PN96540_DESIGN COMPLETE_DWG_Part1.pdf
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- Solicitation number
- W9128A22R0019
About this file
This solicitation announcement is for a construction project to build a Child Development Center at Aliamanu Military Reservation in Oahu, Hawaii. The project scope includes the development center building with learning and activity areas, administrative spaces, kitchen, laundry, storage, and outdoor play areas. Supporting facilities such as site work, utilities, parking, lighting, drainage, and landscaping are also required. Work will be performed over 1,048 calendar days with a project budget between $50-100 million. The solicitation is being issued via a Lowest Price Technically Acceptable request for proposal. Proposals will be evaluated on experience, past performance, technical approach, and price, with award going to the best valued offer. The Department of the Army Corps of Engineers Engineering District Honolulu is the issuing agency. An organized site visit will be held on July 6, 2022.
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PROJECT
LOCATION
LOCATION MAP
VICINITY MAP
This project was designed by the Honolulu District of the U.S. Army Corps of Engineers. The initials or signatures and registration designations of individuals appear on these project documents within the scope of their employment as required by ER 111-1-8152.
Approved by: ___________________________________________ Chief, Regional Engineering Center
Approved by: ____________________________________________ Chief, Engineering and Construction Division
US Army Corps of Engineers ®
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DESIGN COMPLETE
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HONOLULU DISTRICT, BUILDING 230
FY21 PN96540 CHILD DEVELOPMENT CENTER
06 MAY 2022
ALIAMANU MILITARY RESERVATION, OAHU, HAWAII
NORTH
NORTH
OPTION DESCRIPTIONS
PROJECT INCLUDES FOLLOWING OPTION ITEMS
OPTION 1. REMOVE EXISTING BANYAN TREE AND REVISE PARKING LOT LAYOUT. OPTION 1 DRAWINGS HAVE 'A' IN DRAWING NAMES. SEE CIVIL, LANDSCAPING, STRUCTURAL, ARCHITECTURAL, ELECTRICAL AND TELECOMMUNICATION DRAWINGS.
OPTION 2. ADD ROOF DORMERS. SEE STRUCTURAL AND ARCHITECTURAL DRAWINGS.
OPTION 3. ADD RETAINING WALL PATTERNS. SEE ARCHITECTURAL DRAWINGS. USE THE FOLLOWING SUB OPTIONS.
OPTIONS 3a. RETAINING WALL PATTERN FOR BASE SITE PLAN OPTIONS 3b. RETAINING WALL PATTERN FOR OPTION 1 SITE PLAN
US Army Corps of Engineers ®
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DESIGN COMPLETE
SHEET I.D. SHEET TITLE REVISION
GENERAL
G-001 COVER SHEET
G-002 SHEET INDEX
SHEET COUNT: 2
CIVIL
V-001 EXISTING CONDITIONS
BJ001 BORING LOCATION PLAN
BJ002 BORING LOGS - 1
BJ003 BORING LOGS - 2
BJ004 BORING LOGS - 3
BJ005 BORING LOGS - 4
BJ006 BORING LOGS - 5
C-001 NOTES
C-002 NOTES, LEGEND AND ABBREVIATIONS
C-003 EROSION CONTROL PLAN
C-004 EROSION CONTROL DETAILS
C-005 EROSION CONTROL NOTES
C-006 HAUL ROUTE AND COSA
CD101 DEMOLITION PLAN
CS101 OVERALL SITE PLAN
CS102 SITE PLAN - 1
CS102A SITE PLAN - 1, BID OPTION
CS103 SITE PLAN - 2
CS501 SITE DETAILS - 1
CS502 SITE DETAILS - 2
CS503 SITE DETAILS - 3
CP101 SIGNING AND STRIPING PLAN
CP101A SIGNING AND STRIPING PLAN, OPTION
CP501 SIGNING AND STRIPING DETAILS - 1
CP502 SIGNING AND STRIPING DETAILS - 2
CG101 OVERALL GRADING PLAN
CG102 GRADING PLAN - 1
CG102A GRADING PLAN - 1, OPTION
CG103 GRADING PLAN - 2
CG104 GRADING DETAILS - 1
CG105 GRADING DETAILS - 2
CG106 GRADING DETAILS - 3
CG201 WALL A PROFILES
CG201A WALL A PROFILES, OPTION
CG202 WALL B PROFILES
CG203 SITE SECTIONS - 1
CG203A SITE SECTION - 1, OPTION
CG204 SITE SECTIONS - 2
CG205 SITE SECTIONS - 3
CG206 SITE SECTIONS - 4
CU101 OVERALL UTILITY PLAN
CU102 UTILITY PLAN - 1
CU103 UTILITY PLAN - 2
CU104 DRAIN LINE PLAN - 1
CU104A DRAIN LINE PLAN - 1, OPTION
CU105 DRAIN LINE PLAN - 2
CU201 UTILITY PROFILE - 1
CU202 UTILITY PROFILE - 2
CU203 UTILITY PROFILE - 3
CU204 UTILITY PROFILE - 4
CU205 UTILITY PROFILE - 5
CU206 UTILITY PROFILE - 6
CU207 UTILITY PROFILE - 7
CU208 UTILITY PROFILE - 8
CU501 TRENCH AND WATER DETAILS
CU502 WATER DETAILS - 1
CU503 WATER DETAILS - 2
CU504 WATER DETAILS - 3
CU505 SEWER DETAILS - 1
CU506 SEWER DETAILS - 2
CU507 DRAIN DETAILS - 1
CU508 DRAIN DETAILS - 2
CU509 DRAIN DETAILS - 3
CU510 DRAIN DETAILS - 4
SHEET COUNT: 64
LANDSCAPE
LD101 TREE DISPOSITION PLAN
L-001 LANDSCAPE SCHEDULE & NOTES
L-001A LANDSCAPE SCHEDULE & NOTES (OPTION)
L-002 IRRIGATION SCHEDULE & NOTES
L-002A IRRIGATION SCHEDULE & NOTES (OPTION)
L-003 IRRIGATION WATERING SCHEDULE & NOTES
L-003A IRRIGATION WATERING SCHEDULE & NOTES (OPTION)
L-101 OVERALL LANDSCAPE SITE PLAN
L-101A OVERALL LANDSCAPE SITE PLAN (OPTION)
L-102 LANDSCAPE SITE PLAN - 1
L-102A LANDSCAPE SITE PLAN - 1 (OPTION)
L-103 LANDSCAPE SITE PLAN - 2
L-104 IRRIGATION SITE PLAN - 1
L-104A IRRIGATION SITE PLAN - 1 (OPTION)
L-105 IRRIGATION SITE PLAN - 2
L-401 PLAYGROUND A PLAN
L-402 PLAYGROUND B PLAN
L-403 PLAYGROUND C PLAN
L-501 PLANTING DETAILS
L-502 LANDSCAPE DETAILS
L-503 PLAYGROUND A DETAILS
L-504 PLAYGROUND B DETAILS
L-505 PLAYGROUND C DETAILS
L-506 IRRIGATION DETAILS
L-507 IRRIGATION DETAILS
L-508 IRRIGATION DETAILS
L-509 IRRIGATION DETAILS
L-901 PLAYGROUND A 3D RENDERS
L-902 PLAYGROUND B 3D RENDERS
L-903 PLAYGROUND C 3D RENDERS
SHEET COUNT: 30
SHEET I.D. SHEET TITLE REVISION
STRUCTURAL
S-001 GENERAL STRUCTURAL NOTES
S-002 GENERAL STRUCTURAL NOTES
S-101 STRUCTURAL SITE PLAN WITH AT/FP
S-101A STRUCTURAL SITE PLAN WITH AT/FP
S-102 OVERALL FOUNDATION / SLAB PLAN
S-103 OVERALL ROOF FRAMING PLAN
S-104 FOUNDATION PLAN - AREA A & B
S-105 FOUNDATION PLAN - AREA C, D, & E
S-106 ROOF FRAMING PLAN - AREA A & B
S-107 ROOF FRAMING PLAN - AREA C, D, & E
S-201 STRUCTURAL ELEVATIONS
S-202 STRUCTURAL ELEVATIONS
S-301 BUILDING SECTIONS
S-302 BUILDING SECTIONS
S-304 SITE WALL SECTIONS
S-304A SITE WALL SECTIONS
S-305 RETAINING WALL ELEVATIONS
S-305A RETAINING WALL ELEVATIONS
S-306 RETAINING WALL ELEVATIONS
S-501 SECTIONS AND DETAILS
S-502 SECTIONS AND DETAILS
S-503 SECTIONS AND DETAILS
S-504 SECTIONS AND DETAILS
S-505 SECTIONS AND DETAILS
S-506 SECTIONS AND DETAILS
S-507 SECTIONS AND DETAILS
S-508 SECTIONS AND DETAILS
S-509 SECTIONS AND DETAILS
S-601 TYPICAL FOUNDATION DETAILS
S-602 TYPICAL SLAB-ON-GRADE DETAILS
S-603 TYPICAL CMU DETAILS
S-604 TYPICAL STRUCTURAL STEEL AND METAL DECK DETAILS
S-605 TYPICAL STEEL TRUSS DETAILS
S-606 TYPICAL RETAINING WALL DETAILS
S-607 TYPICAL RETAINING WALL SCHEDULE
S-608 TYPICAL RETAINING WALL SCHEDULE
S-611 TYPICAL RETAINING WALL SCHEDULE
S-612 TYPICAL RETAINING WALL DETAILS
S-613 RETAINING WALL PLANS AND SECTIONS
SHEET COUNT: 39
SHEET I.D. SHEET TITLE REVISION
ARCHITECTURAL
A-001 GENERAL NOTES, SYMBOLS AND ABBREVIATIONS
A-002 OVERALL SITE PLAN
A-002A OVERALL SITE PLAN (OPTION)
A-101 OVERALL FLOOR PLAN
A-102 PARTIAL FLOOR PLAN - AREA A
A-103 PARTIAL FLOOR PLAN - AREA B
A-104 PARTIAL FLOOR PLAN - AREA C
A-105 PARTIAL FLOOR PLAN - AREA D
A-106 PARTIAL FLOOR PLAN - AREA E
A-107 PARTIAL FLOOR PLAN - AREA F
A-108 PARTIAL FLOOR PLAN - AREA G
A-109 PARTIAL FLOOR PLAN - AREA H
A-110 PARTIAL FLOOR PLAN - AREA J
A-121 OVERALL REFLECTED CEILING PLAN
A-122 PARTIAL RCP - AREA A
A-123 PARTIAL RCP - AREA B
A-124 PARTIAL RCP - AREA C
A-125 PARTIAL RCP - AREA D
A-126 PARTIAL RCP - AREA E
A-127 PARTIAL RCP - AREA F
A-128 PARTIAL RCP - AREA G
A-129 PARTIAL RCP - AREA H
A-130 PARTIAL RCP - AREA J
A-141 OVERALL ROOF PLAN
A-142 OVERALL ROOF PLAN (OPTION)
A-201 EAST AND WEST EXTERIOR ELEVATIONS
A-202 NORTH AND SOUTH EXTERIOR ELEVATIONS
A-301 BUILDING SECTIONS
A-302 BUILDING SECTIONS
A-311 TYPICAL WALL SECTIONS
A-312 TYPICAL WALL SECTIONS (OPTION)
A-401 ENLARGED TOILET PLANS & ELEVATIONS
A-402 ENLARGED TOILET PLANS & ELEVATIONS
A-403 ENLARGED TOILET PLANS & ELEVATIONS
A-404 TOILET PARTITION ELEVATION DETAILS
A-411 INTERIOR ELEVATIONS
A-412 INTERIOR ELEVATIONS
A-413 INTERIOR ELEVATIONS
A-414 INTERIOR ELEVATIONS
A-415 INTERIOR ELEVATIONS
A-416 INTERIOR ELEVATIONS
A-417 INTERIOR ELEVATIONS
A-501 DETAILS - ROOF
A-502 DETAILS - ROOF
A-503 ENTRY CANOPY PLANS, ELEVATIONS, & SECTIONS
A-504 TRASH / RECYCLABLE PLAN, EXTERIOR ELEVATIONS & SECTION
A-505 DETAILS - EXTERIOR
A-511 PARTITION TYPES SCHEDULE
A-512 DETAILS - INTERIOR
A-513 DETAILS - INTERIOR
A-514 DETAILS - CEILING
A-521 DETAILS - DIAPER CHANGING STATION
A-522 DETAILS - RECEPTION DESK
A-523 DETAILS - CASEWORK
A-601 DOOR SCHEDULE & TYPES
A-602 DOOR DETAILS
A-603 DOOR DETAILS
A-611 WINDOW SCHEDULE, TYPES & DETAILS
AF701 INTERIOR ROOM FINISH SCHEDULE
AF702 FINISH MATERIAL SCHEDULE
AF703 OVERALL INTERIOR FLOOR FINISH & FF&E PLAN
AG701 OVERALL SIGNAGE PLAN
AG702 SIGNAGE SCHEDULE
AG703 SIGNAGE DETAILS
AJ701 OVERALL FLOOR PLAN - AIR BARRIER
AJ702 BUILDING SECTIONS - AIR BARRIER
SHEET COUNT: 66
KITCHEN EQUIPMENT
IF001 KITCHEN EQUIPMENT NOTES & LEGENDS
IF101 PARTIAL KITCHEN EQUIPMENT PLAN & EQUIPMENT SCHEDULE
IF102 PARTIAL KITCHEN EQUIPMENT ELECTRICAL PLAN & SCHEDULE
IF103 PARTIAL KITCHEN EQUIPMENT MECHNIICAL PLAN & SCHEDULE
IF104 KITCHEN EQUIPMENT BUILDING WORK & REFRIGERATION PLAN
IF301 KITCHEN EQUIPMENT ELEVATIONS & SECTIONS
IF302 KITCHEN EQUIPMENT ELEVATIONS & SECTIONS
IF501 KITCHEN EQUIPMENT BUILDING WORK DETAILS - 1
IF502 KITCHEN EQUIPMENT BUILDING WORK DETAILS - 2
IF503 KITCHEN EQUIPMENT BUILDING WORK DETAILS
IF504 KITCHEN EQUIPMENT WALK-IN DETAILS
IF601 KITCHEN EQUIPMENT HOOD FIRE SUPPRESSION DIAGRAM & NOTES
SHEET COUNT: 12
SHEET I.D. SHEET TITLE REVISION
FIRE PROTECTION
F-001 BUILDING CODE SUMMARY
F-002 CODE COMPLIANCE SITE PLAN
F-003 FIRE PROTECTION NOTES, SYMBOLS AND ABBREVIATIONS
F-101 FLOOR PLAN - LIFE SAFETY
FX101 FLOOR PLAN AREA AB - FIRE SPRINKLER
FX102 FLOOR PLAN AREA CF - FIRE SPRINKLER
FX103 FLOOR PLAN AREA DE - FIRE SPRINKLER
FX104 FLOOR PLAN AREA GHJ - FIRE SPRINKLER
FX501 FIRE SPRINKLER DETAILS
FA101 FLOOR PLAN AREA AB - FIRE ALARM/MASS NOTIFICATION
FA102 FLOOR PLAN AREA CF - FIRE ALARM/MASS NOTIFICATION
FA103 FLOOR PLAN AREA DE - FIRE ALARM/MASS NOTIFICATION
FA104 FLOOR PLAN AREA GHJ - 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
SHEET COUNT: 17
PLUMBING
P-001 PLUMBING NOTES AND LEGEND
P-101 OVERALL PLUMBING PLAN
P-102 PARTIAL PLUMBING PLAN
P-103 PARTIAL PLUMBING PLAN
P-104 PARTIAL PLUMBING PLAN
P-105 PARTIAL PLUMBING PLAN
P-106 PARTIAL PLUMBING PLAN
P-107 PARTIAL PLUMBING PLAN
P-108 PARTIAL PLUMBING PLAN
P-109 PARTIAL PLUMBING PLAN
P-110 PARTIAL PLUMBING PLAN
P-121 OVERALL CDC BUILDING PLUMBING ROOF PLAN
P-501 PLUMBING DETAILS
P-502 PLUMBING DETAILS
P-503 PLUMBING DETAILS
P-504 PLUMBING DETAILS
P-601 SANITARY PIPING DIAGRAM
P-602 SANITARY PIPING DIAGRAM
P-603 SANITARY PIPING DIAGRAM
P-604 SANITARY PIPING DIAGRAM
P-605 SANITARY PIPING DIAGRAMS
P-606 WATER PIPING DIAGRAM
P-607 WATER PIPING DIAGRAM
P-608 WATER PIPING DIAGRAM
P-609 WATER PIPING DIAGRAM
P-610 WATER PIPING DIAGRAMS
P-651 PLUMBING SCHEDULES
P-652 PLUMBING SCHEDULES
SHEET COUNT: 28
MECHANICAL
M-001 MECHANICAL NOTES AND LEGEND
M-101 OVERALL MECHANICAL PLAN
M-102 PARTIAL MECHANICAL PLAN
M-103 PARTIAL MECHANICAL PLAN
M-104 PARTIAL MECHANICAL PLAN
M-105 PARTIAL MECHANICAL PLAN
M-106 PARTIAL MECHANICAL PLAN
M-107 PARTIAL MECHANICAL PLAN
M-108 PARTIAL MECHANICAL PLAN
M-109 PARTIAL MECHANICAL PLAN
M-110 PARTIAL MECHANICAL PLAN
M-121 OVERALL CDC BUILDING MECHANICAL ROOF PLAN
M-122 DUCT AIR LEAKAGE TEST PLAN
M-301 MECHANICAL SECTIONS
M-302 MECHANICAL SECTIONS
M-501 MECHANICAL DETAILS
M-502 MECHANICAL DETAILS
M-503 MECHANICAL DETAILS
M-504 MECHANICAL DETAILS
M-601 MECHANICAL SCHEDULES
M-602 MECHANICAL SCHEDULES
M-603 MECHANICAL SCHEDULES
M-604 MECHANICAL SCHEDULES
M-605 MECHANICAL SCHEDULES
M-610 CHILLED WATER PIPING DIAGRAMS
M-611 DX SPLIT FAN COIL UNIT DIAGRAMS
M-651 DDC POINTS LIST AND SEQUENCE OF OPERATIONS
M-652 DDC POINTS LIST AND SEQUENCE OF OPERATIONS
M-653 DDC SYSTEM ARCHITECTURE
M-654 CONTROL SCHEMATIC
SHEET COUNT: 30
SHEET I.D. SHEET TITLE REVISION
ELECTRICAL
E-001 ELECTRICAL SYMBOLS
E-002 ELECTRICAL ABBREVIATIONS
E-003 GENERAL ELECTRICAL NOTES
ES101 ELECTRICAL SITE PLAN - 1
ES101A ELECTRICAL SITE PLAN - OPTION A
ES102 ELECTRICAL SITE PLAN - 2
ES301 BUTTERFLY DIAGRAMS
ES501 ELECTRICAL DUCT DETAILS
EL101 LIGHTING PLAN - AREA A
EL102 LIGHTING PLAN - AREA B
EL103 LIGHTING PLAN - AREA C
EL104 LIGHTING PLAN - AREA D
EL105 LIGHTING PLAN - AREA E
EL501 LIGHTING SCHEDULE
EL502 LIGHTING DETAILS
EL601 LIGHTING CONTROL DIAGRAM
EP101 POWER PLAN - AREA A
EP102 POWER PLAN - AREA B
EP103 POWER PLAN - AREA C
EP104 POWER PLAN - AREA D
EP105 POWER PLAN - AREA E
EP106 POWER & LIGHTING PLAN - SUPPORT BUILDINGS
EP111 MECHANICAL POWER PLAN - AREA A
EP112 MECHANICAL POWER PLAN - AREA B
EP113 MECHANICAL POWER PLAN - AREA C
EP114 MECHANICAL POWER PLAN - AREA D
EP115 MECHANICAL POWER PLAN - AREA E
EP401 ENLARGED POWER PLAN - ELECTRICAL AND TELECOM ROOMS
EP501 PAD MOUNTED TRANSFORMER DETAILS
EP502 ELECTRICAL HH 4'x6' DETAIL
EP503 ELECTRICAL HANDHOLE & LIFT STATION PEDESTAL DETAILS
EP504 PAD MOUNTED SWITCH DETAILS
EP505 DISCONNECT STAND DETAIL
EP506 DIESEL GENERATOR DETAIL
EP601 ONE LINE DIAGRAM - 1
EP602 ONE LINE DIAGRAM - 2
EP611 PANEL SCHEDULES - 1
EP612 PANEL SCHEDULES - 2
EP613 PANEL SCHEDULES - 3
EP614 PANEL SCHEDULES - 4
EY001 SYSTEMS NOTES AND SUPPLEMENTAL LEGEND
EY101 SYSTEMS PLAN - AREA A
EY102 SYSTEMS PLAN - AREA B
EY103 SYSTEMS PLAN - AREA C
EY104 SYSTEMS PLAN - AREA D
EY105 SYSTEMS PLAN - AREA E
EY501 INTERCOM SYSTEM DETAILS & SYSTEM CONFIGURATION SCHEDULE
EY502 CLOSED CIRCUIT TELEVISION (CCTV) INFRASTRUCTURE DETAILS
EY601 CLOSED-CIRCUIT TELEVISION (CCTV) AND INTERCOM
INFRASTRUCTURE RISER DIAGRAM
SHEET COUNT: 49
TELECOMMUNICATIONS
T-001 TELECOMMUNICATIONS SYMBOLS, LEGEND, AND ABBREVIATIONS
T-002 TELECOMMUNICATIONS GENERAL NOTES
TD101 DEMOLITION TELECOM SITE PLAN
TS101 TELECOMMUNICATION SITE PLAN - 1
TS101A TELECOM SITE PLAN - OPTION A
T-101 TELECOM PLAN - AREA A
T-102 TELECOM PLAN - AREA B
T-103 TELECOM PLAN - AREA C
T-104 TELECOM PLAN - AREA D
T-105 TELECOM PLAN - AREA E
T-401 ENLARGED TELECOMMUNICATIONS PLANS
T-501 TELECOMMUNICATIONS DETAILS - 1
T-502 TELECOMMUNICATIONS DETAILS - 2
T-503 TELECOMMUNICATIONS DETAILS - 3
T-504 TELECOMMUNICATIONS DETAILS - 4
T-505 TELECOMMUNICATIONS DETAILS - 5
T-506 TELECOMMUNICATIONS DETAILS - 6
T-507 TELECOMMUNICATIONS DETAILS - 7
T-508 TELECOMMUNICATIONS DETAILS - 8
T-509 TELECOMMUNICATIONS DETAILS - 9
T-601 TELECOMMUNICATIONS RISER DIAGRAM
T-602 TELECOMMUNICATIONS GROUNDING DIAGRAM
T-603 CATV RISER DIAGRAM
SHEET COUNT: 23
TOTAL SHEET COUNT: 360
INDEX OF DRAWINGS
E
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139° 59' 16.89"
255.854
140° 13' 03.68"
381.639
US Army Corps of Engineers ®
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V-001
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A1
EXISTING CONDITIONS
SCALE: 1"=40'
80'0 40'
SCALE : 1"=40'
EXIST. FENCE
STREET MONUMENT
BRASS PIN
N:72,423.76
E:1,671,966.96
ELEV: 299.82
H A
L A
W
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E
W
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O O
P
SASSAFRAS DRIVE
P
L
EXIST. FENCE
STREET MONUMENT TO STA. 13
STA. 13
"Y" CUT
N:72,717.04
E:1,671,722.76
ELEV: 263.74
STA. 19
MAG NAIL
N:72,980.66
E:1,671,612.40
ELEV: 241.96
STA. 21
MAG NAIL
N:73,114.43
E:1,671,815.96
ELEV: 252.38
STA. 14
IRON PIN
N:72,918.47
E:1,671,980.46
ELEV: 280.40
S
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BJ001
B O
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BORING LOCATION PLAN
SCALE: 1"=40'
80'0 40'
SCALE : 1"=40'
SASSAFRAS DRIVE
PLAN NORTH
B1
B3
B2
B5/P2
B4/P1
B6/P3
B9
B8
B7
B10
B11
B12
GENERAL NOTES:
1. CLASSIFICATION OF SOILS, AS SHOWN ON THE BORING AND TEST PIT LOGS, ARE IN ACCORDANCE WITH
UNIFIED SOIL CLASSIFICATION SYSTEM (USCS).
2. BORING AND TEST PIT LOGS AND LOCATIONS ARE EXTRACTED FROM A GEOTECHNICAL REPORT ENTITLED:
GEOTECHNICAL INVESTIGATION
CHILD DEVELOPMENT CENTER
ALIAMANU MILITARY RESERVATION
HONOLULU, HAWAII
DATED JUNE 29, 2020
PERFORMED BY HIRATA & ASSOCIATES, INC
3. BORING LOGS ARE SHOWN ON SHEETS BJ002 TO BJ006. THE DATA REPRESENTS THE BEST SUBSURFACE
INFORMATION AVAILABLE. THE BORING LOGS DEPICT THE SUBSURFACE CONDITIONS ENCOUNTERED ONLY AT
THE SPECIFIC LOCATION AND AT THE TIME OF THE FIELD EXPLORATION INDICATED. VARIATIONS OF
SUBSURFACE CONDITIONS FROM THOSE DEPICTED IN THE LOGS MAY OCCUR BETWEEN AND BEYOND THE
BORINGS.
4. THE PENETRATION RESISTANCE SHOWN ON THE BORING LOGS IS SPECIFIC TO THEY TYPE OF SAMPLER
INDICATED. UNLESS AN SPT SAMPLER IS INDICATED ON THE LOGS, THE BLOW COUNTS ARE NOT STANDARD
PENETRATION TEST (SPT) BLOW COUNTS.
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BJ002
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BJ003
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BJ004
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BJ005
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BJ006
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C-001
N O
T E
S
CIVIL NOTES:
1. THE EXISTING TOPOGRAPHY AND LOCATIONS OF EXISTING STRUCTURES, UTILITIES, AND SITE
FEATURES AS SHOWN ON THE DRAWINGS ARE BASED ON A TOPOGRAPHIC SURVEY PERFORMED
BY CONTROL POINT SURVEY IN APRIL 2020 AND AVAILABLE RECORD DRAWINGS AND ARE NOT
GUARANTEED.
2. UNLESS OTHERWISE NOTED, OFFSET DIMENSIONS FROM THE BUILDING INDICATED ARE FROM THE
OUTSIDE FACE OF WALL. BUILDING LOCATIONS ARE WITH RESPECT TO OUTER WALL LINES.
3. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM DPW PRIOR TO START OF ANY
EXCAVATION OR GRADING ACTIVITIES.
4. THE CONTRACTOR SHALL TONE AND PHYSICALLY VERIFY ALL CROSSINGS OF EXISTING UTILITIES
PRIOR TO COMMENCING CONSTRUCTION. THE CONTRACTOR SHALL ALSO VERIFY AND CHECK ALL
PERTINENT ELEVATION, LOCATION, AND DETAIL DIMENSIONS NOTED ON THE DRAWINGS PRIOR TO
PIPELINE UTILITY INSTALLATION. ANY DISCREPANCY WITH PLAN ARRANGEMENTS SHALL BE
IMMEDIATELY BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER OR THEIR
DESIGNATED REPRESENTATIVE FOR CLARIFICATION.
5. EXISTING STRUCTURES AND TREES NOT INDICATED ON THE PLANS FOR REMOVAL SHALL BE
PRESERVED. IF ANY SUCH STRUCTURES OR TREES OBSTRUCT CONSTRUCTION OPERATIONS, THE
CONTRACTING OFFICER OR THEIR DESIGNATED REPRESENTATIVE SHALL BE NOTIFIED BEFORE
PROCEEDING.
6. UTILITY SERVICES SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION. CONNECTION TO
UTILITIES SHALL BE DONE WITH THE MINIMUM AMOUNT OF DISRUPTION AND SHALL BE
COORDINATED WITH THE CONTRACTING OFFICER AND DPW. CONNECTION TO SANITARY SEWER
SYSTEMS SHALL BE COORDINATED WITH AQUA ENGINEERS.
7. ALL SERVICE CONNECTION OPERATIONS SHALL BE COORDINATED WITH THE CONTRACTING
OFFICER OR THEIR DESIGNATED REPRESENTATIVE. PRIOR TO COMMENCING WORK ON THE NEW
UTILITY LINES, THE CONTRACTOR SHALL:
A. EXCAVATE BY HAND OR CAREFULLY WITH MACHINERY TO VERIFY THE MATERIALS, O.D.,
LOCATION, AND DEPTH OF THE EXISTING UTILITY SERVICES AND STRUCTURES WHICH THE
NEW WORK WILL CROSS OR CONNECT TO. CARE SHALL BE EXERCISED DURING EXCAVATION
AND TRENCHING.
B. VERIFY THAT THE NEW WORK CAN BE INSTALLED AS SHOWN OR NOTIFY THE COR OF ANY
DISCREPANCIES WHICH WILL PREVENT INSTALLATION OF THE WORK AS SHOWN.
C. FOR THE NEW WATER LINE CONNECTION, ALL COMPONENTS, INCLUDING VALVES AND
RELATED ITEMS, SHALL BE ON SITE AND APPROVED PRIOR TO SCHEDULING OF UTILITY
CONNECTIONS.
8. THE CONTRACTOR SHALL TAKE THE NECESSARY PRECAUTIONS DURING CONSTRUCTION,
DEWATERING, AND EXCAVATION TO PREVENT DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR
SHALL BE HELD LIABLE IN THE EVENT OF ANY DAMAGE AND HELD RESPONSIBLE FOR THE
MAINTENANCE AND PROTECTION OF ALL EXISTING UTILITIES AND STRUCTURES SHOWN ON THE
DRAWINGS. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR THE MAINTENANCE AND
PROTECTION OF EXISTING UTILITIES AND STRUCTURES NOT SHOWN ON THE DRAWINGS BUT MADE
KNOWN TO HIM. REPAIR OF DAMAGE TO UTILITIES OR STRUCTURES NOT SHOWN ON THE
DRAWINGS SHALL BE ACCOMPLISHED BY THE CONTRACTOR IN ACCORDANCE WITH THE
SPECIFICATIONS AND WITH THE CONCURRENCE OF THE CONTRACTING OFFICER OR THEIR
DESIGNATED REPRESENTATIVE.
9. GOVERNMENT DISPOSAL AREA IS NOT AVAILABLE FOR DISPOSAL OF NON-HAZARDOUS WASTE
MATERIALS. THE CONTRACTOR SHALL DISPOSE ALL WASTE MATERIALS OUTSIDE THE
GOVERNMENT'S PROPERTY.
10. CONTRACTOR SHALL NOTIFY DPW AND AQUA ENGINEERS AT LEAST 45 DAYS PRIOR TO
CONNECTING TO OR COMMENCING WORK TO THE EXISTING WATER AND SEWER SYSTEMS.
11. PROTECT ALL EXISTING TREES NOT IDENTIFIED FOR REMOVAL DURING ALL PHASES OF
CONSTRUCTION. ANY TREE DAMAGED BY CONTRACTOR'S OPERATIONS SHALL BE REPLACED WITH
A TREE OF EQUAL SIZE AND SPECIES AT NO EXPENSE TO THE GOVERNMENT.
12. CONTRACTOR'S OPERATIONS AND STORAGE AREA (COSA) SHALL BE LOCATED AS INDICATED AND
COORDINATED WITH THE COR. COSA SHALL BE RESTORED TO ITS ORIGINAL CONDITION AFTER
PROJECT COMPLETION. COSA SHALL BE FENCED, AS DIRECTED BY THE COR, WITH A SIGN POSTED
SHOWING CONTRACTOR'S NAME, POINT OF CONTACT (POC), AND PHONE NUMBER FOR POC (24
HOURS/DAY), IN CASE OF AN EMERGENCY DURING OFF-HOURS.
13. PARKING FOR CONTRACTOR VEHICLES AND CONTRACTOR EMPLOYEE VEHICLES SHALL BE LIMITED
TO THE COSA AREA. CONTRACTOR AND CONTRACTOR EMPLOYEE VEHICLES WILL NOT BE
ALLOWED TO PARK ANYWHERE ELSE WITHIN THE BOUNDARIES OF ALIAMANU MILITARY
RESERVATION OR OTHER GOVERNMENT PROPERTY.
14. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND
APPROVALS REQUIRED FOR CONSTRUCTION OF THIS PROJECT AT NO ADDITIONAL COST TO THE
GOVERNMENT.
15. THE CONTRACTOR SHALL PERFORM MISCELLANEOUS SITE AND UTILITY DEMOLITION/REMOVAL
NOT SHOWN ON THE DRAWINGS WHERE NECESSARY TO ACCOMPLISH NEW CONSTRUCTION.
16. ALL UTILITY OUTAGES SHALL BE COORDINATED WITH THE CONTRACTING OFFICERS AT LEAST 45
DAYS PRIOR TO ANY OUTAGE. THE CONTRACTOR SHALL NOT MANIPULATE ANY SWITCHING
DEVICES OR VALVES AND SHALL NOTIFY THE FIRE DEPARTMENT PRIOR TO INSTALLING
TEMPORARY VALVES TO FIRE HYDRANT. PROVIDE A BACKFLOW PREVENTER WHEN CONNECTING
TO FIRE HYDRANTS FOR TEMPORARY USAGE. CONNECTION SHALL BE VIA QUICK
CONNECT/DISCONNECT COUPLINGS.
17. WHERE EXISTING UTILITIES NOT INDICATED FOR REMOVAL ARE ENCOUNTERED, INFORM THE
CONTRACTING OFFICER FOR FURTHER DIRECTION.
1. CONTRACTOR SHALL HIRE A LICENSED CIVIL ENGINEER WITH A MIN 5 YEARS TRAFFIC
CONTROL/ENGINEERIN DESIGN EXPERIENCE TO PREPARE TRAFFIC CONTROL AND PHASING PLANS
FOR ALL PROPOSED ROAD AND/OR PARKING LOT CLOSURES.
A. TRAFFIC CONTROL PLAN SHALL BE DONE IN ACCORDANCE WITH THE "MANUAL OF UNIFORM
TRAFFIC CONTROL DEVICES, PART 6 TEMPORARY TRAFFIC CONTROL" (LATEST EDITION) AND
TRAFFIC CONTROL PLAN NOTES ABOVE.
B. FOUR (4) COPIES OF CONTRACTOR PROPOSED TRAFFIC CONTROL & PHASING PLANS SHALL BE
SUBMITTED FOR GOVERNMENT APPROVAL IN ACCORDANCE WITH SPECIFICATION SECTION 01
33 00. SUBMITTAL AND APPROVAL OF TRAFFIC CONTROL PLANS SHALL BE OBTAINED IN
SUFFICIENT TIME TO ALLOW A MINIMUM OF 30 DAYS WRITTEN NOTICE TO THE CONTRACTING
OFFICER'S REPRESENTATIVE (COR) PRIOR TO CLOSURE OF ANY EXISTING ROAD/LANE AND/OR
EXISTING AC PAVEMENT PARKING LOT IN ACCORDANCE WITH SPECIFICATION SECTION 01 33 00.
C. CONTRACTOR'S TRAFFIC ENGINEER SHALL REVIEW AND APPROVE THE INSTALLATION OF
TRAFFIC CONTROL DEVICES TO BE USED FOR ROAD CLOSURE.
D. CONTRACTOR SHALL PREPARE, COORDINATE, AND OBTAIN A DPW TRAFFIC CONTROL PLAN
PERMIT PRIOR TO COMMENCING ANY ROAD/LANE CLOSURE ACTIVITIES ON THE INSTALLATION.
APPROVAL OF PROPOSED ROAD/LANE AND/OR PKG LOT CLOSURES SHALL BE OBTAINED FROM
DPW MASTER PLANNER AND OAHU BASE SUPPORT BTW (OBSB).
2. TRAFFIC CONTROL PLAN SHALL ENSURE THAT VEHICULAR AND PEDESTRIAN ACCESS IS
MAINTAINED AT ALL TIMES TO ALL EXISTING BUILDINGS.
3. ROAD/PARKING LOT CLOSURE REQUIREMENTS:
A. ONLY ONE SECTION OF ROADWAY SHALL BE ALLOWED TO BE CLOSED OFF AT ONE TIME FOR
PARKING LOT CONSTRUCTION WORK. (PROPOSED DETOUR ROUTES FOR ALL RD CLOSURES
SHALL BE SUBMITTED WITH THE CONTRACTOR'S TRAFFIC CONTROL PLAN. BOTH PLANS SHALL
BE APPROVED BY THE CONTRACTING OFFICER).
B. FOR ALL UTILITY AND OTHER WORK AFFECTING EXISTING ROADS (NOT OTHERWISE AFFECTED
BY CONSTRUCTION WORK): NO MORE THAN ONE BLOCK OF ROADWAY SHALL BE BLOCKED OFF
AT ONE TIME AND ONE LANE OF TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. FLAGMEN SHALL
BE USED, AS REQUIRED, TO DIRECT TRAFFIC AROUND THE WORK SITE.
C. ALL ROADS AND PARKING LOTS REQUIRING CLOSURE TO FACILITATE CONSTRUCTION
OPERATIONS SHALL BE REOPENED AT THE END OF EACH WORK DAY.
4. THE CONTRACTOR SHALL OBTAIN ALL THE REQUIRED APPROVALS PRIOR TO START OF
CONSTRUCTION.
5. CONTRACTOR SHALL PROVIDE THE APPROPRIATE NUMBER OF FLAGMEN, EQUIPPED WITH THE
PROPER SAFETY CLOTHING, EQUIPMENT, AND/OR COMMUNICATION DEVICES TO CONDUCT,
CONTROL, AND MANAGE THE TRAFFIC ENTERING CONTRACTOR WORK SITE.
6. CONTRACTOR SHALL PROVIDE THE APPROPRIATE NUMBER OF ROAD SIGNS, I.E., ROAD CLOSED, DETOUR SIGNS, INFORMATION SIGNS OF UPCOMING AND/OR DURATION OF ROAD/LANE CLOSURE
SIGNS TO PROPERLY ADVISE AND REROUTE THE INCOMING TRAFFIC AWAY FROM THE
CONSTRUCTION SITE AND ALLOW FOR LOCAL TRAFFIC SERVICE INTO THE CONSTRUCTION AREAS.
7. CLOSURE OF MAJOR ROADWAYS, INTERSECTIONS, AND BASE ENTRANCES WILL REQUIRE THE
CONTRACTOR TO PROVIDE SEVERAL ELECTRONIC MESSAGE BOARDS SURROUNDING THE
CONSTRUCTION SITE AND SIGNS POSTED A MINIMUM OF 30 DAYS IN ADVANCE OF THE CLOSURE
WORK.
8. IN THE EVENT THE REQUESTED LANE/ROAD CLOSURE NEEDS TO BE EXTENDED DUE TO
UNFORESEEN WORK, ADVERSE WEATHER, ETC., THE CONTRACTOR SHALL SUBMIT IN WRITING A
MINIMUM TWO (2) WEEKS PRIOR TO THE PERMIT EXPIRATION DATE TO SEEK A PERMIT EXTENSION
FROM DPW TRAFFIC ENGINEER, KENNETH NAKASHIMA, (808)656-1965.
9. TRAFFIC CONTROL PERMIT SHALL BE RENEWED ONE YEAR FROM THE START DATE OF THE
PERFORMANCE PERIOD (POP), AND ANNUALLY THEREAFTER.
10. CONTRACTOR TRAFFIC CONTROL PROCEDURES SHALL INCORPORATE THE FOLLOWING:
A. A MINIMUM ROADWAY WIDTH OF 10 FEET SHALL BE OPEN AT ALL TIMES.
B. AT THE END OF EACH DAY'S WORK OR AS SOON AS THE WORK IS COMPLETED, THE
CONTRACTOR SHALL REMOVE ALL TRAFFIC CONTROL DEVICES NO LONGER NEEDED TO PERMIT
FREE AND SAFE PASSAGE OF PUBLIC TRAFFIC.
C. PROVIDE ADEQUATE, SAFE, NONSKID BRIDGING MATERIAL OVER TRENCHES IN PAVEMENT
AREAS TO HANDLE HS20-44 VEHICULAR TRAFFIC.
D. SAFE PEDESTRAIN TRAFFIC SHALL BE MAINTAINED AT ALL TIMES DURING THE CONSTRUCTION
PERIOD.
E. TRAFFIC CONTROL PLAN SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF MUTCD.
TRAFFIC CONTROL NOTES:
SEWER NOTES
1. FOR NEW AND EXISTING SEWER SYSTEMS OWNED BY THE ARMY, SEE SPECIFICATIONS AND THE BELOW
NOTES FOR AQUA ENGINEER SEWER SYSTEM REQUIREMENTS.
A. ALL SEWER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH AQUA ENGINEERS, INC.
COLLECTION SYSTEM DESIGN AND CONSTRUCTION PROTOCOL, DATED JANUARY 2009, AQUA'S
IN-PLACE ABANDONMENT PROCEDURES, DATED AUGUST 2018, THE CITY AND COUNTY OF
HONOLULU'S STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, DATED SEPTEMBER
1986, STANDARD DETAILS FOR PUBLIC WORKS CONSTRUCTION, DATED SEPTEMBER 1984, AND
DESIGN STANDARDS OF THE DEPARTMENT OF WASTEWATER MANAGEMENT, VOLUME 1, DATED
JULY 1993.
B. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE AQUA ENGINEERS , INC. EMERGENCY PHONE
LINE AT (808) 685-7347 OF ANY WASTEWATER SPILLS. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR ANY SEWAGE SPILLS CAUSED DURING CONSTRUCTION AND SHALL PAY FOR ANY COSTS
AND/OR FINES ASSOCIATED WITH ANY SEWAGE SPILL RESULTING FROM THE WORK AT NO COST TO
THE ARMY OR AQUA. CONTRACTOR SHALL REMEDIATE ANY SEWAGE SPILLS AS SOON AS POSSIBLE.
C. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING CONTINUOUS SEWER SERVICE TO ALL
AFFECTED AREAS DURING CONSTRUCTION.
D. CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ALL WORK, INCLUDING OVERSIGHTS, DAMAGES, SPILLS, ERRORS, OR OMISSIONS CAUSED BY THE CONTRACTOR OR ANY OF ITS
SUBCONTRACTORS.
E. THE CONTRACTOR SHALL SUBMIT THE SEWER CONNECTION PERMIT (SCP) DURING CONSTRUCTION
TO AQUA ENGINEERS PRIOR TO ANY SEWER CONNECTIONS BEING MADE AND PLACED INTO
SERVICE.
F. CONTRACTOR SHALL SUBMIT A COMPLETED INSPECTION REQUEST (IR) FORM TO AQUA ENGINEERS
A MINIMUM OF 3 WORKING DAYS IN ADVANCE OF THE REQUESTED INSPECTION DATE.
G. ALL PERMITS, REQUESTS FOR INSPECTION, AND ANY OTHER SUBMITTALS SHALL BE SUBMITTED TO
PROJECTSERVICES@AQUAENGINEERS.COM
2. FOR EXISTING SEWER SYSTEMS THAT ARE OWNED BY THE NAVY, SEE BELOW NOTES FOR NAVAL
FACILITIES ENGINEERING COMMAND (NAVFAC) SEWER SYSTEM REQUIREMENTS.
A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING AND MAINTAINING ANY INCIDENTAL
SEWAGE BYPASS PUMPING OR DIVERSION WORK THAT WILL BE REQUIRED TO ACCOMPLISH THE
CONSTRUCTION WORK.
B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TEMPORARY POWER
AS NECESSARY TO MAINTAIN NORMAL LIFT STATION OPERATIONS.
C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ANY GOVERNMENT UTILITY SYSTEM
RESULTING FROM CONSTRUCTION OPERATIONS; ANY DAMAGE SHALL BE REPORTED IMMEDIATELY
TO THE CONTRACTING OFFICER OR APPROPRIATE GOVERNMENT REPRESENTATIVE. ANY SEWER
REPAIR PERFORMED BY THE CONTRACTOR SHALL BE INSPECTED BY THE NAVFAC HAWAII PW64 LINE
SECTION INSPECTOR PRIOR TO BACKFILLING.
D. THE CONTRACTOR WILL BE RESPONSIBLE FOR REGULATORY FINES OR PENALTIES THAT MAY BE
IMPOSED BY ENVIRONMENTAL REGULATORY AGENCIES (EPA AND/OR STATE DOH) IN THE EVENT OF
SEWAGE OVERFLOW OR SPILL RESULTING FROM CONSTRUCTION OPERATIONS.
E. THE CONTRACTOR SHALL REIMBURSE THE GOVERNMENT FOR ANY EMERGENCY RESPONSE
EFFORT THAT MAY BE REQUIRED BY GOVERNMENT FORCES TO MITIGATE THE ADVERSE EFFECTS
OF ANY SEWAGE OVERFLOW OR SPILL RESULTING FROM THE CONTRACTOR’S OPERATIONS.
F. ANY SEWER MANHOLE TO BE ABANDONED SHALL HAVE ITS CONE SECTION REMOVED AND
DISPOSED OF, PIPE PENETRATIONS PLUGGED WITH CLASS “C” (2000 PSI) CONCRETE AND THE
REMAINING RISER STRUCTURE BACKFILLED AND COMPACTED TO FINISH GRADE.
G. CLEANOUTS ON ANY ABANDONED SERVICE LATERAL SHALL BE PLUGGED AND TERMINATED A
MINIMUM OF 12 INCHES BELOW FINISH GRADE.
H. PRIOR TO ABANDONMENT, PIPE SHALL BE FILLED WITH FLOWABLE FILL AS NOTED.
I. THE CONTRACTOR SHALL CONTACT THE SUPERVISOR OF THE NAVFAC HAWAII PW64 LINE SECTION
(PHONE: 471-9850) TO MAKE ARRANGEMENTS FOR THE GOVERNMENT TO TAKE CUSTODY OF
SALVAGEABLE SEWER MANHOLE FRAMES AND COVERS. MANHOLE FRAMES AND COVERS NOT
ACCEPTED BY THE GOVERNMENT SHALL BE DISPOSED OF BY THE CONTRACTOR.
J. THE CONTRACTOR SHALL ENSURE THAT LOOSE MATERIAL, TOOLS AND EQUIPMENT FROM
CONSTRUCTION OPERATIONS ARE APPROPRIATELY REMOVED FROM THE SEWER COLLECTION
SYSTEM. ANY DAMAGE TO DOWNSTREAM LIFT STATION EQUIPMENT RESULTING FROM NEGLIGENCE
WILL BE ASSESSED TO THE CONTRACTOR.
K. CONSTRUCTION DEWATERING INTO THE NAVY’S SEWER COLLECTION SYSTEM IS PROHIBITED.
WATER NOTES
1. SEE SPECIFICATIONS FOR DPW WATER SYSTEM REQUIREMENTS.
2. WATER LINE PROFILES ARE SHOWN ON THE DRAWINGS FOR PIPE SIZES 3" AND LARGER. WHERE
ADJUSTMENTS OF WATER LINES ARE REQUIRED TO FIT FIELD CONDITIONS, THE ADJUSTMENTS SHALL
MEET THE FOLLOWING REQUIREMENTS.
A. MINIMUM COVER OF 3 FEET AND MAXIMUM COVER OF 8 FEET.
B. MINIMUM VERTICAL SEPARATION OF 12 INCHES TO EXISTING OR NEW PIPES, CONDUITS, OR DUCT
BANKS. USE CONTROL LOW STRENGTH MATERIAL BACKFILL WATER PIPE TRENCH WHERE THERE IS
LESS THAN 12 INCHES VERTICAL SEPARATION TO EXISTING OR NEW PIPES, CONDUITS, OR DUCT
BANKS.
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DESIGN COMPLETE
C-002
N O
T E
S
L E
G E
N D
A
B B
R E
V I A
T I O
N S
SEWER
POLYVINYL CHLORIDE
VALVE BOXVB
WMH
WM
VERT.
W,WL
VERTICAL
WATER LINE
WATER METER
WATER MANHOLE
SHT.
TEL.
TYP.
SQ.
STA.
SMH
SCH
RET.
PVC
PAV'T.
SHEET
SQUARE
STATION
SEWER MANHOLE
TYPICAL
TELEPHONE
RETAINING
SCHEDULE
PAVEMENT
DET. DETAIL
ELECTRICAL MANHOLE
OUTSIDE DIAMETER
HB HOSE BIBB
OD
OC
MFR
MAX.
MIN.
MH
ID
INV.
HORIZ.
HV
MANHOLE
MANUFACTURER
MAXIMUM
ON CENTER
MINIMUM
HAND VALVE
HORIZONTAL
INSIDE DIAMETER
INVERT
GV
FF,FFE
EXIST.
FG
EMH
EL,ELEV.
E,ELEC
DWG.
DI
GATE VALVE
EXISTING
FINISH GRADE
FINISH FLOOR ELEVATION
ELECTRICAL
DRAWING
DIAMETER
DUCTILE IRON, DRAIN INLET
ELEVATION
ASPHALTIC CONCRETE
ABBREVIATIONS
CONT.
C
L
CV
CONC.
CONN.
CI
BLDG.
APPROX.
AC
CAST IRON
CONCRETE
CONTINUATION
CENTERLINE
CONNECTION
COVER
BUILDING
APPROXIMATE
T TOP
TS
BS BOTTOM OF SLAB OR SIDEWALK
FH FIRE HYDRANT
GAL. GALVANIZED
BC BOTTOM OF CURB
DMH DRAIN MANHOLE
PIV POST INDICATOR VALVE
DL DRAIN LINE
S, SAN
CB CATCH BASIN
LAT. LATERAL
MECH. MECHANICAL
DS DOWN SPOUT
EA. EACH
FT FEET
WV WATER VALVE
RPBP
ARCH. ARCHITECTURAL
STRUCT. STRUCTURAL
LP LAMP POLE
HP HIGH PRESSURE
TOP OF STEM, SLAB, OR SIDEWALK
DIA.,Ø
BFP BACKFLOW PREVENTER
COSA CONTRACTOR OPERATING AND STORAGE AREA
DPW DIRECTORATE OF PUBLIC WORKS
COR CONTRACTING OFFICER'S REPRESENTATIVE
MS4 MUNICIPAL SEPARATE
SS SANITARY SEWER
DSP DRY STANDPIPE
RSVD RESERVED
IPT IRON PIPE THREAD
TW
TOP OF WALL
EXISTING
LEGEND:
W
84.00 x
DIRECTION OF DRAINAGE
BUILDING OR STRUCTURE
WATERLINE, SIZE, AND GATE VALVE
SEWER LINE, SIZE, AND MANHOLE
CHAIN LINK FENCE
FIRE HYDRANT
DRAIN LINE, SIZE, CLEANOUT
SPOT ELEVATIONS
EDGE OF ROAD/PAV'T
CENTERLINE
CONCRETE CURB
CONTOURS
W
SAN
S6
W8
84.00
NEW
FIRE LINE, SIZE, AND GATE VALVE
GAS LINE, SIZE
F
F8
S
D
GAS
CONCRETE SIDEWALK
PRV PRESSURE RELEASE VALVE
CO,COTG CLEAN OUT, CLEAN OUT TO GRADE
BW BOTTOM OF WALL
CD CONDUIT
CMU CONCRETE MASONRY UNIT (HOLLOW TILE)
CL CHAIN LINK
D DRAIN
G GROUND
GW GUY WIRE
H HEIGHT
RPM RAISED PAVEMENT MARKER
TC TOP OF CURB
UP
UTILITY POLE / (POLE MOUNT)
SEWER LINE, STREET LIGHTSL
PE PLAIN END
EG EXISTING GRADE
SD
D18
G2
SURVEY NOTES:
1. RESTORE AND ESTABLISH ALL SURVEY MONUMENTS DISTURBED, DAMAGED, OR IMPACTED
BY DEMOLITION OR CONSTRUCTION.
2. TOPOGRAPHIC SURVEY IS BASED ON THE FOLLOWING:
3. AZIMUTHS SHOWN ON SHEET V-001 ARE MEASURED CLOCKWISE FROM THE SOUTH
4. SURVEY CONDUCTED BY:
5. LOCATION OF EXISTING MAINS AND SERVICE LATERAL LINES OR WATER, ELECTRICAL AND
COMMUNICATION SYSTEMS SHOWN IN THE SURVEY MAP ARE APPROXIMATE BASED ON BEST
AVAILABLE INFORMATION PROVIDED BY OTHERS.
6. ALL DIMENSIONS SHOWN ARE IN FEET UNLESS OTHERWISE NOTED.
HORIZONTAL PROJECTION: STATE PLANE ZONE 3 US SURVEY FT
HORIZONTAL DATUM: NAD83 (PA11)
GEODETIC VERTICAL DATUM: MSL, OAHU
BENCH MARKS:
1. SEE SHEETS V-001 FOR BENCHMARKS.
2. ALL HORIZONTAL AND VERTICAL CONTROLS FOR CONSTRUCTION SHALL BE
ESTABLISHED USING THE BENCHMARKS INDICATED ON SHEET V-001
STORM SEWER SYSTEM
REDUCED PRESSURE
BACKFLOW PREVENTER
SFM SEWER FORCE MAIN
CONTROLPOINT SURVEYING INC.
615 PIIKOI ST. SUITE 700
HONOLULU, HI, 96814
THK. THICKNESS
GRADING NOTES:
1. ALL NEW GRADES ARE FINISHED GRADES AT PAVEMENT SURFACE OR GROUND SURFACE.
2. THE LIMITS OF THE AREA TO BE GRADED SHALL BE FLAGGED BEFORE THE COMMENCEMENT
OF GRADING WORK.
3. 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 LOCAL AND FEDERAL AIR POLLUTION CONTROL STANDARDS AND REGULATIONS.
4. ALL GRADING OPERATIONS SHALL BE PERFORMED IN CONFORMANCE WITH THE APPLICABLE
PROVISIONS OF THE STATE WATER POLLUTION CONTROL AND WATER QUALITY STANDARDS.
RUNOFF FROM THE SITE SHALL BE CONTAINED WHERE PRACTICAL. EROSION CONTROL
MEASURES (I.E. SILT FENCE, COMPOST FILTER SOCK, SNAKE BAG, ROCK CHECK DAMS, ETC.)
SHALL BE INSTALLED IN THE PATH OF SURFACE WATER RUNOFF TO TRAP SEDIMENTS.
5. ALL SLOPES AND EXPOSED AREAS OUTSIDE OF THE PAVEMENT AND BUILDING AREAS SHALL
BE PLANTED IMMEDIATELY AFTER THE GRADING WORK HAS BEEN COMPLETED.
6. THE CONTRACTOR SHALL REMOVE ALL SILT AND DEBRIS DEPOSITED IN DRAINAGE AND
SEWERAGE FACILITIES, ROADWAYS, AND OTHER AREAS RESULTING FROM HIS WORK. THE
COSTS INCURRED FOR ANY NECESSARY REMEDIAL ACTION BY THE CONTRACTING OFFICER
OR THEIR DESIGNATED REPRESENTATIVE SHALL BE PAYABLE AT THE CONTRACTOR'S
EXPENSE. SOIL TRACKING ONTO INSTALLATION ROADS IS PROHIBITED. WASHING OF SOIL
INTO STORM DRAIN INLETS IS PROHIBITED AND IS A VIOLATION OF THE CLEAN WATER ACT.
7. IMPLEMENT EROSION CONTROLS AND BEST MANAGEMENT PRACTICES (BMP) PLAN PRIOR TO
STARTING SITE DEMOLITION IN ACCORDANCE WITH CONTRACTOR'S PROJECT-SPECIFIC
STORM WATER POLLUTION PREVENTION PLAN (SWPPP). SEE SHEET C-003 FOR DETAILS.
DPW TREE CUTTING NOTES:
1. PER THE USAG-HI TREE CUTTING MORATORIUM DATED 20 JANUARY, 2017 AND TO COMPLY WITH
THE ENDANGERED SPECIES ACT, THE FOLLOWING MEASURES SHALL BE IMPLEMENTED.
A. 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.
B. IF A TREE FALLS ON ITS OWN THAT IS OVER 15 FEET TALL, YOU MAY REMOVE THE TREE.
C. IN CASE OF AN EMERGENCY SITUATION, E.G., A TREE LARGER THAN 15 FEET TALL IS
THREATENING A POWER LINE, THE STAFF MUST CONTACT THE DPW ENVIRONMENTAL DIVISION
AT 655-9189 FOR GUIDANCE PRIOR TO CUTTING THE TREE
SEWER FORCE MAIN, SIZE
SS
SFM3
SFSF
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F
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F
S
F
S
F
S
F
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F
S
F
S
F
S
F
S F
S F
S
F
S
F
US Army Corps of Engineers ®
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DESIGN COMPLETE
C-003
E R
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N
A1
EROSION CONTROL PLAN
SCALE: 1"=40'
80'0 40'
SCALE : 1"=40'
STABILIZED
CONSTRUCTION
ENTRANCE
SILT FENCE (TYP.)
EXIST. FENCE (TYP.)
CATCH BASIN
INLET PROTECTION
H A
L A
E
W
L
O O
P
SASSAFRAS DRIVE
A8
C-004
A4
C-004
D4
C-004
CDC BLDG.
FOOTPRINT
PROJECT LIMITS
20'
10' HIGH DUST FENCE
CATCH BASIN
INLET PROTECTION
A4
C-004
CATCH BASIN
INLET PROTECTION
A4
C-004
DRAIN INLET
PROTECTION (TYP.)
SEE NOTE 1
E1
C-004
NOTES:
1. CONTRACTOR SHALL PROVIDE DRAIN INLET
PROTECTION FOR ALL DRAIN INLETS INSTALLED ON
THIS PROJECT. DRAIN INLET PROTECTION SHALL BE
REMOVED UPON COMPLETION OF THE PROJECT.
COMPOST FILTER
SOCK
A1
C-004
GRADING LIMITS
COMPOST FILTER
SOCK AROUND
TRENCH DRAIN
GRADING LIMITS
PLAN NORTH
STABILIZED
CONSTRUCTION
ENTRANCE
A1
C-004
M
I N
M
I N
LEGEND
PROJECT LIMITS
GRADING LIMITS
COMPOST FILTER SOCK
SF
SILT FENCE
PROJECT LIMITS
DRAIN INLET PROTECTION
DUST FENCE
GATE
DUST FENCE
GATE
DUST FENCE
FRONT
ELEVATION
2"X2" 14 GAGE
WIRE FABRIC OR
EQUIVALENT
FILTER FABRIC MATERIAL 60" WIDE ROLLS.
USE STAPLES OR WIRE RINGS TO ATTACH
FABRIC TO WIRE.
2"X4" WOOD POST BETTER OR EQUAL
ALTERNATE: STEEL FENCE POST
BURY BOTTOM OF
FILTER MATERIAL
6' MAX.
6"
2"X4"
WOODEN
STAKE @ 5'
O.C., MAX.
S L O
P E
LIMITS OF GRADING
2'-6"
(MIN.)
3/8"X3"X2' LONG WOOD BATTEN, NAILED
OR SCREWED TO EACH STAKE WITH
FASTERNERS @ 6" O.C.
SILT FENCE INSTALL PER MFR
RECOMMENDATION
MASS GRADE
BACKFILL TRENCH & COMPACT
GROUND (ONSITE MATERIAL)
NOT TO SCALE
SILT FENCE DETAIL
D4
GUTTER
GRAVEL FILLED
POUCH
CURB
INLET
EXIST. CATCH
BASIN
3" DIA. PERF. PVC PIPE
SEWN INSIDE
NOTES:
1. SEDIMENT CONTROL FILTERS SHALL BE CONSTRUCTED
AND MAINTAINED AT EXISTING CATCH BASINS AND
DRAIN INLETS INDICATED ON THE DRAWINGS.
2. THE CONTRACTOR SHALL REMOVE FILTERS AT TIMES
OF ABOVE NORMAL RAINFALL EVENTS AND REPLACE
THEM WHEN EVENT PASSES.
3. PERFORATED PVC PIPE SHALL BE SAW-CUT AT
INFLECTION POINTS WHERE GUTTER SLOPE CHANGES.
BEND PIPE TO CONFORM TO THE GUTTER SLOPE SUCH
THAT THERE ARE NO GAP BETWEEN GUTTER SURFACE
AND PIPE.
SEDIMENT FILTER
NOT TO SCALE
CATCH BASIN INLET PROTECTION DETAIL
A4
APPLICATIONS:
1. ALL POINTS OF CONSTRUCTION INGRESS AND EGRESS.
2. UNPAVED AREAS WHERE SEDIMENT TRACKING OCCURS FROM SITE ONTO PAVED ROADS.
INSTALLATION / APPLICATION CRITERIA:
1. CONSTRUCT ON LEVEL GROUND WHERE POSSIBLE.
2. STONES SHOULD BE 3"-6" COARSE AGGREGATE.
3. MINIMUM DEPTH OF STONES SHOULD BE 8".
4. LENGTH SHOULD BE 50' MIN., AND COVERED THE ENTIRE WIDTH.
5. PROVIDE AMPLE TURNING RADII AS PART OF ENTRANCE.
6. PROVIDE ADEQUATE PROTECTION FOR ANY UNDERGROUND UTILITIES.
MAINTENANCE REQUIREMENTS:
1. INSPECT WEEKLY AND AFTER EACH RAINFALL OF 0.25 INCH AND GREATER IN A 24-HOUR PERIOD.
2. REPLACE GRAVEL MATERIAL WHEN SURFACE VOIDS ARE VISIBLE.
3. REMOVE ALL SEDIMENT DEPOSITED ON PAVED ROADWAYS WITHIN 24 HOURS.
4. REMOVE GRAVEL AND FILTER FABRIC AT COMPLETION OF CONSTRUCTION.
H
A
R
F
A
C
E
P
U
B
L
A
D
FILTER FABRIC
SEE SPEC
SECTION 31 05 19
3"-6"
COARSE
AGGREGATE
M
I N
S
A
N
S
M
I N
R
T
Y
P
SILT
FENCE
NOT TO SCALE
STABILIZED CONSTRUCTION ENTRANCE DETAIL
A1
COMPOST FILTER
SOCK, TYP
PLAN
STAKE ANCHOR,
(TYP) SEE NOTE 3
6" MIN
OVERLAP
RUNOFF
FLOW
COMPOST FILTER SOCK
8" MINIMUM DIAMETER
SECTION
M I N
M A
X
WORK AREA
RUNOFF FLOW
STAKE ANCHOR WHERE REQUIRED
SEE NOTES 3 AND 4, TYP
SEE PLANS FOR DOWNSTREAM
LOCATIONS OF RUNOFF FLOW
FILTER SOCK NOTES:
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.
WORK AREA
STAKE ANCHOR
SPACING SEE NOTE 4
ON > 2H:1V SLOPE STAKE ON
WORK AREA SIDE TO BE
INSTALLED IN CENTER OF
COMPOST FILTER SOCK
NOT TO SCALE
COMPOST FILTER SOCK
A8
SEE PLANS FOR
DOWNSTREAM LOCATIONS
OF RUNOFF FLOW
GRATE
FILTER FABRIC
SEE SPEC
SECTION 31 05 19
DRAIN INLET
SECURE FILTER
FABRIC TO GRATE
NOT TO SCALE
DRAIN INLET PROTECTION
E1
FILTER SOCK INLET
PROTECTION, TYP.,
SEE DET. E8, THIS SHEET
1' MIN
OVERLAP
RUNOFF
FLOW
RUNOFF
FLOW
FILTER SOCK, SEE
DET A8, THIS SHEET
NOTE:
DO NOT INSTALL FILTER
SOCK INLET PROTECTION IN
VEHICLE TRAFFIC AREAS
NOT TO SCALE
FILTER SOCK INLET PROTECTION
E8
US Army Corps of Engineers ®
SHEET ID
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
S I Z
E
C H
E C
K E
D
B
Y
A N
S I
D
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
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R I P
T I O
N
J P
J P
D M
X X
F Y
P
N
C
H I
V
E L O
P M
E N
T
C
E N
T E
R
A L I A
M A
L I T
A R
Y
R
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V A
T I O
N
O
A H
U
H
A W
A I I
H O
N O
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T R
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B
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R I N
G
D
I S
T R
I C
T
H O
N O
L U
L U
H
A W
A I I
M
DESIGN COMPLETE
C-004
E R
O S
I O
N
C
O N
T R
T
A I
SHEET ID
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
S I Z
E
C H
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K E
D
B
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A N
S I
D
I S
S U
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D
A T
E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R I P
T I O
N
J P
J P
D M
X X
F Y
I L
D
D
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A L
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M A
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A R
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N
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A W
A I I
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I C
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B
U I L
D I N
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A
F T
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A H
U
H
A W
A I I
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N A
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N G
I N
E E
R I N
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C
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I N
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R I N
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D
I S
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I C
T
H O
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L U
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A W
A I I
DESIGN COMPLETE
C-005
E R
O S
I O
N
C
O N
T R
T
E S
GOOD HOUSEKEEPING BMPS:
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, REDUCE, 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 STORM
SEWER SYSTEM, IMMEDIATELY NOTIFY THE CONTRACTING OFFICER REPRESENTATIVE
(COR) OF THE DISCHARGE. A WRITTEN REPORT DESCRIBING THE POLLUTANTS THAT WERE
DISCHARGED, THE REASONS FOR THE DISCHARGE, AND THE MEASURES THAT HAVE BEEN
TAKEN OR WILL BE TAKEN TO PREVENT A REOCCURRENCE OF THE DISCHARGE SHALL BE
SUBMITTED TO THE COR NO LESS THAN 3 DAYS AFTER NOTIFICATION.
5. NONHAZARDOUS MATERIALS. IN THE EVENT THAT NONHAZARDOUS MATERIALS ARE
DISCHARGED TO THE STORM SEWER SYSTEM, NOTIFY THE COR NO LATER THAN THE NEXT
BUSINESS DAY. A WRITTEN REPORT DESCRIBING THE POLLUTANTS THAT WERE
DISCHARGED, THE REASONS FOR THE DISCHARGE, AND THE MEASURES THAT HAVE BEEN
TAKEN OR WILL BE TAKEN TO PREVENT A REOCCURRENCE OF THE DISCHARGE SHALL BE
SUBMITTED TO THE COR NO LESS THAN 3 DAYS AFTER NOTIFICATION.
6. 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.
7. 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.
8. VEHICLE AND EQUIPMENT MAINTENANCE. ELIMINATE AND MINIMIZE THE DISCHARGE OF
POLLUTANTS TO STORM WATER FROM VEHICLE AND 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.
9. 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 WASTE COLLECTION AREAS,
COLLECT SITE TRASH DAILY, AND ENSURING THAT CONSTRUCTION WASTE IS COLLECTED,
REMOVED, AND DISPOSED OF ONLY AT AUTHORIZED DISPOSAL AREAS.
10. SANITARY/SEPTIC WASTE MANAGEMENT. TEMPORARY AND PORTABLE SANITARY AND
SEPTIC WASTE SYSTEMS SHALL BE MOUNTED OR STAKED IN, WELL-MAINTAINED AND
SCHEDULED FOR REGULAR WASTE DISPOSAL AND SERVICING. SOURCES OF SANITARY
AND/OR SEPTIC WASTE SHALL NOT BE STORED NEAR THE MS4 OR RECEIVING WATERS.
11. 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.
12. 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.
RAIN RESPONSE PLAN:
1. THE FOLLOWING WILL BE PERFORMED WHEN HEAVY RAINS, TROPICAL STORM OR
HURRICANE IS IMMINENT OR IS FORECASTED IN THE NEXT 48 HOURS:
2. TEMPORARY SUSPENSION OF ACTIVE GRADING, GRUBBING AND TRENCHING.
3. INSPECT ALL SEDIMENT BASINS, TEMPORARY DITCHES/ SWALES, PERIMETER
CONTROLS, AND INLET PROTECTION DEVICES, AND MAINTAIN AS NEEDED. REINSTALL
ANY PERIMETER CONTROLS THAT WERE REMOVED DUE TO ACTIVE WORK IN THE
AREA. IF A SEVERE STORM IS EXPECTED, REMOVE INLET PROTECTION DEVICES TO
PREVENT FLOODING ON SURROUNDING STREETS.
4. COVER OR RELOCATE MATERIAL STOCKPILES AND LIQUID MATERIAL CONTAINERS TO
AVOID CONTACT WITH RAINWATER.
5. PLACE SPILL PANS OR OIL-ONLY SPILL PADS UNDER CONSTRUCTION VEHICLES TO
PREVENT RUNOFF FROM CONTACTING ANY SPILLED PETROLEUM PRODUCTS.
PROPERLY DISPOSE OF ANY ACCUMULATED OILY WATER AFTER THE RAIN EVENT.
6. RE-INSPECT AFTER THE APPROACHING HEAVY RAINS, TROPICAL STORM OR
H…
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