WQ0044221_Francis_Center_FTSSE_Asbuilts_20240822

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EXISTING PARKING LOT PARKING \ I TRENCH DRAIN I CONNECTION
'OVER 15" RCP I 12
GRATE 667.4f
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EXIST INLET
T/C 668.05
N 664.70
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- - - - E BURIED CABLEI�I
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IN 651.36 N 663.25
OUT 663.24
OUT 651.31 I I m 3
I III
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RIM:671.98
INV: 665.69 PHA T Cn
III I DRIV
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17 /
�- 14 H DRAIN GRATE 673.45±
(10
9' 4'-3' 13'4^
STEPS FRANCIS CENTER
2 STORY BRICK
BUILDING
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XISTING SEWER
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INV:667.00
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META STEPS
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UTILITY REFERENCE NOTES:
0
NOT USED.
2O6" SERVICE WEIGHT CAST IRON SOIL PIPE @ 1/8" / FT MIN SLOPE.
CLEANOUTS TO BE PLACED AT MAX 80' SEPARATION TO THE TOWN
OF ELON STANDARDS. 0
OSANITARY SEWER CLEANOUT IN PAVED AREA,
SEE DETAIL 8, SHEET C-5.0.
OFREEZELESS YARD HYDRANT WITH 1" TYPE W COPPER WATER
SERVICE LINE, AND 1" REDUCED PRESSURE ZONE BACKFLOW 0
PREVENTER. SEE WATER SUPPLY NOTES ON SHEET C-3.2. 5
ONOT USED. p2 Qs
O8" X 4" TAPPING SLEEVE AND VALVE
O4" DI FIRE PROTECTION WATER LINE WITH RESTRAINED JOINTS AND
TRUST BLOCKING TO TOWN OF ELON STANDARDS. SEE TOWN OF
ELON STANDARD DETAILS ON SHEET C-5.1.
4" BACKFLOW PREVENTER IN ABOVE GROUND INSULATED AND
OHEATED ENCLOSURE WITH ELECTRICAL SUPPLY FOR REQUIRED
TEMPERATURE CONTROL DEVICE, PER TOWN OF ELON STANDARD.
SEE TOWN OF ELON STANDARD DETAIL W-7, SHEET C-5.1
O4" FIRE PROTECTION WATER LINE TO BUILDING, SEE PLUMBING PLANS.
0
680
675
670
665
.-C
655
81
APPROXIMATE AREA OF EXISTING UNIVERSITY IRRIGATION WATER
10 SUPPLY LINE, PER UNIVERSITY, GC TO COORDINATE WITH
UNIVERSITY FOR TIE-IN LOCATION.
PROPOSED IRRIGATION WATER LINE, APPROXIMATE LOCATION, GC
TO COORDINATE WITH UNIVERSITY TO LOCATE EXISTING LINE FOR
11 IRRIGATION DESIGN, IRRIGATION WATER LINE LOCATION, AND
IRRIGATION CONTROLLER LOCATION. PROPOSED LINE TO BE
MARKED WITH LOCATER LINE AND TAPE, TAPE TO SAY
NON -POTABLE.
GC TO PROVIDE 2 (TWO) 4" PVC SLEEVES, TYPICAL, TO ACCEPT
12 ELECTRICAL DUCTS/CONDUITS AND IRRIGATION CONDUITS. GC TO
COORDINATE PLACEMENT BEFORE PAVEMENT/SURFACE IS
CONSTRUCTED.
13 GC TO PROVIDE 3/4" WATER SUPPLY LINE FROM BACKFLOW
PREVENTER INSIDE BUILDING, SEE PLUMBING PLANS.
14 GC TO PROVIDE ELECTRICAL SUPPLY TO RECIRCULATION PUMP
FROM BUILDING, SEE ELECTRICAL PLANS
GC TO PROVIDE ELECTRICAL SUPPLY TO LIGHTS, REFER TO
15 HARDSCAPE PLAN AND ELECTRICAL PLAN FOR COURTYARD
LIGHTING IN THIS AREA.
EXISTING SANITARY SEWER LINE. GC TO COORDINATE WITH TOWN
16 OF ELON TO VIDEO AND DETERMINE CONDITION PRIOR TO LEAVING
IN PLACE.
17 GC TO PROVIDE ELECTRICAL SUPPLY TO CHARGING STATION
SHOWN ON H-1.0, SEE ELECTRICAL PLANS
PLAN SCALE: 1"=40'
■■■■■
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SCALE:
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FORCE MAIN PROFILE:
I II I T r
I I I m CONTROL BOX FOR PUMP
rn STATION. SEE DETAIL ON
U) SHEET C-3.1. FRANCIS CENTER
EXIST INLET I I I� J EXISTING 2 STORY BRICK
T/C 668.79 I o 0 BRICK BUILDING UTILITY
1 IN 661.41 c- 7 / ANNEX
1 OUT 661.36 I I I I I VENT FOR PUMP EX. SSMH (PRIVATE)
STATION. SEE RIM: 675.68 /
I 11 I I <4 > DETAIL ON SHEET NEW INV.IN: 670.88
E BRICC-3.1^ EX. INV.OUT:669.75
I I I I 3 E E E E E
I
I I I I RIM: 669. 5 ,moo ELECTRICAL SERVICE TO EC AND AC
1 INV: 664.45 Q m \ ELECTRICAL SERVICE TO BUILDING. REFER TO PLANS
1 I i I I FROM PME FOR EXACT LOCATION OF BUILDING
10+00 A \ PENETRATION
M
I I I I INV: 664.0
1 I m PUMP STATION. E ICVI\\
SEE DETAIL ON \ SS \ S
SHEET C-3.1. \
BR �INALK
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1 I I Q EXIST SAN \ \
Un a- � 00 SEWER SERVICE LITE 675.75
1 15" RCP
INV. 662.77 11 I I I W Q TO REMAIN
C
II
I \S EXISTING PARKING LOT
BURIED
1 I ABLE 15" RCP Z� oo \
1 WARNING CPOST G IN 665.62 8 \
Q / - T- - - - - T O
OUT 665.30 \ SS
15 RCPMETAL ME 0 \ \ \
\ SS
- - - - T - - - - / BANNER BANNER \
_ QPOST QPOST \
X I ST. CONC. APRON T/C 665.75
_ Ex I ST I IN(N) 659.77 L-K RIM 666.45 EX I ST • C� - - - T- - - - - T- - - -S
- W INV 663.03
- - W - - - - - - IN(S) 656.94 _ -
----G-----G-� --G- OUT 656.83 G- W---W-----W-----
�MET G - T/C 665.65--W-----W--- �8» RCP
CONC. CURB & At_663.65- - - - -
GUTTER (T y p . ANNER N v - - - - - - - - G - - - - - G - - POST T/C 665.79 18" RCP; GRATE 666.71
77 IN(E) 9.84 OUTLET NOT NV 664.60 R
n INV 659.84 FOUND (60"PUBLIC
/W) GRATE 671.11
U ASPHALT OUT 668.72
STREET E. HAGGARD
AVE.
I
[N.C. HIGHWAY 100]
I
--o - - - 48" RCP
m - - - -INV. 658.02'
North
675
- EX. SSMH (PRIVATE) Q
RIM: 675.68
NEW INV.IN = 670.88
C/L INV = 669.75
- CLEANOUT AND COMBINATION WYE, 6" x
1.5" BUSHING AND 1/8 BEND
670
H. 40 PVC @ 1.0% MIN.
UN ON
JG
665
..1
655
80
20 0 20 40 60
SCALE: 1" = 20'
RUND
a r c h i t e c t s
RN D Architects, PA
3608 University Drive, Suite 204
Durham, INC 27707
T 919.490.1266
www.RN Darchitects.com
In Association with
stimmel
LANDSCAPE ARCHITECTURE
CIVIL ENGINEERING
LAND PLANNING
601 N. TRADE STREET, SUITE 200
WINSTON-SALEM, NC 27101
P: 336.723.1067
www.stimmelpa.com
Professional Seals
BID
DOCUMENTS
FOR
CONSTRUCTION
NCBEES CERT. NO.: C-1347
`,,��1111111���
% CARO,, ',,
SEAL r'
14985
08/21/2024
L TVG�.,'�.
fill, 11%
ELON
U N I V E R S I T Y
Francis Center
Health Sciences
Renovation
762 East Haggard Ave., Elon, INC
Key Plan
1Q 08/18/2021
TOWN TRC COMMENTS
Q2 09/23/2022
PUMP STATION
p3 10/31/2022
PUMP STATION
2L 02/09/2023
WET WELL ELEV. REVS.
p5 03/10/2023
1 IN. WATERLINE ADD.
p 05/26/2023
B006 REROUTE FORCE MAIN
1& 08/18/2023
EX. SEWER LOCATION UPDATE
A 08/21/2024
GRAVITY SEWER / PUMP STATION
RECORD DRAWING
© RN D Architects, PA.
These drawings and specifications are instruments of
service and as such remain the property of the architect.
Their use is restricted to the original site for which they
were prepared and publication there -of is expressly limited
tosuchuse. Re -use, reproduction, or publication by any
method, in whole or in part, is prohibited.
Original drawing is 30" x 42". Do not scale contents of this
drawing.
Project Number: 2105
Drawn: RR
Checked: TJ
Date: 07/09/21
Sheet Title
UTILITY PLAN
Sheet Number
C�300

RND
a r c h i t e c t s
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I 2'-0" 1 2'-0"
30" CLEAR
OPENING
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30" x 30" ALUMINUM
WET WELL ACCESS
HATCH
VERIFY DIMENSION NEEDED TO
ENSURE ADEQUATE CLEARANCES
FOR PUMP REMOVAL THROUGH
HATCH OPENING.
CL WET WELL
CL VAULT
48"X 48" ALUMINUM
ACCESS HATCH
CONCRETE VALVE
U U U U U
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UUU�UUUU
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2'-0" 2'-0"
PRECAST CONCRETE
WET WELL
LT
0
N
0
N
PUMP STATION TOP PLAN VIEW
CONDUIT
WIRING ANC
SEE ELEC
CL WET WELL/CL VAUL
SEWAGEPUM
DISCHARGE A
SYSTEM (2 EA
PUMP STATION
SECTIONAL PLAN VIEW
N.T.S.
EXISTING ASPH/
PAVEME
4" VENT DETAIL
N.T.S.
VENT FROM PUMP STATION
PUMP STATION SECTION VIEW
N.T.S.
IOWA® hydrants are intended for irrigation purposes and WOODFORD
used for filling field spray equipment, cleaning tools and
equipment, lawn and garden care, watering livestock - immediate water flow even in sub zero temperatures. F%PrPrZPrIPrSS \Ime
Specifications: IOWA® Yard Hydrant
Female Inlet: Model Y34 1" NPT Model Y34 & Y 1
Model Y1 - NPT
Casing: Model Y34 - 1" Galvanized Steel Pipe Galvanized Steel Pipe Standard
Model Y1 - 1 %" Galvanized Steel Pipe Optional Add SS - Stainless Steel
Operating Rod: W Galvanized Steel Pipe Optional Add BR - Brass
Drain Hole: Tapped - %" N.P.T.
Removable Nozzle: %" Brass Male Hose Nozzle
Optional At Additional Cost:
1" Brass Pipe Outer Casing
W Brass Pipe Operating Pipe
Y34 ONLY:
1" Stainless Steel Outer Casing
W Stainless Steel Operating Pipe
1" NPSH Hose Nozzle
Features:
• Adjustable Link - Provides easy and positive
adjustment of the lever lock tension.
• Rod Guide - Eliminates side pull on rod, reduces
wear on packing, packing nut & stem.
• Flow Finder and Lock -A simple cam that can beset to
automatically obtain the same flow each time or lock against
accidental opening.
• Long Life Packing - Graphite packing for lubricity and
long life.
• One Piece Variable Flow Plunger - Large cushion
type seal for longer life - is not easily damaged and
assures shut-off even when foreign particles are present.
Automatic drain feature - plunger opens drain to prevent
freezing - closes at any flow to prevent wasting water.
• Maintenance & Repair - Woodford has manufactured
the IOWA' hydrant since 1929, and although many
improvements have been made through the years, all parts
are interchangeable. All repairs can be made from top of
unit without removing hydrant from the ground.
• Maximum Working Pressure: 125 p.s.i.
• Maximum Temperature: 120o F
SHIPPING WEIGHT
Bury Depth (Ft) 1 2 3 4 5 6' 7'
Model Y34 (Lbs) 15 17 19 22 24 26 28
Model Y1 (Lbs) 18 20 22 25 28 31 34
'Must ship by truck line due to length
Rough -In
27 1 /2"
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ry
When ordering, specify model and bury depth.
02017 WOODFORD Mfg. Rev. 07/17 Form No. Y34.106
FREEZELESS YARD HYDRANT
SCALE: NTS
ALL ELECTRICAL CABLES AND ELECTRICAL CONDUIT PENETRATING
INTO THE WET WELL SHALL BE PROVIDED WITH WATER -TIGHT AND
GAS -TIGHT SEALS, AND SHALL BE CORROSION -PROOF. ALL
CONNECTED ELECTRICAL ENCLOSURES SHALL ALSO BE SEALED
WATER -TIGHT AND GAS -TIGHT TO MEET THE REQUIREMENTS OF
NFPA 70. CABLES AND WIRING SHALL HAVE STRAIN -RELIEF
MECHANISMS OR MEASURES, SEPARATE FROM SEALS.
NOTE:
1. YARD HYDRANT SHALL BE WOODFORD
MODEL Y1
4" THICK 4,000 PSI CONCRETE
18" x 18" SQUARE CONCRETE PAD
III i III I hIII
1 CF#57
WASHED STONE
vm
NI _-------------
12" 1 TYPE K, 1-1 " DIAMETER COPPER WITH
THREADED TO COMPRESSION FITTING AT
HYDRANT.
CONTROL PANEL SHOWN HERE IS
ALARM LIGHT SCHEMATIC. SEE UTILITY PLAN FOR
ACTUAL LOCATION OF PANEL.
CONTROL PANEL SEE SHEET C-3.2 FOR ELECTRICAL
(SEE SPECS.) REQUIREMENTS
z
EXISTING LANDSCAPE AREA
LO
FROM POWER SOURCE
CONDUIT & CABLE TO PUMPS & FLOATS
PUMP STATION
CONTROL PANEL
N.T.S.
RND Architects, PA
3608 University Drive, Suite 204
Durham, NC 27707
T 919.490.1266
www.RNDarchitects.com
In Association with
stimmel
LANDSCAPE ARCHITECTURE
CIVIL ENGINEERING
LAND PLANNING
601 N.TRADE STREET, SUITE 200
WINSTON-SALEM, NC 27101
P: 336.723.1067
www.stimmelpa.com
Professional Seals
BID
DOCUMENTS
FOR
CONSTRUCTION
NCBEES CERT. NO.: C-1347
CARO
T SEAL`
14985
08/21/2023
`! •.cciyG I
��'�•NFA L11111,11,1110
T�C�
ELON
U N I V E R S I T Y
Francis Center
Health Sciences
Renovation
762 East Haggard Ave., Elon, NC
Key Plan
1Q 10/31/22
PUMP STATION
Q2 02/08/23
PUMP CONTROL ELEV.
REVS, INCOMING
SERVICE REVS.
A 08/21/24
RECORD DRAWING
© RND Architects, PA.
These drawings and specifications are instruments of
service and as such remain the property of the architect.
Their use is restricted to the original site for which they
were prepared and publication there -of is expressly limited
to such use. Re -use, reproduction, or publication by any
method, in whole or in part, is prohibited.
Original drawing is 30" x 42". Do not scale contents of this
drawing.
Project Number: 2105
Drawn: KDB
Checked: JNT
Date: 09/23/2022
Sheet Title
PUMP STATION
DETAILS
Sheet Number
C�301

PUMP STATION GENERAL NOTES
RND
a r c h 1 t e c t s
E
I
0
1. ALL PUMP STATION AND FORCE MAIN CONSTRUCTION SHALL CONFORM TO 15A NCAC 2T .0305 OF THE NCDENR STANDARDS.
2. THE PUMP STATION IS PRIVATE AND IS TO BE MAINTAINED BY THE OWNER.
3. THE CONTRACTOR SHALL VISIT THE SITE TO INFORM HIMSELF AND TO VERIFY EXISTING CONDITIONS PRIOR TO SUBMITTING HIS BID. ANY DISCREPANCY BETWEEN THE SITE
CONDITIONS AND THOSE REPRESENTED ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER AND THE ENGINEER IMMEDIATELY.
4. ALL EXISTING UTILITIES OR STRUCTURES INDICATED ON THE DRAWINGS ARE BASED ON AVAILABLE INFORMATION OF RECORD AND FIELD SURVEY, BUT SHOULD BE REGARDED AS
APPROXIMATE. THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN HEREON AND ANY OTHER EXISTING LINES NOT OF
RECORD OR NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ARRANGEMENTS FOR THE PROTECTION, RELOCATION OR REMOVAL OF
CONFLICTING EXISTING UTILITIES AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES RESULTING FROM HIS FAILURE TO LOCATE AND PRESERVE ANY AND ALL
UNDERGROUND UTILITIES. BEFORE STARTING WORK THE CONTRACTOR SHALL CONTACT ULOCO AT 1 [phone] TO HAVE ALL EXISTING UTILITIES LOCATED.
5. LOCATION AND ELEVATIONS OF IMPROVEMENTS, TO BE MET OR CROSSED BY WORK, SHALL BE CONFIRMED BY FIELD MEASUREMENT, SUFFICIENTLY AHEAD OF CONSTRUCTION TO
PERMIT REVISIONS TO THE PLANS, IF REVISIONS ARE NECESSARY DUE TO ACTUAL LOCATION OF EXISTING UTILITIES.
6. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY
OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND,
INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT,
EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
7. THE CONTRACTOR SHALL VERIFY THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED FROM THE APPROPRIATE AUTHORITIES BEFORE BEGINNING WORK ON THE
PROJECT.
8. THE CONTRACTOR SHALL CONTACT THE CITY OF WINSTON-SALEM ENGINEERING INSPECTIONS DEPARTMENT PRIOR TO MAKING THE TAP TO THE PUBLIC SEWER SYSTEMS.
9. AS-BUILTS FOR THE PUMP STATION AND FORCE MAIN WILL BE REQUIRED UPON COMPLETION OF CONSTRUCTION AND PRIOR TO PLACING THE PUMP STATION INTO SERVICE.
�-111Ni1�-1!4
1. THE PUMP STATION SHALL BE A DUPLEX GRINDER PUMPING SYSTEM WITH MYERS MODEL WG20F PUMPS, OR EQUAL.
2. THE PUMPS SHALL BE OF THE CENTRIFUGAL TYPE WITH AN INTEGRALLY BUILT IN GRINDER UNIT AND SUBMERSIBLE MOTOR. THE GRINDER UNIT SHALL BE CAPABLE OF MACERATING
ALL MATERIAL IN NORMAL DOMESTIC AND COMMERCIAL SEWAGE INCLUDING REASONABLE AMOUNTS OF FOREIGN MATERIAL SUCH AS SMALL WOOD, STICKS, PLASTIC, THIN RUBBER,
SANITARY NAPKINS, DISPOSABLE DIAPERS AND THE LIKE TO A FINE SLURRY THAT WILL PASS FREELY THROUGH THE PUMP AND 1 1/2" DISCHARGE PIPE.
3. EACH PUMP SHALL BE CAPABLE OF DELIVERING 62 GPM AT 29 FEET TDH AT 3450 RPM.
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4. THE PUMP MOTORS SHALL BE OF THE TOTALLY ENCLOSED, SUBMERSIBLE, SQUIRREL CAGE INDUCTION TYPE RATED AT 2.0 HORSEPOWER AT 3450 RPM, 60 Hz.
5. THE PUMP MOTORS SHALL BE THREE PHASE 200 VOLTS. MOTORS SHALL BE CAPACITOR START, CAPACITOR RUN, NEMA B TYPE.
6. STATOR WINDING SHALL BE OF THE OPEN TYPE WITH CLASS F INSULATION GOOD FOR 155 DEG. C (311 DEG F) MAXIMUM OPERATING TEMPERATURE. WINDING HOUSING SHALL BE
FILLED WITH A CLEAN HIGH DIELECTRIC OIL THAT LUBRICATES BEARINGS AND SEALS AND TRANSFERS HEAT FROM WINDINGS AND ROTOR TO OUTER SHELL. AIR -FILLED MOTORS SHALL
NOT BE CONSIDERED EQUAL. THE STATOR SHALL BE HEAT SHRUNK INTO THE MOTOR HOUSING.
7. MOTORS SHALL HAVE TWO HEAVY DUTY BALL BEARINGS TO SUPPORT THE PUMP SHAFT AND TAKE RADIAL AND THRUST LOADS AND A SLEEVE GUIDE BUSHING DIRECTLY ABOVE THE
LOWER SEAL TO TAKE RADIAL LOAD AND ACT AS A FLAME PATH FOR SEAL CHAMBER. BALL BEARINGS SHALL BE DESIGNED FOR 50,000 HOURS B-10 LIFE.
8. A HEAT SENSOR THERMOSTAT SHALL BE ATTACHED TO THE TOP END OF THE MOTOR WINDING AND SHALL BE CONNECTED IN SERIES WITH THE MAGNETIC CONTACT COIL IN THE
CONTROL PANEL TO STOP MOTOR IF MOTOR WINDING TEMPERATURE REACHES 221 DEG F. THERMOSTAT SHALL RESET AUTOMATICALLY WHEN MOTOR COOLS.
9. THE COMMON MOTOR PUMP AND GRINDER SHAFT SHALL BE OF #416 STAINLESS STEEL, THREADED TO ACCEPT PUMP IMPELLER AND GRINDER IMPELLER.
CCAI C-
10. MOTOR SHALL BE PROTECTED BY TWO MECHANICAL SEALS MOUNTED IN TANDEM WITH A SEAL CHAMBER BETWEEN THE SEALS. SEAL CHAMBER SHALL BE OIL FILLED TO LUBRICATE
THE SEAL FACE AND TO TRANSMIT HEAT FROM SHAFT TO OUTER SEAL.
11. SEAL FACE SHALL BE CARBON AND CERAMIC AND LAPPED TO A FLATNESS OF ONE LIGHT BAND.
12. A DOUBLE ELECTRODE SHALL BE MOUNTD IN THE SEAL CHAMBER TO DETECT ANY WATER ENTERING THE CHAMBER THROUGH THE LOWER SEAL. WATER IN THE CHAMBER SHALL
CAUSE A LIGHT TO TURN ON IN THE CONTROL PANEL. THIS SIGNAL SHALL NOT STOP THE MOTOR, BUT SHALL ACT AS A WARNING ONLY, INDICATING SERVICE IS REQUIRED.
PUMP IMPELLER:
13. THE PUMP IMPELLER SHALL BE OF THE RECESSED TYPE TO PROVIDE AN OPEN, UNOBSTRUCTED PASSAGE THROUGH THE VOLUTE FOR THE GROUND SOLIDS. IMPELLER SHALL BE
OF 316 STAINLESS STEEL / CF8M AND SHALL BE THREADED ONTO THE STAINLESS STEEL SHAFT. MINIMUM IMPELLER DIAMETER SHALL BE 3-3/4". ENCLOSED OR SEMI -OPEN IMPELLERS
WHICH MAY BECOME OBSTRUCTED DURING GRINDING OR ADD EXCESSIVE RADIAL LOADS SHALL NOT BE CONSIDERED AS EQUAL.
GRINDER CONSTRUCTION:
14. GRINDER ASSEMBLY SHALL CONSIST OF A SINGLE ROTATING GRINDER IMPELLER AND A SINGLE STATIONARY SHREDDING RING MOUNTED DIRECTLY BELOW THE PUMP VOLUTE
INLET. GRINDER IMPELLER SHALL THREAD ONTO THE SHAFT AND SHALL BE LOCKED WITH A SCREW AND WASHER. SHREDDING RING SHALL BE HELD IN PLACE BY A STEEL RETAINING
CLAMP. BOTH SHREDDING RING AND GRINDER IMPELLER SHALL BE REMOVABLE WITHOUT DISMANTLING THE PUMP. NO ADJUSTMENT OF THE GRINDER ASSEMBLY SHALL BE
NECESSARY FOR PROPER GRINDER OPERATION. MULITPLE GRINDER IMPELLER ASSEMBLIES REQUIRING INITIAL OR PERIODIC AXIAL ADJUSTMENT FOR PROPER OPERATION SHALL NOT
BE CONSIDERED EQUAL. GRINDER IMPELLER AND SHREDDING RING SHALL BE MADE OF 440C STAINLESS STEEL HARDENED TO ROCKWELL 58 - 60 RATING.
LIFT OUT RAIL SYSTEM SPECIFICATIONS
COMPONENTS
EACH LIFT -OUT RAIL SYSTEM SHALL CONSIST OF: A DUCTILE IRON DISCHARGE BASE, CAST IRON PUMP ATTACHING AND SEALING PLATE, STAINLESS
STEEL PUMP GUIDE PLATE, AND CAST IRON ALL EXPOSED NUTS, BOLTS, AND FASTENERS SHALL BE OF 300 SERIES STAINLESS STEEL.
SEALING
A SEALING PLATE SHALL BE ATTACHED TO THE PUMP. A SIMPLE DOWNWARD SLIDING MOTION OF THE PUMP AND GUIDE PLATE ON THE GUIDE RAILS
SHALL CAUSE THE UNIT TO BE AUTOMATICALLY CONNECTED AND SEALED TO THE BASE. THE MATING FACES OF THE SEALING PLATE AND BASE SHALL
BE MACHINED TO PROVIDE A METAL -TO -METAL, LEAK -PROOF SEAL AT ALL OPERATING PRESSURES.
GUIDE RAILS
TWO RAIL PIPES SHALL BE USED TO GUIDE THE PUMP FROM THE SURFACE TO THE DISCHARGE BASE CONNECTION. THE GUIDE RAILS SHALL BE 2 INCH
SCHEDULE 40 STAINLESS STEEL PIPE. THE WEIGHT OF THE PUMP SHALL BEAR SOLELY ON THE DISCHARGE BASE AND NOT ON THE GUIDE RAILS. RAIL
SYSTEMS WHICH REQUIRE THE PUMP TO BE SUPPORTED BY LEGS WHICH MIGHT INTERFERE WITH THE FLOW OF SOLIDS INTO THE PUMP SUCTION WILL
NOT BE CONSIDERED EQUAL. THE GUIDE RAIL SHALL BE FIRMLY ATTACHED TO THE ACCESS HATCH FRAME. SYSTEMS DEEPER THAN 21 FEET SHALL
USE AN INTERMEDIATE GUIDE FOR EACH 21 FEET OF WET WELL DEPTH.
LIFTING CHAIN
AN ADEQUATE LENGTH OF GALVANIZED OR STAINLESS STEEL LIFTING CHAIN SHALL BE SUPPLIED FOR REMOVING THE PUMP. THE CHAIN SHALL BE OF
SUFFICIENT LENGTH AND SHALL INCLUDE AN ADEQUATE NUMBER OF LIFTING RINGS FOR EASY REMOVAL.
FORCE MAIN NOTES:
1. FORCE MAIN CONSTRUCTION SHALL COMPLY WITH THE LATEST EDITION OF 15A NCAC 2T'WASTE NOT DISCHARGED TO SURFACE
WATERS' REGULATIONS, THE NCDEQ'MINIMUM DESIGN CRITERIA FOR THE PERMITTING OF PUMP STATIONS AND FORCE MAINS',
AND TOWN OF ELON STANDARDS & SPECIFICATIONS.
2. THE FORCE MAIN SHALL BE SHC. 40 PVC WITH SOLVENT WELDED JOINTS UNLESS OTHERWISE SHOWN ON THE DRAWINGS. THE
NEW FORCE MAIN SHALL BE CONNECTED TO THE TIE-IN CLEANOUT BY MEANS OF A WYE FITTING.
3. A SOLID COPPER -CLAD STEEL TRACER WIRE OF #12 GAUGE (OR LARGER) WITH A 30 MIL GREEN HIGH DENSITY POLYETHYLENE
(HDPE) INSULATION SHALL BE INSTALLED WITH ALL BURIED PLASTIC PVC FORCE MAINS. THE TRACER WIRE SHALL BE INSTALLED
DIRECTLY OVER AND ON THE CENTER OF THE PIPE. WIRE NUT SPLICES SHALL NOT BE ALLOWED. AFTER INSTALLATION, THE
TRACER WIRE SHALL BE TESTED FOR CONTINUITY. THE TRACER WIRE SHALL BE CONSIDERED ACCEPTABLE WHEN A
CONTINUOUS NON -INTERRUPTED READ IS OBTAINED FOR THE ENTIRE LENGTH OF THE PIPE LINE. THE TRACER WIRE SHALL
EXTEND FROM THE VALVE VAULT TO THE SEWER SERVICE CLEANOUT AT THE TIE-IN MANHOLE. A 6" WIDE IDENTIFICATION TAPE
PRINTED WITH THE WORDING "SEWER" SHALL BE INSTALLED 18 INCHES ABOVE THE PIPE.
4. DISCHARGE PIPES WITHIN THE WET WELL AND VALVE VAULT SHALL BE SCH. 40 PVC WITH SOLVENT WELDED JOINTS.
5. THE FORCE MAIN SHALL BE LEAKAGE TESTED FROM THE BALL VALVES IN THE PUMP DISCHARGE LINES TO THE TIE-IN POINT AT
THE DOWNSTREAM CLEANOUT. TESTING SHALL BE PERFORMED AS SPECIFIED IN THE'PUMP STATION TESTING AND START-UP'
NOTES ON THIS SHEET.
6. ALL TESTING SHALL BE WITNESSED BY THE ENGINEER. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 48 HOURS PRIOR TO
TESTING.
SUBMERSIBLE WATER LEVEL SENSOR & PUMP CONTROLLER
1. CONTRACTOR SHALL PROVIDE NON -MERCURY MECHANICAL FLOAT SWITCHES, SUCH AS ANCHOR SCIENTIFIC, ECO-FLOAT, OR EQUAL TO
DETECT WASTEWATER LEVELS WITHIN THE WET WELL.
2. THE WASTE WATER LEVEL SENSING EQUIPMENT SHALL BE USED TO INDICATE THE FOLLOWING LEVELS AND OPERATE THE PUMP STATION
ACCORDINGLY: LOW WATER (ALARM), PUMP OFF, LEAD PUMP ON, LAG PUMP ON, HIGH WATER (ALARM).
3. WET WELL INSTALLED FLOATS SHALL EXHIBIT THE FOLLOWING COLOR CODE:
3.1. LOW LEVEL ALARM CABLE MUST BE COLOR CODED BROWN AT MOUNTING HOOK
3.2. HIGH LEVEL ALARM CABLE MUST BE COLOR CODED YELLOW AT MOUNTING HOOK
3.3. THE ABOVE COLOR CODING CAN BE ACCOMPLISHED BY USING COLORED TAPE ON FLOAT SWITCHES
3.4. FLOAT BRACKET MUST HAVE 12 INCHES BETWEEN HOOKS.
ELECTRICAL SERVICE REQUIREMENTS
PROVIDE SERVICE SIZED FOR (2) PUMPS OPERATING SIMULTANEOUSLY. PUMP HORSEPOWER AND ELECTRICAL INFORMATION ARE LISTED
ABOVE. FOR THREE PHASE, 208 VOLT PUMP, FULL LOAD AMPERAGE IS 9.5 AMPS, LOCKED ROTOR AMPERAGE IS 30.OA PER MANUFACTURER'S
LITERATURE. CONTRACTOR IS RESPONSIBLE FOR CONFIRMING VOLTAGE AND AMPERAGE PRIOR TO INSTALLING SERVICE.
WET WELL & VALVE VAULT NOTES:
CORROSION PROTECTION:
1. WET WELL SHALL HAVE MONOLITHIC BOTTOM SECTION AT LEAST 1 FOOT HIGH ABOVE THE BASE INVERT AND SHALL BE CONSTRUCTED
TO THE DIMENSIONS AS SHOWN ON THE DRAWINGS. STRUCTURE DESIGN SHALL CONFORM TO ASTM C-478. SHOP DRAWINGS SHALL BE
SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN NORTH CAROLINA.
15. ALL IRON CASTINGS SHALL BE PRE-TREATED WITH PHOSPHATE AND CHROMIC RINSE AND BE PAINTED BEFORE MACHINING. ALL MACHINED SURFACES EXPOSED TO THE SEWAGE
WATER SHALL BE REPAINTED. ALL FASTENERS SHALL BE 302 STAINLESS STEEL.
2. VALVE VAULT SHALL HAVE MONOLITHIC BOTTOM SECTIONS EXTENDING TO A HEIGHT 1 FOOT MINIMUM ABOVE THE TOP OF THE BOTTOM
PIPE PENETRATIONS. IF THE STRUCTURE MUST BE FABRICATED IN SECTIONS, THE JOINTS BETWEEN SECTIONS SHALL BE HORIZONTAL.
BEARING END CAP:
SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN NORTH CAROLINA.
3. VALVE VAULT SHALL DESIGNED IN ACCORDANCE WITH ASTM C-858.
16. THE UPPER MOTOR BEARING CAP SHALL BE A SEPARATE CASTING FOR EASY MOUNTING AND REPLACEMENT.
4. CONCRETE COMPRESSIVE STRENGTH SHALL BE 4,000 PSI AT 28 DAYS MINIMUM. STEEL REINFORCING SHALL BE GRADE 60 REBAR
POWER CABLES:
CONFORMING TO ASTM A-615, WELDED WIRE FABRIC CONFORMING TO ASTM A-185 OR DRAWN WIRE CONFORMING TO ASTM A-82, OR A
COMBINATION THEREOF. TOP SLABS WHEN USED, SHALL BE SATISFACTORY FOR H-20 HIGHWAY LOADING.
17. POWER AND CONTROL CABLES SHALL BE DOUBLE SEALED. THE POWER AND CONTROL CONDUCTORS SHALL BE SINGLE STRAND SEALED WITH EPDXY POTTING COMPOUND AND
THEN CLAMPED IN PLACE WITH A RUBBER SEAL BUSHING TO SEAL OUTER JACKET AGAINST LEAKAGE AND TO PROVIDE FOR STRAIN PULL. CORDS SHALL WITHSTAND A PULL OF 300
5. JOINTS SHALL BE WATERTIGHT AND CONFORM TO EITHER THE LATEST ASTM C-478 SPECIFICATIONS FOR SECTIONS JOINTS DESIGNED
POUNDS TO MEET UL REQUIREMENTS.
FOR COLD APPLIED SEALING COMPOUND. SEALING COMPOUND SHALL BE CPS-210 AS MANUFACTURED BY CONCRETE PRODUCTS
SUPPLY COMPANY OR CS-102 AS MANUFACTURED BY CONCRETE SEALANTS OR EQUAL. A CERTIFICATE OF COMPLIANCE SHALL BE
18. INSULATION OF POWER AND CONTROL CORDS SHALL BE TYPE SCOW. BOTH POWER AND CONTROL CORDS SHALL HAVE A GREEN CARRIER GROUND CONDUCTOR THAT ATTACHES
SUPPLIED BY THE MANUFACTURER STATING THE MATERIAL CONFORMS TO THE APPLICABLE STANDARDS.
TO THE MOTOR FRAME.
6. PARGE AND FILL ALL INTERIOR JOINTS, LIFT PIN HOLES AND PENETRATIONS WITH A NON -SHRINK GROUT AND WRAP EXTERIOR JOINTS
WITH JOINT WRAP MATERIAL. EXTERIOR JOINT WRAP MATERIAL SHALL BE AN EXTRUDED BUTYL RUBBER ADHESIVE TAPE WITH A SOFT,
TACKY SURFACE THAT WILL READILY STICK TO THE EXTERIOR SURFACE OF THE STRUCTURE. MATERIAL SHALL COMPLY WITH ASTM
E-1745, C-877 (TYPE III), AND C-990. THE JOINT WRAP SHALL HAVE AN EPDM RUBBER BACKING. JOINT WRAP MATERIAL SHALL BE 12
CONTROL PANEL
INCHES WIDE. USE SURFACE PRIMER FOR THE JOINT EXTERIOR AS RECOMMENDED BY THE MANUFACTURER. JOINT WRAP SHALL BE
EZ-WRAP BY PRESS SEAL, CS-212 BY CONSEAL OR EQUAL.
1. A NEMA 4X FIBERGLASS CONTROL PANEL SHALL BE FURNISHED WITH EACH PUMPING UNIT, TO BE INSTALLED AS SHOWN ON THE PLANS.
7. POINTS OF EXIT AND ENTRY FOR ALL PIPE SHALL BE PROVIDED WITH FLEXIBLE SLEEVES AND ALL STAINLESS STEEL EXPANSION RINGS
2. THE CONTROL PANEL ENCLOSURES SHALL BE MOLDED OF GLASS REINFORCED POLYESTER RESINS WHICH ARE CHEMICALLY RESISTANT TO CORROSIVE ATMOSPHERES. THE RESIN
AND TAKE UP CLAMPS IN ACCORDANCE WITH ASTM C-923. POINTS OF EXIT AND ENTRY FOR POWER AND CONTROL WIRING CONDUIT
SYSTEM SHALL BE PIGMENTED TO IMPART A GRAY COLOR TO THE ENCLOSURE AND BE RESISTANT TO ULTRAVIOLET LIGHT.
SHALL BE SEALED USING A WATER -TIGHT SEALANT.
3. THE RESIN SYSTEM SHALL ALSO INCLUDE A FLAME RETARDANT TO OBTAIN A FLAMMABILITY RATING WHICH MEANS U.L. 94V-0. HEAT DISTORTION TEMPERATURE SHALL BE 350 DEGREES
8. INVERT FILLET IN WET WELL SHALL BE PLACED IN THE FIELD AFTER SETTING THE PUMPS.
FAHRENHEIT.
9. ACCESS HATCH: WET WELL AND VALVE VAULT ACCESS HATCHES SHALL HAVE (MIN.) MILL FINISH EXTRUDED ALUMINUM CHANNEL
4. THE ENCLOSURES SHALL BE OF ONE PIECE, WEATHERPROOF CONSTRUCTION WITH SMOOTH, ROUNDED COMERS AND SHALL BE CONSTRUCTED TO HAVE A SMOOTH EXTERIOR AND
FRAME WITH ALUMINUM DIAMOND TREAD PLATE COVER. FRAME AND COVER SHALL BE REINFORCED FOR H-20 WHEEL LOADING.
INTERIOR. THE ENCLOSURE SHALL BE FITTED WITH A CLOSED CELL NEOPRENE GASKETED COVER. THE ENCLOSURE SHALL BE PROVIDED WITH BACK PANEL MOUNTING PROVISIONS.
FRAME SHALL HAVE CONCRETE ANCHORS FOR CASTING INTO TOP SLAB. HATCH SHALL HAVE TYPE 316 STAINLESS STEEL HINGES,
LATCH, SPRING ASSIST, AUTO -LOCK HOLD OPEN ARM WITH RELEASE HANDLE AND HARDWARE. HATCH SHALL HAVE DRAINAGE
5. THE COVER SHALL BE HINGED WITH A HEAVY DUTY CORROSION RESISTANT STAINLESS STEEL PIANO HINGE. THE COVER SHALL BE LOCKABLE BY MEANS OF TWO (2) HIGH QUALITY
CHANNEL AND DRAIN COUPLING. ACCESS HATCHES SHALL BE PROVIDED AS SINGLE OR DOUBLE LEAF UNITS AS SHOWN ON THE
COMBINATION STAINLESS STEEL LATCHES AND PADLOCK HASPS.
DRAWINGS..
6. THE ENCLOSURE SHALL BE PROVIDED WITH EXTERNAL MOUNTING FEET ON THE TOP AND BOTTOM OF THE ENCLOSURE. THESE MOUNTING FEET SHALL BE OF FIBERGLASS AND
10.THE WET WELL SHALL BE INSPECTED AND TESTED FOR WATER TIGHTNESS. TESTING SHALL BE PERFORMED AS SPECIFIED IN THE 'PUMP
MOLDED AS AN INTEGRAL PART OF THE ENCLOSURE.
STATION TESTING AND START-UP' NOTES ON THIS SHEET.
7. THE ENCLOSURE SHALL HAVE A SEPARATE DEADFRONT INNER DOOR. THE INNER DOOR SHALL BE A MINIMUM OF .080" ALUMINUM AND SHALL BE HINGED. ALL LIGHTS, SWITCHES, AND
OVERLOAD RESETS SHALL BE MOUNTED THROUGH THE INNER DOOR. CIRCUIT BREAKERS SHALL ALSO BE MOUNTED THROUGH THE INNER DOOR.
8. THE BACK PANEL SHALL BE A MINIMUM OF .080" ALUMINUM AND HELD IN PLACE BY FOUR (4) #10 SCREWS, WHICH WILL MATE TO FOUR (4) THREADED STANDOFFS, WHICH ARE MOLDED
INTO THE ENCLOSURE.
9. THE PANEL SHALL INCLUDE THE FOLLOWING:
a. PUMP CIRCUIT BREAKERS
PUMP STATION TESTING AND START-UP
b. CONTROL CIRCUIT BREAKER (BREAKERS RATED AT 10,000 A.I.C.)
c. ALARM CIRCUIT FUSE
1. THE CONTRACTOR IS RESPONSIBLE TESTING AND START-UP OF THE PUMP STATION AND ALL COMPONENTS. THE CONTRACTOR SHALL
d. CONTROL CIRCUIT FUSE
ARRANGE FOR THE MANUFACTURER'S REPRESENTATIVE TO BE PRESENT FOR THE START-UP. THE CONTRACTOR SHALL CONTACT THE
e. I.E.C. RATED MOTOR STARTERS WITH 1-POLE AMBIENT COMPENSATED BIMETAL OVERLOAD RELAYS
MANUFACTURER'S REPRESENTATIVE TO DETERMINE WHETHER PRE -STARTUP CHECKS OR TESTING ARE NECESSARY PRIOR TO START-UP.
f. PUMP HAND -OFF -AUTO SWITCHES (MOMENTARY IN THE HAND POSITION)
IF REQUIRED, THE CONTRACTOR SHALL CONDUCT THESE CHECKS.
g. ALARM HORN WITH SILENCE SWITCH
h. ALARM TEST SWITCH
2. WATER TIGHTNESS TESTING OF THE WET WELL SHALL BE BY EITHER HYDRAULIC TESTING IN ACCORDANCE WITH ACI 350.1 R, OR VACUUM
i. PUMP RUN LIGHTS
TESTING IN ACCORDANCE WITH ASTM C-1244.
j. ELAPSED TIME METERS
k. CYCLE COUNTERS
3. THE FORCE MAIN SHALL BE PRESSURE TESTED IN ACCORDANCE WITH NCDEQ - MINIMUM DESIGN CRITERIA FOR PUMP STATIONS AND
I. SEAL LEAK LIGHTS
FORCE MAINS. TEST PRESSURE SHALL BE AT 50 PSI AND SHALL BE MAINTAINED FOR A PERIOD OF 2 HOURS. AT THE END OF THE 2 HOUR
m.START AND RUN CAPACITORS
TEST PERIOD, THE AMOUNT OF LEAKAGE SHALL BE DETERMINED BY MEASURING THE AMOUNT OF WATER REQUIRED TO RESTORE THE
n. START RELAYS
PRESSURE IN THE FORCE MAIN TO THE ORIGINAL TEST PRESSURE. THE AMOUNT OF LEAKAGE SHALL NOT EXCEED THAT ALLOWED BY THE
o. ALTERNATOR RELAY (SOLID STATE)
NCDEQ - MINIMUM DESIGN CRITERIA FOR PUMP STATIONS AND FORCE MAINS. THE FORCE MAIN SHALL BE PRESSURE TESTED PRIOR TO
p. OVERRIDE RELAY
TIE -INTO THE GRAVITY SEWER SERVICE.
q. TERMINAL BLOCKS
r. TWO (2) GROUND LUGS
4. PUMP TESTING SHALL BE ACCOMPLISHED BY MEANS OF A DRAWDOWN TEST TO CONFIRM THE PUMPS ARE OPERATING AT OR NEAR THE
s. ALL NECESSARY WIRING AND BRACKETS.
DESIGN OPERATING POINT.
t. CONVENIENCE OUTLET
5. TESTING OF THE PUMP CONTROLS SHALL BE DONE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.
10. THE PANEL SHALL INCLUDE PUMP CIRCUIT BREAKERS, CONTROL CIRCUIT BREAKER (BREAKERS RATED AT 10,000 A.I.C.), ALARM CIRCUIT FUSE, CONTROL CIRCUIT FUSE, I.E.C. RATED
MOTOR STARTERS WITH 1-POLE AMBIENT COMPENSATED BIMETAL OVERLOAD RELAYS, PUMP HAND -OFF -AUTO SWITCHES (MOMENTARY IN THE HAND POSITION), ALARM TEST SWITCH,
6. ALL TESTING SHALL BE WITNESSED BY THE ENGINEER. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 48 HOURS PRIOR TO TESTING.
PUMP RUN LIGHTS, SEAL LEAK LIGHTS, START AND RUN CAPACITORS, START RELAYS, ALTERNATOR RELAY (SOLID STATE), OVERRIDE RELAY, TERMINAL BLOCKS, TWO (2) GROUND LUGS,
AND ALL NECESSARY WIRING AND BRACKETS.
11. THE CONTROL PANEL SHALL BE FITTED WITH A RED LEXAN (POLYCARBONATE) ALARM LIGHT. THE LIGHT SHALL BE APPROXIMATELY 3" HIGH BY 3%- DIAMETER. THE GLOBE SHALL BE
MOUNTED ON TOP OF THE ENCLOSURE WITH A NEOPRENE GASKET. THE LENS CANNOT BE REMOVED FROM THE EXTERIOR OF THE ENCLOSURE. THE LENS MAY BE REMOVED BY
ENTERING THE INTERIOR OF THE ENCLOSURE AND REMOVING FOUR (4) #8 SCREWS. THE BULB SHALL BE 40 WATT MINIMUM HIGH INTENSITY -MEDIUM BASE TYPE. THE BULB SHALL BE
EASILY REPLACED BY REMOVING A THUMB SCREW FROM THE SUPPORT BRACKET ON THE INTERIOR OF THE PANEL.
12. THE ALARM SHALL HAVE A BRIGHT GLOW AND FLASH DURING HIGH WATER CONDITIONS. THE ALARM LIGHT WILL GO OUT WHEN THE WATER LEVEL DROPS.
13. ALL INTERNAL WIRING SHALL BE NEAT AND COLOR CODED. EACH WIRE SHALL BE A DIFFERENT COLOR OR STRIPE (EXCEPT FOR GROUND), AND ALL INCOMING WIRES SHALL
TERMINATE INTO A BOX CLAMP TYPE TERMINAL BLOCK. ALL WIRES SHALL BE 10GA. TYPE 'TEW' RATED FOR 105 DEGREES CELSIUS.
14. A SCHEMATIC DIAGRAM (SHOWING WIRE COLOR) SHALL BE PERMANENTLY FASTENED TO THE INSIDE OF THE ENCLOSURE. AN INSTALLATION AND SERVICE MANUAL SHALL ALSO BE
INCLUDED WITH EACH CONTROL PANEL.
15. THE CONTROL PANEL SHALL BE U.L. LISTED AS AN ASSEMBLY.
WATER SUPPLY
1. PROVIDE A WATER SERVICE CONNECTION AT THE PUMP STATION SITE FOR WASH DOWN PURPOSES.
2. THE WATER SERVICE CONNECTION SHALL HAVE A 1" REDUCED PRESSURE BACKFLOW PREVENTER ASSEMBLY IN AN ABOVE GROUND HEATED ENCLOSURE IN ACCORDANCE WITH TOWN
OF ELON STANDARDS.
3. PROVIDE A WOODFORD MODEL Y34 OR Y1 FREEZELESS YARD HYDRANT AS SHOWN ON THE DRAWINGS. THE WATER LINE SERVING THE YARD HYDRANT SHALL BE 1" TYPE W COPPER.
RND Architects, PA
3608 University Drive, Suite 204
Durham, NC 27707
T 919.490.1266
www.RNDarchitects.com
In Association with
002
stimmel
LANDSCAPE ARCHITECTURE
CIVIL ENGINEERING
LAND PLANNING
601 N.TRADE STREET, SUITE 200
WINSTON-SALEM, NC 27101
P: 336.723.1067
www.stimmelpa.com
Professional Seals
BID
DOCUMENTS
FOR
CONSTRUCTION
NCBEES CERT. NO.: C-1347
CARO
Tw SEAL`
14985 -
08/21 /2023
��'�•NFA T L
ELON
U N I V E R S I T Y
Francis Center
Health Sciences
Renovation
762 East Haggard Ave., Elon, NC
Key Plan
1Q 03/10/2023 1 IN. WATERLINE ADD.
p2 08/21/2024 PUMP STATION RECORD DRAWING
© RND Architects, PA.
These drawings and specifications are instruments of
service and as such remain the property of the architect.
Their use is restricted to the original site for which they
were prepared and publication there -of is expressly limited
to such use. Re -use, reproduction, or publication by any
method, in whole or in part, is prohibited.
Original drawing is 30" x 42". Do not scale contents of this
drawing.
Project Number: 2105
Drawn: KDB
Checked: JNT
Date: 09/23/2022
Sheet Title
PUMP STATION
NOTES
Sheet Number
C-302