20140550 Ver 1_More Info Received_20140820

A.
Cher'ri Sail'th
Wetlands, Buffers, Stormwater —Compliance and Permitting Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
R,eference.- 1272 Spuntech Industries Line 5 Expansiion
Person C'ouinity, Roxborol, North Carolina
SAW-2014-011048, DWR# 14-0550
Sin�cerely,
Laura Belanger
M
Mlark Hester
CH2M Hill
1500 International Drive
Spartani!buirg, S,C 29303
Ron Ballhat
555 Northpark Drive
Roxboro, NC 27573
kk
20
PO Box 3,744 Greenville, SC 296019A

E"C34"EEREE> S4LUYIC> VS
design Engineer:
Date
Site Informatior�
Project Name
Project State
Project Loca #ion
Drainage Area, Ad
Impervious Area, Ai
Pervious Area, Ap
Impervious
Runoff Coefficient, F:;-Iv
Water Quality Volume Calculatior�s
Design storm rainfall depth, Rd
Water quality volume, WC:)!\/
Storage Compon @rat Calculatior�s
Capture 75% of WG2V
Pretreatment credit (estimated or calculated), %pre
Mass Ioadi"g calculations
Mean Annual Rainfall, P
Agency required % removal
Percent Runoff Capture (% capture)
Mean Annual FRunoff,Vt
Event Mean Concentration of Pollutant, EMC
Annual Mass Load, Mt °t»I
IFilter Systmrrm
Filtration brand
Cartridge 1-�eigl�t
Cartridge C2uar�tity Calculatios�
Mass removed by pretreatment system, Mpre
Mass load to filters after pretreatment. Mpm3 l
Estimate tM*9e required filter Efficiency, i °1rimr
Mass to be captured by filters, Mlilt,,
Maximum Cartridge Flow rata, Ca srt
Mass load per cartridge, Mart (Ibs)
Number of Cartridges required, Nr.,ass
Maximum Treatment Capacity
SUMMARY
1:>etermi"irlmg Number of
Cartridges for Volume -Based
�esigr� i■� NC
J © P
7/1 S/209 4
SpunTecl�
iVOrt" Carolina
I2oxltaoro
9_90 ac
7_60 ac
2_30
77%
0_74
'i _O in
2ss2s_-1 ft3
-19969_5 ft,
30%
45
in
85%
90%
7 ,078,355
ft3
70_0
mg /1
4709_57
Ibs
Storm F 1 Iter
27 in
Blue Cells = Iraput
IBIacK Cglls = Calculation
= O.75-W G2\/
= P'°Ad"F2v- (43560/1 2 )" %ca ptu re
(TypicalFy 60 - Res[derHal /Office, 70 - Com martial, 100 - Industrial)
= EMC�Vt"`(28.3)'�(O.000001 )"" {2.2046)
7473 Ibs = Mtotal %removal
3297 Ibs = Mtotal - Mpre
79% =1 +( %removal - 1 )/(1 - %pre)
2590 Ibs = Mpassl - Efilter
7_5 gPm =q (7.5 ft2 /cartridge)
54 Ibs = lvolcup mass load per cartridge
48 = ROLNDUP(Mfilter /Mcari3O)
0_80 =N mass"(G2car-t1449)
Mr"t>ear- Flow Rata, cfs 5_80 rtridge Flow Rate, gpr" 7.5 of Cartridges 48

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PROJECT TEAM
OWNER
SPUNTECH INDUSTRIES LTD
555 NORTHPARK DR
ROXBORO, NC 27573
SITE WORK ENGINEER
CH2MHILL
1500 INTERNATIONAL DRIVE
SPARTANBURG, SC 29303
864- 578 -2000
WETLAND PERMITTING
ENVIRONMENTAL PERMITTING
CONSULTANTS, INC.
125 WEST STONE AVE.
GREENVILLE, SC 29609
864 -271 -3040
SURVEYOR
CRUTCHFIELD & ASSOCIATES INC.
57 MOUNTAIN ROAD, SUITE B
PO BOX 176
HALIFAX, VA 24558
434 -476 -7744
WETLAND DELINEATION
TIMMONS GROUP
1001 BOULDERS PARKWAY, SUITE 300
RICHMOND, VA 23225
804 - 200 -6512
SOURCE: USGS, 7.5 MINUTE QUAD MAP, ROXBORO, NORTH CAROLINA — 2013
N
LOCATION PLAN
SCALE: 1 " =2000'
FEMA FLOOD MAP
SCALE: NONE
0
GRID NORTH
8 i" a 1,000' i4 : 1$OODJ .
PANFI. 0908)
FIRM
FLOOD INSURANCE RATE MAP
NORTH CAROLINA
i�I- ��Ekllk?
i5Ek.1�X,FTYiigs:RAlk �.4lAQ➢�Ak.'rCa�G°td n14P<. .
a�utkmn r..^r:x e . �ce i
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."� %! M! w in wx -w <n xrsnamxw !x Ilr s.xxnt
EFFECTIVE DATE
MAP NUMBER
JUNE 4, 2407
3720090840,!
�a
C -0004
Stale af*htnh
Garoiin7
FCJmi F.fnir ewt tiiima=iTIVw
1pwv i
a �w w w I
DRAWING LIST
C -0001
COVER SHEET AND VICINITY MAP
C -0002
LEGEND, ABBREVIATIONS, AND GENERAL NOTES
C -0003
STORMWATER AND NPDES NOTES
C -0004
OVERALL SITE PLAN
C -0005
SITE EXISTING CONDITIONS PLAN
C -0006
SITE DEMOLITION PLAN
C -0008A
SEQUENCE 'A' GRADING, DRAINAGE, EROSION AND SEDIMENTATION CONTROL PLAN
C -0008B
SEQUENCE W GRADING, DRAINAGE, EROSION AND SEDIMENTATION CONTROL PLAN
TOWNSHIP
A L,
C -0010
SITE SECTIONS AND DETAILS, SHEET 2
C -0011
SITE SECTIONS AND DETAILS, SHEET 3
C -0012
SITE SECTIONS AND DETAILS, SHEET 4
C -0013
SITE SECTIONS AND DETAILS, SHEET 5
C -0014
SITE SECTIONS AND DETAILS, SHEET 6
C -0015
ENLARGED PLANS - SHEET 1
C -0016
ENLARGED PLANS - SHEET 2
C -0017
SITE SANITARY SEWER PROFILES - SHEET 1
N
STATE MAP PLAN
SCALE: NONE (:i)
SITE INFORMATION
PROJECT NAME
LINE 5 EXPANSION
OWNER
SPUNTECH INDUSTRIES LTD
ADDRESS
555 NORTHPARK DR
ROXBORO, NC 27573
TELEPHONE
(336) 330 -9000
ZONING
GI
JURISDICTION
PERSON COUNTY ZONING/
CITY OF ROXBORO WATER, SEWER & FIRE
PROPOSED USE
MANUFACTURING
LOT SIZE
PARCEL 1 = 32.71 ACRES
PARCEL 2 = 22.44 ACRES
TOTAL = 55.15 ACRES
TOWNSHIP
WOODSIDALE
TAX MAP NUMBER
A5810
TAX PARCEL PIN
NUMBER
0918- 00 -53- 1735.000
TAX PARCEL RECORD
NUMBER
15900
DEED BOOK/PAGE
5161563, 646 / 211, 833 / 196, 8331198
S
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m
S E
Ix
0
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0
N
V O
CLAY �P
�O
N
ROAD MAP PLAN
SCALE: NONE
THIS DRAWING SHALL BE CONSIDERED PRELIMINARY - NOT
FOR CONSTRUCTION UNLESS PROPERLY SIGNED AND SEALED
H2MHILL(,
CH2MHILL PROJECT NO.: 490823
NORTH CAROLINA
CERTIFICATE OF LICENSURE
CH2M HILL North Carolina, Inc.
1500 International Drive
Spartanburg, SC 29303
NO. F -1277
STAMP:
1 10 JUN 2014 REVISED DRAWING LIST HMS CDw
0 21 MAY 2014 INITIAL ISSUE HMS MEH
N0. DATE 1 REVISION OR ISSUE BY CK AP
TITLE:
0 N.R $0uAteth ladusftles Ltd.
COVER SHEET &
VICINITY MAP
DRAWN: ME NESTER
DESIGNED BY: ME HESTER
DRAWING SCALE: NONE
DRAWING NUMBER:
C -0001
CHECKED BY: CD WALKER
APPROVED BY:
REV
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C I V I L L E G E N D
NOTE: ALL SYMBOLS MAY NOT APPEAR ON THESE DRAWINGS
EXISTING
A B B REV I AT
PROPOSED
S
BUILDING
NOTE: ALL ABBREVIATIONS MAY NOT APPLY TO THIS PROJECT.
EXISTING BUILDING
AND
F, TREE LINE
•j�i�!i!�i�!:��
ASPHALT
ADDITIONAL
STORM DRAIN
SD
EXISTING ASPHALT
ADDENDUM
PROCESS SEWER
LINEAR FEET
POTABLE WATER
W
FIRE PROTECTION
F
-- UNDERGROUND TELEPHONE
T -BUR
r UNDERGROUND ELECTRICAL
E -BUR
EXISTING CONCRETE
9
CONCRETE,.,
LIGHT POLE
VALVE AND BOX
ABOVE FINISHED GRADE
HYDRANT
LIFT STATION
POST INDICATOR VALVE
"m
RIP RAP
AND LIFT THICKNESSES DURING PLACEMENT AND
LIGHT BOLLARD
--------------
CONTOUR
(200)
0199.45
SPOT GRADE
(204.91)
❑
SLOPE EMBANKMENT MATTING
CATCH BASIN
- RIGHT -OF -WAY
MATERIAL
SILT FENCE
10
MECH
MECHANICAL
CHAIN LINK FENCE
APPROVED
MEMB
MEMBRANE
APPROX
CONSTRUCTION FENCE
MFR
MANUFACTURER
ARCH
TEMPORARY CONSTRUCTION BARRIER
MH
MANHOLE
ASPH
0 8-15
0
6m
36" RCP
.�
E,a B,. f"? -----
.,/
t ❑�
TREE PROTECTION
A B B REV I AT
SOIL BORING
S
POWER POLE
NOTE: ALL ABBREVIATIONS MAY NOT APPLY TO THIS PROJECT.
CONTROL MONUMENT
AND
F, TREE LINE
•j�i�!i!�i�!:��
TREE
ADDITIONAL
STORM DRAIN
SD
SANITARY SEWER
ADDENDUM
PROCESS SEWER
LINEAR FEET
POTABLE WATER
W
FIRE PROTECTION
F
-- UNDERGROUND TELEPHONE
T -BUR
r UNDERGROUND ELECTRICAL
E -BUR
MANHOLE
9
FLARED END SECTION
LIGHT POLE
VALVE AND BOX
ABOVE FINISHED GRADE
HYDRANT
LIFT STATION
POST INDICATOR VALVE
"m
RIP RAP
AND LIFT THICKNESSES DURING PLACEMENT AND
LIGHT BOLLARD
AMERICAN INSTITUTE OF STEEL CONSTRUCTION
LIGHT POLE
MAXIMUM
LIMITS OF WORK
ALTERNATE
COCONUT MAT LINED CHANNEL
MASONRY
SLOPE EMBANKMENT MATTING
ANCHOR
- RIGHT -OF -WAY
MATERIAL
DISABLED PERSON PARKING
10
U T I L I T Y L O C A T I O N
1, HIRE THE SERVICES OF A PRIVATE UNDERGROUND UTILITY LOCATION
SERVICE TO IDENTIFY UTILITIES WITH IN THE LIMITS OF WORK PRIOR TO
STARTING CONSTRUCTION.
U T I L I T N O T E S
1. LOCATIONS OF EXISTING UTILITIES ARE TO BE CONSIDERED APPROXIMATE. ALL
UTILITIES MAY NOT BE SHOWN. INVESTIGATE LOCATION AND DEPTH OF EXISTING
UTILITIES, EXCAVATE WITH CAUTION, HAND EXCAVATION MAY BE REQUIRED, AND
NOTIFY THE OWNER'S REPRESENTATIVE WHEN ANY UNIDENTIFIED UTILITY IS
DISCOVERED.
2. THREE WORKING DAYS BEFORE YOU DIG, DRILL, BLAST, OR BORE, CALL UTILITY
LOCATION SERVICE.
3. VERIFY LOCATION AND ELEVATION OF EXISTING FIRE PROTECTION, PROCESS
SEWER, SANITARY SEWER, COMMUNICATION DUCT BANK, STORM DRAIN, AND
WATERLINES PRIOR TO START OF CONSTRUCTION OF NEW UTILITIES. VERIFY
LOCATIONS AND ELEVATIONS SHOWN ON PLAN AND PROFILE DRAWINGS. NOTIFY
OWNER REPRESENTATIVE IMMEDIATELY OF ANY VARIANCE.
4. ACCEPTANCE CRITERIA, ALONG WITH THE SPECIFICATION CRITERIA WILL INCLUDE
COMPLETE DOCUMENTATION OF COMPACTION TESTING IN LAYERS AS REQUIRED BY
THE SPECIFICATIONS. THE UTILITY CONTRACTOR WILL COORDINATE WITH THE
OWNER'S TESTING LAB TO ASSURE COMPLETE TESTING IS PERFORMED. FAILURE TO
DOCUMENT COMPACTION TESTING WILL REQUIRE THE EXCAVATION, TESTING AND
RE- COMPACTION OF AFFECTED SEGMENTS OF THE UTILITIES.
5. OBTAIN WRITTEN AUTHORIZATION FROM THE OWNER'S REPRESENTATIVE AND FROM
THE UTILITY OWNERS PRIOR TO INTERRUPTING ANY EXISTING UTILITY (IE: WATER,
SEWER, GAS, ELECTRICAL, OR TELEPHONE).
6. INCLUDE IN THE WORK ALL NECESSARY BENDS, COUPLINGS, OR SPECIAL FITTINGS
REQUIRED TO CONNECT TO EXISTING UTILITIES.
7. INSTALL WATER AND FIRE LINES, WITH A MINIMUM COVER OF 3' -0 ". COORDINATE
ELEVATIONS WITH OTHER UTILITIES TO MAINTAIN THIS MINIMUM COVER. PROVIDE
HYDRANTS, PIV'S, AND VALVE BOXES WITH CORRECT DEPTH OF BURY WHERE LINES
ARE DEEPER THAN THE MINIMUM.
8. PROVIDE ALL THRUST RESTRAINT ITEMS (THRUST BLOCKS, TIE RODS AND CLAMPS,
ETC) PER NFPA 24 AS REQUIRED FOR PERMANENT INSTALLATION AND TESTING.
PROVIDE ANY TEMPORARY MATERIALS AND EQUIPMENT REQUIRED FOR PRESSURE
OR VACUUM TESTING OF UTILITIES.
9. WHERE PARALLEL, INSTALL SEWER LINES NO CLOSER THAN 10' -0" CLEAR TO WATER
LINES. WHERE SEWER CROSSES WATER, MAINTAIN MINIMUM OF 18" VERTICAL
CLEARANCE (SEWER BELOW WATER).
10. DO NOT START CONSTRUCTION OR PUT SEWER OR WATER LINES IN SERVICE UNTIL
THE PERMIT TO CONSTRUCT OR OPERATE IS RECEIVED.
11. RESTORE EXISTING GRADED, GRASSED, OR STONE SURFACED WORK AREAS TO
ORIGINAL CONDITION IN ACCORDANCE WITH LINES, GRADES, AND PROJECT
SPECIFICATIONS.
12. COORDINATE AND SCHEDULE CONSTRUCTION TO MAINTAIN ACCESS TO ALL
ROADWAYS, BUILDING DOORS, AND SITE WORK AREAS.
13. PROVIDE COMPLETE AS -BUILT MARKED DRAWINGS TO OWNER IMMEDIATELY AFTER
UTILITIES ARE CONSTRUCTED. AS -BUILT MARK DRAWINGS SHALL BE LATEST
REVISION OF THE CONSTRUCTION DRAWINGS.
WT WEIGHT
WV WATER VALVE
WWF WELDED WIRE FABRIC
YD YARD
RETAINING WALL REQUIREMENTS
1. HIRE THE SERVICES OF A PROFESSIONAL EXPERIENCED IN THE DESIGN AND CONSTRUCTION OF RETAINING WALLS.
PROVIDE A COMPLETE DESIGN WITH DOCUMENTS BEING SEALED BY A PROFESSIONAL WITH THE PROPER
QUALIFICATIONS TO BE PERFORMING THE WORK.
2. ACCEPTABLE WALL TYPES INCLUDE CAST -IN -PLACE CONCRETE, REINFORCED SOIL SRW'S (SEGMENTAL RETAINING
WALLS (I.E. - KEYSTONE RETAINING WALL SYSTEMS), OR GRAVITY RETAINING WALL (I.E. - REDI -ROCK INTERNATIONAL) OR
OTHER APPROVED SIMILAR WALL SYSTEM.
3. PROVIDE WALL DRAINAGE SYSTEM AND SOIL REINFORCING GRIDS AS NECESSARY.
4. DO NOT DISTURB WETLANDS MORE THAN A DISTANCE OF 5' AWAY FROM THE RETAINING WALL ADJACENT TO THE
WETLANDS. DO NOT ALLOW CONSTRUCTION EQUIPMENT ON THE NORTH SIDE OF THE WALL. PROVIDE A DOUBLE ROW
OF SILT FENCE BETWEEN THE WALL AND THE 5' BOUNDARY LINE.
5. FOR RETAINING WALLS AND LATERAL EARTH PRESSURE REQUIREMENTS, SEE ECS CAROLINAS, LLP GEOTECHNICAL
REPORT (PROJECT NUMBER 06:21423).
6. ALL EXTERIOR RETAINING WALLS SHALL BE DESIGNED FOR A MINIMUM SURCHARGE OF 200 PSF IN ADDITION TO ALL SOIL
AND HYDROSTATIC LOADS.
S P E C I A L I N S P E C T I O N S
SPECIAL INSPECTIONS
A B B REV I AT
I ON
S
FREQUENCY
NOTE: ALL ABBREVIATIONS MAY NOT APPLY TO THIS PROJECT.
&
AND
L
LENGTH
ADDL
ADDITIONAL
LBS
POUNDS
ADDM
ADDENDUM
LF
LINEAR FEET
ADDN
ADDITION
LH
LEFT HAND
ADJ
ADJACENT
LIN
LINEAR
AFF
ABOVE FINISHED FLOOR
LP
LIGHT POLE
AFG
ABOVE FINISHED GRADE
LS
LIFT STATION
AGGR
AGGREGATE
AND LIFT THICKNESSES DURING PLACEMENT AND
AISC
AMERICAN INSTITUTE OF STEEL CONSTRUCTION
MAX
MAXIMUM
ALT
ALTERNATE
MAS
MASONRY
ANC
ANCHOR
MATL
MATERIAL
ANSI
AMERICAN NATIONAL STANDARDS INSTITUTION
MECH
MECHANICAL
APP'D
APPROVED
MEMB
MEMBRANE
APPROX
APPROXIMATE
MFR
MANUFACTURER
ARCH
ARCHITECTURE, ARCHITECTURAL
MH
MANHOLE
ASPH
ASPHALT
MIN
MINIMUM
AV
AVERAGE
MISC
MISCELLANEOUS
AWS
AMERICAN WELDING SOCIETY
MUTCD
MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES
AWWA
AMERICAN WATER WORKS ASSOCIATION
MW
MONITORING WELL
B/B
BACK TO BACK
N
NORTH (COORDINATE)
BC
BOTTOM OF CURB
NCDENR
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
BD
BOTTOM OF DITCH
AND NATURAL RESOURCES
BIT
BITUMINOUS
NIA
NOT APPLICABLE
BL
BUILDING LINE
NE
NORTHEAST
BLDG
BUILDING
NFPA
NATIONAL FIRE PROTECTION ASSOCIATION
BLDGD
BUILDING DATUM
NGVD
NATIONAL GEODETIC VERTICAL DATUM
BLVD
BOULEVARD
NIC
NOT IN CONTRACT
BM
BENCHMARK
NIP
NEW IRON PIN
BOT
BOTTOM
NO
NUMBER
NOM
NOMINAL
C
CHORD LENGTH
NPDES
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
CB
CATCH BASIN
NTS
NOT TO SCALE
C/C
CENTER TO CENTER
NW
NORTHWEST
C &G
CURB & GUTTER
CI
CURB INLET
OC
ON CENTER
CIP
CAST IRON PIPE
OD
OUTSIDE DIAMETER
CIRC
CIRCLE, CIRCULAR
OF
OUTSIDE FACE
CJ
CONTROL JOINT
OPNG
OPENING
CL
CENTERLINE
OPP
OPPOSITE
CLR
CLEAR
ORIG
ORIGINAL
CM
CENTIMETER
OSHA
OCCUPATIONAL SAFETY & HEALTH ACT
CMP
CORRUGATED METAL PIPE
OVHD
OVERHEAD
CMU
CONCRETE MASONRY UNIT
CO
CLEAN OUT
COL
COLUMN
PAVT
PAVEMENT
CONC
CONCRETE
PC
POINT OF CURVE
CONT
CONTINUE, CONTINUOUS, CONTINUATION
PCC
PORTLAND CEMENT CONCRETE
CONTR
CONTRACTOR
PD
PROCESS DRAIN
COORD
COORDINATE
PG
PAGE
CU
CUBIC
PI
POINT OF INTERSECTION
CULV
CULVERT
PIV
POST INDICATOR VALVE
CW
CITY WATER
PL
PROPERTY LINE
CWR
CHILL WATER RETURN
PP
UTILITY POLE
CWS
CHILL WATER SUPPLY
PROC
PROCESS
PS
PROCESS SEWER
A
DELTA ANGLE
PSF
POUNDS PER SQUARE FOOT
D
DEGREE OF CURVATURE
PSI
POUNDS PER SQUARE INCH
DB
DEED BOOK
PT
POINT OF TANGENCY
DEG
DEGREE
PVC
POINT OF VERTICAL CURVE
DEMO
DEMOLISH, DEMOLITION
PVI
POINT OF VERTICAL INTERSECTION
DET
DETAIL
PVT
POINT OF VERTICAL TANGENCY
DIA
DIAMETER
PW
POTABLE WATER
DIP
DUCTILE IRON PIPE
DIST
DISTANCE
R
RADIUS
DIV
DIVISIONAL VALVE
RCP
REINFORCED CONCRETE PIPE
DN
DOWN
RD
ROAD
DWG
DRAWING
REF
REFERENCE
REINF
REINFORCED, REINFORCEMENT
E
EAST, ELECTRIC LINE
REQ'D
REQUIRED
EA
EACH
REV
REVISION
E -BUR
ELECTRICAL BURIED LINE
ROW
RIGHT OF WAY
EF
EACH FACE
RP
RADIUS POINT
EIP
EXISTING IRON PIPE
RR
RAILROAD
EL, ELEV
ELEVATION
RVS
REVERSE
ELEC
ELECTRIC, ELECTRICAL
EOP
EDGE OF PAVEMENT
S
SOUTH
ESSMH
EXISTING SANITARY SEWER MANHOLE
SAN
SANITARY
ETC
ET CETERA
SB
SOIL BORING
EW
EACH WAY
SCH
SCHEDULE
EXGR
EXISTING GRADE
SD
STORM DRAIN
EXP
EXPANSION
SE
SOUTHEAST
EXT
EXTENSION
SECT
SECTION
SH
SHOULDER
FES
FLARED END SECTION
SHT
SHEET
FDN
FOUNDATION
SLP
SLOPE
F/F
FACE TO FACE
SQ
SQUARE
FFE
FINISHED FLOOR ELEVATION
SS
SANITARY SEWER
FIN
FINISHED
SSMH
SANITARY SEWER MANHOLE
FLR
FLOOR
SSTL
STAINLESS STEEL.
FM
FORCED MAIN, FACTORY MUTUAL
ST
STORM DRAIN
FOC
FACE OF COLUMN
STA
STATION
FW
FIRE WATER
STD
STANDARD
FT
FOOT
STL
STEEL
SW
SOUTHWEST, SIDEWALK
G
NATURAL GAS LINE
GALV
GALVANIZED
T
TANGENT DISTANCE (CURVE), TELEPHONE LINE
GI
GRATE INLET
T -BUR
TELEPHONE BURIED LINE
GM
GAS METER
T &B
TOP AND BOTTOM
GR
GRADE (SLOPE)
T/ EL
TOP OF CASTING ELEVATION
GV
GAS VALVE
TG
TOP OF GRATE
THK
THICK
H
HORIZONTAL
TC
TOP OF CURB ELEVATION
HC
HANDICAP
TP
TOP OF PAVEMENT ELEVATION
HD
HEAVY DUTY
TYP
TYPICAL
HEX
HEXAGON
TD
TOP OF DITCH
T
HEIGHT
HP
HIGH POINT
UL
UNDERWRITERS LABORATORIES
HWR
HOT WATER RETURN
UE
UNDERGROUND ELECTRIC
HWS
HOT WATER SUPPLY
UNO
UNLESS NOTED OTHERWISE
HWY
HIGHWAY
USGS
UNITED STATES GEOLOGICAL SURVEY
HYD
HYDRANT
UT
UNDERGROUND TELEPHONE
ID
INSIDE DIAMETER
VERTICAL
IE
INVERT ELEVATION
VCP
VITRIFIED CLAY PIPE
IN
INCHES
VIF
VERIFY IN FIELD
INC
INCORPORATE
INCL
INCLUDE
W
WEST, WATERLINE
INV
INVERT
W/
WITH
W/O
WITHOUT
JB
JUNCTION BOX
WS
WATER SURFACE
WT WEIGHT
WV WATER VALVE
WWF WELDED WIRE FABRIC
YD YARD
RETAINING WALL REQUIREMENTS
1. HIRE THE SERVICES OF A PROFESSIONAL EXPERIENCED IN THE DESIGN AND CONSTRUCTION OF RETAINING WALLS.
PROVIDE A COMPLETE DESIGN WITH DOCUMENTS BEING SEALED BY A PROFESSIONAL WITH THE PROPER
QUALIFICATIONS TO BE PERFORMING THE WORK.
2. ACCEPTABLE WALL TYPES INCLUDE CAST -IN -PLACE CONCRETE, REINFORCED SOIL SRW'S (SEGMENTAL RETAINING
WALLS (I.E. - KEYSTONE RETAINING WALL SYSTEMS), OR GRAVITY RETAINING WALL (I.E. - REDI -ROCK INTERNATIONAL) OR
OTHER APPROVED SIMILAR WALL SYSTEM.
3. PROVIDE WALL DRAINAGE SYSTEM AND SOIL REINFORCING GRIDS AS NECESSARY.
4. DO NOT DISTURB WETLANDS MORE THAN A DISTANCE OF 5' AWAY FROM THE RETAINING WALL ADJACENT TO THE
WETLANDS. DO NOT ALLOW CONSTRUCTION EQUIPMENT ON THE NORTH SIDE OF THE WALL. PROVIDE A DOUBLE ROW
OF SILT FENCE BETWEEN THE WALL AND THE 5' BOUNDARY LINE.
5. FOR RETAINING WALLS AND LATERAL EARTH PRESSURE REQUIREMENTS, SEE ECS CAROLINAS, LLP GEOTECHNICAL
REPORT (PROJECT NUMBER 06:21423).
6. ALL EXTERIOR RETAINING WALLS SHALL BE DESIGNED FOR A MINIMUM SURCHARGE OF 200 PSF IN ADDITION TO ALL SOIL
AND HYDROSTATIC LOADS.
S P E C I A L I N S P E C T I O N S
SPECIAL INSPECTIONS
ACTIVITY
STANDARD
TYPE OF INSPECTION
FREQUENCY
VERIFY MATERIAL BELOW SHALLOW FOUNDATIONS
GEOTECHNICAL
ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING
REPORT
FIELD INSPECTION
PERIODIC
CAPACITY
VERIFY EXCAVATIONS EXTEND TO PROPER DEPTH
GEOTECHNICAL
FIELD INSPECTION
PERIODIC
AND HAVE REACHED PROPER MATERIAL
REPORT
PERFORM CLASSIFICATION AND TESTING OF
GEOTECHNICAL
FIELD INSPECTION
PERIODIC
CONTROLLED FILL MATERIALS
REPORT
VERIFY USE OF PROPER MATERIALS, DENSITIES,
GEOTECHNICAL
AND LIFT THICKNESSES DURING PLACEMENT AND
REPORT
FIELD INSPECTION
PERIODIC
COMPACTION OF CONTROLLED FILL
PRIOR TO PLACEMENT OF CONTROLLED FILL,
GEOTECHNICAL
OBSERVE SUBGRADE AND VERIFY THAT SITE HAS
REPORT
FIELD INSPECTION
PERIODIC
BEEN PREPARED PROPERLY
GEN R A,
NOTES
1. TOPOGRAPHIC INFORMATION SHOWN WAS TAKEN FROM A SURVEY PRODUCED BY CRUTCHFIELD & ASSOCIATES, INC,
HALIFAX, VA, DATED 5 NOVEMBER 2013 AND DRAWINGS PROVIDED BY OWNER.
2. HORIZONTAL DATUM: SPUNTECH PLANT - COLUMN "1" / "K" - NORTH 5000.00 EAST 5000.00, VERTICAL DATUM: NC SPC
NAD 83 (UGS MONUMENT'FRAME' }.
1 BORINGS SHOWN WERE TAKEN FROM THE SOILS REPORT PREPARED BY MACTEC, GREENSBORO NC, DATED 01 JUNE
2011. BORING LOCATIONS AND ELEVATIONS SHOWN ARE APPROXIMATE.
4. COORDINATES SHOWN ARE IN FEET AND ARE REFERENCED TO THE PLANT GRID SYSTEM. THE RELATIONSHIP
BETWEEN THE PLANT GRID SYSTEM AND THE STATE PLANE GRID SYSTEM IS SHOWN ON THE DRAWING C -0004.
5. VISIT THE SITE AND MAKE ALL NECESSARY INVESTIGATIONS TO DETERMINE THE EXTENT OF THE WORK NECESSARY
TO CONSTRUCT THE PROJECT.
6. LOCATE, FLAG, AND PROTECT ALL PROPERTY CORNERS AND MONUMENTS ADJACENT TO THE CONSTRUCTION AREA.
DO NOT DISTURB ANY TREES OR VEGETATION OUTSIDE THE PROPERTY OR OUTSIDE THE LIMITS OF GRADING.
7. QUALIFIED CONTRACTORS SHALL BE FAMILIAR WITH PERSON COUNTY AND STATE OF NORTH CAROLINA EROSION
AND SEDIMENTATION CONTROL REGULATIONS AND ORDINANCES.
8. WHERE THE WORD "HOLD" APPEARS ON THE DRAWINGS, INCLUDE THE WORK IN THE BID UNLESS NOTED OTHERWISE,
BUT DO NOT PROCEED WITH PURCHASE OF MATERIAL OR CONSTRUCTION UNTIL THE "HOLD" IS REMOVED.
9. ALL EXCAVATIONS SHALL COMPLY WITH OSHA REGULATIONS, INCLUDING 29CFR PART 1926 SUBPART P.
10. STONE RIP RAP SHALL MEET THE REQUIREMENTS OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION, EXCEPT THAT BROKEN CONCRETE OR CONCRETE
BLOCKS MAY NOT BE USED FOR RIP RAP. INSTALL MIRAFI 50OX (OR APPROVED EQUAL) UNDER ALL RIP RAP.
11. RIP RAP SHALL BE INSTALLED SUCH THAT INVERTS OR FINISHED GRADES SHOWN ON THE DRAWINGS ARE TOP OF RIP
RAP.
12. STORM DRAIN PIPE LENGTHS GIVEN ARE FROM CENTERLINE OF STRUCTURE OR END OF FLARED END SECTION,
13. CONSTRUCTION ACCESS TO BE AT DESIGNATED LOCATION ONLY.
14. PROVIDE TEMPORARY CULVERTS TO MAINTAIN ACCESS TO WORKING AREAS. REMOVE TEMPORARY CULVERTS
WHEN DIRECTED BY THE OWNER'S REPRESENTATIVE.
15. AGGREGATE BASE MATERIAL SHALL MEET THE REQUIREMENTS OF NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION.
DEMO LITI ON NOTES
1. VISIT SITE AND DETERMINE EXTENT OF DEMOLITION REQUIRED.
2. COORDINATE DEMOLITION WORK WITH WORK ALREADY UNDER CONTRACT AND SCHEDULE ACTIVITIES WITH OWNER.
COORDINATE DEMOLITION TO ACCOMMODATE OWNER'S OPERATIONS AND MAINTAIN SITE SECURITYISAFETY.
3. DISPOSE OF UNSALVAGED DEMOLISHED MATERIALS OFF SITE IN A LEGAL MANNER.
4. STOCKPILE SALVAGED DEMOLISHED MATERIALS ON SITE AS DIRECTED BY OWNER.
5. LOCATE AND MARK ALL EXISTING UTILITY LINES TO BE ABANDONED AND OBTAIN WRITTEN OWNER APPROVAL PRIOR
TO DEMOLITION.
6. REMOVE EXISTING STRUCTURES TO AT LEAST T BELOW BOTTOM OF PROPOSED PAVEMENT AND STRUCTURES.
BACKFILL REMAINING STRUCTURES OR EXCAVATIONS WITH COMPACTED SAND OR CRUSHED STONE. PLUG
ABANDONED PIPE ENTRANCES INTO STRUCTURES WITH CONCRETE.
7. PLUG OPEN ENDS OF ABANDONED GRAVITY UTILITY LINES WITH CONCRETE. USE SUITABLE PLUG WITH CONCRETE
THRUST BLOCKING (NFPA 24) FOR PRESSURE PIPE.
8, DEMOLISH EXISTING UNDERGROUND UTILITIES INDICATED TO BE ABANDONED TO FACILITATE PROPOSED
CONSTRUCTION.
9. DO NOT DISTURB EXISTING UTILITIES TO REMAIN IN SERVICE. DO NOT REMOVE EXISTING UTILITES TO BE
DEMOLISHED UNTIL PROPOSED UTILITY CONSTRUCTION IS COMPLETED AND IN SERVICE. DEMOLISH OR ABANDON
EXISTING UTILITIES AS INDICATED AFTER PROPOSED UTILITY INSTALLATION IS TESTED AND ACCEPTED BY OWNER OR
OWNER'S REPRESENTATIVE.
10. SAW CUT EXISTING PAVEMENT AT LIMITS OF DEMOLITION OR REMOVE TO NEAREST JOINT IF CONCRETE. REPLACE
PAVEMENT WHEN REMOVAL EXTENDS BEYOND LIMITS OF DEMOLITION.
11. REPAIR OR REPLACE DAMAGED ITEMS NOT DESIGNATED TO BE DEMOLISHED. RESTORE TO ORIGINAL CONDITION AS
DIRECTED BY OWNER AT NO ADDITIONAL COST.
GRADING GENERAL NOTES
1. ALL PROPOSED FINISHED CONTOURS AND SPOT ELEVATIONS ARE FINISHED ELEVATIONS. THICKNESS OF
PAVEMENTS, TOPSOIL, FLOOR SLABS, ETC. ARE TO BE SUBTRACTED FROM THESE FINISHED ELEVATIONS.
2. THE INTENT OF THESE GRADING DRAWINGS IS TO PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS, STRUCTURE
PADS, ROADWAYS AND PAVED AREAS. FIELD VERIFY DURING CONSTRUCTION STAKING THAT POSITIVE DRAINAGE
SLOPES WILL BE MAINTAINED, MAKE MINOR MODIFICATIONS IN GRADING TO PROVIDE POSITIVE DRAINAGE SLOPES.
NOTIFY OWNER'S REPRESENTATIVE OF ANY SIGNIFICANT DISCREPANCY.
3. REMOVAL OF SEDIMENTATION CONTROL DEVICES INSTALLED AS PART OF THE GENERAL CONTRACT IS INCLUDED IN
THIS SCOPE OF WORK.
4. GRASSING OF ALL DISTURBED AREAS IS INCLUDED IN THE WORK.
5. LIMITS OF EXCAVATION SHOWN ON THE DRAWINGS ARE MINIMUMS. ALL ROCK MUST BE REMOVED WITHIN THESE
LIMITS. ALL LOOSE BLASTED ROCK MUST BE REMOVED FROM THE EXCAVATION.
6, NO ADDITIONAL PAYMENT WILL BE MADE FOR BLASTING BEYOND THE LIMITS SHOWN ON THE DRAWINGS.
7. ROCK TO BE PLACED IN THE FILL UNDER PARKING LOT OR ROADS. PLACE NO ROCK IN BUILDING AREA,
8. LARGE ROCKS DEPOSITED IN THE FILL SHALL BE PLACED SUCH THAT EARTH FILL CAN BE COMPLETELY PLACED
AROUND THE ROCK SUCH THAT NO VOIDS EXIST IN THE FILL.
9. ALL PLACEMENT OF FILL AND ROCK WILL BE OBSERVED BY QUALIFIED SOILS TECHNICIANS WORKING UNDER THE
DIRECT SUPERVISION OF THE GEOTECHNICAL ENGINEER. ANY OPERATIONS NOT PROVIDING HOMOGENEOUS
COMPACTED FILL AREAS WILL BE MODIFIED IMMEDIATELY AS DIRECTED BY THE GEOTECHNICAL ENGINEER.
1. FIELD VERIFY THE LOCATION OF EXISTING GROUNDWATER MONITORING WELLS. PRIOR TO STARTING
DEMOLITION ACTIVITIES, VERIFY WITH SPUNTECH INDUSTRIES PROJECT MANAGER THAT THE EXISTING
GROUNDWATER MONITORING WELLS HAVE BEEN PROPERLY CLOSED AND CLOSURE HAS BEEN FORMALLY
APPROVED BY NCDENR.
THIS DRAWING SHALL BE CONSIDERED PRELIMINARY - NOT
FOR CONSTRUCTION UNLESS PROPERLY SIGNED AND SEALED
STAMP:
CH2MHILL PROJECT NO.: 490823
NORTH CAROLINA
CERTIFICATE OF LICENSURE
CH2M HILL North Carolina, Inc.
1500 International Drive
Spartanburg, SC 29303
NO. F -1277
0H C A
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© 121 MAY 2014 1 INITIAL ISSUE HMS CDW
NO. DATE I REVISION OR ISSUE I BY I CK I AP
TITLE:
LEGEND, ABBREVIATIONS,
AND GENERAL NOTES
DRAWN: HM SWEAT CHECKED BY: CD WALKER
DESIGNED BY: ME HESTER APPROVED BY:
DRAWING SCALE: NONE
DRAWING NUMBER: REV
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CONSTRUCTION SEQUENCE NOTES
SEQUENCE '1A' PRIOR TO OBTAINING WETLANDS DISTURBANCE PERMIT - DEMOLITION ONLY
1. SEE DRAWING C -0006 FOR EROSION CONTROL MEASURES ASSOCIATED WITH THIS SEQUENCE.
2. OBTAIN GRADING /EROSION CONTROL PLAN APPROVAL FROM NCDENR AND PERSON COUNTY.
3. CONTACT MRS. GABI JONES WITH NCDENR AT 919 -791 -4200 TO SET UP AN ON -SITE PRE - CONSTRUCTION
CONFERENCE TO DISCUSS EROSION CONTROL MEASURES.
4. CLEAR AND GRUB ONLY AREAS NECESSARY TO INSTALL EROSION CONTROL DEVICES AS INDICATE D.
5. INSTALL GRAVEL CONSTRUCTION ENTRANCE, SILT FENCES AND ROCK CHECK DAMS AS INDICATED ON DRAWING
C -0006.
6. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N. C. EROSION AND
SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, U. S. DEPT. OF AGRICULTURE, AND THE PERSON COUNTY
EROSION CONTROL ORDINANCE.
7, CLEAR AND GRUB REMAINING AREAS UP SLOPE OF EROSION CONTROL MEASURES INDICATED FOR SEQUENCE "IN.
8. PERFORM SITE DEMOLITION.
9. SITE GRADING ACTIVITIES ARE PROHIBITED IN SEQUENCE'1A'.
10. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND
STRUCTURES.
11. COORDINATE WITH MRS. GABI JONES WITH NCDENR AT 919 - 791 -4200, EROSION CONTROL INSPECTOR PRIOR TO
REMOVAL OF EROSION CONTROL MEASURES BEFORE PROCEEDING TO SEQUENCE W.
12. REMOVE TEMPORARY EROSION CONTROL DEVICES AFTER COMPLETE SITE STABILIZATION AND APPROVAL BY THE
COUNTY.
SEQUENCE 'A' AFTER OBTAINING WETLANDS DISTURBANCE PERMIT
1. SEE DRAWING C -0008A FOR EROSION CONTROL MEASURES ASSOCIATED WITH THIS SEQUENCE.
2. OBTAIN GRADING /EROSION CONTROL PLAN APPROVAL FROM NCDENR AND PERSON COUNTY.
3. CONTACT MRS. GABI JONES WITH NCDENR AT 919 - 791 -4200 TO SET UP AN ON -SITE CONSTRUCTION CONFERENCE TO
DISCUSS EROSION CONTROL MEASURES PRIOR TO STARTING SEQUENCE W.
4. CUT ALL REMAINING SITE TREES IN AREAS INDICATED.
5. GRUB ONLY AREAS NECESSARY TO INSTAL EROSION CONTROL DEVICES AS INDICATED AND INSTALL EROSION
CONTROL DEVICES AS INDICATED ON DRAWINGS. DO NOT REMOVE STUMPS IN AREAS NOT DRAINING TO SEDIMENT
BASIN.
6. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N. C. EROSION AND
SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, U. S. DEPT. OF AGRICULTURE, AND THE PERSON COUNTY
EROSION CONTROL ORDINANCE.
7. INSTALL A DOUBLE ROW OF SILT FENCE ALONG THE BASE OF THE SEDIMENT BASIN AND A SECOND DOUBLE ROW OF
SILT FENCE ADJACENT TO THE LIMITS OF DISTURBANCE AT THE WETLANDS.
8. INSTALL REMAINING EROSION CONTROL DEVICES INCLUDING SILT FENCES, ROCK CHECK DAMS, INLET PROTECTION,
SLOPE DRAINS, SEDIMENT BASIN, ETC.
9. STABILIZE SEDIMENT CONTROL BASIN INSIDE AND OUTSIDE WITH GRASS IMMEDIATELY AFTER CONSTRUCTION.
INSTALL SLOPE MATTING, DITCH MATTING, AND DIVERSION MATTING IMMEDIATELY AFTER CONSTRUCTION.
10. CLEAR AND GRUB REMAINING AREAS UP SLOPE OF THE SEDIMENT BASIN.
11. PERFORM GRADING, DITCHES, PIPING, AND INLETS AS INDICATED ON DRAWING C- 0008A. INSTALL ONLY THE INLETS
AND STORM DRAIN PIPING SHOWN ON DRAWING C- 0008A, SEQUENCE IN.
12. INSTALL INLET PROTECTION, CONCRETE WASH OUT AND REMAINING EROSION CONTROL DEVICES.
13. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND
STRUCTURES.
14. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE.
15. PROVIDE ADDITIONAL EROSION CONTROL DEVICES DOWN SLOPE OF THE SEDIMENT BASIN TO PREVENT SEDIMENT
FROM ENTERING THE WETLAND.
16. PLACE ROCK CHECK STRUCTURES IN DITCHES IMMEDIATELY WHEN DITCH SECTION HAS REACH GRADE. PROVIDE
INTERMEDIATE ROCK CHECKS AS REQUIRED DURING DITCH CONSTRUCTION.
17. PLACE EROSION MATTING ON CONSTRUCTED SLOPE IMMEDIATELY.
18. COMPLETELY STABILIZE THE ENTIRE AREA DRAINING INTO THE SEDIMENT BASIN PRIOR TO STARTING SEQUENCE'S'.
SEQUENCE 'B' AFTER OBTAINING WETLANDS DISTURBANCE PERMIT
1. SEE DRAWING C -00086 FOR EROSION CONTROL MEASURES ASSOCIATED WITH THIS SEQUENCE.
2, OBTAIN GRADING /EROSION CONTROL PLAN APPROVAL FROM NCDENR AND PERSON COUNTY.
3. CONTACT MRS. GABI JONES WITH NCDENR AT 919 - 791 -4200 TO SET UP AN ON -SITE CONSTRUCTION CONFERENCE TO
DISCUSS EROSION CONTROL MEASURES PRIOR TO STARTING SEQUENCE'B'.
4. GRUB ONLY AREAS NECESSARY TO INSTALL EROSION CONTROL DEVICES AS INDICATED AND INSTALL EROSION
CONTROL DEVICES AS INDICATED ON DRAWINGS.
5. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N. C. EROSION AND
SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, U. S. DEPT. OF AGRICULTURE, AND THE PERSON COUNTY
EROSION CONTROL ORDINANCE.
6. INSPECT THE DOUBLE ROW OF SILT FENCE NEAR THE WETLANDS AND VERIFY PROPER PERFORMANCE.
7. INSTALL REMAINING EROSION CONTROL DEVICES INCLUDING SILT FENCES, ROCK CHECK DAMS, INLET PROTECTION,
ETC.
8. PRIOR TO FILLING SEDIMENT BASIN AREA, ENSURE ALL UPHILL AREAS ARE COMPLETELY STABILIZED.
9. DEWATER SEDIMENT BASIN WITH PUMP AND SILT BAG. PROVIDE SILT FENCE DOWN SLOPE OF SILT BAG.
10. REMOVE ACCUMULATED SEDIMENTS AND HAVE GEOTECHNICAL ENGINEER VERIFY SUBGRADE BY PROOFROLING.
11. REMOVE SEDIMENT BASIN OUTFLOW STRUCTURE. COORDINATE WITH MRS. GABI JONES WITH NCDENR AT
919 - 791 -4200, EROSION CONTROL INSPECTOR, PRIOR TO REMOVAL OF EROSION CONTROL MEASURES.
12. PERFORM GRADING AND DRAINAGE AS INDICATED ON DRAWING C- 00088. SEQUENCE SLOPE DRAINS TO PREVENT
EROSION OF FILL SLOPES
13. INSTALL UNDERGROUND STORM WATER DETENTION SYSTEM AND STORM WATER FILTER. BLOCK BOTH END OF THE
SYSTEM WITH PLYWOOD TO PREVENT SEDIMENT/WATER FROM ENTERING. DO NOT INSTALL BAFFLE WALL.
14. PERFORM GRADING OF FILL O E O IS U B 5 A 0. 5 G E F IS U A C P R 100LF OF SILT FENCE
(APPROXIMATELY 100 ' DISTURBANCE PER 100LF OF FENCE MAXIMUM). STABILIZE AREAS IN A SEQUENCE TO REMAIN
BELOW THE 0.25 ACRE PER 100LF REQUIREMENT.
15, INSTALL PIPING, LEVEL SPREADER, AND PERMANENT EROSION CONTROL DEVICES.
16. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE.
17. PLACE EROSION MATTING ON CONSTRUCTED SLOPE IMMEDIATELY.
18. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN AL EROSION CONTROL DEVICES AND
STRUCTURES.
19. PROVIDE ADDITIONAL EROSION CONTROL DEVICES AS NEEDED DOWN SLOPE OF THE FILL EMBANKMENT TO PREVENT
SEDIMENT FROM ENTERING THE WETLAND.
20. REMOVE TEMPORARY EROSION CONTROL DEVICES AFTER COMPLETE SITE STABILIZATION AND APPROVAL BY MRS.
21. REMOVE TEMPORARY WOODEN PLYWOOD PLUGS AND INSTALL WOODEN TIMBER BAFFLE WALL TO BEGIN OPERATION
OF THE STORM WATER DETENTION SYSTEM AND STORM WATER FILTER SYSTEM.
G E N E R A L E R O S I O N C 0 N T R 0 L N O T E S
1. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF EROSION CONTROL
ORDINANCE AND IS SUBJECT TO A FINE.
2. ALL AREAS WHICH HAVE BEEN FINE GRADED OR NOT WORKED ON FOR 7 CALENDAR DAYS ARE REQUIRED TO BE
STABILIZED.
3. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF
THE PERSON COUNTY EROSION CONTROL DIVISION.
4. SLOPES SHALL BE GRADED NO STEEPER THAN 2H TO 1V OR 3H TO 1V. SEE THE GEOTECHNICAL REPORT AND
DRAWING C -0008 FOR SPECIFIC LOCATIONS.
5. A GRADING PLAN MUST BE SUBMITTED FOR ANY GRADING THAT WAS NOT PREVIOUSLY APPROVED.
6. MONITORING OF EROSION AND SEDIMENTATION CONTROL MEASURES IS REQUIRED AT LEAST ONCE PER WEEK
OR AFTER EVERY HALF INCH OF RAINFALL. SITES DISCHARGING TO 303(D) LISTED STREAMS MAY BE REQUIRED
TO PERFORM ADDITIONAL MONITORING, INSPECTIONS OR APPLICATION OF MORE - STRINGENT MANAGEMENT
PRACTICES IF IT IS DETERMINED THAT THE ADDITIONAL REQUIREMENTS ARE NEEDED TO ASSURE COMPLIANCE
WITH THE FEDERAL OR STATE IMPAIRED- WATERS CONDITIONS.
E
R
0
S 1
0
N
7 PAYS
AND
HIGH QUALITY WATER (HQW) ZONES
7 DAYS
NONE
S
ED
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT
STEEPER THAN 2:1, 14 DAYS ARE ALLOWED.
SLOPES 3:1 OR FLATTER
I
MEN
ALL OTHER AREAS WITH SLOPES FLATTER
THAN 4 :1
14 DAYS
TAT
FERTILIZER
I
ON
4000
LIMESTONE
4000
LIMESTONE
4000
STRAW* OR EQUIVALENT
HYDROSEEDA
C
O
N
T
R
O
L
*NOTE: STRAW TO BE APPLIED WITH INDICATED RATE OF TACKIFIER OR CRIMPED. IF MECHANICAL CRIMPING IS UTILIZED,
APPLY HALF OF THE REQUIRED GRAIN STRAW THEN CRIMP. ONCE COMPLETED APPLY REMAINING GRAIN STRAW.
NOTES
STEP 1 -Y3 MULCH, ALL SEEDING AND ALL INOCULANT SPREAD IN ONE DIRECTION
STEP 2 - 3/3 MULCH RATE APPLIED IN OPPOSITE DIRECTION
1. PERFORM ALL EARTHWORK OPERATIONS IN SUCH A MANNER AS TO CONTROL EROSION AND PREVENT
SEDIMENTATION FROM ENTERING STORM DRAINAGE SYSTEMS OR BEING TRACKED ONTO ROADWAYS.
COMPLY SPECIFICALLY AND COMPLETELY WITH NCDENR AND PERSON COUNTY EROSION AND
SEDIMENTATION ORDINANCES AND PERMIT ISSUED FOR THIS PROJECT.
2. INSTALL AND OBTAIN APPROVAL OF ALL EROSION AND SEDIMENTATION CONTROL DEVICES PRIOR TO
COMMENCEMENT OF DEMOLITION AND GRADING OPERATIONS.
3. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED AS THE FIRST STEP PRIOR TO
COMMENCEMENT OF ANY LAND DISTURBING ACTIVITY.
4. ALL EROSION AND WATER QUALITY CONTROL STRUCTURES WILL BE INSPECTED FOR STABILITY AND
OPERATION FOLLOWING EVERY RUN -OFF PRODUCING RAINFALL DURING CONSTRUCTION OR WEEKLY AS
A MINIMUM. MAKE REPAIRS TO CONTROL STRUCTURES IMMEDIATELY UPON DETECTION OF
DEFICIENCIES.
5. CLEAN SEDIMENT FROM ROADWAYS AND SITE PAVEMENTS CAUSED BY CONSTRUCTION OPERATIONS AND
MAINTAIN CLEAN PAVEMENT AREAS.
6. REMOVE SEDIMENT FROM SILT FENCES WHEN THE DEPTH REACHES APPROXIMATELY 12 ". SILT FENCES
AND DIVERSION DITCHES SHALL BE REPAIRED AS NECESSARY TO MAINTAIN A SILT BARRIER.
7. CLEAN SEDIMENT FROM STORM DRAIN SYSTEM AFTER GRASSING.PROVIDE TEMPORARY CONTROLS TO
PREVENT SEDIMENT FROM ENTERING WATERWAYS.
8. INSTALL ADDITIONAL MEASURES NECESSARY TO PREVENT SOIL EROSION AND TO CONTROL
SEDIMENTATION AS DETERMINED BY NCDENR OR PERSON COU NTY.
9. GRASS ALL GRADED AREAS WITHIN 7 CALENDAR DAYS OF COMPLETION. NO DISTURBED AREA WILL BE
LEFT BARE FOR MORE THAN 7 CALENDAR DAYS,
10. REMOVE ALL TEMPORARY SEDIMENTATION CONTROL DEVICES NOT DESIGNATED TO REMAIN FROM SITE
UPON COMPLETION OF GRADING AND FINAL ACCEPTANCE OF GRASSING, BUT NO LATER THAN 30 DAYS
AFTER FINAL SITE STABILIZATION.
11. NOTIFY PERSON COUNTY ONE WEEK PRIOR TO THE PRE - CONSTRUCTION CONFERENCE, ONE WEEK PRIOR
TO THE COMMENCEMENT OF ANY LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL
INSPECTION, IF REQUIRED IN PERMIT ISSUED BY THE COUNTY.
12. PROVIDE ROCK CHECK DAMS IN DITCHES AS INDICATED.
13. NO PERSON MAY INITIATE A LAND- DISTURBING ACTIVITY BEFORE NOTIFYING PERSON COUNTY OF THE
DATE THAT THE LAND - DISTURBING ACTIVITY WILL BEGIN.
14. PERSON COUNTY AND NCDNNR RESERVES THE RIGHT TO REQUIRE ADDITIONAL EROSION CONTROL
MEASURES SHOULD THE PLAN OR ITS IMPLEMENTATION PROVE TO BE INADEQUATE.
R A I N FA L L
1. INSTALL AND MAINTAIN IN GOOD WORKING ORDER A RAIN GAUGE ON SITE.
2. RECORD DAILY RAINFALL AMOUNTS AND MAKE LOGS AVAILABLE FOR OPEN INSPECTION.
S T A B I L I Z A T I O N R E Q U I REM ENT S
NPDES GROUND STABILIZATION REQUIREMENTS
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
ITEM
PERIMETER DIKES, SWALES, DITCHES,
SLOPES
7 PAYS
NONE
HIGH QUALITY WATER (HQW) ZONES
7 DAYS
NONE
SLOPES STEEPER THAN 3 :1
7 DAYS
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT
STEEPER THAN 2:1, 14 DAYS ARE ALLOWED.
SLOPES 3:1 OR FLATTER
14 DAYS
7 DAYS FOR SLOPES GREATER THAN 50' IN LENGTH.
ALL OTHER AREAS WITH SLOPES FLATTER
THAN 4 :1
14 DAYS
NONE, EXCEPT FOR PERIMETERS AND HQW ZONES.
S E E D I N G S C H E D U L E
SEEDING SCHEDULE FOR ALL AREAS
MARCH 1 -AUGUST 31
SEPTEMBER 1 - FEBRUARY 28
APPLICATION RATE
(POUNDS /ACRE)
ITEM
APPLICATION RATE
(POUNDS /ACRE)
ITEM
110
TALL FESCUE
110
TALL FESCUE
10
CENTIPEDE
10
CENTIPEDE
25
BERMUDAGRASS (HULLED)
35
BERMUDAGRASS (HULLED)
500
FERTILIZER
500
FERTILIZER
4000
LIMESTONE
4000
LIMESTONE
4000
STRAW* OR EQUIVALENT
HYDROSEEDA
4000
STRAW* OR EQUIVALENT
HYDROSEEDA
400 (GALIACRE)
ASPHALT TACKIFIER
400 (GALIACRE)
ASPHALT TACKIFIER
NOTE: SEE PROJECT SPECIFICATIONS FOR ACCEPTANCE CRITERIA FOR SITE GRASSING.
*NOTE: STRAW TO BE APPLIED WITH INDICATED RATE OF TACKIFIER OR CRIMPED. IF MECHANICAL CRIMPING IS UTILIZED,
APPLY HALF OF THE REQUIRED GRAIN STRAW THEN CRIMP. ONCE COMPLETED APPLY REMAINING GRAIN STRAW.
^NOTE: HYDROSEED TO BE APPLIED USING TWO STEP METHOD
STEP 1 -Y3 MULCH, ALL SEEDING AND ALL INOCULANT SPREAD IN ONE DIRECTION
STEP 2 - 3/3 MULCH RATE APPLIED IN OPPOSITE DIRECTION
S T 0 R M
W A
T
E
R
N P D E S R E Q
U I
R
E
M E N TS
1. EQUIPMENT OPERATION AND MAINTENANCE: EQUIPMENT UTILIZED DURING THE CONSTRUCTION ACTIVITY ON A SITE
MUST BE OPERATED AND MAINTAINED IN SUCH A MANNER AS TO PREVENT THE POTENTIAL OR ACTUAL POLLUTION OF
THE SURFACE OR GROUND WATERS OF THE STATE. FUELS, LUBRICANTS, COOLANTS, AND HYDRAULIC FLUIDS, OR ANY
OTHER PETROLEUM PRODUCTS, SHALL NOT BE DISCHARGED ONTO THE GROUND OR INTO SURFACE WATERS. SPENT
FLUIDS SHALL BE DISPOSED OF IN A MANNER SO AS NOT TO ENTER THE WATERS, SURFACE OR GROUND, OF THE STATE
AND IN ACCORDANCE WITH APPLICABLE STATE AND FEDERAL DISPOSAL REGULATIONS. ANY SPILLED FLUIDS SHALL BE
CLEANED UP TO THE EXTENT PRACTICABLE AND DISPOSED OF IN A MANNER SO AS NOT TO ALLOW THEIR ENTRY INTO
THE WATERS, SURFACE OR GROUND, OF THE STATE.
2. MATERIAL HANDLING: HERBICIDE, PESTICIDE, AND FERTILIZER USAGE DURING THE CONSTRUCTION ACTIVITY SHALL BE
CONSISTENT WITH THE FEDERAL INSECTICIDE, FUNGICIDE, AND RODENTICIDE ACT AND SHALL BE IN ACCORDANCE WITH
LABEL RESTRICTIONS.
3. WASTE HANDLING: ALL WASTES COMPOSED OF BUILDING MATERIALS SHALL BE DISPOSED OF IN ACCORDANCE WITH
NORTH CAROLINA GENERAL STATUTES, CHAPTER 130A, ARTICLE 9 - SOLID WASTE MANAGEMENT, AND RULES
GOVERNING THE DISPOSAL OF SOLID WASTE (NORTH CAROLINA ADMINISTRATIVE CODE SECTION 15A NCAC 13B).
4. LITTER AND SANITARY WASTE: CONTROL THE MANAGEMENT AND DISPOSAL OF LITTER AND SANITARY WASTE FROM THE
SITE.
5. CONCRETE HANDLING: CONCRETE MATERIALS ONSITE, INCLUDING EXCESS CONCRETE, MUST BE CONTROLLED AND
MANAGED TO AVOID CONTACT WITH SURFACE WATERS, WETLANDS OR BUFFERS. ALL LIQUID AND SOLID WASTES
GENERATED BY CONCRETE WASHOUT MUST BE CONTAINED IN A LEAKPROOF CONTAINMENT FACILITY OR IMPERMEABLE
LINER, LOCATED AT LEAST 50 FEET FORM STORM DRAINS OR WATERBODIES.
6. EQUIPMENT OPERATION AND MAINTENANCE: EQUIPMENT UTILIZED DURING THE CONSTRUCTION ACTIVITY ON A SITE
MUST BE OPERATED AND MAINTAINED IN SUCH A MANNER AS TO PREVENT THE POTENTIAL OR ACTUAL POLLUTION OF
THE SURFACE OR GROUND WATERS OF THE STATE. FUELS, LUBRICANTS, COOLANTS, HYDRAULIC FLUIDS, ANY OTHER
PETROLEUM PRODUCTS, OR SPENT FLUIDS SHALL BE DISPOSED OF IN A MANNER SO AS NOT TO ENTER THE WATERS,
SURFACE OR GROUND, OF THE STATE AND IN ACCORDANCE WITH APPLICABLE STATE AND FEDERAL DISPOSAL
REGULATIONS.
7. KEEP A RECORD OF INSPECTIONS. VISIBLE SEDIMENTATION FOUND OUTSIDE OF THE DISTURBED LIMITS SHALL BE
RECORDED AND A BRIEF EXPLANATION KEPT WITH THE RECORDS AS TO THE MEASURES TAKEN TO CONTROL FUTURE
RELEASES. ANY MEASURES TAKEN TO CLEAN UP THE SEDIMENT THAT HAS LEFT THE DISTURBED LIMITS SHALL ALSO BE
RECORDED. THESE RECORDS SHALL BE MADE AVAILABLE UPON REQUEST.
8. COMPLY WITH FINAL LIMITATIONS AND CONTROLS SPECIFIED FOR STORMWATER DISCHARGES ONCE DISTURBANCE HAS
BEGUN ON THE SITE AND UNTIL COMPLETION OF CONSTRUCTION OR DEVELOPMENT AND THE ESTABLISHMENT OF A
PERMANENT GROUND COVER.
9. SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE WHERE LAND- DISTURBING ACTIVITIES HAVE
TEMPORARILY OR PERMANENTLY CEASED ACCORDING TO THE SCHEDULE ON THIS DRAWING.
10. ALTHOUGH STABILIZATION IS USUALLY SPECIFIED AS GROUND COVER, OTHER METHODS, SUCH AS CHEMICAL
STABILIZATION, MAY BE ALLOWED ON A CASE -BY -CASE BASIS
S T
0 R
M
W
A
T E
R
I N S P E CT I O
N
R
E
QU
I
REM E N TS
1. ALL EROSION AND SEDIMENTATION CONTROL FACILITIES SHALL BE INSPECTED BY OR UNDER THE DIRECTION OF THE
OWNER'S REPRESENTATIVE AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS AFTER ANY STORM
EVENT OF GREATER THAN 0.5 INCHES OF RAIN PER 24 HOUR PERIOD, A RAIN GAUGE SHALL BE MAINTAINED ON THE SITE
AND A RECORD OF THE RAINFALL AMOUNTS AND DATES SHALL BE KEPT.
2. SITES DISCHARGING TO STREAMS NAMED ON THE STATE'S 303(D) LIST AS IMPAIRED FOR SEDIMENT - RELATED CAUSES
MAY BE REQUIRED TO PERFORM ADDITIONAL MONITORING, INSPECTIONS OR APPLICATION OF MORE - STRINGENT
MANAGEMENT PRACTICES IF IT IS DETERMINED THAT THE ADDITIONAL REQUIREMENTS ARE NEEDED TO ASSURE
COMPLIANCE WITH THE FEDERAL OR STATE IMPAIRED - WATERS CONDITIONS. IF A DISCHARGE COVERED BY THIS PERMIT
ENTERS A STREAM SEGMENT THAT IS LISTED ON THE IMPAIRED STREAM LIST FORSEDIMENT- RELATED CAUSES, AND A
TOTAL MAXIMUM DAILY LOAD (TMDL) HAS BEEN PREPARED FOR THOSE POLLUTANTS, THE PERMTTTEE MUST IMPLEMENT
MEASURES TO ENSURE THAT THE DISCHARGE OF POLLUTANTS FROM THE SITE IS CONSISTENT WITH THE ASSUMPTIONS
AND MEETS THE REQUIREMENTS OF THE APPROVED TMDL.
3. ONCE LAND DISTURBANCE HAS BEGUN ON SITE, STORMWATER RUNOFF DISCHARGES SHALL BE INSPECTED BY
OBSERVATION FOR STORMWATER DISCHARGE CHARACTERISTICS AS DEFINED BELOW AT THE FREQUENCY ABOVE TO
EVALUATE THE EFFECTIVENESS OF THE POLLUTION CONTROL FACILITIES OR PRACTICES. IF ANY VISIBLE
SEDIMENTATION IS LEAVING THE DISTURBED LIMITS OF THE SITE, CORRECTIVE ACTION SHALL BE TAKEN IMMEDIATELY
TO CONTROL THE DISCHARGE OF SEDIMENTS OUTSIDE THE DISTURBED LIMITS.
STORMWATER DISCHARGE MONITORING MONITORING
CHARACTERISTICS TYPE LOCATION
OIL SHEEN SEE FOOTNOTE STORMWATER DISCHARGE OUTFALL
FLOATING SOLIDS SEE FOOTNOTE STORMWATER DISCHARGE OUTFALL
SUSPENDED SOLIDS SEE FOOTNOTE STORMWATER DISCHARGE OUTFALL
DISCOLORATION SEE FOOTNOTE STORMWATER DISCHARGE OUTFALL
TURBIDITY SEE FOOTNOTE STORMWATER DISCHARGE OUTFALL
FOOTNOTE: THE MONITORING REQUIRES A QUALITATIVE OBSERVATION OF EACH STORMWATER OUTFALL. NO
ANALYTICAL TESTING OR SAMPLING IS REQUIRED.
INSPECTION RECORDS MUST INCLUDE, AT A MINIMUM, THE FOLLOWING:
1) CONTROL MEASURE INSPECTIONS.
II) STORMWATER DISCHARGE INSPECTIONS.
111) VISIBLE SEDIMENTATION FOUND OUTSIDE THE SITE LIMITS.
IV) VISIBLE SEDIMENTATION FOUND IN STREAMS OR WETLANDS.
4. VISIBLE STREAM TURBIDITY - IF THE DISCHARGE FROM A SITE RESULTS IN VISIBLE STREAM TURBIDITY, INSPECTION
RECORDS MUST RECORD THAT EVIDENCE AND ACTIONS TAKEN TO REDUCE SEDIMENT CONTRIBUTIONS. SITES
DISCHARGING TO STREAMS NAMED ON THE STATE'S 303(D) LIST AS IMPAIRED FOR SEDIMENT - RELATED CAUSES MAY BE
REQUIRED TO PERFORM ADDITIONAL MONITORING, INSPECTIONS OR APPLICATION OF MORE- STRINGENT MANAGEMENT
PRACTICES IF IT IS DETERMINED THAT THE ADDITIONAL REQUIREMENTS ARE NEEDED TO ASSURE COMPLIANCE WITH
THE FEDERAL OR STATE IMPAIRED4ATERS CONDITIONS.
5. ANY VISIBLE SEDIMENT BEING DEPOSITED IN ANY STREAM OR WETLAND OR ANY NONCOMPLIANCE WHICH MAY
ENDANGER HEALTH OR THE ENVIRONMENT, CONTACT NC DENR DWQ WITHIN 24 HOURS OF BECOMING AWARE OF THE
DEPOSITION.
6. RECORDS OF INSPECTIONS MADE DURING THE PREVIOUS 30 DAYS SHALL REMAIN ON THE SITE AND AVAILABLE FOR
AGENCY INSPECTORS AT ALL TIMES. OLDER RECORDS MUST BE MAINTAINED FOR A PERIOD OF ONE YEAR AFTER
PROJECT COMPLETION AND MADE AVAILABLE UPON REQUEST. ELECTRONIC STORAGE OF RECORDS WILL BE ALLOWED
IF APPROVED BY THE PERMITTING AUTHORITY.
7. NC DIVISION OF LAND QUALITY SECTION CONTACT RALEIGH REGIONAL OFFICE
3800 BARRETT DR
RALEIGH, N.C. 27609
919- 791 -4200
FAX [phone]
NOTIFICATION OF COMBINED SELF - MONITORING AND SELF- INSPECTION FORM;
THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO REQUIRE THAT PERSONS
RESPONSIBLE FOR LAND - DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH PHASE OF THE PROJECT TO
MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED. RULES
DETAILING THE DOCUMENTATION OF THESE INSPECTIONS TOOK EFFECT OCTOBER 1, 2010.
TO SIMPLIFY DOCUMENTATION OF SELF-INSPECTION REPORTS AND NPDES SELF - MONITORING REPORTS, DWQ
AND DEMLR DEVELOPED A COMBINED FORM. THE SELF - INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY
SELF - MONITORING PROGRAM OF THE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES. THE FOCUS
OF THE SELF - INSPECTION REPORT IS THE INSTALLATION AND MAINTENANCE OF EROSION AND SEDIMENTATION
CONTROL MEASURES ACCORDING TO THE APPROVED PLAN. THE INSPECTIONS SHOULD BE CONDUCTED AFTER
EACH PHASE OF THE PROJECT, AND CONTINUED UNTIL PERMANENT GROUND COVER IS ESTABLISHED. THE FORM
CAN BE ACCESSED AT: HTTP:1/ PORTAL .NCDENR.ORG /WEB /LR/EROSION
IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM, PLEASE CONTACT THE RALEIGH REGIONAL OFFICE AT
(919) 791 -4200.
THIS DRAWING SHALL BE CONSIDERED PRELIMINARY - NOT
FOR CONSTRUCTION UNLESS PROPERLY SIGNED AND SEALED
SEAL:
C:H2MH1LLs
CH2MHIL PROJECT NO.: 490823
NORTH CAROLINA
CERTIFICATE OF LICENSURE
CH2M HILL North Carolina, Inc.
1500 International Drive
Spartanburg, SC 29303
NO, F -1277
oxx t A
o
SEA
.4 0 ,
L AS
ff # #1t11�
3
1 6 AUG 2014
REVISED CONSTRUCTION SEQ
MEH
CDW
2
19 JUN 2014
ADDED NCDENR COMMENTS
HMS
MEH
1
10 JUN 2014
ADDED NCDENR COMMENTS
MEH
CDW
0
21 MAY 2014
INITIAL ISSUE
HMS
MEH
NO.
DATE
I REVISION OR ISSUE
BY
CK
AP
TITLE:
I� 3
p k
tit 1�1�.
STORMWATER AND
NPDES NOTES
DRAWN: ME HESTER
DESIGNED BY: ME HESTER
DRAWING SCALE: NONE
DRAWING NUMBER:
C -0003
CHECKED BY: CD WALKER
APPROVED BY:
REV
3
CL
co
ICU
r
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�s
d
0
m
a
LO
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CD
ri
0
U
qi
E
Z

45.43'
F2-'2--2-'-(
LO ! L' 0
w w
z w W
. �A14
�,uen�r
Q 11 21
' ° "� BLDG SETBACK
GEORGIA PACIF! WOOD PRODUCTS
D.B. 619, PG. 182 PRN: 20681
�Q PROPOSED r`
RET NcIN -=1 ;r� ` 59' „
WALL
W
SITE INFORMATION
CAR PARKING SUMMARY
CAR PARKING REQUIREMENTS
ACCESSIBLE
REGULAR
TOTAL
PERSON COUNTY
REQUIRED
CONDITION
128
COUNT
TABLE 110 -3 RATE
PARKING
120
FUTURE
0
14
SPACES
TOTAL PROVIDED
TAX MAP NUMBER
82 EMPLOYEES 1ST SHIFT
1 SPACE PER 1.5
091800• -53- 1735.000
INDUSTRIAL
15900
25 EMPLOYEES 2ND SHIFT
EMPLOYEES
72
2,015,759.93
5,058.97
107 TOTAL
538.28
PK NAIL 4
TRUCK PARKING
2,015,862.81
43 TRUCK SPACES
1 SPACE PER
43
PK NAIL 5
983,885.68
2,015,910.97
TRUCK SPACE
6,157.59
TOTAL
115
W
SITE INFORMATION
CAR PARKING SUMMARY
CONDITION
ACCESSIBLE
REGULAR
TOTAL
EXISTING
4
124
128
WITH RESTRIPPING
5
115
120
FUTURE
0
14
14
TOTAL PROVIDED
TAX MAP NUMBER
A5810
134
PROJECT NAME
LINE 5 EXPANSION
OWNER
SPUNTECH INDUSTRIES LTD
ADDRESS
555 NORTHPARK DR
ROXBORO, NC 27573
TELEPHONE
(336) 330 -9000
ZONING
GI
JURISDICTION
PERSON COUNTY ZONING/
CITY OF ROXBORO WATER, SEWER & FIRE
PROPOSED USE
MANUFACTURING
LOT SIZE
PARCEL 1 = 32.71 ACRES
PARCEL 2 = 22.44 ACRES
TOTAL = 55.15 ACRES
TOWNSHIP
WOODSDALE
TAX MAP NUMBER
A5810
TAX PARCEL PIN
NUMBER
091800• -53- 1735.000
TAX PARCEL RECORD
NUMBER
15900
DEED BOOK/PAGE
5161563, 646 / 211, 833 / 196, 833 / 198
NOTES:
�'' ✓ ; - -� u . LIMITS OF WORK
/ PAR 1 1G SPACE PROPOSED -
12 "x55 P DO NOT ENTER
/ } SIGN 2 DOLING TOWER
/ S a TRUCK PARKING s.+ UILDING
_ B ' ✓✓
EXIST �> PROPOSE D`242`A5,
z 4 i $ PROPOSED PME V { ,P ,4
i i , r r_ �` - :7 , i4tis s <..�' E1�4f� ' ROAD
;<���E 3` �! PROPOSED METER CABINET. �� °� its ! PL_ICE BOX !.
```"",�,�;''' I ONE WAYw`
PROPOSED SPLICE BOX
SIGN
r"� '� ..y,F vtt ��i qz�: i,1 M[r��p� i»ity a rip Y -p 3 i3>y -':a ✓`
,,,4 [ `�' I 89,59'26"E 79.15
�x F P i :s `�, l.� 4 .,, S;:p, l._.._..„.. _.z !. r f s ti;. •� HVAC
,
r °.: I S B U 1 LD! r< �z
DUMPSTER PAD S
EORGIA PACIFIC WOOD PRODUCTS
/ ��
F r� STER PA
T 4 !.. � .! � -�. 5.'4.4.
,,`.�
�t TRUCK PARKING ETER.,...., 9, PRN: 20987
' � P 182
F
ROOF HEIGHT = 37.0' 7 `4 }} i4`;,= }s �, 1 *.
P O O ED T N F R ER E S I .; ` ' �� ,�,,� `` rs,. 8g° 9 26
r^
T A S �I ;\ :• ,•:1 f.= �. .. }.. 'y ' 4 ,1 `�
�2-)55-'(Typ) INGSP CE PROPOSED BUILDING • ��. 1 o��I 1 I I 1!g l I l I l l l l l l l l l 1 r_ �� / � FFE (538.5) ��� ` O O
�! A � T I I CA: 17 °27'25" Y �z 3 g L Rod: 445.00' HI J/1 UlzL L
>. PK NAIL ROOF HEIGHT = 40.0 © Chd: 'i ,£ >f rc: ,>
1 N 31 °5811 W
PK NAIL 1 _
PROPOSED r z
135.00 ti
L- POWER SERVICE
ROOT HEIGHT = 44.0'! EXIST�F� j CA: 17 °27 25
Rod: 385.00'
t,g����f����g k�� °� °,• .:, (BURIED) EXISTING BUILDING � Arc: 117.30'
p -� CONCRETE �°
PARCEL ELEV = 538.5 PROPOSED UNDERGROUND UTILITIES PAR I S A ° „
/ J v
° " �- 32.71 ACRES os•�o ss-,9 PK NAIL 4 © PK NAIL 5 12'x 5' } { Chd: S 31 58 1 1 E
4 23 ,: o 116.85'
( ST ;'' 1,424,985 r'
,dad: 1941. 0 0 r
/ Arc: 1 16 .42' CO CRETE .`. z _ SQ.FT. PRN: PROPOSED _ I o
�/C�hd: N, 11 °4 '00" E ROOF HEIGHT 40.0' 15900 BUILDING ROOF HEIGHT 40.0
1 148.0 FFE (538.5) r 10 UTILITY EASEMENT
f 24.
CA: 95'19'26"
/ \ a LIMITS OF WORK © HO
L�f OPO / / /���/ / /� /r���r/ • 0 SEE Rod: 335.00,
S ICE / ; PROPOSED; Arc: 557.35' -
R� BO 8 BUILDING a':'' Chd: S 24 °25' 15" W
F FFE (538.5) ;, �; PA KINGS .. / 495.26 .�
PROPOSED ° ��� �A ,,..,,.; r `;, /
550,000 GAL
' CA: 95° 19'20"
- 1 Rod: 395.01'
WATER i ° y.' .,
% / WATE 40 °0,� °`�1 / EMPLOYEE PARKING r�' �'�+:'I Arc: 657.18'
,J TANK / .00' a Q ,
��, i,, Chd: N 24 °25 15 E
�i
W a -
\y _
GAT __ - - - - -- - -
n,...�p.,...�... BUR v,,,.. rte..,.. Naw..W,x�:,.:.�...,,.., -. �,�,... —"
+� RN 0 rLni m�� `��TSW'i �5'S :48
20 SEWER ' \ 430 NO HPA K D,
oo-
EASEMENT N
.` . i -av� e
CA: 3 °02'04„ h' XI ' °., /rf �.....�....�. -. ETLAND
l /r ry� r
Arc: 63.61 EASEMENT
' CA: 40 °02'01 "
/ Chd: S i ELEPHONE Rod: 280.00'
y� DESTAL
�� �
24',31'59" W ,� � Arc: 224.96
_ 47.14' "� �
°55'45 "VV 63.60' ` ' .,�, ° Chd: N 49 °03'58" E . ROBERT L. WALKER &
68° 10'2 8 " W 21 1 P �� 218.96' OTHERS D.B. 229, PG. 177
BOUNDARY AL_ONG' °'�.
I
° ••�
CENTERLINE CREEK o`�' 44.23' � �� �, ����� �. ,� (' PRN: 650
91-92' `` c� N 7 0' 4 0' 9 "� �; d : 14 0'�•., I • J C
�� 3 �.�.% PARCEL 2
ti*v, 6' Chd: 58 E
22.44 ACRES
F,o � � .. . � • POND �'
�,. PERSON COy f �. ' �� 977,556
ICY i `� D.B. 181 P . 1 / CA: 3° 16'15" SQ. �. PRN:
t o PRN: Z' 16 Rod, 865.98' . ET�,AND.1 20988 '>
BLANCHE B. CLAY r� / Arc: 49.44' J �'
LIFE EST. a
� Chd: S 1 °22'52" W
D.B. 792 PG. ° EIP �° , Q 49,43'
524 PRN: 239 ���, !�
CA: 3 °02 42 0� �
y Rod: 855.98
Arc: 46.02'
59.0 �
Chd. S 03 °03'03" W ;J 1 .16' D
�_ 46.02 - 75.50
N 64-43'25"W
\
45.41' q, y
S 4,7'20'57" `L
�`� /� 41-28' Tj� e,'° ` \
5 7.7 7 N 87 °11'05 "W s
N 6 °30'29 "W �' ->92�-
36 0
7' MARTIN R. ��{?L
S 86 °44'05 "W MCGHEE 8c
SHELIA MCGHEE NC SPC NAD 83 9
D.B. 462, PG. NGS MONUMENT
ljlr/2- PRN. 12376 r NA
s
N= 982011.28, Oq0�,
E=20191 72-22
ELEV =555.1 1
PERSON COUNTY
D.B. 833, PG. 200
PRN: 16841
F
CONTROL MONUMENT TABLE
STATE PLANE COORDINATE
PLANT COORDINATE
ELEVATION
BENCHMARK
NORTHING
EASTING
NORTHING
EASTING
NAVD 88 DATUM
PK NAIL 1
983,638.54
2,014,766.78
5,013.33
4,992.90
537.31
PK NAIL 2
983,844.80
2,015,311.03
5,042.00
5,574.21
535.24
PK NAIL 3
984,007.92
2,015,759.93
5,058.97
6,051.54
538.28
PK NAIL 4
983,78417
2,015,862.81
4,814,41
6,080.52
533.87
PK NAIL 5
983,885.68
2,015,910.97
4,896.17
6,157.59
532.93
THIS DRAWING SHALL BE CONSIDERED PRELIMINARY - NOT
FOR CONSTRUCTION UNLESS PROPERLY SIGNED AND SEALED
N 5000
1. SEE DRAWING 0-4002 FOR LEGEND,
ABBREVIATIONS AND GENERAL NOTES.
H2MHILLO
CH2MHILL PROJECT NO.: 490823
NORTH CAROLINA
CERTIFICATE OF LIGENSt1RE
CH2M HILL North Carolina, Inc.
1500 International Drive
Spartanburg, SG 29303
NO. F -1277
STAMP-
2. WORK NOTED AS "HOLD" NOT INCLUDED IN BIDS
IN THIS SPECIFIC LOCATION.
N
z -�
4
a
17 °55'59 "
0 80 160 240
H
:�
(0II1
2 09-JUL -2014 REVISE 16' ROAD T4 ONE WAY HMS MEH
1 18 JUN 2014 REVISE ROAD WIDTH aL"'7 FH HMS MEH
0 21 MAY 2014 INITIAL ISSUE HMS MEH
NO. DATE REVISION OR ISSUE BY CK AP
UJ o
(n
0 �Rp
SITE
N4RTHPARK
�v
VICINITY MAP
NOT
TITLE: ca
cn
OVERALL SITE
m
PLAN�r
DRAWN: HM SWEAT CHECKED BY: CD WALKER �
DESIGNED BY: ME RESTER APPROVED BY: •�
DRAWING SCALE: 1 " =80' �
CD
DRAWING NUMBER: REV U
N 3500 I G -000
4 1 2 1
IVA
TO SCALE
DRAWING NUMBER: REV U
N 3500 I G -000
4 1 2 1
IVA

0
0)
iin
LLrI
. ..... ......
GEORGIA PACIFIC WC
D.B. 619, PG. 182 :IRN:
C)
OD PRODUCTS
20681 w
w
co
U*)
w
w NOTES:
C�
525 ----------- 7
LO
Uj
EE DRAWING C-0002 FOR LEGEND,
N 5400 ABBREVIATIONS AND GENERAL NOTES.
B-i
ap
V
-'WET�_AND
IV
If 0
I1> Jill
<
N 5300
l<
A3
ESSMIH - AA7
T/EL 563.43
IE 547,40
r
-,-ESSMH-, AA6
660 TIEL = 658.30
S
Z,
Ilia)
---rE 529.80-
. .....
- --- --- - -----
XLS
AN_SfGR WE- R
IE = 545.80
--------- ........
EX I ST'I'No JRANSFER
EXIST
. ...... ....... ---- -- . ..... . __550
SWITCH
E -BUR
ABAND D ONE
AREA
><
C
---------
EXIST
BUILDING
9
LXIST BUILDING
ELEV 5 3 5.7 -------- ---
-E -BUR
545 4()
- ------
.............
EX
S01- E
IEi%= 529.50
EXIST 6)�,AVEL
+
DRI VE p
........
Ox
. ...................
.... ....... ...
IB-7
ELECTRICAL DtJCT
BANK
> E8
T/EL 533-68
N
0
. ... ...... ..
IE Uj
Ljj
>i
ESSMH_:_�4 co
......
IE
B-6
),N KIST ,G CONCRETE PA
I f
E=
EXPANSION LOOP
(BURIEDj­_' ----
--
'EXISTTIN
F_
z
f I
...... ...
=­529. 66,­_
0-
EXIST�NG EXISTING
X
LL
00
CONCRETE COD
CONCRETE
INAMF N 5QPO
B-3
COL LINE INTERSECTION "'I A�
D "K" E
PROCESS PIPIN GJ
ROOF HEIGHT 40.0, 0
0
N 5000�00
E 5000.00
X1STII`
CONCF
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0 40 80 120
B-40
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PLATFORM EXISTING CONCRETE
EXISTING 131_1�04G
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CH2MHILL PROJECT NO.: 490823
ROOF HEIGHT
ROOF HEIGHT 40V NORTH CAROLINA
to CERTIFICATE OF LICENSURE
CH2M HILL North Carolina, Inc.
1500 International Drive
EXIST GRAVEL-
Lj
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EkSTING BUILDING
ESSMH BB2
T/EL = 534.98
IE 533.65
EXISTING BUILDING
Spartanburg, SC 29303
NO, F-1277
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NO] DATE REVISION OR ISSUE BY CK AP
20� SEW\Ll�
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TITLE:
C( SITE
EXISTING CONDITIONS PLAN
I01
SMH-9,/
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1E 504.80"_11-1-11-
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. ...... (17
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DRAWN: HM SWEAT CHECKED BY, CD WALKER
DESIGNED BY: ME HESTER
- ------ _PERSON *
DRAWING SCALE: V`40'
POND DRAWING NUMBER: REV
PRN'
THIS DRAWING SHALL BE CON E VIN ARX - NOT --N 4'30P]
Y,
___-j
ES R ER N A E D FOR CONSTRUCTION UNL C-0005 0
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NOTES:
1. A STABILIZED ENTRANCE PAD OF #5 WASHED STONE OR RAILROAD BALLAST SHALL BE LOCATED WHERE TRAFFIC WILL
ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET.
2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE.
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT
ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL
STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY.
5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET.
WHEN WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO
AN APPROVED SEDIMENT BASIN.
100' (MIN)
EXISTING GROUND
PUBLIC STREET
zI I I(I it SOIL STABILIZATION
� I ICI I I, .I I I-
FABRIC UNDER #5
c WASHED STONE
100' (MIN)
'� STABILIZED CONSTRUCTION ENTRANCE
' J NTS
C -0008
>x �
OZ
ww
w
ry
I- Q
U
�
Uj
aw
PG��G
1 �
MANUFACTURER
RECOMMENDED
STAPLES r
12" MIN SPACING (TYP)'
f �
r/
e
r
e ii
� r
-lilt 1
I =1111 I
11- III -III
111 =111 111 I I
- 111 -1 l i -III -1
=1 I i -I 11 =1 I I
I-
�
III I M-I 11111TI
111 =1 11= KEY /ANCHOR
=111 =1 I F MATERIAL AT
TOP OF SLOPE
EL
iD X
LU
©�
LANDLOK CS2 OR APPROVED EQUAL
EROSION CONTROL BLANKET
KEY/ANCHOR
INSTALL PER MANUFACTURER'S MATERIAL TO
RECOMMENDATIONS TOE OF SLOPE
GENERAL NOTES:
1. LAY BLANKETS LOOSELY AND STAKE OR STAPLE TO MAINTAIN DIRECT CONTACT WITH THE SOIL. DO NOT STRETCH.
2. * DIMENSIONS SHOWN ARE MINIMUM, MANUFACTURED PRODUCTS MAY HAVE ADDITIONAL REQUIREMENTS THAT MUST BE
MET.
3. SLOPE SURFACE SHALL BE FREE OF ROCKS, SOIL CLODS, STICKS, GRASS. MAT/BLANKETS SHALL HAVE GOOD SOIL
CONTACT.
4. THE DETAIL SHOWN IS FOR SLOPE MATTING. FOR CHANNEL OR PIPE OUTFALL MATTING SPECIFICATIONS, PLEASE REFER TO
MANUFACTURER'S GUIDELINES.
4
EMBANKMENT MATTING DETAIL
NTS
C•0008
TOP OF DITCH
STORM 3. -0"
DRAIN PIPE TIEL SEE PLANS
FLOW FLOW
-11-7�5- c7i�t�A
LEVEL LIP OF 4 "x4" TREATED
SPREADER TIMBER INSTALLED
RIPRAP 18 " THICK ON REBAR LEVEL, ANCHOR WITH
MIRAFI 50OX FILTER FABRIC #4 REBAR 18" LONG
@3' -0" CENTERS
INSTALLATION NOTES.
STE
WIRE FENCING
WOVEN FILTER FABRIC
0
CV
GENERAL NOTES:
8' (MAX)
1. WIRE FENCING SHALL BE AT LEAST #10 GAGE WITH A MINIMUM OF 32" IN WIDTH AND
SHALL HAVE A MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING AND MAXIMUM 12"
2. TEEL POSTS L E' -0 I A E F S F- A E E A L S
TYPE.
3. URN SILT FENCE UP SLOPE AT ENDS.
4. DRAINAGE AREA CAN NOT BE GREATER THAN 114 ACRE PER 100 FT OF FENCE.
5. LOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
6 DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR
OTHER AREAS OF CONCENTRATED FLOW.
INSTALL LANDLOK CS2 EROSION
CONTROL BLANKET IN 7.5 FT
WIDTHS PER MANUFACTURER'S
RECOMMENDATIONS
BURIED 6" (MIN)
1. INSTALL MATTING, MIN. 7.5 FT. WIDE, SHOULD EXTEND 6" OVER THE
LEVEL LIP AND BE BURIED 6" DEEP IN A VERTICAL DITCH ALONG THE
LOWER EDGE.
2. ENSURE THAT THE SPREADER LIP IS LEVEL THROUGHOUT ITS LENGTH.
3. CONSTRUCT THE LEVEL SPREADER ON UNDISTURBED SOIL (NOT ON
FILL).
4. DISPERSE RUNOFF FROM SPREADER ACROSS A PROPERLY STABILIZED
SLOPE, MAKING SURE SLOPE IS SUFFICIENTLY SMOOTH TO PREVENT
RUNOFF FROM CONCENTRATING.
5. IMMEDIATELY AFTER CONSTRUCTION, APPROPRIATELY SEED AND
MULCH THE ENTIRE DISTURBED AREA OF THE SPREADER.
SECTION
—
NTS
NTS
20 SQ YARDS OF RIPRAP MIN
ON MIRAFI 50OX OR TREVIRA
14-5 FILTER FABRIC
w
J
6 a 1
ZE -000 w
nqVSLOP 0
W
FLAT BOTTOM DITCH WITH 3:1--�
SIDE SLOPES. BOTTOM
WIDTH TO EQUAL 1.5 TIMES
OUTFALL PIPE DIAMETER
C -0008
PE
NTS
3:1
LINE BACK OF LE
3:1 SPREADER WI7 LANDLOK CS2 1
IrLA
EROSION CONTR
w
J
C CD
1
w
w
U)
-'� 4x4 TREATED POST LEVEL
ACROSS BACK SPIKE TO
GROUND WITH 18" LONG #4
REBAR @ 3' -0" CENTERS
if
STANDARD FLAT
EW BOTTOM DITCH
.E-� WITH 3:1 SIDE
SEE TABLE SLOPES
RMANENT LEVEL SPREADER
z
� m
w
J
z_
as
- STEEL POST
WIRE FENCING
- FILTER FABRIC
- #5 WASHED STONE
OQ�
FLOW . '
4" (MIN)
MAINTENANCE NOTES:
1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE
PARTY OR HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST
DAILY DURING PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE
MADE IMMEDIATELY.
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE
END OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS
NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY.
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH HALF
THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN
PLACE AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO
CONFORM TO THE EXISTING GRADE, PREPARED AND SEEDED.
TEMPORARY SILT FENCE
NTS
C- •00008
Clo � D
v °ra c� o� oq0 @J w° QA Qb �jotl o�cLi acp4o q cAa° G? o4c7°�
#5 WASHED STONE -.
TS
(114" TO 112" GRID OPENING)
r CONCRETE BLOCK
SPECIFIC APPLICATION:
THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS
ARE EXPECTED AND WHERE OVERFLOW CAPACITY IS NECESSARY TO
PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE.
DROP INLET
WITH GRATE
TEMPORARY BLOCK AND
GRAVEL STONE INLET PROTECTION
�..✓ NTS
C -0008
GENERAL NOTES
1. RIPRAP TO BE NCDOT CLASS B.
2. CHECK DAMS MAY BE USED IN SLOPING DITCHES OR
CHANNELS TO SLOW VELOCITY OR TO CREATE SEDIMENT
TRAPS.
3. ENSURE THAT MAXIMUM SPACING BETWEEN DAMS PLACES
THE TOE OF THE UPSTREAM DAM AT THE SAME ELEVATION AS
THE DOWNSTREAM DAM (SEE DIAGRAM BELOW).
NCDOT CLASS B RIP RAP
FILTER CLOTH -�
A MAXIMUM SPACING
!-
k�7 B
_ �I
A AND B ARE AT EQUAL ELEVATIONS
�--2
1I
4' TO 6'
CROSS SECTION
I*, I A IL I
TEMPORARY ROCK C
NTS
C -0008
HECK DAM
)TH
THIS DRAWING SHALL BE CONSIDERED PRELIMINARY - NOT
CH2MHILLO
CH2MHILL PROJECT NO.: 430823
NORTH CAROLINA
CERTIFICATE OF LICENSURE
CH2M HILL North Carolina, Inc.
1500 Intemational Drive
Spartanburg, SC 29303
NO, F -1277
STAMP:
GA�i�ii ij
�. SEA
• o I�m_
it
1
10 JUN 2014
ADDED NCDENR COMMENTS
MEH
CDW
D
0
21 MAY 2014
INITIAL ISSUE
KMN
MEH
NO.
DATE
REVISION OR ISSUE
BY
CK
AP
E
m
LO
T[(
N.R. . . . t tI' . Lt4.
c7
TITLE:
SITE SECTIONS AND DETAILS
SHEET 1
D
DRAWN: KM NETTLES
CHECKED BY: CD WALKER
DESIGNED BY: ME NESTER
APPROVED BY:
a
c5i
DRAWING SCALE: AS NOTED
0
DRAWING NUMBER:
REV
U
cn
z

GENERAL NOTES:
1. AREA UNDER EMBANKMENT AND BASIN SHALL BE CLEARED, GRUBBED, AND STRIPPED OF ANY VEGETATION AND ROOT MATERIAL.
2. THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER WOODY VEGETATION AS WELL AS OVERSIZED STONES, ROCKS, ORGANIC MATERIAL OR
OTHER OBJECTIONABLE MATERIAL. THE EMBANKMENT SHALL BE COMPACTED BY TRAVERSING WITH EQUIPMENT WHILE BEING CONSTRUCTED. SPILLWAYS SHOULD NOT
BE CONSTRUCTED THROUGH FILL SECTIONS. ALL SPILLWAYS SHOULD BE LINED AND /OR RIPRAPPED.
3. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO DEPTH SHOWN ON STANDARD.
REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA IN SUCH A MANNER THAT IT WILL NOT ERODE.
4. THE TRAP SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NECESSARY.
5. CONSTRUCTION OPERATION SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION IS MINIMIZED.
6. ALL CUT AND FILL SLOPES SHALL BE 2:1 OR FLATTER, UNLESS CERTIFIED BY REGISTERED GEOTECHNICAL ENGINEER.
7, SEDIMENT BASIN EMBANKMENTS SHOULD BE PROVIDED WITH EROSION CONTROL AND STABILIZATION.
8. STORAGE AREA MAY BE CONSTRUCTED IN ANY SHAPE PROVIDED THE MINIMUM STORAGE VOLUME REQUIREMENT IS MET. THE BASIN SHOULD ALSO BE ORIENTED SUCH
THAT THE FILTER AND THE MAIN FLOW OF WATER AND SEDIMENT ARE ON OPPOSITE ENDS ON THE LONGER BASIN DIMENSIONS.
9. THE LENGTH OF THE STONE OUTLET (SPILLWAY) IS TO BE BASED ON A 10 YEAR STORM.
10. WHENEVER TOPOGRAPHY ALLOWS, THE BASIN LENGTH SHOULD BE TWICE (2X) THE BASIN WIDTH, TO ALLOW FOR SETTLING. BAFFLES SHALL BE INSTALLED IN ALL BASINS.
11. CLEANOUT STAKES SHALL BE PLACED IN ALL SEDIMENT BASINS AT THE LOW POINT IN THE BASIN. THE STAKES SHALL BE MARKED SHOWING THE HALF FULL, CLEANOUT
POINT, OF THE BASIN,
12. SAFETY FENCING THIGH SHOULD BE PLACED AROUND ALL SEDIMENT BASINS.
13. FOR DESIGN OF SEDIMENT BASIN, REFER TO THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES, EROSION AND SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL,.
14. FOR SLOPES GREATER THAN 10" IN LENGTH AND PROTECTED BY SILT FENCE AT THE TOE OF THE SLOPE, SLOPE TERRACING WILL BE REQUIRED.
15. THE BERM ON SEDIMENT BASINS SHALL BE SEEDED ONCE FINAL GRADE HAS BEEN REACHED. THE SILT FENCE MAY BE REMOVED IF PERMISSION HAS BEEN GRANTED BY
THE CITY OR STATE LAND DEVELOPMENT INSPECTOR AFTER THE GRASS HAS GERMINATED AND STABLE GROUND HAS BEEN ESTABLISHED.
16, WASHED STONE AND WIRE BACKING SHALL BE USED WITH SILT FENCE WHENEVER SILT FENCE IS PLACED AT THE TOE OF THE SLOPE 10' VERTICAL OR ALONG ANY
CHANNEL OR WATER COURSE WHERE 50' OF BUFFER IS NOT PROVIDED.
(`"���MPORARY SEDIMENT BASIN GENERAL NOTES
NTS
HOG WIRE
ATTACHED TO
POSTS WITH
WIRE TIES
ADS FFN
S
WIRE FENCE FABRIC,
6" VERTICAL STAYS,
10 GAGE
BAFFLE INSTALLATION - STEP 1
4' -0" MAX SPACING
(TYPICAL)
UAF F-
EARTH BEI
TOP OF BAFFLE
SHOULD BE 6"
BELOW THE TOP OF
THE BERM
COIR FIBER MAT 100% ------ - N� ��� 47RR
COCONUT FIBER (COIR) TWINE���
WOVEN INTO HIGH STRENGTH m t -
MATRIX, WEIGHT 20 OZ/SY,>
OPEN AREA (MEASURED) 50%
BAFFLE INSTALLATION -STEP 2
NOTES:
1. DRIVE STEEL POST AT LEAST 24" INTO
5 STEEL POST SOLID GROUND.
FLOW Z 2. USE STAPLES V APART HORIZONTALLY AND
VERTICALLY TO ATTACH THE COIR FIBER TO
8" X 6" TRENCH ca THE HOG WIRE.
BACKFILL AND COMPACT ce)
FENCE AND COIR FIBER 3. SPACE THE BAFFLES ACCORDING TO THE
MAT BURIED IN TRENCH APPROVED PLAN.
=- 111 - 111-11 I - 1� -iE1- 4. THE BASIN BERMS SHOULD BE SEEDED
-1 I II �lI I f 111 - III =11 IMMEDIATELY AFTER THE BASIN IS
CONSTRUCTED.
TEMPORARY SEDIMENT BASIN BAFFLE
R'
NTS
NOTE: PROVIDE 3 COLLARS PER PIPE,
LOCATE ONE AT CENTERLINE OF BERM
#4 @ 9" OC, EW AND OTHERS AT 8' EACH SIDE OF THE
BERM CENTERLINE
0
PIPE OUTSIDE
DIMENSION PLUS 4' -0"
-1 I f---•i 11 -III- ? E- III -I E I -E
ANTI -SEEP COLLAR ----
FLEXIBLE BUTYL RESIN
SEALANT CONFORMING
TO AASHTO M -198
(CONSEAL OR BUTYL
TITE)
PIPE TO
WITHSTAND DEPTH
OF BURY
r
w
o�
OZ
�O
LL W
r)
OBTAIN COMPACTION
WITH HAND EQUIPMENT
(TYP)
ANTI - SEEPAGE COLLAR
NTS
SEDIMENT BASIN
ELEVATION
STORAGE
(FT)
(CU.FT)
520.2
521.20
521.0
670
522.0
5,085
5210
12,027
524,0
19,971
526.0
39,527
527.0
50,115
528.0
63,953
529.0
77,791
1
TOP OF RISER ELEV
SPILLWAY ELEV
PERSPECTIVE VIEW
PVC ELBOW
PVC END CAP
WATER SURFACE
00 00` PVC END CAP
y {4:
PVC TEE, PVC PIPE
' 112" HOLES IN 2Y2" SCHEDULE 40
UNDERSIDE PVC PIPE
FLEXIBLE
HOSE
PVC VENT
PIPE
BASIN RATING TABLE
WS DEPTH
(FEET)
FLOW
(CFS)
520.20
0.00
520.70
0.07
521.20
0.07
521.70
0.07
522.20
0.07
522.70
0.07
523.20
0.07
523.70
0.07
524.20
0.07
524.70
0.07
525.20
0.07
525.70
0.07
526.20
0.07
526.70
0.07
527.00
(FT)
BERM
19.57
528.00
19.90
528.20
24.26
528.70
48153
529,00
69.45
INFLOW
STRUCTURE
OR DITCH
SEDIMENT FOREBAY
AVERAGE _ AREA*
WIDTH _ LENGTH
* AREA OF BASIN WATER
SURFACE AT TOP OF
PRIMARY SPILLWAY
#5 WASHED STONE
SEDIMENT FOREBAY
INFLOW
STRUCTURE
1
we
'� .�
1=7
36" HIGH WIRE
FABRIC FENCE TO
LENGTH PROTECT SKIMME
10'
(MIN)
DETAIL 5
SKIMMER _001
PLAN VIEW
2' PRIMARY SPILLWAY (RISER)
NOTES:
1. FIRST BAFFLE IS TO BE CONSTRUCTED OF
RIP -RAP AND #5 WASHED STONE, WITH A MIN.
HEIGHT OF T AND MIN. TOP WIDTH OF 2'.
2. DIMENSION "H" IS FROM BOTTOM OF BASIN TO
THE CREST OF THE PRIMARY SPILLWAY.
3 l
TEMP
,,,,,_ EFFLUENT IQ
- STRUCTURE
ul >0>-
a -_ it
0wj
LL CO
z U_ Ul w W =10'
�_ ; I/ EMBANKMENT
T
SEDIMENT -� DETAIL 7
STORAGE ZONE BAFFLE -001
CROSS- SECTION VIEW
N I� �1 11-IIC
_TIII III- EMERGENCY
11 =III- SPILLWAY
III -1111
X111111111,,, I -III-
ANTI -SEEP COLLAR
3 PER BASIN
TEMPORARY SEDIMENT BASIN
DESIGN CRITERIA
DRAINAGE
DENUDED
AREA (ACRES)
100 ACRE
LENGTH TO
6:1
WIDTH
TO
RATIO
2 : 1
T
1$00 (CU. FT.
MIN. VOLUME
PER AC.
REQUIRED
DISTURBED)
SURFACE
435 (SQ. FT.
AREA
PER CFS Q10)
REQUIRED
(CFS)
SEDIMENT BASIN DATA BLOCK
BASIN
DRAINAGE
DENUDED
Q10
REQ'D
PROVIDED
REQ'D
PROVIDED
CLEAN
H
Z
T
TOP
TOP
TOP
BOT
RISER
SKIMMER
DEWATER
515.00 7' X 7'
AREA
AREA
(CFS)
BASIN
BASIN
BASIN
BASIN
OUT
(FT)
(FT)
(FT)
BERM
SPILLWAY
RISER
POND
DIA
ORIFICE
TIME
(ACRES)
(ACRES)
VOLUME
VOLUME
SURFACE
SURFACE
DEPTH
ELEV
ELEV
ELEV
ELEV
(IN)
DIA
(DAYS)
®�
(CU FT)
(CU FT)
AREA
AREA
(FEET)
(FEET)
(FEET)
(FEET)
(FEET)
(IN)
(SQ FT)
(SQ FT)
H/2 1
A
10.23
7.81
26.0
14,058
50,115
11,310
11,718
3.4
6.80
8.90
1.00
529.10
528A0
527.00
520.20
48
2.5
3.0
"C" ENCLOSURE
R FNTRY UNIT
10110111104
END VIEW FRONT VIEW
TEMPORARY FAIRCLOTH SKIMMER
NTS
SCHEDULE 40
PVC PIPE
ORIFICE
PLATE
e
TEMPORARY SEDIMENT BASIN
J NTS
C -0008
2.5 TYP
PROFILE
3 TYP
�� ■��- f
Ctr t 1(JN SPILLWAY
RIPRAP OVERFLOW
SPILLWAY DETAIL
NTS
COORDINATE SHOWN
ON PLAN INDICATES
CENTERLINE OF RISER
TRASH RACK TO 61-0"
BE # 4 REBAR
1 �
5 DETAIL
lot SKIMMER
1 4"
EL (523.60)T
EL (520.20)
'Kr
3" DIA STEEL POST
PAINTED FLUORESCENT
ORANGE COLOR. LOCATE
TO NOT INTERFERE WITH
SKIMMER
Y4" THICK PLATE
FLEXIBLE
#5 @9" EW (TYP) -�
WHEN SEDIMENT REACHES TOP
OF PLATE, THE BASIN MUST BE
CLEANED.
TABLE 1
OUTFALI.
PIPE
PIPE
DISCHARGE BASE
BASIN
ELEV.
SIZE
MATER/
ELEV DIMENSIONS
DESIGNED BY: ME HESTER
(FEET)
(IN)
FEET) FEET b
A
520.20
18
CMP
515.00 7' X 7'
(a) FLOATATION FACTOR OF SAFETY G1R-EATER THAN 1.5
48" CMP RISER ASTM
A760 ALUMINIZED
STEEL TYPE 2
CONCRETE COLLAR'I i $
WITH WATERTIGHT
SEAL -
1.� -..
18" THICK RIPRAP ON
MIRAFI 50OX FILTER
3 FABRIC
OUTFALL PIPE
-1i1 -- i SEE TABLE 1
FLOWS
OUTFALL ELEV - TABLE 1
24" MIN THICK CONCRETE BASE
EMBED RISER MIN 10" &
PROVIDE SIX 6" LONG LUGS
WELDED TO CMP, SEE TABLE 1
FOR BASE DIMENSIONS
TEMPORARY SEDIMENT
BASIN EFFLUENT STRUCTURE
NTS
THIS DRAWING SHALL BE CONSIDERED PRELIMINARY - NOT
FOR CONSTRUCTION UNLESS PROPERLY SIGNED AND SEALED
STAMP:
CwH2MH1LLe
CH2MHILL PROJECT NO.: 490823
NORTH CAROLINA
CERTIFICATE OF LICENSURE
CH2M HILL North Carolina, Inc.
1500 Intemational Drive
Spartanburg, $C 29303
NO. F -1277
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DRAWING NUMBER:
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SITE SECTIONS AND DETAILS Lon
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DRAWN: KM NETTLES
CHECKED BY: CD WALKER
DESIGNED BY: ME HESTER
APPROVED BY:
DRAWING SCALE: AS NOTED
DRAWING NUMBER:
REV
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C -0010
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(UNDER PAVEMENT ONLY)
GRATE INLET: NEENAH FRAME &
GRATE R- 3402 -E
NOTE: JUNCTION BOX: NEENAH FRAME &
SEE PLAN FOR LOCATION COVER R- 1733 -A OR APPROVED EQUAL
AND ELEVATION y4" EXPANSION JOINT MATERIAL
PAVEMENT 6" THICK CONCRETE PAD (GRATE
INLETS IN GRASS ONLY)
' I I =I V-1-11 I i =1► Imo,
i
r. WEEP HOLE �,. rL STEP
"_0 0 4" -0" DIA (4) 2" DIA WEEP
#57 CRUSHED STONE , °,
(M =1N) ; , HOLES (UNDER
WRAPPED IN FILTER FABRIC 5" PAVEME T ONLY)
(UNDER PAVEMENT ONLY) (MIN)
FLOW
� "
GROUT BOTTOM AND
SLOPE TO OUTLET
""
-��J -= III --i I f• -•-•I I l•—I I l-�I I I---"I 11 ---•I I f•I I f � THICK
COMPACTED SUBGRADE - COMPACTED SAND
APPROVED BY LEVELING BED
GEOTECHNICAL ENGINEER
TYPICAL
PRECAST �ST�O R M DRAIN �ST�R U CTURE
NTS
C-0008
DIAMETER DIAMETER W1 W2 La H* M T
(INCH) (FT) (FT) (FT) (FT) (FT) (FT)
18 11.5 4.5 10 1.0 3 18"
24 15.0 6.0 13 1.3 3 18"
30 18.5 7.5 16 1.7 3 18"
*H = 3/3 DIAMETER, MINIMUM
W2
W1
PLAN
0% SLOPE
V MIN J
FILTER FABRIC LAP
(IF NEEDED) z
ELEVATION
NATURAL GRADE --r
`i
M M
1-IiII __ J
ALTERNATEI
N
G
END VIEW
V DEEP, V- BOTTOM
CLEAR WATER DIVERSION DITCH
APPROXIMATE EXIST GRADE
PROPOSED GRADE
F-
r
H
PLAN
BERM SECTION
NTS
C-- 0- -000✓8
r. AT END OF STRUCTURE IS COORDINATE
SHOWN ON DRAWING
4 t I , s. t t¢ �{{ ¢1 4
j4
30• II �I � i �( � �f "r�f��a I I � i r' I �1
20
CL
e 17 ffff
p,
I k i f ti5 a" I I
I I
I i, 1 .i. I
3 5 10 20 50 100 200 Soo 1000
f7ischarge (ff�isec}
Curves may not be extrapolated.
Fiqura 8.06u sign of outfei #~o;nctiort prvfecIEon from a round pipe flawing full• minimum taiiwat ©rcarrd tipa ET, < 0.5 diameler}.
FLARED E
TABLE OF DIMENSIONS
D T A B C E L WT,
12" 2 -1/411 4" 2" -01' 4' 4" 2' -0" 6' -1'" 730
15" 2 -114" 6" 21 -3t1 3' -10" 2' -0" 6141 730
18" 2 -1/21' 9" 2' -31' 3' -10" 31 -01' 61 -1" 1190
24" 311 10"` 31 -871 2' -6" 4' -011 61 -2" 1770
3011 3 -1/2" 11 -0'" 4' -611 1' -8" 5' -011 6' -217 2380
GENERAL NOTES:
1. REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS OF
REINFORCED CONCRETE PIPE OF LIKE DIAMETER PER AASHTO M170,
TABLE 2, WALL B.
2. ALL CONCRETE TO BE 3600 P.S.I COMPRESSIVE STRENGTH.
3. PROVIDE TONGUE OR SPIGOT JOINT AT INLET END SECTION.
4. PROVIDE GROOVE OR BELL JOINT AT OUTLET END SECTION.
5. THE DIMENSIONS FOR END SECTIONS SHALL SUBSTANTIALLY AGREE
WITH THE TABLE. MINOR VARIATIONS WILL BE PERMITTED BASED ON
THE MANUFACTURER'S STANDARD FORMS AND TEMPLATES.
ND SECTION
NTS
Cam- 0-008
LOCATE IN CENTER OF
CL EXISTING DITCH LINE,
6" 0 PERFORATED PVC SEE PLAN FOR
ASTM D -3034 8" EXTENTS
\
PV RLAP
EXISTING GRADE
- z — FILTER FABRIC
MIRAFI 140N OR
APPROVED EQUAL
REMOVE TOPSOIL AND
HAVE GEOTECHNICAL
ENGINEER APPROVAL
SUBGRADE NCDOT #67
WASHED STONE OR
APPROVED EQUAL
UNDER DRAIN DETAIL
� ' J NTS
CC- 000008
a.
0 LL
IE (525.34)
� Q
~
100' 3.00
HEAVY DUTY FRAME AND GRATE:
NEENAH R- 4990 -DX, TYPE A GRATE
OR APPROVED EQUAL
PLAN
X
114" EXPANSION JOINT MATERI
6" THICK CONCRETE PAD
,d 'a
A d
A, OPENING ON ` 2' -0"
4 SIDES (MIN)
A
• .d
° e•
41 -011 BOX
(MIN)
d.
•a'
:a
GROUT BOTTOM
' AND SLOPE TO
ff'-'� OUTLET
6" THICK
COMPACTED SUBGRADE COMPACTED SAND
APPROVED BY LEVELING BED
GEOTECHNICAL
ENGINEER
PRECAST WEIR INLET
STRUCTURE
8 NTS
C -0008
—RIP RAP o PRECAST CONCRETE a a
LAYER OF FILTER FABRIC -001 - VAULT, ASTM C858 OR C913
U)
P 511
q SECTION 2,�c / MIN
NTS CAST IN FRAME
C -0011 30" CMP AN COVER ��-
G�1
cci �— ELEV 528.50 `a
CULVERT OUTLET PROTECTION
30" CMP °
NTS
211
PRECAST
-
STRUCTURE WALL
L 3 "X3 "X%" (GALV.) - f
4 "X4" TREATED TIMBERS
NO.2 SYP UC4B USE CATEGORY
Yz "O X 2/2 "WELDED STUD
FLOW `•�
(5 EACH ROW) � ` co c i C. IE (526.46) FLOW
,..
IE (525.82) 3.00' 3.00'
13
-001 SLOPE GROUT TO
F. Y2"X12" (GALV.) OUTLET
CAST INTO WALL PLUG OUTLET PIPE WITH PLYWOOD..
UNTIL SITE IS COMPLETELY STABILIZED ( IE (525.82)
\-47,<T-Yp a [ I
4 N
COORDINATE LOCATION
AFTER INSTALLATION COAT ALL SHOWN ON PLANS
METAL W /BITUMINOUS COATING COMPACTED SUBGRADE
BY
COUNTER SINK LAG BOLT TO APPROVED
--
SECURE TOP THREE BOARDS NOTES GEOTECHNICAL
1. DURING SITE CONSTRUCTION (GRADING BLOCK ENGINEER
STOPLOG Q BACK ❑ FLOW INTO UNDERGROUND DETENTION PLAN
'��..77 UC /""1 f f SYSTEM AND FILTER
CAST IN FRAME AND COVER
T /EL (532.95)
4, 4
TREATED WOODEN
TIMBER
BAFFLE WALL a
PLATE CAST INTO WALL
4° (TYP BOTH SIDES)
24" RCP
---- j FLOW
4
MIN n• 4 - 4 �, 4 a, 4 Q. 4 n• 4 Q, 4 Q. 4 n• 4 : 4 : 4 4 . 4 ' . a 4 4.
A 4
♦, ' .: 1, ' i • , ' .: i, !: s .
GROUT BOTTOM
AND SLOPE TO
OUTLET
SECTION 6" THICK COMPACTED
1 SAND LEVELING BED
SCALE : 1 " = 2' -0"
C -0011
STATIONARY SCREEN GUIDE DETAIL 2. AFTER COMPLETE SITE STABILIZATION, PLACE CB A -1.2 STORM WATER DIVERSION BOX DETAIL
DETENTION SYSTEM IN SERVICE REMOVE 12
9�NTS
C -0008
TEMPORARY PLUG AND INSTALL , WOOD 4 "X411, SCALE: 1 " =2' -0"
_ - C -0008
112" EXP JT
MATERIAL
2t-4't
CONCRETE PAVEMENT ASPHALT PAVEMENT
811 1 r -Ot� 8"
� o P
END FRAME
D w
irr `
Tf ° —
NOTE A p
SEE PLAN FOR LOCATION
AND ELEVATION.
ALL REINFORCING #4 @ 12"
rr
REFERENCE POINT ISq GRATE -- COMPACTED SUBGRADE
@ INSIDE FACE OF CONIC (TYP) 2 "X4" KEY (TYP) APPROVED BY
GEOTECHNICAL
ENGINEER
CONCRETE. DRAINAGE TRENCH DETAIL
NTS
SANDBAG
10 mil PLASTIC LINING
j I i -1 I I —1 11
- [ 1=111= I I =[ 11=1 SLOPE
SECTION
4 rwwwi•r�wrxMrxxrwww
NTS
C -0011
ORANGE HDPE 10' MINIMUM
SAFETY FENCE
ON 3 SIDES
7
77
SANDBAG
..
...
Uj
-,`y, 4
-001
SLOPE
10 mil PLASTIC LINING PLAN
TYPE "BELOW GRADE"
AL
STRAW BALE BINDER CORD
10 mil PLASTIC LINING
STAPLED 2 PER BALE
NATIVE MATERIAL
(OPTIONAL)
3
SECTION
METAL STAKES NTS
(2 PER BALE) C -0011
10" MINIMUM
�d �d
t� 1�
PLYWOOD BLACK LETTERS
48 "X2411 6 " HEIGHT
PAINTED WHITE
((CONCRETE I I LAG SCREWS
II WASHOUT II
cfl WOOD POST
"' 3.5 "X3.5" x8'
Est]
CONCRETE WASHOUT
SIGN DETAIL
�j (OR EQUIVALENT)
01
�re
10 mil PLASTIC LINING STRAW BALE STAPLE
PLAN (TYP) DETAIL
TYPE "ABOVE GRADE" WITH STRAW BALES
NOTES:
1. SEE DRAWING C -0002 FOR LEGEND,
ABBREVIATIONS AND GENERAL NOTES.
r
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CH2MH1LL0
CH2MHILL PROJECT NO.: 490823
NORTH CAROLINA
CERTIFICATE OF LICENSURE
CH2M HILL North Carolina, Inc.
1500 International Drive
Spartanburg, SC 29303
NO. F -1277
SEAL:
CA
p
$E.
3
F
AS,
EEL WIRE 2 06 AUG 2014 ADD SPLITTER BOX DETAIL HMS MEH
1 10 JUN 2014 ADDED NCDINR COMMENTS MDB MEH
4 21 MAY 2014 INITIAL ISSUE KMN MEH
NO. DATE REVISION OR ISSUE BY CK AP
NOTES:
1. LOCATE WASHOUT STRUCTURE A MINIMUM OF 50 FEET AWAY FROM OPEN CHANNELS, STORM DRAIN INLETS,
SENSITIVE AREAS, WETLANDS, BUFFERS AND WATER COURSES AND AWAY FROM CONSTRUCTION TRAFFIC.
2. A CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30' OF THE TEMPORARY CONCRETE WASHOUT FACILITY.
1 MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE WASHOUT FACILITIES SHALL BE REMOVED FROM THE
SITE AND DISPOSED OR RECYCLED.
4. HOLES, DEPRESSIONS OR OTHER GROUND DISTURBANCE CAUSED BY THE REMOVAL OF THE TEMPORARY
CONCRETE WASHOUT FACILITIES SHALL BE BACKFILLED, REPAIRED, AND STABILIZED TO PREVENT EROSION, PER
PROJECT COMPACTION STANDARDS. E
ro
LO
2 TEMPORARY CONCRETE WASHOUT DETAIL
NTS
CIO
TITLE:
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SITE SECTIONS AND DETAILS
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0
SHEET 3 CD
a�
DRAWN: KM NETTLES CHECKED BY: CD WALKER
DESIGNED BY: ME HESTER APPROVED BY: v
DRAWING SCALE: AS NOTED
THIS DRAWING SHALL BE CONSIDERED PRELIMINARY - NOT DRAWING NUMBER: REV U
FOR CONSTRUCTION UNLESS PROPERLY SIGNED AND SEALED
C -oo1 � 2
Z
2f-Otr
CRUSHED STONE (
(NP)
(UNDER PAVEMENT ONLY) C
CONCRETE PAD
� (
(GRATE INLET IN
GRASS ONLY)
J%/ 9
i1�lllail�QllQ11fl� \
\ �
600lgn gong _
_
q. OF STRUCTURE IS
PIPE SIZE VARIES
COORDINATE SHOWN �
�. (
(SEE PLANS)
ON DRAWING
WEEP HOLES
(4 REQUIRED) P
PLAN
GRATE INLET: NEENAH FRAME &
GRATE R- 3402 -E
NOTE: JUNCTION BOX: NEENAH FRAME &
SEE PLAN FOR LOCATION COVER R- 1733 -A OR APPROVED EQUAL
AND ELEVATION y4" EXPANSION JOINT MATERIAL
PAVEMENT 6" THICK CONCRETE PAD (GRATE
INLETS IN GRASS ONLY)
' I I =I V-1-11 I i =1► Imo,
i
r. WEEP HOLE �,. rL STEP
"_0 0 4" -0" DIA (4) 2" DIA WEEP
#57 CRUSHED STONE , °,
(M =1N) ; , HOLES (UNDER
WRAPPED IN FILTER FABRIC 5" PAVEME T ONLY)
(UNDER PAVEMENT ONLY) (MIN)
FLOW
� "
GROUT BOTTOM AND
SLOPE TO OUTLET
""
-��J -= III --i I f• -•-•I I l•—I I l-�I I I---"I 11 ---•I I f•I I f � THICK
COMPACTED SUBGRADE - COMPACTED SAND
APPROVED BY LEVELING BED
GEOTECHNICAL ENGINEER
TYPICAL
PRECAST �ST�O R M DRAIN �ST�R U CTURE
NTS
C-0008
DIAMETER DIAMETER W1 W2 La H* M T
(INCH) (FT) (FT) (FT) (FT) (FT) (FT)
18 11.5 4.5 10 1.0 3 18"
24 15.0 6.0 13 1.3 3 18"
30 18.5 7.5 16 1.7 3 18"
*H = 3/3 DIAMETER, MINIMUM
W2
W1
PLAN
0% SLOPE
V MIN J
FILTER FABRIC LAP
(IF NEEDED) z
ELEVATION
NATURAL GRADE --r
`i
M M
1-IiII __ J
ALTERNATEI
N
G
END VIEW
V DEEP, V- BOTTOM
CLEAR WATER DIVERSION DITCH
APPROXIMATE EXIST GRADE
PROPOSED GRADE
F-
r
H
PLAN
BERM SECTION
NTS
C-- 0- -000✓8
r. AT END OF STRUCTURE IS COORDINATE
SHOWN ON DRAWING
4 t I , s. t t¢ �{{ ¢1 4
j4
30• II �I � i �( � �f "r�f��a I I � i r' I �1
20
CL
e 17 ffff
p,
I k i f ti5 a" I I
I I
I i, 1 .i. I
3 5 10 20 50 100 200 Soo 1000
f7ischarge (ff�isec}
Curves may not be extrapolated.
Fiqura 8.06u sign of outfei #~o;nctiort prvfecIEon from a round pipe flawing full• minimum taiiwat ©rcarrd tipa ET, < 0.5 diameler}.
FLARED E
TABLE OF DIMENSIONS
D T A B C E L WT,
12" 2 -1/411 4" 2" -01' 4' 4" 2' -0" 6' -1'" 730
15" 2 -114" 6" 21 -3t1 3' -10" 2' -0" 6141 730
18" 2 -1/21' 9" 2' -31' 3' -10" 31 -01' 61 -1" 1190
24" 311 10"` 31 -871 2' -6" 4' -011 61 -2" 1770
3011 3 -1/2" 11 -0'" 4' -611 1' -8" 5' -011 6' -217 2380
GENERAL NOTES:
1. REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS OF
REINFORCED CONCRETE PIPE OF LIKE DIAMETER PER AASHTO M170,
TABLE 2, WALL B.
2. ALL CONCRETE TO BE 3600 P.S.I COMPRESSIVE STRENGTH.
3. PROVIDE TONGUE OR SPIGOT JOINT AT INLET END SECTION.
4. PROVIDE GROOVE OR BELL JOINT AT OUTLET END SECTION.
5. THE DIMENSIONS FOR END SECTIONS SHALL SUBSTANTIALLY AGREE
WITH THE TABLE. MINOR VARIATIONS WILL BE PERMITTED BASED ON
THE MANUFACTURER'S STANDARD FORMS AND TEMPLATES.
ND SECTION
NTS
Cam- 0-008
LOCATE IN CENTER OF
CL EXISTING DITCH LINE,
6" 0 PERFORATED PVC SEE PLAN FOR
ASTM D -3034 8" EXTENTS
\
PV RLAP
EXISTING GRADE
- z — FILTER FABRIC
MIRAFI 140N OR
APPROVED EQUAL
REMOVE TOPSOIL AND
HAVE GEOTECHNICAL
ENGINEER APPROVAL
SUBGRADE NCDOT #67
WASHED STONE OR
APPROVED EQUAL
UNDER DRAIN DETAIL
� ' J NTS
CC- 000008
a.
0 LL
IE (525.34)
� Q
~
100' 3.00
HEAVY DUTY FRAME AND GRATE:
NEENAH R- 4990 -DX, TYPE A GRATE
OR APPROVED EQUAL
PLAN
X
114" EXPANSION JOINT MATERI
6" THICK CONCRETE PAD
,d 'a
A d
A, OPENING ON ` 2' -0"
4 SIDES (MIN)
A
• .d
° e•
41 -011 BOX
(MIN)
d.
•a'
:a
GROUT BOTTOM
' AND SLOPE TO
ff'-'� OUTLET
6" THICK
COMPACTED SUBGRADE COMPACTED SAND
APPROVED BY LEVELING BED
GEOTECHNICAL
ENGINEER
PRECAST WEIR INLET
STRUCTURE
8 NTS
C -0008
—RIP RAP o PRECAST CONCRETE a a
LAYER OF FILTER FABRIC -001 - VAULT, ASTM C858 OR C913
U)
P 511
q SECTION 2,�c / MIN
NTS CAST IN FRAME
C -0011 30" CMP AN COVER ��-
G�1
cci �— ELEV 528.50 `a
CULVERT OUTLET PROTECTION
30" CMP °
NTS
211
PRECAST
-
STRUCTURE WALL
L 3 "X3 "X%" (GALV.) - f
4 "X4" TREATED TIMBERS
NO.2 SYP UC4B USE CATEGORY
Yz "O X 2/2 "WELDED STUD
FLOW `•�
(5 EACH ROW) � ` co c i C. IE (526.46) FLOW
,..
IE (525.82) 3.00' 3.00'
13
-001 SLOPE GROUT TO
F. Y2"X12" (GALV.) OUTLET
CAST INTO WALL PLUG OUTLET PIPE WITH PLYWOOD..
UNTIL SITE IS COMPLETELY STABILIZED ( IE (525.82)
\-47,<T-Yp a [ I
4 N
COORDINATE LOCATION
AFTER INSTALLATION COAT ALL SHOWN ON PLANS
METAL W /BITUMINOUS COATING COMPACTED SUBGRADE
BY
COUNTER SINK LAG BOLT TO APPROVED
--
SECURE TOP THREE BOARDS NOTES GEOTECHNICAL
1. DURING SITE CONSTRUCTION (GRADING BLOCK ENGINEER
STOPLOG Q BACK ❑ FLOW INTO UNDERGROUND DETENTION PLAN
'��..77 UC /""1 f f SYSTEM AND FILTER
CAST IN FRAME AND COVER
T /EL (532.95)
4, 4
TREATED WOODEN
TIMBER
BAFFLE WALL a
PLATE CAST INTO WALL
4° (TYP BOTH SIDES)
24" RCP
---- j FLOW
4
MIN n• 4 - 4 �, 4 a, 4 Q. 4 n• 4 Q, 4 Q. 4 n• 4 : 4 : 4 4 . 4 ' . a 4 4.
A 4
♦, ' .: 1, ' i • , ' .: i, !: s .
GROUT BOTTOM
AND SLOPE TO
OUTLET
SECTION 6" THICK COMPACTED
1 SAND LEVELING BED
SCALE : 1 " = 2' -0"
C -0011
STATIONARY SCREEN GUIDE DETAIL 2. AFTER COMPLETE SITE STABILIZATION, PLACE CB A -1.2 STORM WATER DIVERSION BOX DETAIL
DETENTION SYSTEM IN SERVICE REMOVE 12
9�NTS
C -0008
TEMPORARY PLUG AND INSTALL , WOOD 4 "X411, SCALE: 1 " =2' -0"
_ - C -0008
112" EXP JT
MATERIAL
2t-4't
CONCRETE PAVEMENT ASPHALT PAVEMENT
811 1 r -Ot� 8"
� o P
END FRAME
D w
irr `
Tf ° —
NOTE A p
SEE PLAN FOR LOCATION
AND ELEVATION.
ALL REINFORCING #4 @ 12"
rr
REFERENCE POINT ISq GRATE -- COMPACTED SUBGRADE
@ INSIDE FACE OF CONIC (TYP) 2 "X4" KEY (TYP) APPROVED BY
GEOTECHNICAL
ENGINEER
CONCRETE. DRAINAGE TRENCH DETAIL
NTS
SANDBAG
10 mil PLASTIC LINING
j I i -1 I I —1 11
- [ 1=111= I I =[ 11=1 SLOPE
SECTION
4 rwwwi•r�wrxMrxxrwww
NTS
C -0011
ORANGE HDPE 10' MINIMUM
SAFETY FENCE
ON 3 SIDES
7
77
SANDBAG
..
...
Uj
-,`y, 4
-001
SLOPE
10 mil PLASTIC LINING PLAN
TYPE "BELOW GRADE"
AL
STRAW BALE BINDER CORD
10 mil PLASTIC LINING
STAPLED 2 PER BALE
NATIVE MATERIAL
(OPTIONAL)
3
SECTION
METAL STAKES NTS
(2 PER BALE) C -0011
10" MINIMUM
�d �d
t� 1�
PLYWOOD BLACK LETTERS
48 "X2411 6 " HEIGHT
PAINTED WHITE
((CONCRETE I I LAG SCREWS
II WASHOUT II
cfl WOOD POST
"' 3.5 "X3.5" x8'
Est]
CONCRETE WASHOUT
SIGN DETAIL
�j (OR EQUIVALENT)
01
�re
10 mil PLASTIC LINING STRAW BALE STAPLE
PLAN (TYP) DETAIL
TYPE "ABOVE GRADE" WITH STRAW BALES
NOTES:
1. SEE DRAWING C -0002 FOR LEGEND,
ABBREVIATIONS AND GENERAL NOTES.
r
w ■ ■ ■ w
CH2MH1LL0
CH2MHILL PROJECT NO.: 490823
NORTH CAROLINA
CERTIFICATE OF LICENSURE
CH2M HILL North Carolina, Inc.
1500 International Drive
Spartanburg, SC 29303
NO. F -1277
SEAL:
CA
p
$E.
3
F
AS,
EEL WIRE 2 06 AUG 2014 ADD SPLITTER BOX DETAIL HMS MEH
1 10 JUN 2014 ADDED NCDINR COMMENTS MDB MEH
4 21 MAY 2014 INITIAL ISSUE KMN MEH
NO. DATE REVISION OR ISSUE BY CK AP
NOTES:
1. LOCATE WASHOUT STRUCTURE A MINIMUM OF 50 FEET AWAY FROM OPEN CHANNELS, STORM DRAIN INLETS,
SENSITIVE AREAS, WETLANDS, BUFFERS AND WATER COURSES AND AWAY FROM CONSTRUCTION TRAFFIC.
2. A CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30' OF THE TEMPORARY CONCRETE WASHOUT FACILITY.
1 MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE WASHOUT FACILITIES SHALL BE REMOVED FROM THE
SITE AND DISPOSED OR RECYCLED.
4. HOLES, DEPRESSIONS OR OTHER GROUND DISTURBANCE CAUSED BY THE REMOVAL OF THE TEMPORARY
CONCRETE WASHOUT FACILITIES SHALL BE BACKFILLED, REPAIRED, AND STABILIZED TO PREVENT EROSION, PER
PROJECT COMPACTION STANDARDS. E
ro
LO
2 TEMPORARY CONCRETE WASHOUT DETAIL
NTS
CIO
TITLE:
m
SITE SECTIONS AND DETAILS
u)
0
SHEET 3 CD
a�
DRAWN: KM NETTLES CHECKED BY: CD WALKER
DESIGNED BY: ME HESTER APPROVED BY: v
DRAWING SCALE: AS NOTED
THIS DRAWING SHALL BE CONSIDERED PRELIMINARY - NOT DRAWING NUMBER: REV U
FOR CONSTRUCTION UNLESS PROPERLY SIGNED AND SEALED
C -oo1 � 2
Z
NTS
C-0008
DIAMETER DIAMETER W1 W2 La H* M T
(INCH) (FT) (FT) (FT) (FT) (FT) (FT)
18 11.5 4.5 10 1.0 3 18"
24 15.0 6.0 13 1.3 3 18"
30 18.5 7.5 16 1.7 3 18"
*H = 3/3 DIAMETER, MINIMUM
W2
W1
PLAN
0% SLOPE
V MIN J
FILTER FABRIC LAP
(IF NEEDED) z
ELEVATION
NATURAL GRADE --r
`i
M M
1-IiII __ J
ALTERNATEI
N
G
END VIEW
V DEEP, V- BOTTOM
CLEAR WATER DIVERSION DITCH
APPROXIMATE EXIST GRADE
PROPOSED GRADE
F-
r
H
PLAN
BERM SECTION
NTS
C-- 0- -000✓8
r. AT END OF STRUCTURE IS COORDINATE
SHOWN ON DRAWING
4 t I , s. t t¢ �{{ ¢1 4
j4
30• II �I � i �( � �f "r�f��a I I � i r' I �1
20
CL
e 17 ffff
p,
I k i f ti5 a" I I
I I
I i, 1 .i. I
3 5 10 20 50 100 200 Soo 1000
f7ischarge (ff�isec}
Curves may not be extrapolated.
Fiqura 8.06u sign of outfei #~o;nctiort prvfecIEon from a round pipe flawing full• minimum taiiwat ©rcarrd tipa ET, < 0.5 diameler}.
FLARED E
TABLE OF DIMENSIONS
D T A B C E L WT,
12" 2 -1/411 4" 2" -01' 4' 4" 2' -0" 6' -1'" 730
15" 2 -114" 6" 21 -3t1 3' -10" 2' -0" 6141 730
18" 2 -1/21' 9" 2' -31' 3' -10" 31 -01' 61 -1" 1190
24" 311 10"` 31 -871 2' -6" 4' -011 61 -2" 1770
3011 3 -1/2" 11 -0'" 4' -611 1' -8" 5' -011 6' -217 2380
GENERAL NOTES:
1. REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS OF
REINFORCED CONCRETE PIPE OF LIKE DIAMETER PER AASHTO M170,
TABLE 2, WALL B.
2. ALL CONCRETE TO BE 3600 P.S.I COMPRESSIVE STRENGTH.
3. PROVIDE TONGUE OR SPIGOT JOINT AT INLET END SECTION.
4. PROVIDE GROOVE OR BELL JOINT AT OUTLET END SECTION.
5. THE DIMENSIONS FOR END SECTIONS SHALL SUBSTANTIALLY AGREE
WITH THE TABLE. MINOR VARIATIONS WILL BE PERMITTED BASED ON
THE MANUFACTURER'S STANDARD FORMS AND TEMPLATES.
ND SECTION
NTS
Cam- 0-008
LOCATE IN CENTER OF
CL EXISTING DITCH LINE,
6" 0 PERFORATED PVC SEE PLAN FOR
ASTM D -3034 8" EXTENTS
\
PV RLAP
EXISTING GRADE
- z — FILTER FABRIC
MIRAFI 140N OR
APPROVED EQUAL
REMOVE TOPSOIL AND
HAVE GEOTECHNICAL
ENGINEER APPROVAL
SUBGRADE NCDOT #67
WASHED STONE OR
APPROVED EQUAL
UNDER DRAIN DETAIL
� ' J NTS
CC- 000008
a.
0 LL
IE (525.34)
� Q
~
100' 3.00
HEAVY DUTY FRAME AND GRATE:
NEENAH R- 4990 -DX, TYPE A GRATE
OR APPROVED EQUAL
PLAN
X
114" EXPANSION JOINT MATERI
6" THICK CONCRETE PAD
,d 'a
A d
A, OPENING ON ` 2' -0"
4 SIDES (MIN)
A
• .d
° e•
41 -011 BOX
(MIN)
d.
•a'
:a
GROUT BOTTOM
' AND SLOPE TO
ff'-'� OUTLET
6" THICK
COMPACTED SUBGRADE COMPACTED SAND
APPROVED BY LEVELING BED
GEOTECHNICAL
ENGINEER
PRECAST WEIR INLET
STRUCTURE
8 NTS
C -0008
—RIP RAP o PRECAST CONCRETE a a
LAYER OF FILTER FABRIC -001 - VAULT, ASTM C858 OR C913
U)
P 511
q SECTION 2,�c / MIN
NTS CAST IN FRAME
C -0011 30" CMP AN COVER ��-
G�1
cci �— ELEV 528.50 `a
CULVERT OUTLET PROTECTION
30" CMP °
NTS
211
PRECAST
-
STRUCTURE WALL
L 3 "X3 "X%" (GALV.) - f
4 "X4" TREATED TIMBERS
NO.2 SYP UC4B USE CATEGORY
Yz "O X 2/2 "WELDED STUD
FLOW `•�
(5 EACH ROW) � ` co c i C. IE (526.46) FLOW
,..
IE (525.82) 3.00' 3.00'
13
-001 SLOPE GROUT TO
F. Y2"X12" (GALV.) OUTLET
CAST INTO WALL PLUG OUTLET PIPE WITH PLYWOOD..
UNTIL SITE IS COMPLETELY STABILIZED ( IE (525.82)
\-47,<T-Yp a [ I
4 N
COORDINATE LOCATION
AFTER INSTALLATION COAT ALL SHOWN ON PLANS
METAL W /BITUMINOUS COATING COMPACTED SUBGRADE
BY
COUNTER SINK LAG BOLT TO APPROVED
--
SECURE TOP THREE BOARDS NOTES GEOTECHNICAL
1. DURING SITE CONSTRUCTION (GRADING BLOCK ENGINEER
STOPLOG Q BACK ❑ FLOW INTO UNDERGROUND DETENTION PLAN
'��..77 UC /""1 f f SYSTEM AND FILTER
CAST IN FRAME AND COVER
T /EL (532.95)
4, 4
TREATED WOODEN
TIMBER
BAFFLE WALL a
PLATE CAST INTO WALL
4° (TYP BOTH SIDES)
24" RCP
---- j FLOW
4
MIN n• 4 - 4 �, 4 a, 4 Q. 4 n• 4 Q, 4 Q. 4 n• 4 : 4 : 4 4 . 4 ' . a 4 4.
A 4
♦, ' .: 1, ' i • , ' .: i, !: s .
GROUT BOTTOM
AND SLOPE TO
OUTLET
SECTION 6" THICK COMPACTED
1 SAND LEVELING BED
SCALE : 1 " = 2' -0"
C -0011
STATIONARY SCREEN GUIDE DETAIL 2. AFTER COMPLETE SITE STABILIZATION, PLACE CB A -1.2 STORM WATER DIVERSION BOX DETAIL
DETENTION SYSTEM IN SERVICE REMOVE 12
9�NTS
C -0008
TEMPORARY PLUG AND INSTALL , WOOD 4 "X411, SCALE: 1 " =2' -0"
_ - C -0008
112" EXP JT
MATERIAL
2t-4't
CONCRETE PAVEMENT ASPHALT PAVEMENT
811 1 r -Ot� 8"
� o P
END FRAME
D w
irr `
Tf ° —
NOTE A p
SEE PLAN FOR LOCATION
AND ELEVATION.
ALL REINFORCING #4 @ 12"
rr
REFERENCE POINT ISq GRATE -- COMPACTED SUBGRADE
@ INSIDE FACE OF CONIC (TYP) 2 "X4" KEY (TYP) APPROVED BY
GEOTECHNICAL
ENGINEER
CONCRETE. DRAINAGE TRENCH DETAIL
NTS
SANDBAG
10 mil PLASTIC LINING
j I i -1 I I —1 11
- [ 1=111= I I =[ 11=1 SLOPE
SECTION
4 rwwwi•r�wrxMrxxrwww
NTS
C -0011
ORANGE HDPE 10' MINIMUM
SAFETY FENCE
ON 3 SIDES
7
77
SANDBAG
..
...
Uj
-,`y, 4
-001
SLOPE
10 mil PLASTIC LINING PLAN
TYPE "BELOW GRADE"
AL
STRAW BALE BINDER CORD
10 mil PLASTIC LINING
STAPLED 2 PER BALE
NATIVE MATERIAL
(OPTIONAL)
3
SECTION
METAL STAKES NTS
(2 PER BALE) C -0011
10" MINIMUM
�d �d
t� 1�
PLYWOOD BLACK LETTERS
48 "X2411 6 " HEIGHT
PAINTED WHITE
((CONCRETE I I LAG SCREWS
II WASHOUT II
cfl WOOD POST
"' 3.5 "X3.5" x8'
Est]
CONCRETE WASHOUT
SIGN DETAIL
�j (OR EQUIVALENT)
01
�re
10 mil PLASTIC LINING STRAW BALE STAPLE
PLAN (TYP) DETAIL
TYPE "ABOVE GRADE" WITH STRAW BALES
NOTES:
1. SEE DRAWING C -0002 FOR LEGEND,
ABBREVIATIONS AND GENERAL NOTES.
r
w ■ ■ ■ w
CH2MH1LL0
CH2MHILL PROJECT NO.: 490823
NORTH CAROLINA
CERTIFICATE OF LICENSURE
CH2M HILL North Carolina, Inc.
1500 International Drive
Spartanburg, SC 29303
NO. F -1277
SEAL:
CA
p
$E.
3
F
AS,
EEL WIRE 2 06 AUG 2014 ADD SPLITTER BOX DETAIL HMS MEH
1 10 JUN 2014 ADDED NCDINR COMMENTS MDB MEH
4 21 MAY 2014 INITIAL ISSUE KMN MEH
NO. DATE REVISION OR ISSUE BY CK AP
NOTES:
1. LOCATE WASHOUT STRUCTURE A MINIMUM OF 50 FEET AWAY FROM OPEN CHANNELS, STORM DRAIN INLETS,
SENSITIVE AREAS, WETLANDS, BUFFERS AND WATER COURSES AND AWAY FROM CONSTRUCTION TRAFFIC.
2. A CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30' OF THE TEMPORARY CONCRETE WASHOUT FACILITY.
1 MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE WASHOUT FACILITIES SHALL BE REMOVED FROM THE
SITE AND DISPOSED OR RECYCLED.
4. HOLES, DEPRESSIONS OR OTHER GROUND DISTURBANCE CAUSED BY THE REMOVAL OF THE TEMPORARY
CONCRETE WASHOUT FACILITIES SHALL BE BACKFILLED, REPAIRED, AND STABILIZED TO PREVENT EROSION, PER
PROJECT COMPACTION STANDARDS. E
ro
LO
2 TEMPORARY CONCRETE WASHOUT DETAIL
NTS
CIO
TITLE:
m
SITE SECTIONS AND DETAILS
u)
0
SHEET 3 CD
a�
DRAWN: KM NETTLES CHECKED BY: CD WALKER
DESIGNED BY: ME HESTER APPROVED BY: v
DRAWING SCALE: AS NOTED
THIS DRAWING SHALL BE CONSIDERED PRELIMINARY - NOT DRAWING NUMBER: REV U
FOR CONSTRUCTION UNLESS PROPERLY SIGNED AND SEALED
C -oo1 � 2
Z
*H = 3/3 DIAMETER, MINIMUM
W2
W1
PLAN
0% SLOPE
V MIN J
FILTER FABRIC LAP
(IF NEEDED) z
ELEVATION
NATURAL GRADE --r
`i
M M
1-IiII __ J
ALTERNATEI
N
G
END VIEW
V DEEP, V- BOTTOM
CLEAR WATER DIVERSION DITCH
APPROXIMATE EXIST GRADE
PROPOSED GRADE
F-
r
H
PLAN
BERM SECTION
NTS
C-- 0- -000✓8
r. AT END OF STRUCTURE IS COORDINATE
SHOWN ON DRAWING
4 t I , s. t t¢ �{{ ¢1 4
j4
30• II �I � i �( � �f "r�f��a I I � i r' I �1
20
CL
e 17 ffff
p,
I k i f ti5 a" I I
I I
I i, 1 .i. I
3 5 10 20 50 100 200 Soo 1000
f7ischarge (ff�isec}
Curves may not be extrapolated.
Fiqura 8.06u sign of outfei #~o;nctiort prvfecIEon from a round pipe flawing full• minimum taiiwat ©rcarrd tipa ET, < 0.5 diameler}.
FLARED E
TABLE OF DIMENSIONS
D T A B C E L WT,
12" 2 -1/411 4" 2" -01' 4' 4" 2' -0" 6' -1'" 730
15" 2 -114" 6" 21 -3t1 3' -10" 2' -0" 6141 730
18" 2 -1/21' 9" 2' -31' 3' -10" 31 -01' 61 -1" 1190
24" 311 10"` 31 -871 2' -6" 4' -011 61 -2" 1770
3011 3 -1/2" 11 -0'" 4' -611 1' -8" 5' -011 6' -217 2380
GENERAL NOTES:
1. REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS OF
REINFORCED CONCRETE PIPE OF LIKE DIAMETER PER AASHTO M170,
TABLE 2, WALL B.
2. ALL CONCRETE TO BE 3600 P.S.I COMPRESSIVE STRENGTH.
3. PROVIDE TONGUE OR SPIGOT JOINT AT INLET END SECTION.
4. PROVIDE GROOVE OR BELL JOINT AT OUTLET END SECTION.
5. THE DIMENSIONS FOR END SECTIONS SHALL SUBSTANTIALLY AGREE
WITH THE TABLE. MINOR VARIATIONS WILL BE PERMITTED BASED ON
THE MANUFACTURER'S STANDARD FORMS AND TEMPLATES.
ND SECTION
NTS
Cam- 0-008
LOCATE IN CENTER OF
CL EXISTING DITCH LINE,
6" 0 PERFORATED PVC SEE PLAN FOR
ASTM D -3034 8" EXTENTS
\
PV RLAP
EXISTING GRADE
- z — FILTER FABRIC
MIRAFI 140N OR
APPROVED EQUAL
REMOVE TOPSOIL AND
HAVE GEOTECHNICAL
ENGINEER APPROVAL
SUBGRADE NCDOT #67
WASHED STONE OR
APPROVED EQUAL
UNDER DRAIN DETAIL
� ' J NTS
CC- 000008
a.
0 LL
IE (525.34)
� Q
~
100' 3.00
HEAVY DUTY FRAME AND GRATE:
NEENAH R- 4990 -DX, TYPE A GRATE
OR APPROVED EQUAL
PLAN
X
114" EXPANSION JOINT MATERI
6" THICK CONCRETE PAD
,d 'a
A d
A, OPENING ON ` 2' -0"
4 SIDES (MIN)
A
• .d
° e•
41 -011 BOX
(MIN)
d.
•a'
:a
GROUT BOTTOM
' AND SLOPE TO
ff'-'� OUTLET
6" THICK
COMPACTED SUBGRADE COMPACTED SAND
APPROVED BY LEVELING BED
GEOTECHNICAL
ENGINEER
PRECAST WEIR INLET
STRUCTURE
8 NTS
C -0008
—RIP RAP o PRECAST CONCRETE a a
LAYER OF FILTER FABRIC -001 - VAULT, ASTM C858 OR C913
U)
P 511
q SECTION 2,�c / MIN
NTS CAST IN FRAME
C -0011 30" CMP AN COVER ��-
G�1
cci �— ELEV 528.50 `a
CULVERT OUTLET PROTECTION
30" CMP °
NTS
211
PRECAST
-
STRUCTURE WALL
L 3 "X3 "X%" (GALV.) - f
4 "X4" TREATED TIMBERS
NO.2 SYP UC4B USE CATEGORY
Yz "O X 2/2 "WELDED STUD
FLOW `•�
(5 EACH ROW) � ` co c i C. IE (526.46) FLOW
,..
IE (525.82) 3.00' 3.00'
13
-001 SLOPE GROUT TO
F. Y2"X12" (GALV.) OUTLET
CAST INTO WALL PLUG OUTLET PIPE WITH PLYWOOD..
UNTIL SITE IS COMPLETELY STABILIZED ( IE (525.82)
\-47,<T-Yp a [ I
4 N
COORDINATE LOCATION
AFTER INSTALLATION COAT ALL SHOWN ON PLANS
METAL W /BITUMINOUS COATING COMPACTED SUBGRADE
BY
COUNTER SINK LAG BOLT TO APPROVED
--
SECURE TOP THREE BOARDS NOTES GEOTECHNICAL
1. DURING SITE CONSTRUCTION (GRADING BLOCK ENGINEER
STOPLOG Q BACK ❑ FLOW INTO UNDERGROUND DETENTION PLAN
'��..77 UC /""1 f f SYSTEM AND FILTER
CAST IN FRAME AND COVER
T /EL (532.95)
4, 4
TREATED WOODEN
TIMBER
BAFFLE WALL a
PLATE CAST INTO WALL
4° (TYP BOTH SIDES)
24" RCP
---- j FLOW
4
MIN n• 4 - 4 �, 4 a, 4 Q. 4 n• 4 Q, 4 Q. 4 n• 4 : 4 : 4 4 . 4 ' . a 4 4.
A 4
♦, ' .: 1, ' i • , ' .: i, !: s .
GROUT BOTTOM
AND SLOPE TO
OUTLET
SECTION 6" THICK COMPACTED
1 SAND LEVELING BED
SCALE : 1 " = 2' -0"
C -0011
STATIONARY SCREEN GUIDE DETAIL 2. AFTER COMPLETE SITE STABILIZATION, PLACE CB A -1.2 STORM WATER DIVERSION BOX DETAIL
DETENTION SYSTEM IN SERVICE REMOVE 12
9�NTS
C -0008
TEMPORARY PLUG AND INSTALL , WOOD 4 "X411, SCALE: 1 " =2' -0"
_ - C -0008
112" EXP JT
MATERIAL
2t-4't
CONCRETE PAVEMENT ASPHALT PAVEMENT
811 1 r -Ot� 8"
� o P
END FRAME
D w
irr `
Tf ° —
NOTE A p
SEE PLAN FOR LOCATION
AND ELEVATION.
ALL REINFORCING #4 @ 12"
rr
REFERENCE POINT ISq GRATE -- COMPACTED SUBGRADE
@ INSIDE FACE OF CONIC (TYP) 2 "X4" KEY (TYP) APPROVED BY
GEOTECHNICAL
ENGINEER
CONCRETE. DRAINAGE TRENCH DETAIL
NTS
SANDBAG
10 mil PLASTIC LINING
j I i -1 I I —1 11
- [ 1=111= I I =[ 11=1 SLOPE
SECTION
4 rwwwi•r�wrxMrxxrwww
NTS
C -0011
ORANGE HDPE 10' MINIMUM
SAFETY FENCE
ON 3 SIDES
7
77
SANDBAG
..
...
Uj
-,`y, 4
-001
SLOPE
10 mil PLASTIC LINING PLAN
TYPE "BELOW GRADE"
AL
STRAW BALE BINDER CORD
10 mil PLASTIC LINING
STAPLED 2 PER BALE
NATIVE MATERIAL
(OPTIONAL)
3
SECTION
METAL STAKES NTS
(2 PER BALE) C -0011
10" MINIMUM
�d �d
t� 1�
PLYWOOD BLACK LETTERS
48 "X2411 6 " HEIGHT
PAINTED WHITE
((CONCRETE I I LAG SCREWS
II WASHOUT II
cfl WOOD POST
"' 3.5 "X3.5" x8'
Est]
CONCRETE WASHOUT
SIGN DETAIL
�j (OR EQUIVALENT)
01
�re
10 mil PLASTIC LINING STRAW BALE STAPLE
PLAN (TYP) DETAIL
TYPE "ABOVE GRADE" WITH STRAW BALES
NOTES:
1. SEE DRAWING C -0002 FOR LEGEND,
ABBREVIATIONS AND GENERAL NOTES.
r
w ■ ■ ■ w
CH2MH1LL0
CH2MHILL PROJECT NO.: 490823
NORTH CAROLINA
CERTIFICATE OF LICENSURE
CH2M HILL North Carolina, Inc.
1500 International Drive
Spartanburg, SC 29303
NO. F -1277
SEAL:
CA
p
$E.
3
F
AS,
EEL WIRE 2 06 AUG 2014 ADD SPLITTER BOX DETAIL HMS MEH
1 10 JUN 2014 ADDED NCDINR COMMENTS MDB MEH
4 21 MAY 2014 INITIAL ISSUE KMN MEH
NO. DATE REVISION OR ISSUE BY CK AP
NOTES:
1. LOCATE WASHOUT STRUCTURE A MINIMUM OF 50 FEET AWAY FROM OPEN CHANNELS, STORM DRAIN INLETS,
SENSITIVE AREAS, WETLANDS, BUFFERS AND WATER COURSES AND AWAY FROM CONSTRUCTION TRAFFIC.
2. A CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30' OF THE TEMPORARY CONCRETE WASHOUT FACILITY.
1 MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE WASHOUT FACILITIES SHALL BE REMOVED FROM THE
SITE AND DISPOSED OR RECYCLED.
4. HOLES, DEPRESSIONS OR OTHER GROUND DISTURBANCE CAUSED BY THE REMOVAL OF THE TEMPORARY
CONCRETE WASHOUT FACILITIES SHALL BE BACKFILLED, REPAIRED, AND STABILIZED TO PREVENT EROSION, PER
PROJECT COMPACTION STANDARDS. E
ro
LO
2 TEMPORARY CONCRETE WASHOUT DETAIL
NTS
CIO
TITLE:
m
SITE SECTIONS AND DETAILS
u)
0
SHEET 3 CD
a�
DRAWN: KM NETTLES CHECKED BY: CD WALKER
DESIGNED BY: ME HESTER APPROVED BY: v
DRAWING SCALE: AS NOTED
THIS DRAWING SHALL BE CONSIDERED PRELIMINARY - NOT DRAWING NUMBER: REV U
FOR CONSTRUCTION UNLESS PROPERLY SIGNED AND SEALED
C -oo1 � 2
Z
GENERAL NOTES:
1. REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS OF
REINFORCED CONCRETE PIPE OF LIKE DIAMETER PER AASHTO M170,
TABLE 2, WALL B.
2. ALL CONCRETE TO BE 3600 P.S.I COMPRESSIVE STRENGTH.
3. PROVIDE TONGUE OR SPIGOT JOINT AT INLET END SECTION.
4. PROVIDE GROOVE OR BELL JOINT AT OUTLET END SECTION.
5. THE DIMENSIONS FOR END SECTIONS SHALL SUBSTANTIALLY AGREE
WITH THE TABLE. MINOR VARIATIONS WILL BE PERMITTED BASED ON
THE MANUFACTURER'S STANDARD FORMS AND TEMPLATES.
ND SECTION
NTS
Cam- 0-008
LOCATE IN CENTER OF
CL EXISTING DITCH LINE,
6" 0 PERFORATED PVC SEE PLAN FOR
ASTM D -3034 8" EXTENTS
\
PV RLAP
EXISTING GRADE
- z — FILTER FABRIC
MIRAFI 140N OR
APPROVED EQUAL
REMOVE TOPSOIL AND
HAVE GEOTECHNICAL
ENGINEER APPROVAL
SUBGRADE NCDOT #67
WASHED STONE OR
APPROVED EQUAL
UNDER DRAIN DETAIL
� ' J NTS
CC- 000008
a.
0 LL
IE (525.34)
� Q
~
100' 3.00
HEAVY DUTY FRAME AND GRATE:
NEENAH R- 4990 -DX, TYPE A GRATE
OR APPROVED EQUAL
PLAN
X
114" EXPANSION JOINT MATERI
6" THICK CONCRETE PAD
,d 'a
A d
A, OPENING ON ` 2' -0"
4 SIDES (MIN)
A
• .d
° e•
41 -011 BOX
(MIN)
d.
•a'
:a
GROUT BOTTOM
' AND SLOPE TO
ff'-'� OUTLET
6" THICK
COMPACTED SUBGRADE COMPACTED SAND
APPROVED BY LEVELING BED
GEOTECHNICAL
ENGINEER
PRECAST WEIR INLET
STRUCTURE
8 NTS
C -0008
—RIP RAP o PRECAST CONCRETE a a
LAYER OF FILTER FABRIC -001 - VAULT, ASTM C858 OR C913
U)
P 511
q SECTION 2,�c / MIN
NTS CAST IN FRAME
C -0011 30" CMP AN COVER ��-
G�1
cci �— ELEV 528.50 `a
CULVERT OUTLET PROTECTION
30" CMP °
NTS
211
PRECAST
-
STRUCTURE WALL
L 3 "X3 "X%" (GALV.) - f
4 "X4" TREATED TIMBERS
NO.2 SYP UC4B USE CATEGORY
Yz "O X 2/2 "WELDED STUD
FLOW `•�
(5 EACH ROW) � ` co c i C. IE (526.46) FLOW
,..
IE (525.82) 3.00' 3.00'
13
-001 SLOPE GROUT TO
F. Y2"X12" (GALV.) OUTLET
CAST INTO WALL PLUG OUTLET PIPE WITH PLYWOOD..
UNTIL SITE IS COMPLETELY STABILIZED ( IE (525.82)
\-47,<T-Yp a [ I
4 N
COORDINATE LOCATION
AFTER INSTALLATION COAT ALL SHOWN ON PLANS
METAL W /BITUMINOUS COATING COMPACTED SUBGRADE
BY
COUNTER SINK LAG BOLT TO APPROVED
--
SECURE TOP THREE BOARDS NOTES GEOTECHNICAL
1. DURING SITE CONSTRUCTION (GRADING BLOCK ENGINEER
STOPLOG Q BACK ❑ FLOW INTO UNDERGROUND DETENTION PLAN
'��..77 UC /""1 f f SYSTEM AND FILTER
CAST IN FRAME AND COVER
T /EL (532.95)
4, 4
TREATED WOODEN
TIMBER
BAFFLE WALL a
PLATE CAST INTO WALL
4° (TYP BOTH SIDES)
24" RCP
---- j FLOW
4
MIN n• 4 - 4 �, 4 a, 4 Q. 4 n• 4 Q, 4 Q. 4 n• 4 : 4 : 4 4 . 4 ' . a 4 4.
A 4
♦, ' .: 1, ' i • , ' .: i, !: s .
GROUT BOTTOM
AND SLOPE TO
OUTLET
SECTION 6" THICK COMPACTED
1 SAND LEVELING BED
SCALE : 1 " = 2' -0"
C -0011
STATIONARY SCREEN GUIDE DETAIL 2. AFTER COMPLETE SITE STABILIZATION, PLACE CB A -1.2 STORM WATER DIVERSION BOX DETAIL
DETENTION SYSTEM IN SERVICE REMOVE 12
9�NTS
C -0008
TEMPORARY PLUG AND INSTALL , WOOD 4 "X411, SCALE: 1 " =2' -0"
_ - C -0008
112" EXP JT
MATERIAL
2t-4't
CONCRETE PAVEMENT ASPHALT PAVEMENT
811 1 r -Ot� 8"
� o P
END FRAME
D w
irr `
Tf ° —
NOTE A p
SEE PLAN FOR LOCATION
AND ELEVATION.
ALL REINFORCING #4 @ 12"
rr
REFERENCE POINT ISq GRATE -- COMPACTED SUBGRADE
@ INSIDE FACE OF CONIC (TYP) 2 "X4" KEY (TYP) APPROVED BY
GEOTECHNICAL
ENGINEER
CONCRETE. DRAINAGE TRENCH DETAIL
NTS
SANDBAG
10 mil PLASTIC LINING
j I i -1 I I —1 11
- [ 1=111= I I =[ 11=1 SLOPE
SECTION
4 rwwwi•r�wrxMrxxrwww
NTS
C -0011
ORANGE HDPE 10' MINIMUM
SAFETY FENCE
ON 3 SIDES
7
77
SANDBAG
..
...
Uj
-,`y, 4
-001
SLOPE
10 mil PLASTIC LINING PLAN
TYPE "BELOW GRADE"
AL
STRAW BALE BINDER CORD
10 mil PLASTIC LINING
STAPLED 2 PER BALE
NATIVE MATERIAL
(OPTIONAL)
3
SECTION
METAL STAKES NTS
(2 PER BALE) C -0011
10" MINIMUM
�d �d
t� 1�
PLYWOOD BLACK LETTERS
48 "X2411 6 " HEIGHT
PAINTED WHITE
((CONCRETE I I LAG SCREWS
II WASHOUT II
cfl WOOD POST
"' 3.5 "X3.5" x8'
Est]
CONCRETE WASHOUT
SIGN DETAIL
�j (OR EQUIVALENT)
01
�re
10 mil PLASTIC LINING STRAW BALE STAPLE
PLAN (TYP) DETAIL
TYPE "ABOVE GRADE" WITH STRAW BALES
NOTES:
1. SEE DRAWING C -0002 FOR LEGEND,
ABBREVIATIONS AND GENERAL NOTES.
r
w ■ ■ ■ w
CH2MH1LL0
CH2MHILL PROJECT NO.: 490823
NORTH CAROLINA
CERTIFICATE OF LICENSURE
CH2M HILL North Carolina, Inc.
1500 International Drive
Spartanburg, SC 29303
NO. F -1277
SEAL:
CA
p
$E.
3
F
AS,
EEL WIRE 2 06 AUG 2014 ADD SPLITTER BOX DETAIL HMS MEH
1 10 JUN 2014 ADDED NCDINR COMMENTS MDB MEH
4 21 MAY 2014 INITIAL ISSUE KMN MEH
NO. DATE REVISION OR ISSUE BY CK AP
NOTES:
1. LOCATE WASHOUT STRUCTURE A MINIMUM OF 50 FEET AWAY FROM OPEN CHANNELS, STORM DRAIN INLETS,
SENSITIVE AREAS, WETLANDS, BUFFERS AND WATER COURSES AND AWAY FROM CONSTRUCTION TRAFFIC.
2. A CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30' OF THE TEMPORARY CONCRETE WASHOUT FACILITY.
1 MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE WASHOUT FACILITIES SHALL BE REMOVED FROM THE
SITE AND DISPOSED OR RECYCLED.
4. HOLES, DEPRESSIONS OR OTHER GROUND DISTURBANCE CAUSED BY THE REMOVAL OF THE TEMPORARY
CONCRETE WASHOUT FACILITIES SHALL BE BACKFILLED, REPAIRED, AND STABILIZED TO PREVENT EROSION, PER
PROJECT COMPACTION STANDARDS. E
ro
LO
2 TEMPORARY CONCRETE WASHOUT DETAIL
NTS
CIO
TITLE:
m
SITE SECTIONS AND DETAILS
u)
0
SHEET 3 CD
a�
DRAWN: KM NETTLES CHECKED BY: CD WALKER
DESIGNED BY: ME HESTER APPROVED BY: v
DRAWING SCALE: AS NOTED
THIS DRAWING SHALL BE CONSIDERED PRELIMINARY - NOT DRAWING NUMBER: REV U
FOR CONSTRUCTION UNLESS PROPERLY SIGNED AND SEALED
C -oo1 � 2
Z
3
SECTION
METAL STAKES NTS
(2 PER BALE) C -0011
10" MINIMUM
�d �d
t� 1�
PLYWOOD BLACK LETTERS
48 "X2411 6 " HEIGHT
PAINTED WHITE
((CONCRETE I I LAG SCREWS
II WASHOUT II
cfl WOOD POST
"' 3.5 "X3.5" x8'
Est]
CONCRETE WASHOUT
SIGN DETAIL
�j (OR EQUIVALENT)
01
�re
10 mil PLASTIC LINING STRAW BALE STAPLE
PLAN (TYP) DETAIL
TYPE "ABOVE GRADE" WITH STRAW BALES
NOTES:
1. SEE DRAWING C -0002 FOR LEGEND,
ABBREVIATIONS AND GENERAL NOTES.
r
w ■ ■ ■ w
CH2MH1LL0
CH2MHILL PROJECT NO.: 490823
NORTH CAROLINA
CERTIFICATE OF LICENSURE
CH2M HILL North Carolina, Inc.
1500 International Drive
Spartanburg, SC 29303
NO. F -1277
SEAL:
CA
p
$E.
3
F
AS,
EEL WIRE 2 06 AUG 2014 ADD SPLITTER BOX DETAIL HMS MEH
1 10 JUN 2014 ADDED NCDINR COMMENTS MDB MEH
4 21 MAY 2014 INITIAL ISSUE KMN MEH
NO. DATE REVISION OR ISSUE BY CK AP
NOTES:
1. LOCATE WASHOUT STRUCTURE A MINIMUM OF 50 FEET AWAY FROM OPEN CHANNELS, STORM DRAIN INLETS,
SENSITIVE AREAS, WETLANDS, BUFFERS AND WATER COURSES AND AWAY FROM CONSTRUCTION TRAFFIC.
2. A CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30' OF THE TEMPORARY CONCRETE WASHOUT FACILITY.
1 MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE WASHOUT FACILITIES SHALL BE REMOVED FROM THE
SITE AND DISPOSED OR RECYCLED.
4. HOLES, DEPRESSIONS OR OTHER GROUND DISTURBANCE CAUSED BY THE REMOVAL OF THE TEMPORARY
CONCRETE WASHOUT FACILITIES SHALL BE BACKFILLED, REPAIRED, AND STABILIZED TO PREVENT EROSION, PER
PROJECT COMPACTION STANDARDS. E
ro
LO
2 TEMPORARY CONCRETE WASHOUT DETAIL
NTS
CIO
TITLE:
m
SITE SECTIONS AND DETAILS
u)
0
SHEET 3 CD
a�
DRAWN: KM NETTLES CHECKED BY: CD WALKER
DESIGNED BY: ME HESTER APPROVED BY: v
DRAWING SCALE: AS NOTED
THIS DRAWING SHALL BE CONSIDERED PRELIMINARY - NOT DRAWING NUMBER: REV U
FOR CONSTRUCTION UNLESS PROPERLY SIGNED AND SEALED
C -oo1 � 2
Z
PLYWOOD BLACK LETTERS
48 "X2411 6 " HEIGHT
PAINTED WHITE
((CONCRETE I I LAG SCREWS
II WASHOUT II
cfl WOOD POST
"' 3.5 "X3.5" x8'
Est]
CONCRETE WASHOUT
SIGN DETAIL
�j (OR EQUIVALENT)
01
�re
10 mil PLASTIC LINING STRAW BALE STAPLE
PLAN (TYP) DETAIL
TYPE "ABOVE GRADE" WITH STRAW BALES
NOTES:
1. SEE DRAWING C -0002 FOR LEGEND,
ABBREVIATIONS AND GENERAL NOTES.
r
w ■ ■ ■ w
CH2MH1LL0
CH2MHILL PROJECT NO.: 490823
NORTH CAROLINA
CERTIFICATE OF LICENSURE
CH2M HILL North Carolina, Inc.
1500 International Drive
Spartanburg, SC 29303
NO. F -1277
SEAL:
CA
p
$E.
3
F
AS,
EEL WIRE 2 06 AUG 2014 ADD SPLITTER BOX DETAIL HMS MEH
1 10 JUN 2014 ADDED NCDINR COMMENTS MDB MEH
4 21 MAY 2014 INITIAL ISSUE KMN MEH
NO. DATE REVISION OR ISSUE BY CK AP
NOTES:
1. LOCATE WASHOUT STRUCTURE A MINIMUM OF 50 FEET AWAY FROM OPEN CHANNELS, STORM DRAIN INLETS,
SENSITIVE AREAS, WETLANDS, BUFFERS AND WATER COURSES AND AWAY FROM CONSTRUCTION TRAFFIC.
2. A CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30' OF THE TEMPORARY CONCRETE WASHOUT FACILITY.
1 MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE WASHOUT FACILITIES SHALL BE REMOVED FROM THE
SITE AND DISPOSED OR RECYCLED.
4. HOLES, DEPRESSIONS OR OTHER GROUND DISTURBANCE CAUSED BY THE REMOVAL OF THE TEMPORARY
CONCRETE WASHOUT FACILITIES SHALL BE BACKFILLED, REPAIRED, AND STABILIZED TO PREVENT EROSION, PER
PROJECT COMPACTION STANDARDS. E
ro
LO
2 TEMPORARY CONCRETE WASHOUT DETAIL
NTS
CIO
TITLE:
m
SITE SECTIONS AND DETAILS
u)
0
SHEET 3 CD
a�
DRAWN: KM NETTLES CHECKED BY: CD WALKER
DESIGNED BY: ME HESTER APPROVED BY: v
DRAWING SCALE: AS NOTED
THIS DRAWING SHALL BE CONSIDERED PRELIMINARY - NOT DRAWING NUMBER: REV U
FOR CONSTRUCTION UNLESS PROPERLY SIGNED AND SEALED
C -oo1 � 2
Z
CH2MH1LL0
CH2MHILL PROJECT NO.: 490823
NORTH CAROLINA
CERTIFICATE OF LICENSURE
CH2M HILL North Carolina, Inc.
1500 International Drive
Spartanburg, SC 29303
NO. F -1277
SEAL:
CA
p
$E.
3
F
AS,
EEL WIRE 2 06 AUG 2014 ADD SPLITTER BOX DETAIL HMS MEH
1 10 JUN 2014 ADDED NCDINR COMMENTS MDB MEH
4 21 MAY 2014 INITIAL ISSUE KMN MEH
NO. DATE REVISION OR ISSUE BY CK AP
NOTES:
1. LOCATE WASHOUT STRUCTURE A MINIMUM OF 50 FEET AWAY FROM OPEN CHANNELS, STORM DRAIN INLETS,
SENSITIVE AREAS, WETLANDS, BUFFERS AND WATER COURSES AND AWAY FROM CONSTRUCTION TRAFFIC.
2. A CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30' OF THE TEMPORARY CONCRETE WASHOUT FACILITY.
1 MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE WASHOUT FACILITIES SHALL BE REMOVED FROM THE
SITE AND DISPOSED OR RECYCLED.
4. HOLES, DEPRESSIONS OR OTHER GROUND DISTURBANCE CAUSED BY THE REMOVAL OF THE TEMPORARY
CONCRETE WASHOUT FACILITIES SHALL BE BACKFILLED, REPAIRED, AND STABILIZED TO PREVENT EROSION, PER
PROJECT COMPACTION STANDARDS. E
ro
LO
2 TEMPORARY CONCRETE WASHOUT DETAIL
NTS
CIO
TITLE:
m
SITE SECTIONS AND DETAILS
u)
0
SHEET 3 CD
a�
DRAWN: KM NETTLES CHECKED BY: CD WALKER
DESIGNED BY: ME HESTER APPROVED BY: v
DRAWING SCALE: AS NOTED
THIS DRAWING SHALL BE CONSIDERED PRELIMINARY - NOT DRAWING NUMBER: REV U
FOR CONSTRUCTION UNLESS PROPERLY SIGNED AND SEALED
C -oo1 � 2
Z
NOTES:
1. LOCATE WASHOUT STRUCTURE A MINIMUM OF 50 FEET AWAY FROM OPEN CHANNELS, STORM DRAIN INLETS,
SENSITIVE AREAS, WETLANDS, BUFFERS AND WATER COURSES AND AWAY FROM CONSTRUCTION TRAFFIC.
2. A CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30' OF THE TEMPORARY CONCRETE WASHOUT FACILITY.
1 MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE WASHOUT FACILITIES SHALL BE REMOVED FROM THE
SITE AND DISPOSED OR RECYCLED.
4. HOLES, DEPRESSIONS OR OTHER GROUND DISTURBANCE CAUSED BY THE REMOVAL OF THE TEMPORARY
CONCRETE WASHOUT FACILITIES SHALL BE BACKFILLED, REPAIRED, AND STABILIZED TO PREVENT EROSION, PER
PROJECT COMPACTION STANDARDS. E
ro
LO
2 TEMPORARY CONCRETE WASHOUT DETAIL
NTS
CIO
TITLE:
m
SITE SECTIONS AND DETAILS
u)
0
SHEET 3 CD
a�
DRAWN: KM NETTLES CHECKED BY: CD WALKER
DESIGNED BY: ME HESTER APPROVED BY: v
DRAWING SCALE: AS NOTED
THIS DRAWING SHALL BE CONSIDERED PRELIMINARY - NOT DRAWING NUMBER: REV U
FOR CONSTRUCTION UNLESS PROPERLY SIGNED AND SEALED
C -oo1 � 2
Z

AGGREGATE BASE COURSE
8"COMPACTED AGGREGATE BASE COURSE
FILTER FABRIC
MIRAFI 50OX FILTER FABRIC OR APPROVED EQUAL
SUBGRADE
PROOFROLLED AND COMPACTED SUBGRADE
APPROVED BY GEOTECHNICAL ENGINEER (TYP)
TYPICAL
GRAVEL PAVEMENT DETAIL
NTS
FINISHED FLOOR
4 4
4
<
4
4
DOWNSPOUT
A = ROADWAY WIDTH
VARIES C B
'ARIES - SEE PLAN
1 F-_
1 ra �,E:
SUITABLE FILL
COVERED WITH
4" TOPSOIL
TYPICAL FILL SECTION
01 IMAM Mc7,,,
NEENAH DOWNSPOUT SHOE FOR
TRANSITION FROM DOWNSPOUT TO DIP
900 ELBOW
7�- VV r-LDIJIIV
�"T _1
9w
. . . .....
C VARIES 2'-0- (MIN)
ASPHALTIC
CONCRETE
APPROXIMATE
2% EXISTING GRADE
3 3
PROP I r
T
a I El I 1_=I I 1=1 I=
COMPACTED
BASE COURSE
PROOFROLLED AND
COMPACTED SUBGRADE
APPROVED BY
GEOTECHNICAL ENGINEER
TYPICAL CUT SECTION
TYPICAL INVERTED CROWN ROADWAY DETAIL
NTS
TACK COAT
SURFACE COURSE
2.5"BITUMINOUS CONCRETE SURFACE COURSE
INTERMEDIATE COURSE
3" BITUMINOUS CONCRETE INTERMEDIATE COURSE
AGGREGATE BASE COURSE
10" COMPACTED AGGREGATE BASE COURSE OR 5"
E31TUMINOUS CONCRETE BASE COURSE (ADJUST
SUBGRADE ELEV)
SUBGRADE
BGRADE
PROOFROLLED AND COMPACTED SU
APPROVED BY GEOTECHNICAL ENGINEER (TYP)
TYPE 1
ASPHALT PAVEMENT DETAIL
NTS
ASPHALT SAWCUT EXISTING
B
h74�-70-j
12'-0"
NTS
TACK COAT
SURFACE COURSE
2.5"BITUMINOUS CONCRETE SURFACE COURSE
INTERMEDIATE COURSE
3" BITUMINOUS CONCRETE INTERMEDIATE COURSE
AGGREGATE BASE COURSE
10" COMPACTED AGGREGATE BASE COURSE OR 5"
E31TUMINOUS CONCRETE BASE COURSE (ADJUST
SUBGRADE ELEV)
SUBGRADE
BGRADE
PROOFROLLED AND COMPACTED SU
APPROVED BY GEOTECHNICAL ENGINEER (TYP)
TYPE 1
ASPHALT PAVEMENT DETAIL
NTS
ASPHALT SAWCUT EXISTING
L 1" MAX PROJECTION INTO
STORM DRAIN HEADER
(BEVEL END OF PIPE AS TRENCH WIDTH
REQUIRED)
ASPHALT PAVEMENT PATCH DETAIL
INITIAL SAW CUT
PAVEMENT JOINT
SEALING
4 Zj
4 <Id"
411
17
4
CONTROL JOINT
PAVEMENT
JOINT
SEALING
<. I _*_� .. 1�
. :�7 . 14 1 . 4 A
<
<
T PAVEMENT THICKNESS
CONSTRUCTION JOINT
PAVEMENT
JOINT SEALING
0 A
............ ..
4f
17
'7
06ITLA 4 pi X10
L 1" MAX PROJECTION INTO
STORM DRAIN HEADER
(BEVEL END OF PIPE AS TRENCH WIDTH
REQUIRED)
ASPHALT PAVEMENT PATCH DETAIL
INITIAL SAW CUT
PAVEMENT JOINT
SEALING
4 Zj
4 <Id"
411
17
4
CONTROL JOINT
PAVEMENT
JOINT
SEALING
<. I _*_� .. 1�
. :�7 . 14 1 . 4 A
<
<
T PAVEMENT THICKNESS
CONSTRUCTION JOINT
PAVEMENT
JOINT SEALING
NON-EXTRUDING PREFORMED
EXPANSION JOINT MATERIAL
EXPANSION JOINT
TYPICAL
A ROADWAY WIDTH
rL
VARIES C B
B C VARIES 2--0- (MIN)
.. . ... ...... ..... .
ASPHALTIC
CONCRETE
APPROXIMATE
40yo EXISTING GRADE
ARIES - SEE PLAN �0/0 407.—
-
Fizid=h1�=111—,
r" I "TI, 3
11 LI
COMPACTED
BASE COURSE
SUITABLE FILL
PROOFROLLED AND
COVERED WITH COMPACTED SUBGRADE
4"TOPSOIL APPROVED BY
TYPICAL FILL SECTION GEOTECHNICAL ENGINEER TYPICAL CUT SECTION
1-Ir 7 �l �l I T:
IM��=
............ ..
4f
17
'7
4 .
NON-EXTRUDING PREFORMED
EXPANSION JOINT MATERIAL
EXPANSION JOINT
TYPICAL
A ROADWAY WIDTH
rL
VARIES C B
B C VARIES 2--0- (MIN)
.. . ... ...... ..... .
ASPHALTIC
CONCRETE
APPROXIMATE
40yo EXISTING GRADE
ARIES - SEE PLAN �0/0 407.—
-
Fizid=h1�=111—,
r" I "TI, 3
11 LI
COMPACTED
BASE COURSE
SUITABLE FILL
PROOFROLLED AND
COVERED WITH COMPACTED SUBGRADE
4"TOPSOIL APPROVED BY
TYPICAL FILL SECTION GEOTECHNICAL ENGINEER TYPICAL CUT SECTION
1-Ir 7 �l �l I T:
IM��=
............ ..
0 R
NTS
SEAL WITH
JOINT SEALER DOW CORNING
888 HIGHWAY
1/2" THICK PREMOLDED
JOINT SEALER
EXPANSION JOINT PAVEMENT JOINT
Uj LU MATERIAL AT ALL w Uj 00
a-
STRUCTURES AND 1/2"
CURBS
z C
Co 0 #
bto 4
N , .
4
11 ER I �El 111— 111, -1�1
fill
5141 SAW Cw I HBR BACKER ROD
HERCULES INC.
AGGREGATE INITIAL MIDDLETOWN, DE
PROOF ROLLED AND BASE COURSE SAW CUT
COMPACTED SUBGRADE
APPROVED BY GEOTECHNICAL CONTROL JOINT
ENGINEER (TYP)
THICKENED EDGE PAVEMENT JOINT SEALING
CONCRETE PAVEMENT JOINTS DETAIL
8',
J1
T
,rHBR BA
HERCUI
MIDDLE'
NTS
NEW CONCRETE TO BE
NTS SAWCUT 2" DEPTH MIN 4000 PSI @ 28 DAYS
2'-0" TAPER (TYPICAL BOTH SIDES) MATCH THICKNESS OF
EXISTING CONCRETE
4 4 1 1
­, 11, 1, 1� 4 4
RADIUS (TYP) , I % '. , 4' 4' 4' 4' 4'� 4'� 4
4 4 1 1
(0 4'-". 4'L'� , 4'�'� , 4'-'� , 4 4'-'�'- 4'-"1- 4'�",� 1 4'- 4 4 1
1 4 4 4'
JOINT SEALER
I 1f:5 I 5� I 1� I 1
z P,
V 1=1 1-
SURFACE OF GUTTER tF Lj=-I
IZZI I 1�=l
. . . . . . . BASE COURSE COMPAC
TO 100% STANDARD PROC
1' 4"
1 4 4 4 1 1 4 4
I , -, , , *L . . , .., -, ­, - , � I , .. I , ­, ­ 4
41.".14 1 4 41.,� 1 .41.14 1 4' 4' 4'
75 PSI FLOWABLE FILL"CONCRETE"
WIDTH OF TRENCH
7
PRE-MOLDED EXPANSION COMPACTED AGGREGATE
JOINT MATERIAL PROOFROLLED AND COMPACTED BASE COURSE APPROVED
SUBGRADEAPPROVEDBY BY GEOTECHNICAL
GEOTECHNICAL ENGINEER ENGINEER (TYP)
TRANSVERSE EXPANSION JOINT CURB TAPER /0�� CONCRETE PAVEMENT PATCH DETAIL
6" MATCH EXIST
6" MATCH EXIST
X2" RADIUS
3"RADIUS Y2" RADIUS
3" RADIUS
1'.'; 4',
Y8" RADIUS
4 1 4 Y8" RADIUS
N SLOP
E
4' 4'�"-
4'
4 4 41 41, 4 4'L",� 4- 4- 4
4'-". 4"�- 4-'�- 4'-' 1'- 4 1 4
4;� 2 1 4 4'
9r- '�, � �, .'-, .'L, 'I � - i' I.' � .' Z
1"o .'� 4'-'�� I"k. 4'�'.� 41 41 (0
4 4 4'. 4 4 4'
4"' 4'-'�- 4'� .41", 41." 11 4 4 4,.,t �41
6" 6" MA
14� I 1 1!! � i !
71 M I
COMPACTED AGG
611
COURSEAPPROVEDBY
COMPACTED AGGREGATE BASE
GEOTECHNICAL ENGINEER (TYP) PROOFROLLED AND COMPACTED
SUBGRADE APPROVED BY COURSE APPROVED BY
GEOTECHNICAL ENGINEER GEOTECHNICAL ENGINEER (TYP)
CURB AND GUTTER PITCHED CURB AND GUTTER
NOTES:
I CONTRACTION JOINTS SHALL BE SPACED AT 1 O-FOOT INTERVALS. FOR VALLEY GUTTER, A I O-FOOT
SPACING MAY BE USED WHEN A MACHINE IS USED.
2. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY OTHER
APPROVED METHODS. WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A MINIMUM DEPTH
OF 1 1/2" SHALL BE OBTAINED.
3. ALL EXPANSION JOINTS SHALL BE SPACED AT 90-FOOT INTERVALS, AND ADJACENT TO ALL RIGID
OBJECTS. JOINTS SHALL MATCH LOCATIONS WITH JOINTS IN ABUTTING SIDEWALK.
4. CONCRETE COMPRESSIVE STRENGTH SHALL BE 4000 P3-1� IN 28 DAYS.
5. SEE SPECIFICATIONS FOR COMPACTION REQUIREMENTS.
6. PROOFROLL AND COMPACT SUBGRADE. OBTAIN GEOTECHNICAL ENGINEER APPROVAL (TYP).
STANDARD CURB AND GUTTER
-11 A
NTS
NTS
NOTE- TRUNCATED
�MIN) CONTINUOUS
X-0
DOMES COLORED
PASSAGE
YELLOW
EXPANSION
JOINT SIDEWALK
C -C
A
FACE OF CURB -J
5'TRANSITION FROM
4WALK TO 6WALK
ALL WALKS MUST BE
A MINIMUM 5'WIDTH
ATRAMP
A
.... ..... .. . ..... .. .. ....... ..
61-0" 49-01v 61-0"
PLAN VIEW PARALLEL RAMP
('SLOPE "A" 12:1
SLOPE13 Y4"/FT
SLOPE"C" %"/FT
. ... ...
FINE W 0 M &M - Ma 0
NTS
EXPANSION
JOINT SIDEWALK
BACK OF WALK
As
16"
T-4 1 q
6" 0 SCHEDULE 40
STEEL PIPE FILLED
WITH CONCRETE
WIRE BRUSH TO BARE
METAL; PRIME AND PAINT
YELLOW WITH TNEMEC PAINT
3000 PSI CONCRETE (MIN)
NTS
BACK OF CURB
FLOWLINE
GUTTER LIP
CONTINUE JOINT
AT BACK OF CURB
NOTES:
1. USE STRAIGHT BULKHEAD. IF TIMBER IS USED, USE FIR NOT PINE. COAT BULKHEAD WITH FORM OIL.
2. COAT EXPOSED VERTICAL SURFACE OF CONCRETE WITH FORM OIL PRIOR TO POURING ADJACENT
STRIP.
3. USE THICKENED EDGE FOR CONSTRUCTION JOINT.
4. PROOFROLL AND COMPACT SUBGRADE. OBTAIN GEOTECHNICAL ENGINEER APPROVAL (TYP).
CTION-
NITS
1/8fl
411
4 l..
4 '4
GROOVE JOINT IN SIDEWALK
1/8" RADIUS
�4. 1/8" TO 1/4"
A
-4
4"
d 4
1/2PRE-FORMED EXPANSION
4
JOINT MATERIAL
1/2"
TRANSVERSE EXPANSION
JOINT IN SIDEWALK
WIDTH OF WALK
SEE PLANS
Y8"/FT (MIN
= , I A I 1EEI I �::_9 I ��Fl
kIr
N
E 1 rf''i PE-ri-I IET -11 1 1 1111 1
PROOFROLLED AND
COMPACTED SUBGRADE
NOTES:
NOTES:
1 SEE DRAWING C-0002 FOR LEGEND,
ABBREVIATIONS AND GENERAL NOTES.
STAMP:
(:H2MH1LL6
CH2MHILL PROJECT NO.: 490823
NORTH CAROLINA
CERTIFICATE OF LICENSURE
CH2M HILL North Carolina, Inc.
1500 Intemational Drive
Spartanburg, SC 29303
NO, F-1277
C
0/,,
'7
Iq �
0 121 MAY 2014 1 INITIAL ISSUE KMN MEH
EVISION OR ISSUE BY CK AP
NO] DATE IR
1. TOOLED CONTRACTION JOINTS @ V-0" ON CENTER AND E
1/2" PREMOLDED EXPANSION JOINTS @ 30'-0" ON
CENTER AND AT BUILDINGS, STEPS, AND
INTERSECTIONS. r
2. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3000 PSI
IN 28 DAYS.
wa. Spuntech Induslif" Lld,� M
TITLE: 2
YPICAL CONCRETE WALK (75
0
SITE SECTIONS AND DETAILS
E
SHEET4 E
DRAWN: KM NETTLES CHECKED BY: CD WALKER
DESIGNED BY: ME HESTER APPROVED BY,
C\1
DRAWING SCALE. AS NOTED
9

6,_ t,
(2) #*S T&B 3f.0" T-011
EACH SIDE
OF OPENING
to
4z
PRECAST SLAB
(IF LOWERING)
PLAN FINISHED DUCTILE IRON MH
DUCTILE IRON MH GRADE FRAME & COVER
FRAME & COVER NEENAH R-1534 OR
NEENAH R -1534 OR GROUT APP'D EQUAL
APP'D EQUAL EXISTING GRADE'
7
LU
> VE FINISHED RAISE EXISTING MH
0
M GROUT I GRADE I W/ GRADE RINGS
LU
Uj
REMOVE EXISTING MH
FRAME & COVER
GROUT
EA WAY OUT
TOP & BOTTOM EXIST MH EXIST MH
L L -1
L L
,& I
SECTION TO LOWER SECTION TO RAISE
%I--% SE)
12 NTS 12 NTS
MODIFICATION OF EXISTING MANHOLE DETAIL
NTS
FINISHED GRADE
(PAVEMENT)
PIPE MATERIAL
SHALL BE SAME
AS SEWER MAIN
o.
�
4' 450 WYE BRANCH
I.
. 11.4
REMOVABLE
PLUG
6"
.. ........
U) z
W2
5:5
LEAN CONCRETE
EXISTING MANHOLE ENCASEMENT
DROP CONNECTION DETAIL
3 NTS
CLEANOUT-ZURN
NO ZB-1400-HD OR
APP'D EQUAL
FINISHED GRADE
(GRASS)
6
-i
2'-0" x 2'4' z
3000 PSI
CONCRETE
4- (MIN) 4" (MIN) co
SEWER MAIN SIZE VARIES
IN LINE
END OF LINE
TYPICAL GRAVITY SEWER
ND R OO FDR AI N C LEA NO UT,
14 NTS
TEE OR WYE
SIZE VARIES
REMOVABLE
PLUG
PIPE
ANCHOR V__o_o_j_�
CORE DRILL WITH D
BOOT SEAL
A. I 04 �l
INSTALL BAND
BELOW BELL
MH WALL
LONG SWEEP
900 BEND
DISCHARGE AT
TOP OF SHELF
i4
4
'4'
A
4•
4:
I I=d I 1
NOTES
1. DROP PIPE USED SHALL BE SAME SIZE AS INLET SEWER PIPE.
2. DROP PIPE SHALL BE SAME TYPE AS INLET PIPE.
SANITARY SEWER MANHOLE
000" 5
INSIDE DROP CO NNE CT I � ONDETAIL � 1
NONE
FINISHED GRADE
(PAVEMENT)
win
b
C'
y3
SEE PLAN FOR SIZE
NOTES:
1. PLACE GUARD POSTS @ PIV's IN A 4'-0" SQUARE
CONFIGURATION CENTERED ON SAME IF PIV IS
LOCATED IN A PAVED AREA OR WITHIN 5' -0" OF
EDGE OF PAVEMENT.
2. SUBMIT LISTING OF PIV's AND BURIAL DEPTHS TO
OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR
TO PURCHASE.
PIPE
ALIGNMENT
- - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
'=�l r=tl I
I I
- - - - - - - - - - - - - - - -
- III -III BELL OD + 8" MIN
1-51
-1 _= - BELL OD + 24" MAX
I El 1= I IEEI
- 111 -1 1 I - - - - - - - - - - - 1_1 1I-
III -II
- - - - - - - - - - -
- - - - - - - - - -
HEM
I I I-F
ol I ElErm I � -11 TEE MI I
Eff lEI I IE�
- - - - - - - - - -= -
10 - - I El I Ei
A laillEill
_dMIM - - - - - - - - - -
- - - - - - - - - - -
1EI11=111 - - - - - - - - - Ell I I I EIMIZ
- - - - - - - - - - - - �11
TRACER WIRE PLACED 111EEHI - El
EE111=111 - - - - - - ----- - - i El 111
1811 ABOVE rL PIPE flMil- I IEEi I El
SEE NOTE 3 1 1 EEI I IE
= - - - - - - - - - - -
I 11=1 I I
z PLACE BACKFILL AND COMPACT - - - - - - - - - --
Ih 111111r,
0 IN EQUAL STAGES SO AS NOT
w T
O DISTURB PIPE ALIGNMENT w 118 PIPE DIAMETER
0 yj
w X Z !L4 El I 1EI I lz
ff MINIMUM)
I-L a. _j SAND, PEA GRAVEL, OR CRUSHED
�v,
STONE 114" DIA OR LESS I1 -I11 =1
1/8 PIPE DIAMETER
TE► 11 =(I I - 11 =1 I I= 4 11 =1 11 =1 11 =1 I I =
(4" MINIMUM) =111E: 1111 X111 - 111111 I I II 1 1111111E 11 _'Ll
SAND, PEA GRAVEL, OR CRUSHED
STONE 114" DIA OR LESS
UNDISTURBED SOIL
RCP OR DIP�
NTS
TYPICAL POST INDICATOR VALVE
NTS
WRAP PIPE W115#
BLDG FELT 1/4" x 1 114"
@ ANCHOR FLAT BAR
114rl x 1 1/4" IZE
1/2" 0 ALL THREAD
FLAT BAR VARIE
ROD
.a a t, 1,
.41
MANHOLE WALL
HILTI ADHESIVE
PRECAST OR BRIO ANCHORS OR
EQUAL
NOTE:
COAT ANCHOR ASSEMBLY COMPLETELY
W/TWO 150MIL. COATS KOPPERS
BITUMASTIC - 300MIL AFTER
INSTALLATION
PIPE ANCHOR DETAIL
16 NONE
C-0013
2141
2�\
NO FITTING%j
TYPICAL
FIRE PROTECTION RISER RUN-IN DETAIL,
NTS
NOTE:
SUBMIT LISTING OF HYDRANTS AND BURIAL DEPTHS
TO OWNER FOR APPROVAL PRIOR TO PURCHASE.
ROADWAY TYPE SQ
VALVE BOX
FINISHED GRADE
61-011
HOSE HYDRANT OR PUMPER HYDRANT -
SEE PLANS AND SPECIFICATIONS
w � y
Z _5
Z
w0
ou-
�,E,
- = L
U)
oz
z 2
THRUST BLOCK >- j b LEAVE HYDRANT
CONCRETE a. ui co
a- X z DRAIN OPEN
D
COLLAR w
DRAIN POCKET-
T4 6" DIP THOROUGHLY COMPACTED
GRAVEL ASTM C33 #57
THRUST BLOCK
FIRE MAIN 6" GATE VALVE SEE PLAN FOR SIZE UNDISTURBED EARTH
UNDISTURBED EARTH
NOTES:
1. PLACE GUARD POSTS @ HYDRANTS IN A 4'-0" SQ CONFIGURATION CENTERED
ON SAME IF HYDRANT IS LOCATED IN A PAVED AREA OR WITHIN 6-0" OF EDGE
OF PAVEMENT.
2. COMPLY WITH CITY OF ROXBORO REQUIREMENTS.
TYPICAL FIRE HYDRANT INSTALLATION
10 NTS
2' 10, 10, 21
HYDRANT
\—ASPHALT PAVEMENT
TYPICAL MINIMUM PAVEMENT
CLEARANCE AROUND A FIRE HYDRANT
NTS
FINISHED GRADE
EXCAVATE STABLE SLOPES
APPROVED BY GEOTECHNICAL
ENGINEER
COMPACTED SUITABLE
BACKFILL (NATIVE SOIL)
PER SPECIFICATIONS
CLEAN COMPACTED SUITABLE
BACKFILL (NATIVE SOIL)
FREE OF ROCKS OR LUMPS
ANGULAR CRUSHED STONE OR ROCK, DENSE
OR OPEN GRADED WITH LITTLE OR NO FINES
(Y4 INCH TO 1/2 INCHES IN SIZE)
-OR-
LEAN, COARSE-GRAINED MATERIAL, SUCH AS
GRAVEL, COARSE SANDS AND GRAVEL/SAND
MIXTURES (1 Y2 INCHES MAXIMUM IN SIZE)
PIPE OD
TRENCH WIDTH
24" & SMALLER
OD + 11-4to
WALL
OD + 2'-0"
B
C.
6"
TERMINATE INSIDE BUILDING V-0"
2, -1"
811
3f-41P
8"
ABOVE FINISHED FLOOR, WITH
2v-9fv
1011
44-411
1011
FLANGE AND BLIND FLANGE CAP
3q -5 IT
t -410
WATERPROOF SLEEVE
FINISHED GRADE
I f
FINISHED FLOOR
.............. .
PROVIDE RODS & CLAMPS
TIE RODS & CLAMPS
BEYOND FIRST PIPE
SERVICE PIPE - 8" CEMENT LINED
JOINT OUTSIDE OF
z
DUCTILE IRON PIPE
SHEAR PLANE
101 (MAX)
CONCRETE THRUST BLOCK
2�\
NO FITTING%j
TYPICAL
FIRE PROTECTION RISER RUN-IN DETAIL,
NTS
NOTE:
SUBMIT LISTING OF HYDRANTS AND BURIAL DEPTHS
TO OWNER FOR APPROVAL PRIOR TO PURCHASE.
ROADWAY TYPE SQ
VALVE BOX
FINISHED GRADE
61-011
HOSE HYDRANT OR PUMPER HYDRANT -
SEE PLANS AND SPECIFICATIONS
w � y
Z _5
Z
w0
ou-
�,E,
- = L
U)
oz
z 2
THRUST BLOCK >- j b LEAVE HYDRANT
CONCRETE a. ui co
a- X z DRAIN OPEN
D
COLLAR w
DRAIN POCKET-
T4 6" DIP THOROUGHLY COMPACTED
GRAVEL ASTM C33 #57
THRUST BLOCK
FIRE MAIN 6" GATE VALVE SEE PLAN FOR SIZE UNDISTURBED EARTH
UNDISTURBED EARTH
NOTES:
1. PLACE GUARD POSTS @ HYDRANTS IN A 4'-0" SQ CONFIGURATION CENTERED
ON SAME IF HYDRANT IS LOCATED IN A PAVED AREA OR WITHIN 6-0" OF EDGE
OF PAVEMENT.
2. COMPLY WITH CITY OF ROXBORO REQUIREMENTS.
TYPICAL FIRE HYDRANT INSTALLATION
10 NTS
2' 10, 10, 21
HYDRANT
\—ASPHALT PAVEMENT
TYPICAL MINIMUM PAVEMENT
CLEARANCE AROUND A FIRE HYDRANT
NTS
FINISHED GRADE
EXCAVATE STABLE SLOPES
APPROVED BY GEOTECHNICAL
ENGINEER
COMPACTED SUITABLE
BACKFILL (NATIVE SOIL)
PER SPECIFICATIONS
CLEAN COMPACTED SUITABLE
BACKFILL (NATIVE SOIL)
FREE OF ROCKS OR LUMPS
ANGULAR CRUSHED STONE OR ROCK, DENSE
OR OPEN GRADED WITH LITTLE OR NO FINES
(Y4 INCH TO 1/2 INCHES IN SIZE)
-OR-
LEAN, COARSE-GRAINED MATERIAL, SUCH AS
GRAVEL, COARSE SANDS AND GRAVEL/SAND
MIXTURES (1 Y2 INCHES MAXIMUM IN SIZE)
PIPE OD
TRENCH WIDTH
24" & SMALLER
OD + 11-4to
30" & LARGER
OD + 2'-0"
rL
PIPE
ALIGNMENT
- - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - --
-
- - - - - - - - - - - -
BELL OD + 8" MIN
---,BELL OD + 24" MAX- - -
---- - - - - - - =__=
I
111 -III _ - - - - - - - - -- - -
=-
11
II
- - - - - - EEMIM,
El I M I 1= - - - - - - - - I
lm[Ml - - -- - - - -
- - -
=111EII14- `-..
- - - - - - - - -
NOTES:
1. PROVIDE MECHANICAL EQUIPMENT TO COMPACT
BACKFILL TO SPECIFICATION REQUIREMENTS.
2. COMPLY WITH OSHA STANDARDS (29 CFR 1926) &
TECHNICAL MANUAL, "EXCAVATIONS: HAZARD
RECOGNITION IN TRENCHING AND SHORING".
3. TRACER WIRE NOT REQUIRED ON METALLIC PIPE.
TYPICAL PIPE BEDDING
NTS
HDPE OR PVC_
NTS
MANHOLE FRAME & VENTED LID
NEENAH R-1733-A (HEAVY DUTY)
OR APPROVED EQUAL
GROUT
Ail
-PRECAST
ECCENTRIC
CONE
z BUTYL RUBBER
SEALANT
j
`1 (TYP ALL JOINTS)
4
13 .1 4 1 MANHOLE STEPS
W SEE SPECIFICATIONS
a.
IV
VARIES
FLOW " MAX
COMPACTED CHANNEL PIPE OR
SUBGRADE BRICK AND MORTAR
CHANNEL
SECTION
-
3 NTS
UNDISTURBEE
SOIL (TYP
FINISHED GRADE
COMPACTED SUITABLE
BACKFILL (NATIVE SOIL)
PER SPECIFICATIONS
TRACER WIRE PLACED
18" ABOVE (L PIPE
PLACE BACKFILL AND COMPACT
IN EQUAL STAGES SO AS NOT
TO DISTURB PIPE ALIGNMENT
1/8 PIPE DIAMETER
MINIMUM)
SAND, PEA GRAVEL, OR CRUSHED
STONE 114" OR LESS
118 PIPE DIAMETER
SAND, PEA GRAVEL, OR CRUSHED
STONE 114" OR LESS
UNDISTURBED SOIL
4
C0013
-
MANHOLE STEPS
ji h , .
------- -------
------- ------ -001
BENCH-SLOPE
TO CHANNEL
CURVED GUTTER FOR
LINES ENTERING OTHER
THAN STRAIGHT THRU
SECTION
5
NTS
C,0113
CONCRETE
1 " GROUT
OR CLAY (MIN)
BRICK
SECTION
4
NTS
TYPICAL SANITARY SEWER MANHOLE
NTS
JNDISTURBEE
SOIL (TYP,
BENDS
PLAN PLAN TEES
NTS NTS
lt-6"
(MIN)
<
SECTION
NTS
11-6"
(MIN)
II
4
PLAN &
ELEVATION PLUGS
PIPE
SIZE
90" BEND
450 BEND
PLUGS
A
A
B
C.
6"
31-4"
2, -1"
811
3f-41P
8"
41-401
2v-9fv
1011
44-411
1011
4
5 "
3q -5 IT
t -410
NOTES:
1 CONCRETE SHALL HAVE A COMPRESSIVE
STRENGTH OF 3000 PSI @ 28 DAYS MINIMUM.
2. "A" FOR TEES EQUALS "A" FOR 90" BEND OF THE
SAME SIZE AS BRANCH TO BE BLOCKED.
3. THRUST BLOCKS SHALL BE USED AT ALL TEES,
BENDS, PLUGS, AND FIRE HYDRANTS ON
WATER AND FIRE PROTECTION LINES.
4. TIE RODS AND CLAMPS INSTALLED PER FM
TABLE 3
ROD AND CLAMP
ANCHORAGE
MAY
NOTES:
1. SEE DRAWING C-0002 FOR LEGEND,
ABBREVIATIONS AND GENERAL NOTES.
H2MHILL,
CH2MHILL PROJECT NO,: 490823
NORTH CAROLINA
CERTIFICATE OF LICENSURE
CH2M HILL North Caro ina, Inc.
1500 International Drive
Spartanburg, SC 29303
NO, F-1277
STAMP,
N\ AR
SEA
1
118 JUN 2014
ADDED DETAIL
HMS
MEHI
0
21 MAY 2014
INITIAL ISSUE
KMN
MEH
NO.
DATE
REVISION OR ISSUE
BY
CK
AP
L
A 1",
a Nk sounwh todU0604 LK
,
,
,
BE USED IN LIEU OF THRUST BLOCKS. TITLE:
5. ALL THRUST RESTRAINT SHALL COMPLY WITH
SITE SECTIONS AND DETAILS
NFPA 24.
SHEET
THRUST BLOCK DETAIL
NTS DRAWN: KM NETTLES CHECKED BY: CD WALKER
DESIGNED BY: ME HESTER APPROVED BY:
DRAWING SCALE: AS NOTED
DRAWING NUMBER: REV
THIS DRAWING SHALL BE CONSIDERED PRELIMINARY NOT
FOR CONSTRUCTION UNLESS PROPERLY SIGNED AND SEALED C"'001 3 1
co
0
Lo
co
0
ce)
E

2' (MIN)
2:1 OR FLATTER _
18" THICK _
RIPRAP
050 - 12"
8 1
(
MIN
BERM MATERIAL
COMPACTED 90%
STANDARD PROCTOR
co
TEMPORARY DIVERSION BERM
NTS
18" THICK RIPRAP
5' MIN
CONCRETE SEAL"1
AROUND PIPE \\
BARREL
1 I MIRAFI 50OX OR
APPROVED EQUAL
APPROXIMATE
NEW GRADE
NEW FILL SLOPE
T 1
3 12" FLEXIBLE PIPE - CORRUGATED
PVC OR CORRUGATED METAL
APPROXIMATE MIRAFI 50OX OR
EXIST GRADE APPROVED EQUAL
SLOPE DRAIN
9
NTS
2' MINIMUM
BOTTOM WIDTH
6'" FREEBOARD
YP 0 10 YEAR STORM
18" THICK RIPRAP WOVEN
FILTER FABRIC MIRAFI 50OX
OR APPROVED EQUAL
18" THICK RIP RAP LINED CHANNEL
NCDOT CLASS 2 RIPRAP
D50 = 12"
10 NTS
VEGETATION
hAAWTAINIPI) Tf'1 1
2' MINIMUM
ROTTOM WIDTH
GRASS LINED CHANNEL
NTS
3 1TYP
NORTH AMERICAN GREEN S15OBH
APPROVED EQUAL TEMPORARY
DEGRADABLE EROSION CONTROL
BLANKET INSTALL PER
MANUFACTURER'S RECOMMENDATIONS
2' MINIMUM
BOTTOM WIDTH ANCHOR INTO SOIL
(TYP)
p 10 YEAR STORM 6" FREEBOARD
�•�^' --
1 —Ili rrIllllllllll II
� I =1 11 =1 11 I I 1 -1 I 1=1 I I-.
ATTED DITCH CHANN
�,..,. � � M NTS
EL
WHITE -.� --BLUE
fy .N
S
. rr e ere• .........
�
s..a.er a„�..
T.
i
r
P
... —s .w.
f,
S 6
3 F
� q
j pp z'
C L. '°�e
3
V I 3
3
1 21 -811 1
3' -9"
Af.511 `
6" GRID
A (WHITE) =9 SQ FT
A (BLUE) =14 SQ FT
NOTE:
COMPLY WITH MUTCD FIGURE 3822. INTERNATIONAL SYMBOL OF
ACCESSIBILITY PARKING SPACE MARKING.
Q �
i a
M M
INTERNATIONAL SYMBOL OF
-� ACCESSIBILITY PARKING SPACE MARKING
NTS
SILT FENCE AS NEEDED
PROTECT
EXISTING
TREES (TYP) e
2 2 n EXISTING
1 1 1 1 3 CO C ETE WALK
TYPE C TYPE C TYPE C TYPE C TYPE A
, w r arr: -.. 'rv9, . n .<^+Y •.P.ro-. . ... m..m. q...,Z^ - ".w.S2M1 ^'- ,.. .,. ... _.. .. ,..., �:.»
3 t.
lv. E .. «a' p '� � S a 'C, a . � st . � eS ,� i•.� 4:t ,E %a' . ,gc , a�. ey
i
"ne'r � �° rka a
fH9 c4` a '. e X h:Ew.-
r :.R.. aA
S of ag :
r'd � SAS `k
s � ate. &^
* 9 t » .e
< S$ l
+ S • fa °fir wpm
x 5 !a x 4
Ate- i
R . y w `Y.4W'rM f�..�ceJ.t.�+�'+�•iW' ��w ����'--- �- a'}�aw4.Trr+Y^ wr'�.x5� .:fl
1 S x
f
� r
f 4
ate • ,'° °^ e e .g
<'a .air. -I' � ^ ✓a : '�
: a �
s . �< f5K
i i � t 5
-y : 3 �A t ' f �
i 'a P CR
z G.
S
v
a
.• t
�R
s � r
k
"' ^ — ,, of
V
a3 -.<.�t
Y
F
l 4
t
� e�n�:
.,eu.a
<:.,,< tea: R
F
ra. a,:.a,.,.. :�.a..a.m a. sn :>
S
<.,:'4r...w.>•.o�e•M >aa..cu4•YF r- «.as.x.a•. :...v. r..rM
.3,s'Sv &.� c x, s�
1 1
..
,=evu.o ,..x.,,.• +,+°.,..w,°..:.�,.. s. r,.,, *....
r<s prk:> ,. ..
. .. a.,:: s, v.w�u,,,e.0 »,.,4,..,<�.:a.�,r,r
. auo m.. K_ ��.
a�zea -,
OSUPPLEMENTAL
.
003
1/2
1 D
22
4
INTERNATIONAL SYMBOL OF
s
4
ACCESSIBILITY PARKING
-Qa1.
SPACE MARKING
O
STANDARD ACCESSIBLE
RAMP
-001
.} y
2
19LJUN 2014
ADDED NCDENR COMMENTS
HMS
MEH
NEW
1
10 JUN 2014
ADDED NCDENR COMMENTS
HMS
a MEH
I
0
21 MAY 2014
INITIAL ISSUE
KMN
"—
NO.
DATE
REVISION OR ISSUE
BY
CK
AP
4" WIDE
PAINT
a E
`
NEW
.
4"
IDE
STRIPE
PAI
T
(BLUE)
STRIPE
4
4 (BL
E) 4
4
4
n
NEW
4" WDE
PAINT
«0
STRIPE
d �
r
(WHITE)
e�
i b r
e
9
,
8.00
1
5.00
1
8.00
f
8.00
1
5.00
1
8.00
1
8.00
1
8.00
A
9.00
_J
s gip' NEW TYPE Il EXISTING
✓ CONCRETE
` CONCRETE PAVEMENT
PAVEMENT
1
w
» Sv
rt :, ° es ` *a • , r .P 6
„a o
� �` • x ra <A ; ' pa *
ENLARGED PLAN
FILTER MEDIA (SEE NOTE 1, 2 & 3)
�- PUMP
FLOW
i
VEGETATIVE BUFFER `- SEE NOTE 5
6" THICK CRUSHED 44
STONE LEVEL PAD i
NOTES:
1. PRIOR TO INSTALLATION, SUBMIT PRODUCT DATA SHEET AND MANUFACTURER SPECIFICATIONS
OF FILTER MEDIA. COMPLY WITH NPDES DISCHARGE REQUIREMENTS FROM FILTER MEDIA (-
2. ENSURE THAT PUMP PRESSURE DOES NOT EXCEED FILTER MEDIA PRESSURE RATING.
3. FILTER MEDIA MAY BE, BUT NOT LIMITED TO, SAND MEDIA FILTRATION DEVICES, RATED FILTER
FABRIC BAGS OR POLYMER BASED DEWATERING PRACTICES.
4. PUMP STRAINER SHALL NOT BE IN CONTACT WITH BOTTOM OF POND.
5. PUMP MAY ALSO BE DISCHARGED INTO SEDIMENT BASIN, ONTO STABILIZED RIPRAP PAD.
SITE EXCAVATION
TEMPORARY EROSION CONTROL DEWATERING
NTS
HARDWARE CLOTH
COVERED BY STONE
STEEL POST ONLY
SET ON 8' CENTERS
4
A WEIR IV/O rH
�-- #57 WASHED
STONE 4' WIDTH
MIN.(AT TOP)
FILTER FABRIC
WASHED STONE
1' -6" MIN @ CENTER
C -0015
DETAIL 1
SILT FENCE
BOTTOM OF WIRE FENCE AND
FILTER FABRIC BURIED 6" IN
EXCAVATED TRENCH
BACKFILLED WITH CLEAN
STONE
`-- FILTER FABRIC
SECTION A -A MIRAFI 50OX OR
APPROVED EQUAL
GENERAL NOTES:
MAINTENANCE NOTES:
1. SEDIMENT FILTER OUTLET AND HARDWARE CLOTH
SHALL BE 16 INCHES HIGH BUT NO TALLER THAN 18 1. FILTER OUTLETS SHALL BE INSPECTED BY THE FINANCIALLY
INCHES. RESPONSIBLE PARTY OR HIS AGENT IMMEDIATELY AFTER EACH
RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY
2. ONE ACRE MAXIMUM DRAINAGE AREA PER OUTLET. REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
3. DO NOT INSTALL SILT FENCE WHERE FLOWS ARE 2. THE STONE SHALL BE REPLACED PROMPTLY AFTER ANY EVENT THAT
CONCENTRATED. HAS CLOGGED OR REMOVED IT.
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH
HALF THE HEIGHT OF THE BARRIER, ANY SEDIMENT DEPOSITS
REMAINING IN PLACE AFTER THE SILT FENCE OUTLET IS REMOVED
SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE,
PREPARED AND SEEDED.
TEMPORARY SILT FENCE STONE OUTLET
NTS --
A V C
VAN R7 -8e PARKING RESERVED
ACCE53€Et.B
12 x6 MUTCD PARKING
q � � MUTCD
RESERVER A&,* m Rf —1 �, R7 -O"c�
PARQNO P�
MUTCD. 12 "x181' 12 "x18"
,. R7 -8a �
12x1$
REQUIRED ACCESSIBLE �` �� R7 -8D 12 x9
n
RESERVED PARKING SIGN 1,
^I^^ R7 -8D
PENALTY
$250 1 2"x9,1
ONE OUT OF EVERY EIGHT (8) ACCESSIBLE SPACES, BUT
NOT LESS THAN ONE, IS REQUIRED TO BE VAN ACCESSIBLE.
ACCESSIBLE PARKING AND SIGNAGE STANDARDS
3 NTS
C• -0014
NOTES:
1. SEE DRAWING C -0002 FOR LEGEND,
ABBREVIATIONS AND GENERAL NOTES.
MARK
ITEM
DETAIL
REFERENCE
j�
ACCESSIBLE PARKING AND
E
�!
SIGNAGE STANDARDS
001
J
SUPPLEMENTAL
a
12
ACCESSIBLE SIGN (R7 -8D)
-001
OSUPPLEMENTAL
ACCESSIBLE SIGN (R7 -8E}
003
1/2
1 D
22
4
INTERNATIONAL SYMBOL OF
s
4
ACCESSIBILITY PARKING
-Qa1.
SPACE MARKING
O
STANDARD ACCESSIBLE
RAMP
-001
CH2MHILL(D
CH2MHILL PROJECT NO.: 490823
NORTH CAROLINA
CERTIFICATE OF LICENSURE
CH2M HILT. North Carolina, Inc.
1500 International Drive
Spartanburg, SC 29303
NO. F -1277
STAMP:
R 0�
E a
" IVGI
DIMENSIONS (INCHES)
A
B
C
D
E
F
G
H
J
K
L
12
6
%s
3/e
1
1-1/zD
1/2
1 D
22
4
1
2
19LJUN 2014
ADDED NCDENR COMMENTS
HMS
MEH
1
10 JUN 2014
ADDED NCDENR COMMENTS
HMS
a MEH
I
0
21 MAY 2014
INITIAL ISSUE
KMN
MEH
NO.
DATE
REVISION OR ISSUE
BY
CK
AP
DIMENSIONS (INCHES)
A
B
C
D
E
F
G
H
J
K
L
12
6
%s
3/e
1
1-1/zD
1/2
1 D
22
4
1
a�
TITLE: Q
m
SITE SECTIONS AND DETAILS to
INCREASE SPACING 50% D -FHWA (FEDERAL HIGHWAY LEGEND AND BORDER - GREEN SHEET 6
a
ADMINISTRATIONIUSDOT) SERIES D LETTERS BACKGROUND - WHITE
DRAWN: KM NETTLES CHECKED BY: CD WALKER
DESIGNED BY; ME RESTER APPROVED BY: SU P P L E M E NTAL ACCESSIBLE SI G N (R7-8e)
�
DRAWING SCALE: AS NOTED
DRAWING NUMBER: REV 6
THIS DRAWING SHALL BE CONSfDERED PRELIMINARY -NOT (� ( 6
FOR CONSTRUCTION UNLESS PROPERLY SIGNED AND SEALED `"'�O" 1 � � Z
NTS
C�0001114

cta co u's LO LO
W W NOTES:
EXISTING BUILDING
FFE (538.5) 1 . SEE DRAWING C-0002 FOR LEGEND,
ABBREVIATIONS AND GENERAL NOTES.
2. SEE DRAWING C-0007 FOR UNDERGROUND
UTILITY INFORMATION.
3. SIDEWALKS TO HAVE 3' -0" SHOULDER SLOPED @
N 4800 4%.
- 4. SIDEWALK GUARDRAILS WILL BE PROVIDED AS
PART OF THE BUILDING PACKAGE AND ARE NOT
PART OF THE SITE SCOPE OF WORK.
538
V SEE ARCHITECTURAL DRAWING
FOR STEPS
J. ........
N 4744.88
96 62
SAW 6"T
(537.17) �N 4744P7
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P -I T/CU RB (534.13) N 4663.95 1500 International Drive
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N 4666.43
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ELECTRICAL FEED
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LOCATION UNKNOWN NO. DATE REVISION OR ISSUE BY CK. AP
P TAE = 529.70
IE = 52
20
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L_-BUR ----E-BU
7 PROPOSED
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........ . . ........ . ....... ............
. .... ..... .
CABLES
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RM
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TITLE:
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\ \ �, '` /x
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DRAWN: HM SWEAT CHECKED BY: CD WALKER
�, 4 � ,\ •,� , �z,, \ ` `. DESIGNED BY: ME NESTER APPROVED BY:
DRAWING SCALE: 1"=10'
\ ­1 DRAWING NUMBER: REV
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— (529)
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SID SID SID SID SID
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TH15.DRAWINGSTRILLBE
FOR CONSTRUCTION UNL
A
SIGNED AN -SEALED--,
NOTES:
1 SEE DRAWING C-0002 FOR LEGEND,
ABBREVIATIONS AND GENERAL NOTES.
2. SEE DRAWING C-0008A FOR ADDITIONAL
EROSION CONTROL INFORMATION.
MARK
ITEM
DETAIL
REFERENCE
HMS
CULVERT OUTLET
PROTECTION
ri �
-003
OFLARED
END SECTION
oat
(D
TEMPORARY SILT FENCE
O
TEMPORARY SEDIMENT
BASIN EFFLUENT
STRUCTURE
ADDED NCDENR COMMENTS
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TEMPORARY SEDIMENT
BASIN BAFFLE
oat
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TEMPORARY SEDIMENT
BASIN
INITIAL ISSUE
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STONE OVERFLOW
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REVISION OR ISSUE
BY
TEMPORARY BLOCK AND
GRAVEL INLET PROTECTION
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EMBANKMENT MATTING
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MATTED DITCH CHANNEL
SILT FENCE OUTLET
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CH2MHILLO
CH2MHILL PROJECT NO.: 490823
N ©RTH CAROLINA
CERTIFICATE OF LICENSURE
CH2M HILL North Carolina, Inc.
1500 International Drive
Spartanburg, SC 29303
NO. F-1277
SEAL:
A
sc.
/till iiix \V
3
06 AUG 2014
REVISED STORM DRAINS
HMS
CDW1
1
2
19 JUN 2014
ADDED NCDENR COMMENTS
HMS
MEH,
1
10 JUN 2014
ADDED NCDENR COMMENTS
HMS
MEH
0 ;
21 MAY 2014
INITIAL ISSUE
HMS
MEH
NO.:
DATE
REVISION OR ISSUE
BY
CK
AP
'771711 i-ViTifT
TITLE:
ENLARGED PLANS
SHEET
DRAWN: HM SWEAT CHECKED BY: CD WALKER
DESIGNED BY-, ME NESTER APPROVED BY:
DRAWING SCALE: 1"= 10'
DRAWING NUMBER: REV
C -001 6 3�
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LIMITS OF
REQUIRED
BACKFILL
w
TYPICAL SECTION VIEW
SCALE: N.T.S.
0 PIPE
PLAN
2' -S"
TYPICAL MAN WAY DETAIL
NTS
WATER QUALITY TREATMENT SYSTEM NOTES:
GENERAL NOTES:
1. CONTECH ENGINEERED SOLUTIONS, OR AUTHORIZED SUPPLIER, SHALL PROVIDE
A PRECONSTRUCTION MEETING BEFORE INSTALLATION.
2. CONTECH ENGINEERED SOLUTIONS, OR AUTHORIZED SUPPLIER, SHALL PROVIDE
ON -SITE INSPECTION DURING AND AFTER FINALIZING INSTALLATION AS REQUIRED
AND REQUESTED IN A TIMELY MANNER.
STORMFILTER:
1. THE STORMFILTER STORMWATER TREATMENT SYSTEM SHALL BE OF A TYPE THAT
HAS BEEN INSTALLED AND IN USED SUCCESSFULLY FOR A MINIMUM OF FIVE (5)
OR MORE YEARS. THE STORMFILTER STORMWATER TREATMENT SYSTEM SHALL BE
SUPPLIED BY CONTECH ENGINEERED SOLUTIONS LLC, 4917 WATERS EDGE DR.,
SUITE 271 RALEIGH, NC 27606 (704 507 - 7852), WITHOUT EXCEPTION.
2. STORM FILTER SIZING TO BE IN ACCORDANCE WITH SUBMITTED NORTH CAROLINA
DESIGN WORKSHEET. PROVIDE 9' -0" X 21' -0" PRECAST CONCRETE BOX WITH 48 PERLITE
CARTRIDGES (22.5 GPM.).
1 CONTECH ENGINEERED SOLUTIONS, OR AUTHORIZED SUPPLIER, TO SUBMIT SHOP
DRAWINGS FOR STORMFILTER STORMWATER TREATMENT SYSTEM WITH UNDERGROUND
DETENTION PIPE, FITTINGS, VAULT, FILTERS CARTRIDGES AND ACCESSORY
EQUIPMENT. DRAWINGS SHALL INCLUDE PRINCIPAL DIMENSIONS, FILTER
PLACEMENT, LOCATION OF PIPING AND UNIT FOUNDATION.
4. CONTECH ENGINEERED SOLUTIONS, OR AUTHORIZED SUPPLIER, SHALL SUBMIT
AN OPERATION AND MAINTENANCE MANUAL.
WATER QUALITY UNDERGROUND DETENTION SYSTEM:
1. A THE STORMFILTER STORMWATER TREATMENT SYSTEM SHALL BE OF A TYPE THAT
HAS BEEN INSTALLED AND IN USED SUCCESSFULLY FOR A MINIMUM OF FIVE (5)
OR MORE YEARS. THE STORMFILTER STORMWATER TREATMENT SYSTEM SHALL BE
SUPPLIED BY CONTECH ENGINEERED SOLUTIONS LLC, 4917 WATERS EDGE DR.,
SUITE 271 RALEIGH, NC 27606 (704 507 - 7852), WITHOUT EXCEPTION.
2 72" DIAMETER ALUMINIZED STEEL TYPE 2 SHALL CONFORM TO THE APPLICABLE REQUIREMENTS
OF AASHTO M274 OR ASTM A929. ALUMINIZED STEEL TYPE 2 CSP SHALL BE 3
MANUFACTURED IN ACCORDANCE WITH AASHTO M36 OR ASTM A760. MINIMUM VOLUME 20,187 CF.
3. ALL FITTINGS SHALL BE SUBJECT TO A STRUCTURAL EVALUATION BY MANUFACTURER.
ALL NECESSARY REINFORCING SHALL BE DESIGNED AND SUPPLIED BY THE MANUFACTURER
IN ACCORDANCE WITH ASTM A998. MANUFACTURER MUST SUBMIT CAD DETAILS OF
ALL FITTINGS TO PROJECT ENGINEER FOR APPROVAL PRIOR TO FABRICATION OF FITTINGS.
4. THE UNDERGROUND STORM WATER DETENTION SYSTEM SHALL BE DESIGNED FOR H -20
LOADING CONDITIONS. PIPE SPACING SHALL BE' /2 DIAMETER OF ROUND PIPE AND
113 SPAN OF PIPE -ARCH WITH A MAXIMUM REQUIRED SPACING OF 3' BETWEEN PIPE RUNS.
THE SYSTEM SHALL HAVE ACCESS MANHOLES WITH STEPS TO ALLOW FOR INSPECTION AND
MAINTENANCE; MANHOLES SHALL PROVIDE ACCESS TO THE ENTIRE SYSTEM. ALL PIPE
AND FITTING CONNECTIONS, ALTHOUGH NOT REQUIRED FOR PERFORATED CMP SYSTEMS,
SHALL BE GASKETED; JOINTS ARE REQUIRED TO BE SOIL TIGHT.
5. THE UNDERGROUND STORM WATER DETENTION SYSTEM SIZING TO BE IN ACCORDANCE
WITH SUBMITTED NORTH CAROLINA DESIGN WORKSHEET. (PER DETAIL ATTACHED)
TEMPORARY COVER FOR
CONSTRUCTION LOADS
HEIGHT
OF COVER
CONSTRUCTION LOADS
FINISHED
GRADE
FOR TEMPORARY CONSTRUCTION VEHICLE LOADS, AN EXTRA AMOUNT OF COMPACTED COVER MAY BE REQUIRED OVER
THE TOP OF THE PIPE. THE HEIGHT -OF -COVER SHALL MEET THE MINIMUM REQUIREMENTS SHOWN IN THE TABLE BELOW
THE USE OF HEAVY CONSTRUCTION EQUIPMENT NECESSITATES GREATER PROTECTION FOR THE PIPE THAN FINISHED
GRADE COVER MINIMUMS FOR NORMAL HIGHWAY TRAFFIC.
PIPE SPAN,
AXLE LOADS (kips)
INCHES
THE NATIONAL CORRUGATED STEEL PIPE ASSOCIATION
18 -50
F 50 -75
1 75 -110
110 -150
O B
MINIMUM COVER (FT)
2.o
2.5
3.0
3.0
12-42
48 -72
3.0
3.0
3.5
4.0
78 -120
3.0
3.5
4.0
4.0
126 -144
3.5
4.0
4.5
4.5
*MINIMUM COVER MAY VARY, DEPENDING ON LOCAL CONDITIONS. THE CONTRACTOR MUST PROVIDE THE ADDITIONAL
COVER REQUIRED TO AVOID DAMAGE TO THE PIPE. MINIMUM COVER IS MEASURED FROM THE TOP OF THE PIPE TO
THE TOP OF THE MAINTAINED CONSTRUCTION ROADWAY SURFACE.
CONSTRUCTION LOADING DIAGRAM
NTS
SPECIFICATION FOR CORRUGATED STEEL PIPE - ALUMINIZED TYPE 2 STEEL HANDLING AND ASSEMBLY
A
HEAVY DUTY CAST IRON
FRAME AND COVER
BY CONTRACTOR.
Q�
1 .° 4 d p
d,.
36" C0 RISER
GASKET MATERIAL
SUFFICIENT TO PREVENT
SLAB FROM BEARING ON
RISER TO BE PROVIDED BY
CONTRACTOR.
#4 DIAGONAL T
BAR (TYP. 4 PU
SEE NOTE 7.
OPENING IN
PROTECTION
SLAB FOR
CASTING
INTERRUPT
REPLACEME
SCOPE
SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS OF
THE NATIONAL CORRUGATED STEEL PIPE ASSOCIATION
THIS SPECIFICATION COVERS THE MANUFACTURE AND INSTALLATION OF
(NCSPA)
THE CORRUGATED STEEL PIPE (CSP) DETAILED IN THE PROJECT PLANS.
A
O B
INSTALLATION
MATERIAL
RISER
SHALL BE IN ACCORDANCE WITH AASHTO STANDARD
THE ALUMINIZED TYPE 2 STEEL COILS SHALL CONFORM TO THE APPLICABLE
SPECIFICATIONS FOR HIGHWAY BRIDGES, SECTION 26,
REQUIREMENTS OF AASHTO M274 OR ASTM A929.
DIVISION II OR ASTM A798 AND IN CONFORMANCE
WITH THE PROJECT PLANS AND SPECIFICATIONS.
PIPE
IF THERE ARE ANY INCONSISTENCIES OR CONFLICTS
4X4,
THE CONTRACTOR SHOULD DISCUSS AND RESOLVE
THE CSP SHALL BE MANUFACTURED IN ACCORDANCE WITH THE APPLICABLE
WITH THE SITE ENGINEER.
REQUIREMENTS OF AASHTO M36 OR ASTM A760. THE PIPE SIZES, GAGES
0 4' -6"
AND CORRUGATIONS SHALL BE AS SHOWN ON THE PROJECT PLANS.
IT IS ALWAYS THE RESPONSIBILITY OF THE CONTRACTOR
2,120
TO FOLLOW OSHA GUIDELINES FOR SAFE PRACTICES.
ALL FABRICATION OF THE PRODUCT SHALL OCCUR WITHIN THE
mmm
UNITED STATES.
1,530
w
� 4
N
ELEV VARIES
O
5
'12i
IE (525.50)
FOUNDATION /BEDDING PREPARATION
r ,;
SECTION VIEW
11" TYP
m
as
YP.
)TE
M
ti
d
REINFORCING TABLE
*BEARING
O CMP
A
O B
REINFORCING
PRESSURE
RISER
(PSF)
041
#5 @ 12" OCEW
2,410
24 ,T
4X4,
26
#5 @ 12" OCEW
1,780
30'"
0 4' -6"
32„
#5 @ 12" OCEW
2,120
4' -6" X 4' -6"
mmm
#5 @ 12" OCEW
1,530
36"
05,
38"
#5 @ 10" OCEW
1,890
5'X 5'
#5 @ 10" OCEW
1,350
42"
0 5'`6"
44' ,
#5 @ 10" OCEW
1,720
®m-j
5' -6" X 5' -6"
#5 @ 9" OCEW
1,210
48"
0 6'
50, #
#5 @ 9" OCEW
1,600
w
6'X 6'
#5 @ 8" OCEW
1,100
** ASSUMED SOIL BEARING CAPACITY
A
D
INTERRUPTED BAR
REPLACEMENT,
SEE NOTE 6.
STANDARD - --°-G� ` . OB
REINFORCING,
SEE TABLE REINFORCING,
SEE TABLE
ROUND OPTION PLAN VIEW SQUARE OPTION PLAN VIEW
NOTES:
1. DESIGN IN ACCORDANCE WITH AASHTO, 17th EDITION. 7. TRIM OPENING WITH DIAGONAL #4 BARS, EXTEND
BARS A MINIMUM OF 12" BEYOND OPENING, BEND
2. DESIGN LOAD HS25. BARS AS REQUIRED TO MAINTAIN BAR COVER.
3. EARTH COVER= V MAX. 8. PROTECTION SLAB AND ALL MATERIALS TO BE
PROVIDED AND INSTALLED BY CONTRACTOR.
4. CONCRETE STRENGTH = 3,500 psi
9. DETAIL DESIGN BY DELTA ENGINEERING, BINGHAMTON, NY.
5. REINFORCING STEEL = ASTM A615, GRADE 60.
6. PROVIDE ADDITIONAL REINFORCING AROUND
OPENINGS EQUAL TO THE BARS INTERRUPTED,
HALF EACH SIDE. ADDITIONAL BARS TO BE IN
THE SAME PLANE.
1.) RIGID OR FLEXIBLE PAVEMENT
2.) GRANULAR ROAD BASE
3.) 12" MIN. FOR DIAMETERS THROUGH 96"
18" MIN. FOR DIAMETERS FROM 102"
AND LARGER MEASURED TO TOP OF
RIGID OR BOTTOM OF FLEXIBLE
PAVEMENT.
4.) SELECT GRANULAR FILL PER AASHTO M145
A -1, A -2 OR A -3 OR APPROVED EQUAL.
PLACED IN 8" LIFTS (COMPACTED TO MIN.
90% STANDARD DENSITY PER AASHTO T -99.)
5.) CONTECH C-40 OR C-45 NON -WOVEN
GEOTEXTILE IF REQUIRED BY ENGINEER OF
RECORD TO PREVENT SOIL MIGRATION.
6.) GRANULAR BEDDING, ROUGHLY SHAPED TO
FIT THE BOTTOM OF PIPE, FROM SPRINGLINE
OF PIPE TO 4 " -6" BELOW BOTTOM OF PIPE.
(STONE OR OTHER SUITABLE GRANULAR
MATERIAL USED IN THIS SECTION SHALL
ADHERE TO BACKFILL MATERIAL AND
COMPACTION SPECIFICATION INDICATED BELOW)
PRIOR TO PLACING THE BEDDING, THE FOUNDATION MUST BE CONSTRUCTED TO
A UNIFORM AND STABLE GRADE. IN THE EVENT THAT UNSUITABLE FOUNDATION
MATERIALS ARE ENCOUNTERED DURING EXCAVATION, THEY SHALL BE REMOVED
AND BROUGHT BACK TO THE GRADE WITH A FILL MATERIAL AS APPROVED BY
THE ENGINEER. ONCE THE FOUNDATION PREPARATION IS COMPLETE, THE
4 INCHES OF A WELL - GRADED GRANULAR MATERIAL SHALL BE PLACED AS THE
BEDDING.
0YUM"
THE BACKFILL SHALL BE AN Al, A2 OR A3 GRANULAR FILL PER AASHTO M -145 OR
A WELL - GRADED GRANULAR FILL AS APPROVED BY THE ENGINEER (SEE
INSTALLATION GUIDELINES). THE MATERIAL SHALL BE PLACED IN 8 -INCH LOOSE
LIFTS AND COMPACTED TO 90% AASHTO T99 STANDARD PROCTOR DENSITY.
WHEN PLACING THE FIRST LIFTS OF BACKFILL IT IS IMPORTANT TO MAKE SURE
THAT THE BACKFILL IS PROPERLY.COMPACTED UNDER AND AROUND THE PIPE
HAUNCHES. BACKFILL SHALL BE PLACED SUCH THAT THERE IS NO MORE THAN
A TWO LIFT (16 ") DIFFERENTIAL BETWEEN ANY OF THE PIPES AT ANY TIME
DURING THE BACKFILL PROCESS. THE BACKFILL SHALL BE ADVANCED ALONG
THE LENGTH OF THE DETENTION SYSTEM AT THE SAME RATE TO AVOID
DIFFERENTIAL LOADING ON THE PIPE.
OTHER ALTERNATE BACKFILL MATERIAL MAY BE ALLOWED DEPENDING ON SITE
SPECIFIC CONDITIONS. REFER TO TYPICAL BACKFILL DETAIL FOR MATERIAL
REQUIRED.
BACKFILL DETAIL
NTS
MANHOLE CAP DETAIL
NTS
CONNECTION DETAIL
SINGLE BOLT, BAR AND STRAP
H -12
HUGGER
%" THICK 7"
MIN. WIDE FLAT
NEOPRENE GASKET
FLAT GASKET
GENERAL NOTES
1. BANDS ARE NORMALLY FURNISHED AS FOLLOWS:
12" THRU 48 ", 1 -PIECE
54" THRU 96 ", 2 -PIECE
102" THRU 144 ", 3- PIECES
2. BAND FASTENERS ARE ATTACHED WITH SPOT WELDS, RIVETS OR HAND WELDS
3. REROLLED ANNULAR END CORRUGATIONS ARE NORMALLY 2 %" xV. DIMENSIONS
ARE SUBJECT TO MANUFACTURING TOLERANCES
H -12 HUGGER BAND DETAIL
NTS
THIS DRAWING SHALL BE CONSIDERED PRELIMINARY - NOT
FOR CONSTRUCTION UNLESS PROPERLY SIGNED AND SEALED
NOTES:
1. SEE DRAWING 0-0002 FOR LEGEND,
ABBREVIATIONS AND GENERAL NOTES.
2. CONTRACTOR TO PROVIDE CONSTRUCTION
DRAWINGS SIGNED AND SEALED BY A N.C.
PROFESSIONAL ENGINEER FOR REVIEW PRIOR
TO PURCHASE FOR THE STORM WATER
DETENTION AND TREATMENT SYSTEM.
SEAL:
CH2 MHILL.
CH2MHILL PROJECT NO.: 490823
NORTH CAROLINA
CERTIFICATE OF LICENSURE
CH2M HILL North Carolina, Inc.
1500 International Drive
Spartanburg, SC 29303
NO. F -1277
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