PN70551_CDC_SB_DWGS_AM-0002.pdf
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- Attached to
- FY22 Military Construction Army (MCA) 070551 Child Development Center, Schofield Barracks, Oahu, Hawaii
- Solicitation number
- W9128A22R0020
About this file
This federal contract opportunity announcement seeks proposals for the FY23 Military Construction Army project to construct a 37,300 square foot Child Development Center at Schofield Barracks, Hawaii. Key details include that the project scope encompasses the Child Development Center building, 38,311 square feet of playground area, 146 parking spaces, site development, utilities and connections, and demolition of five existing buildings. Proposals are due by Thursday, June 23, 2022 and will be evaluated on experience, past performance, technical approach, and price using LPTA procedures. Award is expected within 1,237 calendar days of notice to proceed, with a project magnitude between $25-50 million. Subcontracting goals apply for small, small disadvantaged, women-owned, HUBZone, veteran-owned, and service disabled veteran-owned small businesses.
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IKELEA ST.
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04/30/2024
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HONOLULU DISTRICT
05/16/2022
SCHOFIELD BARRACKS, HAWAII
FY21 MCA PN70551 CHILD DEVELOPMENT CENTER
B
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LOCATION
LOCATION MAP
VICINITY MAP
OWNER:
DEPARTMENT OF THE ARMY
CONTRACT DIVISION (CEPOH-CT-C)
US ARMY ENGINEER DISTRICT, HONOLULU, BLDG. 230
FORT SHAFTER, HI 96858-5440
CIVIL & ARCHITECTURAL:
G70 (GROUP 70)
111 S. KING STREET, SUITE 170
HONOLULU, HAWAII 9681
STRUCTURAL:
KAI HAWAII
50 SOUTH BERETANIA SUITE C-119C,
HONOLULU, HI 96813
FIRE LIFE SAFETY, MECHANICAL, ELECTRICAL &
TELECOMMUNICATIONS:
BURNS & MCDONNELL
735 BISHOP STREET SUITE 2000
HONOLULU, HI 96813
KITCHEN:
MIZO & ASSOCIATES
408 N KUAKINI ST # 1,
HONOLULU, HI 96817
LANDSCAPE:
BROWNIE & LEE
201 MERCHANT STREET # 1930,
HONOLULU, HAWAII 96813
PLAN
NORTH
P
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N O R
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PROJECT TEAM
0 100' 200' 400'
0 500' 1000' 2000'
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SEE KEY MAP FOR
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BUILDING FOOTPRINT
APPROX. LEASE
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1. HAUL ROUTE SHOWN IS PROJECTED AND MAY CHANGE DURING
THE PROJECT CONSTRUCTION DURATION DUE TO OTHER
CONSTRUCTION PROJECTS AND BASE ACTIVITIES.
2. COORDINATE WITH CONTRACTING OFFICER OR DESIGNATED
REPRESENTATIVE FOR HAUL ROUTE AT THE START OF
CONSTRUCTION AND FOR THE CONSTRUCTION DURATION.
3. CONTRACTOR SHALL CONSIDER TRAFFIC CONDITIONS ON LYMAN
ROAD AND KOLEKOLE AVENUE WHEN SCHEDULING DELIVERIES
AND SHALL MAKE HEAVY VEHICLE OR LARGE DELIVERIES DURING
OFF-PEAK HOURS.
COSA NOTES:
1. COSA SHALL BE INSTALLED WITHIN THE PROJECT LIMITS.
CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING
APPROPRIATE LOCATION AND OBTAINING APPROVAL FROM DPW.
2. REMOVE DEBRIS AND GRADE TO DRAIN WITH SLOPE NECESSARY
FOR COSA OPERATIONS.
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SCHOFIELD BARRACKS
KEY MAP
NOT TO SCALE
HAUL ROUTE
NOTE:
1. TRAFFIC ROUTE SHALL BE INTO THE
PROJECT SITE FROM HUMPHREYS ROAD
AND EXIT THROUGH FLAGLER ROAD.
HAUL ROUTE AND COSA
SCALE: 1" = 60'A1
0 60' 120'
SCALE: 1" = 60'
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EXPIRATION DATE OF THE LICENSE 4/30/2024
THIS WORK WAS PREPARED BY ME
OR UNDER MY SUPERVISION
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BOUNDARY LINE
KUAIKUA
STREET
CITY & COUNTY OF HONOLULU EXCEPTIONAL
TREE. PROVIDE TREE PROTECTION TO ENSURE
NO DAMAGE OCCURS DURING CONSTRUCTION.
SEE TREE PROTECTION DETAILS AND NOTES ON
SHEETS L-502 AND L-503.
CD103
TREE REMOVAL NOTES:
PER USAG-HI TREE CUTTING MORATORIUM DATED 20 JANUARY 2017 AND TO COMPLY WITH THE
ENDANGERED SPECIES ACT, THE FOLLOWING MEASURES SHALL BE IMPLEMENTED:
DURING THE HAWAIIAN HOARY BAT (LASIURUS CINEREUS SEMOTUS) PUPPING SEASON, 1 JUNE TO 15 SEPTEMBER, THERE SHALL BE NO CUTTING OR TRIMMING OF ANY TREE OVER 15 FEET TALL.
IF A TREE FALLS ON ITS OWN THAT IS OVER 15 FEET, CONTRACTOR MAY REMOVE THE TREE.
IN CASE OF AN EMERGENCY SITUATION (E.G. TREE OVER 15 FEET THREATENING A POWER LINE), CONTRACTOR MUST CONTACT THE DPW ENVIRONMENTAL DIVISION AT (808) 655-9189 FOR
GUIDANCE PRIOR TO CUTTING THE TREE.
TREE TRIMMING AND CUTTING NOTE:
AN INTERNATIONAL SOCIETY OF ARBORICULTURE (ISA) CERTIFIED ARBORIST SHALL BE PRESENT FOR ANY TREES THAT REQUIRE ROOT OR CANOPY CUTTING OR TRIMMING. THE CONTRACTOR SHALL
FOLLOW THE RECOMMENDATIONS FOR CUTTING OR TRIMMING OF THE ARBORIST.
THE GENERAL CONTRACTOR SHALL HIRE AN INDEPENDANT CERTIFIED ARBORIST THAT IS NOT AN
EMPLOYEE OF THE LANDSCAPE CONTRACTOR OR GENERAL CONTRACTOR. THE ARBORIST SHALL
HAVE MINIMUM 5-YEARS EXPERIENCE.
NOTES:
1. FOR DEMOLITION AND REMOVAL OF ELECTRICAL FACILITIES,
SEE ELECTRICAL PLANS.
DEMOLISH AND DISPOSE OF MISCELLANEOUS STRUCTURE
REMOVE TREE
REMOVE SIGN AND POST
REMOVE CHAIN LINK FENCE, POST(S) AND FOOTING(S)
REMOVE A.C. PAVEMENT
REMOVE WHEEL STOPS
DEMOLISH CMU WALL
DEMOLISH WOODEN DECK
DEMOLISH CONCRETE CURB
DEMOLISH AC CURB OR ISLAND
DEMOLISH LANDSCAPE ISLAND
DEMOLISH CONCRETE CURB AND GUTTER
CUT AND PLUG EXISTING SEWER LINE. DEMOLISH, REMOVE AND BACKFILL SEWER LINE
AND MANHOLE(S)
CUT AND PLUG EXISTING WATER LINE. DEMOLISH AND REMOVE EXISTING WATER LINE
AND BACKFILL. SEE DETAIL A10 SHEET C-504.
DEMOLISH LANDSCAPE PLANTER
DEMOLISH AND REMOVE TRASH ENCLOSURE
DEMOLISH CONCRETE PAD
REMOVE AND SALVAGE CONCRETE JERSEY BARRIERS
REMOVE AND SALVAGE CONTAINERS/SHEDS
REMOVE AND REPLACE WATER VALVE AND WATER VALVE BOX IN PLACE. SEE UTILITY
PLAN
DEMOLISH AND DISPOSE OF CONCRETE SWALE
EXIST. SOIL STOCKPILE - CONTRACTOR TO SAMPLE STOCKPILE SOIL AND PROVIDE
SAMPLING RESULTS TO THE CONTRACTING OFFICER PER THE PROJECT
SPECIFICATIONS. REFER TO THE PROJECT SPECIFICATIONS FOR HANDLING OF SOILS
AFTER TESTING.
DEMOLISH DRAIN LINE AND HEADWALL(S)
THRIFT SHOP DONATION CENTER TO BE RELOCATED DURING CONSTRUCTION BY DPW.
RELOCATE TREE
KEY NOTES
LEASE BOUNDARY LINE
EXISTING DRAIN LINE
EXISTING SEWER LINE
EXISTING WATER LINE
STRUCTURE TO BE
DEMOLISHED
OBJECT TO BE REMOVED
AND/OR DEMOLISHED
OBJECT TO BE DEMOLISHED
LEGEND
LIMIT OF AC PAVEMENT TO
BE DEMOLISHED
KEY MAP
NOT TO SCALE
EXIST. ELEC. TO
BE DEMOLISHED
SEE ELEC. PLANS
DEMOLITION PLAN 3
SCALE: 1" = 20'A1
0 20' 40'
SCALE: 1" = 20'
PLAN NORTH
A2
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No. 15480-C
ENGINEER
PROFESSIONAL
LICENSED
S A.
A
HAW II
HM.
AN
Y RA
R
K. C
EXPIRATION DATE OF THE LICENSE 4/30/2024
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50'
CHILD DEVELOPMENT CENTER
SEE ARCHITECTURE PLANS
PLAYGROUND AREA I
FOR SURFACING SEE LANDSCAPE PLANS.
FOR CONC. SUBSLAB SEE LANDSCAPE
PLANS FOR DETAILS, SHT. LS506
26' 26'±
LEASE BOUNDARY LINE
NEW CHAIN LINK FENCE
NEW RETAINING WALL WITH CHAIN
LINK FENCE, HEIGHT PER PLANS
NEW ASPHALT CONCRETE PAVEMENT
NEW CONCRETE PAVEMENT
LEGEND
LIMIT OF WORK
TEMPORARY
BENCH MARK
STA 22
MAG NAIL
ELEV.=899.58
N 116,678.23 E 1,619,315.23
FENCING NOTES:
1. ALL FENCING MUST BE VINYL COATED, COLOR GREEN,
CHAIN-LINK SECURITY TYPE MINIMUM 4' HIGH AT THE PLAY
AREA PERIMETER AND 4' HIGH TO SUB-DIVIDE PLAY AREAS BY
AGE GROUP.
2. THE GUIDE WIRE AT THE BOTTOM AND THE WIRE FASTENERS
USED TO SECURE THE FENCE FABRIC TO THE POLES, TOP
RAIL, ETC. SHALL ALSO BE VINYL COATED.
3. FENCING WILL HAVE GATES BETWEEN THE PLAY AREAS.
4. BOLT THREADS, NUTS, AND ENDS OF WIRE FASTENERS
SHALL FACE AWAY FROM THE PLAYGROUNDS.
5. WHERE FENCE FABRIC BOLT THREADS AND NUTS ARE
REQUIRED TO FACE A PLAYGROUND (GENERALLY BETWEEN
PLAY AREAS), BOLTS WILL BE TRIMMED TO NO MORE THAN
TWO EXPOSED THREADS AND SHARP EDGES WILL BE
DRESSED WITH A FILE.
6. ALL WIRE FASTENERS USED TO SECURE THE FENCE FABRIC
TO PIPING (POLES, ETC.), WHERE THE CUT ENDS FACE AN
OUTDOOR ACTIVITY AREA, WILL BE FLUSH CUT TO REDUCE
THE INTRODUCTION OF CUTTING EDGES ON THE ENDS OF
THE WIRES, AND WILL BE POINTED DOWNWARD.
7. A TOP RAIL IS REQUIRED ON THE FENCE.
8. FENCING MUST COMPLY WITH THE CURRENT VERSION OF
ASTM F-2049.
9. PROVIDE EXIT GATES WITH ADULT CONTROLLED SECURING
DEVICE TO ALLOW ACCESS FOR EMERGENCY AND
MAINTENANCE VEHICLES.
G
EN
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AL
S
IT
E
PL
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26'
26'
26'
26'
5 ADA ACCESSIBLE
STALLS (9'x18.5')
WITH AISLES
APPROX. LEASE
BOUNDARY LINE
EXIST. CHAIN LINK FENCE
AT DETENTION BASIN TO
REMAIN.
PARKING AREA 2
58 PARKING STALLS
(16 - 9' x 24' DIAG.)
(42 - 9' x 18.5')
TRASH ENCLOSURE SEE
ARCHITECTURAL PLANS
MECHANICAL YARD
SEE MEP PLANS
EXIST. MECHANICAL
YARD TO REMAIN
FIRE PROTECTION
ROOM (FPR)
SEE ARCHITECTURAL
AND MEP PLANS
4-FT. HIGH MAX. RETAINING
WALL TOPPED WITH 4-FT. HIGH
CHAIN LINK FENCE
SEE STRUCTURAL PLANS
GRADE ADJUSTMENT WALL
SEE STRUCTURAL PLANS
FIRE WATER TANK
(25'x35') SEE MEP PLANS
PLAYGROUND AREA II
FOR SURFACING SEE LANDSCAPE PLANS.
FOR CONC. SUBSLAB SEE LANDSCAPE
PLANS FOR DETAILS, SHT. LS506
50-FT EGRESS
FROM BUILDING
50-FT EGRESS
FROM BUILDING
CONC.
WALKWAY
CONC.
WALKWAY
MATCH EXIST. AC PAVEMENT
AND PROVIDE SMOOTH
RIDING CONNECTION
4' HIGH CHAIN LINK FENCE
SEE ARCHITECTURAL
PLANS
APPROX. LEASE
BOUNDARY LINE
EXIST. EDGE
OF PAVT.
EXIST. EDGE
OF PAVT.
SC 29
MAG NAIL
ELEV=898.23
N 116,861.23 E 1,619,445.36
GATE
ACCESS,
TYP.
GATE
ACCESS, TYP.
50-FT
EGRESS
FROM
BUILDING
APPROX. LEASE
BOUNDARY LINEGATE
ACCESS
CONC. WALKWAY,
TYP.
EXIST. EDGE
OF AC PAVT.
ELECTRICAL
TRANSFORMER PAD
SEE MEP PLANS
ELECTRICAL
SWITCH PAD
SEE MEP PLANS
GREASE INTERCEPTOR
SEE MEP PLANS
12' WIDE DUAL
GATE SERVICE
ACCESS, TYP.
24' WIDE DRIVEWAY
APRON
BUILDING IDENTIFICATION
SIGN. SEE ARCHITECTURAL
PLANS
NEW CONC. MEDIAN
WALKWAY, TYP.
148' LIMIT OF WORK
LIMIT OF WORK
DRAINAGE
SWALE
RESTORE EXIST. CONC.
eCURB AND GUTTER FOR
NEW ELECTRICAL WORK
3'
STA. 4+64.56
L SWALE
N 116,693.6187 E 1,619,515.2208
STA. 0+00
L SWALE
N 116,361.2201 E 1,619,810.6416
C
C
PARKING AREA 1
66 PARKING STALLS
(66 - 9' x 18.5')
INCLUDES 5 ACCESSIBLE
STALLS WITH AISLES AND
1 LOADING ZONE (29' x 20'-6")
PROVIDE NEW CONC.
ENTRY AT BOAT SHED
CS1010 40' 80'
SCALE: 1" = 40'
MATCH EXIST. AC PAVEMENT
AND PROVIDE SMOOTH
RIDING CONNECTION
215°25'02" 224.55
BACKSIGHT
9°
'4
9"
.3
HO
RI
ZO
NT
AL
C
O
NT
RO
L
TI
E
ST
A
T
O G
RI
D
A5
RELOCATED SIGN FOR B2108
"OUTDOOR RECREATION".
MATCH EXIST. FINISH, ELEVATION
AND FOOTING SIZE. SEE DET. C-508
GATE, TYP.
GATE, TYP.
GATE, TYP.
GATE TYP.
GATE TYP.
GATE TYP.
GATE TYP.
GENERAL SITE PLAN
SCALE: 1" = 40'A1
PLAN NORTH
PLAYGROUND AREA III
FOR SURFACING SEE
LANDSCAPE PLANS. FOR
CONC. SUBSLAB SEE
LANDSCAPE PLANS FOR
DETAILS, SHT. LS506
A2
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6/
/2
U, .
No. 15480-C
ENGINEER
PROFESSIONAL
LICENSED
S A.
A
HAW II
HM.
AN
Y RA
R
K. C
EXPIRATION DATE OF THE LICENSE 4/30/2024
STAFF
ONLY
STAFF
ONLY
STAFF
ONLY STAFF
ONLYSTAFF
ONLYSTAFF
ONLYSTAFF
ONLYSTAFF
ONLYSTAFF
ONLYSTAFF
ONLYSTAFF
ONLYSTAFF
ONLYSTAFF
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STAFF
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STAFF
O
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25 34 1
A
E
F
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B
ULRICH WAY
KAIONA
AVENUE
IK
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S
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KUAIKUA STREET
D
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IG
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PL
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TA
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SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
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PS
O F
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IN
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R S
P:
\2
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APPROX. LEASE
BOUNDARY LINE
EXIST. CHAIN LINK FENCE
AT DETENTION BASIN TO
REMAIN.
PARKING AREA 1
66 PARKING STALLS
(66 - 9' x 18.5')
INCLUDES 5 ACCESSIBLE
STALLS WITH AISLES AND
1 LOADING ZONE (29' x 20'-6")
BID OPTION 1
PARKING AREA 2
(EXTENDED)
70 PARKING STALLS
(16 - 9' x 24' DIAG.)
(54 - 9' x 18.5')
TRASH ENCLOSURE SEE
ARCHITECTURAL PLANS
MECHANICAL YARD
SEE MEP PLANS
EXIST. MECHANICAL
YARD TO REMAIN
FIRE PROTECTION
ROOM (FPR)
SEE ARCHITECTURAL
AND MEP PLANS
BID OPTION 2 THRIFT SHOP
PARKING IMPROVEMENTS
PROVISIONAL PARKING AREA
19 STALLS ( 9' x 18.5')
4-FT. HIGH MAX. RETAINING
WALL TOPPED WITH 4-FT. HIGH
CHAIN LINK FENCE
SEE STRUCTURAL PLANS
GRADE ADJUSTMENT WALL
SEE STRUCTURAL PLANS
FIRE WATER TANK
(25'x35') SEE MEP PLANS
50-FT EGRESS
FROM BUILDING
50-FT EGRESS
FROM BUILDING
MATCH EXIST. AC PAVEMENT
AND PROVIDE SMOOTH
RIDING CONNECTION
50'
CONC.
WALKWAY
PROVIDE NEW CONC.
ENTRY AT BOAT SHED
CHILD DEVELOPMENT CENTER
SEE ARCHITECTURE PLANS
26'
26'±
4' HIGH CHAIN
LINK FENCE SEE
ARCHITECTURAL
PLANS
APPROX. LEASE
BOUNDARY LINE
LEASE BOUNDARY LINE
NEW CHAIN LINK FENCE
NEW RETAINING WALL WITH CHAIN
LINK FENCE, HEIGHT PER PLANS
NEW ASPHALT CONCRETE PAVEMENT
NEW CONCRETE PAVEMENT
LEGEND
LIMIT OF WORK
EXIST. EDGE
OF PAVT.
EXIST. EDGE
OF PAVT.
215°25'02" 224.55
BACKSIGHT
237°51'57" 139.90
HORIZONTAL CONTROL TIE
9°
'4
9"
.3
HO
RI
ZO
NT
AL
C
O
NT
RO
L
TI
E
ST
A
T
O G
RI
D
A5
DRIVEWAY "A"
L STA. 0+00C
50-FT
EGRESS
FROM
BUILDING
APPROX. LEASE
BOUNDARY LINEGATE
ACCESS,
TYP.
G
EN
ER
AL
S
IT
E
PL
AN
(B
ID
O
PT
IO
N S
1, CONC.
WALKWAY, TYP.
26'
26'
26'
26'
ELECTRICAL
TRANSFORMER PAD
SEE MEP PLANS
ELECTRICAL
SWITCH PAD
SEE MEP PLANS
GREASE INTERCEPTOR
SEE MEP PLANS
12' WIDE DUAL
GATE SERVICE
ACCESS, TYP.
24' WIDE DRIVEWAY
APRON
BUILDING IDENTIFICATION
SIGN. SEE ARCHITECTURAL
PLANS
CONC. MEDIAN
WALKWAY, TYP.
198'
LIMIT OF WORK
LIMIT OF WORK
DRAINAGE
SWALE
RESTORE EXIST. CONC.
CURB AND GUTTER FOR
NEW ELECTRICAL WORK
LIMIT OF BID OPTION 1
PARKING AREA 2
(EXTENDED)
SEE SHT. CS102A
TEMPORARY
BENCH MARK
STA 22
MAG NAIL
ELEV.=899.58
N 116,678.23 E 1,619,315.23
SC 29
MAG NAIL
ELEV=898.23
N 116,861.23 E 1,619,445.36
LIMIT OF BID OPTION 2
THRIFT SHOP PARKING
IMPROVEMENTS
SEE SHT. CS102A
CONC. WALKWAY
STA. 4+64.56
L SWALE
N 116,693.6187 E 1,619,515.2208
STA. 0+00
L SWALE
N 116,361.2201 E 1,619,810.6416
C
C
3'
CS101A
MATCH EXIST. AC PAVEMENT
AND PROVIDE SMOOTH
RIDING CONNECTION
EXIST. EDGE
OF AC PAVT.
RELOCATED SIGN FOR B2108
"OUTDOOR RECREATION".
MATCH EXIST. FINISH, ELEVATION
AND FOOTING SIZE. SEE DET. C-508
MATCH EXIST. AC PAVEMENT
AND PROVIDE SMOOTH
RIDING CONNECTION
FENCING NOTES:
1. ALL FENCING MUST BE VINYL COATED, COLOR GREEN,
CHAIN-LINK SECURITY TYPE MINIMUM 4' HIGH AT THE PLAY
AREA PERIMETER AND 4' HIGH TO SUB-DIVIDE PLAY AREAS BY
AGE GROUP.
2. THE GUIDE WIRE AT THE BOTTOM AND THE WIRE FASTENERS
USED TO SECURE THE FENCE FABRIC TO THE POLES, TOP
RAIL, ETC. SHALL ALSO BE VINYL COATED.
3. FENCING WILL HAVE GATES BETWEEN THE PLAY AREAS.
4. BOLT THREADS, NUTS, AND ENDS OF WIRE FASTENERS
SHALL FACE AWAY FROM THE PLAYGROUNDS.
5. WHERE FENCE FABRIC BOLT THREADS AND NUTS ARE
REQUIRED TO FACE A PLAYGROUND (GENERALLY BETWEEN
PLAY AREAS), BOLTS WILL BE TRIMMED TO NO MORE THAN
TWO EXPOSED THREADS AND SHARP EDGES WILL BE
DRESSED WITH A FILE.
6. ALL WIRE FASTENERS USED TO SECURE THE FENCE FABRIC
TO PIPING (POLES, ETC.), WHERE THE CUT ENDS FACE AN
OUTDOOR ACTIVITY AREA, WILL BE FLUSH CUT TO REDUCE
THE INTRODUCTION OF CUTTING EDGES ON THE ENDS OF
THE WIRES, AND WILL BE POINTED DOWNWARD.
7. A TOP RAIL IS REQUIRED ON THE FENCE.
8. FENCING MUST COMPLY WITH THE CURRENT VERSION OF
ASTM F-2049.
9. PROVIDE EXIT GATES WITH ADULT CONTROLLED SECURING
DEVICE TO ALLOW ACCESS FOR EMERGENCY AND
MAINTENANCE VEHICLES.
5 ADA ACCESSIBLE
STALLS (9'x18.5')
WITH AISLES
GATE, TYP.
GATE, TYP.
GATE, TYP.
GATE
ACCESS,
TYP.
GATE TYP.
GATE TYP.
GATE TYP.
GATE TYP.
0 40' 80'
SCALE: 1" = 40'
GENERAL SITE PLAN (BID OPTIONS 1, 2 & 3)
SCALE: 1" = 40'A1
PLAN NORTH
50'
GATE
ACCESS, TYP.
PLAYGROUND AREA I
FOR SURFACING SEE LANDSCAPE PLANS.
FOR CONC. SUBSLAB SEE LANDSCAPE
PLANS FOR DETAILS, SHT. LS506
PLAYGROUND AREA II
FOR SURFACING SEE LANDSCAPE PLANS.
FOR CONC. SUBSLAB SEE LANDSCAPE
PLANS FOR DETAILS, SHT. LS506
PLAYGROUND AREA III
FOR SURFACING SEE
LANDSCAPE PLANS. FOR
CONC. SUBSLAB SEE
LANDSCAPE PLANS FOR
DETAILS, SHT. LS506
A2
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6/
/2
U, .
No. 15480-C
ENGINEER
PROFESSIONAL
LICENSED
S A.
A
HAW II
HM.
AN
Y RA
R
K. C
EXPIRATION DATE OF THE LICENSE 4/30/2024
LYMAN ROAD
IK
EL
EA
S
T
KUAIKUA STREET
KAIONA
AVENUE
ULRICH WAY
D
ES
IG
N
C O
M
PL
ET
E
SU
BM
IT
TA
L
SC
H
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FI
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D
B
AR
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AC
KS
, H
AW
AI
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FY
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C A
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BM
IT
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D B
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C H
EC
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D B
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D R
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N
B Y:
D
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B
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SI
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C R
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SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
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PS
O F
EN
G
IN
EE
R S
P:
\2
9\
-0
FY
C
D C
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D B
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US Army Corps of Engineers
U .S
. A R
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C O
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P:
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BEST MANAGEMENT PRACTICES (BMP) NOTES:
1. TEMPORARY EROSION CONTROLS SHALL BE IN PLACE PRIOR TO
ANY GRADING, DEMOLITION, OR CONSTRUCTION
2. THE BMP FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM
REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS AND SHALL
BE UPGRADED DURING THE CONSTRUCTION PERIOD AS NEEDED
FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT
SEDIMENT AND SEDIMENT-LADEN RUNOFF DOES NOT LEAVE THE
WORK SITE.
3. ALL POINTS OF INGRESS AND EGRESS TO THE SITE SHALL BE
PROTECTED WITH A STABILIZED CONSTRUCTION ENTRANCE.
4. PROVIDE INLET FILTER (INLET PROTECTION OR APPROVED
EQUAL) FOR ALL CATCH BASIN OPENINGS.
5. DUST CONTROL SHOULD BE APPLIED TO REDUCE DUST
EMISSIONS. THE CONTRACTOR, AT HIS OWN EXPENSE, SHALL
KEEP THE PROJECT AREA AND SURROUNDING AREA FREE FROM
DUST NUISANCE. THE WORK SHALL BE IN CONFORMANCE WITH
THE AIR POLLUTION CONTROL STANDARDS CONTAINED IN
HAWAII ADMINISTRATIVE RULES: CHAPTER 11-60, "AIR POLLUTION
CONTROL".
6. SEDIMENT BARRIERS (FILTER SOCKS) SHALL BE USED DOWN
SLOPE OF ALL DISTURBED AREAS AND ALONG THE PERIMETER
OF THE PROJECT AREA.
7. ALL STORM DRAIN INLETS ONSITE AND THOSE OFFSITE WHICH
MAY RECEIVE RUNOFF FOR THE SITE SHALL USE AN INLET
PROTECTION DEVICE.
8. STOCKPILING CONSTRUCTION MATERIAL OUTSIDE THE
DESIGNATED PROJECT AREA IS PROHIBITED.
9. STABILIZATION CONTROL
A. TEMPORARY - ALL SLOPES AND EXPOSED AREAS SHALL BE
IMMEDIATELY MULCHED OR PLANTED WHEN FINAL GRADES
ARE ESTABLISHED OR WHEN GRADING WORK WILL BE
DELAYED FOR MORE THAN TWO WEEKS AND BEFORE THE
REMOVAL OF THE PROJECT'S TEMPORARY BMPs.
B. PERMANENT - AREA WILL BE COVERED BY BUILDINGS,
CONCRETE WALKWAY OR AC PAVEMENT AND EXPOSED
AREAS SHALL BE LANDSCAPED WHEN FINAL GRADES ARE
ESTABLISHED.
MAINTENANCE NOTE:
EROSION CONTROL MEASURES SHALL BE INSPECTED IMMEDIATELY
AFTER EACH RAINFALL (0.25-IN. EVENT) AND AT LEAST DAILY
DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE
MADE IMMEDIATELY.
DUST CONTROL NOTE:
THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE MEASURES
IT WILL TAKE FOR THE CONTROL OF FUGITIVE DUST FROM THE WORK
SITE. THE MEASURES MAY INCLUDE BUT NOT BE LIMITED TO THE
INSTALLATION OF DUST SCREENS, WATERING OF THE SITE, FILL
MATERIAL BEING PLACED, AND DELAYING WORK IN THE WEEK THAT
PREVAILING WIND DIRECTION SHOULD SHIFT.
CONTRACTOR SHALL ADJUST THE LOCATION OF DUST FENCES AND
GATES DURING CONSTRUCTION AT NO EXPENSE TO THE GOVERNMENT.
TEMPORARY
CONSTRUCTION
ENTRANCE, TYP.
SEE DET. CG105
TEMPORARY GEOTEXTILE
FABRIC FILTER FOR ALL
EXISTING AND NEW GRATED
DRAIN INLETS WITHIN THE
PROJECT AREA, TYP.
SEE DET. CG105
TEMPORARY GEOTEXTILE
FABRIC FILTER FOR ALL
EXISTING AND NEW GRATED
DRAIN INLETS WITHIN THE
PROJECT AREA, TYP.
SEE DET. CG105
CONTRACTOR TO TAKE
APPROPRIATE
PRECAUTIONS AND
PROTECTIONS WHEN
WORKING AROUND
BUILDING 2102 TO REMAIN.
TEMPORARY FILTER
SOCK, TYP.
SEE DET. CG105
APPROX. LEASE
BOUNDARY LINE
LIMIT OF
WORK
CATCH BASIN
FILTER, TYP.
SEE DETAIL
SHT. C-501
LEGEND
EXTEND CONSTRUCTION
FENCE FOR PAVING
OPERATIONS MAINTAIN
ACCESS TO OUTDOOR
RECREATION CENTER FOR
ENTIRE DURATION OF
CONSTRUCTION PHASE
OPERATIONS TO ALLOW
ACCESS AT ALL TIMES
EXIST. GRASS
SWALE
EXIST. ROAD SIDE
DIVERSION SWALE
TO DETENTION
BASIN
ROCK CONSTRUCTION ACCESS
FOR INGRESS/EGRESS
LIMIT OF WORK
PAVING PHASE
FILTER SOCK
TEMPORARY DUST FENCE
TEMPORARY MIRAFI GEOTECHNICAL FABRIC
FILTER FOR GRATED DRAIN INLETS
CURB INLET PROTECTION
EXISTING BUILDING
DIRECTION OF SURFACE FLOW
LEASE BOUNDARY LINE
CATCH BASIN FILTER, TYP.
SEE DET. CG105
H.P.
PAVING PHASE
CLOSES ORC
PARKING LOTS
TEMPORARY FILTER
SOCK, TYP.
SEE DET. CG105
LIMIT OF WORK
LIMIT OF
WORK
LIMIT OF WORK
LIMIT OF
WORK
APPROX. LEASE
BOUNDARY LINE
TEMPORARY 10' HIGH
CONSTRUCTION/DUST
FENCE AT PROJECT
PERIMETER, TYP.
SEE DET. CG105
ACCESS NOTES:
1. THE CONTRACTOR SHALL PROVIDE ACCESS TO THE ORC AND
MAINTENANCE FACILITY (BUILDINGS 2110 AND 2106) DURING
CONSTRUCTION.
2. CONTRACTOR SHALL MAINTAIN ALL DUST FENCE AND
VEHICULAR AND PEDESTRIAN GATES THROUGHOUT THE
DURATION OF THE PROJECT TO PROVIDE CONTINUOUS
ACCESS TO ADJACENT FACILITIES TO REMAIN OPEN DURING
CONSTRUCTION.
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LIMIT OF BID
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TEMPORARY 10' HIGH
CONSTRUCTION/DUST
FENCE AT PROJECT
PERIMETER, TYP.
SEE DET. CG105
CG10340' 80'
SCALE: 1" = 40'
EROSION AND SEDIMENT CONTROL PLAN
SCALE: 1" = 40'A1
PLAN NORTH
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ENGINEER
PROFESSIONAL
LICENSED
S A.
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EXPIRATION DATE OF THE LICENSE 4/30/2024
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TREE
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AND BID OPTIONS
TRASH
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50' SETBACK
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GI
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EXTENT OF ADDITIONAL
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SEE CIVIL
B2108
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9' - 0"
ABA PARKING
SIGNS TYP. SEE CIVIL FOR PARKING COUNTS
AND BID OPTIONS
PLAN
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0 20' 40' 80' 04/30/2024
A
ARCHITECT
PROFESSIONAL
LICENSED
W A
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No. 8352
L.
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N O
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License Expiration Date
US Army Corps of Engineers ®
SHEET ID
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OUTREACH/TRANSITIONAL
CARE ACTIVITY ROOM
PRESCHOOL/PRE-K/KINDERGARTEN
ACTIVITY ROOM
COMMUNICATIONS 1
EXT. STORAGE
KITCHEN
ELECTRICAL ROOM 2
LAUNDRY ROOM
MECHANICAL
STORAGE
121B
STORAGE
124B
TOILET
PRESCHOOL TOILET
121A
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113A
STORAGE
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CENTRAL STORAGE 2
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FIRE PUMP RM
FIRE ALARM
NOT REQUIRED
WP
MECH YARD
JPC
A2
PROVIDE CEILING MOUNTED SPEAKERS AND
SMOKE DETECTION AS REQUIRED TO
ACHIEVE DESIGN CRITERIA.
PROVIDE CEILING MOUNTED SPEAKERS AND
CLEAR STROBES AS REQUIRED TO ACHIEVE
DESIGN CRITERIA.
PROVIDE CEILING MOUNTED SPEAKER, CLEAR
STROBES AND SMOKE DETECTION AS REQUIRED
TO ACHIEVE DESIGN CRITERIA.
PROVIDE WEATHERPROOF WALL MOUNTED
SPEAKERS AS REQUIRED TO ACHIEVE DESIGN
CRITERIA.
NO HATCH
PROVIDE CEILING MOUNTED SPEAKERS AS
REQUIRED TO ACHIEVE DESIGN CRITERIA.
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
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SCALE: 1/8" = 1'-0"
A7
FIRE ALARM FLOOR PLAN - AREA C
0 4' 8' 16'
1. PROVIDE SMOKE DETECTION OVER FMCU, AMP, AND NAC
PANELS.
2. PROVIDE WEATHER PROOF HORN/STROBE OVER FDC
CONNECTION.
3. MONITOR FLOW AND TAMPER SWITCHES. REFER TO FIRE
SUPPRESSION CONTRACTOR'S DESIGN FOR QUANTITY
AND LOCATION.
4. MONITOR KITCHEN HOOD SUPPRESSION SYSTEM IN THE
KITCHEN. COORDINATE CONNECTION AND FINAL LOCATION
WITH KITCHEN EQUIPMENT CONTRACTOR.
5. PROVIDE WEATHERPROOF STROBE FOR PLAYGROUND.
GENERAL SHEET NOTES
SHEET KEYNOTES
LEGEND
1. REFER TO FA001 FOR GENERAL NOTES, DESIGN
CRITERIA, ABBREVIATIONS AND SYMBOLS.
PLAN
NORTH
A
A M
-0
F
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/2
/2
06/17/2022
POWER CIRCUIT
VISIBLE NOTIFICATION APPLIANCE
CIRCUIT (CLASS A)
AUDIBLE NOTIFICATION APPLIANCE
CIRCUIT (CLASS A)
SIGNALING LINE CIRCUIT (CLASS A)
INITIATING DEVICE CIRCUITS (CLASS B)
1. THE FIRE ALARM ONE-LINE DIAGRAM SHOWS THE INTENT
OF THE FIRE ALARM INFRASTRUCTURE. NOT ALL DEVICES
ARE SHOWN. PROVIDE THE QUANTITY OF DEVICES AS
REQUIRED TO COMPLY WITH NFPA 72, UFC 3-600-01, UFC
4-021-01, STANDARD DESIGN CRITERIA FOR CHILD
DEVELOPMENT CENTERS, ARMY STANDARD FOR CHILD
DEVELOPMENT CENTERS, ECB 2018-17, AND CONTRACT
DOCUMENTS.
2. EACH FLOW AND TAMPER SWITCH SHALL REPORT BACK TO
THE FIRE ALARM CONTROL UNIT WITH A SEPARATE
ADDRESS. GROUPED SWITCHES ON ONE ADDRESS ARE NOT
ACCEPTABLE.
1. MOUNT RADIO TRANSCEIVER ANTENNA PER
MANUFACTURERS RECOMMENDATION. PROVIDE #6 BARE
COPPER TO 3/4" X 10'-0" COPPER CLAD GROUND ROD AND
TO BUILDING COUNTERPOISE, AND LIGHTNING ARRESTOR
KIT.
2. RED, LOCKABLE BREAKER LABELED "FIRE PROTECTION AND
LIFE SAFETY EQUIPMENT" PROVIDED BY DIVISION 26. SEE
ELECTRICAL PLANS FOR ADDITIONAL INFORMATION.
3. QUANTITY AND LOCATION BY CONTRACTOR'S DESIGN TO
MEET DESIGN CRITERIA.
4. REFER TO FIRE SUPPRESSION DRAWINGS FOR QUANTITY
AND / OR LOCATIONS OF DEVICE(S).
5. REFER TO FIRE ALARM PLANS FOR QUANTITY AND / OR
LOCATIONS OF DEVICE(S).
6. PROVIDE ADDRESSABLE INPUT AND/OR OUTPUT MODULE(S)
AS REQUIRED TO ACHIEVE THE FUNCTIONALITY INDICATED
IN THE FIRE ALARM MATRIX.
7. PROVIDE ADDITIONAL BOOSTER PANELS AS REQUIRED PER
CONTRACTOR'S DESIGN.
8. PROVIDE ADDITIONAL AMPLIFIERS AS REQUIRED PER
CONTRACTOR'S DESIGN.
9. PROVIDE SUPPLY DUCT SMOKE DETECTORS FOR DIRECT
SHUT DOWN FOR AIR HANDLING UNITS OVER 2,000 CFM.
SHUTDOWN THROUGH THE EMCS/DDC IS NOT PERMITED.
REFERENCE MECHANICAL DRAWINGS FOR QUANTITY AND
LOCATION.
10. EXTERIOR WP HORN STROBE OVER FDC
11. EXTERIOR WP FIRE ALARM/MASS NOTIFICATION SPEAKERS
12. EXTERIOR WP STROBE
13. 24 VDC FROM FMCU OR NAC PANEL
14. EXTERIOR TANK DEVICES. REFER TO FIRE SUPPRESSION
DRAWINGS FOR QUANTITY AND/OR LOCATIONS OF DEVICES.
15. WHERE THE INDICATING LIGHTS ON THE SMOKE DETECTOR
ARE NOT VISIBLE, PROVIDE REMOTE INDICATOR WITH
INDICATING LIGHT VISIBLE FROM THE FLOOR.
16. PRESSURE RELIEF DAMPER. 120 VAC PROVIDED BY
ELECTRICAL.
17. PROVIDE QUANTITY OF DUCT SMOKE DETECTORS AND
CONNECTION TO SMOKE OR FIRE/SMOKE DAMPERS AS
REQUIRED BY THE MECHANICAL DRAWINGS. SEE
MECHANICAL SHEETS M-102 THROUGH M-106.
FMCU
FAC
S P
VS WF
F
BATT
SS
120 VAC
S
BATT SS
SS
NAC
BATT
SS
120 VAC
AMP
CO
AOM
AOMS
S
RL
24 V FROM
VFD/STARTER
TO ENABLE
INPUT ON
VFD/STARTER
AIM
AIMAIMAIM
120 VAC 2
120 VAC 2
BATT
SYNCHRONIZATION
CIRCUIT TO NEXT NAC
PANEL
WP
AOM
LOC 5
5ET
S
WP
3 11
AIM
10 5 12
WP
6 6
FROM KITCHEN
HOOD
SUPPRESSION
SYSTEM
AIM
SS
LS
L
AIM
FPC
AOM
FROM DOOR POWER
SUPPLY JUNCTION BOX.
REFER TO TY501 AND
TY701 FOR ADDITIONAL
INFORMATION.
AOM
FROM EMERGENCY
LIGHTING EMERGENCY
CONTROL RELAY. SEE
SHEET EL504 DETAIL B12
FOR ADDITIONAL
INFORMATION.
AOMS
S
RL
FIRE/SMOKE
DAMPER
120 VAC
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
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NTSSCALE:
A1
FIRE ALARM ONE-LINE DIAGRAM
GENERAL SHEET NOTES
SHEET KEYNOTES
LEGEND
A
A M
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FP FIRE PUMP
GPM GALLONS PER MINUTE
HSCP HORIZONTAL, SPLIT-CASE
JP JOCKEY PUMP
(M) MECHANICALLY SUPERVISED
MSC MULTI-STAGE CENTRIFUGAL
(NC) NORMALLY CLOSED
NFPA NATIONAL FIRE PROTECTION ASSOCIATION
NO NORMALLY OPEN
(S) ELECTRICALLY SUPERVISED
SQ FT SQUARE FOOT
UFC UNIFIED FACILITIES CRITERIA
UL UNDERWRITERS LABORATORY
UNO UNLESS NOTED OTHERWISE
FIRE PROTECTION SPRINKLER SYSTEM DESIGN CRITERIA
PRESSURE RELIEF VALVE
OUTSIDE SCREW AND YOKE
VALVE (OS&Y)
VALVE
BACKFLOW PREVENTER RPZ
TYPE
INDICATING BUTTERFLY VALVE
FLOW TEST HEADER
CHECK VALVE
AUTOMATIC DRAIN VALVE
FIRE DEPARTMENT
CONNECTION
PRESSURE GAUGE
SIGHT GLASS
FLOW SWITCH
FIRE SUPPRESSION LEGEND FIRE SUPPRESSION ABBREVIATIONS FIRE SUPPRESSION DESIGN CRITERIA FIRE SUPPRESSION GENERAL NOTES
DRAIN PIPING
PIPING SYMBOLS
THRUST BLOCK
AUTOMATIC AIR RELEASE
VALVE
RISER LOCATION
HAZARD CLASSIFICATION
NOTE 1: PROVIDE 200 ºF RATED SPRINKLERS IN MECHANICAL, ELECTRICAL, FIRE PROTECTION AND COMMUNICATION ROOMS.
NOTE 2: HOSE DEMAND SUPPLIED FROM BASE HYDRANT SYSTEM NOT FROM PROJECT FIRE PUMPS.
MARK
WET
SYSTEM
TYPE
WET
REMOTE
AREA
SQ FT
HOSE
DEMAND
GPM
TEMP
RATING (ºF)
TYPE / FINISH
(CEILINGS)
ORDINARY
ORDINARY
QUICK RESPONSE WHITE
RECESSED PENDENT
QUICK RESPONSE
BRASS UPRIGHT
NOTES
1,2
0.10
DENSITY
GPM/SQ FT
0.20
MAXIMUM AREA
PER HEAD
SQ FT
LIGHT HAZARD
ORDINARY HAZARD
ADDITIONAL CODE
REFERENCE
SPRINKLER CHARACTERISTICS
MINIMUM
K-FACTOR
5.6
8.0
FIRE SUPPRESSION SYSTEM
WET SYSTEM
ELBOW UP OR DOWN
SYSTEM PIPING
1. SERVE THE FIRE SUPPRESSION SYSTEM FROM THE NEW
FIREWATER STORAGE TANK. PERFORM A HYDRANT
FLOW TEST, AND INCORPORATE THIS TEST INTO THE
CALCULATIONS DEMONSTRATE ADEQUATE HOSE
STREAM DEMANDS AND TANK REFILL ARE AVAILABLE.
HYDRANT FLOW TESTING SHALL BE IN ACCORDANCE
WITH NFPA 291, AND THE RESULTS OF THE TESTING
SHALL BE SUBMITTED AS INDICATED IN NFPA 291 FIGURE
4.11.2.
FOR INFORMATION ONLY: FLOW TEST 1
NO PUMPS RUNNING:
DATE 12/08/2020
STATIC 59 PSI
RESIDUAL 27 PSI
FLOW 750 GPM
FOR INFORMATION ONLY: FLOW TEST 2
1 PUMP RUNNING:
DATE 12/08/2020
STATIC 59 PSI
RESIDUAL 32 PSI
FLOW 750 GPM
FOR INFORMATION ONLY: FLOW TEST 3
3 PUMPS RUNNING:
DATE 12/08/2020
STATIC 59 PSI
RESIDUAL 35 PSI
FLOW 805 GPM
2. ALL COMPONENTS AND ASSEMBLIES USED IN THIS FIRE
PROTECTION SYSTEM MUST BE SPECIFICALLY UL LISTED
OR FM APPROVED FOR THEIR INTENDED USE.
3. USE SCHEDULE 40 BLACK STEEL FIRE WATER PIPING
FOR PIPING 2 INCHES AND LESS. PIPING LARGER THAN
2 INCHES MUST BE MINIMUM SCHEDULE 10. PROVIDE
PIPING MATERIAL SUITABLE FOR USE IN POTABLE
WATER SYSTEMS IN COMPLIANCE WITH THE
INTERNATIONAL PLUMBING CODE AND LOCAL
JURISDICTION PRIOR TO THE BACKFLOW PREVENTER.
1. PROVIDE ALL NECESSARY COMPONENTS FOR A WET-PIPE
SYSTEM THROUGHOUT THE BUILDING. AT A MINIMUM
PROVIDE COMPONENTS AS INDICATED ON THESE
DRAWINGS. PROVIDE ADDITIONAL COMPONENTS AND
MODIFICATIONS AS REQUIRED TO PROVIDE A FULLY
FUNCTIONING FIRE SUPPRESSION SYSTEM.
2. COORDINATE ALL REQUIRED SYSTEMS TO THE
SATISFACTION OF THE ENGINEER AND AUTHORITY
HAVING JURISDICTION. CORRECT ANY DEFICIENCIES,
INCONSISTENCIES, OR POORLY COORDINATED
INSTALLATIONS AT NO ADDITIONAL COST.
3. FINAL DESIGN REQUIREMENTS (DEVICE QUANTITY, SIZE,
AND LOCATIONS) ARE THE SOLE RESPONSIBILITY OF THE
FIRE SUPPRESSION CONTRACTOR. DRAWINGS INDICATE
MINIMUM REQUIREMENTS; VERIFY AND COORDINATE
FINAL DESIGN REQUIREMENTS WITH THESE
CONSTRUCTION DOCUMENTS, SPECIFICATIONS,
REFERENCE DOCUMENTS, APPLICABLE CODES, AND
FACILITY USER REQUIREMENTS.
4. ALL DRAIN PENETRATIONS THROUGH EXTERIOR WALL
SHALL BE NO GREATER THAN 2'-0" ABOVE FINISHED
GRADE.
5. INSTALL FIRE PROTECTION PIPE HANGERS PER THE
FOLLOWING LIMITATIONS:
A. THE SINGLE POINT DEAD LOAD APPLIED TO ANY
STRUCTURAL MEMBER SHALL NOT EXCEED 300 LBS
[(WITH ADDITIONAL SAFETY FACTOR OF 250 LBS)].
PROVIDE TRAPEZE HANGERS TO DISTRIBUTE THE
LOAD BETWEEN STRUCTURAL MEMBERS WHERE A
SINGLE HANGER EXCEEDS THE LIMITATIONS.
B. SWAY BRACES FOR PIPING LATERAL LOADS SHALL
NOT BE ATTACHED TO ROOF JOIST BOTTOM
CHORDS. BRACE LOADS (WORKING STRESS) SHALL
BE LIMITED TO THE FOLLOWING:
1. 500 LBS. WHEN ATTACHED TO JOIST TOP
CHORD.
2. 500 LBS. WHEN ATTACHED TO FLOOR SLAB.
7. ALL VALVES INCLUDING CONTROL AND TRIM VALVES
SHALL BE WITHIN 6'-0" AFF UNO.
8. INSTALL ALL FIRE SUPPRESSION WATER PIPING AS PART
OF THIS PROJECT IN ACCORDANCE WITH NFPA 13
PROTECTION OF PIPING DAMAGE IN AREAS SUBJECT TO
EARTHQUAKES. SHORT PERIOD RESPONSE FACTOR Ss
0.55 PER STRUCTURAL SHEET S-001.
9. PROVIDE SPRINKLER GUARDS FOR SPRINKLERS IN THE
FOLLOWING AREAS:
A. TELECOM SPACES IN UNFINISHED AREAS.
B. AREAS THAT ARE LESS THAN 7 FT ABOVE FINISHED
FLOOR IN UNFINISHED AREAS.
C. AREAS SUBJECT TO MECHANICAL DAMAGE.
D. AREAS WHERE SPRINKLERS CAN BE GRABBED
FROM THE FLOOR LEVEL.
10. PROVIDE DRAINAGE TROUGHS BELOW SPRINKLER PIPES
IN TELECOM SPACES.
TYPE / FINISH
(EXPOSED)
QUICK RESPONSE
BRASS UPRIGHT
QUICK RESPONSE WHITE
RECESSED PENDENT
PLATE NUMBER WHERE DETAIL IS
DRAWN
DETAIL
NUMBER
DETAIL CALLOUT SYMBOL
SECTION CUT SYMBOL
SECTION
LETTER
PLATE NUMBER
WHERE SECTION IS
DRAWN
VIEW
SECTION
SECTION, DETAIL OR ELEVATION
IDENTIFICATION MARK
PLAN, SECTION, OR DETAIL TITLE
PLAN/SECTION/DETAIL TITLE
NO HATCH
DURATION
60 MIN
60 MIN
WET 2500 500 ORDINARY 1,20.30 100
EXTRA HAZARD
11.2STANDARD RESPONSE
BRASS UPRIGHT
N/A 90 MIN
UFC 3-600-01 9-7.3
UFC 3-600-01 9-7.3
NFPA 20 4.14.1.3
UFC 3-600-01 9-7.3
JOCKEY PUMP
FIRE PUMPF
J
ALTITUDE VALVE
SENSING LINE
FLEXIBLE PIPE JOINT
FLOW METER
JPC JOCKEY PUMP CONTROLLER
FPC FIRE PUMP CONTROLLER
LS LEVEL DETECTOR / SWITCH (PROVIDED BY DIVISION 21)
L
0' 125' 250' 500'
4-WAY BRACE
A2
FIRE PUMP SCHEDULE
PUMP
TYPE
FP-1
MARK
HSCP
DRIVE
TYPE
DIESEL
SERVICE
TYPE
FLOW
RATE
(GPM)
TOTAL
HEAD
(PSI)
FIRE PUMP
JOCKEY PUMP
500 65 60
JP-1 MSC ELECTRIC 5 70 1 1/2
HORSEPOWER
(HP)
ELECTRICAL DATA
V/Ph/Hz NOTES
208/3/60
- 1, 2
NOTE 1: ARRANGE FIRE PUMP AND JOCKEY PUMP TO AUTOMATICALLY START AND STOP IN ACCORDANCE
WITH NFPA 20.
NOTE 2: PROVIDE ENGINE BLOCK HEATER IN ACCORDANCE WITH UFC 3-600-01 AND CONTRACT SPECIFICATION 21 30 00. COORDINATE POWER WITH ELECTRICAL. SEE ELECTRICAL SHEETS EP402 AND EP701.
A2
US Army Corps of Engineers ®
SHEET ID
U S
A R
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R e v it P ro je c ts
\1 F
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:1
P
M
FX001
F
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E S
U P
P R
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S
IO
N N
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E S
L E
G E
N D
A N
D A
B B
R E
V
IA
T
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N S
S C
H O
F
IE
L D
B A
R R
A C
K S
H
A W
A
II
H O
N O
L U
L U
D
IS
T R
IC
T
F T
S
H A
F T
E R
H
A W
A
II
H O
'O H
U I'I
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J V
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A H
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A F
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/1
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E N
D M
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T
F Y
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C A
P N
C
H
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D D
E V
E L O
P M
E N
T C
E N
T E
R
B
IS
H
O P
S T
S
U
IT
E
H O
N O
L U
L U
H
A W
A
II
NTSSCALE:
D12
FLOW DIAGRAM
HYDRANT STATIC
HYDRANT FLOW
SCALE: 1:250
A
A M
-0
F
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P R
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N R
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N S
/2
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06/17/2022
DIESEL FUEL TANK
11217
FP1
2122 23 24 26
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
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F E
N G
IN
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D R
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D B
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D A
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C O
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N O
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N N
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3 5 7 9 11 13 15 17 19
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D A
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2 4 6 8 10 12 14 16 18 20
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P L O
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R e v it P ro je c ts
\1 F
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.r v t
/1
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A M
FX501
F
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U P
P R
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S
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N D
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A
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S
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H O
F
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L D
B A
R R
A C
K S
H
A W
A
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H O
N O
L U
L U
D
IS
T R
IC
T
F T
S
H A
F T
E R
H
A W
A
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H O
'O H
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J V
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A F
F E
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/1
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A M
E N
D M
E N
T
F Y
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C A
P N
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H
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D D
E V
E L O
P M
E N
T C
E N
T E
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B
IS
H
O P
S T
S
U
IT
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H O
N O
L U
L U
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A W
A
II
SCALE: 3/8" = 1'-0"
A11
FIRE PUMP ROOM FLOOR PLAN
NTSSCALE:
K1
FIRE PUMP ROOM - EAST ELEVATION
NTSSCALE:
A1
FIRE PUMP ROOM - 3D VIEW
0 2' 4' 6'
1. REFER TO FX001 FOR GENERAL NOTES, DESIGN CRITERIA,
ABBREVIATIONS AND SYMBOLS.
2. THIS MODEL HAS BEEN PREPARED AS A DIGITAL
REPRESENTATION OF THE PHYSICAL AND FUNCTIONAL
CHARACTERISTICS OF THE PROJECT FOR THE PURPOSES
OF CREATING RECORD DRAWINGS. THIS MODEL IS
PROVIDED FOR INFORMATIONAL PURPOSES ONLY AND
SHALL NOT BE USED AS A REPLACEMENT FOR, OR
ALTERNATIVE TO, RECORD DRAWINGS USED FOR
CONSTRUCTION.
1. 8" FLANGED LEAD-IN FROM FIRE WATER STORAGE TANK.
SEE CIVIL DRAWINGS FOR CONTINUATION.
2. 6" TO FIRE PUMP TEST HEADER
3. 4" RPZ BACKFLOW PREVENTER
4. 6" OS&Y GATE VALVE (TYP)
5. 500 GPM AT 65 PSI DIESEL FIRE PUMP
6. 6" CHECK VALVE
7. 6" TO WET PIPE SPRINKLERS
8. 6" TO FIRE DEPARTMENT CONNECTION
9. 4" OS&Y VALVE
10. 6" WET PIPE SYSTEM RISER
11. 6" RECIRCULATION LINE
12. 4" TO FIRE WATER STORAGE TANK
13. 4" ALTITUDE VALVE
14. 4" BUTTERFLY VALVE
15. 6" BUTTERFLY VALVE
16. 6" FLOW METER
17. 8" FROM UNDERGROUND FIRE WATER SUPPLY. SEE CIVIL
DRAWINGS FOR CONTINUATION.
18. PROVIDE HOUSEKEEPING PAD FOR DIESEL FUEL TANK.
COORDINATE WITH STRUCTURAL
19. PROVIDE HOUSEKEEPING PAD FOR FIRE PUMP.
COORDINATE WITH STRUCTURAL.
20. DIESEL PUMP EXHAUST PIPING
21. JOCKEY PUMP
22. DOUBLE WALL DIESEL FUEL TANK
23. FIRE PUMP CONTROLLER
24. JOCKEY PUMP CONTROLLER
25. PROVIDE 3'-0'' CLEAR SPACE IN FRONT OF FIRE PUMP AND
JOCKEY PUMP CONTROLLERS
26. PROVIDE 3'0'' CLEAR SPACE IN FRONT OF FIRE PUMP AND
JOCKEY PUMP
27. 6'' FIRE WATER TANK/FIRE PUMP BYPASS
GENERAL SHEET NOTES
SHEET KEYNOTES
1312 2
A
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-0
F
IR
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N R
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IS
IO
N S
/2
/2
A2
A2
A2
FROM HEADER
DRAIN TO
EXTERIOR
TO WET
SYSTEMINSPECTOR'S
TEST
MAIN DRAIN
PRESSURE
RELIEF
VALVE
(SET AT
175 PSI)
F1
FPC
(S)
NC
TO PUMP TEST HEADER
& RECIRCULATION LINE
FROM FIRE WATER
STORAGE TANK TO FIRE
SPRINKLER
RISERS
J
JPC
FPC-1
JPC-1
NC
(S)
(S)
(S)
N C
(S
SPLASH BLOCK
MAIN DRAIN
EXTERIOR WALL
FIRE PUMP
TEST HEADER
(S)
FINISHED GRADE
FLANGED CONNECTION
IN BUILDING RISER
J
F
(S)
T O
S P
R
IN
K L E
R S
(S)
(S)
F
T
M A
X
F
T
M A
X
5 FT (MIN)
8" FROM UNDERGROUND FIRE
WATER SUPPLY. SEE CIVIL
DRAWINGS FOR CONTINUATION
H6
FX601
H1
FX601
ANTI-VORTEX PLATE
FIRE WATER TANK
OVERFLOW
4" TANK
FILL/RECIRCULATION
LINE 2
BY DIVISION 33 BY DIVISION 21
SENSING LINE
(S)(S)
(S) (NC)
8" SUPPLY FROM FIREWATER
STORAGE TANK. SEE CIVIL
DRAWINGS FOR CONTINUATION
LS
L
BY DIVISION 21
(S)
(S)4
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
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C H
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D B
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D A
T E
C O
N T
R A
C T
N O
S O
L
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A
T
IO
N N
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3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
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2 4 6 8 10 12 14 16 18 20
P
M
K
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D
B
P L O
T D
A T
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F
IL
E P
A T
H
C
R e v it P ro je c ts
\1 F
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.r v t
/1
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:4
:2
A M
FX601
F
IR
E S
U P
P R
E S
S
IO
N R
IS
E
R D
IA
G
R A
M
S C
H O
F
IE
L D
B A
R R
A C
K S
H
A W
A
II
H O
N O
L U
L U
D
IS
T R
IC
T
F T
S
H A
F T
E R
H
A W
A
II
H O
'O H
U I'I
A
J V
A D
A H
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M M
A F
F E
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/1
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A M
E N
D M
E N
T
F Y
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C A
P N
C
H
IL
D D
E V
E L O
P M
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T C
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T E
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B
IS
H
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S T
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H O
N O
L U
L U
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A
II
NTSSCALE:
H1
WET RISER DETAIL
NTSSCALE:
H6
FIRE PUMP DETAIL
NTSSCALE:
A1
FIRE SUPPRESSION RISER DIAGRAM
1. REFER TO FX001 FOR GENERAL NOTES, DESIGN CRITERIA,
ABBREVIATIONS AND SYMBOLS.
2. COORDINATE PIPE HANGERS, SUPPORTS, AND SEISMIC
BRACING WITH STRUCTURAL.
1. PROVIDE AUTOMATIC AIR VENTS AT HIGH POINTS IN THE
SYSTEM TO VENT AT LEAST 95% OF THE VOLUMETRIC
CAPACITY OF THE SYSTEM. DESIGN THE SPRINKLER
SYSTEM TO REDUCE THE QUANTITY OF AUTOMATIC AIR
VENTS SUCH AS CONNECTING BRANCHLINES OR
PROVIDING A CROSS-MAIN AT THE PEAK.
2. EXTERIOR VALVES SHALL BE MECHANICALLY SUPERVISED.
3. CONCRETE FIRE WATER STORAGE TANK BY STRUCTURAL.
SEE STRUCTURAL DRAWINGS.
4. 6" FIRE WATER TANK/FIRE PUMP BYPASS
GENERAL SHEET NOTES
SHEET KEYNOTES
A
A M
-0
F
IR
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P R
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E C
T
IO
N R
E V
IS
IO
N S
/2
/2
BFP
SEE CIVIL
DRAWINGS FOR GW
& SS CONTINUATION
SEE CIVIL DRAWINGS
FOR DCW CONTINUATION
DB
P-103
A3
P-108
A3
P-104
A2
P-109
A3
P-105
A3
P-110
A5
P-111
A7
P-106
A6
P-112
A7
P-107
A6
A F
EC
A2
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
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N G
IN
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D R
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N B
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D B
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D B
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A N
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D A
T E
C O
N T
R A
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N O
S O
L
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A
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N N
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3 5 7 9 11 13 15 17 19
L
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P
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B
KEY PLAN
A B C
D
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P L O
T D
A T
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F
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R e v it P ro je c ts
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A
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P-101
O V
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A L L P
L U
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IN
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P L A
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H O
F
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L D
B A
R R
A C
K S
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H O
N O
L U
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D
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T R
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F T
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H A
F T
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H O
'O H
U I'I
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/1
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P L E
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D D
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P M
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U
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L U
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W A
II
1/16" = 1'-0"A1
OVERALL PLUMBING PLAN
0 8' 16' 32'
PLAN NORTH
GENERAL NOTES:
FOR PLUMBING LEGENDS, NOTES AND ABBREVIATIONS,
SEE SHEET P-001.
1.
1 DOMESTIC WATER PIPE SIZES ARE BASED ON A MINIMUM
WORKING PRESSURE OF 59 PSI AT A FLOW RATE OF 250
GPM AT THE LOCATION WHERE THE MAIN SERVICE ENTERS
THE BUILDING.
KEYED NOTES:
A
A M
-0
E
E S
-1 R
E L O
C A
T
IO
N I
N F
IR
E
P U
M P
R O
O M
/2
/2
6.17.22
P-408
A5
P-406
A3
121A
TP-13 TP-12
118A
1 1/4" DHW
2" DCW
M A
T C
H L
IN
E
A
P -1
P-403
A1
1 1/4" DCW
1" DHW
SEE CIVIL FOR DOMESTIC
WATER CONTINUATION
4" DCW
121B
124B
122 119
118B
121 1
A9
P-303
A1
P-303
F
GI-1
WC-1
LAV-1
WC-3
WC-2
HS-1
EWC-1
LAV-5
LAV-6
HS-2
HS-2
SB-1
1/2" CIRCUIT SETTER
SET TO 0.3 GPM
SERVING CP-1
1/2" CIRCUIT SETTER
SET TO 0.45 GPM
SERVING CP-1
1/2" CIRCUIT SETTER
SET TO 0.3 GPM
SERVING CP-1
1/2" CIRCUIT SETTER
SET TO 0.5 GPM
SERVING CP-1
1/2" DHWR
3/4" DCW
4 4
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
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N G
IN
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C O
N T
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C T
N O
S O
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A
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N N
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P
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KEY PLAN
A B C
D
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P L O
T D
A T
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F
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A T
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R e v it P ro je c ts
\1 M
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A
M
P-105
P L U
M B
IN
G
P L A
N
D O
M E
S T
IC
W
A T
E R
A
R E
A C
S C
H O
F
IE
L D
B A
R R
A C
K S
H
A W
A
II
H O
N O
L U
L U
D
IS
T R
IC
T
F T
S
H A
F T
E R
H
A W
A
II
H O
'O H
U I'I
A
J V
B .F
O N
S E
C A
T .S
A B
IN
A
S
D .G
R A
M E
R
/1
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D E
S
IG
N C
O M
P L E
T E
S U
B M
IT
T
A L
F Y
M
C A
P N
C
H
IL
D D
E V
E L O
P M
E N
T C
E N
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B
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H
O P
S T
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U
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H O
N O
L U
L U
H A
W A
II
1/8" = 1'-0"A3
PLUMBING PLAN - DOMESTIC WATER - AREA C
KEYED NOTES:
ROOM SCHEDULE - AREA C
NO. ROOM NAME
122 TOILET
123 EXT. STORAGE
124B STORAGE
180 HALLWAY
ROOM SCHEDULE - AREA C
NO. ROOM NAME
118A TOILET
118B STORAGE
119 CENTRAL STORAGE 2
120 EXT. STORAGE
121 PRESCHOOL/PRE-K/KINDERGARTEN ACTIVITY ROOM
121A TOILET
121B STORAGE
ROOM SCHEDULE - AREA C
NO. ROOM NAME
113 KITCHEN
113A DRY FOOD STORAGE
114 LAUNDRY ROOM
115 ELECTRICAL ROOM 2
116 CCTV EQUIPMENT ROOM
117 MECHANICAL
118 OUTREACH/TRANSITIONAL CARE ACTIVITY ROOM
8'4' 16'0
PLAN NORTH
1 FOR TRAP PRIMER DETAIL, SEE H14/P-502 OR E1/P-501.
PROVIDE ACCESS PANEL ON WALL AT TP LOCATION.
INSTALL PER MANU. REQUIREMENTS. REFER TO TRAP
PRIMER SCHEDULE ON P-601 FOR DRAINS SERVED.
2 FOR GREASE INTERCEPTOR DETAIL, SEE A1/P-505.
3 DCW & DHW BRANCH ISOLATION BALL VALVE SIZE PER
PIPE.
4 DHW, DHWR, DCW BRANCH PIPING FROM CORRIDOR TO
ROOMS DROP TO 9'3" BOP EL.
GENERAL NOTES:
1. FOR PLUMBING LEGENDS, NOTES AND ABBREVIATIONS,
SEE SHEET-P-001.
2. PIPE SIZES TO INDIVIDUAL FIXTURES ARE SHOWN ON
THE RISER DIAGRAMS
3. FOR TRAPEZE PIPE SUPPORT DETAIL, SEE K7/P-503.
4. FOR CLEVIS HANGER DETAIL, SEE J16/P-503.
A
A M
-0
E
E S
-1 R
E L O
C A
T
IO
N I
N F
IR
E
P U
M P
R O
O M
/2
/2
A1
P-301
A13
P-301
WH-1
EWH-3
EWH-2
EWH-1
1" DHWR
140°F
2 1/2" DHW
120°F
4" DCW
HB-1
CP-1
TMV-1
BP-01
4" DCW
ET-01
CP-2
2 1/2" DHW
140°F
PUMP ISOLATION
VALVES
PUMP BY-PASS
VALVE (N.C.)
BFP-1
MECHANICAL
TP-11
4" DCW
10' - 1" BOP EL
P-504
A10
4" DCW
8' - 6" BOP EL
1 1/4" DCW
10' - 3" BOP EL
EES-1
M-2
EES-1
2" DCW
10' - 2" BOP EL
3/4" DCW UP/DN
CHILLED WATER MAKEUP
CONNECTION SET AT 2'-0" AFF
1" DCW3/4" DCW
1 1/4" DCW 1 1/4" DCW
1 1/4" DCW 3/4" DCW
TO BFP-1
COORDINATE
LOCATION OF EES-1
WITH FIRE AND
ELECTRICAL
CONTRACTOR
A2
US Army Corps of Engineers ®
SHEET ID
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1/4" = 1'-0"A3
ENLARGED PLUMBING PLAN - DOMESTIC WATER - MECH. ROOM
PLAN NORTH
0 2' 4' 8'
1 PROVIDE HYDROSTATIC SEAL. FOR DETAIL, SEE A1/P-503.
2 FOR DOMESTIC WATER BOOSTER PUMP DETAIL, SEE
A11/P-501.
3 FOR DOMESTIC WATER CIRCULATION PUMP DETAIL, SEE
A1/P-502.
4 FOR DOMESTIC WATER SERVICE ENTRANCE - 3" & LARGER
DETAIL, SEE A1/P-501.
5 DHW, DHWR, DCW MAIN PIPING IN CORRIDOR AT 10'2" BOP
EL.
6 DHW, DHWR, DCW BRANCH PIPING FROM CORRIDOR TO
ROOMS DROP TO 9'3" BOP EL.
7 FOR PIPE PENETRATIONS DETAIL, SEE A7/P-503.
8 PROVIDE DIAPHRAGM OR BUFFER TANK FOR BOOSTER
PUMP SIZED AND INSTALLED BY CONTRACTOR PER
MANUFACTUTER'S RECOMMENDATIONS.
9 PROVIDE ADVANCED WATER METER, M-1. SEE ADVANCED
METER SCHEDULE/P-602 AND DETAIL A10/P-504 FOR
REQUIREMENTS.
10 FOR MAKE-UP WATER DETAIL, SEE HVAC DETAIL G12/M-503.
11 FOR DOMESTIC WATER HEATING SYSTEM DIAGRAM, SEE
A1/P-502.
KEYED NOTES:
GENERAL NOTES:
1. FOR PLUMBING LEGENDS, NOTES AND ABBREVIATIONS,
SEE SHEET-P-001.
2. PIPE SIZES TO INDIVIDUAL FIXTURES ARE SHOWN ON
THE RISER DIAGRAMS
3. FOR TRAPEZE PIPE SUPPORT DETAIL, SEE K7/P-503.
4. FOR CLEVIS HANGER DETAIL, SEE J16/P-503.
A
A M
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E
E S
-1 R
E L O
C A
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N I
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P U
M P
R O
O M
/2
/2
M
M
M
MMM
M M
M
MM
M M
M
M
M
M
M
M
J J
M
J
J J
J
M
M
J
J
MM
J J J
M
J M
M
2P1-33
TR
2P1-33
TR
2P1-33
TR
2P1-31
TR
CHP-2
4P1-13,15,17
HRP-1
4P1-7,9,11
BF-1
2P1-16
BF-2
2P1-18
BF-3
2P1-20
DOAS-1
4P1-19,21,23
AHU-1
4P1-25,27,29
EWH-1
2P1-2,4
EWH-2
2P1-6,8
EWH-3
2P1-10,12
CP-1
2P1-14
CP-2
2P1-14
BP-2
4P1-31,33,35
2P1-37
TR WPIU GFI
FA1-8
TR
CU-REF
2P3-40,42
CU-116
2P1-43,45
EF-117
2P1-22
CU-127
2P1-47,49
E3C 2P3-7,9,11
E3A 2P3-1,3,5
FUSED
D200/F110
FUSED
D100/F45
2P1-31
TR
STEEL CHANNEL
SUPPORT (TYP)
2P1-37
TR GFI WPIU
1 (TYP)
FUSED
D400/F300
2P1-37
TR GFI WPIU
JP-1
FA1-1,3,5
D100
D100
FIRE PUMP RM
FAC
FA1-4
NAC
FA1-4
AMP
FA1-4
F
AHU-2
4P1-1,3,5
FUSED
D30/F15
CH-1
MDP-1-1
CHP-1
4P1-8,10,12
HRP-2
4P1-14,16,18
FUSED
D30/F15
FUSED
D100/F70
TP-11
2P1-44
AHU-1
2P1-51
DOAS-1
DOAS-1
4P1-2,4,6
DOAS-1
4P1-20,22,24
FUSED
D30/F15
FUSED
D30/F15
FUSED
D30/F15
JPC
FA1-2
BLOCK HEATER
FA1-11
FIRE PUMP BATTERY CHARGER
FA1-9
FPC
FA1-7
ESS-1
2P1-46
D30
D100
M
M M
M
M MM
DDC CONTROLLER
2P1-48
2P1-31
TR
A13
EP402
FUSED
D30/F15
FUSED
D30/F20
FUSED
D30/F20
FUSED
D30/F15
FUSED
D30/F15
ESS-1
2P1-46
M
FA1-8
TR
TP2
TP2-5
TR
FCU-116
TP2-7,9
L5-30 RECPTACLE, MOUNT TO
BOTTOM OF CABLE TRAY
NEC DATA RACK
TP2-1
TP2-3
S
4" CONDUITS TO
TMH-2 AND PB-2B
110 BLOCK
4" CONDUITS TO
COMMUNICATIONS
ROOM 127
TP2-5
TR
TP2-5
TR
PET
TP2-5
TR
TP2-5
TR
TP2-5
TR
3/4" PLYWOOD
BACKBOARD
(TYP)
PBB
TP2-5
TR CATV 54" AFF
D30
US Army Corps of Engineers ®
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SCALE: 1/4" = 1'-0"A5
POWER MECHANICAL 117
PLAN NORTH
0 2' 4' 8'
GENERAL NOTES:
1. REFER DRAWINGS E-001 AND E-002 FOR GENERAL NOTES, LEGEND, AND
ABBREVIATIONS.
2. REFER DRAWING ES101, FOR SITE PLAN NEW WORK.
3. ALL EXTERIOR DISCONNECTS, AND ELECTRICAL EQUIPMENT
ENCLOSURES SHALL BE RATED NEMA 4X.
4. COORDINATE FINAL FUSE SIZE FOR ALL 480V EQUIPMENT WITH ACTUAL
MECHANICAL EQUIPMENT.
5. COORDINATE FINAL DISCONNECT LOCATION WITH ACUTAL MECHANICAL
EQUIPMENT INSTALLATION, AND PROVIDE PROPER NEC CLEARANCE.
PROVIDE STEEL CHANNEL SUPPORTS TO SUPPORT ALL DISCONNECT
SWITCHES.
KEYED NOTES:
PROVIDE STEEL CHANNEL SUPPORT FOR DISCONNECT AND
RECEPTACLE.
PROVIDE 1" CONDUIT FROM CONDENSING UNIT TO FREEZER
COIL CONNECTION IN KITCHEN. REFERENCE AND COORDINATE
WITH SHEET IF102.
COORDINATE LOCATION OF DISCONNECTS WITH MECHANICAL
DUCTWORK.
PROVIDE MATCHING NAMEPLATES TO EACH BOOSTER FAN AND
EACH RESPECTIVE DISCONNECT.
WEATHERPROOF IN USE ENCLOSURE SHALL BE LOCKABLE
WITH TAMPER RESISTANT GFI…
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