WQ0044858_Cone_Health_MedCenter_Asheboro_Public_FTSSE_Asbuilts_20241004

Docusign Envelope ID: 86BO2212-OBF1-47AD-8565-79D7C54DEBA1
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SURVEY DISCLAIMER
THE BOUNDARY AND
TOPOGRAPHIC INFORMATION
HEREIN IS FROM SURVEY
INFORMATION SUPPLIED BY:
REGIONAL LAND SURVEYORS, INC.
8642 WEST MARKET ST. STE. 100
GREENSBORO, NORTH CAROLINA
27409
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NOTES:
1. SEE SHT. PS-4.0 FOR PUMP STATION
SITE PLAN.
2. SEE CIVIL DRAWINGS FOR ACCESS ROAD,
SANITARY SEWER, WATER SUPPLY,
ELECTRICAL SERVICE, ETC.
EX. ARVIN MANHOLE
------------------------------
i 11+00)
" "" ' ' """ I AIR RELEASE VALVE IN MH
DI RJ 11.25' BEND
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/ STA: 6+18.75 \ I k \
/ \ DI RJ 11.25' BEND \ I \ I I I I / / I \ \ \
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BOX \ \ \ I \\ I \ sco \
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20 PERMANENT
UTILITY EASEMENT
\ \\ \ \ \ \ \ \
STA:1 +38.88
DI RJ45'BEND ) \ \ \\\\\\ \ \ \
SCALE: 1" = 40'
\ \ \ \ \� \ 40 0 40
DI RJ 45' BEND
\ \ \�
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650 670
ST +0
CL PUMP STATION
r-+VALVE V U T AR
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RECORD DRAWING
THESE RECORD DRAWINGS REPRESENT THE
FINAL CONDITIONS OF THE CONSTRUCTION
PROJECT BASED UPON FIELD OBSERVATION,
PROJECT RECORDS, AND/OR INFORMATION
FURNISHED BY OTHERS, WHICH HAVE NOT
BEEN VERIFIED BY THE ENGINEER.
Davis 0
ENGINE
MARTIN • POWELL ERS & SURVEYORSdm p
6415 OLD PLANK RD, HIGH POINT, NC 27265 1 T: [phone] 1 F: [phone] 1 WWW.DMP-INC.COM I LICENSE: F-0245
Perkins&W*111
Legacy Tower
411 W Chapel Hill Street, Suite 200
Durham, North Carolina 27701
t 919.433.5300
f 919.433.5301
www.perkinswill.com
BUILD TEAM
CIVIL
STIMMEL ASSOCIATES, P.A.
619 CEDAR ST. SUITE L, CHARLOTTE,
INC 28202
STRUCTURAL
WALTER P. MOORE
421 FAYETTEVILLE ST. SUITE 1100,
RALEIGH, NC 27601
MEP
AFFILIATED ENGINEERS, INC.
1414 RALEIGH RD. SUITE 305,
CHAPEL HILL, NC 27517
MEDICAL EQUIPMENT
ANCHOR PLANNING
6201 FAIRVIEW RD. #200,
CHARLOTTE, INC 28210
ELECTRICAL TRADE PARTNER
ADAMS ELECTRIC
401 NORTH GREENEST
GREENSBORO, NC 27401
MECHANICAL TRADE PARTNER
ROCK CITY MECHANICAL
2715 GRANDVIEW AVENUE
NASHVILLE, TN 37211
CAROB,•,,'.
SEAL
20590 c
FNG I N E 5�0DocuS•�`•
/ 19 �y /
"10/4/2024
A945BB0AA25B411...
PROJECT
Cone Health MedCenter
Asheboro
(1319 SPERO ROAD
CONE
HEALTHO.
KEYPLAN
ISSUE CHART
® W & SS ASBUILTS 8-28-24
zl� ASI-001 9-27-23
ORIGINAL ISSUE 6-30-23
FMARKF ISSUE I DATE
Job Number 22-001
TITLE
FORCEMAIN
PLAN & PROFILE
0+00-11+00
SHEET NUMBER
PS = 100
© 2023 Perkins and Will

Docusign Envelope ID: 86BO2212-OBF1-47AD-8565-79D7C54DEBA1
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CHECK DAM \
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DRAINAGE OUTLET
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ENCASEMENT
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650CP
655
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20' PERMANENT—
/� UTILITY EASEMENT o
// / // - \ \ AIR RELEASEOVALVE I ,.
FMH
EQUALITY STATION
LB=STA. 15+07.44
LA=STA. 14+00.30
�� / / / 9302 MC-25\\ B-21
77523$
CONE
NIOSES H' _
/to MEMORI3L0HOSP 1pL i \I 15+00 \\ 111 1
.:•
670
650
6" C900 PVC
CONTINUOUS FALLING
640
630
12+00
STA:15+00.59
DI RJ 45' BEND I _ 405 LF 24 STEEL I \\
ENCASEMENT PIPE,
/ / f STA:15+05.59 _ _ \� `� BY BORE &JACK 1\\\\ \\
DI RJ 45' BEND
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P`N. 7752461 MENDENHALL
DB 33 PG 274 �` \
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22
5'
BEND
13+00
14+00
670
C �
- +
9L0
650
640
630
15+5807
SURVEY DISCLAIMER
THE BOUNDARY AND
\\ TOPOGRAPHIC INFORMATION
HEREIN IS FROM SURVEY
INFORMATION SUPPLIED BY:
24,.RCP 7, I
REGIONAL LAND SURVEYORS, INC.
\ I I I 8642 WEST MARKET ST. STE. 100
GREENSBORO, NORTH CAROLINA
\ _ ��� 27409
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EX. GRATE INLE \ \ \ \ N 0 C, o\ \\ \\\
TOP: 667.90' -,0 Z v Z 18 \
INV. OUT: 665.23' O \ \\\ \ HE ORO CITY SCHOOLS
NIF'. ASDB g35 PG 462 \\ \ \ \ \
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03
30"RCP (BROKEN)\752563740
INV.:,!�!7.25 \ \ \\ \ \\ \ \\ pIN ORO CITY SCHOOLS
ASHEB r, 107 1 I
DB g\P \ I
O N STA. 18+28.62 I
DI RJ 22.5' BEND X\ \
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TRACEWIRE / I SD_
\ �� BOX STA. 19+00
I 374 LF WITHIN 173/174 \ I - ,
CONTROLLED ACCESS - r DI RJ 45" &
�' 11.25BENDS �
I II I
1 111111111 II I � � � 2_
\\ I
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\\ 1
1\I 1\1111i\\\ i111 II� �m 6 FT. TALL CHAIN LINK
FENCE ON PERM.
EASEMENT LINE
m
STAINLESS STEEL CASING SPACER,
MINIMUM TWO PER JOINT OF PIPE,
DESIGNED TO MAINTAIN PROPER GRADE
& ALIGNMENT INDICATED ON PLANS
NO GROUT FILL IN
ENCASEMENT PIPE
24" SMOOTH WELDED STEEI
ENCASEMENT PIPE, MIN. W.T.=0.250'
NOTES:
1. JOINTS ON C900 PVC CARRIER PIPE INSIDE ENCASEMENT SHALL BE RESTRAINED
USING EBAA IRON SERIES 1500 RESTRAINED JOINT HARNESS, OR APPROVED
EQUAL.
2. ENCLOSE ENDS OF ENCASEMENT PIPE WITH 8" BRICK MASONRY.
3. PROVIDE 1" WEEP HOLE AT LOW END OF ENCASEMENT PIPE.
4. BORE AND JACK INSTALLATION SHALL BE BY DRY BORE ONLY (DO NOT USE
JETTING OR WET BORE METHODS).
5. STEEL ENCASEMENT PIPE SHALL CONFORM TO MATERIALS STANDARD OF ASTM
DESIGNATION A-139 GRADE B AND SHALL HAVE A MINIMUM YIELD STRENGTH OF
35,000 PSI.
6. CASING SPACERS SHALL BE TYPE 304 STAINLESS STEEL, INCLUDING SHELL,
RISERS, AND HARDWARE. THE SHELL SHALL BE PVC LINED AND SHALL HAVE
BOLTED FLANGES. CASING SPACER RUNNERS SHALL BE ULTRA HIGH MOLECULAR
WEIGHT (UHMW) POLYETHYLENE WITH A LOW COEFFICIENT OF FRICTION (0.12).
RISERS AND RUNNERS FOR TOP AND BOTTOM SHELLS SHALL BE EQUAL HEIGHT.
CASING SPACERS MUST BE DESIGNED TO ENSURE THAT ONLY THE RUNNERS OF
THE SPACER ARE IN CONTACT WITH THE ENCASEMENT PIPE. THE BELL OF THE
CARRIER PIPE WILL NOT BE ALLOWED TO BE IN CONTACT WITH THE ENCASEMENT.
CASING SPACERS SHALL BE MANUFACTURED BY CASCADE WATERWORKS MFG.
COMPANY, OR APPROVED EQUAL.
ENCASEMENT PIPE SECTION
NTS
PRIOR TO BEGINNING CONSTRUCTION ON
ASHEBORO CITY SCHOOLS PROPERTY,
THE CLEARING LIMITS AND FORCE MAIN
ALIGNMENT SHALL BE FLAGGED/STAKED
FOR REVIEW BY THE ENGINEER AND THE
SCHOOL STAFF.
SD
`S036 RCP
S'D
B-26
20 FT. DBL.
SWING GATE AT
STA. 22+00
� 1
21+00
EXISTING 20' PERMANENT
UTILITY EASEMENT
DB 2830, PG 1572
RECORD DRAWING
THESE RECORD DRAWINGS REPRESENT THE
FINAL CONDITIONS OF THE CONSTRUCTION
PROJECT BASED UPON FIELD OBSERVATION,
PROJECT RECORDS, AND/OR INFORMATION
FURNISHED BY OTHERS, WHICH HAVE NOT
BEEN VERIFIED BY THE ENGINEER.
C — �\NKFEN
SCALE: 1" = 40'
40 0 40
-50
DAVIS • MARTIN • POVMLL
ENGINEERS & SURVEYORS
6415 OLD PLANK RD, HIGH POINT, NC 27265 1 T: [phone] 1 F: [phone] 1 WWW.DMP-INC.COM LICENSE: F-0245
Perkins&wlll
Legacy Tower
411 W Chapel Hill Street, Suite 200
Durham, North Carolina 27701
t 919.433.5300
f 919.433.5301
www.perkinswill.com
BUILD TEAM
CIVIL
STIMMEL ASSOCIATES, P.A.
619 CEDAR ST. SUITE L, CHARLOTTE,
NC 28202
STRUCTURAL
WALTER P. MOORE
421 FAYETTEVILLE ST. SUITE 1100,
RALEIGH, NC 27601
MEP
AFFILIATED ENGINEERS, INC.
1414 RALEIGH RD. SUITE 305,
CHAPEL HILL, NC 27517
MEDICAL EQUIPMENT
ANCHOR PLANNING
6201 FAIRVIEW RD. #200,
CHARLOTTE, NC 28210
ELECTRICAL TRADE PARTNER
ADAMS ELECTRIC
401 NORTH GREENEST
GREENSBORO, NC 27401
MECHANICAL TRADE PARTNER
ROCK CITY MECHANICAL
2715 GRANDVIEW AVENUE
NASHVILLE, TN 37211
10*1 CAR
' �SEAL9 '
20590
Doc u 3ign�
_ 4,y10/4/2024
A945BBOAA25B411...
PROJECT
Cone Health MedCenter
Asheboro
1319 SPERO ROADD
CONE
HEALTH,.,
KEYPLAN
ISSUE CHART
® W & SS ASBUILTS 8-28-24
0 ASI-001 9-27-23
ORIGINAL ISSUE 6-30-23
FMARKF ISSUE I DATE
Job Number 22-001
TITLE
FORCEMAIN
PLAN & PROFILE
11 + WI-22 + 50
SHEET NUMBER
PS=2mO
© 2023 Perkins and Will

Docusign Envelope ID: 86BO2212-OBF1-47AD-8565-79D7C54DEBA1
SURVEY DISCLAIMER
THE BOUNDARY AND
TOPOGRAPHIC INFORMATION
HEREIN IS FROM SURVEY
INFORMATION SUPPLIED BY:
REGIONAL LAND SURVEYORS, INC.
8642 WEST MARKET ST. STE. 100
GREENSBORO, NORTH CAROLINA
27409
'.7
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N
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PIN:7752569933
N/F: ASHEBORO CITY SCHOOLS
DB 782 PG 502
U
SEPTIC PUMP
STATION
(� EX. GRATE INLET
EX. GRATE INLET SEPTIC ALARM TOP: 724.94'
TOP: 725.38 INV. IN(SE): 720.92'
INV. IN(NE): 719.38" EX. 2" SAN. FM INV. IN(_): 721.19
INV. OUT(S W ): 719.08' INV. O UT(SW ): 720.95'
Q vv�1 (WATER PONDS)
EX. WATER VALVE (NOTE 4)
/ Cli,
EX. WATERLINE (NOTE 4)
EX. YARD INLET
TOP:726.3T
THROAT:725.93:7 CIDD",
INV. IN(SW): 721.09
I NV. I N (N E): 717.39'
/ INV. IN(E) : 718.02' 27�
INV. OUT(NW):717.02'
STA. 24+59.47 Sao„ i�/ SO /
DI RJ 45' BENDp
SEE NOTE 6 � 9/ B-28 TRACEWIRE
BOX \
20 PERMANENT j
UTILITY EASEMENT
DB 2830, PG 1572 0
STA. 23+84.88 — j 2 '
DI RJ 22.5° BEND
-STA. 22+55.63
DI RJ 22.5' BEND N" `L LF g"
Z +00
EX. GRATE INLET
TOP: 736.89' /
EX. / INV. IN(SW):732.24' Q
PLAYGROUND INV. OUT(E): 732.20' C3
i %� /
B-27 EX. GRATE INLET
P INV. OUT NE: 726' .30C",
EX. GRATE INLET
TOP' 737 05'
750
740
730
720
710
700
22+50
/ EX. GRATE INLET
TOP: 701.57:
INV. IN(N): 693.06
/ INV. IN(SE): 696.09'
/ INV. OUT(SW)/:691.92'
� r
SID
/ INV. IN(SW): 734.10: Q
INV. OUT(NE): 733.66
EX.ASPHALT
CONSTRUCTION NOTES:
1. PRIOR TO BEGINNING CONSTRUCTION ON ASHEBORO CITY SCHOOLS PROPERTY, THE CLEARING
LIMITS AND FORCE MAIN ALIGNMENT SHALL BE FLAGGED STAKED FOR REVIEW BY THE
ENGINEER AND THE SCHOOL STAFF.
2. INTERIOR OF SAN MH A TO BE PROVIDED WITH AN EPDXY COATING,
3. CONTRACTOR TO COORDINATE INSTALLATION OF THE 8-INCH SEWER, CROSSING THE PAVED
PARKING AREA, WITH THE SCHOOL. ACCESS TO THE DOCK AREA SHALL BE MAINTAINED
DURING NORMAL SCHOOLS HOURS. CONTRACTOR SHALL PROVIDE & MAINTAIN STONE LEVEL
WITH ASPHALT UNTIL REPLACEMENT PATCH CAN BE MADE.
Perkins&W*111
Legacy Tower
411 W Chapel Hill Street, Suite 200
Durham, North Carolina 27701
t 919.433.5300
f 919.433.5301
www.perkinswill.com
BUILD TEAM
CIVIL
STIMMEL ASSOCIATES, P.A.
619 CEDAR ST. SUITE L, CHARLOTTE,
NC 28202
STRUCTURAL
WALTER P. MOORE
421 FAYETTEVILLE ST. SUITE 1100,
RALEIGH, NC 27601
MEP
AFFILIATED ENGINEERS, INC.
1414 RALEIGH RD. SUITE 305,
CHAPEL HILL, NC 27517
EX. SS MANHOLE MEDICAL EQUIPMENT
TOP:746.46' 4. CONTRACTOR TO LOCATE EX. WATER LINES PRIOR TO CONSTRUCTION.
EX. GRATE INLET INV. IN(SE): 732.34ANCHOR PLANNING
TOP: 727.63' INV. OUT: 732.21'
INV. IN(SE):722.68' 5. SAW -CUT EX. CURB, REMOVE, AND REPLACE TO MATCH EX. CURB. 6201 FAIRVIEW RD. #200,
INV. OUT(NW): 722.66' EX. CATCH BASIN CHARLOTTE, NC 28210
TOP:743.02' 6. STA. 22+80 TO STA. 25+00: FURNISH AND INSTALL CURLEX II EROSION CONTROL MATTING
INV. INQ: 739.72' ELECTRICAL TRADE PARTNER
INV.OUT(SE):739.77' WITH STAPLES ONLY (DO NOT TACK WITH ASPHALT).
(WATER PONDS) ADAMS ELECTRIC
EX. GRATE INLET 401 NORTH GREENEST
III L TOP:742.99'GREENSBORO, NC 7
INV. IN(NW): 739.56'
INV. IN(SW): 730.86'
(\ INV. OUT(N): 730.82' MECHANICAL TRADE PARTNER
P SS ROCK CITY MECHANICAL
HU 2715 GRANDVIEW AVENUE
SS/e �OHU — NASHVILLE, TN 37211
S/ Ot
8' CHAIN LINK FENCE
SAN MH A
STA. 26+29.22
EX SS MANHOLE
TOP: 743.57'
INV. IN(NW): 740.52'
INV. IN(S): 733.23'
INV. OUT(NE): 733.19'
GAS LINE UNLOCATABLE
(LOST TRACER WIRE)
RCP GOES TO STRUCTURE
UNDER A DUMPSTER
SCALE: 1" = 40'
40 0 40
(1)
c)
04
EX.
SS
H
N
^
INV
/N-740
52'
INV
/N-73323
8
"
Q
II
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X.
M (APPROX.).
7
4.
4.
0
8" INV. IN=
CORE INTO EX. MH AND
INSTALL FLEXIBLE BOOT.
E.
8'SA
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n
E.
1
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P
O.A.8%
X.
15"
RC
Z
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COMPACTEDABC
BAKILL
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BLW
RCP
0
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�ownNUOIJS
RIS
NG
G
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23+00
24+00
25+00
26+00
27+00
750
740
730
720
710
700
28+00
RECORD DRAWING
THESE RECORD DRAWINGS REPRESENT THE
FINAL CONDITIONS OF THE CONSTRUCTION
PROJECT BASED UPON FIELD OBSERVATION,
PROJECT RECORDS, AND/OR INFORMATION
FURNISHED BY OTHERS, WHICH HAVE NOT
BEEN VERIFIED BY THE ENGINEER.
DAVIS •
ENGINE
MARTIN • POVMLL dmpERS & SURVEYORS
6415 OLD PLANK RD, HIGH POINT, NC 27265 1 T: [phone] 1 F: [phone] 1 WWW.DMP-INC.COM I LICENSE: F-0245
CARO
Z QQ` y y
SEAL
20590
FHG I N vt
Do u,SignEq,pY^
E�:4513130AA2513411
10/4/2024
...
PROJECT
Cone Health MedCenter
Asheboro
1319 SPERO ROADD
CONE
HEALTH,.,
KEYPLAN
ISSUE CHART
® W & SS ASBUILTS 8-28-24
0 ASI-001 9-27-23
ORIGINAL ISSUE 6-30-23
FMARKI ISSUE I DATE
Job Number 22-001
TITLE
FORCEMAIN
PLAN & PROFILE
22+00-END
SHEET NUMBER
PS-3.0
© 2023 Perkins and Will

Docusign Envelope ID: 86BO2212-OBF1-47AD-8565-79D7C54DEBA1
SURVEY DISCLAIMER
THE BOUNDARY AND
TOPOGRAPHIC INFORMATION
HEREIN IS FROM SURVEY
INFORMATION SUPPLIED BY:
REGIONAL LAND SURVEYORS, INC.
8642 WEST MARKET ST. STE. 100
GREENSBORO, NORTH CAROLINA
27409
N
N
co
N
0
N
N
HANDWHEEL
1" HOSE OUTLET
PROVIDE STD 3/4" HOSE
FREEZE PROOF ADAPTER SECURED TO
POST HYDRANT HYDRANT WITH SS CHAIN 6" STEEL PIPE FILI
WITH CONCRETE
PAINTED YELL
1'-0"x1'-0"x1'-0" ALUMINUM BILINGUAL SIGN
CONC. BASE "NON —POTABLE WATER DO NOT DRINK"
SLOPE TO DRA
a a
CURB STOP
& BOX
FINISH 3'-0"x3'—0"x
GRADE CONC. SLAB
6"
0
I CONCRET
i�
TYP. YARD HYDRANT
N TS
PROCESS
DRAIN SUMP
4 CUBIC FEET OF #57 STONE,
1'-0" ALL AROUND WRAPPED
IN FILTER FABRIC
15"
6" BOLLARD
N TS
An
6" GATE VALVE -
& CI BOX
FLOW
BEND*
CONCRETE
COLLAR
d
0 6" GATE VALVE
& CI BOX
0
6" GATE VALVE
& Cl BOX
* WHERE SITE CONDITIONS ALLOW,
PROVIDE 45- BENDS IN LIEU OF 90°
BENDS.
NOTE: ALL BELOW —GRADE FITTINGS TO BE RESTRAINED JOINT;
ALL ABOVE —GRADE FITTINGS TO BE FLANGED JOINT.
BYPASS PUMP CONNECTION
N TS
CORNER POST
LINE POST
X X X
x x x
x x x
TOP RAIL-77
#9 GAUGE FABRIC
WITH 2" MASH
BRACE
0 00
3/8" TIE
RODS
#7 GAUGE TENSION WIRE
0
I
EMBED POSTS IN
4,000psi CONCRETE
`� 8'-0" MAX CORNER LINE POST
FRAME WORK CHART
FABRIC HEIGHT
LINE POST
TOP RAIL
END CORNER POST
4 —6
2
O.D.
1 5 8 O.D.
2
1 2 O.D.
7'-9'
2
1 2" O.D.
1 5 8" O.D.
3"
O.D.
10'-12'
3"
O.D.
2 O.D.
4'
O.D.
OVER 12'
4"
O.D.
2 O.D.
4'
O.D.
X X X
8'-0" LINE —LINE
8'-0" GATE —LINE
CHAIN LINK FENCE
WITH BARBED WIRE
N TS
RECORD DRAWING
THESE RECORD DRAWINGS REPRESENT THE
FINAL CONDITIONS OF THE CONSTRUCTION
PROJECT BASED UPON FIELD OBSERVATION,
PROJECT RECORDS, AND/OR INFORMATION
FURNISHED BY OTHERS, WHICH HAVE NOT
BEEN VERIFIED BY THE ENGINEER.
6" BLIND
FLANGE
BEND*
GATE POST
3 — STRANDS 4 PT. BARBED
WIRE ON 45° ARM
X X X
-x x x x
x x x x
THE FABRIC TO TENSION
WIRE & TOP RAIL WITH
#9 GAUGE TIE WIRE
LEAF SIZE AS REQUIRED
GATE POST
SIZE
GATE LEAF SIZE
GATE POST
6 OR LESS
3 O.D.
6'-12"
3" O.D.
12 —20
4 O.D.
20'-24'
6 5 8" O.D.
OVER 24
8 5 8 O.D.
DAVIS •
ENGINE
MARTIN • POWELL dm
ERS & SURVEYORS p
6415 OLD PLANK RD, HIGH POINT, INC 27265 1 T: [phone] 1 F: [phone] 1 WWW.DMP-INC.COM I LICENSE: F-0245
Perkins&Wfll
Legacy Tower
411 W Chapel Hill Street, Suite 200
Durham, North Carolina 27701
t 919.433.5300
f 919.433.5301
www.perkinswill.com
BUILD TEAM
CIVIL
STIMMEL ASSOCIATES, P.A.
619 CEDAR ST. SUITE L, CHARLOTTE,
NC 28202
STRUCTURAL
WALTER P. MOORE
421 FAYETTEVILLE ST. SUITE 1100,
RALEIGH, INC 27601
MEP
AFFILIATED ENGINEERS, INC.
1414 RALEIGH RD. SUITE 305,
CHAPEL HILL, NC 27517
MEDICAL EQUIPMENT
ANCHOR PLANNING
6201 FAIRVIEW RD. #200,
CHARLOTTE, NC 28210
ELECTRICAL TRADE PARTNER
ADAMS ELECTRIC
401 NORTH GREENEST
GREENSBORO, NC 27401
MECHANICAL TRADE PARTNER
ROCK CITY MECHANICAL
2715 GRANDVIEW AVENUE
NASHVILLE, TN 37211
CARO
�p �oFESSIpN���'.10
Q '
SEAL
20590
C) GINE.�.
DocuS gnu*,,, L• �, ��,,
10/4/2024
A945BBOAA25B411...
PROJECT
Cone Health MedCenter
Asheboro
1319 SPERO ROADD
CONE
HEALTH,.,
KEYPLAN
ISSUE CHART
& W & SS ASBUILTS 8-28-24
& ASI-001 9-27-23
ORIGINAL ISSUE 6-30-23
FMARKF ISSUE I DATE
Job Number 22-001
TITLE
PUMP STATION
SITE PLAN
SHEET NUMBER
PS=400
© 2023 Perkins and Will

Docusign Envelope ID: 86BO2212-OBF1-47AD-8565-79D7C54DEBA1
Perkins&W*111
GENERAL NOTES:
1. ALUMINUM LADDER SUPPLIED FOR VALVE VAULT SHALL BE OF WELDED CONSTRUCTION. RUNGS SHALL BE OF THE SLIP
RESISTANT RIBBED DESIGN WITH A WIDTH OF 16" AND SPACED AT 12" O.C. LADDERS SHALL BE EQUIPPED WITH
SAF-T-CLIMB DEVICE AND AN ALUMINUM LADDER EXTENSION WHICH EXTENDS A MINIMUM OF 37" ABOVE THE TOP OF
THE LADDER.
2. CONTRACTOR SHALL COORDINATE/CONFIRM BLOCKOUTS AND PENETRATIONS (FOR HATCHES, PIPING, ETC.) WITH THE
RESPECTIVE EQUIPMENT AND MATERIAL SUPPLIERS. NO FIELD CUTS OR CORES WILL BE ALLOWED.
3. WETWELL BASE MAY BE A PRECAST UNIT - SUPPLIER SHALL PROVIDE ENGINEERED DRAWINGS/CALCULATIONS
DEMONSTRATING UPLIFT/FLOTATION RESISTANCE.
4. ALL PIPING INSIDE PUMP STATION WET -WELL AND VALVE VAULT TO BE FLANGED DUCTILE IRON PIPE.
5. USE RESTRAINED RETAINER GLANDS (MEGA -LUGS) ON ALL BURIED FITTINGS AND VALVES.
6. PORTABLE S.S. PUMP HOIST WITH S.S. CABLE AND ADJUSTABLE BOOM TO INSURE EACH PUMP CAN BE LIFTED
STRAIGHT UP FROM IT'S SEATED POSITION. THERN MODEL 5PT20S-MS OR EQUAL.
6.1. 304 STAINLESS STEEL CONSTRUCTION
6.2. S.S. SPUR GEAR HAND WINCH
6.3. ADJUSTABLE BOOM
6.4. 360 DEGREE ROTATION
6.5. 2,000 LBS CAPACITY
7. FLOW METER SHALL BE ENDRESS+HAUSER PROMAG MODEL 5W4C1 F-GRHLHP2DUA140A+Z1
a
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0
0
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N
U
0
0
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N
N
0
N
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N
N
co
N
0
N
N
Q0
BYvPUMP MANUF.
SECTION A
I\
6' FM
6" GV,
(NORMALLY
CLOSE )
12'-0"
0 0 0 0
0 0 0 0
48"x48" ACCESS HATCH
0
0 0 0 0
0 0 0 0
TOP PLAN
1 /2"=1'-0"
PRECAST 72"x96" WET WELL BASE
VALVE VAULT
EDGE OF HATCH 6" RESTRAINED
OPENING FLANGE ADAPTER, TYP
d
a °
d FLAP VALVE /
6" GV, 1
6"x6" °
(NORMALLY TEE, TYP.
6" D.I. BYPASS CLOSED) n 6" D.I. DISCHARGE
I U
CONCRETE __ 4" SCH40 PVC DRN.
PIER, TYP. F.D.
I� MIN. 4'-0" �� 1
6" D.I. DISCHARGE
• a ° d
O — —
�••O• 6" GATE ° 6YP. 1 Z 4x4x5/8 S. < °
VALVE a a
&d
BOX ° ° d
° d \
LADDER (NOTE 1) �
6" FLOW METER 6" CV, MIN. 8" CLEARANCE
(NOTE 7) TYP. REQUIRED TO ACCESS
BOLTS, TYP
BY-PASS PUMP 6" LONG SPOOL PIECE
CONNECTION, SEE REQUIRED
DETAIL THIS SHT.
ROTTC M"
1 /2"=1'-0"
RECORD DRAWING
THESE RECORD DRAWINGS REPRESENT THE
FINAL CONDITIONS OF THE CONSTRUCTION
PROJECT BASED UPON FIELD OBSERVATION,
PROJECT RECORDS, AND/OR INFORMATION
FURNISHED BY OTHERS, WHICH HAVE NOT
BEEN VERIFIED BY THE ENGINEER.
8" REINFORCED
CONCRETE SLAB
STAINLESS STEEL
GUIDE RAIL ASSEMBLY
PUMP-1 \
I °<
- I 1
I d
a
I _
PUMP-2
I
I
I
DAVIS • MARTIN • POWELL
ENGINEERS & SURVEYORS dm
��p
6415 OLD PLANK RD, HIGH POINT, INC 27265 1 T: [phone] 1 F: [phone] 1 WWW.DMP-INC.COM I LICENSE: F-0245
Legacy Tower
411 W Chapel Hill Street, Suite 200
Durham, North Carolina 27701
t 919.433.5300
f 919.433.5301
www.perkinswill.com
BUILD TEAM
CIVIL
STIMMEL ASSOCIATES, P.A.
619 CEDAR ST. SUITE L, CHARLOTTE,
NC 28202
STRUCTURAL
WALTER P. MOORE
421 FAYETTEVILLE ST. SUITE 1100,
RALEIGH, INC 27601
MEP
AFFILIATED ENGINEERS, INC.
1414 RALEIGH RD. SUITE 305,
CHAPEL HILL, NC 27517
MEDICAL EQUIPMENT
ANCHOR PLANNING
6201 FAIRVIEW RD. #200,
CHARLOTTE, NC 28210
ELECTRICAL TRADE PARTNER
ADAMS ELECTRIC
401 NORTH GREENEST
GREENSBORO, NC 27401
MECHANICAL TRADE PARTNER
ROCK CITY MECHANICAL
2715 GRANDVIEW AVENUE
NASHVILLE, TN 37211
CA
y y:
SEAL
20590
C' FHGI NE��
��'ygFCC L. S�.`��' •`.
Docu Signe'd%* ,'j"11A ,
�"c 10/4/2024
A945BBOAA25B411...
PROJECT
Cone Health MedCenter
Asheboro
1319 SPERO ROADD
CONE
HEALTH,.,
KEYPLAN
ISSUE CHART
A W & SS ASBUILTS 8-28-24
A ASI-010 4-16-24
A ASI-001 9-27-23
ORIGINAL ISSUE 6-30-23
ARK ISSUE DATE M
Job Number 22-001
TITLE
PUMP STATION
PLAN & SECTIONS
SHEET NUMBER
PS=500
© 2023 Perkins and Will

Docusign Envelope ID: 86BO2212-OBF1-47AD-8565-79D7C54DEBA1
Perkins&Wfll
a
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0
0
N
N
U
0
0
N
N
N
N
0
N
N
co
N
0
N
N
ro
(HORIZONTAL)
BEARING AREA OF THRUST BLOCKS
IN SQ. FT.
FITTING
SIZE
TEE
90°
BEND
45°
BEND
22.5`
BEND
11.25`
BEND
4
1.3
1.8
1.0
1.0
1.0
6
2.8
4.0
2.2
1.1
1.0
8
5.0
7.1
3.8
2.0
1.0
12
11.3
16.0
8.7
4.4
2.2
16
20.1
28.4
15.4
7.8
3.9
20
31.1
44.4
24.0
12.31
6.2
24
45.2
64.0
34.6
1 17.71
8.9
VALUES BASED ON 200 PSI WATER
PRESSURE & 2000 PSF SOIL BEARING
CAPACITY.
BEND
STRADDLE BLOCK
SEE DETAIL
(VERTICAL)
VOLUME OF THRUST BLOCK IN
CU. YDS.
FITTING
SIZE
BEND ANGLE
45-
22.5-
11.25-
4
1.1
0.4
0.2
6
2.7
1.0
0.4
8
4.0
1.5
0.6
12
1 8.5
1 3.2
1.3
16
1 14.8
1 5.6
1 2.3
TEE
VERTICAL BEND
FITTING
ROD
SIZE
SIZE
E
EMBEDMENT
4"-12"
#6
30"
14 -16
36"
NOTE:
1. CONCRETE BLOCKING TO BE POURING
AGAINST UNDISTURBED EARTH.
2. ALL CONCRETE TO BE CLASS 3000.
3. INSTALL 12 MIL TOTAL THICKNESS
POLYTHENE SHEET AROUND FITTING.
SECURE SHEET ENDS TO PREVENT
INFILTRATION OF DIRT BETWEEN SHEET
& PIPE FITTING PRIOR TO POURING
THRUST BLOCKING.
4. PROTECT MECHANICAL JOINT
FOLLOWERS & BOLTS FROM CONCRETE
WITH TEMPORARY FORMS &
POLYTHENE SHEETING SEE NOTE #3.
THRUST BLOCKING DETAILS
N TS
SAW -CUT EX.
PAVEMENT
ASPHALT (NOTE 3)
o-o-o- -o-o-�
DODODO ODODODOD 0000000000000000000 000000
O ODO0 0 0 0 0 000000000 0 DODO
0 0 0 0 0 0 00 0 0 0
611 8" ABC
SELECT BACKFILL
OR ABC
ROADWAY (LOADING DOCK)
NOTES:
1. TRAFFIC BEARING ROAD PLATE OR STEEL PLATE CAN BE USED FOR 24 HOURS
DURING CURING OF CONCRETE.
2. STONE (#57) SHALL BE MAINTAINED LEVEL WITH ROADWAY UNTIL ASPHALT IS
PLACED.
3. ASPHALT SHALL BE S9.5B, THICKNESS EQUAL TO 1.5 X EXISTING PAVEMENT
THICKNESS (Y MIN.) APPLIED IN 2 LIFTS.
4. BASE COURSE DENSITY SHALL BE 100%.
5. STONE BACKFILL SHALL BE COMPACTED TO 95% AND PLACED IN 6" LIFTS.
6. ALL PREPARATION, MATERIALS & METHODS SHALL BE IN ACCORDANCE WITH
NCDOT STANDARDS AND SPECIFICATIONS, LATEST REVISION.
STANDARD PAVEMENT REPAIR DETAILS
DI PIPE - 0' TO 12'
CRUSHED
STONE
N TS
1 /2 PIPE DIA.
(4" MIN.)
PVC PIPE - 0' TO 12'
DI PIPE - 12' TO 16'
STANDARD PIPE BEDDING DETAIL
N TS
NOTE:
6" MIN. UNDERCUT REQUIRED WHERE ROCK
IS PRESENT IN TRENCH BOTTOM. BED WITH
CRUSHED STONE.
CRUShL_u
STONE
(4" MIN.)
PVC PIPE - 12' TO 20'
DI PIPE - > 16'
VCRETE OR
SHED STONE
DIRECTED
ENGINEER)
5" MIN.
24" DIA.
CONE
48" DIA. OR AS
NOTED ON PLANS
RISER
BASE
RING & COVER SHALL BE
USF 669-KL OR APPROVED
EQUAL W/STANDARD LETTERING
"SANITARY SEWER"
x * SEE PROFILES FOR
Q RELATIONSHIP BETWEEN
:2 MH TOP & GROUND
00 AT EACH MH.
-III- MANHOLE
STEP
PRE -CAST GRADE RINGS,
AS REQ'D, MAX. OF 8"
VERTICAL ADJUSTMENT
PRELUBRICATED
GASKET
IVT BUTYL MASTIC
PLAN VIEW
• STEPS SHALL BE PLACED SO
AS NOT TO INTERFERE WITH
DROP.
• THE CONE SECTION SHALL BE
PLACED ON THE UPSTREAM
SIDE OF THE INVERT.
JOINT DETAIL GENERAL NOTES:
1. ALL MANHOLES PER ASTM C-478.
2. MINIMUM CONCRETE STRENGTH 4,000 PSI.
3. ITEM ROTATED FOR CLARITY, REFER TO PLANS FOR
PIPE ANGLES & ELEVATIONS.
4. LIFT HOLES SHALL BE PLUGGED DURING INSTALLATION.
THE SLOPE OF THE 5. FLEXIBLE BOOTS TO BE MANUFACTURED INTO MANHOLE
BENCH SHALL BE A MIN. FOR POSITIVE SEALING OF PIPES.
OF 2" PER FT. & SHALL 6. MANHOLE STEPS TO BE 1 /2" GRADE 60 REBAR
COVER 1 /2 OF THE 0 ENCAPSULATED IN A COPOLYMER POLYPROPYLENE
OF THE PIPE. PLASTIC. STEPS SHALL HAVE A SEPARATED TREAD &
END LUGS TO PREVENT SLIPPING, STEP PULLOUT
STRENGTH SHALL BE MIN. 2,000 LBS. STEPS SHALL BE
MONOLITHIC INSTALLED AT 16" O.C.
BASE
7. PIPE SHALL NOT ENTER INTO THE CONE SECTION OR
JOINTS OF THE MANHOLE.
#57 WASHED STONE
PRECAST STANDARD MANHOLE
40' WIDE
CONSTRUCTION EASEMENT
20' WIDE
PERM. EASEMENT
NOTE 1 NOTE 1
47
EMBANKMENT \
(NOTE 2) 2% MAX CROSS SLOPE
PIPE �� \
LINE \
N TS
NOTES:
1. WHERE CONSTRUCTION EASEMENT IS
AVAILABLE FOR EMBANKMENT, GENERALLY
GRADE ENTIRE PERMANENT EASEMENT AT 2%
MAX CROSS SLOPE. IN ANY EVENT, PROVIDE
2% MAX SLOPE FOR 10' MIN. EACH SIDE OF
MANHOLES.
2. PLACE EMBANKMENTS IN CONSTRUCTION
EASEMENT. WHERE CONSTRUCTION
EASEMENT IS NOT AVAILABLE, PLACE
EMBANKMENTS IN OUTER PORTION OF
PERMANENT EASEMENT. EMBANKMENT SLOPE
SHALL NOT EXCEED 3:1 EXCEPT WHERE
SPECIFICALLY NOTED ON PLANS OR
SUFFICIENT EASEMENT IS NOT AVAILABLE TO
MAINTAIN A 12' MIN. TRAVELWAY AT 2% MAX
CROSS SLOPE.
3. SLOPE OF FINISHED GRADE ALONG PIPE LINE
SHALL NOT EXCEED 20%.
TYPICAL SANITARY SEWER
EASEMENT CROSS-SECTION
N TS
EDGE WATER
WATER
N
�
a BARRIER
a
SANDFILL
SILT FENCE
BARRIER
/-- SAND FILL
PLAN PROFILE
BOTTOM
PROP. PIPE
CONSTRUCTION SEQUENCE
1. CONSTRUCTION SHALL BE PREFORMED DURING LOW FLOW PERIODS.
2. CROSSING SHALL BE ACCOMPLISHED IN A MANNER THAT WILL NOT PROHIBIT THE
STREAM FLOW.
3. THE BANK OPPOSITE OF THE COFFER DAM SHALL BE PROTECTED BY SAND BAGS. THE
MINIMUM LENGTH OF PROTECTION REQUIRED IS 25 FT ON EACH SIDE OF THE COFFER
DAM, AT HEIGHT OF 24" ABOVE WATER LEVEL THE EXTEND OF PROTECTION MAY VAR.
AS DIRECTED BY THE ENGINEER ON AN INDIVIDUAL BASIS.
4. INSTALL NON-ERRODIBLE BARRIER AROUND 1 /2 OF CROSSING.
5. INSTALL FILTER FABRIC AROUND INSIDE BARRIER.
6. PLACE SAND FILL INSIDE BARRIER.
7. EXCAVATE PIPE TRENCH.
8. INSTALL PIPE.
9. BACKFILL WITH CONCRETE AND/OR EXCAVATED MATERIAL TO ORIGINAL PROFILE.
10. REMOVE SAND FILL
11. REMOVE FILTER FABRIC & BARRIER.
12. IMMEDIATELY REVEGETATE STREAM BANK BY SEEDING & MULCHING.
13. INSTALL TEMPORARY SILT FENCE.
14. RELOCATE TO OPPOSITE SIDE OF STREAM & REPEAT ABOVE STEPS.
15. AFTER WATER MAIN HAS BEEN INSTALLED & COFFER DAMS REMOVED, CONTRACTOR
SHALL INSTALL CLASS 1 RIP RAP WITH FILTER FABRIC & STONE UNDERLAYMENT TO
STABILIZE STREAM BED.
COFFER DAM STREAM CROSSING
N TS
5 FT STD. FLAT
TOP MANHOLE
2" COMBINATION AIR RELEASE
AND VACUUM RELIEF VALVE
VENT -TECH SWG10TCS
OR EQUAL (NOTE 1)
TRACER WIRE-\
6" SIDE OUTLET TEE
W/TAPPED FLANGE
12"
RING & COVER PER
SPECIFICATIONS WITH
STANDARD LETTERING
"SANITARY SEWER"
AIR / VACUUM VALVE
N TS
#57 or #67
STONE PIPE
SUPPORT
NOTES:
1. IF 6 FT DEPTH IS NOT POSSIBLE, PROVIDE A SHORT BODY AIR
VALVE, SEE SPECIFICATIONS.
2. INCREASE DEPTH AS NECESSARY TO MAINTAIN CONSTANT
RISE/FALL AS INDICATED ON PROFILE
3. CROSS COUNTRY MANHOLES SHALL BE SET WITH TOP 18"-24"
ABOVE GRADE AS SHOWN ON THE PROFILE.
4. FOR VALVES INSTALLED ON EXISTING MAIN LINES, USE 2"
STAINLESS STEEL TAPPING SADDLE.
FA
BORE PIT
PROP
ENCASEMENT - - -
PIPE
SOIL
STOCKPILE
AREA
I I �
EDGE OF
PAVEMENT J
OR STREAM SIF
CHECK DAM
AT NATURAL
DRAINAGE OUTLET
BORESITE DETAIL
N TS
MIN. 24" LOOP (ABOVE GRADE)
COIL & INSERT BELOW LID
GROUND 18"x18"x6"
LEVEL CONCRETE COLLAR
DRILLED ��= ACCESS BOX
HOLE AND CONCRETE COLLAR
TRACING WIRE
TYPICAL UTILITY PIPE TYPICAL UTILITY PIPE
*TRACER WIRE MUST BE INSTALLED
DIRECTLY ABOVE THE PIPE. SPLICE
ONLY AS NECESSARY WITH APPROVED
CONNECTORS.
NOTES:
1. TRACER WIRE MUST BE INSTALLED DIRECTLY ABOVE
THE PIPE
2. SPLICE TRACER WIRE ONLY AS NECESSARY USING
MANUFACTURER APPROVED CONNECTORS
3. TRACER WIRE TO BE MADE ACCESSIBLE AT VALVES,
ARV MANHOLES AND ACCESS BOXES AS INDICATED.
4. CONTRACTOR SHALL VERIFY/TEST TRACER AND REPAIR
ANY FAILING SECTIONS.
TRACER WIRE INSTALLATION / ACCESS DETAIL
RECORD DRAWING
THESE RECORD DRAWINGS REPRESENT THE
FINAL CONDITIONS OF THE CONSTRUCTION
PROJECT BASED UPON FIELD OBSERVATION,
PROJECT RECORDS, AND/OR INFORMATION
FURNISHED BY OTHERS, WHICH HAVE NOT
BEEN VERIFIED BY THE ENGINEER.
N TS
DAVIS • MARTIN • POVMLL
ENGINEERS & SURVEYORS
6415 OLD PLANK RD, HIGH POINT, INC 27265 1 T: [phone] 1 F: [phone] 1 WWW.DMP-INC.COM I LICENSE: F-0245
Legacy Tower
411 W Chapel Hill Street, Suite 200
Durham, North Carolina 27701
t 919.433.5300
f 919.433.5301
www.perkinswill.com
BUILD TEAM
CIVIL
STIMMEL ASSOCIATES, P.A.
619 CEDAR ST. SUITE L, CHARLOTTE,
NC 28202
STRUCTURAL
WALTER P. MOORE
421 FAYETTEVILLE ST. SUITE 1100,
RALEIGH, INC 27601
MEP
AFFILIATED ENGINEERS, INC.
1414 RALEIGH RD. SUITE 305,
CHAPEL HILL, NC 27517
MEDICAL EQUIPMENT
ANCHOR PLANNING
6201 FAIRVIEW RD. #200,
CHARLOTTE, NC 28210
ELECTRICAL TRADE PARTNER
ADAMS ELECTRIC
401 NORTH GREENEST
GREENSBORO, NC 27401
MECHANICAL TRADE PARTNER
ROCK CITY MECHANICAL
2715 GRANDVIEW AVENUE
NASHVILLE, TN 37211
CARO
�pQ' �OF ES SIO' �'.�,
Q '
SEAL
20590
FNG I N E
DocuS gnE
10/4/2024
A945BBOAA258411...
PROJECT
Cone Health MedCenter
Asheboro
1319 SPERO ROADD
CONE
HEALTH,.,
KEYPLAN
ISSUE CHART
® W & SS ASBUILTS 8-28-24
0 ASI-001 9-27-23
ORIGINAL ISSUE 6-30-23
FMARKF ISSUE DATE
Job Number 22-001
TITLE
CONSTRUCTION
DETAILS
SHEET NUMBER
PS=600
© 2023 Perkins and Will

Docusign Envelope ID: 86BO2212-OBF1-47AD-8565-79D7C54DEBA1
Perkins&Will
ONE - LINES
Legacy Tower
411 W Chapel Hill Street, Suite 200
TRANSFORMER WITH PRIMARY AND SECONDARY
A
AMPERE
M
MAGNETIC MOTOR STARTER
Durham, North Carolina 27701
��
VOLTAGE, KVA RATING AND CONNECTION INDICATED.
AC
ALTERNATING CURRENT
M
MOTOR
t919.433.5300
A/C
AIR CONDITIONER
MA
MILLIAMPERE
GENERAL NOTES:
f919.433.5301
150 KVA
AFF
ABOVE FINISHED FLOOR
MAX
MAXIMUM
www.perkinswill.com
,60HZ KV-480/277V 3PH
3PH
AGL
ABOVE GROUND LEVEL
MCB
MAIN CIRCUIT BREAKER
1.
CONTRACTOR IS RESPONSIBLE FOR ROUTING ALL CONDUITS. THIS SHALL INCLUDE ALL CONDUITS INDICATED ON THE ONE —LINES, PLANS, AND
BUILD TEAM
ONE—LINE SHOWING POWER, CONTROL CABLE AND CONDUIT
AMP
AMPERE
MCC
MOTOR CONTROL CENTER
PANEL SCHEDULES.
MCC-3:3#6, #6G, 1.5"
CIRCUIT NO. MCC-3 WITH THREE (3) #6AWG,
ATS
AUTOMATIC TRANSFER SWITCH
MCP
MOTOR CIRCUIT PROTECTOR
CIVIL
20
FOUR #12AWG, AND A #6 EQUIPMENT GROUND
AWG
AMERICAN WIRE GAUGE
MDP
MAIN DISTRIBUTION PANEL
2.
PUMPS, LEVEL FLOAT SWITCHES, AND PUMP CONTROL PANEL (PCP) FURNISHED BY THE PUMP SUPPLIER. PCP INSTALLED & WIRED BY THE
IN A 1 1 /2" CONDUIT TO A 20 HP LOAD.
BPS
BOOSTER PUMP STATION
MIN
MINIMUM
ELECTRICAL CONTRACTOR (E.C.). PUMPS AND FLOATS INSTALLED BY OTHERS AND WIRED BY E.C.
STIMMEL ASSOCIATES, P.A.
C
CONDUIT
MLO
MAIN LUG ONLY
619 CEDAR ST. SUITE L, CHARLOTTE,
DENOTES ALL OR PART OF CONDUIT IS UNDERGROUND
CB
CIRCUIT BREAKER
MPC
MINI —POWER CENTER
3.
CABLE PROVIDED WITH PUMPS AND FLOATS. CONDUIT AND INSTALLATION BY ELECTRICAL CONTRACTOR.
NC28202
CFL
COMPACT FLOURESCENT
MTS
MANUAL TRANSFER SWITCH
LOW VOLTAGE AIR CIRCUIT BREAKER,u
CP
CONTROL PANEL
MSH
MOTOR SPACE HEATER
4.
WETWELL IS CLASSIFIED HAZARDOUS, CLASS I, DIVISION 1, GROUP D BY THE NEC. ALL CONDUITS ENTERING THIS AREA SHALL BE PROVIDED
STRUCTURAL
PP-50
3 POLE, 50 AMPERE
CR
CONTROL RELAY
N
NEUTRAL
WITH SUITABLE SEALOFFS.
WALTER P. MOORE
CS
CONTROL STATION
NEC
NATIONAL ELECTRICAL CODE
3P-30
CT
CURRENT TRANSFORMER
NEMA
NATIONAL ELECTRICAL MANUF.
5.
CONTRACTOR SHALL FIELD VERIFY EQUIPMENT LOCATIONS PRIOR TO INSTALLATION OF CABLE AND CONDUIT.
421 FAYETTEVILLE ST. SUITE 1100,
RALEIGH, NC 27601
THREE POLE DISCONNECT SWITCH WITH 30 AMP FUSES
DC
DIRECT CURRENT
ASSOC.
DIA
DIAMETER
NTS
NOT TO SCALE
6.
ALL ELECTRICAL WORK SHALL CONFORM TO THE NEC, NC STATE BUILDING CODE, AND ALL LOCAL CODES AND ORDINANCES.
MEP
S3
SIZE 3 COMBINATION MAGNETIC
DM
DAMPER MOTOR
OL
OVERLOAD (RELAY)
AFFILIATED ENGINEERS, INC.
MOTOR STARTER
DS
DISCONNECT SWITCH
PB
PUSH BUTTON
7.
ALL ELECTRICAL EQUIPMENT SHALL BE THIRD PARTY LISTED AS REQUIRED BY THE STATE OF NORTH CAROLINA.
EB
ELECTRONIC BALLAST
PCP
PUMP CONTROL PANEL
1414 RALEIGH RD. SUITE 305,
PLANS
EC
EMPTY CONDUIT
PE
PHOTO —ELECTRIC CONTROL
8.
UNLESS OTHERWISE NOTED, EXPOSED CONDUIT SHALL BE STAINLESS STEEL, PVC —COATED STEEL OR PVC.
CHAPEL HILL, NC27517
E.C.
ELECTRICAL CONTRACTOR
PH
PHASE
HEAVY LINES INDICATE NEW WORK
EF
EXHAUST FAN
PL
PILOT LIGHT
9.
UNLESS OTHERWISE NOTED, CABLE SHALL BE TYPE THWN STRANDED COPPER.
MEDICAL EQUIPMENT
EL
ELEVATION
PLC
PROGRAMMABLE LOGIC
ANCHOR PLANNING
LIGHT LINES INDICATE EXISTING EQUIPMENT
EHH
ELECTRICAL HAND HOLE
CONTROLLER
10.
METER BASE SHALL BE PROVIDED AND INSTALLED BY THE CONTRACTOR AS SPECIFIED BY THE POWER COMPANY.
6201 FAIRVIEW RD. #200,
CONDUIT EXPOSED
EWH
ELECTRIC WATER HEATER
PMR
POWER MONITOR RELAY
CHARLOTTE, NC28210
EX.
EXISTING
PP
POWER PANEL
11.
THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR CODE COMPLIANCE. IF DISCREPANCIES OCCUR BETWEEN THE DRAWINGS AND ANY LAWS,
— — —
CONDUIT CONCEALED
EXP
EXPLOSION PROOF
PROP.
PROPOSED
CODES, ORDINANCES, RULES AND REGULATIONS; EACH DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER IN WRITING.
ELECTRICAL TRADE PARTNER
G
GROUND
PSCP
PUMP STATION CONTROL PANEL
THAT WORK WHICH IS SHOWN OR SPECIFIED IN VIOLATION OF THESE RULES AND REGULATIONS SHALL BE DONE IN COMPLIANCE WITH THE
ADAMS ELECTRIC
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CONDUIT TURNING UP, CONDUIT TURNING DOWN
GEN
GENERATOR
R
RED
REGULATIONS AND NO CLAIM FOR ADDITIONAL COST REQUIRED TO MAKE IMPLIED SYSTEMS COMPLETE WILL BE ACCEPTED.
GFCI
GROUND FAULT CIRCUIT INTERRUPTER
REQD
REQUIRED
401 NORTH GREENEST
LP-2
TYPICAL HOMERUN TO BE ROUTED TO LIGHTING PANEL
"LP"
GFI
GROUND FAULT INTERRUPTER
RTU
REMOTE TELEMETRY UNIT
12.
SCADA/RTU PANEL SHALL BE FURNISHED AND INSTALLED UNDER THIS CONTRACT. ALL WIRE TERMINATIONS UNDER THIS CONTRACT. SEE
GREENSBORO,NC27401
CIRCUIT NUMBER 2. SHORT DASH INDICATES PHASE
GND
GROUND
RVAT
REDUCED VOLTAGE
SPECIFICATIONS FOR REQUIREMENTS.
CONDUCTOR, LONG DASH INDICATES NEUTRAL
HID
HIGH INTENSITY DISCHARGE (LIGHT)
AUTOTRANSFORMER
MECHANICAL TRADE PARTNER
CONDUCTOR, CIRCULAR DASH INDICATES GROUND WIRE.
HOA
HAND —OFF —AUTOMATIC
RVSS
REDUCED VOLTAGE SOFT STARTERS
13.
THIS IS A GENERAL LEGEND SHEET. SOME SYMBOLS AND ABBREVIATIONS MAY NOT BE UTILIZED ON THIS SPECIFIC PROJECT.
ROCK CITY MECHANICAL
QQ
FLUORESCENT LIGHTING FIXTURE, SEE LIGHTING SCHEDULE
HP
HVAC
HORSEPOWER
HEATING, VENTILATION, & AIR COND.
SA
SE
SURGE ARRESTOR
SERVICE ENTRANCE
2715 GRANDVIEW AVENUE
NASHVILLE, TN 37211
14.
PRIOR TO ORDERING ELECTRICAL EQUIPMENT CONTRACTOR SHALL COORDINATE UTILITY POWER SERVICE WITH LOCAL UTILITY COMPANY.
0
LIGHTING FIXTURE, SEE LIGHTING SCHEDULE
HZ
JB
HERTZ
JUNCTION BOX
SIP
SS
SUB —PANEL
STAINLESS STEEL OR
15.
CONTRACTOR SHALL COORDINATE ELECTRICAL EQUIPMENT AND MOUNTING OF ELECTRICAL EQUIPMENT WITH BUILDING SUPPLIER. UNI—STRUT
E E
UNDERGROUND CONCRETE ENCASED DUCT BANK
KVA
KW
KILOVOLT —AMPERE
KILOWATT
SSRV
SELECTOR SWITCH
SOLID STATE REDUCED
AS REQUIRED.
STUR6 LL
EE EE
UNDERGROUND DIRECT BURIED CONDUITS
LAHJ
LOCAL AUTHORITY HAVING
VOLTAGE
16.
JB 1 AND 2 TERMINATION CABINET SHALL BE PROVIDED WITH TERMINAL STRIPS AND BARRIER AS REQUIRED.
�=
JURISDICTION
SST
STAINLESS STEEL
— —
GROUND CONDUCTOR
LE
LEVEL ELEMENT
SSW
SELECTOR SWITCH
INCHE. IR
LP
LIGHTING PANEL
T
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$
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LS
LEVEL SWITCH
TS
TEMPERATURE SWITCH
N ISOUTH NCIN292
LSH
LEVEL SWITCH — HIGH
TVSS
TRANSIENT VOLTAGE SURGE
LONE
(238-1249 PH.
PA(336)
$3
THREE WAY SWITCH
LSL
LEVEL SWITCH — LOW
SUPPRESSOR
236-6393 FAX
TYP
TYPICAL
$WP
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UH
UNIT HEATER
1 "
UM
UTILITY METER
LP8:�
PANEL AND CIRCUIT NUMBER WITH DUPLEX RECEPTACLE, 120
VOLT
V
VOLTS
THIS BAR EQUALS
VAC
VOLTS ALTERNATING CURRENT
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DQGFI
GROUND FAULT CIRCUIT INTERRUPTER
VFD
VARIABLE FREQUENCY DRIVE
ORIGINAL DRAWING
W
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WEATHERPROOF RECEPTACLE
WP
WEATHERPROOF
XP
EXPLOSION PROOF
PANELBOARD: MPC (LP)
BUS: AS REQ'D
MAIN CB: 20A-2P XFMR PRIMARY
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TELEPHONE OUTLET
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THREE PHASE
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AND
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20
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20
ENGINE JACKET HEATER
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20
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7
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20
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11
12
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20
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GROUND ROD
3-7/C#14
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MULTICONDUCTOR CONTROL CABLES
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20
1P
15
16
1P
20
SPARE
2—RS485
TWO CABLES FOR RS485 COMMUNICATION
SPARE
20
1P
17
18
1P
20
SPARE
GROUND CONNECTION
SPARE
20
1P
19
20
1P
20
SPARE
TEST WELL GROUND ROD
I SPARE
20I
1P
1211221
1P
20
ARE
SPARE 20 1 1P 1231241 1P 20 1 SPARE
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MPC PANEL SCHEDULE
1319 SPERO ROAD
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UTILITY DISCONNECT
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SE RATED, (DSU)
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RECORD DRAWING
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PROJECT BASED UPON FIELD OBSERVATION,
PROJECT RECORDS, AND/OR INFORMATION
FURNISHED BY OTHERS, WHICH HAVE NOT
BEEN VERIFIED BY THE ENGINEER.
DAvis,@ MARTIN ® POWELL �
ENGINEERS & SURVEYORS dmp
6415 OLD PLANK RD, HIGH POINT, NC 27265 1 T: [phone] 1 F: [phone] 1 WWW.DMP-INC.COM I LICENSE: F-0245
CONE
HEALTH.
KEYPLAN
ISSUE CHART
& W & SS ASBUILTS 8-28-24
0 ASI-001 10-03-23
ORIGINAL ISSUE 6-28-23
MARK ISSUE FDATE
Job Number 22-001
TITLE
ONE -LINE
LEGEND AND
NOTES NOT TO SCALE
SHEET NUMBER
P-o =E 1
CERTIFIED AS TO RECORD
DRAWINGS ONLY
© 2023 Perkins and Will

Docusign Envelope ID: 86BO2212-OBF1-47AD-8565-79D7C54DEBA1
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3/4" DIA. X 10' — 0" GROUND ROD, (TYP
TIE FENCE TO GROUND LOOP
PROPOSED AREA LIGHT AND SC/
® SEE CIVIL DRAWINGS FOR INSTALLED
UNDERGROUND PIPING LAYOUT
BOLT THRU TAB
GROUNDING
RING
II IAAr�C� �CTIAICCAI
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SCALE: 1" = 10,
10 0 10
BRAIDED GROUND STRAP PROVIDED WITH
GROUND RING
CONNECTION DETAIL
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CONDUIT
SLEEVE
2/0 AWG TO
GROUND SYSTEM
MAG METER GROUNDING DETAIL
NITS
U1:
PUMP STATION SITE PLAN
METER FLANGES
PRE —DRILLED
06 AWG JUMPER
BETWEEN GROUND
RINGS
PROPOSED UTILITY TRANSFORMER PAD
AND METER. PAD BY CONTRACTOR,
COORDINATE PAD SIZE WITH UTILITY.
OD TEST WELL
ATOR 60KW (MIN)
CTOR, SEE SHEET
TAIL. TIE GENERATOR
P. (TYPICAL OF TWO)
2, WITH TERMINAL STRIPS AS REQUIRED.
GROUND LOOP (TYPICAL OF TWO)
ROUND LOOP (SEE DETAIL)
(TYPICAL)
PS AND FLOAT SWITCHES
An
NOTES:
1. CONTRACTOR IS RESPONSIBLE FOR ROUTING ALL CONDUITS. THIS SHALL INCLUDE ALL CONDUITS INDICATED ON
THE ONE —LINES, PLANS, AND PANEL SCHEDULES.
2. PUMPS, LEVEL FLOAT SWITCHES, AND PUMP CONTROL PANEL (PCP) FURNISHED BY THE PUMP SUPPLIER. PCP
INSTALLED & WIRED BY THE ELECTRICAL CONTRACTOR (E.C.). PUMPS AND FLOATS INSTALLED BY OTHERS AND
WIRED BY E.C.
3. CABLE PROVIDED WITH PUMPS AND FLOATS. CONDUIT AND INSTALLATION BY ELECTRICAL CONTRACTOR.
4. WETWELL IS CLASSIFIED HAZARDOUS, CLASS I, DIVISION 1, GROUP D BY THE NEC. ALL CONDUITS ENTERING
THIS AREA SHALL BE PROVIDED WITH SUITABLE SEALOFFS.
5. CONTRACTOR SHALL FIELD VERIFY EQUIPMENT LOCATIONS PRIOR TO INSTALLATION OF CABLE AND CONDUIT.
6. ALL ELECTRICAL WORK SHALL CONFORM TO THE NEC, NC STATE BUILDING CODE, AND ALL LOCAL CODES AND
ORDINANCES.
7. ALL ELECTRICAL EQUIPMENT SHALL BE THIRD PARTY LISTED AS REQUIRED BY THE STATE OF NORTH CAROLINA.
8. UNLESS OTHERWISE NOTED, EXPOSED CONDUIT SHALL BE STAINLESS STEEL, PVC —COATED STEEL OR PVC.
9. UNLESS OTHERWISE NOTED, CABLE SHALL BE TYPE THWN STRANDED COPPER.
10. METER BASE SHALL BE PROVIDED AND INSTALLED BY THE CONTRACTOR AS SPECIFIED BY THE POWER
COMPANY.
11. SEE SHEET E1 FOR ONE —LINE DIAGRAM, LEGEND AND PANEL SCHEDULE. SHEET E3 ELECTRICAL DETAILS.
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1. NEMA 4X SS TERMINATION CABINET/JUNCTION BOX WITH
TERMINAL STRIPS AND BARRIER AS REQUIRED.
AS REQUIRED TO FIT
EQUIPMENT FURNISHED
JB1
SEAL OFFS AS
REQUIRED OR
PROVIDE A MINIMW
AIR GAP OF 18"
WITH COMPRESSION
FITTINGS ON BOTH
ENDS OF CONDUIT.
TYPICAL ALL
CONDUITS ENTERING
WETWELL FROM
JUNCTION BOXES.
ALL MOUNTING
HARDWARE SHALL
BE HOT DIPPED
GALVANIZED STEEL
FINISHED GRADE
36"
JB2
Legacy Tower
411 W Chapel Hill Street, Suite 200
Durham, North Carolina 27701
t 919.433.5300
f 919.433.5301
www.perkinswill.com
BUILD TEAM
CIVIL
STIMMEL ASSOCIATES, P.A.
619 CEDAR ST. SUITE L, CHARLOTTE,
NC 28202
STRUCTURAL
WALTER P. MOORE
421 FAYETTEVILLE ST. SUITE 1100,
RALEIGH, NC 27601
MEP
AFFILIATED ENGINEERS, INC.
1414 RALEIGH RD. SUITE 305,
CHAPEL HILL, NC 27517
MEDICAL EQUIPMENT
ANCHOR PLANNING
6201 FAIRVIEW RD. #200,
CHARLOTTE, NC 28210
ELECTRICAL TRADE PARTNER
ADAMS ELECTRIC
401 NORTH GREENEST
GREENSBORO, NC 27401
MECHANICAL TRADE PARTNER
ROCK CITY MECHANICAL
2715 GRANDVIEW AVENUE
NASHVILLE, TN 37211
STURC LL
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INC HE. IR H6
PAONE SOUTH MAIN ST.
LEXINGTON, NC 27292
[phone] PH.
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1"
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THIS BAR EQUALS
1 INCH ON
ORIGINAL DRAWING
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CONCRETE
TYPICAL JUNCTION BOX RACK DETAIL
N TS
RECORD DRAWING
THESE RECORD DRAWINGS REPRESENT THE
FINAL CONDITIONS OF THE CONSTRUCTION
PROJECT BASED UPON FIELD OBSERVATION,
PROJECT RECORDS, AND/OR INFORMATION
FURNISHED BY OTHERS, WHICH HAVE NOT
BEEN VERIFIED BY THE ENGINEER.
DAvis@ MARTIN POWELL dm
ENGINEERS & SURVEY 0 R S p
6415 OLD PLANK RD, HIGH POINT, NC 27265 T: [phone] I F: [phone] WWW.DMP INC.COM LICENSE: F 0245
ISSUE CHART
® W & SS ASBUILTS 8-28-24
0 ASI-001 10-03-23
ORIGINAL ISSUE 6-28-23
MARK ISSUE DATE
Job Number 22-001
TITLE
SITE PLAN AND
MISC. DETAILS
1"=20'
SHEET NUMBER
PS-E2
CERTIFIED AS TO RECORD
DRAWINGS ONLY
© 2023 Perkins and Will

Docusign Envelope ID: 86BO2212-OBF1-47AD-8565-79D7C54DEBA1
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EQUIPMENT GROUNDING
CONDUCTOR
\ BONDING
BUSHING
LOCK
WASHER
NOTES:
1. ONE CONDUCTOR PER LUG. USE MULTIPLE BARREL LUGS AS REQUIRED.
2. SCRAPE PAINT FROM UNDER LUG TO ASSURE METAL CONTACT.
TYPICAL EQUIPMENT GROUNDING DETAIL
NTS
GROUND ROD TEST WELL
GROUND ROD CLAMP
COPPER GROUNDING CONDUCTOR
3/4" DIAMETER BY 10' LONG COPPER
CLAD STEEL GROUND ROD, TYP.
GROUND ROD TEST WELL DETAIL
FINISH GRADE
STONE FREE
COMPACTED
BACKFILL
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MIN. DIAGRAMS.
TYPICAL DIRECT BURIED CONDUIT DETAIL
NTS
GRADE
O
* I CADWELD
CONNECTION
RING GROUND
#2 AWG BCW
GROUND ROD COPPERCLAD
3/40 X 10'-0" LONG
* 2'-6" OR 6" BELOW FROST LINE, WHICHEVER IS DEEPER
GROUND ROD DETAIL
NTS
NOTE:
1. SUBMIT COMPLETE LIST OF PROPOSED NAMEPLATES TO
ARCHITECT/ENGINEER FOR APPROVAL PRIOR TO FABRICATION.
PANEL "A" 120/208V,
30, 4W, 225A
FED FROM MDP-21 INSTALLED
12/23/02
PANEL "AA" 120/208V, DISC AHU#1 120/208V, 30, 4W,
30, 4W, 225A 100A
SUB —FED FROM PNL "A" FED FROM PP-2,4,6 INSTALLED
INSTALLED 12/23/02 12/23/02
TYPICAL NAMEPLATE DETAIL
3/4" X 1(
COPPER CLA
STEEL RO
SECTION
GROUND LOOP DETAIL
NTS
WEATHERHEAD, CONDUIT, AND
CABLE SUPPLIED AND INSTALLED
BY CONTRACTOR
277/48OV, 3PH, 4W SERVICE.
STUB OUT CONDUCTORS FOR
CONNECTION BY UTILITY.
METER BASE SUPPLIED
AND INSTALLED BY
CONTRACTOR. METER
BY UTILITY.
CONDUIT STRAPS
AS REQUIRED
;U. DOWNLEAD
;ONDUCTOR
"TA" CADWELD
'PER EQUIPMENT
)UNDING CONDUCTOR,
PER NEC
30' CLASS 5 TREATED
WOOD POLE SUPPLIED AND
INSTALLED BY CONTRACTOR
#6 BARE COPPER GROUND
STAPLES AS REQUIRED
GRADE
TO GROUND GRID
CADWELD CONNECTIONS z I
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LJ
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AREA LIGHT AND ANTENNA POLE DETAIL
LED AREA LIGHT WITH CUT—OFF —
REFLECTOR, PHOTOCELL, AND
MOUNTING ARM. MOUNT AT 20'.
CREE EDGE:
FLD—EHO—N6—HV-12—E—UL—SV—R-40K
OR EQUAL
ANTENNA
(MOUNTING HARDWARE
BY EC) MOUNT AT 40'
WEATHERHEAD, CONDUIT, AND
CABLE SUPPLIED AND INSTALLED
BY CONTRACTOR
CONDUIT STRAPS
AS REQUIRED —
45' CLASS 5 TREATED
WOOD POLE SUPPLIED AND
INSTALLED BY CONTRACTOR.
CONFIRM ANTENNA HEIGHT
WITH SCADA SUPPLIED.
#6 BARE COPPER GROUND
STAPLES AS REQUIRED
GRADE
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CADWELD CONNECTIONS _z
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GROUND RODS AS REQUIRED
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UTILITY POLE DETAIL
NTS NTS NTS I NTS
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;HAMFER, TYP.
TOP OF SLAB
4" MIN.
8 ELEVATION SUBGRADEv
121" OR AS REQUIRED 1'-0"
MIN. NOTE G2 MIN.
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00
SOANBR
(DSUU) L (DSG) AUTOMATIC PANELBOARD MPC SCADA PANE
TRANSFER (PP) PUMP CONTROL
TR L (LP) (SP) (FIT) J
_TCH (ATS) (PCP) -
LUMINARY
NOTE 1
CLUMINARY
LUMINARY
TOP VIEW
� AS REQUIRED
AUDIBLE & VISIBLE ALARM
��ANNUNCIATORS. LOCATE WHERE
VISIBLE FROM A PUBLIC ROAD.
(DSUJ (DSG�' • MPC
(LP)
1111
N 11 AUTOMATI6 /
TRANSFER PANELBOARD PUMP C N ROL ® SCADA RTU FI
o SWITCH (PP) PANEL (P�P) C3 PANEL
z W .. (ATS)
X
145" OR AS REQUIRED
NOTE G2
PLAN VIEW
GENERATOR NOTES
01. THE SYSTEM SHALL BE COMPLETELY SELF—CONTAINED, COMPLETE WITH GENERATOR SET, FUEL
FEED LINES, BATTERY SYSTEM & CHARGER, MAIN LINE CIRCUIT BREAKER, CRITICAL EXHAUST
SILENCER, AND OTHER APPURTENANCES NECESSARY FOR A COMPLETE AND OPERABLE SYSTEM.
G2. DIMENSIONS WILL VARY DEPENDING ON THE GENERATOR SYSTEM SUPPLIED.
G3. GENERATOR TO BE ANCHOR BOLTED TO SLAB PER MANUFACTURER'S INSTRUCTIONS. VIBRATION
ISOLATION PAD TO BE INSTALLED BETWEEN PAD AND GENERATOR.
G4. GENERATOR SYSTEM SHALL BE ABLE TO START AND OPERATE 5 kVA MISCELLANEOUS LOAD, AND
TWO (2) 25 HP MOTORS STARTED SEQUENTIALLY.
GENERATOR DETAIL
IN 0 1 bill
REMOVABLE (-RATIN(- nR
ACCESS H
3/8" SST EXP
ANCHOR AND
EYEBOLT
SST CLAMP, TY
1/4" SST WIRE
2 SST SPLIT B(
CONNECTORS, 1
BOTH ENDS WIE
ROPE
STAINLESS STEEL
CABLE HOLDER
CABLE BRACKET
MOUNTED TO WALL
(CABLE SHALL SLIDE
FREELY), TYPICAL
FLOAT SWITCH, TYP
�ANl;11UK
FLOAT SWITCH MOUNTING DETAIL
ATTACH HOOD TO STRUT WITH 3/8-16 BOLT WITH
WEATHER HOOD CONSTRUCTED OF ----- FLAT WASHER, LOCK WASHER, AND NUT EQUALLY SPACED
1/8" THICK ALUMINUM SHEET ' ON 18" CENTERS
\ HOT DIPPED GALVANIZED PIPE CAP
WITH INTERNAL PIPE THREADS
.1
c�
NOTE 4
(TYP)
NTS
HOT DIPPED GALVANIZED, HEAVY DUTY,
TWO —HOLE, PIPE STRAP.
DRILL AND TAP POLE 3/8-16UNC.
i I CLEARANCE DRILL STRAP FOR 3/8 BOLT.
INSTALL 3/8-16UNC BOLT WITH LOCK WASHER
TO 1 /I PREVENT DOWN THESUPPORT POST. HOOD
ONOTE 3 SLIDING
% (TYPICAL OF 6 STRAPS)
ALL HARDWARE AND FASTENERS TO BE STEEL
j WITH HOT —DIPPED GALVANIZED FINISH, NOTE 3
12 GAUGE STEEL STRUT WITH
HOT —DIPPED GALVANIZED FINISH,
--- NOTE 3
ENLARGED DETAIL
1 " SLOPE
FOR RAIN
FALL OFF
HOOD NOTES:
1.
LUMINARY IN WEATHER HOOD SHALL BE 4—FOOT LED WITH ENCLOSED FIBERGLASS
HOUSING, WET LABEL LISTED, LED, LITHONIA FEM4LED-9L/57—IMACD, COLUMBIA
LXEM4-50HL—RA—EU, METALUX 4VT2—LD4-8—DR—UNV—L850—CD1—WL OR EQUAL.
2.
CORROSION —RESISTANT COATING OF THIXOTROPIC COAL TAR PAINT SHALL BE
APPLIED TO ALL CONDUITS THAT TURN OUT OF CONCRETE, MASONRY, OR EARTH.
THE COATING SHALL CONSIST OF A HEAVY COAT OF COAL TAR PAINT EXTENDING
SIX INCHES ON EACH SIDE OF THE POINT OF TURN —OUT.
SEE ENLARGED 3.
ZINC RICH PAINT SHALL BE FIELD APPLIED TO ALL SAW CUTS, PIPE THREADS,
DETAIL
FASTENER HARDWARE, AND DAMAGED FINISHES OF GALVANIZED MATERIALS.
4.
ALL CORNERS AND EDGES ON WEATHER HOOD SHALL BE ROUNDED AND SMOOTH.
5.
WIDTH OF HOOD TO BE DETERMINED BY EQUIPMENT SUPPLIED. CONTRACTOR TO
PROVIDE HOOD FABRICATION DETAILS WITH EQUIPMENT SUBMITTALS.
6.
PROVIDE CUTOUTS IN WEATHER HOOD FOR AIR CONDITIONER VENTILATION IN PANELS
AS REQUIRED FOR PROPER VENTILATION.
TYP. PCP3 PCP2 PCP1 PCP* FO�3"
LP, P, PCP AND AAD NOTE 2 7. HOOD STIFFENERS SHALL BE PROVIDED TO PREVENT FROM BENDING OR WARPING.
a . .a. . a ..Y ) (MIN) .. T P
POST
e e e
O 4 REBAR ANCHOR
GROUND THRU POST (TYP)
ROD AS
REQUIRED
1(2 MIN.) I . ► 71 I
5" MAX
1' MIM.
e 1
4 JA
z
PROVIDE A 6" CONCRETE PAD UNDER RACK,
EXTEND PAD TO 1'—O" OUTSIDE OF HOOD r-)
EDGE AND POST. CONCRETE PAD SHALL HAVE ' o
A SINGLE MAT OF WELDED —WIRE MESH FOR
�I REINFORCEMENT SIDE VIEW
(ELEC. ENCLOSURES
NOT SHOWN)
ELECTRICAL RACK DETAIL
NTS NTS
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+11:,Wl 1�0/4/2024
RECORD DRAWING
THESE RECORD DRAWINGS REPRESENT THE
FINAL CONDITIONS OF THE CONSTRUCTION
PROJECT BASED UPON FIELD OBSERVATION,
PROJECT RECORDS, AND/OR INFORMATION
FURNISHED BY OTHERS, WHICH HAVE NOT
BEEN VERIFIED BY THE ENGINEER.
CERTIFIED AS TO RECORD
DRAWINGS ONLY
DAVIS ° MARTIN ° POWELL
ENGINEERS & SURVEYORS
6415 OLD PLANK RD, HIGH POINT, NC 27265 T: [phone] 1 F: [phone] 1 WWW.DMP-INC.COM LICENSE: F-0245
Legacy Tower
411 W Chapel Hill Street, Suite 200
Durham, North Carolina 27701
t 919.433.5300
f 919.433.5301
www.perkinswill.com
BUILD TEAM
CIVIL
STIMMEL ASSOCIATES, P.A.
619 CEDAR ST. SUITE L, CHARLOTTE,
NC 28202
STRUCTURAL
WALTER P. MOORE
421 FAYETTEVILLE ST. SUITE 1100,
RALEIGH, INC 27601
MEP
AFFILIATED ENGINEERS, INC.
1414 RALEIGH RD. SUITE 305,
CHAPEL HILL, NC 27517
MEDICAL EQUIPMENT
ANCHOR PLANNING
6201 FAIRVIEW RD. #200,
CHARLOTTE, NC 28210
ELECTRICAL TRADE PARTNER
ADAMS ELECTRIC
401 NORTH GREENEST
GREENSBORO, NC 27401
MECHANICAL TRADE PARTNER
ROCK CITY MECHANICAL
2715 GRANDVIEW AVENUE
NASHVILLE, TN 37211
STUR6 LL
i
[. N6
H1. E.
R NG
ONE SOUTH MAIN ST.
LEXINGTON, NC 27292
[phone] PH.
PA(336) 236-6393 FAX
1"
����
THIS BAR EQUALS
1 INCH ON
ORIGINAL DRAWING
�N CAR ,
S/
SEAL
16871 _,
GFNI NEED
�44 W S\
PROJECT
Cone Health MedCenter
Asheboro
� 1319 SPERO ROAD
S
CONE
HEALTH.,
KEYPLAN
ISSUE CHART
ASI-001 10-03-23
ORIGINAL ISSUE 6-28-23
FMARKF ISSUE I DATE
Job Number 22-001
TITLE
MISC. DETAILS
NOT TO SCALE
SHEET NUMBER
S=E3
© 2023 Perkins and Will