20140790 Ver 1_Site Plan_20140729 (2)

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A T 7ENTlON CONTRA CTORS
The Construction Contractor responsible for the extension of wetter,
sewer, and /or reuse, as approved in these plans, is responsible for
contacting the Public Works Department at [phone], and the
Public Utilities Department at L912)9964540 at least
twenty four hours prior to beginning any of their construction.
Failure to notify both City Departments in advance of beginning
construction, will result in the issuance of monetary fines, and
require reinstallation of any water or sewer facilities not inspected
as a result of this notification failure.
Failure to call for Inspection, Install a Downstream Plug, have
Permitted Plans on the Jobsite, or any other Violation of City of
Raleigh Standards will result in a Fine and Poccihie Exclusion
from future work in the City of Raleigh.
Public
Sewer Collection / Extension System
The City of Raleigh consents to the connection and extension of the
City's public sewer system as shown on this plan. The material and
Construction methods used for this project shall conform to the
standards and specifications of the City's Public Utilities Handbook.
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date
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REX HEALTHCARE, INC.
WXEX
SEWER UPGRADE
VIRGINIA
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NORTH CAROLINA
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GREENSBORO ! MEBANE
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NOT TO SCALE
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SANFORD
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OXFORD
ITEM
85
QTY
PUBLIC SEWER
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440
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RALEI(
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FUQUAY —VARWA
PROJECT L OCA ! ION
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PREPARED IN THE OFFICE OF:
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PROJECT SITE
� / 1 andAssociates, Inc.
P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636 -3068 NC LICENSE #F -0102
PHONE: [phone] FAX: [phone]
CITY OF RALEIGH
All Construction must be in accordance with di Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING
FIRE
URBAN FORESTRY
PUBLIC IMPROVEMENT QUANTITIES
ITEM
UNIT
QTY
PUBLIC SEWER
LF
3,1 03
PUBLIC SIDEWALK
LF
85
PUBLIC CURB AND GUTTER
LF
85
FINAL DRAWINGS
NOT FOR CONSTRUCTION
REVISIONS
A
aC7l. FAI
Q
N0. I DATE I DESCRIPTION BY
This document, together with the concepts and designs
presented herein, as an instrument of services, is intended
only for the specific purpose and client for which it was
prepared. Reuse of and improper reliance on this document
without written authorization and adaptation by Kimley —Horn
and Associates, Inc, shall be without liability to Kimley —Horn
and Associates, Inc.
Copyright Kimley —Horn and Associates, Inc., 2014
DRAWING,
DATE:
JULY 2014
011274031
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ABBREVIATIONS
INDEX TO SHEETS
PROJECT NOTES.
AB
ANCHOR BOLT
FAB
FABRICATE
MAINT
MAINTENANCE
S
SOUTH /SLOPE
SHEET
DESCRIPTION
GENERAL NOTES:
AC
ALTERNATING CURRENT/
F &C
FRAME AND COVER
MATL
MATERIAL
SAN
SANITARY
NO.
1. ALL WORK SHALL COMPLY WITH APPLICABLE STATE, FEDERAL, AND LOCAL CODES, AND ALL
22. ALL MATERIAL CLEARED AND GRUBBED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE
ASBESTOS CEMENT
F &G
FRAME AND GRATE
MAX
MAXIMUM
SBL
SURVEY BASELINE
NECESSARY LICENSE'S AND PERMITS SHALL BE OBTAINED BY THE CONTRACTOR AT ITS
WORK, SUCH AS TREES, VEGETATION, ETC., SHALL BECOME THE PROPERTY OF THE
(
COVER
ACT ACOUSTIC TILE FC FLUSHING CONNECTION MECH MECHANICAL SCH SCHEDULE
EXPENSE, UNLESS PREVIOUSLY OBTAINED BY THE OWNER AND PROVIDED AT THE
CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF -SITE AT A STATE APPROVED
AD
AREA DRAIN
FD
FLOOR DRAIN
MEMB
MEMBRANE
SD
STORM /SITE DRAIN
PREGDNSTRUCTEON CONFERENCE.
DISPOSAL SITE.
2
INDEX, GENERA NOTES AND ABBREVIATIONS
ADDL ADDITIONAL FDN FOUNDATION MET METAL SECT SECTION
2. DEVIATION FROM THESE PLANS AND NOTES WITHOUT THE PRIOR WRITTEN CONSENT OF THE
23. IMMEDIATELY PRIOR TO DISTURBANCE, CONTRACTOR SHALL VIDEOTAPE SEWER ALIGNMENT
ADJ
ADJUSTABLE
FE
FIRE EXTINGUISHER
MFR
MANUFACTURER
SERV
SERVICE
OWNER OR HIS REPRESENTATIVE OR THE ENGINEER MAY BE CAUSE FOR THE WORK TO BE
INCLUDING EACH DRIVEWAY, SIDEWALK, ETC., TO BE DISTURBED. EACH SHALL BE
AFF
ABOVE FINISHED FLOOR
FF
FINISH FLOOR
MG
MILLION GALLONS
SEW
SEWER
UNACCEPTABLE.
RESTORED TO ITS ORIGINAL CONDITION OR BETTER. VIDEO SHALL BE SUBMITTED TO
AGGR
AGGREGATE
FH
FIRE HYDRANT
MGD
MILLION GALLONS PER DAY
SF
SQUARE FEET
3
OVERALL PLAN AND PROFILE
CDRPUD PRIOR TO WORK.
AL
ALUMINUM
FIN
FINISH
MH
MANHOLE
SHT
SHEET
3. ALL SANITARY SEWER CONSTRUCTION SHALL CONFORM TO NCDENR REGULATIONS, AND TO
4
SEWER PLAN AND PROFILE STA 10 +00 TO STA 21 +50
ALLOW ALLOWANCE /ALLOWABLE FIX FIXTURE MIN MINIMUM SI SQUARE INCH
CURRENT CITY OF RALEIGH REGULATIONS, STANDARDS, AND SPECIFICATIONS.
24, CONTRACTOR SHALL MAINTAIN A MEANS FOR ACCESS TO EACH PROPERTY AT ALL TIMES.
ALT
ALTERNATE
FL
FLASHING /FLOOR
MISC
MISCELLANEOUS
SIM
SIMILAR
4. CONTRACTOR SHALL COORDINATE ALL WORK WITH THE CITY OF RALEIGH PUBLIC UTILITIES
25, WHERE THE CONTRACTOR DETERMINES THAT ENCROACHMENT ONTO PRIVATE PROPERTY IS
5
SEWER PLAN AND PROFILE STA 21 +50 TO STA 33 +50
APPROX APPROXIMATE FLEX FLEXIBLE MJ MECHANICAL JOINT Si STEEL JOIST
DEPARTMENT.
NECESSARY AND AN EASEMENT HAS NOT SEEN PROVIDED, THE CONTRACTOR SHALL
ARCH
ARCHITECTURAL
FLG
FLANGE
MLDG
MOLDING
SPEC
SPECIFICATION
CONTACT INDIVIDUAL PROPERTY OWNERS AND OBTAIN WRITTEN APPROVAL FOR THAT
ASB
ASBESTOS
FLUOR
FLUORESCENT
MO
MASONRY OPENING
SQ
SQUARE
5. ALL PIPE LENGTHS AND DISTANCES BETWEEN STRUCTURES ARE MEASURED FROM CENTER
OF
OF STRUCTURE TO CENTER OF STRUCTURE ALONG A HORIZONTAL PLANE.
ENCROACHMENT.
SEWER PLAN AND PROFILE STA 33 +50 TO STA 41-I-O3
i RSPH
ASPHALT
FLXC
FLEXIBLE CONNECTION
MOD
MODIFY /MODIFIED
SS
SANITARY SEWER
26. THE CONTRACTOR SHALL PROVIDE ALL STAKEOUT SURVEY. ANY EXISTING STAKE OUT
AT
ASPHALT TILE
FM
FORCE MAIN
MON
MONUMENT
SST
STAINLESS STEEL.
6. COORDINATES SHOWN ON THE DRAWINGS ARE BASED ON THE NORTH CAROLINA STATE
SHALL NOT BE USED BY THE CONTRACTOR.
FPRF
FIREPROOF
MOT
MOTOR
ST
STREET
7
CORPUD SANITARY SEWER STANDARD DETAILS
PLANE COORDINATE SYSTEM (NAD 83).
FRP
FIBERGLASS REINFORCED
MTD
MOUNTED
STA
STATION
27, CONTRACTOR SHALL NOTIFY HOME OWNERS AT LEAST 7 DAYS PRIOR TO CONSTRUCTION
8
MISCELLANEOUS STANDARD DETAILS
B BORING POLYESTER LAMINATE MTG MOUNTING STD STANDARD
7. LOCATIONS OF EXISTING SHOWN UTILITIES ARE APPROXIMATE. IT IS THE RESPONSIBILITY
OF THE CONTRACTOR TO DETERMINE THE SIZE, DEPTH, MATERIAL AND LOCATION OF ALL
THAT CONSTRUCTION ACTIVITY WILL TAKE PLACE IN THEIR AREA.
? BD
BOARD
FT
FEET
MULT
MULTIPLE
STG
STORAGE
EXISTING UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION AND TO TAKE WHATEVER
28. CONTRACTOR SHALL REMOVE AND REPLACE ALL CONFLICTING MAIL BOXES, CULVERTS,
9
EROSION ;CONTROL DETAILS
a BF£ BOTTOM OF FITTING £L£V FTG FOOTING /FITTING STIR STIRRUP
STEPS ARE NECESSARY TO PROVIDE FOR THEIR PROTECTION. THE ENGINEER HAS
HEADWALL. ORNAMENTAL STRUCTURES, ETC. WITHIN THE RIGHT OF WAY. CONFLICTING
BFV
BUTTERFLY VALVE
FURR
FURRING /FURRED
STL
STEEL
ATTEMPTED TO LOCATE AND INDICATE ALL EXISTING FACILITIES ON THE PLANS: HOWEVER,
TREES WITHIN THE RIGHT OF WAY SHALL BE REMOVED AND NOT REPLANTED.
BFV
a
BITUMINOUS
STR
STRUCTURAL
THIS INFORMATION IS SHOWN FOR THE CONTRACTOR'S CONVENIENCE ONLY. THE ENGINEER
€
BASELINE
SUB
SUBSTITUTE
10
MUTCD STANDARD TRAFFIC CONTROL DETAILS
AND THE OWNER ASSUMES NO RESPONSIBILITY FOR THE LOCATIONS OF UTILITIES SHOWN
29, CONTRACTOR SHALL CORE DRILL ALL EXISTING MANHOLES FOR CONNECTION OF PROPOSED
SEWERS.
SUP
SUPPLY
OR NOT SHOWN. PRIOR TO DIGGING ON AND OFF SITE, THE CONTRACTOR SHALL HAVE ALL
11
TRAFFIC CONTROL DETAIL LAKE BOONE TRAIL AND WYCLIFF ROAD
a BL BUILDING LINE
a BLDG BUILDING N NORTH SUPT SUPERINTENDENT
UTILITIES LOCATED BY "NC 811" 1 -800- 632 -4949. THE CONTRACTOR SHALL CONTACT
ANY UTILITY COMPANY WHOSE UTILITIES ARE NOT LOCATED BY "NC 811" FOR EXACT
30. EROSION AND SEDIMENTATION CONTROL DEVICES SHALL BE INSTALLED ACCORDING TO
BLK
BLOCK
NA
NOT APPLICABLE
SUR
SURFACE
LOCATION OF THEIR UTILITIES PRIOR TO STARTING CONSTRUCTION. IT SHALL BE THE SOLE
NORTH CAROLINA SEDIMENT AND EROSION CONTROL STANDARDS AND AS DIRECTED BY THE
12
TRAFFIC CONTROL DETAIL LANDMARK DRIVE
SUSP SUSPENDED
a BM BENCH MARK NF NEAR FACE
RESPONSIBILITY OF THE CONTRACTOR TO REPAIR AND /OR REPLACE ANY AND ALL DAMAGE
ENGINEER. ALL DEVICES SHALL BE MAINTAINED SUCH THAT THEY FUNCTION AS INTENDED.
AFTER COMPLETION OF THE PROJECT THE CONTRACTOR SHALL REMOVE ALL EROSION
BOC
BACK OF CURB
G
GAS GAS LINE
/
NGVD
NATIONAL GEODETIC
SW
SWITCH
MADE TO UTILITIES BY THE CONTRACTOR TO EXISTING CONDITIONS AT THE CONTRACTOR'S
CONTROL. DEVICES WHERE A GOOD STAND OF GRASS HAS BEEN ESTABLISHED AND EROSION
i BOT
BRG
BOTTOM
BEARING
GA
GAL
GAUGE
GALLON
VERTICAL DATUM
SWBD
SWD
SWITCHBOARD
SIDE WATER DEPTH
13
LANDMARK DRIVE CLOSURE AND DETOUR SIGNING
EXPENSE.
IS NO LONGER EVIDENT. REMOVAL OF THE REMAINDER OF THE EROSION CONTROL DEVICES
SHALL OCCUR AS OTHER AREAS ARE ESTABLISHED. REMOVAL OF THE EROSION CONTROL
BRK
BRICK
GALV
GALVANIZED
N1C
NO
NOT IN CONTRACT
NUMBER
SYM
SYMMETRICAL
8. BURIED TELEPHONE AND CATV CABLES (FIBER OPTICS AND CONVENTIONAL) ARE KNOWN TO
DEVICES SHALL BE PERMITTED ONLY WITH THE PRIOR APPROVAL OF THE ENGINEER.
BRZ
BRONZE
GC
GENERAL CONTRACTOR
NOM
NOMINAL
14
LAKE BOONE TRAIL CLOSURE AND DETOUR SIGNING
VARY DUE TO INSTALLATION TECHNIQUES. CONTRACTOR SHALL COORDINATE WORK WITH
CONFLICTING TELEPHONE AND CATV CABLES AS NECESSARY FOR INSTALLATION OF THE
31, ALL SLOPES SHALL BE 3:1 OR FLATTER, UNLESS OTHERWISE SHOWN.
BSMT
BASEMENT
GEN
GENERATOR
NPW
NON POTABLE WATER
PROPOSED WATER AND SEWER. UTILITY COORDINATION SHALL BE INCLUDED IN THE
BT
BOLT
GI
GALVANIZED IRON
NTS
NOT TO SCALE
PROJECT SCHEDULE AND IT IS THE EXPLICIT RESPONSIBILITY OF THE CONTRACTOR TO
32. ALL AREAS DISTURBED BY GRADING, EXCAVATION, AND GENERAL CONSTRUCTION SHALL BE
BUR
BUILT -UP ROOFING
GL
GLASS
CONSTRUCTION SCHEDULE
ASSURE THAT THE PROJECT SCHEDULE INCLUDES THE NECESSARY RELOCATION. THE
SEEDED, MULCHED, AND RESTORED IN ACCORDANCE WITH NORTH CAROLINA SEDIMENT AND
BV
BALL VALVE
GPM
GALLONS PER MINUTE
CONTRACTOR SHALL NOT BE PAID ADDITIONALLY FOR THIS COORDINATION.
EROSION CONTROL STANDARDS.
GR
GRADE
T
TREAD
1. CONTACT NCDENR LAND QUATLTY SECTION AT (919) 791 -4200 BEFORE WORK BEGINS. FAILURE
9• THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD ANY FIELD
33. EXISTING VEGETATION OUTSIDE OF THE LIMITS OF DISTURBANCE AND CLEARING LIMITS TO
C
CLOSET /CARPET /CHANNEL
GV
GATE VALVE
T &B
TOP AND BOTTOM
TO DO SO WILL RESULT IN A NOTICE OF WORK VIOLATION AND POSSIBLE FINES.
CONDITIONS BE ENCOUNTERED THAT VARY FROM THE INFORMATION PROVIDED IN THE
CONTRACT DOCUMENTS.
REMAIN SHALL BE PROTECTED FROM DAMAGE.
CAB
CABINET
GW
GWB
GUY WIRE
GYPSUM WALL BOARD
T &G
TAN
TONGUE AND GROOVE
TANGENT
2. OBTAIN ALL :CONSTRUCTION PERMITS.
10. THE
34. ALL CONSTRUCTION ACTIVITY SHALL BE LIMITED TO STREET RIGHTS -OF -WAY AND OBTAINED
CB
CATCH BASIN
GWF
GLAZED WALL FINISH
OC
ON CENTER
CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH UTILITY PROVIDERS
EASEMENTS. REFER TO DETAIL 0222110R FOR TRENCH WIDTH REQUIREMENTS.
C/C
CENTER TO CENTER
GYP
GYPSUM
OD
OUTSIDE DIAMETER
TBM
TEMPORARY BENCH MARK
3. INSTALL TEMPORARY CONSTRUCTION ENTRANCES WHERE INDICATED.
ANY ADDITIONAL SUPPORT OF EXISTING UTILITY POLES OR OTHER ITEMS AS REQUIRED FOR
TRENCH EXCAVATION. ALL COSTS
CE
CONSTRUCTION EASEMENT
OF
OUTSIDE FACE
TC
TOP OF CURB
OF SUCH WORK SHALL BE PAID BY THE CONTRACTOR.
35. ANY AREAS THE CONTRACTOR UTILIZES FOR STOCKPILING SHALL HAVE ADEQUATE EROSION
CEM
CEMENT
OFF
OFFICE
TDH
TOTAL DYNAMIC HEAD
4. INSTALL EROSION CONTROL MEASURES IN RIGHT -OF-WAY AND EASEMENT AREAS WHERE
INDICATED ON PLANS.
11. THE CONTRACTOR SHALL INSTALL ALL SIGNS AS REQUIRED BY NCDOT ALONG STATE
CONTROL MEASURES INSTALLED PER THE NORTH CAROLINA SEDIMENT AND EROSION
CONTROL HANDBOOK.
CER
CERAMIC
OPER
OPERATOR
TECH
TECHNICAL
ROADWAYS AND THE CITY OF RALEIGH ALONG CITY STREETS.
CF
CUBIC FEET
OPNG
OPENING
TEL
TEMP
TELEPHONE
TEMPERATURE
5. CLEAR AND GRUB AREA WHERE INDICATED. CARE SHALL BE TAKEN WHERE CONSTRUCTION
12. UNLESS OTHERWISE INDICATED, ALL EXISTING GRADE ELEVATIONS SHOWN ARE ALONG THE
36. LANE AND SHOULDER CLOSURES SHALL BE IN ACCORDANCE WITH CITY OF RALEIGH
REQUIREMENTS.
CFM
CUBIC I=FFY PER MINUTE
OPP
OPPOSITE
TER
TERRAllO
ACTIVITIES ARE ADJACENT TO BUFFERED STREAMS.
SEWER ALIGNMENT.
Cl
C1P
CAST IRON CUBIC INCHES
IRON/ CUBIC
CAST IRON PIPE
ORIG
OT
ORIGINAL
OPEN TRUSS
THERMO
THERMOSTAT
6. EXCAVATE AND INSTALL PROPOSED UTILITIES.
13. MINIMUM PIPE COVER FOR SANITARY SEWER SHALL BE 3 FEET UNLESS DUCTILE IRON PIPE
37. TRENCHES SHALL BE CLOSED AT THE END OF THE WORK DAY.
CENTER LINE
H
HEIGHT
OVHD
OVERHEAD
THK
THRU
THICK
THROUGH
7. INSTALL DITCH LININGS WHERE INDICATED ON PLANS UPON COMPLETION OF UTILITY INSTALLATION.
IS USED AND LESS COVER IS SPECIFICALLY APPROVED BY THE ENGINEER.
38. CONTRACTOR SHALL PATCH ALL ROADWAY PAVEMENT DISTURBANCES BY THE END OF EACH
CL2
CHLORINE
HDW
HARDWARE
"TRENCH
WEEK. TEMPORARY GRAVEL PATCHES SHALL BE PROVIDED DAILY AND MAINTAINED UNTIL
CLG
CEILING
HEX
HEXAGONAL
TOD
TOP OF DECK
8. PERFORM FINAL GRADING OF ALL DISTURBED AREAS.
14. THE MINIMUM TRENCH WIDTHS SHALL BE IN STRICT ACCORDANCE WITH THE
PAVEMENT PATCH IS PROVIDED.
CLKG
CAULKING
HM
HOLLOW METAL
TOF
TOP OF FOOTING
EXCAVATION LIMITS" A5 SHOWN ON THE DRAWINGS.
CLR
CLEAR
HORZ
HORIZONTAL
TOM
TOP OF MASONRY /MANHOLE
9. STABILIZE AND SEED ALL DENUDED AREAS ACCORDING TO SECTION 7 OF THE SPECIFICATIONS.
15. OWNERS WILL FURNISH DESCRIPTION OF EASEMENTS UPON REQUEST.
39. DURING CONSTRUCTION, EMERGENCY VEHICLE APPARATUS ACCESS AND ACCESS TO FIRE
HYDRANTS SHALL BE MAINTAINED AT ALL TIMES.
CMP
CMU
CORRUGATED METAL PIPE
CONCRETE MASONRY UNIT
HP
HPT
HORSEPOWER
HIGH POINT
PAR
PARALLEL
TOS
TOW
TOP OF SLAB
TOP OF WALL
10. EROSION CONTROL MEASURES SHALL BE INSPECTED AFTER EACH RAINFALL EVENT BUT NO LESS
FREQUENTLY THAT ONCE EVERY WEEK. NEEDED REPAIRS WILL BE PERFORMED IMMEDIATELY.
16. ALL PAVEMENT CUTS SHALL BE SAW CUT ALONG A STRAIGHT EDGE.
40. BYPASS PUMPING PLAN SEALED BY A N.C. PROFESSIONAL ENGINEER MUST BE SUBMITTED
CO
CNCRE T
HTR
HEATER
PC
POINT OF CURVE /PIECE
TOL
TPS
TOLERANCE
TWISTED PAIR SHIELDED
17, TRAFFIC ISLANDS, CURBS AND CONCRETE DRIVEWAYS SHALL BE REPLACED TO THE FIRST
TO THE CITY OF RALEIGH PUBLIC UTILITIES PRIOR TO PUMPING OPERATIONS TO
COORDINATE WITH ADMINISTRATION ENGINEERING STAFF, PUMPS SHOULD BE SIZED TO
COL
COLUMN
HVAC
HEATING, VENTILATION AND
PCG
POINT OF COMPOUND CURVE
TRANS
TRANSFORMER
11. REMOVE EROSION CONTROL MEASURES. MEASURES SHALL NOT BE REMOVED UNTIL THE ENTIRE
SITE HAS BEEN REESTABLISHED.
EXPANSION JOINT BEYOND THE TRENCH EXCAVATION LIMITS AND TO THE FULL WIDTH,
HANDLE A PEAK FLOW OF 500 GPM. THE CONTRACTOR SHALL SECURE PUMPS FROM A
COL
CONCRETE
AIR CONDITIONING
PCF
POUNDS PER CUBIC FOOT
TYP
TYPICAL
TRAFFIC ISLANDS, CURBS AND CONCRETE DRIVEWAYS SHALL MATCH EXISTING.
PUMP SUPPLIER ACCORDING TO THE PROVIDED FLOW INFORMATION. PUMPING OPERATIONS
COSST
#
CONSTRUCTION
HW
HOT WATER
PE LINING
POLYETHYLENE LINING
MUST BE MONITORED 24 HOURS A DAY FOR EACH DAY OF THE PUMPING OPERATION BY
CONY
CONTINUOUS
WL
HIGH WATER LEVEL
PERF
PERFORATED
18. THE CONTRACTOR SHALL REMOVE ALL EXISTING FENCE WITHIN THE CITY EASEMENT AS
QUALIFIED PERSONNEL IN ORDER TO RESPOND TO PROBLEMS OR FAILURES. 100%
CONTR
CONTRACTOR
HWY
HIGHWAY
PERP
PERPENDICULAR
REQUIRED FOR PIPE INSTALLATION.
REDUNDANCY IS REQUIRED FOR PUMPING OPERATIONS. BACK UP PUMPS SHALL BE
CORP
CORPORATION
HYD
HYDRAULIC
PI
POINT OF INTERSECTION
UG
UNDERGROUND
-�/
CI 1 1 �F RALE��'H
19. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL SHEETING REQUIRED FOR THE
CONNECTED TO THE BYPASS FORCE MAIN TO FACILITATE IMMEDIATE USE UPON FAILURE OF
PRIMARY PUMPS.
CORR
CORRIDOR
R
PROPERTY LINE PLATE
/
UH
UNIT HEATER
INSTALLATION OF THE UTILITY, ALL EXCAVATIONS SHALL BE KEPT WITHIN THE DESIGNATED
CP
CONCRETE PLANK
PNL
PANEL
UNFIN
UNFINISHED
All Con must be in accordance with all Local,
EASEMENT WIDTHS. EXCAVATION WITHIN PAVED AREAS SHALL BE KEPT TO A MINIMUM.
41, A LAYER OF SAND, SCREENINGS, OR FINES SHALL BE DEPOSITED ON IMPERVIOUS
CRS
COURSE
PP
POWER POLE
State,
te, and Federal Rules and Regulatians.
SHEETING SHALL BE INSTALLED AS REQUIRED TO PROTECT EXISTING UTILITIES.
SURFACES PRIOR TO THE DEPOSITION OF EXCAVATED MATERIAL TO FACILITATE CLEAN UP.
CT
CERAMIC TILE
PREFAB
PREFABRICATED
UR
UT1L
URINAL
UTILITY
TRANSPORTATION SERVICES
20. PLACED RIP -RAP SHALL HAVE A MINIMUM DEPTH OF 1.5 TIMES THE MAXIMUM STONE
THE STREET SHOULD BE SWEPT DAILY TO REMOVE DIRT.
CTJ
CU
CONTROL JOINT
COPPER
PRV
PRESSURE RELIEF VALVE
PUBLIC UTILITIES
DIAMETER AND SHALL HAVE A LAYER OF TYPE it GEOTEXTILE SEPARATOR PLACED BETWEEN
42. ALL DEWATERING DISHARGE SHALL BE FILTERED THROUGH SILT BAGS AND /OR OTHER
PS
PUMPING STATION
THE SOIL AND STONE.
APPROVED EROSION CONTROL MEASURES.
CV
CW
CHECK VALVE
COLD WATER
1
IRON
PSF
PSI
POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCH
STORMWATER
21. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM
43. THIS PROJECT AREA IS NOT LOCATED IN ANY SPECIAL FLOOD HAZARD AREAS OR FUTURE
CY
CUBIC YARD
ID
INSIDE DIAMETER
PT
POINT OF TANGENT /POINT
PLANNING
INCONVENIENCE TO THE OWNER AND PUBLIC. THE CONTRACTOR SHALL PROVIDE TRAFFIC
CONTROL AND ERECT AND MAINTAIN AT ALL TIMES DURING THE PROGRESS OR TEMPORARY
CONDITIONS FLOOD HAZARD AREAS, AS SHOWN ON FIRM NO. 3720079500J. DATED MAY 2,
IF
INSIDE FACE
VAC
VACUUM
2006 AND FIRM NO. 3720078500J, DATED MAY 2, 2006.
IN
INCH
PTN
PARTITION
VAT
VINYL ASBESTOS TILE
FIRE
SUSPENSION OF WORK, SUITABLE BARRIERS, FENCES, SIGNS OR OTHER ADEQUATE
DC
DIRECT CURRENT
INCL
INCLUDED
PV
PLUG VALVE
VCP
VITRIFIED CLAY PIPE
URBAN FORESTRY
PROTECTION, INCLUDING FLAG MEN AND WATCHMEN AS NECESSARY TO INSURE THE SAFETY
OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE CONSTRUCTION WORK.
DET
DETAIL
DRINKING FOUNTAIN
INF
INFLUENT
PVC
PVC
POLYVINYL CHLORIDE
POINT OF
V£L
VELOCITY
CONSTRUCTION SIGNAGE SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF
�DF
�����
INS
INSULATION
VERTICAL CURVE
VENT
VENTILATING /VENTILATION
"CONSTRUCTION AND MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON UNIFORM
FFINAL
DIA (0)
DIAMETER
INT
INTERIOR
PVI
POINT OF VERTICAL INTERSECTION
VERT
VERTICAL
TRAFFIC CONTROL DEVICES" BY THE NCDOT.
OT FOR CONSTRUCTION
DIAG
DIAGONAL
INV
INVERT
PVMT
PAVEMENT
VOL
VOLUME
DIM
DIMENSION
PVT
POINT OF VERTICAL TANGENCY
VP
VENT PIPE
DIP
DUCTILE IRON PIPE
PW
POTABLE WATER
VWC
VINYL WALL COVERING
DISCH
DISCHARGE
LEGEND
DIST
DISTRIBUTION
MATERIALS
SYMBOLS
SECTION
AND DETAIL KEYING
LINETYPES
D DOUBLE EL J JOIST QTY QUANTITY
DN
DOWN
JB
JUNCTION BOX
GRADE OR EARTH
- _.__.._ _
- EXIST. WATER LINE
PROPOSED PIPE
DRAWINGS ARE CROSS REFERENCED IN THE FOLLOWING METHOD:
PROPOSED ITEMS
DOZ DOZEN JCT JUNCTION W WEST /WIDTH
DR
DOOR
JT
JOINT
WITH
DWG
DWL
DRAWING
DOWEL
R
RCP
RADIUS /RISER
REINFORCED CONCRETE PIPE
WC
WF
WATER CLOSET
WIDE FLANGE
SAND
- .
S� EXIST. SANITARY SEWER -- SANITARY SEWER MANHOLE
(A) A SECTION CUT ON SHEET 3 IS IDENTIFIED AS FOLLOWS:
EXISTING ITEMS
RD
ROAD /ROOF DRAIN
TEMPORARY
SECTION
LETTER
E
EAST /EASEMENT
RECIR
RECP
RECIRCULATION
RECEPTACLE
WH
W1
WALL HYDRANT
WROUGHT IRON
GRAVEL_ /RIP RAP
- -- _:__ -- a -� "r f EXIST. STORM DRAIN NEW VALVE CONSTRUCTION
ENTRANCE
SHEET WHERE SECTION IS SHOWN
- PROPERTY /R /W LINE
EA
EACH
WL
WATER LEVEL
6
ECC
EF
ECCENTRIC
EACH FACE
L
LA
LENGTH /ANGLE
LINE AHEAD
RECT
RED
RECTANGULAR
REDUCER
WA
WO
WATER LINE
WINDOW OPENING
� CONCRETE
�- - EXIST. ELECTRICAL
STORM DRAINAGE STRUCTURE
THE SECTION
- - - EASEMENT LINE
REF
REFERENCE
W/0
WITHOUT
4 � e•
REDUCER
(B) SHOWN
ON SHEET 6 IS IDENTIFIED AS FOLLOWS:
- - - - - - - - - HIDDEN ITEMS
EFF
EIP
EL OR ELEV
EFFLUENT
EXIST IRON PIPE
ELEVATION
LAB
LAM
LAT
LABORATORY
LAMINATED
LATERAL
REG
REINF
REM
REGISTER
REINFORCING
REMOVE
WP
WPFG
WATERPROOF
WATER PROOFING
: ":.
CONC. FILL OR GROUT
__ W _. EXIST. TELEPHONE
BLOWOFF ASSEMBLY
SECTION
A
LETTER
CENTER LINE
ELEC
ELECTRIC /ELECTRICAL
LAV
LAVATORY
WPT
WALL PENETRATING TYPE
___. -____ _ EXIST. GAS
SHEET FROM WHERE SECTION WAS TAKEN
READ
REQUIRED
WSE
WATER SURFACE ELEVATION
3
ELL
ELBOW
LB
LF
POUND /LINE BACK
REST
RESTRAINED
WSP
WEATHERSTRIP
GRATING
BACKFLOW PREVENTER PAVEMENT
MATCH LINE
ENGR
ENGINEER
LINEAR FEET
REV
REVISE
-_._° ;= EXIST FIRE HYDRANT
REPLACEMENT
ENT
EOG
ENTRANCE
EDGE OF GRAVEL
LG
LL
LONG
LIVE LOAD
RF
ROOF
WT
WV
WEIGHT
WATER VALVE
.,�,�...,
CHECKERED PLATE
PROPOSED FIRE HYDRANT
�- � EXIST GROUND PROFILE
EOP
EDGE OF PAVEMENT
LLH
LONG LEG HORIZONTAL
RFG
ROOFING
WWF
WELDED WIRE FABRIC
�y.,:,��
EXIST SAN SEWER MH
- CREEK / DITCH
EQ
EQPT
EQUAL
EQUIPMENT
LLV
LP
LONG LEG VERTICAL
LIGHT POLE
RJ
RESTRAINED JOINT
ROOM
ROCK
r^, :::::
U PROPOSED WATER METER ..........
STANDARD DETAILS ARE REFERENCED BY A UNIQUE SEVEN DIGIT NUMBER
AND ARE SHOWN ON THE DRAWINGS BY ONE OF TWO
EXIST EDGE OF PAV'MT
LPT
LOW POINT
RND
ROUND
_- ____._m. -_. _._.,__.._.. -_ EXIST. VALVE n_:... �,�,
.-- -.�,= - --- . -w.
-- TYPICAL PLUG AND REMOVAL
METHODS:
EW
EX
EACH WRY
EXISTING
LT
LIGHT
RO
RPM
ROUGH OPENING
REVOLUTIONS PER MINUTE
YD
YARD
WATER SURFACE
_ , ...._._..._ w; _.__.._. EXIST. FENCE
STONE FILTER
2000403
- REFERENCED ITE�
SILT FENCE
EXC
EXCAVATE
LTG
LVR
LIGHTING
LOUVER
RR
RAILROAD
YR
YEAR
_
#
TYPICAL IN -LINE PLUG
U--- SHAPED INLET
£XH
EXP
EXHAUST
EXPANSION
LWL
LOW WATER LEVEL
RRS
RT
RAILROAD SPIKE
RIGHT
ASPHALT
rn_ ®
'� °: =IPA EXIST. WATER METER B01
SOIL BORING /AUGER PROBE PROTECTION
OR:
SEE 2000003
-
REFERENCED ITEM
/ / /TPF COMBINATION SILT FENCE /
TREE PROTECTION FENCE
EXT
EXTERIOR
RTU
REMOTE TERMINAL UNIT
-
LOp�F
RW
R/W
RAW WATER
RIGHT OF WAY
� BRICK
pp EXIST POWER POLE
© SR
SEISMIC LINE
STANDARD DETAILS ARE COMPILED IN APPROXIMATE NUMERICAL ORDER IN
TREIESPROTD£C PROTECTION E
0 EXIST. SS CLEANOUT
PROPOSED PIPE BURSTING
THE BACK OF THE DRAWINGS.
- LoD LIMITS OF DISTURBANCE
�
��e _����
KHA PROJECT
011274031
> > > >�� " " "' ° " >�,,,
>��� // %
SHEET NUMBER
DATE
and Associates,
Inc.
7
-9 -2014
REX SEWER UPGRADE
��`��
� � °�����• •� ��
INDEX,
GENERAL NOTES AND
2
SCALE
N/A
O 2014 KIMLEY -HORN AND ASSOCIATES, INC.
3001 WESTON PARKWAY, CARY, NC 27513
PHONE: 919 - 677- -2000 FAX: [phone]
PREPARED FAR
REX HEALTHCARE �� E
..
- 9115 It
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%i
ABBREVIATIONS
OF
No.
REVISIONS
DATE
BY
DESIGNED BY JRP
This document, together with the concepts crud designs presented herein, as an instrument of service, is intended only
for. the specific for it Reuse
BRAWN
BY JGB
purpose and client which was prepared. of and improper reliance on this document without
wrtten authorization and odaptation by Kimley Horn and Associates, Inc. shalt be without liability to Kimley -Horn and
NC LICENSE #F-- -"0102
WWWKIMLEY-
HORN.COI�i
>>,
1/
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/
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Associates, Inc.
CHECKED
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NOT FOR CONSTRUCTION
S
1
i
BYPASS PUMPING OPERATIONS
LAN SEALED BY A N.C. PROFESSIONAL ENGINE MUST BE
Y OF RALEIGH PUBLIC UTILITIES PRIOR TO PUMP' G
INATE WITH ADMINISTRATION ENGINEERING STAFF. MPS
IANDLE A PEAK FLOW OF 500 GPM. THE CONTRAC OR
FROM A PUMP SUPPLIER ACCORDING TO THE PROVIDED
JMPING OPERATIONS MUST BE MONITORED 24 HOURS A DAY
PUMPING OPERATION BY QUALIFIED PERSONNEL IN ORDER
.EMS OR FAILURES. 100% REDUNDANCY IS REQUIRED FOR
HACK UP PUMPS SHALL BE CONNECTED TO THE BYPASS
"ATE IMMEDIATE USE UPON FAILURE OF PRIMARY PUMPS.
BY —PASS PUMPING REQUIREMENTS
RENT METHOD
BY —PASS PUMPING
7-N CUT
SSMH -24 TO SSMH -18
. OR OPEN CUT
SSMH -18 TO SSMH• -7
=N CUT
SSMH -7 TO SSMH -3
4RTIS FOR SEQUENCING PURPOSES ONLY AND
TO CHANGE.
CITY OF RALEIGH
nstruction must be in accordance with all Local,
State, and Federal Rules and Regulations.
>PORTATICN SERVICES
UTILITIES
(WATER
LING
4 FORESTRY
400
I CQ It U) U-) '!�0 cnN ON>nEI � 0NthZ Z= <��7 � �
380 l- M z z o ►� r N . . . + >r' n I 11 - - � 17 .2 LF 185.28 F
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COpro N D N �O) v cl s 4 ii i W. C cJ i 1
LEI , t w It o N Lq i. e� t $ { 12 i. 360
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i
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c�cnEz? c3 cn zz � >� - '
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if
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LF 15 SDR 35 P . . . . .
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@ 0.52% ,, SD 35 PVC 5" SDR 35 VC. 0 I - -O 2» 0 <r g »> p ¢ II > j 0- I )
.15 SDR-35-PV' - z.zZ - - - ��Ezzz .�� zz c�v3i�Z
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d n Ur) l` 0 0 rn 0) co (0 cfl rn az co d r` 0 00 00 0 CO 0 >` 0 (0
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K) l `) r] Pe) r) th K) r7 t7 to i`) V) t7 to M
10 +00 11 +00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 19 +00 20 +00
M No. REVISIONS DATE BY
This document, together with the concepts and designs presented herein, as an instrument of servsce, is intended only
for the specific purpose and ctient for which it was prepared. Reuse of and improper reliance on this document without
written authorization and adaptation by Kimley —Horn and Associates, Inc. shall be without liability to Kimley --Horn and
F Associates, Inc,
❑� � Kimley -Horn
� and Associates, Inc.
@ 2014 KIMLEY- --HORN AND ASSOCIATES, INC.
3001 WESTON PARKWAY, CARY, NC 27513
PHONE: [phone] FAX: [phone]
NC LICENSE #F --0102 it WW.KiMLEY-HORN.COM
21 +00 22 +00 23 +00 24 +00 25 +00 26 +00 27 +00 28 +00 29 +00 30 +00
KHA PROJECT
011274031
DATE
7 -9 -2014 REX SEWER U
SCALE 1 " = 100' PREPARED FOR
DESIGNED BY JRP REX HEALTHCARE, INC.
DRAWL BY JGB
CHECKED BY JRP SEAL:
31 +00 32 +00 33 +00
1���1111ittl1ll / ///
39115
/'''�!' t I P k�\\\\
34 +00 35 +00 36 +00 37 +00 38 +00 39 +00
OVERALL PLAN AND PROFILE
40 +00 41+00
SHEET NUMBER
3
OF
14
iU-) I
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. . . .
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N O
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M No. REVISIONS DATE BY
This document, together with the concepts and designs presented herein, as an instrument of servsce, is intended only
for the specific purpose and ctient for which it was prepared. Reuse of and improper reliance on this document without
written authorization and adaptation by Kimley —Horn and Associates, Inc. shall be without liability to Kimley --Horn and
F Associates, Inc,
❑� � Kimley -Horn
� and Associates, Inc.
@ 2014 KIMLEY- --HORN AND ASSOCIATES, INC.
3001 WESTON PARKWAY, CARY, NC 27513
PHONE: [phone] FAX: [phone]
NC LICENSE #F --0102 it WW.KiMLEY-HORN.COM
21 +00 22 +00 23 +00 24 +00 25 +00 26 +00 27 +00 28 +00 29 +00 30 +00
KHA PROJECT
011274031
DATE
7 -9 -2014 REX SEWER U
SCALE 1 " = 100' PREPARED FOR
DESIGNED BY JRP REX HEALTHCARE, INC.
DRAWL BY JGB
CHECKED BY JRP SEAL:
31 +00 32 +00 33 +00
1���1111ittl1ll / ///
39115
/'''�!' t I P k�\\\\
34 +00 35 +00 36 +00 37 +00 38 +00 39 +00
OVERALL PLAN AND PROFILE
40 +00 41+00
SHEET NUMBER
3
OF
14

SSMH
RIMS 335,01'
INV !,N(N)�327.21'
iNV 01,T�S)�326,21'
_0
0
CJ
_j
SSMH-24
ca 0�
iNV !N(W)=325,54
M tN(N)=- 325,134'
z
_j TEST HOLE #8-/
0- TOP OF WATERLINE= 329.44
3' -11" TO 10" DIP WATERLINE
TEST HOLE #5--/
TOP OF WATERLINE=329.66
3'-6" TO 12" DIP WATERLINE
TEST HOLE #61
L TOP OF GAS MAIN= 328.60
4'-6- TO 8- WRAPPEDI
STEEL GAS MAINZ
I
U,
0
0
350
L
N
-3
7
D
0
0
W
Y.
2`0
-U-�AUL
" 01
_4
(k�
/W
_1 0
"REOLT OVER AN G E
ELEV­33565'
NOTES:
4.1 5' CONCRETE SIDEWALK SHALL
BE REMOVED AND REPLACED IN
5 LF SECTIONS, WHERE
DAMAGED OR REMOVED DURING
CONSTRUCTION. CONCRETE
CURB AND GUTTER SHALL BE
PAVEMENT REPLACEMENT, TYP. REPLACE EXISTING REPLACED IN 10 LF SECTIONS,
SEE DETAIL 4" SANITARY SEWER WHERE DAMAGED OR REMOVED
RELOCATE 80 LF 8" A-
SERVICE, TYP. DURING CONSTRUCTION.
r,
J
DIP WATERLINE 0
REPLACE EXISTING 10" VCP SANITARY SSIOP, 9
SS-MH-23 SEWER WITH 15" SDR 35 PVC
R t'M 4 6 _5 7'
STA 10+00 TO STA 18+51
INV iN(N)=333�2V
j'NV 7 iNv 17
�,!ORE­',­T,� PAR ERR, LUC REPLACE EXISTING 8" VCP SANITARY
INV CLJT\�S)�312�/�9.57' _01
P!N; SEWER WITH 15" SDR 35 PVC p
. 182, PAGE 26_, 9
D K
STA 18+51 TO STA 23+25
'M UtE
REPLACE EXIS TING SANITARY
DISH
SEWER MANHOLES, TYP.
R -' :: ::_- .:':;; R ' o �°n .� °�° INSTALL 20 LF INTERLOCKING
/-25 LF CURB AND GUTTER SHEETING TO PROTECT
REMOVAL AND REPLACEMENT BUILDING FOUNDATION
'\"�SATEL.U_TE.
IX
Z�
25 LF 5 SIDEWALK REMOVAL TREE PROTECTION -\
AND REPLACEMENT FENCE, TYP,
TEMPORARY CONSTRUCTION PROPOSED TEMPORARY
J�
Z ENTRANCE, TYP. CONSTRUCTION EASEMENT--TYP
L I
SEE DETAIL 0257701R a.
TEST HOLE #2
TOP OF WATERLINE= 333.06 N, "IN -7 &
EXISTING CITY OF RALEIGH
3'-0" TO 8" DIP WATERLINE 20' SANITARY - SEWER- -'-'
B-9 SSMH-21 EASEMENT 51ENTREE COMBINATION SILT
'Rim=340,6T
1NV IN(N)�-33i.79' _ PROTECTION
FENCE. TYP.
0 HN;
LIMITS OF DISTURBANCE-/,
fi
SSNIH-22
R flM � 3 3"_1 r 2 7'
M flN(NW')=331_37'
iNiV I;N'(N) - 330,87'
I,NV OUT(S'VV)�330.77�
PLAN
1 "=40'
CrTY OF RALEIGH
Ilk
LM All Construction must be in accordance with all Local,
+ U State, and Federal Rules and Regulations.
0- TRANSPORTATION SERVICES
A-i ­1 PUBLIC UTILITIES
-542.7'
NV STORMWATER
H
`S��_5 ,
3247'
INV OUf� J
...... PLANNING
4,
ABANDONED 4"
ABANDONED 4" FIRE
S.EWE"ERM
STONE FILTER, TYP.
SEWER SERVICE URBAN FORESTRY
EST $� �R7 - _�..__. __ R
OF'GASH
% MA =334.22
2'-9- TO 4- WRAPPED/
STEEL GAS MAIN
ST HOLE #1 GRAPHIC SCALE IN FEET
TOP OF WATERLINE= 333.469. 0 20 40 80
FTS//DRAWINGS I
—6" TO 8" DIP WATERLINE
3' NOT FOR CONSTRUCTION I
350
10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50
KHA PROJECT
irnk., HV K n . 011274031 r
DATE
0
7-9-2014 REX SEWER UPGRADE � •;Q•��
and AssOclates, Inc.
n c0 2014 CI
KIMLEY-HORN AND ASSOCIATES, INC. SCALE ill = 40' PREPARED FOR 391
15
No. REVISION7 DESIGNED BY JRP
DATE BY 3001 WESTON PARKWAY, CARY, NC 27513 40. G I �k
REX HEALTHCARE, INC.
0 This document, together with the concepts end designs presented herein, as an instrument of service, is intended only PHONE: [phone] FAX: [phone] DRAWN BY JG8 x
VR P
for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without
written otithorization and adoptation by K�mley-Horn and Associat NC LICENSE #F-0102 WWW,KIMLEY-HORN.COM
Associotes, Inc. es, Inc, shall be without liability to Kimley-Horn and CHECKED BY JRP SEAL:
19+00 19+50 20+00 20+50 21+00
SEWER PLAN AND PROFILE
STA 10+00 TO STA 21+50
SHEET NUMBER
4
OF
14
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KHA PROJECT
irnk., HV K n . 011274031 r
DATE
0
7-9-2014 REX SEWER UPGRADE � •;Q•��
and AssOclates, Inc.
n c0 2014 CI
KIMLEY-HORN AND ASSOCIATES, INC. SCALE ill = 40' PREPARED FOR 391
15
No. REVISION7 DESIGNED BY JRP
DATE BY 3001 WESTON PARKWAY, CARY, NC 27513 40. G I �k
REX HEALTHCARE, INC.
0 This document, together with the concepts end designs presented herein, as an instrument of service, is intended only PHONE: [phone] FAX: [phone] DRAWN BY JG8 x
VR P
for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without
written otithorization and adoptation by K�mley-Horn and Associat NC LICENSE #F-0102 WWW,KIMLEY-HORN.COM
Associotes, Inc. es, Inc, shall be without liability to Kimley-Horn and CHECKED BY JRP SEAL:
19+00 19+50 20+00 20+50 21+00
SEWER PLAN AND PROFILE
STA 10+00 TO STA 21+50
SHEET NUMBER
4
OF
14

PROTECT EXISTING RETAIN N,� ; }
t STRUCTURE OR REP CE
NOTE 5.1 1
EXISTING 20' CITY OF RALEI
CLEARINI o`1lMITS, /
�} ; SANITARY SEWER EA MENT �
REPLACE EXISTING 8 VCP SANITARY TYPE
SEWER WITH 15" SDR 35 PVC
STA 18 +51 TO STA 23 +25
_, €:c`3 t '4i j $ t \5 € _ III. iai3;'- c • f. ,'.'.�j i
i A R d N - -i ._ _i;. .»...... i -f
'_r.1 r' � x.'.
o PIN; 0; 3 > .;? 3. u � °54 � 3E SCI
� .� ?� s ;. 58', AG'E 2 Q LF SILT
+ FENCE
lt
34 y�� — _ ; E '
Al P
48 LF SILT : i r [3 -4�
'b
FENCE �� - ' t ` y SSIMH-13
�f'\V �f«ryry/" l� ; ":� e pN .f ,` ` • jf ��
V 2t 1 �€ F - �� �'`'` X /°� .�"° .J j t' 1N(W)=351A-3' 444
� � � � , $p r / /'`✓"''\ >.� -•'% (. �t� ``%'✓ � x ` f '14 ( �,}E�i� Zq
°. "? } =- ✓ "/" :$ / A `."3 if'..' Z4✓"`v,� ! f i N F OUT? ? — w1 1 , Q � y L k
.�5 >SOLl OVER b FLAN. GE°
135 LF COMBINATIONS ,
!j> f✓
IN 04
k x, ' r fJ1
SILT FENCE /TREE E, E r .. � _.. NV MSSA 347.021'
PROTECTION FENCE ` "3 i `� PLAC - EXISTING SANITARY M OUT( )
` ' r- -- - SEWEfCMANHOLES, TYP. TEMPORARY CONSTRUCTION
ABANDONED 4 "r� 3
, C ! -�..
ENTRANCE, TYP.
SEWER SERVICE " -. % B -5 SEE DETAIL 0257701R�
�r.. r°�� ./ PIPE BURST EXISTING 8" VCP
Uj TEMPORARY LOGGING MAT WITH - s ! fir✓
` SANITARY SEWER 1
748 SF CLASS 2 RIPRAP FOR
INSTALL.. 12" DR -17 DIPS HDPE
i CHANNEL STABILIZATION °` STA 23 +25 TO STA 33+272______--'1
, � � � tom°
SEE NOTES 5.3, 5.4, AND 5.5 LIMITS OF DISTURBANCE 1
E ,w 1
,;' r ` PROPOSED TEMPORARY _. 94 SY ASPHALT ROADWAY_.
w _ ...
INV IN(N) =33 .73 � � f � � - "� � CONSTRUCTION EASEMENT, TYP. - � REMOVAL AND REPLACEMENT
Nv IN(SE)= 336.63' � � ssf,IH --La, STREAM A.
iNV M (SIN) =, 35.93'
SSMH -10
S INV iN(NE) =334.60' I RI1°s =374,43_/'
{. f✓a°° I� INIV OUT(S).--='3134 35' v €?:AL E '^', �.3 . "i'!L a
�1
INV 0U (S) _6 .27
TEST HOLE #3
- ' TOP OF POWER = 371.77
t 1 3' -2" fq 2" POWER
PLAN REPLACE EXISTING 4"
°
1"=40' SANITARY SEWER SERVICE, TYP.
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NOTES:
5.1 BEFORE BEGINNING CONSTRUCTION, CONTRACTOR SHALL CONTACT
PROPERTY OWNER TO COORDINATE TEMPORARY REMOVAL AND
REPLACEMENT OF FENCE AND PLAYGROUND EQUIPMENT, IF NEEDED.
5.2 5' CONCRETE SIDEWALK SHALL BE REMOVED AND REPLACED IN 5 LF
SECTIONS, WHERE DAMAGED OR REMOVED DURING CONSTRUCTION.
CONCRETE CURB AND GUTTER SHALL BE REPLACED IN 10 LF
SECTIONS, WHERE DAMAGED OR REMOVED DURING CONSTRUCTION.
5.3 CONTRACTOR SHALL NOT DISTURB AREA OUTSIDE THE PERMANENT
OR TEMPORARY EASEMENTS AT THE STREAM CROSSING LOCATION.
5.4 FOR STREAM CHANNEL STABILIZATION, INSTALL CLASS 2 RIP RAP
FROM TOP OF BANK TO TOP OF BANK.
5.5 UTILIZE LOGGING MATS FOR STREAM CROSSINGS DURING ALL
CONSTRUCTION, PROVIDE PERMANENT STREAM CHANNEL
STABILIZATION AFTER PIPE INSTALLATION.
_ N
REPLACE SIDEWALK DAMAGED
DURING CONSTRUCTION IN
REMOVE AND REPLACE 5 SIDEWALK ACCORDANCE WITH NOTE 5.2
AND CONCRETE CURB AND GUTTER,
' AS REQUIRED, IF INSTALLATION IS 159 LF SILT FENCE
VIA OPEN CUT EXCAVATION S, S�s;
SEE NOTE 5.2 RI; . 377 at{ ' 65 LF COMBINATION SILT
FENCE /TREE PROTECTION FENCE
,
t� t
DUKE ENERGY
POLE NO. 2YV40
`,� � �= i ,� '., ,✓ /.� � �, ,mss` �, � F a
{ ! C S lJ Z
F
Q
Z
r Y lh©
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-` INSTALL 20' INTERLOCKING r/ _
... SHEETING, IF INSTALLATION IS sa y;
i IM =3 6 4 -- W
VIA OPEN CUT EXCAVATION � , (
f;a iii yF, W
NV OUT(SE'­374.221
W
LLJ
CITY OF RALEIGH
All Construction must be in accordance with aif Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTIUTIES
STORMWATER
PLANNING
FIRE
URBAN FORESTRY
GRAPHIC SCALE IN FEET
O 20 40 80
FINAL DRAWINGS
NOT FOR CONSTRUCTION
REMOVE AND REPLACE 5' SIDEWALK
GP- 36..7.4:5' AND CONCRETE CURB AND GUTTER, x`
0'_(N - 360.35' AS REQUIRED, IF INSTALLATION IS
M O - r (Ej -3.u' VIA OPEN CUT EXCAVATION
°M
Q_ &MH -- -?2 SEE NOTE 5.2 ?.
LO
RIM 367 -5G' `£ `
M
lN
= v INONN ­M-8_20'
;NUJ iN(S)= 3613.95' �
$,IV OUT(E')=356,55'
--96 SY ASPHALT ROADWAY
REMOVAL. AND REPLACEMENT 8
�'
tr 1 N ( N 6 2 °des
£
TEST HOLE #4
©
TOP OF WATERLINE= 361.78
} 6' -0" TO 8" DIP WATERLINE
� CURB INLET ,
PROTECTION, TYP. ' , , " V 1 ,
NOTES:
5.1 BEFORE BEGINNING CONSTRUCTION, CONTRACTOR SHALL CONTACT
PROPERTY OWNER TO COORDINATE TEMPORARY REMOVAL AND
REPLACEMENT OF FENCE AND PLAYGROUND EQUIPMENT, IF NEEDED.
5.2 5' CONCRETE SIDEWALK SHALL BE REMOVED AND REPLACED IN 5 LF
SECTIONS, WHERE DAMAGED OR REMOVED DURING CONSTRUCTION.
CONCRETE CURB AND GUTTER SHALL BE REPLACED IN 10 LF
SECTIONS, WHERE DAMAGED OR REMOVED DURING CONSTRUCTION.
5.3 CONTRACTOR SHALL NOT DISTURB AREA OUTSIDE THE PERMANENT
OR TEMPORARY EASEMENTS AT THE STREAM CROSSING LOCATION.
5.4 FOR STREAM CHANNEL STABILIZATION, INSTALL CLASS 2 RIP RAP
FROM TOP OF BANK TO TOP OF BANK.
5.5 UTILIZE LOGGING MATS FOR STREAM CROSSINGS DURING ALL
CONSTRUCTION, PROVIDE PERMANENT STREAM CHANNEL
STABILIZATION AFTER PIPE INSTALLATION.
_ N
REPLACE SIDEWALK DAMAGED
DURING CONSTRUCTION IN
REMOVE AND REPLACE 5 SIDEWALK ACCORDANCE WITH NOTE 5.2
AND CONCRETE CURB AND GUTTER,
' AS REQUIRED, IF INSTALLATION IS 159 LF SILT FENCE
VIA OPEN CUT EXCAVATION S, S�s;
SEE NOTE 5.2 RI; . 377 at{ ' 65 LF COMBINATION SILT
FENCE /TREE PROTECTION FENCE
,
t� t
DUKE ENERGY
POLE NO. 2YV40
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{ ! C S lJ Z
F
Q
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-` INSTALL 20' INTERLOCKING r/ _
... SHEETING, IF INSTALLATION IS sa y;
i IM =3 6 4 -- W
VIA OPEN CUT EXCAVATION � , (
f;a iii yF, W
NV OUT(SE'­374.221
W
LLJ
CITY OF RALEIGH
All Construction must be in accordance with aif Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTIUTIES
STORMWATER
PLANNING
FIRE
URBAN FORESTRY
GRAPHIC SCALE IN FEET
O 20 40 80
FINAL DRAWINGS
NOT FOR CONSTRUCTION
22 +00 22 +50 23 +00 23 +50
y
a�
v
O
No. REVISIONS DATE BY
a This document, together with the concepts and designs presented herein, as an instrument of service, is intended only
for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without
written authorization and adaptation by Kimley —Horn and Associates, inc. shall be without liability to Kimley —Horn and
Associates, Inc.
24 +UU 24 +5U 25 +00 25 +50
Kimle '-'Horn
and Associates, Inc.
O 2014 KIMEY -HORN AND ASSOCIATES, INC.
3001 WESTON PARKWAY, CARY, NC 27513
PHONE: [phone] FAX: [phone]
NC LICENSE #F-0102 WWW. KIM LEY- HORN, COM
26 +00
KHA PROJECT
011274031
DATE
7 -9 -2014
SCALE 1 " = 40'
DESIGNED BY JRP
DRAWN BY JGB
CHECKED BY JRP
26 +50 27 +00 27 +50 28 +00 28 +50 29 +00 29 +50 30 +00
REX SEWER UPGRADE
PREPARED FOR
REX HEALTHCARE, INC,
SEAL:
30+50
Q..�. -_
39115 `.
��0� Pik-
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SHEET NUMBER
5
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No. REVISIONS DATE BY
a This document, together with the concepts and designs presented herein, as an instrument of service, is intended only
for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without
written authorization and adaptation by Kimley —Horn and Associates, inc. shall be without liability to Kimley —Horn and
Associates, Inc.
24 +UU 24 +5U 25 +00 25 +50
Kimle '-'Horn
and Associates, Inc.
O 2014 KIMEY -HORN AND ASSOCIATES, INC.
3001 WESTON PARKWAY, CARY, NC 27513
PHONE: [phone] FAX: [phone]
NC LICENSE #F-0102 WWW. KIM LEY- HORN, COM
26 +00
KHA PROJECT
011274031
DATE
7 -9 -2014
SCALE 1 " = 40'
DESIGNED BY JRP
DRAWN BY JGB
CHECKED BY JRP
26 +50 27 +00 27 +50 28 +00 28 +50 29 +00 29 +50 30 +00
REX SEWER UPGRADE
PREPARED FOR
REX HEALTHCARE, INC,
SEAL:
30+50
Q..�. -_
39115 `.
��0� Pik-
pF��'��.\,.,
31 +00 31 +50 32 +00 32 +50 33 +00
SEWER PLAN AND PROFILE
STA 21 +50 TO STA 33 +50
SHEET NUMBER
5
OF
14

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REMOVE AND REPLACE
CONCRETE STAIRS AND ' "� ° INSTALL 53 LF
WOOD RAILING INTI RILOCKING- SHEETING
127 SY ASPHALT PARKING LOT u ` __ DUKE - ENE -RGY- -
- POLE NO. LOE43—
REMOVAL AND REPLACEMENT - -- - - -
74- SY ASPHALT PARING LOT
TEMPORARY CONSTRUCTION REMOVAL -AND.. -REPACEMENT-
ENTRANCE, TYP - -
SEE -DETAIL 0257701R
PROPOSED - ,TEMPORARY
CONSTRUCTION EASEMENT;- TYP.
- -STA 38 +69 TO STA 41+03\ 3'
TEMPORAR7 LOGGING MAT WITH4 ;v
576 SF CLASS 1 RIP RAP F ' I-
CHANNEL- STABfL.IZATION, 'V
SITE NOXS' 6.3, 6.4, AND 6 5 ; j.
PLAN
1"=400
r'Y
F�NL DRAT
NOTES:
6.1 5' CONCRETE SIDEWALK SHALL BE REMOVED AND
REPLACED IN 5 LF SECTIONS, WHERE DAMAGED
OR REMOVED DURING CONSTRUCTION. CONCRETE
CURB AND GUTTER SHALL BE REPLACED IN 10 LF
SECTIONS, WHERE DAMAGED OR REMOVED DURING
CONSTRUCTION.
6.2 DUKE ENERGY AND AT&T UTILITIES WILL BE
RELOCATED OUTSIDE THE SEWER EASEMENT PRIOR
TO CONSTRUCTION.
6.3 CONTRACTOR SHALL NOT DISTURB AREA OUTSIDE
THE PERMANENT OR TEMPORARY EASEMENTS AT
THE STREAM CROSSING LOCATION.
6.4 FOR STREAM CHANNEL STABILIZATION, INSTALL
CLASS 1 RIP RAP FROM TOP OF BANK TO TOP OF
BANK.
6.5 UTILIZE LOGGING MATS FOR STREAM CROSSINGS
DURING ALL CONSTRUCTION, PROVIDE PERMANENT
STREAM CHANNEL STABILIZATION AFTER PIPE
INSTALLATION.
CITY OF RALEIGH
All Construction must be in accordance with all Local,
State, and Federal Ruies and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PI _ANNING
FIRE
URBAN FORESTRY
GRAPHIC SCALE IN FEET
0 20 40 80
64 +UU 154 +50 3b +00 55 +50 36 +00 36 +50 37 +00 37 +50
0
No. REVISIONS DATE BY
n
0 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only
for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without
written authorization and adaptation by Kimley --Horn and Associates, Inc, shall be without liabkity.to Kimley —Horn and
L Associates, Inc.
Kimley-Horn
and Associates, Inc,
O 2014 KIMLEY -HORN AND ASSOCIATES, INC.
3001 WESTON PARKWAY, CARY, NC 27513
PHONE: [phone] FAX. 919 -677 -- --2050
NC LICENSE #F -0102 WWW. KIM LEY- HORN, COM
38 +00
KHA PROJECT
011274031
DATE
7 -9 -2014
SCALE 1 " = 40'
DESIGNED BY JRP
DRAWN BY JGB
CHECKED BY JRP
38 +50 39 +00 39 +50 40 +00 40 +50 41+00
REX SEWER UPGRADE
PREPARED FOR
REX HEALTHCARE, INC.
41 +50 42 +00 42 +50
SEAL:
391158 WIVE
•�
i1t1llllt
43 +00 43 +50 44 +00 44 +50 45 +00
SEWER PLAN AND PROFILE
STA 33 +50 TO STA 41 +03
SHEET NUMBER
6
OF
14
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No. REVISIONS DATE BY
n
0 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only
for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without
written authorization and adaptation by Kimley --Horn and Associates, Inc, shall be without liabkity.to Kimley —Horn and
L Associates, Inc.
Kimley-Horn
and Associates, Inc,
O 2014 KIMLEY -HORN AND ASSOCIATES, INC.
3001 WESTON PARKWAY, CARY, NC 27513
PHONE: [phone] FAX. 919 -677 -- --2050
NC LICENSE #F -0102 WWW. KIM LEY- HORN, COM
38 +00
KHA PROJECT
011274031
DATE
7 -9 -2014
SCALE 1 " = 40'
DESIGNED BY JRP
DRAWN BY JGB
CHECKED BY JRP
38 +50 39 +00 39 +50 40 +00 40 +50 41+00
REX SEWER UPGRADE
PREPARED FOR
REX HEALTHCARE, INC.
41 +50 42 +00 42 +50
SEAL:
391158 WIVE
•�
i1t1llllt
43 +00 43 +50 44 +00 44 +50 45 +00
SEWER PLAN AND PROFILE
STA 33 +50 TO STA 41 +03
SHEET NUMBER
6
OF
14

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-n -'. >'� -4::�• SECTION E3-8
f*xs:
PWE FOR M5•DE DROP &PL K SOR 3S PVC 0WORMMG TO ASI:F
SPECiFIGT" 03034, _
5TA.10AK;? 2. F107TDUP of ewe TO R T tartECTt� Du EX.`STtHC S.HETF.
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C UIEL
F �T£ STRAPS AT PiPe�9eU TD MD A90YE ULi GF 9C,- OEND AS
S11MW ADD EXTRA 5MAPS AS NECr5'WM TO "NTAt LWCMM
_ SPA{9NL OF TEN FEET,
CT: II"IIn NOt b, HM W WMOtE WAU TO Ir MADE W(R€ A tOkP4 k%CN6NE< tKSTALJ
'Ci kXi:::E€? ' . P1 ?� 5P I�GLiI3E i,E.tn�xLOt1T r'EP.�'Rt i a iY€iTl F'la %> FLEx-*LE RUBM CouPU?G'
' E. CORE ROF.E SHALL NOT ENTr.0 CONIF SECT*R
Q 7. STEPS aWl SE REL.00ATER W THEY CONP(JU NTTN MME DROP.
5ECTION
PPPECA51 C0MC,'RM- `.zi'ACE -R c'
0
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5TANDAiRD MANHOLE FRAME AND COVER LATERAL SADDLE IN5TALATION SECTION A -A
DETAIL WTITNJN PAVED 5URfACE5 DETAIL FOR PVC PIPE
�" CLEANOUT PLUG INSIDE L�izOP MANI�IOLE
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to 1 T5< LC f.DA.
O -i °U NIU5T 5e f1LD ). J rs fEG I _, ONfi5tfDD14G AND
> 01 DAMN- WJJt CVr R F
A 3. TAl-b 5�4 OR S ACCORDING ' C IFI L 1 A T i 2F AJ . x fir'
r-n > < Re r- rn -
c>
CITY OF "M LEIGH
n U 8', I C" OR - F NG PU Pi: [ � i
PIPE,
q :Ab7i` O;? L, =Y If! G-` R }if BEt:U �, • i_ "< t2" f' YRIGC GL"r"nC`a�::9Li
a �tDF Ifi, Cs All Construction must be in accordance with all Local,
v tTt -':T F�:.:�:rz?✓nT�Riv.
State, and Federal Rules and Regulations.
' Tp to n c .• .. e C� U
. TRANSPORTATION SERVICES
� 0ED iIYrNF OVF tX €5TNG PiIt IROP J5F - LINLUNC)f�LXSTING f?i
4S 5E4sreK eAR��- k a aff UDF Z SF rr
PUBLIC UTILITIES
+AC?:iLt (CLA55 €!, 111. OR Vv
STOR
M1AT
ER
MAIN F� e aA DL[ Tt.�Tn�ATI�
Dm xA?t5, s:[ �TAu ©ARD C v NATiCN WTE PLANNING
p
K>Nt PI CT) FINAL DRAWINGS FIRE
NOT FOR CONSTRUCTION URBAN FORESTRY
YHA PROJECT
n Kimley-Horn 011274031 SHEET NUMBER
and Associates Inc. 7- 9-2014 REX SEWER UPGRADE
PA
CORPUD SANITARY SEWER
O 2014 KIMLEY -HORN AND ASSOCIATES, INC.
SCALE N/A PREPARED FOR
No. REVISIONS DATE BY 3001 WESTC3N PARKWAY, CARY, NC 27513 DESIGNED BY JRP REX HEALTHCARE INC. STANDARD DETAILS of
o This document, together with the concepts and designs presented herein, as an instrument of service, is intended only PHONE: 919 - 677 -2000 FAX: 919-- 677 -2050 DRAWN BY JCB
for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without
written authorization and adaptation by Kirniey --Horn and Associates, Inc. shall be without liability to Kimley -Horn and NO LICENSE 0102 WWW.KIMLEY- HORN.COM
° Associates, Inc. CHECKED BY JRP SEAL: 14
L

1/2 S 1/2 S 2.5" ASPHALT CONCRETE SURFACE TYPE 1/2 S
59.58 (AT A RATE OF 168 LBS /SY)
30" ASPHALT CONCRETE INTERMEDIATE 1 -o"
) COURSE TYPE B25.OB
(MIN)
(MIN (aT AN AVERAGE RATE OF 285 LBS /SY) (MIN)
`
8A AGGREGATE BASE COURSE / _ W
3� TRENCH % NfIDTH \ BITUMINOUS TACK COAT
z,
UPPER 12" OF SUBGRADE TO \
Q BE COMPACTED TO 98% OF
MAX. DENSITY AS PRESCRIBED ASPHALT PAVEMENTS
MA STANDARD PROCTOR. / TYPE S9.5B SURFACE COURSE PER NCDOT SPECIFICATION
BY c COMPACTED TYPE 825.013 INTERMEDIATE COURSE PER NCDOT SPECIFICATION
BACKF€LL
Q
Z
Q
E-
TYPICAL PAVEMENT REPLACEMENT
fl
Z
02513048
7,02 Maintenance and J
La
U
Restoration
All grassed and natural areas (including shoulders of roads) disturbed during the course of the work shall be
reseeded. The topsoil sholl be replaced and raked to an even grade with all stones, and debris removed.
All gross, fertilizer and mulch applications shall be furnished and placed in accordance with City of Raleigh
6 specifications as follows-
d 1. Materials;
(a) Seed: All seed used shall be labeled in accordance with U.S. Department of Agriculture Rules and
Regulations Linder the Federal Seed Act currently in effect. All seed shall be furnished in scaled standard
v containers, unless exception is granted by the Engineer. Seed that has become wet, moldy, or otherwise
C
damaged in transit or in storage will not be acceptable.
u:
0
SCHEDULE OF SEED MIX
0
X Kind of Seed Percent of Mix
Q Bermuda Grass 35%
L
Centipede Gross 10%
_ Creeping Red Fescue 30%
Winter Rye (Grain) 25%
Guaranteed Germination not less than 85%
Guaranteed Purity not less than 96%
CD Note: The total percentage by weight of moterial other than gross seed in the above mixes shall not
exceed 5 percent. This material shall include all non-viable seed, chaff, hulls, live matter, and weed seed.
(b) Fertilizer shall be 8 -8 -8 Commercial grade uniform in composition, free - flowing and suitable for application
with approved equipment, delivered to the site in bogs or other convenient containers, each fully labeled;
conforming to the fertilizer lows of the State of North Carolina and bearing the name, trade name, or trade
mark and warranty of the producer.
(c) Lime shall be ground limestone, not less than 85% of total carbonates, and shall be ground that at least
50% will pass through a 100 mesh sieve, and at least 90% will pass through a 20 mesh sieve.
DO 2. Application
d
(a) Application of Fertilizer: Fertilizer shall be distributed uniformly at the rate of 4 pounds per 100 square
feet over the areas to be seeded, and sholl be incorporated into the soil to a depth of at least 2 inches.
d (b) Application of lime: Lime shall be distributed uniformly at a rate of 10 pounds per 100 square feet over
the areas to be seeded, and incorporate into the soil along with the fertilizer to a depth of 2 inches.
v
(c) Broadcast Seeding: Seed, if broadcast, shall be distributed by use of mechanical hand - operated sowing
equipment at the rate of 6 pounds of specified seed mix per 1000 square feet. The seed shall be uniformly
distributed over the designated areas. Broadcast seeding shall not be done during windy weather. Seed shall
5 be covered to a depth not to exceed 1/8 inch.
A 3. Maintenance and Growth: The Contractor will maintain, repair, replace where washouts occur, and water until a
uniform growth of 2 inches or higher is generally uniform on planted areas.
Seeded areas that fail to establish a vigorous stand of gross adequate to restrain accelerated erosion shall be
reseeded at the Contractors expense. The Contractor shall not be eligible for Final Payment until a vigorous stand
Y of grass has been established for all disturbed areas.
Good Stand of Gross
z
J) The Contractor is hereby advised that the City will hold the normal ten percent (107.) retainage of the contract
n amount until such time as a good stand of grass as approved by the engineer is obtained. In this regard, the
Contractor is encouraged to fertilize and seed the denuded area as each stretch of sewer nears completion. A
good stand of gross shop be defined uniform growth of grass at least two (2) inches in height.
Areas to be Mulched
_I
Where directed by the Engineer, the Contractor shall mulch the plaza areas. Where mulching has been directed,
the Contractor shall double the rate of application of seed specified above. The mulch shall be hay mulch tacked
lightly with asphalt cement to prevent displacement. All cost associated with the mulching, including the additional
seeding, hay, asphalt cement, etc., shall be included in the price bid per square yard for mulching in the
proposal.
a
Unpaved Roads and Driveways
On all unpaved roads and driveways, the Contractor shall strip and stockpile the existing crushed stone base.
After construction, the Contractor shall restore the crushed stone base to its original condition. Additional
crushed stone shall be provided by the Contractor at his expense if a suitable surface cannot be established. The
cost for performing this work shall be considered incidental to the project and no additional payment will be
mode.
n
Y
n
N
a�
su
n
No. REVISIONS DATE BY
a This document, together with the concepts and designs presented herein, as an instrument of service, is intended only
Gilfor the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without
written authorization and adaptation by Kimley -Horn and Associates, Inc. shall be without liability to K €Tnley -Horn and
Associates, Inc.
8" AGGREGATE BASE COURSE
UPPER 12" OF SUBGRADE TO
BE COMPACTED TO 98%
STANDARD PROCTOR.
01,
1/2 S
W
TRENCH WIDTH
ZCOMPACTED
BACtCFILL 7
2.5" ASPHALT CONCRETE SURFACE TYPE
S9.58 (AT A RATE OF 225 LBS /SY)
1' -0"
(MIN)
�-- BITUMINOUS TACK COAT
ASPHALT PAVEMENTS
TYPE 59.58 SURFACE COURSE PER NCDOT SPECIFICATION
TYPICAL ASPHALT DRIVEWAY /PARKING LOT REPLACEMENT
0251305
TRENCH EXCAVATION
LIMITS
DEPTH
OF
CUT
WIDTH OF:
S
MAXIMUM PAVEMENT
REPLACEMENT WIDTH
0 -4'
4`
6'
>4-6'
6'
8
>6 -8'
6'
10
>8 -10'
61.
14
>10 -12'
6`
14
>12 -14'
6'
14'
>14 -16'
6'
14'
>16 -18'
61 :
14'
W = TRENCH WIDTH AT BOTTOM OF
PIPE. TRENCH SIDE SLOPES SHALL
BE IN ACCORDANCE WITH OSHA
REQUIREMENTS.
� I
M"
N
PROPOSED PIPELINE OVER EXIST PIPE
Ki ler -Horn
and Associates, Inc.
O 2014 KIMEY- -MORN AND ASSOCIATES, INC.
3001 WESTON PARKWAY, CARY, NC 27513
PHONE: [phone] FAX: [phone]
NC LICENSE #F -0102 WWW.KIMLEY- HORN.COM
022211 OR
NOTE: NO ENCASEMENT REQUIRED FOR
SPACE GREATER THAN 12'
FLOWABLE FILL 6° 1 PIPE 1 6
FULL TRENCH WIDTH O.D.
(SEE NOTE 26.1)
PROPOSED:
PIPELINE
6" MIN
12" MAX
VMOI r PROPOSED
PIPE L PIPELINE
1" THICK COMPRESSIBLE
JOINT FILLER MATERIAL
0222118
6" MIN
12" MAX
PROPOSED PIPELINE UNDER EXIST PIPE
A r DETECTABLE NAMING OCM S
PC" PEDESTRAW E DE ESS CIS ' L
CROSSWALK LEE PEDESTRIAN CROSSWALK
W MNUM
SIDEWALK ACCESS RAMP
8.5'(UNLESS OTHERWISE SPECIFIED) DEPRESSED CURD
r DETECTABLE STANDARD r 6•
4, AIAAgK� aOpe
T �.:
SIDEWALK ACCESS RAAWa 2.'v' -; .•.•`•r;�:\
SECTION 'A-A' \ 4' CONCRETE
FO1MATION
FOR ALL PUBLIC STREET TIE -INS
12' SLOPE 12:1 MAX (5'-4' MIN.)
DEPRESSED CLfftB
5' SIDEWALK
Y DETECTABLE SFAtIF3AR0 r- 6•
rI+�� q ND pplE� CURS E afrTER
'A
EXPANSION JOW
�• eDNCRerE
FOMATM
SECTION 'B -B'
FOR RAMPS AT ASPHALT TO ASPHALT STREET TYPE DRIVEWAYS
OR PRIVATE STREET TIE IN
SHEET 2 OF 5
NOTES:
I. DETECTABLE WARNING DOMES SHALL COVER 2' -D' LENGTH AND FULL
WIDTH OF THE RAMP FLOOR AS SHOWN ON DETAIL. MINIMUM SIZE
OF PAVER SHALL BE P X 1.
?. OBTAIN 707 CONTRAST VISIBILITY WITH ADJOINING SURFACE , EITHER
LIGHT ON DARK , OR DARK ON LIGHT SEQUENCE COVERING THE
DETECTABLE WARNING AREA.
SLOPES FOR VARIABLE SUPER ELEVATION RATE
FOR STANDARD 2' -6' CURB AND GUTTER
f�._- 07 03
`- X02- 02 oe o4
.02, X04
03 01 09 05
Ex.04 x.00 (O .06
'- x.05 L
06 .0z
_ €zos
x.02
.09
24'
• 3. R 4' starssi tom•
6- T7'
l-
l8'
1. 30' CURB & GUTTER 2. 30' VALLEY TYPE GUTTER
NOTES:
L 10' MAXIMUM BETWEEN CONSTRUCTION JOINTS.
15' MAXIMUM BETWEEN CONSTRUCTION JOINTS
ON MACHINE POURS.
2. 112' EXPANSION JOINT EVERY 90',
3. 3000 PSI CONCRETE MINIMUM, 4' SLUMP MAXIMUM.
4. LIQUID MEMBRANE CURING COMPOUND SHALL MEET
THE REQUIREMENTS OF SECTION 1026 -2 OF NCDOT
STANDARDS & SPECIFICATIONS FOR ROADS AND SHEET I OF 2
STRUCTURES.
5. ALL CONSTRUCTION .JOINTS SHALL BE FILLED CITY OF RALEIGH
WITH JOINT FILLER AND SEALER IN ACCORDANCE PUBLIC WORKS DEPARTMENT
WITH NCDOT ROADWAY STANDARD DETAIL 846.01.
THE JOINT MATERIAL SHALL CONFORM TO SECTION REVISIONS DATE: 71-31oo DRASW s
1028 -2 OF NCDOT'S STANDARD SPECIFICATIONS FOR CURB TJ
ROADS AND STRUCTURES.
15AV,04
7 WOP AND
6. ABC STONE REQUIRED UNDER ALL CURB 8 GUTTER, s�vOT ,ITT GUTTERS
G
NOTES:
8.1 CONCRETE THRUST BLOCKS, ARCH /ENCASEMENTS
ETC. SHALL BE FORMED USING PLYWOOD OR SAND
BAGS, TO PROVIDE REQUIRED SHAPE.
VARIABLE SLOPE
NOT TO EXCEED
- /_Rd
1 6'-0' I 4-O' WL i
STANDARD Ctm
CURB
s'-D•
SIDEWALK
STA14BARU CL9?8
4'
STAIDARD 7mi
ALB
SECTION 'C -C'
DOUBLE ACCESS RAMP
VA)MBLE SLOPE
NOT TO EXCEED
iW
6'-0" l 4'-O' ILL 1
VAR SLOPES Nor
TO EXCEED IY,!
SWWALK ACCESS RUF
r DETECTABLE
WARMW DOMES
CIW
ISOMETRIC VIEW
FINAL DRAWINGS
NOT FOR CONSTRUCTION
BACK Of
SIDEWALK
FOP OF
Dm
BACK OF SDEWALK
6" TOP OF CIM
DUTTER
L
RAMP WIDTH AREA VARIABLE
BASE DIAWT €R
0.45' R TO 0.70' R
O O f•) 0 O TOP DIAMETER OF NO
0 0 0 0 0 0 LESS THAN 507 TO
o NO MORE THAN 65X
N O O Q O G•i OF THE BASE
DIAMETER
0.65' 1.6' TO
0.91 TO MIN
2' rt+�rs.++i.• ,�. '.r�fi PRECAST CLASS •B'
DETECTABLE WARNING CONMTE
DOMES
NOTE:
ALTERNATE MATERIAL MAY BE USED PROVIDED THE
PRODUCT HAS BEEN APPROVED BY THE CITY AND
THE MANUFACTURER'S INSTALLATION REOLIWEWENTS
ARE MET.
SHEET 3 OF 5
CITY OF RALEIGH
All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING
FIRE
URBAN FORESTRY
KHA PROJECT
011274031 �,>IA,�,,� SKEET NUMBER
DATE REX SEWER UPGRADE
��`�0.4pF�.SSIQ' � �q'
7 -9 -2014 = MISCELLANEOUS STANDARD 8
SCALE N/A PREPARED FOR
391 5 Mitt
DESIGNER? BY JRP REX HEALTHCARE, INC. ",,�••F�����:��: ��, DETAILS OF
pp P t�
DRAWN BY JGB �����y�fffld
CHECKED BY JRP SEAL: 14
SEE NOTE 03 ON
SIDEWALK ACCESS RAMP
A SHEET 4 of 4
DUMMY JOINT t o•
DUMMY JOINT
0ii
5' SIDEWALK
L
112' EXPANSION JOINT
D
D GRASS STRIP C1
O '
BACK OF aRB
k
FACE OF CLM 'i E- +"�? -'-�� •�••
A r DETECTABLE NAMING OCM S
PC" PEDESTRAW E DE ESS CIS ' L
CROSSWALK LEE PEDESTRIAN CROSSWALK
W MNUM
SIDEWALK ACCESS RAMP
8.5'(UNLESS OTHERWISE SPECIFIED) DEPRESSED CURD
r DETECTABLE STANDARD r 6•
4, AIAAgK� aOpe
T �.:
SIDEWALK ACCESS RAAWa 2.'v' -; .•.•`•r;�:\
SECTION 'A-A' \ 4' CONCRETE
FO1MATION
FOR ALL PUBLIC STREET TIE -INS
12' SLOPE 12:1 MAX (5'-4' MIN.)
DEPRESSED CLfftB
5' SIDEWALK
Y DETECTABLE SFAtIF3AR0 r- 6•
rI+�� q ND pplE� CURS E afrTER
'A
EXPANSION JOW
�• eDNCRerE
FOMATM
SECTION 'B -B'
FOR RAMPS AT ASPHALT TO ASPHALT STREET TYPE DRIVEWAYS
OR PRIVATE STREET TIE IN
SHEET 2 OF 5
NOTES:
I. DETECTABLE WARNING DOMES SHALL COVER 2' -D' LENGTH AND FULL
WIDTH OF THE RAMP FLOOR AS SHOWN ON DETAIL. MINIMUM SIZE
OF PAVER SHALL BE P X 1.
?. OBTAIN 707 CONTRAST VISIBILITY WITH ADJOINING SURFACE , EITHER
LIGHT ON DARK , OR DARK ON LIGHT SEQUENCE COVERING THE
DETECTABLE WARNING AREA.
SLOPES FOR VARIABLE SUPER ELEVATION RATE
FOR STANDARD 2' -6' CURB AND GUTTER
f�._- 07 03
`- X02- 02 oe o4
.02, X04
03 01 09 05
Ex.04 x.00 (O .06
'- x.05 L
06 .0z
_ €zos
x.02
.09
24'
• 3. R 4' starssi tom•
6- T7'
l-
l8'
1. 30' CURB & GUTTER 2. 30' VALLEY TYPE GUTTER
NOTES:
L 10' MAXIMUM BETWEEN CONSTRUCTION JOINTS.
15' MAXIMUM BETWEEN CONSTRUCTION JOINTS
ON MACHINE POURS.
2. 112' EXPANSION JOINT EVERY 90',
3. 3000 PSI CONCRETE MINIMUM, 4' SLUMP MAXIMUM.
4. LIQUID MEMBRANE CURING COMPOUND SHALL MEET
THE REQUIREMENTS OF SECTION 1026 -2 OF NCDOT
STANDARDS & SPECIFICATIONS FOR ROADS AND SHEET I OF 2
STRUCTURES.
5. ALL CONSTRUCTION .JOINTS SHALL BE FILLED CITY OF RALEIGH
WITH JOINT FILLER AND SEALER IN ACCORDANCE PUBLIC WORKS DEPARTMENT
WITH NCDOT ROADWAY STANDARD DETAIL 846.01.
THE JOINT MATERIAL SHALL CONFORM TO SECTION REVISIONS DATE: 71-31oo DRASW s
1028 -2 OF NCDOT'S STANDARD SPECIFICATIONS FOR CURB TJ
ROADS AND STRUCTURES.
15AV,04
7 WOP AND
6. ABC STONE REQUIRED UNDER ALL CURB 8 GUTTER, s�vOT ,ITT GUTTERS
G
NOTES:
8.1 CONCRETE THRUST BLOCKS, ARCH /ENCASEMENTS
ETC. SHALL BE FORMED USING PLYWOOD OR SAND
BAGS, TO PROVIDE REQUIRED SHAPE.
VARIABLE SLOPE
NOT TO EXCEED
- /_Rd
1 6'-0' I 4-O' WL i
STANDARD Ctm
CURB
s'-D•
SIDEWALK
STA14BARU CL9?8
4'
STAIDARD 7mi
ALB
SECTION 'C -C'
DOUBLE ACCESS RAMP
VA)MBLE SLOPE
NOT TO EXCEED
iW
6'-0" l 4'-O' ILL 1
VAR SLOPES Nor
TO EXCEED IY,!
SWWALK ACCESS RUF
r DETECTABLE
WARMW DOMES
CIW
ISOMETRIC VIEW
FINAL DRAWINGS
NOT FOR CONSTRUCTION
BACK Of
SIDEWALK
FOP OF
Dm
BACK OF SDEWALK
6" TOP OF CIM
DUTTER
L
RAMP WIDTH AREA VARIABLE
BASE DIAWT €R
0.45' R TO 0.70' R
O O f•) 0 O TOP DIAMETER OF NO
0 0 0 0 0 0 LESS THAN 507 TO
o NO MORE THAN 65X
N O O Q O G•i OF THE BASE
DIAMETER
0.65' 1.6' TO
0.91 TO MIN
2' rt+�rs.++i.• ,�. '.r�fi PRECAST CLASS •B'
DETECTABLE WARNING CONMTE
DOMES
NOTE:
ALTERNATE MATERIAL MAY BE USED PROVIDED THE
PRODUCT HAS BEEN APPROVED BY THE CITY AND
THE MANUFACTURER'S INSTALLATION REOLIWEWENTS
ARE MET.
SHEET 3 OF 5
CITY OF RALEIGH
All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING
FIRE
URBAN FORESTRY
KHA PROJECT
011274031 �,>IA,�,,� SKEET NUMBER
DATE REX SEWER UPGRADE
��`�0.4pF�.SSIQ' � �q'
7 -9 -2014 = MISCELLANEOUS STANDARD 8
SCALE N/A PREPARED FOR
391 5 Mitt
DESIGNER? BY JRP REX HEALTHCARE, INC. ",,�••F�����:��: ��, DETAILS OF
pp P t�
DRAWN BY JGB �����y�fffld
CHECKED BY JRP SEAL: 14

EROSION AND SEDIMENTATION CONTROL NOTES
STEEL POST STEEL POST I. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO
TOP STRAND CONSTRUCTION IN ACCORDANCE WITH THE. NORTH CAROLINA
SEDIMENTATION POLLUTION CONTROL ACT OF 1973, THE LOCAL
JURISDICTIONAL AGENCY, THE APPROVED EROSION CONTROL
STAY WIRES CROSS BRACtNG
PERMIT, AND THESE PLANS AND SPECIF €CATIONS.
A 2. THE CONTRACTOR SHALL KEEP A COPY OF THE APPROVED
EROSION AND SEDIMENTATION CONTROL PLAN ON SITE WHENEVER
��� i
/7/, \ ANY LAND DISTURBING ACTIVITY IS IN PROGRESS.
GALV WIRE FABRIC 1/2" MESH \
AND FILTER FABRIC. v HARDWARE CLOTH 3. SUFFICIENT EROSION CONTROL MEASURES SHALL BE INSTALLED
BURY TOE OF FILTER z rr z / \
Of ¢ z z / AND MAINTAINED TO RETAIN SEDIMENT WITHIN THE BOUNDARIES OF
FABRIC A MIN OF 8" 1 II SHEETING
Q M / \ THE SITE. THE BOUNDARIES FOR THIS PROJECT ARE THE
Uj #5 WASHED STONE a % RIGHT -OF -WAY AND EASEMENT LIMITS.
BOTTOM STRAND .
`�` `/ \ 4, THE LOCATION OF SOME EROSION CONTROL MEASURES MAY HAVE
TO BE ALTERED FROM THE LOCATIONS SHOWN ON THE PLANS IF
GRADE LINE DRAINAGE PATTERNS DURING CONSTRUCTION ARE DIFFERENT FROM
GRADE LINE THE FINAL PROPOSED DRAINAGE PATTERNS. IT IS THE
RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE EROSION
\ \ '� � \ \ \ \ . \ z CONTROL FOR ALL QRAENAGE PATTERNS CREATED AT VARIOUS
\� \ \\ \ \\ �\ \ \� \� STAGES OF CONSTRUCTION. ADDITIONAL EROSION CONTROL
/�`! ° s{{E© MEASURES SHALL BE INSTALLED AS DIRECTED BY THE ENGINEER
N /• \ /•� /•� /• /\ /•� o z• +NASf(}� OR LOCAL JURISDICTIONAL INSPECTOR. ANY DIFFICULTY IN
CONTROLLING EROSION CONTROL DURING ANY PHASE OF
NOTE: CONSTRUCTION SHALL BE REPORTED TO THE ENGINEER
10 FEET MINIMUM
IMMEDIATELY.
T -0" MAX g° LENGTH TEMPORARY GRAVEL CONSTRUCTION , MIN-- O 5. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED IN
MIN 3` -0" MAX ENTRANCE / EXIT 40 �ft R PROPER WORKING ORDER THROUGHOUT CONSTRUCTION UNTIL ALL
ELEVATION SECTION , 0 o 5 HAS BEEN ESTABLISHED. STABILIZED AND PERMANENT VEGETATION
ELEVATION SECTION 027701 R 1�a���� ,s
SILT FENCE SILT FENCE NOTES: P I 6. ALL EROSION CONTROL PRACTICES SHALL BE INSPECTED WEEKLY
STONE FILTER STONE FILTER 1, A STABILIZED ENTRANCE PAD OF 2 -3" WASHED STONE MALL BE LOCATED WHERE 1� TYPICAL SHEETING
NOTE: 022700 � AND AFTER EVERY RUNOFF PRODUCING RAINFALL EVENT, BUT IN
C� TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET. 2 € 1 NO CASE LESS THAN ONCE EVERY WEEK. REPAIRS SHALL BE MADE
1. EXTRA STRENGTH FILTER FABRIC (AS APPROVED BY ENGINEER] WIT14 FILTERTABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION 022212 i IMMEDIATELY.
6'--0" POST SPACING DOES NOT REQUIRE MESH SUPPORT FENCE. ENTRANCE.
2. FILTER FABRIC SHALL BE WIRED DIRECTLY TO POST. 714E EWRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF 7. SEDIMENT SHALL BE REMOVED FROM BEHIND SEDIMENT FENCE
SEDIMENT ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING TO WHEN IT BECOMES 6 INCHES DEEP AT THE FENCE. THE FENCING
0227000 TRAP SEDIMENT. WILL BE REPAIRED AS NECESSARY TO PROVIDE A SUFFICIENT
�J ANY S9DIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED BARRIER.
IMMEDIATELY.
° UPSTREAM END OF STORM DRAIN MAINTENANCE REQUIREMENTS PER SECTION 6.05 OF NCDENR'S EROSION AND SEDIMENT CONTROL PLANNING 8. SEDIMENT TRAPS AND ROCK CHECK DAMS SHALL BE CLEANED OUT
j TRENCH AND DESIGN. PROVIDE HIGH STRENGTH WHEN THE STORAGE CAPACITY HAS BEEN APPROXIMATELY 50%
Q 3/4" EXTERIOR PLYWOOD DOUBLE STITCHED J FILLED. CLASS 57 STONE WILL BE CLEANED OR REPLACED WHEN
1/3 PIPE DIAMETER TYPE SEAMS SEWN IN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY.
SPOUT 9, ALL DRAINAGE STPALES MUST BE GRASSED AND RIP -RAP MUST BE
o
NCNOT/NCDENR APPROVED SILT HIGH STRENGTH
PLACED AS REQUIRED TO CONTROL EROSION.
�
r SOCK DEVICE ALTERNATIVE FOR OVERFLOW
z OPEN THROAT INLETS HOLDING HOSE 1 O, ALL SEEDED AREAS WILL BE REFERTILIZED, RESEEDED, AND
MULCHED AS NECESSARY ACCORDING TO THE PLANS AND
U HEAVY DUTY IN PLACE SPECIFICATIONS TO ESTABLISH AND MAINTAIN DENSE VEGETATION,
CURB INLET DIRTBAG 55 WATER FLOW
z V)
o OR EQUAL FROM PUMP 11. THE DISTURBED AREA LIMITS FOR THIS PROJECT ARE LIMITED TO THE RIGHT-OF-AY \> OPENING TO CONTROL PERMIT SHALLDBEAREVISEDSIF I THE D STURBEOD ILIMITS
W (CONTRACTOR TO SUBMIT DEVICE FOR BURY BOTTOM OF PLYWOOD
ACCOMODATE AREA S EXCEEDED.
c) APPROVAL PRIOR TO USE AND INSTALL
END VIEW SECTION UP TO 4"
y PER MANUFACTURER RECOMMENDATIONS) POSTS MAY BE EITHER t 5` HOSE DISCHARGE
NCNOT /NCDENR BASIN SILT PLYWOOD INLET PROTECTION ORANGE UV-- RESISTANT 5' -0" O.C. MAXIMUM 4" DIAMETER PINE, 2"
MAT ALTERNATIVE FOR HIGH - TENSILE STRENGTH DIAMETER OAK, OR
c CURB INLET STANDARD CATCH BASIN POLY BARRICADE FABRIC. q, �e
� UPSTREAM END Of STORM BRAIN 1.33 LB /LF STEEL.
n
STEEL FENCE POST, TYP DITCH
TRENCH HARDWARE CLOTH STAPLES
Q
1/3 PIPE DIAMETER
(CONTRACTOR TO SUBMIT DEVICE FOR
APPROVAL PRIOR TO USE AND INSTALL AGGREGATE UNDERLAYMENT
PER MANUFACTURER RECOMMENDATIONS) , O
OVERFLOW (3° THICK NCDOT NO. 57
o STONE) SYNTHETIC
.Q NOTES: LINER
CURB INLET 1. THE DEWATERING BAG SHALL BE MADE OF NON -WOVEN GEOTEXTILE j
WITH A MINIMUM SURFACE AREA OF 225 SQUARE FEET PER SIDE.
2. ALL STRUCTURAL SEAMS SHALL BE SEWN WITH A DOUBLE STITCH
WASHED STONE FILTER USING A DOUBLE NEEDLE MACHINE WITH HIGH STRENGTH THREAD. �Q� OVERLAP NOTE: STAPLES TO BE SPACED AT
l ". 3. THE SEAM STRENGTH SHALL WITHSTAND 100 LB /IN USING ASTM .
ACROSS PIPE INLET D -4884 TEST METHOD. 3 -O MAX IN ALL DIRECTIONS,
END VIEW SECTION ;'; ~:;~.`:. " ",. :'= SUBGRADE:. "; 4. THE GEOTEXTILE FABRIC SHALL BE A 10 OZ NON WOVEN FABRIC.
PERSPECTIVE VIEW
- 5, DSCHARGE FROM THE DEWATERING BAG SHALL t3E DIRECTED SUCH 1°
THAT PRE - DISTURBANCE HYDROLOGY IS NOT CHANGED.
v STONE FILTER INLET PROTECTION t ` LINER
SYNTHETIC
SEE SPECS
i DEWATERING BAG
' 0227010 SAFETY /TREE PROTECTION FENCE 3
[ WIRE SCREEN #57 WASHED STONE CONCRETE BLOCK 0227Q3 0227025
Q NOTES:
FILTERED WATER
OVERFLOW
RUNOFF WATER 1. CONSTRUCT STREAM CROSSING WHEN FLOW IS LOW,
Y W /SEDIMENT L /�� /�� /���/ 2. HAVE ALL NECESSARY MATERIALS AND EQUIPMENT ON -SITE BEFORE WORK BEGINS. OVERLAP
3. MINIMIZE CLEARING AND EXCAVATION OF STREAM BANKS. DO NOT EXCAVATE CHANNEL BOTTOM. TYP LINING STAPLES
�
4. LINE STREAM BANK AND ACCESS RAMP AREA WITH NON -WOVEN FILTER FABRIC. SYN�NTIC LINER
WIRE SCREEN -USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES 5. INSTALL STREAM CROSSING AT RIGHT ANGLE TO THE FLOW. 0227014
NOT EXCEED 1/4 ACRE AND NEVER IN AREAS OF *FOR REPAIR OF SILT FENCE FAILURES, 6. TRANSPLANT SOD FROM ORIGINAL STREAM BANK ONTO SIDE SLOPES FOR LATER USE.
CURB INLET CONCENTRATED FLOW USE No. 57 WASHED STONE. FOR 7. MAINTAIN CROSSING SO THAT RUNOFF IN THE CONSTRUCTION ROAD DOES NOT ENTER EXISTING
20 WOOD STUDS ANCHOR WHEN SILT FENCE: IS CHANNEL.
GRASS LINED CHANNEL (PERMANENT) STRAW W/ NETTING -END OF SILT FENCE NEEDS TO BE TURNED UPHILL. PROTECTING CATCH BASIN. 8. STABILIZE AN ACCESS RAMP OF CLASS B STONE TO THE EDGE OF THE MUD MAT.
CURB INLET SEDIMENT CONTROL
STRAW W/ NETTING {TEMPORARY) 9. THE WOOD MAT SHALL BE OF SUFFICIENT SIZE AND WIDTH TO SUPPORT THE LARGEST VEHICLE
8' -O° O.C. MAXIMUM STEEL POST CROSSING THE CHANNEL.
N 0227002R `/ VARIABLE OVEN WIRE FABRIC 10. CONTRACTOR SHALL DETERMINE AN APPROPRIATE RAMP ANGLE ACCORDING TO EQUIPMENT UTILIZED,
,f t I ja /- �' 1 AS DIRECTED BY THE ENGINEE=R RECOMMENDED AT 5:1 SLOPE.
� n. SILT FENCE GEOTEXTILE FABRIC 3 3 U ANCHOR BRIDGE TO A TREE OR OTHER
TYPE 10 o _ �° WARNING SIGN v PERMANENT OBJECT WITH SUFFICIENT
n DITCH EROSION MIN. 10 GA. MIN. 12 --1/2 GA. ° z FILL SLOPE STRENGTH (USING STEEL CHAIN OR CABLE
j ? RETENTION BLANKET, LINE WIRES INTERMEDIATE r� STABILIZED APPROACH
< 1.5' MIN. GRASS LINED CHANNEL (PERMANENT) SEE DETAIL 0227014 WIRES
DITCH EROSION RETENTION BLANKET (TEMPORARY) STABILIZED APPROACH
r7
GRADE swALE
, " f CLASS B STONE
air �;r��- ° . r ��, €, ,•�,: '- f �� . , � : -
v o x , SILT FENCE FABRIC �1 ,d OVER SKIRT p
/ / \�� INSTALLED TO SECOND; EXTEND WIRE 6" MIN. INTO TRENCH WOOD MAT.
z i /�. WIRE FROM TOP 7;;
1 / t AND ANCHOR SKIRT AS DIRECTED
v� FRONT VIE11V SIDE VIEVII THE ENGINEER
FILTER CLOTH ~'- 3 \ ' 3
CLASS BRIP -RAP
TYPE 2
N
SWALE
OTES
D 1 5" WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL.
r .:. . . ...... -f:.f
12" OF NCDOT #5 OR 3 3 �f LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED. FILTER FABRIC
#57 WASHED STONE SIGNS SHALL BE PLACED AT 50 MAXIMUM INTERVALS. ABUTMENT 3 �`
x \ . \\�,,� \!.\ PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER. o
o \ R FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER PROTECTION AREA., ABUTMENT SECTION
Q FLOW ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC. \
J CLASS A STONE LINING MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT. ) � NOTES: CITY OF RALEIGH
FILTER CLOTH—'_7 4' TO 6' �-
12" (MIN) 1. SURFACE FLOW OF TRAVEL WAY TO BE All Construction must be In accordance with all Local,
NOTE: STONE CHECK DAMS ARE TO BE SPACED TO ASSURE THAT TYPE II GEOTEXTILE
DIVERTED AWAY FROM STREAM. State, and Federal Rules and Regulations.
TYPE 3 SEPARATOR CONSTRUCTION ROAD STABILIZATION TRANSPORTATION SERVICES
THE ELEVATION AT THE TOP OF THE LOWER DAM IS THE SAME AS THE COMBINATION SILT FENCE /TREE PROTECTION FENCE
X
TOE ELEVATION OF THE UPPER DAM. TYPICAL DITCH DETAIL 2. DURING PLACEMENT /INSTALLATION /REMOVAL, PUBLIC UTILITIES
KEEP MATERIAL AND VEHICLES OUT OF
:S"('(jrJ� (',;�(,�( {,j�j STORMWATER
0227011 NOT TO SCALE STREAM.
0227003 TEMPORARY LOGGING MATS
PLANNING
3. KEEP MAT SURFACE FREE OF SOIL &
FINAL DRAWINGS 0227024 FIRE
NOT FOR CONSTRUCTION
Y NOT TO SCALE DEBRIS.
HALL NOIT BE DISCARDED INTO USTREAM, URBAN FORESTRY
KHA PROJECT
K mhe -HQ n 011274031 *\i�,,���„IC fi SHEET NUMBER
DATE �, ....,D�j �.�
71 and Associ cs, Inc 7 -9-2014 REX SEWER UPGRADE g
© 2014 KIMLEY —HORN AND ASSOCIATES, INC. SHALL N/A PREPARED FOR , EROSION CONTROL DETAILS
OF
NC 27513 DESIGNED BY JRP F � •�'
N0. REVISIONS DATE BY 3001 wESTO�I PARKWAY, CARP REX HEALTHCARE, INC. �'•yI;E�: -'�,�
This document, together with the concepts and designs presented herein, os on instrument of service, is intended only PHONE: [phone] FAX: [phone] DRAWN BY JGB ��i`��•p° ����\
w�ittsrs apthorizotiorp for
by which it was pondoRssocates, Incas halrl be reliance ori
1 abil ky toSKtlinley -Horn andut NC LICENSE #F-0102 WWW.KIMLEY- HORN.COM I �„
CHECKED BY JRP 4 l
Associates, Inc. SEAL:

U7
J
F-
W
O
J
O
Z
O
V
O
LI-
tL
Q
a,
F-
Q
z
Q
F-
a
c�
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r
0
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L
o'
a
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0
Figure 6H -1, .Work Beyond the Shoulder A -1)
Note,- See Tables 6H -2 and 6H-a for the meaning
of the symbols ar a'cr letter codes uiwd in
this r<rgvre,
Typical Application 1
Notes for Figure 611- 1-`I ,pl.eal Application 1
'Work TTeyond. the Shoulder
I . If site worksjwiz is in tlic me:edi o of a divided highway, an advatttce warning sign should. afid bw placed
on the left shit of the dhectititW roadway. '
Option,-
,.. ate ROAD WORK :4fIAD -sign may Etd. iC1Zlateecf S"; iris octarr allTpritlit`iate signs saeh as the SlifiL'dLDiR
'4' ORK t igtt, The SHOULDL[i WORK sign nray N used for acxari< acl ac; at try tlae dreatalaler.
3. `i"aa 2tAI WORK A UFAD sign t may x: riitti vhcr tlae work Space is Iahia �a harrier, iire o
24 �a
e
fitlil itittt (�-� rti� lc:tiizicf tit(- �ttrii; or �,€3 in'[. i� f °t; or slic�ee front tltt. e�i�c, of trot, w,tcilvrc y.
'r
4. ! r she rt tertaa , tw rztc3bilc e, teraticati. all &i gas rrrt cla�arttaeti�.att 4e vices i13�ae° be cliaar.itaaie'd
1 z. tl b � it n
} "}
' €f ";t �= eliicic; with ;tc:ti�•titetl lit h taiti;ri:�ft � rotating, fitrsttan ca4ciil �ctta.. car str4si?� Ii hc` is used.
5. Vehicle hazard warnio- sig iris s sly bet red to suppla:nw at high- itatera,ity rotatin t, f4shing., oscillating,
or strc"tbo lights.
Standard•.
6. 87thiele hazard warnin siM is steall not be used instead of the vehicle's high- intetas?iky rotating,
flashing, oscillathi% or strobe lights.
Table 6H-2. Meaning of Symbols on Typical Application Diagrams
U
0
No. REVISIONS DATE BY
D This document, together with the concepts and designs presented herein, as an instrument of service, is intended only
for the specific purpose and client for which it was prepared" Reuse of and improper reliance on this document without
written authorization and odaptation by Kimsey -Horn and Associates, Inc. shall be without liability to Kimicy -Horn and
Associates, Inc"
L
Figure 6H-3. Work on Shoulders aA- 1
Shouid "r Tap",
(soo mote 7}
StiauW.&r raper
(see Note 7)
5ta�caiiic:r °tapc�t
Note: See Tabs es 6H -2 and 6hi_3 �
for the Mewing of the
symbols aiarl#tor -�
codes qy 4 (*j3
G`LaS.F''.YS ttdi d IC¥ tt't{ Iiqufe. �!! "2
Typical Application 3
Ni)tes for Fite 6H -3-« T` pical ApplicAtion 3
I- Vtarsi on ShouldriN
Guidance_
1. A SHOULDER WORK sigrr should tic: played on the let sitic of the roadway for a divided or one way
sttwi only if the lift shoulder is, f'lected,
Option:
I
Tiac i��c nc�,rs s =ttallxil ,i cis rti�a • ttstd insttr.td sif �hl€)tr f_LiI�iZ �VCtI.K. �t taro
ig
3, ! SHOULDER Z'C)S� AHEAD �s_n s,a an iiattaact.iii €iaaclekae� inn be csraaittr�i fvlaerc csiea
s
r �.. [ 3
>r�r tit .f'restza that roadway; kettt c�aa °triarttera tasiht;rail��ats:r� wiii"ilttl� �t at it�icar tca tint; ° ctivit ° aria,
`g a °
p`ca �l s - dttr°' 'r �� ci ^cs � . a � - i
� r at » art sea o ierttans3... of (iii tlaintatc.. r ic, all s z,aa, �trtcl �:hairtns..itri .t d��acd.� ut;i txe elaitaitiattcsl
f r � }
-d -.° g a (9- - 1 a ig '.
if ;:t vehicle, Willi `tie =ante I t la aaitetts r t° tart ft<aslat rdil loot i2 rir sir al h hzs is LiS"
�< � 3 rt ii � FD {i 7 i, f �. `� ..d
y � _
�, Vchii'ii haatarsf e�<tsaai �t rt.als rtazr tz-. resod tca �u lnit.sat ft °�xli inta.ns" = cc>taa iia .ft, stsiia� cis�il �' la sirs
F
or Strobe lights,
Standard :.
Cs. Velticle hazard warning signal -,hall not ate uwd i€cqcaid of the vehicle's high,intert_sity°'rotaating,
tiashiug, oscillating, or strobe lights.
7. 4t 14tcn pa > °'ezi Nboulders having at rvidtli of 2.4 m tit t1t) or rta «re girt, c3rlsed., at lit one atEi<fince
wartting sign shall be used ' lit addition, channeliaing devie shad Ix used to close the shoultter in
adtfance to dvAnwtie the beginning of the work- space and flir t vehicular traffic to rentain within
the trawled •s uy
Figure 6H -28. Sidewalk Detour or Diversion (TA 2 ,S)
SIDEWALK DETOUR SIDEWALK DIVERSION
Typical Application 28
Note-, See `fazbios GH- 2'a €ad OH! 3 for itsar meenlqg
of the symbois`aanWor loiter cod used in
tisis f=q':rrt_
i
s
Kimley -Horn
and Associates, Inc.
O 2014 KIMLEY -HORN AND ASSOCIATES, INC.
3001 WESTON PARKWAY, CARY, NC 27513
PHONE: [phone] FAX: [phone]
NC LICENSE #F -0102 WWW.KIMLEY- HORN.COM
aaitsr
{ iris
MIN,
Figure Sit - #ii Lave Closure on Two -Lame Road Using Flaggerrs (7A -10)
rta
son wioz ORIN
C
Norte: Sea Tables f)H-2 fir. d 6H -3
for the meaning of rise 1a�gatioet'aE}
sy mils ardor lotto'r
cows uso.d in this ilowe.
fcipti;x lj !
Efate: The buifee spas to sh uld be
extomled so tit t #10 two-way
tmf„is taper L-, placed before
�.
a t oelzon l (or Crest vent; al)
cu to proms€% adequate
sight dist e for the
fiag;r and za ague of
stopped vehictv's. t
One Lane Two -Way Tniffic Taper
30 na (100 tt} MAX
Typical Application `iii
Notes for Figure 6H- 10--- Typical Applhs ati€ n 1
Lane Clare on Teri -Gage Road Utin > 1. iIa=s
option.
I . For biw-" aa €c i tra t ns ua tir slut f work �5 on c r i t at coa ay'� < v : the flagger i N v€s'i i o t ca
road use" a. rcaachan rnrla.i.citEi itircc8itsns. a sitagl ti4t it . , a?ft.icrnecl to 1v visible 10 ro';sd tl ea;
approaching i'c
a i 1 r if csit
ircrt IX0 threcliorm tr a_ be trait. (& '*6 chapter. tE ) .
... `Iiae ittlAi3 i1'€7l'il: Aii:iAIl and L E?viI)1tCiAi`� 1i4t)Til Uzi its rts�iz be caaaisitecl f €sff sllcsrtnaittr�itirs € ;.
tit
Operations.
3. Fla4titagNvaratna� lis,hts saa4lcir flag" ara >ay br. - uscsl tai call :tticntiaai to the advarice . wai:nreeg ,rjps.
g
BE PREPARED t T' T rta may he added to iia° s't n ries.
GUidatraci
=t, site: buffe.� space should be extcadcd sa that the two -way tsaaif f tapez- is placed before- a horiz fiwl Cost•
Cre >t e-Grticitl) dares; to provido :adequate :SigltE l•istanu t for tits: flagger and a iltteue of stoVpe t v- f- 'hiClcs.
Standard:
5. At night, flagger stations shall tv Eliarninated, exrept in €incrgcocics.
Goici trice:
6, Whch wi'W, lire BE PREPARED TO STOP sigh should t , located KztweQn the Iilagger sign and the
0 NE LANE ROAD :ii„ca,
7, . kvil;la za llighw*rnil grade cross €n -. exists within or opsireaam of the nansit €ont 4rc a aaad it is antis iplied
that clues s re."Ofing front the lane closure might extend thr(mgh -tk highway -rich grad; vnoising, the
TC ,zone should fie: cxt need so that iW transition attar precede ,
'i 6l highway -rAill -I de c ra�ssir€ ,
R Wfica a highway-rail grade t=russing cquipped with active- warning Jr�t i €ts. exists w4thin tits activity arca,
provj"r ions should rte made for kwPing ffaggm"� inforfn'd d 4t', to tine aC76v anion Males of the.. w a€xtin-
[liifi�L,Es.
afhi�ia�a�,a�, -r ;oaf gratiEG cccs�sin� eats tef'itltrra tf€e aactie`'stw :.rta. brat =� €�: e-ipe:r�ttiia��. €ssa slit: ltl'r, stilt: caE'
the: normal centertioe should lvpmvi,. ed with compambl€i warning, deviccs a for drivers Qfxr✓wing oft
thlf right sine of tine sac» trtaf s.caiteriin ^.
10. Early coordination wich the ratirmvj Company shok.11 i occur Iv- f are work. starts,
Option:
11, A flaU. ; cc of as tirrifortued law € fficer tazay iv, used at the h €Sheds' -ratil - p-ade: m4ssiaa- To
mirtir)ti7''e.tile PIVIhabilityshoat vehicle w steapped.within 4,� rat(15 ft) of thebighway-i,ait grade
erta9s)rtgr aaac�futired f'arorn txith a€le4 csf th Out ide rails
Figure 6H -11. Lane Closure on Two-Lane Kola•
with Low Traffic Volumes
ta(5ttt5ri$t�
(ogEianal)
rr¢ (100 It) MAX
Note: See Tablas 6H-2 and 6H-3
for the mearlitaq of the
sy€aitxsl� err or tottor
f nodes used in this figure,
(See Section 30.16)
(optional)
.�
Typical Application 11
Notes for f1gure 6H -i 1-- 74 ica[. Application I 1
�La,ne Closure on Two-", Knead with Low Traps Volumes
Option.,
Figure 1. �l°itis "FTC, alip�lleatti�ra may as era alic:roatc to ttty `I`l`k a ;tl)iit:aEatfsa shown ,� I .t�i3�. i4; -10
at . (4 srftgan l' eu-g tts ) when rie fry€€tsir-s ct]ditsows
a.
sett #� f �� ritt tc, t uclt that ��fi'rs;iat «Ya s �xict ir)t �it,taiat� traaf€i� tfaaa tttust ei >id.
r p �
1s.. Rc?ail titi��'s frsiraa ixatll ctixa�tisatls ;ara` taPsl�- tc, s;:e ,s a a€izn�hi €t_ ,eiatcul.ar te<ctitc thr<ta� h arse ii�� °eiaad ttit
work site and have sat3tteil8 vixif.ita €y of al perraachirr t r.htc= lr;�i_
WORK '
2. `$ilia; T�yp c 13 1t Lshiii waniin light i aria l� placed cast lfw T�E")AD WORK AHEAD aiii The ONE LANE
ROAD A IE E.AD signs cei enever a night tatte closure as is ci: ,sa;y "
Notts for Figure 6H-28-71 •pica Application 28
Sidewalk Closures rind. llypa"ss Sidewalks
Standard:
1. When ciowswalLs or other pedstrian facilities are closed or relocated, temporary> facilities shall
he detectable and shall include accessibility €trout" cons -tent with the fires pre-sent in the
existing pedestrian fhcilit$<
fluidanc e'-
1 itrhi.rehigh slvs dls are aawicipa €cd, a watilxiawy taaific: baaecicr and, ifn ssaary= as crtasit cos4iou shovi€i
be rased to sioparate the temporary sidmvalLz testae velriculaar traffic
3. Audible iti watati€ n dovices shovtd be consiaduW- ivhc,re rnidblock.cl €a,ing, and changcd cross i valk.atreaas
cause inacitexltiartc € t3rnatrit€zic.ttii�rt hi be prQvided to &stri4ns who have vts.uail tlzsadiilit3c.s,
Option -,
4_ Stn�et - liting rn y be comicicroil.
Only: riot T i C" da e is c s tcl trios to l i d .stci sst atrc hcsir rt: 01va t devices, such <t farad: ch)sur'e sioniMl Of
ROAD NARROWS si =gags, may lie used to control vehicu tar traffic. .
6" For tiigft[tittse elcssrat -; Pc A Flasbing. war €aiv -g lights may be used sari faar€°i�aslc that at ;>ixart si�rt and
close: ai;, ow;ll -"
7. p C Sty a:3; <- lleaaaa ass I In 13 3fa£i to rc� Steady -� urn warrning lights rn ty ia� used art charm tizsaa
devir es sc p r t hag tlae t l vr"UT sidmalk", fraatt vehiguhw traffic
8- Barns, audi as, RIGHT (LFFT)9 taaay= he placed along! aamnippatry sidewalk to guide or direct
lsr.els;�trzuns.
NOTES:
1. STANDARD DETAILS ARE FROM THE MANUAL ON UNIFORM TRAFFIC. CONTROL DEVICES (MUTCD) 2003 EDITION.
2. TRAFFIC CONTROL REQUIREMENTS MAY BE ADJUSTED DUE TO ACTUAL TRAFFIC CONDITIONS DURING CONSTRUCTION.
3. ROAD CLASSIFICATIONS ARE AS FOLLOWS.
TWO -LANE (REQUIRING FLAGGERS): BUCK JONES ROAD
TWO -LANE LOW VOLUME: DANA DRIVE, LAKESIDE DRIVE
KHA PROJECT
01 1274031
DATE
7 -9 -2014
SCALE N/A
DESIGNED BY DS
DRAWN BY JCB
CHECKED BY JJP
REX SEWER UPGRADE
PREPARED FOR
REX HEALTHCARE, INC.
SEAL:
Figure $H -1t3 Lane Closure on Minor Street (TA -18)
Typical Application 18
Sea `ratites 6H -2 ranj 6H-3
for thy. ,ra eanIng of she
5yr�b€ E; acsttt�t i t�
wdeq uwd in this figuro,
to (J3$ta€tt9d
itod AttO:iil stet ( ? G t�tl
Boffer 'ipac
(optioaaij
(f) MAX-
Notes for Figure 6H-18-Typical Applic tion IS
Line Closure on Minor Stmt
Standard-
1. This '1 i'C shall be wwwd only for low -speed facilities having iron° traffic voluanes.
>r ,
)rte t.
1 Who; rr the -ir ark ,pa ciLd is stlofi. where voasdl user; czmstv tiie roadway €vycxid, and whexe volu aw is fog,
., ' .ic e
jai °u° tE fy - .f' -•„a,
� €I i Lrrtrx c rta,c} a� °,ci rcpt lzat €tam.
Standard;
3. Where vehicular tratific cannot ttffectivet y self-regulate, tow err tai °o fi:tl;gets �liali he used tai
illustraWd in Fk -urtr lilt -10.
f ?piisasi:
4. F+Eaa hing waantilig lights -and or flags may 40 us'W to tl autntion to the ad atncc Warming signs.
5, A ttxtck- tai. €.tuaitrct attetata.zt €:.t 3aay be its on ilia xas.rk vehicle and the-shadow vehicle,
Table 6H-3. Meaning of Letter Codes on
Typical Application Diagrams
]
1
Road Type
Anow panel
•-•
0 p 0
Allow panel svppolt . or tra €Her
(t thowrt facing d€aw))
--�
0li atgiaat?la moss e sign or support Miler
000)
Gt3arrattialiag dt :iGz�
30 (100)
Create Cushion
K
Urectiam of temporary traffic detour
"Pik,
Direction at tr4ft
n
Fgger
ISO (5m)
high €evef wornitN device
30th (1,000,
(fig tree)
�
Lirraiirtrtirei
i'
€ aw neat rsiarfgrlrc�s That Sho;j1d tae
r arsved far a long term project
sign ( *' 'Vra Wng left)
Surveyor
T'empra,�iry barrier
Temporary barrier with waming fights
- Tkaf$ic or Pedesidan sIgnal
Truck mounted uf€enuatcT
U
0
No. REVISIONS DATE BY
D This document, together with the concepts and designs presented herein, as an instrument of service, is intended only
for the specific purpose and client for which it was prepared" Reuse of and improper reliance on this document without
written authorization and odaptation by Kimsey -Horn and Associates, Inc. shall be without liability to Kimicy -Horn and
Associates, Inc"
L
Figure 6H-3. Work on Shoulders aA- 1
Shouid "r Tap",
(soo mote 7}
StiauW.&r raper
(see Note 7)
5ta�caiiic:r °tapc�t
Note: See Tabs es 6H -2 and 6hi_3 �
for the Mewing of the
symbols aiarl#tor -�
codes qy 4 (*j3
G`LaS.F''.YS ttdi d IC¥ tt't{ Iiqufe. �!! "2
Typical Application 3
Ni)tes for Fite 6H -3-« T` pical ApplicAtion 3
I- Vtarsi on ShouldriN
Guidance_
1. A SHOULDER WORK sigrr should tic: played on the let sitic of the roadway for a divided or one way
sttwi only if the lift shoulder is, f'lected,
Option:
I
Tiac i��c nc�,rs s =ttallxil ,i cis rti�a • ttstd insttr.td sif �hl€)tr f_LiI�iZ �VCtI.K. �t taro
ig
3, ! SHOULDER Z'C)S� AHEAD �s_n s,a an iiattaact.iii €iaaclekae� inn be csraaittr�i fvlaerc csiea
s
r �.. [ 3
>r�r tit .f'restza that roadway; kettt c�aa °triarttera tasiht;rail��ats:r� wiii"ilttl� �t at it�icar tca tint; ° ctivit ° aria,
`g a °
p`ca �l s - dttr°' 'r �� ci ^cs � . a � - i
� r at » art sea o ierttans3... of (iii tlaintatc.. r ic, all s z,aa, �trtcl �:hairtns..itri .t d��acd.� ut;i txe elaitaitiattcsl
f r � }
-d -.° g a (9- - 1 a ig '.
if ;:t vehicle, Willi `tie =ante I t la aaitetts r t° tart ft<aslat rdil loot i2 rir sir al h hzs is LiS"
�< � 3 rt ii � FD {i 7 i, f �. `� ..d
y � _
�, Vchii'ii haatarsf e�<tsaai �t rt.als rtazr tz-. resod tca �u lnit.sat ft °�xli inta.ns" = cc>taa iia .ft, stsiia� cis�il �' la sirs
F
or Strobe lights,
Standard :.
Cs. Velticle hazard warning signal -,hall not ate uwd i€cqcaid of the vehicle's high,intert_sity°'rotaating,
tiashiug, oscillating, or strobe lights.
7. 4t 14tcn pa > °'ezi Nboulders having at rvidtli of 2.4 m tit t1t) or rta «re girt, c3rlsed., at lit one atEi<fince
wartting sign shall be used ' lit addition, channeliaing devie shad Ix used to close the shoultter in
adtfance to dvAnwtie the beginning of the work- space and flir t vehicular traffic to rentain within
the trawled •s uy
Figure 6H -28. Sidewalk Detour or Diversion (TA 2 ,S)
SIDEWALK DETOUR SIDEWALK DIVERSION
Typical Application 28
Note-, See `fazbios GH- 2'a €ad OH! 3 for itsar meenlqg
of the symbois`aanWor loiter cod used in
tisis f=q':rrt_
i
s
Kimley -Horn
and Associates, Inc.
O 2014 KIMLEY -HORN AND ASSOCIATES, INC.
3001 WESTON PARKWAY, CARY, NC 27513
PHONE: [phone] FAX: [phone]
NC LICENSE #F -0102 WWW.KIMLEY- HORN.COM
aaitsr
{ iris
MIN,
Figure Sit - #ii Lave Closure on Two -Lame Road Using Flaggerrs (7A -10)
rta
son wioz ORIN
C
Norte: Sea Tables f)H-2 fir. d 6H -3
for the meaning of rise 1a�gatioet'aE}
sy mils ardor lotto'r
cows uso.d in this ilowe.
fcipti;x lj !
Efate: The buifee spas to sh uld be
extomled so tit t #10 two-way
tmf„is taper L-, placed before
�.
a t oelzon l (or Crest vent; al)
cu to proms€% adequate
sight dist e for the
fiag;r and za ague of
stopped vehictv's. t
One Lane Two -Way Tniffic Taper
30 na (100 tt} MAX
Typical Application `iii
Notes for Figure 6H- 10--- Typical Applhs ati€ n 1
Lane Clare on Teri -Gage Road Utin > 1. iIa=s
option.
I . For biw-" aa €c i tra t ns ua tir slut f work �5 on c r i t at coa ay'� < v : the flagger i N v€s'i i o t ca
road use" a. rcaachan rnrla.i.citEi itircc8itsns. a sitagl ti4t it . , a?ft.icrnecl to 1v visible 10 ro';sd tl ea;
approaching i'c
a i 1 r if csit
ircrt IX0 threcliorm tr a_ be trait. (& '*6 chapter. tE ) .
... `Iiae ittlAi3 i1'€7l'il: Aii:iAIl and L E?viI)1tCiAi`� 1i4t)Til Uzi its rts�iz be caaaisitecl f €sff sllcsrtnaittr�itirs € ;.
tit
Operations.
3. Fla4titagNvaratna� lis,hts saa4lcir flag" ara >ay br. - uscsl tai call :tticntiaai to the advarice . wai:nreeg ,rjps.
g
BE PREPARED t T' T rta may he added to iia° s't n ries.
GUidatraci
=t, site: buffe.� space should be extcadcd sa that the two -way tsaaif f tapez- is placed before- a horiz fiwl Cost•
Cre >t e-Grticitl) dares; to provido :adequate :SigltE l•istanu t for tits: flagger and a iltteue of stoVpe t v- f- 'hiClcs.
Standard:
5. At night, flagger stations shall tv Eliarninated, exrept in €incrgcocics.
Goici trice:
6, Whch wi'W, lire BE PREPARED TO STOP sigh should t , located KztweQn the Iilagger sign and the
0 NE LANE ROAD :ii„ca,
7, . kvil;la za llighw*rnil grade cross €n -. exists within or opsireaam of the nansit €ont 4rc a aaad it is antis iplied
that clues s re."Ofing front the lane closure might extend thr(mgh -tk highway -rich grad; vnoising, the
TC ,zone should fie: cxt need so that iW transition attar precede ,
'i 6l highway -rAill -I de c ra�ssir€ ,
R Wfica a highway-rail grade t=russing cquipped with active- warning Jr�t i €ts. exists w4thin tits activity arca,
provj"r ions should rte made for kwPing ffaggm"� inforfn'd d 4t', to tine aC76v anion Males of the.. w a€xtin-
[liifi�L,Es.
afhi�ia�a�,a�, -r ;oaf gratiEG cccs�sin� eats tef'itltrra tf€e aactie`'stw :.rta. brat =� €�: e-ipe:r�ttiia��. €ssa slit: ltl'r, stilt: caE'
the: normal centertioe should lvpmvi,. ed with compambl€i warning, deviccs a for drivers Qfxr✓wing oft
thlf right sine of tine sac» trtaf s.caiteriin ^.
10. Early coordination wich the ratirmvj Company shok.11 i occur Iv- f are work. starts,
Option:
11, A flaU. ; cc of as tirrifortued law € fficer tazay iv, used at the h €Sheds' -ratil - p-ade: m4ssiaa- To
mirtir)ti7''e.tile PIVIhabilityshoat vehicle w steapped.within 4,� rat(15 ft) of thebighway-i,ait grade
erta9s)rtgr aaac�futired f'arorn txith a€le4 csf th Out ide rails
Figure 6H -11. Lane Closure on Two-Lane Kola•
with Low Traffic Volumes
ta(5ttt5ri$t�
(ogEianal)
rr¢ (100 It) MAX
Note: See Tablas 6H-2 and 6H-3
for the mearlitaq of the
sy€aitxsl� err or tottor
f nodes used in this figure,
(See Section 30.16)
(optional)
.�
Typical Application 11
Notes for f1gure 6H -i 1-- 74 ica[. Application I 1
�La,ne Closure on Two-", Knead with Low Traps Volumes
Option.,
Figure 1. �l°itis "FTC, alip�lleatti�ra may as era alic:roatc to ttty `I`l`k a ;tl)iit:aEatfsa shown ,� I .t�i3�. i4; -10
at . (4 srftgan l' eu-g tts ) when rie fry€€tsir-s ct]ditsows
a.
sett #� f �� ritt tc, t uclt that ��fi'rs;iat «Ya s �xict ir)t �it,taiat� traaf€i� tfaaa tttust ei >id.
r p �
1s.. Rc?ail titi��'s frsiraa ixatll ctixa�tisatls ;ara` taPsl�- tc, s;:e ,s a a€izn�hi €t_ ,eiatcul.ar te<ctitc thr<ta� h arse ii�� °eiaad ttit
work site and have sat3tteil8 vixif.ita €y of al perraachirr t r.htc= lr;�i_
WORK '
2. `$ilia; T�yp c 13 1t Lshiii waniin light i aria l� placed cast lfw T�E")AD WORK AHEAD aiii The ONE LANE
ROAD A IE E.AD signs cei enever a night tatte closure as is ci: ,sa;y "
Notts for Figure 6H-28-71 •pica Application 28
Sidewalk Closures rind. llypa"ss Sidewalks
Standard:
1. When ciowswalLs or other pedstrian facilities are closed or relocated, temporary> facilities shall
he detectable and shall include accessibility €trout" cons -tent with the fires pre-sent in the
existing pedestrian fhcilit$<
fluidanc e'-
1 itrhi.rehigh slvs dls are aawicipa €cd, a watilxiawy taaific: baaecicr and, ifn ssaary= as crtasit cos4iou shovi€i
be rased to sioparate the temporary sidmvalLz testae velriculaar traffic
3. Audible iti watati€ n dovices shovtd be consiaduW- ivhc,re rnidblock.cl €a,ing, and changcd cross i valk.atreaas
cause inacitexltiartc € t3rnatrit€zic.ttii�rt hi be prQvided to &stri4ns who have vts.uail tlzsadiilit3c.s,
Option -,
4_ Stn�et - liting rn y be comicicroil.
Only: riot T i C" da e is c s tcl trios to l i d .stci sst atrc hcsir rt: 01va t devices, such <t farad: ch)sur'e sioniMl Of
ROAD NARROWS si =gags, may lie used to control vehicu tar traffic. .
6" For tiigft[tittse elcssrat -; Pc A Flasbing. war €aiv -g lights may be used sari faar€°i�aslc that at ;>ixart si�rt and
close: ai;, ow;ll -"
7. p C Sty a:3; <- lleaaaa ass I In 13 3fa£i to rc� Steady -� urn warrning lights rn ty ia� used art charm tizsaa
devir es sc p r t hag tlae t l vr"UT sidmalk", fraatt vehiguhw traffic
8- Barns, audi as, RIGHT (LFFT)9 taaay= he placed along! aamnippatry sidewalk to guide or direct
lsr.els;�trzuns.
NOTES:
1. STANDARD DETAILS ARE FROM THE MANUAL ON UNIFORM TRAFFIC. CONTROL DEVICES (MUTCD) 2003 EDITION.
2. TRAFFIC CONTROL REQUIREMENTS MAY BE ADJUSTED DUE TO ACTUAL TRAFFIC CONDITIONS DURING CONSTRUCTION.
3. ROAD CLASSIFICATIONS ARE AS FOLLOWS.
TWO -LANE (REQUIRING FLAGGERS): BUCK JONES ROAD
TWO -LANE LOW VOLUME: DANA DRIVE, LAKESIDE DRIVE
KHA PROJECT
01 1274031
DATE
7 -9 -2014
SCALE N/A
DESIGNED BY DS
DRAWN BY JCB
CHECKED BY JJP
REX SEWER UPGRADE
PREPARED FOR
REX HEALTHCARE, INC.
SEAL:
Figure $H -1t3 Lane Closure on Minor Street (TA -18)
Typical Application 18
Sea `ratites 6H -2 ranj 6H-3
for thy. ,ra eanIng of she
5yr�b€ E; acsttt�t i t�
wdeq uwd in this figuro,
to (J3$ta€tt9d
itod AttO:iil stet ( ? G t�tl
Boffer 'ipac
(optioaaij
(f) MAX-
Notes for Figure 6H-18-Typical Applic tion IS
Line Closure on Minor Stmt
Standard-
1. This '1 i'C shall be wwwd only for low -speed facilities having iron° traffic voluanes.
>r ,
)rte t.
1 Who; rr the -ir ark ,pa ciLd is stlofi. where voasdl user; czmstv tiie roadway €vycxid, and whexe volu aw is fog,
., ' .ic e
jai °u° tE fy - .f' -•„a,
� €I i Lrrtrx c rta,c} a� °,ci rcpt lzat €tam.
Standard;
3. Where vehicular tratific cannot ttffectivet y self-regulate, tow err tai °o fi:tl;gets �liali he used tai
illustraWd in Fk -urtr lilt -10.
f ?piisasi:
4. F+Eaa hing waantilig lights -and or flags may 40 us'W to tl autntion to the ad atncc Warming signs.
5, A ttxtck- tai. €.tuaitrct attetata.zt €:.t 3aay be its on ilia xas.rk vehicle and the-shadow vehicle,
Table 6H-3. Meaning of Letter Codes on
Typical Application Diagrams
]
1
Road Type
Type fit Barricade
a
B
a-
Urban (low speed)'
000)
30 (100)
30 (100)
waarrtH°ic3 tights
K
100 (350)
x1
Aural
n
350 (600")
ISO (5m)
Aerie sheet
30th (1,000,
450 (1, WO)
600 (2.640)
i'
Work veh4e
U
0
No. REVISIONS DATE BY
D This document, together with the concepts and designs presented herein, as an instrument of service, is intended only
for the specific purpose and client for which it was prepared" Reuse of and improper reliance on this document without
written authorization and odaptation by Kimsey -Horn and Associates, Inc. shall be without liability to Kimicy -Horn and
Associates, Inc"
L
Figure 6H-3. Work on Shoulders aA- 1
Shouid "r Tap",
(soo mote 7}
StiauW.&r raper
(see Note 7)
5ta�caiiic:r °tapc�t
Note: See Tabs es 6H -2 and 6hi_3 �
for the Mewing of the
symbols aiarl#tor -�
codes qy 4 (*j3
G`LaS.F''.YS ttdi d IC¥ tt't{ Iiqufe. �!! "2
Typical Application 3
Ni)tes for Fite 6H -3-« T` pical ApplicAtion 3
I- Vtarsi on ShouldriN
Guidance_
1. A SHOULDER WORK sigrr should tic: played on the let sitic of the roadway for a divided or one way
sttwi only if the lift shoulder is, f'lected,
Option:
I
Tiac i��c nc�,rs s =ttallxil ,i cis rti�a • ttstd insttr.td sif �hl€)tr f_LiI�iZ �VCtI.K. �t taro
ig
3, ! SHOULDER Z'C)S� AHEAD �s_n s,a an iiattaact.iii €iaaclekae� inn be csraaittr�i fvlaerc csiea
s
r �.. [ 3
>r�r tit .f'restza that roadway; kettt c�aa °triarttera tasiht;rail��ats:r� wiii"ilttl� �t at it�icar tca tint; ° ctivit ° aria,
`g a °
p`ca �l s - dttr°' 'r �� ci ^cs � . a � - i
� r at » art sea o ierttans3... of (iii tlaintatc.. r ic, all s z,aa, �trtcl �:hairtns..itri .t d��acd.� ut;i txe elaitaitiattcsl
f r � }
-d -.° g a (9- - 1 a ig '.
if ;:t vehicle, Willi `tie =ante I t la aaitetts r t° tart ft<aslat rdil loot i2 rir sir al h hzs is LiS"
�< � 3 rt ii � FD {i 7 i, f �. `� ..d
y � _
�, Vchii'ii haatarsf e�<tsaai �t rt.als rtazr tz-. resod tca �u lnit.sat ft °�xli inta.ns" = cc>taa iia .ft, stsiia� cis�il �' la sirs
F
or Strobe lights,
Standard :.
Cs. Velticle hazard warning signal -,hall not ate uwd i€cqcaid of the vehicle's high,intert_sity°'rotaating,
tiashiug, oscillating, or strobe lights.
7. 4t 14tcn pa > °'ezi Nboulders having at rvidtli of 2.4 m tit t1t) or rta «re girt, c3rlsed., at lit one atEi<fince
wartting sign shall be used ' lit addition, channeliaing devie shad Ix used to close the shoultter in
adtfance to dvAnwtie the beginning of the work- space and flir t vehicular traffic to rentain within
the trawled •s uy
Figure 6H -28. Sidewalk Detour or Diversion (TA 2 ,S)
SIDEWALK DETOUR SIDEWALK DIVERSION
Typical Application 28
Note-, See `fazbios GH- 2'a €ad OH! 3 for itsar meenlqg
of the symbois`aanWor loiter cod used in
tisis f=q':rrt_
i
s
Kimley -Horn
and Associates, Inc.
O 2014 KIMLEY -HORN AND ASSOCIATES, INC.
3001 WESTON PARKWAY, CARY, NC 27513
PHONE: [phone] FAX: [phone]
NC LICENSE #F -0102 WWW.KIMLEY- HORN.COM
aaitsr
{ iris
MIN,
Figure Sit - #ii Lave Closure on Two -Lame Road Using Flaggerrs (7A -10)
rta
son wioz ORIN
C
Norte: Sea Tables f)H-2 fir. d 6H -3
for the meaning of rise 1a�gatioet'aE}
sy mils ardor lotto'r
cows uso.d in this ilowe.
fcipti;x lj !
Efate: The buifee spas to sh uld be
extomled so tit t #10 two-way
tmf„is taper L-, placed before
�.
a t oelzon l (or Crest vent; al)
cu to proms€% adequate
sight dist e for the
fiag;r and za ague of
stopped vehictv's. t
One Lane Two -Way Tniffic Taper
30 na (100 tt} MAX
Typical Application `iii
Notes for Figure 6H- 10--- Typical Applhs ati€ n 1
Lane Clare on Teri -Gage Road Utin > 1. iIa=s
option.
I . For biw-" aa €c i tra t ns ua tir slut f work �5 on c r i t at coa ay'� < v : the flagger i N v€s'i i o t ca
road use" a. rcaachan rnrla.i.citEi itircc8itsns. a sitagl ti4t it . , a?ft.icrnecl to 1v visible 10 ro';sd tl ea;
approaching i'c
a i 1 r if csit
ircrt IX0 threcliorm tr a_ be trait. (& '*6 chapter. tE ) .
... `Iiae ittlAi3 i1'€7l'il: Aii:iAIl and L E?viI)1tCiAi`� 1i4t)Til Uzi its rts�iz be caaaisitecl f €sff sllcsrtnaittr�itirs € ;.
tit
Operations.
3. Fla4titagNvaratna� lis,hts saa4lcir flag" ara >ay br. - uscsl tai call :tticntiaai to the advarice . wai:nreeg ,rjps.
g
BE PREPARED t T' T rta may he added to iia° s't n ries.
GUidatraci
=t, site: buffe.� space should be extcadcd sa that the two -way tsaaif f tapez- is placed before- a horiz fiwl Cost•
Cre >t e-Grticitl) dares; to provido :adequate :SigltE l•istanu t for tits: flagger and a iltteue of stoVpe t v- f- 'hiClcs.
Standard:
5. At night, flagger stations shall tv Eliarninated, exrept in €incrgcocics.
Goici trice:
6, Whch wi'W, lire BE PREPARED TO STOP sigh should t , located KztweQn the Iilagger sign and the
0 NE LANE ROAD :ii„ca,
7, . kvil;la za llighw*rnil grade cross €n -. exists within or opsireaam of the nansit €ont 4rc a aaad it is antis iplied
that clues s re."Ofing front the lane closure might extend thr(mgh -tk highway -rich grad; vnoising, the
TC ,zone should fie: cxt need so that iW transition attar precede ,
'i 6l highway -rAill -I de c ra�ssir€ ,
R Wfica a highway-rail grade t=russing cquipped with active- warning Jr�t i €ts. exists w4thin tits activity arca,
provj"r ions should rte made for kwPing ffaggm"� inforfn'd d 4t', to tine aC76v anion Males of the.. w a€xtin-
[liifi�L,Es.
afhi�ia�a�,a�, -r ;oaf gratiEG cccs�sin� eats tef'itltrra tf€e aactie`'stw :.rta. brat =� €�: e-ipe:r�ttiia��. €ssa slit: ltl'r, stilt: caE'
the: normal centertioe should lvpmvi,. ed with compambl€i warning, deviccs a for drivers Qfxr✓wing oft
thlf right sine of tine sac» trtaf s.caiteriin ^.
10. Early coordination wich the ratirmvj Company shok.11 i occur Iv- f are work. starts,
Option:
11, A flaU. ; cc of as tirrifortued law € fficer tazay iv, used at the h €Sheds' -ratil - p-ade: m4ssiaa- To
mirtir)ti7''e.tile PIVIhabilityshoat vehicle w steapped.within 4,� rat(15 ft) of thebighway-i,ait grade
erta9s)rtgr aaac�futired f'arorn txith a€le4 csf th Out ide rails
Figure 6H -11. Lane Closure on Two-Lane Kola•
with Low Traffic Volumes
ta(5ttt5ri$t�
(ogEianal)
rr¢ (100 It) MAX
Note: See Tablas 6H-2 and 6H-3
for the mearlitaq of the
sy€aitxsl� err or tottor
f nodes used in this figure,
(See Section 30.16)
(optional)
.�
Typical Application 11
Notes for f1gure 6H -i 1-- 74 ica[. Application I 1
�La,ne Closure on Two-", Knead with Low Traps Volumes
Option.,
Figure 1. �l°itis "FTC, alip�lleatti�ra may as era alic:roatc to ttty `I`l`k a ;tl)iit:aEatfsa shown ,� I .t�i3�. i4; -10
at . (4 srftgan l' eu-g tts ) when rie fry€€tsir-s ct]ditsows
a.
sett #� f �� ritt tc, t uclt that ��fi'rs;iat «Ya s �xict ir)t �it,taiat� traaf€i� tfaaa tttust ei >id.
r p �
1s.. Rc?ail titi��'s frsiraa ixatll ctixa�tisatls ;ara` taPsl�- tc, s;:e ,s a a€izn�hi €t_ ,eiatcul.ar te<ctitc thr<ta� h arse ii�� °eiaad ttit
work site and have sat3tteil8 vixif.ita €y of al perraachirr t r.htc= lr;�i_
WORK '
2. `$ilia; T�yp c 13 1t Lshiii waniin light i aria l� placed cast lfw T�E")AD WORK AHEAD aiii The ONE LANE
ROAD A IE E.AD signs cei enever a night tatte closure as is ci: ,sa;y "
Notts for Figure 6H-28-71 •pica Application 28
Sidewalk Closures rind. llypa"ss Sidewalks
Standard:
1. When ciowswalLs or other pedstrian facilities are closed or relocated, temporary> facilities shall
he detectable and shall include accessibility €trout" cons -tent with the fires pre-sent in the
existing pedestrian fhcilit$<
fluidanc e'-
1 itrhi.rehigh slvs dls are aawicipa €cd, a watilxiawy taaific: baaecicr and, ifn ssaary= as crtasit cos4iou shovi€i
be rased to sioparate the temporary sidmvalLz testae velriculaar traffic
3. Audible iti watati€ n dovices shovtd be consiaduW- ivhc,re rnidblock.cl €a,ing, and changcd cross i valk.atreaas
cause inacitexltiartc € t3rnatrit€zic.ttii�rt hi be prQvided to &stri4ns who have vts.uail tlzsadiilit3c.s,
Option -,
4_ Stn�et - liting rn y be comicicroil.
Only: riot T i C" da e is c s tcl trios to l i d .stci sst atrc hcsir rt: 01va t devices, such <t farad: ch)sur'e sioniMl Of
ROAD NARROWS si =gags, may lie used to control vehicu tar traffic. .
6" For tiigft[tittse elcssrat -; Pc A Flasbing. war €aiv -g lights may be used sari faar€°i�aslc that at ;>ixart si�rt and
close: ai;, ow;ll -"
7. p C Sty a:3; <- lleaaaa ass I In 13 3fa£i to rc� Steady -� urn warrning lights rn ty ia� used art charm tizsaa
devir es sc p r t hag tlae t l vr"UT sidmalk", fraatt vehiguhw traffic
8- Barns, audi as, RIGHT (LFFT)9 taaay= he placed along! aamnippatry sidewalk to guide or direct
lsr.els;�trzuns.
NOTES:
1. STANDARD DETAILS ARE FROM THE MANUAL ON UNIFORM TRAFFIC. CONTROL DEVICES (MUTCD) 2003 EDITION.
2. TRAFFIC CONTROL REQUIREMENTS MAY BE ADJUSTED DUE TO ACTUAL TRAFFIC CONDITIONS DURING CONSTRUCTION.
3. ROAD CLASSIFICATIONS ARE AS FOLLOWS.
TWO -LANE (REQUIRING FLAGGERS): BUCK JONES ROAD
TWO -LANE LOW VOLUME: DANA DRIVE, LAKESIDE DRIVE
KHA PROJECT
01 1274031
DATE
7 -9 -2014
SCALE N/A
DESIGNED BY DS
DRAWN BY JCB
CHECKED BY JJP
REX SEWER UPGRADE
PREPARED FOR
REX HEALTHCARE, INC.
SEAL:
Figure $H -1t3 Lane Closure on Minor Street (TA -18)
Typical Application 18
Sea `ratites 6H -2 ranj 6H-3
for thy. ,ra eanIng of she
5yr�b€ E; acsttt�t i t�
wdeq uwd in this figuro,
to (J3$ta€tt9d
itod AttO:iil stet ( ? G t�tl
Boffer 'ipac
(optioaaij
(f) MAX-
Notes for Figure 6H-18-Typical Applic tion IS
Line Closure on Minor Stmt
Standard-
1. This '1 i'C shall be wwwd only for low -speed facilities having iron° traffic voluanes.
>r ,
)rte t.
1 Who; rr the -ir ark ,pa ciLd is stlofi. where voasdl user; czmstv tiie roadway €vycxid, and whexe volu aw is fog,
., ' .ic e
jai °u° tE fy - .f' -•„a,
� €I i Lrrtrx c rta,c} a� °,ci rcpt lzat €tam.
Standard;
3. Where vehicular tratific cannot ttffectivet y self-regulate, tow err tai °o fi:tl;gets �liali he used tai
illustraWd in Fk -urtr lilt -10.
f ?piisasi:
4. F+Eaa hing waantilig lights -and or flags may 40 us'W to tl autntion to the ad atncc Warming signs.
5, A ttxtck- tai. €.tuaitrct attetata.zt €:.t 3aay be its on ilia xas.rk vehicle and the-shadow vehicle,
Table 6H-3. Meaning of Letter Codes on
Typical Application Diagrams
]
1
Road Type
Distance Between S€ ns"
�
A
B
C
Urban (low speed)'
000)
30 (100)
30 (100)
Urban (high speed)`
1()0 (350)
100 (350)
10() (p5f1).
Aural
I. so ( ) -
350 (600")
ISO (5m)
Expres y l Freeway.
30th (1,000,
450 (1, WO)
600 (2.640)
S old wa3egsiry to be rieterr shied key' i -'phi w agency
Distak1cw, are shown ara rraetets (fetes). The cohiriiea headings oaf 8, end C are rite dir Qnsions'
sftwm it Figures 6H -1 th:vugts tiff -4& The A dimension is the d=,sta '* vmm the transitfora or
point of to the first sign. The B dimension is rite distanou boxmven the first and secsncl
si ns. The C dirrseniicn is the dtstaance between tier"+ second and lhiiO signs. - (Free third sign. is We
first one in a three -sign fwries efvounwed by a driver approaching at Tic arena ")
Table 611 -4. Formula for Determining Taper Lengths
w he,�e: L � taper lenr th in taiea (feet]
W � Width of offsot In queters (feet)
S z p o-med speed HH.nia, or at( -peak 35tfa -p rc n$lte speed prior to work starting, or gie
anlJcipated operating speed in km1h (mph)
FINAL DRAWINGS
NOT FOR CONSTRUCTION
CITY OF RALEIGH
All Construction must be In accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING
FIRE
URBAN FORESTRY
MUTCD STANDARD TRAFFIC
CONTROL DETAILS
SHEET NUMBER
10
OF
14
Taper Length (L)
Speed Limit (S)
IVlraters
60 krn/h or less
L L S
mph or lass
1
iCa k£it or mate
L WS
w he,�e: L � taper lenr th in taiea (feet]
W � Width of offsot In queters (feet)
S z p o-med speed HH.nia, or at( -peak 35tfa -p rc n$lte speed prior to work starting, or gie
anlJcipated operating speed in km1h (mph)
FINAL DRAWINGS
NOT FOR CONSTRUCTION
CITY OF RALEIGH
All Construction must be In accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING
FIRE
URBAN FORESTRY
MUTCD STANDARD TRAFFIC
CONTROL DETAILS
SHEET NUMBER
10
OF
14
Taper Length (L)
Sid Limit (S)
Feet
mph or lass
i
mph or more
L = S
w he,�e: L � taper lenr th in taiea (feet]
W � Width of offsot In queters (feet)
S z p o-med speed HH.nia, or at( -peak 35tfa -p rc n$lte speed prior to work starting, or gie
anlJcipated operating speed in km1h (mph)
FINAL DRAWINGS
NOT FOR CONSTRUCTION
CITY OF RALEIGH
All Construction must be In accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING
FIRE
URBAN FORESTRY
MUTCD STANDARD TRAFFIC
CONTROL DETAILS
SHEET NUMBER
10
OF
14

W
0
0
z
0
U
v
L�
L=
i�
e�
i
n
Q
rJ
a
X
I
0
0
0
rr
I
J
x
`1-
U0
N
0
0
Y
Q
0
J
Q
Y
i
Y
n
x
n
SIM
I V !N(N) _32_�,21 l
INV T(S)�32&2i'
T 1W
$ i n
i.�.ti- :�.: .... ..
3Ss :4 ---24
^.— .w,r_.s. f .l •"'-` 3 ."'•.x' 1k:?. ' •_,- a,4`- "^�.q.�ti.� ''-A^c
R00=33 5.34
;NV OUT(E)= 325. 4' i
I - F"H MM
,n "GOO T COVE-ii O "r= LANCE"
ELF VW, .33.5_65"
Li F
cc
�► INSTALL GRAVITY SEWER AN
o WITHIN INTERSECTION WHILE
WYCLIFF ROAD TRAFFIC AND
z LAKE BOONE TRAIL TRAFFIC
o # TEMPORARILY CLOSE WEST
m BOONE TRAIL LANES AND I
w ROUTE SHOWN ON SHEET 9 4
g�
in
v
NOTES:
ADAPT THE TRAFFIC CONTROL PLANS, WHEN DIRECTED BY THE ENGINEER, TO MEET FIELD
CONDITIONS TO PROVIDE SAFE AND EFFICIENT TRAFFIC MOVEMENT. CHANGES MAY BE REQUIRED
WHEN PHYSICAL DIMENSIONS IN. THE DETAIL DRAWINGS, STANDARD DETAILS AND ROADWAY
DETAILS ARE NOT ATTAINABLE, OR RESULT IN DUPLICATE, OR UNDESIRED OVERLAPPING OF
DEVICES. MODIFICATION MAY INCLUDE: MOVING, SUPPLEMENTING, COVERING OR REMOVAL OF
DEVICES.
THE FOLLOWING GENERAL NOTES APPLY AT ALL TIMES FOR THE DURATION OF THE
CONSTRUCTION PROJECT, EXCEPT WHEN OTHERWISE NOTED IN THE PLAN, OR DIRECTED BY THE
ENGINEER.
TIME RESTRICTIONS:
A) DO NOT CLOSE OR NARROW TRAVEL LANES AS FOLLOWS:
ROAD NAME DAY AND TIME RESTRICTIONS
LANDMARK DRIVE 6:00 AM - 9:00 AM AND 4:00 PM - 7:00 PM MONDAY - FRIDAY
LAKE BOONE TRAIL 8 :00 AM - 8:00 PM MONDAY- FRIDAY
WYCLIFF ROAD 8:00 AM - 8:00 PM MONDAY- FRIDAY
B) UPON APPROVAL BY THE ENGINEER, CITY, NCDOT, AND /OR PROJECT INSPECTOR, THE
CONTRACTOR SHALL BE
PERMITTED TO WORK DURING THE FOLLOWING HOLIDAYS: NEW YEARS, EASTER, MEMORIAL DAY,
INDEPENDENCE DAY,
LABOR DAY, THANKSGIVING, AND CHRISTMAS.
C) EXCEPT AS PERMITTED AND NOTED ON THIS SHEET DO NOT CLOSE ROADS UNLESS
OTHERWISE DIRECTED BY THE ENGINEER, CITY OR NCDOT, AS FOLLOWS:
R08D NAME - DAY AND TIME RESTRICTIONS
LANDMARK DRIVE ANYTIME
LAKE: BOONE TRAIL
WYCLIFF ROAD
D) CONTACT POLICE, FIRE AND RESCUE, AND PUBLIC TRANSIT AGENCIES PRIOR TO ROAD
CLOSURE AND IMPLEMENTATION OF DETOUR ROUTE. AFFECTED SERVICES WITHIN THIS PROJECT:
- CAT BUS ROUTE 4 AND 16 - CITY FO RALEIGH FIRE STATION 14
CONTACT CAT AT (919) 485 -7433 CONTACT : 919 -831 -6115
- REX HOSPITAL
CONTACT: 919- 784 -3100
E) MAINTAIN ACCESS TO ALL PROPERTIES AT ALL TIMES THROUGHOUT CONSTRUCTION.
F) PER DIRECTION OF THE ENGINEER AND AS ACTUAL FIELD CONDITIONS WARRANT, THE
CONTRACTOR SHALL ADJUST THE LOCATION AND SPACING OF ADVANCE SIGNING, DETOUR
SIGNING, AND ASSOCIATED TRAFFIC CONTROL DEVICES.
G) CONTRACTOR SHALL NOTIFY PROPERTY OWNERS PRIOR TO CONSTRUCTION ADJACENT TO
EACH RESPECTIVE PROPERTY AND PROVIDE AN ESTIMATED COMPLETION DATE. PROPERTY OWNERS
ADJACENT TO EACH PHASE /AREA OF CONSTRUCTION SHALL BE NOTIFIED AT LEAST TWO WEEKS
D MANHOLE
MAINTAINING
EASTBOUND
(ONE LANE).
BOUND LAKE
MPLEMENT DETOUR
n
O
U 2014 K
No. REVISIONS DATE BY 3001 W
o This document, together with the concepts and designs presented herein, as an instrument of service, is intended only PHONE: 9
for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without NC LICENSE
owritten authorization and adaptation by Kimsey —Horn and Associotes, Inc. shall be without liability to Kimsey —Horn and
Associates, Inc.
l O
O
,rte ��> 1j'� �i f► f+
INSTALL GRAVITY SEWER AND MANHOLES
WITHIN WYCLIFF ROAD WHILE MAINTAINING CA O
TRAFFIC USING TEMPORARY LANE CLOSURES
r� YNO
IN ACCORDANCE WITH NCDOT STD. DING. :�
" 9101.02 AND MUTCD DETAILS SHOWN ON `y l _ r
RIV, 33& &7' SHEET 10. i��,g �; ; �"
li °t> d�} 3�,a ,• ti's f Y
I >E �f O T(S)=323.57' M�W'RED I, . P i N ER LL r F.'� �,o' ` Y
7
t
f
39 56
DiSIJ
H f
\
.� `i � ` /i�°'�a : -yT ._. �'.: �`� ��..�.. � � � � � ���.,``� �� ,...,.... -- "_,"'"' W"" ��� to O ./ �' ° �,�""�, '.�'"°'-•...
?� N VA \-r-.' - - ., ' "•." - ^'r _.""^ - ""^'"" r
}�E�w '�.,, .•;�." ::•: • '/1
�? ; fit• :•.: :; L ,(� \ ,� - �" ; W^ ! ..� -.•' �S'
B -9 ':.. ''µ f "� �,�.rr -t 5"r' �^.rr "r `•f .r'" 9 "�O" �,,JJ:»„°'�
f •' I ,r `� - t� �` �� - ° ` ! � ✓ I NI ! f (N,'• ° 33 L 1 `,.i s ry - �,..._ .�.-,- .w.- y,. "r` $"''� p .✓ �� � „N"` ' `�'
ss7 .. ®� \ ` `Li rte.- y+," vi, i� i� .�•' - `z s ......�..n -"''`� ..//
.L • -.. - \ \ . `1, F W4 ? Lf 3 � .2 = �7 1 . a .' s_i'. i-:..F i � V ,�.�. .v j '` „Y - :..../ - r'�.✓' / F i
! \ C YY I -
IN- - +0
SS
h
SS Mr H— 22
I:l 33.27. a
INN C) T(sw)- �3G.77'
PRIOR TO COMMENCEMENT OF CONSTRUCTION AND /OR ROAD, INTERSECTION, AND /OR DRIVEWAY
CLOSURES AFFECTING EACH PROPERTY.
H) CONTRACTOR SHALL MAINTAIN ACCESS AT ALL TIMES FOR EMERGENGY VEHICLES AT FIRE
STATION 14 AND REX HOSPITAL.
LANE AND SHOULDER_ CLOSURE REQUIREMENTS
1) REMOVE LANE CLOSURE DEVICES FROM THE LANE WHEN WORK IS NOT BEING PERFORMED
BEHIND THE LANE CLOSURE OR WHEN A LANE CLOSURE IS NO LONGER NEEDED OR AS
DIRECTED BY THE ENGINEER.
J) WHEN PERSONNEL AND /OR EQUIPMENT ARE WORKING WITHIN 15 FT OF AN OPEN TRAVEL.
LANE, CLOSE THE NEAREST OPEN SHOULDER USING ROADWAY STANDARD DRAWING NO.
1101.04 UNLESS THE WORK AREA IS PROTECTED BY BARRIER OR GUARDRAIL OR A LANE
CLOSURE IS INSTALLED.
K) WHEN PERSONNEL AND /OR EQUIPMENT ARE WORKING ON THE SHOULDER ADJACENT TO AN
UNDIVIDED FACILITY AND WITHIN 5 FT OF AN OPEN TRAVEL LANE, CLOSE THE NEAREST
OPEN TRAVEL LANE USING ROADWAY STANDARD DRAWING NO. 1101.02 UNLESS THE WORK
AREA IS PROTECTED BYBARRIER OR GUARDRAIL.
WHEN PERSONNEL AND /OR EQUIPMENT ARE WORKING ON THE SHOULDER ADJACENT TO A
DIVIDED FACILITY AND WITHIN 10 FT OF AN OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN
TRAVEL LANE USING ROADWAY STANDARD DRAWING NO. 1101.02 UNLESS THE WORK AREA
IS PROTECTED BY BARRIER OR GUARDRAIL.
L) WHEN PERSONNEL AND /OR EQUIPMENT ARE WORKING WITHIN A LANE OF TRAVEL OF AN
UNDIVIDED OR DIVIDED FACILITY, CLOSE THE LANE ACCORDING TO THE TRAFFIC CONTROL
PLANS, ROADWAY STANDARD DRAWINGS, OR AS DIRECTED BY THE ENGINEER. CONDUCT
THE WORK SO THAT ALL PERSONNEL AND /OR EQUIPMENT REMAIN WITHIN THE CLOSED
TRAVEL LANE.
M) DO NOT WORK SIMULTANEOUSLY WITHIN 15 FT ON BOTH SIDES OF AN OPEN TRAVELWAY,
RAMP, OR LOOP WITHIN THE SAME LOCATION UNLESS PROTECTED WITH GUARDRAIL OR
BARRIER,
PAVEMENT EDGE DROP OFF REQUIREMENTS
N) BACKFILL AT A 6:1 SLOPE UP TO THE EDGE AND ELEVATION OF EXISTING PAVEMENT IN
AREAS ADJACENT TO AN OPENED TRAVEL LANE THAT HAS AN EDGE OF PAVEMENT
DROP -OFF AS FOLLOWS:
BACKFILL DROP -OFFS THAT EXCEED 2 INCHES ON ROADWAYS WITH POSTED SPEED LIMITS
OF 45 MPH OR GREATER.
BACKFILL DROP -OFFS THAT EXCEED 3 INCHES ON ROADWAYS WITH POSTED SPEED LIMITS
LESS THAN 45 MPH.
BACKFILL WITH SUITABLE COMPACTED MATERIAL, AS APPROVED BY THE ENGINEER, AT NO
EXPENSE TO THE DEPARTMENT.
0) INSTALL ADVANCE WORK ZONE WARNING SIGNS WHEN WORK IS WITHIN 40 FT FROM THE
KHA PROJECT
Kimlavy-H4 n
011274031 E
and Associates Inc. 7- 92014 REX
sGAi_E 1" = 40'
IMLEY -HORN AND ASSOCIATES, INC.
WE PARKWAY, CARY, NC 27513 DESIGNED BY DS RE
19-- 677 -2000 FAX: 919 ---677 -2050 DRAWN BY JGB
#F-0102 WWW.KIMLEY-- HORN.COM
CHECKED BY JJP
Z340
49
POND B
zz GRAPHIC SCALE IN FEET
0 20 40 80
EDGE OF TRAVEL LANE AND NO MORE THAN THREE (3) DAYS PRIOR TO THE BEGINNING OF
CONSTRUCTION.
P) PROVIDE SIGNING AND DEVICES REQUIRED TO CLOSE THE ROAD ACCORDING TO THE
ROADWAY STANDARD DRAWINGS AND TRAFFIC CONTROL PLANS.
PROVIDE SIGNING REQUIRED FOR THE OFF -SITE DETOUR ROUTE AS SHOWN IN THE TRAFFIC
CONTROL PLANS.
Q) COVER OR REMOVE ALL SIGNS AND DEVICES REQUIRED TO CLOSE THE ROAD WHEN ROAD
CLOSURE IS NOT IN OPERATION.
COVER OR REMOVE ALL SIGNS REQUIRED FOR THE OFF -SITE DETOUR WHEN THE DETOUR IS
NOT IN OPERATION.
R) ENSURE ALL NECESSARY SIGNING IS IN PLACE PRIOR TO ALTERING ANY TRAFFIC PATTERN.
S) INSTALL BLACK ON ORANGE "DIP" SIGNS (W8 -2) AND /OR "BUMP" SIGNS (W8 -1) IN
ADVANCE OF THE UNEVEN AREA, OR AS DIRECTED BY THE ENGINEER.
TRAFFIC CONTROL DEVICES
T) WHEN LANE CLOSURES ARE NOT IN EFFECT SPACE CHANNELIZING DEVICES IN WORK AREAS
NO GREATER IN FEET THAN TWICE: THE POSTED SPEED LIMIT (MPH) EXCEPT, 10 FT
ON- CENTER IN RADII, AND 3 FT OFF THE EDGE OF AN OPEN TRAVELWAY. REFER TO
STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES SECTIONS 1130 (DRUMS), 1135
(CONES) AND 1180 (SKINNY DRUMS) FOR ADDITIONAL REQUIREMENTS.
U) PLACE TYPE III BARRICADES, WITH "ROAD CLOSED" SIGN R11 -2 ATTACHED, OF SUFFICIENT
LENGTH TO CLOSE ENTIRE ROADWAY.
V) PLACE ADDITIONAL SETS OF THREE CHANNELIZING DEVICES PERPENDICULAR TO THE EDGE
OF TRAVELWAY ON 500 FT CENTERS WHEN UNOPENED LANES ARE CLOSED TO TRAFFIC.
W) CONTRACTOR SHALL MAINTAIN SIDEWALK ACCESS AT ALL TIMES AS STATED IN THE
PHASING. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE TEMPORARY SIDEWALKS
(CONCRETE, ASPHALT, OR OTHER SUITABLE MATERIAL AS APPROVED BY THE ENGINEER) AT
ALL LOCATIONS WHERE THE OPEN PEDESTRIAN TRAVELWAY HAS BEEN REMOVED FOR
CONSTRUCTION OPERATIONS (UTILITIES, DRAINAGE, ETC.).
SEWER UPGRADE
PREPARED FOR
:HEALTHCARE, INC.
SEAL;
WORK OCCURING ALONG WYCLIFF ROAD SHALL BEGIN AT 8:00 PM
AND END AT 6:00 AM THE FOLLOWING MORNING. CONTRACTOR
SHALL BE REQUIRED TO FOLLOW "APPROVED BYPASS PUMPING
PLAN" IN ORDER TO ADHERE TO TIME RESTRICTIONS. ROADWAY
CUTS THAT ARE NOT COMPLETED AND PATCHED SHALL BE
COVERED WITH TRAFFIC BEARING STEEL PLATE AND THE ROADWAY
SHALL BE REOPENED TO THE EXISTING TRAFFIC PATTERN, UNLESS
OTHERWISE APPROVED BY CITY, NCDOT, AND THE ENGINEER.
REFER TO PROJECT SPECIFICATIONS FOR LIQUIDATED DAMAGES.
FINAL DRAWINGS
NOT FOR CONSTRUCTION
CITY OF RALEIGH
Ali Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING
FIRE
URBAN FORESTRY
TRAFFIC CONTROL DETAIL
LAKE BOONE TRAIL
AND WYCLIFF ROAD
SHEET NUMBER
11
OF
14

t 1 t t iNV £.3 M'-Q-35- .
am,
MM =367 50' I
'A" 11
3 i"' TS 5 d. � 5 4.,3,.,_, V ps i
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of �� �. U -.., -1 i:�`�.�.i'r�. 132, .�r'Ei „_�.��.„� ;a,- zl - t : !� €C..ri33.SL'..
if k_;�s fR $ l §' � ' i'i� `""v �. .,r.= - 'INV '�} 1 �1 �i = u, St:.l- %2,14'
�
ry
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\`y INSTAL GRAVITY SEWER AND
rc"1� �.✓,- '�'�t wt j
`� � �`^' � � s /�z ✓” -f "��� � �iW ��i�sa -: � 8 - � � � 4l t � �' � -.��.. MANHOLES WITHIN LANDMARK DRIVE e
UNDER A TEMPORARY ROAD CLOSURE
f'ci:wi °� USING THE DETOUR ROUTE SHOWN ON
q ✓ SHEET 13. N
...5.. N11 i— 3 ,.• "^�a
I ;`i E 1Y .d i,°i's B L.),\
1 iNV OUT(E) =351.1)3
I f j 1` �.` j o _ E
"BOLT c)'� °,4 6 `F ANGE'
! 1 �;• ;% i - r INV iNIWI) 347.33'
CAPPED 4" SEW � � >x z
INV ;S (S)=34 TOT
' �
SERV 'j�? O i 3.4 3'
'S •^,_ »°^`-- _ ,'� % �� ?�tfr `�fr � r° r ,' ` � ��— �'� f ���t� = ,6,'.";4°4 �
' 7- , DUKE ENERGY
} –.a P01 F NO 9YV40
TA
© SSH -1 t'°
Q RI = 354.33' s} .
INV 1N(, )=336.73' p � � � f O-4 �
INV i�i(E)} 335.9',3'
!KI I { E3 -33 .fl3° C \_SSMH-18 1
c >
INV OUT(SW)=335,93' �:Iivt==;�45_55' W
LL
INV M(NE)=334.60' RIM= 87'
N �V i(��1 –y 7
. -T
INY ss
V
yD
J
G'3
C3
NOTES
ADAPT THE TRAFFIC CONTROL PLANS, WHEN DIRECTED BY THE ENGINEER, TO MEET FIELD
CONDITIONS TO PROVIDE SAFE AND EFFICIENT TRAFFIC MOVEMENT. CHANGES MAY BE REQUIRED
WHEN PHYSICAL DIMENSIONS IN THE DETAIL DRAWINGS, STANDARD DETAILS AND ROADWAY
o DETAILS ARE NOT ATTAINABLE, OR RESULT IN DUPLICATE, OR UNDESIRED OVERLAPPING OF
� DEVICES. MODIFICATION MAY INCLUDE: MOVING, SUPPLEMENTING, COVERING OR REMOVAL OF
DEVICES.
0
c�
1
Q
E
0
r
i
Q
x
0
_a
Q
Y
S3
x
Y
n
n
T
U
D
THE FOLLOWING GENERAL NOTES APPLY AT ALL TIMES FOR THE DURATION OF THE
CONSTRUCTION PROJECT, EXCEPT WHEN OTHERWISE NOTED IN THE PLAN, OR DIRECTED BY THE
ENGINEER,
TIME REST ICTIO S.
A) DO NOT CLOSE OR NARROW TRAVEL LANES AS FOLLOWS:
ROAD AM AND TIME- RESTRICTIO S
LANDMARK DRIVE 6:00 AM — 9:00 AM AND 4:00 PM — 7.00 PM MONDAY — FRIDAY
LAKE BOONE TRAIL 6:00 AM — 8 :00 PM MONDAY— FRIDAY
WYCLIFF ROAD 6:00 AM — 8:00 PM MONDAY --- FRIDAY
B) UPON APPROVAL BY THE ENGINEER, CITY, NCDOT, AND /OR PROJECT INSPECTOR, THE
CONTRACTOR SHALL BE
PERMITTED TO WORK DURING THE FOLLOWING HOLIDAYS: NEW YEARS, EASTER, MEMORIAL DAY,
INDEPENDENCE DAY,
LABOR DAY, THANKSGIVING, AND CHRISTMAS.
C) EXCEPT AS PERMITTED AND NOTED ON THIS SHEET DO NOT CLOSE ROADS UNLESS
OTHERWISE DIRECTED BY THE ENGINEER, CITY OR NCDOT, AS FOLLOWS:
ROAD NAME DAY AND TIME STRICTI NS
LANDMARK DRIVE ANYTIME
LAKE BOONE TRAIL
WYCLIFF ROAD
D) CONTACT POLICE, FIRE AND RESCUE, AND PUBLIC TRANSIT AGENCIES PRIOR TO ROAD
CLOSURE AND IMPLEMENTATION OF DETOUR ROUTE. AFFECTED SERVICES WITHIN THIS PROJECT:
— CAT BUS ROUTE 4 AND 16 — CITY FO RALEIGH FIRE STATION 14
CONTACT CAT AT (919) 485 -7433 CONTACT : 919-831-6115
— REX HOSPITAL
CONTACT: 919- -- 784 -3100
E) MAINTAIN ACCESS TO ALL PROPERTIES AT ALL TIMES THROUGHOUT CONSTRUCTION.
F) PER DIRECTION OF THE ENGINEER AND AS ACTUAL FIELD CONDITIONS WARRANT, THE
CONTRACTOR SHALL ADJUST THE LOCATION. AND SPACING OF ADVANCE SIGNING, DETOUR
SIGNING, AND ASSOCIATED TRAFFIC CONTROL DEVICES.
G) CONTRACTOR SHALL NOTIFY PROPERTY OWNERS PRIOR TO CONSTRUCTION ADJACENT TO
EACH RESPECTIVE PROPERTY AND PROVIDE AN ESTIMATED COMPLETION DATE. PROPERTY OWNERS
ADJACENT TO EACH PHASE /AREA OF CONSTRUCTION SHALL BE NOTIFIED AT LEAST TWO WEEKS
No. REVISIONS DATE BY
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only
m for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without
written authorization and adaptation by Kimtey –Horn and Associates, Inc. sholl be without liability to Kimley –Horn and
l Associates, Inc.
PRIOR TO COMMENCEMENT OF CONSTRUCTION AND /OR ROAD, INTERSECTION, AND /OR DRIVEWAY
CLOSURES AFFECTING EACH PROPERTY.
H) CONTRACTOR SHALL MAINTAIN ACCESS AT ALL TIMES FOR EMERGENCY VEHICLES AT FIRE
STATION 14 AND REX HOSPITAL.
LANE AND SH U DER CLOSUR E REQUIR NT
1) REMOVE LANE CLOSURE DEVICES FROM THE LANE WHEN WORK IS NOT BEING PERFORMED
BEHIND THE LANE CLOSURE OR WHEN A LANE CLOSURE IS NO LONGER NEEDED OR AS
DIRECTED BY THE ENGINEER.
J) WHEN PERSONNEL AND /OR EQUIPMENT ARE WORKING WITHIN 15 FT OF AN OPEN TRAVEL
LANE, CLOSE THE NEAREST OPEN SHOULDER USING ROADWAY STANDARD DRAWING NO.
1101.04 UNLESS THE WORK AREA IS PROTECTED BY BARRIER OR GUARDRAIL OR A LANE
CLOSURE IS INSTALLED.
K) WHEN PERSONNEL AND /OR EQUIPMENT ARE WORKING ON THE SHOULDER ADJACENT TO AN
UNDIVIDED FACILITY AND WITHIN 5 FT OF AN OPEN TRAVEL LANE, CLOSE THE NEAREST
OPEN TRAVEL LANE USING ROADWAY STANDARD DRAWING NO. 1101.02 UNLESS THE WORK
AREA IS PROTECTED BYBARRIER OR GUARDRAIL.
WHEN PERSONNEL AND /OR EQUIPMENT ARE WORKING ON THE SHOULDER ADJACENT TO A
DIVIDED FACILITY AND WITHIN 10 FT OF AN OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN
TRAVEL LANE USING ROADWAY STANDARD DRAWING NO. 1101.02 UNLESS THE WORK AREA
IS PROTECTED BY BARRIER OR GUARDRAIL.
L) WHEN PERSONNEL AND /OR EQUIPMENT ARE WORKING WITHIN A LANE OF TRAVEL OF AN
UNDIVIDED OR DIVIDED FACILITY, CLOSE THE LANE ACCORDING TO THE TRAFFIC CONTROL
PLANS, ROADWAY STANDARD DRAWINGS, OR AS DIRECTED BY THE ENGINEER. CONDUCT
THE WORK SO THAT ALL PERSONNEL AND /OR EQUIPMENT REMAIN WITHIN THE CLOSED
TRAVEL LANE.
M) DO NOT WORK SIMULTANEOUSLY WITHIN 15 FT ON BOTH SIDES OF AN OPEN TRAVELWAY,
RAMP, OR LOOP WITHIN THE SAME LOCATION UNLESS PROTECTED WITH GUARDRAIL OR
BARRIER.
PAVEMENT EDGE DROP OFF REQUIREMENTS
N) BACKFILL AT A 6:1 SLOPE UP TO THE EDGE AND ELEVATION OF EXISTING PAVEMENT IN
AREAS ADJACENT TO AN OPENED TRAVEL LANE THAT HAS AN EDGE OF PAVEMENT
DROP —OFF AS FOLLOWS:
BACKFILL DROP --OFFS THAT EXCEED 2 INCHES ON ROADWAYS WITH POSTED SPEED LIMITS
OF 45 MPH OR GREATER.
BACKFILL DROP - --OFFS THAT EXCEED 3 INCHES ON ROADWAYS WITH POSTED SPEED LIMITS
LESS THAN 45 MPH.
BACKFILL WITH SUITABLE COMPACTED MATERIAL, AS APPROVED BY THE ENGINEER, AT NO
EXPENSE TO THE DEPARTMENT.
0) INSTALL ADVANCE WORK ZONE WARNING SIGNS WHEN WORK IS WITHIN 40 FT FROM THE
I <HA PROJECT
Kiel ely'Horn 011274031
and Associates, Inc. 7 -9 DATE 2014
1 " = 40'
© 2014 KIMLEY —HORN AND ASSOCIATES, INC. SCALE
3001 WESTON PARKWAY, CARY, NC 27513 DESIGNED BY DS
PHONE: [phone] FAX: [phone] DRAWN BY JGB
NC LICENSE #E -0102 WWW,KIMLEY—HORN.COM
CHECKED BY JJP
!–
ilP
€4 9 g5 0 SSMri- 7
sal ^® -38.4.42.
a2
INV 11'4�N3_ f7 4 92'
INV r; -I_(SE7 _,. '7 2_
ti
EDGE OF TRAVEL LANE AND NO MORE THAN THREE (3) DAYS PRIOR TO THE BEGINNING OF
CONSTRUCTION.
P) PROVIDE SIGNING AND DEVICES REQUIRED TO CLOSE THE ROAD ACCORDING TO THE
ROADWAY STANDARD DRAWINGS AND TRAFFIC CONTROL PLANS.
PROVIDE SIGNING REQUIRED FOR THE OFF —SITE DETOUR ROUTE AS SHOWN IN THE TRAFFIC
CONTROL PLANS.
Q) COVER OR REMOVE ALL SIGNS AND DEVICES REQUIRED TO CLOSE THE ROAD WHEN ROAD
CLOSURE IS NOT IN OPERATION.
COVER OR REMOVE ALL SIGNS REQUIRED FOR THE OFF —SITE DETOUR WHEN THE DETOUR IS
NOT IN OPERATION.
R) ENSURE ALL NECESSARY SIGNING IS IN PLACE PRIOR TO ALTERING ANY TRAFFIC PATTERN.
S) INSTALL BLACK ON ORANGE "DIP" SIGNS (W8 -2) AND /OR "BUMP" SIGNS (W8 -1) IN
ADVANCE OF THE UNEVEN AREA, OR AS DIRECTED BY THE ENGINEER.
TRAFFIC QONTEOL DEVICES
T) WHEN LANE CLOSURES ARE NOT IN EFFECT SPACE CHANNELIZING DEVICES IN WORK AREAS
NO GREATER IN FEET THAN TWICE THE POSTED SPEED LIMIT (MPH) EXCEPT, 10 FT
ON--- CENTER IN RADII, AND 3 FT OFF THE EDGE OF AN OPEN TRAVELWAY. REFER TO
STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES SECTIONS 1130 (DRUMS), 1135
(CONES) AND 1180 (SKINNY DRUMS) FOR ADDITIONAL REQUIREMENTS.
U) PLACE TYPE III BARRICADES, WITH "ROAD CLOSED" SIGN R11 -2 ATTACHED, OF SUFFICIENT
LENGTH TO CLOSE ENTIRE ROADWAY.
V) PLACE ADDITIONAL SETS OF THREE CHANNELIZING DEVICES PERPENDICULAR TO THE EDGE
OF TRAVELWAY ON 500 FT CENTERS WHEN UNOPENED LANES ARE CLOSED TO TRAFFIC.
W) CONTRACTOR SHALL MAINTAIN SIDEWALK ACCESS AT ALL TIMES AS STATED IN THE
PHASING. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE TEMPORARY SIDEWALKS
(CONCRETE, ASPHALT, OR OTHER SUITABLE MATERIAL AS APPROVED BY THE ENGINEER) AT
ALL LOCATIONS WHERE THE OPEN PEDESTRIAN TRAVELWAY HAS BEEN REMOVED FOR
CONSTRUCTION OPERATIONS (UTILITIES, DRAINAGE, ETC.).
REX SEWER UPGRADE
PREPARED FOR
REX HEALTHCARE, INC.
SEAL:
+F
M Z
0
ry Z
W
Q W,..
;�3 W
FINAL DRAWINGS
NOT FOR CONSTRUCTION
GRAPHIC SCALE IN FEET
0 20 40 80
CITY OF RALEIGH
All Construction must be in accordance with ail Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWtATER
PLANNING
FIRE
URBAN FORESTRY
TRAFFIC CONTROL DETAIL
LANDMARK DRIVE
SHEET NUMBER
12
OF
14

DETOUR SIGNS
FI-31
TYPE III R11-2
BARACADE 48"x3O"
"AV A
I
,qk&1q%L,%k I
INN
FBI
R11-4 TYPE III R11-4
60"x30" WING BARACADE 60"x30"
ROAD CLOSED ROAD CLOSED'
TO TO
T U
THRU TRAFFIC TLHRUTRAFFF'10
ii am
iikAO—inD
M8 1 OR tyl
60"x30" 60"X30"
z
Z
.... .. .. ........
ra
Q)
END
DETOUR
M4-8c NEXT LEFT SP 4L
= =x18. 42" 12 "
0
24 x
0
j
SP-4R
]R
M4-9
M4-9
M4-9
0
30"x24"
30%24"
LJ
30%24"
LOSED
ULIUUN
LANDMARK)
I
SD-1
(LANDMARK
SD-1
LANDMARK)
I DRIVE
SD-1
C
rD
-a
76
J 0
x
A
> ------ . .....
---------- ---
. ........ ..
o
--- -- - _ - - - - -- ----
il
�j
ai
No. REVISIONS DATE BY
01
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only
for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without
written authorization and adaptation by K-imley—Horn and Associates, Inc. shad be without liability to Kimley—Horn and
Associates, Inc.
FC]
R11-2 TYPE III R11 — 2
48"x3O" WING BARACADE 48"X30"
.kk Mk Effie ROSED OAD
CL
IM 44111k(11111A MIS
tj M8-10L Lj M8 10L
60%30" 60"x3O*'
A.
KimieywHorn
and Associates, Inc.
0 2014 KIMLEY—HORN AND ASSOCIATES, INC.
3001 WESTON PARKWAY, CARY, NC 27513
PHONE: [phone] FAX: [phone]
NC LICENSE #F-0102 WWW.KIMLEY—HORN.COM
Faq
0
Q)
END
DETOUR
M4-8c NEXT LEFT SP 4L
= =x18. 42" 12 "
0
24 x
0
j
SP-4R
]R
M4-9
M4-9
M4-9
ROAD
ROAD
30"x24"
30%24"
30%24"
LOSED
ULIUUN
LANDMARK)
I
SD-1
(LANDMARK
SD-1
LANDMARK)
I DRIVE
SD-1
AHEAD.
M6-3
21 %15
M6-1
21 "x15"
M6-11-
21 "x15"
W20-3
W20-3
�
4 8�%. 4 8
48 "x48"
A
> ------ . .....
---------- ---
. ........ ..
o
--- -- - _ - - - - -- ----
il
�j
ai
No. REVISIONS DATE BY
01
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only
for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without
written authorization and adaptation by K-imley—Horn and Associates, Inc. shad be without liability to Kimley—Horn and
Associates, Inc.
FC]
R11-2 TYPE III R11 — 2
48"x3O" WING BARACADE 48"X30"
.kk Mk Effie ROSED OAD
CL
IM 44111k(11111A MIS
tj M8-10L Lj M8 10L
60%30" 60"x3O*'
A.
KimieywHorn
and Associates, Inc.
0 2014 KIMLEY—HORN AND ASSOCIATES, INC.
3001 WESTON PARKWAY, CARY, NC 27513
PHONE: [phone] FAX: [phone]
NC LICENSE #F-0102 WWW.KIMLEY—HORN.COM
Faq
0
Q)
END
DETOUR
M4-8c NEXT LEFT SP 4L
= =x18. 42" 12 "
0
24 x
0
j
SP-4R
]R
M4-9
M4-9
M4-9
ROAD
ROAD
30"x24"
30%24"
30%24"
LOSED
ULIUUN
LANDMARK)
I
SD-1
(LANDMARK
SD-1
LANDMARK)
I DRIVE
SD-1
AHEAD.
M6-3
21 %15
M6-1
21 "x15"
M6-11-
21 "x15"
W20-3
W20-3
�
4 8�%. 4 8
48 "x48"
KHA PROJECT
011274031
DATE
7-9-2014
SCALE 1 " = 300'
DESIGNED BY Ds
DRAWN BY JGR
CHECKED BY JJP
LAKE --11 BOONE TRAIL (R ./W VAKItz�)
RE)C SEWER UPGRADE
PREPARED FOR
REX HEALTHCARE, INC.
SEAL:
(D
Q)
END
DETOUR
M4-8c NEXT LEFT SP 4L
= =x18. 42" 12 "
24 x
j
SP-4R
NEXT RIG 11
42pt x 12
9
<
SEAL:
(D
Q)
END
DETOUR
M4-8c NEXT LEFT SP 4L
= =x18. 42" 12 "
24 x
SP-4R
NEXT RIG 11
42pt x 12
GRAPHIC SCALE IN FEET
0 150 300 600
CITY OF RALEIGH
All Construction must be In accordance with all Locai,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING
FIRE
URBAN FORESTRY
LANDMARK DRIVE CLOSURE
AND DETOUR SIGNING
SHEET NUMBER
13
OF
14
..... .... . ......
GRAPHIC SCALE IN FEET
0 150 300 600
CITY OF RALEIGH
All Construction must be In accordance with all Locai,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING
FIRE
URBAN FORESTRY
LANDMARK DRIVE CLOSURE
AND DETOUR SIGNING
SHEET NUMBER
13
OF
14

LAKE BOONE TRL SEE SHEET SD -1
UAD ����� M4 -8
Q® 24" X 12"
313 Ms -13
4V' 21" X 15"
LAKE BOONE TRL SEE SKEET sD -i
M4-8
OA
B CLOSED © 24" X 12"
Z 000 F
M5 -1 M
C�
21" X 15"
W20 3C
0 _
Q ILAKE BOONE TIRLI SEE SHEET SA -1
QHE DETOU M4 -8
W a Q 2 "4" X 12„
M� 0 3A 21" x 1 5„
Ul 445"
J
Q
W20-3A LAKE BOONE TRL SEE SHEET SD -1
0 DETOU
ROAD X M4 -8
C OEA D (D 24" X 12"
Y
Q M6 -2 L
21" X 15"
i
NEXT RIG 2 X� 2„
t
END
nL�E � DETOU
M4 -8 R
.Sz
-
€ f /
\ r'
Mff'ra-310TV
VARIES
WESTBOUND
LANES
4Y20-2 ri`
a 48" X 48'
i
r
Y
LAKE BOONE TRL SEE SHEET SID-1
CL i
3
r
IdEREilfllt
o DETOU M4 -8
24" X 12"
w
x
NOTE
REFER TO RSD 1101.03 SHEET 1 OF 9 Mb r'
-- i L �=
FOR ADVANCE WARNING SIGNAGE 21" x 15" [ �'
.: ..._
- AND BARRICADE PLACEMENT
LAKE 130ONE TRL SEE SET SD_1
LEGEND - 1
DETOU
-0-6- DETOUR ROUTE M4 -8
24" X 12"
STATIONARY SIGN '
Y N6 1
/ 21 X 15" r
R11 -2
CLOSr j
_. _h AW AW A
TYPE III BARRICADE(S)
■_ y ■"
a
R11 -4
60" x 30"
ROAD LOS
N TO
7 THRU TI7A 11 M4 -10L
n
�Erou� 48" x 18"
D' LZI
TYPE Ill BARRICADE
R11 -4
60" x 30"
ROAD CLOSED
TO
THRU TRAPAI M4 -10R
la—DETOUR 48" x 18"
J
TYPE III BARRICADE
Y_
a�
J
0
6
x)
>r
L
i
r
r�
n No. REVISIONS DATE BY
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only
for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without
written authorization and adaptation by Kimley —Horn and Associates, Inc, shall be without liability to Kimley —Horn and
Associates, Inc-
Kimley-Horn
and Associates, Inc.
O 2014 KIMLEY-- --HORN AND ASSOCIATES, INC.
3001 WESTON PARKWAY, CARY, NC 27513
PHONE: 919 -677 -- --2000 LAX: 919 --677 --2050
NC LICENSE #F -0102 WWW.KIMLEY— HORN.COM
KHA PROJECT
011274031
DATE
7 -9 -2014
SCALE 1 " = 500'
DESIGNED BY DS
DRAWN BY JG
CHECKED BY JJ'
i
I'm
Qa
INTERMEDIATE CONTRACT TIME:
THE LAKE BOONE TRAIL /WYCLIFF STREET PARTIAL
INTERSECTION CLOSURE SHALL BE IMPLEMENTED AT
8:00 PM AND REOPENED TO TRAFFIC BY 6:00 AM
THE FOLLOWING MORNING FOR A DURATION OF 4
NIGHTS. REFER TO PROJECT SPECIFICATIONS FOR
LIQUIDATED DAMAGES.
o°
�- I
IESSAGE MESSAGE
-
4
LAKE
CLOSED "
BOONE
TO THRU
TRAIL
TRAFFIC
IANGEABLE MESSAGE
i
4Y20-2 ri`
a 48" X 48'
i
r
Y
LAKE BOONE TRL SEE SHEET SID-1
CL i
3
r
IdEREilfllt
o DETOU M4 -8
24" X 12"
w
x
NOTE
REFER TO RSD 1101.03 SHEET 1 OF 9 Mb r'
-- i L �=
FOR ADVANCE WARNING SIGNAGE 21" x 15" [ �'
.: ..._
- AND BARRICADE PLACEMENT
LAKE 130ONE TRL SEE SET SD_1
LEGEND - 1
DETOU
-0-6- DETOUR ROUTE M4 -8
24" X 12"
STATIONARY SIGN '
Y N6 1
/ 21 X 15" r
R11 -2
CLOSr j
_. _h AW AW A
TYPE III BARRICADE(S)
■_ y ■"
a
R11 -4
60" x 30"
ROAD LOS
N TO
7 THRU TI7A 11 M4 -10L
n
�Erou� 48" x 18"
D' LZI
TYPE Ill BARRICADE
R11 -4
60" x 30"
ROAD CLOSED
TO
THRU TRAPAI M4 -10R
la—DETOUR 48" x 18"
J
TYPE III BARRICADE
Y_
a�
J
0
6
x)
>r
L
i
r
r�
n No. REVISIONS DATE BY
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only
for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without
written authorization and adaptation by Kimley —Horn and Associates, Inc, shall be without liability to Kimley —Horn and
Associates, Inc-
Kimley-Horn
and Associates, Inc.
O 2014 KIMLEY-- --HORN AND ASSOCIATES, INC.
3001 WESTON PARKWAY, CARY, NC 27513
PHONE: 919 -677 -- --2000 LAX: 919 --677 --2050
NC LICENSE #F -0102 WWW.KIMLEY— HORN.COM
KHA PROJECT
011274031
DATE
7 -9 -2014
SCALE 1 " = 500'
DESIGNED BY DS
DRAWN BY JG
CHECKED BY JJ'
i
I'm
Qa
INTERMEDIATE CONTRACT TIME:
THE LAKE BOONE TRAIL /WYCLIFF STREET PARTIAL
INTERSECTION CLOSURE SHALL BE IMPLEMENTED AT
8:00 PM AND REOPENED TO TRAFFIC BY 6:00 AM
THE FOLLOWING MORNING FOR A DURATION OF 4
NIGHTS. REFER TO PROJECT SPECIFICATIONS FOR
LIQUIDATED DAMAGES.
o°
�- I
IESSAGE MESSAGE
NO.1
NO.2
LAKE
CLOSED "
BOONE
TO THRU
TRAIL
TRAFFIC
IANGEABLE MESSAGE
SIGN
3
GRAPHIC SCALE IN FEET
0 250 500 1000
CITY OF RALEIGH
,li Construction must be in accordance with all Local
State, and Federal Rules and Regulations.
RANSPORTATION SERVICES
)UBLIC UTILITIES
>TORMWATER
)LANNING
-IRE
REX SEWER UPGRADE LAKE BOONE TRAIL CLOSURE 'HEEI4U�E�
PREPARED FOR
REX HEALTHCARE, INC. AND DETOUR SIGNING of
14