SW8091204_Approved Plans_20191007

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OWNER
JOHN NICHOLS, P.E.
BRUNSWICK COUNTY
_
249
L,IVIA, NC 28422
[phone]
FAX: [phone]
ATE:
9/27/2019
SUBMITTAL:
100%
g� �.. EXISTING WA`1'ER `I' ' `1'MEN `1' r'AC ILI`I'IE IN C L 11 1N Cjw WATER ER UUN V E Y AN CAE EAFID MIXINU9
CLARIFICATION, FILTRATION, DISINFECTION AND RESIDUALSSYSTEMS. TRIEATABILITY UPGRADES IVB,,
ARE DEFINEDY A NEW RSE OSMOSIS FACILITY. ANCILLARY PROCESSES,, BUILDING
MECHANICAL, ELECTRICAL AND AUTOMATIONINFRASTRUCTURE_ A TO UPGRADED-. ECG,$ Ot.
JONATHAN TREADWAY,, P.E. NORTH CAROL IN �ENVI N� T
COMMIeSION
CDM SMITH
. MANAGEMENI
5400 GLENWOODAVENUE, SUITE 400CDM.
RALEIGH, NC 27612
(91) 325-3500
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APPROVAL STATUS
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DATE BY
VISION DESCRIPTION
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', RUTILITIES
"ENGINEER'S CERTIFICATION OF COMPLIANCE _ C COUNTY SPECIFCATIONS AND DETAILS11
I hereby certify that the plans, details, and associated project specifications comply With the latest version, as of this date, of
Brunswick County's Standard Specifications and Standard Details per standard engineering practice. Furthermore, I confirm TECH:
y understanding that reviews and approvals by Brunswick County personnel do not imply that Brunswick County personnel
DES:
have reviewed and are in agreement with every portion of the plans ..and. specifications that I have submitted. 11 understand that
Brunswick County reviews and approvals are meant to ensure that the overall plans are in general compliance with County CHK:
objectives. I understand that it is my full responsibility to ensure than plans and specifications are in full compliance with
°municipal r irem n . also confirm understanding that Count Inspections PROJECT t2.
applicable County,. State, Federal, d other eu e ts_ y y 250459- 32662
are for the sole use of the County and I certify that I will not use, or direct others to use, County inspections for State compliance
purposes or any other purpose."
SHEET NO.
G-CAN-1
ISSUED FOR BID

ZYPZY IGAL MMMS OE PIPING REERMEidMON
_ DOUBLE LINE MECHANICAL JOINT
FLANGED PIPING SHOWN 44"111�1 PIPING SHOWN ON
ON MECHANICAL DRAWINGS MECHANICAL
DRAWINGS.
2" AND SMALLER
SINGLE LINE PIPING PUSH -ON JOINT
VALVE SYMBOLOGY PIPELINE APPURTENANCES SYMBOLOGY
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SYMBOLOGY
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SINGLE LINE
SYMBOLOGY
GATE VALVE
KNIFE GATE VALVE OR
ROTARY SLIDE GATE
EXISTING OR FUTURE CONDITION DESIGNATION GENERAL
LINE WORK FOR EXISTING ITEMS SHALL
BE SHOWN IN A CONTINUOUS LIGHT'
LINE. TEXT NOTATIONS FOR EXISTING
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CONDITIONS SHALL BE PLACED WITH A l .W;r,VCY
FIFTEEN DEGREE OBLIQUING ANGLE . z.,w sF Fl '116E C)P7= �-If�E
FLOW METER, GENERAL SYMBOL SURVEY ,���1u#-�,ar9���'
VENTURI FLOW METER
SHOWN ON PIPING SHOWN ON FLOOR FLOOR DRAIN
MECHANICAL MECHANICAL--"U--' Q PLUG VALVE
DRAWINGS. DRAWINGS. TYPE AS
PIPE MATERIAL VARIES SPEC.
v BUTTERFLY VALVE OPEN EQUIPMENT DRAIN
DOUBLE LINE -- -
o WELDED PIPING ---- RC OR PCCP Y—STRAINER
pIPiNG SHOWN ON BALL VALVE
o AND FLANGED - EM
VALVES SHOWN ON ---_----- MECHANfCAI_
N MECHANICAL DRAWINGS. TYPE AS
o _ DRAWINGS SPEC. GLOBE VALVE CALIBRATION CYLINDER
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DIRECTION OF FLOW EDPPINCH VALVE PUMP
z EXISTING FACILITIES
EXISTING FACILITIES - DEMOLITION SYMBOLOGY AND C2
L_ SYMBOLOGY AND ANNOTATION ANNOTATION
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It FLEXIBLE BELLOWS - BALL CHECK VALVE PLAN FEATURE
Fi TYPE COUPLING
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Q SOLENOID VALVE
SLEEVE TYPE PIPE COUPLING
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PIPE AND FITTING SYMBOL NOTES
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SLIDE GATE SLG
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PIPING DRAWINGS.
_.- ON THE INTERIOR .:.AND EXTERIOR G
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2. BOTH SIMPLIFIED AND COMPLEX JO N REPRESENTATIONS MAY BE SHOWN
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70
m DE GATE WEIR 1 T WSLG E SLIDE
3. UNLESS MODIFIED _ BY THE GENERAL PROJECT NOTES OR DETAILED ON
c9
IN � THE LAYOUT AND SCHEMATIC DRAWINGS PIPE AND FITTING JOINT
REQUIREMENTS FOR THE VARIOUS PIPE MATERIALS ARE DEFINED IN THE
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NUMERICAL INDICATOR PIPE MATERIAL (OPTIONAL):.. UNIQUE NUMBER ASSIGNED
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ABBREVI
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NOMINAL PIPE SIZ
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ABBREVIATION INDICATING_
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TYPE OF GATE i.e. SLIDE,
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E a SHEET CHK D BY. LE U "�'
Smith
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iri cco 3 cow APPROVED BY: G. ROY Raleigh, NC 27612
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EXF
uj � DATE- DRWN CHKD REMARKS Tel: [phone]
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NEW LINE WORK SHOULD BE I ,
FUTURE , ,� �� r £ rx �z ; � ,��,�,
SHOWN IN A CONTINUOUS BLACK �> >" r >� � � �.; � �� �:#�Jf� ."`:"��`�'�'
LINE. CALL OUTS FOR NEW WORK EXPANSION (S) ,+. 1, . ,„ Jirr� fir, t fu ,t , r f4
SHALL BE VERTICAL CAPS I I #z} T C � >n. r.VrZ. C _�,dr�IDE
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FUTURE LINE WORK SHOULD BE SHOWN IN ' ' w k`ITAq = O.RCEVAI11r '=
A PHANTOM LINE. ITEMS SHOULD BE
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LABELED. TEXT NOTATIONS FOR FUTURE
PRE'
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CONDITIONS SHALL BE PLACED WITH A - -"'' to `
FIFTEEN DEGREE OBLIQUING ANGLE _ _ t,."r C'OPPU , f =.j F"JISTIC;
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SECTION CUT SYMBOLS
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IF MULTIPLE DETAILS REFER TO THE SAME. PI��
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AREA OF THE DRAWING, :THE BUBBLES �:� EtI =,r . � r_T�.:.Su= P-057
SHOULD BE STACKED SIDE BY SIDE. i, : t (< _} of,-�"vc.V-. #
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SECTION AND DETAIL TITLES �. FLOOD �.��r DRAWING,
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I.�h.NEW MAIN TO BE CONST. UNDER EXISTING
UTILITYSUBTITLE OR DESCRIPTION AS RE D
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PLANL
NEW MAIN TO BE CONST. OVER EXISTING UTILITY
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SECTION NUMBER ,,, `art
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— PROPERTY .LINE
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SECTION
SHEET WHERE
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12.00 .,-. �, Z�t� � ..� • - NEW CONTOUR
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IF SECTION OR DETAIL IS DRAWN ON
THAT IT IS T THE SAME SHEET KEN A
12.00 :.
NEW SPOT ELEVATION
P TH N T NUMBER
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FROM REPLACE E SHEET
WITH E A HYPHEN. IF THE SECTION IS
his
REFERENCED ON MULTIPLE SHEETS
DETAIL rA,
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THE SHEET NUMBER SHOWN :SHOULD . I � r
-` ` 1 C ` ELEI ..dt�F NEW STRUCTURES OR STRUCTURAL
3 4 = 1 —0 G-GN— INDICATE THE FIRST SHEET THE
COMPONENTS OR EQUIPMENT
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SECTION IS TAKEN FROM. DECIDUOUS
EC � t�, r r
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.SHEET WHERE _ :. � �.�F r.:r�r_tx T,.�.�
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DETAIL IS TAKEN
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SUFFER ZO.rs h:
TRU FUTURE T U STRUCTURES
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PROJECT NO. 250459-232662
SRUNS ICK COUNTY, NC
- :FILE NAME..: G _GN 5
EST WATER TREATMENT PLANT SYMBOLS ..SHEET N0.
ANSION AND UPGRADES G-GN-5
ISSUED FOR BID

NUMBER
ClW
CARBONATED INJECTION WATER
EVAP
EVAPORATOR (ION)
INSUL
INSULATION
P
PROTECTED OR PUMP
RTU
REMOTE THERMAL UNIT
V
VOLTS
&
AND
CJ
CONSTRUCTION JOINT
EXA
EXHAUST AIR
INT
INTERIOR
PA
POLYAMIDE
RU_
REFRIGERATION UNIT
VA
VENT AIR
DIAMETER
CL
CENTER LINE
EXH
EXHAUST AIR
INTR
REVERSE OSMOSIS INTERSTAGE
PAB
PROCESS AERATION BLOWERS
RW
PLANT WATER (PROTECTED) REUSE WATER
VA-H
HYDRAULIC VALVE OPERATOR
(e
Q
AT
CL2
CHLORINE SYSTEM
EXIST, EX
EXISTING
INV
INVERT
PAC
POWDER ACTIVATED CARBON
RW-1
RAW WATER
VA-M
MOTOR VALVE OPERATOR
CL02
CHLORINE DIOXIDE
EXP
EXPANSION
IP
IRON PIPE BOUNDARY
PAG
AIRGAP PROTECTED WATER
VA-P
PNEUMATIC VALVE OPERATOR
A
AIR (COMPRESSED)
CL2G
CHLORINE (GAS)
EXT
EXTERIOR
{PS
INTERNAL PIPE- SIZE
PAVT
PAVEMENT
S
PLANT SEWER (PROCESS AND SANITARY DRAINS)
VA-S
SOLENOID VALVE OPERATOR
A, AMP
AMPERE
CL2S
CHLORINE SOLUTION
EXTD
EXTENDED
IR
IRON ROD BOUNDARY or INTERNAL RECYCLE
PAX
POLY ALUMINUM CHLORIDE
or SIGNAL LINE or STEEL S-SHAPE DESIGNATION
VAC
VACUUM
A/C
CONDITIONING UNIT
CLF
CHAIN LINK FENCE
EY
EPDXY
ISOL
ISOLATOR or ISOLATION
PB
PUSHBUTTON
SA
SUPPLY AIR
VAP
VAPORIZER
AA
AERATION AIR
CLG
CEILING
ISTG
INTERSTAGE
PBAV
PLASTIC BALL VALVE
SAN
SANITARY
VAR
VARIOUS/VARIABLE
AB
ANCHOR BOLT
CLR
CLEAR
F
FILTRATE or FAHRENHEIT
PC
POINT OF CURVE
SAN S
SANITARY SEWER
VAV
VARIABLE AIR VOLUME
ABA
AEROBIC BASIN AERATOR
CLW
CLARIFIED WATER (CLARIFIER EFFLUENT)
f'c
CONCRETE COMPRESSION STRESS
JB
JUNCTION BOX
PCC
POINT OF COMPLEX CURVATURESAS
SODA ASH SOLUTION
VB
VALVE BOX
ABDN
ABANDON
CMP
CORRUGATED METAL PIPE
f'm
MASONRY PRISM STRESS
JCT
JUNCTION
PCCP
PRESTRESSED CONCRETE CYLINDER PIPE
SB
STONE MONUMENT BOUNDARY or SLUDGE BLOWDOWN
VBR
VACUUM BREAKER
AC
AIR CONDITIONING or ALTERNATING CURRENT
CMU
CONCRETE MASONRY UNITS
FAB
FABRICATE (OR, ED)
JT
JOINT
PCF
POUND PER CUBIC FOOT
SBS
SODIUM BISULFITE
VC
VICTAULIC COUPLING
ACCV
AUTOMATIC CONTROL CHECK VALVE
CND
CONDENSATE
FAC
FACILITY or .FLANGED ADAPTOR COUPLING
KO
KNOCKOUT
PCTFE
POLYCHLOROTRIFLUORETHYLENE
SCH
SCHEDULE
VCP
VITRIFIED CLAY PIPE
ACP
ASBESTOS CEMENT PIPE
CNR
CONDENSATE RETURN
FB
FLOOR BOX (BUSHING TYPE)
KSI
KIPS (1000 POUNDS) PER SQUARE INCH
PCV
PRESSURE CONTROL VALVE
SCV
SILENT CHECK VALVE
VID
VOLUME DAMPER
ACU
AIR CONDITIONING UNIT
CNS
CONDENSATE SUPPLY
FBO
FURNISHED BY OTHERS
KTV
KNIFE GATE VALVE
PD
PUMP DISCHARGE
SD
STORM DRAIN
VEL
VELOCITY
15
AD
ACCESS DOOR
CO
CLEAN OUT
FC
FLEX CONNECTION
PE
PLAIN END or PRIMARY EFFLUENT
SDCV
SLANTING DISC CHECK VALVE
VERT
VERTICAL
0
ADDL
ADDITIONAL
CO2
CARBON DIOXIDE
FD
FLOOR DRAIN
L
LENGTH or STRUCTURAL ANGLE DESIGNATION
PERF
PERFORATED
SE
SECONDS or SECONDARY or SECONDARY EFFLUENT
VFD
VARIABLE FREQUENCY DRIVE
o
ADJ
ADJUSTABLE
CO2(G)
CARBON DIOXIDE GAS
FDMPR
FIRE DAMPER
LA
LIGHTNING ARRESTER
PERM
PERMEATE
SEC
SECTION
V!B
VIBRATION
v
ADPT
ADAPTER
CO2(L)
CARBON DIOXIDE LIQUID
FDN
FOUNDATION
LAB
LABORATORY
PFU
POLYMER FEED UNIT
SF
SUPPLY FAN
VIPA
VIRGIN ISOPROPYL ALCOHOL
o
ADWR
AIR DISSOLUTION WATER RETURN
C42(S)
CARBON DIOXIDE SOLUTION
FE
FILTER EFFLUENT or FLOW ELEMENT (METER)
LAM
LAMINATED
LEAVING AIR TEMPERATURE
pH
HYDROGEN ION CONCENTRATION
SFD
WASTEWATER SLUDGE
VNBA
VIRGIN N. BUTYL ACETATE
z
ADWS
AIR DISSOLUTION WATER SUPPLY
COL
COLUMN
FFE
FINISHED FLOOR ELEVATION
LAT
LAV
LAVATORY
PH
PHASE
SFR
SLUDGE RETURN
VOL
VOLUME
o
AFD
ADJUSTABLE FREQUENCY DRIVE
COMB
COMBINATION or COMBUSTION
FH
FIRE HYDRANT
LB
POUND
PHOS
PHOSPHATE
SG
SLUICE GATE
VRV
VACUUM RELIEF VALVE
0
AFF
ABOVE FINISHED FLOOR
COMP
COMPRESSIBLE
FHMS
FLATHEAD MACHINE SCREW
PHW
PROTECTED HOT WATER
SG-C
SLUICE GATE - MANUAL CRANK OPERATOR
VS
VARIABLE SPEED
_
AFG
ABOVE FINISHED GRADE
CON
CONCENTRATE
FHWS
FLATHEAD WOOD SCREW
LBS
POUNDS
PI
POINT OF INTERSECTION or PRESSURE INDICATOR
SG-HW
SLUICE GATE - HAND WHEEL OPERATOR
VSD
VARIABLE SPEED DRIVE
o
AHP
AIR HIGH PRESSURE (>20 PSI)
CONC
CONCRETE
FI
FILTER INFLUENT
LCP
LOCAL CONTROL PANEL
PINF
PRIMARY INFLUENT
SG-M
SLUICE GATE - MOTOR OPERATOR
VT
VENT
AHU
AIR HANDLING UNIT
COND
CONDUCTIVITY
FIG
FIGURE
LF
LINEAL FEET
LONG
PJF
PREMOLDED JOINT FILLER
SHT
SHEET
VTR
VENT THROUGH ROOF
Q
z
Al
ANALOG INPUT
CONN
CONNECTION
FIN
FINISH (ED)
LG
L
LAG BOLT
PL
PROPERTY LINE or PLATE DESIGNATION or PILOT
S{M
SIMILAR
w
AIR —I
INSTRUMENT AIR.
CONST
CONSTRUCTION
FIT
FLOW INDICATING .TRANSMITTER
M
LIME
LIME, DRY
PLC
PROGRAMMABLE LOGIC CONTROLLER
SJ
SOLDERED JOINT
W
WIDTH
�.
a_,AIR—P
PROCESS AIR
CONT
CONTINUOUS
FL
FLOOR or FLUORIDE or FIRE LINE
LIT
LEVEL INDICATING TRANSMITTER
PLP
POLYPHOSPHATE
SL
SLUDGE
W/
WITH
ALP
AIR LOW PRESSURE (<20 PSI)
CORR
CORRUGATED
FLUSH
PERMEATE FLUSH
LL
LIVE LOAD
PLS
LINED STEEL
PLASTIC PLL
SLG
SLIDE GATE
W /O
WITHOUT
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PROJECT NO. 250459-232662
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DESIGNED BY:
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BRUNSWICK COUNTY, NC
FILE G-GN-6
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DRAWN BY:
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REMARKS
DATE:
OCTOBER 2019
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ISSUED FOR 5��

A B C D E I F G
I GENERAL NOTES DRAWING IDENTIFICATION SYSTEM
e
I I Y ASSIST TH CONTRACTOR N 1 I PROFILE ARE ASSUMED UNLESS DESIGN DISCIPLINE
1. THE INFORMATION PROVIDED !N THESE PLANS S SOLELY TOE CO C I 1 .UTILITY CROSSING DEPTHS- AND DIAMETERS SHOWN N RO LE E SSU
ASSESSING THE NATURE AND EXTENT OF CONDITIONS WHICH WiLL BE ENCOUNTERED ELEVATION SPECIFICALLY STATED OTHERWISE. GRAVITY SANITARY SEWER ELEVATIONS WERE (DEPICTED IS SHEET NO. 2 OF MECHANICAL DISCIPLINE
DURING THE COURSE OF WORK. ACTUAL CONDITIONS MAY DEVIATE FROM THE INTERPOLATED BETWEEN UPSTREAM AND DOWNSTREAM MANHOLES. ALL OTHER UTILITY FOR BACKWASH EQ- TANK) DESIGNATIONS
INFORMATION SHOWN IN PROJECT DOCUMENTS. CONTRACTOR SHALL NOT HOLD OWNER ELEVATIONS SHOWN WERE DETERMINED BASED ON LEVEL A SUBSURFACE UTILITY
OR ENGINEER RESPONSIBLE FOR ANY SUCH DEVIATIONS. EXISTING UTILITIES AND ENGINEERING EXPLORATION AND ARE APPROXIMATE BASED ON MEASUREMENTS TAKEN PROCESS AREA DESIGNATION - DESIGNATION_ DESCRIPTION
STRUCTURES SHOWN IN PROJECT DOCUMENTS MAY NOT REFLECT AN FROM GROUND SURFACE. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES, (SEE THiS DRAWING SHEET) I
ACCURATE/COMPLETE REPRESENTATION F ACTUAL CONDITIONS. THE PROJECT DRAWINGS WHETHER SHOWN OR NOT IN THE DRAWINGS, AND SHALL REPAIR ANY DAMAGE CAUSED G GENERAL
0 C
DO NOT CLAIM TO SHOW ALL EXISTING UTILITIES AND FEATURES. ALL CONTRACTORS ARE DURING CONSTRUCTION AT CONTRACTORS COST. M- BET 2 C CIVIL
DIRECTED PRIOR TO BIDDING TO CONDUCT WHATEVER INVESTIGATION THEY MAY DEEM
NECESSARY TO ARRIVE AT THEIR OWN CONCLUSION REGARDING THE ACTUAL CONDITIONS 12. CONTRACTOR SHALL OBTAIN APPROVAL FROM OWNER OR ENGINEER PRIOR TO EXCAVATING A ARCHITECTURAL
THAT WILL BE ENCOUNTERED AND UPON WHICH THEIR BiDS WILL BE BASED. WITHIN THE DRIPLINE OF ANY TREE OUTSIDE OF THE ROAD PAVEMENT. DESIGN DISCIPLINE DESIGNATION-J STRUCTURAL
(SEE THIS DRAWING SHEET) 1
M PROCESS MECHANICAL
2. LOCATIONS, ELEVATIONS AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES AND 13. TREES WITHIN THE FORCE MAIN LOD MAY NOT BE REMOVED WITHOUT OWNER OR
OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE ENGINEER APPROVAL. CONTRACTOR SHALL OBTAIN APPROVAL FROM OWNER OR ENGINEER SEQUENTIAL DRAWING SHEET NUMBER HEATING, VENTILATION & AIR
`o TIME OF THE PREPARATION OF THESE PLANS, BUT DO NOT PURPORT TO BE ABSOLUTELY PRIOR TO REMOVING ANY TREES ALONG THE FORCE MAIN ALIGNMENT H
- F
CONDITIONING
0 CORRECT. THE CONTRACTOR SHALL VERIFY THE LOCATIONS, ELEVATIONS, AND OTHER P PLUMBING
FEATURES AFFECTING HIS WORK PRIOR TO CONSTRUCTION. CONTRACTOR SHALL VERIFY 14. CONTRACTOR SHALL RESTORE ANY PROPERTY ALONG THE FORCE MAIN ALIGNMENT M .-- D -
o THE EXISTENCE AND ACCURACY OF BENCHMARKS AND CONTROL DATA PROVIDED ON THE AFFECTED BY CONSTRUCTION ACTIVITIES TO PRE-EXISTING CONDITIONS. F FiRE PROTECTION i
z
DRAWINGS. PRIOR TO INITIATING CONSTRUCTION, CONTRACTOR SHALL NOTIFY ENGINEER iF
E ELECTRICAL
o DISCREPANCIES ARE FOUND. 15. WHEN STOCKPILING EXCAVATED SOiL ON ANY PAVED SURFACE THAT IS NOT TO BE _
Q REPAVED, THE CONTRACTOR SHALL PLACE STONE BENEATH THE SOIL TO HELP PROTECT I INSTRUMENTATION
Cf 3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ACHIEVE THE DESIRED HORIZONTAL THE SURFACE. STANDARD DETAIL SHEETS
o AND VERTICAL PIPELINE ROUTING BY DEFLECTION OF PIPE JOINTS USING NO MORE THAN
75% OF THE MAXIMUM DEFLECTION RECOMMENDED BY THE PiPE MANUFACTURER OR 16. ALL ROADS SHALL BE REPAIRED PER DETAILS C AND D ON C-D-2, SPECIFICATION (DEPICTED IS STANDARD MECHANICAL_ DETAIL DRAWING SHEET N0. 2) - DESIGNATIONS
Q THRU THE USE OF FITTINGS. FITTINGS SHOWN ON PIPELINES ARE THE MINIMUM 02500, AND THE NCDOT ENCROACHMENT PERMIT
PROCESS AREA z REQUIRED TO MAINTAIN THE ALIGNMENT, BUT MAY NOT NECESSARILY BE ALL THE
w 17. FORCE MAiN SHALL BE RESTRAINED PER RESTRAINED JOINT SCHEDULE AND NOTES ON DESIGNATION DESCRIPTION
FITTINGS THAT WILL BE REQUIRED.
SHEET C-D-3. REFER TO PROCESS AREA AND DISCIPLINE DESIGNATIONS SHOWN ON THIS DRAWING SHEET GN GENERAL NOTES AND INFORMATION
4. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING ANY TEMPORARY STORMWATER
= CONTROL MEASURES DURING CONSTRUCTION. 18. SURVEY BASED ON NC GRiD NORTH NAD 83 (NSRS 2011). SP SITE PLAN
5. CONTRACTOR SHALL STOCKPILE EARTHWORK AND MATERIALS IN THE AREAS SPECIFICALLY 19. LOD ALONG FORCE MAiN ALIGNMENT SHALL EXTEND A MAXIMUM OF 5' BEYOND EOP. GQ GRADING AND DRAINAGE
a DESIGNATED FOR STAGING. CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION TO AVOID THE LOD SHOWN ON THE ALIGNMENT SHEETS HAS BEEN ADJUSTED WHERE FEATURES SE SEDIMENT AND EROSION
AND MINIMIZE RUN-ON AND RUN-OFF FROM SUCH AREAS. LIMIT THE LOD TO LESS THAN 5'. CID CONCENTRATE PIPELINE
0 6. UNLESS OTHERWISE STATED ALL METALLIC PIPING 4" AND LARGER SHALL BE RESTRAINEDCONTRACTOR HA T AMA PAV PAVEMENT R MARKINGS BEYOND THE ROAD GW GROUNDWATER WELLS
w 20. SHALL N0 DAMAGE E 0
D JOINT PIPE. CENTERLINE ON THE LANE OPPOSITE FROM THE TRENCH UNLESS SHOWN OTHERWISE ON RW RAW WATER PIPELINE
THE PLANS. IF _PAVEMENT OR MARKINGS ARE DAMAGED ON THE LANE OPPOSITE FROM
CL 7. ALL PIPING CONNECTIONS NOT SPECIFICALLY DETAILED IN THESE DRAWINGS SHALL BE THE TRENCH, CONTRACTOR SHALL REPAVE THE ENTIRE WIDTH OF THE ROAD AND REMARK Yp YARD PIPING AND SITE PLAN
w SUBMITTED BY THE CONTRACTOR TO ENGINEER AS SHOP DRAWINGS FOR REVIEW AND FOR THE LENGTH OF THE DAMAGE PLUS AN ADDITIONAL TO FEET ON EITHER SiDE, BUT RM RAPID MIXING
APPROVAL. THESE SUBMITTALS SHALL BE PREPARED BY A PROFESSIONALLY LICENSED NO LESS THAN 50 FEET TOTAL.
0 ENGINEER REGISTERED IN THE STATE OF NORTH CAROLINA. THE SUBMITTAL SHALL CL CLARIFIERS
Q INCLUDE THRUST ANALYSIS OF PIPING SYSTEMS INCLUDING BUT NOT LIMITED TO 21. DRIVEWAY REPLACEMENT WIDTH FOR DRIVEWAYS DAMAGED BY FORCE MAIN CONSTRUCTION FL FILTERS
TRANSITIONS OF PIPES FROM BELOW GROUND TO ABOVE GROUND ASSEMBLIES, TIE-IN ACTIVITIES SHALL EXTEND FROM THE ROAD TO THE NCDOT-MAINTAINED RIGHT-OF-WAY.
o TO EXISTING PIPING AND OR DISSIMILAR MATERIALS AND OR PIPE SIZES, INCLUDING BET BACKWASH EQ TANK 2
`-'- CONNECTIONS, COUPLINGS, EXPANSION AND DISMANTLING JOINTS AND ROLLER SYSTEMS. 22. CONTRACTOR SHALL NOT CREATE MORE HIGH POINTS ALONG THE FORCE MAIN THAN RO REVERSE OSMOSIS
WHAT IS SHOWN ON THE PROFILE DRAWINGS.
8. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY WASTEWATER SPILLS THAT OCCUR AS A CB CHLORINE BUILDING
n RESULT OF CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS CONTRACT AND FOR 23. SILT FENCING TO BE SPACED JUST INSIDE OF THE LOD. CONTRACTOR SHALL COORDINATE HSP HIGH SERVICE PUMP STATION
o ASSOCIATED MONETARY FINES FROM STATE REGULATORY AGENCIES. EXACT SPACING FROM LOD AS REQUIRED.
w PS PUMP STATIONS
0 9. CONTRACTOR SHALL NOT STORE ANY MATERIALS OR EQUIPMENT UNDER EXISTING 24. DISTURBED AREAS SHALL BE SEEDED, MULCHED AND/OR MATTED AS SOON AS POSSIBLE, I PB POLYMER BUILDING
OVERHEAD UTILITY LINES. PREFERABLY AT THE END OF EACH WORK DAY; AT A MINIMUM, DISTURBED AREAS SHALL
Z BE STABILIZED WITHIN FIVE WORKING DAYS OR SEVEN CALENDAR DAYS, WHICHEVER IS GT GRAVITY THICKENER
10. WHERE FORCE MAiN CROSSES EXISTING STORM DRAIN PIPES, A 24" MIN VERTICAL SHORTER. SB SLUDGE EQUALIZATION BASIN
w
SEPARATION BETWEEN PIPES IS REQUIRED.
co 25. SEDIMENT AND EROSION CONTROL SHALL COMPLY WITH THE PRACTICES OUTLINED IN THE REC RECYCLE PUMP STATION
w WHERE FORCE MAIN CROSSES EXISTING GAS PIPES, A 24" MIN VERTICAL SEPARATION IS DESIGN STANDARDS IN SENSITIVE WATERSHEDS (15A NCAC 4B.0124). AB ADMINISTRATION BUILDING
m REQUIRED.
o D DETAILS
WHERE FORCE MAIN CROSSES EXISTING WATER MAINS, AN 18" MIN VERTICAL SEPARATION
o IS REQUIRED. FORCE MAIN MUST CROSS UNDER EXISTING WATER MAINS.
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�i Q F' Q w DESIGNED BY: J. ROBINSON
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CDIW BRt1NSV1/ICFC COUNTY, NC PROJECT N0. 250459-232662
FILE _NAME:- G-GN-7
SHEET N0.
d m v DRAWN BY: J.
cv o v M. LEDOUX
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W E m SHEET CHK'D BY:m ii,
o E0�NORTHWEST WATER TREATMENT PLANT
GENERAL NO"TES AND I-Et.:11
U '-a 0 p CROSS CHK'D BY: J. TREADWAY 5400 Glenwood Avenue, Suite 400
ii co 300 w APPROVED BY: G. ROY Raleigh, NC 27612
L.LLu �' REV. Tel: [phone] EXPANSION-
x� aOc�
N0. DATE DRWN CHKD REMARKS DATE: flCTOBER _2019
ISSUED FOR BID

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SEE SHEET C—SP-2 FOR LEVEL A SUE TEST HOLE LOCATIONS.
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STABILIZATION REQUIREMENTS:
> SEEDING:
> STABILIZATION FOR THIS PROJECT SHALL COMPLY WITH THE TIME FRAME GUIDELINES AS SPECIFIED BY THE NCG-010000 GENERAL
SEEDING DATES GIVEN IN THE SEEDING MIXTURE SPECIFICATIONS ARE DESIGNATED AS "BEST" OR "POSSIBLE". SEEDNGS
CONSTRUCTION PERMIT EFFECTIVE AUGUST 3, 2011 ISSUED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL
PROPERLY CARRIED OUT WITHIN THE "BEST" DATES HAVE A HIGH PROBABILITY OF SUCCESS. IT IS ALSO POSSIBLE TO
RESOURCES DIVISION OF WATER QUALITY
HAVE SATISFACTORY ESTABLISHMENT WHEN SEEDING OUTSIDE THESE DATES. HOWEVER, AS YOU DEVIATE FROM THEM, THE
PROBABILITY OF FAILURE INCREASES RAPIDLY. SEEDING ON THE LAST DATE SHOWN UNDER "POSSIBLE" MAY REDUCE
DEFINITION:
CHANGES OF SUCCESS BY 30 TO 50 PERCENT. ALWAYS TAKE THIS INTO ACCOUNT IN SCHEDULING LAND —DISTURBING
ACTIVITIES.
> TEMPORARY SEEDING: PLANTING RAPID —GROWING ANNUAL GRASSES, SMALL GRAINS, OR LEGUMES TO PROVIDE INITIAL,
TEMPORARY COVER FOR EROSION CONTROL ON DISTURBED AREAS.
USE CERTIFIED SEED FOR PERMANENT SEEDING WHENEVER POSSIBLE. CERTIFIED SEED IS INSPECTED BY THE NORTH
CAROLINA CROP IMPROVEMENT ASSOCIATION. IT MEETS PUBLISHED NORTH CAROLINA STANDARDS AND SHOULD BEAR AN
> PERMANENT SEEDING: CONTROLLING RUNOFF AND EROSION ON DISTURBED AREAS BY ESTABLISHING -PERENNIAL
OFFICIAL "CERTIFIED SEED" LABEL
VEGETATIVE COVER WITH SEED.
LABELING OF NON —CERTIFIED SEED IS ALSO REQUIRED BY LAW. LABELS CONTAIN IMPORTANT INFORMATION ON SEED
_
PURPOSE:
PURITY, GERMINATION, AND PRESENCE OF WOOD SEEDS. SEEDS MUST MEET STATE STANDARDS FOR CONTENT OF NOXIOUS
> TEMPORARY SEEDING: TO TEMPORARILY STABILIZE DENUDED AREAS THAT WILL NOT BE BROUGHT TO FINAL GRADE FORA
WEEDS. DO NO ACCEPT SEED CONTAINING "PROHIBITED" NOXIOUS WEED SEED.
PERIOD OF MORE THAN 21 CALENDAR DAYS. TEMPORARY SEEDING CONTROLS RUNOFF AND EROSION UNTIL PERMANENT
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VEGETATION CAN BE ESTABLISHED.
INOCULATE LEGUME SEED WITH THE RHIZOBIUM BACTERIA APPROPRIATE TO THE SPECIES OF LEGUME.
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> PERMANENT SEEDING: TO REDUCE EROSION AND DECREASE SEDIMENT YIELD FROM DISTURBED AREAS, AND TO
APPLY SEED UNIFORMLY WITH A CYCLONE SEEDER, DROP -TYPE SPREADER, DRILL, CULTIPACKER SEEDER, OR HYDROSEEDER
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PERMANENTLY STABILIZE SUCH AREAS IN A MANNER THAT IS ECONOMICAL, ADAPTS TO SITE CONDITIONS, AND ALLOWS
ON A FIRM, FRIABLE SEEDBED.
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SELECTION OF THE MOST APPROPRIATE PLANT MATERIALS.
WHEN USING A DRILL OR CULTIPACKER SEEDER, .PLANT SMALL GRAINS NO MORE THAN 1 INCH DEEP, GRASSES AND
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CONDITIONS WHERE PRACTICE APPLIES:
LEGUMES NO MORE THAN j INCH. EQUIPMENT SHOULD BE CALIBRATED IN THE FIELD FOR THE DESIRED SEEDING RATE.
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> TEMPORARY SEEDING: ON ANY CLEARED, UNVEGETATED, OR SPARSELY VEGETATED SOIL SURFACE WHERE VEGETATION
WHEN USING BROADCAST -SEEDING METHODS, SUBDIVIDE THE AREA INTO WORKABLE SECTIONS AND DETERMINE THE AMOUNT
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COVER IS NEEDED FOR LESS THAN 1 YEAR. APPLICATIONS OF THIS PRACTICE INCLUDE DIVERSIONS, DAMS, TEMPORARY
OF SEED NEEDED FOR EACH SECTION. APPLY ONE—HALF THE SEED WHILE MOVING BACK AND FORTH ACROSS THE AREA,
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SEDIMENT BASINS, TEMPORARY ROAD BANKS, AND TOPSOIL STOCKPILES.
MAKING A UNIFORM PATTERN: THEN APPLY THE SECOND HALF IN THE SAME WAY, BUT MOVING AT RIGHT ANGLES TO THE
FIRST PASS.
> PERMANENT SEEDING:
MULCH ALL PLANTINGS IMMEDIATELY AFTER SEEDING.
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> FINE —GRADED AREAS ON WHICH PERMANENT, LONG—LIVED VEGETATIVE COVER IS THE MOST PRACTICAL OR MOST
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EFFECTIVE METHOD OF STABILIZING THE SOIL. PERMANENT SEEDING MAY ALSO BE USED ON ROUGH —GRADED
> HYDROSEEDING:
AREAS THAT WILL NOT BE BROUGHT TO FINAL GRADE FOR A YEAR OR MORE.
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> AREAS TO BE STABILIZED WITH PERMANENT VEGETATION MUST BE SEEDED OR PLANTED WITHIN 15 WORKING DAYS
SURFACE ROUGHENING 1S PARTICULARLY IMPORTANT WHEN HYDROSEEDING, AS A ROUGHENED SLOPE WILL PROVIDE SOME
F=
OR 90 CALENDAR DAYS AFTER FINAL GRADE IS REACHED, UNLESS TEMPORARY STABILIZATION 1S APPLIED.
NATURAL COVERAGE FOR LIME, FERTILIZER, AND SEED. THE SURFACE SHOULD NOT BE COMPACTED OR SMOOTH. FINE
SEEDBED PREPARATION IS NOT NECESSARY FOR HYDROSEEDING OPERATIONS: LARGE CLODS, STONES, AND IRREGULARITIES
SPECIFICATIONS:
PROVIDE CAVITIES IN WHICH SEEDS CAN LODGE.
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> SEEDBED REQUIREMENTS:
RATE OF WOOD FIBER (CELLULOSE) APPLICATION SHOULD BE AT LEAST 4000 LB/ACRE.
ESTABLISHMENT OF VEGETATION SHOULD NOT BE ATTEMPTED ON SITES THAT ARE UNSUITABLE DUE TO INAPPROPRIATE
APPLY LEGUME INOCULANTS AT FOUR TIMES THE RECOMMENDED RATE WHEN ADDING INOCULANT TO A HYDROSEEDER
SOIL TEXTURE; POOR DRAINAGE, CONCENTRATED OVERLAND FLOW, OR STEEPNESS OF SLOPE UNTIL MEASURES HAVE
SLURRY.
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BEEN TAKEN TO CORRECT THESE PROBLEMS.
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IF A MACHINERY BREAKDOWN OF � TO 2 HOURS OCCURS, ADD 50 PERCENT MORE SEED TO THE TANK, BASED ON THE
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TO MAINTAIN A GOOD STAND OF VEGETATION, THE SOIL MUST MEET CERTAIN MINIMUM REQUIREMENTS AS A GROWTH
PROPORTION OF THE SLURRY REMAINING. THIS SHOULD COMPENSATE FOR DAMAGE TO SEED. BEYOND 2 HOURS, A FULL
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MEDIUM. THE EXISTING SOIL SHOULD HAVE THESE CRITERIA:
RATE OF NEW SEED MAY BE NECESSARY.
> ENOUGH FINE—GRAINED (SILT AND CLAY) MATERIAL TO MAINTAIN ADEQUATE MOISTURE AND NUTRIENT SUPPLY
LIME IS NOT NORMALLY APPLIED WITH A HYDRAULIC SEEDER BECAUSE IT IS ABRASIVE. IT CAN BE BLOWN ONTO STEEP
(AVAILABLE WATER CAPACITY OF AT LEAST .05 INCHES WATER TO 1 INCH OF SOIL).
SLOPES IN DRY FORM.
> SUFFICIENT PORE SPACE TO PERMIT ROOT PENETRATION.
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> SUFFICIENT DEPTH OF SOIL TO PROVIDE AN ADEQUATE ROOT ZONE. THE DEPTH TO ROCK OR IMPERMEABLE LAYERS
WHEN APPLYING HYDROSEED THE TOWER OR TANK METHOD SHALL BE USED. BELOW ARE THE SEQUENCE OF APPLICATION
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SUCH AS HARDPANS SHOULD BE 12 INCHES OR MORE, EXCEPT ON SLOPES STEEPER THAN 2H:1V WHERE THE
FOR BOTH METHODS:
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ADDITION OF SOIL IS NOT FEASIBLE.
> A FAVORABLE PH RANGE FOR PLANT GROWTH, USUALLY 6.0 TO 6.5.
WHEN USING THE TANK METHOD THE FIRST APPLICATION SHOULD BE WITH j MULCH, ALL SEED AND FERTILIZER AND THE
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> FREE FROM LARGE ROOTS, BRANCHES, STONES, LARGE CLODS OF EARTH, OR TRASH OF ANY KIND. CLODS AND
SECOND APPLICATION SHOULD BE WITH I MULCH ONLY.
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STONES MAY BE LEFT ON SLOPES STEEPER THAN 3H:1 V IF THEY ARE TO BE HYDROSEEDED.
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WHEN USING THE TOWER METHOD THE FIRST APPLICATION SHOULD BE WITH j MULCH ONLY AND THE SECOND APPLICATION
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IF ANY OF THE ABOVE CRITERIA ARE NOT MET (I.E., IF EXISTING SOIL IS TOO COARSE, DENSE, SHALLOW OR ACIDIC TO
SHOULD BE WITH j MULCH, ALL SEED AND FERTILIZER.
FOSTER VEGETATION), SPECIAL AMENDMENTS ARE REQUIRED. THE SOIL CONDITIONERS DESCRIBED BELOW MAY BE
BENEFICIAL OR, PREFERABLY, TOPSOIL MAY BE APPLIED.
> MAINTENANCE:
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> SEEDBED PREPARATION:
GENERALLY, A STAND OF VEGETATION CANNOT BE DETERMINED TO BE FULLY ESTABLISHED UNTIL SOIL COVER HAS BEEN
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MAINTAINED FOR ONE FULL YEAR FROM PLANTING, INSPECT SEEDED AREAS FOR FAILURE AND MAKE NECESSARY REPAIRS
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ROUGHEN SURFACES PRIOR TO SEEDING. TILL OR DISC THE PREPARED AREAS TO BE SEEDED TO A MIN. DEPTH OF
AND RESEEDINGS WITHIN THE SAME SEASON, IF POSSIBLE.
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FOUR (4) INCHES AND RETURN AREAS TO THE APPROVED FINAL GRADE AS NECESSARY.
RESEEDING: IF A STAND HAS INADEQUATE COVER, REEVALUATE CHOICE OF PLANT MATERIALS AND QUANTITIES OF LIME AND
LIME AND FERTILIZER NEEDS SHALL BE DETERMINED BY SOIL TESTS. SOIL TESTING IS PERFORMED FREE OF CHARGE BY
FERTILIZER. REESTABLISH THE STAND AFTER SEEDBED PREPARATION OR OVERSEED THE STAND. CONSIDER
THE NORTH CAROLINA DEPARTMENT OF AGRICULTURE SOIL TESTING LABORATORY.
SEEDING TEMPORARY, ANNUAL SPECIES IF THE TIME OF YEAR IS NOT APPROPRIATE FOR PERMANENT SEEDING. IF
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VEGETATION FAILS TO GROW, SOIL MUST BE TESTED TO DETERMINE IF ACIDITY OR NUTRIENT IMBALANCE IS
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WHEN SOIL TESTS ARE NOT AVAILABLE, FOLLOW RATES SUGGESTED IN THE SEEDING SPECIFICATIONS SHOWN BELOW:
RESPONSIBLE.
> GROUND AGRICULTURAL LIMESTONE:
FERTILIZATION: ON THE TYPICAL DISTURBED SITE, FULL ESTABLISHMENT USUALLY REQUIRES REFERTILIZATION IN THE
LIGHT —TEXTURED, SANDY SOILS: 1 TO 1j TONS/ACRE
SECOND GROWING SEASON. FINE TURF REQUIRES ANNUAL MAINTENANCE FERTILIZATION. USE SOIL TESTS IF POSSIBLE OR
HEAVY —TEXTURED, CLAYEY SOILS: 2 TO 3 TONS/ACRE
FOLLOW THE GUIDELINES GIVEN FOR THE SPECIFIC SEEDING MIXTURE.
> FERTILIZER:
GRASSES: 1000 LB/ACRE OF 10-10-10 OR -EQUIVALENT
> APPROVED TALL FESCUE CULTIVARS:' '
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APPLY LIME AND FERTILIZER EVENLY AND INCORPORATE INTO THE TOP 4 TO 6 INCHES OF SOIL BY DISKING OR OTHER
06 Dust Escalade Justice Serengeti
SUITABLE MEANS. OPERATE MACHINERY ON THE CONTOUR. WHEN USING A HYDROSEEDER, APPLY LIME AND
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2 Millennium Essential Kalahari Shelby
FERTILIZER TO A ROUGH, LOOSE SURFACE. COMPLETE SEEDBED PREPARATION BY BREAKING UP LARGE CLODS AND RAKING
3`� Millennium Evergreen 2 Kitty Hawk 2QU0 Sheridan
INTO A SMOOTH, UNIFORM SURFACE (SLOPES LESS THAN 3H:1 V). FILL IN OR LEVEL DEPRESSIONS THAT CAN COLLECT
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WATER. BROADCAST SEED INTO A FRESHLY LOOSENED SEEDBED THAT HAS NOT BEEN SEALED BY RAINFALL.
Apache III Falcon IV Legitimate Signia
Avenger Falcon NG Lexington Silver Hawk
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Barlexas Falcon V LSD Sliver"
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Barlexas II Faith Magellan Shenandoah Elite
Bar Fa Fat Cat Matador Sidewinder
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QBarrera
Festnova Millennium SRP Skyline
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Barrington Fidelity Monet Solara
Barrobusto Finelawn Elite Mustang 4 Southern Choice II
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Barvado Finelawn Xpress Ninja 2 Speedway
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Biltmore Finesse II 01' Glory Spyder LS
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Bingo Firebird Olympic Gold Sunset Cold
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Bizem Firecracker LS Padre Taccoa
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Blackwatch Firenza Patagonia Tanzania
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Site Ane-a Description
Stabilization
Timefi-ame, Exceptions
Blade Runner II Five Point Pedigree Trio
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Bonsai Focus Picasso Tahoe II'
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P.ter s, sc7aales, chtches and slopes
7 days
None
Braveheart Forte Piedmont Talladega
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7 clay 3
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Bravo Garrison Plantation Tarheel
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If slopes are 1 or less ire I and are not
Cannavaro Gold Medallion Prospect Titan ltd
coSlopes
st er than ?: 1, 14 days are allowed.
Catalyst Grande 3 Pure Gold Titanium LS
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lopes 3: `10r flatter
1�- days
7 da)rs for slopes,granter 50' 1�tla.
Cayenne Greenbrooks Quest Tracer
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Cessane Rz Greenkeeper Raptor II Traverse SRP
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ram,... All other areas with slopes hatter than 4:1
14 days
None, except for perimeters and. HQW Zones.
Chipper Gremlin Rebel Exeda Tulsa Time
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Cochise IV Greystone Rebel Sentry Turbo
Constitution Guardian 21 Rebel IV Turbo RZ
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Corgi Guardian 41 Regiment II Tuxedo RZ
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GROUND STABILIZATION REQUIREMENTS
Corona Hemi Regenerate Ultimate
C:,
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Coyote Honky Tonk Rendition Venture
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Darlington Hot Rod Rhambler 2 SRP Umbrella
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Davinci Hunter Rembrandt Van Gogh
CO
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Desire Inferno Reunion Watchdog
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Dominion Innovator Riverside Wolfpaek II
Dynamic Integrity RNP Xtremegreen
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Dynasty Jaguar 3 Rocket
Ca 26
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Endeavor Jamboree Scorpion
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DESIGNED BY: B. MASON
BRUNSWICK COUNTY, NC
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SHEET CHK'D BY: C. TAPPAN
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NORTHWEST WATER TREATMENT PI
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5400 Glenwood Avenue, Suite 400
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APPROVED BY: M. POLLARD
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Raleigh, NC 27612 EXPANSION
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REMARKS DATE OCTOBER 2019
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SEEDING SPECIFICATIONS*:
> SEEDING AND MULCHING:
THE KINDS OF SEED AND FERTILIZER, AND THE RATES OF APPLICATION OF SEED,' FERTILIZER,_ AND LIMESTONE, SHALL BE AS STATED
BELOW. DURING PERIODS OF OVERLAPPING DATES, THE KIND OF SEED TO BE USED SHALL BE DETERMINED. ALL RATES ARE IN
POUNDS PER ACRE
All Roadway Areas
March I - August 311 September l - February 28
50# Tall Fescue 504 Tall Fescue
104 Centipede 104 Centipede
25# Ber udagrass (hulled) 354 Bermudagrass (VZW& )
5004 Fertilizer 500## Fertilizer 1
40001t Limestone 4000# Limestone
Waste and Borrow Locations
March 1— August 31 September 1 - February, 28
75# Tail Fescue 754 Tall Fescue
259 Berniudagrass (hulled) 354 Bennudagrass (urx., W e it
5004 Fertilizer 500# Fertilizer
4000# Limestone 40004' Limestone
NOTE: 50# OF BAHIAGRASS MAY BE SUBSTITUTED FOR EITHER CENTIPEDE OR BERMUDAGRASS ONLY UPON ENGINEER'S
REQUEST.
ON CUT AND FILL SLOPES 2:1 OR STEEPER CENTIPEDE SHALL BE APPLIED AT THE RATE OF 5 POUNDS PER ACRE AND ADD
20# OF SERICEA LESPEDEZA FROM JANUARY 1 - DECEMBER 31.
FERTILIZER SHALL BE 10-20-20 ANALYSIS. A DIFFERENT ANALYSIS OF FERTILIZER MAY BE USED PROVIDED THE 1-2-2
RATIO IS MAINTAINED AND THE RATE OF APPLICATION ADJUSTED TO PROVIDE THE SAME AMOUNT_ OF PLANT FOOD AS A
10-20-20 ANALYSIS AND AS DIRECTED.
> TEMPORARY SEEDING:
FERTILIZER SHALL BE THE SAME ANALYSIS AS SPECIFIED FOR SEEDING AND MULCHING AND APPLIED AT THE RATE OF 400
POUNDS AND SEEDED AT THE RATE OF 50 POUNDS PER ACRE. SWEET` SUDAN GRASS, GERMAN MILLET OR BROWNTOP
MILLET SHALL BE USED IN SUMMER MONTHS AND RYE GRAIN' DURING THE REMAINDER OF THE YEAR. THE ENGINEER WILL
DETERMINE THE EXACT DATES FOR USING EACH KIND OF SEED.
> FERTILIZER TOPDRESSING:
FERTILIZER USED FOR TOPDRESSING ON ALL ROADWAY AREAS EXCEPT SLOPES 2:1 AND STEEPER SHALL BE 10-20— 20
GRADE AND SHALL BE APPLIED AT THE RATE OF 500 POUNDS PER ACRE. A DIFFERENT ANALYSIS OF FERTILIZER MAY BE 2
USED PROVIDED THE 1-2-2 " RATIO IS MAINTAINED AND THE RATE OF APPLICATION ADJUSTED TO PROVIDE THE SAME
AMOUNT OF PLANT FOOD AS 10-20-20 ANALYSIS AND AS DIRECTED.
FERTILIZER USED FOR TOPDRESSING ON SLOPES 2:1 AND STEEPER AND WASTE AND BORROW AREAS SHALL BE 16— 8-8
GRADE AND SHALL BE APPLIED AT THE RATE OF 500 POUNDS PER ACRE. A DIFFERENT ANALYSIS OF FERTILIZER MAY BE
USED PROVIDED THE 2-1-1 RATIO IS MAINTAINED AND THE RATE OF APPLICATION ADJUSTED TO PROVIDE THE SAME
AMOUNT OF PLANT FOOD AS 16-8-8 ANALYSIS AND AS DIRECTED.
> SUPPLEMENTAL SEEDING:
THE KINDS OF SEED AND PROPORTIONS SHALL BE THE SAME AS SPECIFIED FOR SEEDING AND MULCHING,, WITH THE
EXCEPTION THAT NO CENTIPEDE SEED WILL BE USED IN THE SEED MIX FOR SUPPLEMENTAL SEEDING. THE RATE OF
APPLICATION FOR SUPPLEMENTAL SEEDING MAY VARY FROM 25# TO 75# PER ACRE. THE ACTUAL RATE PER ACRE WILL BE
DETERMINED PRIOR TO THE TIME OF TOPDRESSING AND THE CONTRACTOR WILL BE NOTIFIED IN WRITING OF THE RATE PER
ACRE, TOTAL QUANTITY NEEDED, AND AREAS ON WHICH TO APPLY THE SUPPLEMENTAL SEED. MINIMUM TILLAGE EQUIPMENT,
CONSISTING OF A SOD- SEEDER SHALL BE USED FOR INCORPORATING SEED INTO THE SOIL AS TO PREVENT DISTURBANCE
OF EXISTING VEGETATION. A CLODBUSTER (BALL AND CHAIN) MAY BE USED WHERE DEGREE OF SLOPE PREVENTS THE USE
OF A SOD SEEDER.
> MOWING:
THE MINIMUM MOWING HEIGHT ON THIS PROJECT SHALL BE 4 INCHES.
REF: NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT) RALEIGH STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES
JANUARY 2018
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PROJECT N0. 250459-232662
FILE NAME: C—D-2
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A FRAME GRATE AND HOOD GENERAL NOTES: C� f 0
BACK OF CURB " SEE STD.NO. 840.03 USE GLASS B" CONCRETE THROUGHOUT. y
EXPANSION JOINTS
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/g" ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING $40.$6. _ 6,r E 4,-6„ 4,-61,
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USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. �{n I @ EQUAL SPACES 1 ,r 1 ,r GRATE & HOOD
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB Uj < LL „ 1 /2 1 /2 W .�
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w ,1 = H 6 E #8 W BARS #4 BAR 811
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SECTION Y-Y 6G 6 '�cf,.TOPp � Gl #4 B R "Y" cu USE ON --GRADES OVER 2% ELEV,d
D = @ EQUA SPACES L RISER HT.i{)-DEPRESSED GUTTER LINE'}VARIES .d ;: it larr 6,-0„_ ..Q EXPANSION JOINT � "'t . iTi• . �y. ° • ' ' t{ `o• � MAX .
v...... .. D, '. Q• ..: y • � LJ i �"!r � t _ {•, lr � � � `�MN a�-a� co `:c h.` u a" _ ! #4 BARS rrUrr 12r, lJ v�� ti.-�
„ i Gera•:° �' ELTO 36 PIPE IS USED j LU
SEE NOTE SECTION M-m = � SECTION - NORMAL CURB AND GUTTER ON STEEP GRADES = f
w CC cm
WHERE 42" TO 54" PIPE IS USED ,`}- >_
D WHERE 30" TO 36" PIPE IS USED C[if % r
RISER HT.
VARIES
Of I
_ _ y ® I
Q
LL
WHERE 42" TO 54" PIPE IS USED .., .. • , ... .°• . , ...'.. �
CL DETAIL SHOWING METHOD ;
DF RISEm CONSTFnUCTI{ m
MINIMUM DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH BASIN(BASED ON MIN. HEIGHT, H, WITH NO RISER)
DIMENSIONS OF BOX AND PIPE
COVER
DIMENSION
CU.YDS. CONC. IN BOX
DEDUCTIONS
ONE PIPE
PIPE
SPAN
WIDTH
IWIDTH
SPAN
MIN. HEIGHT
BARS-U
NO, LENGTH
BARS-V
NO. LENGTH
BARS-W
NO. LENGTH
TOTAL
LBS.
TOP
SLAB
BOTTOM
SLAB
TOT.CONC.
HEIaTIHU
D
A
B
C
G
H
E
F
C.M.
R.G.
12/1
31-O"
21-2"
-
2'-9"
-
--
--
-
--
-
-
-
0.235
0.772
0.015
0,026
„
15
7 ,t
3 -0
1 tP
2 -2
r /!
3- 0
0.235
0.829
0,023
0,036
18"
3'-0r'
2'-2/1
3' 3"
0,235
0.887
0.033
0.049
24"
31- 0"
2' _ 21,
3' -9"
0.235
1.001
0.059
0.085
30"
3'-0"
2'-2"
3' 4"
1
4'-3'r
3` 2r`
4r 0r'
4
lr-5"
2
31-9"
3
3r-9"
39
0.123
0,321
1.433
0.092
0,127
rr
36
1 1'
3 -O
r "
2 -2
r re
3 -10
, 11
4 -9
, 1,
1 -$
r "
, "
a n
,
-9"
43
O.i61
0.35$
1.714
0.132
0.1T8
42"
3'-O"
21-211
4'-5"
5 -3et
1`-5"
3`-2"
4
1'-$"
2
2'-1l"
3
2'-11"
32
0.112
0,31$
1.T3$
0.180
0.243
4$11
3r_0"
21_2rr
5r_0rr
rJr_g//
2'_0"
3'-2"
4
2'-3"
3
2'-11"
'3
2`-.11'r
3
0.145
0.352
2.052
0.235
a.317
54"
3'-0"
2'-2"
5'-T"
6r-3"
2`-7"
3`-2'r
4
2'-10"
5
2'-11"
3
2'-i1"
41
0.1$O
0.3$6
2.3$7
0.29T
0.401
4_
Z
,
i
3
ry PLAN PLAN SHEET 1 OF 2 SHEET 2 OF 2
o * RISER HAS .228 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT
® s
CATCH BASINS
DETAIL A
co
NTs
U, -
0
y
Uj GENERAL NOTES: {~-
Q US
I E GLASS "$" CONCRETE THROUGHOUT. <}4-- -
PROVIDE ALL GRATED DROP INLETS OVER 3'-6" IN DEPTH WITH STEPS 12" � ©C:S":
Q CL
-- ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66. LI- --� -
i7 OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS AT ®�
I I t #4 BAR 12" CENTERS AS DIRECTED BY THE ENGINEER. LU Q < LL _
Ct?
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. v C7CC�'
x x IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB !- _ ~ Z Lj
t As SHOWN ON STD. NO. 840.00. cj) LL a
cr-t CONSTRUCT WITH PIPE CROWNS MATCHING. Q tl)
OL____1
USE STANDARD FRAMES AND GRATES 840.22 (SHOWN), 840.24(SHOWN),L b
840.20 (NOT SHOWN) OR 840.29 (NOT SHOWN). a H
11 7!1 i 1, 7„ p
Lu
6,r - SEE STANDARD DRAWING 840.25 FOR ATTACHMENT OF FRAMES AND GRATES. ® {
0 3
CHAMFER ALL EXPOSED CORNERS 1",
aDOWEL-A DRAWING NOT TO SCALE.
_ MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO TOP ELEVATION
IS 12 FEET.
�s CONCRETE APRON r
zPLAN
cc
k
TOP ELEVATION q DITCH
FLOW LINE TOP ELEVATION CONCRETE
w 33" MIN. ALL SIDES APRON i1
b DITCH GRADE I SEE DETAIL
¢ !r
0 ry 13 MIN. I CONCRETE APRON
4fr SEALANT 6"
c�cc
t3 611 J 6,r cV K 2,f rrE,trfBARS
CL, 1fB"� _1 rr
L "G" BARS r- 3rr @ �__�____`'' CONCRETE
Q £i 00 @ 6 GTS. �4- H it � x (� e
-�- --
T
c r 4tf MIN. @H6 BCTS. B p
Z
(} 2rr i r12"
ate t +F" BARS roZ z i r, @ 6"-CTS . CONC,1r,41/2 ANCHOR /4 " 611 BAR EXP. MAT. C1!
of , L 0 4,r STEP STD. CONC.
840.66 % DOWEL"A"WALL
i a J ( SEE NOTE
� j <Uj
s
ai
v 3rrul
W > SEE NOTEY-Y DETAIL
(APRON SUPPORT NOTCH) q
DITCH GRADE
i
� Q It II
GRATED D.I. SHEET 1 OF 2
c I . 840.17
t tttttt L1411lrrrrtfl
E tit UR
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0 000000
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0 0
G W
s DROP INSETS
o > s 8 SEAL -_
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of
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DETAIL t5
'� Uj
Op i? t V. Y �P
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4n1 `
ca O> 11f11hr111 po�tt'te�
+' Qj.. J.Fr
••
i chi f Q z _ B. MASON _ PROJECT NO. 250459-232662
z DESIGNED 3Y:CDM., BRUNSWICK COUNTY, NC
M z o K. RYAN FILE NAME: C-D-6
c? _- DRAWN BY:
N r cn (D C. TAPPAN SHEET NO.
E a SHEET CHK'D BY:Smith
0- E- TH T WATER T EAT T L T CIVIL T IL - T INLETS
a CROSS CHWD BY: J. TREADWAY
ors c'a. 3 APPROVED i3Y: M. POLLARD RaieighieNC 276nwood 12
Aenue, Suite 400 y �+ C �+
u_ fl Q� REV. DATE DRWN CNKD REMARKS E A I O A D A
t� ;- w NO.
BATE: OCTOBER 2019 Tel: [phone]
X _j Q Ocr_
ISSUED FOR BID

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