20121146 Ver 1_Site Plan_20130104

Strickland Bev
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To: Strickland, Bev
Subject: Parkwood DWQ# 12-1146
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Bovody,
Here are the plans that was submitted with the |P.
Thanks
MR
M1
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CoverSheet .......................................... ............................... 1
GeneralNotes ....................................... ............................... 2
StormDrainage Schedule ................... ............................... 3 - 3A
ChannelPlan & Profile ....................... ............................... 4 - 8
RoadwayPlan & Profile ..................... ............................... 9-22
Typical Sections & Details .................. ............................... DI-D6
TrafficControl Plans .......................... ............................... N/A
PlantingPlans ..................................... ............................... P1- P3
ErosionControl .................................. ............................... N/A
Channel Cross Sections ...................... ............................... XS1- XS10
UtilityPlans ......................................... ............................... N/A
TOTAL SHEETS 40
RStff
IMPROVING YOUR WORLD
© 2012 REYNOLDS, SMITH AND HILLS INC.
RS &H Architects-Engineers-Planners, Inc.
8008 Corporate Center Drive, Suite 410
Charlotte, NC 28226-4489
Phone, 704 - 752 -0810
NC License No. F -0493 www.rsandh.com
•
010
CHARLOTTE
ENGINEERING &PROPERTY
MANAGEMENT
Construction Plans of Proposed
PARKWOOD PHASE 1 STORM DRAINAGE IMPROVEMENTS PROJECT
Project No. 671 -10 -016
Project Features:
Storm Drainage, Channel Improvements, Sanitary
Sewer Relocations, Water Line Relocations,
Pavement, Curb and Gutter, Sidewalk,
Traffic Control and Erosion Control
LOCATION MAP
NTS
The project shall be constructed in accordance with North Carolina Department of Transportation
Standard Specifications for Roads and Structures dated January 2012, Work Area Traffic Control
Handbook dated 2006, and as amended by the contract provisions and these plans.
2012 STANDARD SPECIFICATIONS
Plan View .................
Horz. Profile ............
Vert. Profile .............
Cross Section ...........
en
L
Note: Permanent Utility Easements for
poles and down guys are not included at
this time. Any PUE will be coordinated
subsequent to this submittal.
70% PLAN SUBMITTAL
PRELIMINARY
Do Not Use For Construction
SENSITIVE MATERIAL
Do Not Duplicate
Contract Administration
Storm Water
Landscape Management
CDOT - Design
CDOT - Implementation
CMU
Storm Water Project Manager
Proposed Right of Way PROP. Row
Existing Property Line .... ............................... — —
Existing Right of Way ..... ............................... R/W —
—
Existing C/A Line C/A LINE
ExistingStructures .......... ...............................
Railroad Tracks
Proposed Edge of Pavement ..........................
ExistingFence ................... ............................... X
ProposedFence ................ ............................... x
SlopeStake Line .............. ............................... C
F
Temporary Construction Easement ............. e
e
Proposed Sidewalk/Utility Easement ........... SUE
SUE
Existing Storm Drainage Easement ............. SDE
SDE
Proposed Storm Drainage Easement ........... SDE
SDE
Proposed Sanitary Sewer Easement ............ SSE
Proposed Permanent Utility Easement ....... PUE
PUE
ExistingGas Line ............ ............................... s
S
ExistingWater Line ........ ............................... w
w
ExistingSanitary Sewer . ............................... ss
ss
Existing Underground Telecommunications T
T
Existing Underground Electric ..................... UE
UE
Existing Overhead Electric ........................... of
OE
Existing Storm Drainage ............................... — — — — — — —
— — — —
Proposed Storm Drainage
ExistingTree ............................................................ ...............................
' �
Existing Water Meter
I
Existing Water Valve WV
Existing Gas Valve
Dv
Existing Sanitary Sewer Manhole .......................... ...............................
1
ProposedSanitary Sewer Manhole ......................... ..............................0
ExistingStorm Drain Manhole ............................... ..............................L D
ProposedStorm Drain Manhole ............................. ..............................�
ExistingTelephone Manhole ................................... ..............................(D
ExistingCatch Basin ............................................... ...............................
ProposedCatch Basin .............................................. ..............................�
ExistingLight Pole .................................................. ...............................
ProposedLight Pole ................................................. ...............................
ExistingUtility Pole ................................................. ...............................
GuyWire ............................................................. ...............................
ProposedUtility Pole ............................................... ...............................
)&
IronPin ..................................................................... ...............................
0
ExistingFire Hydrant ............................................. ............................... -6-
ProposedFire Hydrant ........................................... ...............................
ExistingDrop Inlet .................................................... ..............................0 I
ProposedDrop Inlet ................................................. ...............................
AccessibleRamp .................................................... ............................... wcR
TreeProtection .............................................. ...............................
ExistingGuardrail ...................................... ...............................
n
ProposedGuardrail .................................... ...............................
- -
SiltFence ...................................................... ...............................
Proposed Curb & Gutter, Cone. Drive, Sidewalk ...................
Proposed Reinforced Concrete Sidewalk ... ...............................
ProposedAsphalt Pavement .......................... ..............................0
ProposedRip Rap ......................................... ...............................
Proposed Gravel
ProposedAsphalt Drive ................................ ...............................
Proposed Full Depth Pavement ................... ...............................
ProposedAsphalt Removal ........................... ...............................
APPROVED
Bid Set No.
CITY ENGINEER DATE
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PROPOSED CURB ELEVATIONS:
THE CONTRACTOR SHALL SET AND ADJUST PROPOSED CURB ELEVATIONS AS NECESSARY TO
ENSURE PROPER LONGITUDINAL GRADE FOR DRAINAGE. THE CONTRACTOR SHALL RETAIN
EXISTING PAVEMENT, UNLESS OTHERWISE NOTED.
DRIVEWAYS AND SIDEWALKS:
PROPOSED DRIVEWAY ENTRANCE DIMENSIONS ARE FROM EXPANSION JOINT TO EXPANSION
JOINT. MATCH REPLACEMENT MATERIALS TO THE EXISTING SURFACE ACCORDINGLY:
• CONCRETE - SIX INCH PORTLAND CEMENT CONCRETE (3600 PSI).
• ASPHALT - (COMMERCIAL) TWO INCH SF9.513 COURSE AND FOUR INCH 119.013
INTERMEDIATE COURSE.
( RESIDENTAL) TWO INCH SF9.513 COURSE AND FOUR INCH AGGREGATE
BASE (ABC) COURSE.
• GRAVEL - SIX INCH INCIDENTAL STONE
SIDEWALK SHALL BE FOUR INCHES THICK, AND SIX INCHES THICK AT DRIVEWAY CROSSINGS,
PER CITY STD. NO. 10.22.
DRAINAGE STRUCTURES:
GRADES, ELEVATIONS AND LOCATIONS SHOWN ARE APPROXIMATE. AS DIRECTED BY THE
ENGINEER, THEY MAY BE ADJUSTED TO ACCOMMODATE UNFORESEEN CONDITIONS. STATIONS,
OFFSETS AND ELEVATIONS REFER TO THE CENTER OF DROP INLETS, MANHOLES AND JUNCTION
BOXES, AND THE MIDPOINT OF THE LIP FOR CATCH BASINS. ALL PIPES SHALL BE RCP CLASS
III, UNLESS OTHERWISE NOTED.
WEEPHOLES ARE TO BE CONSTRUCTED IN ALL DRAINAGE STRUCTURES, A MINIMUM OF 1
WEEPHOLE PER STRUCTURE. WEEPHOLES ARE TO BE CONSTRUCTED IN THE BOTTOM 1/3 OF
STRUCTURE AND COVERED ON THE OUTSIDE OF THE STRUCTURE BY A BAG MADE OF FILTER
FABRIC AND FILLED W/ #78 STONE. THERE WILL BE NO SEPARATE PAYMENT FOR THIS WORK.
UTILITIES:
UTILITIES ARE ILLUSTRATED FOR INFORMATION PURPOSES ONLY. THE CITY WILL NOT BE HELD
RESPONSIBLE FOR THE ACCURACY OF UTILITY LOCATIONS, SIZES, DEPTHS, OR FOR
COMPLETENESS OF UTILITY INFORMATION.
PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY AND MEET WITH ALL UTILITY
OWNERS, THE CITY UTILITY COORDINATOR AND CITY INSPECTOR WHOSE FACILITIES WILL BE
AFFECTED TO DETERMINE UTILITY LOCATIONS. THE CONTRACTOR SHALL PROTECT ALL UTILITIES
FROM DAMAGE CAUSED BY HIS OPERATIONS OR THOSE OF HIS AGENTS. THE CONTRACTOR
SHALL HOLD THE CITY HARMLESS FOR ANY THIRD -PARTY INCONVENIENCE CREATED BY WORK
OF HIS OWN FORCES OR THAT OF HIS AGENTS. ANY DAMAGES INCURRED SHALL BE THE
CONTRACTORS FINANCIAL RESPONSIBILITY.
THE CONTRACTOR IS RESPONSIBLE FOR LOCATING GAS AND WATER VALVES WITHIN PROXIMITY
OF ALL WORK AREAS SO SAID FACILITIES CAN BE SHUT -OFF IN AN EMERGENCY.
AS NEEDED, THE CONTRACTOR SHALL ADJUST /RELOCATE THE SANITARY SEWER AND WATER
LINES ONLY. ALL OTHER ADJUSTMENTS /RELOCATIONS WILL BE PERFORMED BY THE VARIOUS
UTILITY OWNERS. THE CONTRACTOR SHALL COORDINATE WORK WITH UTILITY OWNERS SO AS
NOT TO ADVERSELY AFFECT THE PROJECT SCHEDULE. THE CITY WILL NOT BE HELD
RESPONSIBLE FOR ANY DELAYS OR DISRUPTIONS TO THE WORK SCHEDULE OF OTHER UTILITY
OWNERS.
THE CONTRACTOR SHALL CONTACT THE CITY OF CHARLOTTE, CONSTRUCTION MANAGER, 48
HOURS PRIOR TO BEGINNING CONSTRUCTION. THE CONSTRUCTION MANAGER CAN BE
CONTACTED AT THE LOCATION OR NUMBER LISTED BELOW.
MR. GARY STANSBURY
600 EAST FOURTH STREET
CHARLOTTE, NC 28202 -2844
PHONE: [phone]
• FOR UTILITY LOCATES CALL NORTH CAROLINA ONE -CALL @ 1- 800 - 632 -4949.
• FOR LOCATES OF UTILITIES NOT MEMBERS OF NORTH CAROLINA ONE -CALL
CONTACT PROJECT MANAGER & UTILITY COORDINATOR.
WATER AND SEWER:
• THE CONTRACTOR SHALL ADJUST ALL WATER VALVE BOXES, WATER METER BOXES, WATER
VAULTS, AND SANITARY SEWER MANHOLES AND CLEANOUTS TO MATCH THE ADJACENT
FINISHED GRADE(S). WATER METERS LOCATED ENTIRELY WITHIN SIDEWALKS OR CONCRETE
DRIVEWAYS SHALL BE INSTALLED WITHIN CONCRETE BOXES AND ADJUSTED TO MATCH THE
ADJACENT FINISHED GRADE(S). WATER METERS LYING PARTIALLY INSIDE THE SIDEWALK OR
DRIVEWAY LIMITS ARE TO BE RELOCATED TO THE RIGHT -OF -WAY LINE (OUTSIDE THE
PAVEMENT LIMITS).
• EXISTING WATER AND SEWER SERVICE IS OWNED AND MAINTAINED BY
CHARLOTTE - MECKLEN BURG UTILITIES (CMU). THE CONTRACTOR IS TO NOTIFY CMU 48
HOURS PRIOR TO BEGINNING WORK. FOR LOCATION OF EXISTING WATER AND SANITARY
SEWER LINES AND TO NOTIFY CMU THAT CONSTRUCTION IS TO BEGIN THE CONTRACTOR IS
TO CONTACT CMU AT THE FOLLOWING NUMBER:
WILLIAM DEAL
CHARLOTTE - MECKLEN BURG UTILITIES
5100 BROOKSHIRE BOULEVARD
CHARLOTTE, NC 28216
PHONE: [phone]
• THE CONTRACTOR SHALL CONDUCT OPERATIONS SO AS TO MAINTAIN EXISTING SANITARY
SEWER AND WATER SERVICE AT ALL TIMES. PLANNED INTERRUPTIONS IN SERVICE IS TO BE
COORDINATED WITH AFFECTED RESIDENTS.
• SHOULD ANY SANITARY SEWER MAINS BE ENCOUNTERED DURING THE CONSTRUCTION, THE
CONTRACTOR SHALL STOP EVACUATION IN THE AREA AND IMMEDIATEDLY NOTIFY THE CMU
SEWER DEPARTMENT 704.357.6064.
EXISTING SANITARY SEWER AND WATER LINE:
THE CONTRACTOR SHALL USE CARE WHEN WORKING AROUND SANITARY SEWERS AND WATER
LINES. SHOULD THE CONTRACTOR DAMAGE EXISTING SEWER OR WATER LINES, HE SHALL
IMMEDIATELY REPLACE THE LINE AT HIS EXPENSE WITH DUCTILE IRON PIPE. THE CONTRACTOR
SHALL REPLACE SANITARY SEWER AND /OR WATER LINE, WITH A MINIMUM TEN FOOT SECTION
OF DUCTILE IRON PIPE WHEN DRAINAGE PIPE COMES WITHIN TWO FEET OF SAID LINES,
VERTICALLY OR HORIZONTALLY.
SURVEY DATUM:
FIELD SURVEYS WERE CONDUCTED BETWEEN NOVEMBER 1, 2010 - FEBRUARY 28, 2011 AND
JUNE 12, 2012. HORIZONTAL PROJECT DATUM IS NAD83/2007 AND VERTICAL PROJECT DATUM
IS NAVD 88. PROJECT WAS LOCALIZED ABOUT GPS -122 WITH A NORTHING OF 546100.012,
EASTING 1452951.346, ELEVATION 707.002.
MAIL BOXES:
THE CONTRACTOR SHALL RELOCATE ALL MAIL BOXES AS REQUIRED BY SECTION 107 -12 OF THE
NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES. COORDINATE THIS WORK WITH
THE U.S. POSTAL SERVICE.
FENCES:
THE CONTRACTOR SHALL REMOVE AND RESET FENCES AS NOTED ON THE PLANS AND /OR AS
DIRECTED BY THE ENGINEER.
TREES. SHRUBS. AND HEDGES:
THE CONTRACTOR SHALL REMOVE TREES, SHRUBS, AND HEDGES WITHIN THE LIMITS OF DISTURBANCE
UNLESS SHOWN ON THE PLANS TO BE PROTECTED AND THOSE THAT FALL WITHIN THE TREE PROTECTION
BARRIERS. WHEN ROOT PRUNING IS NECESSARY, CUT ROOTS CLEANLY USING A DISC TRENCHER OR OTHER
APPROVED METHOD IN ACCORDANCE WITH SECTION 01000 OF THE CITY OF CHARLOTTE LANDSCAPE
CONSTRUCTION STANDARDS. PRUNING SHALL BE PER THE LATEST STANDARD OF THE LANDSCAPE
CONSTRUCTION STANDARDS MANUAL (TYP.) USE PLYWOOD FORMS WHEN TREE ROOTS ARE ADJACENT TO
PROPOSED CURB & GUTTER OR SIDEWALK. USE CLD STD. 40.11 FOR BRIDGING TREE ROOTS. TREES
SPECIFIED BY THE PLANS TO HAVE ASPHALT CURBING MUST USE CLD STD. 40.13. TREE PROTECTION
SHALL BE IN ACCORDANCE WITH CLD STD. 40.02 AND WITH SECTION 1000 OF THE CITY OF CHARLOTTE
LANDSCAPE CONSTRUCTION STANDARDS. WHEN THE TREE IS CLOSE TO THE WORK AREA TREE PROTECTION
CLD STD. 40.12 SHALL BE USED.
CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY PRIOR TO REMOVING ANY TREES. IN ADDITION,
ALL TREES LOCATED WITHIN THE LOD THAT ARE TO REMAIN AFTER CONSTRUCTION SHALL BE INSPECTED
BE THE CITY TO VERIFY THEY ARE SUITABLE TO REMAIN.
FOLLOWING CONSTRUCTION STAKING THE PROJECT TEAM (CONTRACTOR, CITY INSPECTOR, CITY ARBORIST
AND CONSULTANT, IF APPLICABLE) WILL HOLD AN ON -SITE MEETING TO ENSURE THE LIMITS OF
DISTURBANCE AND THAT TREES PROPOSED FOR PROTECTION ARE CLEARLY IDENTIFIED. THE TEAM WILL
WALK THE PROJECT AREA AND AGREE ON THE TREES TO BE PROTECTED AND THOSE TO REMOVE, DISCUSS
PROPOSED CONSTRUCTION ACTIVITIES, AND IDENTIFY ANY ADDITIONAL TREES TO PROTECT THAT WERE NOT
ORIGINALLY MARKED AS SUCH. THE CONTRACTOR WILL BE GIVEN APPROVAL FOR TREE REMOVAL, IN
WRITING, AFTER APPROPRIATE TREE PROTECTION HAS BEEN INSTALLED AND BEFORE ANY CLEARING OR
REMOVAL CAN BEGIN.
THE CONTRACTOR ASSUMES RESPONSIBILITY FOR "IN- KIND" REPLACEMENT OF TREES DAMAGED THAT HAVE
BEEN MARKED FOR PROTECTION OR NOT MARKED FOR REMOVAL.
SIDE SLOPES:
LIMITS OF PROPOSED SLOPES ARE INDICATED IN THE PLANS, DETAILS AND STANDARD
DRAWINGS. THE MAXIMUM SLOPE SHALL NOT EXCEED A 3:1 (HORIZONTAL TO VERTICAL)
UNLESS DESIGNATED BY THE ENGINEER. A CUT SLOPE OF 2:1 MAXIMUM WILL BE USED ONLY
AS DIRECTED BY THE ENGINEER.
THE RIGHT -OF -WAY SHOULD BE CONSIDERED THE CONSTRUCTION LIMITS FOR STORM
DRAINAGE IMPROVEMENTS. WHEN IMPROVEMENTS ARE SHOWN OUTSIDE THE RIGHT -OF -WAY,
THE APPLICABLE STORM DRAINAGE EASEMENT (SIDE) OR TEMPORARY CONSTRUCTION
EASEMENT (TCE) SHOULD BE CONSIDERED THE CONSTRUCTION LIMITS. THE LIMITS OF
DISTURBANCE (LOD) LINE SHOULD BE CONSIDERED THE CONSTRUCTION LIMITS FOR STREAM
IMPROVEMENTS AND ALL WORK IN THE CONSERVATION EASEMENT WITH THE EXCEPTION OF
SUPPLEMENTAL TREE PLANTING AND INVASIVE SPECIES REMOVAL.
EROSION CONTROL:
THE CONTRACTOR SHALL MAINTAIN EROSION CONTROL DEVICES IN ACCORDANCE WITH THE
APPROPRIATE CITY AND STATE EROSION AND SEDIMENT CONTROL ORDINANCES. THE
CONTRACTOR SHALL PREVENT STANDING WATER DUE TO CONSTRUCTION. DISTURBED AREAS
SHALL BE SEEDED AND MULCHED AT THE DIRECTION OF THE ENGINEER. THE CONTRACTOR
SHALL FOLLOW THE EROSION CONTROL MEASURES SHOWN ON THE EROSION CONTROL PLAN
SHEETS.
ACCESSIBLE RAMPS AND DEPRESSED CURB:
THE CONTRACTOR SHALL CONSTRUCT 6 -INCH THICK CONCRETE ACCESSIBLE RAMPS AT
INTERSECTIONS IN ACCORDANCE WITH THE LATEST REVISIONS FOR ACCESSIBLE RAMP DETAILS,
CONSTRUCTION PLANS & NCDOT STANDARD DRAWINGS.
SAWCU TS:
THE CONTRACTOR SHALL SAWCUT EXISTING ASPHALT AND /OR CONCRETE SURFACES PRIOR
TO REMOVAL UNLESS OTHERWISE DIRECTED BY THE ENGINEER. SAW CUT WIDTH SHALL BE
1 FOOT MINIMUM FROM THE EXISTING EDGE OF PAVEMENT. SAW CUT PAVEMENT SHALL BE
REPLACED AS WELL AS ADDITIONAL PAVEMENT REQUIRED TO TIE -IN TO FACE OF
PROPOSED CURB AND GUTTER.
9, MAIM 104».r ED] xe1�_A01_�r1•1.1111111111111 all is
CDOT HAS DETERMINED THAT NO PAVEMENT DEGRADATION FEE IS TO BE ASSESSED.
CDOT AND E &PM HAVE AGREED ON THE STREET CUTS FOR WHICH A PAVEMENT DEGRADATION
FEE IS REQUIRED. THE DEGRADATION FEE ASSESSMENT SHALL BE PAID VIA INTERNAL CITY
MECHANISMS (DTI) PRIOR TO CONSTRUCTION.
TRAFFIC CONTROL:
TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE 2006 EDITION OF THE "WORK AREA
TRAFFIC CONTROL HANDBOOK" (WATCH) AND THE TRAFFIC CONTROL PLANS.
STORM DRAINAGE NOTES:
ALL STORM DRAINAGE PIPE WITHIN PUBLIC ROAD RIGHT -OF -WAYS TO BE CLASS III REINFORCED
CONCRETE PIPE PER NCDOT STANDARDS, UNLESS OTHERWISE NOTED.
FLARED END SECTION INVERTS ARE SET AT OR SLIGHTLY BELOW EXISTING GRADE. VERIFY
ELEVATIONS IN FIELD PRIOR TO CONSTRUCTING PIPE SYSTEMS.
A MINIMUM GRADE OF 0.50% SHALL BE MAINTAINED ON ALL PIPES.
PIPE LENGTHS INDICATED ON PLANS ARE FROM CENTER OF STRUCTURE TO CENTER OF
STRUCTURE AND ARE APPROXIMATE ONLY.
SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT -OF -WAY IF DEEMED
NECESSARY BY THE INSPECTOR.
SUBSURFACE PLANS:
LIMITED SUBSURFACE PLANS ARE AVAILABLE ON THIS PROJECT UPON REQUEST. CONTACT
THE CITY TO OBTAIN A COPY OF THE GEOTECHNICAL REPORT. THE CONTRACTOR IS
RESPONSIBLE FOR THEIR OWN SUBSURFACE INVESTIGATIONS.
ABAND ...... ......................ABANDONED
N .............................. NORTH/NORTHING
10.17
10.22
10.23
10.24A
STANDARD CURB & GUTTER
CONCRETE SIDEWALKS
MONOLITHIC CONCRETE CURB & SIDEWALK
COMMERCIAL TYPE II AND RESIDENTIAL TYPE I DROP
STANDARDS
A.D ........... ......................ALGEBRAIC
ac V)
NTS .......................... NOT TO SCALE
NCDOT
STANDARDS
ROADWAY STANDARDS APPEAR IN THE CHARLOTTE LAND DEVELOPMENT
DIFFERENCE
ASPH ......... ASPHALT
0 /H .........................OVER HEAD
MANUAL (JANUARY 2012 AND LATEST REVISION) AND THE NORTH CAROLINA
C
(2' -6" CURB AND GUTTER)
APPROX ........
..................APPROXIMATELY
OC ............................ ON CENTER
CATCH BASIN PLACEMENT AT INTERSECTIONS
AND ARE APPLICABLE
TO THIS PROJECT AND BY REFERENCE ARE CONSIDERED A PART OF THE
B /C ...... ...........................BACK
OF CURB
PAVT ........................ PAVEMENT
STD. N0.
TITLE:
= W O
BIT .............. .....................BITUMINOUS
ag O J
PC ............................ POINT OF CURVATURE
STRIP 2' -6" CURB AND GUTTER
CHARLOTTE - M ECK LEN B U R G UTILITIES:
cr. O
BM ......... ..........................BENCH
MARK
PERM ........................ PERMANENT
200.02
METHOD OF CLEARING - METHOD II
CHARLOTTE -
BRG ......... ........................BEARING
PG ............................ PAGE
225.04
METHOD OF OBTAINING SUPERELEVATION
- TWO LANE PAVEMENT
CB ......... ..........................CATCH
BASIN
PI ............................. POINT OF INT
SIDEWALK
A
C &G ..... ...........................CURB
AND GUTTER
PK ............................ PK NAIL SET
300.01
METHOD OF PIPE INSTALLATION
CL ............. ......................CLEARANCE
C/L
PP ............................ POWER POLE
654.01
PAVEMENT REPAIRS
FENCE ... ..........................CHAIN LINK FENCE
PROP ........................ PROPOSED
NCDOT STANDARDS APPROVED FOR USE IN CITY OF
BB
PRECAST CONCRETE METER BOX - USE WITH 1" DOMESTIC WATER SERVICE
CMP ........... .....................CORRUGATED
MTL
PSE .......................... PERM SW ESMT
840.01
BRICK CATCH BASIN
CHARLOTTE AND CHARLOTTE ETJ
PIPE CONC .....................CONCRETE
DEAD END THRUST - WALL BLOCKING & 2" BLOW -OFF ASSEMBLY
PT ............................ POINT OF TANGENCY
840.02
CONCRETE CATCH BASIN
CONST ..........
...................CONSTRUCTION
PVI . ..........................POINT OF VERT INT
6" THROUGH 12" MAINS
DB ........ ...........................DEED
BOOK
PUE .......................... PERM UTILITY ESMT
840.03
STANDARD CATCH BASIN FRAME, GRATE,
AND HOOD
DCB ........ .........................DOUBLE
CB
r ............................... RADIUS
840.05
BRICK OPEN THROAT CATCH BASIN
RIP RAP APRON AT PIPE OUTFALLS
DI ......... ...........................DROP
INLET
RT ............................ RIGHT
DIA ........... .......................DIAMETER
TRENCH DETAIL FOR STORM DRAINAGE
RCP .......................... REINFORCED CONC
840.14
CONCRETE DROP INLET
RIP RAP DITCHES
DW ............ .......................DRIVEWAY
3" AND 1" DOMESTIC WATER SERVICE CONNECTION (PART TWO)
PIPE RELOC ............. RELOCATE
840.15
BRICK DROP INLET
WATER MAIN LOCATIONS AT CULVERTS - USING STEEL CASING PIPE -
DIM ............ ......................DIMENSION
EASEMENTS
R/W .......................... RIGHT OF WAY
6 TO 24" MAINS
30.01
TEMPORARY SEDIMENT TRAP
E .................. ...................EAST /EASTING
5 ............................... SOUTH
840.16
DROP INLET FRAME AND GRATES
EA ........ ...........................EACH
30.08
SID ............................ STORM DRAIN
840.51
BRICK MANHOLE
30.09
ELEV .......... ......................ELEVATION
1
SF ............................ SQUARE FOOT S/R
30.10
TEMPORARY ROCK CHECK DAMS
3
EOP ...... ...........................EDGE
OF PAVEMENT
FENCE ...................... SPLIT RAIL FENCE
840.52
PRECAST MANHOLE
40.02
ESMT ........ .......................EASEMENT
6
SS ............................ SANITARY SEWER
840.54
STANDARD BRICK MANHOLE FRAME AND
COVER
EXIST
40.12
STA .......................... STATION
8
PRECAST MANHOLES INSTALLED OVER EXISTING PIPE
........ .......................EXISTING
F /C ...... ...........................FACE
OF CURB
STD .......................... STANDARD
840.66
DRAINAGE STRUCTURE STEPS
14
FES ......... .........................FLARED
END SECTION
SW ............................ SIDEWALK
840.71
CONCRETE AND BRICK PIPE PLUG
50.07
FH ........ ...........................FIRE HYDRANT
TAN .......................... TANGENT
848.01
CONCRETE SIDEWALK
FOC ....... ..........................FIBER
OPTIC CABLE
TCE ........................... TEMP CONST ESMT
END OF ROADWAY MARKER AND GR CLAMP INSTALLATION
16
TUNNEL LINER SECTION
GR ............. ......................GUARDRAIL
TEMP ........................ TEMPORARY
862.01
GUARDRAIL PLACEMENT
GV ....... ............................GAS
VALVE
TP ............................ TRAVERSE POINT
860.02
GUARDRAIL INSTALLATION
HORIZ ......... .....................HORIZONTAL
T/ W .......................... TEST WIRE
INT ...............
...................INTERSECTION
TYP .......................... TYPICAL
866.01
CHAIN LINK FENCE - 4', 5' AND 6' HIGH FENCE
INV ......... .........................INVERT
U/G .......................... UNDER GROUND
IP ......... ...........................IRON PIN SET
VC ............................ VERTICAL CURVE
876.01
RIP RAP IN CHANNELS
L ............. .........................LENGTH
VERT ......................... VERTICAL
1101.02
TEMPORARY LANE CLOSURES
LF ........... .........................LINEAR
FOOTAGE
W WEST
LT......... ...........................LEFT
..............................
W/ ............................ WITH
1101.03
TEMPORARY ROAD CLOSURES
lb ........... ..........................POUND
WM ........................... WATER METER W
1205
PAVEMENT MARKINGS
LP .......... ..........................LIGHT
POLE
VAULT ...................... WATER VAULT
1606.01
SPECIAL SEDIMENT CONTROL FENCE
MAX ......... ........................MAXIMUM
WV ..........WATER VALVE
MIN .......... ........................MINIMUM
60p .......................... SIXTY PENNY NAIL SET
MONO ......... .....................MONOLITHIC
'.... ...........................FOOT
mph ...... ..........................MILES
MTL
PER HOUR
INCH
CHARLOTTE STANDARDS:
....... ..........................METAL
CHARLOTTE
MECKLENBURG LAND DEVELOPMENT STANDARDS
(CMLDS STD.)
70% PLAN SUBMITTAL
PRELIMINARY
Do Not Use For Construction
SENSITIVE MATERIAL
Do Not Duplicate
IAIINVA";!o
10.17
10.22
10.23
10.24A
STANDARD CURB & GUTTER
CONCRETE SIDEWALKS
MONOLITHIC CONCRETE CURB & SIDEWALK
COMMERCIAL TYPE II AND RESIDENTIAL TYPE I DROP
STANDARDS
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CURB DRIVEWAY WITH SIDEWALK ABUTTING CURB
THE FOLLOWING
ROADWAY STANDARDS APPEAR IN THE CHARLOTTE LAND DEVELOPMENT
OCQ
STANDARDS
MANUAL (JANUARY 2012 AND LATEST REVISION) AND THE NORTH CAROLINA
C
(2' -6" CURB AND GUTTER)
DEPARTMENT
OF TRANSPORTATION (NCDOT) ROADWAY STANDARD DRAWINGS (JANUARY 2012),
10.30
CATCH BASIN PLACEMENT AT INTERSECTIONS
AND ARE APPLICABLE
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10.31
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O
= W O
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CHARLOTTE - M ECK LEN B U R G UTILITIES:
cr. O
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10.32
ACCESSIBLE RAMP STANDARD WITHOUT PLANTING
CHARLOTTE -
MECKLENBURG UTILITIES (CMU)
STRIP 2' -6" CURB AND GUTTER
STD. NO.
TITLE:
10.34
ACCESSIBLE RAMP SECTIONS MONOLITHIC CURB AND
WATER
SIDEWALK
A
AUTOMATIC FLUSHER - HYDRANT
10.35
ACCESSIBLE PLACEMENT OF RAMP AND GENERAL NOTES
5
FIRE HYDRANT DETAIL
TRUNCATED DOMES PLAN AND CROSS- SECTION
AA
PRECAST CONCRETE METER BOX - USE WITH 0.75" DOMESTIC WATER SERVICE
11.18B
TEMPORARY TURNAROUND LOCAL RESIDENTIAL STREET
20.00
NCDOT STANDARDS APPROVED FOR USE IN CITY OF
BB
PRECAST CONCRETE METER BOX - USE WITH 1" DOMESTIC WATER SERVICE
CHARLOTTE AND CHARLOTTE ETJ
DD
DEAD END THRUST - WALL BLOCKING & 2" BLOW -OFF ASSEMBLY
20.03
BRICK DOUBLE CATCH BASIN (DCB)
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20.22
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FF
CAST IRON VALVE BOX - 12 -INCH AND SMALLER VALVES
20.23
RIP RAP APRON AT PIPE OUTFALLS
HH
VALVE BOX ASSEMBLY INSTALLATION - 12" AND SMALLER VALVES
20.25
TRENCH DETAIL FOR STORM DRAINAGE
K -1
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20.27
RIP RAP DITCHES
K -2
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20.29
OVERLAPPING STORM DRAINAGE /SANITARY SEWER
WW
WATER MAIN LOCATIONS AT CULVERTS - USING STEEL CASING PIPE -
EASEMENTS
6 TO 24" MAINS
30.01
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29
LOWERING OF 6" TO 12" WATER MAIN
30.06A
TEMPORARY SILT FENCE
30.08
STONE INLET PROTECTION
SEWER
30.09
SILT FENCE INLET PROTECTION
1
4" LATERAL (TAP)
30.10
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3
LATERAL INSTALLATION AT MANHOLE
30.17
SEEDING SCHEDULE
4
PRECAST MANHOLES 4' AND 5' DIAMETER
40.02
TREE PROTECTION DETAIL
6
OUTSIDE DROP INSTALLATION (ALTERNATE)
40.11
BRIDGING TREE ROOTS
40.12
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8
PRECAST MANHOLES INSTALLED OVER EXISTING PIPE
40.14
ROCK CHIMNEY
14
PLASTIC STEP CORED HOLE DRIVEN IN PLACE
50.07
DEAD END BARRICADE AND GENERAL NOTES
15
CAST IRON FRAME AND COVER SANITARY SEWER MANHOLES
50.08
END OF ROADWAY MARKER AND GR CLAMP INSTALLATION
16
TUNNEL LINER SECTION
26
PAVEMENT REPAIR DETAIL
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Do Not Use For Construction
SENSITIVE MATERIAL
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Section B—B
TYPE 119.013 ASPHALT
CONCRETE INTERMEDIATE NCDOT
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TACK COAT PER NCDOT
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NOTES:
TYPE 119.013 ASPHALT THE ASPHALT SHALL BE
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SHOULDER " E'XI§TkG PAVEMENT TACK COAT PER NCDOT
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