W9128A20R0016 Drawings (Part 1 of 3).pdf
PDF 37 MB Posted
- Attached to
- Repair Building 502, Fort Shafter, Oahu, Hawaii
- Solicitation number
- W9128A-20-R-0016
About this file
This document provides details for a federal solicitation to repair Building 502 at Fort Shafter, Oahu, Hawaii. The U.S. Army Corps of Engineers, Honolulu District is seeking proposals for repair work including removing two units per floor to provide utility cores, renovating existing barracks modules to meet standards, replacing interior finishes, and removing two units per floor from the sixth through eighth floors to provide dayroom support space. Offerors must visit the site on August 13, 2020 and register in the System for Award Management. Proposals will be evaluated on experience, past performance, technical approach, and price using lowest price technically acceptable procedures, with award intended for the best valued proposal. The performance period is 840 calendar days for work valued between $25-50 million. Subcontracting goals encourage maximum utilization of small, small disadvantaged, women-owned, HUBZone, veteran-owned, and service-disabled veteran-owned small businesses.
View the file
Other files
Show all 13
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
PROJECT SITE
FORT SHAFTER BUILDING 502
FORT SHAFTER, OAHU, HAWAII
MAN ENTRANCE
(BUCKNER GATE)
PROJECT LOCATION
BUILDING 502
P
IE
R C
E S
T R
E E
T
CASEY STREET
S T
R O
N G
S T
R E
E T
B O
N N
E Y
L O
O P
WISSER ROAD
503A
503B
T H
E A
T E
R
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
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
N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
B U
IL
D
IN
G
K
A W
A M
U R
A H
A L L
F Y
R
E P
A
IR
B U
IL
D
IN
G
W A
-1 -D
-0
H O
N O
L U
L U
D
IS
T R
IC
T
F O
R T
S H
A F
T E
R H
I
J U
N E
W A
-1 -D
-0
B Y
C A
D
M N
UW
A
A II
Expiration Date 04/30/2022
LICENSED
No. 8026
PROFESSIONAL
ARCHITECT
H
M
ARK M
.S
.A
O
. N A
AK
THIS WORK WAS PREPARED BY ME OR UNDER MY
SUPERVISION AND CONSTRUCTION OF THIS
PROJECT WILL BE UNDER MY OBSERVATION.
("OBSERVATION OF CONSTRUCTION"
SHALL BE DEFINED IN CHAPTER 115, HAWAII
ADMINISTRATIVE RULES FOR PROFESSIONAL
ENGINEERS, SURVEYORS AND LANDSCAPE
ARCHITECTS STATE OF HAWAII, SUBCHAPTER 1,
SECTION 16-115-2 DEFINITIONS, EFFECTIVE 8/29/94.)
G-001
BLDG502
T
IT
L E
S H
E E
T B o w e rs
K u b o ta
M a n a g e m e n t
-4
A k o k i S tr e e t, S u it e
-B
W a ip a h u H a w a ii
ID
O P
T
IO
N F
IE
L D
O
P T
IO
N
T
IT
L E
O P
T
IO
N T
IT
L E
D E
S
IG
N C
O M
P L E
T E
S U
B M
IT
T
A L
O P
T
IO
N F
IE
L D
NTS
FORT SHAFTER VICINITY MAP
PLAN NORTHPLAN NORTH
US Army Corps of Engineers ®
HONOLULU DISTRICT
FY20 REPAIR BUILDING 502
FORT SHAFTER, OAHU, HAWAII
SOLICITATION NO:
CONTRACT NO: W1928A-19-D-0007
ISSUE DATE: JUNE 26, 2020
VOLUME: 1
NTS
LOCATION MAP
ARCHITECT
COMPANY: BOWERS + KUBOTA MANAGEMENT
CONTACT: BRENT YOSHITAKE
ADDRESS: 94-408 AKOKI STREET, SUITE 201-A
WAIPAHU, HI 96797
PHONE NUMBER: (808) 836-7787
EMAIL: byoshitake@bowersandkubota.com
MECHANICAL
COMPANY: INSYNERGY
CONTACT: BARRY JIM ON/ DERON JYO
ADDRESS: 828 FORT STREET MALL,
SUITE 500, HONOLULU, HAWAII 96813
PHONE NUMBER: (808) 521-3773
EMAIL: bjimon@insynergyeng.com EMAIL: djyo@insynergyeng.com
CIVIL
COMPANY: BOWERS + KUBOTA MANAGEMENT
CONTACT: NICK ORENSE
ADDRESS: 94-408 AKOKI STREET, SUITE 201-A
WAIPAHU, HI 96797
PHONE NUMBER: (808) 836-7787
EMAIL: norense@bowersandkubota.com
STRUCTURAL
COMPANY:NAGAMINE OKAWA ENGINEERS, INC.
CONTACT: MAXX TOYAMA
ADDRESS: 1003 BISHOP STREET, SUITE 2025
HONOLULU, HAWAII 96813
PHONE NUMBER: (808) 535-3018
EMAIL: maxxt@nagamineokawa.com
FIRE PROTECTION
COMPANY: COFFMAN ENGINEERS, INC.
CONTACT: JAY HIGASHI/ PATRICK JOHNSON
ADDRESS: 745 FORT STREET MALL, SUITE 400
HONOLULU, HAWAII 96813
PHONE NUMBER: (808) 687-8884
EMAIL: jay.higashi@coffman.com EMAIL: patrick.johnson@coffman.com
CYBER SECURITY
COMPANY: EXP FEDERAL INC.
CONTACT: THOMAS CALLAHAN
ADDRESS: 205 N MICHIGAN AVE, SUITE 3800
CHICAGO, ILLINOIS 60601-5941
PHONE NUMBER: (312) 616-7494
EMAIL: thomas.callahan@expfederal.com
COST ESTIMATOR
COMPANY: J. UNO & ASSOCIATES
CONTACT: VINSON HIRAOKA
ADDRESS: 1210 WARD AVE, SUITE 204
HONOLULU, HAWAII 96814
PHONE NUMBER: (808) 947-6855
EMAIL: vinson@j-uno.com
ENVIRONMENTAL
COMPANY: ENVIROQUEST
CONTACT: DAVID LEIGH
ADDRESS: 98-029 HEKAHA STREET, SUITE 21
AIEA, HAWAII 96701
PHONE NUMBER: (808) 486-5881
EMAIL: dleigh@enviroquestinc.com
ARBORIST
COMPANY: CAROL KWAN CONSULTING LLC
CONTACT: CAROL KWAN
ADDRESS: P.O. BOX 893953
MILILANI, HAWAII 96789
PHONE NUMBER: (808) 381-1342
EMAIL: carol@carolkwanconsulting.com
SURVEYOR
COMPANY: CONTROL POINT
CONTACT:
ADDRESS: 615 PIIKOI STREET, SUITE 700
HONOLULU, HAWAII 96814
PHONE NUMBER: (808) 591-2022
EMAIL:
GEOTECHNICAL
COMPANY: PACIFIC GEOTECHNICAL ENGINEERS,INC.
CONTACT: KEN FAN, VICE PRESIDENT
ADDRESS: 94-417 AKOKI STREET,
WAIPAHU, HAWAII 96797
PHONE NUMBER: (808) 678-8024
EMAIL: kfan@pacificgeotechnical.com
TELECOMMUNICATION
COMPANY: RONALD N.S. HO & ASSOCIATES,INC.
CONTACT: SEY ITO
ADDRESS: 2531 N KING ST, SUITE 201
HONOLULU, HAWAII 96819
PHONE NUMBER: (808) 536-1737
EMAIL: sito@rnsha.com
ELECTRICAL ENGINEER
COMPANY: BOWERS + KUBOTA MANAGEMENT
CONTACT: BRIAN ITOZAKI
ADDRESS: 94-408 AKOKI STREET, SUITE 201-A
WAIPAHU, HI 96797
PHONE NUMBER: (808) 836-7787
EMAIL: bitozaki@bowersandkubota.com
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
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
N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
B U
IL
D
IN
G
K
A W
A M
U R
A H
A L L
F Y
R
E P
A
IR
B U
IL
D
IN
G
W A
-1 -D
-0
H O
N O
L U
L U
D
IS
T R
IC
T
F O
R T
S H
A F
T E
R H
I
J U
N E
W A
-1 -D
-0
B Y
C A
D
M N
UW
A
A II
Expiration Date 04/30/2022
LICENSED
No. 8026
PROFESSIONAL
ARCHITECT
H
M
ARK M
.S
.A
O
. N A
AK
THIS WORK WAS PREPARED BY ME OR UNDER MY
SUPERVISION AND CONSTRUCTION OF THIS
PROJECT WILL BE UNDER MY OBSERVATION.
("OBSERVATION OF CONSTRUCTION"
SHALL BE DEFINED IN CHAPTER 115, HAWAII
ADMINISTRATIVE RULES FOR PROFESSIONAL
ENGINEERS, SURVEYORS AND LANDSCAPE
ARCHITECTS STATE OF HAWAII, SUBCHAPTER 1,
SECTION 16-115-2 DEFINITIONS, EFFECTIVE 8/29/94.)
G-002
BLDG502
IN
D
E X
O F
D R
A W
IN
G
S B o w e rs
K u b o ta
M a n a g e m e n t
-4
A k o k i S tr e e t, S u it e
-B
W a ip a h u H a w a ii
ID
O P
T
IO
N F
IE
L D
O
P T
IO
N
T
IT
L E
O P
T
IO
N T
IT
L E
D E
S
IG
N C
O M
P L E
T E
S U
B M
IT
T
A L
O P
T
IO
N F
IE
L D
SHEET NO SHEET TITLE REV
V-001 EXISTING CONDITIONS
B-001 BORING LOGS LEGEND AND NOTES
B-002 BORING LOCATION PLAN
BB001 BORING LOGS - 1
BB002 BORING LOGS - 2
BB003 BORING LOGS - 3, SYMBOLS AND NOTES
C-001 NOTES
C-002 LEGEND & ABBREVIATIONS
C-003 EROSION CONTROL PLAN
C-004 EROSION CONTROL NOTES AND DETAILS
C-005 HAUL ROUTE AND COSA
CD101 DEMOLITION PLAN
CG101 SITE GRADING PLAN
CP101 SIGNAGE AND STRIPING PLAN
CP501 SIGNAGE AND STRIPING DETAILS
CS101 SITE PLAN
CS501 SITE DETAILS - 1
CS502 SITE DETAILS - 2
CU101 UTILITY PLAN
CU201 UTILITY PROFILES
CU501 TRENCH DETAILS
CU502 DRAINAGE DETAILS
CU503 SEWER DETAILS
CU504 WATER DETAILS
INDEX OF DRAWINGS
GENERAL
SHEET NO SHEET TITLE REV
SD101 FOUNDATION/FIRST FLOOR DEMO PLAN
SD102 SECOND FLOOR DEMO PLAN
SD103 THIRD FLOOR DEMO PLAN
SD104 FOURTH FLOOR DEMO PLAN
SD105 FIFTH FLOOR DEMO PLAN
SD106 SIXTH FLOOR DEMO PLAN
SD107 SEVENTH FLOOR DEMO PLAN
SD108 EIGHTH FLOOR DEMO PLAN
SD109 ROOF DEMO PLAN
SD401 ENLARGED FOUNDATION/FIRST FLOOR DEMO PLANS
SD402 ENLARGED FOUNDATION/FIRST FLOOR DEMO PLANS
SD403 ENLARGED FOUNDATION/FIRST FLOOR DEMO PLANS
SD404 ENLARGED SECOND FLOOR DEMO PLANS
SD405 ENLARGED SECOND THROUGH FIFTH FLOOR DEMO PLANS
SD406 ENLARGED THIRD THROUGH EIGHTH FLOOR DEMO PLAN
SD501 DEMOLITION DETAILS
SD502 DEMOLITION DETAILS
SD503 DEMOLITION DETAILS
S-001 STRUCTURAL GENERAL NOTES
S-002 STRUCTURAL GENERAL NOTES
S-101 FOUNDATION/FIRST FLOOR FRAMING PLAN
S-102 SECOND FLOOR FRAMING PLAN
S-103 THIRD FLOOR FRAMING PLAN
S-104 FOURTH FLOOR FRAMING PLAN
S-105 FIFTH FLOOR FRAMING PLAN
S-106 SIXTH FLOOR FRAMING PLAN
S-107 SEVENTH FLOOR FRAMING PLAN
S-108 EIGHTH FLOOR FRAMING PLAN
S-109 ROOF FRAMING PLAN
S-401 ENLARGED FOUNDATION/FIRST FLOOR PLANS
S-402 ENLARGED FOUNDATION/FIRST FLOOR PLANS
S-403 ENLARGED FOUNDATION/FIRST FLOOR PLANS
S-404 ENLARGED SECOND THROUGH EIGHTH FLOOR PLANS
S-405 ENLARGED SECOND THROUGH EIGHTH FLOOR PLANS
S-406 ENLARGED THIRD THROUGH EIGHTH FLOOR PLANS
S-407 ENLARGED ROOF PLANS
S-408 ENLARGED ROOF PLANS
S-409 ENLARGED STAIR PLANS AND SECTIONS
S-501 TYPICAL DETAILS
S-502 TYPICAL DETAILS
S-503 GRADE BEAM DETAILS
S-504 MICROPILE DETAILS
S-505 CONCRETE WALL DETAILS
S-506 STEEL DETAILS
S-507 STEEL DETAILS
S-508 STEEL DETAILS
S-509 CMU WALL DETAILS
S-510 TYPICAL CONCRETE REPAIR DETAILS
S-511 TYPICAL CONCRETE REPAIR DETAILS
S-601 CONCRETE REPAIR TABLES
SHEET NO SHEET TITLE REV
A-201 FIRST FLOOR REFLECTED CEILING PLAN
A-202 SECOND FLOOR REFLECTED CEILING PLAN
A-203 THIRD FLOOR REFLECTED CEILING PLAN (SIMILAR @ FOURTH & FIFTH FLOOR)
A-204 SIXTH FLOOR REFLECTED CEILING PLAN (SIMILAR @ SEVENTH FLOOR & EIGHTH FLOOR)
A-301 NORTH EXTERIOR ELEVATION
A-302 NORTHEAST EXTERIOR ELEVATION
A-303 NORTHWEST AND SOUTHEAST EXTERIOR ELEVATION
A-304 SOUTH EXTERIOR ELEVATION
A-305 WEST EXTERIOR ELEVATION
A-306 SOUTHEAST PARTIAL EXTERIOR ELEVATION & SOUTHWEST EXTERIOR ELEVATION
A-310 BUILDING SECTIONS
A-311 BUILDING SECTIONS
A-312 BUILDING SECTION
A-313 BUILDING SECTION
A-314 BUILDING SECTION
A-320 WALL SECTIONS
A-321 WALL SECTIONS
A-401 ENLARGED FIRST FLOOR PLAN - CORE AREA PLAN
A-402 ENLARGED FIRST FLOOR PLAN - LAUNDRY & MECHANICAL AREA & SECOND TO EIGHTH FLOOR CORE AREA PLANS
A-403 TYPICAL ENLARGED UNIT A & B FLOOR PLAN
A-404 ENLARGED TYPICAL UNIT C, D, & E
A-405 ENLARGED STAIR PLANS AND SECTIONS
A-410 ENLARGED FIRST FLOOR REFLECTED CEILING PLAN AND DAYROOM AREA
A-411 FIRST FLOOR REFLECTED CEILING PLAN-LAUNDRY & MECH AND SECOND TO EIGHTH CEILING PLAN-CORE AREA
A-412 ENLARGED FIRST FLOOR REFLECTED CEILING PLAN - UNIT A & B
A-413 ENLARGED TYPICAL UNIT C, D, & E REFLECTED CEILING PLAN
A-414 ENLARGED REFLECTED CEILING PLAN - STAIR #1 & #2
A-420 INTERIOR ELEVATIONS
A-421 INTERIOR ELEVATIONS
A-422 INTERIOR ELEVATIONS
A-423 INTERIOR ELEVATIONS
A-501 WALL TYPES
A-502 WALL TYPES
A-510 CASEWORK DETAILS
A-511 CASEWORK DETAILS
A-512 DETAILS
A-513 DETAILS
A-514 GUARDRAILS AND HANDRAILS DETAILS
A-520 ROOF DETAILS
A-521 ROOF DETAILS
A-522 ROOF DETAILS
A-601 DOOR SCHEDULE
A-602 DOOR SCHEDULE
A-603 DOOR DETAILS
A-604 DOOR DETAILS
A-610 WINDOW SCHEDULE & TYPES, LOUVER SCHEDULE & TYPES, DOOR TYPES
A-611 WINDOW & LOUVER DETAILS
A-612 WINDOW & LOUVER DETAILS
A-613 WINDOW & LOUVER DETAILS
AF001 MOUNTING HEIGHT SCHEDULE, EQUIPMENT LEGEND, TOILET ACCESSORIES LEGEND
AF100 FLOOR FINISH, FURNITURE & EQUIPMENT PLAN ENLARGED TYPICAL UNITS A & B
AF101 FLOOR FINISH, FURNITURE & EQUIPMENT PLAN ENLARGED TYPICAL UNIT C, D & E
AF601 FINISH LEGEND
AF602 ROOM FINISH SCHEDULE
AG601 SIGNAGE SCHEDULE
AG602 SIGNAGE DETAILS
AG603 SIGNAGE MOUNTING DETAILS
AG610 FIRST FLOOR SIGNAGE PLAN
AG611 SECOND FLOOR SIGNAGE PLAN
AG612 THIRD FLOOR TO FIFTH FLOOR SIGNAGE PLAN
AG613 SIXTH FLOOR TO EIGHTH FLOOR SIGNAGE PLAN
AG614 ROOF, ELEVATOR MACHINE ROOM ROOF, STAIR #2 SIGNAGE PLAN
AJ101 FIRST FLOOR AIR BARRIER PLAN
AJ102 SECOND FLOOR AIR BARRIER PLAN
AJ103 THIRD FLOOR TO FIFTH FLOOR AIR BARRIER PLAN
AJ201 BUILDING SECTION AIR BARRIER TEST ZONES
AJ202 BUILDING SECTION AIR BARRIER TEST ZONES
AJ203 BUILDING SECTIONS AIR BARRIER TEST ZONES
SHEET NO SHEET TITLE REV
A-001 GENERAL NOTES, ARCHITECTURAL ABBREVIATIONS, LEGENDS, AND SYMBOLS
AD101 FIRST FLOOR DEMOLITION PLAN
AD102 SECOND FLOOR DEMOLITION PLAN
AD103 THIRD FLOOR DEMOLITION PLAN (SIMILAR @ FOURTH AND FIFTH FLOOR)
AD104 SIXTH FLOOR DEMOLITION PLAN (SIMILAR @ SEVENTH FLOOR)
AD105 ROOF, ELEVATOR MACHINE ROOM DEMOLITION PLAN, ELEVATOR MACHINE ROOM DEMOLITION ROOF PLAN, & STAIR
#2 ROOF DEMOLITION PLAN
AD201 FIRST FLOOR CEILING DEMOLITION PLAN
AD202 SECOND FLOOR CEILING DEMOLITION PLAN
AD203 THIRD FLOOR CEILING DEMOLITION PLAN (SIMILAR @ FOURTH AND FIFTH FLOOR)
AD204 SIXTH FLOOR TO EIGHTH FLOOR CEILING DEMOLITION PLAN
A-101 FIRST FLOOR PLAN
A-102 SECOND FLOOR PLAN & ENLARGED TYPICAL CRICKET PLAN
A-103 THIRD FLOOR TO FIFTH FLOOR PLAN
A-104 SIXTH FLOOR TO EIGHTH FLOOR PLAN
A-105 ROOF, ELEVATOR MACHINE ROOM FLOOR PLAN, ELEVATOR MACHINE ROOM ROOF, STAIR #2 ROOF FLOOR PLAN, &
STAIR #2 ROOF PLAN
SHEET NO SHEET TITLE REV
P-102 SECOND FLOOR OVERALL PLUMBING PLAN
P-103 THIRD TO FIFTH FLOOR OVERALL PLUMBING PLAN
P-104 SIXTH TO SEVENTH FLOOR OVERALL PLUMBING PLAN
P-105 EIGHTH FLOOR OVERALL PLUMBING PLAN
P-106 ROOF OVERALL PLUMBING PLAN
P-401 FIRST FLOOR ENLARGED PLUMBING PLAN
P-402 FIRST FLOOR ENLARGED PLUMBING PLAN
P-403 FIRST FLOOR ENLARGED PLUMBING PLAN
P-404 FIRST FLOOR ENLARGED PLUMBING PLAN
P-405 SECOND FLOOR ENLARGED PLUMBING PLAN
P-406 SECOND FLOOR ENLARGED PLUMBING PLAN
P-407 SECOND FLOOR ENLARGED PLUMBING PLAN
P-408 SECOND FLOOR ENLARGED PLUMBING PLAN
P-409 THIRD TO FIFTH FLOOR ENLARGED PLUMBING PLAN
P-410 THIRD TO FIFTH FLOOR ENLARGED PLUMBING PLAN
P-411 THIRD TO FIFTH FLOOR ENLARGED PLUMBING PLAN
P-412 THIRD TO FIFTH FLOOR ENLARGED PLUMBING PLAN
P-413 SIXTH TO SEVENTH FLOOR ENLARGED PLUMBING PLAN
P-414 SIXTH TO SEVENTH FLOOR ENLARGED PLUMBING PLAN
P-415 SIXTH TO SEVENTH FLOOR ENLARGED PLUMBING PLAN
P-416 SIXTH TO SEVENTH FLOOR ENLARGED PLUMBING PLAN
P-417 EIGHTH FLOOR ENLARGED PLUMBING PLAN
P-418 EIGHTH FLOOR ENLARGED PLUMBING PLAN
P-419 EIGHTH FLOOR ENLARGED PLUMBING PLAN
P-420 EIGHTH FLOOR ENLARGED PLUMBING PLAN
P-501 PLUMBING DETAILS
P-502 PLUMBING DETAILS
P-601 PLUMBING EQUIPMENT SCHEDULE
P-602 PLUMBING EQUIPMENT SCHEDULE
P-901 HOT WATER SYSTEM SCHEMATIC
P-902 SANITARY PIPING DIAGRAMS
P-903 SANITARY PIPING DIAGRAMS
P-904 SANITARY PIPING DIAGRAMS
P-905 SANITARY PIPING DIAGRAMS
P-906 SITE WATER PIPING DIAGRAM
P-907 WATER PIPING DIAGRAMS
P-908 WATER PIPING DIAGRAMS
P-909 TYPICAL WATER PIPING DIAGRAMS
P-910 HOT WATER HEATER ROOM PIPING DIAGRAM
SHEET NO SHEET TITLE REV
P-001 PLUMBING NOTES AND LEGEND
PS101 OVERALL PLUMBING SITE - DEMOLITION WORK
PS102 OVERALL PLUMBING SITE - NEW WORK
PD101 FIRST FLOOR PLUMBING PLAN - DEMOLITION WORK
PD102 SECOND FLOOR PLUMBING PLAN - DEMOLITION WORK
PD103 THIRD FLOOR PLUMBING PLAN - DEMOLITION WORK (SIMILAR @ FOURTH AND FIFTH FLOOR)
PD104 SIXTH FLOOR PLUMBING PLAN - DEMOLITION WORK (SIMILAR @ SEVENTH FLOOR)
PD105 ROOF PLUMBING PLAN - DEMOLITION WORK
PD401 ENLARGED PLUMBING DEMOLITION PLANS
PD402 ENLARGED PLUMBING DEMOLITION PLANS
P-101 FIRST FLOOR OVERALL PLUMBING PLAN
SHEET NO SHEET TITLE REV
M-001 MECHANICAL GENERAL NOTES, LEGEND, ABBREVIATIONS, AND SYMBOLS
MS-101 DEMOLITION MECHANICAL SITE PLAN
MS-102 NEW MECHANICAL SITE PLAN
MD-101 FIRST FLOOR HVAC DEMOLITION PLAN
MD-102 SECOND FLOOR HVAC DEMOLITION PLAN (THIRD THRU SEVENTH FLOORS SIMILAR)
MD-103 EIGHTH FLOOR HVAC DEMOLITION PLAN
MD-104 ROOF HVAC DEMOLITION PLAN
MH-101 FIRST FLOOR HVAC NEW WORK PLAN
MH-102 SECOND THRU FIFTH FLOOR HVAC NEW WORK PLAN
MH-103 SIXTH THRU EIGHTH FLOOR HVAC NEW WORK PLAN
MH-104 ROOF HVAC NEW WORK PLAN
MH-401 ENLARGED FIRST FLOOR HVAC PLAN
MH-402 ENLARGED FIRST FLOOR HVAC PLAN
MH-403 ENLARGED FIRST FLOOR HVAC PLAN
MH-404 ENLARGED FIRST FLOOR HVAC PLAN
MH-405 ENLARGED SECOND THRU FIFTH FLOOR HVAC PLAN
MH-406 ENLARGED SECOND THRU FIFTH FLOOR HVAC PLAN
MH-407 ENLARGED SECOND THRU FIFTH FLOOR HVAC PLAN
MH-408 ENLARGED SECOND THRU FIFTH FLOOR HVAC PLAN
MH-409 ENLARGED SIXTH THRU EIGHTH FLOOR HVAC PLAN
MH-410 ENLARGED SIXTH THRU EIGHTH FLOOR HVAC PLAN
MH-411 ENLARGED SIXTH THRU EIGHTH FLOOR HVAC PLAN
MH-412 ENLARGED SIXTH THRU EIGHTH FLOOR HVAC PLAN
MH-413 ENLARGED ROOF HVAC PLAN
MH-414 ENLARGED ROOF HVAC PLAN
MH-415 ENLARGED ROOF HVAC PLAN
MH-416 ENLARGED ROOF HVAC PLAN
MH-417 ENLARGED PUMP ROOM PLAN
M-501 MECHANICAL DETAILS
M-502 MECHANICAL DETAILS
MH-601 MECHANICAL EQUIPMENT SCHEDULES
MH-602 MECHANICAL EQUIPMENT SCHEDULES
MH-603 TYPICAL VAV AHU SCHEMATIC AND SEQUENCE OF OPERATIONS
MH-604 DOAS SCHEMATIC DIAGRAM AND SEQUENCE OF OPERATIONS
MH-605 MECHANICAL CHILLED WATER SCHEMATIC DIAGRAM SEQUENCE OF OPERATIONS
MH-606 MECHANICAL DDC POINTS LIST- AIRSIDE SYSTEMS
MH-607 MECHANICAL CHILLED WATER DDC POINTS LIST
MH-608 DDC SYSTEM ARCHITECTURE SCHEMATIC
MH-901 OVERALL CHILLED WATER DIAGRAM
MH-902 PARTIAL CHILLED WATER DIAGRAM
MH-903 PARTIAL CHILLED WATER DIAGRAM
SHEET NO SHEET TITLE REV
F-001 FIRE PROTECTION NOTES, SYMBOLS AND ABBREVIATIONS
F-002 BUILDING CODE SUMMARY
F-003 CODE COMPLIANCE SITE PLAN
F-101 FIRST FLOOR PLAN - LIFE SAFETY
F-102 SECOND FLOOR PLAN - LIFE SAFETY
F-103 THIRD FLOOR PLAN (SIMILAR @ FOURTH AND FIFTH) - LIFE SAFETY
F-104 SIXTH FLOOR PLAN (SIMILAR @ SEVENTH AND EIGHTH) - LIFE SAFETY
FD101 FIRST FLOOR DEMOLITION PLAN - FIRE ALARM
FD102 SECOND FLOOR DEMOLITION PLAN - FIRE ALARM
FD103 THIRD FLOOR DEMOLITION PLAN (SIMILAR @ FOURTH AND FIFTH) - FIRE ALARM
FD104 SIXTH FLOOR DEMOLITION PLAN (SIMILAR @ SEVENTH AND EIGHTH) - FIRE ALARM
FD105 FIRST FLOOR DEMOLITION PLAN - FIRE SPRINKLER
FX101 FIRST FLOOR PLAN - FIRE SPRINKLER
FX102 SECOND FLOOR PLAN - FIRE SPRINKLER
FX103 THIRD FLOOR PLAN (SIMILAR @ FOURTH AND FIFTH) - FIRE SPRINKLER
FX104 SIXTH FLOOR PLAN (SIMILAR @ SEVENTH AND EIGHTH) - FIRE SPRINKLER
FX501 FIRE SPRINKLER DETAILS
FX601 FIRE SPRINKLER AND STANDPIPE ISOMETRIC PIPING
FA101 FIRST FLOOR PLAN - FIRE ALARM / MASS NOTIFICATION
FA102 SECOND FLOOR PLAN - FIRE ALARM / MASS NOTIFICATION
FA103 THIRD FLOOR PLAN (SIMILAR @ FOURTH AND FIFTH) - FIRE ALARM / MASS NOTIFICATION
FA104 SIXTH FLOOR PLAN (SIMILAR @ SEVENTH AND EIGHTH) - FIRE ALARM / MASS NOTIFICATION
FA501 FIRE ALARM / MASS NOTIFICATION DETAILS
FA601 FIRE ALARM / MASS NOTIFICATION SEQUENCE OF OPERATIONS
FA602 FIRE ALARM / MASS NOTIFICATION RISER DIAGRAM
FA603 FIRE ALARM / MASS NOTIFICATION RISER DIAGRAM
CIVIL
LANDSCAPE
STRUCTURAL
ARCHITECTURAL
ARCHITECTURAL (CONTINUED)
FIRE PROTECTION
PLUMBING
SHEET NO. SHEET TITLE REV
G-001 TITLE SHEET
G-002 INDEX OF DRAWINGS
G-003 INDEX OF DRAWINGS
SHEET NO SHEET TITLE REV
LD001 TREE PROTECTION NOTES
LD101 TREE DISPOSITION PLAN
LD601 TREE SURVEY AND ASSESSMENT
LP101 LANDSCAPE PLAN
PLUMBING (CONTINUED)
MECHANICAL
of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
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
N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
B U
IL
D
IN
G
K
A W
A M
U R
A H
A L L
F Y
R
E P
A
IR
B U
IL
D
IN
G
W A
-1 -D
-0
H O
N O
L U
L U
D
IS
T R
IC
T
F O
R T
S H
A F
T E
R H
I
J U
N E
W A
-1 -D
-0
B Y
C A
D
M N
UW
A
A II
Expiration Date 04/30/2022
LICENSED
No. 8026
PROFESSIONAL
ARCHITECT
H
M
ARK M
.S
.A
O
. N A
AK
THIS WORK WAS PREPARED BY ME OR UNDER MY
SUPERVISION AND CONSTRUCTION OF THIS
PROJECT WILL BE UNDER MY OBSERVATION.
("OBSERVATION OF CONSTRUCTION"
SHALL BE DEFINED IN CHAPTER 115, HAWAII
ADMINISTRATIVE RULES FOR PROFESSIONAL
ENGINEERS, SURVEYORS AND LANDSCAPE
ARCHITECTS STATE OF HAWAII, SUBCHAPTER 1,
SECTION 16-115-2 DEFINITIONS, EFFECTIVE 8/29/94.)
G-003
BLDG502
IN
D
E X
O F
D R
A W
IN
G
S B o w e rs
K u b o ta
M a n a g e m e n t
-4
A k o k i S tr e e t, S u it e
-B
W a ip a h u H a w a ii
ID
O P
T
IO
N F
IE
L D
O
P T
IO
N
T
IT
L E
O P
T
IO
N T
IT
L E
D E
S
IG
N C
O M
P L E
T E
S U
B M
IT
T
A L
O P
T
IO
N F
IE
L D
SHEET NO SHEET TITLE REV
T001 SYMBOLS LIST
TD101 PARTIAL FIRST FLOOR DEMOLITION TELECOM PLAN 1
TD102 PARTIAL FIRST FLOOR DEMOLITION TELECOM PLAN 2
TD201 PARTIAL SECOND FLOOR DEMOLITION TELECOM PLAN 1
TD202 PARTIAL SECOND FLOOR DEMOLITION TELECOM PLAN 2
TD301 PARTIAL THIRD FLOOR DEMOLITION TELECOM PLAN 1
TD302 PARTIAL THIRD FLOOR DEMOLITION TELECOM PLAN 2
TD401 PARTIAL FOURTH FLOOR DEMOLITION TELECOM PLAN 1
TD402 PARTIAL FOURTH FLOOR DEMOLITION TELECOM PLAN 2
TD501 PARTIAL FIFTH FLOOR DEMOLITION TELECOM PLAN 1
TD502 PARTIAL FIFTH FLOOR DEMOLITION TELECOM PLAN 2
TD601 PARTIAL SIXTH FLOOR DEMOLITION TELECOM PLAN 1
TD602 PARTIAL SIXTH FLOOR DEMOLITION TELECOM PLAN 2
TD701 PARTIAL SEVENTH FLOOR DEMOLITION TELECOM PLAN 1
TD702 PARTIAL SEVENTH FLOOR DEMOLITION TELECOM PLAN 2
TD801 PARTIAL EIGHTH FLOOR DEMOLITION TELECOM PLAN 1
TD802 PARTIAL EIGHTH FLOOR DEMOLITION TELECOM PLAN 2
TD901 PARTIAL ROOF DEMOLITION TELECOM PLAN 1
TD902 PARTIAL ROOF DEMOLITION TELECOM PLAN 2
T101 PARTIAL FIRST FLOOR NEW TELECOM PLAN 1
T102 PARTIAL FIRST FLOOR NEW TELECOM PLAN 2
T201 PARTIAL SECOND FLOOR NEW TELECOM PLAN 1
T202 PARTIAL SECOND FLOOR NEW TELECOM PLAN 2
T301 PARTIAL THIRD FLOOR NEW TELECOM PLAN 1
T302 PARTIAL THIRD FLOOR NEW TELECOM PLAN 2
T401 PARTIAL FOURTH FLOOR NEW TELECOM PLAN 1
T402 PARTIAL FOURTH FLOOR NEW TELECOM PLAN 2
T501 PARTIAL FIFTH FLOOR NEW TELECOM PLAN 1
T502 PARTIAL FIFTH FLOOR NEW TELECOM PLAN 2
T601 PARTIAL SIXTH FLOOR NEW TELECOM PLAN 1
T602 PARTIAL SIXTH FLOOR NEW TELECOM PLAN 2
T701 PARTIAL SEVENTH FLOOR NEW TELECOM PLAN 1
T702 PARTIAL SEVENTH FLOOR NEW TELECOM PLAN 2
T801 PARTIAL EIGHTH FLOOR NEW TELECOM PLAN 1
T802 PARTIAL EIGHTH FLOOR NEW TELECOM PLAN 2
T1001 ENLARGED TELECOMMUNICATIONS PLANS - 1
T1002 ENLARGED TELECOMMUNICATIONS PLANS - 2
T1003 ENLARGED TELECOMMUNICATIONS PLANS - 3
T1004 ENLARGED TELECOMMUNICATIONS PLAN - LIVING UNIT (TYPICAL)
T1101 CABLE TRAY DETAILS
T1102 TYPICAL TELECOMMUNICATION OUTLET DETAILS
T1103 CABLE TRAY AND TELECOMMUNICATION DETAILS
T1104 MISCELLANEOUS TELECOMMUNICATION DETAILS
T1201 DATA / TELECOMMUNICATION RISER DIAGRAM 1
T1202 DATA / TELECOMMUNICATION RISER DIAGRAM 2
T1203 DATA / TELECOMMUNICATION RISER DIAGRAM 3
T1204 TYPICAL TELECOMMUNICATIONS GROUNDING DIAGRAM
T1205 TELECOMMUNICATION DISTRIBUTION DIAGRAM 1
T1206 TELECOMMUNICATION DISTRIBUTION DIAGRAM 2
T1207 TELECOMMUNICATION DISTRIBUTION DIAGRAM 3
T1208 CATV RISER DIAGRAM 1
T1209 CATV RISER DIAGRAM 2
T1210 CATV RISER DIAGRAM 3
TELECOMMUNICATIONS
INDEX OF DRAWINGS
SHEET NO SHEET TITLE REV
E001 ELECTRICAL SYMBOL LIST, GENERAL ELECTRICAL NOTES
ES101 SITE ELECTRICAL PLAN (EXISTING/REMOVAL WORK)
ES102 SITE ELECTRICAL PLAN (EXISTING/NEW WORK)
ED101 FIRST FLOOR - LIGHTING PLAN (EXISTING/REMOVAL WORK)
ED102 SECOND FLOOR - LIGHTING PLAN (EXISTING/REMOVAL WORK)
ED103 THIRD TO FIFTH FLOORS - LIGHTING PLAN (EXISTING/REMOVAL WORK)
ED104 SIXTH TO EIGHTH FLOORS - LIGHTING PLAN (EXISTING/REMOVAL WORK)
ED105 ROOF - LIGHTING PLAN (EXISTING/REMOVAL WORK)
ED106 FIRST FLOOR - ELECTRICAL PLAN (EXISTING/REMOVAL WORK)
ED107 SECOND FLOOR - ELECTRICAL PLAN (EXISTING/REMOVAL WORK)
ED108 THIRD TO FIFTH FLOORS - ELECTRICAL PLAN (EXISTING/REMOVAL WORK)
ED109 SIXTH TO EIGHTH FLOORS - ELECTRICAL PLAN (EXISTING/REMOVAL WORK)
ED110 ROOF - ELECTRICAL PLAN (EXISTING/REMOVAL WORK)
ED401 TYPICAL UNIT - ELECTRICAL PLANS (EXISTING /REMOVAL WORK)
ED402 PARTIAL FIRST FLOOR - ELECTRICAL PLANS (EXISTING/REMOVAL WORK)
EL101 FIRST FLOOR - LIGHTING PLAN (EXISTING/NEW WORK)
EL102 SECOND FLOOR - LIGHTING PLAN (EXISTING/NEW WORK)
EL103 THIRD TO FIFTH FLOORS - LIGHTING PLAN (EXISTING/NEW WORK)
EL104 SIXTH TO EIGHTH FLOORS - LIGHTING PLAN (EXISTING/NEW WORK)
EL105 ROOF - LIGHTING PLAN (EXISTING/NEW WORK)
EL401 TYPICAL UNIT LIGHTING PLANS - NEW WORK
EL402 PARTIAL LIGHTING PLANS - NEW WORK
EL501 LIGHT FIXTURE SCHEDULE I
EL502 LIGHT FIXTURE SCHEDULE II
EL601 MISCELLANEOUS LIGHTING DIAGRAMS
EP101 FIRST FLOOR - ELECTRICAL PLAN (EXISTING/ NEW WORK)
EP102 SECOND FLOOR - ELECTRICAL PLAN (EXISTING/NEW WORK)
EP103 THIRD TO FIFTH FLOORS - ELECTRICAL PLAN (EXISTING/NEW WORK)
EP104 SIXTH TO EIGTH FLOORS - ELECTRICAL PLAN (EXISTING/NEW WORK)
EP105 ROOF - ELECTRICAL PLAN (EXISTING/ NEW WORK)
EP401 ELECTRICAL ROOMS - ELECTRICAL PLANS
EP402 TYPICAL UNIT ELECTRICAL PLANS - NEW WORK
EP403 TYPICAL ELECTRICAL PLANS (EXISTING/NEW WORK)
EP501 SITE ELECTRICAL DETAILS I
EP502 SITE ELECTRICAL DETAILS II
EP503 SITE ELECTRICAL DETAILS III
EP504 MISCELLANEOUS DETAILS I
EP505 MISCELLANEOUS DETAILS II
EP506 MISCELLANEOUS DETAILS III
EP601 ONE LINE DIAGRAM (EXISTING/REMOVAL WORK)
EP602 ONE LINE DIAGRAM (EXISTING/NEW WORK)
EP603 ELECTRIC PANEL RISER DIAGRAM I
EP604 ELECTRIC PANEL RISER DIAGRAM II
EP605 ELECTRICAL PANEL SCHEDULES I
EP606 ELECTRICAL PANEL SCHEDULES II
EP607 ELECTRICAL PANEL SCHEDULES III
EP608 ELECTRICAL PANEL SCHEDULES IV
EP801 POWER METER PROGRAMMING INSTRUCTIONS I
EP802 POWER METER PROGRAMMING INSTRUCTIONS II
EP803 ADVANCED METERING DETAILS
EP804 iLON SERVER ENCLOSURE DETAIL
ELECTRICAL
STA. 27
"Y" CUT
N = 64,563.93
E = 1,680,136.11
ELEV. = 73.93
STA. 38
MAG NAIL
N = 64,597.07
E = 1,679,778.02
ELEV. = 66.06
STA. 31
"Y" CUT
N = 64,450.10
E = 1,679,740.58
ELEV. = 64.42
STA. 32
"Y" CUT
N = 64,421.12
E = 1,679,900.55
ELEV. = 66.11 STA. 28
"Y" CUT
N = 64,391.43
E = 1,680,064.42
ELEV. = 70.40
B-2
B-1
B-3
B-4
E X
I S
T I N
G
C
O N
D I T
I O
N S
V-001
NOTES:
1. EXISTING CONDITIONS ARE BASED ON A TOPOGRAPHIC SURVEY PERFORMED BY
CONTROLPOINT SURVEYING, INC., IN FEBRUARY 5, 2020 AND FROM RECORD
DRAWINGS AND ARE NOT GUARANTEED. CONTRACTOR SHALL FIELD VERIFY
EXISTING CONDITIONS PRIOR TO START OF CONSTRUCTION.
2. TOPOGRAPHIC SURVEY IS BASED ON THE FOLLOWING:
NAD 1983 PA11 STATE PLANE HAWAII 3 FIPS 5103 FEET
GEODETIC VERTICAL DATUM: MEAN SEA LEVEL (MSL), LOCAL TIDAL DATUM,
1983-2001 TIDAL EPOCH
3. ALL HORIZONTAL AND VERTICAL CONTROLS FOR THIS PROJECT SHALL BE
ESTABLISHED USING THE BENCHMARKS INDICATED.
4. LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND BASED ON BEST
AVAILABLE INFORMATION PROVIDED BY OTHERS.
5. ALL DIMENSIONS AND/OR DIMENSIONS SHOWN IN CALLOUTS/NOTES ARE IN FEET
UNLESS OTHERWISE NOTED.
6. SEE SHEET C-002 FOR LEGEND AND ABBREVIATIONS.
A1
EXISTING CONDITIONS
SCALE: 1"=20'
GRAPHIC SCALE:
40'0 20'
BLDG502
B O
W E
R S
A
N D
K
U B
O T
A
M A
N A
G E
M E
N T
A
K O
K I
S
T R
E E
T
W A
I P
A H
U
H
I
O P
T I O
N
T
I T
L E
O P
T I O
N
F
I E of Engineers ®
SHEET ID
S I Z
E
A N
S I
D
N
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 I P
T I O
N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
M
Y
C
O R
P
F
E
N G
I N
E E
R S
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
I S
S U
E
D
A T
E
C O
N T
R A
C T
S O
L I C
I T
A T
I O
N
N
O
B U
I L D
I N
G
K
A W
A M
U R
A
H
A L L
F Y
R
E P
A I
B
I L D
I N
G
W A
D
H O
N O
L U
S
T R
I C
T
F O
H A
F T
E R
H
I
J U
W A
D
N O
M L
H W
O P
T I O
N
F
I E
P
T I O
N
T
I T
T
A
S
U B
M I T
T A
L
B
U
I L
D
I
G
B
U
I
L
D
I
- 3.3-INCH OUTSIDE DIAMETER (2.4-INCH INSIDE DIAMETER) STAINLESS
STEEL SPLIT BARREL SAMPLER (RELATIVELY UNDISTURBED)
- 2.0-INCH OUTSIDE DIAMETER (1.4-INCH INSIDE DIAMETER)
SPT SPLIT SPOON SAMPLER
- 3.3-INCH OUTSIDE DIAMETER (2.4-INCH INSIDE DIAMETER)
STAINLESS STEEL SPLIT BARREL SAMPLER (DISTURBED)
- SAMPLE LOST DURING EXTRACTION
- CORE RUN
DRIVING ENERGY: 140-LB. DROPPING 30 INCHES
BORING LOGS LEGEND:
THE LOGS OF BORINGS INDICATE THE SUBSURFACE AND GROUNDWATER
CONDITIONS ENCOUNTERED ONLY AT THE LOCATIONS WHERE THE BORINGS WERE
DRILLED AND AT THE TIMES DESIGNATED ON THE LOGS, AND MAY NOT REPRESENT
CONDITIONS AT OTHER LOCATIONS OR AT OTHER TIMES. SUBSURFACE AND
GROUNDWATER CONDITIONS MAY DIFFER FROM THE LOGS DUE TO THE PASSAGE OF
TIME, IMPROVEMENTS CONSTRUCTED AT THE SITE, CHANGES IN SURFACE DRAINAGE
AND IRRIGATION PATTERNS, AND OTHER CHANGES.
THE BORING LOGS ARE FURNISHED FOR THE CONVENIENCE OF THE BIDDER. NO
ASSURANCE IS GIVEN THAT THE SUBSURFACE OR GROUNDWATER CONDITIONS
SHOWN ON THE BORING LOGS ARE REPRESENTATIVE OF THE CONDITIONS TO BE
ENCOUNTERED DURING CONSTRUCTION. THE BIDDER IS SOLELY RESPONSIBLE FOR
ALL ASSUMPTIONS, DEDUCTIONS, OR CONCLUSIONS WHICH HE MAY MAKE OR DERIVE
FROM HIS EXAMINATION OF THE SUBSURFACE INFORMATION AND DATA FURNISHED
HEREIN.
THE BLOW COUNTS FOR 3.3-INCH DIAMETER SPLIT BARREL SAMPLER REPRESENT
ACTUAL BLOW COUNTS FOR THE LAST 12 INCHES OF PENETRATION AND HAVE NOT
BEEN CONVERTED TO EQUIVALENT SPT-N VALUES.
NOTES:
MAJOR DIVISIONS GROUP NAMES
GW
GP
GM
SW
SP
SM
SC
ML
CL
OL
MH
CH
OH
PT
GC
HIGHLY ORGANIC SOILS
PEAT
ORGANIC SILT OR CLAY, ORGANIC SILT
OR CLAY WITH SAND OR GRAVEL, SANDY
OR GRAVELLY ORGANIC SILT OR CLAY
FAT CLAY, FAT CLAY WITH SAND OR
GRAVEL, SANDY OR GRAVELLY
FAT CLAY
ELASTIC SILT, ELASTIC SILT WITH SAND
OR GRAVEL, SANDY OR GRAVELLY
ELASTIC SILT
ORGANIC SILT OR CLAY, ORGANIC SILT
OR CLAY WITH SAND OR GRAVEL, SANDY
OR GRAVELLY ORGANIC SILT OR CLAY
LEAN CLAY, LEAN CLAY WITH SAND OR
GRAVEL, SANDY OR GRAVELLY LEAN CLAY
SILT, SILT WITH SAND OR GRAVEL,
SANDY OR GRAVELLY SILT
CLAYEY SAND, CLAYEY SAND
WITH GRAVEL
SILTY SAND, SILTY SAND WITH GRAVEL
POORLY GRADED SAND, POORLY
GRADED SAND WITH GRAVEL
WELL-GRADED SAND, WELL-GRADED
SAND WITH GRAVEL
CLAYEY GRAVEL, CLAYEY GRAVEL
WITH SAND
SILTY GRAVEL, SILTY GRAVEL
WITH SAND
POORLY GRADED GRAVEL,
POORLY GRADED GRAVEL WITH SAND
WELL-GRADED GRAVEL, WELL-GRADED
GRAVEL WITH SAND
CLEAN GRAVELS
LESS THAN
5% FINES
GRAVELS WITH
MORE THAN
12% FINES
CLEAN SAND
LESS THAN
5% FINES
SANDS WITH
MORE THAN
12% FINES
SILTS AND CLAYS
LIQUID LIMIT LESS THAN 50
SILTS AND CLAYS
LIQUID LIMIT 50 OR MORE
GRAVELS
MORE THAN
50% OF
COARSE
FRACTION
RETAINED ON
NO. 4 SIEVE
SANDS
50% OR MORE
OF COARSE
FRACTION
PASSES NO. 4
SIEVE
C O
A R
S E
G
R A
I N
I L
S
M O
A
N
T
A I N
N
O
E
V E
F I N
E G
R A
I N
I L
S
O
R
M
O R
E
P
A S
S E
S
N
O
E
V E
UNIFIED SOIL CLASSIFICATION SYSTEM - (ASTM D2487)
NOTE:
DUAL SYMBOLS ARE USED TO INDICATE BORDERLINE CLASSIFICATIONS.
UNIFIED SOIL
CLASSIFICATION SYSTEM
REFER TO ASTM D2487 FOR BORDERLINE CLASSIFICATIONS GW-GM,
GW-GC, GP-GM, GP-GC, SW-SM, SW-SC, SP-SM, AND SP-SC.
MATERIAL
SIZE
SAND
FINE
MEDIUM
COARSE
GRAVEL
FINE
COARSE
COBBLES
BOULDERS
MILLIMETERS SIEVE SIZE ** MILLIMETERS SIEVE SIZE **
UPPER LIMITLOWER LIMIT
PARTICLE SIZE
0.075
0.425
2.00
4.75
19.0
75.0
#200 **
#40 **
#10 **
#4 **
3/4" *
3" *
12" *
0.425
2.00
4.75
19.0
75.0
3/4" *
3" *
12" *
** U.S. STANDARD SIEVE * SQUARE OPENINGS
0 10 20 30 40 50 60 70 80 90 100
CL- ML
ML OR OL
MH OR OH
CL OR OL
CH OR OH
N
E
PLASTICITY CHART
GRADATION CHART
P L
A S
T I C
I T
Y
I N
D E
X
P
I
LIQUID LIMIT (LL)
FOR CLASSIFICATION OF FINE-GRAINED SOILS
AND FINE-GRAINED FRACTION OF
COARSE-GRAINED SOILS
FINE-GRAINED SOILS
VERY SOFT
SOFT
MEDIUM STIFF
STIFF
VERY STIFF
HARD
LESS THAN 0.25
0.25 TO 0.5
0.5 TO 1.0
1.0 TO 2.0
2.0 TO 4.0
GREATER THAN 4.0
COARSE-GRAINED SOILS
THESE ARE USUALLY
BASED ON AN EXAMINATION
OF SOIL SAMPLES, AND
PENETRATION RESISTANCE.
VERY LOOSE
LOOSE
MEDIUM DENSE
DENSE
VERY DENSE
APPROXIMATE SHEAR STRENGTH IN KSF
UNIFIED SOIL
CLASSIFICATION SYSTEM
NOTE:
WHEN SHOWN ON THE BORING LOGS, THE FOLLOWING TERMS ARE USED TO
DESCRIBE THE CONSISTENCY OF FINE-GRAINED SOILS AND THE RELATIVE
COMPACTNESS OF COARSE-GRAINED SOILS.
#40 **
#10 **
#4 **
LETTER
SYMBOL
GRAPHIC
SYMBOL
BORING
NO.
UNIAXIAL COMPRESSIVE STRENGTH TEST (ROCK)
DEPTH
(FEET)
ROCK TYPE TEST METHOD
UNIAXIAL
COMPRESSIVE
STRENGTH
(PSI)
B-1
B-2
B-4
9.8
11.4
5.7
BASALT ASTM D7012
8,725*
12,090*
8,185*
BASALT
BASALT
ASTM D7012
ASTM D7012
*A CORRECTION FACTOR APPLIED DUE TO SAMPLE DIMENSION.
BLDG502
B O
W E
B
O T
A
M A
N A
G E
M E
N T
A
K O
K I
S
T R
E E
T
W A
I P
A H
U
H
I
O P
T I O
N
T
I T
P
T I O
N
F
I E of Engineers ®
SHEET ID
S I Z
E
A N
S I
D
N
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 I P
T I O
N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
M
Y
C
O R
E
N G
I N
E E
R S
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
I S
S U
E
D
A T
E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
B U
I L D
I N
G
K
A W
A M
U R
A
H
A L L
F Y
R
E P
A
I L D
I N
G
W A
D
H O
N O
L U
S
T R
I C
T
F O
A
F T
E R
H
I
J U
W A
D
O P
T I O
N
F
I E
P
T I O
N
T
I T
T
A
S
U B
M I T
T A
L
B O
R I N
G
L O
G E
T
E S
B-001
K F
M L
B-2
B-1
B-3
B-4
BLDG502
B O
W E
B
O T
A
M A
N A
G E
M E
N T
A
K O
K I
S
T R
E E
T
W A
I P
A H
U
H
I
O P
T I O
N
T
I T
P
T I O
N
F
I E of Engineers ®
SHEET ID
S I Z
E
A N
S I
D
N
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 I P
T I O
N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
M
Y
C
O R
E
N G
I N
E E
R S
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
I S
S U
E
D
A T
E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
B U
I L D
I N
G
K
A W
A M
U R
A
H
A L L
F Y
R
E P
A
I L D
I N
G
W A
D
H O
N O
L U
S
T R
I C
T
F O
A
F T
E R
H
I
J U
W A
D
N O
M L
H W
O P
T I O
N
F
I E
P
T I O
N
T
I T
T
A
S
U B
M I T
T A
L
B O
R I N
G
L
O C
A T
I O
N
P
L A
N
B-002
B-1
APPROXIMATE PGE BORING
LOCATION AND NUMBER
A1
BORING LOCATION PLAN
SCALE: 1"=20'
GRAPHIC SCALE:
40'0 20'
B
U
I L
D
I
B
U
I
L
D
I
LEGEND:
N O
BLDG502
O
W E
B
O T
A
M A
N A
G E
M E
N T
A
K O
K I
S
T R
E E
T
W A
I P
A H
U
H
I
O P
T I O
N
T
I T
P
T I O
N
F
I E of Engineers ®
SHEET ID
S I Z
E
A N
S I
D
N
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 I P
T I O
N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
M
Y
C
O R
E
N G
I N
E E
R S
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
I S
S U
E
D
A T
E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
B U
I L D
I N
G
K
A W
A M
U R
A
H
A L L
F Y
R
E P
A
I L D
I N
G
W A
D
H O
N O
L U
S
T R
I C
T
F O
A
F T
E R
H
I
J U
W A
D
N O
M L
H W
O P
T I O
N
F
I E
P
T I O
N
T
I T
T
A
S
U B
M I T
T A
L
B O
R I N
G
L
O G
S
BB001
N O
BLDG502
O
W E
B
O T
A
M A
N A
G E
M E
N T
A
K O
K I
S
T R
E E
T
W A
I P
A H
U
H
I
O P
T I O
N
T
I T
P
T I O
N
F
I E of Engineers ®
SHEET ID
S I Z
E
A N
S I
D
N
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 I P
T I O
N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
M
Y
C
O R
E
N G
I N
E E
R S
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
I S
S U
E
D
A T
E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
B U
I L D
I N
G
K
A W
A M
U R
A
H
A L L
F Y
R
E P
A
I L D
I N
G
W A
D
H O
N O
L U
S
T R
I C
T
F O
A
F T
E R
H
I
J U
W A
D
N O
M L
H W
O P
T I O
N
F
I E
P
T I O
N
T
I T
T
A
S
U B
M I T
T A
L
B O
R I N
G
L
O G
S
BB002
N O
A. DEGREE OF WEATHERING
THE FOLLOWING TERMS DESCRIBE THE CHEMICAL WEATHERING OF A ROCK:
FRESH: NO VISIBLE SIGN OF DECOMPOSITION OR DISCOLORATION. RINGS UNDER HAMMER IMPACT.
SLIGHTLY WEATHERED: SLIGHT DISCOLORATION INWARDS FROM OPEN FRACTURES, OTHERWISE SIMILAR TO FRESH.
MODERATELY WEATHERED: DISCOLORATION THROUGHOUT. WEAKER MINERALS SUCH AS FELDSPAR DECOMPOSED.
STRENGTH SOMEWHAT LESS THAN FRESH ROCK BUT CORES CANNOT BE BROKEN BY HAND OR SCRAPED BY KNIFE.
TEXTURE PRESERVED.
HIGHLY WEATHERED: MOST MINERALS SOMEWHAT DECOMPOSED. SPECIMENS CAN BE BROKEN BY HAND WITH EFFORT OR
SHAVED WITH KNIFE. CORE STONES PRESENT IN ROCK MASS. TEXTURE BECOMING INDISTINCT BUT FABRIC PRESERVED.
COMPLETELY WEATHERED: MINERALS DECOMPOSED TO SOIL BUT FABRIC AND STRUCTURE PRESERVED (SAPROLITE).
SPECIMENS EASILY CRUMBLED OR PENETRATED.
RESIDUAL SOIL: ADVANCED STATE OF DECOMPOSITION RESULTING IN PLASTIC SOILS. ROCK FABRIC AND STRUCTURE
COMPLETELY DESTROYED. LARGE VOLUME CHANGE RELATIVE TO FRESH ROCK.
B. HARDNESS
THE FOLLOWING TERMS DESCRIBE THE RESISTANCE OF A ROCK TO INDENTATION OR SCRATCHING:
VERY SOFT: CAN BE PEELED WITH A KNIFE, MATERIAL CRUMBLES UNDER FIRM BLOWS WITH THE SHARP END OF A
GEOLOGIC PICK.
SOFT: CAN JUST BE SCRAPED WITH A KNIFE, INDENTATIONS OF 2 TO 4 MM WITH FIRM BLOWS OF THE PICK POINT.
MEDIUM HARD: CANNOT BE SCRAPED OR PEELED WITH A KNIFE BUT CAN BE SCRATCHED WITH KNIFE POINT. HAND HELD
SPECIMEN BREAKS WITH FIRM BLOWS OF THE PICK.
HARD: DIFFICULT TO SCRATCH WITH KNIFE POINT, CANNOT BREAK HAND HELD SPECIMEN.
VERY HARD: CANNOT BE SCRATCHED WITH POCKET KNIFE.
C. ROCK FRACTURE CHARACTERISTICS
THE FOLLOWING TERMS DESCRIBE GENERAL FRACTURE SPACING OF A ROCK:
CRUSHED: LESS THAN 5 MICRONS (MECHANICAL CLAY) TO 0.05 FOOT.
INTENSELY FRACTURED: 0.05 TO 0.1 FOOT (CONTAINS NO CLAY).
HIGHLY FRACTURED: 0.1 TO 0.5 FEET.
MODERATELY FRACTURED: 0.5 TO 1.0 FEET
OCCASIONALLY FRACTURED: 1.0 TO 3.0 FEET
SLIGHTLY FRACTURED: GREATER THAN 3.0 FEET.
BASALT
BOULDERS
COBBLES
BRECCIA
CLAYSTONE
SILTSTONE
SANDSTONE
TUFF
CORAL (TYPE I)
CORAL (TYPE II)
CORAL (TYPE III)
CLINKER
VOID / CAVITY
GRAPHIC SYMBOLS
CONGLOMERATE
ROCK DESCRIPTION SYSTEM
CINDER
BLDG502
B O
W E
B
O T
A
M A
N A
G E
M E
N T
A
K O
K I
S
T R
E E
T
W A
I P
A H
U
H
I
O P
T I O
N
T
I T
P
T I O
N
F
I E of Engineers ®
SHEET ID
S I Z
E
A N
S I
D
N
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 I P
T I O
N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
M
Y
C
O R
E
N G
I N
E E
R S
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
I S
S U
E
D
A T
E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
B U
I L D
I N
G
K
A W
A M
U R
A
H
A L L
F Y
R
E P
A
I L D
I N
G
W A
D
H O
N O
L U
S
T R
I C
T
F O
A
F T
E R
H
I
J U
W A
D
N O
M L
H W
O P
T I O
N
F
I E
P
T I O
N
T
I T
T
A
S
U B
M I T
T A
L
B O
R I N
G
L
O G
S
S
Y M
B O
L S
A N
D
N
O T
E S
BB003
N O
FIRE DEPARTMENT CONNECTION
FLANGE END
FINISH FLOOR
FINISH FLOOR ELEVATION
FIRE HYDRANT
FINISHED GRADE
FLANGE
FEET PER SECOND
FEET
FOOTING
FIRE WATER
FDC
FE
FF
FFE
FH
FIN GR / FG
FL
FPS
FT
FTG
FW
GALLON
GALVANIZED
GATE VALVE
GAL
GALV
G.V.
HIGH DENSITY POLYETHYLENE
HEIGHT
HIGH POINT
HORIZONTAL
HDPE
HT, H
HPT
HORIZ / HOR
INVERT ELEVATION
INCHES
INVERT
INSIDE DIAMETER
IE
IN
INV
ID
L
LBS
LF
LOG
LP
LENGTH
POUNDS
LINEAR FEET
LIMITS OF GRADING
LIGHT POLE
MAX
MECH
MH
MIN
MJ
MSL
MTR
MAXIMUM
MECHANICAL
MANHOLE
MINIMUM
MECHANICAL JOINT
MEAN SEA LEVEL
METER
N
NGL
NO / #
NTS
NORTH
NATURAL GRADE LINE
NUMBER
NOT TO SCALE
O/S
OC
OD
OMD
OSHA
OFFSET
ON CENTER
OUTSIDE DIAMETER
OPERATIONS AND MAINTENANCE DIVISION
OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION
P
PAVT
PCF
POC
PP
PROF
PROP
PRV
PSI
PVC
PROPERTY LINE
PAVEMENT
POUND PER CUBIC FOOT
POINT OF CONNECTION
POWER POLE
PROFILE
PROPOSED
PRESSURE REDUCING VALVE
POUND PER SQUARE INCH
POLYVINYL CHLORIDE
L
R
RC
RD
REQD
RET
ROW
RPBP
RADIUS
REINFORCED CONCRETE
ROAD
REQUIRED
RETAINING
RIGHT-OF-WAY
REDUCED PRESSURE BACKFLOW PREVENTER
S
SF
SHT
SMH
STA
STD
STRUCT
SQ
SEWER, SLOPE
SQUARE FEET
SHEET
SEWER MANHOLE
STATION
STANDARD
STRUCTURAL
SQUARE
TE
TOC / TC
TOS
TMH
TMK
TV
TW
TYP
TOP ELEVATION
TOP OF CURB
TOP OF CONCRETE SLAB/TOP OF STEP
TELECOMMUNICATION MANHOLE
TAX MAP KEY
TOP VERTICAL
TOP OF WALL
TYPICAL
UC
UE
USAG-HI
UT
UNDERGROUND CABLE
UNDERGROUND ELECTRICAL
UNITED STATES ARMY GARRISON-HAWAII
UNDERGROUND TELEPHONE
VB
V, VERT
VALVE BOX
VERTICAL
W
W/
WL
WV
WWF
WATER, WEST
WITH
WATERLINE
WATER VALVE
WELDED WIRE FABRIC
LEGEND:
PROPERTY LINE
PROJECT LIMITS
CONTOUR MINOR
CONTOUR MAJOR
LIMITS OF GRADING
COMPOST FILTER SOCK
SURFACE FLOW
ELECTRICAL LINE
GAS LINE
DRAINLINE & SIZE
DRAIN MANHOLE (DMH)
DROP INLET
SEWERLINE & SIZE
WATERLINE & SIZE
HIGH PRESSURE
WATERLINE & SIZE
FIRE LINE & SIZE
BUILDING OR STRUCTURE
CONCRETE SIDEWALK
S8
W6
EXISTING NEW
AND
AT
AREA
ASPHALTIC CONCRETE
AGGREGATE
AMERICAN NATIONAL STANDARDS INSTITUTE
APPROXIMATE
AMERICAN SOCIETY FOR TESTING & MATERIALS
AMERICAN WATER WORKS ASSOCIATION
A
A.C.
AGGR
ANSI
APPROX
ASTM
AWWA
ABBREVIATIONS:
BACKFLOW PREVENTER
BUILDING
BEST MANAGEMENT PRACTICES
BOTTOM OF CURB
BOTTOM
BOTTOM VERTICAL
BOTTOM OF WALL
BFP
BLDG
BMPS
BOC / BC
BOT
BV
BW
CENTERLINE
CATCH BASIN
CATCH BASIN MANHOLE
CUBIC FEET PER SECOND
CAST IRON
CLEAR / CLEARANCE
CONCRETE MASONRY UNIT
CLEANOUT
CONCRETE
CONNECTION
CONTINUOUS
CONTRACTING OFFICER'S REPRESENTATIVE
CONTRACTOR OPERATING AND STORAGE AREA
CLEANOUT-TO-GRADE
CUBIC
CUBIC YARDS
L
C
CB
CBMH
CFS/cfs
CI
CLR
CMU
CO
CONC
CONN
CONT
COR
COSA
COTG
CU
CU YD
DETAIL
DUCTILE IRON, DRAIN INLET, DROP INLET
DIAMETER
DRAIN MANHOLE
DEPARTMENT OF PUBLIC WORKS
DRAIN
DRAWING
DET
DI
DIA / Ø
DMH
DPW
DR
DWG
EAST, ELECTRICAL
EXIST DRAIN
EXISTING GROUND
EXPANSION JOINT
ELEVATION
EXIST SEWER
END OF WALL
EXIST WATER / EACH WAY
EXISTING
E
ED
EG
EJ
EL, ELEV
ES
EOW
EW
EXIST
F6
E5
B-1
BORING LOCATION
AND NUMBER
BLDG502
B O
W E
B
O T
A
M A
N A
G E
M E
N T
A
K O
K I
S
T R
E E
T
W A
I P
A H
U
H
I
O P
T I O
N
T
I T
P
T I O
N
F
I E of Engineers ®
SHEET ID
S I Z
E
A N
S I
D
N
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 I P
T I O
N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
M
Y
C
O R
E
N G
I N
E E
R S
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
I S
S U
E
D
A T
E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
B U
I L D
I N
G
K
A W
A M
U R
A
H
A L L
F Y
R
E P
A
I L D
I N
G
W A
D
H O
N O
L U
S
T R
I C
T
F O
A
F T
E R
H
I
J U
W A
D
N O
M L
H W
O P
T I O
N
F
I E
P
T I O
N
T
I T
T
A
S
U B
M I T
T A
L
L E
G E
B
R E
V I A
T I O
N
C-002
APPROXIMATE
PROJECT LIMITS
20.00'
STABILIZED CONSTRUCTION
ENTRANCE-1, SEE NOTE 1
AND DETAIL
COMPOST
FILTER SOCK,
SEE DETAIL
Y
C A S E Y S T R E E T
STABILIZED CONSTRUCTION
ENTRANCE-2, SEE NOTES 1 & 2
AND DETAIL
COMPOST FILTER SOCK
AROUND DRAIN INLET
APPROXIMATE
PROJECT LIMITS
DRAIN INLET
PROTECTION
SEE DETAIL
TYP.
A7
C-003
PROVIDE
COMPOST FILTER
SOCK AROUND
DRAIN INLET
A15
C-003
H1
C-004
J10
C-004
CURB INLET
PROTECTION,
SEE DETAIL
K16
C-003
CURB INLET
PROTECTION
FILTER FABRIC SPECIFICATIONS:
MECHANICAL PROPERTIES
GRAB TENSILE STRENGTH
GRAB TENSILE ELONGATION
PUNCTURE STRENGTH
MULLEN BURST STRENGTH
TRAPEZOIDAL TEAR STRENGTH
UV RESISTANCE
APPARENT OPENING SIZE
FLOW RATE
PERMITTIVITY
TEST METHOD
ASTM D 4632
ASTM D 4632
ASTM D 4833
ASTM D 3786
ASTM D 4533
ASTM D 4355
ASTM D 4751
ASTM D 4491
ASTM D 4491
l/min/m
(gal/min/ft sec
-1 mm (US Std Sieve) kN (lbs) kPa (psi) kN (lbs) kN (lbs)
TEST METHOD
MINIMUM AVERAGE
ROLL VALUE
1.62 (365) X 0.89 (200)
24 x 10
0.40 (90)
3097 (450)
0.51 (115) x 0.33 (75)
0.425 (40)
5907 (145)
2.1
VELCRO
CLOSURE
DRAIN INLET
GRATE
LIFT STRAPS
USED FOR EASY
MOVEMENT AND
INSPECTION OF
UNIT
PLAN
SECTION
DRAIN INLET
GRATE
WRAP SEDIMENT
FILTER AROUND
GRATE
DRAIN
INLET
NOTE:
SEE SPECIFICATIONS THIS SHEET.
A7
NOT TO SCALE
DRAIN INLET PROTECTION DETAIL
NOTES:
1. THE CONTRACTOR SHALL REMOVE FILTERS DURING TIMES OF ABOVE
NORMAL RAINFALL EVENTS AND REPLACE THEM AFTER EVENT HAS
PASSED.
2. THE CONTRACTOR SHALL INSPECT ALL CATCH BASIN/INLETS AND
REMOVE ACCUMULATED SILT AND DEBRIS. FLUSHING IS PROHIBITED.
OVERFLOW GAP
VARIES WITH DIAMETER OR
DAM & HOOD HEIGHT
CURB INLET
INLET
CURB
3" DIA. DAM
AGGREGATE POUCH
K16
NOT TO SCALE
CURB INLET PROTECTION DETAIL
FILL POUCH
HALF-FULL WITH #3
COARSE AGGREGATE
LOW PROFILE WITH
GUTTER FOR SAFETY &
CURB APPEAL
WOVEN MONOFILAMENT
24.00' MIN.
3" MIN. TO 6" COARSE AGGREGATE
OR LARGER (7" MAX), 12" THICK
M
I N
24.00'' MIN.
GEOTEXTILE FILTER FABRIC
(SEE TABLE BELOW)
EXIST. PAVED AREA
EXIST. CONC.
DRIVEWAY
EXIST. BASE
COURSE
GEOTEXTILE REQUIREMENTS
PHYSICAL PROPERTY REQUIREMENTS
GRAB TENSILE STRENGTH
ELONGATION FAILURE
MULLEN BURST STRENGTH
PUNCTURE STRENGTH
EQUIVALENT OPENING
220 LB (ASTM D1682)
60% (ASTM D1682)
430 LB (ASTM D3768)
125 LB (ASTM D751, MODIFIED)
SIZE 40-80 (U.S. STD SIEVE, CW-02215)
A15
NOT TO SCALE
STABILIZED CONSTRUCTION ENTRANCE-1
3" MIN. TO 6" COARSE
AGGREGATE OR LARGER
(7" MAX), 12" THICK
(SEE NOTE BELOW)
EXIST. PAVED AREA
PLAN SECTION A-A
12" COARSE AGGREGATE LAYER SHALL BE REMOVED IMMEDIATELY PRIOR TO INSTALLATION
OF ROADWAY BASE COURSE.
NOTE:
A A
MAINTENANCE REQUIREMENTS:
1. INSPECT MONTHLY AND AFTER EACH RAINFALL EXCEEDING 0.25 INCH IN A 24-HOUR
PERIOD.
2. REMOVE ALL SEDIMENT DEPOSITED ON PAVED ROADWAYS BY SWEEPING OR VACUUMING
EACH DAY BEFORE LEAVING THE JOB SITE.
3. REMOVE AGGREGATES, AND FILTER FABRIC AT COMPLETION OF CONSTRUCTION.
D4
SCALE: 1"=20'
EROSION CONTROL PLAN
APPROXIMATE PROJECT LIMITS
COMPOST FILTER SOCK
EXIST. SURFACE FLOW
DRAIN INLET PROTECTION
STABILIZED CONSTRUCTION ENTRANCE
LEGEND:
NOTES:
1. THE CONTRACTOR SHALL PROVIDE A STABILIZED CONSTRUCTION ENTRANCE WHERE CONSTRUCTION
VEHICLES WILL BE TRAVELING FROM PAVED TO UNPAVED SURFACES AND VISE VERSA.
2. REMOVE PORTION OF EXISTING CURB BETWEEN LANDSCAPE AREA AND DRIVEWAY TO INSTALL STABILIZED
CONSTRUCTION ENTRANCE. RESTORE CURB AT THE END OF CONSTRUCTION.
3. SEE SHEET C-001 FOR NPDES NOTES.
E R
O S
I O
N
C
O N
T R
A
N
C-003
GRAPHIC SCALE:
40'0 20'
BLDG502
B O
W E
B
O T
A
M A
N A
G E
M E
N T
A
K O
K I
S
T R
E E
T
W A
I P
A H
U
H
I
O P
T I O
N
T
I T
P
T I O
N
F
I E of Engineers ®
SHEET ID
S I Z
E
A N
S I
D
N
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 I P
T I O
N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
M
Y
C
O R
E
N G
I N
E E
R S
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
I S
S U
E
D
A T
E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
B U
I L D
I N
G
K
A W
A M
U R
A
H
A L L
F Y
R
E P
A
I L D
I N
G
W A
D
H O
N O
L U
S
T R
I C
T
F O
A
F T
E R
H
I
J U
W A
D
N O
M L
H W
O P
T I O
N
F
I E
P
T I O
N
T
I T
T
A
S
U B
M I T
T A
L
B
U
I L
D
I
B
U
I
L
D
I
ENTRANCE
M A
X
M I N
LIMITS OF GRADING
STAKE ANCHOR WHERE REQUIRED
SEE NOTES 3 AND 4, TYP.
RUNOFF
FLOW
WORK AREA
COMPOST FILTER SOCK
8" MINIMUM DIAMETER
6" MIN
OVERLAP
WORK AREA
RUNOFF
FLOW
COMPOST FILTER
SOCK, TYP
STAKE ANCHOR,
(TYP) SEE NOTE 3
STAKE ANCHOR,
SPACING SEE NOTE 4
LIMITS OF
GRADING
ON > 2H:1V SLOPE
STAKE ON WORK AREA
SIDE TO BE INSTALLED
IN CENTER OF COMPOST
FILTER SOCK
SECTION
PLAN
1. COMPOST SHALL NOT CONTAIN BIOSOLIDS.
2. REMOVE SEDIMENT FROM THE UP SLOPE SIDE OF THE COMPOST FILTER SOCK WHEN ACCUMULATION HAS REACHED 1/3 OF THE
EFFECTIVE HEIGHT.
3. 3/4"x3/4"x16" MINIMUM WOODEN STAKE ANCHOR. FOR PAVEMENT AREAS USE SAND BAGS (18"x12"x3" MIN) IN PLACE OF STAKES.
4. ON < 4H:1V SLOPE, NO STAKE ANCHOR REQUIRED.
ON 4H:1V TO 3H:1V SLOPE, STAKE AT 10 FT ON CENTER.
ON 3H:1V TO 2H:1V SLOPE, STAKE AT 5 FT TO 10 FT ON CENTER.
ON > 2H:1V SLOPE, STAKE AT 5 FT ON CENTER, STAKES ON WORK AREA SIDE SHALL BE INSTALLED IN CENTER OF COMPOST FILTER SOCK.
NOTES:
O
R
M A
X
A
L L O
W E
D
T
E
20.00' MIN
CORRUGATED
STEEL PANELS
DIRECTION
OF TRAVEL
PLAN SECTION A-A
FILTER
FABRIC
9" MIN. THICK
BEACH SAND
CORRUGATED
STEEL PANELS
INSTALLATION/APPLICATION CRITERIA:
1. CONSTRUCT ON LEVEL GROUND WHERE POSSIBLE.
2. PROIVIDE 9"MIN. THICK BEACH SAND UNDER STABILIZED CONSTRUCTION ENTRANCE,
TAPERED TO GRADE AT EDGES TO PROTECT LARGE SURFACE ROOTS.
3. LENGTH SHOULD BE 24' MIN. OR MAX. ALLOWED BY THE SITE, AND COVERED THE ENTIRE
WIDTH (20' MIN.)
4. PROVIDE ADEQUATE PROTECTION FOR ANY UNDERGROUND UTILITIES.
MAINTENANCE REQUIREMENTS:
1. INSPECT MONTHLY AND AFTER EACH RAINFALL EXCEEDING 0.25 INCH IN A 24-HOUR
PERIOD.
2. REMOVE ALL SEDIMENT DEPOSITED ON PAVED ROADWAYS WITHIN 24 HOURS.
3. REMOVE CORRUGATED STEEL PANELS, SAND, AND FILTER FABRIC AT COMPLETION OF
CONSTRUCTION.
PAVED AREA/ROAD
UNPAVED AREA
A
A
H1
NOT TO SCALE
COMPOST FILTER SOCK DETAIL
J10
NOT TO SCALE
STABILIZED CONSTRUCTION ENTRANCE-2
1. STREET SWEEPING AND VACUUMING. ALL POLLUTANTS DISCHARGED
FROM CONSTRUCTION SITE TO OFF-SITE AREAS MUST BE SWEPT OR
VACUUMED EACH DAY BEFORE LEAVING THE JOB SITE.
2. MATERIALS DELIVERY, STORAGE AND USE MANAGEMENT. PREVENT OR
ELIMINATE THE DISCHARGE OF POLLUTANTS FROM MATERIAL DELIVERY,
STORAGE, AND USE TO THE STORM WATER SYSTEM OR WATERCOURSES
BY MINIMIZING THE STORAGE OF HAZARDOUS MATERIALS ONSITE,
STORING MATERIALS IN A DESIGNATED AREA, INSTALLING SECONDARY
CONTAINMENT. CONSTRUCTION MATERIALS, WASTE, TOXIC AND
HAZARDOUS SUBSTANCES, STOCKPILES AND OTHER SOURCES OF
POLLUTION SHALL NOT BE STORED IN BUFFER AREAS, NEAR AREAS OF
CONCENTRATED FLOW, OR AREAS ABUTTING THE EXISTING MS4,
RECEIVING WATERS, OR DRAINAGE IMPROVEMENTS THAT DISCHARGE
OFF-SITE. PRIMARY AND SECONDARY CONTAINMENT CONTROLS AND
COVERS SHALL BE IMPLEMENTED TO THE MAXIMUM EXTENT POSSIBLE.
3. SPILL PREVENTION AND CONTROL. CREATE AND IMPLEMENT SPILL
PREVENTION AND RESPONSE PLANS TO ELIMINATE AND MINIMIZE THE
DISCHARGE OF POLLUTANTS TO THE MS4 AND RECEIVING WATERS FROM
LEAKS AND SPILLS BY REDUCING THE CHANCE FOR SPILLS, ABSORBING,
CONTAINING, AND CLEANING UP SPILLS AND PROPERLY DISPOSING OF
SPILL MATERIALS. AT A MINIMUM, ALL PROJECTS SHALL CLEANUP ALL
LEAKS AND SPILLS IMMEDIATELY.
4. HAZARDOUS MATERIALS. PREVENT OR REDUCE THE DISCHARGE OF
POLLUTANTS TO STORM WATER FROM HAZARDOUS WASTE THROUGH
PROPER MATERIAL USE AND WASTE DISPOSAL. IN THE EVENT THAT
HAZARDOUS MATERIALS ARE DISCHARGED TO THE MS4, THE
CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CONTRACTING
OFFICER'S REPRESENTATIVE (COR).
5. VEHICLE AND EQUIPMENT CLEANING. ELIMINATE AND MINIMIZE THE
DISCHARGE OF POLLUTANTS TO STORM WATER FROM VEHICLE AND
EQUIPMENT CLEANING OPERATIONS BY USING OFF-SITE FACILITIES
WHEN FEASIBLE, WASHING IN DESIGNATED, CONTAINED AREAS ONLY,
AND ELIMINATING DISCHARGES TO THE MS4 BY EVAPORATING AND/OR
TREATING WASH WATER, AS APPROPRIATE OR INFILTRATING WASH
WATER FOR EXTERIOR CLEANING ACTIVITIES THAT USE WATER ONLY.
6. VEHICLE AND EQUIPMENT FUELING. PREVENT FUEL SPILLS AND LEAKS BY
USING OFF-SITE FACILITIES, FUELING ONLY IN DESIGNATED AREAS,
ENCLOSING OR COVERING STORED FUEL, AND IMPLEMENTING SPILL
CONTROLS SUCH AS SECONDARY CONTAINMENT AND ACTIVE MEASURES
USING SPILL RESPONSE KITS.
7. VEHICLE AND EQUIPMENT MAINTENANCE. ELIMINATE AND MINIMIZE THE
DISCHARGE OF POLLUTANTS TO STORM WATER FROM VEHICLE AND
GOOD HOUSKEEPING BMPS:
EQUIPMENT MAINTENANCE OPERATIONS BY USING OFF-SITE FACILITIES
WHEN FEASIBLE, PERFORMING WORK IN DESIGNATED AREAS ONLY,
USING SPILL PADS UNDER VEHICLES AND EQUIPMENT, CHECKING FOR
LEAKS AND SPILLS, AND CONTAINING AND CLEANING UP SPILLS
IMMEDIATELY.
8. SOLID WASTE MANAGEMENT. PREVENT OR REDUCE DISCHARGE OF
POLLUTANTS TO THE LAND, GROUNDWATER, AND IN STORM WATER
FROM SOLID WASTE OR CONSTRUCTION AND DEMOLITION WASTE BY
PROVIDING DESIGNATED WASTED COLLECTION AREAS, COLLECT SITE
TRASH DAILY, AND ENSURING THAT CONSTRUCTION WASTE IS
COLLECTED, REMOVED, AND DISPOSED OF ONLY AT AUTHORIZED
DISPOSAL AREAS.
9. SANITARY/SEPTIC WASTE MANAGEMENT. TEMPORARY AND PORTABLE
SANITARY AND SEPTIC WASTE SYSTEMS SHALL BE MOUNTED OR STAKED
IN, WELL-MAINTAINED AND SCHEDULE FOR REGULAR WASTE DISPOSAL
AND SERVICING. SOURCES OF SANITARY AND/OR SEPTIC WASTE SHALL
NOT BE STORED NEAR THE MS4 OR RECEIVING WATERS.
10. STOCKPILE MANAGEMENT. STOCKPILES SHALL NOT BE LOCATED IN
DRAINAGE WAYS, AND WITHIN 50 FEET FROM AREAS OF CONCENTRATED
FLOWS. COMPOST FILTER SOCK OR SILT FENCES SHALL BE USED
AROUND THE BASE OF ALL STOCKPILES. STOCKPILES SHALL NOT
EXCEED 15 FEET IN HEIGHT. STOCKPILES GREATER THAN 15 FEET IN
HEIGHT SHALL REQUIRE 8 FOOT WIDE BENCHING. STOCKPILES MUST BE
COVERED WITH PLASTIC SHEETING OR A COMPARABLE MATERIAL IF
THEY WILL NOT BE ACTIVELY USED WITHIN 7 DAYS.
11. LIQUID WASTE MANAGEMENT. LIQUID WASTE SHALL BE CONTAINED IN A
CONTROLLED AREA SUCH AS A HOLDING PIT, SEDIMENT BASIN, ROLL-OFF
BIN, OR PORTABLE TANK OF SUFFICIENT VOLUME AND TO CONTAIN THE
LIQUID WASTES GENERATED. CONTAINMENT AREAS OR DEVICES MUST
BE IMPERMEABLE AND LEAK FREE AND SHOULD NOT BE LOCATED
WHERE ACCIDENTAL RELEASE OF THE CONTAINED LIQUID CAN
DISCHARGE TO WATER BODIES, CHANNELS, OR STORM DRAINS.
12. CONCRETE WASTE MANAGEMENT. PREVENT THE DISCHARGE OF
POLLUTANTS TO STORM WATER FROM CONCRETE WASTE BY
CONDUCTING WASHOUT OFFSITE OR PERFORMING ONSITE WASHOUT IN
A DESIGNATED AREA CONSTRUCTED AND MAINTAINED IN SUFFICIENT
QUANTITY AND SIZE TO CONTAIN ALL LIQUID AND CONCRETE WASTE
GENERATED BY WASHOUT OPERATIONS. PLASTIC LINING MATERIAL
SHOULD BE A MINIMUM OF 10 MILLIMETER POLYETHYLENE SHEETING
AND SHOULD BE FREE OF HOLES, TEARS, OR OTHER DEFECTS THAT
COMPROMISE THE IMPERMEABILITY OF THE MATERIAL. CONTAINMENT
AREAS OR DEVICES SHOULD NOT BE LOCATED WHERE ACCIDENTAL
RELEASE OF THE CONTAINED LIQUID CAN DISCHARGE TO WATER BODIES,
CHANNELS, OR STORM DRAINS. WASHOUT FACILITIES MUST BE CLEANED,
OR NEW FACILITIES MUST BE CONSTRUCTED AND READY FOR USE ONCE
THE WASHOUT IS 75 PERCENT FULL. ONCE
CONCRETE WASTES ARE WASHED INTO THE DESIGNATED AREA AND
ALLOWED TO HARDEN, THE CONCRETE SHOULD BE BROKEN UP,
REMOVED, AND DISPOSED OF AS SOLID WASTES.
13. CONTAMINATED SOIL MANAGEMENT. AT MINIMUM CONTAIN
CONTAMINATED MATERIAL SOIL BY SURROUNDING WITH IMPERMEABLE
LINED BERMS OR COVER EXPOSED CONTAMINATED MATERIAL WITH
PLASTIC SHEETING. CONTAMINATED SOIL SHOULD BE DISPOSED OF
PROPERLY IN ACCORDANCE WITH ALL APPLICABLE REGULATIONS.
1. CONSTRUCTION SHALL BE SEQUENCED WHERE APPLICABLE TO MINIMIZE THE
EXPOSURE TIME OF CLEARED SURFACE AREA.
2. MEASURES TO CONTROL EROSION AND OTHER POLLUTANTS SHALL BE IN PLACE
AND FUNCTIONAL BEFORE THE COMMENCEMENT OF CLEARING, GRADING OR
EXCAVATION ACTIVITIES AND AT ALL TIMES DURING THE COURSE OF THE WORK.
3. MEASURES TO CONTROL EROSION AND OTHER POLLUTANTS SHALL BE CHECKED
AND REPAIRED AS NECESSARY AT LEAST ONCE A WEEK AND DAILY AFTER ANY
RAINFALL EXCEEDING 0.25 INCH IN A 24-HOUR PERIOD.
4. ALL POLLUTANTS AND MATERIALS THAT ARE DROPPED, WASHED, TRACKED,
SPILLED, OR OTHERWISE DISCHARGED FROM THE PROJECT SITE TO OFF-SITE
STREETS, OTHER PAVED AREAS & SIDEWALKS MUST BE CLEANED USING DRY
METHODS SUCH AS SWEEPING OR VACUUMING .
5. DUST CONTROL SHALL BE IMPLEMENTED BY LIGHTLY SPRAYING EXPOSED SOIL
SURFACE WITH WATER. DO NOT OVERWATER.
6. FUELING AND/OR REPAIR OF CONSTRUCTION EQUIPMENT SHALL BE RESTRICTED
TO AN AREA WHERE SPILL CAN BE CONTROLLED AND CLEANED UP.
7. THE EROSION CONTROL PLAN ILLUSTRATES CONCEPTUAL EROSION CONTROL
MEASURES TO BE IMPLEMENTED DURING CONSTRUCTION AND PRIOR TO THE
COMMENCEMENT OF ANY GROUND DISTURBANCE, INCLUDING DEMOLITION WORK.
THE CONTRACTOR SHALL CREATE WORK-SPECIFIC EROSION CONTROL PLAN TO
PREVENT EROSION FROM CONSTRUCTION ACTIVITIES AND PREVENT POLLUTION
INTO STATE WATERS.
8. THE CONTRACTOR SHALL INSTALL DRAIN INLET PROTECTION TO ALL INLETS IN THE
VICINITY THAT MAY BE AFFECTED BY CONSTRUCTION RUNOFF PRIOR TO THE
COMMENCEMENT OF CONSTRUCTION WORK.
9. THE CONTRACTOR SHALL COORDINATE STAGING AREAS WITH THE COR. THE
CONTRACTOR SHALL PROVIDE A CONSTRUCTION INGRESS/EGRESS TO HIS
STAGING AREA.
10. EXPOSED TRENCHED AREAS SHALL BE PROTECTED FROM RUNOFF AND WIND
EROSION WITH STEEL PLATE COVERS UNTIL REPAVING CAN BE ACCOMPLISHED.
11. DRAIN INLET PROTECTION SHALL BE MONITORED PERIODICALLY AND/OR AFTER
SIGNIFICANT RAINFALL EVENTS 0.25 INCHES OR GREATER FOR STRUCTURAL
INTEGRITY AND SEDIMENT BUILD-UP. DAMAGE OR IMPROPERLY FUNCTIONING
FILTERS SHALL BE REPLACED (PAID FOR BY THE CONTRACTOR) AND SEDIMENT
ACCUMULATION SHALL BE REMOVED. AFTER EARTHWORK OPERATIONS EXISTING
CATCH BASINS AND DRAIN MANHOLES SURROUNDING THE PROJECT SITE SHALL BE
INSPECTED AND ACCUMULATED SEDIMENT SHALL BE REMOVED. FLUSHING INTO
THE CATCH BASINS AND DRAIN MANHOLES ARE PROHIBITED.
12. THE FINAL LIFT OF EACH DAY'S WORK SHALL BE COMPACTED TO PREVENT EROSION
OF FILL MATERIAL.
13. CONTRACTOR SHALL ENSURE ROADWAYS WILL BE PROTECTED FROM MUD, DIRT,
AND DEBRIS.
14. ALL BEST MANAGEMENT PRACTICES (BMPS) SHALL NOT BE REMOVED UNTIL
PROJECT COMPLETION.
15. WASTEWATER FROM WASHDOWNS OF CONSTRUCTION EQUIPMENT, VEHICLES, AND
CONCRETE TRUCK DRUMS SHALL NOT BE DISCHARGED INTO DRAINAGE SYSTEMS
OR STATE WATERS.
16. THE CONTRACTOR SHALL ENSURE THAT ALL TIRES OF CONSTRUCTION VEHICLES
ARE SUFFICIENTLY CLEANED OFF SO THAT DIRT OR DEBRIS IS NOT TRACKED OFF
THE CONSTRUCTION SITE. WASHING OFF TIRES WITH WATER WILL NOT BE
ACCEPTABLE UNLESS THE RUNOFF IS CONTAINED AND DOES NOT ENTER THE
STORM DRAIN SYSTEM.
17. AT THE CONCLUSION OF ALL PROJECT WORK, ALL BEST MANAGEMENT PRACTICES
SHALL BE REMOVED AND THE AREA SHALL BE RESTORED TO ITS ORIGINAL
CONDITION, OR BETTER, UPON ACCEPTANCE OF THE PROJECT BY THE
CONTRACTING OFFICER.
18. ALL DISTURBED AREAS SHALL RECEIVE TEMPORARY STABILIZATION WITHIN 14
CALENDAR DAYS OF INITIAL DISTURBANCE.
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .