
4'-0"
TYPICAL RAMPS SECTION
ACCESSIBLE RAMP SECTIONS
2'-0" VALLEY GUTTER
NOT TO SCALE
1/8"
y f
GENERAL NOTES:
d 1. A GROOVE JOINT 1" DEEP WITH 1/8" RADII SHALL BE REQUIRED IN THE CONCRETE SIDEWALK AT 5'
a ` INTERVALS. ONE 1/2" EXPANSION JOINT WILL BE REQUIRED AT INTERVALS OF NOT MORE THAN 45'
a AND MATCHING EXPANSION/CONSTRUCTION JOINT IN ADJACENT CURB. A SEALED 1/2" EXPANSION
°. JOINT WILL BE REQUIRED WHERE THE SIDEWALKJOINS ANY RIGID STRUCTURE.
4" ° d °. a�' ° 'O SInF\NAI K AT nRl\/F\NAV Ff\ITRAN( FC Tn RF ti" THIr k'
1 "
1'-5 6-1/2"
INCREASE BASE
COURSE DEPTH
2 EACH, #4 REBAR FOR
CONTINUOUS
_/
REINFORCEMENT OF
THICKENED EDGE
L=10
cr
Lu
(D L/4

HEET 1 OF 2
840.01
Z
O C7
I --I
H-
Q Q
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LLJ�HZ
O O O =
UJ < < u-
F-- 0 0 i
H-2~Zw
U) u- 0 J
pOCJJCC
Q
Z F-I
1 °~
W
in
Lo
r
N
W co
H ❑
O � Q
CD C
z Q r
Q z O
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W �
Qa.
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WUJ
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9 z =
❑ 1-4 H
Q ~
O a
CC LLJ
cn
Cc
LL
HEET 1 OF 1
840.16
L
H:V
WT.
6'-1"
3:1
730
6'-1"
3:1
730
6'-1"
3:1
1190
6'-2"
3:1
177n
24"
3'-0"
2'-2"
3'-9"
0.281
0.281
1.204
1.485
0.078
0.121
30"
3'-0"
2'-2"
3'-4"
4'-3"
1'-2"
4'-4"
4
1'-6"
3
4'-1"
3
4'-1"
45
0.147
0.374
0.521
1.606
2.217
0.122
0.184
36"
3'-0"
2'-2"
3'-10"
4' 9°
1'-8"
4'-4"
4
2'-0"
4
4'-1"
3
4'-1"
49
0.187
0.415
0.602
1.914
2.516
0.176
0.261
42"
3'-0"
2'-2"
4'-5"
5'-3"
1'-5"
3'-6"
4
1'-9"
3
3'-3"
3
3'-3"
38
0.135
0.373
0.508
2.152
2.660
0.240
0.371
48"
3'-0"
2'-2"
5'-01,
5'-9°
2'-0"
3'-6"
4
2'-6"
4
3'-3"
3
3'-3"
41
0.173
0.410
0.583
2.415
2.998
0.313
0.477
54"
3'-0"
2'-2"
5'-7"
6'-3"
2'-7"
3'-6"
4
3'-0"
6
3'-3"
3
3'-3"
47
0.211
0.448
0.659
2.806
3.465
0.396
0.595
F
F6
iL MANHOLE
E
C
L
¢= `
D
Lco -X';4'A
Y
a cans'
3�
r�
D. 54 C
FOR MANHOLE COVER & FRAME #4 BARS "A"
OPTIONAL SPACED 6"
C. TO C.
BRICK MAY BE USED
TO ADJUST FRAME &
COVER TO SURFACE
ELEVATION MAX. 1'
OUTLET PIPE2.�
2 � E OR F 1 %2"
SECTION
C-C OR D-D
SECTION X-X
6"
1VA„ X 6"
EXP. JOIN
v •,
- B
jj:�
SEE NOTE 3 DOWEL
SECTION Y-Y
* RISER HAS .321 CUBIC YARDS OF BRICK MASONRY PER FOOT HEIGHT
GENERAL NOTES:
CHAMFER ALL EXPOSED CORNERS 1".
USE CLASS "B" CONCRETE THROUGHOUT.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR
#4 BAR DOWELS AT 12" CENTERS AS DIRECTED BY THE ENGINEER.
USE FORMS TO CONSTRUCT THE BOTTOM SLAB.
IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX,
ADD TO BASE AS SHOWN ON STANDARD NO. 840.00.
PROVIDE ALL JUNCTION BOXES OVER 3'-6" IN DEPTH WITH STEPS
12" ON CENTERS IN ACCORDANCE WITH STD. NO. 840.66.
ADJUST THE STEEL, CONCRETE AND BRICK MASONRY QUANTITIES
TO INCLUDE THE ADDITION OF THE MANHOLE (I.E. DIAGONAL BARS
SHORTENED AROUND OPENING IN TOP SLAB, ADDITIONAL VARIABLE
HEIGHT BRICK MASONRY, OPENING IN TOP SLAB.)
MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO TOP
ELEVATION IS 12 FEET.
T #4 BAR
TIT
J6"
DOWEL
DIMENSIONS AND QUANTITIES FOR CONCRETE JUNCTION BOXES
DIMENSIONS OF BOX AND PIPE
REINFORCEMENT
BARS "A"
TOP SLAB
DIMENSIONS
CUBIC YARDS
IN BOX
TOTAL QUANTITIES
BOX AND SLABS
DEDUCTIONS FOR ONE
PIPE CU.YDS.
PIPE
SPAN
WIDTH
HEIGHT
D
A
B
H
N0.
LENGTH
E
F
TOP
SLAB
BOTTOM
SLAB
WALL/
FT. OF HT.
LBS.
REINF
CU. YDS.
MIN. "H„
C.S.
R.C.
12"
2'-0"
2'-0"
2'-3"
12
2'-9"
3'-0"
3'-0"
0.167
0.167
0.185
22
0.750
0.015
0.024
15"
2'-3"
2'-3"
2'-6"
12
3'-0"
3'-3"
3'-3"
0.196
0.196
0.204
24
0.902
0.023
0.036
18"
2'-6"
2'-6"
2'-9"
14
3'-3"
3'-6"
3'-6"
0.227
0.227
0.222
30
1.065
0.033
0.049
24"
3'-0"
3'-0"
3'-3"
16
3'-9"
4'-0"
4'-0"
0.296
0.296
0.259
40
1.434
0.059
0.085
30"
3'-6"
3'-6"
3'-9"
18
4'-3"
4'-6"
4'-6"
0.375
0.375
0.296
51
1.860
0.092
0.127
36"
4'-0"
4'-0"
4'-3"
20
4'-9"
5'-0"
5'-0"
0.463
0.463
0.333
64
2.341
0.132
0.178
42"
4'-6"
4'-6"
4'-9"
22
5'-3"
5'-6"
5'-6"
0.560
0.560
0.370
77
2.878
0.180
0.243
48"
5'-4"
5'-4"
5'-3"
26
6'-3"
6'-4"
6'-4"
0.743
0.743
0.407
111
3.623
0.235
0.317
54"
5'-10"
5'-10"
5'-9"
28
6'-7"
6'-10"
6'-10"
0.865
0.865
0.444
126
4.283
0.297
0.401
60"
6'-6"
6'-6"
6'-3"
30
7'-3"
7'-6"
7'-6"
1.042
1.042
0.481
145
5.090
0.367
0.495
66"
7'-1"
7'-1"
6'-9"
32
7'-10"
8'-1"
8'-1"
1.210
1.210
0.518
169
5.917
0.444
0.589
D
I A
B
12"
3'-0"
2'-0"
151,
181,
24'
HEET 2 OF 2
30"
3'-0"
2'-0"
840.01
Z
O
TOP OF FILL
I --I
Z 2 U
GROUND LINE
H
GROUND LI
.
ZN
LLJal0
0 0 U)cr
�-
z
Lu Q LL =
QUcc0U
111=111=p1_111==lll_Ill_Ille lll_ lll_III-BI_III
it iu
F-1--I
Lu
lu rll
COMPACT AFTER
O
U) LLJ
i _ _ _ r�l
_
PIPE IS PLACED
❑ O C7 CC CC
III 111
& PRIOR TO
PLACEMENT OF
Z F1
II
_-
FILL
r, CL H
❑
=III_IIG111= 111
I.D./6 MIN.
Lu
-i
I.D./6 MIN.
❑
NOT LESS THAN 6"+
O.D. 3'
NORMAL EARTH FOUNDATION
L
NOT LESS THAN 6"
ROCK
TOP OF FILL
cr
O
LL G
C`3 m Lu
Z O Lu
< H Q a -
cc
V J (p
z Q
z
z�0CC
F< W (L F-
C7 O
W = c\j
V ~ T
Q 0
00
HEET 1 OF 1
840.31
-�_ MIN. O.D. H MIN. O.D. _ -
-_ GROUND LINE -
GROUND LINE
_I11-11 1- III = N=rlGln_ u r _ III c IN c III
COMPACT AFTER I.D./6 MIN.
PIPE IS PLACED & PRIO NOT LESS THAN 6"
OR T
PLACEMENT OF
FILL O.D. + 2' I.D./6 MIN.
NOT LESS THAN 6"
NORMAL EARTH FOUNDATION
GENERAL NOTES:
I.D. THE MAXIMUM HORIZONTAL INSIDE DIAMETER DIMENSION.
O.D. = THE MAXIMUM HORIZONTAL OUTSIDE DIAMETER DIMENSION.
H = THE FILL HEIGHT MEASURED VERTICALLY AT ANY POINT
ALONG THE PIPE FROM THE TOP OF THE PIPE TO THE TOP
OF THE EMBANKMENT AT THAT POINT.
TAKE CARE TO FULLY COMPACT HAUNCH ZONE OF PIPE BACKFILL.
LOOSELY PLACED SELECT MATERIAL CLASS III OR CLASS II, TYPE 1
FOR PIPE BEDDING. LEAVE SECTION DIRECTLY BENEATH PIPE
UNCOMPACTED AS PIPE SEATING AND BACKFILL WILL
ACCOMPLISH COMPACTION.