HomeMy WebLinkAbout51-Photometrics_and_site electrical plan.pdfW
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DEMOLITION NOTES
EXISTING UTILITY POLE TO REMAIN.
EXISTING UTILITY POLE TO BE REMOVED.
EXISTING OVERHEAD POWER TO BE REMOVED.
1
2
3
EXISTING PIV AND FIRE
ALARM CONDUIT DEMOED
WITH BLDG C
PIV
EXISTING CABLE TV SERVICE OVERHEAD CABLE
FROM POLE DEMOED WITH BUILDING C.
EXISTING LEVEL 1 IDF
DEMOED WITH BLDG C
EXISTING UNDERGROUND CONDUIT
DEMOED WITH BLDG B & C
EXISTING UNDERGROUND CONDUIT DEMOED WITH BLDG B
EXISTING LEVEL 2 IDF DEMOED WITH BLDG B
EXISTING LEVEL 3 WEST IDF DEMOVED WITH WEST WING.
EXISTING LEVEL 2 WEST MDF DEMOVED WITH WEST WING.
EXISTING LEVEL 1 WEST IDF DEMOVED WITH WEST WING.
V PIV
EXISTING SERVICE PROVIDER VAULT TO REMAIN
UNTIL SERVICE IS OPERATIONAL AND NEW
BACKBONE FEEDS TO EXISTING TO REMAIN IDF'S
WITHIN THE 1930'S BUILDING ARE COMPLETE.
EXISTING PIV AND FIRE
ALARM CONDUIT TO REMAIN.
(VERIFY EXACT CONDUIT AND
WATER ROUTING.)
EXISTING LEVEL 1 EAST IDF TO REMAIN
EXISTING LEVEL 2 EAST MDF TO REMAIN
EXISTING LEVEL 3 EAST IDF DEMOVED WITH EAST WING.
EXISTING LEVEL 1 IPAC IDF TO REMAIN
EXISTING SERVICE PROVIDER CONDUIT TO REMAIN UNTIL CUT IN WEST WING DEMO.
COORDINATE WITH OWNER FOR UTILITY SWAP OVERS TO NEW MDF PRIOR TO
DISCONNECTING.date
phase
revisions
date
project
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DD SET
40
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06/06/2025
23007
NOT
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E1.04
EXISTING TELECOM
SITE PLANSCALE: 1" = 60'-0"1EXISTING TELECOM SITE PLAN
W
DN
NEW IDF
NEW IDF
NEW IDF
NEW IDF
NEW MDF
V V
EXISTING IDF
EXISTING IDF
V
NEW ELECTRICAL ROOM
NEW FIRE RISER ROOM
CONSTRUCTION NOTES
(2) 4" CONDUITS FROM EACH VAULT TO MDF WITH PULL
STRING IN EACH CONDUIT.
PROVIDE (2) 4" CONDUITS
-(1) WITH 3-CELL MAXCELL INNERDUCT.
-(1) WITH PULL STRING AS SPARE.
PROVIDE (4) 4" CONDUITS
-(2) WITH 3-CELL MAXCELL INNERDUCT.
-(2) WITH PULL STRING AS SPARE.
PROVIDE (6) 4" CONDUITS
-(4) WITH 3-CELL MAXCELL INNERDUCT.
-(2) WITH PULL STRING AS SPARE.
PROVIDE (4) 2" CONDUITS
-(3) WITH 3-CELL MAXCELL INNERDUCT.
-(1) WITH PULL STRING AS SPARE.
PROVIDE (1) 1" CONDUIT WITH PULL STRING FOR
GROUND AND BONDING CONDUCTORS.
PROVIDE (1) 1" CONDUIT WITH PULL STRING FROM
ELECTRICAL OR FIRE RISER ROOM TO MDF/IDF ROOMS.
253LA VAULTS FOR SERVICE PROVIDERS.
PROVIDE HOMERUN 1" CONDUIT FROM MAIN
ELECTRICAL ROOM TO EACH GROUND LEVEL MDF/IDF
ROOM LISTED FOR TELECOM GROUND AND BONDING
INFRASTRUCTURE. SEE RISER DIAGRAMS FOR
ADDITIONAL INFORMATION.
6
6
6
6
1
2
3
4
5
6
7
8
2
2
2
3
7
5
1
1
7
7
5
7
4
ROUTE ALL NEW CONDUIT PATHWAYS ADJACENT TO EACH
OTHER THROUGH THE EXISTING IPAC BULDING CEILING SPACE.
9
NEW MAIN ELECTRICAL ROOM
9
7
date
phase
revisions
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project
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2
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DD SET
40
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7
06/06/2025
23007
NOT
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E1.05
EXISTING/NEW
TELECOM SITE PLANSCALE: 1" = 60'-0"1EXISTING/NEW TELECOM SITE PLAN
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DSDS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DSDSDSDS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
S 2 N D S T
S 2 N D S T
L
O
G
A
N
A
V
E
S
L
O
G
A
N
A
V
E
S
L
O
G
A
N
A
V
E
S
S T O B I N S T
S T O B I N S T
L
O
G
A
N
A
V
E
S
S
H
A
T
T
U
C
K
A
V
E
S
L
A
K
E
A
V
E
S
L
A
K
E
A
V
E
S
A I R P O R T W A Y
A I R P O R T W A Y
S 2 N D S T
L
A
K
E
A
V
E
S
S T O B I N S T
S T O B I N S T
NEW IDF
NEW IDF
NEW IDF
NEW IDF
NEW MDF
V V
EXISTING IDF
EXISTING IDF
V
NEW ELECTRICAL ROOM
NEW FIRE RISER ROOM
CONSTRUCTION NOTES
EXISTING (2) 4" CONDUITS FROM EACH VAULT TO MDF
WITH PULL STRING IN EACH CONDUIT.
EXISTING (2) 4" CONDUITS
-(1) WITH 3-CELL MAXCELL INNERDUCT.
-(1) WITH PULL STRING AS SPARE.
EXISTING PROVIDE (4) 4" CONDUITS
-(2) WITH 3-CELL MAXCELL INNERDUCT.
-(2) WITH PULL STRING AS SPARE.
EXISTING (6) 4" CONDUITS
-(4) WITH 3-CELL MAXCELL INNERDUCT.
-(2) WITH PULL STRING AS SPARE.
EXISTING (4) 2" CONDUITS
-(3) WITH 3-CELL MAXCELL INNERDUCT.
-(1) WITH PULL STRING AS SPARE.
EXISTING (1) 1" CONDUIT WITH PULL STRING FOR
GROUND AND BONDING CONDUCTORS.
EXISTING (1) 1" CONDUIT WITH PULL STRING FROM
ELECTRICAL OR FIRE RISER ROOM TO MDF/IDF ROOMS.
EXISTING 253LA VAULTS FOR SERVICE PROVIDERS.
EXISTING HOMERUN 1" CONDUIT FROM MAIN
ELECTRICAL ROOM TO EACH GROUND LEVEL MDF/IDF
ROOM LISTED FOR TELECOM GROUND AND BONDING
INFRASTRUCTURE. SEE RISER DIAGRAMS FOR
ADDITIONAL INFORMATION.
PROVIDE (2) 4" CONDUITS
-(1) WITH 3-CELL MAXCELL INNERDUCT.
-(1) WITH PULL STRING AS SPARE.
PROVIDE (3) 4" CONDUITS
-(2) WITH 3-CELL MAXCELL INNERDUCT.
-(1) WITH PULL STRING AS SPARE.
PROVIDE (4) 4" CONDUITS
-(3) WITH 3-CELL MAXCELL INNERDUCT.
-(1) WITH PULL STRING AS SPARE.
PROVIDE (6) 4" CONDUITS
-(4) WITH 3-CELL MAXCELL INNERDUCT.
-(2) WITH PULL STRING AS SPARE.
PROVIDE (1) 4" CONDUIT WITH 3-CELL MAXCELL
INNERDUCT.
6
6
6
6
1
2
3
4
5
6
7
8
2
2
2
3
7
5
1
1
7
7
5
7
4
ROUTE ALL NEW CONDUIT PATHWAYS ADJACENT TO EACH
OTHER THROUGH THE EXISTING IPAC BULDING CEILING SPACE.
9
NEW MAIN ELECTRICAL ROOM
9
7
10
V
VV
V
V
V
V
V
11
11
11
10
10
12
12
12
13
13
1010
NEW IDF
10
12
14
14
NEW IDF
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revisions
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project
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23007
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E1.06
SCALE: 1" = 60'-0"1 NEW TELECOM
SITE PLAN
NEW TELECOM SITE PLAN
WHWH
30'-0"
32
'
-
0
"
A10.03
A10.03
4B
4D
REF
A10.03
4A
E10e
TYP.
EXTERIOR
WALL
A-20e
TYP.
INTER.
WALL
REF
MS
A10c
A10c
A10c
12" CONCRETE
SLAB ON GRADE
5
A10.03
CONCESSIONS/TICKETS
S101A
ELEC
S101B
RR
S101C
MEN
S101D
WOMEN
S101E
RR
S101F
IDF
S101G
STORAGE
S101H
S101B-1
S101C-1
S101D-1
S101E-1
S101F-1
S1
0
1
G
-
1
S1
0
1
H
-
1
S101A-1
S1
0
1
A
-
2
S1
0
1
A
-
2
A10.45
1
A-20d
A-20dA10.03 6B
6A
6D
6C
R-11 ROOF
SLOPE
1/4" / 12
4'-0"4'-0"
6"
DS DF HB DS
GUTTER / DS
HM DOOR / FRAME
BV1a
5
A10.03
11
'
-
0
"
HM DOOR / FRAME, PAINT
BV1a
NORTH ELEVATION SIM
SS ROLL UP
COUNTER DOOR
BV1a
5
A10.03
SS COUNTER
CONCESSIONS/TICKETS
S101A
RR
S101C
MEN
S101D
WOMEN
S101E
RR
S101F
ELEC
S101B
IDF
S101G
STORAGE
S101H
9'-0"
9'-6"
9'-6"
9'-6"
9'-6"
OTS OTS
OTS
WALL CONSTRUCTION TYPE -SEE WALL TYPES SHEET
WHERE SHOWN, INDICATES FIRE RESISTANCE IN HOURS
A 55 -2 b
WALL NUMBER INDICATED ON WALL TYPES SHEET
WALL FUNCTION (A = INTERIOR; E = EXTERIOR)
WALL STRUCTURE AS NOTED IN WALL ASSEMBLY
A55-2b WALL TAG
WHERE OCCURS, TRIANGLE INDICATES ORIENTATION OF
WALL ASSEMBLY: TRIANGLE IS THE RIGHT SIDE OF WALL
TYPE SHOWN ON THE WALL ASSEMBLY SHEET.
LEGEND
INDICATES WALL CALLED OUT BY WALL TAG. SEE SHEET
NOTES FOR ADDITIONAL INFORMATION.
SHEET NOTES
1. CONDITIONS AND DETAILS MARKED "TYPICAL" SHALL APPLY IN ALL CASES
UNLESS SPECIFICALLY INDICATED OTHERWISE. TYPICAL DETAILS NOT
REFERENCED ON DRAWINGS APPLY UNLESS NOTED OTHERWISE BY SPECIFIC
NOTES AND DETAILS. WHERE NO SPECIFIC DETAIL IS SHOWN, THE
CONSTRUCTION SHALL BE IDENTICAL OR SIMILAR TO THAT INDICATED FOR THE
TYPICAL CONSTRUCTION OF THE PROJECT.
2. LOADING OF CONSTRUCTION MATERIALS SHALL NOT EXCEED THE DESIGN LIVE
LOAD PER SQUARE FOOT.
3. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL,
MECHANICAL, ELECTRICAL, AND PLUMBING WITH APPROPRIATE TRADES,
DRAWINGS, AND SUBCONTRACTORS PRIOR TO CONSTRUCTION.
4. PROVIDE ALL NECESSARY ANCHORAGE BLOCKING, BACKING, FRAMING FOR
HANDRAILS, DOOR STOPS, CASEWORK, SHELVING, MIRRORS, WALL MOUNTED
EQUIPMENT, AND ALL OTHER ITEMS AS REQUIRED FOR COMPLETE
INSTALLATION.
5. CONFIRM ALL ROUGH OPENING DIMENSIONS FOR DOORS AND WINDOWS PRIOR
TO COMMENCEMENT OF CONSTRUCTION.
6. UNLESS NOTED OTHERWISE, ENTIRE WALL ASSEMBLY OF ALL INTERIOR WALLS
AND PARTITIONS SHALL EXTEND TO THE UNDRESIDE OF THE FLOOR DECK OR
ROOF DECK ABOVE
7. WHERE A LENGTH OF WALL IS INTERSECTED BY PERPENDICULAR WALLS, WALL
TYPE TO BE CONTINUOUS BETWEEN TAGS UNLESS NOTED OTHERWISE.
8. PROVIDE SOLID BLOCKING BETWEEN ROOF JOISTS WHERE WALL RUNS
PERPENDICULAR TO ROOF JOISTS. GYPSUM BOARD TO TERMINATE AT ROOF
JOISTS.
9. ALIGN FINISHES WHERE INDICATED.
10. SEE PLANS FOR LOCATIONS OF WRAPPED STRUCTURAL STEEL COLUMNS, SEE
A0.10 FOR DETAILS
* FOR SHAFT WALL STRUCTURE, DIMENSION INCLUDES 1" WALL PANEL.
** MASONRY DIMENSIONS ARE NOMINAL
*** DIMENSIONS MAY BE FOR REFERENCE. ACTUAL STRUCTURAL
THICKNESS IS PROVIDED BY THE STRUCTURAL ENGINEER
METAL STUD*:
a = 1-7/8"
b = 2-1/2"
c = 4"
d = 6"
e = 8"
f = 10"
g = 12"
MASONRY** :
a = na
b = na
c = 4"
d = 6"
e = 8"
f = 10"
g = 12"
CONCRETE***:
a = na
b = na
c = 4"
d = 6"
e = 8"
f = 10"
g = 12"
h = 14"
LEGEND:
GYPSUM BOARD CEILING
PAINTED (PAINTED P-X UNLESS
NOTED OTHERWISE)
OPEN TO STRUCTURE, METAL DECK INTERIOROTS
X'-X"HEIGHT ABOVE FINISH FLOOR (AFF)
AREA OF SPECIALTY LIGHTING, TBD
BV-1: COLOR BLEND. (NOMINAL
COURSE: 8/3h x 12"w x 3-1/2"d)
1/3 STAGGERED RUNNING BOND
1. REFER TO FLOOR PLANS FOR WALL ASSEMBLY TYPES AND TO ROOF PLANS
FOR ROOF ASSEMBLY TYPES. SEE SHEET A0.10 FOR TYPES.
2. MASONRY: PROVIDE HORIZONTAL JOINTS AND LEDGER ANGLES AT FLOOR
LEVELS OR AT MAX. 30'. PROVIDE VERTICAL JOINTS EVERY +/-28'.
3. PROVIDE STAINLESS STEEL DOWNSPOUTS FROM ROOFS GUTTERS.
DOWNSPOUTS SHOULD BE LOCATED NEAR CORNERS.
4. CANOPY ROOFS SLOPED TO DRAIN TOWARDS COLUMNS. PROVIDE
STAINLESS STEEL DOWNSPOUTS.
5. ALL MASONRY BELOW 2nd FLOOR LEVEL TO HAVE ANTI-GRAFFITI COATING.
GENERAL NOTES: ELEVATIONS
LEGEND
BV1a
MWP-1
MWP-1: METAL WALL PANEL SYSTEM.
VERTICAL (CUSTOM COLOR PER
ARCHITECT)
EPEPOTS
LEGEND:
ROOF PLAN NOTES:
1. NOT ALL ROOF PENETRATIONS ARE SHOWN. COORDINATE WITH STRUCTURAL,
MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR ADDITIONAL ROOF
PENETRATIONS. REFER TO SHEET ROOF PENETRATION DETAILS UNLESS NOTED
OTHERWISE.
2. SEE HORIZONTAL ASSEMBLIES FOR ROOF TYPE DIAGRAMS.
3. LOADING OF CONSTRUCTION MATERIALS SHALL NOTE EXCEED THE DESIGN LIVE
LOAD PER SQUARE FOOT.
4. SEE HORIZONTAL ASSEMBLIES FOR ROOF TYPE ASSEMBLIES.
5. REFER TO WALL SECTIONS FOR ELEVATIONS OF ROOF STRUCTURE.
SINGLE MEMBRANE ROOFING
1. SEE ELECTRICAL AND MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION.
2. LIGHT FIXTURES AND MECHANICAL ELEMENTS ARE SHOWN FOR LOCATION ONLY
AND MAY NOT SHOW ALL FIXTURES/ELEMENTS. SEE LIGHTING AND MECHANICAL
DOCUMENTS FOR ALL INSTANCES AND FIXTURE TYPES.
3. FOR WALL MOUNTED FIXTURES, SEE ELEVATIONS FOR MOUNTING HEIGHTS.
4. SLOPED SURFACE WILL APPEAR LESS THAN TRUE LENGTH ON RCP DRAWINGS. SEE
SECTIONS AND DETAILS FOR ACTUAL DIMENSIONS.
5. ALL CEILING HEIGHTS ARE FROM FINISHED FLOOR, UNLESS NOTED OTHERWISE.
6. DIMENSIONS ARE TO FACE OF FINISH, UNLESS NOTED OTHERWISE.
GENERAL RCP NOTES
date
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revisions
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project
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/
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5
1
:
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4
P
M
Au
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D
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A10.03
SITE BUILDINGS - RR /
CONCESSIONS
T
4
2
5
.
2
0
4
.
2
3
0
0
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S
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DD SET
40
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S
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2
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06/06/2025
23007
N O T F O R C O N S T R U C T I O N
SCALE:1/8" = 1'-0"1FLOOR PLAN - RR & CONCESSIONS
SCALE: 1/8" = 1'-0"
3ROOF PLAN - RR & CONCESSIONS
SCALE: 1/8" = 1'-0"
4D
ELEV CONCESSION - EAST
4A 4B
SCALE: 1/8" = 1'-0"
2RCP - RR & CONCESSIONS
SCALE: 1/8" = 1'-0"
5SECTION - RR / CONCESSIONS
SCALE:1/4" = 1'-0"
6D
INTERIOR ELEVATION CONCESSION S101A
6C6B6A
CANOPY
R-11 ROOF
SLOPE
1/4" / 12
50'-0"
4'
-
0
"
A10.04
4C
A10.04
4A
A10.04 4B
5
A10.04
90'-0"
50
'
-
0
"
HBHB
E10e
A-20e
TYP.
INTERIOR
WALL
TYP.
EXTERIOR
WALL
12" CONCRETE SLAB ON GRADE
FIELD
STORAGE
S103A
MAINTENANCE
STORAGE
S103B
ELEC
S103C
S103A-2
S1
0
3
A
-
1
S1
0
3
C
-
1
S1
0
3
B
-
1
S103B-2
HBHB
METAL CANOPY
ROLL UP DOOR
HM DOOR
DF
BV1a
10
'
-
0
"
BV1a
TYP
12
'
-
0
"
GUTTER / DS
EAST ELEVATION OPPOSITE
5
A10.04
OTS OTS
OTS
WALL CONSTRUCTION TYPE -SEE WALL TYPES SHEET
WHERE SHOWN, INDICATES FIRE RESISTANCE IN HOURS
A 55 -2 b
WALL NUMBER INDICATED ON WALL TYPES SHEET
WALL FUNCTION (A = INTERIOR; E = EXTERIOR)
WALL STRUCTURE AS NOTED IN WALL ASSEMBLY
A55-2b WALL TAG
WHERE OCCURS, TRIANGLE INDICATES ORIENTATION OF
WALL ASSEMBLY: TRIANGLE IS THE RIGHT SIDE OF WALL
TYPE SHOWN ON THE WALL ASSEMBLY SHEET.
LEGEND
INDICATES WALL CALLED OUT BY WALL TAG. SEE SHEET
NOTES FOR ADDITIONAL INFORMATION.
SHEET NOTES
1. CONDITIONS AND DETAILS MARKED "TYPICAL" SHALL APPLY IN ALL CASES
UNLESS SPECIFICALLY INDICATED OTHERWISE. TYPICAL DETAILS NOT
REFERENCED ON DRAWINGS APPLY UNLESS NOTED OTHERWISE BY SPECIFIC
NOTES AND DETAILS. WHERE NO SPECIFIC DETAIL IS SHOWN, THE
CONSTRUCTION SHALL BE IDENTICAL OR SIMILAR TO THAT INDICATED FOR THE
TYPICAL CONSTRUCTION OF THE PROJECT.
2. LOADING OF CONSTRUCTION MATERIALS SHALL NOT EXCEED THE DESIGN LIVE
LOAD PER SQUARE FOOT.
3. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL,
MECHANICAL, ELECTRICAL, AND PLUMBING WITH APPROPRIATE TRADES,
DRAWINGS, AND SUBCONTRACTORS PRIOR TO CONSTRUCTION.
4. PROVIDE ALL NECESSARY ANCHORAGE BLOCKING, BACKING, FRAMING FOR
HANDRAILS, DOOR STOPS, CASEWORK, SHELVING, MIRRORS, WALL MOUNTED
EQUIPMENT, AND ALL OTHER ITEMS AS REQUIRED FOR COMPLETE
INSTALLATION.
5. CONFIRM ALL ROUGH OPENING DIMENSIONS FOR DOORS AND WINDOWS PRIOR
TO COMMENCEMENT OF CONSTRUCTION.
6. UNLESS NOTED OTHERWISE, ENTIRE WALL ASSEMBLY OF ALL INTERIOR WALLS
AND PARTITIONS SHALL EXTEND TO THE UNDRESIDE OF THE FLOOR DECK OR
ROOF DECK ABOVE
7. WHERE A LENGTH OF WALL IS INTERSECTED BY PERPENDICULAR WALLS, WALL
TYPE TO BE CONTINUOUS BETWEEN TAGS UNLESS NOTED OTHERWISE.
8. PROVIDE SOLID BLOCKING BETWEEN ROOF JOISTS WHERE WALL RUNS
PERPENDICULAR TO ROOF JOISTS. GYPSUM BOARD TO TERMINATE AT ROOF
JOISTS.
9. ALIGN FINISHES WHERE INDICATED.
10. SEE PLANS FOR LOCATIONS OF WRAPPED STRUCTURAL STEEL COLUMNS, SEE
A0.10 FOR DETAILS
* FOR SHAFT WALL STRUCTURE, DIMENSION INCLUDES 1" WALL PANEL.
** MASONRY DIMENSIONS ARE NOMINAL
*** DIMENSIONS MAY BE FOR REFERENCE. ACTUAL STRUCTURAL
THICKNESS IS PROVIDED BY THE STRUCTURAL ENGINEER
METAL STUD*:
a = 1-7/8"
b = 2-1/2"
c = 4"
d = 6"
e = 8"
f = 10"
g = 12"
MASONRY** :
a = na
b = na
c = 4"
d = 6"
e = 8"
f = 10"
g = 12"
CONCRETE***:
a = na
b = na
c = 4"
d = 6"
e = 8"
f = 10"
g = 12"
h = 14"
5
A10.04
DS DS
CONTINUOUS GUTTER
BV1a
BV-1: COLOR BLEND. (NOMINAL
COURSE: 8/3h x 12"w x 3-1/2"d)
1/3 STAGGERED RUNNING BOND
1. REFER TO FLOOR PLANS FOR WALL ASSEMBLY TYPES AND TO ROOF PLANS
FOR ROOF ASSEMBLY TYPES. SEE SHEET A0.10 FOR TYPES.
2. MASONRY: PROVIDE HORIZONTAL JOINTS AND LEDGER ANGLES AT FLOOR
LEVELS OR AT MAX. 30'. PROVIDE VERTICAL JOINTS EVERY +/-28'.
3. PROVIDE STAINLESS STEEL DOWNSPOUTS FROM ROOFS GUTTERS.
DOWNSPOUTS SHOULD BE LOCATED NEAR CORNERS.
4. CANOPY ROOFS SLOPED TO DRAIN TOWARDS COLUMNS. PROVIDE
STAINLESS STEEL DOWNSPOUTS.
5. ALL MASONRY BELOW 2nd FLOOR LEVEL TO HAVE ANTI-GRAFFITI COATING.
GENERAL NOTES: ELEVATIONS
LEGEND
BV1a
MWP-1
MWP-1: METAL WALL PANEL SYSTEM.
VERTICAL (CUSTOM COLOR PER
ARCHITECT)
LEGEND:
GYPSUM BOARD CEILING
PAINTED (PAINTED P-X UNLESS
NOTED OTHERWISE)
OPEN TO STRUCTURE, METAL DECK INTERIOROTS
X'-X"HEIGHT ABOVE FINISH FLOOR (AFF)
AREA OF SPECIALTY LIGHTING, TBD
LEGEND:
ROOF PLAN NOTES:
1. NOT ALL ROOF PENETRATIONS ARE SHOWN. COORDINATE WITH STRUCTURAL,
MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR ADDITIONAL ROOF
PENETRATIONS. REFER TO SHEET ROOF PENETRATION DETAILS UNLESS NOTED
OTHERWISE.
2. SEE HORIZONTAL ASSEMBLIES FOR ROOF TYPE DIAGRAMS.
3. LOADING OF CONSTRUCTION MATERIALS SHALL NOTE EXCEED THE DESIGN LIVE
LOAD PER SQUARE FOOT.
4. SEE HORIZONTAL ASSEMBLIES FOR ROOF TYPE ASSEMBLIES.
5. REFER TO WALL SECTIONS FOR ELEVATIONS OF ROOF STRUCTURE.
SINGLE MEMBRANE ROOFING
1. SEE ELECTRICAL AND MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION.
2. LIGHT FIXTURES AND MECHANICAL ELEMENTS ARE SHOWN FOR LOCATION ONLY
AND MAY NOT SHOW ALL FIXTURES/ELEMENTS. SEE LIGHTING AND MECHANICAL
DOCUMENTS FOR ALL INSTANCES AND FIXTURE TYPES.
3. FOR WALL MOUNTED FIXTURES, SEE ELEVATIONS FOR MOUNTING HEIGHTS.
4. SLOPED SURFACE WILL APPEAR LESS THAN TRUE LENGTH ON RCP DRAWINGS. SEE
SECTIONS AND DETAILS FOR ACTUAL DIMENSIONS.
5. ALL CEILING HEIGHTS ARE FROM FINISHED FLOOR, UNLESS NOTED OTHERWISE.
6. DIMENSIONS ARE TO FACE OF FINISH, UNLESS NOTED OTHERWISE.
GENERAL RCP NOTES
date
phase
k e y p l a n
revisions
date
project
RE
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2
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:
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1
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5
7
P
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A10.04
SITE BUILDINGS - SITE
STORAGE
T
4
2
5
.
2
0
4
.
2
3
0
0
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40
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06/06/2025
23007
N O T F O R C O N S T R U C T I O N
SCALE:1/8" = 1'-0"3ROOF PLAN - SITE STORAGE
SCALE: 1/8" = 1'-0"
1FLOOR PLAN - SITE STORAGE
SCALE:1/8" = 1'-0"4AELEVATIONS - STORAGE BLDG - SOUTH
SCALE:1/8" = 1'-0"4BELEVATION - STORAGE BLDG
SCALE: 1/8" = 1'-0"
2RCP - SITE STORAGE
SCALE:1/8" = 1'-0"5SECTION - SITE STORAGE
SCALE:1/8" = 1'-0"4CELEVATIONS - STORAGE BLDG - NORTH
A10.05 5B
A10.05
5C
A10.055D
A10.05
5A
BATTING CAGES
15
'
-
0
"
E12e
70
'
-
0
"
E12e
15
'
-
0
"
12" CONCRETE
SLAB
ON GRADE
SYNTHETIC TURF
4
A10.05
STORAGE
S102b
BATTING
S102
E11
12'-0"12'-0"
2'-0"
S102-1
S102B-1
R-10 ROOF
SLOPE
1/4/12
CHAIN LINK LID
10
'
-
0
"
CHAIN LINK FENCE
CHAIN LINK LID
GUTTER / DS
BV1a
DS DS
BV1a
10
'
-
0
"
10
'
-
0
"
CHAIN LINK FENCE
CHAIN LINK LID
BV1a
WALL CONSTRUCTION TYPE -SEE WALL TYPES SHEET
WHERE SHOWN, INDICATES FIRE RESISTANCE IN HOURS
A 55 -2 b
WALL NUMBER INDICATED ON WALL TYPES SHEET
WALL FUNCTION (A = INTERIOR; E = EXTERIOR)
WALL STRUCTURE AS NOTED IN WALL ASSEMBLY
A55-2b WALL TAG
WHERE OCCURS, TRIANGLE INDICATES ORIENTATION OF
WALL ASSEMBLY: TRIANGLE IS THE RIGHT SIDE OF WALL
TYPE SHOWN ON THE WALL ASSEMBLY SHEET.
LEGEND
INDICATES WALL CALLED OUT BY WALL TAG. SEE SHEET
NOTES FOR ADDITIONAL INFORMATION.
SHEET NOTES
1. CONDITIONS AND DETAILS MARKED "TYPICAL" SHALL APPLY IN ALL CASES
UNLESS SPECIFICALLY INDICATED OTHERWISE. TYPICAL DETAILS NOT
REFERENCED ON DRAWINGS APPLY UNLESS NOTED OTHERWISE BY SPECIFIC
NOTES AND DETAILS. WHERE NO SPECIFIC DETAIL IS SHOWN, THE
CONSTRUCTION SHALL BE IDENTICAL OR SIMILAR TO THAT INDICATED FOR THE
TYPICAL CONSTRUCTION OF THE PROJECT.
2. LOADING OF CONSTRUCTION MATERIALS SHALL NOT EXCEED THE DESIGN LIVE
LOAD PER SQUARE FOOT.
3. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL,
MECHANICAL, ELECTRICAL, AND PLUMBING WITH APPROPRIATE TRADES,
DRAWINGS, AND SUBCONTRACTORS PRIOR TO CONSTRUCTION.
4. PROVIDE ALL NECESSARY ANCHORAGE BLOCKING, BACKING, FRAMING FOR
HANDRAILS, DOOR STOPS, CASEWORK, SHELVING, MIRRORS, WALL MOUNTED
EQUIPMENT, AND ALL OTHER ITEMS AS REQUIRED FOR COMPLETE
INSTALLATION.
5. CONFIRM ALL ROUGH OPENING DIMENSIONS FOR DOORS AND WINDOWS PRIOR
TO COMMENCEMENT OF CONSTRUCTION.
6. UNLESS NOTED OTHERWISE, ENTIRE WALL ASSEMBLY OF ALL INTERIOR WALLS
AND PARTITIONS SHALL EXTEND TO THE UNDRESIDE OF THE FLOOR DECK OR
ROOF DECK ABOVE
7. WHERE A LENGTH OF WALL IS INTERSECTED BY PERPENDICULAR WALLS, WALL
TYPE TO BE CONTINUOUS BETWEEN TAGS UNLESS NOTED OTHERWISE.
8. PROVIDE SOLID BLOCKING BETWEEN ROOF JOISTS WHERE WALL RUNS
PERPENDICULAR TO ROOF JOISTS. GYPSUM BOARD TO TERMINATE AT ROOF
JOISTS.
9. ALIGN FINISHES WHERE INDICATED.
10. SEE PLANS FOR LOCATIONS OF WRAPPED STRUCTURAL STEEL COLUMNS, SEE
A0.10 FOR DETAILS
* FOR SHAFT WALL STRUCTURE, DIMENSION INCLUDES 1" WALL PANEL.
** MASONRY DIMENSIONS ARE NOMINAL
*** DIMENSIONS MAY BE FOR REFERENCE. ACTUAL STRUCTURAL
THICKNESS IS PROVIDED BY THE STRUCTURAL ENGINEER
METAL STUD*:
a = 1-7/8"
b = 2-1/2"
c = 4"
d = 6"
e = 8"
f = 10"
g = 12"
MASONRY** :
a = na
b = na
c = 4"
d = 6"
e = 8"
f = 10"
g = 12"
CONCRETE***:
a = na
b = na
c = 4"
d = 6"
e = 8"
f = 10"
g = 12"
h = 14"
LEGEND:
GYPSUM BOARD CEILING
PAINTED (PAINTED P-X UNLESS
NOTED OTHERWISE)
OPEN TO STRUCTURE, METAL DECK INTERIOROTS
X'-X"HEIGHT ABOVE FINISH FLOOR (AFF)
AREA OF SPECIALTY LIGHTING, TBD
LEGEND:
ROOF PLAN NOTES:
1. NOT ALL ROOF PENETRATIONS ARE SHOWN. COORDINATE WITH STRUCTURAL,
MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR ADDITIONAL ROOF
PENETRATIONS. REFER TO SHEET ROOF PENETRATION DETAILS UNLESS NOTED
OTHERWISE.
2. SEE HORIZONTAL ASSEMBLIES FOR ROOF TYPE DIAGRAMS.
3. LOADING OF CONSTRUCTION MATERIALS SHALL NOTE EXCEED THE DESIGN LIVE
LOAD PER SQUARE FOOT.
4. SEE HORIZONTAL ASSEMBLIES FOR ROOF TYPE ASSEMBLIES.
5. REFER TO WALL SECTIONS FOR ELEVATIONS OF ROOF STRUCTURE.
SINGLE MEMBRANE ROOFING
1. SEE ELECTRICAL AND MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION.
2. LIGHT FIXTURES AND MECHANICAL ELEMENTS ARE SHOWN FOR LOCATION ONLY
AND MAY NOT SHOW ALL FIXTURES/ELEMENTS. SEE LIGHTING AND MECHANICAL
DOCUMENTS FOR ALL INSTANCES AND FIXTURE TYPES.
3. FOR WALL MOUNTED FIXTURES, SEE ELEVATIONS FOR MOUNTING HEIGHTS.
4. SLOPED SURFACE WILL APPEAR LESS THAN TRUE LENGTH ON RCP DRAWINGS. SEE
SECTIONS AND DETAILS FOR ACTUAL DIMENSIONS.
5. ALL CEILING HEIGHTS ARE FROM FINISHED FLOOR, UNLESS NOTED OTHERWISE.
6. DIMENSIONS ARE TO FACE OF FINISH, UNLESS NOTED OTHERWISE.
GENERAL RCP NOTES
BV-1: COLOR BLEND. (NOMINAL
COURSE: 8/3h x 12"w x 3-1/2"d)
1/3 STAGGERED RUNNING BOND
1. REFER TO FLOOR PLANS FOR WALL ASSEMBLY TYPES AND TO ROOF PLANS
FOR ROOF ASSEMBLY TYPES. SEE SHEET A0.10 FOR TYPES.
2. MASONRY: PROVIDE HORIZONTAL JOINTS AND LEDGER ANGLES AT FLOOR
LEVELS OR AT MAX. 30'. PROVIDE VERTICAL JOINTS EVERY +/-28'.
3. PROVIDE STAINLESS STEEL DOWNSPOUTS FROM ROOFS GUTTERS.
DOWNSPOUTS SHOULD BE LOCATED NEAR CORNERS.
4. CANOPY ROOFS SLOPED TO DRAIN TOWARDS COLUMNS. PROVIDE
STAINLESS STEEL DOWNSPOUTS.
5. ALL MASONRY BELOW 2nd FLOOR LEVEL TO HAVE ANTI-GRAFFITI COATING.
GENERAL NOTES: ELEVATIONS
LEGEND
BV1a
MWP-1
MWP-1: METAL WALL PANEL SYSTEM.
VERTICAL (CUSTOM COLOR PER
ARCHITECT)
date
phase
k e y p l a n
revisions
date
project
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A10.05
SITE BLDG - BATTING
CAGE
T
4
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2
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06/06/2025
23007
N O T F O R C O N S T R U C T I O N
SCALE:1/8" = 1'-0"1FLOOR PLAN - BATTING CAGES
SCALE:1/8" = 1'-0"3ROOF PLAN - BATTING CAGE
SCALE:1/8" = 1'-0"
5D
ELEVATIONS - SITE BATTING CAGES
5C5A 5B
SCALE:1/8" = 1'-0"2RCP - BATTING CAGE
SCALE: 1/8" = 1'-0"
4SECTION - BATTING CAGES
1" DIA.
GROUND
ROD K.O.
6" DIA. SUMP
KNOCKOUT
GALVANIZED PULL IRON
(2 PLACES)
18" X 26" OR 26" X 26", 12" DEEP
RECESS KNOCKOUT (2 PLACES)
8" X 16" KNOCKOUT
(2 PLACES
EA. SIDE WALL)
BASE SECTION
TOP RING
12"3'-0"
5'-0"
30"
5'-0"3'-0"
12"
7
32
4
8
6
5
1
12"
26"
36"
6"
5'-0"
3'-0"
4"
10"
17"
4"
PRECAST 3'-0" X 5'-0" CONCRETE HANDHOLE.
H20 FULL TRAFFIC LOADING COVER.
UTILITY IDENTIFICATION TO READ
"TELECOMMUNICATIONS" ON TOP OF COVER.
RATED FOR H20 FULL TRAFFIC LOADING.
COORDINATE LOCATIONS OF KNOCKOUTS WITH
SUPPLIER.
PROVIDE SEPARATE BASE FOR INTERCEPTING
CONDUITS AS REQUIRED.
TYPICAL LID FOR SECURE HANDHOLE.
TYPICAL LID FOR UNSECURE HANDHOLE.
1
2
3
4
5
6
7
8
CONSTRUCTION NOTES
FINISHED GRADE
SLIP RESISTANT
COVER
CONDUITWASHED ROCK
GASKET
MASTIC COMPOUND
CONCRETE HANDHOLE
UNLESS NOTED OTHERWISE
SHALL BE FOGTITE J11 OR
3030-LA WITH GALVANIZED
STEEL LID OR EQUAL, SIZED
AS REQUIRED PER NEC.
1'-0"
2 1/2" TYP
GROUND LEAD, SUPPLIED BY OTHERS
TRAVIS LID AND FRAME
1/2" PENTA HEAD BOLT
NAME PLATE (EX: LT, TS, ITS)
1'-0"
2'-9"
6 7 /8 "
1 '-1 0 "
3 3/8"
PROVIDE ADDITIONAL HANDHOLES FOR
CCTV EQUIPMENT MOUNTING ACCESS AND
ROUTING OF CCTV CABLES. COORDINATE
EXACT ORIENTATION OF HANDHOLES WITH
THE LIGHT FIXTURE HEAD AND CCTV
EQUIPMENT.
COORDINATE REQUIRED
MOUNTING HOLES AND GROMMET
LOCATIONS WITH THE CCTV AND
LIGHT POLE MANUFACTURERS.
MEDIA CONVERTER
ENCLOSURE
CCTV CAMERA
MOUNT BOTTOM OF
ENCLOSURE AT 17' AFG
MOUNT BOTTOM OF
CCTV AT 15' AFG
STUB CONDUIT INTO
BASE OF POLE
GALV. LEVELING NUTS &
WASHERS - GROUT
BENEATH COVER &
CONCRETE BASE
GRADE
2'-6" MIN. BASE
ABOVE GRADE
6" SQUARE LIGHT POLE
HANDHOLE W/
TAMPERPROOF SCREWS
HOLD DOWN NUTS &
WASHERS W/COVER
1" CHAMFER
1" X 36" X 4" ANCHOR
BOLTS - 4 EACH
1" CONDUIT FOR
LIGHTING FIXTURE AND
MEDIA CONVERTER
CIRCUIT AND 1" CONDUIT
FOR FIBER OPTIC CABLE.
TO THE J11 TYPE 2
HANDHOLE
TYPE 2 HANDHOLE,
SEE SITE DRAWINGS
TO NEXT
LIGHT POLE
TO NEXT
LIGHT POLE
1" EACH FOR CCTV FIBER
OPTIC, CCTV MEDIA
CONVERTER POWER, AND
LIGHTING CIRCUIT CONDUITS.
SEE SITE DRAWINGS.
#4 REBAR MINIMUM
(TYPICAL)
6'-6" BELOW GRADE
(MINIMUM)
24" DIA
GENERAL NOTES
1. COORDINATE EXACT LOCATION AND
ORIENTATION OF CCTV CAMERA AND
MEDIA CONVERTER ENCLOSURE WITH
THE CCTV INSTALLING CONTRACTOR.
2. LIGHT POLE SHOP DRAWING SUBMITTAL
SHALL BE REVIEWED AND APPROVED BY
THE DESIGN ENGINEER AND CCTV
CONTRACTOR.
4" TOPSOIL
REPLACE GRASS WITH SOD
TO MATCH EXISTING
LANDSCAPE
EXISTING GROUND
8" BASE COURSE
MATERIAL
MARKER TAPE LAID
ENTIRE LENGTH WITH
3" MIN. WIDTH
8"
SLOPE DETERMINED
BY CONTRACTOR
BEDDING MATERIAL
COMPACTED BACKFILL
TO 95% - DENSITY
SEE DRAWINGS FOR
QUANTITY OF RACEWAYS
3" MIN
24" MINIMUM DEPTH AS
REQUIRED TO AVOID
EXISTING UTILITIES
AND MEET CODE
REQUIREMENTS
4'-0"
3'-6"(2) 2-TON LIFT ANCHORS
8"
1'-0"
3'-6" 4'-0"
(2) 5/8" DIA. INSERTS
2'-0" LONG GALVANIZED "C" CHANNEL
(1 EACH WALL)
8" DIA. SUMP
1" DIA. GROUND ROD KNOCKOUT
GALVANIZED PULL/LIFT IRON
(1 EACH CORNER)
12" X 18" KNOCKOUT
(2 EACH WALL)
3'-2 1/2"
3 1/2"
3'-6"
4'-0"
1'-7 1/2"
1'-2"
1'-6"
4 1/2"
6"
8" DIA. SUMP
1" DIA. GROUND
ROD HOLE
12" X 18" KNOCKOUT
(2 EACH WALL)
BASE
NO. 444-B
GALVANIZED PULL/LIFT IRON
(1 EACH CORNER)
2'-0" LONG GALVANIZED "C" CHANNEL
(1 EACH SIDE)
TOP
NO. 44-332P
5/8" DIA. LIFT INSERT
(2 PLACES IN TOP)
SPRING ASSISTED
GALVANIZED DIAMOND PLATE DOOR
W/ LOCKING LATCH
OPTIONAL-NONSLIP DOOR
2-TON LIFT ANCHOR
(2 PLACES IN TOP)
4'-0"
3'-6"
6"
4'-0"4'-0"
4'-0"
4'-0"
5'-2"
4'-0"32"
21"
28"
25"
PADMOUNT
NO. 44-2125
PADMOUNT
NO. 44-2832
PADMOUNT
NO. 45-2832
OPTIONAL TOPS
NOTE: DESIGNED FOR 0 TO 5'-0" OF COVER
PLAN VIEW
SECTION AA SIDE VIEW
NO. 332P SPRING ASSISTED
GALVANIZED DIAMOND PLATE
DOOR W/ LOCKING LATCH
A A
1'-0"
8"
8"4'-0"
28"
32"4'-0"
B
D
G
F
date
phase
k e y p l a n
revisions
date
project
A C
E
9/
1
2
/
2
0
2
5
5
:
1
1
:
0
3
P
M
C:
\
U
s
e
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\
s
b
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o
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n
\
D
o
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-
51
5
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1
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5
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5
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5
2
4
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1
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5
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2
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2
4
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S
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a
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a
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s
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E7.13
TELECOM SITE
INFRASTRUCTURE
DETAILS
DD SET
06/06/2025
23007
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N O T F O R C O N S T R U C T I O N
W
T
EXISTING PSE
TRANSFORMER
EXISTING PSE PULLBOX
TO BE REMOVED
EXISTING MAIN
BOARD MSS-A
(MAIN ELEC. RM)
EXISTING PSE
PRIMARY POWER
TO BE REMOVED
EXISTING PSE PRIMARY
POWER TO BE REMOVED
PANELS
1P4 SEC. 1, SEC. 2, &
SEC.3, 1L3, 1XP9
(IDF AW 119)PANELS
1P5 SEC. 1 & SEC. 2,
1L4 (ELEC. AC108C)
PANELS
SWITCHBOARD (MSS-PAC), 2P1
SEC. 1 & SEC. 2, 2P2, 2PX3,
2PA, DIMMER RACKS #1-3
(ELEC. PA203)
MCC 2M1
(MECH. PA202)
PANELS
2P3 SEC. 1 & SEC. 2,
2L3 (CLOSET AW204)
PANELS
2P4 SEC. 1 & SEC.
2, 2L4 (IDF AW213)
PANELS
3P4 SEC. 1 & SEC. 2,
3L3 (CLOSET AW300)
MCC 4M3
(MECH. AW402)
NORMAL POWER
(MH-N1)
EMER.
POWER
(MH-E1)
NORMAL
POWER (MH-N2)
EMER.
POWER
(MH-E2)
PANELS 1L3,
1L4, 2L4, 2XL5
& MCC 4M4
PANELS
1L3
UP TO MSS-PAC & PANEL
2PX3 ON 2ND FLOOR.
MSS-PAC &
PANEL 2PX3
PANELS 1L1 & 1XL2
(ELEC AN100A)
PANELS 2L1,
3L1, 1XL2
UP TO
PNL 2L4UP TO MCC 4M4
UP TO
PNL 2XL5
1 2 2 2 2
3 3 3 3 3
1
1222223
3 3 3 3
DEMOLITION NOTES
EXISTING UTILITY POLE TO REMAIN.
EXISTING UTILITY POLE TO BE REMOVED.
EXISTING OVERHEAD POWER TO BE REMOVED.
RETAIN EXISTING UNDERGROUND SYSTEMS CONDUIT
AND CABLES.
DEMOLISH EXISTING UNDERGROUND POWER CONDUITS
AND CONDUCTORS.
DEMOLISH EXISTING UNDERGROUND SYSTEMS
CONDUITS AND CABLES.
DEMOLISH EXISTING MANHOLE.
EXISTING UNDERGROUND FEEDER IS CONFLICTING
WITH NEW SCHOOL BUILDING FOOTPRINT. DEMOLISH
EXISTING AND PROVIDE NEW FEEDER TO MAINTAIN THE
EXISTING INDUSTRIAL ART BUILDING SERVICE DURING
NEW BUILDING CONSTRUCTION. SEE SHEET E1.02 FOR
ADDITIONAL INFORMATION.
1
2
3
APPROXIMATE MAIN SERVICE
SWITCHBOARD LOCATION
EXISTING MH-1B
EXISTING MH-2B
EXISTING MH-3B
TO IDF ROOMEXISTING MH-1A
EXISTING MH-3A
4
5
6
4
EXISTING MH-2A
6
5
7
8
8
8
68
5 8
7 8
7 8
7 8
7 8
5 8
68
APPROXIMATE MAIN SERVICE
SWITCHBOARD LOCATION
4
4
M
RETAIN EXISTING PSE METER
INDUSTRIAL ART BUILDING
CAFETERIA AND GYMASIUM
date
phase
revisions
date
project
RE
N
T
O
N
H
I
G
H
S
C
H
O
O
L
RE
P
L
A
C
E
M
E
N
T
T
4
2
5
.
2
0
4
.
2
3
0
0
RE
N
T
O
N
S
C
H
O
O
L
D
I
S
T
R
I
C
T
DD SET
40
0
S
O
U
T
H
2
N
D
S
T
R
E
E
T
,
R
E
N
T
O
N
,
W
A
9
8
0
5
7
06/06/2025
23007
NOT
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
E1.01
EXISTING ELECTRICAL
SITE PLANSCALE: 1" = 60'-0"1EXISTING ELECTRICAL SITE PLAN
W
DN
TEXISTING PSE
TRANSFORMER
EXISTING MAIN
BOARD MSS-A
(MAIN ELEC. RM)
MH MH
MH
13
13
3
16
6 1
2
4
5
4
17
6
6
6
14
16
1
7
T18
14
19
13
16
T
12
14
5 MH
APPROXIMATE MAIN SERVICE
SWITCHBOARD LOCATION
EXISTING MH-3B
EXISTING MH-3A
NORMAL POWER
(MH-N1)
EMER. POWER (MH-E1)
20
21
22
22
INDUSTRIAL ART BUILDING
CAFETERIA AND GYMASIUM
APPROXIMATE MAIN SERVICE
SWITCHBOARD LOCATION
M
RETAIN EXISTING PSE METER
23
GENERAL NOTES
1.SEE ADDITIONAL GENERAL NOTES ON E0.01.
CONSTRUCTION NOTES
EXISTING UTILITY POLE TO REMAIN.
PROPOSED OVERHEAD PRIMARY ROUTING.
EXISTING UTILITY POLE TO REMAIN, NEW
TRANSMISSION TO UNDERGROUND.
PSE UNDERGROUND PRIMARY.
PROPOSED PULLBOX FOR PSE PRIMARY SERVICE.
PROPOSED PULLBOX FOR REFEEDING EXISTING
PANELS.
NEW UTILITY POLE.
PRIMARY CONNECTION POINT DETERMINED BY PSE.
NOT USED.
PROPOSED NEW UTILITY TRANSFORMER (1 OF 3).
PROPOSED NEW UTILITY TRANSFORMER (2 OF 3).
PROPOSED NEW UTILITY TRANSFORMER (3 OF 3).
NEW MAIN ELECTRICAL ROOM.
PROPOSED ROUTING FOR SERVICE TO MAIN
ELECTRICAL ROOM.
PSE UNDERGROUND PRIMARY (ADDITIONAL PULLBOX
AND ABOVE GROUND EQUIPMENT TBD BY PSE).
SECONDARY UNDERGROUND ROUTING TO REFEED
EXISTING BUILDING. PROVIDE TEMPORARY POWER
SUPPLY TO EXISTING BUILDING MDB AS REQUIRED
UNTIL DEMOLITION WORK IS COMPLETE.
PROPOSED PULLBOX FOR PSE PRIMARY SERVICE WITH
LOAD BREAKS.
PROPOSED UTILITY TRANSFORMER FOR EXISTING
BUILDING.
PROPOSED ROUTING FOR GENERATOR.
PROPOSED NEW TEMPORARY UNDERGROUND POWER
FEEDER ROUTING. PROVIDE NEW POWER CONDUIT AND
CONDUCTORS TO MATCH EXISTING FEEDER TO
INDUSTRIAL ART BUILDING. SEE SHEET E1.01 FOR
DEMOLITION WORK.
PROPOSED NEW TEMPORARY UNDERGROUND SYSTEM
FEEDER ROUTING. PROVIDE NEW SYSTEM CONDUIT
AND CABLES TO MATCH EXISTING FEEDER TO
INDUSTRIAL ART BUILDING. SEE SHEET E1.01 FOR
DEMOLITION WORK.
SPLICE AND EXTEND EXISTING FEEDER TO EXISTING
INDUSTRIAL ART BUILDING.
RETAIN EXISTING FEEDER TO CAFETERIA AND
GYMNASIUM BUILDING.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
date
phase
revisions
date
project
RE
N
T
O
N
H
I
G
H
S
C
H
O
O
L
RE
P
L
A
C
E
M
E
N
T
T
4
2
5
.
2
0
4
.
2
3
0
0
RE
N
T
O
N
S
C
H
O
O
L
D
I
S
T
R
I
C
T
DD SET
40
0
S
O
U
T
H
2
N
D
S
T
R
E
E
T
,
R
E
N
T
O
N
,
W
A
9
8
0
5
7
06/06/2025
23007
NOT
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
E1.02
EXISTING/NEW
ELECTRICAL SITE PLANSCALE: 1" = 60'-0"1EXISTING/NEW ELECTRICAL SITE PLAN
2
ES5.02
1
ES5.02
4
ES5.01
3
ES5.01
GENERAL NOTES
1.SEE ADDITIONAL GENERAL NOTES ON E0.01.
CONSTRUCTION NOTES
EXISTING UTILITY POLE TO REMAIN.
PROPOSED OVERHEAD PRIMARY ROUTING.
EXISTING UTILITY POLE TO REMAIN, NEW
TRANSMISSION TO UNDERGROUND.
PSE UNDERGROUND PRIMARY.
PROPOSED PULLBOX FOR PSE PRIMARY SERVICE.
PROPOSED PULLBOX FOR REFEEDING EXISTING
PANELS.
NEW UTILITY POLE.
PRIMARY CONNECTION POINT DETERMINED BY PSE.
PROPOSED ROUTING FOR CONCESSIONS BUILDING.
PROPOSED NEW UTILITY TRANSFORMER (1 OF 3).
PROPOSED NEW UTILITY TRANSFORMER (2 OF 3).
PROPOSED NEW UTILITY TRANSFORMER (3 OF 3).
NEW MAIN ELECTRICAL ROOM.
PROPOSED ROUTING FOR SERVICE TO MAIN
ELECTRICAL ROOM.
PSE UNDERGROUND PRIMARY (ADDITIONAL PULLBOX
AND ABOVE GROUND EQUIPMENT TBD BY PSE).
SECONDARY UNDERGROUND ROUTING TO REFEED
EXISTING BUILDING.
PROPOSED PULLBOX FOR PSE PRIMARY SERVICE WITH
LOAD BREAKS.
PROPOSED UTILITY TRANSFORMER FOR EXISTING
BUILDING.
PROPOSED ROUTING FOR GENERATOR.
PROPOSED ROUTING FOR STORAGE BUILDING.
PROPOSED ROUTING FOR BATTING CAGE BUILDING.
1
2
3
1
2
4
3
5
16
6
17
7
6
8
9
10
5
4
2
ES5.01
1
ES5.01
11
12
13
10
11
14
15
T
MH MH
515
16
4
16
17
MH
5
6
9
7
18
18
19
8
2
ES5.02
1
ES5.01
3
ES5.03
4
ES5.03
14
6
13
20
20
14
19
T 12
14
MH
FPL1
AL1
HH
9
21
21
20
20
20
9
13
HH
19
20
4
ES5.02
3
ES5.02
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DSDS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DSDSDSDS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
T
T
T
T
T
T
TT
T
S 2 N D S T
S 2 N D S T
L
O
G
A
N
A
V
E
S
L
O
G
A
N
A
V
E
S
L
O
G
A
N
A
V
E
S
S T O B I N S T
S T O B I N S T
L
O
G
A
N
A
V
E
S
S
H
A
T
T
U
C
K
A
V
E
S
L
A
K
E
A
V
E
S
L
A
K
E
A
V
E
S
A I R P O R T W A Y
A I R P O R T W A Y
S 2 N D S T
L
A
K
E
A
V
E
S
S T O B I N S T
S T O B I N S T
date
phase
revisions
date
project
RE
N
T
O
N
H
I
G
H
S
C
H
O
O
L
RE
P
L
A
C
E
M
E
N
T
T
4
2
5
.
2
0
4
.
2
3
0
0
RE
N
T
O
N
S
C
H
O
O
L
D
I
S
T
R
I
C
T
DD SET
40
0
S
O
U
T
H
2
N
D
S
T
R
E
E
T
,
R
E
N
T
O
N
,
W
A
9
8
0
5
7
06/06/2025
23007
NOT
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
E1.03
SCALE: 1" = 60'-0"1 NEW ELECTRICAL
SITE PLAN
NEW ELECTRICAL SITE PLAN