20140068 Ver 1_Site Plan_20140121

E
0
m
0
3' -0" 11' -0" 11' -0" 3' -0" VARIES WIDTH AS SPECIFIED
1 r -6r: 1/4"
SHOULDER SHOULDER 1'— 6'y
15r —Orr
lk"aw-
2 1/2" ASPHALT
SURFACE COURSE
TACK COAT
2 1/2" ASPHALT BINDER COURSE
PRIME COAT
9" AGGREGATE BASE
COMPACTED SUBGRADE
51
NOTES:
1. ALL CONCRETE AS SPECIFIED IN SECTION 03300.
�1
1. CONTRACTOR SHALL INSTALL DITCHES & DRAINAGE
STRUCTURES OF Q t O EXISTING, AS NEEDED,
• r AS ON DR
2. LIMITS OF DRIVEWAY CONSTRUCTION NOTED ON PLANS. �
0
I
2. AT ALL DRIVEWAYS, SIDEWALKS TO BE REMOVED TO THE NEAREST JOINT BEYOND NEW CONSTRUCTION OR CUT WITF
A SAW AND REMOVED. SAW CUT OR JOINT TO BE PERPENDICULAR TO EDGE OF EXISTING PAVEMENT. SEE STD. NO.
10.17 FOR JOINT DETAIL. PAY LIMITS FOR WORK DONE UNDER CITY OF CHARLOTTE CONTRACTS ARE FROM EXPANSION
JOINT TO EXPANSION JOINT, FROM LIP OF CURB TO BACK OF SIDEWALK.
3. ALL DRIVEWAYS THE CURRENT DRIVEWAY REGULATIONS lr REQUIREMENTS ! ' SPACING,
SIGHT DISTANCE, AND OFFSETS FROM PROPERTY LINES AND INTERSECTIONS.
4. RADII MUST BE MINIMUM 6 FEET OR THE WIDTH OF THE PLANTING STRIP, WHICHEVER IS GREATER. RADII GREATER
THAN THESE MINIMUMS MAY BE REQUIRED BY CDOT ON A CASE—BY—CASE BASIS. FOR RADII GREATER THAN 6 FEET,
THE RADII ARE TO CONTINUE AS A BAND AT—GRADE THROUGH THE SIDEWALK.
SLOPES SHALL
TAPER CURB VARIES AT EACH ENTRANCE
(MIN 2: 1 } (FACE —EAC E AT R /W)
B -�--I
CONCRETE SIDEWALK
OR PAVERS
4" CONCRETE SLAB
WWF 6X6 —W4XW4
CENTER IN SLAB
NOTE:
PROVIDE 1/8"X 1/2" DEEP JOINT
EVERY 4 FT AND FULL JOINT WITH
PREFORMED JOINT FILLER EVERY 20 FT.
—1/2" EXPA � i SION JOINT
SEE NOTE 3
CURB FLUSH WITH SIDEWAL
W W W W * V+ W W W W * W * W *
:J* * PLANTING STRIP
o w �. v+ (6' MIN.).
W GROOVE JOINT
NOTE 4)
AW w +V W W W W W V+ W
w v w EXISTING 2' -6" CURB & GUT�_E
1 /2" EXP. JOINT --� `— GROOVE JOINT 2
90° TO BACK OF
CURB (TYP.)
1%2" EXP. JOINT
SEE ['MOTE 3
B-am-`
PLAN VIEW
CONCRETE SIDEWALK
OR PAVERS
CONCRETE CURB
(MATCH TO EXISTING)
W W W W W W a. & 41 W
PLANTING STRIP
w (6' MIN.)
w w RADIUS'S '`
.,, w ,v v
W w (SEE NOTE 4) , .�
W v EXISTING 2' -2" CURB GUTTER
1/2" EXP. JOINT
DRIVEWAY WIDTH VARIES "
6 _ 0 - (SEE TABLE) _�____ 6 - 0
(M1N.} {MIN.}
TOP OF CURB ----,`
*--FRONT EDGE OF WALK------.,,, TOP OF CURB
6„
SECTION A -A (ALONG FLOW L
As Built Date STANDARD DETAILS 1
Drawing No
N/A C. MCDONALD D. VARJABEDIAN J. FULMER J. FULMER 11/1/13 coo 9
No. I Date By Revision Surveyed By Designed By I Drawn By Project —Engr Approved By Date
DRIVEWAY DIMENSIONS
OPERATION /RADIUS
MINIMUM
MAXIMUM
ONE —WAY
WITH
20'
30'
6-12
FT,
RADII
ONE —WAY
WITH
15'
25'
13+
FT.
RADII
TWO —WAY
WITH
26'
50'
6 -12
FT.
RADII
TWO —WAY
WITH
22'
40'
13+
FT,
RADII
TAPER CURB VARIES AT EACH ENTRANCE
(MIN 2: 1 } (FACE —EAC E AT R /W)
B -�--I
CONCRETE SIDEWALK
OR PAVERS
4" CONCRETE SLAB
WWF 6X6 —W4XW4
CENTER IN SLAB
NOTE:
PROVIDE 1/8"X 1/2" DEEP JOINT
EVERY 4 FT AND FULL JOINT WITH
PREFORMED JOINT FILLER EVERY 20 FT.
—1/2" EXPA � i SION JOINT
SEE NOTE 3
CURB FLUSH WITH SIDEWAL
W W W W * V+ W W W W * W * W *
:J* * PLANTING STRIP
o w �. v+ (6' MIN.).
W GROOVE JOINT
NOTE 4)
AW w +V W W W W W V+ W
w v w EXISTING 2' -6" CURB & GUT�_E
1 /2" EXP. JOINT --� `— GROOVE JOINT 2
90° TO BACK OF
CURB (TYP.)
1%2" EXP. JOINT
SEE ['MOTE 3
B-am-`
PLAN VIEW
CONCRETE SIDEWALK
OR PAVERS
CONCRETE CURB
(MATCH TO EXISTING)
W W W W W W a. & 41 W
PLANTING STRIP
w (6' MIN.)
w w RADIUS'S '`
.,, w ,v v
W w (SEE NOTE 4) , .�
W v EXISTING 2' -2" CURB GUTTER
1/2" EXP. JOINT
DRIVEWAY WIDTH VARIES "
6 _ 0 - (SEE TABLE) _�____ 6 - 0
(M1N.} {MIN.}
TOP OF CURB ----,`
*--FRONT EDGE OF WALK------.,,, TOP OF CURB
6„
SECTION A -A (ALONG FLOW L
As Built Date STANDARD DETAILS 1
Drawing No
N/A C. MCDONALD D. VARJABEDIAN J. FULMER J. FULMER 11/1/13 coo 9
No. I Date By Revision Surveyed By Designed By I Drawn By Project —Engr Approved By Date

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4
N
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I I A 3 r- m P1 C' °i'f's f° I I A I i n 1" M n A !'ti C° P1 A A I n
ELEVATION AT CORNER OR END ELEVATION AT BRACED POST
! L1Vl.+L �Nlj V I IIV\7 .31 1r'%LL UL. CLASS CONCRETE
1. LOCATION OF FENCING, GATES, GATE WIDTH AND DIRECTION OF SWING, AND ANY SPECIAL FEATURES NECESSARY TO CONSTRUCT FENCING AND GATES SHALL BE AS SHOWN ON
OTHER DRAWINGS. ALL DIMENSIONS, EXCEPT GATE WIDTH, SHALL BE TO CENTER OF POST.
2. CHAIN LINK FENCE FEATURES SHALL BE AS NOTED IN THE SPECIFICATIONS.
3. UNLESS OTHERWISE NOTED, TOP AND BOTTOM EDGES OF FABRIC SHALL BE BARBED AND TWISTED WHEN BARBED WIRE IS USED AND KNUCKLED WHEN NO BARBED WIRE IS USED.
4. SEE SPECIFICATIONS FOR FABRICATION, INSTALLATION AND GROUNDING REQUIREMENTS FOR FENCING.
5. GROUND CLOSURE SHALL BE PROVIDED AT LOCAL GROUND DEPRESSIONS WHERE TENSION WIRE OR RAIL IS MORE THAN 2 INCHES ABOVE GROUND SURFACE AS INDICATED OR
DIRECTED.
6. COAT ALL THERMAL WELDS WITH HOT COAL TAR ENAMEL OR EQUIVALENT.
7. A STANDARD H -POST MAY BE USED AS AN ALTERNATIVE FOR LINE POST. FOR FABRIC UP TO 8 FEET IN HEIGHT. USE SECTION WEIGHT 2.70 LBS. PER FOOT.
8. MANWAY GATE SHALL BE 4' -0" WIDE.
9. FENCING AT ODOR CONTROL SITES SHALL INCLUDE GREEN FABRIC PRIVACY SCREEN
10. PERFORM FINE GRADING AS NEEDED ALONG FENCE TO ENSURE A MAXIMUM SPACING OF 6 INCHES BETWEEN BOTTOM OF FENCE AND FINISHED GRADE.
Am
I
3/16"Xl
CONTINUOUS •
*VAR SECURED
ANGLE 1/4"0
r O'
1 1 /2 "X1
1/2"X3/16"
ANGLE
CONTINUOUS
BETWEEN FENCE
POSTS
W/ 9/16"
HOLES
AT 6" 0. C.
BARBED WIRE
FABRIC EDGE FINISH
SEE NOTE 3
19038
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SHUT-OFF VALVE #1
RESILIENT i D GATE
WITH HANDWHEEL OPERATOR.
NOTES SEE
m*1
TEST COCK #1
(SEE NOTE #5)
SHUT -OFF VALVE #2
u,
a
0
r
FLOW
CHECK 6" MIN.
VALVE #1
WALL
r
♦ a FA I Lab]
�i_.
FLOW
SHUT-OFF VALVE #2
DR RECOMMENDED
D !
SHUT -OFF VALVE #1 SEE NOTE #2
SHUT-OFF VALVE r
11 Lllillll�im
f CHECK VALVE #1 7 PVC(C5900) PIPE EXTENSION
TEST COCK #1-� I � �
VALVE #2-1 1
RESTRAINED JOINT -�'
SEE NOTE #3
REMOVABLE INSULATED -I
ENCLOSURE (SEE NOTE 10) ,
SLOPE GROUND AWAY FROM- --/
SLEEVE REQUIRED (TYP.)
JOINT
NOTE #3
RELIEF VALVE
OUTLET
LOWEST POINT OR
RELIEF VALVE OUTLET
SUPPORT, PAD AND
CONCRETE FOOTINGS
AS REQUIRED BY
SYSTEM DESIGNER
Ms
18 "X6" CONCRETE
OR APPROVED 24"
PRECAST PAD
)UT IN UPPER
FION)
unallimmum
JSION STEM AS
IRED. SEE NOTE 3
' SOIL PIPE
OF i PIPE WILL
BOTTOM
OF VALVE BOX.
1
NOTES:
1. BOTTOM SECTION TO BE CENTERED OVER NUT, NOT TO BEAR ON
VALVE BODY.
2. PROVIDE CLEARANCE BETWEEN VALVE BOX/BRICK AND THE VALVE.
WHEN OPERATING NUT DEPTH EXCEEDS 4' -0" BELOW FINISHED GRADE,
PROVIDE EXTENSION STEM WITH STD. 2" SQ. OPERATING NUT IN TOP
SECTION OF VALVE BOX. EXTENSION STEM SHALL BE SIZED AS
RECOMMENDED BY THE VALVE MANUFACTURER.
r_
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i
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027457
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PLAN N/A
PROFILE
Hor. N/A CIVIL
Vert. N/A
r
M
CMU
SEE
ZONING REQUIRED BPA
PROPERTY NOTE #6 & #7
SETBACK ABOVE GROUND
LINE
CMUD
METER
PROPERTY SEE
NOTE #6 & #7
PUBLIC
LINE
WATER ry
CMUD
MAIN Q
METER
PUBLIC
WATER ry
TYPICAL LOCATION REQUIREMENT
MAIN
FOR ABOVE GROUND INSTALLATION
°
SECT
N.T.S.
TYPICAL LOCATION REQUIREMENT
BOTT
FOR ABOVE GROUND INSTALLATION
SECTI
DOUBLE CHECK
VALVE ASSEMBLY 6„ CLEAR OF OBSTRUCTIONS
N.T.S.
SEE NOTE #3
6" PVC F
CHECK CHECK
.-
VALVE #1 VALVE #2 ,HUT -OFF VALVE #2
RESILIENT SEATED GATE
VALVE WITH
BRI
HANDWHEEL OPERATOR.
SEE NOTES #2 & #3.
REDUCED PRESSURE
PRINCIPLE ASSEMBLY
FLOW
CHECK 6" MIN.
VALVE #1
WALL
r
♦ a FA I Lab]
�i_.
FLOW
SHUT-OFF VALVE #2
DR RECOMMENDED
D !
SHUT -OFF VALVE #1 SEE NOTE #2
SHUT-OFF VALVE r
11 Lllillll�im
f CHECK VALVE #1 7 PVC(C5900) PIPE EXTENSION
TEST COCK #1-� I � �
VALVE #2-1 1
RESTRAINED JOINT -�'
SEE NOTE #3
REMOVABLE INSULATED -I
ENCLOSURE (SEE NOTE 10) ,
SLOPE GROUND AWAY FROM- --/
SLEEVE REQUIRED (TYP.)
JOINT
NOTE #3
RELIEF VALVE
OUTLET
LOWEST POINT OR
RELIEF VALVE OUTLET
SUPPORT, PAD AND
CONCRETE FOOTINGS
AS REQUIRED BY
SYSTEM DESIGNER
Ms
18 "X6" CONCRETE
OR APPROVED 24"
PRECAST PAD
)UT IN UPPER
FION)
unallimmum
JSION STEM AS
IRED. SEE NOTE 3
' SOIL PIPE
OF i PIPE WILL
BOTTOM
OF VALVE BOX.
1
NOTES:
1. BOTTOM SECTION TO BE CENTERED OVER NUT, NOT TO BEAR ON
VALVE BODY.
2. PROVIDE CLEARANCE BETWEEN VALVE BOX/BRICK AND THE VALVE.
WHEN OPERATING NUT DEPTH EXCEEDS 4' -0" BELOW FINISHED GRADE,
PROVIDE EXTENSION STEM WITH STD. 2" SQ. OPERATING NUT IN TOP
SECTION OF VALVE BOX. EXTENSION STEM SHALL BE SIZED AS
RECOMMENDED BY THE VALVE MANUFACTURER.
r_
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i
SEAL
027457
jf - : ;.......
PLAN N/A
PROFILE
Hor. N/A CIVIL
Vert. N/A
r
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BEDDING!
TYPE
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OVER60
i
SHEETING OR SHORING
AS REQUIRED 6„
2" SAW CUT REPLACE PAVEMENT TO MATCH
(TYPICAL) MIN' EXISTING WHERE REQUIRED
SEE SPECS FOR /
SUBGRADE Jj
REQUIREMENTS t
SUBSEQUENT SLOPING SIDES /
BACKFILL. SEE ALTERNATIVE
NOTE 3 CONSTRUCTION /
(TYP) 1J VARIES
J
Bd t
1
(TYP) t
W (TYP)
/
t
BACKFILL
SEE NOTE 2
.
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s r Y
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BEDDING ...........
.................................................................................
VARIES
TOE PENETRATION OF
SHEETING AS REQ'D ,
SUITABLE SUBGRADE
TYPICAL TRENCH SECTION
('-
D ETA I L M
VARIES
NOT TO SCALE
\ I \
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1 --- 7--- -- BACKFILL--
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ELEVATION VIEW
1. BEDDING, INITIAL BACKFILL AND SUBSEQUENT BACKFILL: SEE TABLE A, SEC. 02200 FOR MATERIAL
r • PIPE TYPE.
SHALL 2. BEDDING ! D OUT OR EXCAVATED AT BELLS.
3. FOR TYPICAL TRENCH LIMITATIONS SEE DETAIL M/CO04.
i
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BEDDING!
TYPE
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ELEVATION VIEW
1. BEDDING, INITIAL BACKFILL AND SUBSEQUENT BACKFILL: SEE TABLE A, SEC. 02200 FOR MATERIAL
r • PIPE TYPE.
SHALL 2. BEDDING ! D OUT OR EXCAVATED AT BELLS.
3. FOR TYPICAL TRENCH LIMITATIONS SEE DETAIL M/CO04.
i
i
BEDDING!
TYPE

.1
B�CIRETENTION PLANT SCHEDULE
QUANTITY
SCIENTIFIC NAME
COMMON NAME
SIZE
CALIPER
ROOT
SPACING
TREES
TREES
SHRUBS
5%
ASCLEPIAS TUBEROSA
BUTTERFLY WEED
SEED
6
BETULA NIGRA 'HERITAGE'
RIVER BIRCH
8' MIN.
1"
B &B
12' O.C.
5
FRAXINUS PENNSYLVANICA
GREEN ASH
8' MIN.
1"
B&B
12' O.C.
5
QUERCUS PHELLOS
WILLOW OAK
8' MIN.
1"
B &B
12' O.C.
SHRUBS
8
8' -10'
-
B &B
5
3' -4'
18
ARONIA ARBUTIFOLIA
RED CHOKEBERY
3' MIN.
-
CONT.
5' O.C.
18
CORNUS AMOMUM
SILKY DOGWOOD
3' MIN.
-
CONT.
5' O.C.
18
HAMMAMELIS VIRGINIANA
WITCH HAZEL
3' MIN.
-
CONT.
5' O.C.
18
ITEA VIRGINICA
VIRGINIA SWEETSPIRE
3' MIN.
-
CONT.
5' O.C.
18
LINDERA BENZOIN
SPICEBUSH
3' MIN.
-
CONT.
5' O.C.
HERBACEOUS
47
ANDROPOGON GLOMERATUS
BUSHY BEARDGRASS
2 "DIAx5"
-
PLUG
2' O.C.
47
BIDENS ARISTOSA
TICKSEED SUNFLOWER
2 "DIAx5"
-
PLUG
2' O.C.
47
CAREX STRICTA
TUSSOCK SEDGE
2 "DIAx5"
-
PLUG
2' O.C.
47
CHASMANTHIUM LATIFOLIUM
RIVER OATS
2 "DIAx5"
-
PLUG
2' O.C.
47
EUPATORIUM FISTULOSUM
JOE PYE WEED
2 "DIAx5"
-
PLUG
2' O.C.
46
IMPATIENS CAPENSIS
JEWELWEED
2 "DIAx5"
-
PLUG
2' O.C.
46
LOBELIA CARDINALIS
CARDINAL FLOWER
2 "DIAx5"
-
PLUG
2' O.C.
47
JUNCOS EFFUSUS
COMMON RUSH
2 "DIAx5"
-
PLUG
2' O.C.
46
PILEA PUMILA
CLEARWEED
2 "DIAx5"
-
PLUG
2' O.C.
47
SCIRPUS CYPERINUS
WOOLGRASS
2 "DIAx5"
-
PLUG
2' O.C.
47
SCIRPUS PUNGENS
COMMON THREESQUARE
2 "DIAx5"
-
PLUG
2' O.C.
46
VERNONIA NOVEBORECENSIS
NEW YORK IRONWEED
2 "DIAx5"
-
PLUG
2' O.C.
LANDSCAPE PLANT SCHEDULE
QUANTITY
SCIENTIFIC NAME
SCIENTIFIC NAME
COMMON NAME
FOSTER HOLLY
SIZE
CALIPER
ROOT
TREES
SHRUBS
5%
ASCLEPIAS TUBEROSA
BUTTERFLY WEED
SEED
5% �
3
NEW ENGLAND ASTER
ACER SACCHARUM 'LEGACY'
SUGAR MAPLE
ABELIA X GRANDIFLORA 'PROSTRATA'
12' -14'
2"
B &B
7
-
CEDRUS DEODARA
DEODAR CEDAR
SEED
8' -10'
-
B &B
7
SEED
CRYPTOMERIA JAPONICA
JAPANESE CEDAR
8
8' -10'
-
B &B
5
3' -4'
MAGNOLIA GRANDIFLORA 'BRACKEN'S BROWN BEAUTY'
SOUTHERN MAGNOLIA
B&B /CONT.
8' -10'
-
B &B
Li ♦ • i►1
6
SCIENTIFIC NAME
ILEX X ATTENUATA 'FOSTERI'
ROOT
FOSTER HOLLY
6' -8'
-
B &B
SHRUBS
5%
ASCLEPIAS TUBEROSA
BUTTERFLY WEED
SEED
5% �
ASTER NOVAE- ANGLIAE
NEW ENGLAND ASTER
16
ABELIA X GRANDIFLORA 'PROSTRATA'
CHAMAECRISTA FASCICULATA
PROSTRATE WHITE ABELIA
12 " -18"
-
CONT.
20
SEED
BERBERIS THUNBERGII 'CRIMSON PYGMY'
10%
CRIMSON PYGMY DWARF JAPANESE BARBERRY
12"
SEED
-
CONT.
8
MYRICA CERIFERA
AT RATE
WAX MYRTLE
3' -4'
VIRGINIA WILD RYE
-
B&B /CONT.
LANDSCAPE SEED
mix
QUANTITY
SCIENTIFIC NAME
COMMON NAME
ROOT
RATE
HERBACEOUS
5%
ASCLEPIAS TUBEROSA
BUTTERFLY WEED
SEED
5% �
ASTER NOVAE- ANGLIAE
NEW ENGLAND ASTER
SEED
7%
CHAMAECRISTA FASCICULATA
PARTRIDGE PEA
SEED
7%
COREOPSIS LANCEOLATA
TICKSEED
SEED
10%
ECHINACEA PURPUREA
PURPLE CONEFLOWER
SEED
APPLY
AT RATE
15%
ELYMUS VIRGINICUS
VIRGINIA WILD RYE
SEED
OF 15
2%
PARTHENIUM INTEGRIFOLIUM
WILD QUININE
SEED
LBS /AC
3%
RUDBECKIA HIRTA
BLACK -EYED SUSAN
SEED
15%
SCHIZACHYRIUM SCOPARIUM
LITTLE BLUESTEM
SEED
1%
SILPHIUM TRIFOLIATUM
WHORLED ROSINWEED
SEED
20%
SORGHASTRUM NUTANS
INDIANGRASS
SEED
10%
TRIDENS FLAWS
PURPLE TOP
SEED
PERIMETER TREE REQUIREMENT:
STREET: CHOATE CIRCLE /-120 FT. = 3 TREES REQUIRED / 3 TREES PROVIDED
STREET: WOODSPRING COURT /_100 FT. = 3 TREES REQUIRED /---a-TREES PROVIDED
IT IS THE RESPONSIBILITY OF ON TRACTOR/LA D AP i TO
NOTIFY THE URBAN FORESTER OF ANY SITE CONFLICTS THAT AFFECT
TREE SPECIES OR LOCATIONS PRIOR TO PLANTING TREES. CALL THE
URBAN FORESTER NAMED ON THE APPROVED PLAN OR 704-336-6692
FOR ANY CONFLICTS REGARDING OVERHEAD POWER
OR OTHER
2. ALL STRAPPING AND TOP 2/3 OF WIRE BASKET MUST BE CUT AWAY
AND REMOVED FROM ROOT BALL PRIOR TO BACKFILLING PLANTING
PIT. REMOVE TOP Y3 OF BURLAP FROM ROOT BALL.
3. FOR NEW PLANTING AREAS, REMOVE ALL PAVEMENT, GRAVEL
SUB -BASE AND CONSTRUCTION DEBRIS; REMOVE COMPACTED SOIL
AND ADD 18" NEW TOPSOIL, OR TILL AND AMEND THE TOP 18" OF
EXISTING SOIL TO MEET TOPSOIL /PLANTING MIX STANDARDS FOR
TREES (WITHIN ENTIRE MINIMUM AREA OF 274 SQUARE FEET PER
TREE).
4. LARGE MATURING TREES MAY NOT BE PLANTED WHERE THERE ARE
OVERHEAD DISTRIBUTION OR TRANSMISSION LINES. IF TREES
CONFLICT WITH POWER LINES OR SIGNS, CALL URBAN FORESTER TO
RESOLVE BEFORE PLANTING.
5. ADJUST TREE PLANTING LOCATIONS TO AVOID UNDERGROUND
UTILITIES. PLANT 15' FROM ALL UNDERGROUND UTILITIES (SEWER
AND STORM DRAINAGE, GAS, WATER, PHONE, AND ELECTRICAL
LINES).
6. ATTENTION LANDSCAPER: NOTIFY URBAN FORESTER OF ANY SIGN,
POWER LINE, OR OTHER CONFLICTS BEFORE PLANTING NEW TREES.
7. PLEASE CALL 704 -607 -8987 FOR AN INSPECTION OF TREE
PROTECTION AND /OR TREE PLANTING AREAS, 1 TO 2 DAYS BEFORE
THE TEMPORARY OR FINAL CERTIFICATE OF OCCUPANCY IS NEEDED.
8. ALL TREES ON PUBLIC PROPERTY ARE PROTECTED BY ORDINACE
AND REMOVAL MUST BE APPROVED BY THE CITY ARBORIST
704 - 336 -4262.
9. ALL DISTURBED AREA AT PUMPING STATION SITE SHALL BE SEEDED
WITH THE LANDSCAPE SEED MIX. NOTE THAT AREAS ALONG SEWER
AND FORCE MAIN EASEMENTS SHALL BE SEEDED AS DESCRIBED IN
SECTION 02933.
TREE PROTECTION PLAN MOTES:
1. NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS,
TRAFFIC, BURIAL PITS, TRENCHING OR OTHER LAND DISTURBING
ACTIVITY ALLOWED IN THE TREE PROTECTION ZONE, EXCEPT AS
SHOWN ON APPROVED PLANS.
2. TREE BARRICADES MUST BE INSTALLED BEFORE ANY DEMOLITION,
GRADING OR CONSTRUCTION AND NOT REMOVED UNTIL AFTER FINAL
INSPECTION BY URBAN FORESTER.
3. TREE PROTECTION BARRICADES MUST MEET OR EXCEED TREE
ORDINANCE STANDARDS (IN CITY OF CHARLOTTE TREE ORDINANCE
GUIDELINES, APPENDIX 3) OR LAND DEVELOPMENT STANDARDS
MANUAL 40.02.
4. BEFORE DEMOLITION, GRADING, OR CONSTRUCTION BEGINS, CALL
URBAN FORESTRY SPECIALIST AT 704- 607 -8987 FOR INSPECTION
OF TREE PROTECTION BARRICADES.
5. NO GRUBBING WITHIN TREE PROTECTION ZONE. LEAVE SOIL AND
LEAF LITTER UNDISTURBED. SUPPLEMENT WITH 1 -2 INCHES OF
MULCH. RE -SEED WITH UPLAND MIX ONLY IN DISTURBED GRADED
AREAS.
6. BRUSH, VINES, AND SMALL TREES (< 8" IN DIAMETER, OR AS
SMALL AS 2" CALIPER) MAY BE HAND - CLEARED ONLY, CUT FLUSH
WITH GROUND SURFACE. EXISTING TREES MAY BE LIMBED UP 6
FEET (LEAVING AT LEAST 2/3 OF THE BRANCHES TO IMPROVE
VISIBILITY).
7. EXPOSED TREE ROOTS MUST BE CLEANLY CUT WITH A SHARP
PRUNING TOOL; BACKFILL ASAP TO MINIMIZE EXPOSURE TO THE
AIR.
8. TREE PROTECTION FENCE IS TO BE LOCATED 1 -FOOT PER TREE
DIAMETER INCH AWAY FROM THE TREE IN THE SETBACK OR
RIGHT -OF -WAY.
9. VIOLATIONS OF TREE PROTECTION REQUIREMENTS ARE SUBJECT TO
FINES AND /OR IMMEDIATE CORRECTIVE ACTION /MITIGATION.
10. ALL TREES ON PUBLIC PROPERTY ARE PROTECTED BY ORDINANCE
AND REMOVAL MUST BE APPROVED BY THE CITY ARBORIST
704- 336 -4262.

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1. REMOVE WIRE AND NYLON TWINE FROM BALL AND CANOPY.
2. SOAK ROOT BALL AND PLANT PIT IMMEDIATELY AFTER INSTALLATION.
3. STAKING IS REQUIRED FOR ALL TREES IN R.O.W. OR UPON
REQUEST OF ARBORIST.
4. REMOVE EXCESS SOIL FROM SITE AND DISPOSE OF IN A
LEGAL MANNER.
5.3 RESEED UNMULCHED, DISTURBED AREAS.
3/4" NYLON STRAP
4" HIGH / 6" WIDE MAXIMUM
BERM OUTSIDE OF ROOTBALL
WOOD STAKES—
WITH
CENTERED HOLE
DRIVEN IN LINE WITH STRAP
REMOVE EQUALLY SPACED AROUND TREA
`' iiil - 111111 = 111111= 111111- Ilolil -` 111111= 111111=
. ANAILS/PINS, mlI1llt�t1 11 utut tiih, =rImt ftiliifil
F RO r.� .
REMOVE TOP 1/3 OF WIRE r+ WHERE PRESENT
RAISE PIT BOTTOM TO SET ROOT CROWN
AT THE CORR FIRM SOIL UNDER R007 wA
r1�1111�111111
11111= :111111.... =1
1.. 11-lin illtl tt tll
iI
ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2004)
FOR EXAMPLE: CALIPER HEIGHT (RANGE) MAX. HEIGHT MIN. ROOT BALL DIA. MIN. ROOT BALL DEPTH
2rr 12-14' 16' 2419 16rr
3rr 14 -16' 18' 3211 21 rr
TREE PLANTING
(FOR SINGLE AND MULTIPLE —STEM TREES
CLDSM 40.01
D ETAI L P
vAR I ES
N.T.S.
a,s
AnS
NOTES:
1. CONSTRUCT GATE & POSTS OF 4" SQ. x 1/4" THK. STEEL TUBING.
2, WELD ALL CONNECTIONS ALL AROUND.
3. HINGES SHALL BE FULL LENGTH CONTINUOUS (PIANO) FABRICATED
FROM 1" SOLID STEEL ROD & 1" SCH 40 STL PIPE CUT IN
6" SECTIONS WELDED ALTERNATELY TO THE POSTS & GATES.
4. POST HOLES SHALL BE AUGERED INTO UNDISTURBED EARTH
AND FILLED W/ CONC AS SHOWN.
.,
OPEN WIRE ROPE SOCKET
SECURED TO U —BOLT, TYP
- 3/8" DIA. G.I. GUY WIRE ROPE (2 REQ'D
@ 45° APART, EACH POST)
WIRE ROPE TURNBUCKLE, TYP
45 �>,i 1 3' - ®r2
P
CONC. !
s
1. SCARIFY ROOT MASS OF
CONTAINERIZED PLANT MATERIAL.
2. INSTALL CONTAINERIZED PLANTS AT
FINSHED GRADE
3. TAMP PLANTING MIX FIRMLY
AS PIT IS FILLED AROUND
EACH PLANT BALL.
4. OMIT COLLAR AROUND EACH SHRUB
WHEN IRRIGATION SYSTEM IS PRESENT.
5. SOAK EACH PLANT BALL AND
PIT IMMEDIATELY AFTER
INSTALLATION.
CROWN HEIGHT
IN INCHES
EQUALS MEDIAN
WIDTH IN FEET
TO 12" MAX.
10" (EX.)
10' (EX.) --
Ill •i
Lei
wi
tll � iA
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4
NTS
.,�
SPACING VARIES
SEE LANDSCAPE PLAN
4rr
"r ra'
'MIN.._,::;:
Bpi ^a •'. '
"V" TRENCH AROUND
ENTIRE PLANTING BED
EDGE OF
PLANTING BED
FIBERGLASS
SEWER MARKE?k
1111111►. �a���lli
1111111m
Z--PLANT MIX TAMP SOIL MIX UNDER
EACH PLANT BALL TO
MINIMIZE SETTLEMENT
TYPICAL_ PLANTING BED DETAIL.
r
III
EQUAL SPACING -J \-- EDGE OF
BETWEEN ALL PLANTS BPELDANTING
TYPICAL PLANTING BED PLAN
' DIA. MIN. REINFORCED
-CAST PROTECTOR RING
NOTES:
1. PROTECTOR RING SHALL BE PRECAST REINFORCED CONCRETE.
2. PROTECTOR RING SHALL EXTEND 'Y2" ABOVE FINISHED GRADE.
3. MARKERS SHALL BE INSTALLED AT EACH CHANGE IN THE
ALIGNMENT OF THE FORCE MAIN AND AT A MAXIMUM SPACING
OF 100 FEET ALONG ENTIRE LENGTH OF THE FORCE MAIN.
4. CUSTOM DECAL SHALL HAVE WARNING, UTILITY NAME AND
PHONE NUMBER.
ffil
N.T.S.

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NOTES:
1. ALL DRAINAGE AREAS TO A BIORETENTION FACILITY
ARE TO BE STABILIZED PRIOR TO INSTALLATION OF
AMENDED SOILS, MULCH OR PLANTINGS.
2. AMENDED SOIL WILL ONLY BE PERMITTED WITH A
VALID SOIL ANALYSIS REPORT.
3. INSTALL WIRE SCREENING AROUND ALL OUTLET
OPENINGS TO PREVENT LOSS OF MULCH.
4. BIORETENTION FACILITY SHALL HAVE A MINIMUM OF
2 UNDERDRAINS (SEE DRAWING C102 FOR
LOCATION).
OUTLET P(CONNECT #
STORM DRAINAGE
BMP INSET TABLE BIORETENTION
FACILITY
i
will
:1 A& alklmam
.�i ,.
1-1
S
O�
o�
F�
5�
PRETREATMENT D ENERGY DISSIPATION
FOR ALL Rt D FLOW
EC11
NOTES: C010
ZONE 5 &
(TYP.)
SOD (REQUIRED FOR FIRST
PLANTING YEAR)
CLEANOUT
O" TO C
ABOVE
PONDING ELEVATION,
AT i# FEET MAX.
1. SPACING)
USE VANDAL—PROOF
LOCKING AP
1'i M0 INN
0,
A
OVERFLOW OUTLET COVERED
WITH WIRE SCREENING (SEE
DETAIL EC11 /CO10)
A �
�q
ASPHALT SOD ON SIDE— SLOPES
PAVEMENT GRAVEL O ST
2ff AREASADJACENT TO AT PLANTING YEAR)
PAVEMENT
4' MIN.
�rr�►,� rr1�,r ,
2'-0" V
1' -0$1 WQ
PONDING
1 _0�7 P��.::. MAXIMUM
�?. 2' -0 TO 4 —0
FILTER MEDIA (4
FEET MINIMUM
TREES)
WITH E
)
f
SEE BMP
3 ! DOUBLE I
DESIGN MANUAL
FOR SOIL
HAMMERED
HARDWOOD ,.: PARAMETERS.
MULCH LAYER .. ............. .��,
:.. 1' -0!f GRAVEL
( LAYER
OUTLET PIPE ... ... ..... .....�....
0.5 % SLOPE
MIN. %, %. /i
FILTER FABRIC
UNDERDRAIN AROUND UNDERDRAIN
6" DIAMETER PERFORATED GRAVEL BED GRAVEL BED (TOP,
UNDERDRAIN PIPE — PVC (PER (#57 WASHED BOTTOM AND SIDES,
AASHTO M252) OR HDPE WITN EC11 STONE) TYP•)
SMOOTH INNER WALL, PROTECTED �C'o10
WITH FILTER FABRIC:
NOTES:
1. ALL DRAINAGE AREAS TO A BIORETENTION FACILITY ARE TO BE STABILIZED PRIOR TO
INSTALLATION OF AMENDED SOILS, MULCH OR PLANTINGS.
2. AMENDED SOIL WILL ONLY BE PERMITTED WITH A VALID SOIL ANALYSIS REPORT.
3. INSTALL WIRE SCREENING AROUND ALL OUTLET OPENINGS TO PREVENT LOSS OF MULCH.
4. WRAP PERFORATED UNDERDRAIN WITH FILTER FABRIC PRIOR TO BACKFILLING.
5. UNDERDRAIN PIPE SHOULD HAVE 3/8" PERFORATIONS SPACED AT 6" CENTERS, MIN. 4 HOLES
PER ROW. MAX SPACING OF UNDERDRAIN PIPE IS 10 FEET ON CENTER.
INLINE AREA INLET
12" X 12" GREEN GRATE (PART NO. 1212)
(SAME AS BELOW)
12" X 12" ADAPTER WITH 8" i (PART
NY NATIONAL DIVERSIFIED SALES, SUPPLIED BY
OF COLUMBIA OR APPROVED
TEE (SIZE VARIES)
END OF LINE AREA
MEN me wep
SQUARE POLYETHYLENE GRATE
USE NDS NO.
SUPPLIED
OF COLUMBIA OR APPROVED EQUAL.
12" X 12" RISER
SUPPLIED 12" CATCH BASIN
W. P. LAW, INC. OF t `. A
#R APPROVED EQUAL.

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EROSION CONTROL CONSTRUCTION SEQUENCE AND MAINTENANCE PLAN:
1. NO GROUND DISTURBING ACTIVITY MAY BE PERFORMED WITHOUT AN
APPROVED SEDIMENT AND EROSION CONTROL PLAN. THE CONTRACTOR
SHALL MAINTAIN A COPY OF THE APPROVED PLAN(S) AND APPROVAL
LETTER(S) ON SITE AT ALL TIMES. THE CONTRACTOR SHALL ALSO
MAINTAIN ALL PAPERWORK AS REQUIRED BY THE OWNER, ENGINEER,
AND /OR PERMITTING AUTHORITY.
2. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED
PRIOR TO ANY LAND DISTURBING ACTIVITIES, EXCEPT THOSE OPERATIONS
NEEDED TO INSTALL SUCH MEASURES.
3. ONE WEEK PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR
SHALL SCHEDULE A PRE - CONSTRUCTION CONFERENCE WITH THE
ENGINEER AND INSPECTOR FROM NCDENR DIVISION OF LAND QUALITY.
THE PURPOSE OF THE MEETING WILL BE TO REVIEW THE REQUIREMENTS
OF THE SEDIMENT AND EROSION CONTROL PLAN.
4. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED
AND MAINTAINED ACCORDING TO THE LATEST REVISION OF "EROSION AND
SEDIMENT CONTROL PLANNING AND DESIGN MANUAL," PUBLISHED BY
NCDENR LAND QUALITY SECTION.
5. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED
AT ALL TIMES. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES
SHALL BE INSTALLED BY THE CONTRACTOR IF DEEMED NECESSARY BY
THE ENGINEER OR NCDENR DIVISION OF LAND QUALITY INSPECTOR
36" MIN. SPACING TYP.*
r
r
r
51
KEY /ANCHOR
MATERIAL AT
TOP OF
SLOPE.
r
m
6" OVERLAP
IN SLICE
THERE WILL BE NO ADDITIONAL PAYMENT FOR MEASURES Ii NON-WOVEN GEOTEXTILE
REQUIRING REPLACEMENT. FILTER CLOTH FABRIC 4
ABOVE SOURCE WATER.
GENERAL NOTES:
6. GRASSING FOR DISTURBED AREA STABILIZATION SHALL BE KEY /ANCHOR MATERIAL TO TOE OF SLOPE.
PERFORMED AS NOTED IN THE ABOVE REFERENCED MANUAL, 1. LAY BLANKETS LOOSELY AND STAKE OR STAPLE TO MAINTAIN
UNLESS OTHERWISE APPROVED BY THE ENGINEER (SEE DIRECT CONTACT WITH THE SOIL. DO NOT STRETCH.
SPECIFICATION 02933) AND THE LANDSCAPING PLAN. 2.* DIMENSIONS SHOWN ARE MINIMUM, MANUFACTURED PRODUCTS EMBANKMENT MATTING DETAIL
7. ALL CHANNELS /DITCHES SHALL BE SEEDED, FERTILIZED, MAY HAVE ADDITIONAL REQUIREMENTS THAT MUST BE MET. CLDSN./I 30.20
AND LINED AS SPECIFIED IMMEDIATELY UPON COMPLETION OF 3. SLOPE SURFACE SHALL BE FREE OF ROCKS, SOIL CLODS,
THE CHANNEL. ALL DISTURBED AREAS THAT ARE EXPOSED STICKS, GRASS. MAT /BLANKETS SHALL HAVE GOOD SOIL EC 1
FOR MORE THAN 30 DAYS SHALL BE SEEDED AND MULCHED. CONTACT. D ETA ._
VARIES
8. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL
4. THE DETAIL SHOWN IS FOR SLOPE MATTING. FOR CHANNEL OR
BE INSPECTED FOR STABILITY AND OPERATION FOLLOWING PIPE OUTFALL MATTING SPECIFICATIONS, PLEASE REFER TO NOT TO SCALE
EVERY RUNOFF PRODUCING RAINFALL EVENT BUT IN NO
CASE LESS OFTEN THAN ONCE PER WEEK. ANY NEEDED NCESCPDM STANDARD #6.17 AND MANUFACTURER'S GUIDELINES.
REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN PROPER _.
FUNCTION OF ALL MEASURES.
9. CHECK DAM SPACING SHOWN IS
APPROXIMATE. THE CONTRACTOR SHALL
INSTALL CHECK DAMS PER THE NCDENR
SEDIMENT AND EROSION CONTROL
PLANNING AND DESIGN MANUAL. ONCE A
VIGOROUS STAND OF VEGETATION HAS
BEEN ESTABLISHED IN THE CHANNEL, THE
CHECK DAM SHALL BE REMOVED, THE
LINING REPAIRED, RE- FERTILIZED AND
RE- SEEDED AS NECESSARY.
10. SEDIMENT SHALL BE REMOVED FROM
BEHIND THE SILT FENCE ONCE IT HAS
ACCUMULATED TO A DEPTH OF 0.5 FEET.
SILT FENCE SHALL BE REPAIRED AND
REPLACED AS NECESSARY TO MAINTAIN A
BARRIER, DOWN OR DAMAGED SILT FENCE
MUST BE REPLACED AT THE END OF EACH
DAY.
11. SEDIMENT SHALL BE REMOVED FROM
SEDIMENT TRAPS AND BASINS ONCE
STORAGE CAPACITY HAS REACHED 50%.
GRAVEL SHALL BE REPLACED WHEN THE
DEVICE NO LONGER DRAINS PROPERLY.
12. ALL SEEDING (TEMPORARY AND
FINAL) SHALL BE APPLIED AND REAPPLIED
AS NECESSARY UNTIL A VIGOROUS, DENSE
VEGETATIVE COVER IS ESTABLISHED.
13, AFTER EARTH DISTURBING ACTIVITIES
HAVE CEASED AND ALL EXPOSED SOIL HAS
BEEN STABILIZED, WITH A VEGETATIVE
COVER, THE TEMPORARY EROSION AND
SEDIMENT CONTROL MEASURES SHALL BE
REMOVED. FOLLOW REMOVAL, ANY
RESULTING EXPOSED AREA SHALL BE
STABILIZED.
14. SEE SPECIFICATION 02270 FOR
ADDITIONAL EROSION AND SEDIMENT
CONTROL REQUIREMENTS.
15. ADDITIONAL EROSION AND SEDIMENT
CONTROL MEASURES MAY BE NECESSARY
TO SUPPORT DEWATERING EFFORTS AND
SHALL BE INCLUDED IN THE COST FOR
DEWATERING.
SKIMMER SEDIMENT BASIN
DESIGN CRITERIA
DRAINAGE
Q10
(C FS)
AREA
< 10 AC.
(ACRES)
H
(FEET)
MIN.
L
(FEET)
LENGTH TO
2:1
WIDTH RATIO
SKIMMER
ORIFICE
DIAMETER
MAX.
PROVIDED
(CUBIC FT.)
LENGTH TO
6:1
WIDTH RATIO
1.85
MIN.
1800
VOLUME
(CU. FT.
REQUIRED
PER AC.
5.58
DISTURBED)
1.33
325
SURFACE
(S Q. FT,
AREA
PER CFS
REQUIRED
Q10)
IN
S
AVERA
WIDT
* AREA
SURFACI
S P I LLWA
INFI rl \AI
ST
DEWATERING
ZONE
FILTER FAB
CHANNEL CONSTRUCTION SEQUENCE
1. REMOVE ALL TREES, BRUSH, STUMPS, AND OTHER
OBJECTIONABLE MATERIAL FROM THE FOUNDATION. AREA AND
DISPOSE OF PROPERLY.
2. PLACE FILL TO CONSTRUCT THE CHANNEL AND SHAPE IT TO
DIMENSIONS SHOWN ON THE PLANS PLUS A 0.2 FEET. OVERCUT
AROUND THE CHANNEL PERIMETER TO ALLOW FOR BULKING
DURING SEEDBED PREPARATIONS AND SOD BUILDUP.
3. REMOVE AND PROPERLY DISPOSE OF ALL EXCESS SOIL SO THAT
SURFACE WATER MAY ENTER THE CHANNEL FREELY.
4. THE PROCEDURE USED TO ESTABLISH GRASS IN THE CHANNEL
WILL DEPEND UPON THE SEVERITY OF THE CONDITIONS AND
SELECTION OF SPECIES. PROTECT THE CHANNEL. WITH MULCH
OR A TEMPORARY LINER SUFFICIENT TO WITHSTAND ANTICIPATED
VELOCITIES DURING THE ESTABLISHMENT PERIOD
5. APPLY LIME, FERTILIZER AND SEED BEFORE LAYING THE NET
(WITHOUT MULCH) OR MAT (WITH MULCH OR SYNTHETIC). IF
OPEN -WEAVE NETTING IS USED, LIME MAY BE INCORPORATED
BEFORE INSTALLING THE NET AND THE FERTILIZER AND SEED
CAN BE SPRAYED ON AFTERWARD, OTHERWISE APPLY SEED AND
FERTILIZER BEFORE INSTALLATION.
6. START LAYING THE NET OR MAT FROM THE TOP OF THE
CHANNEL OR SLOPE AND UNROLL IT DOWN THE GRADE. ALLOW
NETTING TO LAY LOOSELY ON THE SOIL BUT WITHOUT
WRINKLES - -DO NOT STRETCH.
7. TO SECURE THE NET, BURY THE UPSLOPE END IN A SLOT OR
TRENCH NO LESS THAN 6 INCHES DEEP, COVER WITH SOIL, AND
TAMP FIRMLY. STAPLE THE NET EVERY 12 INCHES ACROSS THE
TOP END AND EVERY 3 FEET AROUND THE EDGES AND BOTTOM.
WHERE 2 STRIPS OF NET ARE LAID SIDE BY IDE, THE ONE
ADJACENT EDGES SHOULD BE OVERLAPPED 3 INCHES AND
STAPLED TOGETHER. EACH STRIP OF NETTING OR MATTING
SHOULD ALSO BE STAPLED DOWN THE: CENTER OR EVERY 3
FEET IF THE STRIP IS NOT WIDER THAN 8 FEET. DO NOT
STRETCH THE NET /MAT WHEN APPLYING STAPLES.
8. STAPLES SHOULD BE THE "U "- SHAPED TYPE AND 4 TO
6- INCHES LONG (DEPENDING ON SOIL CONDITIONS).
9. TO JOIN THE ENDS OF TWO STRIPS OF NETTING, CUT A TRENCH
TO ANCHOR THE END OF THE DOWN GRADIENT NET. OVERLAP
THE END OF THE PREVIOUS ROLL 18 INCHES AND STAPLE
EVERY 12 INCHES JUST BELOW THE ANCHOR SLOT.
10. TO JOIN ENDS OF TWO STRIPS OF MATTING, OVERLAP THE
UPGRADIENT STRIP OVER THE DOWNGRADIENT ONE AT LEAST 4
INCHES. STAPLE THE OVERLAP AT THE ENDS AND EVERY 12
INCHES ALONG THE CENTER OF THE OVERLAP.
NAINI 1' FRFFRnARn -, W =5' MIN.
ENT
PRECAST
OUTLET
STRUCTURE
SKIMMER
DEWATERING
DEVICE
EMERGENCY
SPILLWAY
`EMBANKMENT
_� 1 L/ 1 env L_ L V 1 V L \_J I\ \.J ...J .J I-) L__ \-/ I I \-/ I V _ V I I Y P
EMERGENCY
SPILLWAY
-SEEP
uULLAR
BASIN
DRAINAGE
AREA
(ACRES)
DENUDED
AREA
(ACRES)
Q10
(C FS)
BASIN VOLUME
BASIN SURFACE AREA
CLEANOUT
DEPTH (FT.)
H/2
H
(FEET)
Z
(FEET)
L
(FEET)
T
(FEET)
W
(FEET)
SKIMMER
PIPE
DIAMETER
SKIMMER
ORIFICE
DIAMETER
REQUIRED
(CUBIC FT.)
PROVIDED
(CUBIC FT.)
REQUIRED ! PROVIDED
(SQ FT.) (SQ FT.)
#1
1.85
1.85
7.79
3326
9179
3396 3409
2
4
5.58
10
1.33
5
6 IN.
3 IN.
N OTES
1. REFER TO NCESCPDM SECTION #6.64 FOR ADDITIONAL DESIGN SPECIFICATIONS REGARDING SKIMMER SEDIMENT BASINS.
2. REFER TO NCESCPDM SECTION #6.64 FOR BAFFLE SPACING AND INSTALLATION.
3. OUTLET STRUCTURE SHALL BE RETAINED FOR USE IN BIORETENTION OUTLET STRUCTURE (SEE DETAIL EC1 1 /C010 AND
T /CO07).
SKIMMER SEDIMENT BASIN
CLDSM 30.02A
D ETAI L Ec2
VARIES
NOT TO SCALE
PVC E N I
PVC
CHANNEL MAINTENANCE
1. DURING THE ESTABLISHMENT PERIOD, CHECK GRASS -LINED
CHANNELS AFTER EVERY RAINFALL. AFTER GRASS IS
ESTABLISHED, PERIODICALLY CHECK THE CHANNEL; CHECK
IT AFTER EVERY HEAVY RAINFALL EVENT. IMMEDIATELY MAKE
REPAIRS. IT IS PARTICULARLY IMPORTANT TO CHECK THE
CHANNEL OUTLET AND ALL ROAD CROSSINGS FOR BANK
STABILITY AND EVIDENCE OF PIPING OR SCOUR HOLES.
2. REMOVE ALL SIGNIFICANT SEDIMENT ACCUMULATIONS TO
MAINTAIN THE DESIGN CARRYING CAPACITY. KEEP THE
GRASS IN A HEALTHY, VIGOROUS CONDITION AT ALL TIMES,
SINCE IT IS THE PRIMARY EROSION PROTECTION FOR THE
CHANNEL.
3. INSPECT ALL MULCHES PERIODICALLY, AND AFTER
RAINSTORMS TO CHECK FOR RILL EROSION, DISLOCATION,
OR FAILURE. WHERE EROSION IS OBSERVED, APPLY
ADDITIONAL MULCH. IF WASHOUT OCCURS, REPAIR THE
SLOPE GRADE, RESEED, AND REINSTALL MULCH. CONTINUE
INSPECTIONS UNTIL VEGETATION IS FIRMLY ESTABLISHED.
K
PROVIDE TEMPORARY EROSION
CONTROL MATTING
RK
I
m,
ANCHOR MATTING
6" MIN. (TYP.)
GRASS LINED CHANNEL
* NORTH AMERICAN GREEN PRODUCT OR APPROVED EQUIVALENT
STORMWATER CHANNEL DETAIL
DETAIL 1 Ec3
vARIEs
NOT TO SCALE
P \/r \/P-NIT
[111 =1 1�T1
PERSPECTIVE VIEW
SKIMMER SEDIMENT BASIN
CLDSM 30.02A
DETA L Ec4
VAR I ES
NOT TO SCALE
No. I Date I By
Revision
FRONT VIEW
"C" ENCLOSURE
®®11t►r o �►asii
® ® ® ®`o
`® C,e
Brown
® and
Caldwell
No C00399
f0
SKIMMER TAKEN FROM
PENNSYLVANIA EROSION
AND SEDIMENT
POLLUTION CONTROL
MANUAL, MARCH .20QO.
K
ESSs
o No. 30916 _ SEAL
• • a
027457
rh. • •
:v
Qoo•oeoeeiis
As' °dp s n ce e e o `area ®,v� ®� F U ;`!
.��
PLAN
1u
N/A
PROFILE
Hor.
N/A
CIVIL
Vert.
N/A
EROSION CONTROL DETAILS
1
As Built
Date
Drawing No
N/A
C. MCDONALD
D. VARJABEDIAN
J. FULMER
J. FULMER
11/1/13
C� ®8
Surveyed By
Designed By
Drawn By
Project -Engr
Approved By
Date

E
CU
co
N
NN
W
0
SEDIMENT STORAGE -
MAXIMUM LEVEL OF
SEDIMENT (CLEAN
BASIN OUT WHEN THIS
LEVEL REACHED)
O�
FL=
'I'/ /M
►hi�
CLEAN OUT 12" #5
STAKE N WASHED STONE --�,,
c.,
u
Z =,H /2 I
SECTION THROUGH BASIN AND FILTER
(SEE STD. NO. 30.03 FOR GENERAL NOTES)
_X
SILT FENCE
X�
CARRY RIPRAP UP
SIDES OF
TEMPORARY SEDIMENT TRAP DATA BLOCK
SEDIMENT
TRAP #
DISTURBED AREA
(AC.)
STO RED
(CU. FT.)
H (FT.)
Z (FT.)
T (FT.)
L MIN.
(FT.)
W MIN.
(FT.)
MW
(FT.)
1
0.81
2930
3.50
1.75
1.50
4
27
54
2
1.33
4774
3.50
1.75
1.50
6
32
64
3
0.49
1757
3.50
1.75
1.50
4
22
44
4
0.76
2727
3.50
1.75
1.50
4
26
52
5
0.71
2538
3.50
1.75
1.50
4
25
50
6
0.70
2505
3.50
1.75
1.50
4
25
50
7
1.00
3600
3.50
1.75
1.50
4
29
58
8
1.38
4961
3.50
1.75
1.50
6
33
66
9
0.85
3043
3.50
1.75
1.50
4
39
78
10
0.62
2238
3.50
1.75
1.50
4
35
70
11
0.92
3296
3.50
1.75
1.50
4
29
58
12
1.05
3764
3.50
1.75
1.50
6
31
62
13
0.73
2621
3.50
1.75
1.50
4
26
52
14
0.91
3275
3.50
1.75
1.50
4
29
58
15
0.36
1290
3.50
1.75
1.50
4
18
36
16
0.42
1497
3.50
1.75
1.50
4
25
50
17
0.62
2242
3.50
1.75
1.50
4
24
48
18
1.07
3864
3.50
1.75
1.50
6
32
64
19
0.86
3083
3.50
1.75
1.50
4
33
66
20
0.63
2255
3.50
1.75
1.50
4
24
48
21
0.67
2414
3.50
1.75
1.50
4
25
50
22
1.00
3587
3.50
1.75
1.50
4
42
84
23
0.68
2434
3.50
1.75
1.50
4
30
60
24
0.55
1994
3.50
1.75
1.50
4
22
44
25
0.77
2754
3.50
1.75
1.50
4
26
52
26
0.35
1261
3.50
1.75
1.50
4
18
36
27
0.64
2309
3.50
1.75
1.50
4
24
48
28
0.46
1649
3.50
1.75
1.50
4
20
40
29
0.51
1820
3.50
1.75
1.50
4
21
42
30
0.65
2323
3.50
1.75
1.50
4
24
48
31
0.41
1492
3.50
1.75
1.50
4
26
52
32
0.89
3191
3.50
1.75
1.50
4
31
62
33
1.07
3857
3.5
1.75
1.5
6
31
62
34
1.00
3616
3.50
1 1.75
1.50
6
46
92
SEDIMENT TRAP DETAIL
D ETAI L Ec5
VARIES
NOT TO SCALE
2' MIN} --
�RIPRAP
M
A
z_
Zo
0$
X (7' MIN.)
ELEVATION OF BERM AND FILTER
TI_11911: 19 T.11
� � =�TsT�
WIRE FENCING
5' MAX. WOVEN FILTER FABRIC
o
N
...,.
INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH PERIOD OF
SIGNIFICANT RAINFALL. REMOVE SEDIMENT AND RESTORE TRAP TO
ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS
ACCUMULATED TO ONE -HALF THE DESIGN DEPTH OF THE TRAP.
PLACE THE SEDIMENT THAT IS REMOVED IN A DESIGNATED
DISPOSAL AREA AND REPLACE THE CONTAMINATED PART OF THE
GRAVEL FACING.
CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING.
PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO ENSURE IT
IS A MINIMUM OF 1.5 FT BELOW THE LOW POINT OF THE
EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE
EMBANKMENT TO SLIGHTLY ABOVE DESIGN GRADE. ANY RIP RAP
DISPLACED FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY.
STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE
THE SEDIMENT POOL AND DOWNSTREAM FROM THE TRAP
IMMEDIATELY AFTER CONSTRUCTION WITH SEEDING.
COMPACTED SOIL
CUT OR FILL SLOPE
6' MIN.
BERM
2:1 SLOPE (MAX.)
GENERAL NOTES:
1. WIRE FENCING SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A
MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING.
2. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A
PERIOD OF MORE THAN 30 DAYS.
3. STEEL POSTS SHALL BE 5' -0" IN HEIGHT AND BE OF THE SELF - FASTENER
ANGLE STEEL TYPE.
4. WIRE FENCING SHALL BE AT LEAST X10 GAGE WITH A MINIMUM OF 6 LINE
WIRES WITH 12" STAY SPACING.
5. TURN SILT FENCE UP SLOPE AT ENDS.
6. WIRE MESH SHALL BE MIN. 13 GAGE WITH MAXIMUM 12" OPENINGS.
7. WIRE AND WASHED STONE IS REQUIRED TO BE SHOWN ON PLANS AT THE
TOE OF SLOPES GREATER THAN 10 FEET VERTICAL (2:1 SLOPE)
8. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN
GRADING IS ADJACENT TO SWIM BUFFERS, STREAMS OR WETLANDS (REFER TO
SWIM BUFFER GUIDELINES). THE COLOR ORANGE IS RESERVED FOR VISUAL
IDENTIFICATION OF ENVIRONMENTALLY SENSITIVE AREAS.
9. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF
FENCE.
10. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH
CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
11. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS
OR OTHER AREAS OF CONCENTRATED FLOW.
;PACING OF WATER BARS
SLOPE ( %)
SPACING (FT)
< 5
125
5 TO 10
100
10 TO 20
75
20 TO 35
50
> 35
25
18" MIN.
L
COMPACTED SOIL
CUT OR FILL SLOPE
TEMPORARY SILT FENCE
CLDSM 30.0613
DETAIL Ec6
VARIES
NOT TO SCALE
4' MIN.
BERM
2:1 SLOPE (MAX.)
NOTES:
1. DIVERSIONS ARE TO BE GRADED ACROSS RIGHT OF WAY TO PROVIDE A POSITIVE GRADE NOT TO EXCEED 2 %.
2. INSTALL THE DIVERSION AS SOON AS THE RIGHT OF WAY HAS BEEN CLEARED AND GRADED.
3. DISK THE BASE FOR THE CONSTRUCTED RIDGE BEFORE PLACING FILL.
4. TRACK THE RIDGE TO COMPACT IT TO DESIGN CROSS SECTION.
5. LOCATE THE OUTLET ON AN UNDISTURBED AREA. ADJUST FIELD SPACING OF THE DIVERSION TO USE THE MOST
STABLE OUTLET AREAS. WHEN NATURAL AREAS ARE NOT DEEMED SATISFACTORY, PROVIDE OUTLET PROTECTION.
6. IMMEDIATELY SEED AND MULCH THE PORTIONS OF THE DIVERSIONS NOT SUBJECT TO CONSTRUCTION TRAFIFIC.
STABILIZE WITH GRAVEL AREAS TO BE CROSSED WITH VEHICLES.
7. DIVERSION DITCHES SHALL BE LINED WITH TEMPORARY EROSION CONTROL MATTING (NORTH AMERICAN GREEN S150BN
OR APPROVED EQUAL)
WATER BARS
D ETAI L (EC8
VARIES
NOT TO SCALE
TEMPORARY EROSION
CONTROL MATTING
(SEE NOTE 7)
- STEEL POST
WIRE FENCING
P7 FABRIC
so
#5 WASHED STONE
FLOW
I li �I I
4" 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 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.
LIMITS / EASEMENT LINE
SILT FENCE
z z
r M
M M m M _ TEMPORARY
DIVERSION DYKE
SLOPE
WATER BARS
SEE TABLE
DETAIL EC8
CONSTRUCTION FENCE AND SILT FENCE AS
SHOWN IN THE PLAN VIEW PER THIS DETAIL.
DOUBLE ROW SILT FENCE SHALL BE REQUIRED
WHEN ADJACENT TO STREAMS AND WETLANDS
(AS SHOWN ON PLANS)
TYPICAL CONSTRUCTION AND SILT
FENCE PLACEMENT DETAIL
24" MIN.
ee CARO °i 0 RO
Brown • °: l':
• and
? Caldwell = _ °2 No. 30916 z;
z _ ,6
No. C00399 • �� ;� fin: -
/° /C ......• •,(i e \e 'ice �/•� •re...• °• ���
OF MT U
FU
I t ru
STABILIZE THE TEMPORARY DIVERSION DITCF
WITH TEMPORARY OR PERMANENT SEEDING
IMMEDIATELY UPON CONSTRUCTION.
TEMPORARY DIVERSION DITCH
D ETAI L Ec�
VARIES
��
NOT TO SCALE
1 1/14 1 SAS REVISED SEDIMENT TRAP DETAIL
No. Date By Revision
ESS /p '9`
H
SEAL
027457
a:•:cNGINE��,a
in
BROWN AND` 'CALDWELL
Environmental Engineering and Consulting
309 East Morehead Street, Suite 160, Charlotte, North Carolina 28202 (704) 358 -7204
North Carolina Board of Examiners for Engineers and Surveyors License No: F -0785
CHARLOTTE - ME C KLE NB UR G-
UTILITY DEPARTMENT
ENGINEERING DIVISION
CHARLOTTE, NORTH CAROLINA
221 -05 -657 STEELE CREEK PUMPING STATION
Job No. Scales File No. REPLACEMENT PROJECT
PLAN N/A
PROFILE
Hor. N/A CIVIL
Vert. N/A
As Built Date EROSION CONTROL DETAILS 2
Drawing No
N/A C. MCDONALD D. VARJABEDIAN J. FULMER J. FULMER 11/1/13 C009
Surveyed By Designed By 1 Drawn By Project -Engr Approved By Date

P
CL
N
M
M
N
iu
0
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 CREATE
SEDIMENT TRAPS. CLASS B RIP
3. ENSURE THAT MAXIMUM SPACING BETWEEN DAMS PLACES THE
TOE OF THE UPSTREAM DAM AT THE SAME ELEVATION AS THE
DOWNSTREAM DAM (SEE DIAGRAM BELOW).
A- MAXIMUM SPACING
r•- g
r =rth t_ r�ltt�ur�ll
1111 = tit =111 1_111 = 111 =11
r�llr�tlhllryrrr -__- 1, -6" MIN.
A AND B ARE AT EQUAL ELEVATIONS I--- -1
B r,-7 MASHED STONE
4' TO 6'
CROSS SECTION
9" MIN.
AX
TER
4'X4' PRECAST CONCRETE
OUTLET STRUCTURE
EL = 571.75' [A
d-
ELEVATION SCHEDULE
1.
A STABILIZED ENTRANCE PAD OF #5
A
tA
c
C
SHALL BE LOCATED WHERE TRAFFIC WILL
D
°
ENTER OR LEAVE THE CONSTRUCTION
'
F
SITE ONTO A PUBLIC STREET.
A
2.
FILTER FABRIC OR COMPACTED CRUSHER
z
24"
RUN STONE SHALL BE USED AS A BASE
EXISTING
TOP OF WIRE MESH /STRUCTURE
' 4
GROUND
3.
THE ENTRANCE SHALL BE MAINTAINED IN
600.46'
0.010
�
95 +85
t
6 to
RECOVERY ROPE - TIED
TO SKIMMER AT ONE
END AND CONNECTED TO
STRUCTURE AT OTHER
EL = 570.75' [J]
EL = 570.00' [B]
L
r1:
e
EL 565.50' [C]
-
31 �'• :•.. EL 565.00' [D]
TEMPORARY ROCK CHECK DAM '�'_ "- 24 RCP OUTLET PIPE .< : t + EL = 564.50' [E]
INV. IN = 565.50'
CLDSM 3 0.1 0 11%11 _,,_ GROUT BOTTOM of
FILTER SKIMMER TO BE REMOVED
6" CONNECTION STUB FOR STRUCTURE TO FROM 6" STUB TO ATTACH 6"
"- -� -- _ _ _ _ CLOTH SLOPE TO DRAIN
(� 11= 1=' ���_� I -ui -'� " - FUTURE BIORETENTION BIORETENTION UNDERDRAIN
rE J "'- 11r =��� = 1)� �l�c�l� _�1�- .11�_t1�= t1�= �1� -tii� -�
DETAIL UNDERDRAIN TO BE PLUGGED TEMPORARY SEDIMENT BASIN VIEW
VARIES PLAN WHILE BASIN IS ACTIVE
NOT TO SCALE SECTION
coo
NOTES:
ELEVATION SCHEDULE
1.
A STABILIZED ENTRANCE PAD OF #5
A
TOP OF BERM ELEVATION
WASHED STONE OR RAIL ROAD BALLAST
TOP OF WATER STORAGE ELEVATION
C
SHALL BE LOCATED WHERE TRAFFIC WILL
D
TOP OF 6" ANTI- FLOTATION LIP
ENTER OR LEAVE THE CONSTRUCTION
'
F
SITE ONTO A PUBLIC STREET.
G
2.
FILTER FABRIC OR COMPACTED CRUSHER
z
24"
RUN STONE SHALL BE USED AS A BASE
EXISTING
TOP OF WIRE MESH /STRUCTURE
FOR THE CONSTRUCTION ENTRANCE.
GROUND
3.
THE ENTRANCE SHALL BE MAINTAINED IN
600.46'
0.010
A CONDITION WHICH WILL PREVENT
95 +85
33"
TRACKING OR FLOWING OF SEDIMENT
606.13'
0.005
ONTO PUBLIC STREETS OR EXISTING
111+30
42"
PAVEMENT. THIS MAY REQUIRE PERIODIC
590.13'
0.005
TOP DRESSING WITH ADDITIONAL STONE
157 +75
27"
AS CONDITIONS WARRANT AND REPAIR
580.90'
0.005
OR CLEANOUT OF ANY MEASURES USED
z
27"
TO TRAP SEDIMENT.
588.10'
4.
ANY SEDIMENT SPILLED, DROPPED,
236 +35
30"
WASHED, OR TRACKED ONTO PUBLIC
530.91'
0.005
STREETS MUST BE REMOVED
238 +55
30"
IMMEDIATELY.
533.30'
5.
WHEN APPROPRIATE, WHEELS MUST BE
248 +45
42"
CLEANED TO REMOVE SEDIMENT PRIOR
527.30'
0.005
TO ENTERING A PUBLIC STREET. WHEN
269 +25
42"
WASHING IS REQUIRED, IT SHALL BE
529.31'
0.005
DONE IN AN AREA STABILIZED WITH
335+10
42"
CRUSHED STONE WHICH DRAINS INTO AN
539.93'
0.005
APPROVED SEDIMENT BASIN SEE STD.
340 +25
42"
NO. 30.11 B.
541.50'
6.
CDOT MAY REQUIRE A STANDARD
COMMERCIAL DRIVEWAY (STD. 10.24 &
10.25) TO ACCESS THE CONSTRUCTION
SITE IF THE DRIVEWAY IS ON A
THOROUGHFARE.
WASHED STONE
STREAM BANK
ff#Tol I �
100' MIN.
SOIL STABILIZATION FABRIC
UNDER #5 WASHED STONE
TEMPORARY CONSTRUCTION ENTRANCE
CLDSM 30.11A
D ETAI L (!EEo
VARIES
NOT TO SCALE
7r iffillfiRliffillfiefle _A RING FILTER AS
�•~, t� �.� &L rj rte- REQUIRED - r •.
NOTES
REMOVE THE STRUCTURE NO LONGER NEEDED.
• • YEA2. R). • PASS 2
YEAR PEAK FLOW WITHOUT
3. ENSURE THAT DESIGN • • OUTLET OF
CROSSING THE • `• •• THE
RECEIVING STREAM
ADDITIONAL 4. r . • r i PER THE
INSPECTOR BASED ON • • •
5. • DISTURBING ACTIVITIES IN CONNECTION
CONSTRUCTION ON, OVER OR UNDER A LAKE OR
NATURAL , - •
DURATION OF DISRUPTION OF THE STREAM CHANNEL.
6" #57
WASHED STONE
PUBLIC STREET
I—
Li
w
I-
V)
_v
I
M
IZ
WIRE SCREENING ATTACHED TO
STRUCTURE BY ANGLE IRON FRAME WHEN
BASIN IS CONVERTED INTO BIORETENTION 1/20$ =
EL = 571.75' f AI
24" RCP OUTLET PIPE
INV. IN = 565.50'
ELEVATION SCHEDULE
ELEVATION SCHEDULE
ELEV.
KEY
ELEVATION DESCRIPTION
I
A
TOP OF BERM ELEVATION
B
TOP OF WATER STORAGE ELEVATION
C
BOTTOM OF TEMPORARY SEDIMENT BASIN
D
TOP OF 6" ANTI- FLOTATION LIP
E
BOTTOM OF PRECAST OUTLET STRUCTURE
F
TOP OF 3" MULCH LAYER (SEE SPEC 02900)
G
TOP OF SAND /SOIL MIX (TYPE A MATERIAL)
H
TOP OF 1' -0" GRAVEL (TYPE E MATERIAL)
24"
BOTTOM OF PERFORATED UNDERDRAIN PIPE
J
TOP OF WIRE MESH /STRUCTURE
ELEVATION SCHEDULE
STATION
PIPE
DIA.
#
BARRELS
INV. UP
SLOPE (FT /FT)
LENGTH
29 +80
27"
2
572.30'
0.005
20'
35 +00
24"
2
576.17'
0.010
20'
41+45
24"
3
582.15'
0.005
30'
54 +05
27"
2
600.46'
0.010
20'
95 +85
33"
1
606.13'
0.005
25'
111+30
42"
4
590.13'
0.005
25'
157 +75
27"
1
580.90'
0.005
20'
174+10
27"
1
588.10'
0.005
20'
236 +35
30"
1
530.91'
0.005
30'
238 +55
30"
1
533.30'
0.005
35'
248 +45
42"
2
527.30'
0.005
20'
269 +25
42"
3
529.31'
0.005
20'
335+10
42"
3
539.93'
0.005
40'
340 +25
42"
2
541.50'
0.060
30'
1 2 PIPE DIA. OR 12"
HICHEVER IS GREATER.
'- SEE TABLE FOR PIPE INFO
r �
TEMPORARY CROSSING
CLDSM 30.14
DETAIL EC 12
VARIES
4'X4' PRECAST CONCRETE
OUTLET STRUCTURE
6" CONNECTION STUB FOR
FUTURE BIORETENTION
UNDERDRAIN TO BE
PLUGGED WHILE SEDIMENT
BASIN IS ACTIVE
# 0-
24" RCP OUTLET PIPE
INV. IN = 565.50'
WIRE SCREENING
ATTACHED TO STRUCTURE
BY ANGLE IRON FRAME
PERMANENT BIORETENTION VIEW
SECTION �
C010
I
o I
I I
I
a
3, -0"
TOP VIEW
TEMPORARY SEDIMENT BASIN
(AND BIORETENTION) OUTLET STRUCTURE
DETAIL
VARIES
80Z /SY NON -WOVEN
GEOTEXTILE BETWEEN SAND
AND GRAVEL LAYERS
6 -INCH PERFORATED HDPE
UNDERDRAIN PIPE (SEE SPEC
15065)
4'X4' PRECAST CONCRETE
OUTLET STRUCTURE
-SKIMMER TO BE REMOVED
FROM 6" STUB TO ATTACH 6"
BIORETENTION UNDERDRAIN
1
12/131
SAS
I UPDATED TEMPORARY CROSSING DETAIL
EL = 570.75' [J]
.
By
I Revision
4
EL = 570.00' [B]
AIII
EL = 569.00' [F] EL = 568.75' [G]
M, 11
EL = 566.75' [H]
io
i
EL = 565.75' [I]
A
:''� .-n':
EL = 565.00' [D]
,:. •:
'4
EL = 564.50' [E] _
• ° a•'
6" CONNECTION STUB FOR
FUTURE BIORETENTION
UNDERDRAIN TO BE
PLUGGED WHILE SEDIMENT
BASIN IS ACTIVE
# 0-
24" RCP OUTLET PIPE
INV. IN = 565.50'
WIRE SCREENING
ATTACHED TO STRUCTURE
BY ANGLE IRON FRAME
PERMANENT BIORETENTION VIEW
SECTION �
C010
I
o I
I I
I
a
3, -0"
TOP VIEW
TEMPORARY SEDIMENT BASIN
(AND BIORETENTION) OUTLET STRUCTURE
DETAIL
VARIES
80Z /SY NON -WOVEN
GEOTEXTILE BETWEEN SAND
AND GRAVEL LAYERS
6 -INCH PERFORATED HDPE
UNDERDRAIN PIPE (SEE SPEC
15065)
4'X4' PRECAST CONCRETE
OUTLET STRUCTURE
-SKIMMER TO BE REMOVED
FROM 6" STUB TO ATTACH 6"
BIORETENTION UNDERDRAIN
1
12/131
SAS
I UPDATED TEMPORARY CROSSING DETAIL
No.
Date
By
I Revision
NOTES:
1. 100 -YEAR STORM ELEVATION
FOR OVER - TOPPING INLETS
570.65'. A
�• :Q�oFE 10,x;91 ?y =,
No. 30916 `-'• =
1 0
C010 Q FU1-N`
Ci
Brown a
and : SEAL
Caldwell _
a _ Z 027457 :
rEC4 G�� : No. 000399
.00% F
• ; .yu'• .NGINEE. ®'•
*00 so
7E OF NO
BROWIFTN AND CALDWELL
Environmental Engineering and Consulting
309 East Morehead Street, Suite 160, Charlotte, North Carolina 28202 (704) 358 -7204
North Carolina Board of Examiners for Engineers and Surveyors License No: F -0785
CHARLOTTE - ME CKLENBURG
UTILITY DEPARTMENT
ENGINEERING DIVISION
CHARLOTTE, NORTH CAROLINA
221 -05 -657 STEELE CREEK PUMPING STATION
Job No. Scales File Na. REPLACEMENT PROJECT
PLAN SHOWN
PROFILE
Hor. NSA CIVIL
Vert.
As Built Date EROSION CONTROL DETAILS 3
Drawing No
N/A C. MCDONALD D. VARJABEDIAN J. FULMER J. FULMER 11/1/13 Colo
Surveyed By Designed By Drawn By Project -Engr Approved By Date

i
E
N
e
a')
N
co
0
9
M
M
CL
WASHED O •
THICK x 3' HIGH (MIN)
1-1
XWNIWIIIIIIIIIIIr .►Ill
y,...!aa'.+\► »f� y frya � ` *!r ,yrKf ��~ ��/k!� �y�
i.,r.a."�..ii ��yY� Iy• {w y. �11'4Lty r`i2Yy..�`"rx ♦ri• j„�y \��riT/ `� frig �►�'S'rr 1
r , a. y\ +►I'� i�`..., t�.y+..ar��.y+*r!t f - �{�..,r, S \* .+ tiia
,,�i.. •n. a'�.,�ta '*t -+�t }/ �r /Ia+� +4 �+yr'�•�y'r` t s � �� a�i�'��+a ♦ y _ 1� ��fiV`' ..d <_ _...�v.L.
f.yfthfi��: �i >w\ y :r ±a y . y ais1!►. •tiCX%s •;
Tom'.' �' ♦ / -»J.. t "„c
\vim :a� F- \!.t h� i `".y+ -rrt .„, k. a' %r\. rt` +'""'4s "f`�"r`�► K
...ta• +"�vs
Cyt r ^a,.. lary >s = !�i'"'! t�► y � , *i�`ti li .w a✓>.. .h �+..y� f a�1* +.ry�ir'#'
� \ i '�"" • tyanf.�'a !r`lial�.fX 1i' �a's^',+"`Ya.�r�. %!t'r�y�aT'r._
1 J'fry��t a� rY,ar ..""jr ��.,}jf� ,. t � : i►-�'„^�fL* ,. t,.r, » ♦ � f ..r tr.i....r a rr..t " �1►�.+'
�'�' i't�`r�ir fah- `+7fl�ri�'!!.2�f �?� Ati. rt'+i —•.'
r ,.,;„►lei \tlft .r'..r ♦ ayr"si�1
iy'�tY"►�i`! � «t-.. • ,sv ^_ y ." 3►` '!" �tti •1-' *► y..a :�. y,.y `aa \t i►i �. �►r�i�+� kyy"�!�
PERSPECTIVE VIEW
CLEANOUT ELEVATION
� � r
i
I I Ilk III -- 1 ,
f UTLET
xrr� �
rr r l r
r rr ►rr
CLASS i RIP RAP
FINISHED GRADE
l i !III
r
NOTES:
1. REMOVE ALL BARRIERS UPON COMPLETION OF PROJECT.
2. LANDSCAPING PLANS SHALL SHOW THE LOCATIONS OF ALL TREE PROTECTION FENCES.
3. REFER TO CITY OF CHARLOTTE LANDSCAPE CONSTRUCTION STANDARDS SECTION 01000
FOR GENERAL SPECIFICATION REGARDING TREE PROTECTION.
m' ! "! Empull
TREE PROTECTION DETAIL
CLDSM 40.02
n FTAI L
VAR I ES
l- .
NOT TO SCALE
ELEVATION (I 'F'NEED'ED'),v
NOTE: a LAYER OF FILTER FABRIC
MINIMUM H =2/3 PIPE DIAMETER
SECTION B —B
THICKNESS)
MIN.
z i
0
i r •
*. BARK PLACE BA
MULCH AT AREAS NOT
PROTECTED BY BARRIER.
2 "x4" STANDARDS + 1 "x4" RAILS
OR ORANGE SAFETY FENCING
MAY BE USED.
wil
W1
END OF APRON
P LAN A a Y
NOTES
7.
THE
PLACING OF F ILL, EI I HEN LUUSE UN UUMHAU I EU IN I HL NEULIVIINU UNANINLL �)HAL_L INU I bt AL.LUVVLU.
8.
NO
BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON WILL BE PERMITTED.
1.
INLET
MAINTENANCE SHALL BE DOCUMENTED IN PROJECT LOG BOOK.
CATC H
BAS I ICI
0.
FILTER FABRIC SHALL BE INSTALLED ON COMPACTED SUBGRADE PRIOR TO PLACEMENT OF
RIP RAP.
2.
FILTER
TYPES SHALL BE APPROVED BY THE CITY INSPECTOR PRIOR
INLET PROTECTION
10.
ANY
DISTURBED AREA FROM END OF APRON TO RECIEVING CHANNEL MUST BE STABILIZED.
3.
TO INSTALLATION.
FILTER BAGS MAY BE REMOVED WHEN SITE IS STABILIZED AT
CLDSM
30. 1J
* d50 (see fig 8.06 a&b "NC SEDIMENT
4.
THE DIRECTION
FILTER
OF THE ENGINEER.
BAGS SHALL BE REMOVED PRIOR TO STREET ACCEPTANCE.
rEcl 5
RIP RAP APRON SCHEDULE
AND EROSION CONTROL MANUAL"
dmax = 1.5 x d50
OUTLET SIZE
5.
FILTER
BAGS SHALL BE CLEANED OR REPLACED ON A REGULAR
D ETAI L
OUTLET
NUMBER
(INCHES)
La (FEET)
W1 (FEET)
W2 (FEET)
*T (INCHES)
H
(INCHES)
T = 1.5 X dmax,
BASIS
(NOT BE MORE THAN HALF FULL AT ANY TIME).
VAR I ES
6.
FILTER
BAGS SHALL NOT BE ALLOWED IN EXISTING CITY OR NCDOT
`� i'
FES
1
24
24
30
6
4
12
ROADS.
NOT TO
SCALE
24
FES
2
48
43
55
12
10
FES
3
24
20
26
6
4
12
No.
Dote
By
Revision
z i
0
i r •
*. BARK PLACE BA
MULCH AT AREAS NOT
PROTECTED BY BARRIER.
2 "x4" STANDARDS + 1 "x4" RAILS
OR ORANGE SAFETY FENCING
MAY BE USED.
wil
W1
END OF APRON
P LAN A a Y

m
a
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1 1 '—�l 5 N. 0. /__C7
GENERAL NOTES:
1. SEE DWG. N0. C309 FOR LOCATION AND PIPE ELEVATIONS.
2. PIG RECEIVING STATION IS NOT IN CONTRACT PIPING, IT IS FOR
FUTURE CONNECTION OF STATION.
3. ALL BURIED PLUG VALVES ARE RESTRAINED WITH BURIED WORM
GEAR ACTUATOR WITH POSITION INDICATOR AND Cl VALVE BOX.
4. ALL PIPING, VALVES AND FITTINGS THIS SHEET ARE RJ.
5. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING UTILITY
LOCATIONS PRIOR TO CONSTRUCTION.
6. CONTRACTOR SHALL SUPPLY RESTRAINED SLEEVES AS NECESSARY
TO FACILITATE INSTALLATION
0
mg
m
WE - m_
1& 3
U
2 �
PIPING DETAIL PLAN
22
COMPANION FLANGE W/2" SS BALL VALVE. PLUG
VALVE TO BE 100% PORT, DEZURIK GS -12A —N Wf
D (FM 1
'
FLANGED CONNECTIONS AND HAND WHEEL ACTUATOR
I-`1 ETAI
26
_
_
26
MOUNTED AT 90° POSITION. INCLUDE EXTENSION ROD
L1
/
TO ALLOW OPERATION FROM ABOVE GRADE. HAND
25
WHEEL AND EXTENSION ROD SHALL BE REMOVABLE.
18
3/161$ = 1 ' -0" PROPOSED GRADE
32
INSTALL PLUG VALVE WITH SEAT OPPOSITE FORCE MAIN.
10
---�— — -- -°- — — --- -- -- ....,_. _ _
TOP 0 F SLAB = 637.8' 16
60" DIPS HDPE D R21
_ _ _
_
34
N.O.
N.O.
19 17
HDPE FLANGE ADAPTER AND SS BACK UP IN
Z--Cl 5) s
7. ALL PIPING, VALVES AND FITTINGS SHALL BE DESIGNED FOR
250 PSI OPERATING PRESSURE PLUS 100 PSI SURGE
PRESSURE
8. THE SS FITTINGS AND PIPE SHALL BE TESTED WITH THE 36"
FM AND SHALL NOT BE BACKFILLED UNTIL TESTING OF THE
36" FM IS COMPLETED.
9. THE 36" FABRICATED SS 36" VERTICAL OFFSET (KEYNOTE
10), SS REDUCER (KEYNOTE 11), 60" SS (KEYNOTE 12)
AND 8" SS ARV RISERS (KEYNOTE 19) SHALL BE DESIGNED
TO RESIST THE FORCES DUE TO THE THRUST FROM THE
PRESSURIZED 36" FM AND THE FORCES DUE TO THE
EXPANSION OF THE 60" FM (HDPE).
_ 18 3' X 3' X 4' VALVE BOX, WITH •••..Ql
LOCKABLE ACCESS. ACCESS •' ®E Stpy.'9' -t,�
29 2® HATCH PROVIDE OPERATION OF VALVE. = ••�� SEAL
TO $�
36" FM
No
In
0
a
In
13. CONTRACTOR SHALL SUPPORT ALL EXISTING UTILITIES
UNCOVERED AS PART OF CONSTRUCTION.
14. ALL EXISTING UTILITIES SHALL STAY IN SERVICE DURING
CONSTRUCTION.
m '' "
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027457

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is
0
4
Z
f
t • tr t t 1 # r 11111,1111I t
2. PIG RECEIVING STATION IS NOT IN CONTRACT PIPING IS FOR
FUTURE CONNECTION OF STATION.
1r y ♦ tr rt t % . t Y i it
4. CONTRACTOR SHALL SUPPLY RESTRAINED SLEEVES AS NECESSARY
TO FACILITATE INSTALLATION.
* r r
7. CONTRACTOR MUST MAINTAIN 4' -0" MINIMUM COVER OVER HDPE
PIPE SECTIONS.
t • t t r 1, 5.
LEGEND:
t MANOR"
NATIONS FC
SYSTEM
AD D ITI
9. CONTRACTOR SHALL PROVIDE PRE-ENGINEERED RETAINING
SYSTEM INCLUDING BUT t l TO ALL MATERIALS
CONCRETE CONCRETE STAIR, DRAINAGE ♦ r L
GEOSYNTHETIC REINFORCEMENT, DRAIN r l r BASE,
EXPANSION JOINTS. t rt OR SHALL DRAWINGS
AND * t CERTIFIED ri PROFESSIONAL r
FOR REVIEW AND APPROVAL.
10. THE SS FITTINGS AND PIPE SHALL BE TESTED WITH THE 36" FM
AND SHALL NOT BE BACKFILLED UNTIL TESTING OF THE 36" FM IS
COMPLETED.
11. 60" HDPE SHALL BE PRESSURE TESTED PRIOR TO CONNECTION
TO SS PIPE.
12. SEE DETAIL l tt !. SIMILAR DETAIL t R CONCRETE PADS.
13. THE FABRICATED SS (KEYNOTES 5, 13, 15 AND 20) SHALL BE
DESIGNED AND FABRICATED TO RESIST THE FORCES DUE TO THE
THRUST FROM THE PRESSURIZED 36" FM AND THE FORCES DUE
TO THE EXPANSION OF THE 60" FM (HDPE).
snit
KEYNOTES:
36" X 36" WYE MJ X MJ W/ RESTRAINED RETAINER GLAND
(STA 167+16.73)
�9
FLANGED --END DIP CONNECTION W%
INSULATING GASKET,
SLEEVES AND WASHERS. SS FLANGE
TO BE FABRICATED TO
FIT DIP CONNECTION
10
60" DIPS HDPE DR21
11
HDPE FLANGE ADAPTER AND SS BACK
UP RING
12
SS 221 VERTICAL BEND
13
12" SS WELDED BOSS (TYP. OF 2),
WITH FLANGED FITTING
14
12" SS PLUG VALVE, WITH FLANGED
CONNECTIONS, 100%
PORT, DEZURIK GS -12A -N (TYP. OF
2), WITH HAND WHEEL
ACTUATOR, MOUNTED AT 90° POSITION.
HAND WHEEL SHALL
BE REMOVABLE. INSTALL WITH SEAT
OPPOSITE FORCE MAIN.
STATIC WATER LEVEL-FABRICATE t 1 FLANGED
CONNECTION t DIP IS SUBMERGED
16 STA 169 +22.51 CENTERLINE OF CARV -B (SEE DRAWINGS
C319, C502)
17 FOUL AIR INTAKE AND EXHAUST AIR DUCT (SEE DRAWINGS
M501 FOR CONNECTION TO ODOR CONTROL AND C502 FOR
SITE PLAN)
�...,� �®.. a✓ � � t✓ � v C lJ 1 al
3/16" = 1' -0"
29 6" THICK CONCRETE SLAB AT EL. 621.50, SEE DWG. NO. 5501
30 CONCRETE UNIT STRUCTURAL RETAINING WALL SYSTEM
31 BASE FLANGE MOUNTED ALUMINUM GUARDRAIL. SEE DETAILS, DWG. NO.
5010
32 12'X6'X4" THICK CONCRETE PAD CENTERED AROUND 36" PIPE, SEE
D /C001
33 GUARD POST (TYP., SEE DETAIL V3/5009)
tft
221 -05 -657
Job No. File No.
Scales
PLAN 3/16" = V -0"
PROFILE N/A
Hor.
Vert. N/A
Mly-m-A, P-1, wk . mell 11111411
CIVIL
NATIONS FORD PIG RETRIEVAL
AND PIPING DETAIL
i 11111
Revision 0101 'L1pk',Q*m*FVAF m M& 11

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2)_0)1
MINIMUM
TYP.
a
z
07
�r
UNDISTURBED SOIL
(TYP.)
-EXISTING 24" PIPE
OUTSIDE FACE OF THRUST
COLLAR MAY BE CAST AGAINST
UNDISTURBED EARTH OR FORMED.
IF FACE IS FORMED, BACKFILL
WITH NCDOT TYPE "A" AGGREGATE
BASE COURSE TO 95% STANDARD
PROCTOR (TYP.)
10' -0" MINIMUM
24" MJ PLUG VALVE
WITH MEGALUG
SERIES 1100 OR
EQUAL
-3-, - - - - - -- - -_ --
NEW PE X PE
DUCTILE IRON PIPE
SIZE TO MATCH
EXISTING PIPE
llyjmmm�wmwr , I ► ��
Ili#
TWO RETAINING GLANDS,
MEGALUG SERIES 1100 WITH
POLYETHYLENE WRAP OR EQUAL,
FACING OPPOSITE DIRECTIONS
FAIMINK
T it \\11_11 V! \ REBAR
L .! L.
(TYPICAL)
1/2 $1 ® 1 a — ®>a
1 1/2" CLEARANCE BETWEEN
GLANDS, PLACE DIAGONAL
REINFORCING BAR AGAINST PIPE
WALL ON ALL FOUR SIDES AND
TIE SECURELY TO GLANDS.
1 1/2 11 ' 1 a 0 t
24" X 24" MJ TEE
WITH RETAINING GLAND
RESTRAINT BOTH ENDS
i I N � Em
a
CONCRETE THRUST COLLAR
(SEE REINFORCEMENT DETAIL
THIS SHEET AND NOTES TYP.)
N OTES
1. ALL JOINTS SHALL BE RESTRAINED USING
RETAINER GLANDS. MEGALUG OR EQUAL.
2 CONTRACTOR SHALL OBTAIN THE SERVICES OF AN NC
PROFESSIONAL ENGINEER TO DESIGN THE THRUST
COLLARS, INCLUDING REBAR. THRUST COLLARS SHALL
BE DESIGNED TO RESIST MOVEMENT FOR 350 PSI
PRESSURE WITHIN THE PIPE. PROVIDE SEALED
DRAWINGS AND CALCULATIONS TO THE ENGINEER.
3. PROVIDE OPENINGS FOR OTHER UTILITIES CAST IN THRUST
COLLAR.
4. REMOVE SUFFICIENT LENGTH OF EXISTING PIPE SO THAT
EXISTING PIPE JOINTS ARE OUTSIDE OF THRUST COLLARS.
5. CONCRETE SHALL BE CLASS B PSI PER
SPECIFICATION SECTION 03300.
6. TRENCH BOTTOM WIDTH IN VICINITY OF THRUST BLOCK
INSTALLATION SHALL BE THE MINIMUM WIDTH AS SHOWN
ON TYPICAL TRENCH SECTION ON DETAIL SHEET C004.
7. MAINTAIN A MINIMUM CONCRETE COVER OF 3" FROM THE
FACE OF ALL CONCRETE SURFACES FOR BARS AND 2"
FROM THE SURFACE OF ALL PIPES AND VALVES.
60" X 36" ECCENTRIC
Lli LJP- \VI \V{ 1 \11 14 l
#4 BAR
TOP AND BOTTOM
r,.
EACH SIDE
,--- TRENCH WALL
r a
6=) 18" MIN.
f
SECTION
~ i 1

E
4
M
N
z
INSERT 2" GALVANIZED
ROOFING NAIL INTO
WOOD STAKE TO
HOLD STABILIZATION
BLANKET AS SHOWN
3' LENGTH E
2 "x2" STAKE INSET 'A'
PLACE LIVE STAKES
2' ON CENT[
STAGGER LIVE STAKES
PLAN VIEW
SECURE BLANKET IN
TRENCH USING A
12" FABRIC STAKE INTO
END OF BLANKET AT
TOP OF BANK
INSET 'B'
MINIMUM 4" COMPACTED
TOPSOIL PLACED OVER
GEOTEXTILE FABRIC AT
TOP OF BANK
STREAM SLOPE OF GEOGRID TO
MATCH EXISTING SLOPE
OF BANK.
w
FILL MATERIAL (TYP.)
U
m
12 -18" ROCK
FILL LIFT
ROCK FILL (TYP.)
LIVE STAKES
PLACE SEED MIX UNDER SOIL
STABILIZATION BLANKET. ANCHOR
BLANKET USING 12" STAKES BASED ON
MANUFACTURERS SPECIFICATIONS.
IN
12 -18" COMPACTED
SOIL FILL LIFT
BASEFLOW
TOP OF NEW STREAMBED
SHALL MATCH ELEVATION
PRIOR TO EXCAVATION
TOE OF BANK
AT STREAMBED
K
'�EMOVE AND STOCKPILE
6TREAMBED MATERIAL AND
*\'EPLACE AS BACKFILL M
COVER THE PIPE FOR
1. DIG HOLE LARGE
ENOUGH TO HOLD THE
ROOT'S FULL LENGTH.
2. SPREAD DROOTS
OUTWARD AND DOWNWARD
KEEPING !i COLLAR AT
GRADE.
I
3. BACKFILL DIRT
KEEPING COLLAR AT
GRADE.
i 71 M all N
.� 11111111 1wo
011111110=1110*1 01 . ,
1. PREPARE LIVE STAKE AS
SHOWN.
TOP CUT FLAT
3' MIN LATERAL BRANCHES REMOVED
FROM CUTTING WITH BARK
INTACT. BUD SHALL POINT UP.
BASEL (BUTT) END CUT AT ANGLE.
PLANT THIS END IN SOIL.
UPPER STREAM BALK PLANT LIST
QUANTITY
SCIENTIFIC NAME
s s
HEIGHT
ROOT
SPACING
L , #I'15 �
PLANT LIST
STEELE
CREEK
29+80
ON CENTER
UNNAMED
TRIBUTARY
35+00
2'
UNNAMED
TRIBUTARY
41+45
CEONOTHUS AMERICANUS
UNNAMED
TRIBUTARY
54+05
4'
UNNAMED
TRIBUTARY
95+85
2'
UNNAMED
TRIBUTARY
111+30
VACCINIUM CORYMBOSUM
UNNAMED
TRIBUTARY
157+75
4'
UNNAMED
TRIBUTARY
174+ 0
UD
TRIBUTARY
5%
BAPTISIA TINCTORIA
MCCULLOUGH :.A
236+35
SEED
UNNAMED
TRIBUTARY
238+55
PARTIDGE PEA
UNNAMED
TRIBUTARY
248+45
15%
UNNAMED
TRIBUTARY
259+65
SEED
SEED AT
20%
.* +25
CANADA WILD RYE
UNNAMED
TRIBUTAR
319+25
10%
LITTLE SUGAR
321+20
--
UNNAMED
• j R.
335+10
PANICUM VIRGATUM
UNNAMED
TRIBUTARY
•f
SEED
D
TRIBUTARY
BASEFLOW
TOP OF NEW STREAMBED
SHALL MATCH ELEVATION
PRIOR TO EXCAVATION
TOE OF BANK
AT STREAMBED
K
'�EMOVE AND STOCKPILE
6TREAMBED MATERIAL AND
*\'EPLACE AS BACKFILL M
COVER THE PIPE FOR
1. DIG HOLE LARGE
ENOUGH TO HOLD THE
ROOT'S FULL LENGTH.
2. SPREAD DROOTS
OUTWARD AND DOWNWARD
KEEPING !i COLLAR AT
GRADE.
I
3. BACKFILL DIRT
KEEPING COLLAR AT
GRADE.
i 71 M all N
.� 11111111 1wo
011111110=1110*1 01 . ,
1. PREPARE LIVE STAKE AS
SHOWN.
TOP CUT FLAT
3' MIN LATERAL BRANCHES REMOVED
FROM CUTTING WITH BARK
INTACT. BUD SHALL POINT UP.
BASEL (BUTT) END CUT AT ANGLE.
PLANT THIS END IN SOIL.
UPPER STREAM BALK PLANT LIST
QUANTITY
SCIENTIFIC NAME
COMMON NAME
HEIGHT
ROOT
SPACING
SHRUBS
PLANT LIST
ON CENTER
—
CALLICARPA AMERICANA
AMERICAN BEAUTYBERR
2'
BARE ROOT
4'
—
CEONOTHUS AMERICANUS
NEW JERSEY TEA
2'
BARE ROOT
4'
—
ILEX VERTICILLATA
WINTERBERRY
2'
BARE ROOT
4'
—
VACCINIUM CORYMBOSUM
HIGHBUSH BLUEBERRY
2'
BARE ROOT
4'
GROUNDCOVER*
RATE
5%
BAPTISIA TINCTORIA
WILD INDIGO
--
SEED
2'
10%
CHAMAECRISTA FASCICULATA
PARTIDGE PEA
--
SEED
2'
15%
CHASMANTHIUM LATIFOLIUM
RIVER OATS
--
SEED
SEED AT
20%
ELYMUS CANADENSIS
CANADA WILD RYE
--
SEED
RATE OF 15
10%
ELYMUS HYSTRIX
ROUNDHEAD LESPEDEZA
--
SEED
LUS /AC OF
PURE LIVE
10%
PANICUM VIRGATUM
SWITCHGRASS
--
SEED
SEED
15%
SCHIZACHYRIUM SCOPARIUM
LITTLE BLUESTEM
--
SEED
15%
SORGHASTRUM NUTANS
INDIAN GRASS
--
SEED
SEED AT
* UPPER STREAM BANK GROUNDCOVER
MIX SHALL
BE APPLIED
TO DISTURBED EASEMENT AREAS
LOWER
STREAM
BANK
PLANT LIST
QUANTITY
SCIENTIFIC NAME
COMMON NAME
HEIGHT
ROOT
SPACING
SHRUBS
ON CENTER
—
ALNUS SERRULATA
TAG ALDER
2'
BARE ROOT
4'
—
ARONIA ARBUTIFOLIA
RED CHOKEBERRY
2'
BARE ROOT
4'
—
SAMBUCUS CANADENSIS
ELDERBERRY
2'
BARE ROOT
4'
—
VIBURNUM DENTATUM
ARROWWOOD VIBURNUM
2'
BARE ROOT
4'
LIVE STAKE
—
CORNUS AMOMUM
SILKY DOGWOOD
3'
LIVE STAKE
2'
—
SALIX NIGRA
BLACK WILLOW
3'
LIVE STAKE
2'
GROUNDCOVER
RATE
8%
CAREX CRINITA
FRINGED SEDGE
--
SEED
8%
CAREX SCOPARIA
BROOM SEDGE
--
SEED
8%
CAREX STRICTA
TUSSOCK SEDGE
--
SEED
6%
DICHANTHELIUM CLANDESTINUM
DEERTONGUE
--
SEED
15%
ELYMUS VIRGINICUS
VIRGINIA WILD RYE
--
SEED
SEED AT
10%
JUNCUS EFFUSUS
COMMON RUSH
— —
SEED
RATE OF 15
15%
PANICUM VIRGATUM
SWITCHGRASS
--
SEED
LBS /AC of
PURE LIVE
10%
SCHIZACHYRIUM SCOPAR€UM
LITTLE BLUESTEM
--
SEED
SEED
15%
SCIRPUS CYPERINUS
WOOLGRASS
--
SEED
5%
VERNONIA GIGANTEA
GIANT IRONWEED
--
SEED
TEMPORARY SEED MIX
QUANTITY SCIENTIFIC NAME COMMON NAME ROOT RATE SEEDING DATE
SEED AT RATE OF
100% SECALE CEREALE CEREAL RYE SEED 30 LBS /AC OF AUG. 1 — MAY 1
PURE LIVE SEED
SEED AT RATE OF
100% SETARIA ITALICA FOXTAIL MILLET SEED 10 LBS /AC OF MAY 1 — AUG. 1
PURE LIVE SEED
NOTES:
1. TEMPORARY SEED SHALL BE SELECTED BASED ON SEEDING DATE AND APPLIED WITH PERMANENT
SEED MIX.
2. SEEDING SHALL BE REPEATED UNTIL A SATISFACTORY UNIFORM STAND OF 90 -95% IS
ACCOMPLISHED.
3. THE LOWER STREAM BANK PLANT LIST SHALL BE APPLIED TO THE FIRST 4 FEET OF STREAM BANK
FROM THE BASEFLOW WATER ELEVATION. THE UPPER STREAM BANK PLANT LIST SHALL BE APPLIED
TO ALL AREAS ABOVE 4 FEET. WHERE STREAM BANK HEIGHTS ARE LESS THAN 4 FEET, THE UPPER
STREAM BANK PLANT LIST SHALL BE APPLIED ON THE TOP OF BANK. USE LIVE STAKING ONLY FOR
SOIL LIFT AREA.
3. WIGGLE REBAR LOOSE
AFTER EVERY FEW BLOWS OF
MALLET SO REBAR CAN BE AA
REMOVED AFTER MAKING HOLE
AS DEEP AS POSSIBLE. ..�t���tttilli►i�tsjr'. .,�� r " `„ •,_ ,,

E
0
crs
M
6
0
/ ! CAST IRON
MH FRAME J D C O V 1
(EQUIPMENT ACCESS)
PER STANDARD,
CENTER . •
RELIEF VALVE
SEWAGE
AIR RELIEF VAL
(ARV)
30" DIA. CAST IRON MH
FRAME j COVER
ACCESS) PER D.
X8' PRECAST CONCRETE
)X WITH 8" THICK
DNCRETE SLAB
► f
1/2" ST,
STEEL E'
h^) f P1 A c- -r i m n R i A A! I
VARiES ARV STATION VALVE DIAMETER MAXIMUM
(INCHES) ELEVATION (FEET)
1 f)- 1 f _0)f 106+59.73 2 616.7
148 +84.09 2 606.4
229 +63.13 2 547.1
287 +87.15 2 547.2
297 +99.96 2 547.2
324 +23.65 2 546.5
li
Lj I I \.OIVI V I I V y
1 f, _ 1 2 _0f)
FOR PIPE PPfR OFFSET
LATERALLY FROM a
SECTION 1
C016
!i
1. PRECAST CONCRETE BOX SHALL BE SIZED AS NEEDED FOR
C
1 -4
PIPE (6'x8' MINIMUM) AND RATED FOR NCDOT HS -20
® O
LOADING.
2. ALL CONCRETE SHALL BE MINIMUM 3600 PSI COMPRESSIVE
2 -BRICK
SPLASH
ALUMINUM LADDER STRENGTH.
3. ALL VALVES SHALL OPEN COUNTERCLOCKWISE.
PAD
1'_6 ==
� 0 }
3- 6
4. FRAME TO BE FLUSH WITH GROUND IN MAINTAINED ROAD R f W
AND 2' ABOVE GROUND IN SEWER R f W.
5. VAULTS LOCATED IN AREAS SUBJECT TO FLOODING SHALL
HAVE SOLID CONCRETE FLOOR AND VENT EXTENDING TO 2
FEET ABOVE 100 YEAR FLOOD ELEVATION.
6. REFER TO CMU STANDARD DETAIL FOR STEEL VENT PIPE,
WHERE REQUIRED.
7. ARV ELEVATIONS TO BE VERIFIED PRIOR TO SUBSTANTIAL
COMPLETION.
8. ELEVATION SCHEDULE BASED ON A VENT TECH 2" 02 -SZG
MODEL WITH 6" ADDITIONAL VALVE HEIGHT OVER STANDARD.
Lj I I \.OIVI V I I V y
1 f, _ 1 2 _0f)
FOR PIPE PPfR OFFSET
LATERALLY FROM a
SECTION 1
C016
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ch
a
ev
M
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8
SADDLE 1 " SS TAPPING
I—LANGED NIPPLE
NOTE:
FOR PIPE PENETRATION DETAILS,
SEE DRAWING M004.
irk
CONCRETE
(SEE DWG. i i
1" SS FLEXIBLE
HPO CONNECTOR
HOSE
EL = 549.72'
r r r
ml-
NOTES:
ski
1. MOUNT PRESSURE GAUGE (PI
1070) 5' -0" ABOVE FLOOR.
2• EXTEND 1 " HPO TO ELEVATION
MOUNT BALL VALVE AT ELEVATION
549.72.
1
C017
f°i IA Ar°1 rllI IA Ar_
INTERMEDIATE PLAN VIEW
1/2" — 1' -0"
NOTES:
1. 100 YEAR FLOOD ELEVATION 571.00'
2. SEE SITE PLAN DWG NO. 0101 FOR
LOCATION
3. SEE DRAWING E011 FOR ELECTRICAL
1 " SS TAPPING
SADDLE WITH SS
FLANGED NIPPLE
36" FMS
1
0017
�I
i
1
C017
5
PIPE
ION
I
4. INSTALL TIT - 1070 -1 AND TI!T-1070 -2.
SEE P107 AND SPEC 17200 AND
17211
5. HPO LINE FROM PVC DUCT TO BALL
VALVE SHALL BE RIGID PIPE. SEE
REMARKS FOR HPO SYSTEM, SPEC 1 2" DRAIN LINE
15050. FROM ACCESS
HATCH TO FLOOR
1 4" DRAIN LINE
�i.
TOP PLAN VIEW
1/2" = 1' -0"
P
CONNECTOR HOSE SERIES 30•
AS t
CORP. US HOSE OR EQUAL
RUMMAIM
SEE NOTE 5
2" DISCHARGE, SEE
FM 12/0017 FOR
CONTINUATION
1-1/2" —
DISCHARGE FLANGE
CONCRETE FILL —
3,_0„ X 3, -0„
ALUMINUM ACCESS
HATCH (TYP OF 2)
CONCRETE VAULT
(SEE DRAWING S301)
— ALUMINUM GUARDRAIL
(SEE DWG. NO. 5301)
r 1
1�
w i i
♦ i i i
KEYNOTES:
O SUBMERSIBLE CAST IRON DESIGN
W /BUILT IN ON /OFF FLOAT SWITCH.
120VAC. DUPLEX PLUG INTO GFCI
RECEPTACLE PROVIDED AT OXYGEN VAULT
SITE. MINIMUM 1 /2HP, 32TDH, 20 GPM
CAPACITY.
J J
NOTE:
HWL = 546.50'
LWL = 545.50'

FE
M
u3
0
r
M
r
O
N
M
EL = 561.00'
EL = 560.00'
GROUND EL =
+/-558.00'
(APPROXIMATE 100
YR FLOOD ELEVATION
= 557.00')
CUT EXISTING 78"
RCP AS NEEDED TO
BENCH FORM
m
In
ti
. a
s
SS COLLAR WELDED TO
SS DROP s DRILLED
FOR BOLTS
,
tt
11 J
11 J,
is SS PLATE BOLTED TO FLANGE
if
54" STAINLESS
STEEL DROP PIPE
AND SUPPORTS
SS PLATE STRUCTURAL
J. ATTACHMENT (TYP.)
L--- ANCHOR BOLT (TYP.)
SS BOLT (TYP.)
"
54" STAINLESS
STEEL 90° BEND
FOR OUTLET (30°
ROTATION FROM FM
ALIGN M ENT)
a
54" X 36"
STAINLESS STEEL
WELDED -ON
TANGENTIAL OUTLET
36" RESTRAINED
SLEEVE COUPLING
(TYP.)
36" FABRICATED STAINLESS
STEEL VERTICAL OFFSET,
CROWN OF INLET TO
Y _ MATCH INVERT OF OUTLET
lo'—o" 1 5a —Oaa
\--- TYPE "E" PIPE
PENETRATION
54" STAINLESS
STEEL DROP PIPE
AND SUPPORTS
w ' i
CONNECTION,
1
FLANGE KET, SLEEVES AND
FIT DIP CONNECTION.
I
:L
.T, CROWN
ETCH
_ET
r r r
w •
r _W r
ORMED INVERT
2% SLOPE TO
8" SS)
OUT BENCH
1 a)
vv�..5
�m
SEAL 4
027457

E
e
ce)
r
O
N
i*5
r
►1 ,: 1
GENERAL NOTES:
1. SEE DWG. NO. C309, C314, C321 AND 0337 FOR LOCATION
AND PIPE ELEVATIONS.
2. PIG RECEIVER AND LAUNCHER ARE NOT IN CONTRACT, PIPING
IS FOR FUTURE OF STATION.
3. ALL BURIED PLUG VALVES ARE MJ W/ RESTRAINED RETAINER
GLAND BURIED WORM GEAR ACTUATOR WITH POSITION
INDICATOR AND CI VALVE BOX.
4. CONTRACTOR •- RESTRAINED Al
NECESSARY . CILITATE INSTALLATIO
it r INIMME FAUNFAI
Y k
1110 r r 111 IN
m
KEYNOTES-.
36" X 36" WYE MJ Wj RESTRAINED RETAINER GLAND
36" PLUG VALVE MJ Wf RESTRAINED RETAINER GLAND
O4 FLANGED —END DIP CONNECTION W/ INSULATING GASKET,
SLEEVES AND WASHERS. SS FLANGE TO BE FABRICATED TO
FIT DIP CONNECTION.
(�) 12" FACTORY WELDED BOSS AND FACTORY APPLIED LINER
a
OWN
9
36" 45° BEND (TYP. 2 EACH STATION) W/ RESTRAINED
RETAINER GLAND
8O TYPICAL PIG RECEIVING AND LAUNCHING STATION NOT IN
CONTRACT — SHOWN FOR INFORMATION ONLY
36" PLUG VALVE (AWWA 0515) MJ W/ RESTRAINED
RETAINER GLAND
10 36" BLIND FLANGE INSTALLED 12" MINIMUM ABOVE
EXISTING GRADE Wf 2" CORPORATION STOP
11 3' X 3' X 4' VALVE BOX, WITH LOCKABLE ACCESS.
ACCESS HATCH TO BE SIZED AND LOCATED TO PROVIDE
OPERATION OF VALVE.
12 12' -0" X 8' -0" X 4" THICK CONCRETE PAD, SEE
DETAIL D /C001
13 GUARD POST (NP., SEE DETAIL V3/5009)
fPLoXfri 7_jr1
3/1611
Brown
and
Caldwell No. 30916
• ,
No. 000399
• V s s
•P••er. :ae °• °.1Q� ~ ° °® i ��• °Oeeee.ee••°
®�'rrr ®� �1Citlitl °l0' °° �`''�,,,�r` F'i1L�4; ,
14 FLANGE TO BE FIELD BURIED AND MARKED WITH
DONUT RING AND REBAR.
M4 _ m
1. . r
•44:�: a �
SEAL
027457
21ii05ii PUMPING
4i ♦ File No.
REPLACEMENT r r i

0
0
N
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C
4.
N
a
c�
m
c�
M
Wo
011 1 a e
STATION
1 •
- - _*__ — — — — AL — — __*_ __ — — — — — — *_
w
FROM
PUMPING
STATION
25
PROPOSED GRADE
PROPOSED DITCH LINE (SEE SHEET
24 C103 FOR LOCATION AND GRADES)
N.C.
0
V20
TO OXYGEN
INJECTION
VAULT
LEGEND:
KEYNOTES
036"
X 36" WYE MJ W/ RESTAINED RETAINER GLAND
O
36"
PLUG VALVE
MJ W/ RESTAINED RETAINER GLAND
36"
DI 45° BEND
MJ W/ RESTAINED RETAINER GLAND (TYP.)
0
36"
GATE VALVE
(AWWA C515) W/ RESTAINED RETAINER GLAND
(.)
36"
X 12" TEE MJ W/ RESTAINED RETAINER GLAND (TYP.)
G)
12"
DI 90° BEND
MJ W/ RESTAINED RETAINER GLAND (TYP.)
O12"
PLUG VALVE
MJ W/ RESTAINED RETAINER GLAND (TYP.)
12"
FEMALE CAM
—LOCK COUPLING WITH CAP (TYP.)
L. :1
12"
90° BEND FL
(TYP.)
14 EXTENSION STEM KIT W/ GROUND LEVEL POSITION INDICATOR
AND Cl VALVE BOX WITH COVER LOCATED IN CONCRETE SLAB
(NP.)
1 g 6" 45° BEND MJ W/ RESTAINED RETAINER GLAND
20 6" PLUG VALVE MJ OR 24" X 6" TAPPING SLEEVE
21 6" DRAIN LINE FOR 24" FORCE MAIN (DRAIN TO MH #1)
36 FM 1 22 12" SS STEEL RISER, 12" SS PLUG VALVE, AND COMPANION
27 2 36 FORCE FLANGE W /2" SS BALL VALVE. PLUG VALVE TO BE 100% PORT,
3 15 MAIN TO DEZURIK GS -12A —N W/ FLANGED CONNECTIONS AND HAND
OXYGEN WHEEL ACTUATOR MOUNTED AT 90° POSITION. INCLUDE
INJECTION EXTENSION ROD TO ALLOW OPERATION FROM ABOVE GRADE.
VAULT HAND WHEEL AND EXTENSION ROD SHALL BE REMOVABLE.
jr
------ ------ _ _ _ _ INSTALL PLUG VALVE WITH SEAT OPPOSITE FORCE MAIN.
GENERAL NOTES:
1. SEE DWG. N0. C101 FOR LOCATION.
STATION 2. PIG LAUNCHING OT IN CONTRA
PIPING, CONNECTION OF , •
3. ALL BURIED PLUG VALVES ARE
BURIED WORM GEAR ACTUATOR WITH POSITION
INDICATOR AND Cl VALVE BOX.
4. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL
EXISTING UTILITY LOCATIONS PRIOR TO
CONSTRUCTION.
i # Y
23 12' FACTORY WELDED BOSS AND FACTORY APPLIED LINER
24 3' X 3' X 4' VALVE BOX, WITH LOCKABLE ACCESS. ACCESS
HATCH TO BE SIZED AND LOCATED TO PROVIDE OPERATION OF
VALVE.

a
Z
5
M
M
5
GENERAL NOTES:
ilk
r w WEM m 0 l m . / • • wi i � 1 011 ' /
3. ALL BURIED PLUG VALVES ARE RESTRAINED WITH BURIED WORM GEAR ACTUATOR WITH POSITION
INDICATOR AND Cl VALVE BOX.
5. ALL PIPING, VALVES AND FITTINGS SHALL BE DESIGNED FOR 250 PSI OPERATING PRESSURE PLUS 100
PSI SURGE PRESSURE.
TOP OF SLAB — 631.6' N.O.
z
9. THE SS FITTINGS AND PIPE SHALL BE TESTED WITH THE 36" FM AND SHALL NOT BE BACKFILLED
UNTIL TESTING OF THE 36" FM IS COMPLETED.
11. SEE DETAIL D/CO01 FOR SIMILAR DETAIL i t CONCRETE .D
12. THE FABRICATED SS (KEYNOTES 11, 12, 13, 15 AND 16) SHALL BE DESIGNED AND FABRICATED TO
RESIST THE FORCES DUE TO THRUST FROM THE PRESSURIZED 36" FM AND THE FORCES DUE TO
EXPANSION OR CONTRACTION OF THE 60" FM (HDPE).
23 PROPOSED GRADE
i — — — — — — — — — — — — — — — — —
15
LEGEND:
PIPING INCLUDED WITH THIS CONTRACT
PIPING NOT IN THIS CONTRACT
N.O. NORMALLY OPEN
1
!r ■ l ■ l
25 12' -0" x 8' -0" x 4" THICK
CONCRETE PAD, SEE DETAIL D /CO01
26 GUARD POST (TYP., SEE DETAIL
V3 /5009)
27 3' X 3' X 4' VALVE BOX, WITH
LOCKABLE ACCESS. ACCESS HATCH
TO BE SIZED AND LOCATED TO
PROVIDE OPERATION OF VALVE.
28 INVERT ELEVATION = 623'
29 BOTTOM FLANGE ELEVATION OF
CARV —B (TYP.) = 634.5'
PExPE 4
KEYNOTES:
('��
�
36" X 36" WYE MJ X MJ W/ RESTRAINED RETAINER
�
36" PLUG VALVE MJ W/ RESTRAINED RETAINER
16
60" STAINLESS STEEL
N.C.
0 0
GLAND (STA 124 +79.29)
GLAND (AWWA C515)
17
HDPE FLANGE ADAPTER AND SS
36" PLUG VALVE MJ W/ RESTRAINED RETAINER
36" 45° BEND MJ x MJ W/ RESTRAINED
BACK UP RING
3
P.E.
°
` —
GLAND
RETAINER GLAND
18
60" DIPS HDPE DR21
EXTENSION STEM KIT W/ GROUND LEVEL POSITION
36" BLIND FLANGE
i 9
STATIC WATER LEVEL, ELEV. (WITH
INDICATOR AND Cl VALVE BOX WITH COVER AND
..d..
CONCRETE PROTECTOR
9
TYPICAL PIG RECEIVER STATION (NOT IN
PUMPS OFF)
0
12 SS STEEL RISER, 12" SS PLUG VALVE, AND
CONTRACT SHOWN FOR INFORMATION ONLY)
20
12" CARV —B
26
9
7 25
COMPANION FLANGE W /2" SS BALL VALVE. PLUG
10
12" FACTORY WELDED BOSS AND FACTORY
VALVE TO BE 100% PORT, DEZURIK GS -12A —N W/
APPLIED LINER
21
FOUL AIR HEADER (SEE SHEETS M501
FLANGED CONNECTIONS AND HAND WHEEL ACTUATOR
FOR CONNECTION TO ODOR CONTROL
PIPING DETAIL_ PLAN STATEVI EW BLVD.
MOUNTED AT 90° POSITION. INCLUDE EXTENSION
1 1
36" FABRICATED SS 36" VERTICAL OFFSET
UNIT)
ROD TO ALLOW OPERATION FROM ABOVE GRADE.
,I
HAND WHEEL AND EXTENSION ROD SHALL BE
12
36" X 60" SS ECCENTRIC REDUCER WELD
22
12" SS PLUG VALVE, WITH FLANGED
(FIVI
DETAIL
REMOVABLE. INSTALL PLUG VALVE WITH SEAT
FORCE MAIN.
JOINTS
CONNECTIONS, 100% PORT, DEZURIK
OPPOSITE
GS -12A —N (TYP. OF 2), WITH HAND
13
60" SS WITH FLANGED FITTING
WHEEL ACTUATOR, MOUNTED AT 90°
CONCRETE SLAB, SEE SHEET S501
POSITION. HAND WHEEL SHALL BE
3 16" — 1' -0"
/
14
STA 125 +58.58 CENTERLINE COMBINATION AIR
REMOVABLE. INSTALL WITH SEAT
VALVE WITH BIAS SPRING (CARV —B)
OPPOSITE FORCE MAIN.
15
SS 224° VERTICAL BEND
23
12" STAINLESS STEEL CARV —B RISER
21
WITH WELDED BOSS (TYP. OF 2),
WITH FLANGED FITTING
9
20
8
_
_
24
FLANGED —END DIP CONNECTION W/
20
INSULATING GASKET, SLEEVES AND
as
36 FM
22
WASHERS. SS FLANGE TO BE
PROPOSED GRADE —t 26
e
FABRICATED TO FIT DIP CONNECTION.
GENERAL NOTES:
ilk
r w WEM m 0 l m . / • • wi i � 1 011 ' /
3. ALL BURIED PLUG VALVES ARE RESTRAINED WITH BURIED WORM GEAR ACTUATOR WITH POSITION
INDICATOR AND Cl VALVE BOX.
5. ALL PIPING, VALVES AND FITTINGS SHALL BE DESIGNED FOR 250 PSI OPERATING PRESSURE PLUS 100
PSI SURGE PRESSURE.
TOP OF SLAB — 631.6' N.O.
z
9. THE SS FITTINGS AND PIPE SHALL BE TESTED WITH THE 36" FM AND SHALL NOT BE BACKFILLED
UNTIL TESTING OF THE 36" FM IS COMPLETED.
11. SEE DETAIL D/CO01 FOR SIMILAR DETAIL i t CONCRETE .D
12. THE FABRICATED SS (KEYNOTES 11, 12, 13, 15 AND 16) SHALL BE DESIGNED AND FABRICATED TO
RESIST THE FORCES DUE TO THRUST FROM THE PRESSURIZED 36" FM AND THE FORCES DUE TO
EXPANSION OR CONTRACTION OF THE 60" FM (HDPE).
23 PROPOSED GRADE
i — — — — — — — — — — — — — — — — —
15
LEGEND:
PIPING INCLUDED WITH THIS CONTRACT
PIPING NOT IN THIS CONTRACT
N.O. NORMALLY OPEN
1
!r ■ l ■ l
25 12' -0" x 8' -0" x 4" THICK
CONCRETE PAD, SEE DETAIL D /CO01
26 GUARD POST (TYP., SEE DETAIL
V3 /5009)
27 3' X 3' X 4' VALVE BOX, WITH
LOCKABLE ACCESS. ACCESS HATCH
TO BE SIZED AND LOCATED TO
PROVIDE OPERATION OF VALVE.
28 INVERT ELEVATION = 623'
29 BOTTOM FLANGE ELEVATION OF
CARV —B (TYP.) = 634.5'

N
r
e
Q
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r
co
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♦
A7
0,g
a.
E<
Sg�
� 3 .
1' (MIN —TYP)
?�4
t
VALVES 1 V !♦ I �u, Y �I \
SPEC 15151 WITH SCREEN (TYP 2
SIDES)
MAX. ELEV. = 627' TYP, SEE NOTE 9
8" MULTIPORT PLUG
VALVE, FLANGED
(SEE NOTE 9)
16" X 8"
DUCTILE REDUCER
FLANGE X FLANGE
- 16" X 16"
DUCTILE
ELBOW FLANGE X
FLANGE
♦ � s
.4
. 44
4.. 4
SECTION
�22
N.T.S.
36" FM
i
ti, 1
€ .
: m .
ag
01,
I�
g .x'
c"
S
4 ^
1' (MIN —TYP)
1. PRECAST CONCRETE BOX SHALL BE SIZED AS NEEDED FOR PIPE (12'x8' MINIMUM) AND RATED FOR NCDOT HS -20 LOADING.
2. ALL CONCRETE SHALL BE MINIMUM 3600 PSI COMPRESSIVE STRENGTH.
3. ALL VALVES SHALL OPEN COUNTERCLOCKWISE.
4. FRAME TO BE FLUSH WITH GROUND IN MAINTAINED ROAD R%W AND 2' ABOVE GROUND IN SEWER R f W.
5. VAULTS LOCATED IN AREAS SUBJECT TO FLOODING SHALL HAVE SOLID CONCRETE FLOOR AND VENT EXTENDING TO 2 FEET
ABOVE 100 YEAR FLOOD ELEVATION.
6. FM PIPE SHALL BE LINED WITH PROTECTO 401 OR EQUAL A MINIMUM OF 20' -0" EACH SIDE OF ARV.
7. DESIGN OF PRECAST BOX AND ALL APPURTENANCES ARE RESPONSIBILITY OF THE CONTRACTOR
8. MULTIPORT PLUG VALVE SHALL BE FLOWSERVE NORDSTROM IRON BOLTED GLAND —TYPE OR EQUIVALENT WITH 3 —WAY,
3—PORT,' 180* TURN — THREE POSITION ARRANGEMENT
9. ELEVATION TO BE VERIFIED PRIOR TO SUBSTANTIAL COMPLETTION
2' -0" X 2' -0" ALUMINIUM —
ACCESS HATCH (EQUIPMENT
ACCESS) PER CMU
CTAKinADnc rG-NTERED
1LVES
t
SECTION
co22
N.T.S.
SURGE COMBINATION AIR VALVE (CARV)
(MIN.)
I�
8' -0" (MIN.)
cv
CD
0
•
sr ♦ � �
.0 s slo *4.
SEAL
027457
PLAN ml*> I)nvvvev
PROFILE
Hor. N/A CIVIL
Vert. N/A
As Built Date SURGE CARV DETAIL
Drawing No
N/A C, MCDONALD C, MCDONALD J. FULMER J. FULMER 11 j1 f13 e ®22
Revision Surveyed By Designed 8y Drawn Sy Project —Engr Approved 8y Date

E
�2
C)
C0
0 16
STEE
CREEK
"SS -~a
N:497066.86 nww
SIR
E:1415160.63
zz
tR
ftft
lft4
60' FORCE MAIN
N:497076.64
0
EASEMENT SEE E.1415162.71
SHEET (C301)
9
Approximate Location of 100 Year Flood = 1 r� �F' q C.-,
L- 15.69 6
F.E.M.A. Map Number 3710441900J 1019
Dated. Preliminary Oct. 10, 2007 N:497028.43
N:497186.14 R =1 1 1'%-c' o L 1-73-
(Based on G.LS, Information) E: 1415 0 73.53 -A
E:1415077.53 N•497035 43 --7.2246-
5' SIDE cM
SETBACK
G=j
'al
0Y
G
'00
N:497256.38
E: 1414913 . 35LV
N;497236.98
�1141.4:=
30
E:1415073.71 20 R=1 11.000
N:496825.91
E:1415069.77
C' 00
"14,496825.57
I-P
LO Ln E: 11:x5055 05
MPP South Point Land, LLB 7-- g-
DB 20627 PG 844 0
PI0 #2_0321 101
rr
LIQUID OXYGEN STORAGE AREA
EMERGENCY CONNECTION AND PIG
LAUNCHING (SEE DETAIL FM17/CO20)
UTILITY TRANSFORMER (SEE E011)
EXISTING CURB TO BE REMOVED TO
CONSTRUCT DRIVEWAY ACCESS. NEW
MATCHING STANDARD CURB AND GUTTER
SHALL BE CONSTRUCTED FOR FIRST 20
FEET OF PROPOSED DRIVE INTO SITE
GUARD POST (TYP)
EXISTING PUMP STATION TO BE
DEMOLISHED (SEE DRAWING C106)
DIESEL FUEL STORAGE TANK (SEE M131)
is
4-
-4,
+
3 2
21,11_01�' 2
12 6822.b,��
E 4 15030.3 1',
M_'
N, L=22 -5
"k,
S8' 0
24
"-,7 7. 5 8
-111.000 7
L 6' 0 6.7 6 E_.
A,=1 1.7138
/y
R
ggw-
10
19
N:496822.25
gg
W
8 16 E: 1415010.11
FE
7
..........
FUTURE
WET-WEATHER
PUMPING
STATION
L =165.222
�=63.1103
2 R= 150.000
E:1414891.69
N:497182.64 5
17 E:1414876.70
a'`0o oa i N
6
00
WOODSPRING COURT
WVWV
20
N:497189.64
E:1414876.76
N:497197.26
E:1414876.83
I
ALIGNMENT TABLE
KEYNOTES:
ELEVATION
NORTHING
EASTING
0+00
EX GRD
497267.8912
1414814.7058
0+50
EX GRD
497245.2775
1414859.2998
CHAIN LINK FENCE (SEE DETAIL G/C002)
582.08
BIO SCRUBBER ODOR CONTROL
DRAWING M132)
(SEE
1+50
580.26
497200.0502
1414948.4877
2+00
578.44
497173.0253
1414990.3337
2+50
0 26 DOUBLE SWING CMATE FOR FENCE
2
LINE (SEE DETAIL G/C002)
(K)
COMMERCIAL DRIVEWAY TYPE 11
-
574.87
497087. 1034
1415037,7941
3+50
573.70
497037.2289
MODIFIED (SEE DETAIL F/C001)
4+00
20' SANITARY
SEWER EASEMENT
496987.2289
z
30 4' WIDE SIDEWALK
(SEE DETAIL D/C001)
7
SWING BAR GATE (SEE DETAIL
R/C006)
HVAC EQUIPMENT
PLATFORM (SEE H141)
srk."
22 WIDE ASPHALT DRIVE (SEE
DETAIL
.......... a__
A/C001)
OXYGEN INJECTION VAULT (SEE
DETAIL
FM 1 2/CO 17)
STEE
CREEK
"SS -~a
N:497066.86 nww
SIR
E:1415160.63
zz
tR
ftft
lft4
60' FORCE MAIN
N:497076.64
0
EASEMENT SEE E.1415162.71
SHEET (C301)
9
Approximate Location of 100 Year Flood = 1 r� �F' q C.-,
L- 15.69 6
F.E.M.A. Map Number 3710441900J 1019
Dated. Preliminary Oct. 10, 2007 N:497028.43
N:497186.14 R =1 1 1'%-c' o L 1-73-
(Based on G.LS, Information) E: 1415 0 73.53 -A
E:1415077.53 N•497035 43 --7.2246-
5' SIDE cM
SETBACK
G=j
'al
0Y
G
'00
N:497256.38
E: 1414913 . 35LV
N;497236.98
�1141.4:=
30
E:1415073.71 20 R=1 11.000
N:496825.91
E:1415069.77
C' 00
"14,496825.57
I-P
LO Ln E: 11:x5055 05
MPP South Point Land, LLB 7-- g-
DB 20627 PG 844 0
PI0 #2_0321 101
rr
LIQUID OXYGEN STORAGE AREA
EMERGENCY CONNECTION AND PIG
LAUNCHING (SEE DETAIL FM17/CO20)
UTILITY TRANSFORMER (SEE E011)
EXISTING CURB TO BE REMOVED TO
CONSTRUCT DRIVEWAY ACCESS. NEW
MATCHING STANDARD CURB AND GUTTER
SHALL BE CONSTRUCTED FOR FIRST 20
FEET OF PROPOSED DRIVE INTO SITE
GUARD POST (TYP)
EXISTING PUMP STATION TO BE
DEMOLISHED (SEE DRAWING C106)
DIESEL FUEL STORAGE TANK (SEE M131)
is
4-
-4,
+
3 2
21,11_01�' 2
12 6822.b,��
E 4 15030.3 1',
M_'
N, L=22 -5
"k,
S8' 0
24
"-,7 7. 5 8
-111.000 7
L 6' 0 6.7 6 E_.
A,=1 1.7138
/y
R
ggw-
10
19
N:496822.25
gg
W
8 16 E: 1415010.11
FE
7
..........
FUTURE
WET-WEATHER
PUMPING
STATION
L =165.222
�=63.1103
2 R= 150.000
E:1414891.69
N:497182.64 5
17 E:1414876.70
a'`0o oa i N
6
00
WOODSPRING COURT
WVWV
20
N:497189.64
E:1414876.76
N:497197.26
E:1414876.83
I
ALIGNMENT TABLE
STATION
ELEVATION
NORTHING
EASTING
0+00
EX GRD
497267.8912
1414814.7058
0+50
EX GRD
497245.2775
1414859.2998
1+00
582.08
497222.6638
1414903.8937
1+50
580.26
497200.0502
1414948.4877
2+00
578.44
497173.0253
1414990.3337
2+50
576.61
497134.0564
1415021.2911
3+00
574.87
497087. 1034
1415037,7941
3+50
573.70
497037.2289
1415039.9902
4+00
573.49
496987.2289
1415039.9902
4+50
573.05
496937.2289
1415039.9902
_ N:496788.6 FLOODWAY
141 4977.5,,14
%
5' SIDE
SETBACK
PROPOSED
PUMPING COMMUNITY %%
N4
STATION FENCE LINE MIN. 2' ENCROACHMENT
3 ��®
BEHIND SETBACK
C-1. 20
N:496896.23
1:Q
E:1414970.38 FEMA FLOODPLAIN
N:496844.98 COMMUNITY
E: 1414913.41
4 FLOODPLAIN
1A
N:496849.61 AREA
18
E:14149 08.16
N:496879.87
? E:1414873.89
N:496896.90 Z
10' FRONT 83 E:1414899.05 ell
SETBACK
N:496892.51
U)
z E.1414849.00
:2ND
ALIGNMENT TABLE
STATION
ELEVATION
NORTHING
FASTING
5+00
572.07
496887.2289
1415039.9902
5+50
569.84
496837.2608
1415040.7881
6+00
567.50
496787.7565
1415047.8095
6+50
565.59
496738.2009
1415053.2174
7+00
564.67
496688.1142
1415053.9843
7+50
564.29
496638.1283
1415054.2466
8+00
564.68
496588.9193
1415045.5002
8+50
565.68
496539.8109
1415036.0998
8+82
EX GRD
496508.3815
1
1415030.0836
1
4-
D8
�I
40' LONG CONCRETE DRIVE APRON (SEE
SHEET C001)
1'X1' AREA INLET FOR STORM DRAIN (SEE
DRAWING C007 FOR DETAIL) (TYP OF 4)
CHEMICAL FILL AND DIESEL FUEL PORT
LOCATIONS (SEE DRAWING M131)
MANWAY GATE FOR CHAIN LINK FENCE
(SEE DETAIL G/CO02)
70' X 10' NCDOT SIGHT TRIANGLES
25' X 25' CDOT SIGHT TRIANGLES
4' -01) x 4'-0" x 4'-0" PRECAST
CONCRETE VAULT WITH ALUMINUM ACCESS
HATCH
BIORETENTION OUTLET STRUCTURE (SEE
DETAIL EC11/CO10)
W
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0 1
t
I
i&1
im
00
Li
N SITE TBM
,---_TOP FHYD
N:496491.39
E:1415026.20
EL. 568.62'
NAVID 88
Pt CONTRACTOR TO RELOCATE
EXISTING POWER UTILITIES IN
_HS AREA AND COORDINATE
ri'INAL LOCATIONS WITH UTILITY
OROVIDER. ACTUAL UTILITY
LOCATIONS NOT PROVIDED ON
AORIGINAL SURVEY; LOCATIONS IN
'THIS AREA ARE APPROXIMATE.
E S S
SEAL
027457
qt* G - I0N .E0 0tl0 i*s1Q
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® CD NT 0 30 60 Environmental Engineering and Consulting
z z W MMM01
SCALE IN FEET 309 East Morehead Street, Suite 160, Charlotte, North Carolina 28202 [phone]
North Carolina Board OT Examiners for Engineers and Surveyors License No: F-0785
CHARLOTTE -MECKLENBURG
CALL NC ONECALL EPARTMENT UTILITY D
BEFORE YOU DIG ENGINEERING DIVISION
STOP CHARLOTTE, NORTH CAROLINA
1-800-632-4949
AVOID UTILITY DAMAGE 221-05-657 STEELE CREEK PUMPING STATION
Job No. Scales File No. REPLACEMENT PROJECT
CONSTRUCTION SHALL BE IN ACCORDANCE PLAN 1 = 30'
WITH CHARLOTTE MECKLENBURG UTILITY PROFILE Hor. N/A CIVIL
DEPARTMENT STANDARD SPECIFICATIONS. Vert. N/A
As Built Date PUMPING STATION SITE LA YOUT
Drawing No
LDS1 C. MCDONALD S. SCOTT J. FULMER J. FULMER 11/1/13 0101
No. I Date I By Revision Surveyed By Designed By Drawn By Project-Engr Approved By Date

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21 S=
m
—�... SSE Per C1U
-...
. (0 co
� I Line
BE
STATION � � ENCROACHMENT
27
i 30 •
SCALE
KEYNOTES ( UNDERDRAIN BOTHY TOTALLING y74 LF MIN. m
„ @0.50% TO OUTLET STRUCTURE WITH 6 —
} % fi3
23 OUTLFE�1 2- t- 4 56R5CP1 STORM PIPE @0.50 SLOPE {INV I CLEANOUT AT EACH END {TYP OF 2, .tom J.� L
SEE EC 1 1 f C010)
Environmental Engineering and Consulting
2 EACH 43 LF OF 10" HDPE STORM PIPE @0.50% 30 EXISTING 24" RCP TO REMAIN 309 East Morehead Street, Suite 160, Charlotte, North Carolina 28202 (704) 358 -7244
24 SLOPE (SEE SHEET C103 FOR INVERT EL.) North Carolina Board of Examiners for Engineers and Surveyors License No: F -0785
41 LF OF 8" HDPE STORM PIPE @0.50% SLOPE (SEE 31 EXISTING MONITORING WELL TO REMAIN CHARLOTTE —MECKLENBURG
25 SHEET C103 FOR INVERT EL,) 32 PROPOSED CMU WATER METER UTILITY DEPARTMENT
ENGINEERING DIVISION
Zs 55 LF OF 10" HDPE STORM PIPE @0.50% SLOPE (SEE @) 36" WYE AND 36" RESTRAINED MJ PLUG CHARLOTTE, NORTH CAROLINA
SHEET C103 FOR INVERT EL.) VALVE FOR FUTURE WET WEATHER
PUMPING STATION CONNECTION 221- 05-657 STEELE CREEK PUMPING STATION
53 LF OF 10" HDPE STORM PIPE @0.50 SLOPE (SEE Job N °° File No.
27 Scales REPLACEMENT PROJECT
SHEET C103 FOR INVERT EL.) 34 OXYGEN DELIVERY SYSTEM PLAN 130'
30 LF OF 10" HDPE STORM PIPE @0.50% SLOPE SEE PROFILE N/A
2$ (SEE MH1 {SEE DRAWING C201 FOR Har. CIVIL
SHEET C103 FOR INVERT EL.) INVERTS) WITH 6" PUMP LINE FROM Vert. NIA PUMPING STAT %ON
PUMPING STATION AND 2" PUMP LINE SITE YARD PIPING
FROM OXYGEN INJECTION VAULT TO BE As Built gate
CONNECTED ABOVE 572.00' (1 00 YR LDSI C. MCDONALD S. SCOTT J. FULMER J. FULMER 11/1/13 Drawing No
FLOOD ELEVATION) No. Date By Revision Surveyed By Designed By Drawn By Project —Engr Approved By Date C102
KEYNOTES-
48" SS
T
6" PVC DUCT FOR 1 " HPO. HPO LINE
13
EXISTING PUMP STATION TO BE
SIZE TO BE VERIFIED BY OXYGEN
DEMOLISHED (SEE DRAWING C106 FOR
T
OXYGEN INJECTION VAULT (SEE DETAIL
SUPPLIER PRIOR TO INSTALLATION
DETAILS)
FM 12/CO 17)
3" 1W LINE (SEE DRAWING M131 FOR
14
1'X1' AREA INLET FOR STORM DRAIN (SEE
T
4' -0" X 4' -0)r X 4' -0" PRECAST
CONNECTION AT PUMPING STATION)
DRAWING C007 FOR DETAIL) (TYP OF 4)
VAULT WITH ALUMINUM ACCESS HATCH
FIRE HYDRANT EXTENSION PIPE, PER
15
PROPOSED 36" FORCE MAIN (SEE
EMERGENCY BYPASS CONNECTION AND
CMU STANDARDS
DRAWING C202 FOR DETAIL)
PIG LAUNCH (SEE DETAIL FM 17%CO20)
1p
PROPOSED LOCATION OF FIRE HYDRANT
16
PROPOSED 24" BYPASS FORCE MAIN (SEE
ELECTRICAL TRANSFORMER PAD (SEE
AND GATE VALVE (FIRE HYDRANT TO BE
DRYING C202 FOR DETAIL)
MN--3
ELECTRICAL PLANS FOR DETAIL)
RELOCATED)
17
6" PUMP DRAIN FROM PUMPING STATION
STY. 2- t -41.73
(
60" INFLUENT APPROACH SEWER (SEE
11
PROPOSED 3" SERVICE TO PUMPING
SUMP PUMP (SEE DRAWING M121)
DRAWING C201 FOR DETAIL)
STATION
18
4" SEWER DRAIN WITH CLEANOUT (SEE
12
PROPOSED 1" WATER LINE FOR
DRAWNG M131 FOR CONTINUATION)
BIORETENTION IRRIGATION SYSTEM
19
6" DRAIN LINE FOR PROPOSED BYPASS
MN -4
FORCE MAIN (SEE DETAIL FM 17%CO20)
STA. 4 +85.9 0
y+
i
I f4 5
STA. 5 +13.82
20
PROPOSED CMU APPROVED BACKFLOW
BE
STATION � � ENCROACHMENT
27
i 30 •
SCALE
KEYNOTES ( UNDERDRAIN BOTHY TOTALLING y74 LF MIN. m
„ @0.50% TO OUTLET STRUCTURE WITH 6 —
} % fi3
23 OUTLFE�1 2- t- 4 56R5CP1 STORM PIPE @0.50 SLOPE {INV I CLEANOUT AT EACH END {TYP OF 2, .tom J.� L
SEE EC 1 1 f C010)
Environmental Engineering and Consulting
2 EACH 43 LF OF 10" HDPE STORM PIPE @0.50% 30 EXISTING 24" RCP TO REMAIN 309 East Morehead Street, Suite 160, Charlotte, North Carolina 28202 (704) 358 -7244
24 SLOPE (SEE SHEET C103 FOR INVERT EL.) North Carolina Board of Examiners for Engineers and Surveyors License No: F -0785
41 LF OF 8" HDPE STORM PIPE @0.50% SLOPE (SEE 31 EXISTING MONITORING WELL TO REMAIN CHARLOTTE —MECKLENBURG
25 SHEET C103 FOR INVERT EL,) 32 PROPOSED CMU WATER METER UTILITY DEPARTMENT
ENGINEERING DIVISION
Zs 55 LF OF 10" HDPE STORM PIPE @0.50% SLOPE (SEE @) 36" WYE AND 36" RESTRAINED MJ PLUG CHARLOTTE, NORTH CAROLINA
SHEET C103 FOR INVERT EL.) VALVE FOR FUTURE WET WEATHER
PUMPING STATION CONNECTION 221- 05-657 STEELE CREEK PUMPING STATION
53 LF OF 10" HDPE STORM PIPE @0.50 SLOPE (SEE Job N °° File No.
27 Scales REPLACEMENT PROJECT
SHEET C103 FOR INVERT EL.) 34 OXYGEN DELIVERY SYSTEM PLAN 130'
30 LF OF 10" HDPE STORM PIPE @0.50% SLOPE SEE PROFILE N/A
2$ (SEE MH1 {SEE DRAWING C201 FOR Har. CIVIL
SHEET C103 FOR INVERT EL.) INVERTS) WITH 6" PUMP LINE FROM Vert. NIA PUMPING STAT %ON
PUMPING STATION AND 2" PUMP LINE SITE YARD PIPING
FROM OXYGEN INJECTION VAULT TO BE As Built gate
CONNECTED ABOVE 572.00' (1 00 YR LDSI C. MCDONALD S. SCOTT J. FULMER J. FULMER 11/1/13 Drawing No
FLOOD ELEVATION) No. Date By Revision Surveyed By Designed By Drawn By Project —Engr Approved By Date C102

co
psi
04
Z
LO
co
CL
LL
20' SANITARY
SEWER EASEMENT
m
- — — — — — — — — — — — — — — - - -- — — -
25- SSE PER CMUD
.1nRA 779-Q.9i-7A7
m
ft-ft"m
OXYGEN INJECTION
VAU LT
310 610
mm=09
SCALE IN FEET
CREEk
m
22' WIDE
,�SPHALT DRIVE
01
F BIO SCRUBBER ODORCONTRO
SLAB ELEV = 574.33'
ALIGNMENT TABLE
KEYNOTES:
NORTHING
ii
i
496887.228 •
1414814.7058
= 574.00'
RIM EL = 574.75'
497245.2775
141 b04O.7881
EL = 572.57'
INV IN EL - 571.56'
496787.7565
1414903.8937
INV OUT EL = 571.46'
YI 4
1414948.4877
496688.1142
1414990.3337
01
2 EACH 43 LF OF 10"
496638.1283
1415021.29 1
= 572.36'
HDPE STORM PIPE
496588,9193
941
EL = 572.261
@0.50% SLOPE
49 539.810
E-1211111
INV IN EL = 570.0'
Z���
141 b039.9902
;*
1 14150,39.9902
2
ALIGNMENT TABLE
KEYNOTES:
NORTHING
ii
i
496887.228 •
1415039.9902
= 574.00'
RIM EL = 574.75'
8
141 b04O.7881
EL = 572.57'
INV IN EL - 571.56'
496787.7565
1415047.8095
INV OUT EL = 571.46'
YI 4
4 A
51 0
496688.1142
1415053.9843
- 574.00'
2 EACH 43 LF OF 10"
496638.1283
1415054.2466
= 572.36'
HDPE STORM PIPE
496588,9193
1415045.5002
EL = 572.261
@0.50% SLOPE
49 539.810
E-1211111
INV IN EL = 570.0'
YI 3
1415030.0836
EL:56
1.u/ Scales I \ L- I L-m %-If L- lyl L- IN I I I NJ L- \_1 I
PERCENT IMPERVIOUS = 46.5% CONSTRUCTION SHALL BE IN ACCORDANCE PLAN 1" 30,
IMPERVIOUS AREA = 0.87 AC. WITH CHARLOTTE MECKLENBURG UTILITY PROFILE Hor. N/A CIVIL
TOP OF GARDEN 569.00' DEPARTMENT STANDARD SPECIFICATIONS.
_ N/A TLCL�—1
RIM ELEV DROP INLET 570.00t
INV ELEV UNDER DRAIN = 565.50'
TOP OF BERM ELEV. = 571.75
DEPTH OF STONE BED = 12 IN.
I No. I Date I By Revision
As Built Dnte SITE PAVING GRADING AND DRAINAGE1
�F lDrawing No,
R J. FULMER
C. MCDONALD S. SCOTT J. FULME
C10i
KEYNOTES:
Y1 5
Y1 2
RIM
EL
= 574.00'
RIM EL = 574.75'
INV
OUT
EL = 572.57'
INV IN EL - 571.56'
INV OUT EL = 571.46'
YI 4
RIM
EL
- 574.00'
2 EACH 43 LF OF 10"
INV
IN EL
= 572.36'
HDPE STORM PIPE
INV
OUT
EL = 572.261
@0.50% SLOPE
INV IN EL = 570.0'
YI 3
RIM
EL
= 574.50'
INV
IN EL
= 571.99
INV
OUT
EL = 571.82'
EL:56
1.u/ Scales I \ L- I L-m %-If L- lyl L- IN I I I NJ L- \_1 I
PERCENT IMPERVIOUS = 46.5% CONSTRUCTION SHALL BE IN ACCORDANCE PLAN 1" 30,
IMPERVIOUS AREA = 0.87 AC. WITH CHARLOTTE MECKLENBURG UTILITY PROFILE Hor. N/A CIVIL
TOP OF GARDEN 569.00' DEPARTMENT STANDARD SPECIFICATIONS.
_ N/A TLCL�—1
RIM ELEV DROP INLET 570.00t
INV ELEV UNDER DRAIN = 565.50'
TOP OF BERM ELEV. = 571.75
DEPTH OF STONE BED = 12 IN.
I No. I Date I By Revision
As Built Dnte SITE PAVING GRADING AND DRAINAGE1
�F lDrawing No,
R J. FULMER
C. MCDONALD S. SCOTT J. FULME
C10i

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L�6 LIN U:
NO, Date By
221-05-657 STEELE CREEK PUMPING STATION
Job No. Scales File No. REPLACEMENT PROJECT
PLAN 1'$ = 30'
PROFILE Hor. N/A CIVIL
Vert. N/A PUMPING STA TION SITE
As Built Date EROSION AND SEDIMENT CONTROL PLAN
jDrawing No
LDSI C. MCDONALD D. VARJABEDIAN - J. FULMER J. FULMER 11/1/13
Revision Surveyed By Designed By Drawn By Project—Engr Approved By —6—ate I C104_

fl
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(4) JAPANESE --j
CEDAR
(3) FOSTER HOLLY
LEGEND:
(FOR LINETYPES NOT LISTED, SEE DRAWING G004)
=ME
co
(5) PROST
E HITE ABELIA
EIP
EIP
cl
S 02*14'29"
SD----s
44.98'01.20
N 00*4 'l 2" E
s— ----as—
674712" W
---as S------
Rim: 582.27'
18"RCP
cl 126.92'00. %-24"RCP
Rim: 582.62'
4 .89,41.59%
RCP cl
cl 18 "RCP
lnv.1n: 578.89'
lnv.Out: 578.64'
Inv.1n: 578.10'
Rim: 582.42'
Rim: 582 47' Inv.1m 579.72'
InvAn: 578.10'
Inv.1n: Inv.Out: 579.39'
lnv.Out: 577.90'
Inv.Out: 78.54'
(5) ROSTRATE WHITE ABELIA
(6) CRIMSON PYGMY DWARF
JAPANESE BA BERRY
(4) DEODAR CEDAR
(6) CRIMSON YGMY DWARF
JAPANESE BA BERRY
3t
rv- w w
wvwv
a
(4) JAPANESE --j
CEDAR
(3) FOSTER HOLLY
LEGEND:
(FOR LINETYPES NOT LISTED, SEE DRAWING G004)
=ME

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m
�4
CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FROM THE CITY'S
ARBORIST, INCLUDING REPLACEMENT OF TREES IF REQUIRED.
4. CONTRACTOR SHALL COORDINATE DEACTIVATION j DECOMMISSION
OF ALL UTILITIES NOT REMAINING IN SERVICE WITH UTILITY
SERVICE PROVIDER FOR PROCEDURES.
---- n'---- TP- - - -T'—
�j
15 "Sourwood ?;ii
TREE PROTECTION FENCE
EXISTING TREE 8" DIAMETER
OR GREATER TO BE REMOVED
STRUCTURE TO BE
CONSTRUCTION SHALL BE IN ACCORDANCE
WITH CHARLOTTE MECKLENBURG UTILITY
DEPARTMENT STANDARD SPECIFICATIONS.
Scales
PLAN 1" = 30'
PROFILE Nor. N/A
vert N/A
.
CIVIL
EXISTING PUMPING STATION
SITE AND DEMOLITION PLAN
As Built Date
Drawing No
DEMOLISHED
No. Date By Revision
LDSI
C. MCDONALD
S. SCOTT
J. FULMER
J. FULMER
11/1/13
0106
Surveyed By
Designed By
Drawn By
Project —Engr
Approved By
Date

580 - 580

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ASPHALT DRIVE
EXIST. MH
RIM: 582.16
INV CL: 571.26
8 ' PRIVAF SS
5�
,r
1
EXIST. MH WOODED
RIB: 583.90
INV CL: 578.36
EXIST. MH -/
RIM: 584.77
INV CL: 579.99
LXIST. MN
RIM: 55192 �
INV CL: 577. � N/F
�. -✓` 20315208
j CEDAR FAIR SOUTHWEST, INC.
DEED BOOK 7400 PG 494
30•'
RCP INV: - 581.99 I
- 3p,: STD 3
RCP INV: 582.73 ; WOODED
�! 8" PRIVATE SS I
„ Y
EXIST. MH 5
RIM 586.79 N f F
INV CL: 579.96 20315208
4_ CEDAR FAIR SOUTHWEST, INC.
DEED BOOK 7400 PG 434
I omflft
RR SPIKE IN
14 " WHITE OAK
ELEV= 599.52'
®CALL NC ONECALLN
BEFORE YOU DIG
STOP 64
.AVOID U11UTY DAMAGE,
RIM 592.71
INV CL: 586.32
BORING
B -21
CONSTRUCTION SHALL BE IN ACCORDANCE
WITH CHARLOTTE MECKLENBURG UTILITY 1. 12/131 RJK
DEPARTMENT STANDARD SPECIFICATIONS. No Date By
ADDED SILT FENCE
Revision
LandDesign
5 AL
223 N Graham Street Charlotte, NC 28242 6988
V- 704.3314325 F: 704.332.3246
www.LandDesign.corra •,,dq N� I N 4''�.�•
License No: C -4658
BROWN AND CALDWELL
License No: F --0785
Environmental Engineering and Consulting
309 East Morehead Street, Suite 160, Charlotte, North Carolina 28202 (704) 358 -7204
CHARLO TTF - MECKI. ENBURG
UT'ILI'TY DEPARTMENT
ENGINEERING DIVISION
CHARLOTTE, NORTH CAROLINA
Job No. File No. STEELE CREEK PUMPING STATION
Scales REPLACEMENT PROJECT
PLAN 1 " =40'
PROFILE 1 " =40'
Hor. CIVIL
Vert. 1 " =4' FORCE MAIN PLAN AND PROFILE
As Built Date 30+00 TO 40+00
Drawing No
L.DSI RAK RAK DCS DCS 1111113 0304
Surveyed By Designed By Drawn By Project -Engr Approved By Date

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WOODED
STA. 55 +70.52
114' BEND
STOP 64
,AVUD UflUTY DAMAGE,
N /F
2031520)8
CEDAR FAIR SOUTHWEST, IN
DEED BOOK 7400 PG 494
N /F
20315208
CEDAR FAIR SOUTHWEST, INC.
DEED BOOK 7400 PG 494
CONSTRUCTION SHALL BE_ .�AQCOR�D -A*
WITH `- "CH,AR,,LC,TE,M,E'CKLENBURG UTILITY
DEPARTMENT STANDARD SPECIFICATIONS
1. 12/131 RJK I ADDED SILT FENCE
No. Date By I Revision
Scales NLF'LAULMLN I t'KUJLU 1
PLAN 1 " =40'
PROFILE 1 " =40'
I•i o r. CIVIL
Vert. 1 "_4. FORCE MAIN PLAN AND PROFILE
As Built Date 50 +00 TO 60+00
Drawing No
LDSI RAK RAK DCS DCS 1111/13 0306
Surveyed By Designed By Drawn By Project —Engr Approved By 1—Date

T� p Vir
LandlDes4n 0
S AL
223 N Graham Street: Charlotte, NC 28202 � 6988
V: 704.333.0325 F. 704.332.3245
ww.Land€7esign.conz rr�q� ^! IN
vv .�
License No; C -0658 C rr► +tic `� , -14
B V% &�%
1XVWN ANjTj% CALDWELL
License No: F -0785
Environmental Engineering and Consulting
309 East Morehead Street, Suite 160, Charlotte, North Carolina 28202 [phone]
CHARLOTTE - MECKLENBURG
UTILITY DEPARTMENT
ENGINEERING DIVISION
CHARLOTTE, NORTH CAROLINA
Job No. File No. STEELE CREEK PUMPING STATION
Scales REPLACEMENT PROJECT
PLAN 1 " =40
PROFILE 1 " =40'
Hor. CIVIL
Vert. 1" =4' FORCE MAIN PLAN AND PROFILE
As Built Dote 60+00 TO 70+00
Drawing No
LDS! RAK RAK DC8 DCS !I/l/13 x°+307,
Surveyed By Designed By Drawn By Project —Engr Approved By Date t�

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NORTH CAROLINA
_rSOVT14 CAROUNA
NC /SC STATE LINE s
ASPHALT
PARKING
4I4� Vv��. �V� IfV ]'y
L
1- 800 --632 -4949
AVOID UTIUTY DAMAGE
S
CONSTRUCTION SHALL BE IN ACCORDANCE
WITH CHARLOTTE MECKLENBURG `TLITY
DEPARTMENT STANDARD SPECIFICATIONS.
NGS MONUMENT /"CAROWiNDS"
NAD 83 GRID -R,,RS 207 ' N/
N:499,624.27' 1� 20317102
' f CEDAR FAiR SOUTHWEST
E:1,42,t,409J9 P INC.
DEED BOOK 24522 PG 262
a°
1. 12/13 RJK ADDED SILT FENCE
J 8
No. Date By Revision
Job No. File No. "&-L -L- I WIT## .,I 1W11
Scales REPLACEMENT PROJECT
PLAN 1 " =40'
PROFILE 1 "-40'
Hor. CIVIL
Vert. I"=4' FORCE MAIN PLAN AND PROFILE
As Built Dote 70+00 TO 80+28
Drawing No
LDSI RAK RAK DCS DCS 11/1/13 COS
Surveyed By Designed By prawn By Project —Engr Approved By Date

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ATCHLIg 8
SEE SHEET
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600 .. ..::: :: _ ...... .. .. ..: .:: :: .. :: ... .. ... .. .. . .
86 +00 874-00 884-00 89 +00 904-00
NOTES:
1) ALL SHORING SHALL BE IN ACCORDANCE TO OSHA TRENCHING
STANDARDS, PART 1926 SUBPART P, AS AMENDED.
2) CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL
UNDERGROUND UTILITIES AND PROVIDE ADEQUATE SUPPORT PRIOR TO
O 40 80 CONSTRUCTION.
3) ALL REQUIRED LANE CLOSURES SHALL FOLLOW THE UNIFORM TRAFFIC
SCALE IN FEET CONTROL MANUAL.
4) SEE SHEETS C008 --0011 FOR EROSION CONTROL DETAIL.
IBM /9
5)
IF PROPOSED SEWER IS INSTALLED WITHIN 12 INCHES, HORIZONTAL OR
RR SPIKE IN 10� PINE
VERTICAL, FROM A GAS MAIN, THE CONTRACTOR SHALL INFORM
PIEDMONT NATURAL GAS COMPANY.
EL= fi3).79'
6)
WETLANDS DELINEATED BY HABITAT ASSESSMENT AND RESTORATION
MEN
®
®Q
PROGRAM.
STA 89+6762
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7)
CONTRACTOR SHALL INSTALL. ANTI —SEEP COLLARS AT BEGINNING AND
PIG LAUNCHING STATION
D U
END OF DISTURBANCE AND EVERY 50 FEET ALONG THE PROPOSED
SEE DETAIL FM15 C0i9
%
0
PIPELINE WHEN IT LIES WITHIN WETLANDS.
L�
8)
FLOODPLAIN DATA OBTAINED FROM FIRM (FLOOD INSURANCE RATE MAP)
TEMPORARY SEDIMENT
w w
FOR MECKLENBURG COUNTY, PANEL NO. 3710442900J.
BASIN 19
0
9)
WHERE GRADING IS DEPICTED SHOWING FILL OVER THE COMPLETED
SEE DETAIL EC51CO09
= Lj
PIPELINE, THE CONTRACTOR SHALL ADJUST FINAL GRADE TO MAINTAIN
u w
NATURAL DRAINAGE ACROSS THE SEWER EASEMENT BASED ON NATURAL
20' TEMP.
Q 0
CONDITIONS.
CONST. EASEMENT
=>
10)
THE MAXIMUM ALLOWABLE JOINT DEFLECTION FOR ALL JOINTS SHALL BE
50% OF PIPE MANUFACTURER'S MAXIMUM RECOMMENDED DEFLECTION.
1 1)
CONTRACTOR SHALL NOT INSTALL FITTINGS IN LIEU OF DEFLECTING
JOINTS PRIOR TO SUBMITTING CALCULATIONS FOR RESTRAINT
I
REQUIREMENTS TO THE ENGINEER AND RECEIVING WRITTEN A PJOVAk
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CHARLOTTE MECKLENBURG
027457
1- 800 -632 -4949
AVOID i171ltil DAMAGE
UTILITY DEPARTMENT
�i0'q
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STANDARD SPECIFICATIONS.
', ®�,j,•l;�NGINEE�:•���•
— --
'15 R U' W N A N D CALDW9LL
Environmental Engineering and Consulting
309 East Morehead Street, Suite 160, Charlotte, North Carolina 28202 (704) 358 -7204
North Carolina Board of Examiners for Engineers and Surveyors License No; F -0785
B D NC
38 ,�
CHARLOTTE —MECKLENBURG
B 1
.
BRING
el
UTILITY DEPARTMENT
ENGINEERING DIVISION
CHARLOTTE, NORTH CAROLINA
221 -05 -657
—e —NO.
STEELE CREEK PUMPING STATION
Ftl
Job No. scales
REPLACEMENT PROJECT
PLAN 1"=40'
PROFILE
Nor. 1 " =40'
CIVIL
Vert. 1 " =4'
FORCE MAIN PLAN AND PROFILE
80 +28 TO 90 +00
As Built Date
Drowing No',
LDSi
C. MCDONALD
S. SCOTT
J. FULMER
J. FULMER
11/1 /13
C309
Na.
Date
By
Revision
Surveyed By
Designed By
Drawn By
Project —Engr
Approved By
Date
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86 +00 874-00 884-00 89 +00 904-00
NOTES:
1) ALL SHORING SHALL BE IN ACCORDANCE TO OSHA TRENCHING
STANDARDS, PART 1926 SUBPART P, AS AMENDED.
2) CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL
UNDERGROUND UTILITIES AND PROVIDE ADEQUATE SUPPORT PRIOR TO
O 40 80 CONSTRUCTION.
3) ALL REQUIRED LANE CLOSURES SHALL FOLLOW THE UNIFORM TRAFFIC
SCALE IN FEET CONTROL MANUAL.
4) SEE SHEETS C008 --0011 FOR EROSION CONTROL DETAIL.
IBM /9
5)
IF PROPOSED SEWER IS INSTALLED WITHIN 12 INCHES, HORIZONTAL OR
RR SPIKE IN 10� PINE
VERTICAL, FROM A GAS MAIN, THE CONTRACTOR SHALL INFORM
PIEDMONT NATURAL GAS COMPANY.
EL= fi3).79'
6)
WETLANDS DELINEATED BY HABITAT ASSESSMENT AND RESTORATION
®
®Q
PROGRAM.
STA 89+6762
®r–
7)
CONTRACTOR SHALL INSTALL. ANTI —SEEP COLLARS AT BEGINNING AND
PIG LAUNCHING STATION
D U
END OF DISTURBANCE AND EVERY 50 FEET ALONG THE PROPOSED
SEE DETAIL FM15 C0i9
%
0
PIPELINE WHEN IT LIES WITHIN WETLANDS.
L�
8)
FLOODPLAIN DATA OBTAINED FROM FIRM (FLOOD INSURANCE RATE MAP)
TEMPORARY SEDIMENT
w w
FOR MECKLENBURG COUNTY, PANEL NO. 3710442900J.
BASIN 19
0
9)
WHERE GRADING IS DEPICTED SHOWING FILL OVER THE COMPLETED
SEE DETAIL EC51CO09
= Lj
PIPELINE, THE CONTRACTOR SHALL ADJUST FINAL GRADE TO MAINTAIN
u w
NATURAL DRAINAGE ACROSS THE SEWER EASEMENT BASED ON NATURAL
20' TEMP.
Q 0
CONDITIONS.
CONST. EASEMENT
=>
10)
THE MAXIMUM ALLOWABLE JOINT DEFLECTION FOR ALL JOINTS SHALL BE
50% OF PIPE MANUFACTURER'S MAXIMUM RECOMMENDED DEFLECTION.
1 1)
CONTRACTOR SHALL NOT INSTALL FITTINGS IN LIEU OF DEFLECTING
JOINTS PRIOR TO SUBMITTING CALCULATIONS FOR RESTRAINT
I
REQUIREMENTS TO THE ENGINEER AND RECEIVING WRITTEN A PJOVAk
a
FROM THE ENGINEER TO INSTALL FITTINGS.
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027457
1- 800 -632 -4949
AVOID i171ltil DAMAGE
UTILITY DEPARTMENT
�i0'q
c
STANDARD SPECIFICATIONS.
', ®�,j,•l;�NGINEE�:•���•
— --
'15 R U' W N A N D CALDW9LL
Environmental Engineering and Consulting
309 East Morehead Street, Suite 160, Charlotte, North Carolina 28202 (704) 358 -7204
North Carolina Board of Examiners for Engineers and Surveyors License No; F -0785
B D NC
38 ,�
CHARLOTTE —MECKLENBURG
B 1
.
BRING
el
UTILITY DEPARTMENT
ENGINEERING DIVISION
CHARLOTTE, NORTH CAROLINA
221 -05 -657
—e —NO.
STEELE CREEK PUMPING STATION
Ftl
Job No. scales
REPLACEMENT PROJECT
PLAN 1"=40'
PROFILE
Nor. 1 " =40'
CIVIL
Vert. 1 " =4'
FORCE MAIN PLAN AND PROFILE
80 +28 TO 90 +00
As Built Date
Drowing No',
LDSi
C. MCDONALD
S. SCOTT
J. FULMER
J. FULMER
11/1 /13
C309
Na.
Date
By
Revision
Surveyed By
Designed By
Drawn By
Project —Engr
Approved By
Date

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Environmental Engineering and Consulting
309 East Morehead Street, Suite 160, Charlotte, North Carolina 28202 [phone]
North Carolina Board of Examiners for Engineers and Surveyors License No: F-0785
CHARLOTTE -MECKLENBURG
UTILITY DEPARTMENT
ENGINEERING DIVISION
CHARLOTTE, NORTH CAROLINA
221-05-657 STEELE CREEK PUMPING STATION
Job No. Scales File No. REPLACEMENT PROJECT
PLAN 1"=40'
PROFILE Hor. 1 "=40' CIVIL
Vert. 1 " =4' FORCE WIN PLAN AND PROFILE
As Built Date 100+25 TO 106+00
1 12/13 SAS UPDATED NCDOT CROSSING INFORMATION Drawing No
LDSI C. MCDONALD S.SCOTT J. FULMER J. FULMER 11/1/13
No. Date By Revision Surveyed By Designed By Drawn By Project—Engr Approved By Date C3 11

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2) CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL UNDERGROUND
UTILITIES AND D RRO I.. ADEQUATE RPOIli PRIOR RU.
3) ALL REQUIRED LANE CLOSURES SHALL FOLLOW THE UNIFORM TRAFFIC
CONTROL MANUAL.
4) SEE SHEETS C008—C011 FOR EROSION CONTROL DETAIL.
PROPOSED SEWER INSTALLED WITHIN 12 INCHES, HORIZONTAL O R
VERTICAL, FROM A GAS MAIN, THE CONTRACTOR SHALL INFORM PIEDMONT
NATURAL `` GAS COMPANY.
6) WETLAN DELINEATED BY HABITAT ASSESSMENT AND RESTORATION
PROGRAM.
DISTURBANCE 7) CONTRACTOR SHALL INSTALL ANTI—SEEP COLLARS AT BEGINNING AND END
OF R WETLANDS. (FLOOD PROPOSED
WHEN IT LIES WITHIN
FOR YORK COUNTY, PANEL NO. 45091CO210E
9) WHERE GRADING IS DEPICTED SHOWING FILL OVER THE COMPLETED
PIPELINE, THE CONTRACTOR SHALL ADJUST FINAL GRADE TO MAINTAIN
NATURAL ,Ry y ACROSS SEWER EASEMENT BASED ON NATURAL
CONDITIONS.
CONTRACTOR 10) THE MAXIMUM ALLOWABLE JOINT DEFLECTION FOR ALL JOINTS SHALL BE
50% OF PIPE MANUFACTURER'S MAXIMUM RECOMMENDED DEFLECTION.
a INSTALL
PRIOR TO SUBMITTING CALCULATIONS FOR RESTRAINT REQUIREMENTS TO.
THE ENGINEER AND RECEIVING WRITTEN APPROVAL FROM THE FNGINEEI
O 1 _ FITTINGS.
:_:_�f' Brown
and
Caldwell
No. 000399
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221 -05 -657 STEELE CREEK PUMPING STATION
Job No. Scales File No. REPLACEMENT PROJECT
PLAN 1 " =40'
PROFILE 1'' =40'
H or. CIVIL
Vert. 1" =4' FORCE AMAIN PLAN AND PROFILE
As Built Dote 116+00 TO 124+50
Drawing No
LDSI C. MCDONALD S. SCOTT J. FULMER J. FULMER 11/1/13 C3 i 3
Revision Surveyed By Designed By Drown By Project —Engr Approved By Date
12.1
MARTIN
MARIETTA CORP
DB
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ALL ORING SHALL BE IN ACCORDANCE O OSHA TRENCHING
STANDARDS, PART 1926 SUBPART P, AS AMENDED.
2) CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL UNDERGROUND
UTILITIES AND D RRO I.. ADEQUATE RPOIli PRIOR RU.
3) ALL REQUIRED LANE CLOSURES SHALL FOLLOW THE UNIFORM TRAFFIC
CONTROL MANUAL.
4) SEE SHEETS C008—C011 FOR EROSION CONTROL DETAIL.
PROPOSED SEWER INSTALLED WITHIN 12 INCHES, HORIZONTAL O R
VERTICAL, FROM A GAS MAIN, THE CONTRACTOR SHALL INFORM PIEDMONT
NATURAL `` GAS COMPANY.
6) WETLAN DELINEATED BY HABITAT ASSESSMENT AND RESTORATION
PROGRAM.
DISTURBANCE 7) CONTRACTOR SHALL INSTALL ANTI—SEEP COLLARS AT BEGINNING AND END
OF R WETLANDS. (FLOOD PROPOSED
WHEN IT LIES WITHIN
FOR YORK COUNTY, PANEL NO. 45091CO210E
9) WHERE GRADING IS DEPICTED SHOWING FILL OVER THE COMPLETED
PIPELINE, THE CONTRACTOR SHALL ADJUST FINAL GRADE TO MAINTAIN
NATURAL ,Ry y ACROSS SEWER EASEMENT BASED ON NATURAL
CONDITIONS.
CONTRACTOR 10) THE MAXIMUM ALLOWABLE JOINT DEFLECTION FOR ALL JOINTS SHALL BE
50% OF PIPE MANUFACTURER'S MAXIMUM RECOMMENDED DEFLECTION.
a INSTALL
PRIOR TO SUBMITTING CALCULATIONS FOR RESTRAINT REQUIREMENTS TO.
THE ENGINEER AND RECEIVING WRITTEN APPROVAL FROM THE FNGINEEI
O 1 _ FITTINGS.
:_:_�f' Brown
and
Caldwell
No. 000399
s �1
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221 -05 -657 STEELE CREEK PUMPING STATION
Job No. Scales File No. REPLACEMENT PROJECT
PLAN 1 " =40'
PROFILE 1'' =40'
H or. CIVIL
Vert. 1" =4' FORCE AMAIN PLAN AND PROFILE
As Built Dote 116+00 TO 124+50
Drawing No
LDSI C. MCDONALD S. SCOTT J. FULMER J. FULMER 11/1/13 C3 i 3
Revision Surveyed By Designed By Drown By Project —Engr Approved By Date

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ff I I ti 17V a. LA., SPECIFICATIONS.
�i
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NOTES:
ALL #' ING SHALL BE IN ACCORDANCE O OSHA TRENCHING STANDARDS,,
PART 1926 SUBPAR fa A AMENDED.
2) CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL UNDERGROUND
UTILITIES AND PROVIDE ADEQUATE SUPPORT PRIOR CONSTRUCTION.
ALL REQUIRED LANE CLOSURES SHALL O s UNIFORM TRAFFIC
CONTROL -`
4 SEE SHEETS C008—C011 FOR EROSION CONTROL DETAIL,
5) IF PROPOSED SEWER IS INSTALLED WITHIN 12 INCHES, HORIZONTAL OR
VERTICAL, .# L GAS MAIN, THE CONTRACTOR SHALL #r PIEDMONT
NATURAL A iY
6) WETLANDS DELINEATED BY HABITAT ASSESSMENT AND RESTORATION
PROGRAM.
7) CONTRACTOR SHALL INSTALL ANTI-SEEP COLLARS AT BEGINNING AND END
OF DISTURBANCE AND EVERY 50 FEET ALONG THE PROPOSED PIPELINE
WHEN IT LIES WITHIN WETLANDS.
O
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9) WHERE GRADING IS DEPICTED SHOWING FILL OVER THE COMPLETED
PIPELINE, THE CONTRACTOR SHALL ADJUST FINAL GRADE TO MAINTAIN
NATURAL DRAINAGE ACROSS THE SEWER EASEMENT BASED ON NATURAL
CONDITIONS.
MAXIMUM 10) THE ALLOWABLE JOINT DEFLECTION FOR ` Li #. ■. SHALL w..
CONTRACTOR SHALL INSTALL
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No 000399
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221 -05 -657
Job No. File No.
Scales
PLAN ' °Itv
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Vert. 1"=4'
As Built Date
C. C D . ' L D
CIVIL
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134+00 TO 142+00
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MARTIN
MARIE17A CORP
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STI CHARLOTTE MECKLENBURG
1-800-632-4949 UTILITY DEPARTMENT
ff I I ti 17V a. LA., SPECIFICATIONS.
�i
mm
NOTES:
ALL #' ING SHALL BE IN ACCORDANCE O OSHA TRENCHING STANDARDS,,
PART 1926 SUBPAR fa A AMENDED.
2) CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL UNDERGROUND
UTILITIES AND PROVIDE ADEQUATE SUPPORT PRIOR CONSTRUCTION.
ALL REQUIRED LANE CLOSURES SHALL O s UNIFORM TRAFFIC
CONTROL -`
4 SEE SHEETS C008—C011 FOR EROSION CONTROL DETAIL,
5) IF PROPOSED SEWER IS INSTALLED WITHIN 12 INCHES, HORIZONTAL OR
VERTICAL, .# L GAS MAIN, THE CONTRACTOR SHALL #r PIEDMONT
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WHEN IT LIES WITHIN WETLANDS.
O
FOR YORK COUNTY, PANEL * 0
9) WHERE GRADING IS DEPICTED SHOWING FILL OVER THE COMPLETED
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CONDITIONS.
MAXIMUM 10) THE ALLOWABLE JOINT DEFLECTION FOR ` Li #. ■. SHALL w..
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No 000399
4`
221 -05 -657
Job No. File No.
Scales
PLAN ' °Itv
PROFILE Nor. 11,,40,
Vert. 1"=4'
As Built Date
C. C D . ' L D
CIVIL
FORCE MAIN PLAN AND PROFILE
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North Carolina Board of Examiners for Engineers and Surveyors License No: F -0785
CHARLO'T'TE - MECKLENBURG
UTILITY DEPARTMENT
ENGINEERING DIVISION
CHARLOTTE, NORTH CAROLINA
221 -05 -657 STEELE CREEK PUMPING STATION
Job No. File No.
Scales REPLACEMENT PROJECT
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UTILITIES AND PROVIDE ADEQUATE SUPPORT PRIOR TO CONSTRUCTION.
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4) SEE SHEETS C008 —0011 FOR EROSION CONTROL DETAIL.
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BROWN AND CALDWELL
Environmental Engineering and Consulting
309 East Morehead Street, Suite 160, Charlotte, North Carolina 28202 (704) 358 -7204
North Carolina Board of Examiners for Engineers and Surveyors License No: F -0785
CHARLO'T'TE - MECKLENBURG
UTILITY DEPARTMENT
ENGINEERING DIVISION
CHARLOTTE, NORTH CAROLINA
221 -05 -657 STEELE CREEK PUMPING STATION
Job No. File No.
Scales REPLACEMENT PROJECT
PLAN 1"=40'
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As Built Date 142 +00 TO 147+00
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UTILITY DEPARTMENT
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BROWN AND CALDWELL
Environmental Engineering and Consulting
309 East Morehead Street, Suite 160, Charlotte, North Carolina 28202 (704) 358 -7204
North Carolina Board of Examiners for Engineers and Surveyors License No: F -0785
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UTILITY DEPARTMENT
ENGINEERING DIVISION
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221 -05 -657 STEELE CREEK PUMPING STATION
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N/F 1 ) ALL SHORING SHALL BE IN ACCORDANCE TO OSHA TRENCHING
STA. 260+23.87 STANDARDS, PART 1926 SUBPART P, AS AMENDED.
TBMI25A A 20508102 11.25* VERTICAL 2) CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL
RR SPIKE IN TREE JOHN S. MILLER, FAMILY LP BEND STA. 260+44.17 UNDERGROUND UTILITIES AND PROVIDE ADEQUATE SUPPORT PRIOR TO
FIFV= !;.-T5_17" DEED BOOK 9570 PG 326 90* BEND nnIK1c1_rn1 11--rint'l
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NF
JOHN JOHN Sa JR
REBECCA B. MILLER
277-4-00
NOTES:
1) ALL SHORING SHALL BE IN ACCORDANCE TO OSHA TRENCHING
STANDARDS, PART 1926 SUBPART P, AS AMENDED.
2) CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL
UNDERGROUND UTILITIES AND PROVIDE ADEQUATE SUPPORT PRIOR TO
CONSTRUCTION.
3) ALL REQUIRED LANE CLOSURES SHALL FOLLOW THE UNIFORM TRAFFIC
CONTROL MANUAL.
4) SEE SHEETS C008—CO11 FOR EROSION CONTROL DETAIL.
5) IF PROPOSED SEWER IS INSTALLED WITHIN 12 INCHES, HORIZONTAL OR
VERTICAL, FROM A GAS MAIN, THE CONTRACTOR SHALL INFORM
PIEDMONT NATURAL GAS COMPANY.
6) WETLANDS DELINEATED BY HABITAT ASSESSMENT AND RESTORATION
PROGRAM.
7) CONTRACTOR SHALL INSTALL ANTI —SEEP COLLARS AT BEGINNING AND
END OF DISTURBANCE AND EVERY 50 FEET ALONG THE PROPOSED
PIPELINE WHEN IT LIES WITHIN WETLANDS.
8) FLOODPLAIN DATA OBTAINED FROM FIRM (FLOOD INSURANCE RATE MAP)
FOR MECKLENBURG COUNTY, PANEL NO. 3710443900J.
9) WHERE GRADING IS DEPICTED SHOWING FILL OVER THE COMPLETED
PIPELINE, THE CONTRACTOR SHALL ADJUST FINAL GRADE TO MAINTAIN
NATURAL DRAINAGE ACROSS THE SEWER EASEMENT BASED ON NATURAL
CONDITIONS.
10) THE MAXIMUM ALLOWABLE JOINT DEFLECTION FOR ALL JOINTS SHALL BE
50% OF PIPE MANUFACTURER'S MAXIMUM RECOMMENDED DEFLECTION.
1 1) CONTRACTOR SHALL NOT INSTALL FITTINGS IN LIEU OF DEFLECTING
JOINTS PRIOR TO SUBMITTING CALCULATIONS FOR RESTRAINT
REQUIREMENTS' TO THE ENGINEER AND RECEIVING WRITTEN P OVA
FROM THE ENGINEER TO INSTALL FITTINGS. I
SEAL
027457
221-05-657 CREEK PUMPING STATION,
•• No. File - •
REPLACEMENT r r
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JOHN JOHN Sa JR
REBECCA B. MILLER
277-4-00
NOTES:
1) ALL SHORING SHALL BE IN ACCORDANCE TO OSHA TRENCHING
STANDARDS, PART 1926 SUBPART P, AS AMENDED.
2) CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL
UNDERGROUND UTILITIES AND PROVIDE ADEQUATE SUPPORT PRIOR TO
CONSTRUCTION.
3) ALL REQUIRED LANE CLOSURES SHALL FOLLOW THE UNIFORM TRAFFIC
CONTROL MANUAL.
4) SEE SHEETS C008—CO11 FOR EROSION CONTROL DETAIL.
5) IF PROPOSED SEWER IS INSTALLED WITHIN 12 INCHES, HORIZONTAL OR
VERTICAL, FROM A GAS MAIN, THE CONTRACTOR SHALL INFORM
PIEDMONT NATURAL GAS COMPANY.
6) WETLANDS DELINEATED BY HABITAT ASSESSMENT AND RESTORATION
PROGRAM.
7) CONTRACTOR SHALL INSTALL ANTI —SEEP COLLARS AT BEGINNING AND
END OF DISTURBANCE AND EVERY 50 FEET ALONG THE PROPOSED
PIPELINE WHEN IT LIES WITHIN WETLANDS.
8) FLOODPLAIN DATA OBTAINED FROM FIRM (FLOOD INSURANCE RATE MAP)
FOR MECKLENBURG COUNTY, PANEL NO. 3710443900J.
9) WHERE GRADING IS DEPICTED SHOWING FILL OVER THE COMPLETED
PIPELINE, THE CONTRACTOR SHALL ADJUST FINAL GRADE TO MAINTAIN
NATURAL DRAINAGE ACROSS THE SEWER EASEMENT BASED ON NATURAL
CONDITIONS.
10) THE MAXIMUM ALLOWABLE JOINT DEFLECTION FOR ALL JOINTS SHALL BE
50% OF PIPE MANUFACTURER'S MAXIMUM RECOMMENDED DEFLECTION.
1 1) CONTRACTOR SHALL NOT INSTALL FITTINGS IN LIEU OF DEFLECTING
JOINTS PRIOR TO SUBMITTING CALCULATIONS FOR RESTRAINT
REQUIREMENTS' TO THE ENGINEER AND RECEIVING WRITTEN P OVA
FROM THE ENGINEER TO INSTALL FITTINGS. I
SEAL
027457
221-05-657 CREEK PUMPING STATION,
•• No. File - •
REPLACEMENT r r

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SCALE IN FEET
MATTED AND MAINTAINED
EE DETAIL EC 11CO08
r'
287-4-00
NOTES:
1) ALL SHORING SHALL BE IN ACCORDANCE TO OSHA TRENCHING
STANDARDS, PART 1926 SUBPART P, AS AMENDED.
2) CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL
UNDERGROUND UTILITIES AND PROVIDE ADEQUATE SUPPORT PRIOR TO
CONSTRUCTION.
3) ALL REQUIRED LANE CLOSURES SHALL FOLLOW THE UNIFORM TRAFFIC
CONTROL MANUAL.
4) SEE SHEETS C008 —0011 FOR EROSION CONTROL DETAIL.
5) IF PROPOSED SEWER IS INSTALLED WITHIN 12 INCHES, HORIZONTAL OR
VERTICAL, FROM A GAS MAIN, THE CONTRACTOR SHALL INFORM
PIEDMONT NATURAL GAS COMPANY.
6) WETLANDS DELINEATED BY HABITAT ASSESSMENT AND RESTORATION
PROGRAM.
7) CONTRACTOR SHALL INSTALL ANTI —SEEP COLLARS AT BEGINNING AND
END OF DISTURBANCE AND EVERY 50 FEET ALONG THE PROPOSED
PIPELINE WHEN IT LIES WITHIN WETLANDS.
8) FLOODPLAIN DATA OBTAINED FROM FIRM (FLOOD INSURANCE RATE MAP)
FOR MECKLENBURG COUNTY, PANEL NO. 3710443900J.
9) WHERE GRADING IS DEPICTED SHOWING FILL OVER THE COMPLETED
PIPELINE, THE CONTRACTOR SHALL ADJUST FINAL GRADE TO MAINTAIN
NATURAL DRAINAGE ACROSS THE SEWER EASEMENT BASED ON NATURAL
CONDITIONS.
10) THE MAXIMUM ALLOWABLE JOINT DEFLECTION FOR ALL JOINTS SHALL BE
50% OF PIPE MANUFACTURER'S MAXIMUM RECOMMENDED DEFLECTION.
1 1) CONTRACTOR SHALL NOT INSTALL FITTINGS IN LIEU OF DEFLECTING
JOINTS PRIOR TO SUBMITTING CALCULATIONS FOR RESTRAINT
REQUIREMENTS TO THE ENGINEER AND RECEIVING WRITTEN APP OVAL
FROM THE ENGINEER TO INSTALL FITTINGS.
1
60' PERMANENT SSWR EASEMENT
r
I 1 112/131 SAS I UPDATED DRAWING NOTES I
No. I Date I By
Revision
• ••�Fts S /off; •�
/CALL E ORE Youoo- CONSTRUCTION SHALL BE IN R�
STO 9`
ACCORDANCE WITH SEAL
CHARLOTTE MECKLENBURG 027457
1 -800- 632 -4949 UTILITY DEPARTMENT
\OID UTILITY DAMAGE STANDARD SPECIFICATIONS.
'•FNGtNE��•.
BROWN AND CALDWELL
Environmental Engineering and Consulting
309 East Morehead Street, Suite 160, Charlotte, North Carolina 28202 (704) 358 -7204
North Carolina Board of Examiners for Engineers and Surveyors License No: F -0785
CHARLOTTE - MECKLENBURG
UTILITY DEPARTMENT
ENGINEERING DIVISION
CHARLOTTE, NORTH CAROLINA
221 -05 -657 STEELE CREEK PUMPING STATION
Job No. Scales File No. REPLACEMENT PROJECT
PLAN 1"=40'
PROFILE 1 " =40'
Hor. CIVIL
Vert. 1 "=4' FORCE MAIN PLAN AND PROFILE
277 +00 TO 287 +00
LDSI C. MCDONALD C. MCDONALD
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MATTED AND MAINTAINED
EE DETAIL EC 11CO08
r'
287-4-00
NOTES:
1) ALL SHORING SHALL BE IN ACCORDANCE TO OSHA TRENCHING
STANDARDS, PART 1926 SUBPART P, AS AMENDED.
2) CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL
UNDERGROUND UTILITIES AND PROVIDE ADEQUATE SUPPORT PRIOR TO
CONSTRUCTION.
3) ALL REQUIRED LANE CLOSURES SHALL FOLLOW THE UNIFORM TRAFFIC
CONTROL MANUAL.
4) SEE SHEETS C008 —0011 FOR EROSION CONTROL DETAIL.
5) IF PROPOSED SEWER IS INSTALLED WITHIN 12 INCHES, HORIZONTAL OR
VERTICAL, FROM A GAS MAIN, THE CONTRACTOR SHALL INFORM
PIEDMONT NATURAL GAS COMPANY.
6) WETLANDS DELINEATED BY HABITAT ASSESSMENT AND RESTORATION
PROGRAM.
7) CONTRACTOR SHALL INSTALL ANTI —SEEP COLLARS AT BEGINNING AND
END OF DISTURBANCE AND EVERY 50 FEET ALONG THE PROPOSED
PIPELINE WHEN IT LIES WITHIN WETLANDS.
8) FLOODPLAIN DATA OBTAINED FROM FIRM (FLOOD INSURANCE RATE MAP)
FOR MECKLENBURG COUNTY, PANEL NO. 3710443900J.
9) WHERE GRADING IS DEPICTED SHOWING FILL OVER THE COMPLETED
PIPELINE, THE CONTRACTOR SHALL ADJUST FINAL GRADE TO MAINTAIN
NATURAL DRAINAGE ACROSS THE SEWER EASEMENT BASED ON NATURAL
CONDITIONS.
10) THE MAXIMUM ALLOWABLE JOINT DEFLECTION FOR ALL JOINTS SHALL BE
50% OF PIPE MANUFACTURER'S MAXIMUM RECOMMENDED DEFLECTION.
1 1) CONTRACTOR SHALL NOT INSTALL FITTINGS IN LIEU OF DEFLECTING
JOINTS PRIOR TO SUBMITTING CALCULATIONS FOR RESTRAINT
REQUIREMENTS TO THE ENGINEER AND RECEIVING WRITTEN APP OVAL
FROM THE ENGINEER TO INSTALL FITTINGS.
1
60' PERMANENT SSWR EASEMENT
r
I 1 112/131 SAS I UPDATED DRAWING NOTES I
No. I Date I By
Revision
• ••�Fts S /off; •�
/CALL E ORE Youoo- CONSTRUCTION SHALL BE IN R�
STO 9`
ACCORDANCE WITH SEAL
CHARLOTTE MECKLENBURG 027457
1 -800- 632 -4949 UTILITY DEPARTMENT
\OID UTILITY DAMAGE STANDARD SPECIFICATIONS.
'•FNGtNE��•.
BROWN AND CALDWELL
Environmental Engineering and Consulting
309 East Morehead Street, Suite 160, Charlotte, North Carolina 28202 (704) 358 -7204
North Carolina Board of Examiners for Engineers and Surveyors License No: F -0785
CHARLOTTE - MECKLENBURG
UTILITY DEPARTMENT
ENGINEERING DIVISION
CHARLOTTE, NORTH CAROLINA
221 -05 -657 STEELE CREEK PUMPING STATION
Job No. Scales File No. REPLACEMENT PROJECT
PLAN 1"=40'
PROFILE 1 " =40'
Hor. CIVIL
Vert. 1 "=4' FORCE MAIN PLAN AND PROFILE
277 +00 TO 287 +00
LDSI C. MCDONALD C. MCDONALD
Surveyed By Designed By Drawn By
Drawing N
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Project —Engr Approved By Date

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VOID U11LIW DAMAGE STANDARD SPECIFICATIONS.
(TBMI28
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III
NOTES:
1) ALL SHORING SHALL BE IN ACCORDANCE TO OSHA TRENCHING
STANDARDS, PART 1926 SUBPART P, AS AMENDED.
2) CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL
UNDERGROUND UTILITIES AND PROVIDE ADEQUATE SUPPORT PRIOR TO
CONSTRUCTION.
3) ALL REQUIRED LANE CLOSURES SHALL FOLLOW THE UNIFORM TRAFFIC
CONTROL MANUAL.
4) SEE SHEETS C008 —0011 FOR EROSION CONTROL DETAIL.
5) IF PROPOSED SEWER IS INSTALLED WITHIN 12 INCHES, HORIZONTAL OR
VERTICAL, FROM A GAS MAIN, THE CONTRACTOR SHALL INFORM
PIEDMONT NATURAL GAS COMPANY.
6) WETLANDS DELINEATED BY HABITAT ASSESSMENT AND RESTORATION
PROGRAM.
7) CONTRACTOR SHALL INSTALL ANTI —SEEP COLLARS AT BEGINNING AND
END OF DISTURBANCE AND EVERY 50 FEET ALONG THE PROPOSED
PIPELINE WHEN IT LIES WITHIN WETLANDS.
8) FLOODPLAIN DATA OBTAINED FROM FIRM (FLOOD INSURANCE RATE MAP)
FOR MECKLENBURG COUNTY, PANEL NO. 3710443900J,
9) WHERE GRADING IS DEPICTED SHOWING FILL OVER THE COMPLETED
PIPELINE, THE CONTRACTOR SHALL ADJUST FINAL GRADE TO MAINTAIN
NATURAL DRAINAGE ACROSS THE SEWER EASEMENT BASED ON NATURAL
� CONDITIONS.
10) THE MAXIMUM ALLOWABLE JOINT DEFLECTION FOR ALL JOINTS SHALL BE
50% OF PIPE MANUFACTURER'S MAXIMUM RECOMMENDED DEFLECTION.
1 1) CONTRACTOR SHALL NOT INSTALL FITTINGS IN LIEU OF DEFLECTING
��.
JOINTS PRIOR I TO SUBMITTING CALCULATIONS FOR REST INT
REQUIREMENTS TO THE ENGINEER AND RECEIVING WRITT PROVAL
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1 1213 SAS UPDATED EROSION CONTROL FOR SSWR
No. Date By Revision
BROWN AND CALDWELL
Environmental Engineering and Consulting
309 East Morehead Street, Suite 160, Charlotte, North Carolina 28202 (704) 358 -7204
North Carolina Board of Examiners f o r Engineers and Surveyors License No: F -0785
CHARLOTTE -MECKLENBURG
UTILITY DEPARTMENT
ENGINEERING DIVISION
CHARLOTTE, NORTH CAROLINA
221 -05 -657 STEELE CREEK PUMPING STATION
Job No. Scales File No. REPLACEMENT PROJECT
PLAN 1 " =40'
PROFILE 1 " =40'
Hor. CIVIL
Vert. 1 "=4' FORCE MAIN PLAN AND PROFILE
As Built Date 287 +00 TO 294 +00
Drawing No
LDSI C. MCDONALD C. MCDONALD J. FULMER J. FULMER 11/1/13 C33 1
Surveyed By Designed By Drawn By Project —Engr Approved By Date
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®CALL INC ONECALL
BEFORE Y0U DIG CONSTRUCTION SHALL BE IN
STO P ACCORDANCE WITH
CHARLOTTE MECKLENBURG
1 -800- 632 -4949 UTILITY DEPARTMENT
VOID U11LIW DAMAGE STANDARD SPECIFICATIONS.
(TBMI28
RR SPIKE IN
EE
EL= 555.22
STATION 287 +26.04 I FN
AIR RELEASE VALVE
SEE DETAIL FM 1 11C 16 I IF
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I 35 3
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�4
11 ,
'
III
NOTES:
1) ALL SHORING SHALL BE IN ACCORDANCE TO OSHA TRENCHING
STANDARDS, PART 1926 SUBPART P, AS AMENDED.
2) CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL
UNDERGROUND UTILITIES AND PROVIDE ADEQUATE SUPPORT PRIOR TO
CONSTRUCTION.
3) ALL REQUIRED LANE CLOSURES SHALL FOLLOW THE UNIFORM TRAFFIC
CONTROL MANUAL.
4) SEE SHEETS C008 —0011 FOR EROSION CONTROL DETAIL.
5) IF PROPOSED SEWER IS INSTALLED WITHIN 12 INCHES, HORIZONTAL OR
VERTICAL, FROM A GAS MAIN, THE CONTRACTOR SHALL INFORM
PIEDMONT NATURAL GAS COMPANY.
6) WETLANDS DELINEATED BY HABITAT ASSESSMENT AND RESTORATION
PROGRAM.
7) CONTRACTOR SHALL INSTALL ANTI —SEEP COLLARS AT BEGINNING AND
END OF DISTURBANCE AND EVERY 50 FEET ALONG THE PROPOSED
PIPELINE WHEN IT LIES WITHIN WETLANDS.
8) FLOODPLAIN DATA OBTAINED FROM FIRM (FLOOD INSURANCE RATE MAP)
FOR MECKLENBURG COUNTY, PANEL NO. 3710443900J,
9) WHERE GRADING IS DEPICTED SHOWING FILL OVER THE COMPLETED
PIPELINE, THE CONTRACTOR SHALL ADJUST FINAL GRADE TO MAINTAIN
NATURAL DRAINAGE ACROSS THE SEWER EASEMENT BASED ON NATURAL
� CONDITIONS.
10) THE MAXIMUM ALLOWABLE JOINT DEFLECTION FOR ALL JOINTS SHALL BE
50% OF PIPE MANUFACTURER'S MAXIMUM RECOMMENDED DEFLECTION.
1 1) CONTRACTOR SHALL NOT INSTALL FITTINGS IN LIEU OF DEFLECTING
��.
JOINTS PRIOR I TO SUBMITTING CALCULATIONS FOR REST INT
REQUIREMENTS TO THE ENGINEER AND RECEIVING WRITT PROVAL
� Q
FROM THE ENGINEER TO INSTALL FITTINGS.
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MARIE WAY
Af a �w
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1 1213 SAS UPDATED EROSION CONTROL FOR SSWR
No. Date By Revision
BROWN AND CALDWELL
Environmental Engineering and Consulting
309 East Morehead Street, Suite 160, Charlotte, North Carolina 28202 (704) 358 -7204
North Carolina Board of Examiners f o r Engineers and Surveyors License No: F -0785
CHARLOTTE -MECKLENBURG
UTILITY DEPARTMENT
ENGINEERING DIVISION
CHARLOTTE, NORTH CAROLINA
221 -05 -657 STEELE CREEK PUMPING STATION
Job No. Scales File No. REPLACEMENT PROJECT
PLAN 1 " =40'
PROFILE 1 " =40'
Hor. CIVIL
Vert. 1 "=4' FORCE MAIN PLAN AND PROFILE
As Built Date 287 +00 TO 294 +00
Drawing No
LDSI C. MCDONALD C. MCDONALD J. FULMER J. FULMER 11/1/13 C33 1
Surveyed By Designed By Drawn By Project —Engr Approved By Date
a
W TLAND .E Q N
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B -121 ri
0' EXt'STING SSW.R EASEMENT
1 1 :#
._
SCALE IN FEET
®CALL INC ONECALL
BEFORE Y0U DIG CONSTRUCTION SHALL BE IN
STO P ACCORDANCE WITH
CHARLOTTE MECKLENBURG
1 -800- 632 -4949 UTILITY DEPARTMENT
VOID U11LIW DAMAGE STANDARD SPECIFICATIONS.
(TBMI28
RR SPIKE IN
EE
EL= 555.22
STATION 287 +26.04 I FN
AIR RELEASE VALVE
SEE DETAIL FM 1 11C 16 I IF
�s
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I
MATCHLINE
287 +00.00 i a -� a
SEE SHEET C330 0
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SEE SPEC SECTION 02765
RIM x 555.66'
I 35 3
r
F
�4
11 ,
'
III
NOTES:
1) ALL SHORING SHALL BE IN ACCORDANCE TO OSHA TRENCHING
STANDARDS, PART 1926 SUBPART P, AS AMENDED.
2) CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL
UNDERGROUND UTILITIES AND PROVIDE ADEQUATE SUPPORT PRIOR TO
CONSTRUCTION.
3) ALL REQUIRED LANE CLOSURES SHALL FOLLOW THE UNIFORM TRAFFIC
CONTROL MANUAL.
4) SEE SHEETS C008 —0011 FOR EROSION CONTROL DETAIL.
5) IF PROPOSED SEWER IS INSTALLED WITHIN 12 INCHES, HORIZONTAL OR
VERTICAL, FROM A GAS MAIN, THE CONTRACTOR SHALL INFORM
PIEDMONT NATURAL GAS COMPANY.
6) WETLANDS DELINEATED BY HABITAT ASSESSMENT AND RESTORATION
PROGRAM.
7) CONTRACTOR SHALL INSTALL ANTI —SEEP COLLARS AT BEGINNING AND
END OF DISTURBANCE AND EVERY 50 FEET ALONG THE PROPOSED
PIPELINE WHEN IT LIES WITHIN WETLANDS.
8) FLOODPLAIN DATA OBTAINED FROM FIRM (FLOOD INSURANCE RATE MAP)
FOR MECKLENBURG COUNTY, PANEL NO. 3710443900J,
9) WHERE GRADING IS DEPICTED SHOWING FILL OVER THE COMPLETED
PIPELINE, THE CONTRACTOR SHALL ADJUST FINAL GRADE TO MAINTAIN
NATURAL DRAINAGE ACROSS THE SEWER EASEMENT BASED ON NATURAL
� CONDITIONS.
10) THE MAXIMUM ALLOWABLE JOINT DEFLECTION FOR ALL JOINTS SHALL BE
50% OF PIPE MANUFACTURER'S MAXIMUM RECOMMENDED DEFLECTION.
1 1) CONTRACTOR SHALL NOT INSTALL FITTINGS IN LIEU OF DEFLECTING
��.
JOINTS PRIOR I TO SUBMITTING CALCULATIONS FOR REST INT
REQUIREMENTS TO THE ENGINEER AND RECEIVING WRITT PROVAL
� Q
FROM THE ENGINEER TO INSTALL FITTINGS.
f � p
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Af a �w
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Ld
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1 1213 SAS UPDATED EROSION CONTROL FOR SSWR
No. Date By Revision
BROWN AND CALDWELL
Environmental Engineering and Consulting
309 East Morehead Street, Suite 160, Charlotte, North Carolina 28202 (704) 358 -7204
North Carolina Board of Examiners f o r Engineers and Surveyors License No: F -0785
CHARLOTTE -MECKLENBURG
UTILITY DEPARTMENT
ENGINEERING DIVISION
CHARLOTTE, NORTH CAROLINA
221 -05 -657 STEELE CREEK PUMPING STATION
Job No. Scales File No. REPLACEMENT PROJECT
PLAN 1 " =40'
PROFILE 1 " =40'
Hor. CIVIL
Vert. 1 "=4' FORCE MAIN PLAN AND PROFILE
As Built Date 287 +00 TO 294 +00
Drawing No
LDSI C. MCDONALD C. MCDONALD J. FULMER J. FULMER 11/1/13 C33 1
Surveyed By Designed By Drawn By Project —Engr Approved By Date
REQUIREMENTS TO THE ENGINEER AND RECEIVING WRITT PROVAL
� Q
FROM THE ENGINEER TO INSTALL FITTINGS.
f � p
Z 0* ZS 4 =-
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pp.
_. tm Y YYt ffi -'— g I; t 0— M i
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MARIE WAY
Af a �w
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Ld
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1 1213 SAS UPDATED EROSION CONTROL FOR SSWR
No. Date By Revision
BROWN AND CALDWELL
Environmental Engineering and Consulting
309 East Morehead Street, Suite 160, Charlotte, North Carolina 28202 (704) 358 -7204
North Carolina Board of Examiners f o r Engineers and Surveyors License No: F -0785
CHARLOTTE -MECKLENBURG
UTILITY DEPARTMENT
ENGINEERING DIVISION
CHARLOTTE, NORTH CAROLINA
221 -05 -657 STEELE CREEK PUMPING STATION
Job No. Scales File No. REPLACEMENT PROJECT
PLAN 1 " =40'
PROFILE 1 " =40'
Hor. CIVIL
Vert. 1 "=4' FORCE MAIN PLAN AND PROFILE
As Built Date 287 +00 TO 294 +00
Drawing No
LDSI C. MCDONALD C. MCDONALD J. FULMER J. FULMER 11/1/13 C33 1
Surveyed By Designed By Drawn By Project —Engr Approved By Date
MARIE WAY
Af a �w
t. Q a
Ld
IL
fY
1 1213 SAS UPDATED EROSION CONTROL FOR SSWR
No. Date By Revision
BROWN AND CALDWELL
Environmental Engineering and Consulting
309 East Morehead Street, Suite 160, Charlotte, North Carolina 28202 (704) 358 -7204
North Carolina Board of Examiners f o r Engineers and Surveyors License No: F -0785
CHARLOTTE -MECKLENBURG
UTILITY DEPARTMENT
ENGINEERING DIVISION
CHARLOTTE, NORTH CAROLINA
221 -05 -657 STEELE CREEK PUMPING STATION
Job No. Scales File No. REPLACEMENT PROJECT
PLAN 1 " =40'
PROFILE 1 " =40'
Hor. CIVIL
Vert. 1 "=4' FORCE MAIN PLAN AND PROFILE
As Built Date 287 +00 TO 294 +00
Drawing No
LDSI C. MCDONALD C. MCDONALD J. FULMER J. FULMER 11/1/13 C33 1
Surveyed By Designed By Drawn By Project —Engr Approved By Date

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1 -800 -632 -4949 UTILITY DEPARTMENT =v�
avoiD u>7UTY DAMAGE STANDARD SPECIFICATIONS. '�'
BROWN A AND CALDWELL
Environmental Engineering and Consulting
309 East Morehead Street, Suite 160, Charlotte, North Carolina 28202 (704) 358 -7204
North Carolina Board of Examiners for Engineers and Surveyors License No: F -0785
CHARLOTTE - MECKLENBURG
UTILITY DEPARTMENT
ENGINEERING DIVISION
CHARLOTTE, NORTH CAROLINA
221 -05 -657 STEELE CREEK PUMPING STATION
Job No. Scales File No. REPLACEMENT PROJECT
PLAN 1"=40'
PROFILE 1 " =40'
Hor. CIVIL
Vert. 1 " =4' FORCE MAIN PLAN AND PROFILE
As Built Date 304 +00 TO 314 +00
Drawing No
LDSI C. MCDONALD C. MCDONALD J. FULMER J. FULMER 11/1/13 C333
Surveyed By Designed By Drawn By Project —Engr Approved By Date

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Environmental Engineering and Consulting
309 East Morehead Street, Suite 160, Charlotte, North Carolina 28202 (704) 358 -7204
North Carolina Board of Examiners for Engineers and Surveyors License No: F -0785
CHARLOTTE —ME CKLENBURG
UTILITY DEPARTMENT
ENGINEERING DIVISION
CHARLOTTE, NORTH CAROLINA
221 -05 -657 STEELE CREEK PUMPING STATION
Job No. Scales File No. REPLACEMENT PROJECT
PLAN 1"=40'
PROFILE 1 " =40'
Hor. CIVIL
Vert. 1 " =4' FORCE MAIN PLAN AND PROFILE
As Built Date 324 +00 TO 334 +00
Drawing l'
LDSI C. MCDONALD S. SCOTT J. FULMER J. FULMER 11/1/13 C335
Surveyed By Designed By Drawn By Project —Engr Approved By Date
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BROWN AND CALDWELL
Environmental Engineering and Consulting
309 East Morehead Street, Suite 160, Charlotte, North Carolina 28202 (704) 358 -7204
North Carolina Board of Examiners for Engineers and Surveyors License No: F -0785
CHARLOTTE —ME CKLENBURG
UTILITY DEPARTMENT
ENGINEERING DIVISION
CHARLOTTE, NORTH CAROLINA
221 -05 -657 STEELE CREEK PUMPING STATION
Job No. Scales File No. REPLACEMENT PROJECT
PLAN 1"=40'
PROFILE 1 " =40'
Hor. CIVIL
Vert. 1 " =4' FORCE MAIN PLAN AND PROFILE
As Built Date 324 +00 TO 334 +00
Drawing l'
LDSI C. MCDONALD S. SCOTT J. FULMER J. FULMER 11/1/13 C335
Surveyed By Designed By Drawn By Project —Engr Approved By Date

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Job No. Scales File No. REPLACEMENT PROJECT
PLAN 1"=40'
PROFILE 1"=40'
Hor. CIVIL
Vert.
FORCE MAIN PLAN AND PROFILE
As Built Date 334+00 TO 344+00
Drawing No',
LDS( — C. MCDONALD S. SCOTT J. FULMER J. FULMER 11/1/13 C336
Revision Surveyed By Designed By Drawn By Project—Engr Approved By Date

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FENCING GATE
No. Date By Revision
SSMH
RIM: 561.87'
IE (SHELF): 537.73'
30' PERMANENT
ACCESS EASEMENT
RIM: 583.12'
IE (IN: 572,57'
iE (t): 561,92
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SCALE IN FEET
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� ACCESS EASEMENT
NOTES:
1) ALL SHORING SHALL BE IN ACCORDANCE TO OSHA TRENCHING
STANDARDS, PART 1926 SUBPART P, AS AMENDED.
2) CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL
UNDERGROUND UTILITIES AND PROVIDE ADEQUATE SUPPORT PRIOR TO
CONSTRUCTION.
3) ALL REQUIRED LANE CLOSURES SHALL FOLLOW THE UNIFORM TRAFFIC
CONTROL MANUAL.
4) SEE SHEETS C008 —0011 FOR EROSION CONTROL DETAIL.
5) IF PROPOSED SEWER IS INSTALLED WITHIN 12 INCHES, HORIZONTAL OR
VERTICAL, FROM A GAS MAIN, THE CONTRACTOR SHALL INFORM
PIEDMONT NATURAL GAS COMPANY.
6) WETLANDS DELINEATED BY HABITAT ASSESSMENT AND RESTORATION
PROGRAM.
7) CONTRACTOR SHALL INSTALL ANTI —SEEP COLLARS AT BEGINNING AND
END OF DISTURBANCE AND EVERY 50 FEET ALONG THE PROPOSED
PIPELINE WHEN IT LIES WITHIN WETLANDS.
8) FLOODPLAIN DATA OBTAINED FROM FIRM (FLOOD INSURANCE RATE MAP)
FOR MECKLENBURG COUNTY, PANEL NO. 3710443800J.
9) WHERE GRADING IS DEPICTED SHOWING FILL OVER THE COMPLETED
PIPELINE, THE CONTRACTOR SHALL ADJUST FINAL GRADE TO MAINTAIN
NATURAL DRAINAGE ACROSS THE SEWER EASEMENT BASED ON NATURAL
CONDITIONS.
10) THE MAXIMUM ALLOWABLE JOINT DEFLECTION FOR ALL JOINTS SHALL BE
50% OF PIPE MANUFACTURER'S MAXIMUM RECOMMENDED DEFLECTION.
1 1) CONTRACTOR SHALL NOT INSTALL FITTINGS IN LIEU OF DEFLECTING
JOINTS PRIOR TO SUBMITTING CALCULATIONS FOR REST AI T
REQUIREMENTS TO THE ENGINEER AND RECEIVING WRITT N A ROVAL
FROM THE ENGINEER TO INSTALL FITTINGS.
12) FEE SIMPLE AREA TO BE ACQUIRED. �A ��s"CA
' Q:;'!.._
CALL NC ONECALL = :
BEFORE YOU DIG CONSTRUCTION SHALL BE IN s�A�
ACCORDANCE WITH
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027457
CHARLOTTE MECKLENBURG
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1 -800- 632 -4949 UTILITY DEPARTMENT ;'•. .•'�:
\D UTILITY DAMAGE �y•••:cNGINE��•'
STANDARD SPECIFICATIONS. �••;y8'
BROWN AND CALDWELL
Environmental Engineering and Consulting
309 East Morehead Street, Suite 160, Charlotte, North Carolina 28202 (704) 358 -7204
North Carolina Board of Examiners for Engineers and Surveyors License No: F -0785
CHARLOTTE - MECKLENBURG
U'T'ILI'T'Y DEPARTMENT
ENGINEERING DIVISION
CHARLOTTE, NORTH CAROLINA
221 -05 -657 STEELE CREEK PUMPING STATION
Job No. Scales File No. REPLACEMENT PROJECT
PLAN 1 " =40'
PROFILE 1 " =40'
Hor. CIVIL
Vert. 1 " =4' FORCE MAIN PLAN AND PROFILE
344 +00 TO TIE IN
Drawing No
LDSI C. MCDONALD S. SCOTT J. FULMER J. FULMER 11/1/13 C337
Surveyed By Designed By Drawn By Project -Engr Approved By Date

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7
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ARROWOOD
UTILITIES AND MAINTAIN MINIMUM COVER AS
NORFOLK SOUTHERN CORP.
0 -N.4 9846.92 PRESCRIBED BY CMUD OR THE UTILITY OPERATOR.
3
DEED BOOK 2699 PG 130
E: 1421677.25
CALD�ELL
KEYNOTES-
45' �ID BROWN AND
23 LF OF 24" RCP CLASS IV PIPE AT 0.046
G RAVE, L A E
15' WIDE GRAVEL DRIVE (SEE DETAIL E/CO01) Environmental Engineering and Consulting
FT/FT INV. OUT 631.16'
309 East Morehead Street, Suite 160, Charlotte, North Carolina 28202 [phone]
ODOR CONTROL FORCE MAIN SYSTEM
SITE GRAVEL PARKING AND TURNAROUND North Carolina Board of Examiners for Engineers and Surveyors License No: F-0785
AT GRANITE STREET (SEE DRAWINGS 1 1 32 LF OF 48" RCP CLASS IV PIPE AT 0.015
S501, M501 FOR DETAILS) CHAIN LINK FENCE (SEE DETAIL G/C002) FT/FT INV. OUT = 626.34' CHARLOTTE- ECKZ,ENBURG
UTILITY DEPARTMENT
SWING BAR GATE (SEE DETAIL R/CO06)
12' WIDE GRAVEL PIG RETRIEVAL STATION AREA
5 ENGINEERING DIVISION
13 FUTURE FORCEMAIN APPROXIMATE ALIGNMENT 13 FOR ALL EASEMENT DELINEATION IN THE AREA CHARLOTTE, NORTH CAROLINA
60'* FM N:499840.1 1 OF THE ODOR CONTROL AND PIG LAUNCHING 221-05-657 STEELE CREEK PUMPING STATION
E:1421687.13 PIG RETRIEVAL STATION CONNECTIONS AND CONCRETE STATION AND IN REFERENCE TO THE FORCEMAIN, REFER TO DRAWING C309 Job Na Scales File No. REPLACEMENT PROJECT
PADS (SEE DETAIL FM1/CO12) PLAN 1" = 20'
60' FOI,CE 12' WIDE DOUBLE SWING GATE PROFILE Hor. N/A CIVIL
MAIN EASEMEN� STA. 82+28.90 FES2 RIP RAP APRON (SEE DETAIL EC16/C011 Vert. N/A GRA NI TE S TREE T
COMBINATION AIR RELEASE AND As Built Date ODOR CONTROL SYSTEM
VACUUM RELIEF VALVE BEGIN 60" FES 3 RIP RAP APRON (SEE DETAIL EC16/CO11) Drawing No
FM (SEE DETAIL FMI/C012) 2): =Date By Revision LDS! D. VARJABEDIAN D. VARJABEDIAN J. FULMER J. FULMER 11/1/13 C501
N
1 Surveyed By Designed By Drawn By Project—Engr Approved By Date

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1. SEE PLAN AND PROFILE SHEET C319 FOR EROSION AND
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027457
FUL
BROWN AND CALDNViLL
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Environmental Engineering and Consulting
309 East Morehead Street, Suite 160, Charlotte, North Carolina 28202 [phone]
North Carolina Board of Examiners for Engineers and Surveyors License No: F-0785
<P*
CHARLOTTE -MECKLENBURG
UTILITY DEPARTMENT
ENGINEERING DIVISION
CHARLOTTE, NORTH CAROLINA
221-05-657
STEELE CREEK PUMPING STATION
Job No. Scales File No.
REPLACEMENT PROJECT
PLAN 1 = 20'
PROFILE Hor. N/A
CIVIL
Vert. N/A , —NATIONS
FORD ODOR CONTROL SYSTEM
WITH CHEMICAL ADDITION
As Built Date
1
12/13
SAS
ALIGNMENT ADJUSTMENT AT NCDOT CROSSING
LDSI
D. VARJABEDIAN
D. VARJABEDIAN
J.FULMER
J. FULMER
11/1/13
Drawing No
NO.
Date
Revision
Surveyed By
Designed By
I Drawn By
Project—Engr
Approved By
Date
C502

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--- - --- 1. CONTRACTOR MUST VERIFY EXISTING
WATER LINE AND APPURTENANCES
44.
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C-- 1 A -Z -7QN7 1 r7, 0— 1 1 1 -J, 1�1 - 23
2. THE CONTRACTOR SHALL BE
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PAY ALL CMU FEES AND OTHER
RCP PIPE COST.
558.9 9
SDMH THERE SHALL BE NO TAPS, PIPING
GR D
RIM EL= 583.12' BRANCHES, UNAPPROVED BYPASS
IE DROP= 572.57' PIPING OR OTHER WATER USING
IE= 561.92'
as
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IE= 557.71'
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METER AND BACKFLOW PREVENTER.
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A— IF NECESSARY, SLOPES WHICH EXCEED EIGHT (8) FEET SHOULD BE STABILIZED WITH SYNTHETIC OR VEGETATIVE MATS, IN
3e AM ADDITION TO HYDRQSEEDING. IT MAY BE NECESSARY TO INSTALL TEMPORARY SLOPE DRAINS DURING CONSTRUCTION. TEMPORARY
-------- BERMS MAY BE NEEDED DAILY UNTIL THE SLOPE IS BROUGHT TO GRADE.
FM
B- STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION
5 630 ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN FOURTEEN (14) DAYS AFTER WORK HAS
1 D DUE VER SE E T � CEASED, EXCEPT AS STATED BELOW:
I
WHERE STABILIZATION BY THE 14TH DAY IS PRECLUDED BY SNOW COVER OR FROZEN GROUND CONDITIONS STABILIZATION
MARTIN MARIETTA MATERIALS INC. MEASURES MUST BE INITIATED AS SOON AS PRACTICABLE.
DEED BOOK 7667 PG 632
STA. .0(1 (DEED BOOK 2679 PG 599)
COMBINATION NATION AIR RELEASE AND WHERE CONSTRUCTION ACTIVITY ON A PORTION OF THE SITE IS TEMPORARILY CEASED, AND EARTH— DISTURBING ACTIVITIES WILL
��
VACUUM RELIEF VALVE AND DOR BE RESUMED WITHIN 14 DAYS, TEMPORARY STABILIZATION MEASURES DO NOT HAVE TO BE INITIATED ON THAT PORTION OF THE
CONTROL SYSTEM SITE.
BEGIN 60" FM
SEE SHEET CO21 FOR DET ILS '' C— ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED EVERY SEVEN (7) DAYS AND WITHIN 24 HOURS AFTER
EACH RAINFALL OCCURRENCE THAT EXCEEDS ONE —HALF (0.5) INCH. IF SITE INSPECTIONS OR OTHER INFORMATION IDENTIFY BMPS
THAT ARE DAMAGED, INAPPROPRIATELY OR INCORRECTLY INSTALLED, OR NOT OPERATING EFFECTIVELY, THEN MAINTENANCE MUST
BE PERFORMED AS SOON AS PRACTICABLE, OR AS REASONABLY POSSIBLE AND NO LESS THAN 48 HOURS FROM THE TIME OF
k BORING IDENTIFICATION (PREFERABLY BEFORE THE NEXT STORM EVENT).
D— PROVIDE SILT FENCE AND /OR OTHER CONTROL DEVICES AS MAY BE REQUIRED TO CONTROL SOIL EROSION DURING UTILITY
CZ CONSTRUCTION. ALL DISTURBED AREAS SHALL BE CLEANED, GRADED AND STABILIZED WITH GRASSING IMMEDIATELY AFTER THE
UTILITY INSTALLATION. FILL COVER AND TEMPORARY SEEDING AT THE END OF EACH DAY ARE RECOMMENDED. IF WATER IS
ENCOUNTERED WHILE TRENCHING, THE WATER SHOULD BE FILTERED TO REMOVE ANY SEDIMENTS BEFORE BEING PUMPED BACK
0 20 40 INTO ANY STORMWATER SYSTEMS, WATER COURSES AND WATERS OF THE STATE (WOS) OR WATERS OF THE UNITED STATES
o $ s e r
°• . {' ,.h SCALE IN FEET (WOU,S. }.
E— ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION UNTIL THE
a
COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN STABILIZED. ADDITIONAL CONTROL DEVICES
r MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND /OR OFFSITE SEDIMENTATION. ALL TEMPORARY
s 1 CONTROL DEVICES SHALL BE REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED,
F— THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD ONTO PAVED ROADWAY FROM
9 CONSTRUCTION AREAS AND THE GENERATION OF DUST. THE CONTRACTOR SHALL DAILY REMOVE MUD /SOIL FROM PAVEMENT, AS
MAY BE REQUIRED.
G— RESIDENTIAL SUBDIVISIONS REQUIRE EROSION CONTROL FEATURES FOR INFRASTRUCTURE AS WELL AS FOR INDIVIDUAL LOT
.AMY: ,.F.a: ` � ' • �° ° � CONSTRUCTION. INDIVIDUAL PROPERTY OWNERS SHALL FOLLOW THESE PLANS DURING CONSTRUCTION OR OBTAIN APPROVAL OF
AN INDIVIDUAL PLAN IN ACCORDANCE WITH SC REG. 72 -300 SEQ. AND SCR100000.
o ' 15 WIDE g ,
H— TEMPORARY DIVERSION BERMS AND/OR DITCHES WILL BE PROVIDED AS NEEDED DURING CONSTRUCTION TO PROTECT WORK
GRAVEL °. ... �' /
.a° P ..� AREAS FROM UPSLOPE RUNOFF AND /OR DIVERT SEDIMENT LADEN WATER TO APPROPRIATE TRAPS OR STABLE OUTLETS.
DRIVE;$
1— ALL WOS OR WOU.S,, INCLUDING WETLANDS, ARE TO BE FLAGGED OR OTHERWISE CLEARLY MARKED IN THE FIELD. A DOUBLE ROW
OF SILT FENCE IS TO BE INSTALLED IN ALL AREAS WHERE A 50 —FOOT BUFFER CANNOT BE MAINTAINED BETWEEN THE
DISTURBED AREA AND ALL WOS AND A 130 —FOOT MINIMUM BUFFER FOR WQU.S. A 25 —FOOT NO DISTURBANCE ZONE SHALL BE
�} MAINTAINED BETWEEN THE LAST ROW OF SILT FENCE AND ALL WOS AND A MINIMUM 50 —FOOT NO DISTURBANCE ZONE FOR
0 0 o" WOU.S. BUFFERS AND NO DISTURBANCE ZONES SHALL BE MEASURED FROM TOP OF CREEK BANK.
o0� 00/-�� oa/-f� /- s', . � S J— LITTER, CONSTRUCTION DEBRIS, OILS, FUELS AND BUILDING PRODUCTS WITH SIGNIFICANT POTENTIAL FOR IMPACT (SUCH AS
0 ,.R 0 .-, t.! r [^ R f'"° r t"1 t'° ("^ I it \/ 'T` F'S Y'° n T t° t`1 i ! ! A A t'1 !" i", \ n A I f'1 !' Pl R i ("" T t� t 1 /'�T 1 (1 � I f', I 1 i A d ! !'N n i C'` T i 1 A T t^ n E it 1°"1 ['1 t-" (- U t') it C" ['- t7 Tfl C`TP"1 [7 A A t A! n T C ® A A t I c, -r

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As Built
Date
Drawing No
LDSI
S. SCOTT
S. SCOTT
J. FULMER
J. FULMER
11/1/13
MONSIEUR
Surveyed By
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Project—Engr
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Date
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LDSI
S. SCOTT
S. SCOTT
J. FULMER
J. FULMER
11/1/13
MONSIEUR
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Project—Engr
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File No.
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PROJECT
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221-05-657
STEELE CREEK
PUMPING STATION
Job No.
File No.
REPLACEMENT
PROJECT
Scales
PLAN
1" = 40'
PROFILE Hor.
1" = 40'
CIVIL
Vert.
1" = 4'
GRAVITY SEWER
PLAN AND PROFILE
0+00
TO 10+00
As Built
Date
Drawing No
LDSI
S. SCOTT
S. SCOTT
J. FULMER
J. FULMER
11/1/13
C601
Surveyed By
Designed By
.1 Drawn By
Project—Engr
Approved By
Date

rAR
CHARLOTTE—M CKL NBURG
2 2 1 — 0 5 5
Design
BROWN AND C
Environmental Engineering &Consulting
309 East Morehead Street, Suite 100, Charlotte, North Carolina 28202
Vicinity Map
(704) 358 -7204
Project AaII;:9
CALL NC ONECAL:N
BEFORE YOU DIG
STO P
1 -800 -632 -4949
,AVOID UTILITY DAMAGE,
CONSTRUCTION SHALL BE IN ACCORDANCE
WITH CHARLOTTE MECKLENBURG UTILITY
DEPARTMENT STANDARD SPECIFICATIONS.
State of North Carolina
Department of Environment and Natural Resources
Division of Environmental Management
Permit No.
Issue Date:
APPROVALS (SEALS)
w
Project AaII;:9
CALL NC ONECAL:N
BEFORE YOU DIG
STO P
1 -800 -632 -4949
,AVOID UTILITY DAMAGE,
CONSTRUCTION SHALL BE IN ACCORDANCE
WITH CHARLOTTE MECKLENBURG UTILITY
DEPARTMENT STANDARD SPECIFICATIONS.
State of North Carolina
Department of Environment and Natural Resources
Division of Environmental Management
Permit No.
Issue Date:
APPROVALS (SEALS)
X SEAL
027457
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N.C.P.
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S.C.P.E.
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Brown ••'t
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�"..No. C00399 '
N.C.R.L.S. (AS BUILT)
S.C.COA
SUMMARY OF SEWER MAINS & MANHOLES
SIZE
LENGTH
SIZE
LENGTH
60" FM
2,859 LF
48" SS
359 LF
36" FM
32,566 LF
30" SS
1,609 LF
24" FM
422 LF
24" SS
28 LF
60" SS
192 LF
8" SS
1,445 LF
TOTAL NO. OF
MANHOLES: 20
TOTAL NO. FIRE HYDRANTS: N/A
TOTAL NO. LOTS SERVED: N/A
PROJECT NAME: STEELE CREEK PUMPING STATION REPLACMENT
PROJECT NUMBER: 221 -05 -657
DATE OF ACTIVATION:
DATE AS BUILT: BY:

M
Y
0
N
T
d
0
GENERAL
0000 — COVER SHEET
0001 — INDEX OF DRAWINGS
0002 — INDEX SHEET FOR STEELE CREEK FORCE MAIN AND ODOR CONTROL
0003 — GENERAL ABBREVIATIONS
0004 — GENERAL NOTES AND SYMBOLS
0005 — PIPING AND EQUIPMENT ABBREVIATIONS AND DESIGNATIONS
CIVIL
C001 —
STANDARD DETAILS 1
E002
— LEGEND
SYMBOLS
C002
— STANDARD DETAILS 2
— DETAILS
— SHEET
1
C003
— STANDARD DETAILS 3
— SHEET
2
E005
C004
— FORCE MAIN BEDDING
DETAILS
E011 —
PUMPING
C005
— LANDSCAPING DETAILS
E061
— PUMPING
STATION
C006
— LANDSCAPING AND
MISC. DETAILS
STATION
C007
— BIORETENTION DETAILS
— PUMPING
STATION
ELEMENTARY WIRING DIAGRAMS SHEET 1
C008
— EROSION CONTROL
DETAILS 1
ELEMENTARY WIRING DIAGRAMS SHEET 2
E068
C009
— EROSION CONTROL
DETAILS 2
— HVAC ELEMENTARY
DIAGRAM SHEET 2
C010 —
EROSION CONTROL
DETAILS 3
PANEL SCHEDULES
E092
C011 —
EROSION CONTROL
DETAILS 4
E093
— PUMPING
C012 —
GRANITE STREET PIG
RETRIEVAL
AND
PIPING DETAIL
C013 —
NATIONS FORD PIG
RETRIEVAL AND PIPING
DETAIL
C014 —
FORCE MAIN DETAILS
1
STATION
— UPPER LEVEL POWER AND GROUNDING PLAN
E132
C015 —
FORCE MAIN DETAILS
2
E141 —
POWER AND
LIGHTING
C016 —
AIR RELIEF VALVE
DETAIL
STATION
CABLE AND CONDUIT RISER DIAGRAM 1
E182
C017 —
FORCE MAIN OXYGEN INJECTION
VAULT
C018 —
FORCE MAIN OUTLET STRUCTURE
STREET AND NATIONS FORD ODOR CONTROL SYSTEMS
E502
C019 —
FORCE MAIN DETAILS
PIG
LAUNCHING
AND RETRIEVAL
CO20
— FORCE MAIN DETAIL
EMERGENCY
PUMP CONNECTION
CO21 —
STATEVIEW BLVD. PIG RETRIEVAL
AND
PIPING DETIAL
CO22
— SURGE CARV DETAIL
C101 —
PUMPING STATION
SITE
LAYOUT
C102 —
PUMPING STATOIN
SITE
YARD PIPING
C103 —
PUMPING STATION
SITE
PAVING GRADING
AND DRAINAGE
C104 —
PUMPING STATION
SITE
EROSION
AND
SEDIMENT CONTROL PLAN
C105 —
PUMPING STATION
SITE
LANDSCAPE PLAN
C106 —
EXISTING PUMPING
STATION SITE
AND
DEMOLITION PLAN
C201 —
PUMPING STATION
SITE
INFLUENT
SEWER PLAN AND PROFILE
C202
— PUMPING STATOIN
FORCE MAIN YARD
PIPING PLAN AND PROFILE
C301 —
FORCE MAIN PLAN
AND
PROFILE
STA
0 +00 TO 10 +00
C302
— FORCE MAIN PLAN
AND
PROFILE
STA
10 +00 TO 20 +00
C303
— FORCE MAIN PLAN
AND
PROFILE
STA
20 +00 TO 30 +00
C304
— FORCE MAIN PLAN
AND
PROFILE
STA
30 +00 TO 40 +00
C305
— FORCE MAIN PLAN
AND
PROFILE
STA
40 +00 TO 50 +00
C306
— FORCE MAIN PLAN
AND
PROFILE
STA
50 +00 TO 60 +00
C307
— FORCE MAIN PLAN
AND
PROFILE
STA
60 +00 TO 70 +00
C308
— FORCE MAIN PLAN
AND
PROFILE
STA
70 +00 TO 80 +28
C309
— FORCE MAIN PLAN
AND
PROFILE
STA
80 +28 TO 90 +00
C310
— FORCE MAIN PLAN
AND
PROFILE
STA
90 +00 TO 100 +25
C311 —
FORCE MAIN PLAN
AND
PROFILE
STA
100 +25 TO 106 +00
C312
— FORCE MAIN PLAN
AND
PROFILE
STA
106 +00 TO 116 +00
C313
— FORCE MAIN PLAN
AND
PROFILE
STA
116 +00 TO 124 +50
C314
— FORCE MAIN PLAN
AND
PROFILE
STA
124 +50 TO 134 +00
C315
— FORCE MAIN PLAN
AND
PROFILE
STA
134 +00 TO 142 +00
C316
— FORCE MAIN PLAN
AND
PROFILE
STA
142 +00 TO 147 +00
C317
— FORCE MAIN PLAN
AND
PROFILE
STA
147 +00 TO 157 +00
C318
— FORCE MAIN PLAN
AND
PROFILE
STA
157 +00 TO 167 +00
C319
— FORCE MAIN PLAN
AND
PROFILE
STA
167 +00 TO 176 +50
C320
— FORCE MAIN PLAN
AND
PROFILE
STA
176 +50 TO 186 +50
C321
— FORCE MAIN PLAN
AND
PROFILE
STA
186 +50 TO 196 +50
C322
— FORCE MAIN PLAN
AND
PROFILE
STA
196 +50 TO 206 +50
C323
— FORCE MAIN PLAN
AND
PROFILE
STA
206 +50 TO 216 +50
C324
— FORCE MAIN PLAN
AND
PROFILE
STA
216 +50 TO 226 +50
C325
— FORCE MAIN PLAN
AND
PROFILE
STA
226 +50 TO 236 +50
C326
— FORCE MAIN PLAN
AND
PROFILE
STA
236 +50 TO 246 +50
C327
— FORCE MAIN PLAN
AND
PROFILE
STA
246 +50 TO 256 +50
C328
— FORCE MAIN PLAN
AND
PROFILE
STA
256 +50 TO 267 +00
C329
— FORCE MAIN PLAN
AND
PROFILE
STA
267 +00 TO 277 +00
0330
— FORCE MAIN PLAN
AND
PROFILE
STA
277 +00 TO 287 +00
C331
— FORCE MAIN PLAN
AND
PROFILE
STA
287 +00 TO 294 +00
C332
— FORCE MAIN PLAN
AND
PROFILE
STA
294 +00 TO 304 +00
C333
— FORCE MAIN PLAN
AND
PROFILE
STA
304 +00 TO 314 +00
C334
— FORCE MAIN PLAN
AND
PROFILE
STA
314 +00 TO 324 +00
C335
— FORCE MAIN PLAN
AND
PROFILE
STA
324 +00 TO 334 +00
C336
— FORCE MAIN PLAN
AND
PROFILE
STA
334 +00 TO 344 +00
C337
— FORCE MAIN PLAN
AND
PROFILE
STA
344 +00 TO TIE IN
C401
— WESTHALL SEWER
PLAN
AND PROFILE
STATION 0 +00 TO 6 +71
C402
— WESTHALL SEWER
PLAN
AND PROFILE
STATION 6 +71 TO 13 +19
C403
— WESTHALL SEWER
EXISTING CONDITIONS AND DEMOLITION PLAN
C501
— GRANITE STREET ODOR
CONTROL
SYSTEM
C502
— NATIONS FORD ODOR
CONTROL
SYSTEM WITH CHEMICAL ADDITION
C503
— ODOR CONTROL AT FORCE MAIN
OUTLET STRUCTURE
C504
— STATEVIEW BLVD ODOR
CONTROL
SYSTEM
C601
— GRAVITY SEWER PLAN AND PROFILE
STA 0 +00 TO 10 +00
C602
— GRAVITY SEWER PLAN AND PROFILE STA 10 +00 TO 16 +09
PROCESS AND INSTRUMENTATION
P001 — PIPING AND MECHANICAL SYMBOLS
P002 — SYMBOLS AND IDENTIFICATION SYSTEMS
P003 — STANDARD DETAILS 1
P004 — STANDARD DETAILS 2
P100 — SYSTEM ARCHITECTURE
P101 — PUMPING STATION DIAGRAM WASTE WATER PUMPING STATION
P102 — PUMPING STATION DIAGRAM CHEMICAL STORAGE AND FEED SYSTEM
P103 — PUMPING STATION DIAGRAM EMERGENCY GENERATOR FUEL TANK
P104 — PUMPING STATION DIAGRAM WATER SUPPLY SYSTEM
P105 — PUMPING STATION DIAGRAM SUMP PUMPS
P106 — PUMP STATION ODOR CONTROL
P107 — OXYGEN DELIVERY SYSTEM
P501 — GRANITE ST, STATEVIEW BLVD, AND NATIONS FORD
ODOR CONTROL SYSTEMS
P502 — NATIONS FORD REMOTE INTERMEDIATE CHEM STORAGE
P503 — ODOR CONTROL AT FORCE MAIN OUTLET STRUCTURE
STRUCTURAL
S001 — STRUCTURAL NOTES 1
S002 — STRUCTURAL NOTES 2
S003 — STANDARD DETAILS 1
S004 — STANDARD DETAILS 2
S005 — STANDARD DETAILS 3
S006 — STANDARD DETAILS 4
S007 — STANDARD DETAILS 5
S008 — STANDARD DETAILS 6
5009 — STANDARD DETAILS 7
S010 — STANDARD DETAILS 8
S011 — STANDARD DETAILS 9
S012 — STANDARD DETAILS 10
5013 — STANDARD DETAILS 11
S014 — SCHEDULES
S015 — BUILDING CODE CRITERIA
S016 — BUILDING CODE CRITERIA
S111 — LOWER LEVEL PLAN
S121 — INTERMEDIATE LEVEL PLAN
S131 — UPPER LEVEL FRAMING PLAN
S132 — UPPER LEVEL PLAN
S141 — EQUIPMENT PLATFORM FRAMING PLAN
S142 — EQUIPMENT PLATFORM PLAN
S151 — ROOF FRAMING PLAN
S152 — ROOF PLAN
S155 — EXTERIOR ELEVATIONS
S156 — EXTERIOR ELEVATIONS
S161 — SECTIONS AND DETAILS 1
S162 — SECTIONS AND DETAILS 2
S163 — SECTIONS AND DETAILS 3
S165 — SECTIONS AND DETAILS 4
S166 — SECTIONS AND DETAILS 5
S167 — SECTIONS AND DETAILS 6
S168 — SECTIONS AND DETAILS 7
S169 — SECTIONS AND DETAILS 8
S170 — SECTIONS AND DETAILS 9
S201 — FORCE MAIN OUTLET STRUCTURE
S301 — OXYGEN INJECTION VAULT
S501 — GRANITE ST, STATEVIEW BLVD, AND NATIONS FORD
ODOR CONTROL SYSTEMS
S502 — CHEMICAL FEED FACILITY
S503 — ODOR CONTROL FACILITY
MECHANICAL
M001 — PIPE SUPPORT SYSTEMS PIPE ATTACHMENTS AND TABLES
M002 — PIPE SUPPORT SYSTEMS PIPE HANGERS AND GUIDES
M003 — PIPE SUPPORT SYSTEMS STRUCTURAL ATTACHMENTS
M004 — PIPE SUPPORT SYSTEMS PIPE PENETRATIONS
M005 — DRAINAGE PIPING DETAILS
M006 — MISCELLANEOUS DETAILS 1
M007 — MISCELLANEOUS DETAILS 2
M008 — EQUIPMENT MOUNTING DETAILS 1
M009 — EQUIPMENT MOUNTING DETAILS 2
M111 — PUMPING STATION LOWER LEVEL PLAN
M121 — PUMPING STATION INTERMEDIATE LEVEL PLAN
M131 — PUMPING STATION UPPER LEVEL PLAN
M132 — PUMPING STATION ODOR CONTROL PLANS
M133 — PUMPING STATION ODOR CONTROL CHEMICAL FEED SYSTEM
M141 — PUMPING STATION EQUIPMENT PLATFORM
M151 — PUMPING STATION SECTIONS 1
M152 — PUMPING STATION SECTIONS 2
M153 — PUMPING STATION SECTIONS 3
M154 — PUMPING STATION SECTIONS 4
M501 — GRANITE ST, STATEVIEW BLVD, AND NATIONS FORD
ODOR CONTROL SYSTEMS
M502 — NATIONS FORD REMOTE INTERMEDIATE CHEMICAL FEED SYSTEM
M503 — ODOR CONTROL AT FORCE MAIN OUTLET STRUCTURE
M504 — ODOR CONTROL SITE PLAN AT FORCE MAIN OUTLET STRUCTURE
HVAC
H001 — ABBREVIATIONS, SYMBOLS AND SCHEDULES
H002 — STANDARD DETAILS 1
H003 — STANDARD DETAILS 2
H004 — EQUIPMENT SCHEDULES
H101 — AIR FLOW SCHEMATIC 1
H102 — AIR FLOW SCHEMATIC 2
H103 — AIR FLOW SCHEMATIC 3
H111 — LOWER LEVEL PLAN
H121 — INTERMEDIATE LEVEL PLAN
H131 — UPPER LEVEL PLAN
H141 — EQUIPMENT PLATFORM AND GENERATOR ROOM PLANS
H151 — SECTIONS 1
H152 — SECTIONS 2
H153 — SECTIONS 3
H154 — SECTIONS 4
H155 — SECTIONS 5
H156 — SECTIONS 6
H501 — NATIONS FORD REMOTE PLAN AND SECTION
ELECTRICAL
E001
— LEGEND ABBREVIATIONS AND SYMBOLS
E002
— LEGEND
SYMBOLS
E003
— DETAILS
— SHEET
1
E004
— DETAILS
— SHEET
2
E005
— DETAILS
— SHEET
3
E011 —
PUMPING
STATION
ELECTRICAL SITE PLAN
E061
— PUMPING
STATION
DISTRIBUTION SYSTEM — ONE LINE DIAGRAM
E064
— PUMPING
STATION
SWITCHGEAR ELEVATION
E066
— PUMPING
STATION
ELEMENTARY WIRING DIAGRAMS SHEET 1
E067
— PUMPING
STATION
ELEMENTARY WIRING DIAGRAMS SHEET 2
E068
— HVAC ELEMENTARY
DIAGRAMS SHEET 1
E069
— HVAC ELEMENTARY
DIAGRAM SHEET 2
E091
— PUMPING
STATION
PANEL SCHEDULES
E092
— PUMPING
STATION
—PANEL SCHEDULES REMOTE ODOR CONTROL SITES
E093
— PUMPING
STATION
— LIGHTING FIXTURE SCHEDULE AND RISERS
E111 —
PUMPING
STATION
— LOWER LEVEL POWER AND LIGHTING PLAN
E121 —
PUMPING
STATION—
INTERMEDIATE LEVEL — POWER LIGHTING AND GNDING PLAN
E131 —
PUMPING
STATION
— UPPER LEVEL POWER AND GROUNDING PLAN
E132
— PUMPING
STATION
UPPER LEVEL LIGHTING PLAN
E141 —
POWER AND
LIGHTING
PLAN EQUIPMENT PLATFORM
E181 —
PUMPING
STATION
CABLE AND CONDUIT RISER DIAGRAM 1
E182
— PUMPING
STATION
CABLE AND CONDUIT RISER DIAGRAM 2
E501
— GRANITE
STREET AND NATIONS FORD ODOR CONTROL SYSTEMS
E502
— NATIONS
FORD REMOTE
INTERMEDIATE CHEMICAL FEED SYSTEM
E503
— CAROLINA PLACE
ODOR CONTROL AT FORCE MAIN OUTLET STRUCTURE

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No. Date Sy Revision
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co
z°
A
AMPERE
EPR
EVAPORATOR
MG /I
MILLIGRAMS PER LITER
AC
ASPHALTIC CONCRETE
EQ
EQUAL
MIE
MISCELLANEOUS INSTRUMENTATION EQUIPMENT
A/C
AIR CONDITIONING
EQUIP
EQUIPMENT
MILSPEC
MILITARY SPECIFICATION
ACC
AREA CONTROL CENTER
ES
EXISTING SURFACE
MIN
MINIMUM, MINUTE
ACP
ASBESTOS CEMENT PIPE
EWEF
EACH WAY EACH FACE
MJ
MECHANICAL JOINT
ACST
ACOUSTIC
EWT
ENTERING WATER TEMPERATURE
ML
MILLILITER
AF
AIR FILTER
EXG
EXHAUST GRILLE
MME
MISCELLANEOUS MECHANICAL EQUIPMENT
AHU
AIR HANDLING UNIT
EXIST
EXISTING
MOP
MOTOR OPERATOR
AMD
AIR MONITORING DEVICE
G003.
MUL /DIV
MULTIPLY /DIVIDE
ANC
ANCHOR
F
FAHRENHEIT, FACE, FUSE(D)
MV
MUD VALVE, MILLIVOLT
AR
AIR RETURN
FAI
FRESH AIR INTAKE
MX
MIXER
AS
AIR SUPPLY
FB
FLAT BAR, FLOOR BEAM
AV
ANGLE VALVE
FC
FAIL CLOSED
N
NEUTRAL
FCL
FREE CHLORINE
NA
NONAUTOMATIC
BAC
BACTERIOLOGICAL
FCR
FINE CRUSHED ROCK
NAOH
SODIUM HYDROXIDE
BC
BEGINNING OF CURVE
FE
FLQWMETER
N.C.
NORMALLY CLOSED VALVE
BCR
BEGINNING OF CURVE RETURN
FF
FAR FACE
NEG
NEGATIVE
BCOP
BARE COPPER
F—F
FACE TO FACE
NF
NONFUSED
BGAT
BOOLEAN GATE
FH
FIRE HYDRANT, FLATHEAD
N.O.
NORMALLY OPEN VALVE
BF
BLIND FLANGE
FIN
FINISHED
NOX
NITRATES AND NITRITES
BHP
BRAKE HORSEPOWER
FL
FLOW LINE
NPSH
NET POSITIVE SUCTION HEAD
BSN
BAR SCREEN
FLC
FLOCCULATOR
NRS
NONRISING STEM
BUV
BUTTERFLY VALVE
FLP
FLUID POWER UNIT
VDC
VOLTS DIRECT CURRENT
BV
BALL VALVE
FLR
FLOOR
OA
OUTSIDE AIR, OVERALL
VP
VAPOR PRESSURE, VACUUM PUMP
FLT
FILTER
OAI
OUTSIDE AIR INTAKE
CAB
DIRECT BURIAL CABLE
FM
FORCE MAIN
OB
OPPOSED BLADE
CAF
COMBUSTION AIR FAN
FMH
FLEXIBLE METAL HOSE
OL
OVERLOAD
CC
COOLING COIL
FMX
FLASH MIXER
0-0
OUT TO OUT
C--C
CENTER TO CENTER
FO
FAIL OPEN
ORF
ODOR REMOVAL FILTER
CCP
CONCRETE CYLINDER PIPE
FP
FILTER PRESS
ORP
OXIDATION REDUCTION POTENTIAL
CCSP
CONCRETE LINED AND COATED STEEL PIPE
FPC
FLEXIBLE PIPE COUPLING
ORT
ODOR REMOVAL TOWER
CD
CEILING DIFFUSER
FPC —T
FPC TO TAKE TENSION
OSA
OUTSIDE AIR
CDR
CONDUCTOR
FRS
FREEZESTAT
OSC
ODOR SCRUBBER
CDU
CONDENSING UNIT
FS
FLOW SWITCH, FIRESTAT
CED
CEILING EXHAUST DIFFUSER
FT
FLASH TANK
P
PUMP
CER
CEILING EXHAUST REGISTER
PAR
PARALLEL
CF
CUBIC FEET
G
POWER ACTUATED GATE
PC
PLAIN CONCRETE, PIPE COUPLING
CFH
CUBIC FEET PER HOUR
GBV
GLOBE VALVE
PCC
PLANT CONTROL CENTER
CFR
CODE OF FEDERAL REGULATIONS
GDR
GRINDER
PCHV
PINCH VALVE
CHR
CHILLER
GFI
GROUND FAULT INTERRUPTOR
PCP
PLAIN CONCRETE PIPE
CIRC
CIRCUMFERENCE
GPD
GALLONS PER DAY
PC —T
PIPE COUPLING TO TAKE TENSION
CK
CHECKER(ED)
GRDR
GRINDER
PCU
PHOTOELECTRIC CONTROL UNIT
CKPL
CHECKER PLATE
GRT
GROUT
P/E
PNEUMATIC /ELECTRIC
CENTERLINE
?GSP
GALVANIZED STEEL PIPE
PF
POWER FACTOR
CL
CLEARANCE
GV
GATE VALVE
PI
PROPORTIONAL PLUS INTEGRAL CONTROL
CL2
CHLORINE
PID
PROPORTIONAL PLUS INTEGRAL PLUS DERIVATIVE CONTROL
CLDSM
CITY OF CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL
H/A
HAND AUTO
PIVC
POINT OF INTERSECTION ON VERTICAL CURVE
CM
MANUAL CONTROL STATION
HC
HEATING COIL
PL
PROPERTY LINE, PIPELINE, PLATE
CMA
MANUAL —AUTO CONTROL STATION
HEX
HEAT EXCHANGER
PLYWD
PLYWOOD
CIVIC
CEMENT MORTAR COATED
HDPE
HIGH DENSITY POLYETHYLENE PIPE
PNL
PANEL, PANELBOARD
CML
CEMENT MORTAR LINED
HDOT
HEAVY DUTY OILTIGHT
PO4
PHOSPHATE
CMPA
ASBESTOS PROTECTED CORRUGATED METAL PIPE
HG
MERCURY, HAND GRADE
POP
PNEUMATIC OPERATOR
CNTL
CONTROL
HHV
HEAT HOSE VALVE
PP
POWER POLE
CO2
CARBON DIOXIDE
HOA
HAND — OFF —AUTO
PRES
PRESSURE
COD
CHEMICAL OXYGEN DEMAND
HOR
HORIZONTAL
PRD
PRESSURE RELIEF DAMPER
COF
COOLING AIR FAN
HP
HIGH PRESSURE, HIGH POINT, HORSEPOWER
PRV
PRESSURE REGULATING (REDUCING) (RELIEF) VALVE
COM
COMMINUTOR
HR
HANDRAIL, HEAT RESERVOIR
PRS
PRESSURE REDUCING STATION
CON
CONVEYOR
HSS
HIGH SIGNAL SELECT
PS
PRESSURE SWITCH, PRESSURE SENSOR
COND
CONDUCTIVITY
HTV
HIGH TEMPERATURE VENT
PSIA
POUND PER SQUARE INCH ABSOLUTE
CJ
CONSTRUCTION JOINT
HV
HOSE VALVE
PSIG
POUNDS PER SQUARE INCH GAGE
CONT
CONTINUED
H/V
HEATING AND VENTILATING
PV
PLUG VALVE, PROCESS VARIABLE
CP
COMPRESSOR
HVAC
HEATING, VENTILATING AND AIR CONDITIONING
PVL
PRESSURE VESSEL
CPVC
CHLORINATED POLYVINYL CHLORIDE
HWTR
HIGH WATER
PVT
PAVEMENT
CR
CONDUIT RACK
HYDT
HYDRANT
CRF
CHEMICAL FEEDER
Q
RATE OF FLOW
CRN
CRANE
ICN
INCINERATOR
QCPLG
QUICK COUPLING
CREJ
CORRUGATED RUBBER EXPANSION JOINT
IF
INSIDE FACE
CSD
CEILING SUPPLY DIFFUSER
IL
INDICATING LAMP
R
RADIUS
CTF
CENTRIFUGE
INF
INFLUENT
RA
RETURN AIR
CTR
CONTRACTOR, CONTROL UNIT
INS
INSULATE(D)(ION)
RAF
ROLL TYPE AIR FILTER
CV
CONTROL VALVE
INTER
INTERMEDIATE
RCP
REINFORCED CONCRETE PIPE
INT
INTERIOR
RCR
RECORDER
DB
DUCT BANK
INV
INVERT
REC
RECEIVER
DE
DENSITY METER
IT
INSTRUMENT TAP
RECD
RECEIVED
DF
DRINKING FOUNTAIN
RECP
RECEPTACLE
DFD
DUCT FIRE DAMPER
JST
JOIST
RED
REDUCE(R)
DG
DOOR GRILLE
REG
REGULATOR
DIP
DUCTILE IRON PIPE
K
KIP (1000 POUNDS)
REL
RELAY
DM
DAMPER MOTOR
KV
KILOVOLT
RT
RIGHT
DR
DRAIN ROCK
KVA
KILOVOLT AMPERE
RTP
REINFORCED THERMOSET PLASTIC
DT
DRAIN TRAP
KVAR
KILOVAR
RTU
REMOTE TERMINAL UNIT
DWF
DRY WEATHER FLOW
KW
KILOWATT
RGS
RIGID GALVANIZED STEEL
RL
REDUCED LEVEL
EA
EXHAUST AIR
LAT
LEAVING AIR TEMPERATURE, LATERAL, LATITUDE
RWL
RAINWATER LEADER
EAT
ENTERING AIR TEMPERATURE
LEL
LOWER EXPLOSIVE LIMIT
EAU
ENGINE ALTERNATOR UNIT
LOS
LOCKOUT STOP
S
SOUTH, SILENCER
EC
END OF CURVE
LS
LIMIT SWITCH
SB
SIGNAL BOX
ED
EXTRACTOR DAMPER, EQUIPMENT DRAIN
SCR
SCRUBBER
EE
EACH END
MBH
THOUSAND BTU'S PER HOUR
SD
SPLITTER DAMPER, SMOKE DETECTOR
EFF
EFFLUENT
MCC
MOTOR CONTROL CENTER
SEP
SEPARATOR
EG
EXHAUST GRILLE
MCM
THOUSAND CIRCULAR MILLS
SG
SUPPLY GRILLE, SLUICE GATE
EJ
EXPANSION JOINT
MCU
MASTER CONTROL UNIT
SI
SPEED INCREASER
EL
ELEVATION
MD
MOTORIZED DAMPER
SIM
SIMILAR
ELL
ELBOW
MEE
MISCELLANEOUS ELECTRICAL EQUIPMENT
SL
SLOPE
EMBD
EMBEDDED
MGD
MILLION GALLONS PER DAY
SLG
SLIDE GATE
E/P
ELECTRIC /PNEUMATIC
SN
SCREEN
SP
SPACE, SET POINT, STATIC PRESSURE
SPG SPACING
SPT SOUND POWERED TELEPHONE
S02 SULFUR DIOXIDE
SPL SPLICE
SR SPEED REDUCER
SRV SAFETY RELIEF VALVE
SRG SPLIT—RANGING
SS STAINLESS STEEL, SANITARY SEWER, SPEED SELECTOR
SSC SOLID STATE CONTROLLER
SSFH STAINLESS STEEL FLAT HEAD
SSK SERVICE SINK
SSWR SANITARY SEWER
ST START
STD STANDARD
STGA STARTING AIR
SUB SUBSTITUTE
SWB SWITCHBOARD NOTES:
SYM SYMMETRICAL
WC WATER CLOSET, WATER COLUMN
WCO WALL CLEANOUT
WEG WALL EXHAUST GRILLE
WER WALL EXHAUST REGISTER
WF WIDE FLANGE
WG WASTE GAS
WSR WALL SUPPLY REGISTER, WASHER
WSTP WATERSTOP
WT WATERTIGHT
WWF WELDED WIRE FABRIC, WET WEATHER FLOW
X SPARE CONDUIT
XLP CROSS LINKED POLYETHYLENE
XP EXPLOSIONPROOF _ %
1.
ADDITIONAL ABBREVIATIONS ARE DEFINED IN
TP
TANGENT POINT
ANSI Y1.1 -1972.
TB
TERMINAL BOX
T/B
TOP OF BANK
2.
ABBREVIATIONS FOR PIPING SYSTEMS ARE
SPECIFIED IN SECTION 15050.
TBN
TURBINE
T/C
TOP OF CURB
3.
ADDITIONAL ABBREVIATIONS ARE SHOWN ON
TCL
TOTALLY CLOSED
DRAWINGS G004 AND G005.
TCP
TEMPERATURE CONTROL PANEL
TD
TIME DELAY RELAY
4.
ABBREVIATIONS IN SPECIFICATION SECTION
15050, DRAWINGS G004 AND G005 TAKE
TFR
TRANSFORMER
PRECEDENT OVER THOSE SHOWN ON DRAWING
TOA
TEST —OFF —AUTO
G003.
TOC
TOTAL ORGANIC CARBON
TPG
TOPPING
5.
SOME ABBREVIATIONS SHOWN HEREON MAY NOT BE
TPLX
TRIPLEXED
USED ON THE CONTRACT DRAWINGS.
TR
TIMING RELAY, STAIR TREAD
TRM
TRANSMITTER
TRN
TRANSDUCER
TRS
TRANSFER SWITCH
TS
TEMPERATURE SWITCH
TV
THERMOSTATIC VALVE
?UL
ULTIMATE LOAD
UN
UNION
UP
UTILITY POLE
UPS
UNINTERRUPTIBLE POWER SUPPLY
US
UTILITY STATION
USS
UNIT SUBSTATION
V
VALVE, VOLTS
VAC
VOLTS ALTERNATING CURRENT
VAR
VARIES, VARIABLE
VC
VERTICAL CURVE
VCP
VITRIFIED CLAY PIPE
VD
VOLUME DAMPER
VDC
VOLTS DIRECT CURRENT
VFT
VACUUM FILTER
VP
VAPOR PRESSURE, VACUUM PUMP
VSC
VARIABLE SPEED COUPLING
VTR
VENT THROUGH ROOF
VV
VARIABLE VOLUME BOX
WC WATER CLOSET, WATER COLUMN
WCO WALL CLEANOUT
WEG WALL EXHAUST GRILLE
WER WALL EXHAUST REGISTER
WF WIDE FLANGE
WG WASTE GAS
WSR WALL SUPPLY REGISTER, WASHER
WSTP WATERSTOP
WT WATERTIGHT
WWF WELDED WIRE FABRIC, WET WEATHER FLOW
X SPARE CONDUIT
XLP CROSS LINKED POLYETHYLENE
XP EXPLOSIONPROOF _ %

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NON - CONNECTING LINES
NEW PIPING CONCRETE
- EXISTING PIPING, EQUIPMENT OR STRUCTURES
EXISTING CONCRETE
EXISTING PIPING TO BE ABANDONED OR REMOVED
UNDER THIS CONTRACT. ABANDONED WHEN NOT IN
CONFLICT WITH NEW CONSTRUCTION WORK.
PRECAST CONCRETE
HANDRAIL
CONCRETE CURB AND GUTTER ?' ° ' ' ° ' `- MORTAR, GROUT OR PLASTER
0. •tP •�w.J. .nk
CONCRETE MOWING STRIP
CONCRETE BLOCK
RETAINING WALL
PAVEMENT IN PLAN (TYPE AS NOTED) BRICK OR CAST IRON
®� — ®-
AC PAVEMENT IN SECTION ' ' °' %/' TERRAZZO OR ARTIFICIAL STONE
- - , /� /',r,r� J, ,
..................
NATURAL GROUND OR GRADE :••:•�•:•�•: ° #•:•�•:•�•:•:•:•: TILE
GRANULAR MATERIAL SUCH AS
CRUSHED ROCK OR GRAVEL GRATING
SPAN
L EMBANKMENT e' ®'e'e'e'e'e'e'e'e'e' °'e
/ddrrd /dardr
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EXPANSION JOINT
CONCRETE STEEL OR STAINLESS STEEL
PAVEMENT
----------- DUMMY CONSTRUCTION JOINT
CONCRETE PAVEMENT ALUMINUM
SL =.01 PIPING SLOPE (.01 FT. VERTICAL TO 1 FT.
HORIZONTAL)
RIGID INSULATION
EXISTING EQUIPMENT OR MATERIALS TO BE
REMOVED UNDER THIS CONTRACT
@ AT NEOPRENE, RUBBER OR PLASTIC
& OR AND --
0 ROUND OR DIAMETER OPENING OR DEPRESSION IN SLAB OR WALL
z ANGLE
OPENING WITH GRATING COVER
CENTER LINE
PLATE OR PROPERTY LINE
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rei`ie %sere
W%0 WITHOUT
11-R JOINT FILLER . . . . WETLAND
TTTZI OR PLASTIC LINING
� WOOD
risrroii
TO BE BUILT FOR FUTURE REMOVAL
CORROSION TEST STATION
INSULATION JOINT WITH TEST STATION
o��� • cA o�;y °Fps R� ®` � ,,' + *• • � .,..A. ®14
4� y
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ANODE WITH TEST STATION
Caldwell = e :2 No. 30916: - SEAL
027457
ANODE WITHOUT TEST STATION r''�• °•.., �, o �' '•,` •' tC Q, ' .`••
i ; � • No. 000399 .® �- " =a •
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EXISTING EASEMENT t % 13 (t �?
BROWN A N D CALDWELL
Environmental Engineering and Consulting
309 East Morehead Street, Suite 160, Charlotte, North Carolina 28202 (704) 358 -7204
(� PROPOSED EASEMENT
'ry North Carolina Board of Examiners for Engineers and Surveyors License Na: F -0785
PROPOSED FEE SIMPLE EASEMENT UTILITY DEPARTMENT
ENGINEERING DIVISION
NOTES: CHARLOTTE, NORTH CAROLINA
1. FOR ADDITIONAL SYMBOLS SEE DRAWINGS P001, P002, 221 -05 -657 STEELE CREEK PUMPING STATION
H001, E001 &E002 Job No' Scales File No, REPLACEMENT PROJECT
2. SYMBOLS ARE FOR REFERENCE ONLY. NOT ALL PLAN N/A
SYMBOLS ARE USED IN THESE CONTRACT DRAWINGS. PROFILE N/A
Hor. GENERAL
N/A
Vert. GENERAL NOTES AND SYMBOLS
As Built Date
Drawing P
N/A J. FULMER D. VARJABEDIAN J. FULMER J. FULMER 11/1/13 G004
[No. Date By Revision Surveyed By Designed By Drawn By Project —Engr Approved By Date
- F0— — O.... -.
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NON - CONNECTING LINES
NEW PIPING CONCRETE
- EXISTING PIPING, EQUIPMENT OR STRUCTURES
EXISTING CONCRETE
EXISTING PIPING TO BE ABANDONED OR REMOVED
UNDER THIS CONTRACT. ABANDONED WHEN NOT IN
CONFLICT WITH NEW CONSTRUCTION WORK.
PRECAST CONCRETE
HANDRAIL
CONCRETE CURB AND GUTTER ?' ° ' ' ° ' `- MORTAR, GROUT OR PLASTER
0. •tP •�w.J. .nk
CONCRETE MOWING STRIP
CONCRETE BLOCK
RETAINING WALL
PAVEMENT IN PLAN (TYPE AS NOTED) BRICK OR CAST IRON
®� — ®-
AC PAVEMENT IN SECTION ' ' °' %/' TERRAZZO OR ARTIFICIAL STONE
- - , /� /',r,r� J, ,
..................
NATURAL GROUND OR GRADE :••:•�•:•�•: ° #•:•�•:•�•:•:•:•: TILE
GRANULAR MATERIAL SUCH AS
CRUSHED ROCK OR GRAVEL GRATING
SPAN
L EMBANKMENT e' ®'e'e'e'e'e'e'e'e'e' °'e
/ddrrd /dardr
°eee'eeeeeeee CHECKER PLATE
EXPANSION JOINT
CONCRETE STEEL OR STAINLESS STEEL
PAVEMENT
----------- DUMMY CONSTRUCTION JOINT
CONCRETE PAVEMENT ALUMINUM
SL =.01 PIPING SLOPE (.01 FT. VERTICAL TO 1 FT.
HORIZONTAL)
RIGID INSULATION
EXISTING EQUIPMENT OR MATERIALS TO BE
REMOVED UNDER THIS CONTRACT
@ AT NEOPRENE, RUBBER OR PLASTIC
& OR AND --
0 ROUND OR DIAMETER OPENING OR DEPRESSION IN SLAB OR WALL
z ANGLE
OPENING WITH GRATING COVER
CENTER LINE
PLATE OR PROPERTY LINE
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W/ WITH
dereiereie /r OPENING WITH CHECKER PLATE COVER
rei`ie %sere
W%0 WITHOUT
11-R JOINT FILLER . . . . WETLAND
TTTZI OR PLASTIC LINING
� WOOD
risrroii
TO BE BUILT FOR FUTURE REMOVAL
CORROSION TEST STATION
INSULATION JOINT WITH TEST STATION
o��� • cA o�;y °Fps R� ®` � ,,' + *• • � .,..A. ®14
4� y
,� ° ° s a • • s • •
I _ :• =
ANODE WITH TEST STATION
Caldwell = e :2 No. 30916: - SEAL
027457
ANODE WITHOUT TEST STATION r''�• °•.., �, o �' '•,` •' tC Q, ' .`••
i ; � • No. 000399 .® �- " =a •
S'/ ✓����p' ° +rs..s••`,Q���� ® ~` �+ss••• +• °• �.,q�w�` ® ® °/�/••••1i71t \��•••�i`oR
r0lftll� i��� ®� ° °f.,,` total FUI t`I'4;.,` ' "` ®,8p FU e'�•,•
EXISTING EASEMENT t % 13 (t �?
BROWN A N D CALDWELL
Environmental Engineering and Consulting
309 East Morehead Street, Suite 160, Charlotte, North Carolina 28202 (704) 358 -7204
(� PROPOSED EASEMENT
'ry North Carolina Board of Examiners for Engineers and Surveyors License Na: F -0785
PROPOSED FEE SIMPLE EASEMENT UTILITY DEPARTMENT
ENGINEERING DIVISION
NOTES: CHARLOTTE, NORTH CAROLINA
1. FOR ADDITIONAL SYMBOLS SEE DRAWINGS P001, P002, 221 -05 -657 STEELE CREEK PUMPING STATION
H001, E001 &E002 Job No' Scales File No, REPLACEMENT PROJECT
2. SYMBOLS ARE FOR REFERENCE ONLY. NOT ALL PLAN N/A
SYMBOLS ARE USED IN THESE CONTRACT DRAWINGS. PROFILE N/A
Hor. GENERAL
N/A
Vert. GENERAL NOTES AND SYMBOLS
As Built Date
Drawing P
N/A J. FULMER D. VARJABEDIAN J. FULMER J. FULMER 11/1/13 G004
[No. Date By Revision Surveyed By Designed By Drawn By Project —Engr Approved By Date

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r► FW . 1 r
1. THIS DRAWING IS GENERAL IN NATURE. SOME DESIGNATIONS SHOWN HEREON MAY NOT BE USED ON THE
CONTRACT DRAWINGS.
2. EXISTING PIPING IS DESIGNATED BY SERVICE WITHOUT IMPLICATION AS TO PIPING MATERIAL, EXISTING
PIPING MATERIAL, IF KNOWN, IS INDICATED SEPARATELY, AND MAY NOT BE THE SAME MATERIAL AS
SPECIFIED FOR NEW PIPING FOR THE SAME SERVICE.
3. SEE PIPING SPECIFICATION SHEETS (PIPE SPECS) IN SPECIFICATION SECTION 15050 FOR PIPING SYSTEM
REQUIRMENTS.
EQUIPMENT DESIGNATIONS
PIPIT SYSTEM
EQUIPMENT
A
AERATION AIR
HOCL
SODIUM HYPOCHLORITE
RAS
RETURN ACTIVATED SLUDGE
AA
AGITATION AIR
HPO
HIGH PRESSURE OXYGEN
RCW
RECYCLE WATER
ACA
ACETIC ACID
HRR
HEAT RESERVOIR RETURN
RCS
RECIRCULATION SLUDGE
A
AERATOR
F
FAN (PROPELLER, CENTRIFUGAL, ETC.)
REC
RECEIVER
ADS
AEROBIC DIGESTED SLUDGE
HRS
HEAT RESERVOIR SUPPLY
RS
RAW SEWAGE
ACC
AIR CONDITIONING COIL (HEATING AND
FLC
FLOCCULATOR
AFE
AIR FLOTATION EFFLUENT
HRW
RECIRCULATING POTABLE HOT WATER
RW
RAW WATER
COOLING)
FLT
FILTER /SILENCER (BLOWERS)
AGA
AGITATION AIR
HW
POTABLE HOT WATER
RWP
RAINWATER PIPE
ACU
AIR CONDITIONING UNIT
FP
FILTER PRESS
AL
ALUM
HR
HYDRAULIC OIL RETURN
(SELF — CONTAINED)
FPU
FLUID POWER UNIT
SCN
SCREEN (BAR, ETC.)
AND
ANAEROBIC DIGESTED SLUDGE
HS
HYDRAULIC OIL SUPPLY
AD
AIR DRYER
FUR
FURNACE
SCR
SCRUBBER
AW
APPLIED WATER
SA
SERVICE AIR
AF
AIR FILTER (VENTILATION AND AIR
SEP
SEPARATOR (SEDIMENTATION STEAM
SCR
SCREENINGS
CONDITIONING ONLY)
SEPARATOR, CYCLONE, STRAINER, ETC.)
SS
SANITARY SEWER
AHC
AIR HANDLING UNIT, WITH COIL
SF
SOFTENER
IA
INSTRUMENT AIR
SE
SECONDARY EFFLUENT
AHU
AIR HANDLING UNIT (SELF — CONTAINED)
GDR
GRINDER
SLR
SILENCER
BA
BACKWASH AIR
IE
INVERT ELEVATION
SEP
SEPTAGE
ASD
ADJUSTABLE SPEED DRIVE
GEN
GENERATOR
SMP
SAMPLER
BW
.BACKWASH WATER
SL
SLUDGE
(MECHANICAL)
GT
GATE (SLUICE, SLIDE, FLAP)
SRV
SURGE RELIEF VALVE
SLW
SEAL WATER
ATP
AIR VALVES FOR VERTICAL TURBINE
ST
SOUND TRAP
SMP
SAMPLES
PUMPS
SUB
SUBSTATION
JW
JACKET WATER
SN
SUPERNATANT
ATS
AUTOMATIC TRANSFER SWITCH
�
SV
SOLENOID OPERATED VALVE
CD
CHEMICAL DRAIN
SSC
SECONDARY SCUM
H
HOIST
SWBD
SWITCHBOARD
CEN
CENTRATE
STD
STORM DRAIN
HDR
HEADER (JET MIXING, AIR DISTRIBUTION,
SWGR
SWITCHGEAR
CF
CENTRIFUGE FEED
SW
SETTLED WATER
ETC.}
CHEM
CHEMICALS
LFG
LOW PRESSURE FERMENTER GAS
SWR
SETTLED WATER RETURN
BLOWER
HEX
HEAT EXCHANGER (RADIATOR,
COF
CHEMICAL OVERFLOW
LOR
LUBE OIL RETURN
SWS
SETTLED WATER SUPPLY
BLR
BOILER
CS
CIRCULATING SLUDGE
LOS
LUBE OIL SUPPLY
BNR
BURNER WASTE GAS, AFTERBURNER,
�
HP
AFTERCOOLER, ETC.}
NEAT PUMP
T
TANK NONPRESSURE TYPE; E.G.; STORAGE,
CV
CHEMICAL VENT
LOW
LUBE OIL WASTE
INCINERATOR, ETC.}
NPR
HOPPER
FUEL, ETC.)
CVT
CENTRIFUGE VENT
LSG
LOW PRESSURE SLUDGE GAS
TD
TANK DRAIN
BP
BACKFLOW PREVENTER
HPU
HYDRAULIC POWER UNIT
TFR
TRANSFORMER
TOF
TANK OVERFLOW
BSN
BAR SCREEN
HTR
HEATER WATER FURNACE, DUCT, ETC.
{ )
TM
TIMER
TE
THICKENER EFFLUENT
HTT
HEAT TRACER TAPE
TRS
TRANSFER SWITCH
D
DRAIN
MG
MIXED GAS
TO
THICKENER OVERFLOW
HV
HAND — OPERATED VALVE (MANUAL)
DCW
DECANT WATER
ML
MIXED LIQUOR
THS
THICKENED SLUDGE
DIW
DEIONIZED WATER
MS
MIXED SLUDGE
TSC
THICKENED SCUM
C
COIL
UH
UNIT HEATER
DS
DIGESTED SLUDGE
MSG
MEDIUM PRESSURE SLUDGE GAS
CDR
CFR
CONDENSER
CHEMICAL FEEDER (LIME SLAKER,
US
UTILITY STATION
DSF
DIESEL FUEL
INJ
INJECTOR (CHLORINE, STEAM, CHEMICAL,
UVM
ULTRAVIOLET DISINFECTION MODULE
DW
DISTILLED WATER
POLY , CHLORINATOR,
ETC.)
DWS
DEWATERED SLUDGE
UDP
UNDERDRAIN PIPE
SULFONATOR, ETC.)
N
NITROGEN
UE
UNDERGROUND ELECTRIC
CHR
CHILLER
NBS
SODIUM NISULFITE
COL
COLLECTOR
VEN
VENTILATOR (GRAVITY ONLY)
NaOCI
SODIUM HYPOCHLQRITE
COM
COMMINUTOR
LVR
LOUVER (ADJUSTABLE ONLY)
VFD
VARIABLE FREQUENCY DRIVE
EA
EXHAUST AIR
NaOH
SODIUM HYDROXIDE (CAUSTIC SODA)
CON
CONVEYOR (BELT, BUCKET
VP
VACUUM PUMP
EL
ELEVATION
NG
NATURAL GAS
VA
VP
VACUUM
PETROLEUM VENT
ELEVATOR, SCREW)
VSD
VARIABLE SPEED DRIVE {DC OR MECHANICAL)
NSL
NUTRIFIED SLUDGE
CP
COMPRESSOR (AIR, GAS, ETC.)
VT
VENT
CRN
CRANE (BRIDGE, JIB, ETC., PLUS
M
MOTOR (ELECTRIC, HYDRAULIC, PNEUMATIC
HOIST— ENGINE PACKAGE)
ENGINE STARTERS, ETC.)
FA
FCL
FOUL AIR
FERRIC CHLORIDE SOLUTION
OF
OVERFLOW
CTF
CENTRIFUGE
MAU
MAKE --UP AIR UNIT
WH
WATER HEATER
FE
FINAL EFFLUENT
OA
OUTSIDE AIR
WAS
WASTE ACTIVATED SLUDGE
CTU
CONTROL UNIT
MCC
MOTOR CONTROL CENTER
WNR
WASHER (GRIT, ETC.}
FL
FLUORIDE
WBW
WASTE BACKWASH WATER
CV
CONTROL VALVE
MEE
MISCELLANEOUS ELECTRICAL EQUIPMENT MME
WSH
OVERLOAD TORQUE SWITCH
FLT
FILTRATE
1W
POTABLE WATER (CITY WATER)
CVR
COVER ( DIGESTER ETC.)
MISCELLANEOUS MECHANICAL EQUIPMENT MOP
WSHH
SHEAR PIN LIMIT SWITCH
FM
FORCE MAIN
1 WS
POTABLE SOFT WATER
CYL
CYLINDER ( PNEUMATIC, ,
MOTOR OPERATOR
WSU
WATER SOFTENER UNIT
FMT
FERMENTATE
PA
POST AERATION AIR
2W
NONPOTABLE CITY WATER
ETC.)
MS
MOISTURE SEPARATOR
FPS
FERMENTED PRIMARY SLUDGE
PAC
POWDERED ACTIVATED CARBON
3W
REUSE WATER (FILTERED EFFLUENT)
MUX
MX
MULTIPLEXER
MIXER (FLASH, EDUCTOR, ETC.)
FS
FTW
FLOTATION SLUDGE
FILTERED WATER
PD
PE
PUMPED DRAINAGE
PRIMARY EFFLUENT
MZU
MULTIZONE UNIT
ZS
LIMIT SWITCH
FW
FINISHED WATER
PHQS
ORTHOPHOSPHATE
DEH
DEHUMIDIFIER
FWW
FILTERED WATER TO WASTE
POL
POLYELECTROLYTE
DIS
DISTRIBUTOR (DIFFUSERS, EDUCTORS,
POL1
POLYMER SYSTEM 1
AIR TYPE, ETC.)
ORT
ODOR REMOVAL TOWER
POL2
POLYMER SYSTEM 2
DPR
DAMPER
POL3
POLYMER SYSTEM 3
DS
DISCONNECT SWITCH
GAS
GASOLINE
PS
PRIMARY SLUDGE
DU
DRIVE UNIT (PRIME MOVER PLUS
GAV
GAS VAPOR RETURN
PSC
PRIMARY SCUM
GEAR, ETC., ENTIRE PACKAGE)
P
PUMP
GC
GAS CIRCULATION
PW
PRESSURIZED WATER
PC
PROCESS OR PERSONAL COMPUTER
GR
GRIT
PCU
PURGE CONTROL UNIT
PEJ
PNEUMATIC EJECTOR
E
ENGINE (TURBINE, DIESEL, GAS, ETC.)
PLC
PROGRAMMABLE LOGIC CONTROLLER
EB
ENGINE— BLOWER MODULE
PNL
PANEL
ED
EDUCTOR
POP
PNEUMATIC OPERATOR
EG
ENGINE— GENERATOR MODULE
PPU
PRESSURIZATION UNIT
EPR
EVAPORATOR
PRV
PRESSURE REGULATING VALVE
PVL
PRESSURE VESSEL (AIR RECEIVERS, ETC.)
r► FW . 1 r
1. THIS DRAWING IS GENERAL IN NATURE. SOME DESIGNATIONS SHOWN HEREON MAY NOT BE USED ON THE
CONTRACT DRAWINGS.
2. EXISTING PIPING IS DESIGNATED BY SERVICE WITHOUT IMPLICATION AS TO PIPING MATERIAL, EXISTING
PIPING MATERIAL, IF KNOWN, IS INDICATED SEPARATELY, AND MAY NOT BE THE SAME MATERIAL AS
SPECIFIED FOR NEW PIPING FOR THE SAME SERVICE.
3. SEE PIPING SPECIFICATION SHEETS (PIPE SPECS) IN SPECIFICATION SECTION 15050 FOR PIPING SYSTEM
REQUIRMENTS.
EQUIPMENT DESIGNATIONS