20130218 Ver 1_Site Plan_20130304

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CoverSheet ............................................................. ............................... 1
GeneralNotes ..................................... ............................... 2
ExistingConditions ................................................ ............................... 3
Sediment and Erosion Control Notes & Site Access ............................ 4
Embankment Excavation and Erosion Control Plan .......................... 5
Principal Spillway Plan and Profile ....................... ..............................6
FinalGrading .......................................................... ............................... 7
CrossSections ......................................... ............................... 8
Details.................................................................. ............................... 9 -12
TrafficControl Plan ...................................... .............................13
TOTAL SHEETS 13
GPS BENCHMARKS
NORTHING EASTING ELEVATION
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OTWK
DICKSON
community infrastructure consultants
NC LICENCE NO: F -0374
VICINITY MAP
NTS
DESCRIPTION
BENCHMARK NAIL IN POWER POLE
720 CORPORATE CENTER DR.
RALEIGH, NC 27607
(919) 782 -0495
Office Locations:
North Carolina Georgia
South Carolina
PROJECT
SITE
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CIURLOTTESM,
ENGINEERING &PROPERTY
MANAGEMENT
Construction Plans of Proposed
NORTHPARK POND
IMPROVEMENTS
671 -12 -006
Proiect Features:
THIS PROJECT CONSISTS OF:
GRADING, DRAINAGE PIPE,
STRUCTURES AND POND
DEWATERING
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LOCATION MAP
2012 STANDARD SPECIFICATIONS
NTS
70% SUBMITTAL
PRELIMINARY DESIGN -
NOT RELEASED FOR
CONSTRUCTION
Know what's below.
0111 before you dig.
Contract Administration
Storm Water Construction Manager
Storm Water Project Manager
Landscape Management
Storm Water - Water Quality
CDOT - Design
CDOT - Implementation
CMU
Existing Property Line .... ...............................
Maintained as R/W Line . ............................... R,'W
ExistingStructures .......... ...............................
Proposed Edge of Pavement ..........................
Fence................................. ............................... —X —X
SlopeStake Line .............. ............................... f
Temporary Construction Easement ............. TCE
Sidewalk/Utility Easement ............................ SUE SUE
StormDrainage Easement ............................ SDE
Topof Bank ..................... ............................... — — TB — —
MaintenanceAccess Easement ...................... AE
Existing Temporary Construction Easement E
SanitarySewer Easement . ............................... SUE
ExistingGas Line ............ ............................... U G
ExistingWater Line ........ ...............................
ExistingSanitary Sewer . ............................... SS SS
Existing Underground Telecommunications UT UT
Existing Overhead Utility ..............................
Existing Storm Drainage �
ProposedStorm Drainage .............................
ExistingTree ............................................................ ...............................
ExistingWater Meter .............................................. ...............................
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ExistingWater Valve .............................................. ...............................
WV
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ExistingGas Valve .................................................. ...............................
GV
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ExistingStorm Drain Manhole ..............................................................
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ProposedStorm Drain Manhole ............................ ...............................
ExistingCatch Basin ................. ............................... ..............................E
ProposedCatch Basin ............................................. ...............................
ExistingLight Pole .................................................. ...............................
ProposedLight Pole ................................................. ...............................
ExistingUtility Pole ................................................. ...............................
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GuyWire ............................................................... ............................... --<
ProposedUtility Pole ............................................... ...............................
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IronPin ..................................................................... ...............................
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BenchMark ............................................................. ...............................
Existing Sign ............................................................ ...............................
SoilBoring ................................................................. ...............................
Existing Drop Inlet ................................................... ...............................
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Proposed Drop Inlet ................................................. ...............................
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TreeProtection .............................................. ...............................
ExistingGuardrail ....................................... ............................... o
Proposed Guardrail ...................................... ............................... . .
. .
ProposedSilt Fence ...................................... ...............................
ProposedLimits of Disturbance ................. ............................... LOO
Existing Hydrology ...................................... ...............................
Edgeof Pavement ......................................... ...............................
APPROVED
Bid Set No.
CITY ENGINEER DATE
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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 SF9.5B COURSE AND FOUR INCH 119.013
INTERMEDIATE COURSE.
(RESIDENTAL) TWO INCH SF9.5B 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.
PROPOSED CURB ELEVATION:
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.
11 G1_\ 1, r_to] x 11103 1:4,1 1011L ei :4 *601
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 AT 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 COORDINATE WITH ALL UTILITY OWNERS WHOSE
FACILITIES WILL BE AFFECTED. 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.
AS NEEDED, THE CONTRACTOR SHALL ADJUST /RELOCATE THE SANITARY SEWER AND WATER UTILITIES ONLY
ALL OTHER ADJUSTMENTS /RELOCATIONS ARE TO BE PERFORMED BY THE SERVICE PROVIDER(S). THE
CONTRACTOR SHALL COORDINATE ANY RELOCATION WORK WITH THE SERVICE PROVIDER(S) SO AS TO NOT
ADVERSELY AFFECT THE PROJECT SCHEDULE. THE CITY WILL NOT BE HELD RESPONSIBLE FOR ANY DELAY
OR DISRUPTIONS IN THE CONSTRUCTION SCHEDULE DUE TO THE RELOCATION WORK PERFORMED BY THE
SERVICE PROVIDER(S).
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 704 - 336 -2667
FOR UTILITY LOCATES CALL NORTH CAROLINA ONE -CALL ® 811.
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. 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. 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 BY 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.
GRADING
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BORROW MATERIAL REQUIRED TO CONSTRUCT THE
PROJECT AS SHOWN ON THE CONTRACT DOCUMENTS.
ALL EXCAVATED MATERIALS THAT ARE NOT REQUIRED OR ARE UNSUITABLE FOR THE PROJECT SHALL BE
CONSIDERED WASTE AND SHALL BE HAULED OFF SITE AND DISPOSED IN A SAFE AND LEGAL MANNER AT THE
CONTRACTOR'S EXPENSE.
CONTRACTOR SHALL FOLLOW THE FILL PLACEMENT PROCEDURES SHOWN IN SP -02 OF THE PROJECT SPECIAL
PROVISIONS.
DATUM
SURVEY PERFORMED BY ESP ASSOCIATES P.A. IN MARCH 2012.
HORIZONTAL DATUM = NAD 83
VERTICAL DATUM = NAVD 88
EROSION CONTROL:
SEE SHEETS 4, 5 & 6 FOR EROSION CONTROL NOTES AND PLANS.
TOTAL DISTURBED AREA: 0.99 ACRES
CONTRACTOR SHALL NOT DISTURB ANY AREAS OUTSIDE OF THE DESIGNATED EASEMENT AREAS AND /OR LIMITS
OF DISTURBANCE.
FOR LOCATION OF UTILITIES WHOSE SERVICE PROVIDER IS NOT A MEMBER OF NORTH CAROLINA ONE -CALL, THE CONTRACTOR SHALL MAINTAIN EROSION CONTROL DEVICES IN ACCORDANCE WITH THE APPROPRIATE CITY
CONTACT THE SERVICE PROVIDER'S PROJECT MANAGER. 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
WATER AND SEWER: THE ENGINEER. THE CONTRACTOR SHALL FOLLOW THE EROSION CONTROL MEASURES SHOWN ON SHEETS 4,5,
& 6.
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 S A WC U TS:
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 THE CONTRACTOR SHALL SAWCUT EXISTING ASPHALT AND /OR CONCRETE SURFACES PRIOR TO REMOVAL
PARTIALLY INSIDE THE SIDEWALK OR DRIVEWAY LIMITS ARE TO BE RELOCATED TO THE RIGHT -OF -WAY LINE UNLESS OTHERWISE DIRECTED BY THE ENGINEER. SAW CUT WIDTH SHALL BE 1 FOOT MINIMUM FROM THE
(OUTSIDE THE PAVEMENT LIMITS) 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.
EXISTING WATER AND SEWER SERVICE IS OWNED AND MAINTAINED BY CHARLOTTE - MECKLENBURG 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 THAT CONSTRUCTION IS TO BEGIN, THE
CONTRACTOR IS TO CONTACT CMU AT THE FOLLOWING NUMBER (IN ADDITION TO CALLING NORTH CAROLINA
ONE -CALL ® 811):
WILLIAM DEAL
CHARLOTTE - MECKLENBURG UTILITIES
5100 BROOKSHIRE BLVD.
CHARLOTTE, NC 28216
PHONE: 704 - 391 -5150
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 FORCE MAINS BE ENCOUNTERED DURING THE CONSTRUCTION, THE CONTRACTOR
SHALL STOP EXCAVATION IN THE AREA AND IMMEDIATELY NOTIFY THE CMU SEWER DEPARTMENT AT
704 - 357 -6064.
SUBSURFACE PLANS:
SUBSURFACE INVESTIGATIONS OF A LIMITED SCOPE ARE AVAILABLE FOR THIS PROJECT. CONTACT THE CITY
TO OBTAIN A COPY OF THE GEOTECHNICAL REPORTS TITLED: PRELIMINARY GEOTECHNICAL ENGINEERING
REPORT NORTHPARK POND DAM (S &ME PROJECT NUMBER: 1351 -12 -039, DATED APRIL 24, 2012). IN
ADDITION, THE CONTRACTOR SHALL MAKE HIS /HER OWN INVESTIGATION AS TO THE SUBSURFACE CONDITIONS.
THE CITY IS NOT RESPONSIBLE FOR SUBSURFACE CONDITIONS ENCOUNTERED BETWEEN BORING LOCATIONS.
MAILBOXES:
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.
PAVEMENT DEGRADATION FEE:
CDOT HAS DETERMINED THAT NO PAVEMENT DEGRADATION FEE IS TO BE ASSESSED.
TRAFFIC CONTROL:
TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE 2006 EDITION OF THE "WORK AREA TRAFFIC CONTROL
HANDBOOK" AND PER SHEET 13.
STORM DRAINAGE PIPE & GRADING NOTES:
PROJECT TOPOGRAPHY AND EXISTING CONDITIONS GROUND - CONTROLLED SURVEY PROVIDED BY ESP
ASSOCIATES P.A.
PIPE INVERT ELEVATIONS HAVE PRECEDENCE OVER SLOPES. HOWEVER, SLOPES SHALL NOT BE DECREASED
FROM THOSE SHOWN ON PLAN WITHOUT PRIOR APPROVAL FROM THE ENGINEER.
PIPE LENGTHS INDICATED ON PLAN ARE APPROXIMATE ONLY.
NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS, TRAFFIC, TRENCHING, OR OTHER LAND
DISTURBING ACTIVITY SHALL BE PERMITTED BEYOND LIMITS OF DISTURBANCE WITHOUT PRIOR APPROVAL FROM
THE OWNER AND CITY ENGINEERING DEPT.
THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE CITY OF CHARLOTTE ANY DISCREPANCIES FOUND
BETWEEN ACTUAL CONDITION AND CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR INSTRUCTION FROM THE
CITY INSPECTOR PRIOR TO PROCEEDING.
MANHOLE RIM ELEVATIONS SHOWN ON THE PLANS ARE APPROXIMATE. NEW MANHOLE RING AND COVERS SHALL
BE INSTALLED FLUSH WITH THE SURROUNDING GRADE SO AS TO AVOID DAMAGE TO MOTOR VEHICLES DURING
CONSTRUCTION. THEY ARE TO BE ADJUSTED TO MATCH THE SURROUNDING PROPOSED GRADE PRIOR TO
PLACING THE NEW SURFACE COURSE.
GROUND - CONTROLLED EXISTING CONTOURS ARE SHOWN ON THE PLAN AT 1' INTERVALS. PROPOSED CONTOURS
SHOWN ARE AT 1' INTERVALS.
CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE TO CURRENT OSHA REGULATIONS.
ALL PROPOSED GRADES ARE FINISH GRADES.
STOCKPILING NOTE:
ANY ONSITE STOCKPILING IS TO BE COORDINATED AND APPROVED BY A CITY INSPECTOR. THE STOCKPILE
WILL BE PROVIDED WITH GROUND COVER 15 WORKING DAYS UPON COMPLETION OF ANY PHASE OF WORK.
ASPHALT TACKIFIER SHALL NOT BE USED FOR ANCHORING STRAW.
ABAND
ABANDONED
CONSTRUCTION INSPECTION NOTES:
Q
AC
ACRE
AE
ACCESS EASEMENT
ALL ASPECTS OF CONSTRUCTION ARE SUBJECT TO SATISFACTORY INSPECTION AND CERTIFICATION BY THE
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ASPH
ENGINEER -OF- RECORD AND ACCEPTANCE OF THE AS -BUILT SURVEY.
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AMERICAN ASSOCIATION OF
STATE HIGHWAY AND
TRANSPORTATION OFFICIALS
CONSTRUCTION MUST COMPLY WITH ALL SPECIAL PROVISIONS, SPECIFICATIONS, GEOTECHNICAL REPORT AND
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CONSTRUCTION PLANS.
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ANY ASPECT OF CONSTRUCTION THAT DOES NOT ADHERE TO THE PLANS SHALL BE REPAIRED OR REBUILT AT
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CLEANOUT
THE CONTRACTORS EXPENSE.
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CDOT
CHARLOTTE DEPARTMENT OF
TRANSPORTATION
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CURB AND GUTTER
CL
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CLDSM
CHARLOTTE LAND DEVELOPMENT
STANDARDS MANUAL
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CHAIN LINK FENCE
CMP
CORRUGATED METAL PIPE
CONC
CONCRETE
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CONSTRUCTION
CONT
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ABAND
ABANDONED
AD
ALGEBRAIC DIFFERENCE
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ACRE
AE
ACCESS EASEMENT
APPROX
APPROXIMATELY
ASPH
ASPHALT
AASHTO
AMERICAN ASSOCIATION OF
STATE HIGHWAY AND
TRANSPORTATION OFFICIALS
B -1
SOILS BORING
B/C
BACK OF CURB
BIT
BITUMINOUS
BM
BENCH MARK
BRG
BEARING
CO
CLEANOUT
CB
CATCH BASIN
CDOT
CHARLOTTE DEPARTMENT OF
TRANSPORTATION
C &G
CURB AND GUTTER
CL
CLEARANCE
CLDSM
CHARLOTTE LAND DEVELOPMENT
STANDARDS MANUAL
C/L FENCE
CHAIN LINK FENCE
CMP
CORRUGATED METAL PIPE
CONC
CONCRETE
CONST
CONSTRUCTION
CONT
CONTINOUS
CTR
CENTER
DB
DEED BOOK
DCB
DOUBLE CATCH BASIN
DEPT
DEPARTMENT
DI
DROP INLET
Do
OUTSIDE DIAMETER
DIA
DIAMETER
DW
DRIVEWAY
DIM
DIMENSION
DIP
DUCTILE IRON PIPE
DR
DRIVE
E
EAST /EASTING
EA
EACH
EL
ELEVATION
EOP
EDGE OF PAVEMENT
ESMT
EASEMENT
EXIST
EXISTING
F/C
FACE OF CURB
FES
FLARED END SECTION
FH
FIRE HYDRANT
FOC
FIBER OPTIC CABLE
GV
GAS VALVE
HA -1
HAND AUGER (SOIL BORING)
HARN
HIGH ACCURACY REFERENCE
NETWORK
HDPE
HIGH DENSITY POLYETHYLENE
HORIZ
HORIZONTAL
INT
INTERSECTION
INV
INVERT
IP
IRON PIN SET
L
LENGTH
LF
LINEAR FOOTAGE
LT
LEFT
LOD
LIMITS OF DISTURBANCE
Ib
POUND
LP
LIGHT POLE
MANUF
MANUFACTURER
MAX
MAXIMUM
MH
MANHOLE
MIN
MINIMUM
MJ
MECHANICALJOINT
MONO
MONOLITHIC
mph
MILES PER HOUR
MTL
METAL
N
NORTH /NORTHING
NAD
NORTH AMERICAN DATUM
NAVD
NORTH AMERICAN VERTICAL
DATUM
NCDOT
NORTH CAROLINA DEPARTMENT
OF TRANSPORTATION
NTS
NOT TO SCALE
O/H
OVER HEAD
OC
ON CENTER
OSHA
OCCUPATIONAL SAFETY& HEALTH
ADMINISTRATION
OU
OVERHEAD UTILITY
PAVT
PAVEMENT
PC
POINT OF CURVATURE
PCF
POUNDS PER CUBIC FOOT
PERM
PERMANENT
PG
PAGE
PI
POINT OF INTERSECTION
PK
PK NAIL SET
PP
POWER POLE
PROP
PROPOSED
PSE
PERMANENT STORMWATER
EASEMENT
PSF
POUNDS PER SQUARE FOOT
PSI
POUNDS PER SQUARE INCH
THE FOLLOWING STANDARDS AND THE LATEST REVISION THERETO ARE APPLICABLE
TO THIS PROJECT AND BY REFERENCE ARE CONSIDERED A PART OF THESE PLANS.
NCDOT STANDARDS SHALL BE USED. CHARLOTTE LAND DEVELOPMENT STANDARDS
MAY BE USED IF THERE IS NOT AN APPLICABLE NCDOT STANDARD.
CHARLOTTE:
STD. NO.: TI TLE:
20. 23 ................................................ .........................RIPRAP APRONS
20. 27 ................. ............................... ........................RIP -RAP DITCHES
30. 05 ........................ ............................... ......................TEMPORARY SILT DITCH
30. 06 ..................... ............................... ......................TEMPORARY SILT FENCE
30. 10 ................ ............................... ......................TEMPORARY ROCK CHECK DAM
30.11 A ........................ ............................... .....................STABILIZED CONSTRUCTION ENTRANCE
30. 13 ...................... ............................... ........................EROSION CONTROL DEWATERING
40. 02 ................... ............................... ...........................TREE PROTECTION DETAIL
50. 04 ................. ............................... ........................TYPICAL HANDRAIL
NCDOT:
STD. NO.: TITLE:
840. 66 ..................... ............................... .......................DRAINAGE STRUCTURE STEPS
PT
POINT OF TANGENCY
PVC
POLYVINYL CHLORIDE
PVI
POINT OF VERTICAL INTERSECTION
PUE
PERMANENT UTILITY EASEMENT
r
RADIUS
RT
RIGHT
RCP
REINFORCED CONCRETE PIPE
RELOC
RELOCATE
R/W
RIGHT OF WAY
S
SOUTH
Sc
SAWCUT
SD
STORM DRAIN
SDE
STORM DRAIN EASEMENT
SF
SQUARE FOOT
S/R FENCE
SPLIT RAIL FENCE
SAN
SANITARY
SS
SANITARYSEWER
STA
STATION
STD
STANDARD
STR
STRUCTURE
SUE
SEWER EASEMENT
SW
SIDEWALK
SY
SQUARE YARD
TAN
TANGENT
TCE
TEMPORARY CONSTRUCTION
EASEMENT
TEMP
TEMPORARY
TP
TRAVERSE POINT
T/W
TEST WIRE
TYP
TYPICAL
U/G
UNDER GROUND
UT
UNDERGROUND
TELECOMMUNICATIONS
VC
VERTICAL CURVE
VCP
VITRIFIED CLAY PIPE
VERT
VERTICAL
W
WEST
W/
WITH
WM
WATER METER
W VAULT
WATER VAULT
WV
WATER VALVE
60d
SIXTY PENNY NAIL SET
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DIAMETER
FOOT
"
INCH
70% SUBMITTAL
CAUTION!
ESTABLISHING THE WATER QUALITY ORIFICE
AT ELEVATION 765.3, THE WEIR WALL AT
ELEVATION 766.60, AND THE TOP OF THE
DAM AT ELEVATION 771.20 ARE CRITICAL.
FINAL ELEVATIONS FOR THE WATER QUALITY
ORIFICE, WEIRWALL, AND TOP OF DAM SHALL
BE WITHIN ±0.10 FEET AS SHOWN ON
PLANS.
Know what's below.
0111 before you dig.
PRELIMINARY DESIGN -
NOT RELEASED FOR
CONSTRUCTION
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INTERNATIONAL MINIS IES CK NORTHPARK XVIII, LLC Ld
` DB 24453 PG DB 20597 PG 887
MB MB 23 P 30 PG 42 I MB 230 PG 94 w
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NOTES:
1. SOIL TEST BORING LOCATIONS SHOWN ON PLANS ARE APPROXIMATE.
REFER TO THE REPORTS OF SUBSURFACE INVESTIGATION AND
EXPLORATION PREPARED BY S &ME FOR ALL SUBSURFACE
RECOMMENDATIONS (S &ME PROJECT NUMBER: 1351 -12 -039, DATED
APRIL 24, 2012).
2. SURVEY WAS COMPLETED BY ESP ASSOCIATES P.A. MARCH 2012.
LEGEND
UTILITY EASEMENT ................ ...............................
STORM DRAINAGE EASEMENT ..............................
MAINTENANCE ACCESS EASEMENT ...................... AE
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EXISTING POWER POLE
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THIS SHEET FOR OVERALL ORIENTATION
NO CONTRACT WORK SHOWN ON THIS SHEET
EXISTING CONDITIONS ONLY
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SEE DETAIL \ /
rs+' \ \
11 \ i
\
\
/ NOTE: CONTRACTOR TO PERFORM A \
o� / FIELD WALK OF THE ACCESS TREES ALONG BORDER
EASEMENT WITH THE PROPERTY
REBAR / OWNER AND INSPECTOR TO DETERMINE OF THE ACCESS \ \ BAR 4
/ THE LOCATION OF SILT FENCE, EASEMENT SHALL BE NORTHPARK CT.
/ PROTECTION AVAILABLE FOR TREES, \ \ SAVED IF POSSIBLE
AND IF ADDITIONAL TREE REMOVAL IS \ \ BASED ON REVIEW BY
/ NECESSARY ALONG THE ACCESS \ \ THE SITE INSPECTOR & TEMP. CONSTRUCTION
/ PATH. \ \ PROPERTY OWNER. ENTRANCE I
/ \ \ SEE DETAIL
\ 11
I / \
\
\
PHASE I CONSTRUCTION SEQUENCE:
1. CONTRACTOR RESPONSIBLE FOR PUMP AROUND AND DEWATERING.
2. DRAIN ENTIRE PERMANENT POOL BY PUMP OR BY SIPHON. DO NOT DRAIN BY BREACHING DAM. DO
NOT ALLOW DRAINAGE RATE TO LOWER POND MORE THAN ONE FOOT PER DAY. SEE SPECIAL
PROVISIONS FOR ADDITIONAL POND DRAINING INFORMATION.
3. MAINTAIN THE EMPTY POND UNTIL SUCH TIME AS THE IMPERVIOUS DIKE IS INSTALLED.
4. INSTALL PHASE 1 IMPERVIOUS DIKE AS NEEDED TO INSTALL TEMPORARY 48" CMP.
5. INSTALL TEMPORARY 48" CMP.
6. REMOVE WILDLIFE AS NOTED IN SPECIAL PROVISIONS.
7. POND MUST REMAIN DRAINED FOR A PERIOD OF 60 DAYS BEFORE ADDITIONAL WORK CAN BEGIN.
0 I+u au
Scale: 1° = 40
HORIZONTAL
EROSION CONTROL LEGEND
.D LIMITS OF DISTURBANCE
EROSION CONTROL NOTES:
1. REFER TO GENERAL NOTES ON SHEET 2, CONSTRUCTION SEQUENCE ON SHEETS 4, 5, AND 6 AND PUMP AROUND
SEQUENCE ON SHEET 12.
2. TOTAL DISTURBED AREA: 0.99 AC
3. CONDUCT PRE - CONSTRUCTION MEETING INCLUDING OWNER /ENGINEER, ASSOCIATED CONTRACTORS, AND OTHER
AFFECTED PARTIES.
4. IF THERE IS TO BE ANY DEVIATION FROM THE PLANS, THE CONTRACTOR SHALL OBTAIN ALL APPROPRIATE
REVISED PERMITS PRIOR TO BEGINNING WORK.
5. CONSTRUCTION ACCESS AREAS SHOWN ARE DELINEATED PER THE ACCESS EASEMENT AGREEMENT BETWEEN THE
PROPERTY OWNER AND THE CITY OF CHARLOTTE. THE CONTRACTOR SHALL NOT ADJUST THE ACCESS LANE
PROVIDED IN THESE DRAWINGS.
6. INSTALL ALL PERIMETER EROSION CONTROL MEASURES AND TREE PROTECTION PRIOR TO CLEARING AND GRUBBING.
ALL TREE REMOVAL ACTIVITIES SHALL BE APPROVED IN WRITING BY THE CITY PRIOR TO INITIATION OF REMOVAL.
SEE "TREE, SHRUBS, AND HEDGES" SECTION OF GENERAL NOTES ON SHEET 2. AT A MINIMUM, EROSION CONTROL
MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH APPLICABLE STATE AND LOCAL REGULATIONS. ADDITIONAL
EROSION CONTROL MEASURES MAY BE REQUIRED BY LOCAL GOVERNING AGENCIES.
7. PRIOR TO CLEARING AND GRUBBING /CONSTRUCTION, THE CONTRACTOR SHALL REQUEST AN ON -SITE INSPECTION
FROM THE CITY'S EROSION AND SEDIMENT CONTROL INSPECTOR. UPON RECEIPT OF CERTIFICATES OF COMPLIANCE,
GRUBBING /CONSTRUCTION MAY BEGIN. FAILURE TO SCHEDULE AN ON SITE MEETING WITH THE CITY'S EROSION
AND SEDIMENT CONTROL INSPECTOR 48 HOURS PRIOR TO ANY LAND DISTURBING ACTIVITY IS A VIOLATION OF
CHAPTER 18 OF THE CITY CODE AND IS SUBJECT TO A FINE.
8. INSTALL PERMANENT VEGETATIVE COVER AND THE LONG -TERM EROSION PROTECTION MEASURES OR STRUCTURES
AS SOON AS PRACTICAL IN THE CONSTRUCTION PROCESS. APPROPRIATE EROSION CONTROL MEASURES MUST BE
PLACED BETWEEN THE DISTURBED AREA AND AFFECTED WATERWAY AND MAINTAINED UNTIL PERMANENTLY
VEGETATED.
9. ALL AREAS DISTURBED BY THE CONTRACTOR SHALL BE SEEDED PER THE SPECIFICATIONS SHOWN IN DETAIL 5/11
OR AS OTHERWISE DIRECTED BY THE ENGINEER. AREAS BELOW ELEVATION 765.50 WITHIN THE HISTORIC POND
LIMITS, AS SHOWN ON SHEET 3, SHALL NOT BE SEEDED. STABILIZATION MEASURES SHALL BE INITIATED AT THE
END OF EACH DAY IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR
PERMANENTLY CEASED EXCEPT WHERE CONSTRUCTION ACTIVITIES SHALL BE REINITIATED WITHIN 21 CALENDAR
DAYS.
10. USE SPECIFIED EROSION CONTROL MATTING AS SHOWN ON PLANS PER DETAIL 5/12. APPLY 3000 LB /ACRE
GRAIN STRAW AND ANCHOR STRAW ON ALL OTHER DISTURBED AREAS. ASPHALT TACKIFIER SHALL NOT BE USED
FOR ANCHORING STRAW.
11. CONTRACTOR SHALL PERFORM GRADING OPERATIONS IN A MANNER AND SEQUENCE TO MINIMIZE THE DISTURBANCE
OF SURFACE COVER. THE CONTRACTOR SHALL NOT DISTURB MORE AREA THAN CAN BE STABILIZED IN ONE
WORKING DAY.
12. EROSION CONTROL MEASURES MAY BE PHASED -IN TO THOSE AREAS OF THE PROJECT CURRENTLY BEING WORKED
ON. THE CONTRACTOR MAY MODIFY OR RELOCATE EROSION CONTROL MEASURES TO MAKE ADJUSTMENTS FOR
UNFORESEEN FIELD CONDITIONS SO LONG AS PROPER CONSTRUCTION IS MAINTAINED TO ENSURE THE INTEGRITY
AND USEFULNESS OF THE PROPOSED MEASURES. ALL RELOCATION SHALL HAVE THE APPROVAL OF THE
ENGINEER. ALL DISTURBED AREAS ALONG CHANNEL BANKS SHALL BE STABILIZED WITH TEMPORARY SEED AND
MULCH AT THE END OF EACH DAY.
13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL EROSION CONTROL MEASURES RELATED TO THE
CONSTRUCTION SITE DURING ALL PHASES OF CONSTRUCTION. EROSION CONTROL MEASURES SHALL BE PROPERLY
MAINTAINED UNTIL PERMANENT VEGETATION IS ESTABLISHED.
14. ALL SEDIMENT AND EROSION CONTROLS ARE TO BE INSPECTED AT LEAST ONCE EVERY SEVEN CALENDAR DAYS OR
AT THE END OF EACH WORKING DAY AND AFTER ANY STORM EVENT OF GREATER THAN 0.5 INCHES OF
PRECIPITATION DURING ANY 24 -HOUR PERIOD. MAINTENANCE OF SEDIMENT TRAPPING STRUCTURES SHALL BE
PERFORMED AS NECESSARY PER THESE INSPECTIONS. TRAPPED SEDIMENT SHALL BE PROPERLY REMOVED FROM
THE UPSLOPE SIDE OF SEDIMENT FENCE WHEN SEDIMENT BUILDS UP TO A DEPTH OF 0.5 FEET. SEDIMENT FENCE
SHALL BE REPAIRED AS NECESSARY TO MAINTAIN ITS FUNCTION.
15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE IMMEDIATE REMOVAL OF ANY SOIL TRACKED INTO THE PUBLIC
RIGHT -OF -WAY. THE CONTRACTOR MUST TAKE THE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD
ONTO THE PAVED ROADWAY FROM CONSTRUCTION AREAS. DAILY REMOVAL OF MUD /SOIL MAY BE REQUIRED.
POWER WASHING OF SOILS INTO THE DRAINAGE SYSTEM IS PROHIBITED.
16. THE LOCATIONS OF SOME EROSION CONTROL MEASURES MAY HAVE TO BE ALTERED FROM THOSE SHOWN ON THE
PLANS IF DRAINAGE PATTERNS CHANGE DURING CONSTRUCTION.
17. CONTRACTOR SHALL PROVIDE FOR HANDLING THE INCREASED RUNOFF CAUSED BY CHANGED SOIL AND SURFACE
CONDITIONS. USE EFFECTIVE MEANS TO CONSERVE EXISTING ON -SITE SOIL INCLUDING THE USE OF DIVERSION
DITCHES.
18. IF IT IS DETERMINED DURING THE COURSE OF CONSTRUCTION THAT SIGNIFICANT SEDIMENT IS LEAVING THE SITE,
THE CONTRACTOR IS OBLIGATED TO TAKE ADDITIONAL PROTECTIVE ACTION.
19. ALL EXCAVATED MATERIAL MUST BE PLACED AT A MINIMUM OF 5 FT FROM THE EXISTING STREAM. SILT FENCES
MUST BE INSTALLED AROUND ALL STOCKPILE AREAS.
20. WHERE WORK IS BEING COMPLETED INSIDE THE POND, THE DAM AND INSIDE THE EXISTING STREAM CHANNEL,
TEMPORARY COFFER DAMS, IMPERVIOUS DIKES, AND BYPASS PUMPING WILL BE USED TO DE -WATER THE WORK
AREA.
21. CONTRACTOR SHALL NOT COMPACT SOIL AROUND ROOTS OF TREES TO REMAIN, AND SHALL NOT DAMAGE SUCH
TREES IN ANY WAY.
22. IT SHALL BE UNDERSTOOD THAT FAILURE TO SPECIFICALLY MENTION ANY WORK THAT WOULD NATURALLY BE
REQUIRED TO COMPLETE THIS PROJECT SHALL NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO
PERFORM SUCH WORK.
23. ALL NECESSARY MEASURES MUST BE TAKEN TO PREVENT OIL, TAR, TRASH, AND OTHER POLLUTANTS FROM
ENTERING THE ADJACENT OFFSITE AREAS.
24. CONSTRUCTION ACTIVITIES MUST AVOID TO THE GREATEST EXTENT PRACTICABLE, ENCROACHMENT INTO ANY
WETLAND /STREAM AREAS NOT DESIGNATED AS IMPACT AREAS.
25. NO ON -SITE BURIAL OF VEGETATION OR CONSTRUCTION DEBRIS WILL BE PERMITTED.
26. ANY GRADING BEYOND THE LIMITS OF DISTURBANCE SHOWN ON THE PLAN IS A VIOLATION OF THE NORTH
CAROLINA EROSION CONTROL ORDINANCE, AND IS SUBJECT TO A FINE.
27. PLEASE REFERENCE PLAN SHEET DETAILS AND NCDENR STANDARDS FOR CONSTRUCTION OF EROSION CONTROL
MEASURES.
28. UPON COMPLETION OF FINAL GRADING, PERMANENT VEGETATION SHALL BE ESTABLISHED WITHIN 15 WORKING DAYS
OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER). SEEDING SHALL BE IN ACCORDANCE WITH DETAILS 5A, B, C,
& D ON SHEET 11.
29. ONCE PERMANENT VEGETATION AND EROSION CONTROL MEASURES ARE ESTABLISHED, THE CONTRACTOR SHALL
SCHEDULE A FINAL INSPECTION IN ORDER TO OBTAIN A CERTIFICATE OF COMPLETION. AFTER APPROVAL, ALL
REMAINING TEMPORARY EROSION CONTROL MEASURES MAY BE REMOVED.
70% SUBMITTAL
PRELIMINARY DESIGN -
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N OTES:
1. SEE SHEET 4 FOR PHASE I CONSTRUCTION SEQUENCE INCLUDING DRAINING OF POND.
2. SEE SHEET 6 FOR PHASE II AND III CONSTRUCTION SEQUENCE.
3. CONTRACTOR RESPONSIBLE FOR PUMP AROUND AND DEWATERING. DISCHARGE FILTERED WATER FROM STILLING
BASIN UPSTREAM OF ROCK DAM.
4. CONTRACTOR TO SEED AND STABILIZE ALL DISTURBED AREAS. PLACE EROSION CONTROL MATTING ON ALL
DISTURBED SLOPES STEEPER THAN 3:1.
5. SOIL TEST BORING LOCATIONS SHOWN ON SHEET 3 ARE APPROXIMATE. REFER TO THE REPORT OF
SUBSURFACE INVESTIGATION AND EXPLORATION PREPARED BY S &ME FOR ALL SUBSURFACE RECOMMENDATIONS.
6. DEPTH OF EXCAVATION IS BASED ON AVAILABLE SUBSURFACE INVESTIGATION. THE CITY'S GEOTECHNICAL
REPRESENTATIVE SHALL APPROVE FOUNDATION MATERIAL PRIOR TO BEGINNING CONSTRUCTION OF EMBANKMENT.
7. CLEAR ALL WOODY VEGETATION UNDER 6" IN DIAMETER WITHIN LIMITS OF DISTURBANCE UNLESS OTHERWISE
NOTED TO BE PROTECTED. ALL TREE REMOVAL ACTIVITIES SHALL BE APPROVED IN WRITING BY THE CITY PRIOR
TO INITIATION OF REMOVAL, SEE "TREE, SHRUBS, AND HEDGES" SECTION OF GENERAL NOTES ON SHEET 2.
8. TREES LOCATED ALONG THE BORDER OF THE ACCESS EASEMENT (LABELED AS "AE" ON THE PLANS) ARE TO
BE SAVED IF POSSIBLE BASED ON REVIEW BY THE SITE INSPECTOR & PROPERTY OWNER.
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11
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6 ."`'"';•:� ' w: "'•� ROCK DAM
0 20 40
Scale: 1" = 20'
HORIZONTAL
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xx
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EXCAVATE TO EL.
= 752.00' SEE
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SHEET.
SECTION A -A
EMBANKMENT EXCAVATION
N TS
PRELIMINARY DESIGN -
NOT RELEASED FOR
70% SUBMITTAL CONSTRUCTION
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N OTES:
1. SEE SHEET 4 FOR PHASE I CONSTRUCTION SEQUENCE INCLUDING DRAINING OF POND.
2. SEE SHEET 6 FOR PHASE II AND III CONSTRUCTION SEQUENCE.
3. CONTRACTOR RESPONSIBLE FOR PUMP AROUND AND DEWATERING. DISCHARGE FILTERED WATER FROM STILLING
BASIN UPSTREAM OF ROCK DAM.
4. CONTRACTOR TO SEED AND STABILIZE ALL DISTURBED AREAS. PLACE EROSION CONTROL MATTING ON ALL
DISTURBED SLOPES STEEPER THAN 3:1.
5. SOIL TEST BORING LOCATIONS SHOWN ON SHEET 3 ARE APPROXIMATE. REFER TO THE REPORT OF
SUBSURFACE INVESTIGATION AND EXPLORATION PREPARED BY S &ME FOR ALL SUBSURFACE RECOMMENDATIONS.
6. DEPTH OF EXCAVATION IS BASED ON AVAILABLE SUBSURFACE INVESTIGATION. THE CITY'S GEOTECHNICAL
REPRESENTATIVE SHALL APPROVE FOUNDATION MATERIAL PRIOR TO BEGINNING CONSTRUCTION OF EMBANKMENT.
7. CLEAR ALL WOODY VEGETATION UNDER 6" IN DIAMETER WITHIN LIMITS OF DISTURBANCE UNLESS OTHERWISE
NOTED TO BE PROTECTED. ALL TREE REMOVAL ACTIVITIES SHALL BE APPROVED IN WRITING BY THE CITY PRIOR
TO INITIATION OF REMOVAL, SEE "TREE, SHRUBS, AND HEDGES" SECTION OF GENERAL NOTES ON SHEET 2.
8. TREES LOCATED ALONG THE BORDER OF THE ACCESS EASEMENT (LABELED AS "AE" ON THE PLANS) ARE TO
BE SAVED IF POSSIBLE BASED ON REVIEW BY THE SITE INSPECTOR & PROPERTY OWNER.
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11
LOD LIMITS OF DISTURBANCE
6 ."`'"';•:� ' w: "'•� ROCK DAM
0 20 40
Scale: 1" = 20'
HORIZONTAL
DOWNSTREAM
xx
10'
EXCAVATE TO EL.
= 752.00' SEE
NOTE 5 ON THIS
SHEET.
SECTION A -A
EMBANKMENT EXCAVATION
N TS
PRELIMINARY DESIGN -
NOT RELEASED FOR
70% SUBMITTAL CONSTRUCTION
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CONSTRUCTION NOTES:
1. CONTRACTOR SHALL REFERENCE THE PROJECT SPECIFICATIONS, SPECIAL PROVISION 03 EMBANKMENT SELECT MATERIAL FOR
DAMS FOR FILL PLACEMENT PROCEDURES FOR INSTALLATION OF THE DAM.
2. MINIMUM BEARING CAPACITY FOR THE WEIR WALL FOUNDATION SHALL BE 700 PSF. THE CITY'S GEOTECHNICAL REPRESENTATIVE
SHALL APPROVE FOUNDATION MATERIAL PRIOR TO INSTALLATION OF THE WEIR WALL.
3. CONTRACTOR MUST COMPLETE ALL REQUIRED INSPECTIONS AND PROPERLY SCHEDULE ALL OBSERVATIONS THROUGHOUT
CONSTRUCTION TO BE COMPLETED BY THE ENGINEER OF RECORD, CITY'S GEOTECHNICAL REPRESENTATIVE AND /OR CITY OF
CHARLOTTE AND CHARLOTTE MECKLENBURG UTILITIES DEPARTMENT AS STATED IN THE PROJECT SPECIFICATIONS. THE ENGINEER
OF RECORD SHALL OBSERVE INSTALLATION OF CONCRETE CRADLE AND FILTER DIAPHRAGM.
CONSTRUCTION SEQUENCE:
1. SEE SHEET 4 FOR PHASE I CONSTRUCTION SEQUENCE.
2. INSTALL EROSION AND SEDIMENT CONTROL MEASURES AROUND PERIMETER AS SHOWN AND DESCRIBED ON SHEETS 4 AND 5.
3. REMOVE ALL TREES WITHIN THE LIMITS OF DISTURBANCE UNLESS OTHERWISE SPECIFIED. DISPOSE OF ALL MATERIAL IN A SAFE AND LEGAL MANNER. SEE
SHEET 2 FOR ADDITIONAL NOTES ON TREE REMOVAL
4. PHASE II CONSTRUCTION INCLUDES EXCAVATION SHOWN ON SHEET 5 AND DAM EMBANKMENT BACKFILL WITH TEMPORARY PIPE IN PLACE. PHASE III
CONSTRUCTION INCLUDES INSTALLING THE WEIR OUTLET STRUCTURE, OUTLET PIPE, REMAINING STRUCTURES, AND COMPLETING THE DAM EMBANKMENT.
5. INSTALL PHASE II IMPERVIOUS DIKE OR APPROVED EQUIVALENT AS SHOWN ON SHEET 5.
6. UPON COMPLETION OF PHASE I DESCRIBED ON SHEET 4, EXCAVATE THE EXISTING DAM AS SHOWN ON SHEET 5 AND REMOVE ALL UNSUITABLE EXCAVATED
MATERIAL FROM SITE IN A SAFE AND LEGAL MANNER. TEMPORARY 48" PIPE MUST BE INSTALLED FOR A MINIMUM OF 60 DAYS PRIOR TO BEGINNING
EXCAVATION. MAINTAIN DRY WORK AREA AND INSTALL DEWATERING DEVICES PER SPECIAL PROVISIONS WHILE PROPOSED DAM CONSTRUCTION IS IN
PROGRESS. DEWATERING PLAN MUST BE APPROVED BY THE CITY PRIOR TO INSTALLATION.
7. THE CITY OR ITS REPRESENTATIVE SHALL INSPECT THE FOUNDATION OF THE DAM PRIOR TO THE BEGINNING OF BACKFILL CROSS SECTIONS OF THE
EXCAVATED AREA MUST BE SURVEYED AT THIS TIME PRIOR TO BACKFILL FOR ANY DEVIATION OF PAYMENT FROM PLAN QUANTITY.
8. BEGIN DAM EMBANKMENT BACKFILL AND INSTALL MATERIAL PER SPECIAL PROVISION 03 TO AN APPROXIMATE ELEVATION OF 766.0.
9. REMOVE PHASE II IMPERVIOUS DIKE AND INSTALL PHASE III IMPERVIOUS DIKE. REMOVE AND DISPOSE OF TEMPORARY PIPE. PROVIDE PUMPING OPERATIONS
AS NECESSARY TO MAINTAIN A DRY WORK AREA PER DETAIL 2/12.
10. PREPARE FOUNDATION FOR ENDWALL, OUTLET PIPE, AND WEIR OUTLET STRUCTURE. CITY'S GEOTECHNICAL REPRESENTATIVE SHALL APPROVE FOUNDATION
PRIOR TO INSTALLATION OF RISER.
11. INSTALL ENDWALL. INSTALL 70 LF OF CLASS III 0 -RING 54" RCP, CONCRETE CRADLE, AND WEIR WALL.
12. COMPLETE CONSTRUCTION OF THE PRINCIPAL SPILLWAY AND FILTER DIAPHRAGM AS SHOWN ON THIS SHEET. WEIRWALL STRUCTURE TO BE CONSTRUCTED AS
SHOWN ON SHEET 9. THE FIRST UPSTREAM JOINT OF THE 54" RCP SHALL BE LOCATED WITHIN FIVE FEET OF THE DOWNSTREAM OUTSIDE EDGE OF THE
WEIRWALL BASE. FILTER DIAPHRAGM AND TOE DRAIN SHALL BE INSTALLED IN LIFTS AS EMBANKMENT IS CONSTRUCTED. FILTER DIAPHRAGM TO BE
INSTALLED AS SHOWN ON DETAIL 1/10. TOE DRAIN TO BE INSTALLED PER DETAIL ON SHEET 6. TOP ELEVATION OF FILTER DIAPHRAGM SHALL BE
APPROXIMATELY TWO FEET BELOW FINAL GRADE.
13. INSTALL 8" DUCTILE IRON BOTTOM DRAIN PIPE AND LEAVE 8" VALVE OPEN.
14. COMPLETE GRADING OF THE EMBANKMENT AS SHOWN ON SHEET 7.
15. INSTALL RIPRAP LINING AS SHOWN ON SHEET 7.
16. COMPLETE POND SEEDING AS SHOWN ON SHEET 7.
17. WHEN GRADING EARTHWORK IS COMPLETE, REMOVE PUMP OR SIPHON.
18. REMOVE TEMPORARY EROSION CONTROL MEASURES AFTER GROUND COVER IS ESTABLISHED AND APPROVAL IS GRANTED FROM CITY AND STATE
INSPECTORS.
19. CLOSE BOTTOM DRAIN VALVE UPON FINAL ACCEPTANCE BY CITY AND ENGINEER OF RECORD.
C.O.
PVC END CAP
6" DIA 90' C.O. WITH VALVE
BOX RING SEE DETAIL
4 TOP OF
EMBANKMENT
12
2.5'
0.5% SLOPE NO. 78M STONE
6" DIA 5' NCDOT 2S SAN[
PERFORATED
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1 TOE DRAIN DETAIL
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VERTICAL
LEGEND:
VERTICAL EXTENT
OF TOE DRAIN
NU I tJ: TOE DRAIN .TO.FILTER PVC OUTLET
SEE SHEET 10 FOR FILTER DRAINAGE DIAPHRAGM DETAILS. DRAIN INV OUT = 760.19
CONCRETE CRADLE SHALL NOT BE INSTALLED WITHIN LIMITS OF FILTER
DIAPHRAGM. NO PIPE JOINTS ON 54" OUTLET PIPE SHALL BE LOCATED WITHIN 1 PRELIMINARY DESIGN -
FOOT OF THE FILTER DIAPHRAGM.
TOE DRAIN PROFILE NOT RELEASED FOR
70% SUBMITTAL CONSTRUCTION
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4 TOP OF
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12
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6" DIA 5' NCDOT 2S SAN[
PERFORATED
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1 TOE DRAIN DETAIL
6 NTS
780
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0 20 40
Scale: 1" = 20'
HORIZONTAL
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VERTICAL
LEGEND:
VERTICAL EXTENT
OF TOE DRAIN
NU I tJ: TOE DRAIN .TO.FILTER PVC OUTLET
SEE SHEET 10 FOR FILTER DRAINAGE DIAPHRAGM DETAILS. DRAIN INV OUT = 760.19
CONCRETE CRADLE SHALL NOT BE INSTALLED WITHIN LIMITS OF FILTER
DIAPHRAGM. NO PIPE JOINTS ON 54" OUTLET PIPE SHALL BE LOCATED WITHIN 1 PRELIMINARY DESIGN -
FOOT OF THE FILTER DIAPHRAGM.
TOE DRAIN PROFILE NOT RELEASED FOR
70% SUBMITTAL CONSTRUCTION
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CONTRACT WORK TASK(S) SHOWN ON THIS SHEET:
1. BACKFILL DAM EMBANKMENT WITH EXCAVATED AND BORROW MATERIAL IN ACCORDANCE WITH SPECIAL PROVISIONS OF PROJECT
MANUAL PROVIDE IMPORTED EMBANKMENT BACKFILL MATERIAL APPROVED BY ENGINEER TO MAKE UP ANY DEFICIT OF AVAILABLE
SUITABLE MATERIAL.
2. FILTER DRAIN SHALL BE INSTALLED IN LIFTS AS EMBANKMENT IS CONSTRUCTED.
3. TOP ELEVATION OF FILTER DRAIN SHALL BE APPROXIMATELY TWO FEET BELOW FINAL GRADE.
4. REMOVE SEDIMENT FROM CHECK DAMS AND INSTALL PLUNGE POOL AS SHOWN.
5. REMOVE IMPERVIOUS DIKE TO MATCH EXISTING GRADE.
6. IMMEDIATELY STABILIZE ALL REMAINING DENUDED AREAS ON DOWNSTREAM FACE, CREST, AND UPSTREAM FACE OF DAM ABOVE
ELEVATION 765.30.
7. CONTRACTOR MUST PREPARE SEEDBED PER SP -06 AND INSTALL 6" OF TOPSOIL PER SP -06. TOP SOIL SHALL BE IMPORTED
FROM OFF —SITE UNLESS OTHERWISE AUTHORIZED BY CITY INSPECTOR.
8. CONTRACTOR TO SEED AND STABILIZE ALL DISTURBED AREAS THROUGHOUT CONSTRUCTION. PERMANENT SEED TO BE APPLIED ON
DAM EMBANKMENT AS SHOWN ON PLAN AND PER SP -07.
9. FINAL GRADE AND ACCEPTABLE COMPACTION SHALL BE ESTABLISHED AS STATED IN THE PROJECT SPECIFICATIONS. ALL ROCKS,
CLODS, VEGETATION AND OBSTRUCTION SHALL BE REMOVED FROM GRADED SURFACES PRIOR TO SEEDING.
10. TEST SOILS FOR ANY NUTRIENT DEFICIENCIES AND SUBMIT SOIL TEST RESULTS TO THE CITY. APPLY ANY TREATMENT SUCH AS
LIME OR FERTILIZERS TO THE SOIL IF NEEDED.
LEGEND
PERMANENT SEED. SEE SP -07,
LANDSCAPE SPECIAL PROVISIONS + + + + +
AND DETAIL 5/11 + + + +
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WHEEL VALVE STEM
CYLINDRICAL INTAKE SCREEN EXTENSION COUPLING
SEE DETAIL 6 0' STEM GUIDE (TYP)
9 3" CORE HOLE FOR
VALVE STEM EXTENSION
WATERTIGHT, FLEXIBLE CONCRETE SPLASH PAD
RUBBER GASKET FOR DIP TO
CONCRETE RISER CONNECTION 8" ANSI /AWWA C517
RESILIENT— SEATED CAST IRON
o s' ECCENTRIC PLUG VALVE
EXTEND 8" DIP AS SHOWN 1.0'
ON PLANS WITH 45' UPWARD
BEND ON FLANGED END
TWO ADDITIONAL TOP
BARS @ TOP OF WALL
1.0
TWO ADDITIONAL TOP
BARS @ TOP OF WALL
1" COVER BETWEEN BAR =I�
AND FEATURE JOINT =I-
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CYLINDRICAL INTAKE
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„� 8 ._„
CYLINDRICAL INTAKE SCREEN
N TS
NOTES:
1. CONCRETE CRADLE SHALL BE 3600 PSI CONCRETE WITH
REINFORCEMENT AS NOTED.
2. CRADLE SHALL BE CAST IN PLACE.
3. SUBGRADE BELOW CRADLE SHALL BE IN ACCORDANCE
WITIH PROJECT SPECIFICATIONS.
4. SEE DETAIL 4/9 FOR BEDDING DETAIL.
MIN. WORK
SPACE
18"
i 1 N Do MIN,
MIN.
#3 STIRRUPS 2.0' O.C.
54" PROP
0 -RING RCP
611 6"
MIN. MIN.
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#3 1.5' O.C.
5 CONCRETE CRADLE
9 N TS
NOTES
1. PREPARE FINAL BREACH GRADE AS "GROUND SURFACE" IN
ACCORDANCE WITH PROJECT SPECIFICATIONS.
2. EXCAVATE TRENCH TO DIMENSIONS SHOWN IN NEWLY PLACED
SOIL MATERIAL. PLACE PIPE IN TRENCH AS SHOWN.
3. INSTALL CONCRETE CRADLE AND OUTLET PIPE PER PROJECT
SPECIFICATIONS AND AS DIRECTED BY ENGINEER.
4. CONTINUE BACKFILL OPERATIONS TO FINAL GRADE.
HYDROPHILIC WATERSTOP
OF NON - BENTONITE
MODIFIED CHLOROPRENE
RUBBER WITH ADHESIVE
BACKING
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N TS
5.0
INITIAL BACKFILL 4 "WATER QUALITY OUTLET \
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0.50 Do
6.0" L
3.0"
ULIAIL ­
REFER TO SHEET 5
9
PRINCIPAL SPILLWAY PIPE BEDDING
N TS
0
20.00
TOP OF WEIR WALL
ELEVATION = 766.60
TOP OF WALL ELEVATION = 768.00
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2.50'
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ELEVATION = 761.70
1 ELEVATION VIEW AT WEIR WALL
N TS
70% SUBMITTAL
SECTION AT OUTLET PIPES
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TOP OF FOOTING
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2— #5 DIAGONALS
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A � A
HDPE I
"A.
> 3.0'
NCDOT 54" DIA
2S SAND O-RING RCP /-6" NON-PERF 6" DIA PERFORATED
OUTLET PVC OUTFALL HDPE
6" NON - PERFORATED — 3.2'
PVC OUTFALL PVC TO DIP
PVC TO DIP COUPLING
COUPLING
6" DIP OUTFALL
6" DIP OUTFALL
PLAN VIEW
_6" DIA 90* C.O. WITH
VALVE BOX RING
PROPOSED GRADE SEE DETAIL
6" DIA 90* C.O. WITH VALVE- SEE SHEET 7
BOX RING SEE DETAIL
@ 6" NON PERFORATED PVC
RISER FOR C.O. (TYP)
C.O.fC.O. C.O. C.O.
2. 0'
N
Y
NCDOT
2S SAND
t
RCP
12.0' PVC END CAP
1.5'
0.5% SLOPEJ No- 78M STONE 0.5% SLOPE
0.55' NCDOT 2S SAND 6"OUTFALL 0.5'
L 6"OUTFALL
35'
L6" DIA
PERFORATED 6" DIA]
HDPE PERFORATED
6" DIA NON-PERFORATED
PVC DISCHARGE
6" DIA DIP DISCHARGE
TO TIE INTO
PROPOSED ENDWALL.
INV OUT AT ENDWALL 760.00'
1.5'
PERFORATED END
CAP OPENINGS
(DRILL 20 - 5/16"
DIA. HOLES
SPACED EVENLY
AS SHOWN)
HDPE 6" DIA 90" C.O. WITH
CROSS SECTION A-A VALVE BOX RING
SEE DETAIL
X
7 X 2
NCDOT 2S SAND --�-:.�*
co
0 6 0
0
0 L �
o o 0
LLJ
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NO. 78M STO
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ly—
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0.5% SLOPE
6" PVC CROSS --:'."'-*".-..'.-.'-'.-......'-.-'.....'..-':
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0.5'
0
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3'-w-]
�
5
TRANSITION COUPLING FROM
6" PVC TO 6" DIP
CROSS SECTION B-B
0 0
0
0 0
0
000 000
0
o/
NP
EMBANKMENT
T iv
FILL
PROP 54"
O-RING RCP
6" DIA
NON-PERFORATED
PVC
6" PVC WYE
DIA PERFORATED END
ANIMAL CONTROL GUARD CAP TO BE PERMANENTLY
DETAIL TO END OF PIPE.
NOTES:
1. AGGREGATE FOR FILTER DRAINAGE DIAPHRAGM SHALL BE NCDOT NO. 78M CLEAN STONE. SAND FOR FILTER SHALL BE
NCDOT 2S SAND.
2. ANIMAL CONTROL GUARD SHALL BE INSTALLED AT THE OUTLET OF THE 6" DIA. FILTER DRAINAGE DIAPHRAGM DISCHARGE
CONDUITS IN THE FORM OF A PERFORATED END CAP AS SHOWN IN THE DETAIL ABOVE.
3. THE ENGINEER SHALL INSPECT AND APPROVE THE FILTER DRAINAGE DIAPHRAGM MATERIALS PRIOR TO CONSTRUCTION.
4. ALL PERFORATED PIPES SHALL HAVE SLOT PERFORATIONS.
5. ALL PIPE OUTSIDE OF FILTER MEDIA TO BE NON-PERFORATED
6. INSTALLATION AND COMPACTION OF SAND MATERIAL SHALL BE COMPLETED PER PROJECT SPECIFICATIONS.
FILTER DRAINAGE DIAPHRAGM DETAIL
ELEVATION
768.0
ELEVATION
764.0
6 DIP
INV = 760.00
c
54" RCP
INV = 761.00
ELEVATION
768.0±
ELEVATION
764.0
6" DIP
INV = 760.00
ELEVATION
r•U11111PAU
6 SPACED @ 11'
"Z" BARS IN TOP
OF FOOTING
SEE WING ELEVATION
BELOW
5
'Om
TION BELOW
2 SPA. @ 2'-6" STR.
FACE 2 -H1, 1-H3,
3 SPA. @ 1'-3" FILL
FACE 3 -H1, 1-H2, 1-H3
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STR. FACE
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WING ELEVATION
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2 - "G"
2"
21'
FILL FACE
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WING WALL
cn
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N1 @ 9"
V1@ 1'-6- 81' 21-6"
✓ING WALL T5 @ 6"
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1' -0"
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11-611
611 - "T"
41-Owl ..
SECTION 13-13
PIPE NOT SHOWN
"Z" BARS
PRINCIPAL SPILLWAY END WALL DETAIL
NTS 10 NTS
FILL FA
IVVIV
1'-6
z
'-10" STR. FACE
-V3, 1 -V4
V4
lizil
1 oil
VARIES
r @ 1' -10"
T4
SECTION A-A
21-611
PRELIMINARY DESIGN
NOT RELEASED FOR
70% SUBMITTAL CONSTRUCTION
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ILL. _jO
NOTES:
1. A STABILIZED ENTRANCE PAD OF #5 WASHED STONE OR RAIL ROAD BALLAST SHALL BE LOCATED WHERE
TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET.
2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE.
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT
ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL
STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
4. ANY SEDIMENT SPILLED DROPPED WASHED OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY.
5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN
WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN
APPROVED SEDIMENT BASIN SEE STD. NO. 30.11B.
6. CDOT MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY (STD. 10.24 & 10.25) TO
ACCESS THE CONSTRUCTION SITE IF THE DRIVEWAY IS ON A THOROUGHFARE.
EXISTING GROUND'
1 1 17/001 DELETE NOTE 6 1
CHARLOTTE - MECKLENBURG 1
LAND DEVELOPMENT
STANDARDS 11
WOVEN FILTER FABRIC
0
I
6' MAX.
SOIL STABILIZATION FABRIC
UNDER #5 WASHED STONE
;= r
PUBLIC STREET
u
t
ti
APPROVED DATE
STABILIZED CONSTRUCTION
ENTRANCE 31 0.11A
GENERAL NOTES:
1.WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF MORE
THAN 30 DAYS.
2.STEEL POSTS SHALL BE 5' -0" IN HEIGHT AND BE OF THE SELF- FASTENER ANGLE STEEL
TYPE.
3.TURN SILT FENCE UP SLOPE AT ENDS.
4.ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING IS ADJACENT
TO SWIM BUFFERS, STREAMS OR WETLANDS (REFER TO SWIM BUFFER GUIDELINES). THE
COLOR ORANGE IS RESERVED FOR VISUAL IDENTIFICATION OF ENVIRONMENTALLY SENSITIVE
AREAS.
5.DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE.
5.SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
7.DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR OTHER
AREAS OF CONCENTRATED FLOW.
STEEL POST
FILTER FABRIC
� WU
G
N4 � FLOW
a^
MAINTENANCE NOTES:
1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY
OR HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING
PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
2.SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF
THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE FABRIC
SHALL BE REPLACED PROMPTLY.
3.SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH APPROX. HALF
THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE
AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE
EXISTING GRADE, PREPARED AND SEEDED.
• aff OF CHARLOTTE 2
Ob LAND DEVELOPMM STANDARDS 1 1 TEMPORARY SILT FENCE
CRARLOrFF DIClADES CHATUM NJ
NAF/NISH UND
LL SLOPE
2' MIN
II II II I II II II
NOTE:
1. DITCH SHOULD HAVE LONGITUDINAL SLOPE OF 1 %.
2. SILT FENCE MAY BE REQUIRED BEHIND BERM
CHARLOTTE - MECKLENBURG
LAND DEVELOPMENT
STANDARDS
SEE 'TEMPORARY SILT
DITCH LOOKING UPSTREAM"
SECTION BELOW FOR DITCH
DIMENSIONS
NOT TO SCALE
30.06A
PACTED BERM
SILT FENCE
SEE NOTE 2
TEMPORARY SILT DITCH
LOOKING UPSTREAM
3 TEMPORARY SILT DITCH
11
APPROVED DATE
30.05
19
4" x 4" PHESSLRE
TREA E7 WOOD 11DST
PAINILL WITHE
� 1
e1 I.g
I J .
2OrdcRETE
k 1 -0 k
4" x 'HESjUH-
TREATED WOOD EST
PAINIEE WHIL=
0/4 MEC JV DEF NT j VERLY (MD_).
EAR LE -_'ADE, E,TER :R PL'('/,COD
5" A 1/­ 2" STAINL=SS STEEL OR
- GAL'✓ANILED CAH.FAGE IiOL WI H
NUTS ,N: WASHERS (T-Pi
4" a 4" FEESSURE
- T'.EATED 'NCOD PAST
PAINTED `N LIT-
DIAbAETEE
DREA0..AV ^/A I _-LE
aac�r
II :II
GRADE /SLOPE MEP VARr,
h AI TD BE INSTALL —D 1 I I I p
LEJE ?. AB E GRADE CONCRETE
AT :FENTFRI INF - Of.
SLOP STAGGED P�:=
OR 15E LN,E PCSTS I I gal 1=va
AE NE -LED
CONCRETE
- c,.�,c
ELEVATION VIEW SECTION ON CENTERLINE NOT TO SCALE
• CITY OF CHARLOTTE PROJECT NAME: NORTHPARK POND
LAND DEVELOPMENT STANDARDS
STANDARD PROJECT SIGN STD. NO REV.
CFIABIATTF._ INCLUDES CHARLOTTE ETJ OO.00A
PROJECT SIGN NOTES:
1. THE PROJECT SIGN SHALL BE PLACED IN A LOCATION, FACING TRAFFIC, AS APPROVED BY THE ENGINEER AND THE CITY. THE
PROJECT SIGN SHALL NOT IMPEDE TRAFFIC, VISION, OR ACCESS TO THE CONSTRUCTION SITE OR ADJACENT PROPERTIES.
2. THE PROJECT SIGN SHALL BE INSTALLED 72 HOURS PRIOR TO COMMENCING CONSTRUCTION AND MAINTAINED THROUGHOUT
THE PROJECT DURATION. THE CONTRACTOR SHALL DISPOSE OF THE PROJECT SIGN, FILL IN THE POST HOLES, AND RESTORE
VEGETATION, WHEN THE PROJECT IS SUBSTANTIALLY COMPLETE AS DIRECTED BY THE CITY.
3. POST HOLES SHALL BE A MINIMUM OF 12" IN DIAMETER AND 3' -6" DEEP. THE PROJECT SIGN POST HOLES SHALL BE
FILLED WITH 6" OF CONCRETE. THE POSTS SHALL BE INSTALLED 3' BELOW GROUND AND THE POST HOLES SHALL BE FILLED
WITH CONCRETE.
4. THE PROJECT SIGN BOARD SHALL BE 4' -0" x 8' -0" x 3/4" MEDIUM DENSITY OVERLAY (MDO), MARINE GRADE, EXTERIOR
PLYWOOD.
5. POSTS SHALL BE COMPOSED OF 4" x 4" PRESSURE TREATED WOOD, MEASURE 10' IN LENGTH, AND CONTAIN A 1" DIAMETER
BREAK AWAY HOLE.
6. FASTENERS SHALL CONSIST OF 5" x Yz" STAINLESS STEEL OR GALVANIZED CARRIAGE BOLTS WITH NUTS AND WASHERS.
7. ALL COLORS, WITH THE EXCEPTION OF THE CITY LOGOS, SHALL BE IN ACCORDANCE WITH THE COLOR CHART PROVIDED ON
THIS DETAIL OR APPROVED EQUAL.
H. STANDARD LOGOS SHALL BE OBTAINED FROM THE CITY OF CHARLOTTE. ALL DIMENSIONS, STYLES, COLORS, AND TRADEMARKS
SHALL BE ADHERED TO.
9. THE PROJECT SIGN SHALL BE PAINTED ON ALL SIDES WITH
TWO (2) COATS OF EXTERIOR WHITE PRIMER, ONE (1) COAT
OF EXTERIOR NAVY BLUE SEMI -GLOSS FINISH, AND ONE (1)
COAT OF EXTERIOR BLACK SEMI -GLOSS FINISH FORMING A
2" WIDE BORDER (ON THE FRONT SIDE ONLY). THE
PROJECT SIGN POSTS SHALL BE PAINTED ON ALL SIDES
WITH TWO (2) COATS OF EXTERIOR WHITE PRIMER AND ONE
(1) COAT OF EXTERIOR WHITE SEMI -GLOSS FINISH.
COLOR SCHEDULE CHART
COLOR
HEX ( HEXADECIMAL #)
T FFrIiJi9 OFAISIT" OVFR AY 11D01,
4" FH -SUIBE IKEA EJ WOOD 'OSI FAINIEJ VHIIE —y �,'x'I
,...
00 00 00
61AFI JE - 'FAJE, E EH CR PL' NCOD--�
( - �. `�'
008000
0 128 0
�.. �.. �..
TOP VIEW ��
5 ;.. 1 c" STAINE -S STEEL OR
1' x E AREA -0 E=
WHITE
GALVAIUF'ED CARRAGE B0L WITH
PAI'`dl -D N'F IE U /IIH
5 -°
NUTS ArA� WsHEHS (rP)
cuRFENT OvsWS LoGC IN
»C.,4" „2,
",
APPRC'RIAT= 0" OR FCRMAT
= 2• 6, 8"
1' , 6' S' 4' 2
3/4 4"
I' ;, ” -E" AR =A TO RD
Deertongue
All soil in planting areas shall be tested and the
Panicum virgatum
PAINTED 'NFTE WITH
—
rate of fertilization and lining shall be in
Little Blue Stem
—Cr( OF CHAFLCTTE
Tripsacum dactyloides
accordance with the test results.
10%
W U
N E
The planting of any species of fescue grass along
Total
100
or adjacent to streams and channels is prohibited
LESS IN APFROPEIF E
COLOP FOIMwT
W
a W
unless otherwise approved by the Engineer.
W O
N U
All areas shall be mulched for erosion control upon
0 U
UJ r, 0
completion of construction activities or as directed
C Q
Q N 0) G
of U O Z
IM
O Z I a>
C I
IL' 00 C
sw....
(BETE SIDES;
L= �. ` oLrxR
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C W
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C71AliL0TfL�_
FAINTED RI Ar:1<
-
NORTHP_ARK PO_ ND1
IIIGI L�FrLCIn.a
-
j
i
WITH 3` SPACING
j
IMPROVEMENTS
PROJECT
FAINTED WHITE
„ H 14 F
5
- -
m
CONBULTANi(DE8IGNEF# WK Dickson
- a
CITY INSPECTOR'
"
—TFR 1A ;
704 736 -XXXX
i
WITH 2'
FROJECr ADMINSTAATION: CR of Charlotte
Y
2 Illrl LCfTCRIV�
CONSTRUCTION MANAGER.
GENERAL CONTRACTOR. xxxxxxxxxxxxi
WITI 1°
-
TEL
PAINf
Gary re 08
-
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FAINTED WHI TE
TF
PRWECTCOMPLE71ON DATE: December2
14. PROJECT MANAGER.
www... / nhVatormwater
Tom Purvis 704- 336-7923
G.5'.
19
4" x 4" PHESSLRE
TREA E7 WOOD 11DST
PAINILL WITHE
� 1
e1 I.g
I J .
2OrdcRETE
k 1 -0 k
4" x 'HESjUH-
TREATED WOOD EST
PAINIEE WHIL=
0/4 MEC JV DEF NT j VERLY (MD_).
EAR LE -_'ADE, E,TER :R PL'('/,COD
5" A 1/­ 2" STAINL=SS STEEL OR
- GAL'✓ANILED CAH.FAGE IiOL WI H
NUTS ,N: WASHERS (T-Pi
4" a 4" FEESSURE
- T'.EATED 'NCOD PAST
PAINTED `N LIT-
DIAbAETEE
DREA0..AV ^/A I _-LE
aac�r
II :II
GRADE /SLOPE MEP VARr,
h AI TD BE INSTALL —D 1 I I I p
LEJE ?. AB E GRADE CONCRETE
AT :FENTFRI INF - Of.
SLOP STAGGED P�:=
OR 15E LN,E PCSTS I I gal 1=va
AE NE -LED
CONCRETE
- c,.�,c
ELEVATION VIEW SECTION ON CENTERLINE NOT TO SCALE
• CITY OF CHARLOTTE PROJECT NAME: NORTHPARK POND
LAND DEVELOPMENT STANDARDS
STANDARD PROJECT SIGN STD. NO REV.
CFIABIATTF._ INCLUDES CHARLOTTE ETJ OO.00A
PROJECT SIGN NOTES:
1. THE PROJECT SIGN SHALL BE PLACED IN A LOCATION, FACING TRAFFIC, AS APPROVED BY THE ENGINEER AND THE CITY. THE
PROJECT SIGN SHALL NOT IMPEDE TRAFFIC, VISION, OR ACCESS TO THE CONSTRUCTION SITE OR ADJACENT PROPERTIES.
2. THE PROJECT SIGN SHALL BE INSTALLED 72 HOURS PRIOR TO COMMENCING CONSTRUCTION AND MAINTAINED THROUGHOUT
THE PROJECT DURATION. THE CONTRACTOR SHALL DISPOSE OF THE PROJECT SIGN, FILL IN THE POST HOLES, AND RESTORE
VEGETATION, WHEN THE PROJECT IS SUBSTANTIALLY COMPLETE AS DIRECTED BY THE CITY.
3. POST HOLES SHALL BE A MINIMUM OF 12" IN DIAMETER AND 3' -6" DEEP. THE PROJECT SIGN POST HOLES SHALL BE
FILLED WITH 6" OF CONCRETE. THE POSTS SHALL BE INSTALLED 3' BELOW GROUND AND THE POST HOLES SHALL BE FILLED
WITH CONCRETE.
4. THE PROJECT SIGN BOARD SHALL BE 4' -0" x 8' -0" x 3/4" MEDIUM DENSITY OVERLAY (MDO), MARINE GRADE, EXTERIOR
PLYWOOD.
5. POSTS SHALL BE COMPOSED OF 4" x 4" PRESSURE TREATED WOOD, MEASURE 10' IN LENGTH, AND CONTAIN A 1" DIAMETER
BREAK AWAY HOLE.
6. FASTENERS SHALL CONSIST OF 5" x Yz" STAINLESS STEEL OR GALVANIZED CARRIAGE BOLTS WITH NUTS AND WASHERS.
7. ALL COLORS, WITH THE EXCEPTION OF THE CITY LOGOS, SHALL BE IN ACCORDANCE WITH THE COLOR CHART PROVIDED ON
THIS DETAIL OR APPROVED EQUAL.
H. STANDARD LOGOS SHALL BE OBTAINED FROM THE CITY OF CHARLOTTE. ALL DIMENSIONS, STYLES, COLORS, AND TRADEMARKS
SHALL BE ADHERED TO.
9. THE PROJECT SIGN SHALL BE PAINTED ON ALL SIDES WITH
TWO (2) COATS OF EXTERIOR WHITE PRIMER, ONE (1) COAT
OF EXTERIOR NAVY BLUE SEMI -GLOSS FINISH, AND ONE (1)
COAT OF EXTERIOR BLACK SEMI -GLOSS FINISH FORMING A
2" WIDE BORDER (ON THE FRONT SIDE ONLY). THE
PROJECT SIGN POSTS SHALL BE PAINTED ON ALL SIDES
WITH TWO (2) COATS OF EXTERIOR WHITE PRIMER AND ONE
(1) COAT OF EXTERIOR WHITE SEMI -GLOSS FINISH.
COLOR SCHEDULE CHART
COLOR
HEX ( HEXADECIMAL #)
RGB ( RED, GREEN, BLUE)
BLACK
00 00 00
0 0 0
GREEN
008000
0 128 0
NAVY BLUE
00 00 80
0 0 128
WHITE
FF FF FF
255 255 255
10. ALL PROJECT SIGN LETTERING SHALL BE WHITE AND SHALL ALL COLORS HAVE PRECISECOLOR REFERENCES SHOWN ON THIS
FOLLOW THE HEIGHT AND SPACING AS INDICATED ON THE CHART AND DETAIL. ALWAYS USE THE EXACT COLOR VALUES
DETAIL. LETTER SIZES REFLECT HEIGHT DIMENSIONS FOR LISTED. DO NOT USE SCREENS OR TINTS FOR ANY OF THE
CAPITAL LETTERS. COLORS FOR ANY PART OF THE CITY LOGOS.
NOT TO SCALE
• CITY OF CHARLOTTE PROJECT CAME; NCRTHPARK POND
LAND DEVELOPMENT STANDARDS STANDARD PROJECT SIG STD. ND.
T� INCLUDES CHARLOTTE ETd OO.00B
4 STANDARD PROJECT SIGN
11
Scientific Name
SEEDING
MIXTURE
20 Ibs /acre of: SEE CHART
And -pogon glomeratus
Bushy Broomsedge
SEEDING
OPTIMAL SEEDING MONTHS: NOVEMBER, FEBRUARY, OR MARCH
Sedge, Fringed
5%
DATES
Sedge, Shallow
5%
Carex soicta
SEEDING
Temporary seeding will be required on all stream
Elymus virgin!—
Virginia Wildrye
25%
restoration areas disturbed following all land
Fmple Lovegrasa
10%
AMENDMENTS
disturbing activities.
5%
Panicum clandestinum
Deertongue
All soil in planting areas shall be tested and the
Panicum virgatum
Switchgrass
10%
rate of fertilization and lining shall be in
Little Blue Stem
10%
Tripsacum dactyloides
accordance with the test results.
10%
W U
N E
The planting of any species of fescue grass along
Total
100
or adjacent to streams and channels is prohibited
41 W
W
a W
unless otherwise approved by the Engineer.
W O
N U
All areas shall be mulched for erosion control upon
0 U
UJ r, 0
completion of construction activities or as directed
C Q
Scientific Name
Common Name
Percent Mix
And -pogon glomeratus
Bushy Broomsedge
5%
Carex crirtita
Sedge, Fringed
5%
Caret lurida
Sedge, Shallow
5%
Carex soicta
Sedge, Tussock
5 %
Elymus virgin!—
Virginia Wildrye
25%
Eragrostis spectabilis
Fmple Lovegrasa
10%
Muhlenbergia capillaris
Hairawn Muhly
5%
Panicum clandestinum
Deertongue
10%
Panicum virgatum
Switchgrass
10%
Schizachyrlum scopanum
Little Blue Stem
10%
Tripsacum dactyloides
Eastern Gamagrass
10%
W U
N E
Em m
Total
100
by the Engineer.
NOTE 1
Ground Cover -- Wherever land disturbing activity is undertaken on a tract comprising more than one (1) acre, a ground
cover sufficient to restrain erosion must be planted or provided within 21 calendar days.
NOTE 2
Graded slopes and fills -- Within 21 calendar days, or completion of any phase of grading, whichever period is shorter,
slopes shall be planted or otherwise provided with ground cover, devices, or structures sufficient to restrain erosion.
,q PERMANENT SEEDING FOR STREAM BANK STABILIZATION
71 TEMPORARY SEEDING FOR SUMMER AND WINTER SEASONS
Seed Mix A - Winter (Select at least 2)
Scientific Name
Common Name
Seeding Rate
Echinochloa frumentacea
Japanese Millet
Apply at 25 lb /ac
Hordeum sp.
Barley
Secale cereale
Winter Rye
Seed Mix B - Summer (Select at least 2)
Panicum ramosum
Browntop Millet
Apply at 25 lb /ac
Pennisetum glaucum
Pearl Millet
Setaria italica
German Foxtail Millet ( Foxtail
bristlegrass)
October through April Plant Winter Mix
February 15 through April Winter Mix and Replant with Summer Mix in May
May through September Plant Summer Mix
July 15 through September Summer Mix and Replant with Winter Mix in October
B TEMPORARY SEEDING AND MULCHING
FOR STREAM BANK STABILIZATION
GENTLE SLOPES STEEP SLOPES
SEEDING
MIXTURE
220 Ibs /acre of tall fesue
220 Ibs /acre tall fescue
FALL: August 25 - October
FALL: August 25 - October 15
cover sufficient to restrain
Late winter: February 15 - April 15
Late winter: February 15 - April 15
SEEDING
To extend spring seeding into June, add
To extend spring seeding into June, add
DATES
15 Ibs /acre hulled Bermudagrass
15 Ibs /acre hulled Bermudagrass*
SEEDING
Apply lime and fertilizer per soil tests, or 4000
Apply lime and fertilizer per soil tests, or 4000
AMENDMENTS
Ibs /acre limestone and 1000 Ibs /acre 10 -10 -10
Ibs /acre limestone and 1000 Ibs /acre 10 -10 -10
SEEDING
fertilizer.
fertilizer.
NOTE 1 * DO NOT USE ON CHANNELS
Ground Cover -- Wherever land disturbing activity is undertaken on a tract comprising more than one (1) acre, a ground
cover sufficient to restrain erosion must be planted or provided within 15 working days or 90 calendar days.
NOTE 2
Graded slopes and fills -- Within 21 calendar days, or completion of any phase of grading, whichever period is shorter,
slopes shall be planted or otherwise provided with ground cover, devices, or structures sufficient to restrain erosion.
NOTE 3
Seeding mix for dam embankment shall be hydraulically applied and shall be fiber reinforced. The rate of application shall be
a minimum of 4,000 Ibs /acre.
C PERMANENT SEEDING SCHEDULE
NOT FOR USE IN CHANNELS
TEMPORARY SEEDING FOR WARM AND COOL SEASON
EARLY SUMMER SEASON STEEP SLOPES
SEEDING
MIXTURE
120 Ibs /acre of German millet
120 Ibs /acre Rye (grain)
May 1 - August 15
October 25 - December 30
cover sufficient to restrain
erosion must be planted or provided within 15 working days or 90 calendar days.
Apply 4000 Ibs /acre straw or equivalent
SEEDING
Refertilize if growth is not fully adequate.
hydroseeding.
DATES
_J (j U
O
SEEDING SCHEDULE
Apply 4000 Ibs /acre straw or equivalent
D
hydroseeding.
O 1-
SEEDING
Apply lime and fertilizer per soil tests, or 2000
Apply lime and fertilizer per soil tests, or 2000
AMENDMENTS
Ibs /acre limestone and 750 Ibs /acre 10 -10 -10
Ibs /acre limestone and 750 Ibs /acre 10 -10 -10
MM p
fertilizer.
fertilizer.
5 SEEDING DETAILS
11 "TS PRELIMINARY DESIGN —
NOT RELEASED FOR
70% SUBMITTAL CONSTRUCTION
* DO NOT USE ON CHANNELS
NOTE 1
Ground Cover -- Wherever
land disturbing activity is undertaken on a tract comprising more than one (1) acre, a ground
cover sufficient to restrain
erosion must be planted or provided within 15 working days or 90 calendar days.
NOTE 2
Graded slopes and fills --
Within 21 calendar days, or completion of any phase of grading, whichever period is shorter,
slopes shall be planted or otherwise provided with ground cover, devices, or structures sufficient to restrain erosion.
_J (j U
O
SEEDING SCHEDULE
D
N O
O 1-
(SEASONAL)
Z C 0
NOT FOR USE IN CHANNELS
5 SEEDING DETAILS
11 "TS PRELIMINARY DESIGN —
NOT RELEASED FOR
70% SUBMITTAL CONSTRUCTION
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TYPICAL TREE
TO BE REMOVED
DEAD TREES & SCRUB GROWTH, INCLUDING CUT TREE APPROXIMATLEY
TREES LESS THAN OR EQUAL TO 6" IN DIA., �2' ABOVE GROUND
SHALL BE CUT FLUSH WITH ADJACENT GRADE.
NO GRUBBING ALLOWED UNDER DRIP LINE.
REMOVE ROOT MASS AND
BACKFILL WITH EMBANKMENT
SELECT MATERIAL PER
SPECIAL PROVISIONS.
III III
7­�
2' NOTES:
1. CUT TREE APPROXIMATELY 2 FEET ABOVE GROUND
2. REMOVE STUMP AND ROOT MASS.
3. REMOVE REMAINING ROOTS AND LOOSE SOIL.
4. GRADE BOTTOM OF ROOT MASS CAVITY APPROXIMATELY FLAT.
5. BACKFILL CAVITY WITH WELL COMPACTED EMBANKMENT SELECT MATERIAL
PER SPECIAL PROVISIONS.
-III III
TIE IN TO PROPOSED
MAX EMBANKMENT AT 2:1�
14" 0 CONCRETE
PROTECTOR PAD
6" DEPTH
PREP NKN
TIE IN TO PROPOSED
EMBANKMENT AT 2:1
MAX
6" DIA 90• C.O.
WITH VALVE BOX
RING
COMBINATION LONG
TURN PATTERN Y
AND 1/8" BEND
PVC FITTING
FLOW - 6" PVC
CLEAN OUT - PVC
TREE REMOVAL & BACKFILL
N TS
TIE IN TO PROPOSED
EMBANKMENT AT 2:1
MAX
OP �AENS TIE IN TO PROPOSED 6" DIA 90' C.O.
gpN j// EMBANKMENT ATMAX Wm VALVE RING1
14" 0 CONCRETE
PROTECTOR " DEPTH OP
3�
6" SCH 40 PVC
COMBINATION LONG
TURN PATTERN Y
AND 1/8" BEND
HDPE FITTING
FLOW � 6" HDPE
3.1
PR�PsNK�
HDPE
CLEAN OUT - HDPE
NITS I 12 N TS
GENERAL NOTES:
1. UNDERCUT 30" OR AS DIRECTED BY ENGINEER.
2. BACKFILL 6" SUITABLE FILL MATERIAL AND COMPACT.
3. INSTALL FILTER FABRIC.
4. CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO ENSURE THAT
UNDERLYING FILTER FABRIC IS NOT PUNCTURED DURING PLACEMENT OF RIPRAP.
5. INSTALL 6" OF #57 STONE.
6. INSTALL 18" CLASS 1 RIP -RAP.
7. KEY -IN FILTER FABRIC AT TOP AND BOTTOM OF SLOPE PER MANUFACTURER'S
RECOMMENDATION.
FILTER - FABRIC "v V v
��� RIP -RAP DISSIPATER DETAIL
N TS
NOTES:
PLACE 6" x 6" CHECK SLOTS AT 30' INTERVALS ALONG THE
1.
EXCAVATION SHALL BE PERFORMED ONLY IN DRY AND /OR
EMBANKMENT AND WEIR. SEE FIGURE 2.
OR AS NECESSARY TO TIE
ISOLATED SECTIONS.
2.
IMPERVIOUS DIKES OR OTHER APPROVED METHODS
CUT 4" x 4" TRENCH ALONG TOP OF EMBANKMENT FOR MAT
AT THE LOWER END OF THE PROJECT AS SHOWN ON SHEET 6.
SHOULD BE USED TO ISOLATE WORK AREAS FROM BASE
TERMINATION AS SHOWN IN FIGURE 3. EXTEND MAT TO THE
ANCHOR TRENCH TO BE A MINIMUM OF 1' OFF OF TOE OF BANK.
FLOW.
EDGE OF PAVEMENT OR 3 FEET PAST TOP OF EMBANKMENT.
3.
THE CONTRACTOR SHALL NOT DISTURB MORE AREA THAN
BEGINNING AT THE CENTER OF THE EMBANKMENT AT THE
PLACE 6" x 6" CHECK SLOTS AT 30' INTERVALS ALONG THE
CAN BE STABILIZED IN ONE WORKING DAY.
DAM EMBANKMENT
4.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR
OF THE ROLL IN ANCHOR TRENCH AND SECURE WITH
DETERMINING PUMP SIZE SUFFICIENT TO PUMP 10 -YR
BIODEGRADABLE STAKES OR PINS. SEE FIGURE 1.
CUT 4" x 4" TRENCH ALONG TOP OF BANK FOR MAT
FLOW RATE OF XX,XXX GALLONS PER MINUTE, OR
TERMINATION AS SHOWN IN FIGURE 3. EXTEND MAT 3 FEET
OTHERWISE BYPASS 10 -YR FLOW.
PLACE ADJACENT ROLLS IN THE ANCHOR TRENCH WITH A
5.
DIKE MUST BE CONSTRUCTED OF NON- ERODIBLE
MINIMUM OF 3" OVERLAP. SECURE WITH BIODEGRADABLE STAKES
Z
MATERIALS SUCH AS SANDBAGS. SEE DETAIL 3/12 OR
WORK AREA
BEGINNING AT THE DOWNSTREAM END OF THE AREA TO BE LINED,
OTHER APPROVED MATERIALS.
y
SEQUENCE OF CONSTRUCTION FOR TYPICAL PUMP AROUND
DO NOT MULCH AREAS WHERE MAT IS TO BE INSTALLED.
1.
INSTALL SPECIAL STILLING BASIN AND STABILIZED
DEWATERING PUMP
CHECK SLOT OR TERMINAL ANCHOR.
OUTFALL USING CLASS A RIP RAP AT THE DOWNSTREAM
SEEDING "
UNROLL ADJACENT ROLLS IN SAME MANNER, WITH A MINIMUM OF
END OF THE DESIGNATED PROJECT WORKING AREA.
SEE SHEET 11 FOR SEEDING REQUIREMENTS.
2.
THE CONTRACTOR WILL INSTALL THE PUMP AROUND PUMP
a-
+'
07,5
AND THE TEMPORARY PIPING THAT WILL CONVEY THE
APPLY SEED TO SOIL BEFORE PLACING MATTING.
STAPLE AT 12" INTERVALS ALONG OVERLAP.
BASE FLOW FROM UPSTREAM OF THE WORK AREA TO THE
0
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STABILIZED OUTFALL.
3.
INSTALL UPSTREAM IMPERVIOUS DIKE AND BEGIN PUMPING
INSTALLATION - EMBANKMENT
MAT IN CHECK SLOT, FOLD BACK AGAINST ITSELF, ANCHOR
OPERATIONS FOR STREAM DIVERSION.
4.
INSTALL THE DOWNSTREAM IMPERVIOUS DIKE AND
1
ROLLING MAT UPSTREAM. SEE FIGURE 2.
DEWATERING PUMPING APPARATUS IF NEEDED TO
WHAT AREAS ARE TO RECEIVE EROSION CONTROL MATTING.
H r-
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DEWATER THE ENTRAPPED AREA. THE PUMP AND HOSE
BEGIN NEW ROLLS IN CHECK SLOT, AND OVERLAP ENDS MINIMUM
FOR THIS PURPOSE SHALL BE OF SUFFICIENT SIZE TO
SPECIAL STILLING
OF 1'.
DEWATER THE WORK AREA. THIS WATER WILL ALSO BE
BASIN LOCATION
0
PUMPED TO AN OUTFALL STABILIZED WITH CLASS A RIP
OVER THE LOWER ELEVATION MAT.
SEE FIGURE 3 FOR TERMINATION AT UPSTREAM END.
RAP.
C
5.
THE CONTRACTOR WILL PERFORM WORK IN ACCORDANCE
EDGES SHOULD BE SHINGLED AWAY FROM THE FLOW OF WATER.
INSTALLATION - STREAM BANK
WITH THE PLAN AND FOLLOWING THE GENERAL
LAY MAT LOOSE TO ALLOW CONTACT WITH SOIL.
SEE GRADING NOTES ON SHEET 7 FOR INFORMATION REGARDING
CONSTRUCTION SEQUENCE.
DO NOT STRETCH TIGHT.
6.
THE CONTRACTOR WILL EXCAVATE ANY ACCUMULATED
ANCHOR MAT USING BIODEGRADABLE STAKES OR PINS.
OVERLAP ADJACENT MATS 3" AND ANCHOR EVERY 12" ACROSS
SILT AND DEWATER BEFORE REMOVAL OF THE IMPERVIOUS
TEMPORARY ROCK
THE OVERLAP. THE HIGHER ELEVATION MAT SHOULD BE PLACED
DIKE. WHEN DEWATERING, ALL DIRTY WATER MUST BE
DAM AS SHOWN
OVER THE LOWER ELEVATION MAT.
PUMPED THROUGH A SPECIAL STILLING BASIN. REMOVE
ON SHEET 5
IMPERVIOUS DIKES, PUMPS, AND TEMPORARY FLEXIBLE
ON SHEET 7. ANCHOR TRENCH TO BE A MINIMUM OF 3' OFF OF
EDGES SHOULD BE SHINGLED AWAY FROM THE FLOW OF WATER.
HOSE /PIPING STARTING WITH THE DOWNSTREAM DIKE
TOE OF EMBANKMENT. SEE FIGURE 1 FOR INITIAL ANCHOR
m
FIRST.
TRENCH.
7.
ONCE THE WORKING AREA IS COMPLETED, REMOVE ALL
STABILIZED
DO NOT STRETCH TIGHT.
RIP RAP AND IMPERVIOUS DIKES AND STABILIZE
OUTFALL CLASS
5 EROSION CONTROL MATTING INSTALLATION
DISTURBED AREAS WITH SEED AND MULCH.
A STONE
8
ALL WORK MUST BE COMPLETED BEFORE REMOVING
IMPERVIOUS DIKE.
D /RECT /O/V 01c-
FIGURE 1
INTITIAL ANCHOR
TRENCH
IIII
BASE POND
FLOW
CLASS A STONE
INTAKE HOSE
IMPERVIOUS DIKE
DETAIL 3/13 OR
OTHER APPROVED
METHODS
DEWATERING
PUMP OR SIPHON
FILTER FABRIC
8" OF CLASS A STONE
EXISTING
CHANNEL
SPECIAL STILLING BASIN PROFILE
DEWATERING DETAILS
N TS
/RECT /O/V OF FL OIL --------
L
',,,-START NEW
ROLL IN
STAKE CHECK SLOT,
AT 1' OVERLAP
INTERVALS MINIMUM 1'
FIGURE 2
INTERMITTENT CHECK SLOT /
BEGINNING OF NEW ROLL
G�0
Q\
NOTE:
1. CONTRACTOR SHALL FOLLOW CONSTRUCTION
SEQUENCE AS NOTED ON CONTRACT
DRAWINGS.
2. HEIGHT OF DIKE VARIES. REFER TO PLAN DOWNSTREAM
VIEW FOR HEIGHT OF DIKE.
IMPERVIOUS POLYETHYLENE
MEMBRANE ON FACE 20 MIL THICK
�I 3' -0"
1'- 0"
w N
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SANDBAGS, CLASS 1 RIP RAP OR
OTHER NON- ERODIBLE MATERIAL
STAKE
AT 1'
INTERVALS
1111
L4 F
I
.-
FIGURE 3
TOP OF
EMBANKMENT /BANK
TERMINATION
INSTALLATION NOTES:
PLACE 6" x 6" CHECK SLOTS AT 30' INTERVALS ALONG THE
ANCHOR MAT USING BIODEGRADABLE STAKES OR PINS.
EMBANKMENT AND WEIR. SEE FIGURE 2.
OR AS NECESSARY TO TIE
EXCAVATE INITIAL ANCHOR TRENCH 12 "X6" ACROSS TOE OF BANK
SITE PREPARATION
CUT 4" x 4" TRENCH ALONG TOP OF EMBANKMENT FOR MAT
AT THE LOWER END OF THE PROJECT AS SHOWN ON SHEET 6.
GRADE AND COMPACT AREA.
TERMINATION AS SHOWN IN FIGURE 3. EXTEND MAT TO THE
ANCHOR TRENCH TO BE A MINIMUM OF 1' OFF OF TOE OF BANK.
EDGE OF PAVEMENT OR 3 FEET PAST TOP OF EMBANKMENT.
SEE FIGURE 5 FOR TOE SLOPE ANCHOR TRENCH.
REMOVE ALL ROCKS, CLODS, VEGETATION, AND OBSTRUCTIONS SO
BEGINNING AT THE CENTER OF THE EMBANKMENT AT THE
PLACE 6" x 6" CHECK SLOTS AT 30' INTERVALS ALONG THE
THAT MATTING WILL HAVE DIRECT CONTACT WITH THE SOIL.
DOWNSTREAM END OF THE AREA TO BE LINED, PLACE THE END
BANK. SEE FIGURE 2.
PREPARE SEEDBED BY LOOSENING 3 TO 4 INCHES OF TOPSOIL
OF THE ROLL IN ANCHOR TRENCH AND SECURE WITH
ABOVE FINAL GRADE.
BIODEGRADABLE STAKES OR PINS. SEE FIGURE 1.
CUT 4" x 4" TRENCH ALONG TOP OF BANK FOR MAT
TERMINATION AS SHOWN IN FIGURE 3. EXTEND MAT 3 FEET
TEST SOILS FOR ANY NUTRIENT DEFICIENCIES AND SUBMIT SOIL
PLACE ADJACENT ROLLS IN THE ANCHOR TRENCH WITH A
PAST TOP OF BANK.
TEST RESULTS TO THE CITY. APPLY ANY TREATMENT SUCH AS
MINIMUM OF 3" OVERLAP. SECURE WITH BIODEGRADABLE STAKES
Z
LIME OR FERTILIZERS TO THE SOIL IF NEEDED.
OR PINES, BACKFILL ANCHOR TRENCH, AND COMPACT SOIL.
BEGINNING AT THE DOWNSTREAM END OF THE AREA TO BE LINED,
y
PLACE THE END OF THE ROLL IN TOE SLOPE ANCHOR TRENCH
DO NOT MULCH AREAS WHERE MAT IS TO BE INSTALLED.
UNROLL MAT OVER COMPACTED ANCHOR TRENCH, STOP AT NEXT
AND SECURE WITH BIODEGRADABLE STAKES OR PINS. SEE
Z0
CHECK SLOT OR TERMINAL ANCHOR.
FIGURE 5.
SEEDING "
UNROLL ADJACENT ROLLS IN SAME MANNER, WITH A MINIMUM OF
PLACE ADJACENT ROLLS IN THE ANCHOR TRENCH WITH A
SEE SHEET 11 FOR SEEDING REQUIREMENTS.
3" OF OVERLAP.
MINIMUM OF 3" OVERLAP. SECURE WITH BIODEGRADABLE STAKES
a-
+'
07,5
OR PINES, BACKFILL ANCHOR TRENCH, AND COMPACT SOIL.
APPLY SEED TO SOIL BEFORE PLACING MATTING.
STAPLE AT 12" INTERVALS ALONG OVERLAP.
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UNROLL MAT OVER COMPACTED ANCHOR TRENCH, STOP AT NEXT
FOLD AND SECURE MAT ROLLS TIGHTLY INTO CHECK SLOTS. LAY
CHECK SLOT OR TERMINAL ANCHOR.
INSTALLATION - EMBANKMENT
MAT IN CHECK SLOT, FOLD BACK AGAINST ITSELF, ANCHOR
THROUGH BOTH LAYERS, BACKFILL AND COMPACT SOIL, CONTINUE
UNROLL ADJACENT ROLLS IN SAME MANNER, WITH A MINIMUM OF
SEE GRADING NOTES ON SHEET 7 FOR INFORMATION REGARDING
ROLLING MAT UPSTREAM. SEE FIGURE 2.
3" OF OVERLAP.
WHAT AREAS ARE TO RECEIVE EROSION CONTROL MATTING.
H r-
W O
0
BEGIN NEW ROLLS IN CHECK SLOT, AND OVERLAP ENDS MINIMUM
STAPLE AT 12" INTERVALS ALONG OVERLAP.
OVERLAP ADJACENT MATS 3" AND ANCHOR EVERY 12" ACROSS
OF 1'.
THE OVERLAP. THE HIGHER ELEVATION MAT SHOULD BE PLACED
0
FOLD AND SECURE MAT ROLLS TIGHTLY INTO CHECK SLOTS. LAY
OVER THE LOWER ELEVATION MAT.
SEE FIGURE 3 FOR TERMINATION AT UPSTREAM END.
MAT IN CHECK SLOT, FOLD BACK AGAINST ITSELF, ANCHOR
C
Q N 0) 6
THROUGH BOTH LAYERS, BACKFILL AND COMPACT SOIL, CONTINUE
EDGES SHOULD BE SHINGLED AWAY FROM THE FLOW OF WATER.
INSTALLATION - STREAM BANK
ROLLING MAT UPSTREAM. SEE FIGURE 2.
LAY MAT LOOSE TO ALLOW CONTACT WITH SOIL.
SEE GRADING NOTES ON SHEET 7 FOR INFORMATION REGARDING
BEGIN NEW ROLLS IN CHECK SLOT, AND OVERLAP ENDS MINIMUM
DO NOT STRETCH TIGHT.
WHAT AREAS ARE TO RECEIVE EROSION CONTROL MATTING.
OF 1'.
ANCHOR MAT USING BIODEGRADABLE STAKES OR PINS.
OVERLAP ADJACENT MATS 3" AND ANCHOR EVERY 12" ACROSS
STREAM BANK MATTING TO BE INSTALLED FROM TOE OF BANK TO
'
THE OVERLAP. THE HIGHER ELEVATION MAT SHOULD BE PLACED
TOP OF BANK. SEE FIGURE 3 FOR TERMINATION AT TOP OF
EXCAVATE INITIAL ANCHOR TRENCH 12 "X6" ACROSS THE
OVER THE LOWER ELEVATION MAT.
BANK AND FIGURE 5 FOR INITIAL ANCHOR TRENCH AT TOE OF
EMBANKMENT AT THE LOWER END OF THE PROJECT AS SHOWN
BANK.
ON SHEET 7. ANCHOR TRENCH TO BE A MINIMUM OF 3' OFF OF
EDGES SHOULD BE SHINGLED AWAY FROM THE FLOW OF WATER.
U C7 v
TOE OF EMBANKMENT. SEE FIGURE 1 FOR INITIAL ANCHOR
m
SEE FIGURE 3 FOR TERMINATION AT UPSTREAM END.
TRENCH.
LAY MAT LOOSE TO ALLOW CONTACT WITH SOIL.
DO NOT STRETCH TIGHT.
0
NQ p)U
5 EROSION CONTROL MATTING INSTALLATION
NITS
STAKE AT 1'
INTERVALS
3' -0"
LEVEL WITH TOP OF BANK
OR AS NECESSARY TO TIE
m
N_
INTO EXISTING GRADE
6
C 0 0
C C
m
0-6 0
Z
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Z
Z0
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CLASS 1 RIP RAP, NJ BARRIER
OR OTHER APPROVED
a-
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07,5
MATERIAL
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DOWNSTREAM, SLOPE NO
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-TYPE 2 FILTER FABRIC
m
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3 IMPERVIOUS DIKE
2 N TS
/f)
FIGURE 4
TERMINAL ANCHOR
TRENCH
�j
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<0
11
z -111 111111!1
STAKE
AT 1'
INTERVALS
FIGURE 5
TOE SLOPE ANCHOR
TRENCH
UPSTREAM
EMBANKMENT
EROSION CONTROL MATTING
MUST MEET OR EXCEED
THE REQUIREMENTS LISTED
IN PROJECT SPECIAL
PROVISIONS
PRELIMINARY DESIGN -
NOT RELEASED FOR
70% SUBMITTAL CONSTRUCTION
Z
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Y W
W
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A) ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE REQUIREMENTS OF THE MOST CURRENT EDITIONS
OF THE CHARLOTTE DEPT. OF TRANSPORTATION(CDOT) WORK AREA TRAFFIC CONTROL HANDBOOK(W.A.T.C.H.),
THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES(M.U.T.C.D.), THE NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION(NCDOT) SUPPLEMENT TO THE M.U.T.C.D., THE NCDOT ROADWAY STANDARD DRAWINGS AND
THE CURRENT EDITION OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES.
B) THE CONTRACTOR IS TO NOTIFY CDOT IN WRITNG 10 WORKING DAYS IN ADVANCE OF ANY ROAD CLOSURE
OR 5 WORKING DAYS PRIOR TO CLOSING ONE OR MORE TRAVEL LANES IN ACCORDANCE WITH SECTION 3 OF
THE W.A.T.C.H. HANDBOOK.
C) ALL SIGNAL REVISIONS OR SHIFTS OF SIGNAL HEADS WILL BE THE RESPONSIBILITY OF CDOT; PRIOR TO
REVISING TRAFFIC LANES WHICH REQUIRE SIGNAL REVISIONS, THE CONTRACTOR SHALL NOTIFY THE CDOT
IMPLEMENTATION SECTION MANAGER (GUS JORDI / 704 - 336 -7086) A MINIMUM OF 30 CALENDAR DAYS IN
ADVANCE. TRAFFIC LANES SHALL NOT BE SHIFTED UNTIL THE REQUIRED SIGNAL REVISION / SHIFT IS
COMPLETE AND READY FOR ACTIVATION. FOR NOTICES RELATED TO SIGNAL WORK REQUIRING NEW UTILITIES,
REFER TO PROJECT NOTES.
D) THE CONTRACTOR SHALL BE REQUIRED TO FURNISH, INSTALL, RELOCATE, AND MAINTAIN ALL TRAFFIC
CONTROL DEVICES, SIGNS, BARRICADES, WARNING AND /OR CHANNELIZING DEVICES FOR WORK SITES AND
DETOUR ROUTES AS SHOWN IN TRAFFIC CONTROL PLANS UNLESS OTHERWISE SPECIFIED BY THE ENGINEER.
E) CONSTRUCTION PHASING MAY DICTATE THAT TWO OR MORE TYPICAL W.A.T.C.H. DIAGRAMS OR STANDARDS
BE USED IN ONE AREA OF CONSTRUCTION. CHANNELIZING DEVICES ASSOCIATED WITH THESE TYPICALS SHALL
BE MOVED, SUPPLEMENTED, CHANGED, OR REMOVED AS NECESSARY TO COMPLY WITH THE CONSTRUCTION
PHASING OF THE PLANS. THE LOCATION AND POSITIONING OF THESE DEVICES SHALL BE APPROVED BY THE
ENGINEER TO ENSURE THAT THE MOTORIST DOES NOT RECEIVE FALSE INFORMATION WHEN TWO OR MORE
TYPICALS AND /OR ROADWAY STANDARD DRAWINGS OVERLAP.
F) CONTRACTOR SHOULD BE AWARE THAT WHEN THE CONSTRUCTION AREA IS IN OR NEAR
A VERTICAL CREST OR HORIZONTAL CURVE, THE WORK AREA SHALL BE EXTENDED SO THAT LANE CLOSURE
BEGINS IN ADVANCE OF THE CURVE AND MINIMUM STOPPING SIGHT DISTANCE IS MET.
G) OFF —DUTY POLICE OFFICERS MAY BE REQUIRED AS DIRECTED BY THE ENGINEER TO BE PRESENT FOR
CONTROLLING TRAFFIC DURING CONSTRUCTION HOURS.
H) THE CONTRACTOR SHALL MARK ALL HAZARDS WITHIN THE LIMITS OF THE PROJECT WITH WELL— MAINTAINED
SIGNS, BARRICADES, WARNING AND /OR CHANNELIZING DEVICES. ON CONNECTING ROADS, ALL BARRICADES,
SIGNS, WARNING, AND /OR CHANNELIZING DEVICES SHALL BE MOVED, SUPPLEMENTED, CHANGED, OR REMOVED
AS REQUIRED DURING THE PROGRESS OF CONSTRUCTION AS APPROVED BY THE ENGINEER.
1) WORK ON THE PROJECT OR ANY SEPARATE ACTIVITY THEREIN SHALL NOT START UNTIL ALL OF THE
REQUIRED SIGNS, BARRICADES, WARNING, AND /OR CHANNELIZING DEVICES ARE INSTALLED AND APPROVED BY
THE ENGINEER.
J) THE CONTRACTOR SHALL CONTACT GUS JORDI, IMPLEMENTATION SECTION MANAGER (704- 336 -7086) WITH
THE CITY OF CHARLOTTE DEPARTMENT OF TRANSPORTATION (CDOT) TWO WEEKS PRIOR TO BEGINNING ANY
WORK THAT WILL REQUIRE THE RELOCATION OR PLACEMENT OF SIGNS OR OTHER TRAFFIC CONTROL DEVICES
BY THE CITY.
K. THE CONTRACTOR MUST MAINTAIN DURING ALL PERIODS OF CONSTRUCTION ACTIVITY THE ABILITY TO FLAG
TRAFFIC USING QUALIFIED FLAGGERS WHEN NECESSARY OR REQUIRED.
L. THE CONTRACTOR SHALL INSTALL TEMPORARY PAVEMENT MARKINGS AND ADDRESS CONFLICTING PAVEMENT
MARKINGS IN ACCORDANCE WITH SECTION 17 OF THE W.A.T.C.H. HANDBOOK OR AS DIRECTED BY THE
ENGINEER. THE CONTRACTOR SHALL MAINTAIN ANY EXISTING PAVEMENT MARKINGS UNLESS OTHERWISE
DIRECTED BY THE ENGINEER.
M) THE CONTRACTOR SHALL MAINTAIN TWO WAY TRAFFIC ON ALL PORTIONS OF THIS PROJECT UNLESS
OTHERWISE SPECIFIED IN THE PLANS, PROJECT NOTES, OR BY THE ENGINEER,
N) CONTRACTOR WILL BE REQUIRED TO PROVIDE PROPERTY OWNERS AND TENANTS ACCESS TO THEIR
PROPERTY THROUGHOUT THE PROJECT LIMITS, INCLUDING REASONABLE INGRESS AND EGRESS FOR
BUSINESSES. SPECIAL ATTENTION SHALL BE PAID TO FIRE HYDRANTS.
0) THE CONTRACTOR IS TO NOTIFY (BY MAIL) ALL PROPERTY OWNERS AND OCCUPANTS WHO HAVE DIRECT
ACCESS TO THE ROADWAY WITHIN THE PROJECT LIMITS A MINIMUM OF 5 AND A MAXIMUM OF 10 WORKING
DAYS PRIOR TO INSTALLING TRAFFIC CONTROL DEVICES IN FRONT OF THOSE PROPERTIES. NOTIFICATIONS
SHOULD INCLUDE CONTACT PERSONS NAME, TELEPHONE NUMBER, EMAIL ADDRESS, AND MAILING ADDRESS.
P) THE CONTRACTOR SHALL PATROL THE WORK SITE AT THE BEGINNING AND END OF EACH WORK DAY (AT A
MINIMUM) TO ENSURE THAT ALL TRAFFIC CONTROL DEVICES ARE IN PLACE AND FUNCTIONING PROPERLY.
CONTRACTOR SHALL ENSURE THAT ALL TRAFFIC CONTROL DEVICES ARE IN PLACE AND FUNCTIONING AT ALL
TIMES DURING PERIODS OF CONSTRUCTION INACTIVITY.
Q) DURING PERIODS OF INACTIVITY OR AT NIGHT, EQUIPMENT SHALL NOT BE PARKED IN SUCH A MANNER AS
TO BLOCK SIDEWALKS, TRAFFIC CONTROL DEVICES, OR THE MOTORISTS' VIEW OF TRAFFIC. EQUIPMENT SHALL
BE AT LEAST 10 FEET AWAY FROM THE TRAVEL LANE.
R) WHENEVER TRAFFIC MUST BE ROUTED ACROSS THE CENTERLINE DURING CONSTRUCTION ACTIVITY, THE TWO
OPPOSING DIRECTIONS MUST BE PHYSICALLY SEPARATED. TRAFFIC CONES CAN BE USED FOR THIS PURPOSE
DURING DAYLIGHT HOURS; REFLECTORIZED CONES OR DRUMS MUST BE USED AT NIGHT. TRAFFIC SHALL NOT
BE ROUTED ACROSS THE CENTERLINE DURING CONSTRUCTION INACTIVITY UNLESS PAVEMENT MARKING
CONFLICTS ARE APPROPRIATELY ADDRESSED AND AGREEMENT ON REMOVAL OR NOT IS WORKED OUT WITH
THE ENGINEER IN ACCORDANCE WITH SECTION 16 OF THE W.A.T.C.H. HANDBOOK. IF THE ENGINEER APPROVES
TRAFFIC TO CROSS THE CENTER LINE DURING CONSTRUCTION INACTIVITY, ONLY REFLECTORIZED DRUMS MUST
BE USED.
S THE CITY ENGINEER OR DIRECTOR OF THE CHARLOTTE DEPARTMENT OF TRANSPORTATION OR THEIR
APPOINTED REPRESENTATIVES ARE AUTHORIZED TO STOP ANY WORK WITHIN PUBLIC RIGHT OF WAY THAT
DOES NOT FOLLOW THIS TRAFFIC CONTROL PLAN OR REQUIREMENTS OF THE W.A.T.C.H. AND THE M.U.T.C.D.
UNTIL SUCH REQUIREMENTS ARE MET.
T) ADJACENT LANES TO CONSTRUCTION ZONES MAY REMAIN OPEN IF LATERAL CLEARANCE BETWEEN EDGE OF
TRAVEL LANE AND EQUIPMENT IS EQUAL TO OR GREATER THAN 2 FEET (INCLUDING WIDTH OF DRUM). IF A
DROPOFF EXISTS WITHIN THE WORK ZONE, CONTRACTOR SHOULD FOLLOW SECTION 10 OF THE W.A.T.C.H.
HANDBOOK PERTAINING TO ADJACENT LANE CLOSURES DUE TO DROPOFFS.
U) THE CONTRACTOR SHALL FOLLOW THE PHASING AS DESCRIBED HEREIN. THE CONTRACTOR SHALL
COMPLETE THE REQUIREMENTS OF EACH CONSTRUCTION PHASE IN SEQUENCE. WHEN A CONSTRUCTION PHASE
IS DIVIDED INTO STEPS, THE CONTRACTOR SHALL COMPLETE THE REQUIREMENTS OF EACH STEP IN SEQUENCE.
(EXAMPLE: THE REQUIREMENTS OF PHASE I SHALL BE COMPLETED BEFORE PROCEEDING TO PHASE 11; THE
REQUIREMENTS OF STEP 1 OF PHASE I SHALL BE COMPLETED BEFORE PROCEEDING TO STEP 2 OF PHASE 1).
ALL WORK DESCRIBED IN THE PROJECT PHASING SHALL BE PERFORMED BY THE CONTRACTOR, EXCEPT WHERE
IT IS SPECIFIED FOR 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 IS DIVIDED BY A RAISED MEDIAN. IT WILL BE ACCEPTABLE TO
CONSTRUCT BORE PITS ON EACH SIDE OF A ROADWAY FOR BORING UTILITIES UNDER THE ROADWAY UNLESS
SUPERCEDED BY ENGINEER TO COMPLY WITH PEDESTRIAN REQUIREMENTS OR LATERAL CLEARANCEFROM
TRAVEL LANES.
X) THE CONTRACTOR SHALL PAY SPECIAL ATTENTION TO SECTION VII (PEDESTRIAN CONSIDERATIONS) OF THE
W.A.T.C.H.
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BEGINNING OF WORK. THE APPROACH WARNING SIGNS SHALL BE PLACED ON COLEMAN DRIVE AT THE
INTERSECTIONS OF BOTH BIRCH HOLLOW DRIVE AND ROCKY RIVER ROAD.
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