20060202 Ver 4_Site Plan_20150313

DESIGN COMPANY:
PLANS PREPARED BY: CDM SMITH
ADDRESS: 301 S. McDOWELL STREET — SUITE 512
CHARLOTTE, NORTH CAROLINA 28204
PHONE: [phone]
DATE DESIGN COMPLETED:
SURVEY COMPANY:
SURVEYED BY: BARRY D DAVIS SURVEYING
ADDRESS: 2620 W MAIN STREET
ALBEMARLE, NC 28001
PHONE: [phone]
DATE SURVEY COMPLETED: -
GEOTECHNICAL COMPANY:
SOIL BORINGS BY: TERRACON CONSULTANTS, INC.
ADDRESS: 521 CLEMSON RD.
COLUMBIA, SC 29229
PHONE: [phone]
DATE GEOTECHNICAL WORK COMPLETED: -
ALSO:
SOIL BORINGS BY: —
ADDRESS: —
PHONE: —
DATE GEOTECHNICAL WORK COMPLETED: —
CONTRACTOR:
=ir _'
PHONE:
DATE CONSTRUCTION COMPLETED:
INSPECTOR:
DATE TO SYSTEMS & RECORDS:
BY:
INSIDE CHARLOTTE: ilA YES NO:
ffiall nlowd Loil
CHARLOTTE
W.6TER
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SANITARY. SEWERAGE SYSTEM IMPROVEMENTS
BRIAR CREEK RELIEF
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DAVID GOODE
TOM JOHNSON
JOB N0: 140 -12 -503
DATE OF ACTIVATION:
DATE AS BUILT: BY:
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NCRLS (AS BUILT)
NCPE
NCPE
SUMMARY OF SEWERS AND MANHOLES
SIZE
LENGTH
SIZE
LENGTH
12
523
30
3,051
18
4,968
36
2,835
24
1 2,541
42
3,914
TOTAL
NO. OF MANHOLES: 112
PROJECT NAME:
BRIAR CREEK RELIEF SEWER
PHASE III
JOB N0: 140 -12 -503
DATE OF ACTIVATION:
DATE AS BUILT: BY:
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SHEET
C -6
PLAN AND
NO.
TI TL E
1.
G -1
COVER SHEET
2.
G -2
INDEX OF DRAWINGS
J.
G-3
ABBREVIATIONS, LEGEND
STA
AND
GENERAL NOTES
4.
G -4
KEY TO SHEETS
5.
C -1
PLAN AND PROFILE
STA
STA
0 +00 TO STA 5 +00
6.
C -2
PLAN AND PROFILE
PLAN AND
STA
5 +00 TO STA 10-+-50
7.
C -3
PLAN AND PROFILE
STA 46 +00
STA
10 +50 TO STA 15 +50
8.
C -4
PLAN AND PROFILE
STA
STA
15 +50 TO STA 20+50
9.
C -5
PLAN AND PROFILE
1 PLAN
STA
20 +50 TO STA 25 +00
10.
C -6
PLAN AND
PROFILE
TITLE
STA
25 +00
TO
STA 30 +40
11.
C -7
,PLAN AND
PROFILE
C -20 PLAN
STA
30+40
TO
STA 35 +50
12.
C -8
PLAN AND
PROFILE
STA 113 +50
STA
35 +00
TO
STA 41+00
13.
C -9
PLAN AND
PROFILE
29.
STA
41 +00
TO
STA 46 +00
14.
C -10 PLAN
AND
PROFILE
C -26
STA
46 +00
TO
STA 50 +75
15.
C -1
1 PLAN
AND
PROFILE
PROFILE
STA
50+75
TO
STA 54 +70
16.
C -12 PLAN
AND
PROFILE
S -3 FRP MANHOLES ANTIFLOTA TION SLAB
STA
54 +70
TO
STA 60 +00
17.
C -13 PLAN
AND
PROFILE
STA
STA
60 +00
TO
STA 65+00
18.
C- 14 PLAN
AND
PROFILE
144 +00 TO
STA
65-+-00
TO
STA 69 +00
19.
C -15 PLAN
AND
PROFILE
STA 154 +50
STA
69 +00
TO
STA 74 +00
20.
C -16 PLAN
AND
PROFILE
37.
STA
74+00
TO
STA 79 +00
21.
C -17 PLAN
AND
PROFILE
C -34
STA
79 +00
TO
STA 83 +50
22.
C -18 PLAN
AND
PROFILE
PLAN AND
STA
83 +50
TO
STA 88 +00
SHEET
C -21
PLAN AND
NO.
TITLE
STA
23.
C -19 PLAN
AND PROFILE
PLAN AND
STA 88 +00
TO STA 93+00
24.
C -20 PLAN
AND PROFILE
27.
STA 93+00
TO STA 98+50
25.
C -21
PLAN AND
PROFILE
C -44
STA
98 +50 TO STA 104 +50
26.
C -22
PLAN AND
PROFILE
TCP -5 TRAFFIC CONTROL PLAN AND DETAILS
STA
104 +50 TO
STA 180 +75
27.
C -23
PLAN AND
PROFILE
TCP- -7 TRAFFIC CONTROL PLAN AND DETAILS
STA
108 +75 TO
STA 113 +50
28.
C -24
PLAN AND
PROFILE
TCP -9 TRAFFIC CONTROL PLAN AND DETAILS
STA
113 +50 TO
STA 119 +50
29.
C -25
PLAN AND
PROFILE
TCP- -1 1 TRAFFIC CONTROL PLAN AND DETAILS
STA
119 +50 TO
STA 124 +00
30.
C -26
PLAN AND
PROFILE
S -1 STRUCTURAL NOTES (NOT INCLUDED)
STA
124 +00 TO
STA 129 +00
31.
C -27
PLAN AND
PROFILE
PLANS AND SECTIONS (NOT INCLUDED)
STA
129 +00 TO
STA 133 +50
32.
C -28
PLAN AND
PROFILE
S -3 FRP MANHOLES ANTIFLOTA TION SLAB
STA
133 +50 TO
STA 138 +00
33.
C -29
PLAN AND
PROFILE
STA
138 +00 TO
STA 144 +00
34.
C -30
PLAN AND
PROFILE
STA
144 +00 TO
STA 149 +30
35.
C -31
PLAN AND
PROFILE
STA
149 +30 TO
STA 154 +50
36.
C--32
PLAN AND
PROFILE
STA
154 +50 TO
STA 160 +00
37.
C -33
PLAN AND
PROFILE
STA
160 +00 TO
STA 165+50
38.
C -34
PLAN AND
PROFILE
STA
165+50 TO
STA 175+50
39.
C -35
PLAN AND
PROFILE
STA
170 +50 TO
STA 176 +00
40.
C--36 PLAN AND
PROFILE
STA
176 +00 TO
178 +33
41.
C -37 LATERAL PROFILES
42.
C -38 LATERAL PROFILES
43.
C -39 LATERAL POFILES
44.
C -40 LATERAL PROFILES
m
i
49.
50.
51.
52.
53.
54.
55.
56.
57.
58.
59.
60.
61.
62.
63.
64.
65.
C -43
LATERAL PROFILES
70.
TCP -3 TRAFFIC CONTROL PLAN AND DETAILS
C -44
PAVEMENT REPAIR PLAN
71.
TCP -4 TRAFFIC CONTROL PLAN AND DETAILS
C -45
PAVEMENT REPAIR PLAN
72.
TCP -5 TRAFFIC CONTROL PLAN AND DETAILS
C -46
PAVEMENT REPAIR PLAN
73.
TCP- 6 TRAFFIC CONTROL PLAN AND DETAILS
C -47
PAVEMENT REPAIR PLAN
74.
TCP- -7 TRAFFIC CONTROL PLAN AND DETAILS
C -.48
COVECREEK DRIVE DRAINAGE IMPROVEMENTS
75.
TCP -8 TRAFFIC CONTROL PLAN AND DETAILS
CD -1
EROSION AND SEDIMENT CONTROL PLAN
76.
TCP -9 TRAFFIC CONTROL PLAN AND DETAILS
CD--2
MANHOLE DETAILS
77.
TCP -10 TRAFFIC CONTROL PLAN AND DETAILS
CD -3
MANHOLE DETAILS
78.
TCP- -1 1 TRAFFIC CONTROL PLAN AND DETAILS
CD -4
MISCELLANEOUS MANHOLE DETAILS
79.
TCP -12 TRAFFIC CONTROL PLAN AND DETAILS
CD -5
MISCELLANEOUS MANHOLE DETAILS
80.
S -1 STRUCTURAL NOTES (NOT INCLUDED)
CD -6
MISCELLANEOUS DETAILS
81.
S -2 FRP MANHOLES ANTIFLOTATION SLAB
PLANS AND SECTIONS (NOT INCLUDED)
CD -7
MISCELLANEOUS DETAILS
82.
S -3 FRP MANHOLES ANTIFLOTA TION SLAB
CD--8
MISCELLANEOUS DETAILS
PLANS AND SECTIONS (NOT INCLUDED)
CD -9
MISCELLANEOUS DETAILS
CD -10
SEWER REHAB DETAILS
CD-11
SEWER REHAB DETAILS
CD -12
SEWER REHAB DETAILS
CR -1
SEWER REHABILITATION
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A
DEEP, DEPTH
AFF
ABOVE FINISHED FLOOR
ADD
ADDENDUM
ALUM
ALUMINUM
AL
ARC LENGTH
&
AND
APPROX
APPROXIMATE
@
AT
I*
BS BELL AND SPIGOT
BM BENCH MARK
BET BETWEEN
BLDG BUILDING
C
DEEP, DEPTH
CAP
CAPACITY
CAT V
CAT V CABLE
CB
CATCH BASIN
CI
CAST IRON
CL
CENTER LINE
CV
CHECK VALVE
CO
CLEAN OUT
CLR
CLEARANCE
CMUD
CHARLOTTE MECKLENBURG
DIV
UTILITY DEPARTMENT
CONC
CONCRETE
CONST
CONSTRUCTION
CONT
CONTINUOUS /CONTINUATION
CPP
CORRUGATED PLASTIC PIPE
CT
COURT
CSXT
CSX TRANSPORTATION
CTRL
CONTROL
CU
COPPER
CORP
CORPORATION
CORK
CORRUGATED
CMP
CORRUGATED METAL PIPE
CF
CUBIC FEET
CY
CUBIC YARD
D
ELEVATION
DP
DEEP, DEPTH
DEG
DEGREE
DET
DETAIL
DIA OR 0
DIAMETER
D.B.
DEED BOOK
DIM
DIMENSION
DISCH
DISCHARGE
DMH
DRAINAGE MANHOLE
D
DRAIN
DWG
DRAWING
DIV
DIVISION
DIP
DUCTILE IRON PIPE
DI
DUCTILE IRON
DR
DRIVE
E
FLEXIBLE
E
EAST OR EXTERNAL DISTANCE
EC
EROSION CONTROL
EF
EACH FACE
EW
EACH WAY
ESMT
EASEMENT
ECC
ECCENTRIC
EOP
EDGE OF PAVEMENT
ELB, ELL
ELBOW
ELECT, ELEC
ELECTRIC(AL)
ELEV. OR EL.
ELEVATION
OR ELV.
EMBED.
EMBEDED
EMER
EMERGENCY
EMH
EXISTING MANHOLE
ENCSMT
ENCASEMENT
ENC
ENCLOSE(URE)
ENT
ENTRANCE
EQ
EQUAL
EQUIP
EQUIPMENT
EXIST.
EXISTING
EXP
EXPANSION
EXT
EXTERIOR
IF
18)
FO
FACE OF, FIBER OPTIC CABLE
FOC
FIBER OPTIC CABLE
FT
FEET OR FOOT
FRPM
FIBERGLASS — REINFORCED POLYMER
GR
MORTAR
FPS
FEET PER SECOND
FPT
FEMALE PIPE THREAD
FRP
FIBERGLASS REINFORCED PLASTIC
FIG
FIGURE
FIN
FINISH(ED)
FH
FIRE HYDRANT
FL
FLOWLINE
FLG /FL
FLANGE
FES
FLARED END SECTION
FLEX
FLEXIBLE
FTG
FOOTING
FM
FORCE MAIN
FDN
FOUNDATION
G
STORM DRAIN MANHOLE
GA
GAGE
GPM
GALLONS PER MINUTE
GALV
GALVANIZED
G
GAS
GR
GRADE
GND
GROUND
GSP
GALVANIZED STEEL PIPE
Ai
HT
HWL
HWY
HORZ /HOR
HP
HB
HYD
HVAC
(ice
IN OR "
INC
INDUST
ID
INSUL
I NT
INV
IRR
JT
JCT
J
1
;
T',
T• '
MITI
INNA
N PT
NOM
NRS
N
NIC
NTS
NO. OR #
NS
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Rol
HEIGHT
HIGH WATER LEVEL
HIGHWAY
HORIZONTAL
HIGH POINT
HOSE BIBB
HYDRANT
HEATING VENTILATION AND AIR
CONDITIONING
HEADWALL
INCH(ES)
INCORPORATION
INDUSTRIAL
INSIDE DIAMETER OR DIMENSION
INSULATION, OR INSULATED
INTERIOR
INVERT
IRRIGATION PIPE
JOINT
JUNCTION
JUNCTION BOX
POUNDS
LENGTH
LINEAR FEET
LONG, LENGTH
LONG RADIUS
LOW POINT OR LIGHT POLE
LIGHT
LIMITED
LOW WATER LEVEL
MANHOLE
MANUFACTURER
MATERIAL
MAXIMUM
MECHANICAL
MECHANICAL JOINT
MILLION GALLONS PER DAY
MINIMUM
MISCELLANEOUS
MONUMENT
MEAN WATER LEVEL
�i ♦..� ♦ (iii
• i
f•
PAGE
PAVEMENT
PERCENT
PLAIN END, PERMANENT EASEMENT
POINT OF REVERSE CURVE
POINT OF CURVATURE
POINT OF TANGENT
POLYVINYL CHLORIDE
POUNDS PER CUBIC FOOT
PUSH ON JOINT
POWER POLE
POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCH
POWER
PROPERTY LINE OR PLATE
PRESSURE
PROJECT
PROPOSED
R
RAD OR R RADIUS
RJ
RESTRAINED PUSH ON JOINT
RCBC
REINFORCED CONCRETE BOX
ST
CULVERT
RCP
REINFORCED CONCRETE PIPE
RED
REDUCER
REF
REFERENCE
REF PT
REFERENCE POINT
REINF
REINFORCING OR REINFORCEMENT
REQD
REQUIRED
REV
REVISION
RT
RIGHT
RD
ROAD
R/W OR ROW
RIGHT OF WAY
RWALL
RETAINING WALL
S
STATION
SAN.
SANITARY
SS
SANITARY SEWER
ST
STREET
ST STL
STAINLESS STEEL
S.S.M.H
SANITARY SEWER MANHOLE
SCH
SCHEDULE
SECT
SECTION
SWR.
SEWER
SH or SHT
SHEET
SIM
SIMILAR
S
SOUTH
SO
SQUARE
SF
SQUARE FEET
STD
STANDARD
STA
STATION
STL
STEEL
STRUCT
STRUCTURAL OR STRUCTURE
SD
STORM DRAIN
SDMH
STORM DRAIN MANHOLE
SPEC
SPECIFICATION
SPK, SPR
SPRINKLER
SUCT
SUCTION
SW
SIGNAL WIRE
SWMH
STORM WATER MANHOLE
SYS
SYSTEM
T
T/
TOP
TAE
TEMPORARY ACCESS EASEMENT
TCE
TEMPORARY CONSTRUCTION EASEMENT
TD
TEMPORARY DIVERSION
TEL
TELEPHONE
TAN.
TANGENT
TK
TANK
TEMP
TEMPORARY
THK
THICK OR THICKNESS
THD
THREAD(ED)
TYP
TYPICAL
T & B
TOP & BOTTOM
T.O.S.
TOP OF SLAB
TV
TV CABLE
U
VC
UE
UNDERGROUND
ELECTRIC
UGE
UNDERGROUND
ELECTRIC
U.O.N.
UNLESS OTHERWISE NOTED
U/G
UNDERGROUND
W /LT
UT
UNDERGROUND
TELEPHONE
V
WATER MAIN
WWF
VPC
VERTICAL POINT
OF CURVATURE
VPT
VERTICAL POINT
OF TANGENCY
VPI
VERTICAL POINT
OF INTERSECTION
VER /VERT
VERTICAL
EXISTING PIPELINE ELEVATIONS, LOCATIONS, DIAMETERS, AND MATERIALS PRIOR
VC
VERTICAL CURVE
VCP
VITRIFIED CLAY
PIPE
W
EXISTING
IRON PIN
WHS
WASH HOSE STATION
WL
WATER LINE
W
WIDTH /WEST, WATER MAIN
W/
WITH
W/o
WITHOUT
W /LT
WITH LIGHT
W/T
WITH TELEPHONE
WM
WATER MAIN
WWF
WELDED WIRE FABRIC
WV
WATER VALVE
WY
WAY
Wyk
WING WALL
Y
YD YARD
YH YARD HYDRANT
YI YARD INLET
LEGEND
NOTES
EXISTING
CURB AND GUTTER
---- -- -------- ----- -- -- - - --
1) AT ALL UTILITY CROSSINGS, CONTRACTOR SHALL SUPPORT AND MAINTAIN
15)
ALL VAULTS AND MANHOLES SHALL BE DESIGNED FOR H2O LOADING.
EXISTING UTILITY SERVICE OR REPLACE EXISTING UTILITY AS NEEDED. BYPASS
EXISTING
RIGHT -OF -WAY
PUMPING AND /OR COORDINATION WITH UTILITY OWNER SHALL BE THE
16)
FOR ALL TIE -IN PIPING, CROSSINGS, OR VALVES, CONTRACTOR SHALL VERIFY ALL
RESPONSIBILITY OF THE CONTRACTOR. PIPE MATERIAL SHALL MATCH EXISTING AS
EXISTING PIPELINE ELEVATIONS, LOCATIONS, DIAMETERS, AND MATERIALS PRIOR
EXISTING
PROPERTY LINE
—
DETAILED IN PIPE MATERIAL TABLE SHOWN ON SHEET CD -4.
TO SHOP DRAWING SUBMITTALS, NOTIFYING THE ENGINEER OF ANY CONFLICTS.
EXISTING
IRON PIN
°
2) CONTRACTOR SHALL CONTACT NC ONE CALL AT 1- 811 -632 -4949 TO LOCATE
17)
ALL DRIVEWAYS, DRAIN PIPES, AND HEADWALLS SHALL BE RESTORED TO EQUAL `
EXISTING
OUT PARCEL LOT LINE
_ - -
UTILITIES IN THE AREA PRIOR TO ANY EXCAVATION. ALL EXISTING UTILITIES ARE
OR BETTER THAN EXISTING CONDITION, IN BOTH NEW AND EXISTING EASEMENTS
NOT SHOWN ON THE DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR LOCATING
AND WITHIN ANY TEMPORARY EASEMENT AREAS. ANY STRUCTURES OR
PROPERTY
OWNER DESIGNATION NUMBER
AND PROTECTING EXISTING UTILITIES, WHETHER SHOWN OR NOT, AND REPAIRING
DRIVEWAYS DISTURBED OUTSIDE THE EASEMENT OR EASEMENT SHALL ALSO BE
ALL DAMAGE TO UTILITIES.
FULLY RESTORED AT NO ADDITIONAL COST TO THE OWNER.
EXISTING
ELECTRICAL EASEMENT
—
3) THE TOPOGRAPHIC MAPS WERE PREPARED FROM AN AERIAL SURVEY - CONTOUR
18)
TREES TO BE PROTECTED DURING CONSTRUCTION ARE IDENTIFIED BY THE
UTILITY EASEMENT
INTERVAL OF 1 FOOT. GRID SYSTEM AND COORDINATES ARE NORTH AMERICAN
SYMBOL IN THE LEGEND. ALL PROTECTED TREES SHALL BE PRUNED AND
EXIEXISTING
VERTICAL DATUM 1988. CONTRACTOR TO VERIFY.
FERTILIZED PER SPEC SECTIONS 01110 AND 02741.
POSE®
EASEMENT
PROPOSED
PERMANENT EASEMENT
>, #, ° ""
4) DISTURBANCE SHALL BE LIMITED TO THE TEMPORARY ACCESS (TAE), TEMPORARY
19)
WATER AND SEWER LATERALS SERVING RESIDENCES AND BUSINESSES ARE
CONSTRUCTION (TCE), AND PERMANENT (PE) CHARLOTTE WATER UTILITIES
SHOWN IN APPROXIMATE LOCATIONS, CONTRACTOR SHALL VERIFY ACTUAL
PROPOSED
TEMPORARY CONSTRUCTION EASEMENT (TCE}
e
EASEMENTS, AREAS FOR WHICH ENCROACHMENT AGREEMENTS HAVE BEEN
LOCATION AND RECORD ON RECORD DRAWINGS. CONTRACTOR IS WARNED THAT
J
OBTAINED, AND STAGING AREAS PROCURED BY THE CONTRACTOR. CONTRACTOR
ALL LATERALS MAY NOT BE SHOWN. CONTRACTOR IS TO PROTECT OR REPLACE
PROPOSED
TEMPORARY ACCESS EASEMENT
TAE
SHALL REMOVE ALL TREES WITHIN THE LIMITS OF THE PERMANENT CHARLOTTE
LATERALS WHETHER SHOWN OR NOT.
WATER EASEMENTS, EXCEPT WHERE TREE PROTECTION IS SHOWN ON THE
EXISTING
GUARD RAIL
DRAWINGS.
20)
CONTRACTOR SHALL PROTECT OR REPLACE NCDOT RIGHT -OF -WAY MARKERS OR
MONUMENTS PER NCDOT 806.01.
EDGE OF
PAVEMENT
5) EROSION CONTROL DEVICES SHALL BE INSTALLED AND MAINTAINED AT ALL WORK
EXISTING
STORM DRAIN /UNDERGROUND JUNCTION BOX
_ _ _ _ _ _ _ _
— — — — — — — —
SITES AND STAGING AREAS. CONTRACTOR SHALL FOLLOW ALL LOCAL
REGULATIONS REGARDING THE WORK, INCLUDING KEEPING MUD, DIRT, AND DEBRIS
21)
CONTRACTOR SHALL PROTECT ALL DRAIN CULVERTS DURING CONSTRUCTION.
MAINTAIN PROTECTION UNTIL DISTURBED AREAS ARE STABILIZED WITH GROUND
SOIL BORING DESIGNATION NUMBER
OFF OF PUBLIC ROADS AND PRIVATE ENTRANCES, AND REHABILITATING STAGING,
COVER SUFFICIENT TO PREVENT EROSION. FOR ALL DRAIN CULVERTS THAT HAVE
B -3
STORAGE, OR STOCKPILING AREAS TO EQUAL OR BETTER THAN EXISTING
TO BE TEMPORARILY REMOVED DURING CONSTRUCTION, THE CONTRACTOR MUST
EXISTING
BRIDGE
CONDITION.
SUBMIT PLAN PRIOR BEGINNING
IWILLWBEKMANAGED
PLAN SHALL DETAIL HOW STORM WATER LOWS
EXISTING
BUILDING JSTRUCTURE
6) EROSION AND SEDIMENTATION CONTROL DEVICES SHALL BE INSTALLED PRIOR TO
INCLUDING THE PROTECTION OF ALL CONSTRUCTION IMPROVEMENTS AND EROSION
/
CLEARING OR PERFORMING EXCAVATION IN ANY AREA, MAINTAINED DURING WORK,
CONTROL. CONTRACTOR SHALL COORDINATE WITH BILL PRUITT (704 - 336 -7034)
EXISTING
CREEK OR BRANCH
"�'�`—"' "
REMOVED WHEN WORK IS COMPLETED. SEDIMENT AND EROSION CONTROL
TO ARRANGE THE PRESENCE OF A CITY STORM WATER INSPECTOR.
"'
DEVICES SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION 02270, DETAILS
EXISTING
FENCE
— x x x - x x —
SHOWN ON SHEET CD -1, THE NC EROSION AND SEDIMENT CONTROL MANUAL,
22)
PROVIDE TEMPORARY DITCH LINING FOR DISTURBED DITCH LINES OR OTHER
AND APPROVED EROSION AND SEDIMENT CONTROL PLAN FOR THIS PROJECT.
AREAS OF CONCENTRATED FLOW WHERE GRADIENT IS GREATER THAN 2 %.
EXISTING
GAS MAIN
GV
EXISTING
7) CONTRACTOR SHALL CONTACT MR. MICHAEL STOUT OF PIEDMONT NATURAL GAS
23)
WHEN EXCAVATED MATERIALS ARE PLACED ON ROADWAY SURFACES, THE
GAS VALVE
COMPANY (704 - 587 -6944) AT LEAST 7 DAYS PRIOR TO CROSSING ANY
CONTRACTOR SHALL PLACE SAND OR STONE SCREENINGS UNDERNEATH THE
EXISTING
MARSH
PIEDMONT GAS PIPELINE.
EXCAVATED MATERIALS.
EXISTING
PIERS
8) CONTRACTOR SHALL NOTIFY MR. ED WILLIAMS OF DUKE POWER (704 - 382 -2664)
24)
CONTRACTOR SHALL MAINTAIN AN ACCESS CORRIDOR THROUGH THE WORK AREA
AT LEAST 48 HOURS PRIOR TO ENCROACHING ON OR CROSSING ANY DUKE
FOR EMERGENCY VEHICLES AT ALL TIMES.
EXISTING
RAILROAD
POWER TRANSMISSION RIGHT -OF -WAY. THE CONTRACTOR SHALL MAKE ALL
NECESSARY ARRANGEMENTS WITH THE VARIOUS UTILITIES TO PROTECT THE LINES
25)
ALL TUNNEL SHAFTS AND NON - COMMERCIAL SHORING SYSTEMS SHALL BE
EXISTING
RIP - RAP
AND THE PUBLIC. THE CONTRACTOR SHALL ADHERE TO THE PROVISIONS OF
DESIGNED AND SEALED BY THE CONTRACTOR'S NCPE AND SUBMITTED TO AND
EXISTING
STREET SIGN, OBJECT
®
"ARTICLE 19A - OVERHEAD HIGH VOLTAGE LINE SAFETY ACT - STATE STATUTE
95 -229 AS AMENDED ". ALL COSTS ASSOCIATED WITH THE CONTRACTOR'S
REVIEWED BY THE ENGINEER PRIOR TO CONSTRUCTION.
EXISTING
TREE
RESPONSIBILITIES UNDER THIS ACT SHALL BE INCLUDED IN THE VARIOUS ITEMS
26)
WARNING! SEWERS HAVE TOXIC AND EXPLOSIVE GASES AND ARE SUBJECT TO
OF THE BID DOCUMENTS. CONTRACTOR SHALL COORDINATE WITH DAVID CURRIE
RAPID SURCHARGE. USE CONFINED SPACE ENTRY PROCEDURES.
EXISTING
EDGE OF WOODS,<,���J
AT 704 -382 -3507 IN REGARDS TO DISTRIBUTION LINE RELOCATIONS.
27)
PRIOR TO STARTING WORK IN AREAS OF DIVERSION OR ABANDONMENT, SCHEDULE
EXISTING
IZ SAN. SWR.
ss ss
9) EXISTING SEWERS IDENTIFIED TO BE ABANDONED SHALL REMAIN ACTIVE UNTIL
AND SEQUENCE OF OPERATIONS TO DIVERT WASTEWATER FLOWS AND ABANDON
APPROVED BY OWNER AND ENGINEER. SEWERS TO BE ABANDONED SHALL BE
EXISTING SEWERS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY OWNER
PROPOSED
� SAN.SWR.
- -
SEALED WITH MASONRY PLUGS AND FILLED WITH FLOWABLE FILL OR CELLULAR
AND ENGINEER.
CONCRETE. MANHOLES TO BE ABANDONED SHALL BE REMOVED TO A MINIMUM OF
PROPOSED
SAN. SWR.
3 FEET BELOW GRADE, BACKFILLED WITH NCDOT NO.57 WASHED STONE AND
28)
EXISTING SEWERS (SANITARY AND STORM) DISTURBED, EXPOSED, OR REPLACED
EXISTING
MANHOLE
(�`}
COMPACTED. SEE SPEC SECTION 02065 FOR ADDITIONAL REQUIREMENTS.
DURING THE COURSE OF WORK SHALL BE RESTORED OR REPLACED USING
BEDDING PER DETAIL D /CD -7.
10) OPEN ENDS OF PIPE SHALL BE SECURED TO PREVENT ENTRY AT THE END OF
PROPOSED
SAN. SWR. MANHOLE
EACH WORK DAY AND ALL AREAS WITH OPEN EXCAVATIONS, OPEN VAULTS OR
29)
THE CONTRACTOR SHALL INSTALL ORANGE CONSTRUCTION BARRIER FENCE ALONG
EXISTING
UNDERGROUND CABLE
TV TV
MANHOLES, OR EQUIPMENT SHALL BE FENCED WITH TEMPORARY SECURE CHAIN
LINK FENCING AT LEAST 6 FEET HIGH.
THE OUTSIDE EDGE OF THE TEMPORARY AND /OR PERMANENT EASEMENT
BOUNDARIES TO ESTABLISH THE CONSTRUCTION BOUNDARIES. THIS FENCE SHALL
EXISTING
UNDERGROUND ELECTRIC
UE uE
11) CONTRACTOR SHALL BE RESPONSIBLE FOR ANY WASTEWATER SPILLS THAT
BE INSTALLED ON BOTH SIDES OF THE EASEMENT ALONG THE LENGTH OF THE
PROJECT AREA, AND THE CONTRACTOR SHALL NOT PERFORM ANY ACTIVITIES
EXISTING
UNDERGROUND FIBER OPTIC
FO F®
OCCUR DURING CONSTRUCTION AND ASSOCIATED FINES FROM STATE REGULATORY
OUTSIDE OF THE CONSTRUCTION BOUNDARIES,
AGENCIES. CONTRACTOR IS REQUIRED TO HAVE PUMP(S) AVAILABLE AT ALL
EXISTING
UNDERGROUND TELEPHONE
UT UT
TIMES IN CASE OF AN ACCIDENTAL SPILL OR EXISTING SEWER DAMAGE. THE
30)
CONTRACTOR SHALL SECURE AND MAINTAIN THE INTEGRITY OF EXISTING SEWERS
CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER IMMEDIATELY IN THE
THROUGHOUT CONSTRUCTION. CONTRACTOR SHALL BYPASS PUMP AND
EXISTING
TOWER LINE
EVENT OF A SPILL.
IMMEDIATELY REPLACE ANY EXISTING SEWER DAMAGED DURING CONSTRUCTION.
EXISTING
OVERHEAD ELECTRIC
of OE
12} ANY PUBLIC LAND CORNER, PROPERTY MONUMENT, OR BENCHMARK WITHIN THE
31)
CONTRACTOR SHALL NOT STORE ANY MATERIALS OR EQUIPMENT UNDER EXISTING
EXISTING
OVERHEAD TELEPHONE
0T 0T
LIMITS OF CONSTRUCTION SHALL BE PROTECTED. IF A CORNER MONUMENT IS IN
DANGER OF BEING DESTROYED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER
OVERHEAD UTILITY LINES.
IMMEDIATELY. ANY CORNER MONUMENT DISTURBED OR DESTROYED SHALL BE
EXISTING
IRRIGATION PIPE
IRR IRR
RESET BY A PROFESSIONAL LAND SURVEYOR REGISTERED IN THE STATE OF NC,
AT NO ADDITIONAL COST TO OWNER.
EXISTING
UTILITY SIGNAL WIRE
sw sw
EXISTING
UTILITY POLE /GUY WIRE
0
13) THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY REGARDING ANY
CONFLICTS THAT ARISE DURING CONSTRUCTION OF WORK SHOWN ON THE
EXISTING
LIGHT POLE
DRAWINGS.
EXISTING
FIRE HYDRANT
14) THE CONTRACTOR SHALL ADHERE TO ALL CONDITIONS AND REQUIREMENTS OF
ALL PERMITS THAT HAVE BEEN OBTAINED.
EXISTING
WATER METER
EXISTING
WATER MAIN
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CONTRACTOR SHALL REMOVE EXISTING PLUG
TO CONNECT PROPOSED SEWER TO EXISTING
MANHOLE # 111.
CONTRACTOR SHALL PROTECT EXISTING
COMMUNITY GARDEN AND REPAIR/REPLACE
ANY DAMAGED PIECES AT NO ADDITIONAL
COST TO THE OWNER.
WHERE EXISTING SEWER EASEMENT IS NOT
LOCATED, CONTRACTOR MAY ONLY WORK AND
STORE MATERIAL IN THE PROPOSED
PERMANENT SEWER EASEMENT AND
TEMPORARY CONSTRUCTION EASEMENT.
SEE TCP-2 FOR TRAFFIC CONTROL PLAN
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STA: 34- 12. 18
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E 1468031.00
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140-12-503
a
Job No.
-i
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Scales
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0
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140-12-503
Job No.
-i
File No.
BRIAR
CREEK RELIEF
SEWER
Scales
1 "=2'
0
PHA SE
PLAN
PROFILE Hor.
1 "=201
Vert.
1 5'
C— I
STA.
0+00 TO STA.
5+00
As Built
Date
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SECURITY
FENCE (TYP)
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MANHOLE PRIOR TO PLACING IN SERVICE. IF
BYPASS PUMPING IS NECESSARY, SUBMIT
BYPASS PUMPING PLAN PER SPECIFICATION
SECTION 02659.
2. WHERE EXISTING SEWER EASEMENT IS NOT
1 OCATED, CONTRACTOR MAY ONLY WORK AND
OR MATERIAL IN THE PROPOSED
PERMANENT SEWER EASEMENT AND
TEMPORARY CONSTRUCTION EASEMENT.
3. SEE TCP-2 FOR TRAFFIC CONTROL PLAN
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STAGING /IV Ikk Kmw what% below.
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PLAN I —/-U
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CN%RM
1 W-M
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smm
WATER 1 301 South McDowell Street, Suite 512.
EWRONMENT Charlotte, North Carolina 28204
EAR ENEMY North Carolina State License Number F-1255
'ACUPES Tel: '704- 342-4546 Fax: 704 - 342 -2296 I
CHARLOTTE WATER
ENGINEERING DIVISION
CHARLOTTE, NORTH CAROLINA
BRIA R CREEK REL IEF SE WER
C-2
STA. 5+00 TO STA. 10+50
F I'N T
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0
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655
6
55
7
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INV In 654.71
42 INV Out 655.27
INV
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42"
INV Out 654.61
42 INV
In 654.97
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-------------
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8 INV In 662.99
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INV In 657.15
650
-650
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7+00
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10+00
10+50
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,
MANHOLE PRIOR TO PLACING IN SERVICE. IF
BYPASS PUMPING IS NECESSARY, SUBMIT
BYPASS PUMPING PLAN PER SPECIFICATION
SECTION 02659.
2. WHERE EXISTING SEWER EASEMENT IS NOT
1 OCATED, CONTRACTOR MAY ONLY WORK AND
OR MATERIAL IN THE PROPOSED
PERMANENT SEWER EASEMENT AND
TEMPORARY CONSTRUCTION EASEMENT.
3. SEE TCP-2 FOR TRAFFIC CONTROL PLAN
AND ACCESS RESTRICTIftS.
STAGING /IV Ikk Kmw what% below.
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PLAN I —/-U
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')) -S
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CN%RM
1 W-M
W nth
smm
WATER 1 301 South McDowell Street, Suite 512.
EWRONMENT Charlotte, North Carolina 28204
EAR ENEMY North Carolina State License Number F-1255
'ACUPES Tel: '704- 342-4546 Fax: 704 - 342 -2296 I
CHARLOTTE WATER
ENGINEERING DIVISION
CHARLOTTE, NORTH CAROLINA
BRIA R CREEK REL IEF SE WER
C-2
STA. 5+00 TO STA. 10+50
F I'N T
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10+50
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13+00
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u _ w tv
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PROFILE 14+00 15+00 15+50
HOR: 1 20' VERT: 1 5'
10 0 20 2.5 0 5
6 14
30
14. PC
SEE NOTE 1 5,0 SS
CURB & GUTTER
jI 4 .50
=146
=67
4q,�'Otk 9, EL 2'
�_ 0 30
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0 0
719 C
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P iv �0�
r4 PROPOSED
01 P4.
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�C )
N 544307.28
E 1468858.0te
71;-
0 EL 67 1..9 4f, 4 RCP 00-167.
LO 340
+ 7,6
01
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----------
PROPOSED
-u % MH # 9
cou
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g6 pj-, 7 S TA: 14
PLUG AND ABANDON :17 93. -26, �V/'), //?7, 97 C PROPOSED
36. PC 07 4"? 6,> L 0 1,0" AVE,ro-70.02 N 544279.75
y
;q '0 �16 __ I ­_ " - .. ___ MH # 8-A
'4 It4V OU-f=667.15
EXISTING SEWER (TYP.)­- 1�tc E 1468989.52
IN 667.1 tk6, 18" 11 -- ------------
_,62 . ... ... N 544297.14
kk /iv 6,5 .,­­`E 1468845.20
W 0 -TEMPORARY
kkl CONSTRUCTION
�10 0
1560 q so 9 EASEMENT
66 p Sq, - ------ 65'2
<
.5' PROPOSED
124.74 LF _V_
TEMPORARY----A
W.
r. S TREA Ad J) ■ 8" SS 0
SILT FENCE­ CD 1
PLUG /REMOVE --­CROSSING--`­ 140
ol NO. 3 CONCRETE
C
ENCASEMENT
70
GZREA40VE AERIAL
FA
W
8" SS
36 i I
CONCRETE
EASEMENT
TREE
79
TRI
PROTECTION
(TYP.) CROSSING BUTARY
C/0 B
0
n" wr" 4,;0, /n 4=1 C_ 1-1
09
736
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6S 9. ' P *`�3 1, 1 1 1
N 544116.10
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rn
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Jy
SEE NOTE 2
�L1Ec ©�Y p�
7
09 0/5)c
-1007 s PC 31, 07
k1A
PERMANENT
SEWER
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e , - , V V
PIA 4.
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I)o
09 777
�4 31 7
30,
09 9. 10
PLAN
1" = 20'
10 0 :20
CONSTRUCTION
EASEMENT
SECURITY FENCE-1
(TYPE
�oj 301,
01/v
J;
/0
93, 0
>3, - 4
(9. 1,
p0 , pn 04
1�q
No. I Date I By
Revision
Kwwwhatt bet ow.
Call More you dig.
NOTES:
1 CORE OPENING INTO EXISTING
MANHOLE TO MATCH EXISTING
INVERT OUT, AND RE—BENCH
MANHOLE PRIOR TO PLACING IN
SERVICE. IF BYPASS PUMPING IS
NECESSARY, SUBMIT BYPASS
PUMPING PLAN PER SPECIFICATION
SECTION.
2. CONTRACTOR TO BYPASS PUMP
FROM EXISTING MANHOLE 50592
TO EXISTING MANHOLE 2590 WHILE
INSTALLING LATERAL PIPING AND
PROPOSED MANHOLE MH# 7—A.
3. WHERE EXISTING SEWER EASEMENT
IS NOT LOCATED, CONTRACTOR
MAY ONLY WORK AND STORE
MATERIAL IN THE PROPOSED
PERMANENT SEWER EASEMENT AND
TEMPORARY CONSTRUCTION
EASEMENT.
CDMMM N
WATER 301 South McDowell Street, Suite 512
EWRONME14T Charlotte, North Carolina 28204
TRANSPORTATION
MERV North Carolina State License Number F -1255
FAMMS1 Tel: [phone] Fax: [phone]
CHARLOTTE CHARLOTTE WATER
W4JERENGINEERING DIVISION
CHARLOTTE, NORTH CAROLINA
Scales
PLAN 1))=20t
PROFILE Nor. -1 If= 20'
Vert. 1 "=5'
0
U910"Mr.
BRIAR CREEK RELIEF SEWEiT
PHASE
j
T
T PF
'P­�T fTT 7_Fi7 1_1

PLUG AND ABANDON
EXISTING 24" RCP
OR
f NOS VACR
vc)?
S.
I
r
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0
24
209-19 . ..... .
01
STREAM CROSSING"
NO. 4
4
-7�-9
0
SEE NOTE 11 7777
0 "1
N 544395.69
E 1469360.05
347.14' 24"
ONY_
PROPOSED
A4H # 11
STA: 17-1-59.71 PROPOSED
N 544271.86 27.90 LF
E 1469275.40 81' SS
0001
(TYP) CD-6 ) L- I — A
?S 0 0OG*Ci00
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'a 09
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?G
?13 -5 00 �4\,N\OA OoON000 PLAN
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00
(01
0
NOTES:
1. CORE OPENING INTO EXISTING MANHOLE TO
MATCH EXISTING INVERT OUT, AND RE—BENCH
MANHOLE PRIOR TO PLACING IN SERVICE. IF
BYPASS PUMPING IS NECESSARY, SUBMIT
BYPASS PUMPING PLAN PER SPECIFICATION
SECTION.
2. WHERE EXISTING SEWER EASEMENT IS NOT
LOCATED, CONTRACTOR MAY ONLY WORK AND
STORE MATERIAL IN THE PROPOSED
PERMANENT SEWER EASEMENT AND
TEMPORARY CONSTRUCTION EASEMENT
Kwwwhat%below.
Call before you dig.
CA
_S5
N
C
CDM-.
mt ith
wATm, 301 South McDowell Street, Suite 512
0WRONMENr Charlotte, North Carolina 28204
TWSPORTATM
ENew North Carolina State License Number F-1255
FACIUMS Tel: [phone] Fax: [phone]
CHARLOTTE CHARLOTTE WATER
WWW 4)T E ENGINEERIN I G DIVISI O
N
CHARLOTTE, NORTH CAROLINA
J-
140-12-503
Job No. File No.
fi Scales
PLAN 1 "=20'
PROFILE
Hor. 1 "=20
1
Vert.
BRIA R CREEK REL IEF SE WER
T-1 -A 4
T FT-1
Z�l
L �4
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10 0 20 2.5 0 5
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PLUG AND ABANDON
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------------
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PERMANENT
ENT (TYP.)
BRIAR CREEK
.'i:�
-------- PROPOSED
TEMPORARY MH 14
CONSTRUCTION
"66
. . ... 24-1-44.47 6' SILT ENCE. PO
♦E 1469850.37
0
... ..... ..... .. ENT (TYP.)7� IN 544398.2,3
EA SEM
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Lv
0
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61
lie 6
20+50
Ml;
0
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O'l
PROPOSED
MH # 13
STA: 214-40.48
N 544175.29
E 1469643.72
140
MECKLENBURG
COUNTY
PIN# 093-134-13
DB 29032; PG 8134
PB 7; PG
3125 DUNLAVIN 45 7 Wy.
SECURITY
FENCE
Y"-\ 'Siili�
7
14 4,
PP CAR YN F. WEISBECKER & HUSBAND
ALFRED W. WEISBECKER MECKLENBURG,0OUNTY
PIN# 093-134-14 PIN# 093,134-15
DB 25682; PG 523 DB 2907, PG 352
PB 7; PG 457
PB 7, PG 457
3131 DUNLAVIN WY. P335 DUNLAVIN WY.
P9� C
731 " outv;' 00 37 >793 39 '1 A 0 (2 P '- 7
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44
0
0 r /j
PLAN \\0"
C,
1 20' 11 Jl1 0
0 0 20
Ili, 'I
=I==
NOTES:
1 WHERE EXISTING SEWER EASEMENT IS NOT
LOCATED, CONTRACTOR MAY ONLY WORK
AND STORE MATERIAL IN THE PROPOSED
PERMANENT SEWER EASEMENT AND
TEMPORARY CONSTRUCTION EASEMENT.
Kmw what's below.
Call bdom you dig.
S
0
. o
IN
CDM.
S mv i th
WATM 301 South McDowell Street, Suite 512
EWRONMEW Charlotte, North Carolina 28204
TRANSPORTATION
ENaw North Carolina State License Number F -1255
FACII I Tel: [phone] Fax: [phone]
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---TQ.
rx -
(0 Y) k--
ISTIN
EXISTING GRADE
--CL
t
I
I
I
I
to k
I V)
---------------
-----------------
----------------------------------------------------
-------
----------------------------------
---------------------------------------------------------------
IV -----------------------------
----------------
In
0
APPROXIMATE CREEK
–rBOTTOM ELEVATION
T
.........
....
PROPOSED
SEWER
42
(9
DIA.
0.105v-----
PROPOSED
4Z--
DiA.
SANITARY
SEWER
0
0.11A*`---
------ 6"
i
42"' INV Out 657.54
42' INV In 657.64
11v
v Li
I
PROPOSEDJ
SANITARY_
-42" DIA.
SEWER,
0 0.08%
M01
MR
M
M
rn
0
670 z
-Ti
M
M
M
0=0 f
ME
650 T- ---650
21+00 22+00 PROFILE 23+00 24+00 25+00
HOR: 1 20' VERT: 1 5'
10 0 20 2.5 0 5
bAii U. UL
09
204 7;
030-'H'LL'
PLUG AND ABANDON
EXISTING SEWER (TYP.)
w.
7*4
L
Q
06 \6, IQ
>
0 v
0 *0 10--
267.12' 24" RCP @ 0.10%
0 A
WA
3;-
% VO . ......
+
61
x ------- 7777= 1\
'70
*6 00, L
�61
1/v 6 68,
------------
-- - ----------
PERMANENT
ENT (TYP.)
BRIAR CREEK
.'i:�
-------- PROPOSED
TEMPORARY MH 14
CONSTRUCTION
"66
. . ... 24-1-44.47 6' SILT ENCE. PO
♦E 1469850.37
0
... ..... ..... .. ENT (TYP.)7� IN 544398.2,3
EA SEM
IIVV--667-24
Lv
0
'7
61
lie 6
20+50
Ml;
0
<5'
'0
0 X
O'l
PROPOSED
MH # 13
STA: 214-40.48
N 544175.29
E 1469643.72
140
MECKLENBURG
COUNTY
PIN# 093-134-13
DB 29032; PG 8134
PB 7; PG
3125 DUNLAVIN 45 7 Wy.
SECURITY
FENCE
Y"-\ 'Siili�
7
14 4,
PP CAR YN F. WEISBECKER & HUSBAND
ALFRED W. WEISBECKER MECKLENBURG,0OUNTY
PIN# 093-134-14 PIN# 093,134-15
DB 25682; PG 523 DB 2907, PG 352
PB 7; PG 457
PB 7, PG 457
3131 DUNLAVIN WY. P335 DUNLAVIN WY.
P9� C
731 " outv;' 00 37 >793 39 '1 A 0 (2 P '- 7
%
44
0
0 r /j
PLAN \\0"
C,
1 20' 11 Jl1 0
0 0 20
Ili, 'I
=I==
NOTES:
1 WHERE EXISTING SEWER EASEMENT IS NOT
LOCATED, CONTRACTOR MAY ONLY WORK
AND STORE MATERIAL IN THE PROPOSED
PERMANENT SEWER EASEMENT AND
TEMPORARY CONSTRUCTION EASEMENT.
Kmw what's below.
Call bdom you dig.
S
0
. o
IN
CDM.
S mv i th
WATM 301 South McDowell Street, Suite 512
EWRONMEW Charlotte, North Carolina 28204
TRANSPORTATION
ENaw North Carolina State License Number F -1255
FACII I Tel: [phone] Fax: [phone]
T ri ("iii
FT-1 -I--' T I'll 1t' T
J\T r-N T 17 CN j
P 7 T'M T T Ft T -'j,

.•rt
.!
w
w
® 670
Q
w
w
ssf
42" IN
42" IN
15" 1N)
x"
N,
.!
AM
m
r-
m
-a
670
m
•.
♦s#
.�J
650 650
25 +00
WE mo
PROFILE
•-
i 0 20
NOTES:
1. CONTRACTOR SHALL ADHERE TO REQUIREMENTS
OF THE TRAFFIC CONTROL PLAN ON SHEET
TCP -3.
2. WHERE EXISTING SEWER EASEMENT IS NOT
LOCATED, CONTRACTOR MAY ONLY WORK AND
STORE MATERIAL IN THE PROPOSED PERMANENT
SEWER EASEMENT AND TEMPORARY CONSTRUCTION
EASEMENT.
3. THE SEWER ROUTE BETWEEN STA. 34 +04 AND
STA. 37 +71 IS IN METHODIST HOME PARK (PIN#
101- 011 -19). CONSTRUCTION ACTIVITIES ON THIS
PROPERTY (EXCLUDING WORK ASSOCIATED WITH
TUNNELING) MAY ONLY BE PERFORMED BETWEEN
NOVEMBER 1 AND MARCH 1.
4. CORE OPENING INTO EXISTING MANHOLE TO MATCH
EXISTING INVERT OUT, AND RE -BENCH MANHOLE
PRIOR TO PLACING IN SERVICE. IF BYPASS
PUMPING 1S NECESSARY, SUBMIT BYPASS PUMPING
PLAN PER SPECIFICATION SECTION 02659.
. aQ
Ll:.,.4. 11..1....,... A
--°sr
IV yr —e- -r °r v a..r . e.r .✓ F.......,.. _. - .. / ,n ..>.., - -
E 1469973.48 (�} a ,,._ 1, / iryv ou s ar��tr w ` s� A TEMPf3RARY
O a t r, C$/ D ,
�' r
ti !i ®r
•.,.,� �� 'PROPOSED y r - /��/ GTE°676.27 SILT FENCE j
28.28 LF C 38 ,r� � A'
irvv OU O;.2.72
15 �, ©IA. SS
may ^ r5»
�� 1<1 PROPOSED
/
,�. ,
� � A4H ,# 15— A
` l U > ..O ... G ' 3 rti �,<� f• 9j fi
'
' 15=
PROPOSED N 544459.24 Q / `} /�-,q A4H E 14696.
# 15 �r PROPOSED PLAN
STA 25 +28.53 '
N 54443515 1 20
1
y�Q S 1454\.5® LF 1469925.89 ��
j f .,
o � t
m m -
am
J T _ _ _._ Lik,

m
Em
a
!
U
w
0 670
Q
w
w
••
mm
•*
•
mg
rat
r--
m
0
670
m
••
no
m
650 650
30+40
31+00
i•
PROPOSED /V UAI q
uMx # f s '1 _
STA: 30-F47.93
N 54472.9.52 1 I� 0
1 4470232.00 11
_— ^_....___ — - -- _
PROFILE
iff
M�' 0 \ 1
x
t x x
! x
D.- # IO,C RL S/G RWALL
E
w
.v. C0 _.. -e. .I __..._.... _ _ �\
v =7 g� 1.0 _. 1,
�g. III iy 9'' PERMANANT SEWER EASEMENT p�k
j Ig N444O 0 Ig 1 7� `
! f� ®R, 1 C SECURITY E
(1011�
` �, r, - kOR� r3" A�aA_ >, GI /A, \��� FENCE (TYP) CD -6
34 +00
,sb +00
--''® 1
x
bt
O ,JM � -1 A 1
,� CP 15,. A--- ®--- x-11 #-- r-- ^----- --^ -A --., —: —� —--A — = 0--- -- •---✓
�� :._< ,.
® °04,0 P•., %ZJAr '
STOP SIGN l
"f.. ----- PROPOSED 1 Ofi. 64 LF 15 " DIA. SS � 4"
,
4Nl 1 ! n1V �slti4ysl 95'
..
\S
h
r.
W A ..„.
TEMPORARY
F-
- IN CD -1
rM.
CONCRETE ENCASEMENT mC.D _ 7. t r� fi00 SILT FENCE ' $
_
r
r
N
_
t 1/ 3
I
TEMPORARY
EXISTING SIPHON BENEATH CREEK _ .,...._.,. __,... -:� _..., _. •-'...
CONSTRUCTION 'SECURITY TH G
ECURI TY FENCE
EASEMENT (TYP.)^ ._ _ . _ , ,. _, SRIA R
-_ -_ ...- wl ATE (TYP) -....
EXISTING
_. _....._... _ CD -6 CD-
C. SEWER EASEMENT._._.._,
STREAM CROSSING NO. 6 K ...
\
_.,
_... „ ,X
_. _
,PLUG AND ABANDON
w
15 RCP
I 4A. .
WW
f
109.72' 15 Clay @ 0,21 - - - - - - -� YV °yh` t�' ' / - °•-
/7�IJn Ive. ,3
r /
Out ss 66, 89 MC ® �0
t
• ♦+►
♦1 • ♦ •
♦
♦w
/n 6�5, 63,
6
NOTES:
1. CONTRACTOR SHALL INSTALL STOP SIGNS,
SECURITY FENCE AND GATES AS SHOWN FOR
PEDESTRIAN SAFETY. PATH IS USED FOR
NEIGHBORHOOD RESIDENTS. CONTRACTOR
SHALL PROVIDE ACCESS AT ALL TIMES.
CONTRACTOR SHALL PROVIDE A TEMPORARY
TRAIL WITH ABOVE SAFETY FEATURES WHEN
SEWER IS BEING INSTALLED THROUGH THE
TRAIL.
2. THE SEWER ROUTE BETWEEN STA. 34 +04
AND STA. 37 +71 IS IN METHODIST HOME
PARK (PIN# 101 - 011 -19). CONSTRUCTION
ACTIVITIES ON THIS PROPERTY (EXCLUDING
WORK ASSOCIATED WITH TUNNELING) MAY
ONLY BE PERFORMED BETWEEN NOVEMBER 1
AND MARCH 1.
3. CONTRACTOR SHALL REMOVE AND REPLACE
EXISTING STORM DRAIN INLET. ANY STORM
DRAIN PIPING DAMAGED DURING
CONSTRUCTION SHALL BE REPLACED WITH
LIKE MATERIAL.
w wha rs below.
CalllbdoreVoudig.
ICJ
' P/�
'1A N S ` "p,��\\��e`
CDM_
Smith
WATER 301 South McDowell Street, Suite 512
EWRONAiENr Charlotte, North Carolina 28204
TRANSPO P'An u
�r
North Carolina State umb
Licen e N e -
CIt3itES
s r F 12SS
FA
Tel: [phone] Fax: [phone]
CHARLOTTE CHARLOTTE R
W.. 4)TER ENGINEERING DIVISION
CHARLOTTE, O CAROLINA
JSL
�► + SIR • - • i • s : • Project—Engr Approved By • r
x
k _ LA
I
_
APPROXIMATE
-
-�
1 OOYR FLOOD
Z
EL 68 1. 10
W +
0 q►�®
O 'MC}
0 Q
EXISTING
GRADE
4 4
��
4 t0 (A k
ft
APPROXIMATE CREEK
BOTTOM
ELEVATION
PROPOSED
42" DIA.
SANITARY SEWER
@ O. 10%
PROPOSED 42" DlA. SANITARY
SEWER
@
0. 10%
1911
J_�
42" INV In 658.62
ff
`
42" INV Out 658.52---
15" INV In 660.41
•*
•
mg
rat
r--
m
0
670
m
••
no
m
650 650
30+40
31+00
i•
PROPOSED /V UAI q
uMx # f s '1 _
STA: 30-F47.93
N 54472.9.52 1 I� 0
1 4470232.00 11
_— ^_....___ — - -- _
PROFILE
iff
M�' 0 \ 1
x
t x x
! x
D.- # IO,C RL S/G RWALL
E
w
.v. C0 _.. -e. .I __..._.... _ _ �\
v =7 g� 1.0 _. 1,
�g. III iy 9'' PERMANANT SEWER EASEMENT p�k
j Ig N444O 0 Ig 1 7� `
! f� ®R, 1 C SECURITY E
(1011�
` �, r, - kOR� r3" A�aA_ >, GI /A, \��� FENCE (TYP) CD -6
34 +00
,sb +00
--''® 1
x
bt
O ,JM � -1 A 1
,� CP 15,. A--- ®--- x-11 #-- r-- ^----- --^ -A --., —: —� —--A — = 0--- -- •---✓
�� :._< ,.
® °04,0 P•., %ZJAr '
STOP SIGN l
"f.. ----- PROPOSED 1 Ofi. 64 LF 15 " DIA. SS � 4"
,
4Nl 1 ! n1V �slti4ysl 95'
..
\S
h
r.
W A ..„.
TEMPORARY
F-
- IN CD -1
rM.
CONCRETE ENCASEMENT mC.D _ 7. t r� fi00 SILT FENCE ' $
_
r
r
N
_
t 1/ 3
I
TEMPORARY
EXISTING SIPHON BENEATH CREEK _ .,...._.,. __,... -:� _..., _. •-'...
CONSTRUCTION 'SECURITY TH G
ECURI TY FENCE
EASEMENT (TYP.)^ ._ _ . _ , ,. _, SRIA R
-_ -_ ...- wl ATE (TYP) -....
EXISTING
_. _....._... _ CD -6 CD-
C. SEWER EASEMENT._._.._,
STREAM CROSSING NO. 6 K ...
\
_.,
_... „ ,X
_. _
,PLUG AND ABANDON
w
15 RCP
I 4A. .
WW
f
109.72' 15 Clay @ 0,21 - - - - - - -� YV °yh` t�' ' / - °•-
/7�IJn Ive. ,3
r /
Out ss 66, 89 MC ® �0
t
• ♦+►
♦1 • ♦ •
♦
♦w
/n 6�5, 63,
6
NOTES:
1. CONTRACTOR SHALL INSTALL STOP SIGNS,
SECURITY FENCE AND GATES AS SHOWN FOR
PEDESTRIAN SAFETY. PATH IS USED FOR
NEIGHBORHOOD RESIDENTS. CONTRACTOR
SHALL PROVIDE ACCESS AT ALL TIMES.
CONTRACTOR SHALL PROVIDE A TEMPORARY
TRAIL WITH ABOVE SAFETY FEATURES WHEN
SEWER IS BEING INSTALLED THROUGH THE
TRAIL.
2. THE SEWER ROUTE BETWEEN STA. 34 +04
AND STA. 37 +71 IS IN METHODIST HOME
PARK (PIN# 101 - 011 -19). CONSTRUCTION
ACTIVITIES ON THIS PROPERTY (EXCLUDING
WORK ASSOCIATED WITH TUNNELING) MAY
ONLY BE PERFORMED BETWEEN NOVEMBER 1
AND MARCH 1.
3. CONTRACTOR SHALL REMOVE AND REPLACE
EXISTING STORM DRAIN INLET. ANY STORM
DRAIN PIPING DAMAGED DURING
CONSTRUCTION SHALL BE REPLACED WITH
LIKE MATERIAL.
w wha rs below.
CalllbdoreVoudig.
ICJ
' P/�
'1A N S ` "p,��\\��e`
CDM_
Smith
WATER 301 South McDowell Street, Suite 512
EWRONAiENr Charlotte, North Carolina 28204
TRANSPO P'An u
�r
North Carolina State umb
Licen e N e -
CIt3itES
s r F 12SS
FA
Tel: [phone] Fax: [phone]
CHARLOTTE CHARLOTTE R
W.. 4)TER ENGINEERING DIVISION
CHARLOTTE, O CAROLINA
JSL
�► + SIR • - • i • s : • Project—Engr Approved By • r
x
k _ LA
I

.+
.•i
.:
tl4%
w
w
w
675
d
w
w
•.
♦.•
♦'
C•' 9re
�fZ 1tJ
m
r^
m
.u..i
675 0
m
mog
655 655
35 +50
36 +00
37 +00 38 +00 39 +00 40 +00
PROFILE
NOR: 1 " = 20' VERT: 1 " = 5'
10 0 20 2.5 0\ i 5 ¢
tJ 10 PROPOS D \ \\ S> ,
32 C -38 28.47 L t \� \•{off 1i• \� f` r'
1 0 " DIA. S
1
NOW OR FORMERLY PLUG ANC `� mac, / `1 x' ,--'
l :.. (�
MECKLENSURG COUNTY ;` 1g• ABANDON �\ `p" "�\ ;1
PINS 101- 011 -19 PROPOSED ` `qp� 21 " RCP
PG 437
DS 9276; MH # 20
P8 3• PG 280 STA: ,374 -84.35 SEE
3218 SHAMROCK DR• 78 °> �rJr f'
/N 5450781 .9 1 ,�, NOTE 1 % ,` aqh�. ��� f ,--�� n7 \ \ 'r Tplr:?J ATA cav
f
4 ti
DAN
N
Y � Y
;r.. OPENING INTO EXISTING MANHOLE TO
MATCH • OUT, AND RE—BENCH
MANHOLE PRIO! TO PLACING !
BYPASS w ♦ I NECESSARY,
SECTION. BYPASS PUMPING PLAN PER SPECIFICATION
2. THE SEWER ROUTE BETWEEN STA. 34+04
AND A 37+71 IS IN METHODIST
PARK ♦ 101-011-19). CONSTRUCTION
ACTIVITIES PROPERTY
! ASSOCIATED i
ON LY BE r R D BETWEEN NOVEMBER
AND MARCH
3. SEE r f FOR TRAFFIC O ! ` PLAN
AND CONTRACTOR ACCESS RESTRICTIONS
4. THE CONTRACTOR SHALL DEWATER ALONG
THE TUNNEL ALIGNMENT AS SPECIFIED IN
SECTION 02140 AND PERMEATION
GROUTING AHEAD FACE IN
ACCORDANCE 02310 FOR THE
ENTIRE
\\0\ \;,; �k� t ti C A � R O
° 9 tl
� �.���a' °fr r �;: '' %'���,,.. '�� r`'* <'�� 1 t ��M��� ;,,: 'G�' '� ®r \ \ \ \a'; �,i ' _ \ /°'�°�° °, " ®GING.�'o�el\✓\�
`� ROB, @ O
4y2g�
�1' ' sr�" REMOVE AND
2
f REPLACE EXISTING
FENCE AND GATE
o 0 SEMEIi�j., /
j .
t F
PROPOSED
�, ,- �.+✓
s.
s 32 MH # 21
STA: 39-4-14.31
FORMERLY N 545045.98
k1 Re NOW OR FORM Y E 1470988.58
r;,F -
/� p
�.
t � �661r �
�t�
MECKLENBI�RG COUN
-
TEMPORARY s - r -''�L
w .... f
Oft �693y
PIN �� �G 43 7
'SILT FENCE
Jy."
w.
S
DB 9276;
P8 3; PG 280
f..9�
3218 SHAMROCK DR
SO
@
N 15
.--'
4'
PLUG AND ABANDON
327
EXISTING SEWER
(TYP.)
1
ry
.. W
ZOp
STREAM CROSSING___
Q 'tK(0
N
NO. 7
Z (J
q
F'
APPROXIMATE
0 N_j `u
11 00
q` 1_---J�-EL
1 OOYR FLOOD
q <t M LU
try
__
_
41 �.
68 1.40 —
4 Q�Z
O
d 4ME,
np
.EXISTING
GRADE
4. uy U) k j
�`�
®q
.'
___
___
___
M
Q
Ct
CL c0
��
<E
��
cL
r1
TR
BUTAR
'
C
OSSlN
>
c�
a) LJ
w �d
v?
--
can
;
co
�
to
>
�N-
co
a
t
APPROXIMATE
CREEK
4°
-
°. c�•-
_.._..
.._.._.�
.�
_.
_.._.. ..
..
--
BOTTOM
ELEVATION
U
�
.-�
°'� fd
�
-
�
° —..
c�
z�
wJ Co
-
STREAM
BANK
RESTORATION
PROPOSED
42"
DIA.
SANITARY
SEWER
O.10
%-
PROPOSED
42"
DIA.
SANITARY
SEWER
0
0.15%
PROPOSED
36"
DIA. SANITARY SEWER 0 0.15/
36" INV In 660.25
42" INV
In 659.55
" :
':" .:
42" INV Out 659.75
42" INV
Out 659.45
10" INV In 6707.50
10" INV
In 666.17
CONCRETE ENCASEMENT
-
(STA 38 -1-33 TO STA 38 +52)
♦'
C•' 9re
�fZ 1tJ
m
r^
m
.u..i
675 0
m
mog
655 655
35 +50
36 +00
37 +00 38 +00 39 +00 40 +00
PROFILE
NOR: 1 " = 20' VERT: 1 " = 5'
10 0 20 2.5 0\ i 5 ¢
tJ 10 PROPOS D \ \\ S> ,
32 C -38 28.47 L t \� \•{off 1i• \� f` r'
1 0 " DIA. S
1
NOW OR FORMERLY PLUG ANC `� mac, / `1 x' ,--'
l :.. (�
MECKLENSURG COUNTY ;` 1g• ABANDON �\ `p" "�\ ;1
PINS 101- 011 -19 PROPOSED ` `qp� 21 " RCP
PG 437
DS 9276; MH # 20
P8 3• PG 280 STA: ,374 -84.35 SEE
3218 SHAMROCK DR• 78 °> �rJr f'
/N 5450781 .9 1 ,�, NOTE 1 % ,` aqh�. ��� f ,--�� n7 \ \ 'r Tplr:?J ATA cav
f
4 ti
DAN
N
Y � Y
;r.. OPENING INTO EXISTING MANHOLE TO
MATCH • OUT, AND RE—BENCH
MANHOLE PRIO! TO PLACING !
BYPASS w ♦ I NECESSARY,
SECTION. BYPASS PUMPING PLAN PER SPECIFICATION
2. THE SEWER ROUTE BETWEEN STA. 34+04
AND A 37+71 IS IN METHODIST
PARK ♦ 101-011-19). CONSTRUCTION
ACTIVITIES PROPERTY
! ASSOCIATED i
ON LY BE r R D BETWEEN NOVEMBER
AND MARCH
3. SEE r f FOR TRAFFIC O ! ` PLAN
AND CONTRACTOR ACCESS RESTRICTIONS
4. THE CONTRACTOR SHALL DEWATER ALONG
THE TUNNEL ALIGNMENT AS SPECIFIED IN
SECTION 02140 AND PERMEATION
GROUTING AHEAD FACE IN
ACCORDANCE 02310 FOR THE
ENTIRE
\\0\ \;,; �k� t ti C A � R O
° 9 tl
� �.���a' °fr r �;: '' %'���,,.. '�� r`'* <'�� 1 t ��M��� ;,,: 'G�' '� ®r \ \ \ \a'; �,i ' _ \ /°'�°�° °, " ®GING.�'o�el\✓\�
`� ROB, @ O
4y2g�
�1' ' sr�" REMOVE AND
2
f REPLACE EXISTING
FENCE AND GATE
o 0 SEMEIi�j., /
j .
t F
PROPOSED
�, ,- �.+✓
s.
s 32 MH # 21
STA: 39-4-14.31
FORMERLY N 545045.98
k1 Re NOW OR FORM Y E 1470988.58
r;,F -
/� p
�.
t � �661r �
�t�
MECKLENBI�RG COUN
-
TEMPORARY s - r -''�L
w .... f
Oft �693y
PIN �� �G 43 7
'SILT FENCE
Jy."
w.
S
DB 9276;
P8 3; PG 280
f..9�
3218 SHAMROCK DR
SO
@
N 15
.--'
4'
PLUG AND ABANDON
327
EXISTING SEWER
(TYP.)
1
B-6
545070.78
1471007.40
EL 675.28
PROPOSED ' `, �, r y \l C ENGINEERING DIVISION
11
1 18.32 LF =` �® �t \ CHARLOTTE, NORTH CAROLINA
C -39
10 " DIA. SS
ti 140 -12 -503
PROPOSED �a`� t``l Job No. File No. BRIAR CREEK RELIEF SEWER
N 54s sr.7o � � `�� Scales1„ =20' PHASE ll/
E 1471 106.76 Sp p z `� _1\
�\ PLAN
PROFILE
Nor. 1 " =20'
f t� Y7 Vert. 1 a9 __5a C-8
Sr4. OD -1-5o I U srA. 41 -1-UU
As Built Date
Sheet Of
BDDS KWS PEA JSL 02/15
No. Date By Revision Surveyed By Designed By Drawn By Project —Engr Approved By Date 12 82
i rT`{ # " i v a
u_ ._..� _ _ °... ...__� .. _._i .� �a.- ..J 4..
i
N
20
B-6
545070.78
1471007.40
EL 675.28
PROPOSED ' `, �, r y \l C ENGINEERING DIVISION
11
1 18.32 LF =` �® �t \ CHARLOTTE, NORTH CAROLINA
C -39
10 " DIA. SS
ti 140 -12 -503
PROPOSED �a`� t``l Job No. File No. BRIAR CREEK RELIEF SEWER
N 54s sr.7o � � `�� Scales1„ =20' PHASE ll/
E 1471 106.76 Sp p z `� _1\
�\ PLAN
PROFILE
Nor. 1 " =20'
f t� Y7 Vert. 1 a9 __5a C-8
Sr4. OD -1-5o I U srA. 41 -1-UU
As Built Date
Sheet Of
BDDS KWS PEA JSL 02/15
No. Date By Revision Surveyed By Designed By Drawn By Project —Engr Approved By Date 12 82
i rT`{ # " i v a
u_ ._..� _ _ °... ...__� .. _._i .� �a.- ..J 4..

I T ;cF�) IF- T

O
00
•
w
© 675
Q
w
w
..#
••
•E
M
r
rn
675
M
M
RES
..
655 655
ME 01H Me
4 /+UU
co
0
REPLACE SPEED BUMP
TO MATCH EXISTING (TYP.)
"_` SECURITY
RE'PAIR /REPLACE FENCE
EXISTING PAVEMENT
REPAIR /REPLACE EXISTING ( TYP )
CURB AND GUTTER (TYP.,}
_ ..�.- - 1 'S� 40 1�
TEMPORARY
r�v���� U' CONSTRUCTION
OUpo i; �o p i EASEMENT
Now
P N# 09 WtNpSO Y c�®
3 pg 2872,—
I —06� 4 LL C 1 �`S`'� i��� 11 30 2 �1 I
1 .�� 6 .671 `
6 SNAMRO CK DR q �'� y� 'i o P� v oU�' i11 I
p iQ
t�
PLAN
20'�
t
10 0 20 No. Date By
NOTES:
1. CORE OPENING INTO EXISTING MANHOLE TO
MATCH EXISTING INVERT OUT, AND RE —BENCH
MANHOLE PRIOR TO PLACING IN SERVICE. IF
BYPASS PUMPING IS NECESSARY, SUBMIT
BYPASS PUMPING PLAN PER SPECIFICATION
SECTION.
2. AT THE END OF EACH DAY, CONTRACTOR
SHALL BACKFILL ALL EXCAVATED AREAS OR
COVER WITH STEEL PLATES. AT NO POINT
SHALL EXCAVATED AREAS BE LEFT EXPOSED
WHEN WORK IS NOT BEING DONE IN THAT
IMMEDIATE VICINITY.
3. CONTRACTOR TO REBUILD CREEK BANK TO
MAKE A UNIFORM BEND AND INSTALL NEW
18" RCP TO EXTEND THE STORM DISCHARGE
PIPE AS APPROPRIATE.
4. SEE TCP -5 FOR TRAFFIC CONTROL PLAN
AND CONTROL ACCESS RESTRICTIONS.
Call befaM Vou dig.
SM It
wATm 301 South McDowell Street, Suite 512
ROWEK Charlotte, North Carolina 28204
1R4 NSPORPATM
ENERGY North Carolina State License Number F -1255
FACIU is Tel: [phone] Fax: 704 - 342 -2296
CHARLOTTE CHARLOTTE WATER
W TER ENGINEERING I DIVISION
x
CHARLOTTE, i
140 -12 -503
Job No. File No. BRIAR CREEK RELIEF SEWER
Scales „_ , 1— t�AqT-
PLAN
PROFILE
Vert. r.
„=20'
1"=5'
C_ _ 10
.STA.
40+00
TO STA. 50 +75
As Built
Date
BDDS
KWS
PEA
JSL
02/15
Sheet
14
Ot .
82
Revision
Surveyed By
Designed By
Drawn By
Praect —Engr
Approved By
Date
— � = - - f ._
_9.. « u ova �__✓
J
� , F 7 (_ ._._ . ... �... _ _ ..�

N
I
Li
® 675
w
w
i
Im
665
„•
.'
•'M
675 Q
M
ZOM
655 655
50 +75
0
j ,
PROPOSED
MH # 25
STA. 50 +86.44
N 545997.29
E 1471651.40
"-I
a �
C)
t
•
r
NOTES:
1. CORE OPENING INTO EXISTING MANHOLE TO
MATCH EXISTING INVERT OUT, AND RE -BENCH
MANHOLE PRIOR TO PLACING IN SERVICE. IF
BYPASS PUMPING IS NECESSARY, SUBMIT
BYPASS PUMPING PLAN PER SPECIFICATION
SECTION.
2. AT THE END OF EACH DAY, CONTRACTOR
SHALL BACKFILL ALL EXCAVATED AREAS OR
COVER WITH STEEL PLATES. AT NO POINT
SHALL EXCAVATED AREAS BE LEFT EXPOSED
WHEN WORK IS NOT BEING DONE IN THAT
IMMEDIATE VICINITY FOR THIS INSTALLATION
OF THE 4" SS LATERAL
3. CONTRACTOR SHALL REMOVE AND REPLACE
WOODEN TIMBERS THAT SERVE AS THE
PERIMETER OF THE PLAYGROUND FOR THE
INSTALLATION OF THE 4" SS LATERAL.
4. SEE TCP -5 FOR TRAFFIC CONTROL PLAN
AND CONTRACTOR ACCESS RESTRICTIONS.
5. INSERTA TEE SERVICE CONNECTIONS SHALL
BE USED TO CONNECT 4" AND 6" DIAMETER
SEWER SERVICE LATERALS TO THE NEW
RELIEF SEWER. SEE SPECIFICATION SECTION
02272 FOR DETAILS.
's,
L n I _... a I IN %_7 r n v` avr " v r \ \, ! I ,
REPAIR /REPLACE TEMPORARY 123 ° —
EXISTING GUT UTTER CONSTRUCTION N =54612 .50'
EASEMENT E=1471718.38'
ELV =67 .13'
ebar /Gip
ss
PROPOSED
<Z -r.,t - CZ 7 1 CPO A- f-Aboh
-1 0 5,� p PLUG AND ABANDON­ __ ----- '
:
18 RCP 1--
z U, s
-
-p® -a U, 1 \ _ ' Rim= 680.02'
°3 NOTE 1
a 3 �� �j 1� Inv In NW= 672.14
Inv In S= 674.22'
Inv Out= 672.11'
--
__--- NOW OR FORME
LOAN
THl NGUYEN & 'ViFE,
� XU AN P
NGUYEN
PROPOSED `1 PIN# 099 - 063-3
PG '480
58.14 LF DB 20947;
\C:,` 39 18" SS \ PB 2369, PG
1 2338 PURSER DR.
EXISTING
SEWER EASEMENT
=-6j SECURITY FENCE (TYP.)
f
' PLUG AND ABANDON 18" RCP
SEE NOTE 1. No. Date By Revision
w what's below.
Cali More you dig.
``2da ;ASS /®
® 68 gg
0
o .�
.......... t25`� >�
A N S. LP�\�� °�
C
S 11
WATER 301 South McDowell Street, Suite 512
EWRaNMENT Charlotte, North Carolina 28204
naarasp ENo w North Carolina State License Number F -1255
FACIUMS Tel: 704 - 342 -4546 Fax; 704 -342 -2246
CHARLOTTE, CHARLOTTE CHARLOTTE WATER
W6TERI ENGINEERING DIVISION
it • - •
Scales
PROFILE i.
As Built Date
BRIAR CREEK RELIEF SEWER
PHA
C-11
STA. 50+75 TO .STA. 54 +70
4) W
N ®
_
(0 W
0
W C9
APPROXIMATE
Q
Z
1 OOYR FLOOD
Z 4)
O ,q
EL 684.50
Z ,
W
Q.
rx
-
EXISTING
GRADE
Q. to V)
k
APPROXIMATE CREEK
BOTTOM ELEVATION
00
x
Wit°
Lt=J
t __L
PROPOSED
36" DIA.
PROPOSED 36" DIA. SANITARY SEWER
0 0.20%
SANITARY SEWER 0 0.20%
6" INV Out 663.18
"
INV
In
6612.57
36" INV In 663.28
36
INV
O
u t 6 i
2.4
18" INV In 670.85 _
.'
•'M
675 Q
M
ZOM
655 655
50 +75
0
j ,
PROPOSED
MH # 25
STA. 50 +86.44
N 545997.29
E 1471651.40
"-I
a �
C)
t
•
r
NOTES:
1. CORE OPENING INTO EXISTING MANHOLE TO
MATCH EXISTING INVERT OUT, AND RE -BENCH
MANHOLE PRIOR TO PLACING IN SERVICE. IF
BYPASS PUMPING IS NECESSARY, SUBMIT
BYPASS PUMPING PLAN PER SPECIFICATION
SECTION.
2. AT THE END OF EACH DAY, CONTRACTOR
SHALL BACKFILL ALL EXCAVATED AREAS OR
COVER WITH STEEL PLATES. AT NO POINT
SHALL EXCAVATED AREAS BE LEFT EXPOSED
WHEN WORK IS NOT BEING DONE IN THAT
IMMEDIATE VICINITY FOR THIS INSTALLATION
OF THE 4" SS LATERAL
3. CONTRACTOR SHALL REMOVE AND REPLACE
WOODEN TIMBERS THAT SERVE AS THE
PERIMETER OF THE PLAYGROUND FOR THE
INSTALLATION OF THE 4" SS LATERAL.
4. SEE TCP -5 FOR TRAFFIC CONTROL PLAN
AND CONTRACTOR ACCESS RESTRICTIONS.
5. INSERTA TEE SERVICE CONNECTIONS SHALL
BE USED TO CONNECT 4" AND 6" DIAMETER
SEWER SERVICE LATERALS TO THE NEW
RELIEF SEWER. SEE SPECIFICATION SECTION
02272 FOR DETAILS.
's,
L n I _... a I IN %_7 r n v` avr " v r \ \, ! I ,
REPAIR /REPLACE TEMPORARY 123 ° —
EXISTING GUT UTTER CONSTRUCTION N =54612 .50'
EASEMENT E=1471718.38'
ELV =67 .13'
ebar /Gip
ss
PROPOSED
<Z -r.,t - CZ 7 1 CPO A- f-Aboh
-1 0 5,� p PLUG AND ABANDON­ __ ----- '
:
18 RCP 1--
z U, s
-
-p® -a U, 1 \ _ ' Rim= 680.02'
°3 NOTE 1
a 3 �� �j 1� Inv In NW= 672.14
Inv In S= 674.22'
Inv Out= 672.11'
--
__--- NOW OR FORME
LOAN
THl NGUYEN & 'ViFE,
� XU AN P
NGUYEN
PROPOSED `1 PIN# 099 - 063-3
PG '480
58.14 LF DB 20947;
\C:,` 39 18" SS \ PB 2369, PG
1 2338 PURSER DR.
EXISTING
SEWER EASEMENT
=-6j SECURITY FENCE (TYP.)
f
' PLUG AND ABANDON 18" RCP
SEE NOTE 1. No. Date By Revision
w what's below.
Cali More you dig.
``2da ;ASS /®
® 68 gg
0
o .�
.......... t25`� >�
A N S. LP�\�� °�
C
S 11
WATER 301 South McDowell Street, Suite 512
EWRaNMENT Charlotte, North Carolina 28204
naarasp ENo w North Carolina State License Number F -1255
FACIUMS Tel: 704 - 342 -4546 Fax; 704 -342 -2246
CHARLOTTE, CHARLOTTE CHARLOTTE WATER
W6TERI ENGINEERING DIVISION
it • - •
Scales
PROFILE i.
As Built Date
BRIAR CREEK RELIEF SEWER
PHA
C-11
STA. 50+75 TO .STA. 54 +70

I
Wore
ME
MR
0 z 675
M
•s
NOR
••
•m
M
r-
M
675 0 z
_T1
M
M
ME
M
655 I I 655
54+70
Dol_uu
30+UU
M
OR c() �1�
\3?,G -03 REPAIR,/
oc3g_062 -74c) REPLACE
? ?G EXISTING
01,
\\A
2429 ®pG 177 GUARDRAIL
$ i '' � (� �l "c� � 223 a �"
UO
PLUG AND ABANDON-\
cr 04 8 " VCPIIDIP
C
PROPOSED
III
III co
C)
A
DI
fV7 r7 yy 28--A
\x N 546757.0 :01
7
Cn ;0
E 1471607.6
- �_Nllo
Z) SECURITY(jp
III LU
LAJ Q_ FENCE
TEMPORARY
C
U'd (0, C., \��- III V)
J (TYP) CONSTRUCTION 'PROPOSED
j EASEMENT
Z Q)
J/�o I-TREE
n
PERMANENT N
8
PROPOSED D/A.
SS III QL
0
PROTECTION
NOTES:
1. CONTRACTOR SHALL REMOVE AND SAFELY
STORE LIGHT POLES. POLES SHALL BE
RE—INSTALLED AFTER COMPLETION OF
CONSTRUCTION ACTIVITIES. CONTRACTOR
SHALL MAKE PROVISIONS FOR PROVIDING
TEMPORARY LIGHTING DURING CONSTRUCTION
2. CONTRACTOR SHALL PROTECT THE STORM
DRAIN INLETS FROM SEDIMENT.
3. SEE TCP-6 FOR TRAFFIC CONTROL PLAN
AND CONTRACTOR ACCESS RESTRICTIONS.
o\,N O'R E�� g Oo2- 4 ro
MEp \N 00 PG Al
-7-7
03 ?G A
22 -5r 0
PROPOSED
MH # 28
STA: 59-+-27.92
N 546731.09
E� 1471645.89
US,
N4`N � t�EN�o 2';-01
�C ptN#I: Og �, PG ; ��O
,D13 ?-?-ro
?G
P� ;SCR ®j�.
-..,"--PLUG AND ABANDON
EXISTING SEWER (TYP.)
REMOVE AERIAL
AND PLUG ENDS
CHARLOTTE
rf
W W 16TEH
140 -12 -503
Job No. File Ro,
Scales
1 "=20'
PLAN
PROFILE
1 "=20'
W­
ffivvv m
CDM_
Smith
,A,m 1 301 South McDowell Street, Suite 512
EWRONMENT Charlotte, North Carolina 28204
TRMSPORTAMON
ENERGY North Carolina State License Number F-1255
Mums Tel: [phone] Fax: [phone]
CHARLOTTE WATER
ENGINEERING DIVISION
CHARLOTTE, NORTH CAROLINA
BRIAR CREEK RELIEF SEWER
PHA
C- 12
+
STA. 54+70 TO STA. 60 00
"MM
N

700
695
O
695
690-
690
. ...
----------
- - ------
--
___APPROX1MATE
_
___
1 OOYR FLOOD
_ -EL 6�86 .30
+
685-
LU
EXIS ING GRADE
nt!2=1
--------------
M
- - - - ---
- - - - ---
- - - -
- - - - —
- - - -
>
:7
680—
0
0
<
680 z
_T1
M
675-
--APPROXIMATE
-BOTTOM
CREEK
ELEVATION
M
675
......
.....
.........
..
.........
........
........
.........
.
670
670
665
PROPOSED
36"
DIA.
SANITARY
SEWER
0 0.305vo---
17
660
- -----------
T__
- ------
T___
6 60
fly
if
I f f// �; T /VOW OR
YSOA/
;� RA4E-R�
D& 099 UPE)y
-19,3
/// f 210 06 7 — 09 Zs
Ps PC 9,48
>
P
61+00 62+00 PROFILE 63+00
HOR: 1 20' VERT: 1 5'
10 0 20 2.5 0 5
i 4
3
— NOW 0 >
00
Joki1v R M
/V "ORA, > a
P//V /'r-
&.
01 D& # 0,99 k)y/,DE-R
9;;,54.-061_ 1, � 0
08 A/0
0
N) /V,4AIc
SC& D&. 099
b&, 0
C: 0 6 Y,
t 221 P 3
CH FY ?8
co
r-
M
01
C: \,) y
RE z
J>
cu 0
rTj
A/
0�
7LAP/
66 AS C M�RC.-
A
t 2 a� 2N# 99
07 88 31�D2
65+00
I
I
NOTES:
1. CONTRACTOR TO INSTALL TEMPORARY
FENCING TO MAINTAIN A FULLY ENCLOSED
YARD DURING CONSTRUCTION ACTIVITIES.
Lij
C�
-C)
\\R //z
N 4
_4" - - fa
COLLAR
r
PERMANENT SEWER EASEMENT
� ®¢�F
4
.. ... .... . L
'High Voltage
Overhead
ARY ""N
TEMPORARY
SILT FENCE
19RIAR cpp N
Know whatt below.
Call MOM YOU dig.
COM
S m.,om h
WA 301 South McDowell Street, Suite 512
EwRONMO Charlotte, North Carolina 28204
TRMSPORTAYM
ENew North Carolina State License Number F-1255
FACUTIES I Tel: [phone] Fax: [phone]
CHA , RLOTTE CHARLOTTE WATER
WJ)TER ENGINEERING DIVISION
CHARLOTTE, NORTH CAROLINA
140-12-503
Job No. File No.
Scales
PLAN 1 "=20'
PROFILE Hor. 1 _1"=20)
Vert. 1 "=5'
As Built Date---,
cry
WS
I Designed 5y
NOCRIAR CREEK RELIEF SEWER,
C_ 13
STA. 60+00 TO STA. 65+00
PEA i
F I
Drawn By
r)
T' E 'J` (D

m
Lam
[lo•f]
•
1­1
z 680
0
AN
ME
I
XT0161
m
p
510101
rri
680 0
-T1
m
•
660--
660
65+00
I
PROPOSED
MH # 29
STA: 65-f-77.82-
�N 547376.33
E 1471568.11
Q�
6,
m
42
"NOW OR FORMERLY
AFYA GA6RIEL
' PIN# 099-L061-01
L4 JjAj�
DB 39 56- PG 502
2143
_gR
M,
117
its
m
L-- SECURITY F
FENCE CD -6
W/ GA TE
,—B- 14
N 547339.23
Q?
V
`X2 0'
20
40'X20'
LAUNCH � EXIT SHAFT
SHAFT
66!
csv-� B— 1 4A
N ,�526.20
5 4,
E lA71624.30
7 SO
EL 688
A
10,
E 1471681.06
EL 681.28
A
RAILROA6 BRIDGE
ZZ
8k\21
RIPRAP DIVERSION.Am
CHANNEL NO. 2
TEMPORARY
SILT FENCE CD -1 0
PROPOSED
MH # 30
STA: 67-1--49.38
N 547542.01
E 1471612.58
PERMANENT
SEWER EASEMENT
SECURITY FENCE, TYP.
43
Now OR FORMERLY
RUFUS G. PETTIS
PIN# 099-074-13
D8 26541; PG 165
3200 DENSON PL..
_TEMPORARY
25 CONSTRUCTION
EASEMENT
CONCRETE ENCASEMENT E
(STA 684-80 TO STA 68-1-99) �CD -7
)
TRIBUTARY CROSSING D
6 6",
STA 69-+-O"-j
T.Nommo•
NOTES:
1. COMPLIANCE WITH CSTX/NS RAILROAD
ENCROACHMENT AGREEMENT IS A CONTRACT
REQUIREMENT, SEE SPECIFICATION SECTION
-------- NO. BLASTING IS ALLOWED WITHIN
CSTX/NS R/W.
2. THE TUNNEL LAUNCH SHAFT AND EXIT SHAFT
SHALL REMAIN FULLY SECURE AT ALL TIMES
WHEN THERE IS AN OPEN EXCAVATION OR
CONSTRUCTION EQUIPMENT PRESENT.
ww;-
Knmwhatysbelow.
Call bdore you dig.
wATE11 301 South McDowell Street, Suite 512
ENVIRONMENT Charlotte, North Carolina 28204
TP�ANSPOKAMON
ENmm North Carolina State License Number F-1255
FACE= Tel: [phone] Fax: [phone]
I CHARLOTTE CHARLOTTE WATER
WWW 6TER ENGINEERING DIVISION
CHARLOTTE, NORTH CAROLINA
140-12-503
Job No. File No
Scales
PLAN 1 "=20'
PROFILE Hor. 1 "=20'
Vert.
As -Built Date
BRIA R CREEK REL IEF SE WER
C— 14
STA. 65+00 TO STA. 69+00
KWS •
Revision Designed By I
PEMITT SET — NOT F01-R,
Z
=EXISTING
GRADE--,
Z
Ld
N
N
:z
+
Z n ()—
I
I
tom.
.G . 1,
11� 0),q—
APPROXIMATE
TRIBUTARY
O Q (0
�Q 't "t ,
1 OOYR FLOOD
L 688.30
---
00 -.
CROSSING
N
D
V)
N
q (0
+
00
ct—
----
it
-----------
------40'X20
--20'X2
P
LAUNCH m
EXIT SHAFT
SHAFT
B
STREAM BANK
CD-
RESTORATION
CREEK
=APPROXIMATE
BOTTOM ELEVATION
t.
-9-SAE&E-1)
sa
PRO
::>OSED
36"
LIA.
ZW-F-
as
SAIN11TAb
Y S,57�r-jW-
U.15C
36"
INV Out 667.50
30
INV In 668.00
36 INV Out
666.88—
11O LF MIN.
�A
CONCRETE
ENCASEMENT
J—
36" INV In 666.98
6D" DIA. TUNNEL
(STA 68-1-80 TO STA 68-4-99)
m
p
510101
rri
680 0
-T1
m
•
660--
660
65+00
I
PROPOSED
MH # 29
STA: 65-f-77.82-
�N 547376.33
E 1471568.11
Q�
6,
m
42
"NOW OR FORMERLY
AFYA GA6RIEL
' PIN# 099-L061-01
L4 JjAj�
DB 39 56- PG 502
2143
_gR
M,
117
its
m
L-- SECURITY F
FENCE CD -6
W/ GA TE
,—B- 14
N 547339.23
Q?
V
`X2 0'
20
40'X20'
LAUNCH � EXIT SHAFT
SHAFT
66!
csv-� B— 1 4A
N ,�526.20
5 4,
E lA71624.30
7 SO
EL 688
A
10,
E 1471681.06
EL 681.28
A
RAILROA6 BRIDGE
ZZ
8k\21
RIPRAP DIVERSION.Am
CHANNEL NO. 2
TEMPORARY
SILT FENCE CD -1 0
PROPOSED
MH # 30
STA: 67-1--49.38
N 547542.01
E 1471612.58
PERMANENT
SEWER EASEMENT
SECURITY FENCE, TYP.
43
Now OR FORMERLY
RUFUS G. PETTIS
PIN# 099-074-13
D8 26541; PG 165
3200 DENSON PL..
_TEMPORARY
25 CONSTRUCTION
EASEMENT
CONCRETE ENCASEMENT E
(STA 684-80 TO STA 68-1-99) �CD -7
)
TRIBUTARY CROSSING D
6 6",
STA 69-+-O"-j
T.Nommo•
NOTES:
1. COMPLIANCE WITH CSTX/NS RAILROAD
ENCROACHMENT AGREEMENT IS A CONTRACT
REQUIREMENT, SEE SPECIFICATION SECTION
-------- NO. BLASTING IS ALLOWED WITHIN
CSTX/NS R/W.
2. THE TUNNEL LAUNCH SHAFT AND EXIT SHAFT
SHALL REMAIN FULLY SECURE AT ALL TIMES
WHEN THERE IS AN OPEN EXCAVATION OR
CONSTRUCTION EQUIPMENT PRESENT.
ww;-
Knmwhatysbelow.
Call bdore you dig.
wATE11 301 South McDowell Street, Suite 512
ENVIRONMENT Charlotte, North Carolina 28204
TP�ANSPOKAMON
ENmm North Carolina State License Number F-1255
FACE= Tel: [phone] Fax: [phone]
I CHARLOTTE CHARLOTTE WATER
WWW 6TER ENGINEERING DIVISION
CHARLOTTE, NORTH CAROLINA
140-12-503
Job No. File No
Scales
PLAN 1 "=20'
PROFILE Hor. 1 "=20'
Vert.
As -Built Date
BRIA R CREEK REL IEF SE WER
C— 14
STA. 65+00 TO STA. 69+00
KWS •
Revision Designed By I
PEMITT SET — NOT F01-R,

01
0 LL-
680
M
M
No
Xm
M
680 0
M
M
660 ....... . .........
660
69+00
19�
c)
/U+UU
Ss
`3
-PLUG AND
ABANDON
12" VCP
L__­­A- ­11
Z4 3
43
SECURITY FENCE
NOW OR FORMERLY
RUFUS G. PETTIS —TEMPORARY
PIN# 099-074-13 CONSTRUCTION
DB 26541; PG 165 EASEMENT
3200 DENSON PL.-
ti
A
A
'PERMANENT
SEWER
EASEMENT
i11111
IN
Iff
01
IT
682
ANTI—SEEP.. .­B'-1.­ . .. ..... ­-
COLLA
PROPOSED R
.. . ...... ..... .
Q
MH # 31
. .. ..... ... .... . . ....... ­­11, ... . . ...
. . ... ............... ,
STA: 69-1-32.22
N 547541.97
E 1471795.43 TEMPORARY
SILT FENCE
8" FFf
BRIAR CREEK
PROPOSED
1 10.89 LF
O
f.
.... ..
18 DIA. SS.�-­
w.
. ... .
r�
-- - - - - - - --
-XI
... . ... . ... ... .... . ... -V
CONCRETE
ENCASEMENT
PROPOSED
MH # 31—A ... ........
0- -z-'—N 547463.79
. . ..... E 1471874 O8
+
PROPOSED
EXISTING SEWER EASEMENT —\
18
16.58 LF
C-40
18 DIA. SS
r.
oil
(51.
7
maw whatt below.
Call beWre you dig.
-cimm'ith
WATER 1 301 South McDowell Street, Suite 512
MRONMENT Charlotte, North Carolina 28204
TWS PMA,nON
ENOW North Carolina State License Number F-1255
FAMMES Tel: [phone] Fax: [phone]
CHARLOTTE CHARLOTTE WATER
W
6TER, ENGINEERING DIVISION
CHARLOTTE, NORTH CAROLINA
Job No. File NO.
Scales
1 1)=2C
PROPOSED PLAN
PROFILE
1 "=20'
N 547452. 10 Hor.
Vert.
E 1471885.84
PLAN
As Built Date
1 20'
BDDS KWS
10 0 20jy
Surveyed B Designed B9, No. Date By Revision y y g y
6
MI IN
BRIA R CREEK RELIEF SEWER
C----1 5
STA. 69+00 TO STA. 74+00
�1011111=
■DON
9
p F "
A_
F---T
Z (N oo (0
Q N)
i
Q
APPROXIMATE
OOYR FLOOD
kEL 688.60
�EXISTING
GRADE
------
- -- -------------
-----
-----------
----
-- --------
- -- --
----------------------------
---------------APPROXIMATE
CREEK
BOTTOM ELEVATION
.........
--
---------
ILZAXI/TAIRY
SEWER
0
-----30"
INV Out 668.55----
30" INV In 668.65
12" INV In 677.98
INV In 669.95
Xm
M
680 0
M
M
660 ....... . .........
660
69+00
19�
c)
/U+UU
Ss
`3
-PLUG AND
ABANDON
12" VCP
L__­­A- ­11
Z4 3
43
SECURITY FENCE
NOW OR FORMERLY
RUFUS G. PETTIS —TEMPORARY
PIN# 099-074-13 CONSTRUCTION
DB 26541; PG 165 EASEMENT
3200 DENSON PL.-
ti
A
A
'PERMANENT
SEWER
EASEMENT
i11111
IN
Iff
01
IT
682
ANTI—SEEP.. .­B'-1.­ . .. ..... ­-
COLLA
PROPOSED R
.. . ...... ..... .
Q
MH # 31
. .. ..... ... .... . . ....... ­­11, ... . . ...
. . ... ............... ,
STA: 69-1-32.22
N 547541.97
E 1471795.43 TEMPORARY
SILT FENCE
8" FFf
BRIAR CREEK
PROPOSED
1 10.89 LF
O
f.
.... ..
18 DIA. SS.�-­
w.
. ... .
r�
-- - - - - - - --
-XI
... . ... . ... ... .... . ... -V
CONCRETE
ENCASEMENT
PROPOSED
MH # 31—A ... ........
0- -z-'—N 547463.79
. . ..... E 1471874 O8
+
PROPOSED
EXISTING SEWER EASEMENT —\
18
16.58 LF
C-40
18 DIA. SS
r.
oil
(51.
7
maw whatt below.
Call beWre you dig.
-cimm'ith
WATER 1 301 South McDowell Street, Suite 512
MRONMENT Charlotte, North Carolina 28204
TWS PMA,nON
ENOW North Carolina State License Number F-1255
FAMMES Tel: [phone] Fax: [phone]
CHARLOTTE CHARLOTTE WATER
W
6TER, ENGINEERING DIVISION
CHARLOTTE, NORTH CAROLINA
Job No. File NO.
Scales
1 1)=2C
PROPOSED PLAN
PROFILE
1 "=20'
N 547452. 10 Hor.
Vert.
E 1471885.84
PLAN
As Built Date
1 20'
BDDS KWS
10 0 20jy
Surveyed B Designed B9, No. Date By Revision y y g y
6
MI IN
BRIA R CREEK RELIEF SEWER
C----1 5
STA. 69+00 TO STA. 74+00
�1011111=
■DON
9
p F "
A_

om
L101 11M
ro Me
IMM
W
0 z 680
MA
am
M
M-61
M
0
680 z
1­1
_T1
M
M
M-11
660-- 1 -4— 1 660
74+00 75+00 76+00 77+00 78+00 79+00
PROFILE
HOR: 1 20' VERT: 1 5'
= I lmmmmm�� i
• 0 20 2.5 0 5
_j
U
T
0
0 90,
0�
70.
�10
`Q
0
0
. ...... .. .. 09
�`F�z 7
0
9. 59 17
0,>
0
7
0
6�0 �q 0 �1'� ��
C
99 �� /+, , ?N1,
�p. 09
79.
�/o
01
9> '9',7 0,0�,
56)
0
0
7F�,-�o 'Ic, 0 0,
01%
17 7 4� Z4A, Q,
'PROPOSED
MH # 32
Co T w- -7 -4 , 4 4 1= C2
01
01
I
SECURITY
� ®z . --.> t�, ......,, �~ . \ / ?, <F� °F yy � �s0 l '4' .70. N�1'1 1' 0
0 �V�0`
�C D Y-6
FENCE 19
— 01 70
�-3
01 Al
It .. :4"�* ___1r_ 9 0 0
v
Fr%- L-a -
A4H ZZ 33
STA 75-1-70.85
N 547889.75
cp
E 1472327.47
7,70 79.
0
0
B -16''
4-Z. 16
93.5,0,. 10
89,63 9,63 +
I
. . . .
LjLj .... ... .
TEMPORARY \0/ E3 R CONSTRUCTION
A4PORARY A
tai
. ...... . . . ..... ... 'EASEMENT TEMP GD
_..rte"
SILT FENCE
... . ......
... .. . . ...
. ... .... . ... . ........ ... .. ....
.. . ........
_0
'q
... .... ...
... .... . ... ------
EXISTING
. .......
SEWER EASEA4ENT777777=-'
. . . ... .....
0,
el
01
o z -1 44-
,7
77 . ... ......
0 71� . . ....
9
0 0 . . ....
. ... ..... . .. ...... .... .... . -3-
ZZ
0
011
0
o
Zr
0 2J 3 9
co
0�
7
4
79 7 >
&
`4 b
x
0
PLAN
No. Date By Revision
10 0 20
0 1
mow what's below.
Callbefomvoudig.
mil
140-12-503
Job No. File No.
Scales
PLAN 1)1=20)
PROFILE Nor. 1 "=20'
Vert. 1
It
'R • ..........
///YANS.
at
Cimm'ith
WAIER 1 301 South McDowell Street, Suite 512
EWRONMEW Charlotte, North Carolina 28204
TRMSPORTATM -
ENOW North Carolina State License Number F-1255
FACT MES Tel: [phone] Fax: [phone]
11
00114 rply, IBM=
•
%
T-)
Al
W
Znttj
Z 00 a—
EXISTING GRADE
()
00
N
LU +
Ld +
APPROXIMATE-
1 OQYR FLOOD
---
____ ------
N
W_
rL
1
rjhE,, 689 0
CL W)
(n
_Q. 4) (n
ray
----------------------
---------------------
T_
V)
00
(n
r--
C/)
00
--------APPROXIMATE
CREEK -----
C14 —
I
C_�
I
_00—
0 -
C14
BOTTOM ELEVATION
00
G 1
00
--
--------
------
SEWER
0
0-305�6—
PROPOSED 30" DIA.
SANITARY
PROPOSED
.30"
DIA.
SANITARY SEWER
0 0..30 % - --
I
1M
30.-I INV' Out 670.66
INV In .670.76
M
M-61
M
0
680 z
1­1
_T1
M
M
M-11
660-- 1 -4— 1 660
74+00 75+00 76+00 77+00 78+00 79+00
PROFILE
HOR: 1 20' VERT: 1 5'
= I lmmmmm�� i
• 0 20 2.5 0 5
_j
U
T
0
0 90,
0�
70.
�10
`Q
0
0
. ...... .. .. 09
�`F�z 7
0
9. 59 17
0,>
0
7
0
6�0 �q 0 �1'� ��
C
99 �� /+, , ?N1,
�p. 09
79.
�/o
01
9> '9',7 0,0�,
56)
0
0
7F�,-�o 'Ic, 0 0,
01%
17 7 4� Z4A, Q,
'PROPOSED
MH # 32
Co T w- -7 -4 , 4 4 1= C2
01
01
I
SECURITY
� ®z . --.> t�, ......,, �~ . \ / ?, <F� °F yy � �s0 l '4' .70. N�1'1 1' 0
0 �V�0`
�C D Y-6
FENCE 19
— 01 70
�-3
01 Al
It .. :4"�* ___1r_ 9 0 0
v
Fr%- L-a -
A4H ZZ 33
STA 75-1-70.85
N 547889.75
cp
E 1472327.47
7,70 79.
0
0
B -16''
4-Z. 16
93.5,0,. 10
89,63 9,63 +
I
. . . .
LjLj .... ... .
TEMPORARY \0/ E3 R CONSTRUCTION
A4PORARY A
tai
. ...... . . . ..... ... 'EASEMENT TEMP GD
_..rte"
SILT FENCE
... . ......
... .. . . ...
. ... .... . ... . ........ ... .. ....
.. . ........
_0
'q
... .... ...
... .... . ... ------
EXISTING
. .......
SEWER EASEA4ENT777777=-'
. . . ... .....
0,
el
01
o z -1 44-
,7
77 . ... ......
0 71� . . ....
9
0 0 . . ....
. ... ..... . .. ...... .... .... . -3-
ZZ
0
011
0
o
Zr
0 2J 3 9
co
0�
7
4
79 7 >
&
`4 b
x
0
PLAN
No. Date By Revision
10 0 20
0 1
mow what's below.
Callbefomvoudig.
mil
140-12-503
Job No. File No.
Scales
PLAN 1)1=20)
PROFILE Nor. 1 "=20'
Vert. 1
It
'R • ..........
///YANS.
at
Cimm'ith
WAIER 1 301 South McDowell Street, Suite 512
EWRONMEW Charlotte, North Carolina 28204
TRMSPORTATM -
ENOW North Carolina State License Number F-1255
FACT MES Tel: [phone] Fax: [phone]
11
00114 rply, IBM=
•
%
T-)
Al

rM
mm
M.
•M
r.
iss
0 685
611006
=111
AIK01
"I
M
5 .
M
M
f-
M
685 0
_T1
M
q
MR
AVA
M-0
665 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i I i 4- 665
79+00 80+00 81+00 82+00 83+00 83+50
PROFILE
HOR: 1 20' VERT: 1 5'
M I MOM1118 - -1
10 • 20
J
A
L - - - � �. � 0
0
0 - - - - - - - - - 1- - , ' `�
C, 4,
10
(5
0
Qr 0 /0
6) 0,
0
x
X0,
000
<600 0
'Q _�f
0 0-p 0/"
0,
-1p
';J/
C)
70
/p
v10 .TEMPORARY
'7
.... .. ....
M.
PROPOSED
TEMPORARY
MH # 34 0-
;x
. ...... T FENCE
SILT
STA: 80-1-61.53 0
N 548133.72 0 (y
!Z
E 1472753.19
(5 0
... .... ....
V
6 EXISTING
SEWER
EASEMENT
100YR LINE,__-,
FLOOD,
S'�
EASI
. .. . ..... . ... ... . ...
z
cp
17
7
. ....... ...... .
.. ... ... ... PLUG AND ABANDON
EXISTING SEWER
0. 'V
PLAN . .... ..
1 20'
a
No. Date By Revision
10 0 20
1 . CORE OPENING INTO EXISTING MANHOLE TO
MATCH EXISTING INVERT OUT, AND'RE—BFNCH
MANHOLE PRIOR TO PLACING IN SERVICE. IF
BYPASS PUMPING IS NECESSARY, SUBMIT
BYPASS PUMPING PLAN PER SPECIFICATION
SECTION.
maw what%below.
Call MOM you dig.
CAARLOTTE
WI6TEHONft
mrsIMPA&TWE
Job No. File No.
Scales
PLAN 1 "=20)
PROFILE Nor. 1 "=20'—
Vert. l't=5)
As Built Date
%
..........
�;�4NS-\-
CDM_
Imth
WATMI 301 South McDowell Street, Suite 512
EwRONmENT Charlotte, North Carolina 28204
s EN
aw North Carolina State License Number F-1255
FAMPES Tel: [phone] Fax: [phone]
IL
BRIA R CREEK REL IEF SE WER
P14A SE
C -17
STA. 79+00 TO STA. 83+50
rf—i -T-i
UaLe

V"
M
I=_
• m
Li
IJJ
0 685
010
Mrm
I.;
ow
Im
=01
M
r-
M
0
685
M
M
rq I =1
RM
nut
665 F T
665
I I
83+50
M
85+00 PROFILE 86+00 87+00 88+00
HOR: 1 20' VERT: 1 5'
10 0 20 2.5 0 5
-4
0 ls�
So
Q
0 !P,
PLUG AND 00 c� 5�� \0
ABANDON "0. Q
f1h '/0
8 VCP IAN ^J
PROPOSED 61./ o
IT `, I '1�
7> 0
'9
0
U
<
PROPOSED '07 0 (/ a I / "o 0 \
L 00 -
:6) 11�r ly'9 /�Jb 11�1/ 0
MH # 36—A
00 cp N 548335.4 7� '77 V> os up
0
E 1473057.93
C" 0
/0" TEMPORARY
\0 40 CIO,
0. CONSTRUCTION EASEMENT
�9
PLUG AND —''
ABANDON
12"*'VCP
PROPOSED
91 1 2 1. ,
194 LF (0 1$ , 0 DIA. 'p 0
1 5 S
91\
TRIBUTARY /01
0. O'Q �� %
0 0,
4f_ yy ti
CROSSING E 0 0
1r;
0
PLAN
/0
A �91 f4
PROPOSED MH # 36—B E
0 A�o
CONCRETE
ENCASEMENT —7 �tl 0
N 548232.9 1 6" 20'
00 Na. Date By
1473036.40-,,, ­6'
E
= 1
10 0 20
/\'\�
NOTES:
1. CORE OPENING INTO EXISTING. MANHOLE TO
MATCH EXISTING INVERT OUT, AND
RE—BENCH MANHOLE PRIOR TO PLACING IN
SERVICE. IF BYPASS PUMPING IS
NECESSARY, SUBMIT BYPASS PUMPING
PLAN PER SPECIFICATION SECTION.
2. CONSTRUCTION TRAFFIC ON KILDARE DRIVE
BETWEEN THE PLAZA AND DOLPHIN LANE
IS PROHIBITED.
3. SEE TRC-6 FOR TRAFFIC CONTROL PLAN
AND CONTRACTOR ACCESS RESTRICTIONS.
iuwwwhat%below.
Call befom you dig.
..........
/Oullm I\\
cggi
th
WATM 301 South McDowell Street, Suite 512
EWMNMENT Charlotte, North Carolina 28204
TMSPMATION
04aw North Carolina State License Number F-1255
FAMM'S1 Tel: [phone] Fax: [phone]
_-T
)OS
IL J] K

7�
"j
Li
9
PROPOSED
100YR FLOOD LINE MH # 38
/V "o
0
0 S TA: 9 1 4- 4 4.32,
9 //V
9, 0
gZ1,
N 548765.78
E 1473549.54 7,3� 99 404�-
Id 66. -0
(90. 6/,
9
"N
..... .... .
v.
MH # 37 EXISTING SHED­ - ­ --- . ...... .
04t
S TA: 8 8 -f- 3 0. as'" NOTE 1
... CREEK
... . ....
_N 548612.30 BRIAR
-9 - A "JL I T I ir- i r- D
r- rx k­1 I r_ I., ! I I V
EL 689.13 (TYP
x
711
0
x 77r777.n* zl� <9
00
701,
A_) CONSTRUCTION 20, -1 701, * � n Ac 0 0 tyo
A6 d9 I �00 /Z
EASEMENT 4e�dtp I 1 0
41 STAGEING 4 7d "
os�, 4,0,4, �j
AREA
10 NO, 3 6 0
0 ic
99, 0
0, /VO
�97 C ROL
77.' A) 0. UR F-ORME&L
x'_ 0
7/v A'
9<, B �, # (51 Ogg-
0 08 67
99 0 , 129. p
�?x
77
11. 1 P G 984 E� F�C� r rmooQ� CY
(91- ic
P, ps & 0 9 'IC4° �
S7 Ab ox� 0& 09 77. �0 7" IV�,, 29 D G 8 � 4 �, CD- N,
OLPI-11 0
'577> 1 0(9 /% 60i 0 0> /V
77., 0 , 7 157- LIV.
(5 >3 , V � 1s��c %0 06 ?o g6;
$` -9 41{ 77. 10 0 S " ' 0 fis 7
3
44 �Y/ 0 0 Av
6
r v
CONSTRUCTION
ENTRANCE /_q
x
70"
I
NOTES:
1. SHED NOTE...
2. SEE TCP-6 FOR TRAFFIC CONTROL PLAN
AND CONTRACTOR ACCESS RESTRICTIONS
what's uem.
Callbefinyoudig.
C,
WATER 301 South McDowell Street, Suite 512
TRq EwRONmmT Charlotte, North Carolina 28204
45PM
Dow ATM
North Carolina State License Number F -1255
FAUMES Tel: [phone] Fax: [phone]
CHA I RLOTTE CHARLOTTE WATER
W
W w 6T E Hmmmk' ENGINEERING DIVISION
CHARLOTTE, NORTH CAROLINA
"Iqp 70" 140-12-503
Z�-
Job Na. File NO.
BRIAR CREEK RELIEF SEWER
651 Scales
-qoo 0 1 "=20'
PHIN LANE So­� PLAN PHA SE ill
> �_ �_ � oftft
SECURITY PROFILE
cc F
1„ =20'
cc GA TE 0 Hor.
-0� cc CD-6
(TYP.) 0 Vert. C_ 19
PLAN z STA. 88+00 TO STA. 93+00
mw-
As Built Date
3S j 1 20' Sheet Of
04 BDDS KWS PEA JSL 02/15
4t 10 0 20 7�� No. Date B Revision Surveyed By Designed By Drawn By Proi-En -Engr Approved By Date 23 82
ZZ--z-
T j
_F;j_ T
N',�'7)T F01F
T

vAuf
EM
am
"I
Uj
0 690
Ld
M1
am
N
"t
VOTI
•
M
r—
M
690 0 z
_T1
M
M
685
D 24 " DIA.
?Y SEWER 0 0.40%.
�* ma
M
I
670 1 670
93+00
M
M
96+
PROFILE I
HOR: 1 20' VERT: 1 5'
10 0 20 2.5 0 5
97+00
SEE NOTE
P\ ;`
L,� U
~ G AND
P OPOSED
4.90 LF "ABANDON
V p PLUG AND =8 VCP 4, a' bfA. Ss
0
4'ZA04' ABANDON / / / d ! ! ! _0�AC , q �° � 'O ,qn LY F gf i� O�6,'AA� RI f l / ®9fit� „ C�t� 1F L j , � A 1)n` g�I B °' fi `Tv I 1 `� gr,Lcfoqt �fi� o �'C fi o°�2' 0
�J4
0
4, 0�'
OC
0
9
9
0
a vCP
-0
7/v (51
/V �(5 04/
0& 99 0 z
�b 0'�
REPAIRIREPLACE
79,, 6)��qcl
7y, CURB AND GUTTER
09 �0� �0� '�4 )-
0 -19'�6' 9 C;� Av�'
90 9, Y/VS'O, C� % 0 ' 91?
7C) �21�
'qAz' 0 9 0 PER NCDOT STD
0
09
9
09 �fe 0 �0
99, 9S. 0<97 vv "v I;'
tkIp” 1-q�' 0' -)o qv�
846.01 (TYP.)
3T PROPOSED ,� <C �(76 �?S' 90 /N -'0
PROPOSED
( � n:k':2
0 0 7>' 44 C, PAVEMENT
i
REPLACEA4ENT
M
/Cb
A
n
—M
!!! ! ! �° i 190
k
IA I
I �'o
A
ol
�j A 9'T
1z
�Z Z) as
Q.
00 ;9
`z
+
00
iston
mL i Revisi
U.%%Ts=
NOTES:
1. CORE OPENING INTO EXISTING MANHOLE TO
MATCH EXISTING INVERT OUT, AND RE-BENCH
MANHOLE PRIOR TO PLACING IN SERVICE. IF
BYPASS PUMPING IS NECESSARY, SUBMIT
BYPASS PUMPING PLAN PER SPECIFICATION
SECTION.
2 ALL WORK IN ROAD R/W TO BE DONE AT
ONE TIME TO MINIMIZE IMPACTS.
3. SECURITY FENCE SHALL BE PLACED ON BOTH
SIDES OF SHANNONHOUSE DRIVE WITHIN THE
RIGHT OF WAY FROM THE BRIDGE OVER
BRIAR CREEK ACROSS THE TEMPORARY
CONSTRUCTION EASEMENT.
4. SEE TCP-7 FOR TRAFFIC CONTROL PLAN
AND CONTRACTOR ACCESS REQUIREMENTS.
i(ww what's below.
Call behn you dig.
...........
A
...- CM
/AN
CDM_=
Aft
owlith
WATER 301 South McDowell Street, Suite 512
EWRONMENT Charlotte, North Carolina 28204
TRMSPORTAMON
ENaw North Carolina State License Number F-1255
FAC'U""I Tel: [phone] Fax: [phone]
S 4r CA C
F"

710
VA M1
WN
WOR
0 690
�j
bi
WN
M004
5-W
E
705
rXII
M
r-
M
690
M
M
LOW,
W91
=9
670 1 1 1 1 1 1 1 1 1 670
. .. .... ...
%RGAS &,/WIF f Lisp C,
ENRIQUE­ 17(
NOW OR FORM ERLY,,/A_7
0&
�6' SECURITY JOSEFINA G. VARdAS
01
FENCE . .. ... J�dj BLS' 4G
0 1 OOYR FLOOD LINE
A CD-6 DB 10971; PG 4,6-'
0
NOW FORMERLY 0
1411 SHANNONHOUSE DR.
0 7100)8- -8; 44f PAMEL J. SMITH & 07
X MCGEE
TEMPORARY x -9: 7.0, LISA
CONSTRUCTION 0 ...... PIN# 099 116-09
EASEMENT 10 .11 , TREE D13 3257; G 547 NO 0 RM Y
0 NOW OR FO M" PROTECTION ROB A& &
R RL PB 8; � PG 441 <
0
40/ 69 FRANKE' L'- DA'VIDSO -WIF (TYP.) 0, _641 WIFE, LI RIS
0 "Ill 5408 KINSAL LN. 1%40 91 pvo�
HELEN L. PIN# 9-1
��\
..DAVP
-PtN '0919— 116 —1 DB 2638• PG 28t
04
WESLEY J. MYERS, S R. & W E
NOW OR FORMERLY DB 4122; PG,_ 1-10, P8 8; PG 441 0
0
—PROPOSED 0
PB a,;.,_P­G'-441 LE LN. 0 5412 KINSA
MH # 43
N YE RS 0)2) %,J DALLAS R,-- -YER 1417,-,S-H-ANNONHOUSE DR. -10
I-
11
�'f - P.M-#'_0'§9-116 —13 ST A. .7 -f- 1_5�1 0
17 <C1
N 549174.87 1PROPOSED 0
644; PG 569
0 E MH # 44
G 441 0 STA: 1014-18.62
0 yy
1 SHA E DR. '_5�
(N 54-9285.5.3
n.
'E 1474290.81
C)
,
a
0
X\ 1-105r-, 0
lb"
1 U4+UU
=M_
1011.
ali
0
'q
0 J'<�"
-<o\
70 00 1Q `p
'Q.
C OM_
11 x
0
x\
0, 1 &
70 �51 7'5� �� �p 0
0
Q_�
=I==
Revision
Ns.
CD M_
S MUnth
WAN; 1301 South McDowell Street, Suite 512
EWRONM Charlotte North Carolina 28204
TRMSP0R`rAnqN I
ENERGY North Carolina State License Number F -1255
FACILITIES Tel: [phone] Fax: [phone]
CHARLOTTE WATER
ENGINEERING DIVISION
CHARLOTTE, NORTH CAROLINA
BRIAR CREEK RELIEF SEWER
I wi. I C-21
Vert.
1111 STA. 98+50 TO STA. 104+50
As Built Date
wjaolkvjg� RME Approved By mooffix-
7
_�T
�
PFTMYF SIP 'J
J'\ 0
CHARLOTTE
'<�
V W TER
S 'Q.
6.
0 -0 0 6'
140-12-503
Job No. File NO.
Scales
PLAN 1 $1=20'
PROFILE
1 "=20'
Ns.
CD M_
S MUnth
WAN; 1301 South McDowell Street, Suite 512
EWRONM Charlotte North Carolina 28204
TRMSP0R`rAnqN I
ENERGY North Carolina State License Number F -1255
FACILITIES Tel: [phone] Fax: [phone]
CHARLOTTE WATER
ENGINEERING DIVISION
CHARLOTTE, NORTH CAROLINA
BRIAR CREEK RELIEF SEWER
I wi. I C-21
Vert.
1111 STA. 98+50 TO STA. 104+50
As Built Date
wjaolkvjg� RME Approved By mooffix-
7
_�T
�
PFTMYF SIP 'J

715
M
M
go•
1-1
Ll
Ld
0 695
•911•
am
15
UN
go
••
M
r-
M
0
695 z
M
M
•
M
M
1
675 675
1 104+50
PROPOSED 0
29.09 LF -1 f-
7`<"N � 0
8 DIA. SS
if /-
rR
1-10,
0
N-wm
� l
PROPOSED
107+00
PROFILE
H•R: 1 20' VERT: 1 5'
10 0 20
MH # 46-8 :�rp" -)�o
0
N 549599.82
'01-0. 0 0 r 0
E 1474532.04 '0,SA0 L' x
X\ 0 r � 'p
'0
0
�0 /0 0
x 8?
,Q-
@ 0 '0.
�Q' 0
&6`f 0O. \ �' �' <� I
61.
J S
IP '.' ,, 0
10
VA I I-
O�
\ 0 11 '0'z� /1 rr
0 '
.-0
4-1
zs�
. . ..... ... - '0\
0 15/' (�o
0/'
Q
<11
7"
�?4
),�?4
PROPOSED
Etvf 0 VE AERIAL
T
... .. . .... ..... ... ---&4H # 47 A \
STA: 107-4-46.37' 0 p1
AND PLUG ENDS
MH-2529 - ----------------- - . .................. 549684.33
m.
-E 1474700.03
7-7—
64 --
6 4
TEt%4PORARY
.24 x
SILT FENCE
Inv Out=688.16'
-2-
SEE -7
NOTE 1 7
N'---a4-9-7i2i:1-4 ----:
111,11, �Jjl'
17 5. 5 E) 7v Illiflilill jiNkill, 01! 1 Jill 4
A
0
■
NOTES:
1. CONTRACTOR SHALL PROTECT 30" RCP
STORM DRAIN FROM DAMAGE AND SEDIMENT
BUILDUP AND MAINTAIN ITS ABITITY TO
DISCHARGE STORMWATER.
wwwwhat% bet ow.
Call tefolm Vou dig.
/jam '74 N S.
WATER 301 South McDowell Street, Suite 512
EWRONMENt Charlotte, North Carolina 28204
TMNSPORTARON
ENmGy North Carolina State License Number F-1255
FACILITIES Tel: [phone] Fax: [phone]
CHARLOTTE C?�ARLOTTE WATER
Wt)TER ENGINEERING DIVISION
CHARLOTTE, NORTH CAROLINA
140-12-503
Job No. File No.
Scales
PLAN 1))=2C
PROFILE Hair. —1 "=20'
Vert. — 1"1=5"
T
F-mZ'RIAR CREEK RELIEF SEWE4,
PHA
LN W-A

715
VAN
mm
Ll
�
695
D
am
�
Im
675 1 875
108f75 109f00 110f00 111f00
PROFILE
HOR: 1 20` VERT 1 5`
'
10 O 20 2.5 O 5
REMOVEIREPLACE
100YR,, FLOOD LINE�% EXISTING FENCE
EXISTING SHED
R FORM
PLUG AND/ P
�//r eo PROPOSED LIP
PROPOSED
27 E 1474898.31
22.33 LF
-41 je
PROPOSED 84'
EN 549807.45
/
'
112f0O
\
\
115fOO
'
/
NOW OR FORMER4"',
HARRIS
WIF
-SEE NOTE 1 PIN# 099W HARRIS
PROPOSED D8 4 -102 72
KATHY 544. PC -
NOW OR I
PROPOSED SM/
STA: 109-1-93.23 PROPOSED 369;
MH# 50 383
N 549785.94 1474888.69 2,369. 316
N 549940.35 51 PC 383
'SHAW C
E 1474813.26,
E 1474954.24
LO
82 r2 8
NOW
' . _ ` SECURITY- "c- OR Fnp
REPLACE CURB D8 13563 102 30.29 LF
AND GUTTER P8 9 15 SS A?
PER NCDOT 5521 ; PC 255
RUTH
ENTRANCE G�ATE,698
SECURITY FEN
xx
19 F9 NOW OR A?
10 0 20
113f5O
�
�
NOTES: -
1. CORE OPENING INTO EXISTING MANHOLE TO
MATCH EXISTING INVERT OUT AND RE-BENCH
MANHOLE PRIOR TO PLACING IN SERVICE. IF
BYPASS PUMPING IS NECESSARY, SUBMIT
BYPASS PUMPING PLAN PER SPECIFICATION
SECTION.
J. SECURITY FENCE SHALL BE PLACED ON BOTH
SIDES OF RUTH DRIVE WITHIN THE RIGHT OF
WAY FROM THE BRIDGE OVER BRIAR CREEK
ACROSS FROM THE TEMPORARY
CONSTRUCTION EASEMENT.
Fri
4. SEE TCP-7 FOR TRAFFIC CONTROL PLAN
AND CONTRACTOR ACCESS REQUIREMENTS.
Know whars below.
Call __-__ you _dig.
UK
CA Rd;
1 110
CDM_
Skmfimth
WATM 301 South McDowell Street, Suite 512
TRM EwRDNmEw Charlotte, North Carolina 28204
SPORTAWN
ENow North Carolina State License Number F-1255
FACIUMI Tel: [phone] Fax: [phone]
WWW T E ENGINEERING DIVISION
CHARLOTTE, NORTH CAROLINA
Job No. File No. BRIAR CREEK RELIEF SEWER
PLAN Scales 1 11=20$ PHA SE
PROFILE Hor. 1)Y=201
As Built Date
Sheet Of
Revision Surveyed By Designed By Drawn By Project—Engr Approved By Date —
1� ��� 7�1� ���T -��� F t� ��������TT����'�

0
M
M
ffim
0 z 700
•m
LaRm
Ire
715
M
M
r-
M
700 0
I—,
_T1
M
M
no
L19 "m
W.-M
680
-j-680
113+50
114+00
115 +00
SEE NOTE 1
,
SEE
AND ABANDON
8 " VCP
-t--­,—PA VEMEN T
REPLACEMENT
)PROPOSED
L
DIA. SS
"REPAIR /REPLACE
CURB AND GUTTER
PER NCDOT STD 846.01
�Ir 11""'e
116+00
PROFILE
HOR: 1 20' VERT: 1 5'
10 0 20 2.5 0 5
CONSTRUCTION
EASEMENT
r)IA,
117+00
M
.... ......
qpl
k J
119+00
NOTES:
1. CORE OPENING INTO EXISTING MANHOLE TO
MATCH EXISTING INVERT OUT, AND RE-BENCH
MANHOLE PRIOR TO PLACING IN SERVICE. IF
BYPASS PUMPING IS NECESSARY, SUBMIT
BYPASS PUMPING PLAN PER SPECIFICATION
SECTION.
Z�
• High V e
0
A4H # 54
mop V�:rr,
ve
V\V STA: 1 18
\ N� N 550559.30 PLUG NDS'
. FIL_ S V, \\�11 1. ­1 � i0i A I' / - - ,,, _A N D
�Q uu- y
_17
Knowwhat%
9 C
SS below.
Cp 236 /'JC
ELV=701.6 Callbefom you dig.
983 NOW
4�c
C
SS Rebar/COP 0
9
C)- a /VOW
/ zl�
4-11g \ 1 11 1 . I � � _� "I, `�,
P& t'w, k- - _)� 1. " � / "', \V\ CHARLOTTE
ti @ r093.
W/,Z� / U8 U,99 32 < '�q2 "' A/V
p , 44 702 ,
S6 .1, P& 0861. -16
A /. I /_jG
ri T
-7-A _U T ER
. ..... �-/N -1 V A kFo,�) �Z29
0
9
4) U NOW
Q 0
av�
EXISTING SEWER 140-12-503
PROPOSED
File No.
CD_
0 fi
2 -'V
-7 A4 H 46' P/Al
# 53 EASEMENT Job No. STq Cp_ 099z, Al,
Scales
STA: 116-+-65.82
0 N 550373.90
1,$ =20'
E 1475179.41 PLAN
\ ­ -1. 1— _�109 P(3 90,6
. ... ..... ..... .
/4 pr),� 22.6
PROFILE
Hor.
OF
Vert.
PLAN
-7
�A
0 bcJC3.5 As Built
bA7
V-D
1" = 20'
Olt \V\\J VN OC34.A
BDDS
lit V
10 0 20
No. Date By Revision Surveyed By Designed By I Drawn By I Project—Engr I Approved
A-
CM61
*GIN6
ANS.\-
CDM-
Aft 00 h
omit,
wATm 1 301 South McDowell Street, Suite 512
EwRONmEw Charlotte, North Carolina 28204
TWSPWAAON
amw North Carolina State License Number F -1255
FACIMES Tel: [phone] Fax: [phone]
C?I�ARLOTTE WATER
ENGINEERING DIVISION
CHARLOTTE, NORTH CAROLINA
BRIA R CREEK REL IEF SE, WER
PHA
C-24
FEdSTA. 113+50 TO STA. 119+50
KWS I PEA
Ic-1 �J
L
"T J 1,
T S -A 1 11 J
4) Q
Ld
LAJ
U)
(N
®
(0
ZN� ON-
�_
z 4)
+
j(0
® +N
tl)
dQr-QW
N
0
V_ _j
Z
Z__
+
CL too ft
---I
APPROXIMATE
Q
OOYR FLOOD---
----------
JkEL, 702.40
Q. Lf) Q) k
GRADE
----------
----------
T ----------
----------------
—EXISTING
F
----
00)
U,
U)
L
>
------APPROXIMATE
CREEK—
00
BOTTOM
ELEVATION
.
. . . . . . . . . . . . .
--------
-- -
PROPOSED 24
PROPOSED 24
DIA.
SANITARY
SEWER
(9
0.40,!%`--
SANITARY SEWER (9 0. 40M
NOW
PROPOSED 24 DIA.
SANITARY
SEWER 0
0.40%6--
rmmw�
mmmmm�
INV Out 688.7 6
24" INV In 688.26
24" INV Out 686.16
1
24" INV Out 687.32
8" INV In 696.32
24" INV In 686.26
24" INV In 687.42
8" INV In 693.00
--------SANITARY
PROPOSED
24 " DIA.
SEWER 0 0.305',s`
Ire
715
M
M
r-
M
700 0
I—,
_T1
M
M
no
L19 "m
W.-M
680
-j-680
113+50
114+00
115 +00
SEE NOTE 1
,
SEE
AND ABANDON
8 " VCP
-t--­,—PA VEMEN T
REPLACEMENT
)PROPOSED
L
DIA. SS
"REPAIR /REPLACE
CURB AND GUTTER
PER NCDOT STD 846.01
�Ir 11""'e
116+00
PROFILE
HOR: 1 20' VERT: 1 5'
10 0 20 2.5 0 5
CONSTRUCTION
EASEMENT
r)IA,
117+00
M
.... ......
qpl
k J
119+00
NOTES:
1. CORE OPENING INTO EXISTING MANHOLE TO
MATCH EXISTING INVERT OUT, AND RE-BENCH
MANHOLE PRIOR TO PLACING IN SERVICE. IF
BYPASS PUMPING IS NECESSARY, SUBMIT
BYPASS PUMPING PLAN PER SPECIFICATION
SECTION.
Z�
• High V e
0
A4H # 54
mop V�:rr,
ve
V\V STA: 1 18
\ N� N 550559.30 PLUG NDS'
. FIL_ S V, \\�11 1. ­1 � i0i A I' / - - ,,, _A N D
�Q uu- y
_17
Knowwhat%
9 C
SS below.
Cp 236 /'JC
ELV=701.6 Callbefom you dig.
983 NOW
4�c
C
SS Rebar/COP 0
9
C)- a /VOW
/ zl�
4-11g \ 1 11 1 . I � � _� "I, `�,
P& t'w, k- - _)� 1. " � / "', \V\ CHARLOTTE
ti @ r093.
W/,Z� / U8 U,99 32 < '�q2 "' A/V
p , 44 702 ,
S6 .1, P& 0861. -16
A /. I /_jG
ri T
-7-A _U T ER
. ..... �-/N -1 V A kFo,�) �Z29
0
9
4) U NOW
Q 0
av�
EXISTING SEWER 140-12-503
PROPOSED
File No.
CD_
0 fi
2 -'V
-7 A4 H 46' P/Al
# 53 EASEMENT Job No. STq Cp_ 099z, Al,
Scales
STA: 116-+-65.82
0 N 550373.90
1,$ =20'
E 1475179.41 PLAN
\ ­ -1. 1— _�109 P(3 90,6
. ... ..... ..... .
/4 pr),� 22.6
PROFILE
Hor.
OF
Vert.
PLAN
-7
�A
0 bcJC3.5 As Built
bA7
V-D
1" = 20'
Olt \V\\J VN OC34.A
BDDS
lit V
10 0 20
No. Date By Revision Surveyed By Designed By I Drawn By I Project—Engr I Approved
A-
CM61
*GIN6
ANS.\-
CDM-
Aft 00 h
omit,
wATm 1 301 South McDowell Street, Suite 512
EwRONmEw Charlotte, North Carolina 28204
TWSPWAAON
amw North Carolina State License Number F -1255
FACIMES Tel: [phone] Fax: [phone]
C?I�ARLOTTE WATER
ENGINEERING DIVISION
CHARLOTTE, NORTH CAROLINA
BRIA R CREEK REL IEF SE, WER
PHA
C-24
FEdSTA. 113+50 TO STA. 119+50
KWS I PEA
Ic-1 �J
L
"T J 1,
T S -A 1 11 J

WX01
715
11601101
M
IN
Lj_j
LL_
0 z 700
I*--
_j
1.1i
I•
M
190-M
680 6E
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ---4---
119+50
_71
0 to
0
ff
TEMPORARY
CONSTRUCTION
EASEMENT
121+0• 122+00 P, R 11191 t- I L t
HOR: 1 20' VERT: 1 5'
11111006106�— mom = I
10 0 20
a as '0
010
09'
69, r 2arsT� r
'5�6�OO& (9'. '00 ,-->,9 CI-10
/0
0�,
SECURITY GATE
W1 FENCE
>0 C)
0
PROPOSED
A4H # 55
STA: 121-4-95.35
13
N 550901.49
E 1475175.16
—24
lip
B ,
�N 550889.88 A
... ... ... ..
E 1475149.26
EL 705.31
'0
Al
71 , lij
.dde
4
ll
133 LF
MIN. 60" DIA.
TUNNEL
00
20'
T- ce
10 0 20 No. Date By
124+00
[IN
M
IM
M
r-
M
FO 0
_T1
M
M
---i
5
ROPOSED 18" DIA.
4NITARY SEWER 0 0.40f--.'
0
5
raw
A
NOTES:
1. SEE TCP-7 THROUGH TCP-11 FOR TRAFFIC
CONTROL PLAN AND CONTRACTOR ACCESS
RESTRICTIONS.
2. DIGGING WITHIN FIVE (5) FEET OF POLES AND
GUY WIRES IS PROHIBITED. MAINTAIN MINIMUM
TEN (10) FEET FROM OVERHEAD POWER
LINES.
�,�Q High Voltage
69 Overhead
evision
Kwwwhat%below.
Call bdomyoudig.
�N N S
V
WATER 1 301 South McDowell Street, Suite 512
EWRONMENT Charlotte, North Carolina 28204
TRANSPORTATION
B48M North Carolina State License Number F-1255
FACUTIES Tel: [phone] Fax: [phone]
CHA I RLOTTE CHARLOTTE WATER
WjjTER , ENGINEERING DIVISION
I CHARLOTTE, NORTH CAROLINA
140-12-503
Job No. File No.
Scales
PLAN 1 "=20'
PROFILE Hor. —1 "=20'
Vert. 1"=5)
BRIAR CREEK RELIEF SEWER
C-25
STA. 119+50 TO STA. 0
=,Wam
7-
—
Lij _F_ i 0 7e
Z 0
W
U-) +
0. 41 M 71
Z U)
Z
THE PLA A (SF 29351_4 CQVECRFEK DRIVE INTERSECTION
W � �� Q aQ�
71
---------------------------
U
EXISTING GRADE — Q. U) in k Ij
t
---- -------------------
APPROXIMATE
------
FLOOD
L 703.20
40 X120
EXIT
—SHAFT
7C
7(
100YR
°e
0
ms LI:j
!�
__'q_
C14
0 r- -
=j___
Lr-j-
I
40'x20'
—LAUNCH—
SHAFT
Lj_
r-
00
0
Ltzj
ELEVATION
CREEK--
-----APPROXIMATE
......
......
__—BOTTOM
-------------
6�
—P
-S
PROPOSED
24"
DIA.
SANITARY
- - - - --------------
SEW
ER
0 0. 405�6`
I
PROPOSED
24
DIA.
SANITARY
SEWER
(0 0. 4 ON
BONIN
nnnmwx�
24" INV Out 690-32
8 INV In 690.82
6E
24" INV Out 689.64
24" INV In 689.74
LF
MIN.
60"
DIA.
TUNNEL__I�D_
680 6E
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ---4---
119+50
_71
0 to
0
ff
TEMPORARY
CONSTRUCTION
EASEMENT
121+0• 122+00 P, R 11191 t- I L t
HOR: 1 20' VERT: 1 5'
11111006106�— mom = I
10 0 20
a as '0
010
09'
69, r 2arsT� r
'5�6�OO& (9'. '00 ,-->,9 CI-10
/0
0�,
SECURITY GATE
W1 FENCE
>0 C)
0
PROPOSED
A4H # 55
STA: 121-4-95.35
13
N 550901.49
E 1475175.16
—24
lip
B ,
�N 550889.88 A
... ... ... ..
E 1475149.26
EL 705.31
'0
Al
71 , lij
.dde
4
ll
133 LF
MIN. 60" DIA.
TUNNEL
00
20'
T- ce
10 0 20 No. Date By
124+00
[IN
M
IM
M
r-
M
FO 0
_T1
M
M
---i
5
ROPOSED 18" DIA.
4NITARY SEWER 0 0.40f--.'
0
5
raw
A
NOTES:
1. SEE TCP-7 THROUGH TCP-11 FOR TRAFFIC
CONTROL PLAN AND CONTRACTOR ACCESS
RESTRICTIONS.
2. DIGGING WITHIN FIVE (5) FEET OF POLES AND
GUY WIRES IS PROHIBITED. MAINTAIN MINIMUM
TEN (10) FEET FROM OVERHEAD POWER
LINES.
�,�Q High Voltage
69 Overhead
evision
Kwwwhat%below.
Call bdomyoudig.
�N N S
V
WATER 1 301 South McDowell Street, Suite 512
EWRONMENT Charlotte, North Carolina 28204
TRANSPORTATION
B48M North Carolina State License Number F-1255
FACUTIES Tel: [phone] Fax: [phone]
CHA I RLOTTE CHARLOTTE WATER
WjjTER , ENGINEERING DIVISION
I CHARLOTTE, NORTH CAROLINA
140-12-503
Job No. File No.
Scales
PLAN 1 "=20'
PROFILE Hor. —1 "=20'
Vert. 1"=5)
BRIAR CREEK RELIEF SEWER
C-25
STA. 119+50 TO STA. 0
=,Wam
7-

0
ON
715
710
0 z 705
F-
_j
W
no
om
o•
011
W09
715
M
M
r-
M
0
705
M
M
•• I
NOR
L=17
685 1 1 1 1 1 685
124+00
125+00 126+00
rJ
NOW OR FORMERLY
YANG YANG AND
MAYL YANG
PIN# 097-091-01
DE3 20099- PG 188
6G COVE6REEK DR.
TRIBUTARY
PROPOSED CROSSING G
MH # 57—A
N 551258.50
E 1475333. 18
PROPOSED - 0 V'Q
31 15.78 LF -tn
2 DIA. SS
0
127+00
PROFILE
HOR: 1 = 20' VERT: 1 " = 5'
M MMMMONJ %Md%jjj��
10 0 20 2.5 0 5
1-1
x
I' I %J 1p 01
1 OOYR FLOOD LINE
NOW OR FORMERLY
PHILIP CAREY
PIN# 097-091-02
DB 12284; PG 171
6131 COVECREEK np _
A2
1 31 PROPOSED
345.73 LF
0 " D IA. SS REPAIR /REPLACE
EXISTING PAVEMENT
r {; --- SEE NOTE 1­1
W
I
x
TjI I
{ i j
PER NCDOT STD 846.01
kp 0
(TYP.)
0 '�N x\
545
0, 0,
-'0
00,
0)
61 0
%
Q
0 \� 0
PLUG AND ABANDON
0
0
0
0
0
fp
01 j
0
+ 0
EXISTING SEWER (TYP.) ----------- - b �p'
'p
0.
0
Q
G
REMOVE AERIAL
0
0
AND PLUG ENDS J"-� � 0
9
-REMOVE AERIAL
\ _ I'll I ' ",_ I,- ­"' ", 6 A
..
- kp,
AND PL -- UG ENDS, 15- 1
UO
�2j
1. 73'
150s
C�ay 0"' 110
Z5
%
ho
� 0 'p,
'0 3r 01,
0 PLAN 0
19
..........
1 20'
3F 10 0 20 j No. Date By Revision
NOTES:
1. RELOCATE EXISTING 8" DIAMETER SANITARY
SEWER BETWEEN MH# 170—A AND MH#170—B
PRIOR TO CONSTRUCTION OF NEW RELIEF
SEWER
2. SEE TCP-8 THROUGH TCP-11 FOR TRAFFIC
CONTROL PLAN, PHASING PLAN, SECURITY
FENCE LOCATIONS AND CONTRACTOR ACCESS
RESTRICTIONS.
Kmw what% below.
Call beforeyoudig.
CHARLOTTE
T E OR
ZU612HPAN"I I
Job No. File No.
Scales
PLAN 1 *)=20t
PROFILE 1 " =20'
.\A C
�ti >SE
8 8
I�IlNt S
C E%KM
1h
etim"Ait,
wA,m 1 301 South McDowell Street, Suite 512
DmROWEK Charlotte, North Carolina '28204
TPMSPMATM
ENew North Carolina State License Number F-1255
€' MMES Tel: [phone] Fax: [phone]
C?�ARLOTTE WATER
ENGINEERING DIVISION
CHARLOTTE, NORTH CAROLINA
BRIAR CREEK RELIEF SEWER
"I r i

720
M
710
LU
0 z 705
bi
M
M
!* m*1
VAWOI
715
VAN
M
r-
M
705 0 z
1-1
-TI
M
M
M
L10• M
wil
685 I I I I I I 1 685
Efloom
0 0
130+00
NOW OR FORMERLY
IPFAM C/O NEAL
PROPERTIES INC
PIN# 097-091-05 NOW OR FORMERLY
DB 08765; PG 554 HARVEY NEAL HINTON
PIIN
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WATER 1 301 South McDowell Street, Suite 512
FjWRONMW Charlotte, North Carolina 28204
TPANSP ORTA,nm
ENERoy North Carolina State License Number F-1255
FACILMES Tel: [phone] Fax: [phone]
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18
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INV Out 695.95
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18" INV
In 697.78
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Out
698.41
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697.10
18" INV Out 697.39
18" INV
Out 697.68
18"
INV
In
698.51
695
18"
INV
In
697.20
18" INV In 697.49
8" INV
In 704.96
8" INV
In 703.48
PROPOSED
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PROPOSED 18" DIA.
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CONCRETE
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(STA
139 +23
TO STA 139 -J-37) -
690
690
138 +00
139 +00
140 +00
141 +00
142 +00 143 +00
144 +00
PROFILE
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5
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f MH # 64
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STA: 139-1-53.41
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6 KELSEY DRIVE
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PROFILE
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zt on
/ // /
PROPOSED PAVEMENT
MH # 67
REPLACEMENT it
STA: 144-t-76.81 ";� @
N 552,360.17 p6 . �
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NOTES:
1. THE SEWER ROUTE BETWEEN STA. 141+24
AND STA. 147+93 IS IN UNITY PARK (PIN#
097-075-38). CONSTRUCTION ACTIVITIES ON
THIS PROPERTY MAY ONLY BE PERFORMED
BETWEEN JANUARY 1 AND JUNE 1.
q.N S
CDM
Smith
Know what% below. ,T.I 301 South McDowell Street, Suite 512
�RONMEW Charlotte, North Carolina 28204
Call before you dig. �NSPMATKW
fNefw North Carolina State License Number F-1255
CHARLOTTE
E 1476517.87 27.50 c1r,
o LF rQ
��8 " DIA. SS WJOTER
99
SECURITY (4 PLUG AND
NOW O,�
FENCE ABANDON 40-12-503
MEC1QE/V F'ORMERLY
8" VCP _-Job —No. --TiTe —No.
ItVll 080RG COUNT�, H
De\o 97-075- Scales
TEMPORARY
D8 4 6- p
6��,2'-' PG
J8
437
PROPOSED
0 CD-1
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6401
149
MH# 68-A
CONSTRUCTION
EASEMENT (TYP.)
DR
N 552688.79
ENTRANCE (TYP.)
E 1476727.63
PLAN
h I
REPLACE CURB AND
1 20'
GUTTER PER NCDOT
STD 846.01 (TYP.)
10 0 20
kl/
By
Revision
00 LLJ_
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_PROPOSED
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—
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SEWER (9 0.
-PROPOSED 18" DIA. SANITARY S 405vo
1 INV In 700.93
18 INV Out 700.83
18" INV In 699-36
-18" INV Out 699.26
4" INV In 709.50
8" INV In 712.28
1
PROPOSED 18" DIA.
735
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725
WA,
M
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—4
710
705
700
695 RY SEWER 0 0.30fW I 1 695
144+00 145+00 146+00 147+00 148+00 149+00 149+30
PROFILE
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1 0 20 2.5 0 5
0 �0
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EXISTING FENCE STA: 148-1-44.0
N 552677.67
PLUG AND TEMPORARY z _E 1476702.49
41 ABANDON CONSTRUCTION
EASEMENT (TYP.) -- ------------- --
A 4 DI
?Z- 77
A
0
-77
PLUG AND ABANDON 0
-TEMP
(TYP 8 29
ANTI -SEEP SILT FEN EXISTING SEWER -8-29,
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0 _COLLAR O�A U N 552643.33 G)
_V 4,
0
EL 716.14
-401.20'--,�- -1,51, tl!�j/Dl @ 0.56%
-rj
. ..................
Nt
PERMANENT SEWER
EASEMENT (TYP.)
N
14
IT
Ld
Amm_m
v.
LLJ Mal
M T x 9s
Z
�5 �17
9(0)
T
TREE - 777A
PROTECTION to
(TYP.) r Q/
SECURITY FENCE
6 Wzl GATE (TYP)
zt on
/ // /
PROPOSED PAVEMENT
MH # 67
REPLACEMENT it
STA: 144-t-76.81 ";� @
N 552,360.17 p6 . �
PROPOSED
NOTES:
1. THE SEWER ROUTE BETWEEN STA. 141+24
AND STA. 147+93 IS IN UNITY PARK (PIN#
097-075-38). CONSTRUCTION ACTIVITIES ON
THIS PROPERTY MAY ONLY BE PERFORMED
BETWEEN JANUARY 1 AND JUNE 1.
q.N S
CDM
Smith
Know what% below. ,T.I 301 South McDowell Street, Suite 512
�RONMEW Charlotte, North Carolina 28204
Call before you dig. �NSPMATKW
fNefw North Carolina State License Number F-1255
CHARLOTTE
E 1476517.87 27.50 c1r,
o LF rQ
��8 " DIA. SS WJOTER
99
SECURITY (4 PLUG AND
NOW O,�
FENCE ABANDON 40-12-503
MEC1QE/V F'ORMERLY
8" VCP _-Job —No. --TiTe —No.
ItVll 080RG COUNT�, H
De\o 97-075- Scales
PLAN 1 " =20'
PROFILE Hor. 1 "=20'
Vert. 1 "=5'
F= UM Tel: [phone] Fax: [phone]
CHARLOTTE WATER
ENGINEERING DIVISION
CHARLOTTE, NORTH CAROLINA
BRIAR CREEK RELIEF SEWER
PHASE
C-30
STA. 144+00 TO STA. 149+30
Sheet Of
BDDS KWS PEA JSL 02/15 1 34 82
Surveyed By —67e—signed By I Drawn By Project —Enor Approved By Date — —
7,7 _r -:N
_Vc FT
�cf T 1, 1 ctET - N O'T T
j, J_
TEMPORARY
D8 4 6- p
6��,2'-' PG
J8
437
PROPOSED
0 CD-1
ONSTRUCTION
6401
149
MH# 68-A
CONSTRUCTION
EASEMENT (TYP.)
DR
N 552688.79
ENTRANCE (TYP.)
E 1476727.63
PLAN
h I
REPLACE CURB AND
1 20'
GUTTER PER NCDOT
STD 846.01 (TYP.)
10 0 20
kl/
By
Revision
PLAN 1 " =20'
PROFILE Hor. 1 "=20'
Vert. 1 "=5'
F= UM Tel: [phone] Fax: [phone]
CHARLOTTE WATER
ENGINEERING DIVISION
CHARLOTTE, NORTH CAROLINA
BRIAR CREEK RELIEF SEWER
PHASE
C-30
STA. 144+00 TO STA. 149+30
Sheet Of
BDDS KWS PEA JSL 02/15 1 34 82
Surveyed By —67e—signed By I Drawn By Project —Enor Approved By Date — —
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BYPASS PUMPING PLAN PER SPECIFICATION
SECTION.
USE MATS OVER CONSTRUCTION ENTRANCE. 0
& ..........
ith
301 South McDowell Street, Suite 512
EWFW Charlotte, North Carolina 28204
TRMsP0ffTAnm
ENew North Carolina State License Number F-1255
FACIMES Tel: [phone] Fax: [phone]
M
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46. W TER ENGINEERING DIVISION
CHARLOTTE, NORTH CAROLINA
140-12-503
Job No. File No. BRIAR CREEK RELIEF SEWER
Scales
1 "=20' PHASE III
... ... PROFILE
N Hor. 1 "=20'
1 `5' C-3 I
/Vo,�/
rrl Vert
PLAN
As Built S TA. 149+30 TO S TA. 154+50
�IAI Date
1 20' Sheet Of
09"'..
.71
New%
cl� 0 DS
Date Revisi BID KWS PEA JSL 02/15 35 82
D on -Surveyed By Designed By Drawn By Project–Engr Approved By Date — —
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roffinxellim
NOTES:
1 CONTRACTOR SHALL BYPASS PUMP BETWEEN
EXISTING MANHOLES 2480 AND 261494.
REMOVE EXISTING 12" DI PIPE WHILE
INSTALLING THE RELIEF SEWER AND
RE-INSTALL THE 12" DI PIPE.
2. CONTRACTOR SHALL CONTACT MR. -PAUL
LEMONS OF PIEDMONT NATURAL GAS
COMPANY (704-587-6868) AT LEAST SEVEN
(7) DAYS PRIOR TO CROSSING ANY
PIEDMONT GAS PIPELINE.
Kmmmanbelow.
Call beftfeyoudig.
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WE ,
Cain,
WAM 301 South McDowell Street, Suite 512
EWRONmEw Charlotte, North Carolina 28204
TPMSPORTAMON
ENew North Carolina State License Number F-1255
FACIUMS I Tel: [phone] Fax: [phone]
CHARLOTTE CHARLOTTE WATER
WWW 6T E R ENGINEERING DIV I ISION
CHARLOTTE, NORTH CAROLINA
Erfiffir1=01
Job No. File No.
Scales
PLAN 1 "=20'
PROFILE 1)$_
Hor. —20'
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ail
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CONCRETE ENCASEMENT
(STA 164-1-72 TO 164-1-89)
705
165+00 165+50
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ANTI-SEEP 22 PROPOSED
CD-7
COL LAR MH # 76
cauo �S
HVAC MAPLE STA: 164-1-38.59
A
PERMANENT N 5535,34.60
SEWER NOW OR E 1477929.40
D
EASEMENT FORMERLY
TEMPORARY PIN #R HOMES INC
NOW GLORIA C FORMERLY 8 23298 � PROPOSED
CONSTRUCTION D 097-051-22 41 '*)
EASEMENT (TYP),, "MARY OR CON P/N// 0 WOODRUFF PE? 14. ; PC 1 69.53 LF _-43
FORMERLY PC 19 SS
E NOR DP 1 97-051-23 6600 CODE 10 DIA.
RS DANIEL 1289. p
CR
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4940- p - 0
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6 14; PC 193 $� GUM
68 C 0 SEE NOTE 1
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w.
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CHARLEY PRICE
50,3 14'j >
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PC 527
P8 PC 541
PLAN . . ... .....
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.... .... ...
DECIk< - - 10 0 20 No Date By Revision
LAT'L
'JTJ
Kmw wbatfs WOW
Callbdore you dig.
NOTES:
1, CORE OPENING INTO EXISTING
MANHOLE TO MATCH EXISTING
INVERT OUT, AND RE-BENCH
MANHOLE PRIOR TO PLACING IN
SERVICE. IF BYPASS PUMPING IS
NECESSARY, SUBMIT BYPASS
PUMPING PLAN PER SPECIFICATION
SECTION.
CJnMufth
wATm, 301 South McDowell Street, Suite 512
EwRONmEw Charlotte, North Carolina 28204
SENT North Carolina State License Number F-1255
FACIMES Tel: [phone] Fax: [phone]
CHA I RLOTTE CHARLOTTE.WATER
WiJER ENGINEERING DIVISION
CHARLOTTE, NORTH CAROLINA
C'
J 1 �v ivT_TT T N" T
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r
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_1 8 " INV In 711.89
--18" INV Out 711.79
CONCRETE ENCASEMENT
(STA 164-1-72 TO 164-1-89)
705
165+00 165+50
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0 0
B L01)
ANTI-SEEP 22 PROPOSED
CD-7
COL LAR MH # 76
cauo �S
HVAC MAPLE STA: 164-1-38.59
A
PERMANENT N 5535,34.60
SEWER NOW OR E 1477929.40
D
EASEMENT FORMERLY
TEMPORARY PIN #R HOMES INC
NOW GLORIA C FORMERLY 8 23298 � PROPOSED
CONSTRUCTION D 097-051-22 41 '*)
EASEMENT (TYP),, "MARY OR CON P/N// 0 WOODRUFF PE? 14. ; PC 1 69.53 LF _-43
FORMERLY PC 19 SS
E NOR DP 1 97-051-23 6600 CODE 10 DIA.
RS DANIEL 1289. p
CR
P/N# BY ENT PS 14 C 150 DR S6, Pf
D8 09;7_051 24 4 6574 C; PC 193
4940- p - 0
\DECK PE3 $ G 489 OAK 7.
6 14; PC 193 $� GUM
68 C 0 SEE NOTE 1
0
------- ---- -- 2r, HIcKOR\,,\ 18 GUM 4
2o', AS % 8" MAPLE POPLAR
0 0 f M�Rr.,
0
ATV
FB-32 6 P
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PpH1 4 A�
MER
0 _7`H_ -DR "-STA: 165-1-05.79
w.
........ W OR N 553473.69
. ..... - . . .. ..... E 1477957.80 KE
R FORMERL Y .... ...... VA
NN FORMERLY
16 CUM ,LENS " _' _"/
J. -
52--",-POP�' PIN# 09 7 9204.,,
CHARLEY PRICE
50,3 14'j >
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00 CU
G BLE 12'
w' Q 7 P AK DR. A4 . ......
SOMERSWO WOR7
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25628. p6 0
AR' De 051,,0,5
661
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NOW OR R
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# 09 SSMA W1
7-051"'
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DB 3099.
PC 527
P8 PC 541
PLAN . . ... .....
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DR. 1 20' . .... ....
.... .... ...
DECIk< - - 10 0 20 No Date By Revision
LAT'L
'JTJ
Kmw wbatfs WOW
Callbdore you dig.
NOTES:
1, CORE OPENING INTO EXISTING
MANHOLE TO MATCH EXISTING
INVERT OUT, AND RE-BENCH
MANHOLE PRIOR TO PLACING IN
SERVICE. IF BYPASS PUMPING IS
NECESSARY, SUBMIT BYPASS
PUMPING PLAN PER SPECIFICATION
SECTION.
CJnMufth
wATm, 301 South McDowell Street, Suite 512
EwRONmEw Charlotte, North Carolina 28204
SENT North Carolina State License Number F-1255
FACIMES Tel: [phone] Fax: [phone]
CHA I RLOTTE CHARLOTTE.WATER
WiJER ENGINEERING DIVISION
CHARLOTTE, NORTH CAROLINA
C'
J 1 �v ivT_TT T N" T

VA
on
MR
735
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725
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720
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165+50 166+00 167+00 168+00 PROFILE 169+00 170+00 170+50
0
MERLY
NOW OR FOR 18 GUM
RICHARD BROWN, JR.
PIN# 097-051-16
DB 5261; PG 676
719.95' pB 14; PG 369
-7 0.91 5622 BURLESON DR.
19 ----
1 OOYR FLOOD LINE
ss
SS
SS
-SS
2156,
ss . -' 6 ' ti
"SS 10" lay @
0 0
EXISTING
FORMERLY
N'O
SEWER OR WHI
TE
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4 r,
HOR: 1 20' VERT: 1 5'
10 0 20 2.5 0
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$0,0 \\\- OW OR) ORMERLY 1\
C B TRAVIS HYA I T I T
GRATENPEM 4 # Oc- �7-144-12
­rr-796-72 N .-7,)
ASTBRPOK RD,
6
SS
0.
6
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Ss Ss —SS —SS SS 0,
REA40VE AERIAL
PLUG
8" POPLAR -
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NOTES:
1. CORE OPENING INTO EXISTING MANHOLE TO
MATCH EXISTING INVERT OUT, AND RE–BENCH
MANHOLE PRIOR TO PLACING IN SERVICE. IF
BYPASS PUMPING IS NECESSARY, SUBMIT
BYPASS PUMPING PLAN PER SPECIFICATION
SECTION.
2. CONTRACTOR TO REMOVE AND DISPOSE
EXISTING LIGHT POLE AND CONCRETE PAD
(BASKETBALL COURT).
I CONTRACTOR SHALL SAW CUT THE
PAVEMENT HE EDGE OF THE WORKING
LIMITS AND MOVE GUARDRAIL TO THIS
LOCATION.
v.ww whars below.
all WOM you dig.
hq N S.- N-p-1,10\'
COM
L-211.
sm. ith-
*A 301 South McDowell Street, Suite 512
EW M
TRANSPORTATION Charlotte, North Carolina 28204
emm North Carolina State License Number F -1255
FACIUMS1 Tel: [phone] Fax: [phone]
\4 '5'i3346.98'
111 1 77t
0 1 d ID-147'8-3,9-'-
E 741.7�
R �191 �P
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No. Date By Revision
PLAN
PROFILE
11$=20)
Hor.
Vert.- C-34
165+50 TO STA. 170+50,
As Built Date
PEA
D Drawn mom
rawn By m'.
T ""T
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NOTES:
1. CORE OPENING INTO EXISTING MANHOLE TO
MATCH EXISTING INVERT OUT, AND RE -BENCH
MANHOLE PRIOR TO PLACING IN SERVICE. IF
BYPASS PUMPING IS NECESSARY, SUBMIT BYPASS
PUMPING PLAN PER SPECIFICATION SECTION.
2. FOLLOWING INSTALLATION OF THE 12 -INCH RELIEF
SEWER, THE CONTRACTOR SHALL REGRADE THE
STREAM BANK AT A 3 :1 SLOPE AS SHOWN IN
THE DRAWING. STABILIZE THE BANK WITH
MATTING AND PLANTINGS WITH RIP RAP AT THE
TOE OF THE SLOPE. THE SILT FENCE SHALL BE
INSTALLED AT THE TOP OF THE EXISTING BANK.
IT SHALL BE TEMPORARILY REMOVED DURING
PIPE INSTALLATION AND RE- INSTALLED AT THE
TOP OF THE RE- GRADED SLOPE.
726. r ,
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WATER 301 South McDowell Street, Suite 512
EWRONM ; Charlotte, North Carolina 28204
TRANSP ENOW ON
North Carolina State License Number F -1255
FAMMES I 'Tel: [phone] Fax: [phone]
ENGINEERING DIVISION
CHARLOTTE, NORTH CAROLINA
h
As Built Date
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8" INV Out 663.12
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8" DROP INLET INV 656.85
42" INV In 654.97
42" INV Out 654.87
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(TYP.) PROPOSED 8" INV Out 666.93
Overhead
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66 660 66 660
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8 INV Out 657.18
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3
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42" INV Out 655.80
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8"
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8 DROP INLET INV 658.17
42"
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42" INV Out 656.83
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8" INV In 666.57(TO BE PLUGGED)
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0" INV Out 666.28
ROPOSED 10" DIA.
ANITARY SEWER 0 0.391
-1 666.17
10" DROP INLET INV 661.35
42" INV In 659.55
42" INV Out 659.45
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wATERI 301 South McDowell Stredt, Suite 512
ENVIRONMENT Charlotte, North Carolina 28204
TRANSPORrENEApoN
RGY North Carolina State License Number F-1255
FACILMES Tel: [phone] Fax: [phone]
CHARLOTTE CHARLOTTE WATER
WVV 6T E R ENGINEERING DIVISION
CHARLOTTE, NORTH CAROLINA
T
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C-38
LA TERA L PROFILES
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+ 1 +18 0 +00 0 +26 0 +00 0 +15
10" INV In 670.50 8" INV In (W) 670.40
10 DROP INLET INV 662.05 8 INV In 671.89 8" INV In (E) 671.49
36" INV In 660.25 8" DROP INLET INV 662.52 8" DROP INLET(W) INV 662.81
36" INV In 660.98 8" DROP INLET(E) INV 662.81
42" INV Out 659« 75 36" INV Out 660.88 42" INV In 661.27
42" INV Out 661.17
PROFILE Kol1 PROFILE 12 PROFILE 13
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18" INV Out 672.85(TO BE PLUGGED)
18" INV Out 672.85
670
PROPOSED
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0 +00 0 +58
\\-18" INV In 670.85
18" DROP INLET INV In 664.84
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PROFILE
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O I I V V 117 V 15.95
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36" INV In 663.69
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42"
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42"
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PROFILE
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INV In 677.65 (EXISTING)
8" INV Out 677.65 (TO BE PLUGGED)
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PROPOSED
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PROFILE
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30"
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30"
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PROFILE
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18"' INV In 675.28 (EXISTING)
18" INV Out 675.28(TO BE PLUGGED)
18" INV Out 675.28
PROPOSED
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670 SEWER C9 0.40%
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666 18" DROP INLET INV In 672.31
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CONCRETE ENCASEMENT 1 E �
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12" INV Out 678.88
PROPOSED
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--1- 666
0 +45
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12" DROP INLET INV 669.95
18" INV In 669.95
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30" INV Out 668.55
PROFILE
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15" VCP (EXISTING)
15" INV In 682.83 (EXISTING)
15" INV Out 682.83 (TO BE PLUGGED)
15" INV Out 682.83
PROPOSED
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676 SEWER 0 0.40%
0 +36
15" INV In 682.69
15" DROP INLET INV 678.701
30" INV In 677.38
30" INV Out 677.28
PROFILE r2 3
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8" INV In 687. 10 (EXISTING)
8" DROP INLET INV 681.12 (EXISTING)
8" INV Out 68 1 . 1 0 (TO BE PLUGGED)
8" INV Out 681.10
F" INV In 681.04 m
♦P INLET INV 674.71
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PROFILE K20�
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8" INV In 685.31 (EXISTING)
8" INV Out 685.25(TO BE PLUGGED)
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672
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8"
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15"
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30"
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8" INV In 685.31 (EXISTING)
8" INV Out 685.25(TO BE PLUGGED)
8" INV Out 685.25
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24" INV In 679.72
30" INV Out 679.22
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PROPOSED
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8"
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---1 1-680
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CONCRETE ENCASEMENT E
(STA 0.4-55 TO STA 0 +63) CD -7
3" INV In 693.96 (EXISTING)
3" INV Out 693.24 (TO BE PLUGGED)
3" INV Out 693.24
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18" INV Out 691.79
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15" INV In 689.82 (EXISTING)
15" INV Out 689.82(TO BE PLUGGED)
F" INV Out 689.82
PROPOSED
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682 SEWER 0 0.40%
0 +22
15" INV In 689.73
15" DROP INLET INV 685.41
24" INV In 684.35
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5" INV In 689.74 (EXISTING)
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5" INV out 689.15
i
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24" INV In 685.19
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4" INV In 697.97 (EXISTING)
8" INV In 697.49 (EXISTING)
8" INV Out 696.63 (TO BE PLUGGED)
8" INV Out 696.63
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INV Out 703.83
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�" INV In 713.38 (EXISTING)
I" INV Out 713.38 (TO BE PLUGGED)
3" INV Out 713.38
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18" INV In 701.98
18" INV Out 701.88
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ZQ Q :zikQ Q 11 O gL10' O `j00®
q0 q a W q0 L,� N Q Q Q Z
Q
+ + O4 ®q O 0Q
�ccs�o Q inV}Q Q �tdUlCe
4 qp ®� ��'� O Q.
®QOq�
tinn --inn
u),U?k Q. ti CiV}t
Q U) (A Q° � 3.t i! ) �
r � A
EXISTING -/ 4" INV In 708.68(EXISTING)
GRADE 4" INV In 708.6 1 (EXISTING)
15" INV In 703.55 (TO BE PLUGGED)
15" INV Out 703.55(TO BE PLUGGED)
8" INV Out 703.55
70 700
LU
N
W Q)
J
O
ZOF-
O
Q P
V
O qq®
LO
C�
0
+
Q: �p� �pf�� 1
Q to VI k
0
720
,
co
• It Il
, r
�r
R � �
A
4) 00
�N
O W
-8" VCP (EXISTING)
8" INV In 712.66 (EXISTING)
8" INV Out 712.66(TO BE PLUGGED)
8" INV Out 712.66
PROPOSED
8" DIA. SANITARY
SEWER 0 0.405k*,'
8" INV In 712.61
8" DROP INLET INV 705.54
8" INV Out 704.14
702
0 +72
CONCRETE EASEMENT E
(STA 0 +35 TO STA 0 +47) Gp_7
8" INV In 716.02
8" INV In 703.91
8" DROP INLET INV 703.91
18" INV In 703.09
18" INV Out 702.99
PROFILE 37
G -31
" VCP (EXISTING)
" INV In 705.04 (EXISTING)
" INV Out 705.04(TO BE PLUGGED)
INV Out 705.04
u
R
R
R �
m
•
4R
R * '�► +III.
1 • R
C) IIY v ITI ! 1 V. t.JL
8" INV In 703.91
8" DROP INLET INV 703.91
18" INV In 703.09
18" INV Out 702.99
�m
0n . -■
" VCP (EXISTING)
„ INV In 712.39 (EXISTING)
„ INV Out 712.39 (TO BE PLUGGED)
INV Out 712.39
Cr /IV v In i 1 2.28
8" DROP INLET INV 701.75
18" INV In 700.93
18" INV Out 700.83
" VCP (EXISTING)
„ INV In 718.27 (EXISTING)
" INV Out 718.27 (TO BE PLUGGED)
" INV Out 718.27
Knowwhars below.
CallbefolfflVoUdig.
..ttililflle,.
CDM-MIL
h
Wqm 301 South McDowell Street, Suite 512
EWRMME Charlotte, North Carolina 28204
s AMON
ENm w North Carolina State License Number F -1255
FACILMES 'Tel: [phone] Fax: [phone]

71
m
" VCP (EXISTING)
"
INV In 718.83 (EXISTING)
i" INV Out 718.83 (TO BE PLUGGED)
" INV Out 718.83
FAR
y
/yQ
W Q
Ld �(Q
V
J
Q3 4
Ld C) 0
z Ni
Z(Z)n
N
CL Q�
�Q(L.i
Q. to rx
'3�'Q
7
0
4" INV In 728.67 (EXISTING)
4" INV In 728.22 (EXISTING)
4" INV In 726.70 (EXISTING)
8" INV Out 726.40(TO BE PLUGGED)
8" INV Out 726.40
4OPOSED
DIA. SANITARY
EWER 0 0.40%
INV In 726.34
8" DROP INLET INV 718.43
18" INV In 717.61
18" INV Out 717.51
�t
t
i
•
E •
� E �
f
E
r
'1
Y
i
i
t
i
E �
E
•
•
t �
M
i � E •
E i i
i
t j E
f
VCP (EXISTING)
INV In 716.96 (EXISTING)
' INV Out 71 6.96 (TO BE PLUGGED) 7
' INV Out 716.96
cs „v v in i t 6.85
8" DROP INLET INV 707.85
18" INV In 707.03
18" INV Out 706.93
c> • •
I N1 00] a I
m 0 MW
rA
•
R�
s
•
w
FA It
___ ____--------------
°j`
RE
waur cy • - •
710 710
0 +00 0 +70
\-10" INV In 719.41
10" DROP INLET INV 712.07
18" INV In 711.25
18" INV Out 711.15
.�0
f
8" INV In 720.9 1 (TO BE PLUGGED)
10" INV In 719.95 (EXISTING) .
10" INV Out 719.69(TO BE PLUGGED)
10" INV Out 719.69
"®"■r • m
Q
EXISTING
Z GRADE
f CL
LLI C)
CL
Q ® Q
Q
CL to (1) rt ,>
73
72
714 -f--
0+00
r
•
i
Y •
1
Y
2 M
8" INV In 724.48(TO BE PLUGGED)
8" INV In 722.80 (EXISTING)
8" INV Out 722.80 (TO BE PLUGGED)
720 8" INV Out 722.80
PROPOSED
8" DIA. SANITARY
SEWER 0 0.405v,
714
0 +40
8" INV In 722.64
8" DROP INLET INV 716.33
18" INV In 715.51
18" INV Out 715.41
Call bdore WU dig•
,111SIilf / /���
. AI?94
w
C7
1;
Cm, t
WATER 301 South McDowell Street, Suite 512
ETMRONMENT Charlotte, North Carolina 28204
TRANSPORTATION
ENERGY North Carolina State License Number F -1255
FAMMES Tel: [phone] Fax: [phone]
r
.- ,.
11 i14
Job No. File No.
Scales
PLAN
PROFILE 1 "=20' Hor.
Vert.
s t
C -4,
LA TERAL PROFILES
II.� 1lI., III I
t `w p

■
m
k"
I
w..9
w
a
-01M =1 =1 �
F11 ►1 R eill ■I a a IN rm
ti
000
NOTES:
1. ENGINEER SHALL MAKE THE DETERMINATION IF PAVEMENT NEEDS TO BE
REPLACED OR IF IT CAN BE REPAIRED. AT A MINIMUM, CONTRACTOR SHALL
REPLACE ALL ASPHALT REMOVED DUE TO TRENCH EXCAVATION AND SHALL
REPAIR REMAINING ASPHALT WITHIN HATCHED AREAS, THE FINAL LIMITS OF
REPAIR/REPLACEMENT WILL BE DETERMINED IN THE FIELD BY THE ENGINEER.
REPAIR AND REPLACEMENT SHALL BE AS PER SPECIFICATION 02575.
2. CONTRACTOR MUST ADHERE TO THE TRAFFIC CONTROL PLANS.
P F R M I T E T N C jo
----------

mss-
1 A2
REPAIR /REPLACE
PAVEMENT
I
0' � 11 lI !.VAV ////f/ li " n _
v' v v v w
0
I f I
mmovAgm
wi
"mm
REPLACE CURB D
AND GUTTER/ r°n
%J
� 11%
f a
RUTH SRI VE
DETAIL B
1$j = 20' C -23
c f
firs,
^ -•.-:_ 0 1 �i-
--- aJ cf
c- ny
SIDEWALK
o\�
ot�
/ / r
r �
, ®/
NOTES:
1. ENGINEER SHALL MAKE THE DETERMINATION IF PAVEMENT NEEDS
TO BE REPLACED OR IF IT CAN BE REPAIRED. AT A MINIMUM,
CONTRACTOR SHALL REPLACE ALL ASPHALT REMOVED DUE TO
TRENCH EXCAVATION AND SHALL REPAIR REMAINING ASPHALT
WITHIN HATCHED AREAS. THE FINAL LIMITS OF
REPAIR /REPLACEMENT WILL BE DETERMINED IN THE FIELD BY THE
ENGINEER. REPAIR AND REPLACEMENT SHALL BE AS PER
SPECIFICATION 02575.
2. CONTRACTOR MUST ADHERE TO THE TRAFFIC CONTROL PLANS.
.1itilIt1..
J
0
0
t
i
. �: T _i �.._ __ � � � _ .�. Li

R �v/f TFF ST T F 0 -P

x
ICI
lII
lIf
NOTES:
1. ENGINEER SHALL MAKE THE DETERMINATION IF PAVEMENT NEEDS TO BE
REPLACED OR IF IT CAN BE REPAIRED. AT A MINIMUM, CONTRACTOR SHALL
REPLACE ALL ASPHALT REMOVED DUE TO TRENCH EXCAVATION AND SHALL
REPAIR REMAINING ASPHALT WITHIN HATCHED AREAS. THE FINAL LIMITS OF
REPAIR/REPLACEMENT WILL BE DETERMINED IN THE FIELD BY THE
ENGINEER. REPAIR AND REPLACEMENT SHALL BE AS PER SPECIFICATION
02575.
2. CONTRACTOR MUST ADHERE TO THE TRAFFIC CONTROL PLANS.
/% '' ~ ~``
............
214.93' 15" CIO @ 0
)� . ................
- - - - - - - - - - -
__- 1
--
L
Qi 4
Ir
J
x
— X — X — X —
REPAIR/REPLACE
PAVEMENT
INN
ti
1 P
II
REPLACE CURB
AND GUTTER
N
SOMERSWORTH DRIVE
-------------------------
T-
................ .
4 11
jx-�
BARRINGTON DRIVE
PLAN CJmM,,!t,,h
1 Xjwm 301 South McDowell Street, Suite 512
20'
TS ,,,E I harlotte, North Carolina 28204
ENaw North Carolina State License Number F -12
FACIUMS
^A�
PEJP
------------

KI-1-A-01 010102
p7
EWE:
MEMORY,
FA
GOAL
STEPS
OAK
4
0
4) MH 2513
\GAT,
7 A /
V
Rfm' =70
4.98'
C V Inv In NW=69
5.83'
z Q A A
Inv In 5E=695 59'
Inv,Qut=695.45'
A_VP I— -Z -2 AJiQ_
PLAN
OUTLET
La
W1
W2
*T
ki
1
40'-0"
20'-0"
16'-0"
01-101,
4,-0"
700
Eq
.U/S
INV. EL = 700.40
ACTUAL BOX BOTTOM
INV.
EL = 699.40
695
E =
1475348.57
CB-2
MODIFIED CATCH
BASIN
N
= 551249.30
PER NCDOT STD.
NO. 840.02
E =
1475352.15
HW-1
MODIFIED WINGED
HEADWALL
N
= 551307.28
PER NCDOT STD.
NO. 838.39
E =
1475345.36
dmox = 1.5 x d50
T = 1.5 X dmax.
T(m1n.)-10'
CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
INCLUDES CHMOM ETJ
M,
m W.
m"W5S)_1Cr MIN.
im
m
715
UK
-a
z
0
700
n
8,x c8c
/S INV. EL = 699.00--
EXISTING
PROPOSED-
695---�=ACTUAL BOX BOTTOM 1O" DIA. -
INV. EL = 698.00 —SANITARY -
SEWER
PROPOSED 18" DIA.
- SANITARY SEWER
690­_
0+00
ME
ME
rA
COVECREEK DRIVE MIN. EL = 707.40
kvj
705
1
20'
STRUCTURE
DESCRIPTION
NORTHING /EASING
0
•
•
•
M,
m W.
m"W5S)_1Cr MIN.
im
m
715
UK
-a
z
0
700
n
8,x c8c
/S INV. EL = 699.00--
EXISTING
PROPOSED-
695---�=ACTUAL BOX BOTTOM 1O" DIA. -
INV. EL = 698.00 —SANITARY -
SEWER
PROPOSED 18" DIA.
- SANITARY SEWER
690­_
0+00
ME
ME
rA
COVECREEK DRIVE MIN. EL = 707.40
kvj
705
m
f-
m
STRUCTURE
DESCRIPTION
NORTHING /EASING
0
z
m
700
Eq
.U/S
INV. EL = 700.40
ACTUAL BOX BOTTOM
INV.
EL = 699.40
695
E =
H�
PROFILEW
HOR: 1 20' VERT: 1 5'
m
1 0
• 0 20 2.5 • 5
0
DETAIL
INTS
CONCRETE BOX CULVERT TABLE
NAME DESCRIPTION LENGTH SLOPE INVERT INVERT START END
START END STRUCTURE STRUCTURE
CBC-1 PROPOSED 8'x6' 72' 1.94% 699.40 698.00 HW-1 HW-2
CONCRETE BOX CULVERT
=90
mm
Kmwwhaftb010W.
Call beftm Vou dig.
CAR(
N
V.SS;6
A N S. 0'�
I/ 0\
49 jgpig
r%mm
wATmj 301 South McDowell Street, Suite 512
TRM ENARONmENT Charlotte, North Carolina 28204
S
ENPORTAMON ERGY North Carolina State License Number F -1255
FACUTIES Tel: [phone] Fax: [phone]
STRUCTURE TABLE
STRUCTURE
DESCRIPTION
NORTHING /EASING
NO
CB-1
MODIFIED CATCH
BASIN
N
= 551284.60
PER NCDOT STD.
NO. 840.02
E =
1475348.57
CB-2
MODIFIED CATCH
BASIN
N
= 551249.30
PER NCDOT STD.
NO. 840.02
E =
1475352.15
HW-1
MODIFIED WINGED
HEADWALL
N
= 551307.28
PER NCDOT STD.
NO. 838.39
E =
1475345.36
HW-2
MODIFIED WINGED
HEADWALL
N
= 551235.89
PER NCDOT STD.
NO. 838.39
E =
1475354.72
CONCRETE BOX CULVERT TABLE
NAME DESCRIPTION LENGTH SLOPE INVERT INVERT START END
START END STRUCTURE STRUCTURE
CBC-1 PROPOSED 8'x6' 72' 1.94% 699.40 698.00 HW-1 HW-2
CONCRETE BOX CULVERT
=90
mm
Kmwwhaftb010W.
Call beftm Vou dig.
CAR(
N
V.SS;6
A N S. 0'�
I/ 0\
49 jgpig
r%mm
wATmj 301 South McDowell Street, Suite 512
TRM ENARONmENT Charlotte, North Carolina 28204
S
ENPORTAMON ERGY North Carolina State License Number F -1255
FACUTIES Tel: [phone] Fax: [phone]

0
eN
0
iN
■ r , r � � r
T FENCE FABRIC
TALLIED TO SECOND
;E FROM TOP
4STIC OR PLASTIC OR
RE TIES WIRE TIES
GRADE
EXTEND WIRE 8" MIN
INTO TRENCH AND
ANCHOR SKIRT AS
DIRECTED BY ENGINEER '-1=3ACKFILL TRENCH AND
L--1 If 4a1 COMPACT THOROUGHLY
t
MIN
ELEVATION
SECTION
SEDIMENT FENCE NOTES:
1. SEDIMENT FENCES SHALL BE POSITIONED AS INDICATED ON THE DRAWINGS AND AS NECESSARY TO PREVENT OFF SITE MOVEMENT OF SEDIMENT
PRODUCED BY CONSTRUCTION ACTIVITIES AS DIRECTED BY THE ENGINEER. ADDITIONAL SILT FENCE MAY BE REQUIRED BASED ON FIELD CONDITIONS.
2. DIG TRENCH APPROXIMATELY 4 -IN WIDE AND 8 -IN DEEP ALONG PROPOSED FENCE LINES AND UPSLOPE FROM THE BARRIER.
3. DRIVE STAKES, 8 -FT ON CENTER (MAXIMUM) AT BACK EDGE OF TRENCHES. STAKES SHALL BE DRIVEN 2 -FT (MINIMUM) INTO GROUND.
4. HANG FILTER FABRIC ON POSTS CARRYING TO BOTTOM OF TRENCH WITH 12 INCHES OF FABRIC LAID ACROSS BOTTOM AND SIDE OF TRENCH.
STRETCH FABRIC FAIRLY TAUT ALONG FENCE LENGTH AND MAINTAIN SECURE BOTH WAYS.
5. SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS. EXTEND THE WIRE MESH
SUPPORT TO THE BOTTOM OF THE TRENCH. FASTEN THE WIRE REINFORCEMENT, THEN FABRIC ON THE UPSLOPE SIDE OF THE FENCE POST.
6. BACKFILL TRENCH WITH EXCAVATED MATERIAL AND TAMP THOROUGHLY.
7. INSTALL PRE - FABRICATED SILT FENCE ACCORDING TO MANUFACTURER'S INSTRUCTIONS.
8. THE HEIGHT OF THE SEDIMENT FENCE SHALL NOT EXCEED 24 INCHES ABOVE THE GROUND SURFACE.
9. THE FABRIC SHALL BE CONSTRUCTED FROM A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID JOINTS. WHEN JOINTS ARE
NECESSARY, SECURELY FASTEN THE FILTER CLOTH ONLY AT A SUPPORT POST WITH 4 FEET MINIMUM OVERLAP TO THE NEXT POST.
10. SEDIMENT FENCE SHALL NOT BE ATTACHED TO TREES.
11. END OF SILT FENCE SHALL BE TURNED UPHILL.
12. SILT FENCE STONE OUTLETS (WIRE MESH AND WASHED STONE) ARE RECOMMENDED AT SILT FENCE LOW POINTS ALONG LONG RUNS, SEE DETAIL J
THIS SHEET. TEMPORARY SILT FENCE
DETAIL A
NOT TO SCALE �IE
STEEL POST
WOVEN WIRE
FABRIC
- WARNING SIGN (IN
TREE PROTECTION
APPLICATIONS ONLY)
-SILT FENCE
FABRIC
r FILL
t SLOPE
COVER •.
SKIRT r.
2
MIN.
1
NORMAL WATER LEVEL
Cam' axw-1 ;
CONSTRUCT 6" DEEP DITCH 4' FROM TOP OF
4' -0" STREAM BANK TO DIVERT WATER AWAY FROM
RESTORED AREA
12" 2'
-INSTALL WOVEN COIR FIBER MAT, NORTH
AMERICAN GREEN SC 15OBN OR EQUAL, PER
MECKLENBURG COUNTY STORMWATER SERVICES
STREAMBANK STABILIZATION AND HABITAT
ENHANCEMENT PLANTING DETAILS (SEEDED PER
SECTION 02486)
\-- GEOTEXTILE FABRIC MIRAFI
FILTERWEAVE 700 OR EQUAL.
------------------
I®��IVI�M I �4YR�n,r Ir1f
RELIEF SEWER
W
m
NOTES:
1. ALL COMPACTION SHALL BE BY HAND.
2. STREAM CHANNEL SHALL BE BACKFILLED AND COMPACTED PER SPEC
SECTION 02221 FOR BRIAR CREEK CROSSINGS.
3. THE MAXIMUM ALLOWABLE TEMPORARY CONSTRUCTION DISTURBANCE WILL
BE A 40' CORRIDOR ACROSS THE STREAM.
12"
•i
&'a ,�1 o�q o46oA am O� 4a �aao� ®saga ca epos C> oav>$ ao>•
WOOD STAKES
#5 WASHED STONE 1 (1/4" TO 1/2" GRID OPENING)
TEMPORARY SEDIMENT POOL WIRE MESH CONCRETE BLOCK
------------
TOP OF
7m
Wm
.►1! + . \ ., �� �/ � I it L I I o
i moo+• 1 V . F "► • ♦ �� � '
It 11 it`^`1{ !1 al 1! IL"11
11..ti..11 11.:Il�il 11..li .I .II= tl .11. 1-'
Quin
ml
HARD
I OPE
OF F,
IF 8„
STONE
Y IN 1
d 2' -a
" REBAR FOR BAG
REMOVAL FROM INLET
(REBAR NOT INCLUDED)
cum of ItacH
OPTIONAL OVERFLOW -_
a
SILTSAGK
DUMP LOOPS
(REBAR NOT INCLUDED)
ELEVATION ! SECTION
NOTES. I I
1. ALL FABRIC PROTECTION FOR EXISTING INLETS SHALL BE DONE IN ACCORDANCE WITH SECTION 6.51 OF
THE NC EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL (REVISED JUNE 2006).
STABILIZATION TIME FRAMES (EFFECTIVE AUG. 3, 2011)
SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS
\--- GEOTEXTILE FABRIC MIRAFI
(t) 140N OR EQUAL, OVERLAP
JOINTS 24 ", PIN ON SLOPES PERIMETER DIKES, SCALE, DITCHES, SLOPES 7 DAYS NONE
RIP RAP CHANNEL SCHEDULE
CHANNEL
SHEET
BOTTOM
SIDE SLOPE
CHANNEL
MIN. RADIUS OF
CURVATURE (Rc)
RIP RAP SIZE
RIP RAP
THICKNESS
NO.
NO.
WITDH (B) FT
(Z)
DEPTH (d) FT
(D50) IN
(t) IN
FT
1
C -14
1.0
2.0
0.9
5.0
6.0
9.0
2
C -14
3.0
3.0
2.0
20.0
6.0
9.0
d C-350
•
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1
14 DAYS NONE, EXCEPT FOR PERIMETERS AND HQW ZONES.
i
NOT TO SCALE
.r
0�p '
ow whars below.
Call beka you dig.
FOAM DEFLECTOR O BE
INSTALLED IN CURB
ONLY
EX PAP
RESTF
SIDE VIEW INSTALLED
DROP INLET O R � INSTALLATION DETAIL
CATC H BAS I N -!
TEMPORARY SEDIMENT CONTROL DEVICE
DETAIL 111 G
NOT TO SCALE VARIES
DETAIL H NOTES:
A. 2" TO 3" COARSE AGGREGATE SHALL BE USED.
B. PROVIDE TURNING RADII SUFFICIENT TO ACCOMMODATE LARGER
TRUCKS.
C. ENTRANCE(S) SHOULD BE LOCATED TO PROVIDE FOR MAXIMUM
UTILIZATION BY ALL CONSTRUCTION TRUCKS.
D. ENTRANCE(S) MUST BE MAINTAINED IN A CONDITION WHICH
G i v J t vr�r�c� WILL PREVENT TRACKING OR DIRECT FLOW OF TRAFFIC UNTO
AGGREGATE STREETS.
APPLICABLE AT ALL POINTS OF INGRESS & EGRESS UNTIL E. PERIODIC TOP DRESSING WITH STONE WILL BE NECESSARY,
SITE IS STABILIZED. FREQUENT CHECKS OF THE DEVICE AND KEEP SOME ON HAND. ANY MATERIAL WHICH STILL MAKES IT
TIMELY MAINTENANCE MUST BE PROVIDED. ONTO THE ROAD MUST BE CLEANED IMMEDIATELY.
F. CONTRACTOR MUST PROVIDE TIRE WASHING STATION AT EVERY
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE CONSTRUCTION ENTRANCE AND CLEAN THE TIRES OF EVERY
VEHICLE BEFORE EXITING CONSTRUCTION SITE TO PUBLIC ROAD
TO PREVENT TRACKING OF MATERIAL ON PUBLIC ROADS.
DETAIL rH"'"� CONTRACTOR MUST SUBMIT PLAN TO OWNER AND ENGINEER
FOR APPROVAL AND MUST INCLUDE METHOD OF CONTROLLING
NOT TO SCALE VARIES AND CAPTURING SEDIMENT FROM WASH WATER.
lm
INSTALL WOVEN COIR FIBER MAT
OVER SEED PER SEEDING SCHEDULE
G. REMOVE AND REPLACE CURB AND GUTTER TO MATCH EXISTING
AT EACH CONSTRUCTION ENTRANCE TO THE LIMITS SHOWN,
INCLUDING ANY ADDITIONAL CURB AND GUTTER DISTURBED BY
THE WORK.
H. CONTRACTOR SHALL TAKE ALL REASONABLE MEASURES TO
PREVENT TRACKING MUD /SOIL ON ROADWAYS. ANY MUD OR
SOIL TRACKED ON ROADWAYS SHALL BE CLEANED DAILY.
I �
ESTABLISHED PLANT
FOR INFORMATION ONLY 2.
INSTALL SPLIT 2" X 4" X 30"
DEAD STOUT STAKES PER
SPECIFICATIONS OR STAPLE PER
PLANTING TO TOP
'IERAL NOTES:
WHEN DEWATERING TRENCHES, CONTRACTOR SHALL PUMP
TURBID WATER THROUGH FILTER BAGS.
EROSION CONTROL MEASURES SHALL BE PROVIDED AS
REQUIRED FOR PARKING, STOCKPILING, AND STAGING AREAS.
CONSTRUCT SEDIMENT FENCE ON LOW SIDE OF TOPSOIL
STOCKPILE TO PREVENT SEDIMENT FROM BEING WASHED INTO
THE DRAINAGE SYSTEM. FENCE TO EXTEND AROUND
APPROXIMATELY 70 PERCENT OF THE PERIMETER OF THE
SUIT
111114'(Drill'
1
,
:. e

D FRP STEPS
CD -S (ON STRAIGHT WALL)
TRANSITION , AND RISER(S)
AND CONE TOP OR FLAT TOP FOR
MANHOLES 6'-0" AND A ► w 0 i i
MANHOLES SHALL CONSIST OF
RISERS O SURFACE CONE TOP-
6" WIDE EXTERNAL 1ri
RUBBER , ON
BELOW—GRADE JOINTS
INLET PIPE
SEE NOTE 10
CENTER JOINT BETWEEN
TWO MAIN PIPE CENTER
LINES IF USED —
SEE NOTE 8
CONC BENCHING —/
COMPACTED 'AI
CITY OF CHARLOTTE STANDARD TYPE 'D' OR 'E'
FRAME AND TYPE 5 COVER 30" DIA CAST IRON
FRAME AND COVER (BOLT DOWN —WATER TIGHT)
CONTRACTOR SHALL ADJUST
//r__ MANHOLE ELEVATIONS TO MATCH
GRADE USING GRADE RINGS
/ 1" CHAMFER ALL
l AROUND FINISH GRADE
FINISH GRADE
MUNULI I HIU I- KLUAS I SEE NOTE 12 FOR
CONCRETE ALTERNATE MANHOLE
BASE DESIGNS
wryr, �r*
MINIMUM , w rr
lUTYL JOINT SEALANT
PCS ALL AROUND) �
— VENT PIPE LOCATION FOR
MANHOLES 8' -0" AND LARGER.
SEE DETAIL A /CD -5 FOR VENT
PIPE LOCATION FOR SMALLER
MANHOLES
7" MIN
REINFORCING BARS ALL AROUND
EACH FACE OF EACH PENETRATION
(TYP ALL PENETRATIONS)
RUBBER w s
PIPE
PER SPECIFICATIONS (TYP)
OUTLET PIPE
SEE NOTE 10
\ \
\ \
SEE NOTE 1
\
\
4 "Wx4 "H CEMENT MORTAR
FILLET ALL AROUND BASE U �s \` r • . '�`�` ��
..'. .. \t.'.',` ' ..'.. .... r .a• _ iii �/ rr
�..•. a....'.'.'.'.'.'.'
t �... �..... `�_ ...... OUTLET PIPE
------------------- ___��__L__
SEE NOTE 10
� ,'....`. •-- --'--' —VENT
PIPE
�. L \.i.Fr E."
i \ X \. id •`•�•`�` l— ®�r^"J`si �„a^':�. ... ... ..J a
v.......,'.'.'.
INLET PIPE
SEE NOTE 10 ,� ~�;•
FORM CONC. BENCHING
W/ HALF — CIRCULAR BOTTOM,
SMOOTH TROWELLED 30" MANWAY ABOVE °z ci
FINISH — MATCH PIPE SEE NOTE 7 I
INVERTS — SEE NOTE 4
INTERCONNECTOR OR
BRANCH SEWER WHERE
APPLICABLE — SEE PLAN
SEE NOTE 2
RUBBER BOOT
PIPE TO MANHOLE CONNECTION
PER SPECIFICATIONS (TYP) r
r
r
r
r
r
s
rr
r
rrr 4' r
r
I VARIES — SEE NOTE 5
lNSTALL GRADE
.1tINGS ui TO MATCH
GRADE AND FRP
SEE NOTE
FINAL GRADE
CONC. BENCHING ALL AROUND TO
COMMON ELEV 6" ABOVE TOP OF
MAIN INLET PIPE, TYP. — SEE
NOTES 2 AND 5. SLOPE UP TO
WALL 1."
PRECAST CONC. BARREL
MONOLITHIC PRECAST OR
CAST —IN —PLACE BASE SLAB
NOTES:
1. CONCRETE FOR BENCHING SHALL INCLUDE THE, CON- cSHIELDo ADDITIVE. AMOUNTS USED
AND APPLICATION SHALL BE PER THE MANUFACTURER'S RECOMMENDATION. PER NCDENR
DESIGN STANDARDS, THE BENCH SHALL BE SLOPED NO LESS THAN j INCH PER FOOT (4
PERCENT).
2. WHERE INTERCONNECTOR OR BRANCH SEWER IS A DROP SEWER, REFER TO DETAILS
A /CD- -3 AND C /CD -3 FOR INSTALLATION REQUIREMENTS.
3. EXCEPT AS OTHERWISE SHOWN OR SPECIFIED, MANHOLE STRUCTURES SHALL MEET THE
REQUIREMENTS OF ASTM 0478. REINFORCING STEEL IS NOT SHOWN ON THIS DETAIL, BUT
SHALL BE PROVIDED PER ASTM 0478.
4. ALL BENCHING CONC TO BE 3600 PSI w /FIBER REINFORCING, STEEL TROWEL FINISH.
5. BASE SLAB DIMENSIONS VARY ACCORDING TO LIMITS REQUIRED FOR PIPE SUPPORTS WITH
1' -0" MIN FROM BARREL WALL.
6. COMPRESSIBLE SEAL TO BE EQUIVALENT (BEFORE COMPRESSION) TO 50% OF WIDTH OF
BARREL WALL AND SHALL BE BUTYL RESIN SEALANT CONSEAL CS -102 BY CONC
SEALANTS, INC. OF NEW CARLISLE, OH. USE PRIMER CS -100 ON BOTH SURFACES. SEALS
TO BE 1" MIN THICK BEFORE COMPRESSION.
7. LOCATE MANWAY OVER LARGEST BENCHING SHELF.
8. FOR MANHOLES IN ROADS AND WHERE WHERE SHOWN WITH TOPS FLUSH WITH FINISH
GRADE, CONTRACTOR SHALL ADJUST MANHOLE ELEVATIONS TO MATCH GRADE USING
GRADE RINGS.
9. MANHOLES SHALL BE DESIGNED TO WITHSTAND UPLIFT AND FLOATATION FORCES. SUBMIT
FLOATATION AND BOUYANCY CALCULATIONS WITH MANHOLE SHOP DRAWING SUBMITTAL.
10. THE LENGTH OF THE INLET AND OUTLET PIPES AT EACH STRUCTURE SHALL BE AT LEAST
4 FEET BEYOND THE OUTSIDE FACE OF THE STRUCTURE WALL.
11. GRADE RINGS SHALL CONFORM TO ASTM C478. INDIVIDUAL GRADE RINGS TO BE SEALED
USING BUTYL RESIN SEALANT DESCRIBED IN NOTE 5. CONTRACTOR SHALL ANCHOR GRADE
RINGS TO THE MANHOLE. THE METHOD FOR ANCHORING SHALL BE SUBMITTED TO
ENGINEER FOR REVIEW AND APPROVAL.
12. WHERE INDICATED ON THE DRAWINGS, TINDALL T— SERIES BASE CONFIGURATIONS, TRU
CONTOUR MONOBEND, OR APPROVED EQUAL WILL BE CONSIDERED AS AN ACCEPTABLE
ALTERNATE TO THE STANDARD PRECAST MANHOLE BASES SHOWN. THE MANHOLE RISERS
FOR THE ALTERNATE BASES SHALL BE 5' IN DIAMETER AS SHOWN ON THE DRAWINGS.
180°
„ CONTRACTOR SHALL
30 ID SAW CUT FRP NECK
IN FIELD TO MATCH i 6" FRP
GRADE e CHANNEL
ZZ! __ I ! SUPPORT
HALF — CIRCULAR OPENING o
IN EACH PART OF BARREL —
SEE NOTE 8 D FRP STEPS
_ ® CD -5 (ON STRAIGHT WALL) 270° — — — — — 90°
4" W x 4" H CEMENT
MORTAR FILLET ALL
AROUND FACE
P-1
• ! 1f
1 /2" THICKNESS
PIPE NOTES
• •
—'' MANHOLE TO
ANTIFLOTATION
FLANGE PER
MANUFACTURER (TYP)
NOTE:
REFER TO STRUCTURAL
DETAILS ON SHEET S -1
AND S -2 FOR
ANTI — FLOTATION SLAB
m
12" MIN. (SEE NOTE 7)
48" MIN.
(SEE NOTE 7 & 8)
NOTES. _
1. ALL MANHOLES TO BE HS -20 TRAFFIC RATED
2. FRP STIFFENING RIBS REQUIRED ON MANHOLES 10' -0" DEPTH
AND GREATER. STIFFENING RIBS TO BE 6" FRP CHANNEL.
3. FOR MANHOLES WITH VENTS, CONTRACTOR SHALL SUPPLY A
MINIMUM OF THREE(3) ANCHORING LOCATIONS FOR VENT PIPE
AND OUTLET FLANGE AND CONNECTION HARDWARE.
4. MANHOLE TO BE INSTALLED PER MANUFACTURER'S
INSTRUCTIONS.
5. CITY OF CHARLOTTE STD TYPE 'D' OR 'E' FRAME AND TYPE 5
COVER 30" DIA CAST IRON FRAME AND COVER (BOLT —DOWN
WATER TIGHT). GRADE RINGS SHALL CONFORM TO ASTM C478.
INDIVIDUAL GRADE RINGS TO BE SEALED USING BUTYL RESIN
SEALANT CONSEAL CS -102 BY CONC SEALANTS, INC. OF NEW
CARLISLE, OH. USE PRIMER CS -100 ON BOTH SURFACES.
SEALS TO BE 1" MIN THICK BEFORE COMPRESSION.
CONTRACTOR SHALL ANCHOR GRADE RINGS TO THE MANHOLE.
THE METHOD FOR ANCHORING SHALL BE SUBMITTED TO
ENGINEER FOR
REVIEW AND APPROVAL.
6. DISTANCE FROM INTERNAL BENCHING /PLATFORM ABOVE TOP
OF PIPE TO FRP NECK TRANSITION SHALL BE 8 FEET
MINIMUM.
7. PIPE STUBOUT LENGTH TO BE MINIMUM 48" FROM THE
OUTSIDE FACE OF THE MANHOLE. PIPE STUBOUTS TO BE
INSERTED MINIMUM 12" AT CENTER FROM THE INSIDE FACE
OF THE MANHOLE WALL.
8. PIPE STUBOUT MATERIAL TO MATCH THE CONNECTING CARRIER
SEWER. PROVIDE PVC STUBOUTS WHEN CONNECTING TO PVC
PIPE AND HOBAS STUBOUT WHEN CONNECTING TO HOBAS
PIPE /DIP.

/ r
. .
SEE DETAIL
INLET BRANCH
SEWER GREATER f 6
THAN 12" DIA
EXTERNAL DROP PIPE-J
30" MANWAY ABOVE
1 . CORE HOLE SHALL NOT ENTER CONE SECTION.
2. NON-SHRINK GROUT TO BE USED SHALL BE
CON-'cSHIELDo JOINT SET. PRODUCT SHALL BE APPLIED
PER MANUFACTURER'S RECOMMENDATION.
3. COATING TO BE APPLIED PER SPECIFICATION 03180,
SEE SPECIFICATION FOR ADDITIONAL INFORMATION.
STANDARD PRECAST CONCRETE
OUTSIDE DROP MANHOLE
DETAIL rA�
m/o
SEE SECTION 1
ON SHEET CD-2
COMPACTED
STONE BEDDING
CUT AND REMOVE TOP
OF EXISTING PIPE FROM
12" INSIDE OF EAC��
INTERIOR WALL
lc:?ovlk11dooeol100'
Mom
FRONT
6"
a
PRECAST MANHOLE
VARIES
CONCRETE COLLAR, TYP
E
COLLAR
12" Mitl
CONCRETE BASE
4j 6.
#5_ DIAGONAI
BARS @
C TYP BOTH SIDES
-CONCRETE COLLAR, TYP
�
~�–SLOPE TOP OF CONCRETE
INTER CONNECTOR OR
BRANCH SEWER WHERE
APPLICABLE - SEE PLAN
i" CONCRETE COLLAR
—CONCRETE COLLAR' TYP
EXISTING SEWER PIPE '
�
ONCRETE COATINGS (TOP 36" DOGHOUSE TYPE MANHOLE
OF °""`''""- CONE Su~''«/"/
SEE NOTE 3 SHOWN UNDER | | | | | | DETAIL A. ______ ___ K*D
/
NTS VARIES
||/---
14 v RESHAPE
51-0" INVERT
PIPE PENE�R/TFR/gl0N (}N
PIPE OUTSIDE DIA PLUS ' - PENETRATION — i] NOTES:
3 INCHES ALL *xuumu ' INCHES ALL 8RVWMU
1. PIPE FOR INSIDE DROP SHALL BE SDR 20 PVC
PVC C900/905 TEE SECTION
CONFORMING TO ASTMI SPECIFICATION D3034.
CORE HOLE FOR INFLUENT 11 !` i
MIN r/rc WITH uvnuvG wm^n/nc 2. BOTTOM BEND SHALL BE 90^ SHORT BEND, BELL
INLET BRANCH A (Typ) EPDXY BONDING COMPOUND-4. SEWER OR MH OUT SPIGOT OF SDR 28 PVC. SPIGOT OF BEND TO
REST DIRECTLY ON EXISTING SHELF. CONSTRUCT
SDR 26 MASONRY TROUGH FROM DROP EFFLUENT TO
BRANCH ".��. �..u. SEWER o MAIN CHANNEL.
THROUGH 12" DIAMETER R=1/2 O.D.
PIPE BARREL
*�INLET PIPE (SAME AS J. NOTCH PVC DROP TO ACCEPT 0P OR PVC
SPIGOT AS SHOWN.
INLET SEWER PIPE)
'
^ ~`' ~~`~`~ COMPOUND Vu vu`/ BAR 4` LOC/\TE STRAPS AT PIPE BELL AND ABOVE BELL
~~'`'`E'` `''' '/ ~ NON –SHRINK """"' (''') OF 90^ BEND AS SHOWN, ADD EXTRA STRAPS AS
~�� '`~'^ '' NECESSARY TO MAINTAIN MAXIMUM SPACING OF
1/4" X 2" STAINLESS
FIVE FEET
.4 STEEL STRAP 4 ANCHORED TO WALL ` '____~�~ | STAINLESS STEEL 5, HOLE IN MANHOLE WALL TO BE MADE WITH
#^ B`` = 2 ^ ,"` p �
STRAP WITH CORING MACHINE. INSTAL[ FLEXIBLE RUBBER DEEP ANCHOR MIN COUPLING.
CONCRETE COATING OF ANCHOR BOLTS
IN '~'' ~/'^~''E~`^ EACH ^'`~ MANHOLE WALL (Jb' ON
EITHER SIDE OF DROP PIPE
6. CORE HOLE SHALL NOT ENTER CONE SECTION.
CAST–IN–PLACE CONCRETE
cmC*Scmcn/ ouuu PS/ ---- SEE nu/ES o AND 9
SECTION 7. INSIDE DROP MANHOLES SHALL BE CONFIGURED
SUCH THAT THE DROP IS NOT DIRECTLY S'Zc AS /vLc/ Sc'cn r/rE) h UNDERNEATH THE MANHOLE OPENING. rvC C905 uxur PIPE 5UR 26 DROP (SAME
PVC ~~ ~~~~ ~^''~ 8. COATING TO BE APPLIED PER SPECIFICATION
^`` �� 03180, SEE SPECIFICATION FOR ADDITIONAL
EE PROFILE Sux 26 90 onvn/ INFORMATION.
RADIUS BEND. CONTRACTOR
"''"LL ""`'"'`' EL"",, q 4 9 MANHOLE WALL TO BE COATED STARTING 36"
WITH BENCHING �r ` UT TO FIT
ABOVE PENETRATION OF THE DROP PIPE AND TO
Iq ONE #4 umCumFEnEm/mL EXTEND 36" ON EITHER SIDE OF THE DROP PIPE
S".'LE','E'`'"L REINF BA'` - - INFLUENT PIPE ALL THE WAY DOWN TO CONCRETE BENCHING.
ALL AROUND EACH FACE OF
EACH PENETRATION (TYP) ' INV EL SEE PROFI E PIPE 'ID 10. FOR FIBERGLASS MANHOLES THE CONTRACTOR
SHALL SUBMIT THE INSIDE DROP MANHOLE
DESIGN TO ENGINEER FOR APPROVAL THE INSIDE
SEE DETAIL –_--~~– MIN ~ �' '''� DROP SHALL BE CONFIGURED AS SHOWN IN
|
DETAIL C.
--|||---|||---|||---(|/ 1 / ' '` 2 STAINLESS
^''
STEEL STRAP WITH PVC p|pE 11. NON–SHRINK GROUT TO BE USED SHALL BE
ANCHOR BOLTS ___, CONm'cSH|ELDoJO|NT SET PRODUCT SHALL BE
APPLIED PER MANUFACTURER'S RECOMMENDATION.
SECTION rT�
NTS STANDARD PRECAST CONCRETE
INSIDE DROP MANHOLE --
NOTES:
1. MANHOLE RISER SECTIONS AND TOP SHALL COMPLY
WITH DETA|LA/CD-2.
2. CONSTRUCT NEW BASE FOR PROPOSED MANHOLES
WITH DOGHOUSE TYPE UPPER RISER. SEAL DOGHOUSE
OPENINGS AROUND PIPES WITH NON–SHRINK GROUT
FOR THE FULL DEPTH OF THE WH WALL. PROVIDE
0.20' FALL ACROSS MH BASE. PRECAST CONCRETE
BASES SHALL BE DESIGNED TO WITHSTAND UPLIFT AND
FLOTATION FORCES. SUBMIT FLOTATION AND BUOYANCY
CALCULATIONS WITH MH SHOP DRAWINGS.
���
��
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MANHOLE • :
DIAMETER 111 1 1111 li II .VIII 1
1 1 1
1
MY!
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SF,
MANHOLE LEGEND
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NOTES:
1. FOR EACH PIPE DIAMETER ON THE RELIEF SEWER, A SINGLE
PIPE MATERIAL SHALL BE USED UNLESS OTHERWISE NOTED
IN THE PIPE MATERIALS TABLE.
2. TINDALL T— SERIES BASE CONFIGURATIONS, TRU CONTOUR
MONOBEND BASE, OR APPROVED EQUAL WILL BE
CONSIDERED AS AN ACCEPTABLE ALTERNATE TO THE
STANDARD PRECAST CONCRETE MANHOLE BASES.
3. PROTECTO 401 EPDXY COATING SHALL BE APPLIED TO DIP
SIZES 18 INCHES AND LARGER. DIP SMALLER THAN 18
INCHES SHALL BE CEMENT MORTAR LINED. SEE SECTION
02616 FOR ADDITIONAL REQUIREMENTS.
ACCEPTABLE PIPE MATERIAL (SEE NOTE
! R II
f + DIAMETER �* o� CONSIDERATIONS
f D3034 t
f�x f l r t PSI PS 46
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VENT EL
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MIN. COAL TAR EPDXY
VENT HEIGHT
SEE PROFILE.../
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4 -1/2" 316 SS BOLTS &
SCHEDULE FOR L
FLAT WASHERS
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WELDING FLANGES
°
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1 4 SEE PROFILE /SCHEDULE
THICKNESS OF
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d
o
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INDICATED, AND AS SPECIFIED
VENT PIPE PROTRUDES i 1/4" X 8" PLATE FLANGE
BELOW SLAB BOTTOM BETWEEN PIPE
& LINING ALL AROUND
NOTES: (WHERE LINING INDICATED)
1. OUTSIDE SURFACE OF PIPES SHALL BE SAND OR GRIT BLASTED TO COMMERCIAL STANDARD
AND HAVE ONE COAT OF ZINC CHROMATE PRIMER APPLIED IN ACCORDANCE WITH FEDERAL
SPECIFICATION TT -86a.
2. PIPE SHALL BE FURNISHED WITH TWO EVENLY APPLIED COATS OF RUST INHIBITING ENAMEL
PAINT, KOPPERS GLAMORTEX NO 501 ENAMEL (OLIVE GREEN), SOUTHERN COATINGS
RUSTALOY NO 0537 (GARDEN GREEN), OR EQUAL.
1/4" PLATE
o
(SECTION
NOTE:
ACCORDING TO THE TYPE OF
MANHOLE, WASHERS MAY BE
REQUIRED ON LOWER BRACKETS.
s
WASHER PLATES TO
PLUMB VENT
CITY OF CHARLOTTE STANDARD
CAST IRON FRAME AND COYER.
MADE
USE BRICK OR CONC. GRADE
RINDS AV AON$r*(£NT Of
ry "B" (LUSH MANHOLES
N
(AY STRAtOtIWALL)
WAU OF AIR
'A TED OVER
PIPE (4-0 M.H.)
"A'
nEXIOtE CCUPUN6 CAST IN BASE OR-3
INSTALLED W CORED HOLE WIN $TAWLESS
STEEL COMPRESSION Dc"Ci:
FOR 8" AND TO` PIPE, INVERTS ARE TO
B£ J14. PIPE DO AT TRWGIL FOR 12'
AND LARGER P#5& PROVIDE FULL INVERT
AS SHOW THE SHELF SHALL SLOPE 2"
FROM TN£ MANHOLE WALL TO THE TROUGH.
sllm
almm0mellm1
5" 150# FLANGES
W/ SS INSECT SCREEN
4-1/2" 316 SS BOLTS
AND FLAT WASHERS ---
1 /4�
TOP BRACKET
ONLY
1
11/16" DIA
HOLES DRILLED
AS SHOWN
PIPE B R t
DETAIL
NONE "mw
CITY OF CHARLOTTE STANDARD
CAST IRON FRAME AND COVER
(SDLT DOIN -WATER MT)
7
HEtCHT CF RlSE1
AND CONE
SECTION VARIES
NOTC'S.-
I. MANHOLE TO CONFORM WITH ASTM C478 EXCEPT
AS MODIRED BELOW.
2. MANHOLE BASE TO BE REINFORCED WTH A MINIMUM
AREA OF 0.20 50. IN. PER LINEAL FOOT EACH WAY.
WALL REINFORCING TO BE MINIMUM OF 0.12 SO. IN
PER LINEAL FOOT. EITHER TONGUE OR GROOVE
SHALL. HAW REINFORCING EQUAL IN AREA TO
MINIMUM OF WALL SECTION.
J. ALL JOINTS SHALL CONFRRM WITH ASTM C44J
4. STEPS TO BE PLAS77C PER CITY STANDARDS
5. ALL PIPE OPENINGS TO BE NO GREATER THAN 3'
LARGER THAN OUTSIDE DIAMETER OF PIPE AND
ADDITIONALLY REINFORCED WITH A MINIMUM OF
0.20 SO. IN. OF STEEL AT 9D DEGREES. ('ADDITOINAL
REINFORCING NOT REWIRED FOR CORED OPENINGS)
6. ALL SURFACES SHALL BE SMOOTH EVEN TEXTLIRED
N?TH A MINIMUM OF HONEYCOMB, FINS AND OTHER
IMPERFECTIONS.
7 PENETRATING LIFTING HOLES SHALL BE PLUGGED
WITH EXPANSION GROUT.
8. INVERTS MAY BE 3600 PSI READY MIX CONCRETE
IN LIEU OF BRICK. PRECAST INVERTS ARE ACCEPTABLE.
8. STEPS IN 5' DIAMETER MANHOLES TO BE OVER WIDEST
SHELF.
10. 4id CONE SECTONS MAYBE USED WITH 8,0 MANHOLES
WITH A 5' -4" TRANSITION SECTION PLACED DIRECTLY
BENEATH THE 4'0 CONE
11. ALL MANHOLE SECTIONS SHALL BE DESIGNED FOR
H -20 LOADING
12. MINIMUM HEtGHT FOR CONCENTRIC CONES ON MANHOLES
WTH BOLT DOWN F&C IS 32"
MANHOLE DIMENSIONS
(� 1 /4"
5" SCH 40 PIPE, A53 GRADE
1 B C203 LINED 3/32" MIN
COAL TAR EPDXY
s i
T_<
X
1/4"
MIN NO
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OF ..
Y I
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CITY OF CHARLOTTE STANDARD
CAST IRON FRAME AND COYER.
MADE
USE BRICK OR CONC. GRADE
RINDS AV AON$r*(£NT Of
ry "B" (LUSH MANHOLES
N
(AY STRAtOtIWALL)
WAU OF AIR
'A TED OVER
PIPE (4-0 M.H.)
"A'
nEXIOtE CCUPUN6 CAST IN BASE OR-3
INSTALLED W CORED HOLE WIN $TAWLESS
STEEL COMPRESSION Dc"Ci:
FOR 8" AND TO` PIPE, INVERTS ARE TO
B£ J14. PIPE DO AT TRWGIL FOR 12'
AND LARGER P#5& PROVIDE FULL INVERT
AS SHOW THE SHELF SHALL SLOPE 2"
FROM TN£ MANHOLE WALL TO THE TROUGH.
sllm
almm0mellm1
5" 150# FLANGES
W/ SS INSECT SCREEN
4-1/2" 316 SS BOLTS
AND FLAT WASHERS ---
1 /4�
TOP BRACKET
ONLY
1
11/16" DIA
HOLES DRILLED
AS SHOWN
PIPE B R t
DETAIL
NONE "mw
CITY OF CHARLOTTE STANDARD
CAST IRON FRAME AND COVER
(SDLT DOIN -WATER MT)
7
HEtCHT CF RlSE1
AND CONE
SECTION VARIES
NOTC'S.-
I. MANHOLE TO CONFORM WITH ASTM C478 EXCEPT
AS MODIRED BELOW.
2. MANHOLE BASE TO BE REINFORCED WTH A MINIMUM
AREA OF 0.20 50. IN. PER LINEAL FOOT EACH WAY.
WALL REINFORCING TO BE MINIMUM OF 0.12 SO. IN
PER LINEAL FOOT. EITHER TONGUE OR GROOVE
SHALL. HAW REINFORCING EQUAL IN AREA TO
MINIMUM OF WALL SECTION.
J. ALL JOINTS SHALL CONFRRM WITH ASTM C44J
4. STEPS TO BE PLAS77C PER CITY STANDARDS
5. ALL PIPE OPENINGS TO BE NO GREATER THAN 3'
LARGER THAN OUTSIDE DIAMETER OF PIPE AND
ADDITIONALLY REINFORCED WITH A MINIMUM OF
0.20 SO. IN. OF STEEL AT 9D DEGREES. ('ADDITOINAL
REINFORCING NOT REWIRED FOR CORED OPENINGS)
6. ALL SURFACES SHALL BE SMOOTH EVEN TEXTLIRED
N?TH A MINIMUM OF HONEYCOMB, FINS AND OTHER
IMPERFECTIONS.
7 PENETRATING LIFTING HOLES SHALL BE PLUGGED
WITH EXPANSION GROUT.
8. INVERTS MAY BE 3600 PSI READY MIX CONCRETE
IN LIEU OF BRICK. PRECAST INVERTS ARE ACCEPTABLE.
8. STEPS IN 5' DIAMETER MANHOLES TO BE OVER WIDEST
SHELF.
10. 4id CONE SECTONS MAYBE USED WITH 8,0 MANHOLES
WITH A 5' -4" TRANSITION SECTION PLACED DIRECTLY
BENEATH THE 4'0 CONE
11. ALL MANHOLE SECTIONS SHALL BE DESIGNED FOR
H -20 LOADING
12. MINIMUM HEtGHT FOR CONCENTRIC CONES ON MANHOLES
WTH BOLT DOWN F&C IS 32"
MANHOLE DIMENSIONS
(� 1 /4"
5" SCH 40 PIPE, A53 GRADE
1 B C203 LINED 3/32" MIN
COAL TAR EPDXY
s i
T_<
X
1/4"
`:",
1/4"
VENT PIPE PENETRATION FOR RCP MANHOLES
DETAIL B
NTS CD -2
"• :• •.
.•
EXPANSION
1OLTS ON ••
ri
• 1 •
• •
11 2
1
8 2
I
1 2 3„
-• -
PIPE REPLACEMENT TABLE
DETAIL
09
1 SET 071 0_
z
c�
Y I
¢
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N
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`:",
1/4"
VENT PIPE PENETRATION FOR RCP MANHOLES
DETAIL B
NTS CD -2
"• :• •.
.•
EXPANSION
1OLTS ON ••
ri
• 1 •
• •
11 2
1
8 2
I
1 2 3„
-• -
PIPE REPLACEMENT TABLE
DETAIL
09
1 SET 071 0_

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SAW CUT
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TAPER SURFACE COURSE TO 1/2" RADIUS
EXISTING PAVEMENT (SEE NOTE 3)
EXIST PAVEMENT, TYP
CN
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\Z' -non-on
Z,
5" BITUMINO-US CONC'
X
SASE' COURS'E, TYPIE.,..
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UTILITY TRENCHES BACKFILL
COMPACTED TO 100% OF MAX
DRY DENSITY PER ASTM D-698
SAW CUT TAPER SURFACE COURSE
& TACK COAT TO EXISTING PAVEMENT
6" 6" /-2" BITUMINOUS CONC 6" (SEE NOTE 3)
MIN MIN_ / TYPE SURFACS F9.5 E C f
OURSE TACK COAT
A - PRIME COAT TACK
-,,-EXIST PAVEMENT, TYP
rw A
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I
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BASE O
CURS TYPE" Q- 25.0' 8
GENERAL NOTES FOR ALL PAVEMENT QUAILS).-
2
1. PAVEMENT AND INSTALLATION SHALL COMPLY WITH NCDOT 610
UTILITY TRENCHES BACKFILL AS SPECIFIED IN NCDOT STANDARD SPECIFICATIONS FOR ROADS
COMPACTED TO 100% OF MAX AND STRUCTURES LATEST EDITION.
DRY DENSITY PER ASTM D-698---___
A IV,
2. THIS DETAIL APPLIES TO ALL NEW AND REPLACEMENT PAVEMENT
AND PATCHES OF TRENCHES IN PAVED AREAS. THIS DETAIL IS
ROADWAY BITUMINOUS PAVEMENT FOR REFERENCE ONLY FOR REPAIRS SPECIFIED IN SECTION
(11-INCH CROSS SECTION) 02575.
3. AT JUNCTION OF PAVEMENT SURFACE COURSE WITH EXISTING
DETAIL rAi PAVEMENTS, SAW CUT 1" DEEP x 6" WIDE GROOVE IN EXISTING
PAVEMENT TO TAPER SURFACE COURSE TO EXISTING SURFACE IN
1 1/2" = 1' -0" THIS GROOVE.
2" BITUMINOUS CONC
SURFACE COURSE
TYPE SF9.5A /-PRIME COAT
4" BITUMINOUS CONC
BASE COURSE, TYPE B 25.0 B
SAW CUT
& TACK COAT
TACK COAT
AP
/r-TER SURFACE COURSE TO
EXISTING PAVEMENT (SEE NOTE 3)
6 V , r- EXIST PAVEMENT, TYP
)000000(-
000000 00000/011C
091,09 'N -no(_16� i
'x
PARKING LOT/DRIVE BITUMINOUS PAVEMENT
DETAIL
1 1/2" = V-0)) �ES
3 x, ----
USED Of"t POSTS 11 LIEU OF INSTALLING 2'-0- BELOW GRADE.
11
0.9
6$) 2p-O"
3" RADIUS
�4
4 V
4 4
41, 4 d A
4 4
0
:A1. A
A A
2l-6t'
2'-6" STANDARD CURB AND GUTTER
1/2" RADIUS 611 ­ - 13-Off
F 3" RADIUS
1/8" RADIUS .14 -
4 1/8" RADIUS
4.
C14
N
00 4
-1 a -6»
4'
1' -6" STANDARD CURB AND GUTTER
4 4.
4
4
0
7"
4 RADIUS 8
.A
4* 4
4-.
A
2)-0"
2'-0" VALLEY GUTTER
1/2" RADIU 6"
3" RADIUS
4.
/8" RADIUS
CNN
7 '4
4
A 4
.464
-1 6
1' -6" MEDIAN CURB AND GUTTER
TO BE USED IN MEDIANS WHEN LANES ARE SLOPED
FROM ISLAND OR AS SPECIFIED BY THE ENGINEER,
1/8" RADIUS 91Y 9 "
-3/4"
RADIUS
11 1/8" RADIUS
A
1 3/4" RADIU
4
5" 7" VARIABLE V$ 1' -6" GROOVE JOINT
S LOPE 1/4" PER FEET
o A4 A,
'A '
4
A
4 4
4 4 A V-6" MOUNTABLE CURB AND GUTTER
�4-
%
A.
PAVEMENT A TO BE USED IN MEDIANS ONLY WHEN SPECIFIED BY
cv 4. J
.A 4:` '. .* 00 THE ENGINEER.
A
/A
1/2" DIA SMOOTH STEEL SAW CUT JOINT, FULL DEPTH
DOWELS @ 24" OC NEW CONCRETE INFILL, ALLOW TO
1­8 "--1--8 EMBED 12" EA SIDE FLOW FREELY UNDER THE EXISTING
TWO 1/2" THICK PIECES BITUMINOUS FIBER REQUIRED, EXISTING CONCRETE SLAB, LIGHT BROOM FINISH TO
IF SUBBASE IS CONCRETE. MUST BE SEALED WITH
MATCH EXISTING
APPROVED JOINT SEALER. VARIES
MONOLITHIC CONCRETE CURB AND SIDEWALK (SEE NOTE. 7) 4. 4 4: d.
4
A
NOTES:
1. CONTRACTION JOINTS IN CURBS & GUTTERS SHALL BE SPACED AT 10-FOOT INTERVALS. JOINT SPACING MAY BE
ALTERED BY THE ENGINEER. COMPACTED
COMPACT EARTH IN AREA OF
ABC BASE EXCAVATION TO MEET MIN
2. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY OTHER APPROVED METHODS. BEARING REQUIREMENTS FOR
WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A MINIMUM DEPTH OF 1 1/2" SHALL BE OBTAINED. EXISTING NEW NEW CONCRETE REPLACEMENT
CONCRETE INFILL
3. EXPANSION JOINTS IN CURBS & GUTTERS SHALL BE FORMED AT 40-FOOT INTERVALS AND ADJACENT TO ALL RIGID 4000 PSI 4000 PSI
OBJECTS. JOINTS SHALL MATCH LOCATIONS WITH JOINTS IN ABUTTING SIDEWALK. NOTES: -owl
4. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 P.S.I. IN 28 DAYS. 1. REPLACEMENT CONCRETE TEMPERATURE SHALL BE PROPERLY CONTROLLED IN
COMPLIANCE WITH A.C.I. REQUIREMENTS. CONCRETE SHALL BE AIR ENTRAINED (496-796).
5. CURBS SHALL BE DEPRESSED AT INTERSECTIONS TO PROVIDE FOR FUTURE ACCESSIBLE RAMPS.
2. AT NO POINT MAY THE WIDTH OF ANY AREA REMOVED BE LESS THAN 4'-0" IN WIDTH
6. SUBGRADE BENEATH THE CURB AND GUTTER SHALL BE COMPACTED TO 100% STANDARD PROCTOR DENSITY. OR LENGTH. DOWELS SHALL BE INSERTED INTO ALL ABUTTING SLABS.
7. A GROOVE JOINT, WHERE SHOWN ON DETAIL, 1" DEEP WITH 1/3" RADII SHALL BE REQUIRED IN THE CONCRETE 3. CONTRACTOR SHALL EXTEND ALL EXISTING SAWCUTS TO ALIGN WITH EXISTING AND TO
SIDEWALK AT 5' INTERVALS. SEE STANDARD 10.22 FOR DETAIL OF EXPANSION JOINT AND GROOVE JOINT. MATCH DEPTH. CONTROL JOINTS SHALL BE EXECUTED UNDER THE ULTRA EARLY SAWING
(SOFT CUT) METHOD WHERE JOINTS ARE SAWN AS SOON AS SOMEONE CAN WALK ON
THE SLAB,
CONCRETE CURB AND GUTTER 4. APPLY CURING COMPOUND TO MATCH EXISTING.
DETAIL D 5. PROVIDE TRAFFIC BARRICADES IN ACCORDANCE WITH OWNER SO AS NOT TO IMPEDE
1 1/2"t 1= 1$-OP2 vARIES OWNER'S OPERATIONS.
.03 %
2'- 0"
SLOPE FOR VARIABLE
SUPERELEVATION RATES
BAR BANDS
TRUSS ROD
ROUND LATCH
TURNBUCKLE
(3" TAKEUP)
B
BOTTOM 0 / x\\X.1 \,\N
TENSION
WIRE (TYP)
SLOPE TOP
OF FOOTING
1 ,a GS�/
TO DRAIN ­
NOTES: 18" DIA 12"DIA ­--�
WIRE FASTENERS AT 18"
1. ALL MEMBERS TO BE INTERVALS, TOP AND BOTTOM
HOT-DIP GALV. STEEL.
2. SECURITY GATES LOCATED CHAIN LINK FENCE GATE
AT TEMPORARY
CONSTRUCTION ENTRANCES (PERMANENT OR TEMPORARY)
MUST BE A MINIMUM OF 20'
WIDE. DETAIL rF
VARIES
NTS VA
K�)
U. LEGALLY UJOFU,)E OF ALL WASTE OFF )IiF-.
7. EXISTING CONCRETE THICKNESS VARIES PER LOCATION. CONTRACTOR TO FIELD VERIFY.
MINIMUM THICKNESS TO BE 5".
1/8" RADIUS (TYPICAL) TYPICAL CROSS SECTION
x,1111 j1 i1!
1/81' CONCRETE PAVEMENT
j%% CA
SURFACE OF GUTTER
4 oj DETAIL
FABRIC MESH TO INCLUDE
GREEN P :4 c
PRIVACY SCREENING L
a. 4 NTS 0
. / A
LATCH
W/PADLOCK JOINT FILLERJ
EXPANSION JOINT
50' MAX SPACING BETWEEN
STRETCHER Y2" EXPANSION JOINTS
BAR (TYP) 4" THICK CONCRETE WALK ---\ 4
L -�-CONTRACTION JOINT
EXPANSION JOINT (SAW CUT Y3 DEPTH)
REQUIRED WHEN WALK
ABUTS RIGID STRUCTURES
CONCRETE SIDEWALK
DETAIL I/ G
NTS VARIES
VIA
J
r)
P E P, M I T E 1— 0 1`1� u N
-­----­- -- ---- -- ----- -

• •
m
;t WITAIMIN
m
12"
2411
1/211/2
f #
.,.
@ # !
MATCH INVERTS
1,
` A�
• II
Q
(MIN)
LIMITS OF
1
- -, -� --
UNDISTURBED
(MIN)
TRENCH
(I.$- M 2.4'
CONSTRUCTION SHALL BE OF RIGID PRECAST OR EMBEDDED
@
@
.ANTI —SEEP
PRODUCT APPROVED BY THE CITY ENGINEER. RETRO FIT MATS
WILL ONLY BE ALLOWED ON EXISTING RAMPS WITH PRIOR
COLLAR 300 PSI
APPROVAL OF THE CITY ENGINEER FOR MATERIAL TYPE AND
,
SEE NOI,y
..r
INSTALLATION (IE. RESURFACING).
FLOWABLE
`✓
(1N)
ip
(MIN)
•;a•.
COMPACTED GRANULAR
,
1
MATCH INVERTS
1,
` A�
• II
—TOP OF COLLAR TO
BE ABOVE GRANULAR
BACKFILL MATERIAL
—COMPACTED GRANULAR
BEDDING TO 12"
ABOVE PIPE
1'
(MIN)
— COMPACTED GRANULAR
BEDDING TO 12"
BELOW PIPE
lo'-o"
U-
is 1/2" EXP. JOINT w� 1/2" EXP. JOINT
�.
v W W W W --- GROOVE JOINT
-
PLANTING STRIP W w+ w+ w W TRUNCATED w W w w w W w v W
W w W W W DOME p N w W W W
w w w 0 GROOVE JOINT OR ro PLANTING STRIP
A w w Y w w o CONSTRUCTION JOINT w" W
w
J N W A
BEVEL CURB TO MEET PAVEMENT
1/2" EXP. JOINT -*~�
1/2" EXP '_O' 10' -0° 4' -0" 1
JOINT [-4
B
PLAN VIEW
TOP OF CURB 10 ° -0 "'
�` j -4' —O" 4'— O "7 STOP OF CURB
A i
( "A" SEIOTE,31"N
k�2%
6" 4' -0" MIN, 4'--0" MIN.�� MAx^ A" py
-2% a 61®
L-io'-o'
SECTION B - B
NOTES:
1. ALL CONCRETE TO BE 3600 P.S.I.
2. ALL CURB OR CURB AND GUTTER AND SIDEWALK ARE TO BE REMOVED TO THE NEAREST JOINT BEYOND
NEW CONSTRUCTION OR CUT WITH A SAW AND REMOVED. SAW CUT OR JOINT TO BE PERPENDICULAR TO
EDGE OF EXISTING PAVEMENT. SEE MCLD STD. NO. 10.17 FOR JOINT DETAIL.
3: "A" BREAKOVER SHALL BE 87. OR LESS
(A = ALGEBRAIC DIFFERENCE).
4, PRIOR APPROVAL IS REQUIRED ON GRADES EXCEEDING WHAT ARE SHOWN.
5. BASED ON MECKLENBURG COUNTY LAND DEVELOPMENT (MCLD) STANDARDS NO 10.25A.
(1.6" TO 2,4"1 -
i
Q
(MIN)
—
- -, -� --
ALL DETECTABLE WARNING DEVICES USED IN NEW
'(S
(I.$- M 2.4'
CONSTRUCTION SHALL BE OF RIGID PRECAST OR EMBEDDED
@
@
PRODUCT APPROVED BY THE CITY ENGINEER. RETRO FIT MATS
WILL ONLY BE ALLOWED ON EXISTING RAMPS WITH PRIOR
APPROVAL OF THE CITY ENGINEER FOR MATERIAL TYPE AND
INSTALLATION (IE. RESURFACING).
(�
`✓
`✓
(� (}
`✓ `✓
2.
COMPACTED GRANULAR
BEDDING TO 12
SQUARE GRID IN THE PREDOMINANT DIRECTION OF TRAVEL TO
�
\,;,J
2,
.;, < -.: ®'
BELOW PIPE
3.
2p.
(MI
- ,: '
UNDISTURBED TRENCH
(MIN)
A. d. ':... BEDDING
ELEVATION
SIDE ELEVATION
TRUNCATED
NOTES:
SPACING
1. SIDES AND BOTTOM OF COLLAR SHALL BE CAST AGAINST
UNDISTURBED EARTH OR
COMPACTED FILL.
2. CONTRACTOR MAY CONSTRUCT ANTI -SEEP COLLAR OF FLOWABLE FILL (100 PSI),
BENTON€TE OR COMPACTED CLAY. SUBMIT PROCEDURE AND MATERIALS
SPECIFICATIONS TO THE ENGINEER FOR APPROVAL.
3. ANTI -SEEP CONCRETE COLLAR TO BE PROVIDED ON THE
SEWER EVERY 1000 FEET
AND WHERE SHOWN ON THE DRAWINGS. FINAL LOCATION
OF EACH COLLAR TO BE
DETERMINED IN THE FIELD BY THE ENGINEER BASED ON
THE NATURE OF THE
DISTURBED MATERIAL. CONTRACTOR SHALL PROVIDE SUPPLEMENTAL
TRENCH
SUPPORT FOR COLLAR EXCAVATION AND INSTALLATION.
4. COLLAR TO EXTEND 1' MIN ABOVE GRANULAR FILL MATERIAL.
ANTI -SEEP COLLAR
DETAIL rB
NTS VARIES
—TOP OF COLLAR TO
BE ABOVE GRANULAR
BACKFILL MATERIAL
—COMPACTED GRANULAR
BEDDING TO 12"
ABOVE PIPE
1'
(MIN)
— COMPACTED GRANULAR
BEDDING TO 12"
BELOW PIPE
lo'-o"
U-
is 1/2" EXP. JOINT w� 1/2" EXP. JOINT
�.
v W W W W --- GROOVE JOINT
-
PLANTING STRIP W w+ w+ w W TRUNCATED w W w w w W w v W
W w W W W DOME p N w W W W
w w w 0 GROOVE JOINT OR ro PLANTING STRIP
A w w Y w w o CONSTRUCTION JOINT w" W
w
J N W A
BEVEL CURB TO MEET PAVEMENT
1/2" EXP. JOINT -*~�
1/2" EXP '_O' 10' -0° 4' -0" 1
JOINT [-4
B
PLAN VIEW
TOP OF CURB 10 ° -0 "'
�` j -4' —O" 4'— O "7 STOP OF CURB
A i
( "A" SEIOTE,31"N
k�2%
6" 4' -0" MIN, 4'--0" MIN.�� MAx^ A" py
-2% a 61®
L-io'-o'
SECTION B - B
NOTES:
1. ALL CONCRETE TO BE 3600 P.S.I.
2. ALL CURB OR CURB AND GUTTER AND SIDEWALK ARE TO BE REMOVED TO THE NEAREST JOINT BEYOND
NEW CONSTRUCTION OR CUT WITH A SAW AND REMOVED. SAW CUT OR JOINT TO BE PERPENDICULAR TO
EDGE OF EXISTING PAVEMENT. SEE MCLD STD. NO. 10.17 FOR JOINT DETAIL.
3: "A" BREAKOVER SHALL BE 87. OR LESS
(A = ALGEBRAIC DIFFERENCE).
4, PRIOR APPROVAL IS REQUIRED ON GRADES EXCEEDING WHAT ARE SHOWN.
5. BASED ON MECKLENBURG COUNTY LAND DEVELOPMENT (MCLD) STANDARDS NO 10.25A.
(1.6" TO 2,4"1 -
i
PIPE BELL O.D. 5
1' -7" 3 1/2" TYP
SENTH PLICE
LG
4 - #5 EACH FACE ..
#4 U BARS L ..< ,
@ 12" :.#
a
. #
14
1 I
a
IIIE BELL O.D.
'4
�• a
•.a d.
SEWER PIPE <.• .. ': • d
„
NOTE:
1. CONTRACTOR SHALL INSTALL CONCRETE ANCHOR A
MINIMUM OF 2 FEET BEYOND PIPE JOINT IF JOINT
IS WITHIN ONE FOOT OF STREAM CROSSING LIMITS.
CONCRETE ENCASEMENT FOR FRPM AND PVC PIPE
DETAIL E
NTS vARIEs
FINAL
BACK FILL
TRENCH ZONE
I
MII'-OP OF PIPE
VARIES
Ls.#
Z
O PIPE SPRING LINE
i�
MAX -• D A
ELEVATION DURING ALL
EXCAVATION, PIPE
& BACKFILL OPERATIONS
ADJUST GRADE INITIALLY
AND AFTER 90 DAYS 4
DIRECTED .
SEE NOTE 5
a •
A
COMMON FILL PER SPECS /
IN TRENCH ZONE UNO
ou ou C I )u 'ou C
m"s
'TRENCH BOTTOM SHALL BE
- PREPARED AND DEWATERED AS
SPECIFIED IN SECTION 02221
* - 6" IN ROCK
TRENCH WIDTHS (CENTER PIPE IN TRENCH):
NOMINAL PIPE SIZE MINIMUM
8 " -15" O.D. +16"
18 " -30" o. b. X 1:25 +12"
36 " -42" O.D. + 36"
TRENCH SECTION
TOP SOIL PER SPEC OR:!
BITUMINOUS PAVEMENT i
` SECTION ■ CD-5 1
DETAILS
• 9 . l
GENERAL NOTES:
1. SEE SPECIFICATIONS FOR BACKFILL AND COMPACTION OF PIPE ZONE AND TRENCH ZONE.
2, TRENCHING, SUPPORTS, & DEWATERING TO BE DESIGNED BY CONTRACTOR'S NORTH CAROLINA PROFESSIONAL ENGINEER PER
SPECIFICATIONS.
3. CONTRACTOR SHALL FORM A DEPRESSION IN THE STONE BEDDING SLIGHTLY DEEPER AT THE JOINT TO PREVENT BEDDING
MATERIAL FROM ENTERING THE BELL AND INTERFERING WITH THE SPIGOT IN THE BELL.
4. ALL EXISTING SEWERS EXPOSED AND /OR TEMPORARILY SUPPORTED DURING THE COURSE OF THE WORK SHALL HAVE ALL
DISTURBED BEDDING REPLACED WITH STONE BEDDING PER THE REQUIREMENTS OF THIS DETAIL,
5. FINAL GRADE SHALL MATCH EXISTING CONTOURS SHOWN ON THE DRAWINGS. ENGINEER'S SURVEYOR WILL BE VERIFYING THE
ELEVATION OF FINAL GRADE BY TAKING GRADE PROFILES AFTER RESTORATION IS COMPLETE. CONTRACTOR IS RESPONSIBLE FOR
RE— GRADING AS REQUIRED AT NO ADDITIONAL COST TO THE OWNER.
A, i as-
lwmq
eq
o V
m
� w
Q
1.
ALL DETECTABLE WARNING DEVICES USED IN NEW
(I.$- M 2.4'
CONSTRUCTION SHALL BE OF RIGID PRECAST OR EMBEDDED
@
@
PRODUCT APPROVED BY THE CITY ENGINEER. RETRO FIT MATS
WILL ONLY BE ALLOWED ON EXISTING RAMPS WITH PRIOR
APPROVAL OF THE CITY ENGINEER FOR MATERIAL TYPE AND
INSTALLATION (IE. RESURFACING).
(�
`✓
`✓
(� (}
`✓ `✓
2.
DETECTABLE WARNING DOMES SHALL BE ALIGNED ON A
SQUARE GRID IN THE PREDOMINANT DIRECTION OF TRAVEL TO
�
\,;,J
@
��qq �
ti.:.J L 1
3.
PERMIT WHEELS TO ROLL BETWEEN DOMES.
DETECTABLE WARNING AREA SHALL BE COLORED BLACK IN
ALL LOCATIONS EXCEPT ON TRYON STREET MALL, WHERE
FRENCH GRAY IS TO BE USED.
TRUNCATED
DOME
SPACING
4.
MATS ARE TO BE RIGID WITH TURN DOWN EDGES EMBEDDED
IN CONCRETE TO EL#MINATE TRIP HAZARD.
4"
5.
BASED ON MECKLENBURG COUNTY LAND DEVELOPMENT
}
(MCLD) STANDARDS NO 10,358.
PIPE BELL O.D. 5
1' -7" 3 1/2" TYP
SENTH PLICE
LG
4 - #5 EACH FACE ..
#4 U BARS L ..< ,
@ 12" :.#
a
. #
14
1 I
a
IIIE BELL O.D.
'4
�• a
•.a d.
SEWER PIPE <.• .. ': • d
„
NOTE:
1. CONTRACTOR SHALL INSTALL CONCRETE ANCHOR A
MINIMUM OF 2 FEET BEYOND PIPE JOINT IF JOINT
IS WITHIN ONE FOOT OF STREAM CROSSING LIMITS.
CONCRETE ENCASEMENT FOR FRPM AND PVC PIPE
DETAIL E
NTS vARIEs
FINAL
BACK FILL
TRENCH ZONE
I
MII'-OP OF PIPE
VARIES
Ls.#
Z
O PIPE SPRING LINE
i�
MAX -• D A
ELEVATION DURING ALL
EXCAVATION, PIPE
& BACKFILL OPERATIONS
ADJUST GRADE INITIALLY
AND AFTER 90 DAYS 4
DIRECTED .
SEE NOTE 5
a •
A
COMMON FILL PER SPECS /
IN TRENCH ZONE UNO
ou ou C I )u 'ou C
m"s
'TRENCH BOTTOM SHALL BE
- PREPARED AND DEWATERED AS
SPECIFIED IN SECTION 02221
* - 6" IN ROCK
TRENCH WIDTHS (CENTER PIPE IN TRENCH):
NOMINAL PIPE SIZE MINIMUM
8 " -15" O.D. +16"
18 " -30" o. b. X 1:25 +12"
36 " -42" O.D. + 36"
TRENCH SECTION
TOP SOIL PER SPEC OR:!
BITUMINOUS PAVEMENT i
` SECTION ■ CD-5 1
DETAILS
• 9 . l
GENERAL NOTES:
1. SEE SPECIFICATIONS FOR BACKFILL AND COMPACTION OF PIPE ZONE AND TRENCH ZONE.
2, TRENCHING, SUPPORTS, & DEWATERING TO BE DESIGNED BY CONTRACTOR'S NORTH CAROLINA PROFESSIONAL ENGINEER PER
SPECIFICATIONS.
3. CONTRACTOR SHALL FORM A DEPRESSION IN THE STONE BEDDING SLIGHTLY DEEPER AT THE JOINT TO PREVENT BEDDING
MATERIAL FROM ENTERING THE BELL AND INTERFERING WITH THE SPIGOT IN THE BELL.
4. ALL EXISTING SEWERS EXPOSED AND /OR TEMPORARILY SUPPORTED DURING THE COURSE OF THE WORK SHALL HAVE ALL
DISTURBED BEDDING REPLACED WITH STONE BEDDING PER THE REQUIREMENTS OF THIS DETAIL,
5. FINAL GRADE SHALL MATCH EXISTING CONTOURS SHOWN ON THE DRAWINGS. ENGINEER'S SURVEYOR WILL BE VERIFYING THE
ELEVATION OF FINAL GRADE BY TAKING GRADE PROFILES AFTER RESTORATION IS COMPLETE. CONTRACTOR IS RESPONSIBLE FOR
RE— GRADING AS REQUIRED AT NO ADDITIONAL COST TO THE OWNER.
A, i as-
lwmq
eq
o V
m
� w

�I tf tl i! li Ir
- LINE CREEK BOTTOM
WITH FILTER FABRIC.
RIP RAP
1/2 PIPE DIA. OR 12"
WHICHEVER IS GREATER.
RIP RAP
-CLASS IV RCP CULVERT
(SEE NOTE 4)
NOTES:
1. REMOVE THE STRUCTURE WHEN NO LONGER NEEDED. (NOT TO EXCEED 1 YEAR).
2. ENSURE THAT DESIGN FLOW VELOCITY AT THE OUTLET OF THE CROSSING
STRUCTURE IS NON — EROSIVE FOR THE RECEIVING STREAM CHANNEL.
3. ADDITIONAL MEASURES MAY BE REQURIED PER THE ENGINEER BASED ON SPECIFIC
SITE CONDITIONS.
4. FOR STREAM CROSSINGS NO. 1 AND 2, SIX (6) 36" DIAMETER CLASS IV RCP
CULVERTS SHALL BE INSTALLED. FOR STREAM CROSSINGS NO. 3 AND 4, FOUR (4)
36" CLASS IV RCP CULVERTS SHALL BE USED. FOR STREAM CROSSING NO. 5,
FIVE (5) 36" DIAMETER CLASS IV RCP CULVERTS SHALL BE USED. FOR STREAM
CROSSING NO. 6, ONE (1) 60" DIAMETER CLASS IV RCP CULVERT SHALL BE
INSTALLED. FOR STREAM CROSSING NO. 7, THREE (3) 36" DIAMETER CLASS IV
RCP CULVERTS SHALL BE INSTALLED.
NMI
ME
22 H (PSF)
GROUND
SURFACE
BOTT(
EXCA`
2H
150 PSF
(SEE NOTE 1)
, Y #
[Walomm i- i i # # i
EMBEDMENT IN SQIL EMBEDMENT '#
ii 'i
15 PCF
150 PCF F
1 FT 1 f
i
SHOWN 1. THE TRAFFIC/EQUIPMENT LOAD SHOWN IS CONSIDERED TO BE THE MINIMUM DESIGN LOAD. THE SUPPORT OF EXCAVATION
SYSTEMS i i BE REDESIGNED B CONTRACTOR HIS/HER CONSTRUCTION PROCEDURES OR EQUIPMENT
WILL RESULT IN LOADING
LOADS 2. PASSIVE EARTH r OVER # THE DRIVEN SOLDIER PILE WIDTH •-
PRE-DRILLED HOLE DIAMETER, THE SOLDIER SPACING f. SOLDIER AND LAGGING WALL
LOADS SYSTEMS. PASSIVE EARTH BE # TO BE CONTINUOUS FOR STEEL SHEET PILE WALL SYSTEMS.
EARTH 3. iAD BELOW BOTTOM OF • BE APPLIED OVER b, WHERE A IS EQUAL TO THE DRIVEN
SOLDIER PILE WIDTH it PRE-DRILLED HOLE DIAMETER, i' SOLDIER PILE AND LAGGING WALL SYSTEMS. EARTH LOADS
BELOW THE BOTTOM OF ,, i N SHALL BE i TO BE CONTINUOUS O
4. PASSIVE RESISTANCE FROM BEDROCK ACCORDANCE i FIGURE 5.6.2A.
5. DESIGN LOADS ABOVE ASSUME NO GROUNDWATER ABOVE THE BOTTOM OF THE EXCAVATION. IF GROUNDWATER IS PRESENT
ABOVE THE BOTTOM OF EXCAVATION THE EARTH LOADS SHOULD BE REVISED TO ACCOUNT FOR WATER PRESSURES.
mm
NOTES:
1. FOR SERVICE LATERAL TAPS, INSERTA TEE SERVICE CONNECTIONS
SHALL BE USED TO CONNECT 4" AND 6" DIAMETER SEWER SERVICE
LATERALS TO THE NEW RELIEF SEWER PER THE REQUIREMENTS OF
SECTION 02272 — INTERCONNECTIONS OF EXISTING SEWER SYSTEM.
NOTES:
1. INSTALL 12" WATER MAIN WITH 3.5 FT MINIMUM COVER.
2. PIPE BEDDING SHALL BE NO. 57 STONE TO SPRING LINE.
3. ALL WATER MAIN JOINTS SHALL BE RESTRAINED.
18" MiN. - 10"0 & LESS
24" MIN. - 12 "0 & GREATER
i j ti I'
L4!
et, ii
UNDISTURBED •I
Lsit�ia,- .r,{�lt�
PLAN BENDS
i � E
��` ®�,1i1t1i /i1
6
imp iq _
5d
:
T - II _ T,
� w �_ >�

0
14-millwal •
I
TUNNEL DIAMETER VARIES
I(zp-p- rimi
Lli
ry
iv
kirlRfLAR SPACE
-ILLED WITH GROUT
RAVITY SEWER -
1IAMETER VARIES -
GAP MIN
OM TUNNEL LINER
kNGE (TYP)
OUT AS NECESSARY TO
OVIDE WORKING SURFACE
CE OUTSIDE TRACK
ME
VARIES
EXISTING GRADE
PER SPECIFICATIONS PIPE JOINT BY THE MANUFACTURER)
TRENCHLESS CROSSING
SECTION
f 1
NTS �Z)
I UM /At-t-MVVr-L) r-WUIAL
■
1-1 I'T
J- r R IN
---------- -----

14011
,
i;014
MIN S' WIDE BUTYL------
RUSBR&& ON ALL
8110 1 , JOINTS
CONMM COLLAR AL L AROUNI
JOINT - SEE NOTE 6
Em
/— COAT INVERT CHANNEL W
GROUT SEE NOTES 4 & 6
SEE NOTE 7
MGM=
rm
d.
CHAMOT=-lmcxLVXI3UR(; t7Tnx=S
CIIARLOT'M, NORTH, CAROIJXA
REHANUTA170At OF MANHOLE WAILS,
AMD 110P S&CnOH
(PACE 1 OF 2)
m
1. MANHOLE SHOWN IS A TYPICAL SHAPE, HOWEVER, MANHOLE SHAPES WILL VARY.
CONTRACTOR SHALL DETERMINE ACTUAL SHAPE. UNIT PRICES BID SHALL COVER ANY
SHAPE.
Z BID ITEMS ARE INCLUDED FOR COATING EXISTING 4-FOOT, 5-FOOT, AND 6-FOOT
DIAMETER MANHOLES WITH ANY SPECIFIED MATERIAL AND WITH HYDROGEN - SULFIDE
RESISTANT MATERIAL THE ENGINEER WILL SPECIFY THE REQUIRED MATERIAL FOR EACH
MANHOLE.
3. CEMENTITIOUS LINER SHALL NOT BE INSTALLED UNTIL ALL MAIN SEWER, SERVICE
LATERAL WORK WITHIN THE MANHOLE, AND OTHER MANHOI F REHABILITATION WORK IS
COMPLETED.
4. CONTRACTOR SHALL PROPERLY PREPARE SURFACE PRIOR TO LINING IN STRICT
ACCORDANCE WITH THE LINING MANUFACTURER'S RECOMMENDATIONS AND THE
SPECIFICATIONS. ALL MATERIAL REMOVED DURING THE PREPARATORY WORK INCLUDING
PRESSURE CLEANING SHALL BE REMOVED FROM THE MANHOLE AND DISPOSED OF
OFFSITE - NO MATERIAL SHALL BE ALLOWED TO ENTER THE SEWERS. IN ADDITION. NO
CHEMICALS USED FOR CLEANING OR OTHER OPERATIONS SHALL BE ALLOWED TO ENTER
THE SEWER. CEMENTITIOUS LINING SHALL BE MONOLITHICALLY SPRAY APPLIED IN ONE
PASS AND TROWELED SM007H AFTER APPLICATION.
CONTRACTOR SHALL PROVIDE BYPASS PUMPING AS REQUIRED WHILE REHABILITATING
MANHOLES. BYPASS PUMPING MUST BE PERFORMED WHEN COATING THE INVERT
CHANNELS WITH GROUT. NO MATERIAL SHALL BE ALLOWED TO ENTER THE SEWERS,
5.- PROVIDE ADDITIONAL CEMENTITIOUS MATERIAL AS NECESSARY TO PROVIDE A MINIMUM
r PALL FROM THE MANHOLE WALL TO THE INVERT CHANNEL ANY AND ALL
ADDITIONAL CEMENTITIOUS MATERIAL REQUIRED TO PROVIDE THE 2* FALL SHALL BE
INCIDENTAL TO THE WORK AND SHALL BE INCLUDED IN THE UNIT PRICE BID FOR THE
' CEMENTITIOUS COATING. THE CONTRACTOR IS ADVISED THAT MOST OF THE , EXISTING
BENCHES ARE FLAT. PROVIDE CHANNEL IN BENCHING FOR SEWERS ENTERING MANHOLES
ABOVE BENCHING. CHANNEL TO PROVIDE SMOOTH TRANSITION TO MAIN INVERT
CHANNEL
6. COAT INVERT CHANNELS WITH A QUICKSET NON-SHRINK GROUT TO PROVIDE A
CONSTANT SLOPE BETWEEN INLET AND OUTLET SEWERS WHEN SPECIFIED/REQUIRED BY
THE ENGINEER. PROVIDE ADDITIONAL MATERIAL AS NECESSARY TO PROVIDE A UNIFORM
INVERT CHANNEL THROUGH THE MANHOLE. THE WIDTH OF THE UNIFORM CHANNEL
SHALL BE EQUAL TO THE INCOMING AND OUTGOING PIPE DIAMETERS. THE FINISHED
CHANNEL SHALL BE SMOOTH AND FREE OF BURRS THAT WILL CATCH TOILET 'PAPER,
DEBRIS, RAGS, ETC. SEE NOTE &
7. AT WALL/BENCH INTERFACE, INSTALL ADDITIONAL CEMENTITIOUS MATERIAL TO PROVIDE
A SMOOTH TRANSITION FROM THE WALL TO THE BENCH AS SHOWN. MATERIAL SHALL
BE MONOLITHICALLY APPLIED WITH THE WALL AND BENCH MATERIAL.
8- THE ENGINEER WILL SPECIFY MANHOLE BENCHES AND INVERT CHANNELS THAT ARE
REQUIRED TO BE RE-BUILT. THE ENGINEER WILL DETERMINE SUCH WORK BASED ON
MANHOLE INSPECTIONS. RE-BUILDING MAY BE REQUIRED IF THERE IS NO BENCHING,
AND NO DEFINED INVERT CHANNEL OR IF THE EXISTING INVERT CHANNEL IS MORE THAN
6 INCHES "DER THAN THE INCOMING AND OUTGOING PIPE DIAMETERS. EXISTING INVERT
CHANNELS THAT ARE LESS THAN 6 INCHES WIDER THAN THE INCOMING/OUTGOING PIPE
DIAMETERS SHALL 13E NARROWED TO PROVIDE A UNIFORM CHANNEL PER NOTE 6 AS
PART OF THE MANHOLE REHABILITATION WORK AND AT NO ADDITIONAL COST. BENCHES
AND INVERTS SHALL BE IN ACCORDANCE NTH CMUD STANDARDSPECIFICAITIONS AND
DETAILS, SEE NOTE S.
9. ALL REHABILITATED MANHOLES SHALL BE VACUUM 'TESTED IN ACCORDANCE 'NTH ASTM
C-1244 EXCEPT THAT THE MINIMUM TEST TIME SHALL BE 1 MINUTE, VACUUM TESTING
SHALL BE PERFORMED AFTER ALL MANHOLE REHABILITATION WORK IS COMPLETE.
'TESTING SHALL INCLUDE VACUUM TESTING THE FRAME-CHIMNEY INTERFACE.
CONTRACTOR TO PERFORM ALL MANHOLE REHABILITATION WORK NECESSARY IN ORDER
TO PASS THE VACUUM TEST. THE CONTRACTOR SHALL REPAIR ALL LEAKS AND SHALL
RE-TEST MANHOLES THAT FAIL THE VACUUM TEST REGARDLESS OF THE REASON FOR
THE FAILURE (INCLUDING LEAKS AT THE FRAME-CHIMNEY SEAL) At NO ADDITIONAL
COST TO THE OWNER.
10. THE ENGINEER WILL SPECIFY MANHOLES TO RECEIVE
AN EXTERIOR COATING OF MORTAR. THE MORTAR
SHALL BE SPECIALLY DESIGNED FOR INSTALLATION ON
VERTICAL, EXPOSED SURFACES AS RECOMMENDED BY
THE MORTAR MANUFACTURER, THE MORTAR SHALL BE
USED TO REPAIR BROKEN OR CRACKED MORTAR AND
TO PATCH HOLES IN EXPOSED WALLS. ALL OLD,
CRACKED MORTAR SHALL BE COMPLETELY REMOVED
CHARLOTTE-MECIV
AND THE SUBSTRATE SURFACE SHALL BE CLEAN AND
CHARW7TE, N1
DRY PRIOR TO INSTALLING NEW, 1-INCH THICK
MORTAR. MORTAR TO BE HB2 REPAIR MORTAR BY
THOROC, SIKATOP 123 BY SIKA CORPORATION OR
`IREHABILITArION OF
APPROVED EQUAL
(PAGE
1, 'WORK SPECIFIED IN THIS DETAIL SHALL BE PAID UNDER BID ITEM C ALL WORK, AND MATERIALS
TO BE IN ACCORDANCE. WITH QMLVS STANDARD SPECIFICATIONS AND DETAILS.
1 THIS DETAIL DEPICTS AN EXISTING BRICK MANHOLE WITH A TYPICAL CHIMNEY SECTION.
SOME MANHOLES MAY BE PRECAST CONCRETE WITH CONE SECTIONS,
3, CONTRACTOR TO MEASURE THE INSIDE DIAMETER OF EXISTING MANHOLE TO SELECT
APPROPRIATE DIAMETER OF NEW RISERS,
4. CONTRACTOR TO REMOVE EXISTING WALLS TO SOLID SIRU07URE (TO AT LEAST BELOW THE
CONE OR CHIMNEY SECTION) OR TD THE SPECIFIED LOCATION. THE LIMITS OF REMOVAL
SHALL BE APPROVED BY THE ENGINEER IN THE FIELD, CONTRACTOR TO ALSO REMOVE EXISTING
FRAMES AND COVERS, VENT PIPES AND ALL APPURTENANCES, STEPS, ETC. CONTRACTOR TO
DISPOSE W ALL MATERIALS OFF-SITE.
NO DEBRIS SHALL BE DROPPED INTO THE SEWER. IF DEBRIS ENTERS THE SEWER, THE CONTRACTOR
WILL BE REQUIRED TO CLEAN THE SEWER AT NO ADDITIONAL COST TO THE OWNER.
5, CONTRACTOR TO INSTALL NEW RISER SECTIONS AS NECESSARY TO EXTEND THE MANHOLE TO THE
SPECIFIED /APPROVED ELEVATION. ENGINEER SHALL APPROVE FINAL ELEVATIONS IN THE FIELD.
BOTTOM RISER TO HE PROVIDED WITH A FLAT JOINT UNLESS OTHERWISE APPROVED.
6. CONTRACTOR TO SEAL NEW RISER SECTON/EXISlING WALL JOINT TO PROVIDE A LEAK-TIGHT JOINT.
THE: CONTRACTOR SHALL PERFORM ALL WORK NECESSARY TO PROVIDE A LEAK-TIGHT SEAL
WHERE POSSIBLE, BUTYL RUBBER SEALANT SHALL BE PROVIDED UNDER THE NEW RISER SECTION,
IN ALL CASES, A CONCRETE COLLAR SHALL BE POURED AROUND THE JOINT. COLLAR L TO BE MINIMUM
5 INCHES WOE AND 12L INCHES HIGH CENTERED ON JOINT ALL AROUND.
ON THE INSIDE OF THE JOINT, CONTRACTOR TO SEAL JOINT WITH NON-SHRINK GROUT_ GROUT To
COMPLETELY FILL JOINT AND SHALL 'EXTEND AT LEAST 6 INCHES EACH SIDE OF JOINT ALL AROUND.
GROUT ML FEE TAPERED TO THE EXISTING WALL SECTION BELOW THE JOINT GROUT TO BE RESISTANT TO
HYDROGEN- SULFIDE.
7. NEW FLAT-TOP SECTIONS TO BE INSTALLED ON TOP OF NEW RISER SECTIONS UNLESS SPECIFIED
OTHERWISE FRAMES TO BE CAST INTO FLAT-TOP - SEE NOTE S. IN SOME INSTANCES, THE ENGINEER
MAY L SPECfFly THAT A STANDARD GONE SECTION RE INSTALLED INSTEAD OF A FLAT-TOP.
8, FOR FLAT-TOPS. ALL FRAMES SHALL HE CAST INTO THE fLA7­MP SECTION UNLESS OTHERWISE
SPECIfIED, FOR L CONE SECTIONS, FRAMES SHALL BE BOLTED TO THE CONE, ALL COVERS SHALL
BE CAM-LOCK WATERTIGHT COVERS UNLESS OTHERWISE SPECIFIED /APPROVED.
24-INCH-DIAMETER FRAMES /COVERS SHALL BE PROVIDED ON MANHOLES FOR SEWERS 24?' AND SMALLER.
30-11`104-DIAMETER FRAMES/COVERS SHALL BE PROVIDED ON MANHOLES FOR SEWERS LARGER THAN ze.
THE le AND 30- CAM-LOCK FRAMES/COVERS SHALL BE AS MANUFACTURED BY EAST JORDAN IRON WORKS
US FOUNDRY. OR APPROVED EQUAL
9, WERE SPECIFIED, FLAT TOP SECTIONS SHALL BE FURNISHED WITH THE VENT PIPE CAST INTO THE TOP SECTION,
SEE CMU STANDARD SPECIFICATIONS AND DETAILS,
IF A VENT PIPE IS SPECIFIED, FURNISH VENT PIPE TO THE SPECIFIED HEIGHT (HEIGHT TO VENT OPENING) PER CMU
STANDARD SPECIFICATIONS AM DETAILS,
• :11 SF2
W
Ill I! , 3*
L11.3 zi i
P5mil 7-JL�Mau I
kn- =lnj
11
POINT REPAIR SEGMENT
SEE NOTES 1, 3, 4 AND 5
r MIN 2*MIN
m
m
CAI?(
a
OF
R
NOT F(DT? (7'e(__),,N Q__'rTlRTJ0f_l To I

FRAME AND 'COVER -
SOUD OR 'WOMIGHT AS DIRECTED
SEE Wit a :
ll�
L
W!:i*�TIIPM
R
3t
T 11
N29-S.
1. ALL WORK AND MATERIALS 70 BE IN ACCORDANCE WITH CMU!s STANDARD SPECIFICATIONS AND DETAILS,
2. THIS DETAIL DEPICTS AN EXISTING BRICK MANHOLE WITH A TYPICAL CHIMNEY SEC;'nON.
SOME MANHOLES MAY BE PRECAST CONCRETE NTH CONE SECTIONS.
3. CONTRACTOR TO MEASURE THE INSIDE DIAMETER OF EXISTING MANHOLE TO SELECT
APPROPRIATE DIAMETER OF NEW RISERS.
4. CONTRACTOR TO REMOVE EXISTING WALLS TO SOLID STRUCTURE (TO AT LEAST BELOW THE
CONE OR CHIMNEY SECTION) OR TO THE SPECIFIED LOCATION. THE LIMITS OF REMOVAL
SHALL BE APPROVED BY THE ENGINEER IN THE FIELD. CONTRACTOR TO ALSO REMOVE EXISTING
FRAMES AND COVERS, VENT PIPES AND ALL APPURTENANCES, STEPS, ETC. CONTRACTOR TO
DISPOSE OF ALL MATERIALS OFF—SITE.
NO DEBRIS SHALL BE DROPPED INTO THE SEWER. IF DEBRIS ENTERS THE SEWER, THE CONTRACTOR
WILL BE REQUIRED TO CLEAN THE SEWER AT NO ADDITIONAL COST TO THE OWNER,
5. CONTRACTOR TO INSTAL! NEW RISER AND CONE SECTIONS AS NECESSARY TO EXTEND THE MANHOLE TO THE
SPECIFIED/APPROVED ELEVATION. IFIE FINAL ELEVATION MAY BE HIGHER THAN, LOWER THAN OR EQUAL TO
THE EXISTING ELEVATION. THIS DETAIL ILLUSTRATES A HIGHER ELEVATION. THE CONTRACTOR SHALL
DETERMINE THE REQUIRED RISER AND CONE HEIGHTS TO MEET THE SPECIFIED ELEVATION, ENGINEER SHALL
APPROVE FINAL ELEVATIONS IN THE FIELD. BOTTOM RISER TO BE PROVIDED WITH A FLAT JOINT UNLESS
OTHIE
mRWISE APPROVED.
6. CONTRACTOR TO SEAL NEW RISER SECTION/EXISTING WALL. JOINT TO PROVIDE A LEAK" -TIGHT JOINT.
THE CONTRACTOR SHALL PERFORM ALL WORK NECESSARY TO PROVIDE A LEAK—TIGHT SEAL
WHERE: POSSIBLE, BUTYL RUBBER SEALANT SHALL BE PROVIDED UNDER THE NEW RISER SECTION.
IN ALL CASES, A CONCRETE COLLAR SHALL BE POURED AROUND THE JOINT. COLLAR TO 'BE MINIMUM
5 INCHES WIDE AND 12 INCHES HIGH CENTERED ON JOINT ALL AROUND.
ON THE INSIDE OF THE JOINT. CONTRACTOR TO SEAL JOINT WITH NON—SHRINK GROUT. GROUT TO
COMPLETELY FILL JOINT AND SHALL EXTEND AT LEAST 6 INCHES EACH SIDE OF 'JOINT ALL AROUND.
GROUT TO BE TAPERED TO THE EXISTING WALL SECTION BELOW THE JOINT, GROUT TO BE RESISTANT To
HYDROGEN—SULFIDE,
7. NEW CONE SECTIONS TO BE INSTALLED ON TOP OF NEW RISER SECTIONS UNLESS SPECIFIED
OTHERWISE. FRAMES 70 BE BOLTED ONTO CONE SECTIONS PER CMU's STANDARD DETAILS AND DETAIL G.
REFER TO DETAIL G FOR ALL WORK IN PAVED AREAS, SEE NOTE 8.
8, COVERS SHALL BE CAM—LOCK WATERTIGHT COVERS OR SOLID COVERS AS DIRECTEDSY THE ENGINEER.
CAM—LOCK WATERTIGHT FRAMES/COVERS SHALL BE AS MANUFACTURED BY EAST JORDAN IRON WORKS, US
FOUNDRY, OR APPROVED EQUAL.
11
R0091LITA410M Or MAMMOLt WALLS
AND YOP MCrJON (WIM CONE S=RW)
(PACE 2 OF 2).
1. CLEANOUT COVER TO BE FLUSH WITH THE FINAL GRADE. FtESTORE SURFACE TO MATCH
COSTING CONDITIONS IN ACCORDANCE W1171H CMUD STANDARD SPECIFICATIONS AND DETAILS.
* LOCATION OF CLEANOUT SHALL BE AS DIRECTED BY ENGINEM
* NEW SERVICE LATERAL PIPE, CLEANOUT PIPING AND FITTINGS SHALL BE DUCTILE IRON PIPE (DIP)
OR PVC, NEW SERVICE LATERALS SHALL BE INSTALLED 1*0 MATCH THE E)OSIINO
SLOPES AND CONFIGURATIONS 'UNLESS N07M OTHERiMSE. REFER TO DETAIL F.
4. CLEANOUT CAP SHALL BE PLASTIC GRIPPER PLUG. END OF PIPE MODEL, BY CHERNE INDUSTRIES
OR APPROVED EQUAL
FOR MEASUREMENT AND PAYMENT, CLEANOUT 70 BEOIN AT WYE FITnNG,
IJ, I
; • z
NEW SEWER PIPE
#67 S70NE
kl AROUND
1. CONTRACTOR SHALL REFER TO THIS DETAIL WHEN CONNECTING NEW SEWER PIPES TO
M"NG OR NEW MANHOLES. THE NEW PIPES MAY BE INSTALLED FOR A POINT
REPAIR, PIPE REPLAMAENT. PIPE BURSTIM OR SERVICE LATERAL REPLACEMENT.
#67 STONE
SEE N07E 5
T Q ITIT-1 U
PERMIT NUT FU,t�,
Ml am BUTYL
ON
JOINTS
CONCRETE COLLAR ALL AROUND
JOINT - SEE NOTE 6
err
;gallow
log
T 11
N29-S.
1. ALL WORK AND MATERIALS 70 BE IN ACCORDANCE WITH CMU!s STANDARD SPECIFICATIONS AND DETAILS,
2. THIS DETAIL DEPICTS AN EXISTING BRICK MANHOLE WITH A TYPICAL CHIMNEY SEC;'nON.
SOME MANHOLES MAY BE PRECAST CONCRETE NTH CONE SECTIONS.
3. CONTRACTOR TO MEASURE THE INSIDE DIAMETER OF EXISTING MANHOLE TO SELECT
APPROPRIATE DIAMETER OF NEW RISERS.
4. CONTRACTOR TO REMOVE EXISTING WALLS TO SOLID STRUCTURE (TO AT LEAST BELOW THE
CONE OR CHIMNEY SECTION) OR TO THE SPECIFIED LOCATION. THE LIMITS OF REMOVAL
SHALL BE APPROVED BY THE ENGINEER IN THE FIELD. CONTRACTOR TO ALSO REMOVE EXISTING
FRAMES AND COVERS, VENT PIPES AND ALL APPURTENANCES, STEPS, ETC. CONTRACTOR TO
DISPOSE OF ALL MATERIALS OFF—SITE.
NO DEBRIS SHALL BE DROPPED INTO THE SEWER. IF DEBRIS ENTERS THE SEWER, THE CONTRACTOR
WILL BE REQUIRED TO CLEAN THE SEWER AT NO ADDITIONAL COST TO THE OWNER,
5. CONTRACTOR TO INSTAL! NEW RISER AND CONE SECTIONS AS NECESSARY TO EXTEND THE MANHOLE TO THE
SPECIFIED/APPROVED ELEVATION. IFIE FINAL ELEVATION MAY BE HIGHER THAN, LOWER THAN OR EQUAL TO
THE EXISTING ELEVATION. THIS DETAIL ILLUSTRATES A HIGHER ELEVATION. THE CONTRACTOR SHALL
DETERMINE THE REQUIRED RISER AND CONE HEIGHTS TO MEET THE SPECIFIED ELEVATION, ENGINEER SHALL
APPROVE FINAL ELEVATIONS IN THE FIELD. BOTTOM RISER TO BE PROVIDED WITH A FLAT JOINT UNLESS
OTHIE
mRWISE APPROVED.
6. CONTRACTOR TO SEAL NEW RISER SECTION/EXISTING WALL. JOINT TO PROVIDE A LEAK" -TIGHT JOINT.
THE CONTRACTOR SHALL PERFORM ALL WORK NECESSARY TO PROVIDE A LEAK—TIGHT SEAL
WHERE: POSSIBLE, BUTYL RUBBER SEALANT SHALL BE PROVIDED UNDER THE NEW RISER SECTION.
IN ALL CASES, A CONCRETE COLLAR SHALL BE POURED AROUND THE JOINT. COLLAR TO 'BE MINIMUM
5 INCHES WIDE AND 12 INCHES HIGH CENTERED ON JOINT ALL AROUND.
ON THE INSIDE OF THE JOINT. CONTRACTOR TO SEAL JOINT WITH NON—SHRINK GROUT. GROUT TO
COMPLETELY FILL JOINT AND SHALL EXTEND AT LEAST 6 INCHES EACH SIDE OF 'JOINT ALL AROUND.
GROUT TO BE TAPERED TO THE EXISTING WALL SECTION BELOW THE JOINT, GROUT TO BE RESISTANT To
HYDROGEN—SULFIDE,
7. NEW CONE SECTIONS TO BE INSTALLED ON TOP OF NEW RISER SECTIONS UNLESS SPECIFIED
OTHERWISE. FRAMES 70 BE BOLTED ONTO CONE SECTIONS PER CMU's STANDARD DETAILS AND DETAIL G.
REFER TO DETAIL G FOR ALL WORK IN PAVED AREAS, SEE NOTE 8.
8, COVERS SHALL BE CAM—LOCK WATERTIGHT COVERS OR SOLID COVERS AS DIRECTEDSY THE ENGINEER.
CAM—LOCK WATERTIGHT FRAMES/COVERS SHALL BE AS MANUFACTURED BY EAST JORDAN IRON WORKS, US
FOUNDRY, OR APPROVED EQUAL.
11
R0091LITA410M Or MAMMOLt WALLS
AND YOP MCrJON (WIM CONE S=RW)
(PACE 2 OF 2).
1. CLEANOUT COVER TO BE FLUSH WITH THE FINAL GRADE. FtESTORE SURFACE TO MATCH
COSTING CONDITIONS IN ACCORDANCE W1171H CMUD STANDARD SPECIFICATIONS AND DETAILS.
* LOCATION OF CLEANOUT SHALL BE AS DIRECTED BY ENGINEM
* NEW SERVICE LATERAL PIPE, CLEANOUT PIPING AND FITTINGS SHALL BE DUCTILE IRON PIPE (DIP)
OR PVC, NEW SERVICE LATERALS SHALL BE INSTALLED 1*0 MATCH THE E)OSIINO
SLOPES AND CONFIGURATIONS 'UNLESS N07M OTHERiMSE. REFER TO DETAIL F.
4. CLEANOUT CAP SHALL BE PLASTIC GRIPPER PLUG. END OF PIPE MODEL, BY CHERNE INDUSTRIES
OR APPROVED EQUAL
FOR MEASUREMENT AND PAYMENT, CLEANOUT 70 BEOIN AT WYE FITnNG,
IJ, I
; • z
NEW SEWER PIPE
#67 S70NE
kl AROUND
1. CONTRACTOR SHALL REFER TO THIS DETAIL WHEN CONNECTING NEW SEWER PIPES TO
M"NG OR NEW MANHOLES. THE NEW PIPES MAY BE INSTALLED FOR A POINT
REPAIR, PIPE REPLAMAENT. PIPE BURSTIM OR SERVICE LATERAL REPLACEMENT.
#67 STONE
SEE N07E 5
T Q ITIT-1 U
PERMIT NUT FU,t�,

LANDSCAPED AREAS PAVED AREAS
MHOLE FRAME AND COVER
SEAE N NMES 1,5 AND 5
MA)L SAWCUT - i
ME=
as
man "I n�� � Ault
10011'r-UP, 1.1 SAND /CEMENT MORTAR.
NoW MIN 1/2* MdK ALL M"D
am w ■ ill SEE NOIE 3
_
MASONRY WOW OR
CONCRETE ADJUONO RINGS
SM 900 2 AW 3
EIOLIS ALL AROUND —
FRAME 7► SOUD DRICK,
OR CONdIREt
IS OUT
2. CONTRACTOR TO REMOVE AT LEAST fi* OF EXISTING BRICK AND/OR MATERIAL PRIOR TO INSTALLING NEW MASONRY
OR CONCRETE ADJUSTING RINGS, TO PROVIDE A NEW SOLID SURFACE FOR SEATING THE FRAME AND TO PROVIDE
A LEAK-11GHT SEAL.
3. REMOVE ALL LOOSE BRICKS AND MORTAR AND PROVIDE A SMOOTH LEVEL SURFACE PRIOR TO INSTALLING
MASONRY OR CONCRETE ADJUSTING RINGS. BRUSH SURFACE WITH STIFF WIRE BRUSH PRIOR TO PLACING MORTAR.
4. IN PAVED AREAS, PAVEMENT SHALL BE SAW—CUT NEATLY IN A SQUARE AROUND EXISTING MANHOLES.
S. MANHOLE COVER TO BE FLUS14 WITH EXISTING GRADE UNLESS NOTED OTHERWISE.
(WRED-IN-PLACE PIPE UNING (QPP)
SEE NOTE I
E)QSTINQ SEWER MAIN
Ellif-1111V �i
INSTALL NEW SERMCE LATERAL TO LIMITS SPECIFIED
ffi •e
•
ON wl:mm,
pm,
is,
lilt,
F) U
PFIF T,-1 F171 rN
m

wo
Nr
.11 1 A
1" = 100'
100 0 200
LEGEND
EXISTING SANITARY SEWER MANHOLE TO BE INVESTIGATED FOR REHABILITATION
EXISTING SEWER TO BE INVESTIGATED FOR REHABILITATION
PFRMI'P,, SE-jT NOT FOR CONPTRUCT

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WATER 301 South McDowell Street, Suite 512
EWRONM Charlotte, North Carolina 28204
TRANSPORTATION
- ENOW I North Carolina State License Number F -1255
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U. THE CONTRACTOR SHALL FOLLOW THE PHASING AS DESCRIBED HEREIN. THE CONTRACTOR
SHALL COMPLETE THE REQUIREMENTS OF EACH CONSTRUCTION PHASE IN SEQUENCE. WHEN
CONSTRUCTION PHASE IS DIVIDED ! STEPS, SHALL COMP
REQUIREMENTS O EACH STEP IN SEQUENCE. }■ REQUIREMENTS PHASE
SHALL BE COMPLETED BEFORE PROCEEDING TO PHASE 11; THE REQUIREMENTS OF STEP 1
OF PHASE SHALL BE # r r BEFORE rr# r TO STEP OF PHASE ALL
WORK DESCRIBED IN THE PROJECT PHASING SHALL BE PERFORMED BY THE CONTRACTOR,
EX'IEPT WHERE IT IS SPECIFIED - CERTAIN WORK TO BE " PERFORMED BY OTHERS.
V. THE CONTRACTOR SHALL NOT BE ALLOWED TO STOP TRAFFIC FOR MORE THAN 5 MINUTES
AT A TIME IN ANY ONE DIRECTION.
W. CONTRACTOR SHALL NOT BE ALLOWED TO WORK ON BOTH SIDES OF THE ROAD
SIMULTANEOUSLY WITHIN THE SAME AREA EXCEPT WHERE THE ROADWAY DIVIDED
RAISED MEDIAN. IT WILL BE ACCEPTABLE TO CONSTRUCT BORE PITS ON EACH SIDE OF A
ROADWAY FOR BORING UNDER ROADWAY ' r r BY ENGINEER
TO COMPLY PEDESTRIAN rIA REQUIREMENTS OR LATERAL CLEARANCE w#:.. TRAVEL
LAkIES.
X. THE CONTRACTOR SHALL PAY SPECIAL ATTENTION TO THE SECTION "PEDESTRIAN
CONSIDERATIONS" OF THE W.A.T.C.H.
Y. CDOT HAS DETERMINED THAT NO PAVEMENT DEGRADATION FEE IS TO BE ASSESSED.
Z. THE CONTRACTOR SHALL USE THE APPROPRIATE NUMBER OF BARRICADES TO COMPLETELY
BLOCK THE STREET.
AA. THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL FINAL PAVEMENT MARKINGS. CDOT
SHALL PROVIDE AND INSTALL ALL FINAL SIGNAGE. (ENGINEER AND PROJECT MANAGER TO
VERIFY WITH CDOT PROJECT MANAGER ON EVERY PROJECT)
AB. CONTRACTOR SHALL ONLY WORK ON ONE CORNER OF AN INTERSECTION AT A TIME.
AC. DURING THE HOURS OF 7:00 AM — 9 :00 AM AND 4:00 PM — 6:30 PM ON MONDAY
THROUGH FRIDAY, CONSTRUCTION OR MAINTENANCE WORK THAT INVOLVES CLOSURE OF A
TRAVEL LANE WILL NOT BE ALLOWED ON THOROUGHFARE STREETS EXCEPT FOR
EMERGENCY SITUATIONS OR WITH APPROVAL FROM CDOT.
AD. THE CONTRACTOR SHALL LIMIT CONSTRUCTION TO ONE STREET AT A TIME, UNLESS
OTHERWISE INSTRUCTED BY THE. ENGINEER. THE CONTRACTOR SHALL LIMIT CONSTRUCTION
TO ONE BLOCK EACH DAY IN ORDER TO DECREASE THE AMOUNT OF BACKFILL.
AE. THE SHAMROCK DRIVE CROSSING SHALL BE COMPLETED, RESTORED, AND THE ROAD
RE— OPENED WITHIN 10 CALENDAR DAYS. FOR EACH DAY THAT EXPIRES AFTER THE
ALLOWABLE 10 CALENDAR DAYS, THE CONTRACTOR WILL PAY CDOT AN AMOUNT OF
$1,500 PER DAY UNTIL THE WORK IS COMPLETED.
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ENENY North Carolina State License Number F-1255
FACILMES
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PERIIJ][T SFT NOT -P OR
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A 301 South McDowell Street, Suite 512
fA I I
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ENENY North Carolina State License Number F-1255
FACILMES
Tel: [phone] Fax: [phone]
CHARLOTTE CHARLOTTE WATER
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W ijT L_. r% ENGINEERING DIVISION
CHARLOTTE, NORTH CAROLINA
1140-12-503
BRIAR CREEK RELIEF SEWER
Job No. File No.
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PLAN
PROFILE
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RA FFIC CONTROL PLAN
AND DETAILS
As Built Date
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NOTES:
1. ALL CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT
THE CONSTRUCTION AREA WITH A RIGHT TURN ONLY.
LEFT TURNS ONTO HILLIARD DRIVE OR ONTO EASTWAY
DRIVE ARE PROHIBITED.
2. POSTED SPEED LIMIT = 45 M.P.H
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NOTES:
1. CONSTRUCTION ACTIVITIES SHALL BE LIMITED TO THE
HOURS BETWEEN 9:00 AM AND 4:00 PM.
2. ALL CONSTRUCTION RELATED EQUIPMENT, SPOILS, AND
ACTIVITIES MUST BE KEPT WITHIN THE LIMITS OF THE
CONSTRUCTION CONES. FLAGGERS SHALL BE PLACED IN
THE LOCATIONS SHOWN TO CONTROL ONE -WAY TRAFFIC
DURING THE WORKDAY.
3. AT THE END OF EACH WORKDAY, THE CONSTRUCTION
CONES SHALL BE MOVED FROM THE CENTER OF THE
ROAD TO THE EDGE OF PAVEMENT TO ALLOW FOR
UNRESTRICTED TWO -WAY TRAFFIC DURING NON- WORKING
HOURS.
4. STEEL PLATES SHALL BE PLACED OVER ANY
EXCAVATION THAT IS NOT BACKFILLED AT THE END OF
THE WORKDAY. NO EXCAVATED AREAS SHALL BE LEFT
UNCOVERED.
5. ONCE CONSTRUCTION ACTIVITIES REACH STATION 44 +65,
A 10 -FOOT WIDE TEMPORARY GRAVEL ROAD SHALL BE
INSTALLED MAINTAIN ACCESS FOR RESIDENTS ON THE
WEST SIDE OF THE CREEK AT ALL TIMES.
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KILDARE DRIVE AND DOLPHIN LANE TRAFFIC CONTROL PLAN
CDM
PLAN 5 mw R, h
i
NOTES: i 100, wATm,301 South McDowell Street, Suite 512
ENVIRONMENT Charlotte, North Carolina 28204
TRMSPORTAMON
ENERGY North Carolina State License Number F-1255
1. CONSTRUCTION TRAFFIC ON KILDARE DRIVE BETWEEN 50 0 100 FACIUMS Tel: [phone] Fax: [phone]
THE PLAZA AND DOLPHIN LANE IS PROHIBITED.
CONSTRUCTION TRAFFIC IN AND OUT OF THE SITE MUST
FOLLOW DOLPHIN LANE. I f�U A Of f%TTC /-A T T A T-N T .1-N M rT-1 T-71 'T A T A rT'1 7-1 -T-,%
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60'
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DRIVE AND
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TRAFFIC CONTROL PLAN
PLAN
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KILDARE DRIVE AND DOLPHIN LANE TRAFFIC CONTROL PLAN
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PLAN 5 mw R, h
i
NOTES: i 100, wATm,301 South McDowell Street, Suite 512
ENVIRONMENT Charlotte, North Carolina 28204
TRMSPORTAMON
ENERGY North Carolina State License Number F-1255
1. CONSTRUCTION TRAFFIC ON KILDARE DRIVE BETWEEN 50 0 100 FACIUMS Tel: [phone] Fax: [phone]
THE PLAZA AND DOLPHIN LANE IS PROHIBITED.
CONSTRUCTION TRAFFIC IN AND OUT OF THE SITE MUST
FOLLOW DOLPHIN LANE. I f�U A Of f%TTC /-A T T A T-N T .1-N M rT-1 T-71 'T A T A rT'1 7-1 -T-,%
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KILDARE DRIVE AND DOLPHIN LANE TRAFFIC CONTROL PLAN
CDM
PLAN 5 mw R, h
i
NOTES: i 100, wATm,301 South McDowell Street, Suite 512
ENVIRONMENT Charlotte, North Carolina 28204
TRMSPORTAMON
ENERGY North Carolina State License Number F-1255
1. CONSTRUCTION TRAFFIC ON KILDARE DRIVE BETWEEN 50 0 100 FACIUMS Tel: [phone] Fax: [phone]
THE PLAZA AND DOLPHIN LANE IS PROHIBITED.
CONSTRUCTION TRAFFIC IN AND OUT OF THE SITE MUST
FOLLOW DOLPHIN LANE. I f�U A Of f%TTC /-A T T A T-N T .1-N M rT-1 T-71 'T A T A rT'1 7-1 -T-,%
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NOTES:
1. ONCE CONSTRUCTION REACHES THE HALFWAY POINT IN
BOTH SHANNONHOUSE DRIVE AND RUTH DRIVE, THE
TRAFFIC CONTROL MEASURES SHALL BE FLIPPED TO
PROTECT THE WORK AREA ON THE OTHER SIDE AND TO
NAVIGATE TRAFFIC SAFELY AROUND.
2. ALL CONSTRUCTION TRAFFIC AT THE PLAZA UNITED
METHODIST CHURCH SHALL ENTER AND EXIT THE
CONSTRUCTION AREA WITH A RIGHT TURN ONLY. LEFT
TURNS INTO OR OUT OF THE CONSTRUCTION AREA ARE
PROHIBITED.
3. POSTED SPEED LIMIT = 35 M.P.H
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CO VECREEK DRIVE PHA SE 3
,II i i �� _ °— '` i° �/ nA10T0"/%T//1A/ OF 1051 CCIAICO DCTIAICCA1 CTA 11-7,4 00 AND CTA I-),C f75� s� r� l! °°°�
TEMPORARY
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PLAN CONSTRUCTION
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NOT BACKFILLED AT THE END OF THE WORK DAY. NO EXCAVATED
AREAS SHALL BE LEFT UNCOVERED. CONTRACTOR TO COORDINATE
ACCESS TO INDIVIDUAL PROPERTIES AT ALL TIMES.
3. VARIABLE MESSAGE BOARDS SAYING "UTILITY WORK" AND "ROAD 0
CLOSED AHEAD" SHALL BE PLACED ON THE PLAZA AND
BARRINGTON DRIVE.
sp 4. TEMPORARY SIDEWALK AND ROAD SHALL BE CONSTRUCTED OF ABC
COMPACTED STONE. TEMPORARY SIDEWALK SHALL BE 4" THICK AND
TEMPORARY ROAD SHALL BE 8" THICK.
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NOTES:
1. ONCE CONSTRUCTION REACHES THE HALFWAY POINT IN
BARRINGTON DRIVE, THE TRAFFIC CONTROL MEASURES
SHALL BE FLIPPED TO PROTECT THE WORK AREA ON
THE OTHER SIDE AND TO NAVIGATE TRAFFIC SAFETY
AROUND.
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BURLESON DRIVE TRAFFIC CONTROL PLAN
PLAN
1 40' W MAM; 301 South McDowell Street, Suite 512
EWRON Charlotte, North Carolina 28204
TRANSPORTATION
E North Carolina State License Number F-1255
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