HomeMy WebLinkAbout30-18 Site Plan0
N
Q
m
0
00
0
N
/
/
0
1
00
0
N
/
U
0-
0
N
U
C
3
0
J
m
APPROVED BY FREDERICK COUNTY
ZONING ADMINISTRATOR
APPROVAL SIGNATURE
* THIS SITE PLAN SHALL BE VALID FOR A PERIOD
OF FIVE (5) YEARS FROM DATE OF APPROVAL.
TABLE OF CONTENTS
C101 OVERALL SITE PLAN
C102 SITE PLAN AND DETAILS
C103 MODULAR UNIT ELECTRICAL PLAN
LEGEND
EXISTING
DEMO
NEW
DESCRIPTION
—2050— —
050
CONTOURS
No.
Description
112.00
SPOT ELEVATIONS
z
U
CONCRETE CURB
d
V)
CONCRETE CURB
& GUTTER
Q N
a
E
a °.°
CONCRETE PAD/WALK
Lu
U
�
ce
z
�u T
���
J
PAVEMENT
O
L)
`-
CO
GRAVEL
u.l
Y.-. C:)
U
BUILDING
LTJ
SITE FEATURES
u�im�a
3
z
X x
x x
FENCING
— —
— —
PROPERTY LINE
C
_j
CENTERLINE OR BASELINE
L
o
BENCHMARK
— — — SD---
SD
SD
STORM SEWER LINE
=
o °' 2
CURB INLET
- -
LTJ
DROP INLET
n -
LF
�—
z
END SECTION / END WALL
(0�"
O
O
MANHOLE
- - - 0 H E - - -
OHE
OHE
ELECTRIC - OVERHEAD
- - - UGE
UGE
UGE
ELECTRIC - UNDERGROUND
- - - UGT
UGT
UGT
TELEPHONE - UNDERGROUND
- - HO
FO
FO
FIBER OPTIC - UNDERGROUND
G
G
G
GAS LINE
❑M
❑M
1E
GAS METER
SS
SS
SS
SANITARY SEWER
® CO
CLEANOUT
W
W
W
WATER LINE
®
®
®
GATE VALVE
9
®
WATER METER
FIRE HYDRANT
HANDICAP PARKING
TREE LINE
T
o a
SIGNS
OHE - �H -- - �t= --- ----=OHS --- -__-- -
100' SIDE
YARD SETBACK
PIN 33 -A -164D
JACK K. WAMPLER, SR.
DB 690, PG 228
ZONE: B2
USE: VACANT
EXIST ASPH FIRE LANE
550' TO TEMPORARY
CLASSROOM UNITS
I.
198.01'
w
0
nN}
co M
N
U.S. ROUTE 11 — MARTINSBURG PIKE
(80' R/W)
708.40'
\ o S48'04'34"W
\ \ \ 149( 33'
I\
°EXIST° BUS LOOP
I o a
O
EXIST
PLAYFIELD
I
EXIST PLAY AREA
AVAILABLE FOR FIRE
TRUCK TURNAROUND
PIN 44-A-82
FREDERICK COUNTY SCHOOL BOARD
DB N/A PG N/A
ZONE: RA
USE: EDUCATIONAL
118.94'
60' FRONT
YARD SETBACK
❑I
STONEWALL 1� 210.07''—
ELEMENTARY
SCHOOL �
EXIST PARKI G AND
/ SERVICE REA
�IFI
EXIST
MODULAR NITS
EXIST
- PLAYGROUND
PARKING SPACE CALCULATIONS
REQUIRED PARKING
1 SPACE PER STAFF, PLUS 4 VISITORS
92 STAFF = 96 SPACES REQUIRED (4 HANDICAP)
EXISTING PARKING
105 AUTOMOBILE SPACES (5 HC)
4 BUS SPACES
PROPOSED PARKING
HeZT�I�I L� Z@ 01
- - N50'11'14"E
707.50'
PENN CENTRAL RAILROAD
- - (60' ")
OVERALL SITE PLAN
100' 50' 0 100' 200'
1" = 100'-0"
UTILITY CONTACTS
COMCAST COMMUNICATIONS
195 RAINVILLE ROAD
WINCHESTER, VA.22602
WASHINGTON GAS
P.O. BOX 2400
WINCHESTER VIRGINIA 22604
VERIZON
404 HILLANDALE LANE
WINCHESTER, VIRGINIA 22602
SHENANDOAH VALLEY ELECTRIC COOPERATIVE
3463 VALLEY PIKE
WINCHESTER, VIRGINIA 22602
RAPPAHANNOCK ELECTRIC COOPERATIVE
137 KELLEY COURT
FRONT ROYAL, VIRGINIA 22630
FREDERICK WATER
P.O. BOX 1877
WINCHESTER VIRGINIA 22604
N
EXIST ASPH FIRE LANE
105' TO TEMPORARY
CLASSROOM UNITS
PROPOSED
MODULAR UNITS
EXIST I
ATHLETIC
FIELD I
100' REAR
YARD SETBACK
100' SIDE
YARD SETBACK
PIN 44-A-81
STONEWALL DISTRICT
RURITAN CLUB, INC.
DB 361, PG 181
ZONE: RA
USE: AGRICULTURAL
ZONING INFORMATION
ZONING: RURAL AREAS
REQUIRED MINIMUM SETBACKS:
FRONT 60'
SIDE 100' (ACCESSORY STRUCTURES - 15')
REAR 100' (ACCESSORY STRUCTURES - 15')
PROVIDED SETBACKS:
FRONT 149.33'
SIDE 198.01'
210.07'
REAR 118.94'
TEMPORARY CLASSROOMS ARE ACCESSORY TO THE EXISTING
SCHOOL AND ARE ALLOWED IN THE OVERALL SETBACK AREA.
BUILDING HEIGHT:
MAXIMUM HEIGHT 35'
EXISTING HEIGHT 16'-8"
MODULAR UNIT HEIGHT 15'
GENERAL NOTES
1. OWNER:
FREDERICK COUNTY SCHOOL BOARD
SUPERINTENDENT OF SCHOOLS
1415 AMHERST STREET
WINCHESTER, VA 22601
(540) 622-3888
2. ARCHITECT/lENGINEER:
OWPR, INC.
200 COUNTRY CLUB DRIVE
PLAZA ONE, BUILDING "E'
BLACKSBURG, VA 24060
(540) 552-2151 FAX (540) 951-0219
3. SITE AREAS:
TOTAL SITE AREA 10.01 ACRES
TOTAL DISTURBED SITE AREA 0.03 ACRES
4. ZONING: RURAL AREAS (RA)
5. MAGISTERIAL DISTRICT: STONEWALL
6. BUILDING INFORMATION:
MOBILE UNITS HEIGHT: 1 STORY — 16'-8"
BUILDING USE: EDUCATIONAL
BUILDING AREA: 68,051 S.F. (EXISTING)
4,896 S.F. (TEMPORARY)
1.777 S.F. (PROPOSEDI
74,724 S.F. (TOTAL)
7. PROPERTY INFORMATION:
TAX PARCEL: 44—A-82
CURRENT USE: ELEMENTARY SCHOOL
PHYSICAL ADDRESS: 3165 MARTINSBURG PIKE
WINCHESTER, VA 22624
8. CONTRACTOR SHALL HAVE A LICENSED LAND SURVEYOR RESET ANY
BENCHMARKS DISTURBED DURING CONSTRUCTION AND SHALL NOTE
THE NEW LOCATION AND ELEVATION ON THE AS—BUILT DRAWINGS.
9. ALL EXISTING SITE FEATURES DAMAGED AS A RESULT OF THE
CONTRACTOR'S ACTIONS SHALL BE REPLACED OR REPAIRED AS
DIRECTED BY THE ARCHITECT/lENGINEER AT NO ADDITIONAL COST TO
THE OWNER.
10. A PRE CONSTRUCTION MEETING WILL BE HELD PRIOR TO
BEGINNING CONSTRUCTION.
11. IT IS THE CONTRACTOR'S RESPONSIBLILTY TO MEET COMPLIANCE
REQUIREMENTS WITH SECTION 59.1-406.ET.SEQ., OF THE CODE OF
VIRGINIA (OVERHEAD HIGH VOLTAGE LINES SAFETY ACT).
12. FREDERICK WATER PROJECT INFORMATION — NO CHANGE IN WATER
AND SANITARY SEWER DEMAND OR USAGE.
13. NO PROPOSED CHANGES TO SITE SIGNAGE OR LANDSCAPING
INCLUDED IN THIS PROJECT.
14. NO PROPOSED BUILDING—MOUNTED OR POLE—MOUNTED SITE LIGHTING
INCLUDED IN THIS PROJECT.
15. PREVIOUS SITE PLAN APPROVALS INCLUDE:
— SITE PLAN #19-96
— SITE PLAN #37-12
SURVEY NOTES
1. TOPOGRAPHIC INFORMATION SHOWN HEREON IS BASED ON AN
ACTUAL FIELD SURVEY COMPLETED OCTOBER 23, 2012. SURVEY
PROVIDED BY MARSH & LEGGE LAND SURVEYORS, PLC.,
WINCHESTER, VIRGINIA.
2. THE BOUNDARY INFORMATION WAS PREPARED WITHOUT THE
BENEFIT OF A TITLE REPORT.
3. ANY UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM
FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE
SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND
UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA,
EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER
DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN
ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES
CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE
FROM INFORMATION AVAILABLE.
4. HORIZONTAL ORIENTATION IS BASED ON VA. NAD 83 NORTH ZONE
STATE GRID; VERTICAL DATUM IS BASED ON NAVD 88 ELEVATIONS
ESTABLISHED USING GPS METHODS.
5. BOUNDARY DISTANCES AND BEARINGS PROVIDED WERE TAKEN
FROM EXISTING RECORD DRAWINGS AND HAVE NOT BEEN VERIFIED.
THIS PLAT DOES NOT CONSTITUTE A BOUNDARY SURVEY.
NOP
(STATE Rot) ROAD
E 6 112)
EXIT 321
k -
PROJECT SITE BOJ
JG'
�P
VICINITY MAP
1" = 1,000'
N
1
A H 0 F ''Il
o
o
WILLIAM A. SHELTON
Lic. No. 031651
"SIONAL
co
Z
J
O
No.
Description
Date
Revisions
A H 0 F ''Il
o
o
WILLIAM A. SHELTON
Lic. No. 031651
"SIONAL
u')
co
Z
J
O
o
O
-j
O
z
U
=
d
V)
v+
Q N
a
E
Lu
U
�
ce
z
�u T
���
J
U
O
L)
`-
CO
o0
u.l
Y.-. C:)
U
LTJ
u�im�a
3
z
a
0
Ln
cn
C
_j
'
L
o
Lu
Lu N
o
=
o °' 2
U
k_,
LTJ
oc
2L(
z
Q
° m >
Q
(D�
N O
W
C/)
Lr) LON
0 L0 O)
o
)m
U m T v
o�0L0Lo
Na- ma - LL
u')
co
Z
J
O
o
O
-j
O
z
U
=
V)
�
a
E
oN
U
�
0
U
o
i
J
U
O
`-
CO
o0
�
z
Q
LTJ
z
_
w
::DLdQ
cn
O
_j
z
::D
o
Q
O
U
U
LTJ
�
Qf
L.LJ
z
LLj
w
Q
(D�
W
C/)
Li
o
co
Z
�
o
m
-D
c
E
a
E
oN
�
0
U
o
i
o
U
`-
z
Q
J
cl—
LiJ
V)
J
Q
LiJ
O
C101
�
m
m
�
U
o
i
U
Q
z
Q
J
cl—
LiJ
V)
J
Q
LiJ
O
C101
W
EXISTING MODULAR
CLASSROOMS
0
N
7
Q
N
I
m
I
0
I
00
0
N
/
/
0
1
00
0
N
/
U
1
0-
0
N
U
3
0
J
C
m
EXIST STONEWALL
ELEMENTARY SCHOOL
;E LANE SIGNAGE
\TION W/ OWNER)
1'O, 3' DEEP CONCRETE FOOTING
(COORD. W/ MANUFACTURER)
PROPOSED CANOPY,
ELEC NOTE 6
RAMP SHALL BE PROVIDED BY
MODULAR CLASSROOM MANUFACTURER
AND SHALL BE ADA ACCESSIBLE \
FFE=655.55
(SEE SITE PLAN NOTE 10 & 11) \
EXIST
TRANSFORMER 1'0, 3' DEEP
CONCRETE FOOTING /
MATCHFL H WITH (TYP) /
EXIST CONC LK
4' /
CONCRETE SIDEWALK 36 SS,
/
EXIST CONC WALK 11116' _ /
/
a'
- - - - ° D
EXISTING MODULAR
CLASSROOMS
ELEC NOTE 2
ELEC NOTE 3
5/
/
/
/
I
°
/
°L5193'
5.58' -I-- 1 /
/ EXIST
/ ASPH
\ ®/ MATCH FLUSH
WITH EXIST
EXIST ASPH PVMT
ASPH
UGE�
V GE
a MODULAR
CLASSROOM UNITS/Z::::
NITSZ /
(1,777 TOTAL SF) C-)/
I / /
/ COORD. EXE
LOCATION MIN UWIvtK
/ EXIST 2" FORCEMAIN
(APPROX. LOCATION)
IP CAMERA
(RUN NETWORK CABLE
TO CEILING CABINET IN
EXISTING MODULAR UNIT)
\ EXIST ASPH
\ \ FIRE LANE /
EXIST FH AND /
(2) BOLLARDS
by
0
I
/
4'X6' CONC PAD BETWEEN
-RAMP AND FIRE LANE
MATCH FLUSH
WITH FIRE LANE
/ R CATE FIRE LANE SIGNAGE
COORD. LOCATION W/ OWNER)
/ LOCATE EXIST BENCH
(COORD. LOCATION
W/ OWNER)
REMOVE ASPH PVMT AS
NECESSARY FOR MODULAR
CLASSROOM FOUNDATION
INSTALLATION
RAMP SHALL BE PROVIDED BY
MODULAR CLASSROOM MANUFACTURER
AND SHALL BE ADA ACCESSIBLE
(SEE SITE PLAN NOTE 10 & 11)
RELOCATE EXIST BENCH
� (COORD. LOCATION
W/ OWNER)
IP CAMERA
(RUN NETWORK CABLE
TO CEILING CABINET IN
PROPOSED MODULAR UNIT
;ATE 2" FORECEMAIN PRIOR TO
JSTRUCTION AND ADJUST MODULAR
CLASSROOM FOUNDATION LOCATION
AS NECESSARY
SITE PLAN
20' 10' 0 20' 40'
1" = 20'-0"
EXIST
PLAYFIELD
SITE PLAN NOTES
1. ALL DIMENSIONS SHOWN ARE TO FACE OF BUILDING, FACE OF CURB, EDGE OF
PAVEMENT, AND PERPENDICULAR TO PROPERTY LINES.
2. CONTRACTOR SHALL CONTACT "MISS UTILITY" (800-552-7001) FOR MARKING OF
UTILITIES 72 HOURS PRIOR TO ANY EXCAVATION OR CONSTRUCTION.
3. ALL EXTERIOR CONCRETE SIDEWALKS SHALL BE 4 INCHES THICK, 4000 PSI AIR
ENTRAINED CONCRETE, REINFORCED WITH WWF 6x6, W1.4xW1.4 OR FIBROUS
REINFORCING. CONCRETE SHALL BE PLACED OVER A 4 INCH LAYER OF COMPACTED
VDOT TYPE #57 AGGREGATE.
4. CONTROL JOINTS: PROVIDE CONTROL JOINTS, SECTIONING CONCRETE INTO AREAS AS
SHOWN. JOINTS IN SIDEWALKS SHALL BE AT A SPACING EQUAL TO THE SIDEWALK
WIDTH. JOINTS SHALL BE TOOLED OR SAWN INTO CONCRETE A DEPTH EQUAL TO 4 OF
CONCRETE THICKNESS.
5. EXPANSION JOINTS: PROVIDE PRE -MOLDED JOINT FILLER EXPANSION JOINTS WHERE
NEW SIDEWALKS OR OTHER CONCRETE PAVING ABUTS STRUCTURES, EXISTING WALKS
AND OTHER FIXED OBJECTS. LOCATE EXPANSION JOINTS IN SIDEWALKS AT A MAXIMUM
OF 50' O.C. JOINT FILLER SHALL EXTEND THE FULL LENGTH AND DEPTH OF JOINT, BUT
SHALL BE LET DOWN I" BELOW THE FINISHED SURFACE AND THE RESULTANT SPACE
FILLED WITH URATHANE JOINT SEALER.
6. UTILITIES SHOWN ON THESE PLANS REPRESENT UTILITY LOCATIONS AS DETERMINED
FROM AERIAL PHOTOGRAPHY AND EXISTING DRAWINGS. CONTRACTOR SHALL BE
RESPONSIBLE FOR VERIFICATION OF ALL UTILITY LOCATIONS, DEPTHS AND SIZES PRIOR
TO CONSTRUCTION. IF EXISTING CONDITIONS ARE DIFFERENT THAN THAT WHICH IS
SHOWN ON THE DRAWINGS, NOTIFY THE ARCHITECT/ENGINEER IMMEDIATELY.
7. THERE MAY EXIST UTILITIES WHICH HAVE NOT BEEN SHOWN ON THE PLANS AND OF
WHICH THERE IS NO RECORD. IF ACTIVE UTILITIES ARE ENCOUNTERED WHICH WERE
NOT INDICATED ON TIME DRAWINGS, CONTRACTOR SHALL CONTACT THE APPROPRIATE
UTILITY COMPANY AND THE ARCHITECT/ENGINEER IMMEDIATELY. CONTRACTOR SHALL
TAKE NECESSARY STEPS TO RESTORE UTILITY SERVICE TO ANY DAMAGED UTILITIES AS
SOON AS POSSIBLE.
8. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF ALL UNDERGROUND UTILITIES
BEFORE COMMENCING WITH CONSTRUCTION.
9. THERE SHALL BE A PRE CONSTRUCTION MEETING WITH THE CONTRACTOR,
ARCHITECT/ENGINEER, AND THE OWNER PRIOR TO BEGINNING CONSTRUCTION.
10. MODULAR CLASSROOM UNIT LENGTHS MAY INCREASE ONCE MATED TOGETHER.
CONTRACTOR SHALL ENSURE CANOPY AND RAMP SYSTEM LINE UP WITH DOUBLE DOOR
AS SHOWN ON THE SITE PLAN.
11. CONTRACTOR SHALL FIELD VERIFY DIMENSIONS OF CANOPY AND RAMP SYSTEM AND
SHALL COORDINATE EXACT LOCATION WITH OWNER.
12. CONTRACTOR SHALL DISPOSE OF ALL SPOILS AND EXCESS MATERIAL OFFSITE, TO AN
APPROVED DUMP SITE.
ELECTRICAL NOTES
1. CONDUITS BETWEEN EXISTING AND NEW MODULAR CAN BE SUPPORTED ON THE CONNECTING
CANOPY.
2. CONDUIT SHALL BE J" BETWEEN MODULARS/MC CABLE ABOVE CEILING. MOUNT A RECEPTACLE
ABOVE CEILING IN NEW MODULAR, TIE IN TO NEW PANEL IN THIS MODULAR. (POWERS DATA
EQUIPMENT AND INTERCOM). MOUNT NEAR CEILING MOUNTED NETWORK CLOSET.
3. CONDUIT SHALL BE 14" BETWEEN MODULARS - BAS, INTERCOM, FIRE WIRING. TERMINATE ALL
WIRING AT DEVICES.
3.1. BAS - 18 GUAGE/2 WIRE SHIELDED - 2 CABLES - PULLED FROM FIRST THERMOSTAT IN
EXISTING MODULAR TO FIRST THERMOSTAT IN NEW MODULAR - DAISY CHAINED TO SECOND
THERMOSTAT CABLE RETURNED TO EXISTING MODULAR.
3.2. INTERCOM - 18 GUAGE/2 WIRE SHIELDED - PULLED FROM IMPEDANCE MATCHER IN
EXISTING MODULAR TO CORNER IN NEW MODULAR
3.3. 18 GUAGE/4 WIRE SHIELDED - PULLED FROM NEW MODULAR CORNER TO FIRST SPEAKER -
DAISY CHAINED TO SECOND SPEAKER.
4. FIRE - COORDINATE EXACT LOCATION WITH OWNER. PROVIDE A NEW FIRE ALARM CONTROL
PANEL IN MODULAR UNITS. PROVIDE RELAYS TO INTERFACE WITH EXISTING FIRE ALARM PANEL.
EXISTING FIRE ALARM SYSTEM IS ANALOG SYSTEM. ALL NEW DEVICES ARE TO BE FED FROM
NEW FIRE ALARM PANEL LOCATED IN MODULAR TEMPORARY CLASSROOMS. ACTIVATION OF A
FIRE ALARM DEVICE IN EITHER BUILDING SHALL ACTIVATE NOTIFICATION DEVICES IN BOTH
BUILDINGS.
5. DATA CONDUIT SHALL BE 1j" BETWEEN MODULARS. 12 STRAND MULTIMODE FIBER WILL BE
PULLED BETWEEN STRUCTURES, TERMINATE BOTH ENDS OF FIBER. FIBER TERMINATION WILL
NEED TO BE LC TO LC - DATA BOX WILL BE MOUNTED IN CEILING AND POWER FOR IT WILL
COME FROM THE RECEPTACLE, PROVIDE POWER FROM 20 AMP, SINGLE POLE BREAKER IN
PANEL IN THIS MODULAR.
6. PROVIDE 10 LITHONIA, OFM LED P1 50K MVOLT DDB HP17 OR EQUAL LIGHTS MOUNTED ON
UNDERSIDE OF CANOPY. EQUALLY SPACE LIGHTS ALONG CANOPY. CONNECT LIGHTS TO SPARE
20 AMP CIRCUIT IN PANEL LOCATED IN TEMPORARY CLASSROOM. PROVIDE A PHOTOCELL
MOUNTED ON TEMPORARY CLASSROOMS TO CONTROL FIXTURES. PROVIDE #10 WIRE AND #10
GROUND TO COMPLETE CIRCUIT.
2"
LIMIT OF
SUBGRADE
4" COMPACTED
AGGREGATE BASE
(VDOT #57)
4000 psi CONC. REINF.
WITH 6x6 - W1.4xW1.4 WWF,
OR FIBROUS REINFORCING
SEE PLAN FOR WIDTH
SLOPE TO DRAIN (4"/FT MAX)
as
as
a � _ I
11 11=1 I II I II I II I II I II I II I II I f
=1 I BEd I I—I I IEI I I—I I El I �E� � El Ed 77 --COMPACTED SUBGRADET
CONCRETE SIDEWALK
NO SCALE
4" TOPSOIL
SUBGRADE
PtiTH OF P/�
o c
o
WILLIAM A. SHELTON
Lic. No. 031651
SIONAL
D
Z
J
(D
0
m
No.
Description
Date
Revisions
PtiTH OF P/�
o c
o
WILLIAM A. SHELTON
Lic. No. 031651
SIONAL
0
co
Z
J
(D
m
m
U)
-jJ
0
�L
U
=
>�Lo
d
N
V)
v+
Q N
a
E
Lu
Lu
�
>-
ce�N>
z
(� co
J
U
O
�m �00
`-
CO
z
� � m
o0
Lu
Y M
U
I
oLo
LLJ
M
3
z
QLn
0
LSI
Q
w
C
_j
'
L
o
J
Lu
Lu N
�
S
0 N
0
v
_'-0 c
Q
Tm >
z
N O
0
O
N
0::
W
C/)
Of
0O Lrn
0
0
U m T v
oN0L0Lo
N d m d LL
0
co
Z
J
(D
m
m
0
-jJ
0
z
U
=
N
V)
�
a
E
oN
U
>-
0
(ll
J
U
O
`-
CO
U
o0
�
z
(�
Q
I
LLJ
z
�
CL
LSI
Q
w
O
_j
z
J
::D
�
Q
0
0
0
U
Lu
�
LLJ
z
LLj
w
0
O
0::
W
C/)
Of
L�
0
co
Z
co
m
m
N
N
a
E
oN
U
0
i
0
(ll
o
U
`-
J
m
m
N
N
U
0
i
U)
(ll
Q
U
Q
V)
LTJ
0
z
Q
z
Q
J
n
LTJ
r�
C1 02
J
w>_
cn z z cn
00 >F- >cn
1 0� w
Q0Jw�
"t U)_F
I
0
N
I
3
m
U
I
0
I
00
0
N
/
U
/
0
1
00
0
N
U
N
O
0
N
I
U
3
a
J
C
m
2A WIRELESS
ACCESS
POINT
O
ATTIC DRAFTSTOP THIS LOCATION
ENTIRE LENGTH OF BUILDING
DATA DROP
2
CARPET TILE
BY MOBIL MOD. 6A �J
733 SQ. FT.
2A 2A
2A LISTED SMOKE
AND FIRE
DAMPER (TYP.)
WAP O
�t
CEILING MOUNT 1 LAYER 24" LVL BEAM
CENTER OF 6B
6B
❑ ROOM * /=(E) t U
2A 2A IP CAMERA
CAT 5 TO
]PA - CEILING IP CAME[
MOUNT CENTER
OF ROOM
6B
COMPLETE
6B
T 4x8 MARKER BD
TO U TI LI TY
o EXISTING SERVICE ENTRANCE
CT CABINET & METER
800A
1 3P
150A
2P
�
150A
PANEL AA
150A
2P
150A
2P
150A
PANEL AC
4x8 TACK BD
150A
2P
4A
PHOTO WP
150A
2P
�
150A
PANEL BB
OS 4A
P NIC HA D ARE
WP 4A
6'-6"
�
29'-6"
1, 28'-2"
PHOTO
5A
COMPLE
TSTAT
0
4x8 TACK BD
4x8 MARKER 5A
2B
CLASSROOM
CARPET TILE
BY MOBIL MOD
- 711 SQ. FT.
DATA DROP
PROVIDE CONDUIT WITH
DATA CABLE BACK TO
NETWORK CLOSET, TYP
213
x x
WIRELESS
ACCESS WAP O
POINT
1 LAYER 24" LVL BEAM CEILING MOUNT
4BE] CENTER OF
213 ROOM
' 2B - - 2B - -
4B PA - CEILING
MOUNT CENTER
OF ROOM
n
DATA DROP
PANEL 'A'
NEMA R3 PANEL
150 AMP PANEL
120/240 V., 10
(36" A.F.F.)
Oo A
WIRE: 3 MAIN BREAKERAMPS: 800A FLUSH MOUNTED 35,000
3.5 TON HEAT PUMP
BRKR
W/10 KW HEAT
0
CIRCUIT
STRIP 1400 CFM
No.
7280 TELESTAR
36'-6"
WIRE
=
W/6"x30" V.B.
LOAD - KVA
NO.
27'-8„
W SAFETY GLASS
5
FRESH AIR INTAKE.
PREFINISHED
CKT# 1,3A
AMPS
NO
WWP
WP
J
GFI
PHOTO
4A 4A 4A
AMPS
NO
SZ
PANICHARDWARE
00
I
6A
3680
1
6
90" AFF
6A 20 MIN.
4A
0
EXIST I N G PAN EL AA
PA -
CEILING OS
MOUNT
CENTER
2
150
OF HALL
2A
2A
2A OS
4.8
CEILING MOUNTED
J
�
o
NETWORK CLOSET
v
-
120V,20AMPM
Z
4.8
U) w
TFR SWITCHES LOCATED4A
O
H
N
0)co
6AADJACENT MODULAR
CLASSROOM
DATA DROP
o
2A WIRELESS
ACCESS
POINT
O
ATTIC DRAFTSTOP THIS LOCATION
ENTIRE LENGTH OF BUILDING
DATA DROP
2
CARPET TILE
BY MOBIL MOD. 6A �J
733 SQ. FT.
2A 2A
2A LISTED SMOKE
AND FIRE
DAMPER (TYP.)
WAP O
�t
CEILING MOUNT 1 LAYER 24" LVL BEAM
CENTER OF 6B
6B
❑ ROOM * /=(E) t U
2A 2A IP CAMERA
CAT 5 TO
]PA - CEILING IP CAME[
MOUNT CENTER
OF ROOM
6B
COMPLETE
6B
T 4x8 MARKER BD
TO U TI LI TY
o EXISTING SERVICE ENTRANCE
CT CABINET & METER
800A
1 3P
150A
2P
�
150A
PANEL AA
150A
2P
150A
2P
150A
PANEL AC
4x8 TACK BD
150A
2P
4A
PHOTO WP
150A
2P
�
150A
PANEL BB
OS 4A
P NIC HA D ARE
WP 4A
6'-6"
�
29'-6"
1, 28'-2"
PHOTO
5A
COMPLE
TSTAT
0
4x8 TACK BD
4x8 MARKER 5A
2B
CLASSROOM
CARPET TILE
BY MOBIL MOD
- 711 SQ. FT.
DATA DROP
PROVIDE CONDUIT WITH
DATA CABLE BACK TO
NETWORK CLOSET, TYP
213
x x
WIRELESS
ACCESS WAP O
POINT
1 LAYER 24" LVL BEAM CEILING MOUNT
4BE] CENTER OF
213 ROOM
' 2B - - 2B - -
4B PA - CEILING
MOUNT CENTER
OF ROOM
n
DATA DROP
PANEL 'A'
NEMA R3 PANEL
150 AMP PANEL
120/240 V., 10
(36" A.F.F.)
3.5 TON HEAT PUMP
W/10 KW HEAT
STRIP 1400 CFM
@ .3 IWC ESP
240 V.10 HVAC
UNIT PROVIDED W/
FRESH AIR INTAKE.
CKT# 1,313
W42H1DA10RX4XXE
2B - - 2B - - 213
PANEL 'B'
S Lw T NEMA R3 PANEL
V) z z vn 150 AMP PANEL
3680> F-_> 120/240 V., 10
20 MIN. 5'-2 ' (36' A.F.F.)
4A (Ill AFF __M 413 z D-
90" w
SOAP PHOTO
7280 TELESTAR
29'-6" W/6„x30" V.B.
W/SAFETY GLASS
PREFINISHED
MODULAR UNIT ELECTRICAL PLAN
NO SCALE
FEEDER SCHEDULE (CU)
10 - 3-1/0, 1-#6G, 1 1/2"C
EXISTING PANEL LDP
150A 150A
2P I 2P
150A
PANEL CA
150A
150AO
PANEL AB � PANEL BA � PANELBC \ � PANEL CB
PARTIAL ONE LINE DIAGRAM
DATA SPECIFICATIONS:
1. T568B WIRING SCHEME.
2. PANDUIT PAN -NET CJ688TPIW MINI -COM TX6 PLUS
JACK MODULE.
3. PANDUIT PAN -NET CFPSL21WY MINI -COM FACEPLATE
SLOPED C FOR FACEPLATES.
4. PANDUIT PAN -NET CMBIW-X MINI -COM BLANK
MODULE C FOR 2ND OPENING IN FACEPLATE.
5. ADD A NETWORK CABLE FOR A CAMERA IN THE TWO
CORNERS OF THE TRAILERS. THE LOCATION IN THE
CURRENT MODULAR CAN BE RUN BACK TO THE
EXISTING CEILING CABINET IN THE EXISTING MODULAR
UNIT GROUPING.
EXISTING PANEL LDP
Oo A
WIRE: 3 MAIN BREAKERAMPS: 800A FLUSH MOUNTED 35,000
3.5 TON HEAT PUMP
BRKR
W/10 KW HEAT
0
CIRCUIT
STRIP 1400 CFM
No.
CKT
@ .3 IWC ESP
WIRE
=
240 V.10 HVAC
LOAD - KVA
NO.
UNIT PROVIDED W/
DESCRIPTION
5
FRESH AIR INTAKE.
CIRCUIT DESCRIPTION
CKT# 1,3A
AMPS
NO
W42H1DA10RX4XXE
5A
J
GFI
N
WP
AMPS
3.5 TON HEAT PUMP
W/10 KW HEAT
STRIP 1400 CFM
@ .3 IWC ESP
240 V.10 HVAC
UNIT PROVIDED W/
FRESH AIR INTAKE.
CKT# 1,313
W42H1DA10RX4XXE
2B - - 2B - - 213
PANEL 'B'
S Lw T NEMA R3 PANEL
V) z z vn 150 AMP PANEL
3680> F-_> 120/240 V., 10
20 MIN. 5'-2 ' (36' A.F.F.)
4A (Ill AFF __M 413 z D-
90" w
SOAP PHOTO
7280 TELESTAR
29'-6" W/6„x30" V.B.
W/SAFETY GLASS
PREFINISHED
MODULAR UNIT ELECTRICAL PLAN
NO SCALE
FEEDER SCHEDULE (CU)
10 - 3-1/0, 1-#6G, 1 1/2"C
EXISTING PANEL LDP
150A 150A
2P I 2P
150A
PANEL CA
150A
150AO
PANEL AB � PANEL BA � PANELBC \ � PANEL CB
PARTIAL ONE LINE DIAGRAM
DATA SPECIFICATIONS:
1. T568B WIRING SCHEME.
2. PANDUIT PAN -NET CJ688TPIW MINI -COM TX6 PLUS
JACK MODULE.
3. PANDUIT PAN -NET CFPSL21WY MINI -COM FACEPLATE
SLOPED C FOR FACEPLATES.
4. PANDUIT PAN -NET CMBIW-X MINI -COM BLANK
MODULE C FOR 2ND OPENING IN FACEPLATE.
5. ADD A NETWORK CABLE FOR A CAMERA IN THE TWO
CORNERS OF THE TRAILERS. THE LOCATION IN THE
CURRENT MODULAR CAN BE RUN BACK TO THE
EXISTING CEILING CABINET IN THE EXISTING MODULAR
UNIT GROUPING.
EXISTING PANEL LDP
VOLTAGE: 208Y1120 PHASE:1 BUSAMPS:800A X SURFACE MOUNTED kAICRATING:
WIRE: 3 MAIN BREAKERAMPS: 800A FLUSH MOUNTED 35,000
CKT
BRKR
WIRE
0
CIRCUIT
LOAD - KVA
No.
CKT
BRKR
WIRE
=
LOAD - KVA
NO.
DESCRIPTION
5
NO.
CIRCUIT DESCRIPTION
P
AMPS
NO
SZ
PHA
J
ry
N
P
AMPS
NO
SZ
PHA
00
I
N
U m
1
2
150
��2)--
nOY
0
0
EXIST I N G PAN EL AA
4.8
U
2
2
150
�m2a
3
_j
EXISTING PANEL BA
4.8
O
J
�
o
3
v
-
3
Z
4.8
U) w
Q
O
H
N
0)co
LiJ
=
o
ry
0"a
4.8
C
LL
5
2
150
Q
Um> �2
EXIST I N G PANEL AB
4.8
6
2
150
EXISTING PANEL BB
4.8
0 1 rn
U cu _200
I- 'T
0 m mini..
4.8
N aa0au-
4.8
9
2
150
EXIST I N G PANEL AC
4.8
10
2
150
EXISTING PANEL BC
4.8
4.8
4.8
13
2
150
3
110
1
PANEL CA
12.5
14
2
150
3
110
1
PANEL CB
12.5
12.5
12.5
17
SPACE
18
SPACE
19
SPACE
20
SPACE
21
SPACE
22
SPACE
23
SPACE
24
SPACE
25
SPACE
26
SPACE
27
SPACE
28
SPACE
29
1
1 30
TOTAL LEFT SIDE 53.7 TOTAL RIGHT SIDE 53.7
TOTAL RIGHT SIDE 53.7
TOTAL 107.5 TOTAL CONNECTED LOAD 107.5
NOTES
EXISTING LOADS ARE BASED ON TWO YEAR PEAK DEMAND RECEIVED FROM UTILITY
1. FIKUVIUE NEVV bKEAKENti INUIGAI EU IN EXIb l IN(3F'ANEL LL)P.
PROVIDE NEW BREAKERS
TO FEED SINGLE PHASE PANELBOARDS,
PROVIDED WITH MODULAR UNITS.
ROUTE ALL FEEDERS UNDERGROUND.
D
LO
0
(D
00
N
0
o
No.
Description
Date
Revisions
Op Grp
C2.
DANIEL W. GIB ON
Lic. No. 44271
JslONAL
o^
zC.0
LO
(D
00
N
p a
o
O
U)
z
U
=
V)
2: Y
5
U
�
0
0,
J
ry
N
ce
Lu
i
00
I
N
U m
W
L
z
��2)--
nOY
0
0
W
= 0
U
0-
LaJ
z
�m2a
3
_j
a
O
J
�
o
3
v
-
3
Z
U) w
Q
O
H
N
0)co
LiJ
=
o
ry
0"a
C
LL
Q
Um> �2
LO
0 1 rn
U cu _200
I- 'T
0 m mini..
N aa0au-
o^
zC.0
(D
00
N
p a
o
O
o
z
U
=
V)
5
U
>'
0
0,
J
ry
(2:f
U
i
00
I
N
CL
W
L
LiJ
0
0
U
Z
Ld
LaJ
Q
O
_j
J
J
Q
O
U
c0c
wLLI
Z
w
Q
O
�
LiJ
ry
LL
o^
zC.0
E
U
00
N
p a
o
Z J
� J
Q
J U
0 ~
O U
J
LiJ
C1 03
m
o
o
3
Y
0,
o
U
i
m
N
CL
W
L
0
0
U
Q
Z J
� J
Q
J U
0 ~
O U
J
LiJ
C1 03
0
N
Q
m
0
00
0
N
/
/
0
1
00
0
N
/
U
0-
0
N
U
C
3
0
J
m
APPROVED BY FREDERICK COUNTY
ZONING ADMINISTRATOR
APPROVAL SIGNATURE
* THIS SITE PLAN SHALL BE VALID FOR A PERIOD
OF FIVE (5) YEARS FROM DATE OF APPROVAL.
TABLE OF CONTENTS
C101 OVERALL SITE PLAN
C102 SITE PLAN AND DETAILS
C103 MODULAR UNIT ELECTRICAL PLAN
LEGEND
EXISTING
DEMO
NEW
DESCRIPTION
—2050— —
050
CONTOURS
No.
Description
112.00
SPOT ELEVATIONS
z
U
CONCRETE CURB
d
V)
CONCRETE CURB
& GUTTER
Q N
a
E
a °.°
CONCRETE PAD/WALK
Lu
U
�
ce
z
�u T
���
J
PAVEMENT
O
L)
`-
CO
GRAVEL
u.l
Y.-. C:)
U
BUILDING
LTJ
SITE FEATURES
u�im�a
3
z
X x
x x
FENCING
— —
— —
PROPERTY LINE
C
_j
CENTERLINE OR BASELINE
L
o
BENCHMARK
— — — SD---
SD
SD
STORM SEWER LINE
=
o °' 2
CURB INLET
- -
LTJ
DROP INLET
n -
LF
�—
z
END SECTION / END WALL
(0�"
O
O
MANHOLE
- - - 0 H E - - -
OHE
OHE
ELECTRIC - OVERHEAD
- - - UGE
UGE
UGE
ELECTRIC - UNDERGROUND
- - - UGT
UGT
UGT
TELEPHONE - UNDERGROUND
- - HO
FO
FO
FIBER OPTIC - UNDERGROUND
G
G
G
GAS LINE
❑M
❑M
1E
GAS METER
SS
SS
SS
SANITARY SEWER
® CO
CLEANOUT
W
W
W
WATER LINE
®
®
®
GATE VALVE
9
®
WATER METER
FIRE HYDRANT
HANDICAP PARKING
TREE LINE
T
o a
SIGNS
OHE - �H -- - �t= --- ----=OHS --- -__-- -
100' SIDE
YARD SETBACK
PIN 33 -A -164D
JACK K. WAMPLER, SR.
DB 690, PG 228
ZONE: B2
USE: VACANT
EXIST ASPH FIRE LANE
550' TO TEMPORARY
CLASSROOM UNITS
I.
198.01'
w
0
nN}
co M
N
U.S. ROUTE 11 — MARTINSBURG PIKE
(80' R/W)
708.40'
\ o S48'04'34"W
\ \ \ 149( 33'
I\
°EXIST° BUS LOOP
I o a
O
EXIST
PLAYFIELD
I
EXIST PLAY AREA
AVAILABLE FOR FIRE
TRUCK TURNAROUND
PIN 44-A-82
FREDERICK COUNTY SCHOOL BOARD
DB N/A PG N/A
ZONE: RA
USE: EDUCATIONAL
118.94'
60' FRONT
YARD SETBACK
❑I
STONEWALL 1� 210.07''—
ELEMENTARY
SCHOOL �
EXIST PARKI G AND
/ SERVICE REA
�IFI
EXIST
MODULAR NITS
EXIST
- PLAYGROUND
PARKING SPACE CALCULATIONS
REQUIRED PARKING
1 SPACE PER STAFF, PLUS 4 VISITORS
92 STAFF = 96 SPACES REQUIRED (4 HANDICAP)
EXISTING PARKING
105 AUTOMOBILE SPACES (5 HC)
4 BUS SPACES
PROPOSED PARKING
HeZT�I�I L� Z@ 01
- - N50'11'14"E
707.50'
PENN CENTRAL RAILROAD
- - (60' ")
OVERALL SITE PLAN
100' 50' 0 100' 200'
1" = 100'-0"
UTILITY CONTACTS
COMCAST COMMUNICATIONS
195 RAINVILLE ROAD
WINCHESTER, VA.22602
WASHINGTON GAS
P.O. BOX 2400
WINCHESTER VIRGINIA 22604
VERIZON
404 HILLANDALE LANE
WINCHESTER, VIRGINIA 22602
SHENANDOAH VALLEY ELECTRIC COOPERATIVE
3463 VALLEY PIKE
WINCHESTER, VIRGINIA 22602
RAPPAHANNOCK ELECTRIC COOPERATIVE
137 KELLEY COURT
FRONT ROYAL, VIRGINIA 22630
FREDERICK WATER
P.O. BOX 1877
WINCHESTER VIRGINIA 22604
N
EXIST ASPH FIRE LANE
105' TO TEMPORARY
CLASSROOM UNITS
PROPOSED
MODULAR UNITS
EXIST I
ATHLETIC
FIELD I
100' REAR
YARD SETBACK
100' SIDE
YARD SETBACK
PIN 44-A-81
STONEWALL DISTRICT
RURITAN CLUB, INC.
DB 361, PG 181
ZONE: RA
USE: AGRICULTURAL
ZONING INFORMATION
ZONING: RURAL AREAS
REQUIRED MINIMUM SETBACKS:
FRONT 60'
SIDE 100' (ACCESSORY STRUCTURES - 15')
REAR 100' (ACCESSORY STRUCTURES - 15')
PROVIDED SETBACKS:
FRONT 149.33'
SIDE 198.01'
210.07'
REAR 118.94'
TEMPORARY CLASSROOMS ARE ACCESSORY TO THE EXISTING
SCHOOL AND ARE ALLOWED IN THE OVERALL SETBACK AREA.
BUILDING HEIGHT:
MAXIMUM HEIGHT 35'
EXISTING HEIGHT 16'-8"
MODULAR UNIT HEIGHT 15'
GENERAL NOTES
1. OWNER:
FREDERICK COUNTY SCHOOL BOARD
SUPERINTENDENT OF SCHOOLS
1415 AMHERST STREET
WINCHESTER, VA 22601
(540) 622-3888
2. ARCHITECT/lENGINEER:
OWPR, INC.
200 COUNTRY CLUB DRIVE
PLAZA ONE, BUILDING "E'
BLACKSBURG, VA 24060
(540) 552-2151 FAX (540) 951-0219
3. SITE AREAS:
TOTAL SITE AREA 10.01 ACRES
TOTAL DISTURBED SITE AREA 0.03 ACRES
4. ZONING: RURAL AREAS (RA)
5. MAGISTERIAL DISTRICT: STONEWALL
6. BUILDING INFORMATION:
MOBILE UNITS HEIGHT: 1 STORY — 16'-8"
BUILDING USE: EDUCATIONAL
BUILDING AREA: 68,051 S.F. (EXISTING)
4,896 S.F. (TEMPORARY)
1.777 S.F. (PROPOSEDI
74,724 S.F. (TOTAL)
7. PROPERTY INFORMATION:
TAX PARCEL: 44—A-82
CURRENT USE: ELEMENTARY SCHOOL
PHYSICAL ADDRESS: 3165 MARTINSBURG PIKE
WINCHESTER, VA 22624
8. CONTRACTOR SHALL HAVE A LICENSED LAND SURVEYOR RESET ANY
BENCHMARKS DISTURBED DURING CONSTRUCTION AND SHALL NOTE
THE NEW LOCATION AND ELEVATION ON THE AS—BUILT DRAWINGS.
9. ALL EXISTING SITE FEATURES DAMAGED AS A RESULT OF THE
CONTRACTOR'S ACTIONS SHALL BE REPLACED OR REPAIRED AS
DIRECTED BY THE ARCHITECT/lENGINEER AT NO ADDITIONAL COST TO
THE OWNER.
10. A PRE CONSTRUCTION MEETING WILL BE HELD PRIOR TO
BEGINNING CONSTRUCTION.
11. IT IS THE CONTRACTOR'S RESPONSIBLILTY TO MEET COMPLIANCE
REQUIREMENTS WITH SECTION 59.1-406.ET.SEQ., OF THE CODE OF
VIRGINIA (OVERHEAD HIGH VOLTAGE LINES SAFETY ACT).
12. FREDERICK WATER PROJECT INFORMATION — NO CHANGE IN WATER
AND SANITARY SEWER DEMAND OR USAGE.
13. NO PROPOSED CHANGES TO SITE SIGNAGE OR LANDSCAPING
INCLUDED IN THIS PROJECT.
14. NO PROPOSED BUILDING—MOUNTED OR POLE—MOUNTED SITE LIGHTING
INCLUDED IN THIS PROJECT.
15. PREVIOUS SITE PLAN APPROVALS INCLUDE:
— SITE PLAN #19-96
— SITE PLAN #37-12
SURVEY NOTES
1. TOPOGRAPHIC INFORMATION SHOWN HEREON IS BASED ON AN
ACTUAL FIELD SURVEY COMPLETED OCTOBER 23, 2012. SURVEY
PROVIDED BY MARSH & LEGGE LAND SURVEYORS, PLC.,
WINCHESTER, VIRGINIA.
2. THE BOUNDARY INFORMATION WAS PREPARED WITHOUT THE
BENEFIT OF A TITLE REPORT.
3. ANY UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM
FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE
SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND
UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA,
EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER
DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN
ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES
CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE
FROM INFORMATION AVAILABLE.
4. HORIZONTAL ORIENTATION IS BASED ON VA. NAD 83 NORTH ZONE
STATE GRID; VERTICAL DATUM IS BASED ON NAVD 88 ELEVATIONS
ESTABLISHED USING GPS METHODS.
5. BOUNDARY DISTANCES AND BEARINGS PROVIDED WERE TAKEN
FROM EXISTING RECORD DRAWINGS AND HAVE NOT BEEN VERIFIED.
THIS PLAT DOES NOT CONSTITUTE A BOUNDARY SURVEY.
NOP
(STATE Rot) ROAD
E 6 112)
EXIT 321
k -
PROJECT SITE BOJ
JG'
�P
VICINITY MAP
1" = 1,000'
N
1
A H 0 F ''Il
o
o
WILLIAM A. SHELTON
Lic. No. 031651
"SIONAL
co
Z
J
O
No.
Description
Date
Revisions
A H 0 F ''Il
o
o
WILLIAM A. SHELTON
Lic. No. 031651
"SIONAL
u')
co
Z
J
O
o
O
-j
O
z
U
=
d
V)
v+
Q N
a
E
Lu
U
�
ce
z
�u T
���
J
U
O
L)
`-
CO
o0
u.l
Y.-. C:)
U
LTJ
u�im�a
3
z
a
0
Ln
cn
C
_j
'
L
o
Lu
Lu N
o
=
o °' 2
U
k_,
LTJ
oc
2L(
z
Q
° m >
Q
(D�
N O
W
C/)
Lr) LON
0 L0 O)
o
)m
U m T v
o�0L0Lo
Na- ma - LL
u')
co
Z
J
O
o
O
-j
O
z
U
=
V)
�
a
E
oN
U
�
0
U
o
i
J
U
O
`-
CO
o0
�
z
Q
LTJ
z
_
w
::DLdQ
cn
O
_j
z
::D
o
Q
O
U
U
LTJ
�
Qf
L.LJ
z
LLj
w
Q
(D�
W
C/)
Li
o
co
Z
�
o
m
-D
c
E
a
E
oN
�
0
U
o
i
o
U
`-
z
Q
J
cl—
LiJ
V)
J
Q
LiJ
O
C101
�
m
m
�
U
o
i
U
Q
z
Q
J
cl—
LiJ
V)
J
Q
LiJ
O
C101
W
EXISTING MODULAR
CLASSROOMS
0
N
7
Q
N
I
m
I
0
I
00
0
N
/
/
0
1
00
0
N
/
U
1
0-
0
N
U
3
0
J
C
m
EXIST STONEWALL
ELEMENTARY SCHOOL
;E LANE SIGNAGE
\TION W/ OWNER)
1'O, 3' DEEP CONCRETE FOOTING
(COORD. W/ MANUFACTURER)
PROPOSED CANOPY,
ELEC NOTE 6
RAMP SHALL BE PROVIDED BY
MODULAR CLASSROOM MANUFACTURER
AND SHALL BE ADA ACCESSIBLE \
FFE=655.55
(SEE SITE PLAN NOTE 10 & 11) \
EXIST
TRANSFORMER 1'0, 3' DEEP
CONCRETE FOOTING /
MATCHFL H WITH (TYP) /
EXIST CONC LK
4' /
CONCRETE SIDEWALK 36 SS,
/
EXIST CONC WALK 11116' _ /
/
a'
- - - - ° D
EXISTING MODULAR
CLASSROOMS
ELEC NOTE 2
ELEC NOTE 3
5/
/
/
/
I
°
/
°L5193'
5.58' -I-- 1 /
/ EXIST
/ ASPH
\ ®/ MATCH FLUSH
WITH EXIST
EXIST ASPH PVMT
ASPH
UGE�
V GE
a MODULAR
CLASSROOM UNITS/Z::::
NITSZ /
(1,777 TOTAL SF) C-)/
I / /
/ COORD. EXE
LOCATION MIN UWIvtK
/ EXIST 2" FORCEMAIN
(APPROX. LOCATION)
IP CAMERA
(RUN NETWORK CABLE
TO CEILING CABINET IN
EXISTING MODULAR UNIT)
\ EXIST ASPH
\ \ FIRE LANE /
EXIST FH AND /
(2) BOLLARDS
by
0
I
/
4'X6' CONC PAD BETWEEN
-RAMP AND FIRE LANE
MATCH FLUSH
WITH FIRE LANE
/ R CATE FIRE LANE SIGNAGE
COORD. LOCATION W/ OWNER)
/ LOCATE EXIST BENCH
(COORD. LOCATION
W/ OWNER)
REMOVE ASPH PVMT AS
NECESSARY FOR MODULAR
CLASSROOM FOUNDATION
INSTALLATION
RAMP SHALL BE PROVIDED BY
MODULAR CLASSROOM MANUFACTURER
AND SHALL BE ADA ACCESSIBLE
(SEE SITE PLAN NOTE 10 & 11)
RELOCATE EXIST BENCH
� (COORD. LOCATION
W/ OWNER)
IP CAMERA
(RUN NETWORK CABLE
TO CEILING CABINET IN
PROPOSED MODULAR UNIT
;ATE 2" FORECEMAIN PRIOR TO
JSTRUCTION AND ADJUST MODULAR
CLASSROOM FOUNDATION LOCATION
AS NECESSARY
SITE PLAN
20' 10' 0 20' 40'
1" = 20'-0"
EXIST
PLAYFIELD
SITE PLAN NOTES
1. ALL DIMENSIONS SHOWN ARE TO FACE OF BUILDING, FACE OF CURB, EDGE OF
PAVEMENT, AND PERPENDICULAR TO PROPERTY LINES.
2. CONTRACTOR SHALL CONTACT "MISS UTILITY" (800-552-7001) FOR MARKING OF
UTILITIES 72 HOURS PRIOR TO ANY EXCAVATION OR CONSTRUCTION.
3. ALL EXTERIOR CONCRETE SIDEWALKS SHALL BE 4 INCHES THICK, 4000 PSI AIR
ENTRAINED CONCRETE, REINFORCED WITH WWF 6x6, W1.4xW1.4 OR FIBROUS
REINFORCING. CONCRETE SHALL BE PLACED OVER A 4 INCH LAYER OF COMPACTED
VDOT TYPE #57 AGGREGATE.
4. CONTROL JOINTS: PROVIDE CONTROL JOINTS, SECTIONING CONCRETE INTO AREAS AS
SHOWN. JOINTS IN SIDEWALKS SHALL BE AT A SPACING EQUAL TO THE SIDEWALK
WIDTH. JOINTS SHALL BE TOOLED OR SAWN INTO CONCRETE A DEPTH EQUAL TO 4 OF
CONCRETE THICKNESS.
5. EXPANSION JOINTS: PROVIDE PRE -MOLDED JOINT FILLER EXPANSION JOINTS WHERE
NEW SIDEWALKS OR OTHER CONCRETE PAVING ABUTS STRUCTURES, EXISTING WALKS
AND OTHER FIXED OBJECTS. LOCATE EXPANSION JOINTS IN SIDEWALKS AT A MAXIMUM
OF 50' O.C. JOINT FILLER SHALL EXTEND THE FULL LENGTH AND DEPTH OF JOINT, BUT
SHALL BE LET DOWN I" BELOW THE FINISHED SURFACE AND THE RESULTANT SPACE
FILLED WITH URATHANE JOINT SEALER.
6. UTILITIES SHOWN ON THESE PLANS REPRESENT UTILITY LOCATIONS AS DETERMINED
FROM AERIAL PHOTOGRAPHY AND EXISTING DRAWINGS. CONTRACTOR SHALL BE
RESPONSIBLE FOR VERIFICATION OF ALL UTILITY LOCATIONS, DEPTHS AND SIZES PRIOR
TO CONSTRUCTION. IF EXISTING CONDITIONS ARE DIFFERENT THAN THAT WHICH IS
SHOWN ON THE DRAWINGS, NOTIFY THE ARCHITECT/ENGINEER IMMEDIATELY.
7. THERE MAY EXIST UTILITIES WHICH HAVE NOT BEEN SHOWN ON THE PLANS AND OF
WHICH THERE IS NO RECORD. IF ACTIVE UTILITIES ARE ENCOUNTERED WHICH WERE
NOT INDICATED ON TIME DRAWINGS, CONTRACTOR SHALL CONTACT THE APPROPRIATE
UTILITY COMPANY AND THE ARCHITECT/ENGINEER IMMEDIATELY. CONTRACTOR SHALL
TAKE NECESSARY STEPS TO RESTORE UTILITY SERVICE TO ANY DAMAGED UTILITIES AS
SOON AS POSSIBLE.
8. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF ALL UNDERGROUND UTILITIES
BEFORE COMMENCING WITH CONSTRUCTION.
9. THERE SHALL BE A PRE CONSTRUCTION MEETING WITH THE CONTRACTOR,
ARCHITECT/ENGINEER, AND THE OWNER PRIOR TO BEGINNING CONSTRUCTION.
10. MODULAR CLASSROOM UNIT LENGTHS MAY INCREASE ONCE MATED TOGETHER.
CONTRACTOR SHALL ENSURE CANOPY AND RAMP SYSTEM LINE UP WITH DOUBLE DOOR
AS SHOWN ON THE SITE PLAN.
11. CONTRACTOR SHALL FIELD VERIFY DIMENSIONS OF CANOPY AND RAMP SYSTEM AND
SHALL COORDINATE EXACT LOCATION WITH OWNER.
12. CONTRACTOR SHALL DISPOSE OF ALL SPOILS AND EXCESS MATERIAL OFFSITE, TO AN
APPROVED DUMP SITE.
ELECTRICAL NOTES
1. CONDUITS BETWEEN EXISTING AND NEW MODULAR CAN BE SUPPORTED ON THE CONNECTING
CANOPY.
2. CONDUIT SHALL BE J" BETWEEN MODULARS/MC CABLE ABOVE CEILING. MOUNT A RECEPTACLE
ABOVE CEILING IN NEW MODULAR, TIE IN TO NEW PANEL IN THIS MODULAR. (POWERS DATA
EQUIPMENT AND INTERCOM). MOUNT NEAR CEILING MOUNTED NETWORK CLOSET.
3. CONDUIT SHALL BE 14" BETWEEN MODULARS - BAS, INTERCOM, FIRE WIRING. TERMINATE ALL
WIRING AT DEVICES.
3.1. BAS - 18 GUAGE/2 WIRE SHIELDED - 2 CABLES - PULLED FROM FIRST THERMOSTAT IN
EXISTING MODULAR TO FIRST THERMOSTAT IN NEW MODULAR - DAISY CHAINED TO SECOND
THERMOSTAT CABLE RETURNED TO EXISTING MODULAR.
3.2. INTERCOM - 18 GUAGE/2 WIRE SHIELDED - PULLED FROM IMPEDANCE MATCHER IN
EXISTING MODULAR TO CORNER IN NEW MODULAR
3.3. 18 GUAGE/4 WIRE SHIELDED - PULLED FROM NEW MODULAR CORNER TO FIRST SPEAKER -
DAISY CHAINED TO SECOND SPEAKER.
4. FIRE - COORDINATE EXACT LOCATION WITH OWNER. PROVIDE A NEW FIRE ALARM CONTROL
PANEL IN MODULAR UNITS. PROVIDE RELAYS TO INTERFACE WITH EXISTING FIRE ALARM PANEL.
EXISTING FIRE ALARM SYSTEM IS ANALOG SYSTEM. ALL NEW DEVICES ARE TO BE FED FROM
NEW FIRE ALARM PANEL LOCATED IN MODULAR TEMPORARY CLASSROOMS. ACTIVATION OF A
FIRE ALARM DEVICE IN EITHER BUILDING SHALL ACTIVATE NOTIFICATION DEVICES IN BOTH
BUILDINGS.
5. DATA CONDUIT SHALL BE 1j" BETWEEN MODULARS. 12 STRAND MULTIMODE FIBER WILL BE
PULLED BETWEEN STRUCTURES, TERMINATE BOTH ENDS OF FIBER. FIBER TERMINATION WILL
NEED TO BE LC TO LC - DATA BOX WILL BE MOUNTED IN CEILING AND POWER FOR IT WILL
COME FROM THE RECEPTACLE, PROVIDE POWER FROM 20 AMP, SINGLE POLE BREAKER IN
PANEL IN THIS MODULAR.
6. PROVIDE 10 LITHONIA, OFM LED P1 50K MVOLT DDB HP17 OR EQUAL LIGHTS MOUNTED ON
UNDERSIDE OF CANOPY. EQUALLY SPACE LIGHTS ALONG CANOPY. CONNECT LIGHTS TO SPARE
20 AMP CIRCUIT IN PANEL LOCATED IN TEMPORARY CLASSROOM. PROVIDE A PHOTOCELL
MOUNTED ON TEMPORARY CLASSROOMS TO CONTROL FIXTURES. PROVIDE #10 WIRE AND #10
GROUND TO COMPLETE CIRCUIT.
2"
LIMIT OF
SUBGRADE
4" COMPACTED
AGGREGATE BASE
(VDOT #57)
4000 psi CONC. REINF.
WITH 6x6 - W1.4xW1.4 WWF,
OR FIBROUS REINFORCING
SEE PLAN FOR WIDTH
SLOPE TO DRAIN (4"/FT MAX)
as
as
a � _ I
11 11=1 I II I II I II I II I II I II I II I f
=1 I BEd I I—I I IEI I I—I I El I �E� � El Ed 77 --COMPACTED SUBGRADET
CONCRETE SIDEWALK
NO SCALE
4" TOPSOIL
SUBGRADE
PtiTH OF P/�
o c
o
WILLIAM A. SHELTON
Lic. No. 031651
SIONAL
D
Z
J
(D
0
m
No.
Description
Date
Revisions
PtiTH OF P/�
o c
o
WILLIAM A. SHELTON
Lic. No. 031651
SIONAL
0
co
Z
J
(D
m
m
U)
-jJ
0
�L
U
=
>�Lo
d
N
V)
v+
Q N
a
E
Lu
Lu
�
>-
ce�N>
z
(� co
J
U
O
�m �00
`-
CO
z
� � m
o0
Lu
Y M
U
I
oLo
LLJ
M
3
z
QLn
0
LSI
Q
w
C
_j
'
L
o
J
Lu
Lu N
�
S
0 N
0
v
_'-0 c
Q
Tm >
z
N O
0
O
N
0::
W
C/)
Of
0O Lrn
0
0
U m T v
oN0L0Lo
N d m d LL
0
co
Z
J
(D
m
m
0
-jJ
0
z
U
=
N
V)
�
a
E
oN
U
>-
0
(ll
J
U
O
`-
CO
U
o0
�
z
(�
Q
I
LLJ
z
�
CL
LSI
Q
w
O
_j
z
J
::D
�
Q
0
0
0
U
Lu
�
LLJ
z
LLj
w
0
O
0::
W
C/)
Of
L�
0
co
Z
co
m
m
N
N
a
E
oN
U
0
i
0
(ll
o
U
`-
J
m
m
N
N
U
0
i
U)
(ll
Q
U
Q
V)
LTJ
0
z
Q
z
Q
J
n
LTJ
r�
C1 02
J
w>_
cn z z cn
00 >F- >cn
1 0� w
Q0Jw�
"t U)_F
I
0
N
I
3
m
U
I
0
I
00
0
N
/
U
/
0
1
00
0
N
U
N
O
0
N
I
U
3
a
J
C
m
2A WIRELESS
ACCESS
POINT
O
ATTIC DRAFTSTOP THIS LOCATION
ENTIRE LENGTH OF BUILDING
DATA DROP
2
CARPET TILE
BY MOBIL MOD. 6A �J
733 SQ. FT.
2A 2A
2A LISTED SMOKE
AND FIRE
DAMPER (TYP.)
WAP O
�t
CEILING MOUNT 1 LAYER 24" LVL BEAM
CENTER OF 6B
6B
❑ ROOM * /=(E) t U
2A 2A IP CAMERA
CAT 5 TO
]PA - CEILING IP CAME[
MOUNT CENTER
OF ROOM
6B
COMPLETE
6B
T 4x8 MARKER BD
TO U TI LI TY
o EXISTING SERVICE ENTRANCE
CT CABINET & METER
800A
1 3P
150A
2P
�
150A
PANEL AA
150A
2P
150A
2P
150A
PANEL AC
4x8 TACK BD
150A
2P
4A
PHOTO WP
150A
2P
�
150A
PANEL BB
OS 4A
P NIC HA D ARE
WP 4A
6'-6"
�
29'-6"
1, 28'-2"
PHOTO
5A
COMPLE
TSTAT
0
4x8 TACK BD
4x8 MARKER 5A
2B
CLASSROOM
CARPET TILE
BY MOBIL MOD
- 711 SQ. FT.
DATA DROP
PROVIDE CONDUIT WITH
DATA CABLE BACK TO
NETWORK CLOSET, TYP
213
x x
WIRELESS
ACCESS WAP O
POINT
1 LAYER 24" LVL BEAM CEILING MOUNT
4BE] CENTER OF
213 ROOM
' 2B - - 2B - -
4B PA - CEILING
MOUNT CENTER
OF ROOM
n
DATA DROP
PANEL 'A'
NEMA R3 PANEL
150 AMP PANEL
120/240 V., 10
(36" A.F.F.)
Oo A
WIRE: 3 MAIN BREAKERAMPS: 800A FLUSH MOUNTED 35,000
3.5 TON HEAT PUMP
BRKR
W/10 KW HEAT
0
CIRCUIT
STRIP 1400 CFM
No.
7280 TELESTAR
36'-6"
WIRE
=
W/6"x30" V.B.
LOAD - KVA
NO.
27'-8„
W SAFETY GLASS
5
FRESH AIR INTAKE.
PREFINISHED
CKT# 1,3A
AMPS
NO
WWP
WP
J
GFI
PHOTO
4A 4A 4A
AMPS
NO
SZ
PANICHARDWARE
00
I
6A
3680
1
6
90" AFF
6A 20 MIN.
4A
0
EXIST I N G PAN EL AA
PA -
CEILING OS
MOUNT
CENTER
2
150
OF HALL
2A
2A
2A OS
4.8
CEILING MOUNTED
J
�
o
NETWORK CLOSET
v
-
120V,20AMPM
Z
4.8
U) w
TFR SWITCHES LOCATED4A
O
H
N
0)co
6AADJACENT MODULAR
CLASSROOM
DATA DROP
o
2A WIRELESS
ACCESS
POINT
O
ATTIC DRAFTSTOP THIS LOCATION
ENTIRE LENGTH OF BUILDING
DATA DROP
2
CARPET TILE
BY MOBIL MOD. 6A �J
733 SQ. FT.
2A 2A
2A LISTED SMOKE
AND FIRE
DAMPER (TYP.)
WAP O
�t
CEILING MOUNT 1 LAYER 24" LVL BEAM
CENTER OF 6B
6B
❑ ROOM * /=(E) t U
2A 2A IP CAMERA
CAT 5 TO
]PA - CEILING IP CAME[
MOUNT CENTER
OF ROOM
6B
COMPLETE
6B
T 4x8 MARKER BD
TO U TI LI TY
o EXISTING SERVICE ENTRANCE
CT CABINET & METER
800A
1 3P
150A
2P
�
150A
PANEL AA
150A
2P
150A
2P
150A
PANEL AC
4x8 TACK BD
150A
2P
4A
PHOTO WP
150A
2P
�
150A
PANEL BB
OS 4A
P NIC HA D ARE
WP 4A
6'-6"
�
29'-6"
1, 28'-2"
PHOTO
5A
COMPLE
TSTAT
0
4x8 TACK BD
4x8 MARKER 5A
2B
CLASSROOM
CARPET TILE
BY MOBIL MOD
- 711 SQ. FT.
DATA DROP
PROVIDE CONDUIT WITH
DATA CABLE BACK TO
NETWORK CLOSET, TYP
213
x x
WIRELESS
ACCESS WAP O
POINT
1 LAYER 24" LVL BEAM CEILING MOUNT
4BE] CENTER OF
213 ROOM
' 2B - - 2B - -
4B PA - CEILING
MOUNT CENTER
OF ROOM
n
DATA DROP
PANEL 'A'
NEMA R3 PANEL
150 AMP PANEL
120/240 V., 10
(36" A.F.F.)
3.5 TON HEAT PUMP
W/10 KW HEAT
STRIP 1400 CFM
@ .3 IWC ESP
240 V.10 HVAC
UNIT PROVIDED W/
FRESH AIR INTAKE.
CKT# 1,313
W42H1DA10RX4XXE
2B - - 2B - - 213
PANEL 'B'
S Lw T NEMA R3 PANEL
V) z z vn 150 AMP PANEL
3680> F-_> 120/240 V., 10
20 MIN. 5'-2 ' (36' A.F.F.)
4A (Ill AFF __M 413 z D-
90" w
SOAP PHOTO
7280 TELESTAR
29'-6" W/6„x30" V.B.
W/SAFETY GLASS
PREFINISHED
MODULAR UNIT ELECTRICAL PLAN
NO SCALE
FEEDER SCHEDULE (CU)
10 - 3-1/0, 1-#6G, 1 1/2"C
EXISTING PANEL LDP
150A 150A
2P I 2P
150A
PANEL CA
150A
150AO
PANEL AB � PANEL BA � PANELBC \ � PANEL CB
PARTIAL ONE LINE DIAGRAM
DATA SPECIFICATIONS:
1. T568B WIRING SCHEME.
2. PANDUIT PAN -NET CJ688TPIW MINI -COM TX6 PLUS
JACK MODULE.
3. PANDUIT PAN -NET CFPSL21WY MINI -COM FACEPLATE
SLOPED C FOR FACEPLATES.
4. PANDUIT PAN -NET CMBIW-X MINI -COM BLANK
MODULE C FOR 2ND OPENING IN FACEPLATE.
5. ADD A NETWORK CABLE FOR A CAMERA IN THE TWO
CORNERS OF THE TRAILERS. THE LOCATION IN THE
CURRENT MODULAR CAN BE RUN BACK TO THE
EXISTING CEILING CABINET IN THE EXISTING MODULAR
UNIT GROUPING.
EXISTING PANEL LDP
Oo A
WIRE: 3 MAIN BREAKERAMPS: 800A FLUSH MOUNTED 35,000
3.5 TON HEAT PUMP
BRKR
W/10 KW HEAT
0
CIRCUIT
STRIP 1400 CFM
No.
CKT
@ .3 IWC ESP
WIRE
=
240 V.10 HVAC
LOAD - KVA
NO.
UNIT PROVIDED W/
DESCRIPTION
5
FRESH AIR INTAKE.
CIRCUIT DESCRIPTION
CKT# 1,3A
AMPS
NO
W42H1DA10RX4XXE
5A
J
GFI
N
WP
AMPS
3.5 TON HEAT PUMP
W/10 KW HEAT
STRIP 1400 CFM
@ .3 IWC ESP
240 V.10 HVAC
UNIT PROVIDED W/
FRESH AIR INTAKE.
CKT# 1,313
W42H1DA10RX4XXE
2B - - 2B - - 213
PANEL 'B'
S Lw T NEMA R3 PANEL
V) z z vn 150 AMP PANEL
3680> F-_> 120/240 V., 10
20 MIN. 5'-2 ' (36' A.F.F.)
4A (Ill AFF __M 413 z D-
90" w
SOAP PHOTO
7280 TELESTAR
29'-6" W/6„x30" V.B.
W/SAFETY GLASS
PREFINISHED
MODULAR UNIT ELECTRICAL PLAN
NO SCALE
FEEDER SCHEDULE (CU)
10 - 3-1/0, 1-#6G, 1 1/2"C
EXISTING PANEL LDP
150A 150A
2P I 2P
150A
PANEL CA
150A
150AO
PANEL AB � PANEL BA � PANELBC \ � PANEL CB
PARTIAL ONE LINE DIAGRAM
DATA SPECIFICATIONS:
1. T568B WIRING SCHEME.
2. PANDUIT PAN -NET CJ688TPIW MINI -COM TX6 PLUS
JACK MODULE.
3. PANDUIT PAN -NET CFPSL21WY MINI -COM FACEPLATE
SLOPED C FOR FACEPLATES.
4. PANDUIT PAN -NET CMBIW-X MINI -COM BLANK
MODULE C FOR 2ND OPENING IN FACEPLATE.
5. ADD A NETWORK CABLE FOR A CAMERA IN THE TWO
CORNERS OF THE TRAILERS. THE LOCATION IN THE
CURRENT MODULAR CAN BE RUN BACK TO THE
EXISTING CEILING CABINET IN THE EXISTING MODULAR
UNIT GROUPING.
EXISTING PANEL LDP
VOLTAGE: 208Y1120 PHASE:1 BUSAMPS:800A X SURFACE MOUNTED kAICRATING:
WIRE: 3 MAIN BREAKERAMPS: 800A FLUSH MOUNTED 35,000
CKT
BRKR
WIRE
0
CIRCUIT
LOAD - KVA
No.
CKT
BRKR
WIRE
=
LOAD - KVA
NO.
DESCRIPTION
5
NO.
CIRCUIT DESCRIPTION
P
AMPS
NO
SZ
PHA
J
ry
N
P
AMPS
NO
SZ
PHA
00
I
N
U m
1
2
150
��2)--
nOY
0
0
EXIST I N G PAN EL AA
4.8
U
2
2
150
�m2a
3
_j
EXISTING PANEL BA
4.8
O
J
�
o
3
v
-
3
Z
4.8
U) w
Q
O
H
N
0)co
LiJ
=
o
ry
0"a
4.8
C
LL
5
2
150
Q
Um> �2
EXIST I N G PANEL AB
4.8
6
2
150
EXISTING PANEL BB
4.8
0 1 rn
U cu _200
I- 'T
0 m mini..
4.8
N aa0au-
4.8
9
2
150
EXIST I N G PANEL AC
4.8
10
2
150
EXISTING PANEL BC
4.8
4.8
4.8
13
2
150
3
110
1
PANEL CA
12.5
14
2
150
3
110
1
PANEL CB
12.5
12.5
12.5
17
SPACE
18
SPACE
19
SPACE
20
SPACE
21
SPACE
22
SPACE
23
SPACE
24
SPACE
25
SPACE
26
SPACE
27
SPACE
28
SPACE
29
1
1 30
TOTAL LEFT SIDE 53.7 TOTAL RIGHT SIDE 53.7
TOTAL RIGHT SIDE 53.7
TOTAL 107.5 TOTAL CONNECTED LOAD 107.5
NOTES
EXISTING LOADS ARE BASED ON TWO YEAR PEAK DEMAND RECEIVED FROM UTILITY
1. FIKUVIUE NEVV bKEAKENti INUIGAI EU IN EXIb l IN(3F'ANEL LL)P.
PROVIDE NEW BREAKERS
TO FEED SINGLE PHASE PANELBOARDS,
PROVIDED WITH MODULAR UNITS.
ROUTE ALL FEEDERS UNDERGROUND.
D
LO
0
(D
00
N
0
o
No.
Description
Date
Revisions
Op Grp
C2.
DANIEL W. GIB ON
Lic. No. 44271
JslONAL
o^
zC.0
LO
(D
00
N
p a
o
O
U)
z
U
=
V)
2: Y
5
U
�
0
0,
J
ry
N
ce
Lu
i
00
I
N
U m
W
L
z
��2)--
nOY
0
0
W
= 0
U
0-
LaJ
z
�m2a
3
_j
a
O
J
�
o
3
v
-
3
Z
U) w
Q
O
H
N
0)co
LiJ
=
o
ry
0"a
C
LL
Q
Um> �2
LO
0 1 rn
U cu _200
I- 'T
0 m mini..
N aa0au-
o^
zC.0
(D
00
N
p a
o
O
o
z
U
=
V)
5
U
>'
0
0,
J
ry
(2:f
U
i
00
I
N
CL
W
L
LiJ
0
0
U
Z
Ld
LaJ
Q
O
_j
J
J
Q
O
U
c0c
wLLI
Z
w
Q
O
�
LiJ
ry
LL
o^
zC.0
E
U
00
N
p a
o
Z J
� J
Q
J U
0 ~
O U
J
LiJ
C1 03
m
o
o
3
Y
0,
o
U
i
m
N
CL
W
L
0
0
U
Q
Z J
� J
Q
J U
0 ~
O U
J
LiJ
C1 03