NC0023973_Authorization to Construct_20180926

M KEAN MAFFITT WASTEWATER TREATME- NT PLANT
UV DISINFECTION CONVERSION PROJECT
McKim & Creed Project #07123 0002
FINAL DESIGN
FOR REVIEW PURPOSES ONLY
NOT RELEASED FOR CONSTRUCTION
AUGUST 2018
-- SHEET INDEX
19
;a
_... 17
` COVER
i
ND G 1 GENERAL NOTES AND LEGE
..
C-1 EXISTING SITE AND DEMOLITION PLAN
C-2 BASIN MODIFICATION PLAN
}'
C-3 PARTIAL PLANS, SECTIONS, AND DETAILS
C-4 PARTIAL PLANS, SECTIONS, AND DETAILS
C-5 C
SE TIONS AND DETAILS
E1 ELECTRICAL GENERAL NOTES SYMBOLS LEGENDS AND ABBREVIATIONS
fir' J _.. ,_ �-.,„ ? ti ; ' .'�
-- E2 EXISTING SINGLE LINE DIAGRAM DEMOLITION PLAN AND MODIFICATIONS
777-
E3 NEW SINGLE LINE DIAGRAM
z
�r E4 POWER AND CONTROL RISER DIAGRAM 1 OF 3
J °
PROC SITE
E T IT . � �. �_��� �. � �:��� - ___�__�__�,�< < _,
E5 POWER AND CONTROL RISER DIAGRAM 2 OF 3
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E6 POWER AND CONTROL RISER DIAGRAM 3 OF 3CHLORINE CONTACT
...r..w E7 ELECTRICAL SITE PLAN
CHAMBER E8 � . ��� .� ���� ��� ���w�.
a e
r E8 ELECTRICAL POWER PLAN
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E9 ELECTRICAL GROUNDING PLA
E10 ELECTRICAL LIGHTING PLAN
E11 ELECTRICAL TYPICAL INSTALLATION DETAILS
S-1 STRUCTURAL GENERAL NOTES, DESIGN LOADS, DESIGN CRITERIA + LEGEND
S-2 STRUCTURAL EXIST. FACILITY TOP PLAN + UV MODIFICATIONS
S-3 STRUCTURAL CANOPY ROOF FRAMING PLAN
S-4 STRUCTURAL CANOPY ROOF FRAMING/ UV MODIFICATIONS SECTIONS AND DETAILS
IITY MAP
F TO SCALE
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SEAL �
025512 243 North Front Street 0
Wilmington, North Carolina 28401 �C N
i i u ori
"Y..
ADVANCING WATER Phone: [phone] , Fax: [phone] F-
Stewardship. Sustainablility. Service. cn
License: F-1222 D
(D
www.mckimcreed.com <

NOTES:
1. ALL WORK SHALL COMPLY WITH APPLICABLE STATE, FEDERAL, AND LOCAL CODES, AND ALL
NECESSARY LICENSES AND PERMITS SHALL BE OBTAINED BY THE CONTRACTOR AT HIS EXPENSE,
UNLESS PREVIOUSLY OBTAINED BY THE OWNER AND PROVIDED AT THE PRE CONSTRUCTION
CONFERENCE.
2. DEVIATION FROM THESE PLANS AND NOTES WITHOUT THE PRIOR WRITTEN CONSENT BY THE
OWNER OR HIS REPRESENTATIVE OR THE ENGINEER MAY BE CAUSE FOR WORK TO BE
UNACCEPTABLE.
3. ALL PIPE LENGTHS AND DISTANCES BETWEEN STRUCTURES ARE MEASURED FROM CENTER OF
STRUCTURE TO CENTER OF STRUCTURE ALONG A HORIZONTAL PLANE.
4. ELEVATIONS SHOWN ARE BASED ON NAD83.
5. LOCATIONS OF EXISTING SHOWN UTILITIES ARE APPROXIMATE. IT 1S THE RESPONSIBILITY OF
THE CONTRACTOR TO DETERMINE THE SIZE, DEPTH, MATERIAL, AND LOCATION OF ALL EXISTING
UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION AND TO TAKE WHATEVER STEPS ARE NECESSARY
TO PROVIDE FOR THEIR PROTECTION. THE ENGINEER HAS ATTEMPTED TO LOCATE AND INDICATE ALL
EXISTING UTILITIES ON THE PLANS; HOWEVER, THIS INFORMATION IS SHOWN FOR THE CONTRACTOR'S
CONVENIENCE ONLY. THE ENGINEER AND THE OWNER ASSUME NO RESPONSIBILITY FOR THE
LOCATIONS OF UTILITIES SHOWN OR NOT SHOWN. AT LEAST 48 HOURS PRIOR TO DIGGING ON OR
OFF SITE THE CONTRACT R SHALL HAVE ALL UTILITIES FIELD LOCATED BY " NC ONE C 11
SYMBOL LEGEND
Z7 FIRE HYDRANT
LP YS LIGHT POLE
PPCZPOWER POLE
, 0 - ALL
c '
GUY WIRE
(1-800-632-4949) AND ALL OWNERS OF UTILITIES THAT DO NOT PARTICIPATE IN NC ONE -CALL.
IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR AND/OR REPLACE ANY
GAS VALVE
AND ALL DAMAGE TO UTILITIES BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE.
QS
SANITARY SEWER MANHOLE
6. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD ANY FIELD CONDITIONS
SANITARY SEWER VALVE
BE ENCOUNTERED THAT VARY FROM THE INFORMATION PROVIDED IN THE CONTRACT DOCUMENTS.
-CO
CLEANOUT
7. THE CONTRACTOR SHALL REMOVE AND REINSTALL ALL EXISTING FENCE AS REQUIRED FOR
SIGN
CONSTRUCTION. ANY ADDITIONAL FENCE MATERIALS REQUIRED SHALL BE PROVIDED BY THE
DROP INLET
CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.
©
STORM DRAIN MANHOLE
8. THE CONTRACTOR IS REQUIRED TO PROVIDE DETAILED VIDEO OR PHOTO DOCUMENTATION OF
SITE CONDITIONS PRIOR TO MOBILIZATION. THE EXTENTS OF THE PROJECT SITE SHALL BE
YARD LIGHT
VIDEO/PHOTO DOCUMENTED INCLUDING, BUT NOT LIMITED TO: ALL ACCESS ROADS INTO AND OUT
ELECTRIC HANDHOLE
OF THE SITE, HAUL ROADS, EXISTING UTILITIES, STAGING AND STOCKPILE AREAS, CULVERTS,
BRIDGES, DRAINAGE FEATURES, ADJACENT DRIVEWAYS, SIDEWALKS, ADJACENT STRUCTURES,
El
FIBER OPTIC PEDESTAL
EXISTING FACILITIES, STREAM AND FLOODPLAINS ADJACENT AND IMMEDIATELY DOWNSTREAM OF THEF
0
FIBER OPTIC FLAG MARKER
/
PROJECT AREA, AND ANY OTHER AREAS THAT MIGHT POTENTIALLY BE IMPACTED BY CONSTRUCTION.
VIDEOS AND PHOTOS SHALL HAVE THE DATES AND TIMES TAKEN DIGITALLY INDICATED. ALL
oMB
MAILBOX -
DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION OR BETTER. VIDEO SHALL BE
SUBMITTED TO THE ENGINEER PRIOR TO MOBILIZATION.
CHECK DAM
IRF
IRON ROD FOUND
9. CONTRACTOR SHALL MAINTAIN AN APPROPRIATE DRIVEWAY FOR INGRESS/EGRESS TO PUMP
STATION SITE AND MATERIAL STORAGE AREAS AT ALL TIMES.
®
WATER METER
N
VALVE
10. THE CONTRACTOR SHALL PROVIDE ALL SURVEY WHERE NECESSARY FOR CONSTRUCTION. ANY
1-
SIGN
EXISTING STAKE OUT OR BENCHMARKS SHALL NOT BE USED BY THE CONTRACTOR.
TREE
11. EROSION AND SEDIMENTATION CONTROL DEVICES SHALL BE INSTALLED ACCORDING TO NORTH
CAROLINA SEDIMENT AND EROSION CONTROL STANDARDS AND AS DIRECTED BY THE ENGINEER. ALL
TELEPHONE PEDESTAL
DEVICES SHALL BE MAINTAINED SUCH THAT THEY FUNCTION AS INTENDED. AFTER COMPLETION OF
ELECTRICAL METER BOX
THE PROJECT THE CONTRACTOR SHALL REMOVE ALL EROSION CONTROL DEVICES WHERE A GOOD
STAND OF GRASS HAS BEEN ESTABLISHED AND EROSION IS NO LONGER EVIDENT. REMOVAL OF THE
REMAINDER OF THE EROSION CONTROL DEVICES SHALL OCCUR AS OTHER AREAS ARE STABILIZED.
TREE UNE
REMOVAL OF THE EROSION CONTROL DEVICES SHALL BE PERMITTED ONLY WITH THE PRIOR
SILT FENCE
APPROVAL OF THE ENGINEER.
30
CONTOUR
12. ALL AREAS DISTURBED BY GRADING, EXCAVATION, AND GENERAL CONSTRUCTION SHALL BE
--�(
SILT FENCE
SEEDED, MULCHED, AND RESTORED IN ACCORDANCE WITH NORTH CAROLINA SEDIMENT AND EROSION
CONTROL STANDARDS.
- UNDERGROUND TELEPHONE LINE
13. THE CONTRACTOR SHALL NOT USE EXISTING SANITARY SEWERS AS A MEANS OF DEWATERING
UNDERGROUND FIBER OPTIC LINE
DURING CONSTRUCTION WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SURFACE WATER
CHAIN LINK FENCE
RUNOFF AND GROUND WATER FROM THE TRENCHES I AND SHALL PROVIDE NECESSARY DEWATERING
AND PUMPING EQUIPMENT FOR HANDLING THESE FLOWS DURING CONSTRUCTION. DEWATERING
UNDERGROUND GAS MAIN
ACTIVITIES TO COMPLY WITH ALL FEDERAL, STATE, AND LOCAL LAWS. ANY ADDITIONAL PERMITS
WATERLINE
REQUIRED AS A RESULT OF DEWATERING ACTIVITIES ARE THE CONTRACTOR'S RESPONSIBILITY. ALL
DEWATERING COSTS ARE CONSIDERED ANCILLARY TO THE COST OF WORK AND NO ADDITIONAL
SEWER FORCE MAIN
COMPENSATION WILL BE CONSIDERED FOR DEWATERING. EROSION CONTROL MEASURES SHOWN ON
GRAVITY SEWER MAIN
PLANS ARE DESIGNED FOR RAINFALL EVENTS ONLY AS PER NCDENR REGULATIONS. ADDITIONAL
MEASURES REQUIRED TO CONTAIN/CONTROL DEWATERING ACTIVITIES AND ASSOCIATED DISCHARGES
OVERHEAD ELECTRIC UNE
SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND INCLUDED IN THE COST OF THE
UNDERGROUND ELECTRIC
WORK.
RIGHT OF WAY (SEE NOTE 18)
14. NO PIPE JOINT SHALL EXCEED PIPE MANUFACTURER'S MAX. ALLOWABLE LIMITS FOR
DEFLECTION.
15. CONTRACTOR TO VERIFY SIZE, DEPTH, MATERIAL AND LOCATION FOR ALL UNDERGROUND
UTILITIES PRIOR TO THE START OF CONSTRUCTION. TEST EXCAVATIONS TO DETERMINE SUCH
INFORMATION SHALL BE DONE PRIOR TO CONSTRUCTION AT THE CONTRACTOR'S EXPENSE.
16. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN DISTURBED STORM SEWERS DURING
CONSTRUCTION. STORM DRAIN DAMAGE BY CONTRACTOR AS A RESULT OF CONSTRUCTION SHALL BE
REBUILT TO ORIGINAL GRADE & CONDITION AT CONTRACTOR'S EXPENSE.
17. CONTRACTOR SHALL TEST EXCAVATE AS REQUIRED TO FIELD LOCATE WATER MAINS PRIOR TO
CONSTRUCTION. CONTRACTOR SHALL INSTALL NEW FORCE MAIN WITH 10' MIN HORIZONTAL
SEPARATION FROM ALL WATER MAINS. WHERE 10' HORIZONTAL SEPARATION IS NOT POSSIBLE,
CONTRACTOR SHALL INSTALL NEW FORCE MAIN UNDER EXISTING WATER MAIN WITH 18" MIN
VERTICAL SEPARATION. THIS SHALL BE INCLUDED IN THE COST OF WORK AND NO ADDITIONAL
PAYMENT SHALL BE MADE.
e_*'D �Ca e Fear
i% 4 p
2 3 NORTH FRONT ST Public Utility Authority
WILMINGTON, NORTH CAROLINA 28401 Stewardship. Sustainablf6ty. Service.
TELE: [phone]
FAX: [phone]
LICENSE: F-1222
ep DATE:
AUG 2018
SCALE:
AS SHOWN
f� J DRAWN BY:
JPV
CAPE EAR CHECKED BY-
CARO,
Y•
CARO
S/
S
552
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PUBLIC UTILITY AUTHORITY
SOUTHSIDE UV
DISINFECTION CONVERSION
CAPE FEAR PUBLIC UTILITY AUTHORITY
235 GOVERNMENT CENTER DRIVE
WILMINGTON, NC 28403
OFFICE: [phone]
AWB
PROJECT NO.:
7123-0002
'SHEET NO:
� G-1

20' 0 20' 40'
SCALE: 1"=20' (Approx)
01 GATE:
AUG 2018
SCALE:
AS SHOWN
DRAWN BY:
JPV
P FE R CHECKED BY:
PUBLIC UTILITY AUTHORITY AWB
DESCRIPTIONDATE: .�``�CARO��''�.SOUTHSIDE UV PROJECT NO.:
S! �'� 7123-0002
DISINFECTION CONVERSION
SE =
2 2
°1-�-�
CAPE FEAR PUBLIC UTILITY AUTHORITY
235 GOVERNMENT CENTER DRIVE
WILMINGTON, NC 28403
OFFICE: [phone]
SHEET NO:
C-1
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NOTES•
\
1.- ITEM TO BE DEMOLISHED.
2. CARRIER WATER PUMP:
SD _
-�-- ss --.._._ ss SD
._
CUT DISCHARGE PIPE OFF BELOW GRADE AND CAP.
s — ss--
REMOVE CONTROL STATION.
os
ss _ w4N
REMOVE CONDUCTORS BACK TO SUPPLY PANEL AND CAP.
SD N — S° -
Yj
PATCH CONCRETE WALKWAY AFTER CAPPING.
3. NPW SYSTEM:
DEMOLISH PUMPS, PIPING AND PLATFORM.
0
CUT DISCHARGE PIPE OFF BELOW GRADE AND CAP.
WALKWAY � ' _._.. - _�'A'
REMOVE CONTROL STATION AND REMOVE CONDUCTORS BACK
{TO REMAIN)
TO SUPPLY PANEL AND CAP. REINSTALL SALVAGED HANDRAIL
AND FENCING TO CLOSE GAP IN HANDRAIL AFTER NPW
o
(n
SYSTEM REMOVAL.
NON—PO BLE
WATER SYS M
(SEE NOTES) I
EFFLUENT
CHLORINE
SAMPLE
STORAGE
BUILDING
yy,
y
— DECH-LORtNATI01
v
FACILITY "-
(NOT SHOWN)
---
--"
20' 0 20' 40'
SCALE: 1"=20' (Approx)
01 GATE:
AUG 2018
SCALE:
AS SHOWN
DRAWN BY:
JPV
P FE R CHECKED BY:
PUBLIC UTILITY AUTHORITY AWB
DESCRIPTIONDATE: .�``�CARO��''�.SOUTHSIDE UV PROJECT NO.:
S! �'� 7123-0002
DISINFECTION CONVERSION
SE =
2 2
°1-�-�
CAPE FEAR PUBLIC UTILITY AUTHORITY
235 GOVERNMENT CENTER DRIVE
WILMINGTON, NC 28403
OFFICE: [phone]
SHEET NO:
C-1

�u
V,
BASE SLAB
I\ EL 2.4f
U.V. SYSTEM N -2 `\ \ (VARIES TYP) . V
FOR U.V. SYSTEM PARTA \ \
PLAN SEE SHEET C-3 ----------------- --
\ _FLOW _ -----
(TYP) ----
36" DIP EF T PIPE
n
x x x x
X
0
O
CL
O
N
N
CID
N
O
N
'nN
N
I O
05
T
! / C
00
O
a c
'vII qKIN4&CREED
Cape Fear
>i 243 NORTH FRONT ST Public Utility Authority
ADVANCING WATER
WILMINGTON, NORTH CAROLINA 28401 Stewardship. Sustainablility. Service.
nTELE: [phone]
N ^ FAX: [phone]
I N cn LICENSE: F-1222
EFFLUENT
WEIR BOX
REV:
FLASH N �
MIXER
BASIN I'
S
N -- 1. SS SD SQ
SS SS -- SS
SS --
- SS S SS #
t
-NEW MOTOR OPERATOR=' -'--
ON EXISTING SLIDE., -DATE
EXIST NG
CONC ETE
SIDEW LK (Y )
i
�❑ — FLOW— — — //
LIMITS OF
N�:SILT FENCE
36" RCP
MH #8
36" RCP DECHLORINATION
FACILITY
�-----.0OT SHOWN)
10' 0 10' 20'
DATE:
AUG 2018
SCALE:
AS SHOWN
DRAWN BY:
SCALE: 1"=10' (Approx) JPV
PE F R CHECKED BY -
:DESCRIPTION DATE:
S� i
SEA I,�
9-111 111111111-
PUBLIC UTILITY AUTHORITY AWB
S O U T H S I D E UV
PROJECT NO.
DISINFECTION CONVERSION 7123-0002
CAPE FEAR PUBLIC UTILITY AUTHORITY
235 GOVERNMENT CENTER DRIVE
WILMINGTON, NC 28403
OFFICE: [phone]
SHEET NO:
I
C�2
«has, s
x
e
�u
V,
BASE SLAB
I\ EL 2.4f
U.V. SYSTEM N -2 `\ \ (VARIES TYP) . V
FOR U.V. SYSTEM PARTA \ \
PLAN SEE SHEET C-3 ----------------- --
\ _FLOW _ -----
(TYP) ----
36" DIP EF T PIPE
n
x x x x
X
0
O
CL
O
N
N
CID
N
O
N
'nN
N
I O
05
T
! / C
00
O
a c
'vII qKIN4&CREED
Cape Fear
>i 243 NORTH FRONT ST Public Utility Authority
ADVANCING WATER
WILMINGTON, NORTH CAROLINA 28401 Stewardship. Sustainablility. Service.
nTELE: [phone]
N ^ FAX: [phone]
I N cn LICENSE: F-1222
EFFLUENT
WEIR BOX
REV:
FLASH N �
MIXER
BASIN I'
S
N -- 1. SS SD SQ
SS SS -- SS
SS --
- SS S SS #
t
-NEW MOTOR OPERATOR=' -'--
ON EXISTING SLIDE., -DATE
EXIST NG
CONC ETE
SIDEW LK (Y )
i
�❑ — FLOW— — — //
LIMITS OF
N�:SILT FENCE
36" RCP
MH #8
36" RCP DECHLORINATION
FACILITY
�-----.0OT SHOWN)
10' 0 10' 20'
DATE:
AUG 2018
SCALE:
AS SHOWN
DRAWN BY:
SCALE: 1"=10' (Approx) JPV
PE F R CHECKED BY -
:DESCRIPTION DATE:
S� i
SEA I,�
9-111 111111111-
PUBLIC UTILITY AUTHORITY AWB
S O U T H S I D E UV
PROJECT NO.
DISINFECTION CONVERSION 7123-0002
CAPE FEAR PUBLIC UTILITY AUTHORITY
235 GOVERNMENT CENTER DRIVE
WILMINGTON, NC 28403
OFFICE: [phone]
SHEET NO:
I
C�2

LOCAL D
ISCONNECTING TROJAN PLAN NOTES: MEANs ANDUVSIGNA TM
DO NOT SLOPE CHANNEL FLOOR. OVERCURRENT °
CHANNEL WIDTH & DEPTH MUST BE KEPT WITHIN A TOLERANCE OF PROTECTION DEVICE EQUIPMENT INTERCONNECTIONS
(BY DESIGN BUILDER)
No. DESCRIPTION FROM TO
ANCHOR BOLTS ARE NOT SUPPLIED BY TROJAN TECHNOLOGIES,
°
SYSTEM CONDUIT, WIRING, DISTRIBUTION PANELS & INTERCONNECTIONS 7 J \ 11 9,_4„ 1 POWER DISTRIBUTION CENTER (PDC)* DISTRIBUTION PANEL PDC(s)
BY DESIGN BUILDER. 3 �� 11 POWER SUPPLY (DP)
ELECTRICAL REQUIREMENTS SHOWN ARE TO SUPPLY TROJAN UV ON-LINE UV TRANSMITTANCE CONTROLLER 480Y/277V, 3 PHASE, 4 WIRE + GROUND (BY DESIGN BUILDER)
EQUIPMENT ONLY. (LOCATION TO BE DETERMINED - 00 99 AMPS MAXIMUM CURRENT/PHASE (NOT SHOWN)
REMOVABLE GRATING SECTIONS SHALL BE EASILY REMOVED BY ONE FOR MOUNTING DETAIL SEE SHEET C-5, 82.1 kVA/PDC POWER DRAW
PERSON. MAXIMUM WEIGHT OF THE SECTIONS SHALL BE IN H S C MOUNT TO EXISTING HANDRAIL) — — 2 SYSTEM CONTROL CENTER (SCC)* DP SCC
ACCORDANCE WITH REQUIREMENTS OF THE APPLICABLE JURISDICTION. POWER SUPPLY (NOT SHOWN)
CONTRACTOR TO REVIEW ALL TROJAN TECHNOLOGIES INSTALLATION INTERCONNECT D ETA I L 120V, 1 PHASE, 2 WIRE + GROUND, 1.8 kVA
INSTRUCTIONS PRIOR TO EQUIPMENT INSTALLATION. SCALE: NOT TO SCALE 13
EFFLUENT LEVELS SHOWN REFLECT HYDRAULICS ASSOCIATED WITH 3 HYDRAULIC SYSTEM CENTER (HSC) DP HSC
NOT SHOWN
TROJAN EQUIPMENT ONLY. 14 POWER SUPPLY 480V, 3 PHASE, 3 WIRE + GROUND, 2.5 kVA ( )
EFFLUENT LEVELS MAY BE ALTERED DUE TO CHANNEL DEBRIS OR 3' MIN.o
GEOMETRY. CLEARANCE 15 4 BONDING CONDUCTOR PDC(s) UV BANK(s)
SITE TO PROVIDE APPROVED (ENGINEERED) ANCHOR POINTS FOR REQUIRED 8 AWG TYPE TWH STRANDED (UNDERSIDE OF PANEL)
PERSONNEL TO USE AS PART OF THEIR FALL RESTRAINT SYSTEM I I 5 UV INTENSITY UV BANK(s) PDC(s)
AROUND OPEN CHANNELS. THE ANCHOR POINTS MUST BE POSITIONED ON-LINE UV TRANSMITTANCE SENSOR 4-2OmA ANALOG INPUT (UNDERSIDE OF PANEL)
SO THAT THE PREFERRED RETRACTABLE LIFELINE OF 8 FEET IS OF z z (LOCATION TO BE DETERMINED) 6 BANK IN PLACE PROXIMITY SENSOR PROXIMITY SENSOR(s) PDC(s)
SUFFICIENT LENGTH TO ACCESS THE WORK AT THE CHANNEL. II II � a 3 CONDUCTOR CABLES SUPPLIED
*DESIGN BUILDER TO VERIFY DIMENSION BEFORE FABRICATION. II \ II � (SUPPLIED) (UNDERSIDE OF PANEL)
**NEW HANDRAIL TO BE ALUMINUM WELDED TYPE. \ \ r7 Lij
0 FLOW METER LEVEL _ 7 MODBUS SCC HSC(s) & PDC(s)
*** SENSOR AND TRANSMITTER o BELDEN 3106A OR EQUIVALENT UNDERSIDE OF PANEL
COORDINATE LOCATION OF START SO AS TO NOT BE IMPACTED BY SERVICE TROUGH I I I ( )
STRUCTURAL BRACING. (BY DESIGN BUILDER) (LOCATION _ _ _ -�� I (LOCATION TO BE DETERMINED - (DAISY CHAINED)
UV EQUIPMENT LAYOUT PER UV EQUIPMENT PROVIDER. (TYPICAL) II FOR MOUNTING DETAIL SEE SHEET C-5, 8 DISCRETE LOW LEVEL SIGNAL* LOW LEVEL SENSOR LEVEL SENSOR
- — I MOUNT TO EXISTING HANDRAIL) 12 VDC - 2 CONDUCTORS CONTROL BOX (LVL)
9 DISCRETE WATER LEVEL SIGNAL LEVEL SENSOR PDC(s)
WEIR PLATE
1 I \ T/EL. 8.35 I I 2 CONDUCTORS CONTROL BOX (LVL) (UNDERSIDE OF PANEL)
10
T/BOX LEVEL SENSOR CONTROL BOX (LVL)DP LEVEL SENSOR
I \ EL. 10.76 POWER SUPPLY (BY DESIGN BUILDER)
CONTROL BOX (LVL)
1 120V 1 PHASE 2 WIRE + GROUND 72 VA (NOT SHOWN)
5 7 7
11 FLOW METER FLOW METER PANEL SCC
LOCAL DISCONNECTING 4 6 9 4-20 mA, DC ANALOG INPUT (NOT SHOWN)
MEANS AND(BY DESIGN BUILDER)
OVERCURRENT I I (BY DESIGN BUILDER)
\ / K I! PROTECTION DEVICE TYP OF 3 OUT 12 ETHERNET/IP COMMUNICATION SCC PLANT SCADA
TYP OF 3
UV BAN (BY DESIGN BUILDER) TYP OF 3 IN (BY OWNER)
(NOT SHOWN)
INTERCONNECT 13 ON-LINE UV TRANSMITTANCE ON-LINE UV SCC
CONTROLLER SIGNAL TRANSMITTANCE
D E TA I L PDC ON-LINE U VT DETAIL 4-20 mA CONTROLLER
SCALE: NOT TO SCALEI 14 ON-LINE UV TRANSMITTANCE CONTROLLER* DP (NOT SHOWN) ON-LINE UV
INTERCONNECT
NOTE: TYPICAL FOR ALL UV BANKS. D ETA L.— FLASH I V I X B O X PLAN POWER SUPPLY (BY DESIGN BUILDER) TRANSMITTANCE
TROUGH NOT SHOWN FOR CLARITY. SCALE:NOT TO SCALE SCALE: 3/8"=1'-0" 120V, 1 PHASE, 2 WIRE + GROUND, 0.2 kVA CONTROLLER
NEW CONCRETE APRON 15 ON-LINE UV TRANSMITTANCE SENSOR ON-LINE UV ON-LINE UV
(CCT -2 ONLY) 3' 4' 3' EXISTING CONCRETE APRON COMMUNICATION TRANSMITTANCE TRANSMITTANCE
MATCH EXISTING (SENSOR CABLE PROVIDED BY HACH) SENSOR CONTROLLER
FOR CHANNEL COVER AND GRATING * GROUND CONNECTION REQUIRED TO PLANT GRID (BY OTHERS).
MODIFY EXISTING SEE STRUCTURAL DRAWINGS TRIM AND SECURE EXISTING
HANDRAIL AS EQUIPMENT CANOPY NEW HANDRAIL HANPPAIL TO ACCOMMODATE
NECESSARY TO (SEE STRUCTURAL DRAWINGS) WITH P END NEW HANDRAIL
REMOVE EXISTING HANDWHEEL AND INSTALL NEW
ACCOMMODATE MOTOR ACTUATOR ON EXISTING GATE STEM.
CANOPY AND NEW CONCRETE STAIR*** INSTALLATION SHALL BE COMPLETE INCLUDING BUT NO
WALL HEIGHT EXTENT OF NEW REMOVABLE HANDRAIL** LIMITED TO: MACHINING OF THRUST NUT, MOUNTING
PLATE FOR EXISTING FLOOR ST
_.._._ _..._.. __............__. _...._......_____.__... ____ AND, EACH AND M 0 D I FY
___ _eO _, _,_ __,_ STEM ETC. AS NECESSARY TO RECEIVE ACTUATOR
+BANK 1 D � BANK le yBANK 1B BANK 1A �' (SEE NOTE 1 FOR ACTUATOR)
LEVEL CONTROL WEIR
OVERALL LENGTH
NEW HANDRAIL** �..P
OF 425.50»
:.�, 9.90
REQUIRED FLOW CONDITIONER
PLATE _
122 FLOW
REMOVABLE GRATING
... A (BY DESIGN BUILDER)
A
SCC
SIZE AND LOCATION
TO BE DETERMINED
(INTERFACE SIDE
POSITIONED AWAY FROM
THE SUN)
LEVEL SENSOR
CONTROL BOX
(LOCATION TO BE
DETERMINED)
LOWLEVEL
SENSOR IC
8 11
11 \
9 �
13 1001°
------------ z ------
HSC
2'-3" x 1'-10"
FOOTPRINT REQUIRED
FOUR (4) 1/2"0
ANCHORS REQUIRED
No es.
o
1. Actuator shall be: (AVMA
SA14.6-75A/AM01.1,48OV/3PH/60 HZ,
4GTLS-16, 0/C TORQUE SWITCHES, SIDE
MOUNTED HANDWHEEL, CAST IRON
HOUSING, THERMALLY PROTECTED MOTOR,
MATIC, REVERSING STARTER, POWER
II - SUPPLY, LOGIC BOARD, INTERFACE,
„ H/O/R, 0/S/C, 3 LIGHTS, DOUBLE SEAL,
NEMA 4/6, MACHINED THRUST NUT,
MOPDC 1 D PDC 1A 1C
UNTING PLATE FOR EXISTING
T T « FLOORSTAND. INTEGRAL LOCKABLE
00 UNFUSED DISCONNECT SWITCH, 3 -POLES)
SERVICE TROUGH POWER DISTRIBUTION
(BY DESIGN J CENTER (PDC) (TYPICAL)
BUILDER)
37'-9" OVERALL LENGTH OF CONCRETE
3'-4"* -T- CHANNEL REDUCTION BAFFLE (BY DESIGN BUILDER)
UV SYSTEM N O . 2 PARTIAL- PLAN VIEW
SCALE: 3/8"=1 '-0" B
Q447'
ja'' v
vMROW&OEED
ADVANCING WATER 243 NORTH FRONT ST
WILMINGTON, NORTH CAROLINA 28401
TELE: [phone]
FAX: [phone]
LICENSE: F-1222
Cape Fear
Public Utility Authority
Stewardship. Sustainablility. Service.
REV: DESCRIPTION DATE:
2. PROVIDE ACTUATOR WITH FIELD
CALIBRATION AND START UP SERVICES.
PUBLIC UTILITY AUTHORITY
SOUTHSIDE UV
DISINFECTION CONVERSION
CAPE FEAR PUBLIC UTILITY AUTHORITY
235 GOVERNMENT CENTER DRIVE
WILMINGTON, INC 28403
OFFICE: [phone]
Oe DATE:
AUG 2018
SCALE:
AS SHOWN
DRAWN BY:
JPV
CHECKED BY:
AWB
PROJECT NO.
7123-0002
SHEET NO:
C�3
1

EQUIPMENT CANOPY
SEE STRUCTURAL DRAWINGS FOR DETAILS
EQUIPMENT CANOPY ( )
(SEE STRUCTURAL DRAWINGS FOR DETAILS)
19'-10"CLEARANCE
REQUIRED FOR CLEANING
AND SERVICING CLEAR DISTANCE
UNDER CANOPY
-----7---- 7
z
Z��'
<_jv'
>
c��cW
0
Z
ui
TROJAN UVSIGNAT"" / / / / / / / / j Q oOr
^ of
24 LAMPS PER BANK / / / / w z
HANDRAIL NOT SHOWN (TYP) / / / / Of PDC
FOR CLARITY / / / / o
SEE PLAN ON SHEET o
C-3 FOR EXTENT BANK FRAME // // // / o o m
5 LO
cYQ
LEVEL CONTROL / / / / LLI FOR COVER/GRATING
WEIR ALUMINUM PLANK** // // // //� ALUMINUM ,,, J SUPPORT LAYOUT
REGULATED GRATING** Z AND DETAILS SEE NEW CONCRETE
UPSTREAM a STRUCTURAL
WL - 8.67'
XZ DRAWINGS (SEE STRUCTURAL DRAWINGS)
EL. =10.40' / / / / -i V)B C
jh EL.=9.90 REGULATED ///� UPSTREAM z
..........._ AAlIR�!
C�? PEAK FLOW m
/ °
° d WL=8.15,WL=8.71' zZ d
:.
MINIMUM • w v
EL.=7.69' REGULATED
EXISTING WL=7.69' /� , // Q FLOATING COVER
o SEE SHEET C-2
EFFLUENT PIPE o Z FOR EXTENT r g a
:
LOW / // / • m m � .... •.. :. 00
o
// • // // o o FLOW CONDITIONER v' . COMPACTED SAND FILL
d EL. x4.88' / / / • FLOW LLJ V) PLATE a
d' PROPOSED / • // / I o TROJANUVSIGNAT"" .•..:
:. a
v .7
CONCRETE / // / . w d
v d d BENCH // / 100
A
o
G ° .d d
4 e
EL
°• : ac
° ' a • A
d 2.40 v a• d d
a •
------------------
v
•. v v
d d
a d � .dd d vd ' 'd
d d d d.d• A4*'
V d d d d d . Q
d.d
a
°
d 2'-6"
d vd ,d. _
°. d. _7'-11j" TO CENTER OF
BANK A SUPPORT
2„ 5'-4" 2'-6" 3'-3" 5,_3„ 16,_6,
3'-4"* 33'
B SECTION
A SECTION - C3 C4 SCALE:3/8"=1'-0„
C3 C4 SCALE: 3/8"=1'-0" NOTE: PDC, HSC AND LOW LEVEL SENSOR NOT SHOWN FOR CLARITY
LAMP CABLE AND
SEE STRUCTURAL DRAWINGS
HYDRAULIC HOSE
FOR SUPPORT DETAILS
STAGING AREA FOR
AREA FOR HYDRAULIC WIPING
PLAN NOTES:
BANK TRANSLATION
AND TRANSLATING (0.8"0 EACH)
3" RECOMMENDED OR
(TOTAL OF FOUR (4) PER BANK) EL.=10.40'
AS PER LOCAL CODE
DO NOT SLOPE CHANNEL FLOOR.
CHANNEL WIDTH & DEPTH MUST BE KEPT WITHIN A TOLERANCE OF -/+1j".
jh EL. =10.40'
AREA FOR LAMP CABLES
a...
ANCHOR BOLTS ARE NOT SUPPLIED BY TROJAN TECHNOLOGIES,
(0.375"0 EACH) (TOTAL OF
SYSTEM CONDUIT, WIRING, DISTRIBUTION PANELS & INTERCONNECTIONS BY DESIGN BUILDER.
24 LAMP CABLES PER BANK)
a ° `
= .
ELECTRICAL REQUIREMENTS SHOWN ARE TO 'SUPPLY TROJAN UV EQUIPMENT ONLY.
°'
REMOVABLE GRATING SECTIONS SHALL BE EASILY REMOVED BY ONE PERSON.
SEE STRUCTURAL DRAWINGS
MAXIMUM WEIGHT OF THE SECTIONS SHALL ' BE IN ACCORDANCE WITH
A FOR SUPPORT DETAILS
14" MINIMUM
d°
REQUIREMENTS OF THE APPLICABLE JURISDICTION.
TROUGH WIDTH OR
CONTRACTOR TO REVIEW ALL TROJAN TECHNOLOGIES INSTALLATION
AS PER LOCAL CODE
INSTRUCTIONS PRIOR TO EQUIPMENT INSTALLATION.
A
D ET/AI L A
EFFLUENT LEVELS SHOWN REFLECT HYDRAULICS ASSOCIATED WITH TROJAN EQUIPMENT ONLY.
EFFLUENT LEVELS MAY BE ALTERED JUL TO CHANNEL DEBRIS OR GEOMETRY.
1 -4 SCALE: NOT TO SCALE SITE TO PROVIDE APPROVED (ENGINEERED) ANCHOR POINTS FOR PERSONNEL TO USE
NOTE: TROUGH WIDTH BASED ON AS PART OF THEIR FALL RESTRAINT SYSTEM AROUND OPEN CHANNELS. THE ANCHOR
NEC TABLE 392.22(A). POINTS MUST BE POSITIONED SO THAT THE PREFERRED RETRACTABLE LIFELINE OF 8
D ETA I L B ELECTRICAL ENGINEER TO DESIGN FEET IS OF SUFFICIENT LENGTH TO ACCESS THE WORK AT THE CHANNEL.
SCALE:NOT TO SCALE CABLE ROUTING TO ADHERE TO *DESIGN BUILDER TO VERIFY DIMENSION BEFORE FABRICATION.
LOCAL CODE
**SEE STRUCTURAL DRAWINGS FOR EXTENT/LOCATION OF ALUMINUM PLANK AND GRATING
ALONG WITH SUPPORT REQUIREMENT _ FFAR
REV: DESCRIPTION DATE:
vv
�ED4 Cape Fear
ADVANCING WATER 243 NORTH FRONT ST Public Utility Authority
WILMINGTON, NORTH CAROLINA 28401 Stewardship. Sustainablility. Service.
TELE: [phone]
FAX: [phone]
LICENSE: F-1222
CAPE FEAR PUBLIC UTILITY AUTHORITY
235 GOVERNMENT CENTER DRIVE
WILMINGTON, INC 28403
OFFICE: [phone]
DATE:
AUG 2018
SCALE:
AS SHOWN
DRAWN BY:
JPV
CHECKED BY:
AWB
PROJECT N0.
7123-0002
'ISHEET NO:
C-4

8„ 21-01,
3/8" NEOPRENE GASKET L
W+ 12" 2.50
-- W
FRP OR SST
SUNSHADE
18» BOLTS, SHOP WELDED TO PLATE,
COORDINATE SIZE AND LENGTH
WITH TRANSDUCER OR TRANSMITTER
MOUNTING REQUIREMENTS, TYP 4 PLACES
TYP PANEL
1/2"0 SST EXPANSION ANCHOR
AND BOLT, TYP 4 PLACES
3/16" 304 SST PLATE, TYP
SECTION STANCHION 1.5xD
OR WALL
MOUNT
COORDINATE HOLE LOCATIONS AND SIZES FRONT ELEVATION SECTION
WITH TRANSDUCER OR TRANSMITTER
MOUNTING, REQUIREMENTS NOTES
1 PANELS SHALL BE PROVIDED WITH SUNSHIELDS
2 SUNSHIELDS SHALL BE FRP, STYLE E AS MANUFACTURED BY O'BRI
o CORPORATION, OR EQUAL, OR FABRICATED FROM 10 GAUGE TYPE
304 STAINLESS STEEL. WHERE PRACTICAL, PANELS AND INSTRUME
18" SHALL BE MOUNTED IN A NORTH FACING DIRECTION.
o O 3 CONTRACTOR SHALL VERIFY PANEL SIZE BEFORE CONSTRUCTION 0
SUNSHIELDS AND MODIFY AS REQUIRED TO PROTECT PANELS FROM
THE EFFECTS OF SOLAR HEAT GAIN.
4 SUNSHIELDS SHALL BE SUITABLE FOR WALL OR STAND MOUNTING.
3/16" 304 SST PLATE
PLAN VIEW
ULTRASONIC LEVEL TRANSDUCER SUNSHIELD FOR OUTDOOR PANELS
WALL MOUNTING DETAIL DETAIL 1752001
REV:
A_0%ne v
C
gV C'.IZEED W=Cape Fear
ADVANCING WATER 243 NORTH FRONT ST Public Utility Authority
WILMINGTON, NORTH CAROLINA 28401 Stewardship. Sustainability. Service.
TELE: [phone]
FAX: [phone]
LICENSE: F-1222
NOTES:
1. WHEN NO CONCRETE IS AVAILABLE, POUR CLASS "B" CONCRETE SLAB,
CHANNEL, SEE 30"00"x18"D MINIMUM.
BASEPLATE PLAN 2. COAT ALUMINUM SURFACES IN CONTACT WITH CONCRETE IN ACCORDANCE
I's
NTS
F
6"
C14PANEL
WITH DIVISION 9 REQUIREMENTS.
`r
=
F-- / 6"
3. ALL BOLTS, NUTS, AND WASHERS SHALL BE TYPE 316 STAINLESS STEEL.
SECTION STANCHION 1.5xD
OR WALL
MOUNT
COORDINATE HOLE LOCATIONS AND SIZES FRONT ELEVATION SECTION
WITH TRANSDUCER OR TRANSMITTER
MOUNTING, REQUIREMENTS NOTES
1 PANELS SHALL BE PROVIDED WITH SUNSHIELDS
2 SUNSHIELDS SHALL BE FRP, STYLE E AS MANUFACTURED BY O'BRI
o CORPORATION, OR EQUAL, OR FABRICATED FROM 10 GAUGE TYPE
304 STAINLESS STEEL. WHERE PRACTICAL, PANELS AND INSTRUME
18" SHALL BE MOUNTED IN A NORTH FACING DIRECTION.
o O 3 CONTRACTOR SHALL VERIFY PANEL SIZE BEFORE CONSTRUCTION 0
SUNSHIELDS AND MODIFY AS REQUIRED TO PROTECT PANELS FROM
THE EFFECTS OF SOLAR HEAT GAIN.
4 SUNSHIELDS SHALL BE SUITABLE FOR WALL OR STAND MOUNTING.
3/16" 304 SST PLATE
PLAN VIEW
ULTRASONIC LEVEL TRANSDUCER SUNSHIELD FOR OUTDOOR PANELS
WALL MOUNTING DETAIL DETAIL 1752001
REV:
A_0%ne v
C
gV C'.IZEED W=Cape Fear
ADVANCING WATER 243 NORTH FRONT ST Public Utility Authority
WILMINGTON, NORTH CAROLINA 28401 Stewardship. Sustainability. Service.
TELE: [phone]
FAX: [phone]
LICENSE: F-1222
NOTES:
1. WHEN NO CONCRETE IS AVAILABLE, POUR CLASS "B" CONCRETE SLAB,
CHANNEL, SEE 30"00"x18"D MINIMUM.
BASEPLATE PLAN 2. COAT ALUMINUM SURFACES IN CONTACT WITH CONCRETE IN ACCORDANCE
I's
NTS
F
WITH DIVISION 9 REQUIREMENTS.
`r
ROUND CORNERS
3. ALL BOLTS, NUTS, AND WASHERS SHALL BE TYPE 316 STAINLESS STEEL.
F5.
1 /2" RADIUS, TYP
4. APPLETON FSC CAST ALUMINUM BOX WITH FSK -1 VS COVER, OR EQUAL.
REFER TO DETAIL 1752001 FOR SUNSHIELD DIMENSION REQUIREMENTS. IF
TRANSMITTER REQUIRES SIDE ACCESS, CUT 6"HOLE IN SUNSHIELD WHERE
®
SUNSHIELD FOR
NECESSARY TO PROVIDE ADEQUATE ACCESS.
OUTSIDE INSTALLATION
6. CONDUIT TYPE AND MATERIALS OF CONSTRUCTION FOR SUPPORTS AND
SEE NOTE 5
HARDWARE SHALL BE AS REQUIRED FOR THE AREA IN WHICH IT IS INSTALLED.
TRANSMITTER, FACING
WHERE SHOWN, MOUNT INSTRUMENT TRANSMITTER/SUNSHIELD AND ASSOCIATED
NORTH WHERE POSSIBLE 7or
HARDWARE TO HANDRAIL. EXTEND SUNSHIELD AS NECESSARY TO
SUPPORT/ATTACH SURGE PROTECTORS AND SWITCH. MOUNT SHIELD/INSTRUMENT
c
I
TO HANDRAIL USING A MINIMUM OF 2 VERTICAL SECTIONS OF SST UNISTRUT.
STRUT SHALL BE ATTACHED TO A MINIMUM OF 2 HANDRAILS AND SHALL EXTEND
N
1 /2" LIQUID -TIGHT
THE FULL HEIGHT OF THE SHADE. ELEVATION SHALL REMAIN A SHOWN HEREIN.
FLEXIBLE METALLIC IT
CONDO
ALL STRUT FASTENERS AND HARDWARE SHALL BE SST.
'
SEE NOTE 6
EL
120 VAC SURGE
11"
�
PROTECTOR
SIGNAL SURGE PROTECTOR
9/16" HOLES, TYP
O
00
3/4" CONDUIT STRAP, TYP
a
114
MOUNTED AS REQUIRED
SEE NOTE 6
AL CS 6x4.03
120 VAC
WELDED TO PLATE
O
O
DISCONNECT
SEE NOTE 4
3/4" RIGID CONDUIT
SEE NOTE 6
X
3/4" THICK-""Z"
HICK BASE PLATE PLAN
EN
ALUMINUM PLATE
1 /2" DIA. ADHESIVE ANCHOR
W/ MIN. 4" EMBED., TYP OF 4
"
3/4 1 -HOLE SCH 80
MIN. 3 1/2" TO EDGE OF CONC.
ALUMINUM (AL) ALUMINUM STRAP
BASEPLATE
CHANNEL WITH CLAMP BACK
SEE NOTE 2
GRADE OR FLOOR
SEE NOTE 1
:•
.•
:.
1/4'1 BOLT 3/4" RIGID
AND NUT CONDUIT
FRONT VIEW
SIDE VIEW
CONDUIT STRAP PLAN
DESCRIPTION DATE:
4 -WIRE TRANSMITTER
MOUNTING DETAIL
CARp,�N9,���
SS/
_= SEA =
5
PUBLIC UTILITY AUTHORITY
SOUTHSIDE UV
DISINFECTION CONVERSION
CAPE FEAR PUBLIC UTILITY AUTHORITY
235 GOVERNMENT CENTER DRIVE
WILMINGTON, NC 28403
OFFICE: [phone]
DATE:
AUG 2018
SCALE:
AS SHOWN
DRAWN BY:
JPV
CHECKED BY:
AWB
PROJECT NO.
7123-0002
SHEET NO:
C-5

TYPICAL DEVICE SYMBOLS
GENERAL ELECTRICAL SYMBOLS
TYPICAL ABBREVIATIONS
LIGHTING CONTROL SWITCH:
NOTE: ALL
ABBREVIATIONS MAY NOT BE UTILIZED FOR THIS PROJECT
4
A, AMP
AMPERE
CONTACT - NORMALLY CLOSED
AFD
ADJUSTABLE FREQUENCY DRIVE
DESIGNATES CONCEALED, EXPOSED, ETC. NUMBERS/TEXT
AFG
ABOVE FINISHED GRADE
CHARACTER "4" DENOTES SWITCH CONTROL
AIT
ANALYTICAL INDICATION TRANSMITTER
THE GENERAL NOTES STATED ON THIS DRAWING ARE APPLICABLE TO ALL ELECTRICAL DRAWINGS AND WORK UNDER
AHU
AIR HANDLING UNIT
AIC
AMPERE INTERRUPTING CAPACITY
,
AL
ALUMINUM
D - DIMMER CONTROL
ATS
AUTOMATIC TRANSFER SWITCH
OWNERS STANDARDS AND REQUIREMENTS.
BKR
BREAKER
4.
C
CONDUIT
CONCEALED CONDUIT IN FLOOR SLAB, UNDERGROUND, ETC.
CAB
CABINET
- - - - - -
CB
CIRCUIT BREAKER
LP -1
CCTV
CLOSED CIRCUIT TELEVISION
CKT
CIRCUIT
,�,
CLG
CEILING
DUPLEX RECEPTACLE.
CP
CONTROL PANEL
600V RATED ELECTRICAL EQUIPMENT SHALL HAVE AN AMPERE INTERRUPTING CAPACITY (AIC) EQUAL TO OR
CR
CONTROL RELAY, CORROSION RESISTANT
CS
CONTROL SWITCH
f Pr
CV
CONTROL VALVE
VOICE (PHONE) OUTLET.
CT
CURRENT TRANSFORMER
0
CU
COPPER
TEMPERATURE SWITCH
DETD
DUAL ELEMENT TIME DELAY
T SITE TELEPHONE
EF
EXHAUST FAN
WIRING DEVICE NOTES: IF SHOWN,
ELTU
ELECTRONIC TRIP UNIT
PROVIDE EQUIPMENT WHICH MEETS THE SPACE REQUIREMENTS.
EMER
EMERGENCY
EMT
ELECTRICAL METALLIC TUBING
ENCL
ENCLOSURE
OUTLETS. IF SHOWN, LOWER -RIGHT
EQUIP
EQUIPMENT
AL CONDUIT PREPARED WITH A RUBBER -BASED PRIMER COATING FOLLOWED BY WITH TWO SPIRAL, HALF -LAPPED
EWC
ELECTRIC WATER COOLER
EWH
ELECTRIC WATER HEATER
EPRF
EXPLOSION PROOF
POWER MONITOR
FA
FIRE ALARM
PM
FAAP
FIRE ALARM ANNUNCIATOR PANEL
PILOT LIGHT - LETTER INDICATES COLOR
FACP
FIRE ALARM CONTROL PANEL
O
FLA
FULL LOAD AMPS
FVNR
FULL VOLTAGE NON -REVERSING STARTER
AS
FLOUR
FLUORESCENT
MOTOR OVERLOAD RELAY' HEATERS
FMC
FLEXIBLE METALLIC CONDUIT
FWE
FURNISHED WITH EQUIPMENT
VOLTMETER SWITCH
GEN
GENERATOR
FS
G, GND
GROUND
MOTOR SPACE HEATER
GFIC
GROUND FAULT CIRCUIT INTERRUPTER
c - EXISTING SITE GROUND
HH
HANDHOLE
PRESSURE SWITCH
HID
HIGH INTENSITY DISCHARGE
CABLE -TRAY, BUS -DUCT, WIRE -WAY, TRENCH/FLOOR DUCT, RACEWAY, CONDUIT, ETC., THESE SHALL NOT BE
HOA
HAND -OFF -AUTO
HP
HORSE POWER
M 0/C
HPF
HIGH POWER FACTOR
JUNCTION BOX, SIZE PER NEC
HPS
HIGH PRESSURE SODIUM
INSTALLATION.
QUANTITY AND SIZING OF CONDUCTORS, CABLING, WIRING AND RESPECTIVE RACEWAYS DEPICTED ON THE CONTRACT
HTR
HEATER
-
HV
HIGH VOLTAGE
Hz
HERTZ
IMC
INTERMEDIATE METALLIC CONDUIT (GALVANIZED)
CONDUCTOR AND RACEWAY GROUPINGS IN COMPLIANCE WITH APPLICABLE CODES, STANDARDS AND SPECIFICATIONS
JB
JUNCTION BOX
k
THOUSAND
BOTTOM NUMBER DENOTES FRAME SIZE. RIGHT NUMBER
kCMIL
THOUSAND CIRCULAR MILLS
DISCONNECT SWITCH
kA
KILOVOLT AMPERE
RACEWAY ROUTINGS SHALL BE ORGANIZED AND GROUPED IN A PRACTICAL MANNER TO MINIMIZE CROSS -OVERS
kW
KILOWATTS
kWH
KILOWATT-HOURS
°)
LED
LIGHT -EMITTING DIODE
CLASS 1 /DIVISION 1/11
LFMC
LIQUIDTIGHT FLEXIBLE METAL CONDUIT
RACEWAYS SHALL BE INSTALLED CONCEALED UNLESS OTHERWISE NOTED OR SHOWN. THESE SHALL RUN PARALLEL
LFNC
LIQUIDTIGHT FLEXIBLE NONMETALLIC CONDUIT
LIT
LEVEL INDICATION TRANSMITTER
®
LP
LIGHTING PANEL, LIGHT POLE
11;:71 OF 3R
LTG
LIGHTING
° p
MCB
MAIN CIRCUIT BREAKER
GROUND ROD
MCC
MOTOR CONTROL CENTER
MCP
MOTOR CIRCUIT PROTECTOR
MDP
MAIN DISTRIBUTION PANEL
o� O
MFR
MANUFACTURER
MH
MANHOLE
042000
MLO
MAIN LUGS ONLY
❑ LOCATED AT FIELD DEVICE
MSB
MAIN SWITCHBOARD
RACEWAY AND WIRING FOR LIGHTING, RECEPTACLES AND BRANCH CIRCUITS ARE NOT TYPICALLY SHOWN ON THE
MTD
MOUNTED/MOUNTING
MTS
MANUAL TRANSFER SWITCH
MV
MEDIUM VOLTAGE
O MOUNTED ON DOOR
NEC
NATIONAL ELECTRIC CODE
PULL STRING.
N, NEU
NEUTRAL
20.
NA
NOT APPLICABLE
NC
NORMALLY CLOSE
W/MOUNTING RACK
NO
NORMALLY OPEN
° °
NIC
NOT IN CONTRACT
° °
NTS
NOT TO SCALE
SYMBOLS NOT SHOWN ON THIS DRAWING MAY
P
POLE
BE SHOWN ELSEWHERE
PA
PUBLIC ADDRESS
DEVICE MOUNTING HEIGHTS
PB
PULL BOX, PUSH-BUTTON
27 UNDER
PCP
PUMP CONTROL PANEL
TO DEVICE TOP UNLESS NOTED OTHERWISE.
PF
POWER FACTOR
RECEPTACLES (INTERIOR PROCESS AREAS) - 16" AFF
�, PH
PHASE
46 PHASE
PIT
PRESSURE INDICATION TRANSMITTER
48" AFF
PLC
PROGRAMMABLE LOGIC CONTROLLER
PHONE OUTLETS 16" AFF
PNL
PANEL
49 OVER TEMPERATURE ' 87 DIFFERENTIAL
PP
POWER PANEL, POWER POLE
MOUNTED EQUIPMENT SPANNING DISTANCES 48" AND GREATER IN LENGTH OR 36" AND GREATER IN DEPTH.
PT
POTENTIAL TRANSFORMER
51 TIMED
PWR
POWER
1® TIMED
REC
RECEPTACLE
NOTES:
RVSS
REDUCED VOLTAGE SOFT STARTER
REQ
REQUIRED
m
RM
ROOM
SYMBOLS NOT SHOWN ON THIS DRAWING MAY BE SHOWN
RMC
RIGID METAL CONDUIT (GALVANIZED)
o
RTU
REMOTE TELEMETRY UNIT
INCLUDE THE
SCADA
SUPERVISORY CONTROL AND DATA ACQUISITION
a
SH
SHEET
00
SPEC
SPECIFICATION
SS
SELECTOR SWITCH
s
SST
STAINLESS STEEL
STP
SHIELDED TWISTED PAIR
SW
SWITCH
3
SWBD
SWITCHBOARD
N
SWGR
SWITCH GEAR
o
TEL
TELEPHONE
M
T -M
THERMAL -MAGNETIC
n
TYP
TYPICAL
01
UG
UNDERGROUND
UH
UNIT HEATER
i
UON
UNLESS OTHERWISE NOTED
s
UTIL
UTILITY
i
UTP
UNSHIELDED TWISTED PAIR
V
VOLTS
m
VFD
VARIABLE FREQUENCY DRIVE
W
WIRE, WATT
WH
WATT-HOUR
o
WP
WEATHERPROOF
o
XFMR
TRANSFORMER
N
0
i
M
N
0
TYPICAL DEVICE SYMBOLS
GENERAL ELECTRICAL SYMBOLS
a
$
LIGHTING CONTROL SWITCH:
GENERAL ELECTRICAL SYMBOLS
4
UPPER -LEFT CHARACTER "a" DENOTES
CONDUIT' HOMERUN TO EQUIPMENT SHOWN. LINE TYPE
CONTACT - NORMALLY CLOSED
REFERENCE ALL SPECIFICATIONS AND CONTRACT DRAWINGS FOR ADDITIONAL REQUIREMENTS AND CONTRACT
SWITCH DESIGNATION. LOWER -RIGHT
DESIGNATES CONCEALED, EXPOSED, ETC. NUMBERS/TEXT
RESPONSIBILITIES PRIOR TO COMMENCING WORK.
CHARACTER "4" DENOTES SWITCH CONTROL
DESIGNATE HOMERUN EQUIPMENT (I.E. PANEL BOARD
CONTACT -NORMALLY OPEN
THE GENERAL NOTES STATED ON THIS DRAWING ARE APPLICABLE TO ALL ELECTRICAL DRAWINGS AND WORK UNDER
3 - THREE-WAY SWITCH CONTROL
CIRCUIT NUMBER).
CONTRACT UNLESS NOTED OTHERWISE.
4 - FOUR-WAY SWITCH CONTROL
,
THREE POSITION SELECTOR SWITCH
ALL ELECTRICAL WORK SHALL COMPLY WITH THE CURRENT NFPA, NEC, NESC AND LOCAL CODES INCLUDING
D - DIMMER CONTROL
CEILINGS,', EXPOSED ELSEWHERE UNLESS OTHERWISE NOTED
OWNERS STANDARDS AND REQUIREMENTS.
OS - OCCUPANCY SENSOR
°
4.
CONTRACTOR SHALL PLAN AND COORDINATE ELECTRICAL CONSTRUCTION WITH ALL CRAFT/TRADE TO ACHIEVE AN
M - MOTOR RATED SWITCH
CONCEALED CONDUIT IN FLOOR SLAB, UNDERGROUND, ETC.
PUSHBUTTON,N.O., MOMENTARY CONTACT
EFFICIENT AND EFFECTIVE ELECTRICAL INSTALLATION.
- - - - - -
0
5.
LP -1
(P5 -20R
SIMPLEX
SIMPLEX RECEPTACLE.
,�,
N.C., MOMENTARY CONTACT
REPRESENTATIVE.
DUPLEX RECEPTACLE.
CONDUIT TURNED UP
CONTROL POWER TRANSFORMER
600V RATED ELECTRICAL EQUIPMENT SHALL HAVE AN AMPERE INTERRUPTING CAPACITY (AIC) EQUAL TO OR
QUADRAPLEX RECEPTACLE.
E SITE ELECTRICAL
GREATER THAN 65kA.
f Pr
CURRENT .TRANSFORMER
V
VOICE (PHONE) OUTLET.
°�
LIMIT SWITCH
0
DATA OUTLET.
TEMPERATURE SWITCH
0
VOICE/DATA COMBINATION OUTLET.
T SITE TELEPHONE
8.
NEW ELECTRICAL EQUIPMENT SHALL FIT INTO EXISTING AVAILABLE SPACE. CONTRACTOR IS RESPONSIBLE TO
WIRING DEVICE NOTES: IF SHOWN,
Q
FLOAT SWITCH
PROVIDE EQUIPMENT WHICH MEETS THE SPACE REQUIREMENTS.
UPPER -LEFT CHARACTERS DENOTE
T EXISTING SITE TELEPHONE
PANEL BOARD CIRCUIT FOR POWER
PRESSURE SWITCH
TRANSITIONS THROUGH FINISHED GRADE AND CONCRETE SHALL BE PVC -COATED OR PVC -COATED AL CONDUIT OR
OUTLETS. IF SHOWN, LOWER -RIGHT
OHE OVERHEAD ELECTRICAL UTILITY
AL CONDUIT PREPARED WITH A RUBBER -BASED PRIMER COATING FOLLOWED BY WITH TWO SPIRAL, HALF -LAPPED
CHARACTERS DENOTE NEMA PLUG
LAYERS OF 10 -MIL POLYVINYL CHLORIDE BASED CORROSION PROTECTION TAPE EXTENDING 12 -INCHES ABOVE AND
AND/OR RECEPTACLE CONFIGURATION.
FLOW SWITCH
BELOW TRANSITION.
POWER MONITOR
OHT OVERHEAD TELEPHONE UTILITY
PM
PILOT LIGHT - LETTER INDICATES COLOR
EXPOSED CONDUIT SHALL BE AL CONDUIT, RGS, IMC AND EMT IS NOT ACCEPTABLE.
O
R -RED, G -GREEN, W -WHITE, A -AMBER, ETC.
OAMMETER
A
AS
AMMETER SWITCH
1xr
MOTOR OVERLOAD RELAY' HEATERS
OVOLTMETER
SOLENOID
VS
VOLTMETER SWITCH
G SITE GROUND
FS
FLOAT/FLOW SWITCH
a�\�
MOTOR SPACE HEATER
LS
LIMIT SWITCH
c - EXISTING SITE GROUND
PS
PRESSURE SWITCH
CONTROL RELAY
CABLE -TRAY, BUS -DUCT, WIRE -WAY, TRENCH/FLOOR DUCT, RACEWAY, CONDUIT, ETC., THESE SHALL NOT BE
THERMOSTAT
O
M 0/C
MOTOR OPERATED VALVE:
JB
JUNCTION BOX, SIZE PER NEC
DENOTES FUSE SIZE (NF=NON-FUSED). BOTTOM NUMBER
DENOTES FRAME SIZE. RIGHT NUMBER DENOTES NEMA
M - MODULATING
0/C OPEN/CLOSE
INSTALLATION.
QUANTITY AND SIZING OF CONDUCTORS, CABLING, WIRING AND RESPECTIVE RACEWAYS DEPICTED ON THE CONTRACT
ENCLOSURE RATING.
-
DRAWINGS ARE BASED UPON SELECTED STANDARD ELECTRICAL COMPONENTS OR EQUIPMENT WITH DIRECT ROUTED
ELECTRICAL EQUIPMENT CONNECTION
O
S .SOLENOID
VALVE
CONDUCTOR AND RACEWAY GROUPINGS IN COMPLIANCE WITH APPLICABLE CODES, STANDARDS AND SPECIFICATIONS
PULL OR JUNCTION BOX
ENCLOSED CIRCUIT BREAKER: TOP NUMBER DENOTES TRIP.
WITHOUT ADDITIONAL COST TO OWNER.
SIZE PER NEC REQUIREMENTS
BOTTOM NUMBER DENOTES FRAME SIZE. RIGHT NUMBER
DISCONNECT SWITCH
°131 /
LOAD BREAK
RACEWAY ROUTINGS SHALL BE ORGANIZED AND GROUPED IN A PRACTICAL MANNER TO MINIMIZE CROSS -OVERS
CB 3R
d
AND SADDLES. RACEWAY INSTALLATIONS SHALL BE ARRANGED TO ENTER EQUIPMENT FOR DIRECT CONDUCTOR
°)
CIRCUIT BREAKER
IP
CLASS 1 /DIVISION 1/11
15.
RACEWAYS SHALL BE INSTALLED CONCEALED UNLESS OTHERWISE NOTED OR SHOWN. THESE SHALL RUN PARALLEL
CONDUIT SEAL -OFF FITTING
COMBINATION MAGNETIC MOTOR STARTER OR MOTOR
o
CONTROL STATION
®
FUSE
0
11;:71 OF 3R
NUMBER DENOTES NEMA STARTER SIZE. TOP NUMBER
DENOTES FUSE SIZE OR MCP. BOTTOM NUMBER DENOTES
16.
° p
Qi
GROUND ROD
o�
STOP -START STATION
17.
° p
E110
DUCTBANK CALLOUT
o� O
LOCK -OUT -STOP SWITCH
VOLTAGE NON -REVERSING MOTOR STARTER. LEFT
INDICATED ON THE CONTRACT DRAWINGS.
042000
CONDUIT OR CABLE NUMBER
❑ LOCATED AT FIELD DEVICE
18.
RACEWAY AND WIRING FOR LIGHTING, RECEPTACLES AND BRANCH CIRCUITS ARE NOT TYPICALLY SHOWN ON THE
LOCATED AT MAIN CONTROL PANEL
REDUCED VOLTAGE SOLID-STATE MOTOR STARTER.
CONTRACT DRAWINGS BUT SHALL BE PROVIDED AS REQUIRED UNDER CONTRACT.
O LOCATED AT LOCAL CONTROL PANEL
19.
SPARE CONDUITS SHALL BE CAPPED OR PLUGGED WITH A PVC FITTING AND INCLUDE 200# TEST POLYPROPYLENE
O MOUNTED ON DOOR
PULL STRING.
[VFD]
VARIABLE FREQUENCY MOTOR CONTROLLER.
20.
00
INDUSTRIAL BATTERY SET
° °
W/MOUNTING RACK
NOTES:
21.
° °
ALL SYMBOLS MAY NOT BE UTILIZED FOR THIS PROJECT.
° °
JUNCTIONS SHALL BE MADE BELOW GRADE WITHOUT APPROVAL OF ENGINEER.
ADDITIONAL
SYMBOLS NOT SHOWN ON THIS DRAWING MAY
22.
CONTRACTOR SHALL PROVIDE ALL NECESSARY COMPONENTS REQUIRED FOR MAKING FINAL CONNECTIONS FOR ALL
EQUIPMENT INSTALLED OR MODIFIED UNDER CONTRACT.
BE SHOWN ELSEWHERE
ON THE ELECTRICAL DRAWINGS.
TYPICAL
DEVICE MOUNTING HEIGHTS
ANSI/IEEE DEVICE NUMBERS
GENERAL NOTE:
27 UNDER
VOLTAGE 59 OVER VOLTAGE
DIMENSIONS ARE
TO DEVICE TOP UNLESS NOTED OTHERWISE.
INSTALLED WITH ASSOCIATED HARDWARE AND FASTENERS FOR CONDUIT AND EQUIPMENT SUPPORTS.
RECEPTACLES (INTERIOR PROCESS AREAS) - 16" AFF
38 BEARING PROTECTION 74 ALARM RELAY
RECEPTACLES (EXTERIOR PROCESS AREAS) - 48" AFF
46 PHASE
UNBALANCE 81 FREQUENCY
LIGHT SWITCHES
48" AFF
CONTRACTOR SHALL PROVIDE ALL SUPPORTS AND FASTENING HARDWARE FOR SWITCHBOARDS, PANELBOARDS,
M
1 ^
PHONE OUTLETS 16" AFF
48 INCOMPLETE SEQUENCE 86 LOCK OUT
PHONE OUTLETS (WALL MOUNT) 64" AFF
49 OVER TEMPERATURE ' 87 DIFFERENTIAL
DATA OUTLETS
16" AFF
MOUNTED EQUIPMENT SPANNING DISTANCES 48" AND GREATER IN LENGTH OR 36" AND GREATER IN DEPTH.
O
EXIT LIGHTS (WALL MOUNT) 16" ABOVE DOOR
51 TIMED
OVERCURRENT'
EMERGENCY LIGHTS (WALL MOUNT) 96" AFF
1® TIMED
GROUND FAULT
NOTES:
�
v ' REV:
v & CMED
�4
2 3 NORTH FRONT ST
WILMINGTON, NORTH CAROLINA 28401 _Cape Fear
TELE. [phone] Public UtilityAuthority
FAX: [phone] y
LICENSE: F-1222 Stewardship. Sustainability. Service.
LIGHTING SYMBOLS
LIGHT FIXTURES (VARIOUS TYPES) - UPPERCASE
Al a CHARACTERS "Al" DENOTE FIXTURE TYPE, REFER TO
LP -1 LIGHTING SCHEDULE OR NOTES. NUMBER "LP -1" DENOTE
LIGHTING PANEL AND/OR CIRCUIT NUMBER. LOWERCASE
® 3 4 LETTER "a" DENOTES CONTROL SWITCH. DUAL SWITCHING
O INDICATED BY PAIRS OF LOWERCASE LETTERS. "NL"
0 DENOTES NIGHT LIGHT, CIRCUIT AHEAD OF CONTROL
SWITCHES.
EMERGENCY LIGHT - BATTERY EQUIPPED
U EMERGENCY LIGHT, CIRCUIT AHEAD OF
CONTROL SWITCHES. ADDITIONAL FIXTURE
HEADS! MAY BE SHOWN CONNECTED TO UNIT.
IF SHOWN, UPPERCASE LETTER DENOTES
FIXTURE TYPE, REFER TO LIGHTING
SCHEDULE OR NOTES. NUMBER DENOTES
LIGHTING PANEL CIRCUIT.
PTION I DATE:
ELECTRICAL GENERAL NOTES, SYMBOLS,]
LEGENDS AND ABBREVIATIONS
PUBLIC UTILITY AUTHORITY
SOUTHSIDE WWTP
UV DISINFECTION SYSTEM
CAPE FEAR PUBLIC UTILITY AUTHORITY
235 GOVERNMENT CENTER DRIVE
WILMINGTON, NC 28403
OFFICE: [phone]
DATE:
JUN 2018
SCALE:
N/A
DRAWN BY:
JAG
CHECKED BY -
AWB
PROJECT NO.
07123-0002
SHEET NO:
E1
GENERAL ELECTRICAL SYMBOLS
GENERAL ELECTRICAL NOTES
CONDUIT' HOMERUN TO EQUIPMENT SHOWN. LINE TYPE
1.
REFERENCE ALL SPECIFICATIONS AND CONTRACT DRAWINGS FOR ADDITIONAL REQUIREMENTS AND CONTRACT
DESIGNATES CONCEALED, EXPOSED, ETC. NUMBERS/TEXT
RESPONSIBILITIES PRIOR TO COMMENCING WORK.
DESIGNATE HOMERUN EQUIPMENT (I.E. PANEL BOARD
2.
THE GENERAL NOTES STATED ON THIS DRAWING ARE APPLICABLE TO ALL ELECTRICAL DRAWINGS AND WORK UNDER
LP -3
CIRCUIT NUMBER).
CONTRACT UNLESS NOTED OTHERWISE.
GENERAL! CONDUIT RUN CONCEALED IN FURRED WALLS AND
3.
ALL ELECTRICAL WORK SHALL COMPLY WITH THE CURRENT NFPA, NEC, NESC AND LOCAL CODES INCLUDING
CEILINGS,', EXPOSED ELSEWHERE UNLESS OTHERWISE NOTED
OWNERS STANDARDS AND REQUIREMENTS.
OR SPECIFIED.
4.
CONTRACTOR SHALL PLAN AND COORDINATE ELECTRICAL CONSTRUCTION WITH ALL CRAFT/TRADE TO ACHIEVE AN
- - - - - -
CONCEALED CONDUIT IN FLOOR SLAB, UNDERGROUND, ETC.
EFFICIENT AND EFFECTIVE ELECTRICAL INSTALLATION.
- - - - - -
EXISTING CABLE OR CONDUIT
5.
THE SCHEDULING AND DURATION OF ANY PROCESS OR FACILITY SHUTDOWN TO REMOVE AND/OR INSTALL
EQUIPMENT SHALL BE COORDINATED IN ADVANCE WITH FACILITY MANAGEMENT, ENGINEER, OWNER OR OWNER
CONDUIT TURNED DOWN
REPRESENTATIVE.
CONDUIT TURNED UP
6.
600V RATED ELECTRICAL EQUIPMENT SHALL HAVE AN AMPERE INTERRUPTING CAPACITY (AIC) EQUAL TO OR
E SITE ELECTRICAL
GREATER THAN 65kA.
7.
ELECTRICAL EQUIPMENT SHALL BE ARRANGED AND INSTALLED TO COMPLY WITH ALL CODE -REQUIRED,
—
E EXISTING SITE ELECTRICAL
MANUFACTURER -RECOMMENDED AND HEAT -DISSIPATION CLEARANCES. FINAL INSTALLATIONS SHALL COMPLY WITH
NEC ARTICLE 110 FOR ALL CLEARANCE REQUIREMENTS.
T SITE TELEPHONE
8.
NEW ELECTRICAL EQUIPMENT SHALL FIT INTO EXISTING AVAILABLE SPACE. CONTRACTOR IS RESPONSIBLE TO
PROVIDE EQUIPMENT WHICH MEETS THE SPACE REQUIREMENTS.
T EXISTING SITE TELEPHONE
9.
TRANSITIONS THROUGH FINISHED GRADE AND CONCRETE SHALL BE PVC -COATED OR PVC -COATED AL CONDUIT OR
OHE OVERHEAD ELECTRICAL UTILITY
AL CONDUIT PREPARED WITH A RUBBER -BASED PRIMER COATING FOLLOWED BY WITH TWO SPIRAL, HALF -LAPPED
LAYERS OF 10 -MIL POLYVINYL CHLORIDE BASED CORROSION PROTECTION TAPE EXTENDING 12 -INCHES ABOVE AND
BELOW TRANSITION.
OHT OVERHEAD TELEPHONE UTILITY
10.
EXPOSED CONDUIT SHALL BE AL CONDUIT, RGS, IMC AND EMT IS NOT ACCEPTABLE.
LIGE UNDERGROUND ELECTRICAL UTILITY
11.
ELECTRICAL DRAWINGS DEPICT MAJOR DUCTBANK, CABLE -TRAY, BUS -DUCT, WIRE -WAY, TRENCH/FLOOR DUCTS,
RACEWAY, CONDUIT, ETC., TO INCLUDE CABLE, CONDUCTOR AND WIRING IN SCHEMATIC AND/OR DIAGRAMMATIC
UGT UNDERGROUND TELEPHONE UTILITY
FORMATS. THE CONTRACTOR SHALL REFERENCE ALL EQUIPMENT SPECIFICATIONS AND MANUFACTURER INSTRUCTIONS
FOR ADDITIONAL INSTALLATION REQUIREMENTS.
G SITE GROUND
12.
RACEWAY INSTALLATION AND/OR ARRANGEMENT LAYOUTS ARE NOT TYPICALLY SHOWN ON THE CONTRACT
c - EXISTING SITE GROUND
DRAWINGS. CONTRACTOR SHALL DEVELOP LOGICAL GROUPINGS, ROUTING AND MARSHALLING OF DUCTBANK,
CABLE -TRAY, BUS -DUCT, WIRE -WAY, TRENCH/FLOOR DUCT, RACEWAY, CONDUIT, ETC., THESE SHALL NOT BE
ROUTED THROUGH OR INTERFERE WITH ANY STRUCTURAL ELEMENTS. CONTRACTOR SHALL SUBMIT THESE RACEWAY
OR FUSED DISCONNECT SWITCH: TOP NUMBER
INSTALLATION AND/OR ARRANGEMENT LAYOUTS PER THE SPECIFICATIONS FOR REVIEW BY ENGINEER PRIOR TO
nNON-FUSED
3R
DENOTES FUSE SIZE (NF=NON-FUSED). BOTTOM NUMBER
DENOTES FRAME SIZE. RIGHT NUMBER DENOTES NEMA
13.
INSTALLATION.
QUANTITY AND SIZING OF CONDUCTORS, CABLING, WIRING AND RESPECTIVE RACEWAYS DEPICTED ON THE CONTRACT
ENCLOSURE RATING.
DRAWINGS ARE BASED UPON SELECTED STANDARD ELECTRICAL COMPONENTS OR EQUIPMENT WITH DIRECT ROUTED
CONNECTIONS. CONTRACTOR MAY SUBMIT FOR REVIEW BY ENGINEER AND PRIOR TO INSTALLATION, LOGICAL
CONDUCTOR AND RACEWAY GROUPINGS IN COMPLIANCE WITH APPLICABLE CODES, STANDARDS AND SPECIFICATIONS
nA
ENCLOSED CIRCUIT BREAKER: TOP NUMBER DENOTES TRIP.
WITHOUT ADDITIONAL COST TO OWNER.
2
BOTTOM NUMBER DENOTES FRAME SIZE. RIGHT NUMBER
DENOTES NEMA ENCLOSURE RATING.
14.
RACEWAY ROUTINGS SHALL BE ORGANIZED AND GROUPED IN A PRACTICAL MANNER TO MINIMIZE CROSS -OVERS
CB 3R
AND SADDLES. RACEWAY INSTALLATIONS SHALL BE ARRANGED TO ENTER EQUIPMENT FOR DIRECT CONDUCTOR
TERMINATIONS
15.
RACEWAYS SHALL BE INSTALLED CONCEALED UNLESS OTHERWISE NOTED OR SHOWN. THESE SHALL RUN PARALLEL
COMBINATION MAGNETIC MOTOR STARTER OR MOTOR
TO LANDSCAPE AND STRUCTURAL FEATURES WHILE THE BENDS AND TURNS SHALL BE MADE BY MEANS OF LARGE
CIRCUIT PROTECTOR WITH DISCONNECT SWITCH: LEFT
RADII FITTINGS.
11;:71 OF 3R
NUMBER DENOTES NEMA STARTER SIZE. TOP NUMBER
DENOTES FUSE SIZE OR MCP. BOTTOM NUMBER DENOTES
16.
PROVIDE FLEXIBLE RACEWAY CONNECTIONS TO ALL EQUIPMENT SUBJECT TO MOVEMENT AND/OR VIBRATION.
/
FRAME SIZE. RIGHT NUMBER DENOTES NEMA ENCLOSURE.
CONTRACTOR SHALL MAKE RACEWAY CONNECTIONS COMPLETE AND IN ACCORDANCE WITH THE SPECIFICATIONS.
3
17.
CONTRACTOR SHALL PROVIDE ALL REQUIRED PULL BOXES, TERMINAL BOXES AND JUNCTION BOXES FOR
INSTALLATION OF THE WIRING IN ACCORDANCE WITH THE CONTRACT SPECIFICATIONS THOUGH BOXES MAY NOT BE
EdFULL
VOLTAGE NON -REVERSING MOTOR STARTER. LEFT
INDICATED ON THE CONTRACT DRAWINGS.
NUMBER DENOTES NEMA STARTER SIZE.
18.
RACEWAY AND WIRING FOR LIGHTING, RECEPTACLES AND BRANCH CIRCUITS ARE NOT TYPICALLY SHOWN ON THE
VS
REDUCED VOLTAGE SOLID-STATE MOTOR STARTER.
CONTRACT DRAWINGS BUT SHALL BE PROVIDED AS REQUIRED UNDER CONTRACT.
19.
SPARE CONDUITS SHALL BE CAPPED OR PLUGGED WITH A PVC FITTING AND INCLUDE 200# TEST POLYPROPYLENE
PULL STRING.
[VFD]
VARIABLE FREQUENCY MOTOR CONTROLLER.
20.
CONTRACTOR SHALL PROVIDE A CIRCUIT IDENTIFICATION LABEL AT EACH END OF EACH POWER, BRANCH, CONTROL
AND INSTRUMENTATION CIRCUIT CABLE ASSEMBLY, CONDUCTOR OR WIRE.
52
ANSI/IEEE TYPE -52 AC POWER CIRCUIT BREAKER
21.
NO SPLICES TO POWER CONDUCTORS AND/OR CABLING SHALL BE MADE WITHOUT ENGINEER APPROVAL. NO
JUNCTIONS SHALL BE MADE BELOW GRADE WITHOUT APPROVAL OF ENGINEER.
VACUUM STARTER
22.
CONTRACTOR SHALL PROVIDE ALL NECESSARY COMPONENTS REQUIRED FOR MAKING FINAL CONNECTIONS FOR ALL
EQUIPMENT INSTALLED OR MODIFIED UNDER CONTRACT.
HP
MOTOR (HP=RATED HORSEPOWER)
23.
STRUT -CHANNEL SHALL NOT BE BENT, DRILLED, CUT OR OTHERWISE MODIFIED TO PRODUCE FITTINGS, BRACES OR
BRACKETS FOR CONDUIT AND EQUIPMENT SUPPORTS.
24.
MANUFACTURED STRUT -CHANNEL BRACES, BRACKETS, FITTINGS OR POST BASES SHALL BE PROVIDED AND
M
INSTALLED WITH ASSOCIATED HARDWARE AND FASTENERS FOR CONDUIT AND EQUIPMENT SUPPORTS.
AC MOTOR (THREE PHASE)
3 N
25.
CONTRACTOR SHALL PROVIDE ALL SUPPORTS AND FASTENING HARDWARE FOR SWITCHBOARDS, PANELBOARDS,
M
1 ^
AC MOTOR'; (SINGLE PHASE)
26.
TRANSFORMERS, CONTROL PANELS, ETC., AS REQUIRED IN THE SPECIFICATIONS.
CONTRACTOR SHALL PROVIDE AND INSTALL CONCRETE EMBEDDED LEVELING CHANNEL SUPPORTS FOR FLOOR
MOUNTED EQUIPMENT SPANNING DISTANCES 48" AND GREATER IN LENGTH OR 36" AND GREATER IN DEPTH.
O
DC MOTOR
27.
STRUCTURAL MEMBERS SHALL NOT BE DRILLED, CUT, WELDED TO, OR OTHERWISE MODIFIED WITHOUT PRIOR
APPROVAL OF THE ENGINEER OF RECORD.
NOTES:
ALL SYMBOLS
MAY NOT BE UTILIZED FOR THIS PROJECT.
ADDITIONAL
SYMBOLS NOT SHOWN ON THIS DRAWING MAY BE SHOWN
ELSEWHERE ON THE ELECTRICAL DRAWINGS. IF REQUIRED, IEC RATINGS WILL
INCLUDE THE
"IEC" AND "IP" PREFIX.
LIGHTING SYMBOLS
LIGHT FIXTURES (VARIOUS TYPES) - UPPERCASE
Al a CHARACTERS "Al" DENOTE FIXTURE TYPE, REFER TO
LP -1 LIGHTING SCHEDULE OR NOTES. NUMBER "LP -1" DENOTE
LIGHTING PANEL AND/OR CIRCUIT NUMBER. LOWERCASE
® 3 4 LETTER "a" DENOTES CONTROL SWITCH. DUAL SWITCHING
O INDICATED BY PAIRS OF LOWERCASE LETTERS. "NL"
0 DENOTES NIGHT LIGHT, CIRCUIT AHEAD OF CONTROL
SWITCHES.
EMERGENCY LIGHT - BATTERY EQUIPPED
U EMERGENCY LIGHT, CIRCUIT AHEAD OF
CONTROL SWITCHES. ADDITIONAL FIXTURE
HEADS! MAY BE SHOWN CONNECTED TO UNIT.
IF SHOWN, UPPERCASE LETTER DENOTES
FIXTURE TYPE, REFER TO LIGHTING
SCHEDULE OR NOTES. NUMBER DENOTES
LIGHTING PANEL CIRCUIT.
PTION I DATE:
ELECTRICAL GENERAL NOTES, SYMBOLS,]
LEGENDS AND ABBREVIATIONS
PUBLIC UTILITY AUTHORITY
SOUTHSIDE WWTP
UV DISINFECTION SYSTEM
CAPE FEAR PUBLIC UTILITY AUTHORITY
235 GOVERNMENT CENTER DRIVE
WILMINGTON, NC 28403
OFFICE: [phone]
DATE:
JUN 2018
SCALE:
N/A
DRAWN BY:
JAG
CHECKED BY -
AWB
PROJECT NO.
07123-0002
SHEET NO:
E1

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EXISTING SINGLE -LINE DIAGRAM JUN 2018
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CAPE FEAR CHECKED BY:
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DESCRIPTION DATE:
07123-0002
UV DISINFECTION SYSTEM
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J
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243 NORTH FRONT ST
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TELE: [phone]
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LICENSE: F-1222 Stewardship. Sustainability. Service.
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OFFICE: [phone]
07123-0002
SHEET NO:
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UV DISINFECTION SYSTEM .
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235 GOVERNMENT CENTER DRIVE
WILMINGTON, NC 28403
OFFICE: [phone]
07123-0002
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JUN 2018
SCALE:
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CAPE FEAR CHECKED BY -
REV: I DESCRIPTION I DATE:
CAROtt 34f i1(r+J'`
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041530 -
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PUBLIC UTILITY AUTHORITY AWB
SO UTH S I D E WWTP PROJECT NO. :
-UV DISINFECTION SYSTEM
CAPE FEAR PUBLIC UTILITY AUTHORITY
235 GOVERNMENT CENTER DRIVE
WILMINGTON, NC 28403
OFFICE: [phone]
0/123-0002
SHEET NO:
E6

EXISTING AERATION BLOWER BUILDING GENERAL NOTES :
APPROXIMATE LOCATION OF NEW 800A 1. REFERENCE SHEET E1 FOR ELECTRICAL NOTES, ABBREVIATIONS AND SYMBOLS.
I ! I MLO PANELBOARD P3 2. EXPOSED CONDUIT SHALL BE AL CONDUIT UNLESS OTHERWISE NOTED ON PLANS;
RGS, IMC AND EMT IS NOT ACCEPTABLE.
i \--� I - 3. RACEWAY TRANSITIONS THROUGH CONCRETE AND FINISHED GRADE SHALL BE
PVC -COATED AL CONDUIT.
4. ALL FEEDER CONDUCTORS AND CABLING FOR POWER CIRCUITS RATED 100A AND
j z
U' ❑ GREATER SHALL BE STRANDED COPPER 600V XHHW-2.
5. ALL CONDUCTORS AND WIRES FOR CONTROL CIRCUITS SHALL BE STRANDED COPPER
THHN
300V THWN.
I W APPROXIMATE LOCATION OF EXISTING /
PLC/RTU CABINET
1A 16
\\ i'
KEYNOTES:
! UGE
PROVIDE AND INSTALL NEW NEMA-4X/SS PULL -BOX MOUNTED TO EXTERIOR
v� OF BUILDING WITH STAINLESS STEEL STRUT -CHANNEL AND FASTENERS FOR
POWER AND CONTROL CIRCUITRY GREATER THAN 90V, PULL -BOX SHALL BE
n SIZED PER NEC ARTICLE 314 IN ACCORDANCE WITH THE NUMBER AND SIZE OF
RACEWAY ENTRIES AND CONDUCTORS INSTALLED
PULL-BOX(ES): COOPER P/N SERIES 202010-4XS OR EQUAL
STRUT -CHANNEL: B -LINE P/N B22SH-SS4 OR EQUAL
___---------- -------__---- _____--- ----____---__—_._-_ ---- ----___ i \\- ........... ---_ - 1B PROVIDE AND INSTALL NEW NEMA-4X/SS PULL -BOX MOUNTED TO EXTERIOR
V
/' / OF BUILDING WITH STAINLESS STEEL STRUT -CHANNEL AND FASTENERS FOR
CONTROL CIRCUITRY LESS THAN 90V TO INCLUDE FIBER OPTIC CABLING;
I, PULL -BOX SHALL BE SIZED IN ACCORDANCE WITH MINIMUM BENDING RADII OF
THE FIBER OPTIC CABLE(S) INSTALLED
PULL-BOX(ES): COOPER P/N SERIES 202010-4XS OR EQUAL
STRUT -CHANNEL: B -LINE P/N B22SH-SS4 OR EQUAL
PROVIDE AND INSTALL REQUIRED RACEWAYS EXPOSED WORK TO MATCH
f / EXISTING MATERIALS TO INCLUDE SUPPORTS AND HARDWARE
Ln
Fn
nPROVIDE AND INSTALL CONCRETE ENCASED DUCTBANK, TYPICAL ALL YARD
3A ROUTINGS
SD f
— '_ SS SS
�.�S SS \° �— SD S°
__.._ f SS / ss n 3B PROVIDE AND INSTALL CONCRETE REINFORCED DUCTBANK DESIGNED TO MEET
S -- SS �.. SS SS — — S n
J / AASHTO H-20 LOADING REQUIREMENTS UNDER ALL ROADWAYS EXTENDING
SS
\_/ \ ss ss 2 -FEET MINIMUM FROM EDGE OF PAVEMENT
--
SD s sn s©
DB100 —
D6110 N 4A PROVIDE AND INSTALL NEW NEMA-4X/SS PULL -BOX MOUNTED TO EXTERIOR
o ' OF CHLORINE CONTACT BASIN WITH STAINLESS STEEL STRUT -CHANNEL AND
- - - ------- - ----FASTENERS FOR POWER AND CONTROL CIRCUITRY GREATER THAN 90V,
PULL -BOX SHALL BE SIZED PER NEC ARTICLE 314 IN ACCORDANCE WITH THE
NUMBER AND SIZE OF RACEWAY ENTRIES AND CONDUCTORS INSTALLED
PULL -BOX ES : COOPER P N SS
AL
1
N STRUT -CHANNEL (ORIZO TALE BIE LINE2P/N B22SHRSS4UOR EQUAL
STRUT -CHANNEL (VERTICAL): B -LINE P/N B24ASH-SS4 OR EQUAL
n
o N O PROVIDE AND INSTALL NEW NEMA-4X/SS PULL -BOX MOUNTED TO EXTERIOR
\\ OF CHLORINE CONTACT BASIN WITH STAINLESS STEEL STRUT -CHANNEL AND
FASTENERS FOR CONTROL CIRCUITRY LESS THAN 90V TO INCLUDE FIBER OPTIC
CABLING; PULL -BOX SHALL BE SIZED IN ACCORDANCE WITH MINIMUM BENDING
RADII OF THE FIBER OPTIC CABLE(S) INSTALLED
PULL-BOX(ES): COOPER P/N SERIES 202010-4XS OR EQUAL
STRUT -CHANNEL (HORIZONTAL): B -LINE P/N B22SH-SS4 OR EQUAL
_ _ }! I I 1A 1B
4A 4B { \ ' \ 4A 4B
I
D131 30
UGE UGE
1
DUCTBANK CALL --OUT INFORMATION
DB100 D6120
DUCTBANK WITH THE FOLLOWING RACEWAYS AND CONDUCTORS. Q DUCTBANK WITH THE FOLLOWING RACEWAYS AND CONDUCTORS.
2[3#1 #6G 1-1/4"C] 480V POWER 2[3#1 #6G 1-1/4"C] 480V POWER
3[3#8 #10G 1-C] 480V POWER 3[3#8 #10G 1"C] 480V POWER
1[6#10 #10G 3/4"C] 480V POWER 1[3#10 #10G 3/4"C] 480V POWER
1[3#10 #10G 3/4"C] 480V POWER 1[4#12 #12G 3/4"C 120V POWER
1[12C 62.5UM FO MM CABLE 2"C] FIBER OPTIC 2[10#14 #12G 3/4"C] 120V CONTROLS
2[2C#18 F/FTP #12G 3/4"C] 24V ANALOGUE
D8i 10 DUCTBANK WITH THE FOLLOWING RACEWAYS AND CONDUCTORS: 1[12C 62.5UM FO MM CABLE 2"C] FIBER OPTIC
1[6#10 #10G 3/4"C] 480V POWER
1 [4 12 12G 3 1A "1- 120X/ POWER
it
2[10#14##12G 3/4"C] 120X/ CONTROLS DB130 DUCTBANK WITH THE FOLLOWING RACEWAYS AND CONDUCTORS:
1[3#1 #6G 1-1 /4"C] 480X/ POWER
2[2C#18 F/FTP #12G 3/4"C] 24X/ ANALOGUE '
1[3#8 #10G 1-C] 480V POWER
1[3#10 #10G 3/4"C] 480V POWER
1[4#12 #12G 3/4"C 120V POWER
2[10#14 #12G 3/4"C] 120V CONTROLS
2[2C#18 F/FTP #12G 3/4"C] 24V ANALOGUE
ELECTRICAL RICAL SITE PLAN 1[12C 62.5UM FO MM CABLE 2"C] FIBER OPTIC
SCALE: 1/16" = 1, _ C„
REV:
ek�URCM&CMED
0 10' 20' 30' 40' 243 NORTH FRONT ST
WILMINGTON, NORTH CAROLINA 28401 INNICapeC Fear
1/16" = 1'-0" TELE: [phone]
FAX: [phone] Public Utility Authority
LICENSE: F-1222 Stewardship. Sustainability. Service.
n
0
n
0
n
V)
n
STRUT -CHANNEL (VERTICAL): B -LINE P/N B24ASH-SS4 OR EQUAL
CIS, MAJOR EQUIPMENT DESCRIPTION /IDENTIFIERS:
1A UV DISINFECTION EQUIPMENT TRAIN No.1 'UV -1A'
- 1B UV DISINFECTION EQUIPMENT TRAIN No.2 'UV -2A'
DATE:
ELECTRICAL SITE PLAN JUN 2018
SCALE:
N/A
DRAWN BY:
A JAG
CAPE FEAR CHECKED 8Y
iCRIPTION DATE:
yyy�yyrrrr,rJJ'
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041330 -
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PUBLIC UTILITY AUTHORITY AWB
S O U T H S I D E W WT P PROJECT NO.
07123-0002
_UV DISINFECTION SYSTEM
CAPE FEAR PUBLIC UTILITY AUTHORITY
235 GOVERNMENT CENTER DRIVE
WILMINGTON, NC 28403
OFFICE: [phone]
SHEET NO:
E7

ELECTRICAL INSTALLATION NOTES: DA
1. ELECTRICAL EQUIPMENT AND ENCLOSURES ARE SHOWN APPROXIMATE TO INCLUDE RECOMMENDED ----
LOCATIONS. CONTRACTOR SHALL REFERENCE ALL CONTRACT DOCUMENTS, APPROVED EQUIPMENT TO LP-100/CKT-2 �-- \
SUBMITTALS AND MANUFACTURER INSTALLATION INSTRUCTIONS PRIOR TO COMMENCING INSTALLATION. TO SCC f
2. RACEWAY ROUTINGS ARE NOT SHOWN; CONTRACTOR SHALL INSTALL RACEWAYS AS REQUIRED PER THE 4A \\
CONTRACT SCOPE OF WORK. \'
3. EXPOSED RACEWAYS SHALL BE ARRANGED IN A NEAT MANNER UTILIZING CONCENTRIC BENDS WITH
COMMON SUPPORTS AND HANGERS IN LOGICAL GROUPINGS. TO SCC �---
3.1. MULTIPLE SINGULAR RACEWAYS AND SUPPORTS ARE NOT ACCEPTABLE. - --- - ---------- -
4. CONTRACTOR SHALL REFERENCE ALL CONTRACT DRAWINGS AND DOCUMENTS, APPROVED EQUIPMENT
SUBMITTALS AND MANUFACTURER'S INSTALLATION INSTRUCTIONS PRIOR TO INSTALLING RACEWAYS INTO
CONCRETE FORM WORK AND REBAR PLACEMENT. 7A '
O
4)1
LP-100/CK-81
WP/GFCI IT
I
I
� I
TO DIS -PDC -IA -1C / I
TO SCC , 2B I
il
------. --1'.
• oliw*ww**wi
-----------
I
2F I
TO DIS -HSC -1 , I
/ I
I
I
TO P3 2C
TO P3 2E
TO P3 2G
TO LP-100/CKT-1
3A
49114
LP-100/CKT-6
WP/GFCI
L1 10A
O
—► TO LP- 100/CKT-4
--► TO SCC
- GENERAL NOTES:
--► TO P3
II / 76 1. REFERENCE SHEET E1 FOR ELECTRICAL NOTES, ABBREVIATIONS AND SYMBOLS.
' -► TO P3 2. EXPOSED CONDUIT SHALL BE AL CONDUIT, RGS, IMC AND EMT IS NOT ACCEPTABLE
I / 3. ALL FEEDER CONDUCTORS AND CABLING FOR POWER CIRCUITS RATED 100A AND
6B GREATER SHALL BE STRANDED COPPER 600V XHHW-2.
--► TO SCC 4. ALL CONDUCTORS AND WIRES FOR CONTROL CIRCUITS SHALL BE STRANDED COPPER
vREV:
v & CREED
12„ 0 5' 10' 15' 243 NORTH FRONT ST
y WILMINGTON, NORTH CAROLINA 28401 Cape Fear
3/16 = 1'-0" TELE: [phone]
FAX: [phone] Public Utility Authority
LICENSE: F-1222 Stewardship. Sustainability. Service.
---am-TO P -JB -1000
300V THHN/THWN.
KEYNOTES:
/ `i► TO A/D-JB-1000
MAJOR EQUIPMENT
DESCRIPTION.ADENTIFIERS:
1A
INDUSTRIAL GRADE 125V/20A GFIC OUTLET WITH LED POWER INDICATOR:
1A
UV DISINFECTION EQUIPMENT TRAIN No.1 'UV -1A'
O
UV DISINFECTION
EQUIPMENT TRAIN No.2 'UV -2A'
3A
UV SYSTEM CONTROL CENTER 'SCC'
1B
UV POWER
DISTRIBUTION ''
CABINET TRAIN No.1 PDC-1A-1C
2B
O
UV POWER
DISTRIBUTION CABINET
''
TRAIN No.1 'PDC -1A -1C'
4A
O
ON-LINE UV TRANSMITTANCE CONTROLLER 'RTO / RE -3000'
1C
UV POWER
DISTRIBUTION CABINET DISCONNECT 'DIS -PDC -1A -1C'
UV POWER
DISTRIBUTION CABINET
DISCONNECT 'DIS -PDC -1A -1C'
SA
INFLUENT FLASH MIX FLOW TRANSMITTER 'FIT -3000'
1D
UV POWER
DISTRIBUTION CABINET TRAIN No.1 'PDC -1D'
2D
UV POWER
DISTRIBUTION CABINET
TRAIN No.1 'PDC -1D'
6A
MOTOR OPERATED VALVE TRAIN No.1 'MOV -1000'
1E
UV POWER
DISTRIBUTION CABINET DISCONNECT 'DIS -PDC -1D'
2E
UV POWER
DISTRIBUTION CABINET
DISCONNECT 'DIS -PDC -1D'
66
MOTOR OPERATED VALVE DISCONNECT 'DIS -MOV -1000'
1F
HYDRAULIC
SYSTEM CENTER TRAIN No.1 'HSC -1'
2F
HYDRAULIC
SYSTEM CENTER TRAIN
No.1 'HSC -1'
7A
MOTOR OPERATED VALVE TRAIN No.1 'MOV -1000'
1G
HYDRAULIC
SYSTEM CENTER DISCONNECT 'DIS -HSC -1'
2G
HYDRAULIC
SYSTEM CENTER DISCONNECT
'DIS -HSC -1'
7B
MOTOR OPERATED VALVE DISCONNECT 'DIS -MOV -1000'
1H
UV LAMP ASSEMBLIES TRAIN No.1
IS
UV LAMP ASSEMBLIES TRAIN No.1
O
UNIT POWER SUBSTATION 'LP -100'
ELECTRICAL
POWER PLAN
(W$P/GFCI
SCALE:
3/16" =
1' — 0»
01
vREV:
v & CREED
12„ 0 5' 10' 15' 243 NORTH FRONT ST
y WILMINGTON, NORTH CAROLINA 28401 Cape Fear
3/16 = 1'-0" TELE: [phone]
FAX: [phone] Public Utility Authority
LICENSE: F-1222 Stewardship. Sustainability. Service.
DATE:
JUN 2018
SCALE:
N/A
DRAWN BY:
JAG
CAPE FEAR CHECKED AY*
DESCRIPTION DATE:
lt�llrrltrr,Jrr
Ss�'•
SE
041530
'17- s n t' w
rl rJ!l1 Filo ilii
PUBLIC UTILITY AUTHORITY AWB
S O U T H S I D E W WT P PROJECT NO.:
07123-0002
UV DISINFECTION SYSTEM
CAPE FEAR PUBLIC UTILITY AUTHORITY
235 GOVERNMENT CENTER DRIVE
WILMINGTON, NC 28403
OFFICE: [phone]
SHEET NO:
E8
300V THHN/THWN.
KEYNOTES:
1A
INDUSTRIAL GRADE 125V/20A GFIC OUTLET WITH LED POWER INDICATOR:
PASS & SEYMOUR P/N 2095TRWRNAI OR APPROVED EQUAL
WEATHER -RESISTANT DIE-CAST IN -USE COVER:
MULBERRY P/N 30936 OR APPROVED EQUAL
II
(TYPICAL ALL EXTERIOR OUTLET ASSEMBLIES)
jLP-100/CKT-6
(W$P/GFCI
r
f
1A
I
I
I /
•�
�`
-01 TO DIS -PDC -1A -1C
1B
TO SCC
I
�
i
1H
--► TO DIS -PDC -1D
TO SCC
I
I 1F
I
I
I
/
i
TO DIS -HSC -1
1 C
TO P3
1E
/
-- - TO P3
1G
TO P3
—
TO P3
TO P -PB -1000
I 0
LP-loo/CKT-8
LJ
LJ
1
;Ip-_
WP/GFCI
- -
96 9A
P. TO P3
---► TO P -JB -2000
RECEPTACLE INSTALLATION NOTES:
-► TO PLC/RTU CABINET
1. THREE-PHASE, MULTI -CIRCUIT RECEPTACLE BRANCH CIRCUITS SHALL NOT
—
/ --
---► TO A/D-PB-2000
SHARE NEUTRAL CONDUCTOR.
2. CONTRACTOR SHALL INSTALL SEPARATE NEUTRAL CONDUCTOR FOR EACH
BRANCH PHASE CIRCUIT CONDUCTOR.
9A
POWER PULL -BOX 'P -PB -1000'
3. CONTRACTOR SHALL TEST SEPARATE NEUTRAL CONDUCTORS PRIOR TO
CONNECTIONS.
9B
SIGNAL PULL BOX 'A/D-JB-1000'
4. ALL NEUTRAL AND BRANCH PHASE CIRCUIT CONDUCTORS SHALL BE LABELED
IN ACCORDANCE WITH THE PANEL CIRCUIT NUMBER IN EVERY JUNCTION, PULL
10A
POWER PULL' -BOX 'P -PB -2000'
AND DEVICE BOX.
10B
SIGNAL PULLBOX 'A/D-JB-2000'
DATE:
JUN 2018
SCALE:
N/A
DRAWN BY:
JAG
CAPE FEAR CHECKED AY*
DESCRIPTION DATE:
lt�llrrltrr,Jrr
Ss�'•
SE
041530
'17- s n t' w
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PUBLIC UTILITY AUTHORITY AWB
S O U T H S I D E W WT P PROJECT NO.:
07123-0002
UV DISINFECTION SYSTEM
CAPE FEAR PUBLIC UTILITY AUTHORITY
235 GOVERNMENT CENTER DRIVE
WILMINGTON, NC 28403
OFFICE: [phone]
SHEET NO:
E8

G—
G G G G G G G
#4/OAWG BARE CU
(BURIED 18—INCH MIN. BELOW FINISHED GRADE)
G G G -
G
,A 3A 3B GENERAL NOTES:
1. REFERENCE SHEET E1 FOR ELECTRICAL NOTES, ABBREVIATIONS AND SYMBOLS.
2. EXPOSED CONDUIT SHALL BE AL CONDUIT; RGS, IMC AND EMT IS NOT ACCEPTABLE
3. ALL FEEDER CONDUCTORS AND CABLING FOR POWER CIRCUITS RATED 100A AND
GREATER SHALL BE STRANDED COPPER 600V XHHW-2.
G G G G • 4 ALL CONDUCTORS AND WIRES FOR CONTROL CIRCUITS SHALL BE STRANDED COPD
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ELECTRICAL GROUNDING PLAN
SCALE: 3/1611 = 11 _ 0»
v &OEED
12" 0 5' 10' 15' 243 NORTH FRONT ST
— WILMINGTON, NORTH CAROLINA 28401 `Cape Fear
3/16 — 1'-0" TELE. [phone] PUbIIC UtilityAuthor
FAX: [phone] Authority
LICENSE: F-1222 Stewardship. Sustainability. Service.
0
0
0
0
0 0
0
0 0
A
0
0
ER
3A 3B
ELECTRICAL GROUNDING PLAN
SCALE: 3/1611 = 11 _ 0»
v &OEED
12" 0 5' 10' 15' 243 NORTH FRONT ST
— WILMINGTON, NORTH CAROLINA 28401 `Cape Fear
3/16 — 1'-0" TELE. [phone] PUbIIC UtilityAuthor
FAX: [phone] Authority
LICENSE: F-1222 Stewardship. Sustainability. Service.
0
0
0
0
0 0
0
0 0
A
0
0
300V THHN/THWN.
GROUNDING KEYNOTES:
1A PERIMETER GROUNDING RING SHOWN APPROXIMATE, CONTRACTOR SHALL ROUTE AS
REQUIRED TO AVOID UNDERGROUND MECHANICAL PIPING AND STRUCTURAL
FEATURES
® NOT USED THIS SHEET
O2B BOND ELECTRICAL EQUIPMENT WITH BARE #2AWG TINNED CU WIRE USING
MECHANICAL LUG CONNECTIONS USING STAINLESS—STEEL ANTI—VIBRATION
FASTENERS
OBOND STRUCTURAL FRAME MEMBERS WITH BARE #2AWG TINNED CU WIRE USING
2C MECHANICAL LUG CONNECTIONS USING STAINLESS—STEEL ANTI—VIBRATION
3D FASTENERS
3A 3/4" x 120" CU—CLAD GROUND ROD
3B EXOTHERMIC WELD 4/OAWG CABLE TO 3/4" GROUND ROD
(TYPE—GT OR EQUAL)
3C NOT USED THIS SHEET
3D EXOTHERMIC WELD 4/OAWG CABLE RUN TO #2AWG CABLE TAP
(TYPE—TA OR EQUAL)
3D
c�
3D
3D
3D
c�
3D
0 0 0 •
3A 36
DATE:
ELECTRICAL GROUNDING PLAN JUN 2018
SCALE:
N/A
DRAWN BY:
JAG
CAPE FEAR CHECKED BY:
REV: DESCRIPTION DATE:
CARO r!,
sS1 y
Q 9
S
041530
5• r 2015
�jt�i lli:Sl
PUBLIC UTILITY AUTHORITY AWB
SOUTHSIDE WWTP PROJECT NO.
07123-0002
UV DISINFECTION SYSTEM
CAPE FEAR PUBLIC UTILITY AUTHORITY
235 GOVERNMENT CENTER DRIVE
WILMINGTON, NC 28403
OFFICE: [phone]
SHEET NO:
E9
ER
0 0 0 •
3A 36
DATE:
ELECTRICAL GROUNDING PLAN JUN 2018
SCALE:
N/A
DRAWN BY:
JAG
CAPE FEAR CHECKED BY:
REV: DESCRIPTION DATE:
CARO r!,
sS1 y
Q 9
S
041530
5• r 2015
�jt�i lli:Sl
PUBLIC UTILITY AUTHORITY AWB
SOUTHSIDE WWTP PROJECT NO.
07123-0002
UV DISINFECTION SYSTEM
CAPE FEAR PUBLIC UTILITY AUTHORITY
235 GOVERNMENT CENTER DRIVE
WILMINGTON, NC 28403
OFFICE: [phone]
SHEET NO:
E9

.III
- I -
TO LP-100/CKT-5
ELECTRICAL LIGHTING PLAN
SCALE: 3/16„ _ 1, , 0»
v D
243 NORTH FRONT ST
12" 0 5' 10' 15 WILMINGTON, NORTH CAROLINA 28401
3/16» _ 1'-0" 0 TELE: FAX: ((9 0)) 251-8282
�2
LICENSE: F-1222
IMCape Fear
Public Utility Authority
Stewardship. Sustainability. Service,
REV: DESCRIPTION DATE:
01 DATE:
JUN 2018
SCALE:
N/A
DRAWN BY:
I JAG
ti�,���rtttrJtt
CARQ''�,,
,..sem =
041530
Of/��•�� •/�G/ttN{fit. •fir"` .�'
PUBLIC UTILITY AUTHORITY
SOUTHSI DE WWTP
UV DISINFECTION SYSTE
CAPE FEAR PUBLIC UTILITY AUTHORITY
235 GOVERNMENT CENTER DRIVE
WILMINGTON, NC 28403
OFFICE: [phone]
CHECKED BY:
AWB
PROJECT NO.
07123-0002
r
SHEET NO:
E10
GENERAL NOTES:
1. REFERENCE SHEET E1 FOR ELECTRICAL NOTES, ABBREVIATIONS AND SYMBOLS.
2. EXPOSED CONDUIT SHALL BE AL CONDUIT; RGS, IMC AND EMT IS NOT ACCEPTABLE
3. ALL FEEDER CONDUCTORS AND CABLING FOR POWER CIRCUITS RATED 100A AND
GREATER SHALL BE STRANDED COPPER 600V XHHW-2.
4. ALL CONDUCTORS AND WIRES FOR CONTROL CIRCUITS SHALL BE STRANDED COPPER
300V THHN/THWN.
KEYNOTES:
1A INDUSTRIAL GRADE 120/277V 20A 2P TOGGLE SWITCH IVORY:
PASS & SEYMOUR P/N PS20AC21 OR EQUAL
WEATHER -RESISTANT DIE-CAST COVER WITH ACTUATING LEVER:
LEGRAND P/N CA1GL OR EQUAL
(TYPICAL OF 2 ASSEMBLIES)
® INDUSTRIAL GRADE 120V LED WET LOCATION LIGHT FIXTURE:
LITHONIA P/N VAP- 8000-PCL-WD-MVOLT- 40K-80CR1-STSL OR EQUAL
(TYPICAL OF 6)
2B LIGHT FIXTURES SHALL BE MOUNTED TO COMMON STAINLESS-STEEL STRUT -CHANNEL
WHICH SHALL BE FASTENED TO STRUCTURAL MEMBERS UTILIZING STAINLESS-STEEL
THREADED ROD, THREADED ROD SWIVEL COUPLINGS AND BEAM CLAMPS
(TYPICAL ALL)
2C LIGHT FIXTURES SHALL BE MOUNTED TO COMMON STAINLESS-STEELSTRUT-CHANNEL
UTILIZING LIGHT FIXTURE MOUNTING POINTS - CONTRACTOR SHALL NOT DRILL OR
I
MAKE ADDITIONAL OPENINGS IN LIGHT FIXTURE HOUSING
I
(TYPICAL ALL)
2D LIGHT FIXTURES SHALL WIRED USING #12/3 SOOW CORD WITH ALUMINUM CABLE
GLAND CONNECTORS - CONTRACTOR SHALL MAINTAIN INTEGRITY OF LIGHT FIXTURE
I
HOUSING
(TYPICAL ALL)
I
2A 2B
I
LJ
2C 2D
I
I
I
I
I
I
I
1
I
I
1
I
I
I
I
I
LJ
�
�
--► TO LP-100/CKT-3
L_j ED
REV: DESCRIPTION DATE:
01 DATE:
JUN 2018
SCALE:
N/A
DRAWN BY:
I JAG
ti�,���rtttrJtt
CARQ''�,,
,..sem =
041530
Of/��•�� •/�G/ttN{fit. •fir"` .�'
PUBLIC UTILITY AUTHORITY
SOUTHSI DE WWTP
UV DISINFECTION SYSTE
CAPE FEAR PUBLIC UTILITY AUTHORITY
235 GOVERNMENT CENTER DRIVE
WILMINGTON, NC 28403
OFFICE: [phone]
CHECKED BY:
AWB
PROJECT NO.
07123-0002
r
SHEET NO:
E10

3. IN REGARDS TO DUCT BANK CONSTRUCTION, NOTE THE FOLLOWING:
a.) CONCRETE 28 -DAY COMPRESSIVE STRENGTH = 2,500 PSI (MIN.).
b.) CONCRETE DIMENSION BTWN. CJ's = 60'-0" (MAX.).
c.) AT CONSTRUCTION JT.'s BETWEEN SECTIONS SPLICE CORNER BARS 1'-9" (MIN.) w/ CORNER
BARS FOR THE ADJOINING POUR.
4. ALTHOUGH DETAIL SHOWS AN UNDER ASPHALT PAVED ROAD CONDITION, THIS DETAIL MAY BE UTILIZED FOR
UN -REINFORCED DUCT BANK BELOW GRADE LOCATIONS.
TYPICAL REINFORCED ED CONCRETE DUCTBANK UNDER ROADWAYS
SCALE: 1/2 = 1'-0"
REV:7 DESCRIPTION DATE:
v &CRXED
243 NORTH FRONT ST
WILMINGTON, NORTH CAROLINA 28401 _Cape Fear
TELE: [phone]
FAX: [phone] Public Utility Authority
LICENSE: F-1222 Stewardship. Sustainability. Service.
PICAL
ETAILS
mu
CAPE FEAR
PUBLIC UTILITY AUTHORITY
SOUTHSI DE WWTP
UV DISINFECTION SYSTEM
CAPE FEAR PUBLIC UTILITY AUTHORITY
235 GOVERNMENT CENTER DRIVE
WILMINGTON, NC 28403
OFFICE: [phone]
eo DATE:
JUN 2018
SCALE:
N/A
DRAWN BY -
JAG
CHECKED BY:
AWB
PROJECT NO.
07123-0002
(SHEET NO:
E11
CONDUIT AS REQUIRED
GROUNDING RING CONDUCTOR TYPE 'TA' EXOTHERMIC
WELD MOLD
CLEAN COMPACTED FILL
PVC -COATED RAC CONDUIT TRANSITION THROUGH
WITH STONE LESS THAN 3/4"
CONCRETE, FLOOR SLAB OR FINISHED GRADE
GROUNDING TAP CONDUCTOR ----._._
EXOTHERMIC
WELD 'TA' CONNECTION
12" MIN
SCALE: N.T.S.
CONCRETE, FLOOR SLAB OR FINISHED GRADE
a 4
SEE NOTE 1.
I_--
- - ------------ - — ---- ----
---.
TYPE 'GT' EXOTHERMIC
-----_------ ------------- ----J --
_ ---- ---
---
WELD MOLD—
------------------ ----____ __ __ _____
i -
PVC -COATED RAC CONDUIT ELBOW FOR
1I
CABLE PULLING REQUIREMENTS
CLEAN COMPACTED SAND
CU -CLAD GROUND ROD
PVC SCH-40 OR SCH-80 CONDUIT
WITH 4" MIN. ENVELOPE
GROUNDING CONDUCTOR
AROUND CONDUIT OR DUCTBANK
EXOTHERMIC
WELD 'GT' CONNECTION
1. BURIAL DEPTH OF CONDUIT OR DUCTBANK SHALL BE BASED ON THE LARGEST CONDUIT RADII SUCH
SCALE: N.T.S.
THAT THE THREADED CONNECTION TO THE PVC -COATED
RGS CONDUIT TRANSITION IS 6" MINIMUM -
BELOW BOTTOM OF CONCRETE FLOOR SLAB.
TYPICAL UNDERSLAB CONDUIT
STUB -UP INSTALLATION
SCALE: N.T.S.
NON -HARDENING SILICONE
SEALANT
- 9
FINISHED FLOOR
I
4 PVC BELL -END FITTING
12 MIN.
CONCRETE4
4
a PVC SCH-80 CONDUIT
4
4�
GROUND CABLE
DUCT BANK ASSEMBLY BELOW
ASPHALT TOP COURSE PER PROJECT
REQUIREMENTS (REF. NOTE 2)
BASE COURSE PER PROJECT REQUIREMENTS
GROUND CABLE
SLEEVE DETAIL
.O. ASPHALT PVMT.
(REF. NOTE 2)
SCALE: N.T.S.
EL VARIES
z
(FIELD COORD. AS REQ'D)
COMPACTED FILL/SUBGRADE PER PROJECT
=
[REF. NOTE 41
REQUIREMENTS (REF. NOTE 2)
of
SCH-40 PVC CONDUITS
Nil
(TYP.)
il
T.O. CONC. DUCT BANK
4..
EL VARIES
e
(FIELD COORDINATE AS REQ'D)
o
N
E.O. C.I.P. CONC.
DUCT BANK (TYP.)
<
[REF. NOTE 3]
#4 "U" -BAR SHAPED TIES
SPA. ® 12" O.C. (T&B)
z
_j.�
Z U
3" 1'-5"
(MIN.)
n
1'-5"
n10
v 3" CLR.
6" MIN.
(4) CONT. #4 BARS (TYP.)
(TYP.) 1'-5"I
11'-5"
(1 EA. CORNER)
2'-0"
u
[REF. NOTE 3.c]
DETAIL NOTES:
1. NOT USED.
2. IN REGARDS TO THE PAVING BOX SECTION,
IN ADDITION TO ASPHALT THICKNESS, THE AGGREGATE, GEOTEXTILE &
COMPACTED FILL/SUBGRADE ARE ALL IN 'ACCORDANCE
WITH THE SPECIFICATIONS AND TYPICAL PAVING SECTIONS
AND DETAILS
3. IN REGARDS TO DUCT BANK CONSTRUCTION, NOTE THE FOLLOWING:
a.) CONCRETE 28 -DAY COMPRESSIVE STRENGTH = 2,500 PSI (MIN.).
b.) CONCRETE DIMENSION BTWN. CJ's = 60'-0" (MAX.).
c.) AT CONSTRUCTION JT.'s BETWEEN SECTIONS SPLICE CORNER BARS 1'-9" (MIN.) w/ CORNER
BARS FOR THE ADJOINING POUR.
4. ALTHOUGH DETAIL SHOWS AN UNDER ASPHALT PAVED ROAD CONDITION, THIS DETAIL MAY BE UTILIZED FOR
UN -REINFORCED DUCT BANK BELOW GRADE LOCATIONS.
TYPICAL REINFORCED ED CONCRETE DUCTBANK UNDER ROADWAYS
SCALE: 1/2 = 1'-0"
REV:7 DESCRIPTION DATE:
v &CRXED
243 NORTH FRONT ST
WILMINGTON, NORTH CAROLINA 28401 _Cape Fear
TELE: [phone]
FAX: [phone] Public Utility Authority
LICENSE: F-1222 Stewardship. Sustainability. Service.
PICAL
ETAILS
mu
CAPE FEAR
PUBLIC UTILITY AUTHORITY
SOUTHSI DE WWTP
UV DISINFECTION SYSTEM
CAPE FEAR PUBLIC UTILITY AUTHORITY
235 GOVERNMENT CENTER DRIVE
WILMINGTON, NC 28403
OFFICE: [phone]
eo DATE:
JUN 2018
SCALE:
N/A
DRAWN BY -
JAG
CHECKED BY:
AWB
PROJECT NO.
07123-0002
(SHEET NO:
E11

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GENERAL NOTES:
1.0 GENERAL
1.1 ALL WORK IS TO BE PERFORMED IN A GOOD,
5.2 CONCRETE WORK SHALL CONFORM TO "BUILDING CODE
8.10 STRUCTURAL STEEL COMPONENTS & ASSEMBLIES ARE
WORKMANLIKE AND PROFESSIONAL MANNER.
REQUIREMENTS FOR REINFORCED CONCRETE", ACI 318 & TO
TO BE REVIEWED BY THE THE OWNER'S CONSTRUCTION
"CODE REQUIREMENTS FOR ENVIRONMENTAL ENGINEERING
REPRESENTATIVE THROUGHOUT MASONRY & STEEL
1.2 ALL CONSTRUCTION SHALL BE IN STRICT COMPLIANCE
CONCRETE STRUCTURES", ACI 350 (LATEST EDITIONS).
CONSTRUCTION OF THE PROJECT. THESE REVIEWS SHALL
WITH THE REQUIREMENTS OF THE NORTH CAROLINA STATE
CONFORM TO THE REQUIREMENTS OF CHAPTER 17 OF THE
BUILDING CODE, LATEST EDITION, OR LOCAL BUILDING CODE
5.3 PLACE 1/2 INCH EXPANSION JOINT MATERIAL BETWEEN
NORTH CAROLINA STATE BUILDING CODE.
REQUIREMENTS IF MORE STRINGENT.
EDGES OF SLABS AND VERTICAL SURFACES UNLESS NOTED
OTHERWISE.
9.0 ALUMINUM
1.3 THESE DRAWINGS DO NOT SHOW PROVISIONS FOR SAFETY
DURING CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE
5.4 CHAMFER EXPOSED EDGES OF CONCRETE 3/4 INCH,
9.1 ALUMINUM FABRICATION SHALL BE IN CONFORMANCE
GENERAL CONTRACTOR TO PROVIDE THE REQUIRED BRACING,
UNLESS NOTED OTHERWISE.
WITH THE ALUMINUM ASSOCIATION, INC. "SPECIFICATIONS
SHORING, AND SAFETY DEVICES THROUGHOUT THE
FOR ALUMINUM STRUCTURES".
CONSTRUCTION OF THIS PROJECT.
5.5 CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER
2.0 COORDINATION
CURING OF ALL CONCRETE. FOOTINGS SHALL BE MOISTURE
9.2 UNLESS NOTED OTHERWISE, MATERIALS SHALL BE:
CURED. CURING METHODS SHALL CONFORM TO "BUILDING
a. PLATE & SHEET - ASTM B209; 6061-T6, 6061-T651
2.1 STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION
CODE REQUIREMENTS FOR REINFORCED CONCRETE", ACI 318,
"CODE
ALLOY.
b. EXTRUDED SHAPES - ASTM B221; 6061-T6, 6061-T651
WITH AND COORDINATED WITH CIVIL, DETAIL & MECHANICAL
REQUIREMENTS FOR ENVIRONMENTAL ENGINEERING
ALLOY. PIPE SECTIONS ARE SCHEDULE 40 U.N.O..
DRAWINGS AND OTHER CONTRACT DOCUMENTS.
CONCRETE STRUCTURES" ACI 350 AND "STANDARD PRACTICE
c. CASTINGS - ASTM B108; 214 ALLOY.
FOR CURING CONCRETE," ACI 308, LATEST EDITIONS.
d. BOLTS - ASTM A193; GRADE B8 OR, ASTM 276; TYPE
2.2 ANY DISCREPANCIES BETWEEN ACTUAL CONDITIONS AND
316 STAINLESS STEEL.
THOSE SHOWN ON THESE DRAWINGS ARE TO BE BROUGHT TO
5.6 UNLESS NOTED OTHERWISE DOWELS SHALL BE THE SAME
e. NUTS - ASTM A194; GRADE M, OR ASTM 276; TYPE 316
THE ATTENTION OF THE STRUCTURAL ENGINEER BEFORE
NUMBER AND SIZE AS THE LARGEST VERTICAL BAR TO
STAINLESS STEEL.
WORK PROCEEDS, INCLUDING ORDERING AND FABRICATING
WHICH THEY ARE SPLICED.
MATERIALS.
9.3 ALUMINUM SHALL BE SEPARATED FROM DIRECT CONTACT
5.8 REQUIRED FINISHES AS FOLLOWS:
WITH OTHER MATERIALS (STEEL, CONCRETE, ETC.) BY
2.3 INDEPENDENT TESTING OF MATERIALS SHALL BE
a.) SLABS:
PRESSURE SENSITIVE TAPE, BITUMASTIC COATING, OR OTHER
PROVIDED AS DEFINED ON THIS DRAWING. IN GENERAL
TOPS: UNFORMED, FLOATED & TROWELED SMOOTH
-PROTECTIVE METHOD SUBMITTED BY THE CONTRACTOR AND
PROJECT INVOLVES THE FOLLOWING:
A. CONCRETE.
AND LEVEL.
APPROVED BY THE OWNER'S CONSTRUCTION REPRESENTATIVE.
SIDES: ROUGH FORMED FINISH IF UNEXPOSED &
2.4 IF COORDINATION OF INFORMATION PRESENTED CONFLICTS
SMOOTH FORMED FINISH IF EXPOSED.
9.4 CONNECTIONS SHALL HAVE A MINIMUM OF TWO 3/4-
w/ THE PROJECT SPECIFICATIONS, THE DRAWINGS WILL TAKE
5.9 CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR
DIAMETER STAINLESS STEEL BOLTS.
PRECEDENCE.
APPROVAL TO OWNER PRIOR TO FABRICATION. DO NOT
9.5 WELDING ALUMINUM SHALL CONFORM TO AWS D1.2 &
2.5 IN GENERAL CALL -OUTS ARE FOR NEW CONSTRUCTION
FABRICATE REINFORCING PRIOR TO RECEIPT OF APPROVED
SHOP DRAWINGS.
AWS A5.10 AND THE REQUIREMENTS OF THE ALUMINUM
"ALUMINUM
U.N.O.. EXISTING CONSTRUCTION CALL -OUTS, ELEVATIONS
ASSOCIATIONS DESIGN MANUAL" LATEST EDITION
( )
AND DIMENSIONS OF EXISTING STRUCTURES ARE BASED ON
5.10 CONCRETE MIXES TO BE REVIEWED BY THE OWNER'S
TABLE 7.1-1 FOR WELD FILLERS FOR WROUGHT ALLOYS.
FIELD DIMENSIONS & EXISTING RECORD DRAWINGS PROVIDED
TO McKIM & CREED. THE (*) SYMBOL ON INDIVIDUAL9.6
CONSTRUCTION REPRESENTATIVE PRIOR TO PLACEMENT OF
REFERENCE PROJECT SPECIFICATIONS FOR HANDRAIL
"STRUCTURAL"
CONCRETE. COMPRESSIVE STRENGTH TEST CYLINDERS TO BE
REQUIREMENTS.
FACILITY DRAWINGS INDICATES EXISTING
REVIEWED BY THE OWNER'S CONSTRUCTION REPRESENTATIVE
CONSTRUCTION CALL -OUTS, CONDITIONS, ELEVATIONS AND
THROUGHOUTCONCRETE CONSTRUCTION OF THE PROJECT.
10.0 PRE -CAST CONCRETE (NOT APPLICABLE)
DIMENSIONS TO BE FIELD VERIFIED BY THE GENERAL
THESE REVIEWS SHALL CONFORM TO THE REQUIREMENTS OF
CONTRACTOR U.N.O. PRIOR TO CONSTRUCTION, INCLUDING
CHAPTER 17 OF THE NORTH CAROLINA STATE BUILDING
11,0 OPEN WEB STEEL JOISTS NOT APPLICABLE
( )
ORDERING AND FABRICATING MATERIALS. RECORD DRAWINGS
CODE.
PROVIDED UTILIZED INCLUDES:
A. CITY OF WILMINGTON "CHLORINE CONTACT
6.0 GROUT
12.0 TIMBER TRUSSES (NOT APPLICABLE)
TANK -PLAN, SECTIONS, & DETAILS" PROJECT BY
OLSEN ASSOCIATES - ENGINEER & ARCHITECTS (DTD.
6.1 PROVIDE NON -SHRINK GROUT UNDER ALL COLUMN BASE
13.0 MISCELLANEOUS BUILDING MATERIALS
JULY 1969).
PLATES AND ,BEAM BEARING PLATES AND ELSEWHERE AS
INDICATED ON DRAWINGS. NON -SHRINK GROUT SHALL
13.1 ALL MISCELLANEOUS MATERIALS ARE TO BE DELIVERED
2.6 SPECIAL INSPECTIONS (IF APPLICABLE): ALL
CONFORM TO ASTM C 1107.
TO SITE & STAGED ON SITE PRIOR TO INSTALLATION. iiISTORE
ON SITE AS REQUIRED BY THE MATERIAL MANUFACTURER TO
FOUNDATIONS, REINF. STEEL, C.I.P. CONCRETE, STRUCTURAL
6.2 GROUT SHALL BE NON-METALLIC AND NON -STAINING
AVOID DAMAGE PRIOR TO INSTALLATION.
STEEL, WORK SHALL BE REVIEWED AS STATED IN
CONJUNCTION w/ THEIR RESPECTIVE NOTES BELOW, CHAPTER
AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 5,000 psi.
13.2 ALL MATERIALS SHALL BE SUBMITTED AS A SYSTEM
17 OF THE NORTH CAROLINA STATE BUILDING CODE AND THE
7.0 MASONRY ( NOT APPLICABLE)
COMPATIBLE w/ EACH OTHER AND THE APPROVED CMU WALL
PROJECT SPECIAL INSPECTIONS STATEMENT.
SYSTEM & COLOR. ALL MATERIAL STYLES & COLORS SHALL
3.0 FOUNDATIONS NOT APPLICABLE
( )
8.0 STRUCTURAL STEEL
BE SUBMITTED TO THE OWNER FOR APPROVAL. PRIOR' TO
CONSTRUCTION PROVIDE MATERIAL SAMPLES & MOCK
4.0 REINFORCING STEEL
8.1 STEEL SHALL CONFORM TO "STANDARD SPECIFICATION
ASSEMBLIES AS REQUIRED BY THE OWNER. THE TERM
"CONSTRUCTION" INCLUDES ORDERING, FABRICATION OF
FOR STRUCTURAL STEEL," ASTM A36 (Fy=36 ksi) FOR
4.1 BARS SHALL BE ROLLED FROM NEW BILLET -STEEL OF
ANGLES, PLATES AND CHANNELS. WIDE FLANGE SECTIONS
MATERIALS &DELIVERY TO PROJECT SITE.
DOMESTIC MANUFACTURE CONFORMING TO "STANDARD
SHALL CONFORM TO ASTM A572 (Fy=50ksi). HOLLOW STEEL
13.3 ROOF SHALL BE OR AN APPROVED EQUAL. ROOF
SPECIFICATION FOR DEFORMED AND PLAIN BILLET STEEL
SECTIONS (HSS) SHALL CONFORM TO ASTM A500, GRADE B
SHALLPANELS
^TO ADESIGN (LOADS"
BARS FOR CONCRETE REINFORCEMENT," ASTM A 615, GRADE
(Fy=46 ksi). STEEL PIPE SHALL CONFORM TO ASTM A53,
CLU ES IN SERVE RATING RESIST
60 AND SUPPLEMENTARY REQUIREMENT S-1.
GRADE B. (Fy=35 ksi).
WIND SPEED.
4.2 DETAIL AND FABRICATE REINFORCING STEEL IN
"ACI
8.2 WELDING SHALL BE IN ACCORDANCE WITH THE LATEST
13.4 SIDING MATERIAL SHALL BE ... TYPE ? PROFILE w
ACCORDANCE WITH THE AMERICAN CONCRETE INSTITUTE
EDITION OF THE AMERICAN WELDING SOCIETY AWS D1.1
0.044" THICK MIN. PANELS THAT ARE DURABLE WIND
(MIN.) &
DETAILING MANUAL," LATEST PUBLICATION.
"STRUCTURAL WELDING CODE". WELDING SHALL BE
RESISTANT. SOFFITT PANELS SHALL BE VENTILATED.
PERFORMED BY CERTIFIED PERSONNEL WHO HAVE BEEN
4.3 REINFORCING STEEL IN PLACE SHALL BE REVIEWED BY
PREVIOUSLY QUALIFIED BY TEST PRESCRIBED IN THE AWS
13.5 GUTTER & DOWNSPOUT ASSEMBLIES SHALL
THE OWNER'S CONSTRUCTION REPRESENTATIVE PRIOR TO
"STRUCTURAL' WELDING CODE". ELECTRODES SHALL CONFORM
'E70XX.
ALUMINUM 5 x 0.032" "K" -SME GUTTER ASSEMBLY 'w/
PLACEMENT OF CONCRETE. THE REVIEW SHALL CONFORM TO
TO AWS 5.5,
MITERS, HANGERS, END CAPS, ELBOWS, OULET SECTIONS,
THE REQUIREMENTS OF CHAPTER 17 OF THE NORTH
SPLASHBLOCKS & ALL OTHER ACCESSORIES TO INSTALL A
CAROLINA STATE BUILDING CODE.
8.3 ANCHOR BOLTS SHALL BE ASTM F1554 AND EITHER
COMPLETE SYSTEM TO CATCH THE WATER FROM THE ROOF &
HEADED OR HOOKED AS REQUIRED BY THE DRAWINGS.
CARRY TO GROUND WHERE WATER CAN SHEET FLOW AWAY
4.4 FABRICATE CONTINUOUS BARS IN FOUNDATIONS TO THE
PROVIDE NUT' AND WASHER ASSEMBLIES WITH EACH ANCHOR
FROM THE FACILITY/BUILDING.
LONGEST PRACTICABLE LENGTHS.
BOLT UNLESS NOTED OTHERWISE.
4.5 REINFORCING STEEL SHALL NOT BE BENT AFTER BEING
8.4 SPLICING OF STRUCTURAL STEEL MEMBERS 1S PROHIBITED
13.6 CAULK & SEALANT MATERIAL SHALL BE SONNEBORN
"NP
PARTIALLY EMBEDDED IN HARDENED CONCRETE.
WITHOUT THE APPROVAL OF THE STRUCTURAL ENGINEER, AS
SONOLAS11C 1" ONE COMPONENT, MOISTURE CURING
TO LOCATION AND TYPE OF SPLICE. ANY MEMBER HAVING A
HIGH PERFORMANCE POLY -URETHANE SEALANT, OR AN
4.6 BARS SHALL BE COLD BENT AND SHALL NOT BE HEATED
SPLICE NOT SHOWN AND DETAILED ON THE SHOP DRAWINGS
APPROVED EQUAL.
FOR ANY REASON.
WILL BE REPLACED.
13.7 ALL CANOPY FASTENERS FOR ROOF & WALL PANELS
4.7 REINFORCING BARS SHALL NOT BE WELDED UNLESS
8.5 ALL HOLES IN STRUCTURAL STEEL ARE TO BE PUNCHED
SHALLE BE STAINLESS STEEL U.N.O..
NOTED OTHERWISE ON THE DRAWINGS.
OR DRILLED. FLAME CUTTING OF STEEL IS STRICTLY
PROHIBITED.
4.8 IT IS ACCEPTABLE TO LAP REINFORCING STEEL IN
CONCRETE A MINIMUM 50 BAR DIAMETERS, UNLESS NOTED
8.6 ALL DESIGN, DETAILING, FABRICATION AND ERECTION
OTHERWISE ON THE DRAWINGS.
SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE
AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)
4.9 LAP SPLICED BARS IN CONCRETE ARE TO BE WIRE TIED.
MANUAL OF STEEL CONSTRUCTION.
5.0 CONCRETE
8.7 STRUCTURAL STEEL ERECTION SHALL BE REVIEWED BY
THE OWNER'S CONSTRUCTION REPRESENTATIVE. THE REVIEW
5.1 IN GENERAL CONCRETE SHALL DEVELOP 4,000 psi
SHALL CONFORM TO THE REQUIREMENTS OF CHAPTER 17 OF
MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS. IN ADDITION
THE NORTH CAROLINA STATE BUILDING CODE.
-
THE CONCRETE MIX WORK SHALL INCLUDE THE FOLLOWING:
a.) CEMENT MATERIAL SUPPLIED SHALL BE TYPE I OR
8.8 FABRICATOR/CONTRACTOR SHALL SUBMIT SHOP
TYPE 11 PORTLAND CEMENT THAT IS IN
DRAWINGS FOR OWNER/ENGINEER APPROVAL PRIOR TO
CONFORMANCE w/ ASTM C150.
FABRICATION.( ALL SHOP DRAWINGS MAY BE EXPEDITED IF
b.) FLY ASH THAT IS IN CONFORMANCE w/ ASTM C618,
THE FABRICATOR ADHERES CLOSELY TO THE DETAILS, NOTES,
CLASS F MAY BE INCLUDED IN THE MIX FLY ASH
AND INSTRUCTIONS SHOWN ON THE DRAWINGS
DESIGN LOADS:
14.0 ABBREVIATIONS
LIVE LOAD: 100 PSF (PLATFORMS), 1.0 k HOIST
14.1 THE FOLLOWING LIST OF ABBREVIATIONS IS NOT ROOF: 20 PSF
INTENDED TO REPRESENT ALL THOSE USED ON THE SNOW: 10 PSF (GROUND), IMPORTANCE FACTOR (is): 1.10
DRAWINGS, BUT TO SUPPLEMENT THE MORE COMMON WIND: ZONE: 160 mi/hr, EXPOSURE C, CATEGORY III, IMPORTANCE FACTOR (Iw): 1.15
ABBREVIATIONS USED.
ADD'L = ADDITIONAL JT. = JOINT NORTH CAROLINA STATE BUILDING CODE (NCSBC) 2018 (INTERNATIONAL BUILDING CODE (IBC)
BD. = BOARD L.P. = LOW POINT 2015 w/ NC AMENDMENTS) & ASCE 7-10 WIND & SEISMIC DESIGN:
BLDG. = BUILDING MAS. = MASONRY
BM. = BEAM MAT'L. = MATERIAL CALCULATED WIND BASE SHEARS: Vx = 27.2 k & Vy = 10.0 k
B.O. = BOTTOM OF MAX. = MAXIMUM
BRG. = BEARING MFG. = MANUFACTURER COMPONENTS & CLADDING WIND PRESSURES:
BTM. = BOTTOM MIN. = MINIMUM ROOF: ZONE 1 = PSF & - PSF
C.I.P. = CAST -IN-PLACE M.O. = MAS. OPNG. ZONE 2 = PSF & - PSF
CLR. = CLEAR MTL. = METAL ZONE 3 = PSF & - PSF
CMU = CONC. MAS. UNIT N.S. = NEAR SIDE WALLS: ZONE 4 = PSF & - PSF
CONC. = CONCRETE N.T.S. = NOT TO SCALE ZONE 5 = PSF & - PSF
CONN. = CONNECTION O.C. = ON CENTER
CONST. = CONSTRUCTION 0/F OUTSIDE FACE SEISMIC:
CONT. = CONTINUOUS OPNG. OPENING SEISMIC DESIGN PARAMETERS:
COORD. = COORDINATE OPP. = OPPOSITE RESPONSE MODIFICATION COEFFICIENT R = 3
CTR. = CENTER ORIENT: ORIENTATION SPECTRAL RESPONSE ACCELERATION.............SHORT PERIOD S(DS) = 23.9
CTR D. = CENTERED PLCS. = PLACES SPECTRAL RESPONSE ACCELERATION ....... I SECOND PERIOD S(D1) = 14.9%
DIM. = DIMENSION REF. = REFERENCE SEISMIC OCCUPANCY CATEGORY .......................................... = III
DIM.'s = DIMENSIONS REINF. = REINFORCING SITE CLASS.......................................................................... = D
DIR. DIRECTION = REINFORCED SEISMIC DESIGN CATEGORY .................................................. SDC = C
D.S. = DOWN SPOUT REQ'D. = REQUIRED IMPORTANCE FACTOR............................................................ le = 1.25
DWG. = DRAWING REQ.'s = REQUIREMENTS
DWG.'s = DRAWINGS ROT. = ROTATE BASIC STRUCTURAL SYSTEM -
EA. = EACH SIM. = SIMILAR
EL = ELEVATION SPA. = SPACED "OTHER" SELF SUPPORTING STRUCTURE SIM. TO BUILDING's
E.O. = EDGE OF SQ. = SQUARE
EQ. = EQUAL STD. = STANDARD ANALYSIS PROCEDURE = EQUIVALENT LATERAL FORCE
EQUIP. = EQUIPMENT STL. = STEEL
EXIST. = EXISTING SUPPT. = SUPPORT SEISMIC BASE SHEAR = Vx = ? k Vy = ? k
EXP. = EXPANSION T&B = TOP & BOTTOM
EXTR. = EXTERIOR T/D = TURN DOWN ARCHITECTURAL, MECHANICAL COMPONENTS ANCHORED? N/A
FDN. = FOUNDATION THK. = THICK
F.S. = FAR SIDE THK'D = THICKENED FIELD TEST (SOIL BEARING PER PROJECT GEOTECH REPORT) = REF. STRUCTURAL NOTE 3.1
FT. = FEET T.O. = TOP OF
FTG. = FOOTING T.O.S = TOP OF STEEL (NOT APPLICABLE)
HO ZD = HORIZONTAL U.N.O. = TYPICAL
NOTED DESIGN CRITERIA:
H.P. = HIGH POINT OTHERWISE
I/F = INSIDE FACE VERT. = VERTICAL CONCRETE 28 DAY COMPRESSIVE STRENGTH:
INFO. = INFORMATION W.P. = WORK POINT MISC. CONCRETE: REF. STRUCTURAL 'NOTE 5.1
INTR. = INTERIOR REINFORCING STEEL: ASTM A615, GRADE 60
WELDED WIRE FABRIC: NOT APPLICABLE
STRUCTURAL STEEL: REF. STRUCTURAL NOTE 8.1 (NOT APPLICABLE)
ALUMINUM: REF. STRUCTURAL NOTE 9.1
BOLTS SHALL BE 3/4"0 ASTM A325: NOT APPLICABLE
ANCHOR BOLTS SHALL BE 3/4.0 ASTM F1554 REF. STRUCTURAL NOTE 8.3
STEEL ELECTRODES SHALL CONFORM TO: AWS 5.5 E70XX
ALUMINUM WELD FILLERS ALLOYS SHALL
CONFORM TO: AWS A5.10
SOIL BEARING CAPACITY- REF. STRUCTURAL NOTE 3.1 (NOT APPLICABLE)
LEGEND:
ENLARGED PLAN AREA,
DETAIL
CONC. SLAB, ETC.
CONC. CMU CLOCK (NOT APPLICABLE)
BRICK rZ
(NOT APPLICABLE)
GROUT
DETAIL OR SECTION j
NUMBER/SHOWN ON SHEET = N
PROJECT NORTH 40
NORTH
ELEVATION DATUM
ELEVATION NUMBER/SHOWN =
ON SHEET X.S-Y
ELEVATIONS X' -X" (Y.YY') - X' -X" = DISTANCE TO/FROM FACILITY REFERENCE EL 0'-0"
Y.YY' = EQUIVALENT SITE EL VERTICAL DATUM
N SHALL BE USED AS A PARTIAL CEMENT
REPLACEMENT & NOT EXCEED 25% OF THE TOTAL 8.9 ALL GALVANIZED MATERIALS THAT ARE FIELD CUT, FIELD
! CEMENTITIOUS CONTENT. WELDED OR DAMAGED IN SURFACE FINISH SHALL BE
C.) AGGREGATE SHALL BE "NORMAL" WEIGHT THAT IS IN CLEANED AND RE -COATED w/ A 95% ZINC RICH OXIDE
i' CONFORMANCE w/ ASTM C33. PAINT.
d.) WATER SHALL BE IN CONFORMANCE w/ ASTM C94.
e.) AIR ENTRAINING ADMIXTURE IS ALLOWED PROVIDED
2 IT IS IN CONFORMANCE w/ ASTM C260. THE TOTAL
REV:
AIR CONTENT REQUIRED IS 5% f 17o.
cm f.) WATER REDUCING ADMIXTURE IS ALLOWED PROVIDED
o IT IS IN CONFORMANCE w/ ASTM C494, TYPE A
OR D.
N g.) MAXIMUM SLUMP = 3" w/OUT WATER REDUCING�ED Cape Fear
ADMIXTURE & 6" w/ A WATER REDUCING '�
n ADMIXTURE.
243 NORTH FRONT STREET Public Utility AuthoritY
WILMINGTON NORTH CAROLINA 28401 Stewardship. Sustainablility. Service.
N h.) WATER/CEMENT RATIO (w/c) = 0.45 MAXIMUM.
TELE: [phone]
FAX: [phone]
LICENSE: F-1222
ESCRIPTION
DATE:
STRUCTURAL
GENERAL NOTES, DESIGN LOADS,
DESIGN CRITERIA & LEGEND
� ii.fUi t�
I� M
PUBLIC UTILITY AUTHORITY
SOUTHSI DE WWTP
UV DISINFECTION SYSTE
CAPE FEAR PUBLIC UTILITY AUTHORITY
235 GOVERNMENT CENTER DRIVE
WILMINGTON, NC 28403
OFFICE: [phone]
DATE:
JUNE 2018
SCALE:
AS NOTED
DRAWN BY:
WF13
CHECKED BY:
AWB
PROJECT N0.
7123-0002
SHEET NO:
S-1

cn 1
[O/F EXIST. WA L TO F EXIST. WALL] `
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l
[ I /F L TO I LL] TYP.
54'-0"(*) 61'-0"(*)
10'-11 "(*) 10'-10"(*) 10'-10"(*) 10'-10"(*) 7' 11-(*) 14'-11 "(*) 10'-8"(*) ^-8"(*) s s 0"(*) '-11" s --- ss ss --__
SS - SS - Ss ---_ -
— SS S SS SS ss S �'� �_ SS SS_
8"(*) 7'-0" 7'-11t
[TYP. U.N.O.] (*) (*)
5'-11 1/2- 1'-0"(*) 5'-0" it—on *)'
T.O. EXIST. ONC. WALL
(TYP.) IrEL 0'-0 (9. 0')[*]
[REF. NOTE 1 - TYP. U.N.O.]
a
S o�00
6 5 -0 LONG BARS. VENDORS) EXPERIENCED IN MANUFACTURING THE ASSEMBLIES REQUIRED. GRATING ASSEMBLIES ARE
I -g ;
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N
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3
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0/F EXIST. "OR INAL CONSTR." C.I.P.
EXISTING C.I.P. REINF. CONCRETE EXTERIOR 9. REFERENCE DWG. S-1 FOR ADDITIONAL GENERAL NOTES, MATERIAL
0/F EXIST. "EXPANSION CONSTR.- C.I.P.
�-_e-
RECTANGULAR BANDING BARS ALONG PERIMETERS
INCLUDED ORIGINAL CONSTRUCTION IN 1971
W
—
REINF. CONC. E TR. WALLS (TYP.) .-.
\
\
04 d
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4. RECORD
r
INDICATED THE "ORIGINAL" EXISTING C.I.P. REINF. CONCRETE EXTERIOR WALL
[REF. NOTE 4]
#5
DOWELS FROM THE EXISTING BASE SLAB SPA.
N
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EXTR. WALL PANEL ® PERIMETER OF
I
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.
v
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EXTR. WALL PANEL ® PERIMETER OF
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CANOPY ENCLOSURE (TYP. 3 SIDES)
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SLAB SPA. ® 4j" O.C. EACH FACE.
c.)
#5
HORIZONTAL BARS SPA. ® 1'-0" O.C. CTR'D IN THE WALL.
E.O. EXIST. "ORIGIN L CONSTR." C.I.P.
N 0 °' L
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b.) #4
VERTICAL BARS
5-0" LONG SPA.
0 V-6" O.C. EACH FACE.
8.
q 3 £
r-,
[REF. NOTE 51
-
AL
AL CS8 WIND GIRTS (TYP.)
,� s` i
[REF. NOTE 6]
BEARING
\5 �,
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[REF. SECTIONS &DETAILS]
W a N
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5 1/2 e-- ---
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4L I12x11.67 COL. of
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(TYP. 2 PLCS.)="(*)_
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REF.NOTE 8
EL 0 -6 (10.40 )
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[TYP. U.N.O.]
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CL v to
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1 - PLAN -
EXIST. FACILITY TOP & UV MODIFICATIONS LAYOUT
I
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P9�,
TOP PLAN NOTES:
SCALE: 1/8" =
OOi
E.O. EXIST. EXPANSION CONSTR." C.I.P.
"
�^
NORTH
U
c O ;
p - O 'O
a � �'�
1. REFERENCE ELEVATION FOR THE EXISTING CHLORINE CONTACT TANK
J
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8 CTD. ... NOTE THE FOLLOWING:
REINF. CONC. INTR. WALLS (TYP.)
m"
T.O. CONIC. EL 0 -0 = EL 9 '- 10� (9.90 )[*] N.A.V.D.-88. REFERENCE CIVIL DWG.'s FOR
CONSTRUCTION INCLUDED THE FOLLOWING:
i
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!! N
x
a.) #4 DOWELS FROM THE EXISTING BASE SLAB SPA. 0 12" O.C. CTR'D IN '' THE WALL.
SERIES SPACE PROFILE.
"._
o'm
2. IN GENERAL THE EXISTING GRADE AROUND THE FACILITY IS -1'-0(8.90')[*].
m
b.) #3 VERTICAL BARS SPA. ® 1'-0" O.C. CTR'D IN THE WALL.
b.) GRATING "G2"' = 2j" HEAVY DUTY ALUMINUM PLANK
w/ A DIAGONAL PUNCH PATTERN FOR
N
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c.) #4 HORIZONTAL BARS SPA. ® 1'-0" O.C. CTR'D IN THE WALL.
[REF. NOTE 7]
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N
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RECTANGULAR BANDING BARS ALONG PERIMETERS
INCLUDED ORIGINAL CONSTRUCTION IN 1971
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4. RECORD
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INDICATED THE "ORIGINAL" EXISTING C.I.P. REINF. CONCRETE EXTERIOR WALL
[REF. NOTE 4]
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DOWELS FROM THE EXISTING BASE SLAB SPA.
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EXTR. WALL PANEL ® PERIMETER OF
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c.)
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b.) #4
VERTICAL BARS
5-0" LONG SPA.
0 V-6" O.C. EACH FACE.
8.
q 3 £
REINF. CONC. INTR. WALLS (TYP.)
\ (
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AL CS8 WIND GIRTS (TYP.)
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[REF. NOTE 6]
BEARING
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[REF. SECTIONS &DETAILS]
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4L I12x11.67 COL. of
(TYP.
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(TYP. 2 PLCS.)="(*)_
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REF.NOTE 8
EL 0 -6 (10.40 )
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[TYP. U.N.O.]
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Na
a
CL v to
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EXIST. FACILITY TOP & UV MODIFICATIONS LAYOUT
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TOP PLAN NOTES:
SCALE: 1/8" =
OOi
I
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NORTH
U
c O ;
p - O 'O
a � �'�
1. REFERENCE ELEVATION FOR THE EXISTING CHLORINE CONTACT TANK
J
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8 CTD. ... NOTE THE FOLLOWING:
h
m"
T.O. CONIC. EL 0 -0 = EL 9 '- 10� (9.90 )[*] N.A.V.D.-88. REFERENCE CIVIL DWG.'s FOR
CONSTRUCTION INCLUDED THE FOLLOWING:
i
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COORDINATING VERTICAL DATUM ELEVATIONS INDICATED AS REQUIRED & ADDITIONAL INFORMATION.
a.) #4 DOWELS FROM THE EXISTING BASE SLAB SPA. 0 12" O.C. CTR'D IN '' THE WALL.
SERIES SPACE PROFILE.
"._
o'm
2. IN GENERAL THE EXISTING GRADE AROUND THE FACILITY IS -1'-0(8.90')[*].
FIELD VERIFY &
b.) #3 VERTICAL BARS SPA. ® 1'-0" O.C. CTR'D IN THE WALL.
b.) GRATING "G2"' = 2j" HEAVY DUTY ALUMINUM PLANK
w/ A DIAGONAL PUNCH PATTERN FOR
N
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c.) #4 HORIZONTAL BARS SPA. ® 1'-0" O.C. CTR'D IN THE WALL.
SLIP RESISTANCE.
v
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QI
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S o�00
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EXISTING C.I.P. REINF. CONCRETE EXTERIOR 9. REFERENCE DWG. S-1 FOR ADDITIONAL GENERAL NOTES, MATERIAL
N
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INCLUDED ORIGINAL CONSTRUCTION IN 1971
W
—
W
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6 5 -0 LONG BARS. VENDORS) EXPERIENCED IN MANUFACTURING THE ASSEMBLIES REQUIRED. GRATING ASSEMBLIES ARE
I -g ;
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d.)
3. RECORD
DWG. s REVIEWED
V
T_
DWG.'s REVIEWED INDICATED THE "EXPANSION"
EXISTING C.I.P. REINF. CONCRETE EXTERIOR 9. REFERENCE DWG. S-1 FOR ADDITIONAL GENERAL NOTES, MATERIAL
#4
�-_e-
RECTANGULAR BANDING BARS ALONG PERIMETERS
INCLUDED ORIGINAL CONSTRUCTION IN 1971
& ADDITIONAL EXPANSION CONSTRUCTION IN 1986.
—
CONSTRUCTION INCLUDED THE FOLLOWING:
SPECIFICATION INFORMATION & REQUIREMENTS.
3 i
04 d
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4. RECORD
r
INDICATED THE "ORIGINAL" EXISTING C.I.P. REINF. CONCRETE EXTERIOR WALL
a.)
#5
DOWELS FROM THE EXISTING BASE SLAB SPA.
N
"
EXTR. WALL PANEL ® PERIMETER OF
I
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EXTR. WALL PANEL ® PERIMETER OF
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CANOPY ENCLOSURE (TYP. 3 SIDES)
i
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G1'
CANOPY ENCLOSURE (TYP. 3 SIDES)
N
SLAB SPA. ® 4j" O.C. EACH FACE.
c.)
#5
HORIZONTAL BARS SPA. ® 1'-0" O.C. CTR'D IN THE WALL.
N 0 °' L
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b.) #4
VERTICAL BARS
5-0" LONG SPA.
0 V-6" O.C. EACH FACE.
8.
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AL CS8 WIND GIRTS (TYP.)
\ (
EXIST. CHLORINE CONTACT TANK
i i I i
AL CS8 WIND GIRTS (TYP.)
,� s` i
[REF. SECTIONS & DETAILS]
BEARING
\5 �,
FACILITY (REF. NOTE 3) "
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[REF. SECTIONS &DETAILS]
W a N
5 1/2 e-- ---
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E.O. EXIST. C.I.P. REINF.
(TYP.
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CONIC. WEIR WALL BELOW
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(TYP. 2 PLCS.)="(*)_
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T.O. EXIST. CONC. WALL "MOD
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EXPANSION CONSTRUCTION ORIGINA CONSTRUCTION
CL v to
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1 - PLAN -
EXIST. FACILITY TOP & UV MODIFICATIONS LAYOUT
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TOP PLAN NOTES:
SCALE: 1/8" =
1'-0"
a3-
..
NORTH
c O ;
p - O 'O
a � �'�
1. REFERENCE ELEVATION FOR THE EXISTING CHLORINE CONTACT TANK
FACILITY IS THE EXISTING WALL
6. RECORD DWG.'s REVIEWED INDICATED THE "ORIGINAL" EXISTING C.I.P. REINF. CONCRETE INTERIOR WALL
8 CTD. ... NOTE THE FOLLOWING:
m"
T.O. CONIC. EL 0 -0 = EL 9 '- 10� (9.90 )[*] N.A.V.D.-88. REFERENCE CIVIL DWG.'s FOR
CONSTRUCTION INCLUDED THE FOLLOWING:
a.) GRATING Gi " = 21" x A" LIGHT DUTY ALUMINUM IN
ACCORDANCE w/ MFG.'S 19-4 "w"
COORDINATING VERTICAL DATUM ELEVATIONS INDICATED AS REQUIRED & ADDITIONAL INFORMATION.
a.) #4 DOWELS FROM THE EXISTING BASE SLAB SPA. 0 12" O.C. CTR'D IN '' THE WALL.
SERIES SPACE PROFILE.
"._
o'm
2. IN GENERAL THE EXISTING GRADE AROUND THE FACILITY IS -1'-0(8.90')[*].
FIELD VERIFY &
b.) #3 VERTICAL BARS SPA. ® 1'-0" O.C. CTR'D IN THE WALL.
b.) GRATING "G2"' = 2j" HEAVY DUTY ALUMINUM PLANK
w/ A DIAGONAL PUNCH PATTERN FOR
COORDINATE w/ CIVIL DWG.'s AS REQUIRED.
c.) #4 HORIZONTAL BARS SPA. ® 1'-0" O.C. CTR'D IN THE WALL.
SLIP RESISTANCE.
S o�00
6 5 -0 LONG BARS. VENDORS) EXPERIENCED IN MANUFACTURING THE ASSEMBLIES REQUIRED. GRATING ASSEMBLIES ARE
I -g ;
�'
d.)
3. RECORD
DWG. s REVIEWED
INDICATED THE EXISTING CHLORINE CONTACT TANK FACILITY CONSTRUCTION
7. RECORD
DWG.'s REVIEWED INDICATED THE "EXPANSION"
EXISTING C.I.P. REINF. CONCRETE EXTERIOR 9. REFERENCE DWG. S-1 FOR ADDITIONAL GENERAL NOTES, MATERIAL
#4
P-0:2,
RECTANGULAR BANDING BARS ALONG PERIMETERS
INCLUDED ORIGINAL CONSTRUCTION IN 1971
& ADDITIONAL EXPANSION CONSTRUCTION IN 1986.
WALL
CONSTRUCTION INCLUDED THE FOLLOWING:
SPECIFICATION INFORMATION & REQUIREMENTS.
3 i
5. RECORD
4. RECORD
DWG.'s REVIEWED
INDICATED THE "ORIGINAL" EXISTING C.I.P. REINF. CONCRETE EXTERIOR WALL
a.)
#5
DOWELS FROM THE EXISTING BASE SLAB SPA.
1'-0" O.C. CTR'D IN THE WALL.
o o
m� M o
a.)
CONSTRUCTION INCLUDED
THE FOLLOWING:
b.)
#5
VERTICAL BARS SPA. ®1'-0° O.C. CTR'D IN THE WALL.
#4
o%-
a.) #4
DOWELS FROM THE EXISTING BASE
SLAB SPA. ® 4j" O.C. EACH FACE.
c.)
#5
HORIZONTAL BARS SPA. ® 1'-0" O.C. CTR'D IN THE WALL.
N 0 °' L
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b.) #4
VERTICAL BARS
5-0" LONG SPA.
0 V-6" O.C. EACH FACE.
8.
SYMBOL ON PLANS INDICATES THE SPAN
DIRECTION OF THE GRATING ASSEMBLIES MAIN
N o
c.) #4
f
VERTICAL BARS
"
T-2" LONG SPA.
®1'-6" O.C. EACH FACE INTERMITTENTLY BETWEEN THE
BEARING
BARS. IN GENERAL GRATING ASSEMBLIES ARE
TO BE MANUFACTURED BY REPUTABLE
S o�00
6 5 -0 LONG BARS. VENDORS) EXPERIENCED IN MANUFACTURING THE ASSEMBLIES REQUIRED. GRATING ASSEMBLIES ARE
I -g ;
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d.)
#4
HORIZONTAL BARS SPA. ® 1'-0" O.C. EACH FACE.
TO INCLUDE RECTANGULAR MAIN BEARING BARS, RECTANGULAR CROSS BARS OR RODS, AND
- °'
1-4
o
e.)
#4
HORIZONTAL CORNER BARS SPA. ®1'-0" O.C. EA. FACE, SPLICED w/ THE HORIZONTAL BARS
RECTANGULAR BANDING BARS ALONG PERIMETERS
o o
& FABRICATED w/ 2'-6" LONG LEGS.
OF PANELS & AT OPENINGS. REFERENCE PROJECT
oi�
Q0
5. RECORD
DWG.'s REVIEWED INDICATED THE "EXPANSION" EXISTING C.I.P. REINF. CONCRETE EXTERIOR
SPECIFICATIONS, PLANS, SECTIONS & DETAILS FOR
212
WALL
CONSTRUCTION INCLUDED THE FOLLOWING:
ADDITIONAL INFORMATION & REQUIREMENTS. REV: DESCRIPTION DATE-.*"
o o
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a.)
#4
DOWELS FROM THE EXISTING BASE SLAB SPA. ®4" O.C. EACH FACE.
Y
0 0 ^ N
b.)
#4
VERTICAL BARS SPA. ®8" O.C. EACH FACE.;
t '-
Q og� c.) #5 HORIZONTAL BARS SPA. 0 1'-0" O.C. EACH FACE. SEAL
"0 d.) #? HORIZONTAL CORNER BARS SPA. 0 1'-0" O.C. EA. FACE, SPLICED w/ THE HORIZONTAL BARS 1W SEVIOrk of ED k
1=N" H Cape Fear 24995
S o & FABRICATED w/ ? -? LONG LEGS. '� k; 4
=N > 243 NORTH FRONT STREETPublic' Utility Authority
WILMINGTON, NORTH CAROLINA 28401 Stewardship. Sustafnab(Ifity. Service. `"`"•"`' P..A
o W 0 N TELE: [phone] 'Fx,,A�M„F;t 0 ;1�,IS
�N % FAX: [phone]
� X
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LICENSE: F-1222
CAPE FEAR
PUBLIC UTILITY AUTHORITY
SOUTHSIDE WWTP
UV DISINFECTION SYSTEM
CAPE FEAR PUBLIC UTILITY AUTHORITY
235 GOVERNMENT CENTER DRIVE
WILMINGTON, NC 28403
OFFICE: [phone]
el DATE:
JUNE 2018
SCALE:
AS NOTED
DRAWN BY:
WFB
CHECKED BY:
AWB
PROJECT NO.:
7123-0002
r- __
SHEET NO:
S-2

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13'-7"
STANDING SEAM PROFILE MTL.
ROOF PANELS (SL.)
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Ln 'n (REF. PLAI
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(REF. PLAN)
0'-6" (10.40')
F. PLAN]
EXIST. CONC. WALL
0'-0" (9.90')[*]
ST. 1'-0" & 8" WALLS]
F. PLAN]
FIN. GRADE
EF. CIVIL DWG.'s & FIELD
COORD. AS REQ'D)
EXIST. C.I.P. REINF. CONC.-
EXTR. WALL
1'-0"(*)
1 [REF. PLAN] ■ ' I [REF. PI
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T.O. E IS . CONC. SLAB
EL -7'-6" (2.40')[*] EL -7'-6" (2.40')[*]
Go0
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5'-0"
13'-7"
(REF. PLAN)
r W.P. W.P.
5'-0"
12
AL CS6 PURLINS SPA.
2'-0" O.C. (MAX.)
[TYP.]
T.O. AL BM.
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[REF. PLAN]
AL I8x7.02
ROOF BM. (SL.) r
[REF. PLAN] r
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DBL. AL L3x3xj KNEE BRACE
ASSEMBLIES I
(CTR'D ON COL.'s) [TYP.]
W.P. AL I8x7.02 ROOF BM. _
(REF. PLAN)
W.P.
AL CS8 WALL GIRTS SPA.
® 4'-0" O.C. (MAX.)
AL I12x11.67 COL. AL I12x11.67 COL.
[TYP. U.N.O.]
(REF. PLAN) (REF. PLAN)
EXTR. MTL. WALL PANELS
I
(TYP-)
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AL CS12x8.27 (TYP.)
e A' [SPAN BTWN. COL.'s]
C.I.P. REINF. CONC. PED.
• (REF. DETAIL ?.S-5)
STANDING SEAM PROFILE
MTL.
(REF. PLAN)
.x.
ROOF PANELS
(SL.)
AL CS6 PURLINS SPA.
v
r
2'-0" O.C. (MAX.)
a
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[TYP.]
_N
0
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3
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T.O. ,AL BM.
°
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[REF. PLAN]
0
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4
AL I8.02 ROOF BM. (SL.)
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[REF. PLAN]
r
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AL I8.02 ROOF BM.
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(REF. PLAN)
00
AL I8.02 ROOF BM.
o
(REF. PLAN)
0
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EXTR. MTL. WALL PANELS
S
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AL CS8 WALL GIRTS SPA.
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(REF. PLAN)
[TYP. U.N.O.]
W
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5.S-4
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[REF. PLAN]
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(REF. CIVIL DWG.'s & FIELD
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[SPAN BT4VN. COL.'s]
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0
EXIST. C.I.P.
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E
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C.I.P. REINF. CONC. PED.
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3.S-4
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[REF. NOTE 11 r.
STANDING SEAM PROFILE MTL.
ROOF PANELS (SL.)
r �
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Ln 'n (REF. PLAI
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(REF. PLAN)
0'-6" (10.40')
F. PLAN]
EXIST. CONC. WALL
0'-0" (9.90')[*]
ST. 1'-0" & 8" WALLS]
F. PLAN]
FIN. GRADE
EF. CIVIL DWG.'s & FIELD
COORD. AS REQ'D)
EXIST. C.I.P. REINF. CONC.-
EXTR. WALL
1'-0"(*)
1 [REF. PLAN] ■ ' I [REF. PI
00
f I
,i T.O. EXIST. CONC. SLABX T C
T.O. E IS . CONC. SLAB
EL -7'-6" (2.40')[*] EL -7'-6" (2.40')[*]
Go0
N ■ ■ ■
5'-0"
13'-7"
(REF. PLAN)
r W.P. W.P.
5'-0"
12
AL CS6 PURLINS SPA.
2'-0" O.C. (MAX.)
[TYP.]
T.O. AL BM.
EL 12'-0" (21.90')
[REF. PLAN]
AL I8x7.02
ROOF BM. (SL.) r
[REF. PLAN] r
/ cV
DBL. AL L3x3xj KNEE BRACE
ASSEMBLIES I
(CTR'D ON COL.'s) [TYP.]
W.P. AL I8x7.02 ROOF BM. _
(REF. PLAN)
W.P.
AL CS8 WALL GIRTS SPA.
® 4'-0" O.C. (MAX.)
AL I12x11.67 COL. AL I12x11.67 COL.
[TYP. U.N.O.]
(REF. PLAN) (REF. PLAN)
EXTR. MTL. WALL PANELS
I
(TYP-)
o..
r
ao '
AL CS12x8.27 (TYP.)
e A' [SPAN BTWN. COL.'s]
C.I.P. REINF. CONC. PED.
• (REF. DETAIL ?.S-5)
o EXIST. C.I.P. REINF. CONC. EXIST. C.I.P. REINF. CONC.
M STM. SLAB 1'-0"(*) 5'-5 1/2- '_0 4'-5 1/2- 8"(*) BTM. SLAB 1'-0"(*) 5'-5 1/2- '-0 4'-5 1/2- 8"(*)
o [REF. PLAN] (REF. PLAN) [REF. PLAN] [REF. PLAN] (REF. PLAN) [REF. PLAN]
N 1 - SECTION - THRU UV MOD & CANOPY FRAMING 2 - SECTION - THRU UV MOD & CANOPY FRAMING
co m
M
SCALE: 3/8" = 1'-0" SCALE: 3/8" = 1'-0"
x
fi
N
1'-0" (2) CONT. #4 HORZ. BARS
N) (2) CONT. . #4 HORZBARS TYP#3 DWL.'s w/ 90' HOOKS (REF. NOTE 3)
( .
(HOOKS SHOWN OFFSET FOR CLARITY)
M 2" CLR. (REF. NOTE 3) #3 DWL.'s w/ 90' HOOKS " [REF. NOTE 31
N #4 BARS SPA. ®8 O.C.
(TYP.) CONT." CHAMFER (HOOKS SHOWN OFFSET FOR 'CLARITY)
EA. WAY (® MID -DEPTH)
T.O. CONC. MOD/AL GRATING
X T.O. CONC. MOD AL GRATING [REF. NOTE 3] EL 0'-6" (10.40')
EL 0'-6" (10.40AL BAR GRATING [REF. PLAN]
')
N
[REF. PLAN]
a AL BAR GRATING
itCIOT.O. EXIST. CONC. WALL
#4 DWL.'s SPA. ® 1'-0" O.C. T.O. EXIST. CONC. WALL -
.. [REF. PLAN]
12
(TYP. EA. FACE)L 0'-0- (9.90')[*] GRATING MFG.'s STANDARD AL
M * REF. PLAN FRAME ASSEMBLY REF. NOTE 2 r z .
" v o [ ] GRATING MFG.'s STANDARD AL ( ) M J CAULK & SEAL JT. & INSTALL
#4 HORZ. BARS SPA. CSD 1 -0 O.C. i [�'•]
FRAME ASSEMBLY (REF. NOTE 2) " ° �.
2 3 - WATERPROOF SEALANT
N (TYP. EA. FACE) ° . .*. ° [�•] N v (REF. DETAIL 4.S-4 (SIM.))
N CAULK & SEAL JT. w/' SONNEBORN #4 BARS w/ 90' HOOKS SPA. ® a .
NP1 ELASTOMERIC POLYURETHANE 1'-0" O.C. (EA. FACE)
° .. °.
N T.O. EXIST. CONC. SLAB SEALANT (TYP. EA. FACE) [CONT.] �a ANCHOR DWL.'s TO EXIST. WALL
; EL -7'-6" (2.40')[*]
w/ HILTT-HIT HY200 ADHESIVE
(EMBED 44" (MIN.))
#4 DWL.'s & HORZ. REINF. BARS ° ANCHOR DWL.'s TO EXIST. WALL
a (REF. DETAIL 4.S-4) ° w/ HILTT-HIT HY200 ADHESIVE
a (EMBED 4j" (MIN.))
(2) CONT. BEADS OF GREENSTREAK ANCHOR DWL.'s TO EXIST. SLAB (2) CONT. BEADS OF GREENSTREAK 2"(*) CLR.
LEAKMASTER LV -1 (1 BEAD EA. FACE) LEAKMASTER LV -1 (1 BEAD EA. FACE) (TYP.) 2" CLR. EXIST. REINF. CTR'D IN WALL (*)
m [O/F OF DWL. REINF.] w/ HILA -HIT HY200 ADHESIVE [O/F OF DWL. REINF.] " (TYP.)
o (EMBED 6 (MIN.)) -0"
0
J
T 3 - DETAIL - INTR. CHANNEL B.O. WALL MOD. 4 - DETAIL EXTR. CHANNEL WALL MOD. 5 - DETAIL INTR. CHANNEL T.O. WALL MOD.
3 SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0"
N
O
0
M
o I I
v7
i
0
2 S
NOTE
,>ruetr„
• REV: DESCRIPTION DATE:
obi
1. INSTALL 1'-0" SQ. C.I.P. REINF. CONC. PEDESTAL COL. ANCHORED TO EXIST. WALL & SLAB. REFERENCE
° SECTIONS & DETAILS FOR ADD'L INFO & REQUIREMENTS.
v & CREED
co
2. COAT ALL ALUMINUM SURFACES IN CONTACT w/ CONCRETE w/ BITUMASTIC. _Cape Fear
3. INSTALL BAR & DWL. ASSEMBLIES w/ 2" EXTR. SIDE CLEAR DISTANCE, 1j" TOP CLEAR DISTANCE & 1"
CLEAR DISTANCE FROM EMBEDDED E.O. GRATING ASSEMBLY FRAME. 243 NORTH FRONT STREET Public Utility Authority
N 4. FOR ALL PRODUCTS NOTED, INSTALL IN ACCORDANCE w/ MFG.'S REQUIREMENTS & RECOMMENDATIONS. WILMINGTON, NORTH CAROLINA 28401 Stewardship. Sustainablifity. Service.
5. REFERENCE DWG. S-1 FOR ADDITIONAL GENERAL NOTES, MATERIAL SPECIFICATION INFORMATION & TELE: [phone]
REQUIREMENTS. FAX: [phone]
LICENSE: F-1222
TRUCTURAL
OF FRAMING / UV MODS
CAPE FEAR
PUBLIC UTILITY AUTHORITY
SOUTHSIDE WWTP
UV DISINFECTION SYSTEM
CAPE FEAR PUBLIC UTILITY AUTHORITY
235 GOVERNMENT CENTER DRIVE
WILMINGTON, NC 28403
OFFICE: [phone]
el DATE:
JUNE 2018
SCALE:
AS NOTED
DRAWN BY:
WFB
CHECKED BY-
AWB
Y:AWB
PROJECT N0.
7123-0002
SHEET NO:
S-4
.x.
v
r
..
o
A
o EXIST. C.I.P. REINF. CONC. EXIST. C.I.P. REINF. CONC.
M STM. SLAB 1'-0"(*) 5'-5 1/2- '_0 4'-5 1/2- 8"(*) BTM. SLAB 1'-0"(*) 5'-5 1/2- '-0 4'-5 1/2- 8"(*)
o [REF. PLAN] (REF. PLAN) [REF. PLAN] [REF. PLAN] (REF. PLAN) [REF. PLAN]
N 1 - SECTION - THRU UV MOD & CANOPY FRAMING 2 - SECTION - THRU UV MOD & CANOPY FRAMING
co m
M
SCALE: 3/8" = 1'-0" SCALE: 3/8" = 1'-0"
x
fi
N
1'-0" (2) CONT. #4 HORZ. BARS
N) (2) CONT. . #4 HORZBARS TYP#3 DWL.'s w/ 90' HOOKS (REF. NOTE 3)
( .
(HOOKS SHOWN OFFSET FOR CLARITY)
M 2" CLR. (REF. NOTE 3) #3 DWL.'s w/ 90' HOOKS " [REF. NOTE 31
N #4 BARS SPA. ®8 O.C.
(TYP.) CONT." CHAMFER (HOOKS SHOWN OFFSET FOR 'CLARITY)
EA. WAY (® MID -DEPTH)
T.O. CONC. MOD/AL GRATING
X T.O. CONC. MOD AL GRATING [REF. NOTE 3] EL 0'-6" (10.40')
EL 0'-6" (10.40AL BAR GRATING [REF. PLAN]
')
N
[REF. PLAN]
a AL BAR GRATING
itCIOT.O. EXIST. CONC. WALL
#4 DWL.'s SPA. ® 1'-0" O.C. T.O. EXIST. CONC. WALL -
.. [REF. PLAN]
12
(TYP. EA. FACE)L 0'-0- (9.90')[*] GRATING MFG.'s STANDARD AL
M * REF. PLAN FRAME ASSEMBLY REF. NOTE 2 r z .
" v o [ ] GRATING MFG.'s STANDARD AL ( ) M J CAULK & SEAL JT. & INSTALL
#4 HORZ. BARS SPA. CSD 1 -0 O.C. i [�'•]
FRAME ASSEMBLY (REF. NOTE 2) " ° �.
2 3 - WATERPROOF SEALANT
N (TYP. EA. FACE) ° . .*. ° [�•] N v (REF. DETAIL 4.S-4 (SIM.))
N CAULK & SEAL JT. w/' SONNEBORN #4 BARS w/ 90' HOOKS SPA. ® a .
NP1 ELASTOMERIC POLYURETHANE 1'-0" O.C. (EA. FACE)
° .. °.
N T.O. EXIST. CONC. SLAB SEALANT (TYP. EA. FACE) [CONT.] �a ANCHOR DWL.'s TO EXIST. WALL
; EL -7'-6" (2.40')[*]
w/ HILTT-HIT HY200 ADHESIVE
(EMBED 44" (MIN.))
#4 DWL.'s & HORZ. REINF. BARS ° ANCHOR DWL.'s TO EXIST. WALL
a (REF. DETAIL 4.S-4) ° w/ HILTT-HIT HY200 ADHESIVE
a (EMBED 4j" (MIN.))
(2) CONT. BEADS OF GREENSTREAK ANCHOR DWL.'s TO EXIST. SLAB (2) CONT. BEADS OF GREENSTREAK 2"(*) CLR.
LEAKMASTER LV -1 (1 BEAD EA. FACE) LEAKMASTER LV -1 (1 BEAD EA. FACE) (TYP.) 2" CLR. EXIST. REINF. CTR'D IN WALL (*)
m [O/F OF DWL. REINF.] w/ HILA -HIT HY200 ADHESIVE [O/F OF DWL. REINF.] " (TYP.)
o (EMBED 6 (MIN.)) -0"
0
J
T 3 - DETAIL - INTR. CHANNEL B.O. WALL MOD. 4 - DETAIL EXTR. CHANNEL WALL MOD. 5 - DETAIL INTR. CHANNEL T.O. WALL MOD.
3 SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0"
N
O
0
M
o I I
v7
i
0
2 S
NOTE
,>ruetr„
• REV: DESCRIPTION DATE:
obi
1. INSTALL 1'-0" SQ. C.I.P. REINF. CONC. PEDESTAL COL. ANCHORED TO EXIST. WALL & SLAB. REFERENCE
° SECTIONS & DETAILS FOR ADD'L INFO & REQUIREMENTS.
v & CREED
co
2. COAT ALL ALUMINUM SURFACES IN CONTACT w/ CONCRETE w/ BITUMASTIC. _Cape Fear
3. INSTALL BAR & DWL. ASSEMBLIES w/ 2" EXTR. SIDE CLEAR DISTANCE, 1j" TOP CLEAR DISTANCE & 1"
CLEAR DISTANCE FROM EMBEDDED E.O. GRATING ASSEMBLY FRAME. 243 NORTH FRONT STREET Public Utility Authority
N 4. FOR ALL PRODUCTS NOTED, INSTALL IN ACCORDANCE w/ MFG.'S REQUIREMENTS & RECOMMENDATIONS. WILMINGTON, NORTH CAROLINA 28401 Stewardship. Sustainablifity. Service.
5. REFERENCE DWG. S-1 FOR ADDITIONAL GENERAL NOTES, MATERIAL SPECIFICATION INFORMATION & TELE: [phone]
REQUIREMENTS. FAX: [phone]
LICENSE: F-1222
TRUCTURAL
OF FRAMING / UV MODS
CAPE FEAR
PUBLIC UTILITY AUTHORITY
SOUTHSIDE WWTP
UV DISINFECTION SYSTEM
CAPE FEAR PUBLIC UTILITY AUTHORITY
235 GOVERNMENT CENTER DRIVE
WILMINGTON, NC 28403
OFFICE: [phone]
el DATE:
JUNE 2018
SCALE:
AS NOTED
DRAWN BY:
WFB
CHECKED BY-
AWB
Y:AWB
PROJECT N0.
7123-0002
SHEET NO:
S-4