20091277 Ver 2_Site Plan_20140205

INDEX OF SHEETS
Cover Sheet ........................................«.... ...............................
General Notes ...........» ......................»». .... »..... « »...................
Details ...................................»................ ................... „...........
Details & Pavement Repair._ ....................... __ ............... ....
Structure Details ................................... _ ...............................
Drainage Structure Schedule ................. ...............................
Existing Fence Removal and Temporary Fence Locations
Plan& Profile ......................................... ...............................
Proposed Curb Elevations & Staking Plan .... ....................
Traffic Control Plans .................... .......... ........ ......... ... ....
Erosion Control ....................................... ...............................
1
2
2A
2B
2C -2E
2F
2G -2H
3 -10
SPISP4
TC1 -TC2
ECl -EC5
VICINITY MAP
NTS
FF 17
RIA . i AJUry
PLANS PREPARED BY:
tC1b
CHARLOTTE..
ENGINEERING & PROPERTY
MANAGEMENT
Construction Plans of Proposed
Peterson Drive
Storm Drainage Improvement Project - Phase III
Project Features:
Grading
Storm Drainage
Stream Erosion Protection and Bank Stabilization
Curb and Gutter
Sidewalk
Asphalt Pavement Replacement
Sm. 10100 - I: I W Pro act
Bc Pro cat Sts, 13+45 -GIA
In
Sta. 10+00 -L -1 (/ /
M net and f
... SH.y T -LI Sts. - J
Br in Prn itt /�• ^�'” '•
St. 10 —O0-1­3
`
Bc in Prn'ect Br n Prn act /' /
a. I11 +1111 - 1: I B tit.. 10 +00 - L -3A
L..d 1'rn' PetetgOn
Qt
Sts 10,N4 -I. IIS End Po t
B,—in P­ St.. 1 5 .
Sta. 10 +00 L -2
0
G
End Pro ccl
Sta. 12 +83 - L -3A
LOCATION MAP
NTS
GRAPHIC SCALES
20 40 60
ra Plan View .................
r USI F CAROLINA, INC. s
ni !�� OF CAROLINA, zo 40 60
Horz. Proillc ............ � � 1043 E. MOREHEAD STREET, SUITE 203 4 8 12
v CHARLOTTE, NORTH CAROLINA 28204 Vert. Profile ............. � ..V„ N.C. UCENSE I C -1950
5 10 15
Cross Section ...........
RECOMMENDED
FOR CONSTRUCTION
Contract Administration
Storm Water Construction
Landscape Management
Erosion Control
CDOT - Design
CDOT - Implementation
CMU
PE SEAL
PRELIMINARY
Do Not Use For Construction
95% SUBMITTAL NOVEMBER 2013
Record Drawings
� T
nc in Prn ect
1
J J
3
3
N, / 5 e2.a a
%,Storm Water Project Manager I 1
LOCATION MAP
NTS
2012 Standard Specifications
Bid Set No.
CtUPd TE_
ENGINEERING & PROPERTY
MANAGEMENT
APPROVED
CITY ENGINEER DATE
CONVENTIONAL SIGNS
rti
O
Existing Property Line.........
Maintained as R/W Line
Existing Structures
--
Proposed Edge of Pavement .......__.___».„.. »... »........
Existing Fence »..»._.»..... .. ».».._ ». ».... ».....»»»»._»»..
_.- ...... _. ,:
. .
Existing Fence RemovaL._...___...........«..««.„„..»„.
Proposed Permanent Fence »»_««...
o 0 0 o
Proposed Temporary Fence ... „„,......
�o�o
Slope Cut Stake Line ..„.... .. »....._.._..„.. ».„»..»»».....
C
F4--a-I
Slope FBI Stake Line „„ „„. « « « «. «_... «„.. „„„,
t
Existing Gas Line ....«. «....„.......__ « «.„„..... —
o —a —.—
C,.)
Existing Water Line
Proposed Water Line —
r —r —r—
$"t
QI
Existing Sanitary Sewer —
s —■ —n—
Proposed Sanitary Sewer »......„. ......... —
ss as —
Existing Overhead Electri^ —_.— _..,...
—aa- --
Exiating Underground Electric
Exjsting Underground Telephone
Exlsdng Storm Drainage
Proposed Storm Drainage (Over 30 ")_
Proposed Storm Drainage (Under 30 ").
Proposed Top of Channel Bank„.
Proposed Toe/Bottom of Channel Bank»_........._.....
Proposed Natural Storm Drainage Easement ......_ ».
Existing Stormwater Detention Basin Easement
Existing Storm Storm Drainage Easement .. »_ _
SOE SDE-
Existing Drainage Easement.
E — E —
Proposed Storm Drainage Easement
_ we SK_
Existing Utility Easement
— auE ouE-
Proposed Utility Easement
MR
Existing Sanitary Sewer Easement.. »_
_yam —sm _
Proposed Sanitary Sewer Easement
_= _= _
Temporary Construction Easement_
—0-0
Proposed Safety Ran..«„»..__._..
— SR — sa —
Existing Tree
Existing Water Meter..... .... » ..................»_».....
...»..» »»»» p
Existing Water Valve »... » »...» » «_«...
ono
Proposed Water Valve ».._..._ »....._»
W
Existing Gas Valve ............__ »... » »_...»
av
Existing Sanitary Sewer Manhole ..._ «........ «...........
... «.«.......
Proposed Sanitary Sewer Manhole .......«....»»......... »»... «...........
„ .............
Existing Storm Drain Manhole »»......
...._...
FBI
Proposed Storm Drain Manhole
•
Existing Catch Basin.
E J
rA
Proposed Catch Basin
Existing Light Pole.... «..........._«
Existing Utility Pole . » ».. ». » »....... »_... » »...»»»_ »..... » ». rL
Guy Wire ......_.
--!
Iron Pin .». »__ »..._
O
A
Existing Fire Hydrant .............. » »............ _ ._........-
.................... .6
Existing Drop Inlet..._._.....«.... ._..._.._...„.._... „„„„.....«.„
Proposed Drop Ins
,,,,„,,,,,„ ■
A
Accessible Ramp.
®
b
Tree Protection «....... „.. ..... «..... « «..„... »._..__.....
�/
Q
Proposed Gaardra6 ._«...«..«...«.._.....«.... ._... « „.._ ...........
„........„
H
j1.4
Proposed Safety Rail sa
Proposed Dead End Stmt Barricade ............» »..._...._....
a
Proposed End of Road Marker.....« _...._.__ -_ .._.____._
«_.— y
ProposedConcrete...« .................._«.......». .... »»..». »�....._..._.».......
0
a
Proposed Asphalt Removal & Replacement .... ................. _ » ».._. 0
CIS
Proposed Rip Rap Ditch «« ................... ..._. .. » » ».._............._._.».....
�..s
Proposed Gravel «. « „........._. _.
Proposed Aphalt Milling & Resurfacing ..«.«_....«»_.«
.O
Proposed .»._... ».... » ». _.. ».... »..... ..: i..i .;.'r:... :
a

:ENERAL NOTF.,
BE \ CHMARK:
BENCHMARK NUMBER SHEET EASTING Nor RING ELEVATION
NAIL IN 50" OAK /28 3 1438206.25 5- -7.55 711,59
NAIL IN POWER POLE /27 4 &8 1438372.46 5_t: 50.47 724.97
NAIL IN POWER POLE #14 6 1438886.66 52F555.95 729.53
NAIL IN UGHT POLE j3 10 1439204.53 530`_20.06 715,89
PROPOSED CURB ELEVATIONS:
EXISTING PAVEMENT SHALL BE RETAINED UNLESS OTHERWISE NOTED. CURB ELEVATIONS
SHALL BE SET BY THE CONTRACTOR. TO THE PROPOSED ELEVATIONS ON THE PLANS. ANC,
APPROVED BY N
THE ENGINEER. E
TH CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTEE N'
OF CURB ELEVATIONS DURING CONSTRUCTION TO ENSURE PROPER LONGITUDINAL SLOPE AN[
CROSS SLOPE OF THE PROPOSED CURB UN E. PROPOSED CU R B ELEVATIONS ONS ARE PROVIDE D
AT THE UP OF GUTTER.
DRIVEWAYS, SIDEWALKS, AND PARKING LOTS:
PROPOSED DRIVEWAY ENTRANCE DIMENSI ONS ARE FROM EX PAN5ON JOINT TO EXPANSION JOINT.
PROPOSED PARKING LOTS SHALL BE REPLACED AS SHOWN ON THE PLANS OR AS DIRECTED BY
THE ENGINEER. MATCH REPLACEMENT MATERIALS TO THE EXISTING SURFACE ACCORDINGLY.
0
CONCRETE - 8 PORTLAND CEMENT CONCRETE 3600 PSI R
C
• ASPHALT - (COMMERCIAL) 2" INCH SF9.58 COURSE AND 4" 119.08 INTERMEDIATE COURSE.
(RESIDENTIAL) 2" SF9.5B COURSE AND 4- AGGREGATE BASE (ABC) COURSE.
• GRAVEL - 6" INCIDENTAL STONE
SIDEWALK SHALL BE 4' THICK. AND 8' THICK AT DRIVEWAY CROSSINGS, PER CITY (CLD)
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 UP FOR CATCH BASINS. CALL OUTS FOR FLARED END
SECTIONS, CROSS PIPE END SECTIONS AND ENDWALLS ARE TO THE CENTER OF THE OUTLET
END. CALL OUTS FOR IN- STREAM GRADE CONTROL STRUCTURES ARE TO THE CENTER OF THE
TOP HEADER ROCK. 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.
TOLERANCES:
STORM DRAINAGE PIPES SHALL BE CONSTRUCTED TRUE TO LINE AND GRADE AS SHOWN IN
THE PLANS UNLESS OTHERWISE APPROVED BY THE ENGINEER. PIPES SHALL MATCH
PROPOSED INVERT ELEVATIONS WITHIN A TOLERANCE OF +/- 0.10 FEET. STREAM
IMPROVEMENT STRUCTURES SHALL HAVE A VERTICAL TOLERANCE OF +/- 0.25 FEET.
BACKFILLING:
EXISTING CONDITIONS MAY WARRANT BACKFILUNG WITH BORROW MATERIAL, SELECT MATERIAL,
OR LOCAL SUITABLE MATERIAL BEHIND PROPOSED CURBS AS SHOWN ON PLANS.
UTILITIES:
UTIUTIES ARE ILLUSTRATED FOR INFORMATION PURPOSES ONLY
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 RESPONSIBIUTY.
AS NEEDED, THE CONTRACTOR SHALL ADJUST/RELOCATE THE SANITARY SEWER AND WATER
LINES ONLY. ALL OTHER ADJUSTMENTS/RELOCATIONS WELL BE PERFORMED BY THE VARIOUS
UTUTY 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.
o FOR UTILITY LOCATES CALL NORTH CAROLINA ONE -CALL O 1- 800 -632 -4949
o FOR LOCATES OF UTILITIES NOT MEMBERS OF NORTH CAROLINA ONE -CALL CONTACT
PROJECT MANAGER & UTILITY COORDINATOR.
THE CONTRACTOR SHALL ADJUST ALL WATER VALVES. WATER METER BOXES AND WATER
VAULTS TO FINISHED GRADE. WATER METERS LOCATED IN SIDEWALKS OR CONCRETE DRIVEWAYS
SHALL BE INSTALLED WITHIN CONCRETE BOXES.
GAS LINES WILL BE ADJUSTED/RELOCATED AS NEEDED BY PIEDMONT NATURAL GAS THE
CONTRACTOR SHALL CONTACT PIEDMONT NATURAL GAS AT LEAST TWO WEEKS PRIOR TO
CONSTRUCTION.
THE CONTRACTOR SHALL SUPPORT AND PROTECT ANY EXISTING UNDERGROUND UTILITIES
ENCOUNTERED DURING TRENCH AND /OR PIPE INSTALLATION.
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 ONES, HE SHALL
IMMEDIATELY REPLACE THE LINE AT HIS EXPENSE WITH CLASS 350 DUCTILE IRON PIPE. THE
CONTRACTOR SHALL REPLACE SANITARY SEWER AND /OR WATER LINE, WITH A MINIMUM TEN
FOOT SECTION OF DUCTILE IRON PIPE MEN DRAINAGE PIPE COMES WITHIN TWO FEET OF SAID
LINES, HORIZONTALLY, OR 12' VERTICALLY AS REQUIRED BY CHARLOTTE - MECKLENBURG UTILITIES.
ALL WATER VALVES, WATER METER BOXES AND WATER VAULTS IN THE CONSTRUCTION AREA ARE
TO BE ADJUSTED TO THE FINISHED GRADE BY THE CONTRACTOR.
SANITARY SEWER AND WATER SERVICE LATERALS ARE NOT SHOWN ON PLANS AND MAY BE
ENCOUNTERED DURING CONSTRUCTION. COORDINATE WITH THE CMU INSPECTOR TO ENSURE THAT
ALL EXISTING SERVICES ARE RELOCATED, BY THE CONTRACTOR, IN COMPLIANCE WITH CMU
STANDARDS. THIS WORK IS INCIDENTAL TO SEWER/WATER LINE REPLACEMENT.
SUBSURFACE PLANS:
LIMITED SUBSURFACE PLANS ARE AVAILABLE FOR THIS PROJECT. THE CONTRACTOR MAY
MAKE HIS OWN INVESTIGATION TO DETERMINE SUBSURFACE CONDITIONS.
GENE 1,, , L NOTES
MAIL BOXES:
THE CONTRACTOR SHALL RELOCATE ALL MAIL BOXES AS REQUIRED BY SL ,'ION 107 -11 OF THE
NCDOT STANDARD SPECIFICATIONS FOR ROAD'. AND STRUCTURES. COORDINATE TINS WORK MATH
THE U.S. POSTAL SERVICE. -
FENCES:
THE CONTRACTOR SHALL REMOVE, RESET, REPLACE. AND /OR RELOCATE FENCE'S AS
NOTED ON THE PLANS AND /OR AS DIRECTED BY THE ENGINEER.
TREES, SHRUBS, AND HEDGES:
CONTRA CTOR SHALL LL OBTAIN APPROVAL FR OM TH E C ITY PRI OR TO REMOVING ANY TREES. IN
ADDITION ALL TREES LOCATED A 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 CON SULTAN T I F APPLICABLE) CAB LE ) WILL HOLD AN ON -SI TE MEETING TO ENSURE THE
LIMITS OF DISTURBANCE AND THAT TREES PROP OSED FOR PROTECTION ON A R E CLE ARLY IDENTIFIED
THE TEAM WILL WALK THE PROJECT AREA AND AGREE ON THE TREES TO BE PROTECTED AND
THOSE TO REMOVE DISCUSS PR OP OSED CONSTRUCTION ACTIVITES 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 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 (TIP.) 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 CUD STD. 40.13. TREE PROTECTION SHALL BE IN
ACCORDANCE WITH CLO 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.
THERE WILL BE NO ADDITIONAL PAYMENT FOR TREE PROTECTION INSTALLED AROUND ADDITIONAL
TREES IDENTIFIED FOR PROTECTION.
THE CONTRACTOR ASSUMES RESPONSIBILITY FOR "IN -KIND" REPLACEMENT OF TREES DAMAGED
THAT HAVE BEEN MARKED FOR PROTECTION OR NOT MARKED FOR REMOVAL.
EROSION CONTROL:
THE CONTRACTOR SHALL BE REQUIRED TO MAINTAIN EROSION CONTROL DEVICES AND TO
PREVENT SEDIMENTATION DAMAGE TO ALL ADJACENT PROPERTIES AND STREAMS IN
ACCORDANCE WITH THE APPROPRIATE CITY,COUNTY AND STATE EROSION AND SEDIMENT
CONTROL ORDINANCES, STANDARD DETAILS AND /OR DETAILS SHOWN ON SHEETS EC1 -EC5.
STANDING WATER WITHIN THE PROJECT LIMITS SHOULD BE PREVENTED. ALL DISTURBED
AREAS SHALL BE STABILIZED AND SEEDED AND MULCHED AT THE DIRECTION OF THE
ENGINEER.
SIDE SLOPES:
LIMITS OF PROPOSED SLOPES ARE INDICATED IN THE PLANS, DETAILS, AND STANDARD
DRAWINGS. ALL SIDE SLOPES ARE 3:1 MAXIMUM AS SHOWN IN THE TYPICAL SECTIONS,
UNLESS NOTED OTHERWISE IN THE PLANS. IF DIRECTED BY THE ENGINEER, A CUT SLOPE
OF 2:1 MAXIMUM CAN BE USED AROUND TREES TO MINIMIZE DAMAGE TO THE TREE ROOTS,
UNLESS OTHERWISE NOTED ON THE PLANS.
ACCESSIBLE RAMPS AND DEPRESSED CURB:
THE CONTRACTOR SHALL CONSTRUCT 6" THICK CONCRETE ACCESSIBLE RAMPS WITH
TRUNCATED DOMES AT INTERSECTIONS IN ACCORDANCE WITH THE LATEST REVISIONS FOR
ACCESSIBLE RAMP DETAILS, CONSTRUCTION PLANS & NCDOT STANDARD DRAWINGS.
SAWCUTS:
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.
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 AS PART OF THIS
PLAN SET.
PAVEMENT DEGRADATION FEE:
CDOT HAS DETERMINED THAT NO PAVEMENT DEGRADATION FEE IS TO BE ASSESSED.
HORIZONTAL/VERTICAL CONTROL DATUM
FIELD SURVEY WAS PROVIDED BY DEWBERRY ENGINEERS, INC. AS PART OF MULTIPLE SURVEYS
BETWEEN 4/2008 AND 7/2012. SITE CONTROL WAS ESTABLISHED BY GPS METHOD. AERIAL
MAPPING WAS PROVIDE BY AVIOIMAGE MAPPING SERVICES. TOPOGRAPHIC AND PLANIMETRIC
DATA AS SHOWN HAS BEEN INCORPORATED WITH FIELD SURVEYS ON THE GROUND TO
SUPPLEMENT THE AERIAL MAPPING.
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON THE NAD
83/1986 STATE PLANE COORDINATES FOR THE NCGS MONUMENT 'M 071' WITH A NORTHING
OF 519,379.67, EASING OF 1,441,254.80. THE AVERAGE COMBINED FACTOR USED ON THIS
PROJECT (GROUND TO GRID) IS 0.999840560. ALL LINEAR DISTANCES ARE LOCALIZED
HORIZONTAL DISTANCES. THE VERTICAL DATUM IS BASED ON NAVD88 ELEV. 695.70
ABBREVIATIONS
ASPH ..............................
ASPr
OIH_ _...... ..........
OVER HEAD
AF- PRO7L,,,,....................
APPR. VATELY
Or ...... ..................
ON CENTER
B /C ...... ...........................BACK
CURB
PC..... ..... . ..... « .....
POINT OF CUR,.'JRE
BLDG._ ..... «. «.. «........... «.iMJILD.
.:
PCBC ........ ,. ... _ ........
PRECAST BOX ' 'LVERT
BM ....... ..........................BENCH
MARK
PERM .. ....... ...........
PERMANENT
CB ......... ..........................CATCH
BASIN
FIG ....... ....................
PAGE
C& G ............ ............. .....
CURB AND GUTTER
PI ......... ...... _...........
POINT OF INT
CL. .............. . ..... . ..... «....
CLEARANCE
PK ..........................
PK NAIL SET
C/L FENCE._
CHAIN LINK FENCE
PIP .................. .. « .....
POWER POLE
..................
CMP ...............................
CORRUGATED MTL PIPE
PROP......................
PROPOSED
CONC .............................
OONCRCTE
PT ...........................POINT
OF TANGENCY
CONST ........... _.CONSTRUCTION
30.15
PVI ............. ....... ....
POINT OF VERT INT
..............
CPP . ...............................
CORRUGATED POLVETNYTEME PVMT ...... ................
PAVEMENT
DB ........
BOOK
r. .............................
RADIUS
...........................DEED
DCL .DOUBLE
CB OR DCB............
CIS
T .........................
FIT ..
RIGHT
DI ..... ...............................
DROP INLET
RC..........................
REINFORCED CONIC
DIA ........... .......................DIAMETER
TITLE,
METHOD OF CLEARING - METHOD II
RCP ........ ...............
REINFORCED CONC PIPE
DW ............ .......................DRIVEWAY
CROSS PIPE END SECTION- PRECAST CONCRETE END SECTION FOR
R/W........................
RIGHT OF WAY
DIM ............ ......................DIMENSION
CONCRETE BASE PAD FOR DRAINAGE STRUCTURES
S... ..... .....................
SOUTH
E...... .....
EAST EASIMNC
SO .........................STORM
••
DRAIN
EA .... ...............................
EACH
SF...........................
SQUARE FOOT
ELEV ......... .......................ELEVATION
FRAMES AND NARROW SLOT SAG GRATES
S /R FENCE .............
SPLIT RAIL FENCE
EDP ...... ...........................EDGE
OF PAVEMENT
SS... .......................
SANITARY SEWER
ESMT ...............................
EASEMENT
STCB .......................
SLAB TOP CATCH BASIN
EW..... ...END
...........
WALL
STD........
STANDARD
EXIST OR E%..................
EXISTING
SW. ....................SIDEWALK
PIPE COLLAR
F/ C .. ...............................
FACE DF CURB
SY ............................
SQUARE YARDS
FES....................... ..........
FLARED END SECTION
TAN ........ _ ...............
TANGENT
FH .... ...............................
FIRE HYDRANT
TELE ........................
TELEPHONE
FL...... .............................
FLOWLINE
71 M ........... .. ...........
TRAFFIC BEARING
FOC .. ...............................
FIBER OPTIC CABLE
JUNCTION BOX
GV ....... ............................
GAS VALVE
TBDI........................
TRAFFIC BEARING
HORIL ........ .....................HORIZONTAL
DROP INLET
HW ........ ...........................HEAD
WALL
TEMP .......................
TEMPORARY
INV ......... .........................INVERT
TP.... .......................
TRAVERSE POINT
IP ........ ......._...................
IRON PIN SET
TYP ............ .............
TYPICAL
JB ............. .......................JUNCTION
BOX
U /G .......... ............
UNDER GROUND
L ........... .........................LENGTH
VC. ..........................
VERTICAL CURVE
LF ..... ...............................
LINEAR FOOTAGE
VERT ._ ....... ............
VERTICAL
LIP .... ...............................
UP OF GUTTER
W. ............................
WEST
LT ......... ...........................
LEFT
W /..........................
WITH
LP .... ...............................
LIGHT POE
WIN..........................
WATER METER
MA% ......... ........................MAXIMUM
W VAULT.................
WATER VAULT
MH ........... ........................MANHOLE
WV..........................
WATER VALVE
MIN .......... ........................MINIMUM
'A ............................
YARD INLET
MONO ........ ......................MONOLITHIC
'.............................
FOOT
mph
MILES PER HOUR
",, ,,,,,,,,,,,,,,,,,,,,,,,,,,,
INCH
MIL..............................
METAL
N...... ...............................
NORTH /NORTHING
NIS.. ...............................
NOT TO SCALE
STA` ARDS
THE FOLLOWING STANDARDS AND THE L 1 REVISION THERETO ARE
APPUCABLE IC
THIS PROJECT AND BY RENCE ARE CONSIDERED A PART OF
THESE PLANS. NCDOT STANDARDS SHAT. USED. CHARLOT'T'E LAND
DEVELOPMENT STANDARDS MAY BE USE THERE IS NOT AN APPLICABLE
NCDOT STANDARD.
CHARLOTTE:
STD. NO
10.17
nTI F,
ST ANDARD CURB AND G, "TER
10.19
CURB TRANSITION
10.22
CONCRETE SIDEWALKS
10.30
CATCH BASIN PLACEMENT AT INTERSECTIONS
1 0.36A &B
N RESIDENTIAL COMMERCIAL
CULVERT CROSSINGS 0 SIDENnAL AND COMMERC STREETS
20.03
BRICK DOUBLE CATCH BASIN 15" THRU 36" PIPE
20.05
SLAB TYPE CATCH BASIN
20.17A &B
CONCRETE WINGWALL WIM SPLASH PAD
20.23
RIP RAP APRON AT PIPE OUTLETS
20.24
RIP RAP PLUNGE POOL
20.29
OVERLAPPING STORM DRAINAGE /SANITARY SEWER EASEMENTS
20.30
MINIMUM DRAINAGE EASEMENT REQUIREMENTS
30.05
TEMPORARY SILT DITCH
30.06A
TEMPORARY SILT FENCE
30.08
STONE INLET PROTECTION
30.10
TEMPORARY ROCK CHECK DAM
30.11A
STABILIZED CONSTRUCTION ENTRANCE
30.13
EROSION CONTROL DEWATERING
30.14
TEMPORARY STREAM CROSSING
30.15
CATCH BASIN INLET PROTECTION
30.17A &B
SEEDING SCHEDULE
30.18
CONSTRUCTION WITHIN CREEK BANK
40.02
TEMPORARY TREE PROTECTION
50.G4A
SAFETY RAIL
50.07A
DEAD END STREET BARRICADE
50.088
END OF ROADWAY MARKER
SOMA
PARKING STANDARDS
NCDOT:
STD, NO.:
200.02
TITLE,
METHOD OF CLEARING - METHOD II
300.01
METHOD OF PIPE INSTALLATION
310.03
CROSS PIPE END SECTION- PRECAST CONCRETE END SECTION FOR
18" TO 30" PIPE
840.00
CONCRETE BASE PAD FOR DRAINAGE STRUCTURES
840.01
BRICK CATCH BASIN -12" THRU 54" PIPE
840.03
FRAME. GRATES. AND HOOD (FOR STANDARD CATCH BASINS)
840.05
BRICK OPEN THROAT CATCH BASIN-12" THRU 48" PIPE
840.15
BRICK DROP INLET -12" THRU 30" PIPE
840.16
DROP INLET FRAME AND GRATES
840.24
FRAMES AND NARROW SLOT SAG GRATES
840.25
ANCHORAGE FOR FRAMES
840.30
DRIVEWAY DROP INLET
840.34
TRAFFIC BEARING JUNCTION BOX -FOR USE WITH PIPES 42" AND
UNDER
.. 840.46
TRAFFIC BEARING PRECAST DRAINAGE STRUCTURE
840.54
MANHOLE FRAME AND COVER
840.66
DRAINAGE STRUCTURE STEPS
840.71
CONCRETE AND BRICK PIPE PLUG
840.72
PIPE COLLAR
848.03
DRIVEWAY TURNOUT
850.01
CONCRETE PAVED DITCHES
876.01
RIP RAP IN CHANNELS
1606.01
SPECIAL SEDIMENT CONTROL FENCE
PRELIMINARY
Do Not Use For Construction
95% SUBMITTAL
NOVEMBER 2013
o
N
wCCa "� FI
6 ►►077
CL
N
L
Z11-11 0 r.
a
O
yA
W
�tS
P /
I �
1
z !
6
A�
z�
QI
W H
i N
a
E-H GI.I
�z
z�
V
a
$ O

•
w
� H
YIN. Y -O'
FROM TOR
ANCHOR MATTING
(SEE DETAIL SHEEI 213)
PROP. LIVE STAKING, RIPARIAN SEEDING AND MATTING. DRIV UVE
STAKE THROUGH N -PNG
NOTES_
1, SEE PROFILE FOR PROP. CHANNEL. INVERT.
2. PROVIDE 3HAV BANK SLOPE TO TIE INTO EMST1NG
GROUND.
FL7M FABRIC KEY
A MM. OF
YIN. Y -O'
FROM TOR
3 •I 1/4'/1' TYF DIPS 3
ANCHOR ­ "G
(SEE DETAIL Lti EET 28)
MATTING
4' -0' BASE NOTH
LIVE STAKING RIPARIAN SEEDING AND MATING. DRIVE UVE
THROUGH MATTING
TYPICAL CHANNEL SECTION A
NOT TO SCALE
STA. 10.40 TO STA. 13.37 L -1
(TRANSITION TO EXISTING OUFNEL DIMENSIONS AT STA. 10+40)
EX GROUND
STILLING BASIN AT STRUCTURE I
NOT TO SCALE
SECTION A SECTION A- A�OOL)
NOT TO SCALE
•Y•�i��i i �iY..�
.-LTER FABRIC KEY IN
I�Iy��H► ice• .I�`I•�
•Y LY --Y LY LY `.-� �Y �Y i �Y -�Y
SECTION FILTER FABRIC UNDER RIP RAP
1
NOT TO SCALE
TOP Qf_ BANK
TOP OF BANK
12' 12'
MATTING (T17'rrJ
H}
BACK FILL (TYP.) J,
DEAD STOUT STAKE (TYP.)
TOE OF BANK
W1Tm Mw
r TOE OF BANK
ROIL
MATTING SHALL BE ANCHORED IN A TRENCH/ AT BOTH THE
TOE AND TOP OF THE STREAM BANK. DEAD STOUT STAKES
AND CLEAN SOIL BACK FILL SHALL BE USED TO SECURE THE
MATTING INTO THE TOE AND TOP OF BANK TRENCHES TO
PREVENT EROSION OR 'WASHING OUT' OF BACK FILL IN THE
TOE OF BANK ANCHOR TRENCH. MATTING SHALL BE
INSTALLED SO THAT IT WRAPS OVER THE DEAD STOUT STAKE
AND BACK FILL, THUS POSITp1ING THE REMAINING MATTING
FOR INSTALLATION UP THE STREAM BANK.
MATTING ANCHOR DETAIL
KEY IN TOP OF MATTING
REINFORCE WITH
SQUARE CUT
BUDS FACING
UPWARDS
LIVE CUTTING
2' TO 3' �(' /2• TO 2' DIAL)
rANGLE CUT
3O' TO 45'
LIVE STAKE DETAIL
NOT TO SCALE
NOT TO SCALE
. I .
-_- _- _-B -_-
l'F CHANNEL. BANK
LIVESTAKING PLANTING DETAIL -PLAN VIEW
NOT TO SCALE
RAP OF
1BRIC
TREAM FABRIC.
OF CHANNEL BANK
__.
CUSS 11 ..P APRON THE NEARER ROOK SHOULD IN T A MIN.
OF B' UPSTREAM a THE FOO-? ICK
FILTER FABRIC UNN -LASS I — '-
RIP.A� APRON
VANE SL _ STREAM BOTTOM_
r+ DROP
1-6' MW. OFFSET •
SPU—
FILTER FABRIC UNDER BOULDERS
PLAN VIL'd 20 SO. Fl of CLASS II fSILDE IN BOULDERS TO CHANNEL
7�-1[IAp�ApROrv. 1.5' DEPTH SLOPf- A MINIMUM OF 2' —
YOT TDM OF - Z -0'� iSI.STREAA(_
a O
�OIWNlL BANK ZONE
DOMtl11EA11 ELEVATION AT TOP OF HOG(
BOULDER '� N O
CR. BANK
18 B0. FT OF CLASS I '_7-�- ,, My0?
NOTES: RPRM APR011, 1.3' OEPRN \ Hr ROCK
1. USE SZE 2.2'...5A''FFOR G��, F g i
- RSOp(UR. SOME - - -
/ ) ,
HEIGHT TOISS PER
FOR HEADER ROpc
(YOU. 2'.1'.11. / 1
2. ROCKS SHOULD BE
HAND PICKED AND _ -
INDMDUALLY FITTED
TO AVOID GAPS.
I ALLOWABLE
`a
TOLERANCE TO THE
SURFACE ELEVATION IS i2 INCHES. - - -
r'
GRADE CONTROL STRUCTURE DETAIL
SCALE
NOTE
EROSION CONTROL MATTING SHALL CONSIST
OF 70% STRAW AND 30% COCONUT AND BE
BACKED. EROSION CONTROL MI SHALL
MEET THE REQUIREMENTS OF THE PROJECT
SPECIAL PROVISIONS. AND SHALL BE LINE WITH MATTING FOR
NSTALLED ACCORDING TO THE EROSION CONTROL SEED
MANUFACTURERS RECOMMENDATIONS. MULCH AREA FROM TOP OF
CHANNEL 70 70P OF BANK
4' , I5• TO I.
3 3
LIE Wnll MATTING FOR
EA090N CONTROL SEED AND
TYPICAL CHANNEL SECTION B
NOT TO SCALE
ZONE
ON
BANK 0.24 AMERICAN CALUCARPA SHRUB LIVE STAKE 2 -3 FT. (1/2' 3' O.C.
BEAUTYBFRRY AMERICANA YIN. DIAL)
_ _ 2 -3 FT. (1/2' 3' O.C.
SILKY DOGWOOD CORNUS AMOMUM SHRUB LIVE STAKE
WIN. CIA)
SILKY WILLOW SAUX SERICEA SHRUB LIVE STAKE 2 -3 FT. (1/2' 3. O.C.
MIN. DIAL)
ELDERBERRY SAMBUCUS SHRUB LIVE STAKE 2 -3 FT. (1/2' J' 0.G
= CANADENSIS YIN. CIA.)
KEY IN TOP OF MATING 12' DEEP ND1E5-
�RENFORCE WITH STAPLES 1. IN ADDITION TO UVESTAKING, SPREAD RIPARIAN SEED MIX AT A RATE OF 20 LS /ACRE.
2' TO 3' LIVE CUTTING (DORMANT)
2. MATTING TO LE RE THAN N O E ROW 1 R ALONG STREAM W O EXTENDING
SHOULD FROM BELOW THE CHANNEL TOY BEYOND
�FABPoC STAPLE (MN. 12') TOP EN BANK. F MORE THAN ONE ROW IS REQUIRED, 1/40 -RANI( OVERLAP SMOULO BE A MIN. OF 12' AND SECURELY
FASTENED WITH WOODEN STAKES
2:1 TO Y.1 SLOPE (VARIES) 3. CAVE STAKES SHALL BE COMPOSED OF FRESHLY CUT, DORMANT BRANCHES CONSISTING OF THE SPECIES LISTED W THE
gyp} SPECIAL PROVISI ONS. THE UVESTAKING SHALL BE SPACED/PLACED AT Y OC., EACH ROW STAGGERED AS SHOWN ABOVE. THE
LOWEST ROW SHALL BE PLACED 1' -0' ABOVE BOTTOM OF CHANNEL BANK THE TERM DORMANT 5 USED HARE TO DESCRIBE
2' TO 3' LIVE CUTTING LIVE CUTTINGS TAKEN BETWEEN NOVEMBER 15 TO MARCH 15, AFTER THE TREES HAVE LOST THEIR LEAVES OR BEFORE THEY
�(DpRMANT) AND.2 HTO 3 FEET IN LE 7 UNFROZEN. CAVE BRAND/ CUTTINGS FOR CAVE STAKES SHALL BE 1/2 TO 2 OUCHES W DIAMETER
4. IF BANK STABILIZATION IS PERFORMED OUTSIDE OF THE DORMANT SEASON AND WITH APPROVAL OF THE ENGINEER, LIVE
STAKES MAY BE REPLACED WITH ROOTED CUTTINGS
PLANTING DETAIL - SECTION VIEW
NOT TO SCALE
PRELIMINARY
Do Not Use For Construction
95% SUBMITTAL
NOVEMBER 2013
,lam
m
R~-I
Q � �
I�1
W FnII I"A
al �
r-(
4' , I5• TO I.
3 3
LIE Wnll MATTING FOR
EA090N CONTROL SEED AND
TYPICAL CHANNEL SECTION B
NOT TO SCALE
ZONE
ON
BANK 0.24 AMERICAN CALUCARPA SHRUB LIVE STAKE 2 -3 FT. (1/2' 3' O.C.
BEAUTYBFRRY AMERICANA YIN. DIAL)
_ _ 2 -3 FT. (1/2' 3' O.C.
SILKY DOGWOOD CORNUS AMOMUM SHRUB LIVE STAKE
WIN. CIA)
SILKY WILLOW SAUX SERICEA SHRUB LIVE STAKE 2 -3 FT. (1/2' 3. O.C.
MIN. DIAL)
ELDERBERRY SAMBUCUS SHRUB LIVE STAKE 2 -3 FT. (1/2' J' 0.G
= CANADENSIS YIN. CIA.)
KEY IN TOP OF MATING 12' DEEP ND1E5-
�RENFORCE WITH STAPLES 1. IN ADDITION TO UVESTAKING, SPREAD RIPARIAN SEED MIX AT A RATE OF 20 LS /ACRE.
2' TO 3' LIVE CUTTING (DORMANT)
2. MATTING TO LE RE THAN N O E ROW 1 R ALONG STREAM W O EXTENDING
SHOULD FROM BELOW THE CHANNEL TOY BEYOND
�FABPoC STAPLE (MN. 12') TOP EN BANK. F MORE THAN ONE ROW IS REQUIRED, 1/40 -RANI( OVERLAP SMOULO BE A MIN. OF 12' AND SECURELY
FASTENED WITH WOODEN STAKES
2:1 TO Y.1 SLOPE (VARIES) 3. CAVE STAKES SHALL BE COMPOSED OF FRESHLY CUT, DORMANT BRANCHES CONSISTING OF THE SPECIES LISTED W THE
gyp} SPECIAL PROVISI ONS. THE UVESTAKING SHALL BE SPACED/PLACED AT Y OC., EACH ROW STAGGERED AS SHOWN ABOVE. THE
LOWEST ROW SHALL BE PLACED 1' -0' ABOVE BOTTOM OF CHANNEL BANK THE TERM DORMANT 5 USED HARE TO DESCRIBE
2' TO 3' LIVE CUTTING LIVE CUTTINGS TAKEN BETWEEN NOVEMBER 15 TO MARCH 15, AFTER THE TREES HAVE LOST THEIR LEAVES OR BEFORE THEY
�(DpRMANT) AND.2 HTO 3 FEET IN LE 7 UNFROZEN. CAVE BRAND/ CUTTINGS FOR CAVE STAKES SHALL BE 1/2 TO 2 OUCHES W DIAMETER
4. IF BANK STABILIZATION IS PERFORMED OUTSIDE OF THE DORMANT SEASON AND WITH APPROVAL OF THE ENGINEER, LIVE
STAKES MAY BE REPLACED WITH ROOTED CUTTINGS
PLANTING DETAIL - SECTION VIEW
NOT TO SCALE
PRELIMINARY
Do Not Use For Construction
95% SUBMITTAL
NOVEMBER 2013
,lam
m
R~-I
Q � �
I�1
W FnII I"A
al �
r-(
KEY IN TOP OF MATING 12' DEEP ND1E5-
�RENFORCE WITH STAPLES 1. IN ADDITION TO UVESTAKING, SPREAD RIPARIAN SEED MIX AT A RATE OF 20 LS /ACRE.
2' TO 3' LIVE CUTTING (DORMANT)
2. MATTING TO LE RE THAN N O E ROW 1 R ALONG STREAM W O EXTENDING
SHOULD FROM BELOW THE CHANNEL TOY BEYOND
�FABPoC STAPLE (MN. 12') TOP EN BANK. F MORE THAN ONE ROW IS REQUIRED, 1/40 -RANI( OVERLAP SMOULO BE A MIN. OF 12' AND SECURELY
FASTENED WITH WOODEN STAKES
2:1 TO Y.1 SLOPE (VARIES) 3. CAVE STAKES SHALL BE COMPOSED OF FRESHLY CUT, DORMANT BRANCHES CONSISTING OF THE SPECIES LISTED W THE
gyp} SPECIAL PROVISI ONS. THE UVESTAKING SHALL BE SPACED/PLACED AT Y OC., EACH ROW STAGGERED AS SHOWN ABOVE. THE
LOWEST ROW SHALL BE PLACED 1' -0' ABOVE BOTTOM OF CHANNEL BANK THE TERM DORMANT 5 USED HARE TO DESCRIBE
2' TO 3' LIVE CUTTING LIVE CUTTINGS TAKEN BETWEEN NOVEMBER 15 TO MARCH 15, AFTER THE TREES HAVE LOST THEIR LEAVES OR BEFORE THEY
�(DpRMANT) AND.2 HTO 3 FEET IN LE 7 UNFROZEN. CAVE BRAND/ CUTTINGS FOR CAVE STAKES SHALL BE 1/2 TO 2 OUCHES W DIAMETER
4. IF BANK STABILIZATION IS PERFORMED OUTSIDE OF THE DORMANT SEASON AND WITH APPROVAL OF THE ENGINEER, LIVE
STAKES MAY BE REPLACED WITH ROOTED CUTTINGS
PLANTING DETAIL - SECTION VIEW
NOT TO SCALE
PRELIMINARY
Do Not Use For Construction
95% SUBMITTAL
NOVEMBER 2013
,lam
m
R~-I
Q � �
I�1
W FnII I"A
al �
r-(
PLANTING DETAIL - SECTION VIEW
NOT TO SCALE
PRELIMINARY
Do Not Use For Construction
95% SUBMITTAL
NOVEMBER 2013
,lam
m
R~-I
Q � �
I�1
W FnII I"A
al �
r-(

2._O.
5' -D• , 20' -0• 5' -0•
6• ASPHALT PATCH (MN.) OR D
AS SHOWN N PAVEMENT
SCHEDULE
EXISTING PAVEMENT EXISTING PAVEME14T
1 -0' 2 -0' 100% DO'S"
V —
VARIES 2' -0'
0.
F
_--PIPE TRENCH
VARIES 955X DEN
C))---- (DIAMETER VARIES)
PAVEMENT REPAIR IN
ASPHALT PARKING LOTS
Not to setae
DETAIL t
Ne DapaOetbn fn
C
I
I
I
Ex. ROAD GRAUP
—
PROPOSED ASPHALT MILLING U
IIEONN
PAVEMENT TIE -IN DETAIL
AND BUS
BOOR
THIS DETAIL TO BE USED WHERE THE PROP. ROADWAY
SAWCUT
TES TO EX. ROADWAY
E D
6• ASPHALT PATCH (MN.) OR D
AS SHOWN N PAVEMENT
SCHEDULE
EXISTING PAVEMENT EXISTING PAVEME14T
1 -0' 2 -0' 100% DO'S"
V —
VARIES 2' -0'
0.
F
_--PIPE TRENCH
VARIES 955X DEN
C))---- (DIAMETER VARIES)
PAVEMENT REPAIR IN
ASPHALT PARKING LOTS
Not to setae
DETAIL t
Ne DapaOetbn fn
C
PROP. 2'-A• CONCRETE
PAVEMENT SCHEDULE
CURB a GUTTER. Y -0'
0
CURB. 1' -6'
COARSE RELINED W
S
IIEONN
AND BUS
BOOR
0-4 W
SAWCUT
AS DI
S OR NT� DIRECTED BY
E D
F2 U
CR OR
E2 D2
PAVEMENT WEDGING DETAIL
Not to Scale
1' ISLUN0 AND RESURFACING (MN.)
9' ASPHALT PATCH AS SHOWN
MN N PAVEMENT SCHEDULE 8, MN.
— Y�EXSTINTO AE� / /` \ \ \ \���������� FX ISTNG /PAVEMENT
'i T �'C
—
0__--PIPE _ --PPE TRENCH 4
(DPJAE'IFR VARIES)
PAVEMENT REPAIR WITH MILLING
IN STREET RIGHT -OF -WAY
Not to stole
DETAIL 2
We De9reeeIkn Fn
It
WIRE MESH -Ir I V'Ax It PPE DIA
TIM
1. CONTRACTOR IS RESPONSIBLE FOR FIELD DETERMINING THE
EXACT LOCATION OF THE PROPOSED STRUCTURES TO INSURE
PROPER PLACEMENT OF OPENINGS.
2. *TIM SHAPING SHALL BE INSTALLED N PROPOSED DRAINAGE
STRUCTURES 2 - 5. 29. AND 30 -32. (STANDARD DEALS: OLDS
20.03 AND NCDOT SID, 840.46)
CATCH BASIN. DOUBLE
/CATCH BASH. WNNOLE, OIT DRDP '
IN ET. STRUCTURE AND PIPE
DIIIENSIOIS VARY.
r PROP. RCP
PROP. INERT SHAPING
115E CLASS A CONCRETE WITH
WIRE MESH
PROP. BOTTOM SLAB OF CATCH BASIN,
DOUBLE CATCH BASIN . IANHOLE, OR
DROP NLET. SIRUCIIIRE MID PPE
DIMENSIONS VARY.
DRAINAGE STRUCTURE INVERT SHAPING
Not to scale
TOE N (a,
MATING 6' DI
AT CURB EU. rTINO FOR EROSION CONTROL
4
DUCE e• GROAT LAYER - I
10' CLAPS I RIPRAP 1 �
16• THICKNESS
ORCJIED LAYER CANNEL
BOTTOM
r
FILTER FABRIC
MIEL
1. INSTALL GROUTED RIP RAP ALONG CHANNEL LEFT RAW (LOOKING DOWNSTREAM).
2. MAINTAIN A MINIMUM OF TAT SHAPE FOR BRNKS. MMlfAN EXISTING CHAMNEL SLOPE
3. PLACE TRW 9' OF CLASS 1 RIPIW A MIL OF e' THICK. PACE AN ADDITIONAL 9' OF CLASS I
WRAP N WET GROUT. TOP LAYER OF MPRAP IS TO HAVE SIMILAR APPEARANCE TO PLAIN WRAP.
4. /ROUE SHALL LE CONCRETE MEETING THE CONTRACT SPECFICATIONS. THE OU KIM OF GROUT STALL
BE PAM FOR ON A CUBIC YARD (CY) BASIS. SUCH PAYMENT SHALL BE FULL COMPENSATION FOR
FURNISHING. MIXING. AND PLACING GROUT. INCWDNG HAND PLACEMENT OF RIPRAP AS NEEDED FOR
TOP LAYER.
PROP. ASPHALT PER I 1' MILLING AND
PAVEMENT SCHEDULE
RESURFACING (MIN)
MN. ASPHALT •LSE
COARSE RELINED W
S
AND BUS
BOOR
0-4 W
— —
AS DI
S OR NT� DIRECTED BY
2' -8' CeO
OtlSNIG
PAVEMENT
10DS DENSITY
Do Not Use For Construction
VARIES
_ --PPE TRENCH
95R
OENSffY
0__--PIPE 1 (DIAMETER VARIES)
PAVEMENT REPAIR WITH MILLING
AT CURB AND GUTTER
WITH STORM DRAINAGE
Not to stole
DETAIL 3
No Dgoeotbn In
GROUTED RIP RAP DETAIL
Not to Scale
PAVEMENT SCHEDULE
O PROP. 1' ASPHALT CONCRETE SURFACE COURSE, TYPE SF9AA AT
AN NOVAE RATE OF 112 LBS. PER SO. YD. PER INCH N ONE
LIFT.
OPROP. 2' ASPHALT CONCRETE SURFACE COURSE. TYPE S9.5B AT
AN AVERAGE RATE OF 112 LBR PER S0. YO. PER NCI N ONE
LIFT.
PROP. VARIABLE DEPTH ASPHALT CONCRETE SURFACE COURSE,
TYPE 511.58 AT AN NEAGE RATE OF 112 185. PER SO. YO. PER
NCI. TOTAL DEPTH NOT TO EXCEED a0• TO HE PLACED N
SINGLE LFIS OF 1A' MMMUM.
OPROP. 4' ASPHALT CONCRETE INIEBIEDIAIE COARSE. TYPE 119.00
D AT AN NOVAE RATE OF 114 LETS. PER SO. YD. PER NCH N
ONE LIFT.
PROP. VARIABLE DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE.
TYPE 19.00 A AN N/ERACE WE OF 114 185. PER SO. YD. PER
RICA. TOTAL DEPTH NOT TO EXCEED 4.5' TO BE PLACED N 24•
MINIMUM LIFTS AND 4.0' MAIOMIM Lwm.
OPROP. r ASPHALT CONCRETE BASE COURSE. TYPE 825.OB AT AN
NOVAE RATE OF 114 LBS, PER ED. YD. PER INCH N ONE LIFT.
PROP. VARIABLE DEPTH ASPHALT NCRETE BASE COIRtSE. TYPE
Ex B25AB AT AN NERAGE ALT RATE OF 114 LETS. PER SO. YD. PER
NCI TO BE PLACED N r MNIMAM LIFTS AND 5.5' MAXIMUM
LIFTS.
OPROP. 6• AGGREGATE BASE COURSE. COMPACTED TO 1001E
MODIFIED PROCTOR DENSITY
( ) EXISTING PAVEMENT
i
L4 0
F7
N
ow4 .7
C6 10
ILI
7
M
M
/
m �
n� m
7-
d
0-4 W
PRELIMINARY
Do Not Use For Construction
Q.I
95% SUBMITTAL
NOVEMBER 2013
pq
p
N

FFF 4 r = 3
0
� vm
gmA.
m
O
0
o�
z to
0 u em
ol� m° -r
me
W e�
3
PC-)
: Z
W
o
0
F
's
o�
SID. 640.01 TO THROAT OPENING-
8' -5% R
lor
B
o,�
m N
j: �.
41 w
o$�
1T e• -3i'4 is
2�2
SID. 840.01 TO THROAT OPEN
r •
m
W
H
0
m W
H
r
SID. 640.01 TO THROAT OPEHN
7' -5' i
I
10.6
I I;
e
;:1 -
,r A,
x ,
I I �
s �
06
°x
m
NTS
III=
STD. 640.01 TO THROAT OPEN
12- 7' -5-
10-
6-
SPIT
O!n® BY
II -21 -13
DATE
� � I
i I
1 1
/ / � ti�l�llltli�l
- -i4+ -�
s
5°n
A
O
ro
m
1p- 14 BARS AT 6. O.C.
1~ 1.5- CLEAR TO BOTTOM I
ro
2�2
10-/4 BARS AT 6. O.C.
1.5' CLEAN TO BO-
DESCRIPTION PLANS PREPARED 8Y':
USINFRASTRUCTURE
OF CAROLINA, INC
1043 E MOREHEAD STREET, SUITE 203
CHARLOTTE. NORTH CAROLINA 28204
N.C. LICENSE / C -1950
•
(�IARIATI'I'1;'_
PETERSON DRIVE
2C
SDIP - PHASE IIIR=1o>o
=�<•A
GDPIIE SRBiT_O2C =M.fm6
JC RW
OF
10
STRUCTURES
#2 & #3
PREPARED BY
S""
APPBDYED BY
SID. 640.01 TO THROAT OPEHN
7' -5' i
I
10.6
I I;
e
;:1 -
,r A,
x ,
I I �
s �
06
°x
m
NTS
III=
STD. 640.01 TO THROAT OPEN
12- 7' -5-
10-
6-
SPIT
O!n® BY
II -21 -13
DATE
� � I
i I
1 1
/ / � ti�l�llltli�l
- -i4+ -�
s
5°n
A
O
ro
m
1p- 14 BARS AT 6. O.C.
1~ 1.5- CLEAR TO BOTTOM I
ro
2�2
10-/4 BARS AT 6. O.C.
1.5' CLEAN TO BO-
DESCRIPTION PLANS PREPARED 8Y':
USINFRASTRUCTURE
OF CAROLINA, INC
1043 E MOREHEAD STREET, SUITE 203
CHARLOTTE. NORTH CAROLINA 28204
N.C. LICENSE / C -1950
•
(�IARIATI'I'1;'_

FRAME ! COVER PER CLD STD. 20.0
4' TOP SUB
TOP SLAB - 719.70 —
;F',
f`
F / PR= 64' RCP
_L
PLAN A
—NCDOT SID. 840.00
SECTION A -A
STRUCTURE GENERAL NOTES:
OPDND
TT�
}
■
■ ■
■ ■■
THROAT IRV. - 718.90
■
4 OPEN SIDES
IX. 18' RCP
U04
PRELIMINARY
a
Do Not Use For Construction
PROP. 48' RCP
Nv. N - 712.17
- --- - - --
.OUT - 711.W
W
i 1■■■■■■
V■■■■■■
I
—NCDOT SID. 840.00
SECTION A -A
STRUCTURE GENERAL NOTES:
h
b
STRUCTURE #4 DETAIL
NOT TO SCALE
PLAN OF 4" TOP SLAB
SUMMARY OF OUARIINES
STRUCTURE /4
CONCRETE 2.1 CY
SIFT REIiDRCFMENf: 80 LBS
MASONRY 2.6 CY
FRAME . COVER PER CID SID. 20 ON
4' TOP STAB
TOP STAB 719.70
OPENING
�fROVqE srEPS w ACCORD4ICE
/ WITH NCDOT sT0 84aee
W. IN- 7
PROP. IS' RCP
SECTION B-B
OL 1S RCP
1. THESE STRUCTURAL DRAWINGS SHALL BE USED N CONRINCTION WITH AND COORDINATED WITH THE CIVIL DRAWINGS AND OOIER CONTRACT DOCUMENTS.
2. ALL WORK SHALL BE N ACOORMOCE WHIN THE LOCAL AND SATE DOGES GOVERNING THIS PROTECT. N THE EVENT OF A DISCREPANCY BETWEEN THESE DRAWINGS AND OTHER CONTRACT DOCUMENTS OR
EXWING FIELD CONDITIONS THAT PREVENT THE DSOUIION OF THE WORK AS DEP0CIED BY THESE DRAWINGS. THE CONTRACTOR SWILL NOTIFY THE ENGINEER NNAEDIATELY.
3. ALL DIMENSIONS AND ELEVATIONS ARE TO FACE OF CONCRETE
4. ALL OPOSFD CONCRETE CORNERS SMALL BE CHAMFERED 3/4'.
B. FOUNDATION DESIGN S SOW UPON A NET ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF. THE BEARING SOILS SHALL BE INSPECTED BY A OEOTECIN ICAL ENGINEER AND BEARING PRESSURE VERIFIED
PRIOR TO THE PLACEMENT OF THE CONCRETE
6. THE MINIMUM 20 DAY COMPRESSIVE STRENGTH OF THE CONCRETE SHALL BE 3600 PSI.
7. MEVACNG STEEL SEAL CONFORM TO THE REOLMEYENTS OF ASTM -sty GRADE 60. AL DIMENSIONS RELATIVE TO PLACEMENT OF REINFORCING STEEL ARE TO CORERS OF BARS (EXCEPT FOR CLEAR
DIMENSIONS).
B. ALL CONCRETE SHALL BE FORMED AND PLACED N ACCORDANCE WITH SECTION 636 OF THE MWOT STANDARD WECi1CATIONS.
9. A STONE GRAIN CONSISTING OF 1 CUBIC FOOT OF 05 OR 0e7 WASf1ED STONE CONTAINED N A FIBERGLASS OR PLASTIC MESH FABRIC SACK SEAL BE PLACED AT EACH WEEP HOLE. SUBDPM FIE AGGREGATE
SMALL BE RACED BENEATH. AROUND AND OVER THE FABRIC A MNIMLNI OF ONE FOOT LOCH DIRECTION.
10. SOME UNDERCUTTING OF THE FROSTING FOUNDATION SOILS S ANTICIPATED. BACK FILL MATERIALS SHALL CONSIST OF SELECT MAIERIAL.
"k MOOD FINISHED PAVEMENT GRADE
733.10
6 SAM . 8' O.C. EACH WAY
2 -#6 BARS 3800 PSI CONCRETE
DOWEL 'C' (TV.)
6'
Y
WT
PRROP. te' NE - - - - - --
STEPS N ACCORDANCE
WITH NCDOT STD 640.86 PROP. 16' RCP
NN. N - 72721 - —
(T'N 61 -0- WAY
EACH
SECTION A -A
A
F2-
Y
2- ,6 BARS TO SUI
CATCH BASIN
PLAN OF 12" TOP SLAB
SUMMARY OF OUARRTIES
STRUCTURE 021
CONCRETE 1.9 C
STEEL REINFORCEMENT: 227 LBS
MASONRY 2.3 CY
BARS . 8' O.C. EACH WAY
NOTES-
1. USE 3600 PSI CONCRETE FOR TOP AND BOTTOM SLABS.
2. PROVIDE STEPS PER NWOT STD. 840.66
BARS . 12' O.C.
DOWEL "C"
STRUCTURE #21 DETAIL
NOT TO SCALE
P R8
z
a
100 � _ �
S
D,
W � �
� �2TSz
0
1
^ i
^
.r
•lam
Qo
C
>♦v m m
■
■ ■
■ ■■
■ ■■
■
■ ■■
■
U04
PRELIMINARY
a
Do Not Use For Construction
95% SUBMITTAL
W
i 1■■■■■■
V■■■■■■
NOVEMBER 2013
p
■■
■■
■■■■■■
■■
■■■■■■■NI■■■
■■J
h
b
STRUCTURE #4 DETAIL
NOT TO SCALE
PLAN OF 4" TOP SLAB
SUMMARY OF OUARIINES
STRUCTURE /4
CONCRETE 2.1 CY
SIFT REIiDRCFMENf: 80 LBS
MASONRY 2.6 CY
FRAME . COVER PER CID SID. 20 ON
4' TOP STAB
TOP STAB 719.70
OPENING
�fROVqE srEPS w ACCORD4ICE
/ WITH NCDOT sT0 84aee
W. IN- 7
PROP. IS' RCP
SECTION B-B
OL 1S RCP
1. THESE STRUCTURAL DRAWINGS SHALL BE USED N CONRINCTION WITH AND COORDINATED WITH THE CIVIL DRAWINGS AND OOIER CONTRACT DOCUMENTS.
2. ALL WORK SHALL BE N ACOORMOCE WHIN THE LOCAL AND SATE DOGES GOVERNING THIS PROTECT. N THE EVENT OF A DISCREPANCY BETWEEN THESE DRAWINGS AND OTHER CONTRACT DOCUMENTS OR
EXWING FIELD CONDITIONS THAT PREVENT THE DSOUIION OF THE WORK AS DEP0CIED BY THESE DRAWINGS. THE CONTRACTOR SWILL NOTIFY THE ENGINEER NNAEDIATELY.
3. ALL DIMENSIONS AND ELEVATIONS ARE TO FACE OF CONCRETE
4. ALL OPOSFD CONCRETE CORNERS SMALL BE CHAMFERED 3/4'.
B. FOUNDATION DESIGN S SOW UPON A NET ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF. THE BEARING SOILS SHALL BE INSPECTED BY A OEOTECIN ICAL ENGINEER AND BEARING PRESSURE VERIFIED
PRIOR TO THE PLACEMENT OF THE CONCRETE
6. THE MINIMUM 20 DAY COMPRESSIVE STRENGTH OF THE CONCRETE SHALL BE 3600 PSI.
7. MEVACNG STEEL SEAL CONFORM TO THE REOLMEYENTS OF ASTM -sty GRADE 60. AL DIMENSIONS RELATIVE TO PLACEMENT OF REINFORCING STEEL ARE TO CORERS OF BARS (EXCEPT FOR CLEAR
DIMENSIONS).
B. ALL CONCRETE SHALL BE FORMED AND PLACED N ACCORDANCE WITH SECTION 636 OF THE MWOT STANDARD WECi1CATIONS.
9. A STONE GRAIN CONSISTING OF 1 CUBIC FOOT OF 05 OR 0e7 WASf1ED STONE CONTAINED N A FIBERGLASS OR PLASTIC MESH FABRIC SACK SEAL BE PLACED AT EACH WEEP HOLE. SUBDPM FIE AGGREGATE
SMALL BE RACED BENEATH. AROUND AND OVER THE FABRIC A MNIMLNI OF ONE FOOT LOCH DIRECTION.
10. SOME UNDERCUTTING OF THE FROSTING FOUNDATION SOILS S ANTICIPATED. BACK FILL MATERIALS SHALL CONSIST OF SELECT MAIERIAL.
"k MOOD FINISHED PAVEMENT GRADE
733.10
6 SAM . 8' O.C. EACH WAY
2 -#6 BARS 3800 PSI CONCRETE
DOWEL 'C' (TV.)
6'
Y
WT
PRROP. te' NE - - - - - --
STEPS N ACCORDANCE
WITH NCDOT STD 640.86 PROP. 16' RCP
NN. N - 72721 - —
(T'N 61 -0- WAY
EACH
SECTION A -A
A
F2-
Y
2- ,6 BARS TO SUI
CATCH BASIN
PLAN OF 12" TOP SLAB
SUMMARY OF OUARRTIES
STRUCTURE 021
CONCRETE 1.9 C
STEEL REINFORCEMENT: 227 LBS
MASONRY 2.3 CY
BARS . 8' O.C. EACH WAY
NOTES-
1. USE 3600 PSI CONCRETE FOR TOP AND BOTTOM SLABS.
2. PROVIDE STEPS PER NWOT STD. 840.66
BARS . 12' O.C.
DOWEL "C"
STRUCTURE #21 DETAIL
NOT TO SCALE
P R8
z
a
100 � _ �
S
D,
W � �
� �2TSz
0
1
^ i
^
.r
•lam
Qo
C
>♦v m m
ICI
�
O
U04
PRELIMINARY
a
Do Not Use For Construction
95% SUBMITTAL
W
NOVEMBER 2013
p

B
a
r
�_NERAL NOTES • I
THESE STRUCTURAL DRAWINGS ':..ALL BE USED IN OONNINCION WFFN AND COORDINATED WITH THE CI'-
DRAWINGS AND OTHER COMIRAC' DOCUMENTS.
ALL WORK SHALL BE N ACCORDANCE WITH THE TACK AND STATE CODES GOVERNING THIS PROTECT
THE EVENT OF A DWF43 WNCI BETWEEN THESE DRAWINGS NO OTHER CONTRACT DOCUMENTS OR DF: .
FIELD CONDITIONS THAT PREVEM -HE EXECUTION OF THE WORK AS DEPICTED BY THESE DRAWINGS. T1,,,
SUMMARY Or ANTMES CONTRACTOR SWILL NOTIFY THE ENGINEER IMMEDIATELY.
51RUCTU1I N29 ALL DIMENSIONS AND ELEVATION' ARE TO FACE OF CONCRETE
CONCRETE: 4.7 CY
STEEL RENFORCEMENI 1090 LBS +. ALL EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 3/4 -. V
MASONRY 1.J CY 5 FOUNDATON DESIGN IS BASED UPON A NET ALLOWATL£ SOIL BEARING PRESSURE OF 2000 PSF. THE o
BEARING SOILS SHAL BE INSPECTED BY A GEOTEC168CX ENGINEER AND BEARING PRESSURE VE IFE'L •• tttt'�� N N
PRIOR PLACEMENT
s THE MINIMUM 28 DAY CDMPRESSNE STRENGTH OF THE CONCRETE SHALL BE 3600 PSI.
�fB <
-_ /- i. REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM -615 GRADE 60. ALL DIMENSION':
ITT BOTRIM RELATIVE TO PLACEMENT OF REINFORCING STEEL ARE TO CENTERS OF BARS (EXCEPT FOR CLEAR Q' O
W
U
1 III\ 1
6'
�
1 I\
m
� v
w
e. A STONE DRAIN CONSISTING OF I CULTIC FOOT OF #5 OR %57 WASHED STONE CONTAINED N A
1 I 1
Z
O wZ"
1 ( 1
1 I 1
REPLACE 20 LF a 1x. 8"
SS WITH 8• DIP, CLASS 350
Q
AGGREGATE SHALL BE PLACED BENEATH. MOUND AND OVER THE FABRIC A MIN, OF ONE FOOT EACH
DIRECTION.
L
1 TLS \
Al
1
1 (
1
i�iiiii
1 I
I
\
\
I
I \
\
\ I
I
1
1
/7 AT 12• ALL
SIDES INSIDF FACE
9 / - -►
WITH NCDOT BIO 840.66
I
I
r
2-
k
�
it
I
fi i i I
I )1
,•o-
-I1'-0'
-0
1' -0•
f-
I
+5 BARS AT 12. O.C.. (m)
;;
d
(;
Ai
PLAN
L cT
NTS
B
a
r
�_NERAL NOTES • I
THESE STRUCTURAL DRAWINGS ':..ALL BE USED IN OONNINCION WFFN AND COORDINATED WITH THE CI'-
DRAWINGS AND OTHER COMIRAC' DOCUMENTS.
ALL WORK SHALL BE N ACCORDANCE WITH THE TACK AND STATE CODES GOVERNING THIS PROTECT
THE EVENT OF A DWF43 WNCI BETWEEN THESE DRAWINGS NO OTHER CONTRACT DOCUMENTS OR DF: .
FIELD CONDITIONS THAT PREVEM -HE EXECUTION OF THE WORK AS DEPICTED BY THESE DRAWINGS. T1,,,
SUMMARY Or ANTMES CONTRACTOR SWILL NOTIFY THE ENGINEER IMMEDIATELY.
51RUCTU1I N29 ALL DIMENSIONS AND ELEVATION' ARE TO FACE OF CONCRETE
CONCRETE: 4.7 CY
STEEL RENFORCEMENI 1090 LBS +. ALL EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 3/4 -. V
MASONRY 1.J CY 5 FOUNDATON DESIGN IS BASED UPON A NET ALLOWATL£ SOIL BEARING PRESSURE OF 2000 PSF. THE o
BEARING SOILS SHAL BE INSPECTED BY A GEOTEC168CX ENGINEER AND BEARING PRESSURE VE IFE'L •• tttt'�� N N
PRIOR PLACEMENT
s THE MINIMUM 28 DAY CDMPRESSNE STRENGTH OF THE CONCRETE SHALL BE 3600 PSI.
�fB <
-_ /- i. REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM -615 GRADE 60. ALL DIMENSION':
ITT BOTRIM RELATIVE TO PLACEMENT OF REINFORCING STEEL ARE TO CENTERS OF BARS (EXCEPT FOR CLEAR Q' O
PLAN OF 12- TOP SLAB
NTS
DIMENSIONS).
W
U
e ALL CONCRETE SHALL BE FORMED AND PLACED N ACCORDANCE WITH SECTION 838 OF THE NCDOT SIE
SPECIFICATIONS.
6'
�
m
� v
w
e. A STONE DRAIN CONSISTING OF I CULTIC FOOT OF #5 OR %57 WASHED STONE CONTAINED N A
:m3
Z
O wZ"
FIBERGLASS OR PLASTIC MESH FABRIC SACK SHALL BE PLACED AT EACH WEEP HOLE, SUBORAIN FINE
Q
AGGREGATE SHALL BE PLACED BENEATH. MOUND AND OVER THE FABRIC A MIN, OF ONE FOOT EACH
DIRECTION.
L
�v
` vi
►` O�Z
i�iiiii
PROVIDE S1EP5 IN ACCORDANCE
PLAN OF 12- TOP SLAB
NTS
DIMENSIONS).
W
U
e ALL CONCRETE SHALL BE FORMED AND PLACED N ACCORDANCE WITH SECTION 838 OF THE NCDOT SIE
SPECIFICATIONS.
6'
�
m
� v
w
e. A STONE DRAIN CONSISTING OF I CULTIC FOOT OF #5 OR %57 WASHED STONE CONTAINED N A
-
Z
O wZ"
FIBERGLASS OR PLASTIC MESH FABRIC SACK SHALL BE PLACED AT EACH WEEP HOLE, SUBORAIN FINE
Q
AGGREGATE SHALL BE PLACED BENEATH. MOUND AND OVER THE FABRIC A MIN, OF ONE FOOT EACH
DIRECTION.
�v
` vi
►` O�Z
•r
FRAME AND GRATE FRAME AND GRATE
NCDOT STD. 840.24 MCOOT STD. 840.24
GRATE EL. 710.53 GRATE EL 710.54
3
x,
a=
J _L
• 0"
EX. 8• SS "
REPLACE 20 LF OF EX. 8" SS 9 •
WITH 8• W. CLASS 360
EX. STRUCTURE SLAB TO RD" EX. STRUCTURE SLAB TO REMAN I I EX. STRUCTURE SLAB TO
' -2" — \
TOP OF EX. AND P.P. 8• IS - 898.31
EX. AND PROP. SS INV. ELEV. - 695.64
PROP. 12Y" STEEL ENCASEMENT PIPE
INV. ELEV. - 605.44
SECTION A -A
NTS
SECTION Al -A1
NTS
OL Ir TTO
DONl1
R11
5- /B
' BEPLACE 20 LF OF EX. 8• SS
WITH 8• DIP. CLASS 350
0• -e'
SECTION B -B
NTS
6r BCP
o
0
PRELIMINARY
Do Not Use For Construction
95% SUBMITTAL
NOVEMBER 2013
AND GRATE
SID. 10.5* ^ I
EL 7 840.2
tl$,�
/514' -0" DOWEL. AT 12" TYR,
MIN. EMBEDMENT OF 12" N LOWER WALL
6'
�
m
� v
. INVERT SHAPING. TRANISITON
SHAPE TO 30•/38' TLET PIPES.
OU
USE CLASS A CONCRETE WITH WIRE MESH
-
e
�v
m
PROVIDE S1EP5 IN ACCORDANCE
PROVIDE STEPS IN ACCORDANCE
WITH NCDOT STD 840.66
WITH NCDOT BIO 840.66
k
�
-0
IS BARS AT 12" O.C.. (TYP)
�+
I
+5 BARS AT 12. O.C.. (m)
07 BARS AT 12. O.C., CM)
#7 BARS AT 12" O.C.• (TYP) /5 BARS AT 12"
ee
C.48-
/7 BARS AT 12. O.C.
48" RCP
- 456,
—
---- - - - - -- \
\ INV. IN 699.0
------
- --
—
EC. a6• was \
- --
- - - - --
EL. W. RCP I\
OF IX. AND PROP. e• 55 - 696.33
. NO ROP. SS INV. 695.66
E
PROP. 12%' STEEL ENCASEMENT PIPE
INV. ELEV. - 595.46
W. UUF - 690.70
Nv. OUT - 696.70
3
x,
a=
J _L
• 0"
EX. 8• SS "
REPLACE 20 LF OF EX. 8" SS 9 •
WITH 8• W. CLASS 360
EX. STRUCTURE SLAB TO RD" EX. STRUCTURE SLAB TO REMAN I I EX. STRUCTURE SLAB TO
' -2" — \
TOP OF EX. AND P.P. 8• IS - 898.31
EX. AND PROP. SS INV. ELEV. - 695.64
PROP. 12Y" STEEL ENCASEMENT PIPE
INV. ELEV. - 605.44
SECTION A -A
NTS
SECTION Al -A1
NTS
OL Ir TTO
DONl1
R11
5- /B
' BEPLACE 20 LF OF EX. 8• SS
WITH 8• DIP. CLASS 350
0• -e'
SECTION B -B
NTS
6r BCP
o
0
PRELIMINARY
Do Not Use For Construction
95% SUBMITTAL
NOVEMBER 2013
AND GRATE
SID. 10.5* ^ I
EL 7 840.2
tl$,�
/514' -0" DOWEL. AT 12" TYR,
MIN. EMBEDMENT OF 12" N LOWER WALL
�
m
� v
. INVERT SHAPING. TRANISITON
SHAPE TO 30•/38' TLET PIPES.
OU
USE CLASS A CONCRETE WITH WIRE MESH
-
�v
m
3�

W C) µ
. ^A wNw N
z
W Z
h W W�U
a —0 3..
a
s;
s„
O
x
w � du
aA
A
95% SUBMITTAL PRELIMINARY
NOVEMBER 2013 Do Not Use For Construction N
STRUCTUR
M
a
■��aa�
®ate®..
■
��a■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■aa�
■
■a
■■
■ ®������ ■ ®a ®aaaaaaa ®aaa�aaaaaaaa
W C) µ
. ^A wNw N
z
W Z
h W W�U
a —0 3..
a
s;
s„
O
x
w � du
aA
A
95% SUBMITTAL PRELIMINARY
NOVEMBER 2013 Do Not Use For Construction N

­,R7* EAS
CA ro
T&
(50, PuAs PA Ic STREET r
Ralc *xr
IV
cP
PROP. 3c
i.5.4
e
­7T _Z
J
f
s sr
P I,
10
tit - — - - - - - - - - . . . . . . . . . . .
.... ...... ... . . .. .......
cone I 1U
CWEL 01
TV
fill
#wit
it (0
:KAM UW FENCE
ST��& OF'e�
REMOVE 96 LF± OF 6' CMN L*w
TEMPORARY INSTAUATION
FENCE WITH 3 S�DS F BED
10
WIRE W C =ED
a N LINK E RAPPED WITH CONCEF WIRE
I I,/ I
WITH '3 BARBED
IZ11
Mr—ARr—;=N ' WIRE
PROP 78 LF:k OF W CMN LINK FE40:.
PROP. 134 LF* OF 6' CKAJN ! 1,21, i I i, I 1 1--
LINK, FENCE WITH 3 stmm OF EMOVE 76 1 , I WITH 3 STR440S OF BARBED TYNE ' I - I
C LF* OF '. � WRAPPED WITH
BARBED WIRE — REMOWE 150, LF* Of w "M.11 FENCE R130YE 87 LF* OF EX. 6' M"IAW INSrALLA
CHAN LM fecE wm a S
INSIALLATION TENP� STRANDS OF BARBED NONE OF W�D I Ile 04AN LINK FENCE WrM 3j
STRMDS OF BARBED W�
WRAPPED WITH 41
NINE CON" lei A.
I'VOT
e
agy I
lll}y P�Aj
(D
SUE SDE— SOE— SDE SUE r!"` E O
�:a SDE
I
_
RN
=77zE- Lo I
PROP 42* RCp
PROP 48'
IDE '3
SVE SDE-- SDE_ WE:�_L SDE-
e e _0e
e
(D REMOVE 74
UNK FLEFN*CI?`WMA*4 3
STRANDS OF Wom w1RE
l it
. . . . . . . . . . . . . .
PROP 113 LF* OF G' CHAIN
0 LJW FENCE WITH 3 STANDS OF
.0 N, BARBED WIRE — TEMPORARY
IR
nxucmr
PROP. 42' RIP 42•
SDE
SDE_ SDE-- SDE— SDE— &DE-- SOq-
q— — — — — — —
3
AR
at
1 11
........ . . . . . . . . . . ..... ......
. . . . . . . . . .
. . . . . . . . . . . . . .
L)
0 @a
NU
i o"11 2�
t
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
aw
0 4K
Fg
r"-\" 0
rlo fr
XIX PROPOSED TEMPORARY
SECURITY AND
RI FENCES
5_
Mjr.EFORE zu
coNsTRun OF
. . . . . . . . . . . . . . . . . . ...
............ . . . . . . . . . . . . . . . . . . 0
.......... IMPROVEMENTS 0 .4
t
ra
con
PRELIMINARY
Do Not Use For Construction

!ARE - TEWIP0R0W OW&LAPON
A
&ME 45 LF* DF
6' CNVRUNK FENCE WITH 3 STRANDS
'BARBED WIRE
AMERICAN FENCE)
Z--\
MIN
IL 4,
0:3q
owl
-zt , CO)
tt
z
w
LU
-- - - - - -- - -
. . . . . . . . . . . . . . . . . . . . . . . .
- - - - - -- - - - - - -- - - - - - - - - - -
Lan
2 _ Pi MEN=
001 1
NN
0
L)
z -0
2�0
WA
I
1--.2
PROPOSED REMOVAL AND INSTALLATION OF
TEMPORARY AND PERMANENT FENCES FOR
PARCELS 23, 24, 25, 26, 27, 28, AND 31
TO BE PERFORMED BY AMERICAN FENCE
REFER TO PROJECT SPECIAL PROVISIONS qi
12�
PRELIMINARY
Do Not Use For Construction
Z�
04
I %
MEN
Now
4
445'
li #4 !
!ARE - TEWIP0R0W OW&LAPON
A
&ME 45 LF* DF
6' CNVRUNK FENCE WITH 3 STRANDS
'BARBED WIRE
AMERICAN FENCE)
Z--\
MIN
IL 4,
0:3q
owl
-zt , CO)
tt
z
w
LU
-- - - - - -- - -
. . . . . . . . . . . . . . . . . . . . . . . .
- - - - - -- - - - - - -- - - - - - - - - - -
Lan
2 _ Pi MEN=
001 1
NN
0
L)
z -0
2�0
WA
I
1--.2
PROPOSED REMOVAL AND INSTALLATION OF
TEMPORARY AND PERMANENT FENCES FOR
PARCELS 23, 24, 25, 26, 27, 28, AND 31
TO BE PERFORMED BY AMERICAN FENCE
REFER TO PROJECT SPECIAL PROVISIONS qi
12�
PRELIMINARY
Do Not Use For Construction
Z�
04
I %
MEN
Now
4k
!ARE - TEWIP0R0W OW&LAPON
A
&ME 45 LF* DF
6' CNVRUNK FENCE WITH 3 STRANDS
'BARBED WIRE
AMERICAN FENCE)
Z--\
MIN
IL 4,
0:3q
owl
-zt , CO)
tt
z
w
LU
-- - - - - -- - -
. . . . . . . . . . . . . . . . . . . . . . . .
- - - - - -- - - - - - -- - - - - - - - - - -
Lan
2 _ Pi MEN=
001 1
NN
0
L)
z -0
2�0
WA
I
1--.2
PROPOSED REMOVAL AND INSTALLATION OF
TEMPORARY AND PERMANENT FENCES FOR
PARCELS 23, 24, 25, 26, 27, 28, AND 31
TO BE PERFORMED BY AMERICAN FENCE
REFER TO PROJECT SPECIAL PROVISIONS qi
12�
PRELIMINARY
Do Not Use For Construction
Z�
04
I %

E
. 772
728 .._ _.. -
�pp55 M n
724 - __--- ....._. _.._- -.._ _._ - __ - ._. go a 1 Yi.. X50 T..d ��$ 1#� -lICB SYS1O1 ... GO
U
BEFORE CONSTRUCTION OF PHASE III IMPROVEMENTS . -_... .. . ......._._ - _.__ -__ _.. __.___. _. gmn _ _ _ _ 4
m l` ' i�- a p aJ N 2
of $' -^ %' tn' g 8 �� 01 .. -_ -- ____ -_TO PROP03D fildNllD_ _._._ Qy"O O
_ ARE INITIATED, THE ENGINEER SHALL MAKE A FIELD . - _.. _- _. _. - d 1. > d �xrb > CL
__. INSPECTION OF THE EXISTING CHANNEL AND GRADE
+a-'lyeet €g _ <
CONTROL STRUCTURES IMMEDIATELY DOWNSTREAM OF - °- a z z g G
- — — --
N _
PHASE 111 PROJECT LIMBS. IF THE CHANNEL AND GRADE 84 k _ F o _N z z z _ / - Ln 0+ V zF
720 CONTROL STRUCTURES ARE DETERMINED TO BE IN NEED - 2 - - _......_
_.. OF MAINTENANCE OR REPAIR, THE CONTRACTOR SHALL it _. _ r " _ - I -I I - I I I I'r I I =1 I I = 720 '- � O X
PERFORM THE REPAIRS AS DIRECTED BY THE ENGINEER _. _ -.- _. -... 6 &i ...... _ -.. -_- ee._ I _ 2.001[ _._- - - III "III - I11�f1�1= III =1� -I d
.. AND AS PROVIDED IN THE PROJECT SPECIAL PROVISIONS - ._ --- .... . __.__ _ ...... -_._ __...._. . __. ._.__. _..... .... . �b Q W .J
� ���� '� N -it 11 I 11- III =1 � W a
1 =m I -m =II— — — w Li
7te .. _ hig + I =1 11— I — — — _ — — -- — — — 7tB w a m
2 _
IE EX. IrINS, 70 PROP.I PLP. AT 7.7101 Z N °-crS2
I� 0, S �p AT 2.00n PROP. 87CB = W 7
W
- _
712 1p ��
_
n 2
PR0R 27LFI OF
STA. 10+00 T09TA 10 4��PROP`27 F 0.1. 0.80%
PETERSON DRIVE STORM L
DRAINAGE IMPROVEMENTS __. _._.... __. _. ..... __.. ......... ......_._....___ _.. _.._ .0:601[ 1. .___ _... ....._. ____... __ ............._ a
708 III HASEI PROJECT NO. 671-04-704
--- - - - - -- FLL TO PROPOSED CROUIQ )
- - -- -
- — - -- 704
701 -- -- - - - --
-T� I_ - Z1 L,
I. __ —_ _ ------
__...__._- PHASE 10 PROJECT LIMITS
I0 +40. LINE L -1 _ -. __... -_.. __...... .... _.._. - j� -.. -. _. ..... ..
._....._.._..- _._...._ ....
- ._.... _..... -. - -. .. _. _... ..._._._._.__ __.._ RIP RAP SHEET 2 BASIN
-_ - - SEE DETAIL -SHEET 2A
700
o
v I
^ h
10+00 11+00 1240D 13400 /N00 16400 PL
ISEY REAL ESTA7E•�VIRGIN.
} I PROdSIG, FOR PARCEL I
t i.,. -• �� �wz I BEFORE CONSTRUCTING
BEE SHEET 1.,. -`7• { \ �� I l� F4iOJ6pN6 FOR PARCEL ♦♦ II I I I M
SEE PETERSON DRIVE STORM FOR PROPOSED .,/¢`N1�1{ ii BEFT7RE CONSfRUCIMp '�, 1 s ,iv°iw°I°acv
' LINE L-1A ° '+�'1 .. J1 1�1 11PRWEMFNI54 , `' / I1 GYtl w i 1 °Bai i c°rouw°' ne °cn °iN¢r ! li
DRAINAGE IMPROVEMENTS / BEFORE CONSTRUCTION OF PHASE III IMPROVEMENTS IMPROVEMENTS ti L ! Q 2 '
PHASE I PROJECT NO. 871 #704 ARE INITIATED, THE ENGINEER SHALL MAKE A FIELD Q
INSPECTION OF THE EXISTING CHANNEL AND GRADE _ - ^ `�- REM 75 LF:k OF W CHAIN LINK
xar aR ION:ciar 1\l I I - - I r I i M - PR07Mp A�W1
CONTROL STRUCTURES IMMEDIATELY DOWNSTREAM OF x+
PHASE III PROJECT LIMITS. IF THE CHANNEL AND GRADE vnmwu p1 a .I -`- J� 1 x"0R"y�.4� I I i I
CONTROL STRUCTURES ARE DETERMINED. TO BE IN NEED 0° P13�6 °O z11 0 - - W 1 uw° sr +fib \
OF. MAINTENANCE OR REPAIR THE CONTRACTOR SHALL ,NA M1�Ar I : Z ' PROP. 54- RCP
PERFORM THE REPAIRS AS DIRECTED BY THE ENGINEER -`..� IIM l71D11C B151N ��"
` • . , - - AND AS PROVIDED IN THE PROJECT SPECIAL PROVISIONS _ I
PROP. 5 _ - gE ,OkTIL - SHEET 2A _ O'•'1P°M 3 STANDS OF
' 13ARBE0�WIRE R e� F 0P 8. CHAIN
r \ �- l4 `` z • \ _ ,9j n O� RESET 150 IFt OF 6' CHAj1 IMC IDRIE MITI 1 I
LINE L F110P. Be UNK FENCE WITH 3 SntAN03 # `I 71 STNOB OF r Kx REWCVE 134 t OF 6' CHAIN
• „• x..�L: PROP. GRADE CONMOL 511? •. \ - - - - LY' I - - - _W BARBED WIRE ` ! ®e I
1 - I TIE
Ex. t5- RCP I BAIMEO wa x p
SOE� I `•` ` CJ _ �, TO PROP. STCB I .
_ n en RE (7�J AL AT ON I I f•.:: b
T $ 4ZiF'?A O �x - j PERMANIM MST
zr :vcxn OT, nx `. x v xyu..f.' '' 1 1 I 1
O e '. .e I
• ,� u•�... -- I `,'_ >.r' CS t:� ., wrLL _ "oux � �`
\" / r ax i ... •� �,r•,b� e e e �� ' a,• ' e., eO i, 9NY m Lv.Yt'r-+ -, - , - +
/ y `
'j'^� \ � �'t1Y•' -• -tie e----- /- yr. ��j N.a°RO°O: - a '- _ Ili
{ ,s•-u �� 1°• roLxu„z e ,r_xn° 'ro // ie• Iw "' •ISCw ' II !OE ..I.. -v.�. .c ,,,,yLVR r
T4L - SDE�* —� SDE-
50`E. SDE "iTx 6OE -
°
s _
soE I
rod 3
ui
Y
x� J
.. • '.. _
J
z nx
I _ ... <. .. -" .. a sr?E!"" ••.1
111 _ .... �. '�" .,,. � i• ±e , = fn
,z' °LxvNLall r r 1 u mdJC �.. �. F"
) i� `'. PROP. 48'RCP U
'yJ n'PRDJEOT: r- , m e•iiLL�r: tl ��'�T INN DSBNBEDWIRE7 ! 1/7
A 10+40. ✓ w ... ,E w A aR 141 . - LMIE L -1 C
` PERMANEM MTAWRON WITH
=� SOE 1 SOE 50E 6DE sD[ �BIIE 80E - BDE _ 6a�r' g•1L 113 IFS of 6' I� +
,U 1AX
_ - ,if cw L, 1 r F - «LCNI ' ; �.; ! a 1'0' t STA1IO3 a B CEO wnE7 I�[[.J.�]I ►F°°lill
n,, 1/ •\ ' ROP. TOP OF CHANNEL BANK, myd .... �J
- a1aLiOivrr ""'•"'.«.„....., ✓'i e e e e e --I a _ . "���• a �,,.:,.- > J 7 / x°RN �y{ i tl l P�1
Y,.` t / \ i _ _ +Mu PROP. TRMNOULAR CHANNEL
pQQBB�:: J' / / PROR. BOTTOM OF CHANNEL BANK. (7YP.) j -- ,H?° ' J - _- a '�'r ` I / I x I / w "nESro¢ ` r i .t' TM' A8 W PIROPP.. PAP �. Fr VJ
'J ) ' x°w °R EORREALV / \✓n I �" "�"� - xm nR 1 F°1 0
/ F nxe ,x 4 ©_may [�L�
)O '8 1 1 l / nB'x, arc me . 1,' SEE DETAIL SHEEP 2A z P}y z
z nwsnx° cn ua -_ ' F+1
'.:../ ORn'2p L / >, 4 ` I 10 �y .Ci U, `°"°LC°' ` \\ L'�•`" � --
oe z,eez ec °w -
-/ .xx« xfi a Pe �oz ,-rx :..,:..,. z PROP. C ryNEL �'- �1 . .- uuwn• S J '''.'s an Mir e \ 7 oz., -=°n ° O 0 W F
N!0 A M ^WQ e3. E vCiEnm" Orz .;�, HHZA [ �`!Aj
I '� {''')�- k"-- �" 1 . ?r`'.. ".:,. I SEE TWICAL CHANNEL .r°'U�R�_�'• \�' l+fr I - F°I O
qe "a fivavn .L.- .. .� x � I .::: ': ,;:.. sx. t0 # N - t t ` FOR PRaPO6EO � : W
�, %� ..... SECnON A - SHEEP 7A
I CONTRACTOR TO PROVIDE TREE PROTECTION TO EXISTING 9 ry x; C x� x ( >i �,�.dwbooL 1T1�`
/ asz c'rerorsa 18 ./ T- -- - "- ��. +e• E0I TLW I,,. Q a 1 I 1 / LINbPRdVEMQlIS '� 1 xzo E rE,Eiaal °fi E a Q
TREES ALONG THE CORRIDOR OF CHANNEL IMPROVEMENTS dl < ' T
PARCELS 1, 2. AND 3 H SHOWN C THE UST PLANS B AS ACCESS / i _ 2 ' ' �'°�• '�`'� >''' TBM p28 >' �'"� ' `� _ _ I /i Y •1 - 1 t F�1 H
I/ BATHE ENGINEER. THE CONTRACTOR MUST SUBMIT ACCESS
LOCATIONS) AND METHODS FOR PROTECTION AND fi a Y� "ow oR rwemeLr - 'f, 1 +t !, IS - ow
MINIMIZATION OF IMPACTS TO EXISTING
VEGETATION FOR ByI s rr y �, y.?.'�J ELEV. Y 74TSY roxwv. °zewuxlse .j • / �^ •,a y I O' I 1 \ \\1't�• 0 �.i� a
/ REVIEW AND APPROVAL AND BEFORE CONSTRUCTION BEGINS. I x ' :
4 N Ir1° f . - °° nxe r, ma " Q4
ter. 20 II i 95/aSUBMITTAL F
"xRn .r' m
-�_ \ ! NOVEMBER 2013
I
PRELIMINARY 4 0
Do Not Use For Construction

732-- i old
r
EL tit
CHANN ABOVE PROP. PIPE S�TEM - --- --- -
TO DRAIN INTO PROP. STCBe kp
rj 728— 8 SEE"-IC& CHANNEL SECTION B SHEET 2A .1a_
=+1F
4, FLL YO 06K. a-m-m-m--
724-
11T M 1 '
2AW I -1 F
6
iffir 11-1111 1111-111-111—
16+0
�i
to
C*
CO)
LU
Z CO
J Uj
3: LU
LU
174M
L-1 PLAN AND PROFILE
14+00
px
M, NOT DMnM
EX. 2
77B w�
CFO MTLm w'm'
0,
PROP. 41011MIL
RE
PLACEMENT27
SEE'\SHW A-
pie
PROP. 25 LF OF
DEAD
D=GEE ADE
OLD STD. 50.07A&B
PROP. END OF ROAD
MARKERS (5)
OLD STD. 50..
v
C--
0 JJ
--flap- -W
7)
LUM OF P —HALT
(T-) SEE SkV :p
r-LUM OF PRO
T-
$
60 Lr OF 24*--
& GUTTEIR
SIDEWAIX Cg
0
91.
C1.1
PR
96
P MJN
- { _. - 1 b' RCP AT 11 / I I - PROP.. D.8; IOLT
OLD SM. 20.03 t
F[ MCIVE 4 tf HCDOT STD
STA. 13+3i.NM IT LI -A
f
15* RCP & OPAIIES 724.2� TYPE E 2)
COOT ST 5-)
W. IN 7 1.77
W 2
OUT 719.20
230 LF OF
19 30*." AT 2-M.f:; 0
........ . .. ... .
. . . .... .. . ...
r
. . .. . .... .....
. .. . ... . ... *:-::
f 0:
. . . . . . ....
0
RES
YAM
MOP. 54 RCF-
REMOVE 134 LF:k Of 6' CWM
WIRE 3 STANDS OF
I'D LF* OF 6 CHAIN
olj $ UNK FENCE VATH 3 STRANDS
OF BARBED "RE -
PERMANENT INSTALLATION- L 7�
U_
e
'311
02
mw Mp
LINE L-1
3 r. FROP1 64 LF OF tt
24* PCP AT &OOX
P. STCB
OP. RING & COVER
21111 —1�
13+74.29. 111 "' RT L-I J_
10 1
T NV. 722.84 E A
IN 720.3*
OUT 717.50
12.
ra- END OF ROAD MARKERS 5)
ATE; STD. 50.08MA
13 1.,- 1
PROP 25 LF OF DEAD 2) .I I it END STREET BARR
K�
OLD STD. 50.07A&B -It
mkim
z
=TPP W)
7a h? Fri IW"
in
1.4
95% SUBMITTAL
NOVEMBER 2013
L-1A & L-113 PLAN PRELIMINARY
Do Not Use For Construction

7-c A
=gym /"-9
-91
A
�-1 3Nn
>
II
O
z
Z 'o c-
r
U)
c
ca Im
z
r f
No
m
303--.1=4 — — — — — -
II (mm onand.09)
AN
8 991-A Q. 11 ?1 12
- C3 yT
ti
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
1.
M.
RUN
-1
m A. N
Ng.,
.... . . . . ..... .
............ ray
i
9
1! 0 IN
AY 01 - 34 V
Fow,
GRATES 727.3*
INV. IN 724.5 (EX 24-)
17I-TE 72924 —F i
INV. IN 22.84 (#17,
NV. IN 71194 (019)
INV. OUT 72255
M P DCB
CLe i6. 20.03
FRAME
kGPA
E
12- BB. �LT
L
GRATE TYPE
E
SHEET
5
PETERSON DRIVE
SDIP - PHASE U1
030213
030213
1"-20' H/I*-4! V
SCALE
,Oda
NO,
DATE
BY
DESCRlPTION
PLANS PREPARED 13) :
USf*% USINFRASTRUCUJRE
OF CAROLINA, INC.
1043 E. MOREHEAD STREET, SUITE 203
CHARLOTTE, NORTH CAROLINA 28204
N.C. LICENSE # C-1950
cR4RUym
DIRWIWY-
CAD FIIZ -
OF
10
EAST CAMA STREET
LINE 1A
STA. 10+00 TO STA. 13+57
JC. RW
SPH
CHECKED BY
PREPAREDBY
ENGWEIEMING & PRDPEIM
MAKAIGIRIENT
SPH
AppwvED BY
11-27-13
DATE

y pz�Ozy�y�
z v �m
�2
m
oom+o+
N d F 1 a to Rs ° 7s
Ll
lP�M� III "3 G
-- �--- - - - - --
III
IP � —
'� ,20
its
1Q�
C x. a aa1tk as
I) axs.
II, pp $ L O X 0`.��wj�
coo
I
��.•.• -- � `„o.� —T�'° yq � i .528
o_
T I gsy
991 WnY,p .W.
- — — �v::::3ULMUx:4,:•::,hT:;:j �i't�' +•sir:�di $ K � gk 1 �
I �
! � Wig $Ipsa
lip IR S
�B co
RRa� RRT" R� =, RR RR RR -.9i � i -RR
g'!�� TTT � T
y Zi
OLD PINEVILLE ROAD
60'
If
I PRaPT t,tN'E s CRATE
8 N �-
CGRA1TE0736. t rmc F 1. -2
1 NV N 727.13 (P3)
Nv X24. "/21>
I
I
I —
I I ,
1
°`
73u
PROP. OFFSET CB {
iSEE SHEET 2D
PROP. ANE R GRATEI
NCOOT
• STA 71 22,76, 218' LT L -3 (FAO)
NV IN 729.08 (/22)
QQ N N V 727.21 (027) ,
.I NV OUT 727.01 I
i
I ��53 au I i I
u 1
j
738.0
PROP DC8
CLD STD. 120.03 I"
PROP. FRAME d ORATE
N
STA 12737.3*. 2231 RT L -3
732-
ORATE TYPE C (2) '!
INV OUT 73220
1 ,
i 1! 11
I
j 1
1� •;I
st I
' i I
I �
� I I
1 i I
1 I I
I '
i
I Ii
1 I
i I i
I
I '
MATCH LINE STA. 14 +50
SEE SHEET 7
v
o
z z
oom 0- X
o em
m Wr
m
� 3 0
N » aoa
wr ��
e�
SHEEE
6
PETERSON DRIVE
SDIP III - PHASE
070213
JOBNO
1--2V H M " -4' V
SCALE
c
-
NO.
DATE
BT
DESCRIPTION
PLANS PREPARED BY:
�S I USINFRMTRUCTURE
OF CAROLINA, INC.
1043 E MOREHEAD STREET, SUITE 203
CHARLOTTE, NORTH CAROLNA 28204
N.C. uCENSE / c —)sso
�
DLRECIVITY- HVANOPROJLLYSVW021
ca nu- 91EET�0Ao
OF
10
E. PETERSON DRIVE
LINE L-3
STA. 10+00 TO STA. 14+50
Jr. RW
SPH
a,Ea a
PREPARED BY
X01 PROPERTY
sPH
APPROVED BY
11_n -13
DATE

. °
° �
~*
' o
IiA Ail
[-----r
- |
_ -- - -I-
--j
� J|! | /
- - |
MATCH LINE STA. 14+5U
SEE SHEET O
i �PROP OFFSET 09
CM SM. 20.34
;PROP. FRAME AN GRATE
NCDOT 1;9. 670;V
GRATE 746A:k TYPE F
1 INV: OUT 740.11
PROP. CB
NCDO SM. 840.01
PROP. FRAME & GRATE
NCDOT SM. 840. 03
GRA 747.0± TYPE F
�NV IN 741.65
NV OUT 740.08
7474 r
pol
74" NCDOT SM. 840.34
PROP FRAME-& COVER
SM
CDO 840.54
IM ELEY 746.3*
v W742.52
° .
�
'7
vi
SHEET
030213
1--21Y 11/1*-4� V
�o
DATE
BY
DEKRIPIION
PLANS PREPARED BY.
U.0 OF CAROLINA, INC.
1043 E. MOREHEAD STREET. SUITE 203
CHARLOTTE. NORTH CAROLINA 28204
N.C. LICENSE # C-1950
[-----r
- |
_ -- - -I-
--j
� J|! | /
- - |
MATCH LINE STA. 14+5U
SEE SHEET O
i �PROP OFFSET 09
CM SM. 20.34
;PROP. FRAME AN GRATE
NCDOT 1;9. 670;V
GRATE 746A:k TYPE F
1 INV: OUT 740.11
PROP. CB
NCDO SM. 840.01
PROP. FRAME & GRATE
NCDOT SM. 840. 03
GRA 747.0± TYPE F
�NV IN 741.65
NV OUT 740.08
7474 r
pol
74" NCDOT SM. 840.34
PROP FRAME-& COVER
SM
CDO 840.54
IM ELEY 746.3*
v W742.52
° .
�
'7
vi
SHEET
030213
1--21Y 11/1*-4� V
�o
DATE
BY
DEKRIPIION
PLANS PREPARED BY.
U.0 OF CAROLINA, INC.
1043 E. MOREHEAD STREET. SUITE 203
CHARLOTTE. NORTH CAROLINA 28204
N.C. LICENSE # C-1950
OF
10
E. PETERSON DRIVE
LINE 1A
STA. 14+50 TO STA. 16+58
Y— FtW
SPH
CHECKEDB
PREPARED BY
EN094MRM I
SPH
Br
11�27�11
DATE

•
°
6
ry 1 REMOVE 131 lFi OF 6' CWJH FENCES WRH 3 STR. OF LN(I I I - _- (;X= T" _ w
Pl
� � � Of BARBED I � I 9 �_ L "`1 � 1 MITE WRA. EDREr.,t Rfl101`E 7e LFi Or . CHNN LINK
� WIRE PERM,w NSTAL1ATgN <I I ° 'may STRr,.:. °. BABED 1' p 4
I' I I FENCE WITH S OF 1' I
' . I LRljl qIF CIIN11 WIRE WRAPPED wrtI CONCERTINA WIRE I
PROP. BARBED WIRE I 11 Q 1 11 1 FEIICE w " Di Bm II SFE -REAL ESTAI -- 'ECVL 11 '� `1 �. ". I L
I{{I 1 1 _ RESET 96 LF3 Or CHAIN LINK a
LINK FENCE wlm 3 STANDS :)r 'If I F I I ---. i Er FENCE WITH 3 ST DS OF BARBED 1' s,6 I. I 11 •
' RolovE e9 Lr: 1� I a wtllfoRM� a ,oiE uc
PERMANENT wsiA:EAmoNRnNA WIRE 1 /�\ / I &ti- 1 I a,r
I s Ir rro. OF 8 CHAIN OR l I,
iS6• 4 ISO OF e� v�Tw't�' I I•-@J I I K I xt BxE r]WE n w ramn, 1 I NOR OR EoxInILY PROi61016 FOR 'EL 11 / I I I
z 1 a-0i r lRK FENCE _ 3 STRANDS I Ex... MINI( FENCE WITH I'� Irs w a .� I OOlis �zJ:r
�• . r m• -. _ II - _ - '�"°a�aYt r. 3 STANDS OF I RESET e7 LFi of s' pW uNr. 10 I<oWxeE v� BEF'OXE CONS -P.�: nNC
` Vas _ '�:,'i " 1 _ „ I - _ _ X.rwtx cKaarwn J .. - y1 M°n S1PRwEw�
= I )i 'ri "..3 �B mull ` `'a 11 . <: PERMANENT n "ti1.Ae N - I m [ 6�.. 11 BARBE9IREli a • r6 PENI�NIEf NST Of BCD .. -B I m, E _ -\ 'j` r , I I A, le •
r t BE BARBED r 7 ro K�
- irHcr.,., 1/ 17 ^v'T WRAPPED � �' "- "- 'TT�'._� `ni.�r•r.. . o I � ' t a 1 II �r� I �''
SOE SDE 70E WITH CONIC n RE r
I ..M i LJ »,.r:owau� � .. ,.. I -•.G. I 1 x -_ ��,'� __ " - -e _` ,•.k'3 4. I I
i� _ vEn_x _
.15XIr .. I I _ - _? - ? \ �'' ,f• ��, IF" 1 • Z
(Y
)' s �' S SIDE •� AI � r
:
1 /
a Z
': - _ �' ►•�C\/a.. .- 'I PRA- v� h ,sw:" _ J; IIIR'F. if .�- lEp Ix -•xx zv t o II• p+V.','t8t 8 F z
-
.. iti � 1 . -.�, - - - ��• �. : 1 - tl.,. to cxEVm R r...:. L , ,2wu- „r ,e � r-• i" . _ � s SD[ SBE S� _,xx. Y� � � I�. iRrm . i i� a Ili
, on
.- _._.
'z
7 QQ]
1e.� ,.;- .....7 -- -. ,.. ♦ 1 -__.. - -.. a .50E
� K O
:
SS
s �' °' PROP 4z• RCP .e _ _ F- �6r? "
E � 4
RCP y �l \. 1 li �� RESET 70 LF3 OF e' �y N
R s
\ PIA►. AB' R1p.- F ca6•"
T0E[ R6R a SRWPS A 1V
,..,, ........., / W O S z
I
„/ •. 11RlWGUVJt CHAIN EL ' - gNYEL . ' � �� � W • Z
. CHAIN LINK FENCE WITH S L ABOVE PROP. PIPE. �Aai�R Q'
AL
LL
;�' :.;K„ GRADE 1D DRAIN TO PROP. I k^
t
IPExwirtsrA�iunaN I t1 4 srce.. SEE DETAIL - SHEET zA EX. OWMMM
N
1.,1 � !1 - - REMKTVE 113 LFt OF 6 : `:.':'..
CHAIN LINK FENCE MrN J _REMOVE -IX. SIRUCIURES Do,
Pllgr. CONC
'�jgjE. 4. ULWK,,Ip}w STANDS OF BARBED WIRE i j ♦I .. `r� < U
.t AND EX. 30• RCP _ _
o. a laR EUr TRwRCUAR cHANNEI 1 ilE$%T 93 LFt OF !� , Y / PROP. 4e LF cW+c. DIwE TMpp, : °• p� Q , I :C I J ° P' fir' z
ABWE PROP. PIPE- C CWJN UNK FTNCE wITH 51 CLD STI) 10.4M -61 g111SR. M. �i
/ pppq,py'�IR TO DRAIN TO PROP. wB� 1 ?RW7P?! -OF EWteE➢ WIRE' -' /
TEMPORARILY ! lE TO DL PK/lOf n
57�` } 1 if/RMwXT1�R NSr RL10G1TT E% SXEq Q 16- W
SEE DETAIL - SHEET 2A WITHIN SECURED
W r , ro Tll 1 5EE REAL ESTATE PECIAL V% __ =
FENCING DuFwc � x r PRW510N5 FOR NMCEL 9
Q J r ,,\ '. { , Y 1 E.!: ^I' t - - eLLr amd rrtlrR BEFORE CON ); ➢NG. i _
at
NO IlI1M xxE1ER UIPROVEM •. + - t "`.'F> -.,
' Q I �1 1 ' ,� F.:; %.: .•t M� f _
- SS SI O Y R.
i
EIPROVDAFNTS
.r.,..:r �F e
DO POLE. 06RE O(. T. OR ssW'sc F ss- M
POLE FYE E AND GATE
OR
REMOVE 169 LF4 OF 6' CHAIN LM( CLAN LINK FENCE AND OAIE \ vR a -
i Ai , ` v S .. FENCE WITH 3 STANDS OF BARBED /-
/ DRIVE
i
WIRE
u 1
a .:...: : -... ....... ....
.. ,:;:: #I ^:'5,:.!::`:; ::.. PROP. 30 LF CONC.
1
J
1':!:i: ?..":.. :. •..a'u:.:` :: # . CLD TO GRAVEL 102M,I
➢E 0 G
/: ".:....... ;.. r...•, RAVEL DRNE v�+
I Tl#M 627 •...:..:: : .... ..::.....:x;: -..:.. ... ..:" '
� �`,•� RESET 110 LF4 OF e' CHAIN LINK
�ffX
gT1q B 1p .....:......... ...
NAIL IN PP 1 SI �.�.;�.::;:!!':� :xx „s......:;:;'vls'.v„
�11r�
9 , ; FI N. "746.87 FENCE WITH S D AND S OF BARBED - -z-
/ REPIACEIETL WrRE AS NEEDED AND AS DIRECTED 4t _ r• ""rR,••r�*.v_'°
>
_.
PAIBOq IAf
By THE D SIO ER TO CONS R NT/
ze
CURB AND
ME�Roe':. a ".�'. --'°i -
• ENrs HAVE _.. ' s i + / I , �.. - - -- ��
I� x
-
I N57RUD1� _
tix�D�
/
SoEWAIII +-
�— '::..
ORO- i
:.. ! _
�. I 1. - ..r.3 k- ;x..�.,,.. ..: ::.:::..: ...:..s;3'- : >.:z:! FF� .'.";s,.;;;.::f:`,Ir:.,.' -{•j� :sa n. '.; / j/ - ADJUSf PRgP: i�/ z a SFOR L- 1EL10.64
.:-.�., snEw As
.-� �°� J L -18 PROPOSED
AI�ACVOID i -o'-
.. l .:..::.: :::.:':..�' >::.- ........:..:... ....... r: =.... sr...:....... '°<1^.....�� - ^'x���"w'•Su :: I.. IX. SSMH �% i � IMPROVEMENTS `
11
}
/
/ 9
, -• .:: ... .. ::....... .. .. .. ....:'�:'..,..:: <:x..� :.:,.:.a;.. 1 � d+' / F � y � ,`.T -- /,',p'`' SEE SHEET S
✓ C... .......s.:;:-::..:.]. ..r o-e;: ^- :::.... "... o- "" ..-_ . 1 GATE TOR - _ -
u I 1 ....�.....ti.r.... �:..., ...., .... ... : ":.:. ......:::.:!::''. >':: 1
\ w
• 7 I 1 . „:.... .,.. ; .... ,=,•> �- x>:. :�-- �.�:::!:: >�:::,! >:!x.Y.:;:. .., .. ,, �', �;• Dt10 /:• _ P�ROPOSEOL -z
kill 4 .... 1
IMPROVEMENTS
1 / % 1 a • R _
... .. + � I .. �a..:.s..r:. >...:. :..5 -.s.. 1 ....�- .sz3;: ?::•:_• / .i 1 >z...zz
-..rr
._11= y .*�`n`�'.`.~r ::!,:y.;a.,+^r.... 1 1 L'e.K: ' "`i" `tr=s` Q J� �/ `3,� / /fie p ,s'•.. r..e, i' Il
..-✓ �l 1 1 {} .:xF.z, 1 . ^r': Tx .. a... �_ Q vs.:i' / I _zza.eo SEE SHEETS 8 6 7 /
1 I I I I 1 1 3 5 F :y /+ ” :> ^/ FOR EAST
1 I I I I 1 1 1 aY,r __
, ? ;`: , 3%' JAi�.A.e _ _ - PETERSON DRIVE
IS
II II i 1 vJ 1�„r:,,,v ~v,�� / l~ 1 ev / / '�..� =_ _- t' T g .-i� -- L-3 PROPOSED
.130'. IMPROVEMENTS
IV it I Ti j 21� 1 1' q Y _•-"" oW^ c -; /c /
+_� SEE CURB PLAN
_
i L, • \:1 ;: }e °�"• / c / / / � + - 'i` SHEETS FOR
____ - _
III EI6E ,a I 1 ' 1
1
r
1 '� �� ��Ip� 'pAyE(,�/ / PIgP. Y'- 6'elll�z�'NT11En x Rye. ._ _ EXISTING AND
_ 1+ 1 1 •. ' wJx° 1[ jO,iYMl9. O�IE T /QI ' / *" lE 10 !t CUIB'a• -.- ti , n
-- -1�- 1 I I1'rryvly. PROPOSED CURB x m
µ A � -_ �, •\ � �noa` 11 TI ELEVATONS o
i
„ „.:..... _
Ka” on wvNmEr � 1
` �...- ,:a
ITS OF PROP. ASPHALT •,/5�1, ( , - - - ��
ME I .,,, I I i \ I ACNg, • ,.1 a' / R " SEE SHEET ze ; ,..,..:, 1� " ➢E TO DL CUM
AND s• c
ONC. '%• a� '7 aJYu' _
_ mil._— rN n
i:..•'.. '�` 6 p \ �1, 1 ,.,`- `vp,ME1' r� e,�i °^r,,. SJ
SIDEWALK f - /1 II 6 { 1 �1(
,xxe ° 1 : Y"" "�^ \ , a + /'+ so6wi }( 0'y
1-
re`':iinA:. .•,� .i/ \ I 1 1
- w. x+s• °,a•�e -z- 6p 1 m
try Ij
zz t1,
' p�'1 —1I1
/ T 1 �' I � -- � 11I 1\ , '- - � - ,y' au��i �a;+�` ✓� / �. j i \ , , e p I - 1`NI - I 'c i c7
"`"i.R -0zr \� ti 19 p I>.-- 1111
��...,�- •'t''�� �dP� � -"� ... - -�-- • � � -� i�i" / /' ;' • �I '�\ v n" ,wi' 1 , Iti B p 1 �� --I,1 11
�.�
..
�
v a,�� N` - tv^u Pv`"� + 'PROP. r_r CN! r g loot. M. �gl� .5tj M 1 FI
/// h1 ',vp7f a
.4". S' DOW- SI ENALL M.
- 0
I-
0 1 W A
R //u 1 SUBMITTAL Q+
a1'.' .° W
NOVEMBER 2013
1 �
PRELIMINARY
'' EAST PETERSON DRIVE PLAN °
����
PROF. z• -e• CURB s CUTTER Do Not Use For Construction 00 ° N
TIE TO EX., CURB

m
710 i
__. j - `yJ + 'R•'rri -- '- - - -- .__ __... _' - -' -- -- �r d PROP. GROUND
--- - -- � - -- -- -- ORAOE AREA TO GRAM - ---- --- -- - -.. ___ . - --
°�o Ex
7,. I W r s _
- -- - -SOUTH TRYON STREET � `���� — — - -- _ - -_ �:• f a - -- ' -- -- L.` o � z ��
712 - - - ._ -I'- — - - t -- -- i _ _. 13 a a z
_. __ /1 -- a i,x•MIEP URC_-__.- `-- Frl --_ -- -- _.. -- -- 00j• ��u°]
>-- I _ ..... -_ _ -_ -_ _ _ -F -I
n - -...�
- 708 Z .-. 0 �7 a
U. I I _. _. _ - - I- I- -. -- --- -- - - - - - f ---- -- - - - - - -- �' -- - C3 o.
T.-j -i -a 'i'i --t �' - ---- ' ---- t+-I - --
T. 1.: �x4, -._... .--- -._ _.. -__. - _._ _- _.. (n W G� aLi ul
704 G s z
- - -- - —
1I r� --j7o4 W=
I I 4 T f I I 1 I I I -- a 4e- TCP AT oilOC Z C/)
I
F I i t t- ------ 4 1- - -
I OF 4e' RIP AT 1.t7R ' -- J W
-1700 U w
I I I I I I I i - _ - F—
y.-
I_I f ,n ao.� krI - --
SEE 20 9 (ANT 7E OF S Ym
-
-L e'. OUP. 350) 10 PR OSED STRUCTURE .._ _........ ..._ -- -_. _ 02 __.
._ -.,.. _i.. - ___ -_ .. ...._ ..- ..__.........
on
Ni E.
__. .. o <
14+00 14400 15+00 15 +50 16 +00 16 +50 17+00 17 +50 18+00
aC. x
y
+) I �/ N ' 1 / l l r; '/ �� riN:. z•�,',+, m"c°ce �' °"r'�+'� t/ _ _ -. .
l 4 ._. i d N:/V S H l r l v' .. �� "?x 'o .:A ::' st •iz+
INCRESS/EGRE55 TO PROPERTY AND
BUIIDINC MUST BE 1WMAINm WRING THE
CONSTRUCTIN. CONTRACTOR TO {
PPMCE�2+ FOR IPPRO AI BV FOR
4/
ENGINEETT BEFORE CONSTRUCTION OF
pp
LINE l -4 RAPROVEIIERI4 ARE INITIATED.
1, Y-pn I f ,3 ./ .l / r RESET 75 EN OF D 7' RIZED QAT
I. 'V'N! // ✓ / i //' / /^; NPR SECURITY NSTALU7TON TORIZtD CATS - _ -0 p 6' /i j
t" ( q
• J i 1 ?t C /,( / / 4p( 1pl� I BY UAERICIJN fT7NCE) ows //, I/Aowa�ou/ Butt l/s ' caxt::
OP 5' CONE. PAVED DIICN ( I /x �. /:,�!'
f• / !/ /•. / / / F OU4AR -TW�4' D 0.5' Y4 .) W NOT DISTURB R :REP rn o• xeeeD w ae e D / • • >
EXISTING GUARD RAIL Y r
.� /� 01 OONOREiE. ]Ti°va RI w+r+E // •v �rtA� xawcn I E
t f
�? �•.l, yrr ,.• k 0^ /, f .r. 1'-e' CURB UmTrS OF AsPw�Lr /1. /,,
\ '. r p' i d'••. E' / ' : �' / �/ MO OBIIER RnN ,4, PMKINC REPLACE ENT / 9 �(' : + t,
0 CIRB CBE SEE s 2e -! 4/(`/ P/�WINCFREPWCELT 00 0
_ l l /, 11 REPLACE ?a {s OF e• ss p n
\'Cr\•r A`• lE E7L JJ.�_3r p //A r' SEE SHEET ze `A'
� _p m /1/ iii•• a i v IN 8, or (CIA�s 350) _ E
To PROP. STRUCTURE
e/ • 5
-- De x,xe �#• 4' __ _ DE � W
r T _
(V�irA1i'a s �` t er ' .•tE sDE sDE SOE 9DE DE S I _ W
of 50E � '
3 pia / /, . N 4l! 6 µ ? w(/to, I Z 5
/ V Y Y
X\ Wr]s� .. PROP. b' RCP O . 4e• RCP J W
co .A l; • .:s` / / cnA nv msl BoE- �.r\. -r NNE L-4 / i ' = W H z z SIDE • ' U d/J.z5•�o a} /( ti, wE .,Arc • • BDE...._.' nDD, /,( ,�' sx 5� Q 6
F /--- C 9
' �{},l ll� .a l ,�rays DO- ', /,! /EY i/ 2BrahG.. •'. 49 ,, }�.... 5_ �E / l rnsr e e S/ SDE , lSDE.,, L oY t7
° Q • �1L_
N /,: Q/ • a S8E / e
UmrTS Y /' / • m d/ a e.. ;b• • / /
PARKING FREPIACE]AElli / j?' sees a SWAM WK
S `
/[ RESET RI BOUNCE . -y s� y s - SEE SHEET ze
(RESET AMERICAN w F °q B• , 6 / NNUNK 92 IF3 OF E T e' ;� /� T7 A�►�OF FENCE) 11
CIW ALL FENCE AND GTE AIO RESET 7e Ur. OF 8" CIVM
+I In•!I d/ -,..,, a�tc,an • WSfALL PROP. 92 LF3 OF e' I LINK FENCE WIM S
REPTILE IX. PNlKENG. r.K;r. RwI CIWIN UNK FE]JCE WITH S SIfbVNDS OF 04ieED WIRE
/ d / ,i • lq° RESET 180 lf! OF IX. 7 DECORATIVE / �, SPACE LINES WTTN 4 19' sr -wr.n SIRA17DS flUiBED WIRE -, '>( PERMANENT ICAN FEIION { T rx rlwuwDDU 4
q A ; I / WNIIE PAIN. C D STD. 5o.o9A n� ,i , / ° ,, (BY AMERICAN FET{('.E,�
y/ - "� / ,+ FENCE - PERMANENT 7Eyn„_ / ,r °_yy, I,� (BY A4ERICAt/ r < �! PROPOSED REMOVAL AND INSTALLATION OF Zy rA
l BY ANFRIGW PENCE) `•"r'1RY 41 TEMPORARY AND PERMANENT FENCES FOR (�
1/ ( /((d ( REMd 180 LF4 OF e' S%OR,1�� eoncnne / I y O •� F
pWN LMT( FENCE WITH \ L. r PARCELS 23, 24, 25, 26, 27, 28, AND 31 i14
2 3 OF BARBED RELOCATE PORTAGE ` / TO BE PERFORMED BY AMERICAN FENCE - E O
(BY NIERIGW STYE UNITS 4) NI _ "7� ;- - - _ REFER TO PROJECT SPECIAL PROVISIONSy I..I Q
rA•�u- _ _ _ T
-� STORAGE
�yd // it / r°rs0V1•r °ro°JAw" ! " PA�RC�.E 23 uA 2S -7ro Ram Ex. POBr OfX'' -- J ` ".'
Md' a , _
z ' ro /xa t n NrOSSIT "• •.wa<rn , PARCEL a (oRKiNAL ILCJr110I)
d l�•• i% '6 /rd/ l roI nn _/ D° x,°i° m'1aITeRC TRAC _5wRio`It4„ E C y
a, /d d .l 1 /id l% ro ae r� aaae 25
xarAro,+ "D «w.u,. / noww rocRD. Tf -e- �;••,,;R PRELIMINARY
• ,'r' d d v7 / /er f }ie mnisiu'DU.YPO °x° urc wwE rnrsmlwi is r°uira a rncmr a r°m'voI i' .....
_ w '
/ - musr FDD iwv Pr1I.990K u/ arm °'�"
/ °° n /xm, (, D°rss°"m a ao •pie °!A ^'� .
Do Not Use For Construction
w ro m .-T-,e
8eaay.rMDE.O • �t .4 4°R - 95 % SUBMITTAL O
d d l X�.OR°°nSMYOiaa
NOVEMBER 2013

1 8y
1 � r
t
MATCH LINE STA. 18 +00
SEE SHEET 9
ELLENVYOOD PLACE
50' PUBLIC RNV �' i �-
(A$PHALT) ',,.1i�C F'
mn�
iL Y gEi FM
! CC ' `� � �I7Fi l i ► ,��
0 fir• {' m: -;w / y -
? rfZ 8
ai
(i
\ — •`!L__'` ._–' .RHO
- - - - -_ -- _ _ J 1p-
--T
X PUBLIC RNV VARIES
---
3 �o 0 4 17M
aAC m
r
Z
°3
O �-
Z
m ; a
3
W »�
M
N
O
N
W
I �
� �( Ij t�Il i
€ ?f Ti r!\
!, 711
/
fl; lei
/'
rr i
/
sa s
0
A1
g°
(i
{{,
J/
r '
/
t 6
I 3 9
MATCH LINE STA. 18 +00
SEE SHEET 9
8 »
► r
9 9
9
mmDV°a
A A � y
pmlmr�$o
0m to
OA No=3
9m�sa
z
5m�m2
A- yM
pDmmD
oT =��
W Z u N
.T oo
or Er
10
PETERSON DRIVE
SDIP - PHASE III
030213
"Na
T•_2D• Mn• -4• V
SCAIE
��y�Vjp�
��llLCf1A1
f /
DATE
BY
DESCRIPTION
PLAINS PREPARED BY:
f-'d> USINFRASTRUC=
\`ss1 OF CAROLINA, INC.
�1043 E. MOREHEAD STREET, SUITE 203
CHARUCENSEN�C-1950 �NA 28204
I 3 9
MATCH LINE STA. 18 +00
SEE SHEET 9
8 »
► r
9 9
9
mmDV°a
A A � y
pmlmr�$o
0m to
OA No=3
9m�sa
z
5m�m2
A- yM
pDmmD
oT =��
W Z u N
.T oo
or Er
10
PETERSON DRIVE
SDIP - PHASE III
030213
"Na
T•_2D• Mn• -4• V
SCAIE
��y�Vjp�
��llLCf1A1
NO
DATE
BY
DESCRIPTION
PLAINS PREPARED BY:
f-'d> USINFRASTRUC=
\`ss1 OF CAROLINA, INC.
�1043 E. MOREHEAD STREET, SUITE 203
CHARUCENSEN�C-1950 �NA 28204
�
K o>o=,�
MFUZ- RW ,o.00
OF
10
S. TRYON STREET
LINE L4
STA. 18+00 TO STA. 22+00
a,FC®BY
PREPARED BY
EwINEs+,NaaPROPERTY
MANAGEMENT
sPrl
APPROVED BT
11_27_13
DATE

W
EROSION CONTROL NOTES
1. DISTURBED AREA: 3.13 ACRES
2 SOL TYPES CECIL SANDY CLAY LOAM
URBAN LAND
3. STABILIZATION IS THE BEST FORM OF ERO.,,ON CONTROL ALL DISTURBED AREAS WILL BE STABILIZED WITH .r APPROPRIATE
TEMPORARY AND /OR PERMANENT VEGETATIVE EROSION CONTROL MEASUREW WITHIN 14 DAYS OF DISTURB -
4. ANY GRADING BEYOND THE CONSTRUCTION LIMITS SHOWN ON THE PLANS IS A VIOLATION OF THE CITY OF •.RLOTTE AND
NORTH CAROLINA EROSION CONTROL ORDINANCE, AND IS SUBJECT TO A FINE
5. TETMPORARY SURFACE STABILIZATION MUSI BE APPLIED TO DISTURBED AREAS. CUT TEMPORARY VEGETATION '.HOULD BE APPLIED
TO CUT AND FILL SLOPES AFTER LAND CLEARING AND ROUGH GRADING HAS OCCURRED.
6. NO ON -STE BURIAL OF VEGETATION OR ..(XJSTRUCTION DEBRIS WILL BE PERMITTED.
7. ADDITIONAL MEASURES TO CONTROL ERDSDN AND SEDIMENT MAY BE REOUIRED IN THE FIEF BY THE CONSTRUCTION INSPECTOR.
L ALL STOCKPILE AREAS DEEMED NECESSARY BY THE CONTRACTOR WILL BE REWIRED TO HAVE EROSION CONTROL MEASURES
SURROUNDING THE AREA IN ORDER TO TRAP EROSION AND SEDIMENT. THE STOCKPILE AREAS MAY ONLY BE LOCATED WITHIN THE
CONSTRUCTION LIMITS AND BE APPROVED BY THE ENGINEER. APPROPRIATE EROSION CONTROL MEASURES CONSIST OF:
TEMPORARY SILT FENCE, TEMPORARY DIVERSION DITCH, SEDIMENT TRAP, ETC.
9. ALL EROSION AND SEDIMENT CONTROL MEASURES WALL BE INSPECTED WEEKLY AND AFTER RAINFALL EVENTS NEEDED REPAIRS
WILL BE MADE IMMEDIATELY.
10. THE CONTRACTOR IS REWIRED TO PREVEN- EROSION AND SEDIMENT FROM DEPOSITION ON LOCAL ROADS BY PROVIDING
STABILIZED CONSTRUCTION ENTRANCES/EXTS. REFER TO CLD STD. 30.11A - STABILIZED CONSTRUCTION ENTRANCE
11. ANY AREA OUTSIDE THE PROPOSED OMITS FOR STOCKPILE OR STAGING PURPOSE WILL REWIRE AN EROSION CONTROL PUN.
12. NCDENR WILL BE NOTIFIED FOR A FINAL INSPECTION PRIOR TO REMOVAL OF ANY EROSION CONTROL MEASURES.
13. NCDENR WILL BE NOTIFIED PRIOR TO COMMENCING ANY CONSTRUCTION ACTIVITY.
14. DISTURBANCE IN STREAM WILL BE UMTED TO THE AREA THAT CAN BE STABIUZED AT THE END OF EACH WORKING DAY.
15. ANY MATERIAL PLACED ON PAVED SURFACES WILL HAVE A LAYER OF SAND OR SCREENING UNDER PLACED MATERIAL.
16. 401/404 PERMIT$ MAY BE REWIRED.
NOTE:
1. 11H 1111 HAVE LONGTUONAL SLOPE OF 11 .
Z. SILT FENCE MAY BE REQUIRED BEHIND BERM
CITY OF CHARLOTTE
W IIAND DEVELOPMENT STANDARDS I TEMP 0 RA RY SILT DITCH
>[3IABIADTIB I INCLUDES CHARLOTTE 1TJ 30.0
GENERAL NOTES:
1. RIPRAP SIZE TO BE DESIGNED BY ENGINEER.
2. CHECK DAMS MAY BE USED IN SLOPING DITCHES
OR CHANNELS TO SLOW VELOCITY OR TO CREATE
SEDIMENT TRAPS.
3. ENSURE THAT MAXIMUM SPACING BETWEEN DAMS PLACES THE (� F s MEOWED sNIRE
TOE OF THE UPSTREAM DAM AT THE SAME ELEVATION AS THE
DOWNSTREAM DAM (SEE DIAGRAM BELOW). E
A MAXIMUM SPACING B
A AND B ARE AT EQUAL ELEVATIONS,
EIAIS •IOU IE•-�\ r ��L Y2 � • � Y w.(.
Itf i
r
CITY OF CHARLOTTE
4W IIAND DEVELOPMENT STANDARDS1 TEMPORARY ROCK CHECK DAM
cauuOTEB I INCLUDES CHA6TDTTE 1TJ
CONSTRUCTION SCHEDULE
THE FOLLOWING SCHEDULE MILL BE REWIRED DURING CONSTRUCTION:
• OBTAIN EROSION AND SEDIMENT CONTROL PLAN APPROVAL AND OTHER APPLICABLE PERMITS
• HOLD PRE - CONSTRUCTION CONFERENCE AT LEAST 1 WEER PRIOR TO STARTING CONSTRUCTION.
• NOTIFY PERMITTING AGENCY THAT APPROVED THE EROSION AND SEDIMENT CONTROL PLAN OF THE DATE
THAT THE CONSTRUCTION WILL BEGIN.
• INSTALL ALL APPROVED TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL MEASURES AS
DIRECTED IN THE APPROVED PUN INCLUDING SEDIMENT FENCES AND CHECK DAMS.
• INITIATE INSTALLATION OF STORM DRAINAGE SYSTEM. CHANNEL GRADING, SANITARY SEWER, AND UTILITY
RELOCATION.
• AS STORM DRAINAGE SYSTEM IS INSTALLED. INLET PROTECTION SHALL BE PLACED AT ALL DROP INLETS
AND CATCH BASINS.
• EXCAVATED MATERIAL SHAT BE TAKEN OFF -SITE TO BE CONDITIONED BEFORE BEING REPLACED.
• IMMEDIATELY STABIUZE ALL AREAS CONSTRUCTED TO FINISHED GRADE WITH VEGETATION. PAVING,
CHANNEL STABILIZATION MATERIAL ETC. SEED AND MULCH BARE AREAS SHOULD CONSTRUCTION BE
DISCONTINUED FOR MORE THAN 3 WEEKS AND UPON COMPLETION OF GRADING ACTIVITIES.
• PERMANENT GROUND COVER SHAM. BE ESTABLISHED WITHIN 14 WORKING DAYS OR 7 CALENDAR DAYS.
VM10EVER IS SHORTER.
• ALL EROSION AND SEDIMENT CONTROL PRACTICES WALL BE INSPECTED MEEKLY AND AFTER RAINFALL
EVENTS. NEEDED REPAIRS WLL BE MADE IMMEDIATELY.
• COMPLETE STORM DRAINAGE IMPROVENENTS CONSTRUCTION.
• AFTER STE IS STABUZED• REMOVE AL TEMPORARY EROSCN CONTROL MEASURES. RESTORE AREA TO
FINAL GRADE _DI SPOSE OF ALL ACCUMULATED SEDIMENT.
\, � 4:%$:•: �4��41:} ��41� :'�0 : %'JQ�{ :$ : : : : : >:; : : :; :i••% :•Sir : >. : : : : :: �: i•
•' \''''•• +£ � :•''6'• :'t•''6� : ? : :� :�S: :fir, :� :� : :� :� :� :� :� : :;:
;
I
GEtlFBALLIHIIIS:
I. WO,SH RTFA FABRC BE USED -EM BLT iF110E 6 ro RFMW Fql A PWDO DF
MORE TNMN ]D OWL.
2 SREL P\SN MOLL t 6' -0• M IEIGM MID Y DF THE BE1E- A51[Al! N AE SRFL
TYRE.
x TLaH SILT fBN¢ v ROPE D IXoL
A M,NM 3W E1Y I,MM R I, MLT rt110E WIEN LAUDED R
AD.YmNT ro sWWI IIRFDIB. s1BE al WETUiIOS (RVn ro sw wnm
ouIDDAEa). THE cDlDll LnAAIDE R RF9M1ID FaR VNSIMI oDnir TIDH aF
fINYDNpITNLY Ifl611M AREAL
> pUAURE ARG dN WoT IE ITRIXTq THw N/1 FLUE PFIt Im rt v !F]ICE.
!. !YORE UDDER CN NDT IXCEED g111FA1A 1RIDY111 M TAKE 4.I2A IIDRIN CARIXIU
FR09XN AID 9EOM1R CONRNL PWNNND RID DEBRA YNIWI.
7. m NUT WALL WDRIDR FENCE AYRJ95 111 -41% DIICHEIL WATBNUYS NI (RNU
APFAS a MNCENIRANED FLEW.
PRELIMINARY
Do Not Use ror Construction
MAINTENANCE U ^L.AN -
0
THE FOLLOWING MANIF LANCE PLAN WALL BE REQUIRED DURING CONSTRUCTION:
95 /o SUBMITTAL
• ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY ANC. OPERATION NOVEMBER 2013
FOLLOWING EVERY RUNOFF- PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE f VERY MEEK. AND
NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAw1AIN ALL PRACTICES AS DESGWC
• SEDIMENT WALL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT 1/2 FOOT
DEEP AT THE FENCE. THE SEDIMENT FENCE MALL BE REPAIRED AS NECESSARY TO MAINIAIN A BARRIER.
• ALL SEEDED AREAS WILL BE FERTIUZED, RE- SEEDED AS NECESSARY, AND MULCHED ACCORDING TO
SPECIFICATIONS IN THE VEGETATIVE PUN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVL COVER.
e!Ni IRAN
I=:
f. 1FA _E. - BE IxSPECEO IN THE FNNAWLY NSPORBLL FARM
M ARCM MME-1 AlIX UCX RAIEALL AND AT reel DOLLY d1IANr
PRCAOIIGfD RAIFALL AxY REPAIRS NEEDED SfW1 BE MADE MEW1FLV.
2 BIDULD NM FABit ¢cDlmO.¢ aR BECUE BEflfCln4 PRIER TD ME END
M E]IEC1F0 IIBIBLE LIFE ARID THE IMMIX STILL 6 H4CCSSARY, NNE
FAILLE BALL IE RDF , PRpO1LY.
]. 9[DMNT DEPo43 SIgAD BEMID.ED WII[M DEPOWIS REACYL APPRDX. NAM'
TIE xf1CxT DF NNE BMRIFA. SEINER OEPOSIB NuuxNG IN PALE
-1 NNE Y! FENCE R PEMPED SNMI BE MESSED TD CdllDRIM TD THE
EXISNMG DUDE. PIIEPMED AND S®ED.
CITY OF CHARLOTTE
Ob NAND DEVELOPMENT STANDARDS TEMPORARY SILT FENCE
CR=;EEB INCLUDES CHARLOTTE SrJ
NOTES.
1. A STABIUZED ENTRANCE PAD OF 05 WASHED STONE OR RAIL ROAD BALLAST SHALL BE LOCATED WHERE
TRAFFIC WILL ENTER OR LEAVE ME CONSTRUCTION STE ONTO A PUBLIC STREET.
2. FILTER FABRIC OR COMPACTED CRUSHER RUN STO W N SHALL E USED AS A BASE FOR ME CCISIRUCM711 ENTRANCE.
3. ME ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING a SEDIMENT
ONTO PUBLIC STREETS OR EXISTING PAVEMENT, MIS MAY REOUIRE PERIODIC TOP DRESSING MM ADDITIONAL
STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANO UT OF ANY MEASURES USED TO TRAP SEDIMENT.
4. ANY SEDIMENT SPILLED. DROPPED. WASHED. OR FRAMED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY_
5. MIEN APPROPRIATE. WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN
WASHING IS REQURED, IT SHALL BE DONE N AN AREA STABILIZED WIM CRUSHED STONE WINCH DRAINS INTO AN
APPROVED SEDIMENT BASIN SEE STD. N0, 30.11B.
6. COOT MAY REQUIRE A STANDARD COMMERICAL DRIVEWAY (STD. 10.24 t 10.25) TO
ACCESS THE CONSTRUCTION STE F ME DRIVEWAY IS ON A THOROUGHFARE
I I P 1RIET
FNSTNG CFWID
BqL STAB M FABRIC
UNDER 15 WED STONE
�i IWO
CITY OF DEVELOPMENT STTANEDARDSI STABILIZED CONSTRUCTION ENTRANCE
INCLUDES CBARIMFE ETJ
STEEL T- POSTS. (TIP.)
VARIABLE AS DIRECTED BY
THE ENGINEER
�i " :N :ETFTE
- ORANGE, UV RESISTANT
NOTE. REMOVE ALL SAFETY FENCE UPON COMPLETION OF PROJECT. HIGH - TENSILE STRENGTH
POLY BARRICADE FABRIC (TYPICAL)
TEMPORARY SAFETY FENCE
GENERAL NOTES
1. SEDIMENT SHALL BE REMOVED AND TRAP
RESTORED TO ITS ORIGINAL DIMENSIONS
MEN ME SEDIMENT HAS ACCUMULATED
TO 1/2 THE DESIGN ERM DF THE B TRAP.
2. REMOVED SEDIMENT SHALL BE MPOSTED
IN A SUITABLE AREA AND N SUCH A
MANNER MAT IT WILL NOT ERODE.
3. THE STRUCTURE STALL BE INSPECTED BY
ME FINANCIALLY RESPONSIBLE PARTY M
HIS AGENT AFTER EAON STONM EVENT
AND REPAIRS MADE AS NECESSARY.
4. WNSTRUCRON OPERATIONS WALL BE CARRIED
WE N SUCH A MAMER NAT EROSION AND
WATER P W TXXI ARE MNMZEO.
5. THE MOMENT TRAP SHALL BE REMOVED AND
TIME AREA STABILIZED MIEN ME DRAINAGE
BASIN HAS BEEN PROPERLY STABILIZED.
6. M LARGIF DRNNAM AREAS RIP RAP ­
BE REOURED UNDER TIE WASHED STONE.
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
ATB INCLUDES CHARIDM ErJ
gF('TlnN
\ (
\ � AS WASHED SFONf
SPCA
U oAIIN
M.
M.
�4
PLAN VIEW
/ I
I !w
FI 91N
SECTION A -A
STORE INLET PROTECT1011
NOTES
1. INLET MAINTENANCE SHALL BE DOCUMENTED IN PROJECT LOG BOOK
2. FILTER TYPES SHALL BE APPROVED BY THE CRY INSPECTOR PRIOR.
TO INSTALLATION.
3. FILTER BAGS MAY BE REMOVED WHEN SITE IS STABILIZED AT
THE DIRECTION OF THE ENGINEER.
4. FILTER BAGS SHALL BE REMOVED PRIOR TO STREET ACCEPTANCE.
5. FILTER BAGS SHALL BE CLEANED OR REPLACED ON A REGULAR
BASIS (NOT BE MORE THAN HALF FULL AT ANY TIME).
6. FILTER BAGS SHALL NOT BE ALLOWED IN EXISTING CITY OR NCDOT
ROADS.
OUE
! m H MIEE T
OILIER BID OERCCTIIR
W-
."
dR1FT
INICTAI I ATI(l NI
001 1
M V 4 W
a 0�d
Hy
U MIS.
- o amp
D.
Mj0
\ n ��Z
C,��
0
oq
� m
7
p� E
I�
A O
z u
a
1
W� O
W A O
ab JCHARLOTTE
LANDCITY OF
DEVELOPMET DARDSI CATCH BASIN INLET PROTECTION �I U I o U
�T� INCLUDES CHARLOTTE ETJ ;FT 1 C 1 W W
M
m
0.
�i IWO
CITY OF DEVELOPMENT STTANEDARDSI STABILIZED CONSTRUCTION ENTRANCE
INCLUDES CBARIMFE ETJ
STEEL T- POSTS. (TIP.)
VARIABLE AS DIRECTED BY
THE ENGINEER
�i " :N :ETFTE
- ORANGE, UV RESISTANT
NOTE. REMOVE ALL SAFETY FENCE UPON COMPLETION OF PROJECT. HIGH - TENSILE STRENGTH
POLY BARRICADE FABRIC (TYPICAL)
TEMPORARY SAFETY FENCE
GENERAL NOTES
1. SEDIMENT SHALL BE REMOVED AND TRAP
RESTORED TO ITS ORIGINAL DIMENSIONS
MEN ME SEDIMENT HAS ACCUMULATED
TO 1/2 THE DESIGN ERM DF THE B TRAP.
2. REMOVED SEDIMENT SHALL BE MPOSTED
IN A SUITABLE AREA AND N SUCH A
MANNER MAT IT WILL NOT ERODE.
3. THE STRUCTURE STALL BE INSPECTED BY
ME FINANCIALLY RESPONSIBLE PARTY M
HIS AGENT AFTER EAON STONM EVENT
AND REPAIRS MADE AS NECESSARY.
4. WNSTRUCRON OPERATIONS WALL BE CARRIED
WE N SUCH A MAMER NAT EROSION AND
WATER P W TXXI ARE MNMZEO.
5. THE MOMENT TRAP SHALL BE REMOVED AND
TIME AREA STABILIZED MIEN ME DRAINAGE
BASIN HAS BEEN PROPERLY STABILIZED.
6. M LARGIF DRNNAM AREAS RIP RAP ­
BE REOURED UNDER TIE WASHED STONE.
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
ATB INCLUDES CHARIDM ErJ
gF('TlnN
\ (
\ � AS WASHED SFONf
SPCA
U oAIIN
M.
M.
�4
PLAN VIEW
/ I
I !w
FI 91N
SECTION A -A
STORE INLET PROTECT1011
NOTES
1. INLET MAINTENANCE SHALL BE DOCUMENTED IN PROJECT LOG BOOK
2. FILTER TYPES SHALL BE APPROVED BY THE CRY INSPECTOR PRIOR.
TO INSTALLATION.
3. FILTER BAGS MAY BE REMOVED WHEN SITE IS STABILIZED AT
THE DIRECTION OF THE ENGINEER.
4. FILTER BAGS SHALL BE REMOVED PRIOR TO STREET ACCEPTANCE.
5. FILTER BAGS SHALL BE CLEANED OR REPLACED ON A REGULAR
BASIS (NOT BE MORE THAN HALF FULL AT ANY TIME).
6. FILTER BAGS SHALL NOT BE ALLOWED IN EXISTING CITY OR NCDOT
ROADS.
OUE
! m H MIEE T
OILIER BID OERCCTIIR
W-
."
dR1FT
INICTAI I ATI(l NI
001 1
M V 4 W
a 0�d
Hy
U MIS.
- o amp
D.
Mj0
\ n ��Z
C,��
0
oq
� m
7
p� E
I�
A O
z u
a
1
W� O
W A O
ab JCHARLOTTE
LANDCITY OF
DEVELOPMET DARDSI CATCH BASIN INLET PROTECTION �I U I o U
�T� INCLUDES CHARLOTTE ETJ ;FT 1 C 1 W W

B
NOTES:
1. WORK IN CREEK SHALL BE PI. «.! D TO MINIMIZE TIE NUMBER OF ..YS OF
DISTURBANCE.
1 THE CONTRACTOR IS 10 OSS - ^.+ THE LOCAL WEATHER FORECASTS AND NOT BEON
WORK N THE CREEL( INLES� .I EAST THREE DAYS WITHOUT RAIN IS A11IICIPAIEB
3. ALL dSRNIBEO CREEK BED AN.' HAWS ARE TO BE STABLUZED PRIOR TO TIE END
OF EACH WORK DAY.
4. FOR LARGER CREEKS, CONSTkU('ON SHOULD OCCUR ON ONE SIDE
OF THE CREEK AT A TME. THE I IRST SIDE SHOULD BE STABILIZED
BEFORE MORNING CONSTRUCTUM ON THE OPP09M SIDE,
5. A TEMPORARY WE OR PUMP M. Y BE INSTALLED TO CONTROL
CREEK FLOW WRING CUNSTRUC: JN.
CONSTRUCT THREE ROCK CHECK DAMS (STD. MAD) AT 100 -FOOT
SPACING DOWN STREAM FROM IHE CONSTRUCTOR ZONE IF
CONDITIONS AND PROPERTY RIGHTS ALLOW.
CONSTRUC110N ZONE
K
RG
TOP BANK 100 100'
INSTALL ORE OR COFFERDAM MIEDIAIELY
UPSTREAM OF THE CONSTRUCTION ZONE
IF GREEK HAS BASE FLOW
NOT TO SCALE
CITY OF CHARLOTTE CONSTRUCTION WITHIN CREEK BANK
LAND DEVELOPMENT STANDARDS (FOR USE WITH ROAD CROSSINGS.
cx +1101 "R�
INCLUDES CHMUTTE ETJ UTILITY CROSSINGS & CULVERT CONSTRUCTION) 30.18
7 6` VAO[0
LINE CREE. SOFT VIII
FILTER FABRIC
1Q MM[
RIP RAP
R1N0 FILTER AS REQUIRED BY INSPECTDL E
TES
1. ADDITION: NEASUES AMY BE RINIURIED PER THE CITY EWIM:ER
USED ON SPECIFIC SITE C3VHTIDIS.
Ye FIRE nli. oR te�
MRIACPKEVER IS ll*'ER.
EMOIEER TB SIZE PIPE t MOTE BE
PWVIS PIPE SIZE, INVERTS. SLOPE AID HMTERML
01 EACH CNIS.-
LAND DEVELOPMENT STANDARDS TEMPORARY STREAM CROSSING
INCLUDES CHARLOTTE KTJ 30.14
FOR LATE WINTER AND $DI
NOTES
EARLY SPRING: FOLLOW
1. REMOVE THE STRUCTURE WHEN NO LONGER NEEDED.
J AND
(NOT TO EXCEED 1 YEN).
$ FDIN - MIXT IR MULCH:
RYE (GRAN) - 120 UB /ACRE APPLY 4,000 LB /ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH
2. AS A WHOM DESIGN THE STRUCTURE TO PASS 2 YEAR
(OMIT ANNUAL LESPEOELA WHEN DURATION TOOL
PENT FLOW WITHOUT OrERTOPPNG.
vASICD STDE O,
3. ENSURE CROSSING STRUCTURE IS NONA T EROSIVE FOR THE
E d�� A S EROSION OR OTHER DAMAGE
RECENNG STREAM CHANNEL
7 6` VAO[0
LINE CREE. SOFT VIII
FILTER FABRIC
1Q MM[
RIP RAP
R1N0 FILTER AS REQUIRED BY INSPECTDL E
TES
1. ADDITION: NEASUES AMY BE RINIURIED PER THE CITY EWIM:ER
USED ON SPECIFIC SITE C3VHTIDIS.
Ye FIRE nli. oR te�
MRIACPKEVER IS ll*'ER.
EMOIEER TB SIZE PIPE t MOTE BE
PWVIS PIPE SIZE, INVERTS. SLOPE AID HMTERML
01 EACH CNIS.-
LAND DEVELOPMENT STANDARDS TEMPORARY STREAM CROSSING
INCLUDES CHARLOTTE KTJ 30.14
FOR LATE WINTER AND $DI
L NDM NS:
EARLY SPRING: FOLLOW
RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB /ACRE GROUND AGRICULTURAL LIMESTONE
J AND
750 LB /ACRE 10 -10 -10 FERTILIZER
$ FDIN - MIXT IR MULCH:
RYE (GRAN) - 120 UB /ACRE APPLY 4,000 LB /ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH
ANNUAL LESPEDFZA (KOBE) - 50 LB /ACRE ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
(OMIT ANNUAL LESPEOELA WHEN DURATION TOOL
OF TEMPORARY COVER S MOF TO EXTEND
BEYOND JUNE) MAINTENANCE
RE FERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED. FERTILIZE AND MULCH IMMEDIATELY FOLLOWING
E d�� A S EROSION OR OTHER DAMAGE
JAN. 1 - MAY 1
FOR SUMMER. $OIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE
cc 01 .Alf? IR AND
750 LB /ACRE 10 -10 -10 FERTILIZER
GERMAN MILLET - 40 LB /ACRE MULCB:
ALTERING BAG
(A SMALL - STEMMED SUDANGRASS MAY BE APPLY 4,000 LB /ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH
SUBSIRUTED AT A RATE OF 50 LB /ACRE) ANCHORING TOOL. A DISK MEN BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
SEEDING DATES: TOOL
MAY 1 - AUG. 15 MyIuTr,�NA:fE;
REFEWILIZE IF GROWTH IS NOT FULLY ADEOUATE. RESEED, FERTILIZE AND MULCH IMMEDIATELY FOLLOWING
EROSION OR OTHER DAMAGE
FOR FALL: SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS Of SOIL TESTS OR APPLY 2.OD0 LB /ACRE GROUND AGRICULTURAL LIMESTONE
SEEDING MATURE: AND
1,000 LB /ACRE 10 -10 -10 FERTILIZER
RYE (GRAN) - 120 LB /ACRE M I
H:
APPLY 4,000 LB /ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH
SEEDING DATES: ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
AUG. IS - DEC 30 TOOL
`;}AlFNANCF;
REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50 LB /ACRE OF NITROGEN IN
MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15. OVERSEED WITH 50
LB /ACRE KOBE LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH.
FOR ADDITIONAL INFORMATION, REFER TO NCDENR EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL (ESCPDM), SECTION GAO.
FOR PERMANENT SEEDING SPECIFICATIONS. INCLUDING SEED BED PREP, SEASONAL LIMITATIONS FOR SEEDING OPERATIONS, THE KINDS OF GRADES OF
FERTIUZERS, THE KINDS OF SEED, AND THE RATES OF APPLICATION OF LIMESTONE, FERTILIZER, AND SEED, REFER TO NCDENR ESCPDM SECTXMN 5.11 AND
ME C/WRLOTTE LANDSCAPE CONSTRUCTION STANDARDS SECTION 04200 SEEDING AND SODDING OF TURFGRASS.
CITY OF
r r L7pS � 1lIBI►
u•
LAND DELOPMENT STANDARDS,
TEMPORARY SEEDING SCHEDULE
©IARJAYI78
HmcwDES C9ARI.OTIB Fri
30.17 9
\ •Rj°A'�
IDRRTBtoa « IE w ` o,� -ox a rnvmlr
iWETMIC VIH
rRw.l B' �•.•....:. MnRo
ICI i_�I
MmAp Y' 1096 6LCTI
ya olTcH
Main \_ : IKAPI6LDPE
CROn 11lCTSOK
TBAPBZDIOAL one.
WATTLE DETAIL
STABILIZATION IS THE BEST FORM OF EROSION CONTROL. `
ALL DISTURBED AREAS WILL BE STABILIZED WITH THE
APPROPRIATE TEMPORARY AND /OR PERMANENT
VEGETATIVE EROSION CONTROL MEASURE(S) WITHIN
14 DAYS OF DISTURBANCE. PROVIDE GROUND COVER
ON PERIMETER AREAS AND SLOPES GREATER THAN 3:1
WITHIN 7 CALENDAR DAYS OF FINAL GRADING.
SEE SHEET EC1 FOR EROSION CONTROL
NOTES AND DETAILS.
END BAG
DISCHARGE HOSES
STREAM DIVERSION PUMP
P
:\ - DEWATERING PUMP
INTAKE
I B y
ASS I RIPRAP
'LASH PAD
B
IMPERVIOUS DIKE HOSE
IMPERVIOUS
CLEAN WATER DIKE
WORK AREA
LENGTH NOT TO EX
THAT WHICH CAN BE
COW U70 N ONE DAY
IMPERVIOUS SHEETING
WORK AREA _
SECTION A -A
A
Fm
SUMP TIOEI
OR POOL
Or 10 Ir
ow. rso
or
SEDIMENT M
SECTION B -B
BQlM
1. EXCAVATION SHALL BE PERFORMED ONLY N DRY AND /OR ISOLATED SECTIONS OF CANNEL
2. IMPERVIOUS DIKES SHOULD BE USED TO ISOLATE WORK AREAS FROM STREAM FLOW.
3. THE CONTRACTOR SMALL HOT DISTURB MORE AREA THAN CAN BE STABILIZED IN ONE WORKING DAY. A MAXIMUM OF 250 FEET MAY BE
DISTURBED AT ONE TIME.
4. THE PUMP -AROUND PUMP S1 W ADEOMVTELY CONVEY MINIMUM 500 GALLONS /MINUTE.
5. PERFORMANCE q - 500 GPM ONLY.
6. DIKE MUSE BE CONSTRUCTED OF NON - ERODIBLE MATERIALS SUCH AS SARDBAM'S.
SEQUENCE Of CONSITRUCTLW! FOR ]YflGi PUMP AROTNO
1. INSTALL WILLING BASIN AND STABILIZED OUTFAL USING CLASS A RIP RAP AT THE DOWNSTREAM END OF THE DESIGNATED PROJECT
WORKING AREA
2. THE CONTRACTOR WILL INSTALL THE RUMP AND THE TEMPORARY PIPING THAT WILL CONVEY THE BASE FLOW FROM UPSTREAM OF THE
WORK AREA TO THE STABILIZED OUTFAl
3. INSTALL UPSTREAM IMPERVIOUS DIKE AND BEGIN PUMPING OPERATIONS FOR STREAM DIVERSION.
4. INSTALL THE DOWNSTREAM IMPERVIOUS DIKE AND DEWATERING PUMPING APPARATUS IF NEEDED TO DIEWATER THE ENTRAPPED AREA. THE
PUMP AND HOSE FOR THIS PURPOSE SHALL BE OF SUFFICIENT SIZE TO DEWATER THE WORK AREA THIS WATER WILL ALSO BE PUMPED
TO AN OUTFAJ. STABILIZED WITH CLASS A RIP RAP.
5. THE CONTACTOR WILL PERFORM STREAM RESTORATION WORK N ACCORDANCE WITH THE PLAN FOLLOWING THE GENERAL CONSTRUCTION
SEQUENCE
6. THE CONTRACTOR WILL EXCAVATE ANY ACCUMULATED SILT AND DEWATER BEFORE REMOVAL OF THE IMPERVIOUS DIKE. WHEN DEWATERING
AREA ALL DIRTY WATER MUST BE PUMPED THROUGH A SILT BAG. REMOVE IMPERVIOUS DIKES. PUMPS, AND TEMPORARY FLEXIBLE
DOSE/PUMPING STARTING WITH THE DOWNSTREAM DIKE FIRST.
7. ONCE THE WORKING AREA S COMPLETE, REMOVE ALL RIP RAP IMPERVIOUS DINES AND STABILIZE DISTURBED AREAS WITH SEED AND
MULCH.
6. AL WORK IN CHANNEL MUST BE COMPLETED BEFORE REMOVING IMPERVIOUS DIKE.
STREAM DIVERSION PUMP AROUND
PRELIMINARY
DUFr Construction
95% SUBMITTAL
NOVEMBER 2013
00.11
dWi �
W nq
� G4 �ryU
T, '40 == 4
Meg
na
a
0
Y
SINK
Y r�l
�_ 111111
� A✓
T
I
m
n
"d
a
n oZ q
F �
DES{ M RRR� m
9
ISS1 O
a
F
A C O
z u
O
O
W
I
NGIE:
1. PROVIDE OUTLET TO STORK DRAINAGE SYSTEM
BAG PLACED ON HIGH STRENGTH
DOUBLE STITCHED
OR STABILIZED OUTLET.
CLASS B RIPRAP 'J' TYPE SEAMS
SEAN N SPOUT
EXISTING TERRAIN
ALTERING BAG
HIGH STRENGTH STRIPPING
FOR HOLDING HOSE
IN PLACE.
�
sw
WAIFSL
�" -z%v\
i
r r L7pS � 1lIBI►
u•
rRBLBc
10• to 20'
DEWATERING
BAG
W cNe!'
!t�f LLrf 1f Fff NOT TO SCALE
PRELIMINARY
DUFr Construction
95% SUBMITTAL
NOVEMBER 2013
00.11
dWi �
W nq
� G4 �ryU
T, '40 == 4
Meg
na
a
0
Y
SINK
Y r�l
�_ 111111
� A✓
T
I
m
n
"d
a
n oZ q
F �
DES{ M RRR� m
9
ISS1 O
a
F
A C O
z u
O
O
W
I

•
A
9 °� I ����� ✓�� +Z F- - ^_ -_E �'� LEGEND
MA
U p9... ._e+,...:, Gw ~ —� TEMPORARY SILT TU (MAXIMUM)
_ST
B C
/ ' t �,..... -1 � °� ..'I _ - -.. '^� -�:..: �•.�� ���*»..!r �� 0` CLDS 30.06 I
1
—C/ TEMPORARY CLEAR WATER LINE I'
TEMPORARY TREE I'ROTECIION
Aft �� -
/ecNa` nM ,' - / — N+,yf� / ✓tl.,,,��/ _ TEMPORARY STABILIZED
•.,..- _ _ „{� .l f,. / r�,E ��a '�t %rgt' /-�•- CONSTRUCTON ENTRANCE
OLDS 30.1,
CH
MIOC /
CH ECK DNA
CLDS 30 .10
::. ! _..3 r - ! TEMPOR STONE INLET PROTECI%7/1
:`.. 30
x.,��"'tv:: : �.� { 7 \ . �' ff:•r::.' - --I I- - -l�i _ CLDS / 30 08
_ o
l /
x
TEMPORARY CATCH BASIN INLET PROTECTION
-
CLDS 0 30.15
All
}
P ..j 5 I • :. i'V' "M �. SEE DETAR SHEEP EC -2
I
CONSTRUCTION FTAL91lRED- i.1 I '.....••v- ..v. ^.f II i.
' CONSTI+UCTION TEMPORARY wAT1lE DETAIL
CLDS 30.1
::..
.t::... ! yEL
Y
I I
1 i
_ �..
"I'°,'�e; •x i .,.,,,^,•._...w•'r ` x —A' k -•,,_� ~ ,:,•.�,..., .E ez *�/ Y j�.\ y ( ;; _ h `=l
.9 xx
'
909 oe sunlE, _.•f`' , ...- . _.._ _ _ - . ,,` ,r(a'" _ ', - r i W I "I rj —xJ 11
/ H9-a a x, 1OPDMRf 1!T fDICC L : -
'"� `"os ClL6 ,
I
I ^
\ / CONTINU E TO TOE OA�&W K CLASS 8 _... ` - — •"l. t 1 ' Irexemr i1'`ivos'w / II --
RRR PAP
1, .,. tdi OGa� \ goo >I9a.r, jS IV'
\ InVARlES. W.8'. D.7'
\••,, .. r” ,1 ! �, �_�..a., _ ;, . � — _ Y / , Cl,El..D1,I. S P ORARY a• wxE . _ W a",
}
CHECK DAM (P1) N 0 , .. _ ". . _ ,. ••, - �
TEMPORARY STONE INLET 3.10 PROTECTION. •) CEDs 30W IaT FLG q►- a D30.08 J �
e• Eu0 .- _ _ `_ I,• wP,E . __ e+.. - >a K _ »�,.u_ -In, l - +i
/ - u- cu» a- NvarQ p' wvlc O . \ \, } y I '' r I I
a•'i' _. - �'� - -- -' life J —E yi..M.gra��do I .1 I,1 .,�w+F W
r
�9w ,(- y.",u•r�nL�,T`�V}rP %}�•��� T I » •I,uw, _ I- W
SE
°� - /(' SDE- ---•/- E - I wX uwa `.\ \ 2. c 717 L' \ ._ 1 I - -
_
718 W
,1 _ .
r '
,y - .ilne� 4 Ew -- roe °wJl roe- e• El" Qe' �,} 7/e e I .}a ' Z (n
,.-n _..... � ipt_ _ ..; 70LZ —�VF. __ i4L_ .'— _ _ 1�.�- �`�•laa. i — _ :R�._ _ _
J W
2 fLl "--•72
1
DE
)4 ���� �, � J�.� -^'' � `� wFrm:w;E•L«. �✓� � � / 4�a_� ne =
� - - ---
�� .1
..t_
^
Ir cl
/ i .' ' •r-t J SEE Dlwr
ro I(
- 1
t PLANTING DETAILS aA"�
\1 �
TWAPE.R_ O MN OUTLET TO
S an .Pc9-L wu, Ex oA9 eO m s O }��
r. %xk8a 8 tl11 TEMPORARY SEEDING PER CLDS
J017Atr8 AS
/ I
I H
w ,a:
ra E roE„E
1M OW EC2 /
axESlMExxs
r
, �� � 00 PC O,B
r L91, o�9 `Yxoeu ':j
CONSTRUCTION SNTRANCE
r /
I... LIB Po ,99 "
/! _. CONSTRUCTION ENTRANCE .. .'
_
o:o -E �LrzmoN o9 � "-� .:' ... I CLDS 30.11
r� ^�
PUMP C A WATE AROUND
CANNEL N W ENRRE {S I /
CHANNEL IM�PRCVEME
WNSIRUCIMG i t
1
••� I I 1
� ,
Y
STABILIZATION IS THE BEST FORM OF EROSION CONTROL -
ALL DISTURBED AREAS WILL BE STABILIZED WITH THE
APPROPRIATE TEMPORARY AND/OR PERMANENT
VEGETATIVE EROSION CONTROL MEASURE(S) WITHIN
14 DAYS OF DISTURBANCE. PROVIDE GROUND COVER
ON PERIMETER AREAS AND SLOPES GREATER THAN 3:1
WITHIN 7 CALENDAR DAYS OF FINAL GRADING.
SEE SHEETS EC1 AND EC2 FOR EROSION
CONTROL NOTES AND DETAILS.
L PRELIMINARY
Do Not Use For Construction
95% SUBMITTAL
NOVEMBER 2013
• I F99.
r ^�
U
Z
a No �&
mu
Z—0 Lzi z r
F
v.
ci
to
O
2
C
— U
2
a
0
bit
m
� I
N
n
H �
o�L7
I�1 F+N
,a�WWJ/ F
A� O
O v
W � W

i
r 2
r, t` � l Ff= - - -- LIMOS OF DISTURBANCE
t I
.. —�
TEMPORARY ILT FENCE
b.0 •
ClDS .06
Apr -- TEMPORARY CLEAR WATER Liui.
f TEMPORARY TREE PROTECTIO,
z �a
.�,. TPoRLI N N
CONSTRUCTEIIRAY gN STABI ENTRAZED
NCE
CLDS 30.11 m z N
ARY
TTEMPOR CHECK O�
EDS TEMPORARY
N(Jp
(n _ ±' � "_ ".. ._i�_ _ "� �... tj. . -.il.. n,.:.y'� s : �-.: / ( ^�, ' :'.,_ ; :.:':.> h' : + / ice i •N gy1 m 4„ kN ; / IIPnlVgll! Olii / / / € ' -'.s...::.
: vi."''..y. :��i,.;',. °:'Y.`�'..:.i+ : :P.T: a j?;�:''i:P;Y'). � •+�: "✓v• � .i J / l' V I`' ' `�� 4 b 'a r� '
, TEMPORARY ST ONE INLET INRUOTI E CPRg
CLDS # 30.08
w _ F ° " O
ar ».0 J f % i • a LINE L -1 �i O TEMPRARY CATCH BASIN 11
8 C1D5 30,15 o OT ECTKM/ y a
�
V bS
_�.
t
3
O ...:.. ::..:....
•. :: � :.a. ., S ��..� / € � DLS7URB.ANCE (MAKIMLpA) , s
_
?1
_ '
/ V
oZ3 z
��° SEEEDDE A&ALL SHEET EC-2
PRELIMINARY
Do Not Use For Construction
95% SUBMITTAL
NOVEMBER 2013
0
H■■■■
MENEM
I
f
m
i
a�
I�
ICI
Y~1 F
OA� 0
U
�a p' 0
WA O
a a
w
U �U
w w
=_../�
"`y+'°"�s'CP - -.� / �'�' y�♦ ♦mow' s / *' �.'' 1
' ,• / �� �♦ /�' i.
:"".G`. ..�: arp�
} all
-- �� yl
��
/
y
we
♦
Z g
_
-
I
1
- ;..
-.. -
♦ ♦♦
I
_-
PRELIMINARY
Do Not Use For Construction
95% SUBMITTAL
NOVEMBER 2013
0
H■■■■
MENEM
I
f
m
i
a�
I�
ICI
Y~1 F
OA� 0
U
�a p' 0
WA O
a a
w
U �U
w w

I / /
I
1 �
l/
MATCH LINE STA. 12 +00 L-3 SEE SHEET EC4
-e .4 •T��1 '
'SINE L3A�
_ '*two
-- m e r u¢_ - -�`
RR RR"'-- RR -Y- RR RR 1 • "�. 'T X!1%�''j,K'
OLD PINEVILLE ROAD
60 PUBLIC R/W
�o '44.. / v ............ .......
6e P0.F P
IVi iOHK >H M � .�
�r
TEMPORARY (TYRFEIQ
CILDS 30.06
m 06
NE L.3
— RR RR M -
- . II
—
— — — — — —
UNITS OF DISTURBANCE (MAXIM-
TEMPORARY SILT FENCE
CLDS 30.08
—p
TEMPORARY CLEV7 WATER UNE
TEMPORARY TREE PROTECTION
TEMPORARY STABILIZED
COISTRLCT014 ENTRANCE
CLDS 30.11
^
TEMPORAO' cNECN DAY
TxDS 30.10
TEMPORARY STONE NIT PROTECTION
O
CLDS / 30.08
TEMPORARY CATCH BASIN INLET PROTECI
ElCLDS
/ 30.15
WAS
TEMPORARY WATTLE DETAIL
PRELIMINARY
Do Not Use For Construction
95% SUBMITTAL
NOVEMBER 2013
ALL DISTURBED AREAS WILL BE STABILIZED WITH THE
APPROPRIATE TEMPORARY AND /OR PERMANENT
VEGETATIVE EROSION CONTROL MEASURE(S) WITHIN
14 DAYS OF DISTURBANCE. PROVIDE GROUND COVER
ON PERIMETER AREAS AND SLOPES GREATER THAN 3:1
WITHIN 7 CALENDAR DAYS OF FINAL GRADING.
SEE SHEETS EC1 AND EC2 FOR EROSION
U
E N�
R 0 Z
d [� O K
w
a 0 Rz.N
o.
J �Ell
O
�i
WPM
z
RF'ROOK 6.0w DAM N € s
-
�'xox. kRrnLw
e' tui 4W-EOR—
tre heir. -aw
E110510N CONIIIDL WNI DE ALEf:
>•,T.t,+` SID
PER ON, TEMPORARY
�SEEbINOL1 TAPER CLDS 30.17 AS NEEDS?). O
W � hil
g` (L AZ W Z
O
( C DS 3D.oe F+1
�t °oja Oal Z
�D_� E O
a� Z : �y
_ - W
UJ LL0
Lu (� O
c �A
W tx
W

C
5
F. 6 r. 5 6 S G G S_
m N 67 rm
vz
a g 0: a y � a ID 1^ ID
qNq ,,5 Y P p Y
Yn a N O 1; a W O
z
O
111 111 111 111 m m 01 NI m A IN T NI
r S C
z
'a 3 z C
G m
- s
m
a
a m pT 111
0
of O N
c mo
Wr 3U)
T
C
c)3 m W
3
o
e
I I�I
4�41
1 ,
M A
�I I
I ,I
I
ae-
s _
,
i
• _
K _
� I i
• I
III g :.-
g -- - -I
Hy
• s t i
,
F
I A :
.. '• ej i - .� IN
N'
• ,M � � r i ::s. �- ii::;i _s:�•`::- :.r' "P-- --jroRC ar INI
i i \ l 1111
T T�
1 b.T
+`
i
x m= (
F
I M -
9�-raNn
I
I
I
I
I
I
1 I
I
��3 s
a
_
5
f r --
I
- ----- - - - - -- z' - ` -x. VI y
,
- - --
----r_--- -- -- -------- ----- ---- ----- - -- -__
I � m
M
9 _x- .....:... ..
...:....
..... ._ .
L ::.............
........_. ............ .... .....
..........
I-------- -1 - - -- -- -_
16 +00 LINE -1-1 SEE SHEET SP2
.SHEET PETERSON DRIVE 030213 -20` NO. BATE BY DESCRIPTION PLANS PREPARED B]':
JOB NO. SCALE
SPl SDIP -PHASE III °'DFILE- �\ �r USI USINF ASTRUC�
CM fl1E- sl�._srn,- QO.nw� _
aP PROPOSED CURB JC' RW �" mud OF CAROLINA, INC. �
PREPARED BT CHECKED BY " '- "-`°' -"' 1043 E MOREHEAD STREET, SUITE 203 E EEIa101PROPERTY
SP4 ELEVATIONS AND STAKING �" 11_27_13 CHARLOTTE, NORTH CAROLINA 28204 °ANAOEM
PLAN APPROVED Br DATE N.C. LICENSE / C -1950
m 0
0 m
m A
A n
n C
C
c
P N
N P
P
3Y
s
F. 6 r. 5 6 S G G S_
m N 67 rm
vz
a g 0: a y � a ID 1^ ID
qNq ,,5 Y P p Y
Yn a N O 1; a W O
z
O
111 111 111 111 m m 01 NI m A IN T NI
r S C
z
'a 3 z C
G m
- s
m
a
a m pT 111
0
of O N
c mo
Wr 3U)
T
C
c)3 m W
3
o
e
I I�I
4�41
1 ,
M A
�I I
I ,I
I
ae-
s _
,
i
• _
K _
� I i
• I
III g :.-
g -- - -I
Hy
• s t i
,
F
I A :
.. '• ej i - .� IN
N'
• ,M � � r i ::s. �- ii::;i _s:�•`::- :.r' "P-- --jroRC ar INI
i i \ l 1111
T T�
1 b.T
+`
i
x m= (
F
I M -
9�-raNn
I
I
I
I
I
I
1 I
I
��3 s
a
_
5
f r --
I
- ----- - - - - -- z' - ` -x. VI y
,
- - --
----r_--- -- -- -------- ----- ---- ----- - -- -__
I � m
M
9 _x- .....:... ..
...:....
..... ._ .
L ::.............
........_. ............ .... .....
..........
I-------- -1 - - -- -- -_
16 +00 LINE -1-1 SEE SHEET SP2
.SHEET PETERSON DRIVE 030213 -20` NO. BATE BY DESCRIPTION PLANS PREPARED B]':
JOB NO. SCALE
SPl SDIP -PHASE III °'DFILE- �\ �r USI USINF ASTRUC�
CM fl1E- sl�._srn,- QO.nw� _
aP PROPOSED CURB JC' RW �" mud OF CAROLINA, INC. �
PREPARED BT CHECKED BY " '- "-`°' -"' 1043 E MOREHEAD STREET, SUITE 203 E EEIa101PROPERTY
SP4 ELEVATIONS AND STAKING �" 11_27_13 CHARLOTTE, NORTH CAROLINA 28204 °ANAOEM
PLAN APPROVED Br DATE N.C. LICENSE / C -1950
r S C
z
'a 3 z C
G m
- s
m
a
a m pT 111
0
of O N
c mo
Wr 3U)
T
C
c)3 m W
3
o
e
I I�I
4�41
1 ,
M A
�I I
I ,I
I
ae-
s _
,
i
• _
K _
� I i
• I
III g :.-
g -- - -I
Hy
• s t i
,
F
I A :
.. '• ej i - .� IN
N'
• ,M � � r i ::s. �- ii::;i _s:�•`::- :.r' "P-- --jroRC ar INI
i i \ l 1111
T T�
1 b.T
+`
i
x m= (
F
I M -
9�-raNn
I
I
I
I
I
I
1 I
I
��3 s
a
_
5
f r --
I
- ----- - - - - -- z' - ` -x. VI y
,
- - --
----r_--- -- -- -------- ----- ---- ----- - -- -__
I � m
M
9 _x- .....:... ..
...:....
..... ._ .
L ::.............
........_. ............ .... .....
..........
I-------- -1 - - -- -- -_
16 +00 LINE -1-1 SEE SHEET SP2
.SHEET PETERSON DRIVE 030213 -20` NO. BATE BY DESCRIPTION PLANS PREPARED B]':
JOB NO. SCALE
SPl SDIP -PHASE III °'DFILE- �\ �r USI USINF ASTRUC�
CM fl1E- sl�._srn,- QO.nw� _
aP PROPOSED CURB JC' RW �" mud OF CAROLINA, INC. �
PREPARED BT CHECKED BY " '- "-`°' -"' 1043 E MOREHEAD STREET, SUITE 203 E EEIa101PROPERTY
SP4 ELEVATIONS AND STAKING �" 11_27_13 CHARLOTTE, NORTH CAROLINA 28204 °ANAOEM
PLAN APPROVED Br DATE N.C. LICENSE / C -1950
9�-raNn
I
I
I
I
I
I
1 I
I
��3 s
a
_
5
f r --
I
- ----- - - - - -- z' - ` -x. VI y
,
- - --
----r_--- -- -- -------- ----- ---- ----- - -- -__
I � m
M
9 _x- .....:... ..
...:....
..... ._ .
L ::.............
........_. ............ .... .....
..........
I-------- -1 - - -- -- -_
16 +00 LINE -1-1 SEE SHEET SP2
.SHEET PETERSON DRIVE 030213 -20` NO. BATE BY DESCRIPTION PLANS PREPARED B]':
JOB NO. SCALE
SPl SDIP -PHASE III °'DFILE- �\ �r USI USINF ASTRUC�
CM fl1E- sl�._srn,- QO.nw� _
aP PROPOSED CURB JC' RW �" mud OF CAROLINA, INC. �
PREPARED BT CHECKED BY " '- "-`°' -"' 1043 E MOREHEAD STREET, SUITE 203 E EEIa101PROPERTY
SP4 ELEVATIONS AND STAKING �" 11_27_13 CHARLOTTE, NORTH CAROLINA 28204 °ANAOEM
PLAN APPROVED Br DATE N.C. LICENSE / C -1950
_
5
f r --
I
- ----- - - - - -- z' - ` -x. VI y
,
- - --
----r_--- -- -- -------- ----- ---- ----- - -- -__
I � m
M
9 _x- .....:... ..
...:....
..... ._ .
L ::.............
........_. ............ .... .....
..........
I-------- -1 - - -- -- -_
16 +00 LINE -1-1 SEE SHEET SP2
.SHEET PETERSON DRIVE 030213 -20` NO. BATE BY DESCRIPTION PLANS PREPARED B]':
JOB NO. SCALE
SPl SDIP -PHASE III °'DFILE- �\ �r USI USINF ASTRUC�
CM fl1E- sl�._srn,- QO.nw� _
aP PROPOSED CURB JC' RW �" mud OF CAROLINA, INC. �
PREPARED BT CHECKED BY " '- "-`°' -"' 1043 E MOREHEAD STREET, SUITE 203 E EEIa101PROPERTY
SP4 ELEVATIONS AND STAKING �" 11_27_13 CHARLOTTE, NORTH CAROLINA 28204 °ANAOEM
PLAN APPROVED Br DATE N.C. LICENSE / C -1950
16 +00 LINE -1-1 SEE SHEET SP2
.SHEET PETERSON DRIVE 030213 -20` NO. BATE BY DESCRIPTION PLANS PREPARED B]':
JOB NO. SCALE
SPl SDIP -PHASE III °'DFILE- �\ �r USI USINF ASTRUC�
CM fl1E- sl�._srn,- QO.nw� _
aP PROPOSED CURB JC' RW �" mud OF CAROLINA, INC. �
PREPARED BT CHECKED BY " '- "-`°' -"' 1043 E MOREHEAD STREET, SUITE 203 E EEIa101PROPERTY
SP4 ELEVATIONS AND STAKING �" 11_27_13 CHARLOTTE, NORTH CAROLINA 28204 °ANAOEM
PLAN APPROVED Br DATE N.C. LICENSE / C -1950

f w
r w
MATCH LINE STA. 16+00 LINE -L1
SEE SHEET SP1
- ._,W:+`�'�.,,:xa„__,.mW;yw ___ .r .xiip:. �'•, \ @ask:= :_'.:.. g I
.:..
...ua•:�: +'e:,;�1
• •Feiii4rk:�: +i_- .:':;.: `aa��,,:t`i<:Ma» :,..::��yi?;i ";rY ,, :..x.,r
4.-:�,
.gxr?', \ ;�t,, I �
�
..:,.a
u.J`.,;.,
Y;
q.
ag
— — — I
'
1 I k \ < u
l _
I
i
p. *iTSl:::'F" '%:\; :.'XFl:fr�'f.:���' +: + ""`:•i:...
- - F? o: �?; �;;;;,,: k�+• irox:` �" i; ii:::'"? Rii�` 3"'' t: �?;; i:, r,:;.:a�,:.::.:.; :r;:r.:::::::7 I %
I i
E:�iT %Gfili: +h.: ;j`..�+}� mast• � I � I I %
I I I
I
I'
.3AVay:>
I
..........::
.................
I
--I fl
n
D -
ci I
N I ::tcw a 1 y
C
I
�, YI�b
m
I
ria� `
I
I�
8 I
� I
S n 8� � 'b; ;;�'J.:C . '%"` 'i`y' "is °'�s�xiac; "xry�;:i <a:i. I
M _ $� I I,
M M r / .\ y .
Z N co) {TM
v O m
EAST CAMA STREET 1s
(50' PUBLIC R/V1n "
w
m 8-,
m
m
NN
_ I
G
G
G
G
G
G
G
G
DLS RIPTION
.730.83
all d
a
m
131.09
I d
731.30
fag
°fC'
Ill yf +'
I ll'R
�
OF
SP4
PROPOSED CURB
ELEVATIONS PROPOSED
PLAN
I II
- 731.93
il; Ia
ICI �
I'I -
III
Id
:C -732.62
r�
IM
o
APPROVED BY
m
?
y
W
v
1
•735.12 C
Z
z
D
" .13
\I c
J W
A
I
-71"
MATCH LINE
STA. 11 +75 LINE -L3A
SEE SHEET
SP3
m
°m
w
a
P
o
m
m
m
z
L7
m
G) D
2 w
w
m F �
v � Z go
O
w m 0,
cm
3w
T� c
s3 MW
Z a�
a °a
,'0 w Jr.
o .�
e
z y
�rIFgz
P
a ,,.
, _20•
BGIE
-'
_
a0.
DATE
BY
DLS RIPTION
.730.83
all d
03oz1
�,�- .H.SPD1_�.
prr
!d
131.09
I d
731.30
fag
°fC'
Ill yf +'
I ll'R
�
OF
SP4
PROPOSED CURB
ELEVATIONS PROPOSED
PLAN
I II
- 731.93
il; Ia
ICI �
I'I -
III
Id
:C -732.62
r�
IM
.x'•73337
APPROVED BY
'a�B1J
DATE
1
•735.12 C
Z
m
- t
" .13
\I c
J W
A
I
-71"
MATCH LINE
STA. 11 +75 LINE -L3A
SEE SHEET
SP3
STA. 12 +62 LINE -1_3
SEE SHEET SP3
SHEET
SP2
PETERSON DRIVE
SDIP -PHASE III
030213
JW ,O.
, _20•
BGIE
-'
_
a0.
DATE
BY
DLS RIPTION
PLANS PREPARED BY:
���
C T"' USIivF szxuc'rvRE
� � OF CAROLINA, INC.
CHARLOTTE. TRH STREET. M 203
N.C. LICENSE / C -1950
��8
03oz1
�,�- .H.SPD1_�.
OF
SP4
PROPOSED CURB
ELEVATIONS PROPOSED
PLAN
'C' RW
SPH
PRF?AR'DBY
APPROVED BY
'a�B1J
DATE

Y
G
r
G
G
G
m
63
9ESC6ip„«N
mi Do*
l
•739.47
�.
7_�
aur31�- s,eB7�5o,�vouaa
CADFU
m � .
a
Y
t
740 X75
•740.60 ,`.'n" :x ::,
PROPOSED CURB
ELEVATIONS AND STAKING
PLAN
r' Rw
�"
CfffAOD BY
RWAMB7
&
g
{
i
z
m
m, *7N.66� 74', - -- i-
D
2
D
m
Z
z
z
z
wq
� �° t
r
S
$ppr 12
n _
°y
g
1,
a
p
p$
i 11 --
43
Yl
q
G
p I
m
m
m
m
m
m
MATCH LINE MATCH LINE
PETERSON DRIVE
SDIP - PHASE III
OJ .1021083
80.
STA.11 +75 LINE -L3A STA.12+62 LINE -1-3
�,
�� �
SEE SHEET SP2 SEE SHEET SP2
DATE
63
9ESC6ip„«N
mi Do*
l
•739.47
�.
7_�
aur31�- s,eB7�5o,�vouaa
CADFU
m � .
a
,
740 X75
•740.60 ,`.'n" :x ::,
PROPOSED CURB
ELEVATIONS AND STAKING
PLAN
r' Rw
�"
CfffAOD BY
RWAMB7
=
{
Z 741
m, *7N.66� 74', - -- i-
D
Z
5
1743.37 C mz I (f
� �° t
g$S(�jjI
$ppr 12
n _
°y
I
I"z
1 7M.64 ?,Sbi SIP'
a '�
p$
i 11 --
43
Yl
q
G
p I
I
6/
- - - —
OLD PINEVILLE ROAD
WRlW
MATCH LINE PA- CURB - PETERSON -LT1
SEE SHEET SP2
..73243 ca P'
0 y
;' m r 733 0o c7 0
S Z s�,l
r --
F8r+' •733.43 m
III a
1II j,
733.62.
F,j50 0733.73-
\ _ 55'!. '155
i C3 mi94
733.77733.77 *A 111 i
r� ✓+a ��,
r
W
{7J3.36 733.7,. i ,
733.61. 1
733.4Yf 1
•y & IQ�aj r 5733.22 M42'
il lam
1
'I
033.07 III
Ih
IN
III
111
73"7
73a95 u
s_
•73292 I
•F � ;i, . I,li ; PI i �l
$sD.pUe c
C I.
!MO
O
° »Z10w
e R1 ¢ e
:r 3y
s3 mW
;Z a�
wIF,
o�
gamer
SP3
PETERSON DRIVE
SDIP - PHASE III
OJ .1021083
80.
'x'20'
w_mz
�,
�� �
NO.
DATE
63
9ESC6ip„«N
PLANS PREPARED BY:
DSI USI NFRASTRUCTURE
OF CAROLINA, INC.
1043 E A10REHEAD STREET, SUITE 203
CHARLOTTE, NORTH CAROLINA 28204
N.C. LICENSE / C -1950
CFLMU IyT- B
wwnoErer
7_�
aur31�- s,eB7�5o,�vouaa
CADFU
OF
SP4
PROPOSED CURB
ELEVATIONS AND STAKING
PLAN
r' Rw
�"
CfffAOD BY
RWAMB7
SPH
APPROVED BY
11 -27-13
DATE

MATCH LINE STA. 18+00 LINE L-6
SEE THIS SHEET
A
�?�f
-oz o' to
cm < e
to
or Mtn
°3 W M W
Z
p
u,q
$17
-';
xl MR.
Vi
to
w
�Nmw m
to.
M
, ftM
..........
it 1K:
0
7-
5.
"
ELLENW66D PLACE ' /7
�?�f
-oz o' to
cm < e
to
or Mtn
°3 W M W
Z
p
u,q
$17
-';
xl MR.
Vi
M
, ftM
it 1K:
0
7-
5.
"
ELLENW66D PLACE ' /7
50' PUBLIC R/W -7
z
(ASPHALT),.,,:,,
F-
rrrl
Sri
�?�f
-oz o' to
cm < e
to
or Mtn
°3 W M W
Z
p
u,q
$17
-';
xl MR.
p
oatic
M
, ftM
it 1K:
0
7-
5.
z
F-
4-
Sri
S
z Z�
2z
90
ZZ
w
J
1q
L!
z
p
oatic
4 4 4k
M
, ftM
it 1K:
0
7-
5.
4 4 4k
, ftM
it 1K:
0
7-
5.
4-
4 4 4k
SEE THIS SHEET
s"Wr PETERSON DRIVE 030213 1 'a -2w 10 DATE B, DERIFTION PLANS PREPARED BY:
JOB NO. �
SP4 DIRECTORY - --A
SDIP -PHASE Ill *\�\�l&%-C-K—WV5GW\PLOTS\PN3\ p, USINFRASTRIUrc=
CAD ME - 9mTff Cus*15
X- RW SP" MA MM OF CAROLINA, INC - CR4MMM try
OF PROPOSED CURB I smom 1043 E. MOREHEAD STREET, SUITE 203 ENGINEER94 & PROPER�
ELEVATIONS AND STAKING — PREPARED By CHARLOTTE, NORTH CAROLINA 28204 MA�
SP4 PLAN SPH N.C. LICENSE # C-1950
APPROVED BT DATE
, ftM
it 1K:
SEE THIS SHEET
s"Wr PETERSON DRIVE 030213 1 'a -2w 10 DATE B, DERIFTION PLANS PREPARED BY:
JOB NO. �
SP4 DIRECTORY - --A
SDIP -PHASE Ill *\�\�l&%-C-K—WV5GW\PLOTS\PN3\ p, USINFRASTRIUrc=
CAD ME - 9mTff Cus*15
X- RW SP" MA MM OF CAROLINA, INC - CR4MMM try
OF PROPOSED CURB I smom 1043 E. MOREHEAD STREET, SUITE 203 ENGINEER94 & PROPER�
ELEVATIONS AND STAKING — PREPARED By CHARLOTTE, NORTH CAROLINA 28204 MA�
SP4 PLAN SPH N.C. LICENSE # C-1950
APPROVED BT DATE
, ftM
SEE THIS SHEET
s"Wr PETERSON DRIVE 030213 1 'a -2w 10 DATE B, DERIFTION PLANS PREPARED BY:
JOB NO. �
SP4 DIRECTORY - --A
SDIP -PHASE Ill *\�\�l&%-C-K—WV5GW\PLOTS\PN3\ p, USINFRASTRIUrc=
CAD ME - 9mTff Cus*15
X- RW SP" MA MM OF CAROLINA, INC - CR4MMM try
OF PROPOSED CURB I smom 1043 E. MOREHEAD STREET, SUITE 203 ENGINEER94 & PROPER�
ELEVATIONS AND STAKING — PREPARED By CHARLOTTE, NORTH CAROLINA 28204 MA�
SP4 PLAN SPH N.C. LICENSE # C-1950
APPROVED BT DATE

GENERAL NOTES PROJECT NOTES CONSTRUCTION PHASING
• I
A) ALL TRAFFIC CONTROL DEVICES SHALL CONFORM 70 THE REQUIREMENTS OF THE MOST CURRENT 1. CONTRACTOR SHALL PROVIDE AND INSTALL ALL FINAL PAVEMENT MARKINGS CDOT SHALL PROVIDE THE CONTRACTOR SHALL FOLLOW THE PHASING AS DESCRIBED HEREIN. THE CONTRACTOR SHALL
EDITIONS OF Tiff CHARLOTTE DEPT. OF TRANSPORTATION(CDOT) WORK AREA TRAFFIC CONTROL AND INSTALL ALL FINAL SIGNAGE (E&PM PM VERIFY WITH CDOT PM ON EVERY PROJECT) COMPLETE THE REQUIREMENTS OF EACH CONSTRUCTION PHASE IN SEQUENCE. WHEN A
HANDBOOK(W.A.T.C.H.), THE MANUAL ON UNIFORM TRAFFIC CONTROL DEMCES(M.U.T.C.D.), THE NORTH CONSTRUCTION PHASE IS DIVIDED INTO STEPS, THE CONTRACTOR SHALL COMPLETE THE
CAROLINA DEPARTMENT OF TRANSPORTATION(NCDOT) SUPPLEMENT TO THE M.U.T.C.D., THE NCDOT 2• CONTRACTOR SHALL ONLY WORK ON ONE CORNER OF AN INTERSECTION AT A TIME REQUIREMENTS OF EACH STEP IN SEQUENCE (EXAMPLE THE REQUIREMENTS OF PHASE I SHALL BE
ROADWAY STANDARD DRAWINGS AND THE CURRENT EDITION OF THE NCDOT STANDARD COMPLETED BEFORE PROCEEDING TO PHASE IL THE REQUIREMENTS OF STEP t OF PHASE I SHALL
SPECIFICATIONS FOR ROADS AND STRUCTURES 3. DURING THE HOURS OF 7:00 AM -9:00 AM AND 4:30 PM -6:30 PM MONDAY THROUGH FRIDAY, BE COMPLETED BEFORE PROCEEDING TO STEP 2 OF PHASE L) ALL WORK DESCRIBED IN THE
CONSTRUCTION OR MAINTENANCE WORK WHICH INVOLVES CLOSURE OF A TRAVEL LANE WILL NOT BE PROJECT PHASING SHALL BE PERFORMED BY THE CONTRACTOR EXCEPT WHERE IT IS SPECIFIED FOR
B) THE CONTRACTOR IS TO NOTIFY CDOT IN WRITING 10 WORKING DAYS IN ADVANCE OF ANY ROAD ALLOWED ON THOROUGHFARE STREETS EXCEPT FOR EMERGENCY SITUATIONS OR WITH APPROVAL CERTAIN WORK TO BE PERFORMED BY OTHERS V
CLOSURE OR 5 WORKING DAYS PRIOR TO CLOSING ONE OR MORE TRAVEL LANES IN ACCORDANCE FROM COOT. N o
WITH SECTION 3 OF THE W.A.T.C.H. HANDBOOK. THE FOLLOWING PHASING REFERS TO SPEgflC TRAFFIC CONTROL DRAWINGS SHOWN OR DIAGRAMS
4. THE CONTRACTOR SHALL LIMIT CONSTRUCTION TO ONE STREET AT A TIME UNLESS OTHERWISE FROM THE WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH) PUBLISHED BY CDOT AND SHOWN ON
C) ALL SIGNAL REVISIONS OR SHIFTS OF SIGNAL HEADS WILL BE THE RESPONSIBILITY OF CDOT, INSTRUCTED BY THE ENGINEER THE CONTRACTOR SHALL LIMIT CONSTRUCTION TO ONE BLOCK EACH SHEET TC2. THE CONTRACTOR SHALL FOLLOW THESE PROCEDURES AND DIAGRAMS IF THESE
PRIOR TO REVISING TRAFFIC LANES WHICH REQUIRE SIGNAL REVISIONS THE CONTRACTOR SHALL DAY TO DECREASE THE AMOUNT OF BACKFILL PROCEDURES AND /OR DIAGRAMS ARE NOT TYPICAL FOR THE FIELD CONDITIONS, THE DIAGRAMS MAY Z
NOTIFY THE CDOT IMPLEMENTATION SECTION MANAGER (GUS JORDI / 336 -7086) A MINIMUM OF 30 BE COMBINED OR ALTERED UPON APPROVAL OF THE ENGINEER. THE STANDARDS PROCEDURES AND W '��, z
CALENDAR DAYS IN ADVANCE. TRAFFIC LANES SHALL NOT BE SHIFTED UNTIL THE REWIRED SIGNAL 5. PROJECT NOTES ARE NOT INTENDED TO BE USED AS GENERA NOTES FOR THE PROJECT. THEY ARE DIAGRAMS SHOWN IN THE TRAFFIC CONTROL PLANS OR IN THE WORK AREA TRAFFIC CONTROL CL
TO BE SUSED AT SPECIFIC LOCATIONS AS REWIRED BY THE DETAILS OF THE TRAFFIC CONTROL HANDBOOK (WATCH) ARE THE MINIMUM REWIRED. ADDITIONAL SIGNS CONES, BARRICADES AND
REVISION / SHIFT IS COMPLETE AND READY FOR ACTIVATION. FOR NOTICES RELATED TO SIGNAL WARNING DEVICES MAY BE USED, BUT AT NO TIME MILL LESS THAN WHAT DI SPECIFIED IN THE
WORK REWIRING NEW UTILITIES. REFER TO PROJECT NOTES STANDARDS PROCEDURES AND DIAGRAMS BE ACCEPTABLE. a
8. TRAFFIC CONTROL DEVICES SHALL BE LOCATED NO CLOSER THAN 5 FT. TO A TRENCH AT EXISTING
D) THE CONTRACTOR SHALL BE REWIRED TO FURNISH, INSTALL, RELOCATE, AND MAINTAIN ALL GRADE, MEASURED FROM THE SIDE FACING TRAFFIC.
TRAFFIC CONTROL DEVICES, SIGNS, BARRICADES WARNING AND/OR CHANNELIZING DEVICES FOR INGRESS AND EGRESS MUST BE MAINTAINED TO INDIVIDUAL z ,� 0 �..
WORK SITES AND DETOUR ROUTES AS SHOWN IN TRAFFIC CONTROL PLANS UNLESS OTHERWISE 7. MAXIMUM SPACING BETWEEN CHANNELIZING DEVICES SHALL BE 20 FT. IN TANGENT AREAS. 20 FT. HOMES AND BUSINESSES DURING CONSTRUCTION. ul
SPECIFIED BY THE ENGINEER IN TAPERS AND 1OFT. IN RADII UNLESS OTHERWISE INDICATED ON THE PLANS Lt1zz
E) CONSTRUCTION PHASING MAY DICTATE THAT TWO OR MORE TYPICAL W.A.T.C.H. DIAGRAMS OR 6 WHEN USING TYPE III BARRICADES WITH SIGN CIS ATTACHED, BARRICADES SHALL BE OF THE PROJECT SHALL BE DIVIDED INTO WORK AREAS FOR CONSTRUCTION OF DRAINAGE, STREET, AND wOJ
STANDARDS BE USED IN ONE AREA OF CONSTRUCTION. CHANNEUZING DEVICES ASSOCIATED WITH SUFFICIENT LENGTH TO CLOSE ROADWAY. SIDEWALK IMPROVEMENTS
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 9. WHEN USING TYPE in BARRICADES WITH SIGN CI9 ATTACHED, BARRICADES SHALL BE OF
THESE DEVICES SHALL BE APPROVED BY THE ENGINEER TO ENSURE THAT THE MOTORIST DOES NOT SUFFICIENT LENGTH TO CLOSE 1/2 ROADWAY. CONSTRUCTION ACTIVITY SHALL BE LIMITED TO ONE (1) STREET AT A TIME PER WORK AREA THE
RECEIVE FALSE INFORMATION WHEN TWO OR MORE TYPICALS AND /OR ROADWAY STANDARD CONTRACTOR SHALL PROVIDE MINIMUM STARIUZATION AS DEFINED IN THE PROJECT SPECIAL
DRAWINGS OVERLAP. 10. CONTRACTOR SHOULD BE AWARE THAT WHEN THE CONSTRUCTION AREA IS IN OR NEAR A VERTICAL PROVISIONS FOR THE CURRENT STREETS IN THE WORK AREA PRIOR TO PROCEEDING TO THE NEXT
CREST OR HORIZONTAL CURVE, THE WORK AREA SHALL BE EXTENDED SO THAT LANE CLOSURE STREET IN THAT WORK AREA. THE CONTRACTOR MAY NOT WORK CONCURRENTLY WITHIN WORK
F) CONTRACTOR SHOULD BE AWARE THAT WHEN THE CONSTRUCTION AREA IS IN OR NEAR BEGINS IN ADVANCE OF THE CURVE AND MINIMUM STOPPING SIGHT DISTANCE S MET. AREAS WITHOUT THE APPROVAL OF THE ENGINEER
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. 11. POLICE OFFICERS MAY BE REWIRED TO CONTROL TRAFFIC DURING CONSTRUCTION HOURS AS ALL WORK SHALL COMPLY WITH THE CITY OF CHARLOTTE NOOSE ORDINANCE. ALL WORK SHALL
DIRECTED BY THE ENGINEER FOLLOW THE TRAFFIC CONTROL PHASING BELOW; o
0) OFF -DUTY POLICE OFFICERS MAY BE REWIRED AS DIRECTED BY THE ENGINEER TO BE PRESENT
FOR CONTROLLING TRAFFIC WRING CONSTRUCTION HOURS 12. W ES PERSONNEL N AND/OR EQUIPMENT ARE WITHIN 5 FT. OF EDGE OF TRAVELWAY, USE WATCH
H
H) THE CONTRACTOR SHALL MARK ALL HAZARDS WWTHIN THE LIMITS OF THE PROJECT WITH PHASE is CONSTRUCTION WARNING SIGNS �
WELL- MAINTAINED SIGNS BARRICADES, WARNING AND /OR CHANNELIZING DEVICES ON CONNECTING 13. WHEN TRAFFIC PROCEEDS THROUGH OR ADJACENT TO CONSTRUCTION ACTIVITY OR A WORK ZONE, - -
ROADS, ALL BARRICADES SIGNS WARNING AND/OR CHANNEUZING DEVICES SHALL BE MOVED, FLACCER(S) AND FLOGGER SYMBOL SIGNS (W20 -7A) SHALL BE USED AS DIRECTED BY THE
/ THE CONTRACTOR SHALL PLACE ALL CONSTRUCTION WARNING SONS ONE WEEK PRIOR TO THE
SUPPLEMENTED, CHANCED, OR REMOVED AS REWIRED WRING THE PROGRESS OF CgRSTRUTHROUGH ON AS ENGINEER TO SLOW AND /OR STOP TRAFFIC AND DIRECT 17 THROUGH THE MIRK AREA, SIGN BEGINNING OF WORK IN ACCORDANCE NTH THE WATCH HANDBOOK. THE APPROACH WARNING SIGNS
APPROVED BY THE ENGINEER W20-7A SHALL NOT BE DISPLAYED EXCEPT WHEN FLOGGER IS PRESENT. SHALL BE PLACED ON SOUTH TRYON. OLD PINEVILLE ROAD, SOUTH BOULEVARD, E. PETERSON DRIVE,
E. CANA DRIVE, ELLENWOOD PLACE, YORKSHIRE DRIVE, DEIWTT LANE, AND TRYCLAN DRIVE AND
1) WORK ON THE PROJECT OR ANY SEPARATE ACTIVITY THEREIN SHALL NOT START UNTIL ALL OF 14. THE CONTRACTOR SHALL MAINTAIN A SMOOTH TRANSITION FROM EXISTING PAVEMENT TO PROPOSED SHALL REMAIN IN PLACE UNTIL ALL CONSTRUCTION IS COMPLETED AND THE AREA IS STABILIZED.
THE REWIRED SIGNS BARRICADES WARNING AND/OR CIANNELIZING DEVICES ARE INSTALLED AND PAVING OPERATION.
APPROVED BY THE ENGINEER 15, INSTALL ADVANCE WARNING DEVICES FOR RIGHT LANE CLOSURE ACCORDING TO WATCH DIAGRAM NO PARKING STOPPING, DELIVERIES OR STORAGE OF EQUIPMENT SHALL OCCUR IN ANY TRAVEL
je. LANES NO VEHICLES, EQUIPMENT, OR MATERIALS SHALL BE PLACED IN ANY TRAVEL LANE AT ANY
J) THE CONTRACTOR SHALL CONTACT GUS JDRDI, IMPLEMENTATION SECTION MANAGER_ 16. CONTRACTOR SHALL SUPPLY AND INSTAL ALL TEMPORARY PAVEMENT MARKINGS AS SHOWN ON TIME EXCEPT FOR THE DESIGNATED WORK AREA. °
WEEK PRIOR TO BEGINNING ANY WORK THAT DEPARTMENT OF
RE THE RELOCATION OR PLACEMENT OF THE PLANS OR AS DIRECTED BY THE ENGINEER o
SIGNS OR OTHER TRAFFIC CONTROL DEVICES BY THE CITY. 17. THE CONTRACTOR SHALL FOLLOW THE PHASING AS DESCRIBED HEREIN. THE CONTRACTOR SHALL PHASE II• CONSTRUCTION OF IMPROVEMENTS
COMPLETE THE PHASE IS DIVIDED OF INTO CONSTRUCTION PHASE IN SEQUENCE WHEN A THE CONTRACTOR SHALL CONSTRUCT STORM DRAINAGE CHANNEL AND PIPE IMPROVEMENTS
K) THE CONTRACTOR MUST MAINTAIN WRING ALL PERIODS OF CONSTRUCTION ACTIVITY THE ABILITY CONSTRUCTION PHASE IS DIVIDED INTO STEPS, THE CONTRACTOR SHALL COMPLETE
TO FLAG TRAFFIC USING QUALIFIED FLAGGERS WHEN NECESSARY OR REWIRED REQUIREMENTS OF EACH STEP M SEQUENCE. (EXAMPLE THE REQUIREMENTS OF PHASE 1 SMALL (STARTING FROM THE DOWNSTREAM ENDS UTILITY IMPROVEMENTS. SIDEWALK, CURB AND CUTTER
BE COMPLETED BEFORE PROCEEDING TO PHASE K; THE REQUIREMENTS OF STEP 1 OF PHASE I DRIVEWAYS, ASPHALT, ETC. USING DIAGRAMS 1, 2, 3, 4, 8, 7, 9, 10, 11, AND 26 OF THE WATCH
L) THE CONTRACTOR SHALL INSTALL TEMPORARY PAVEMENT MARKINGS AND ADDRESS CONFLICTING SHALL BE COMPLETED BEFORE PROCEEDING TO STEP 2 OF PHASE 1). ALL WORK DESCRIBED IN THE HANDBOOK. ONE LANE ACCESS MINIMUM MUST BE MAINTAINED AT ALL TIMES UNLESS TEMPORARY
PAVEMENT MARKINGS IN ACCORDANCE WITH SECTION 17 OF THE W.AT.C.H. HANDBOOK OR AS PROJECT PHASING SHALL BE PERFORMED BY THE CONTRACTOR EXCEPT WHERE IT IS SPECIFIED ROAD CLOSURES ARE APPROVED OR AS DIRECTED BY THE ENGINEER
DIRECTED BY THE ENGINEER Tiff CONTRACTOR SHALL MAINTAIN ANY EXISTING PAVEMENT MARKINGS FOR CERTAIN WORK TO BE PERFORMED BY OTHERS
UNLESS OTHERWISE DIRECTED BY THE ENGINEER WORK AREA 1: LINE L -1: CHANNEL k PIPE STA 10+40 70 STA 16+90
7A THE CONTRACTOR SHALL NOT BE ALLOWED TO STOP TRAFFIC FOR MORE THAN 5 MINUTES AT A CHANNEL AVENUE WORK AREA _
M) THE CONTRACTOR SMALL MAINTAIN TWO WAY TRAFFIC NOTES, ALL PORTIONS OF THIS PROJECT TIME IN ANY ONE DIRECTION. E. COMA STREET WORK ARE
UNLESS OTHERWISE SPECIFIED IN THE PLANS PROJECT NOTES, OR BY THE ENGINEER. AT NIGHT AND DURING PERIODS OF CONSTRUCTION INACTIVITY, THE DIFFERENCE IN ELEVATION
N) CONTRACTOR WILL BE REWIRED TO PROVIDE PROPERTY OWNERS AND TENANTS ACCESS TO THEIR BETWEEN LANES SHALL NOT EXCEED 1 INCH. WORK AREA 2• LINE L -2: PIPE STA 10+00 TO STA 13+60
PROPERTY THROUGHOUT THE PROJECT UNITS INCLUDING REASONABLE INGRESS AND EGRESS FOR E. PETERSON DRIVE CROSSING
BUSINESSES SPECIAL ATTENTION SHALL BE PAID TO FIRE HYDRANTS 20. FLAGGER(S) AND FLAGGER AHEAD SYMBOL SIGN(S) (W20 -7A) MAY BE REQUIRED TO DIRECT E. CANA STREET LANE CLOSURE x
TRAFFIC THROUGH CONSTRUCTION ZONE DURING PAVEMENT DEMOLITION AND /OR CONSTRUCTION L
0) THE CONTRACTOR IS TO NOTIFY (BY MAIL) ALL PROPERTY OWNERS AND OCCUPANTS WHO HAVE ACTIVITIES. WORK AREA LINE L -x PIPE STA. 1D+00 TO STA 16 +60 E. PETERSON DRIVE CROSSING
DIRECT ACCESS TO THE ROADWAY WITHIN THE PROJECT LIMITS A MINIMUM OF 6 AND A MAXIMUM OF
P WORKING DAYS PRIOR TO INSTALLING TRAFFIC CONTROL DEVICES IN FRONT OF THOSE 21. THE CONTRACTOR SHALL REMOVE ANY CONFLICTING PAVEMENT MARKINGS E PETERSON DRIVE LANE CLOSURE
PROPERTIES NOTIFICATIONS SHOULD INCLUDE CONTACT PERSONS NAME, TELEPHONE NUMBER EMAIL OLD PINEVILLE ROAD LANE CLOSURE
ADDRESS ND
A MAILING ADDRESS. 22 THE CONTRACTOR SHALL REPLACE ANY EXISTING PAVEMENT MARKINGS WHICH HAVE BEEN WORK AREA 4: LINES L -IA A L -10: PIPE
P) THE CONTRACTOR SHALL PATROL THE WORK SITE AT THE BEGINNING AND END OF EACH WORK OBLITERATED BY CONSTRUCTION ACTIVITIES AT THE END OF EACH DAYS OPERATIONS E CAMA STREET LANE CLOSURE
DAY (AT A MINIMUM) TO ENSURE THAT ALL TRAFFIC CONTROL DEVICES ARE IN PLACE AND 23, IF AN OPEN TRENCH OR A DIFFERENCE IN GRADE BETWEEN LANES GREATER THAN t INCH IS TO " WORK AREA 4 CAN BE CONSTRUCTED WHEN WORKING IN AREA 1 „
FUNCTIONING PROPERLY. CONTRACTOR SHALL ENSURE THAT ALL TRAFFIC CONTROL DEVICES ARE IN REMAIN OVERNIGHT, AREA SHALL BE BACKnUED IN ACCORDANCE WITH DETAIL 'A' OR TRAFFIC
PLACE AND FUNCTIONING AT ALL TIMES WRING PERIODS OF CONSTRUCTION INACTIVITY. BEARING STEEL PLATES SHALL BE USED. z k'
WORK AREA 4 LINE L -4: PIPE 6 CHANNEL STA. 15+00 TO STA 20+50 °
0) DURING PERIODS OF INACTIVITY OR AT NIGHT, EQUIPMENT SHALL NOT BE PARKED IN SUCH A 24. REFER TO NOTE 15 AND SEE DETAIL 'A' REGARDING BACKFIWNG AGAINST EDGE OF TRAVELWAY. ELLENWOOD CU L -DE -SAC CLOSURE
MANNER AS TO BLOCK SIDEWALKS TRAFFIC CONTROL DEVICES, OR THE MOTORISTS' VIEW OF WORK AREA 6 S INDEPENDENT OF WORK AREAS 1 - 4 AND
TRAFFIC. EQUIPMENT SHALL BE AT LEAST 10 FEET AWAY FROM THE TRAVEL LANE 26. CONTRACTOR SHALL NOT WORK ON BOTH SIDES OF THE ROADWAY SIMULTANEOUSLY WITHIN THE CAN BE CONSTRUCTED SEPARATELY
SAME AREA
R) WHENEVER TRAFFIC MUST BE ROUTED ACROSS THE CENTERLINE WRING CONSTRUCTION ACTIVITY ' NOTES
THE TWO OPPOSING DIRECTIONS MUST BE PHYSICALLY SEPARATED. TRAFFIC CONES CAN BE USED 26. INGRESS AND EGRESS SHALL BE MANTANED TO ALL BUSINESSES AND DWEWNGS AFFECTED BY
FOR THIS PURPOSE WRING DAYLIGHT HOURS; REFLECTORIZED CONES OR DRUMS MUST BE USED AT THE PROJECT. SPECIAL ATTENTION SHALL BE PAID TO FIRE HYDRANTS 1. THE CONTRACTOR MUST CONSTRUCT THE PROPOSED DRAINAGE SYSTEM WITH TEMPORARY
NIGHT. TRAFFIC SMALL NOT BE ROUTED ACROSS THE CENTERLINE DURING CONSTRUCTION INACTIVITY TIE -IN POINTS (I.E. TEMPORARY PIPES) TO MAINTAIN EXISTING DRAINAGE PATTERNS UNTIL
UNLESS PAVEMENT MARKING CONFLICTS ARE APPROPRIATELY ADDRESSED AND AGREEMENT ON 27. ALL TRAVEL LANES SHALL REMAIN OPEN DURING PERIODS OF CONSTRUCTION INACTIVITY, UNLESS PLACEMENT OF PROPOSED CURB AND GUTTER IS COMPLETE.
REMOVAL OR NOT IS WORKED OUT WITH THE ENGINEER IN ACCORDANCE WITH SECTION 16 OF THE OTHERWISE INSTRUCTED BY ENGINEER
W.A.T.C.H. HANDBOOK. IF THE ENGINEER APPROVES TRAFFIC TO CROSS THE CENTER UNE DURING 2. PROPOSED DRAINAGE STRUCTURES WITHIN EXISTING ROADWAY MUST BE BUILT AT EXISTING m '
CONSTRUCTION INACTMTY, ONLY REFLECTORZED DRUMS MUST BE USED. GRADE (TO BE ADJUSTED TO FINISHED GRADE ONCE CURB AND GUTTER IS COMPLETE). i Y rI m R
HS-20 LOADING GRADE STEEL PLATES MUST BE USED TO TEMPORARILY COVER ggpp NB G
S) THE CITY ENGINEER OR DIRECTOR OF THE CHARLOTTE DEPARTMENT OF TRANSPORTATION OR STRUCTURES AT EXISTING GRADE. P{
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.AT.C.H. 3, EXISTING DRAINAGE CROSSINGS/SYSTEMS WITH APPROPRIATE EROSION CONTROL MEASURES
AND THE M.U.T.C.D. UNTIL SUCH REQUIREMENTS ARE MET. MUST BE MAINTAINED UNTIL THE PROPOSED STORM DRAINAGE CROSSINGS/SYSTEMS ARE qq
�7
T) ADJACENT LANES TO CONSTRUCTION ZONES MAY REMAIN OPEN IF LATERAL CLEARANCE BETWEEN COMPLETED.
EDGE OF TRAVEL LANE AND EQUIPMENT IS EQUAL TO OR GREATER THAN 2 FEET (INCLUDING WIDTH 4. THE CONTRACTOR SHALL SAW CUT THE EXISTING PAVEMENT, CURB AND GUTTER AND
OF DRUM). IF A DROPOFF EXISTS WITHIN THE WORK ZONE, CONTRACTOR SHOULD FOLLOW SECTION SIDEWALK, AND CONSTRUCT, AS MUCH AS POSSIBLE, THE PROPOSED CURB; REMAINING a
10 OF THE W.A.T.C.H. HANDBOOK PERTAINING TO ADJACENT LANE CLOSURES WE TO DROPOFFS. > DRAINAGE PIPE AND STRUCTURES SIDEWALK. WHEELCHAIR RAMPS, AND DRIVEWAYS IN
Fy
U) THE CONTRACTOR SHALL FOLLOW THE PHASING AS DESCRIBED HEREIN. THE CONTRACTOR SHALL EACH WORK AREA h►��11
COMPLETE THE REQUIREMENTS OF EACH CONSTRUCTION PHASE IN SEQUENCE. WHEN A 5. THE CONTRACTOR SHALL INSTALL ASPHALT (EXCEPT FOR THE TOP LAYER OF SURFACE C
CONSTRUCTION PHASE IS DIVIDED INTO STEPS, THE CONTRACTOR SHALL COMPLETE THE COURSE} W H
REQUIREMENTS OF EAg1 STEP IN SEQUENCE (EXAMPLE: THE REQUIREMENTS OF PHASE I SHALL BE TRAVELWAY WORK ZONE
COMPLETED 13EFORE PROCEEDING TO PHASE 1; THE REQUIREMENTS OF STEP 1 OF PHASE I SHALL
BE COMPLETED BEFORE PROCEEDING TO STEP 2 OF PHASE I} ALL WORK DESCRIBED IN THE
PROJECT PHASING SHALL BE PERFORMED BY THE CONTRACTOR, EXCEPT WHERE IT IS SPECIFIED FOR I INCH PHASE III: FINAL ASPHALT SURFACE COURSE AND PAVEMENT
CERTAIN WORK TO BE PERFORMED BY OTHERS MARKINGS — ALL WORK AREAS a4 O Z
V) THE CONTRACTOR SHALL NOT BE &LOWED TO STOP TRAFFIC FOR MORE THAN 5 MINUTES AT A 1
TIME IN ANY ONE DIRECTION' LA^.
.. ;.::.� ;!. SAFE N,� CONTRACTOR SHAW ADJUST ALL EXISTING UTILITY MANHOLES VALVES ETC, TO FINISHED GRADE - W F�1
W) CONTRACTOR SHALL NOT BE ALLOWED TO WORK ON BOTH SIDES OF THE ROAD SIMULTANEOUSLY WILL ELEVATION. EI
WITHIN THE SAME AREA EXCEPT WHERE THE ROADWAY IS DIVIDED BY A RAISED MEDIAN. IT N1LL BE
ACCEPTABLE TO CONSTRUCT BORE PITS ON EACH SIDE OF A ROADWAY FOR BORING UTILITIES UNDER THE CONTRACTOR SHALL PLACE THE FINAL ASPHALT SURFACE LAYER FOR THE ENTIRE PROJECT AS
THE ROADWAY UNLESS SUPERCEDED BY ENGINEER TO COMPLY WITH PEDESTRIAN REQUIREMENTS OR DEFINED IN THE PREVIOUS PHASING DURING OFF -PEAK TRAFFIC PERIODS AND USING WATCH ow
EI
LATERAL CLEARANCE FROM TRAVEL LANES DIAGRAM 9 -TWO -WAY. ONE MANE TRAFFIC (FLOGGER H'XXRTRa). PRELIMINARY
X) THE CONTRACTOR SHALL PAY SPECIAL ATTENTION TO SECTION VII (PEDESTRIAN CONSIDERATIONS)
OF THE W.AT.C.H. Do Not Use For Construction
THE CONTRACTOR SHALL PLACE FINAL PAVEMENT MARKINGS FOR THE ENTIRE PROJECT AS DEFINED p•I !V
IN THE PREVIOUS PHASING IN ACCORDANCE WITH THE PERMANENT PAVEMENT MARKING PLANS 95% SUBMITTAL V b V
N.T.S. TRAFFIC (FIAGGER CONTROL) PERIODS AND USING WATCH DIAGRAM 9 -TOAD -WAY, ONE LANE L L
NOVEMBER 2013 C C

DIAGRAM 1 DIAGRAM 2 DIAGRAM 3 DIAGRAM 4
SIDEWALK CLOSURE WORK AREA ON SHOULDER WORK AREA ON SHOULDER WORK AREA ON SHOULDER
(6' OR MORE FROM PAVEMENT) (2' TO 6' FROM PAVEMENT) (MINOR ENCROACHMENT ON PAVEMENT)
m RaW I
'+x" weRP
' REAR a,
Lr] Pn 1� L,LxI
IIII IIII «t µRRRL`eAlaO�IRAM ..
LEGEND
O I o
T LEGEND , a rxAPl° oats / oxws eR • 0 0 0 • , • [[[yyy]]]
faro mR 6 P•sax]xi. �7
O can / axxe T 9p's kEc.1J � x
z nPS � eARRr•c Lsarco -
_ arxL • aP F —I a
o®saax ARU i uuirt«om ovoxnwr. ®raxx •Lrt• xorts: F Iw LEGEND O a�
• s 1 •xFA sax,r]Ir ., ,YPC . Lumraos ,carom LEGEND xort: ® caa / oRws
o s • • o e , / `.IF aossR nlw"mi r ro nF ma Y F RoRC roc a Lm i. r awrLC o aonFS .m W z
e uR,w PAx¢ azsrxo�l,. ux onn raa•m osaxnn. ® cao / oxan w�0O10axL"�wns •a""Laxl.o T rws 6
L: _ J IIII F o o _IIII r. a Lss T sw.s - Is¢ oum"x a a d•m,.x sl W py' g
z t :Aalc) - — I _. ® I--i Mi d_
Laa,YAaw rt ro E x•a H I� �Rk ".f"°` L.n I=o.an) - ,� M x.P. «. i�
Lag U
IIII IIII ® P vulwr nrt we AoLU»n m '�° ®xoRr ArcA m. msa 'A FL, m w
x ri "ii9s.x IMAx6 O�TYrx •PiLr E Y qu6 onrR .vP,r.,ac ® "ICNx P.x6 d O � A
i xn9 IImY PN6 al+ 0. F
Pawals 1[i"rP lO- 7
m�x o i
DIAGRAM 6 DIAGRAM 7 DIAGRAM 9
WORK AREA IN TRAVEL LANE WORK AREA IN CENTER OF STREET w,r TWO —WAY, ONE LANE TRAFFIC
(MAINTAINING 2 —WAY TRAFFIC)
(MAINTAINING 2 —WAY TRAFFIC) aaRO n��Px (FLAGGER CONTROL)
RO ROW 11E1a C
HARRU m¢mxlll
�.4e rrs u"'ia nen o,n I.n I.n
Ixrl Ixx] I.y Isl 1•.el \�A/
-I V vv WoRx
Rro
A i
•o • O O O o• O O vrxc Go e Ian wn m
• O • O diD x 0•• C
lal f r �v +eow� O v
xRlE4
LEGEND MW W
I- 1+1 xorts: g
I. oLasLws n Lac rtxu lu 1. PARYm a Lam sus
I+n aims "O smna xssl a «iauc P•LSUSw
•xxxke a.0 s xsusm m uAiw Asseu ioiso © mcs / aexls
/1RARIC PA�TaRfi�rlyaXIEPU«C DRIM e ,s r v �M[�WaiI��Y MC ROfR
LEGEND •r[xdr �m T r xm[S x loI
sxxn
xsxow /,rRllw' ® © �n / oxws a'lv".w - m•eo:"s'se uw.r.x�.'s a'�' "p•xi muausP�.v °u"s.x� H (m Ix1Ois » wm-„ * ] a Lox souxrt. xmwr•L si.ais ygL�
xswvnox n ro es u•a _ e�
T ariK wc�.o mii Raa nD F axaxzacRLarcv grosar.c ar ixs axes ax O1QC .TOCCmIn Posna"oxm •s aor
I. Gunn •IWL ssme eAw ro
Rx-) H ® ao4 uiY oi1eMiu aPPUCSeIZ � FRPD' Iw•irtxao RLfwnli. o�nr•xa°"OPOxLa•ax�o•aa".rtic m� ,e •�r.,sc T v /
{Sa xOiL .) LLvSA•MIS , • "ae - ]] u.P 1F.4 F .UTA ZaL K wlw !C �• ,
® Aaaf AIIFA iHL . aARIaC/at x[axrD _ w, , b -' Z (sP•aa) - •Rac b LwiP.x. A a•n•LI to MR aNA•x 1,. ®v v
r v �Y f xORx aalE R afi
ARxox P
rnllom osoRRwr. i '�
DIAGRAM 10 DIAGRAM 11 DIAGRAM 26 _
WORK AREA BEFORE AN INTERSECTION WORK AREA IN INTERSECTION DETOUR PLAN FOR CLOSED ROAD
(FLAGGER CONTROL) (FLAGGER CONTROL) (USE FOR MINOR STREETS ONLY) g
R
fM L
a19Jk IlC „ID
lI Afl urW � m n
o 3
�W
1 ` w
.. _. xsA alas• _ —.
T .n
B � 1 rm Ir1 Ixxl � QOS[D a7aP • ,o ( Ekl; � m
n
r ` 41E0 AHEAD . I ” N
oe
IL
h OC LEGEND
J rts
aorta: xortc LEGEND Pala . • LMPdYEa ti aRCS / rows ao:ieo RuMiaiosEn
5' A I.LlFaxlm Pala x,t a Arll:. •ONa - N u.P.x. w L[Sa Y
t j I roRax n xsaxrn I t ¢ L emax a xsarim 0 Carta / oxws — , (9Aaxa) - ARO.s ]a u.P.x.
Iw cm •usrxl 'ilrtRSSCm«s. LEGEND amal•°uilao Mrorss�n'oxs ,. sr+s T vcxs .,IMUir;Lne axsxwA ro— o•r•xa
L z srAaxc - m s.1L w lsss m arRa / axxn `~' 'xO' 1 Rnw H t __ as— _ O
(s•ala) - •9af b u.P.x. � yrA n, a zarcaa uuil"�w w a xlaRSrcilo. ®vaa uu r.rs . auRC.tt I��;�''ll T 'H u„p. D I°e�T,a,�R� a w nax.L w•R,Ino'e Pcalxm W
i saxa, s Amnw•L mal.IR. •lloroll T sews ' • '' ^° //x \ z vwc - x rP «. a Lsas ®xau Axu - t.r'_J .+lwow, m Rao-a.assu
ARIaP A.Lir,C CwaaL9 Olaf •9 �P9IJ) /�+., _, n n•aml e•Rac•as (1 ro > gals) l�
max Pxa.ema Axa ®xwx •a• \_VL�r// )sPwlc> _ .aoLS x u..x. r a
(_la x, a AaaaaNW RAOalla WY xiA PCM ax-R Ammw4 snxx4 A,e/n rtARIC Op Pala alrlax ,., x. ox, ]. awpc a aollaxmn. ~
commas r]w •s ,axx PRal�nwa cxs > A � 1 w � si�icsumaois A CW z �
x IFassun. A nAOaR xa -' Aoanau n•caxs Wr: � 0
_. O Dart orrlrm "xs1Oau•xr. �,'� ® aEIaVR •..wR rciva"�n roaWrii�
T � ,�.,~ n•a1LRa z
�� --� -� 0 a V C7
a
T PRELIMINARY
Do Not Use For Construction
95% SUBMITTAL FU-
NOVEMBER 2013