Attachment 4 - Drawings Insectary information.pdf

CONSTRUCION SUBMITTAL TRANSMITTAL FORM

Customer Name and Address:

MWA Food Animal Environmental System

2413 NASHVILLE ROAD, B-5

BOWLING GREEN KY 42101

Project:

Install Insectary Project

Contract No.:

12905B19C0032

Date:

8/20/20

Transmittal No.: 003

Sheet: 1 of: 1 Contractor:

Confluence Corporation dba Regal Service Company

Subcontractor / Supplier: CUSTOMER ACTION Action

Submittal Informational

Submittal

Ac tio n Su bm itt al

In fo rm at io na l S ub m al

Ite m

N o.

Specification Section No.

Pa ra gr ap h o.

Description of Item (Size, Type, Name, Manufacturer, Use, Etc.)

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X 1 N/A 10. E 100% Design Drawings 1

Contractor's Signature: Recommended by:

Title: Date: 8/20/20 Director Govt Programs

I hereby certify that this submittal has been reviewed for accuracy, completeness, and compliance with contract requirements (FAR 52.236-21)

Title: Date:

Review Comments: Action by:

Title: Date:

Approval of this submittal is subject to the provisions of the contract drawings and specifications. This action is for general concurrence only and the government is not responsible for errors or omissions

Date Received: Distribution: 1 copy each Date To Contractor: r03/10

PACIFIC BASIN AGRICULTURAL RESEARCH CENTER

64 NOWELO STREET, HILO, HAWAII 96720

TMK: 2-4-01:169

INSECT HOLDING SHELTER

ISSUED FOR CONSTRUCTION

INDEX OF DRAWINGS

PAGE SHEET NO. DESCRIPTION

1 G-001 COVER SHEET, PROJECT SITE, PROJECT INFORMATION, INDEX OF DRAWINGS

CIVIL

2 C-001 CIVIL NOTES, ABBREVIATIONS, SYMBOLS

3 C-002 EROSION AND SEDIMENT CONTROL NOTES

4 C-101 EXISTING CONDITION AND DEMOLITION PLAN

5 C-102 EROSION AND SEDIMENT CONTROL PLAN

6 C-103 SITE LAYOUT AND GRADING PLAN

7 C-104 UTILITY PLAN

8 C-501 DETAILS

STRUCTURAL

9 S-001 STRUCTURAL NOTES

10 S-002 STRUCTURAL NOTES, ABBREVIATIONS

11 S-003 STATEMENT OF SPECIAL INSPECTIONS

12 S-101 FOUNDATION PLAN

13 S-501 DETAILS

PLUMBING

14 P-001 PLUMBING NOTES, ABBREVIATIONS, LEGEND

15 P-101 PLUMBING PLAN

16 P-501 DETAILS

ELECTRICAL

17 E-001 ELECTRICAL NOTES, ABBREVIATIONS, SYMBOLS

18 E-002 ELECTRICAL SPECIFICATIONS

19 ES101 ELECTRICAL SITE PLAN

20 E-101 POWER AND SIGNAL PLAN

21 E-102 LIGHTING PLAN

22 E-501 DETAILS

23 E-601 ONE-LINE DIAGRAM

24 E-602 PANEL SCHEDULES

25 E-603 LIGHT FIXTURE SCHEDULE

PROJECT INFORMATION

TAX MAP KEY: 2-4-01:169 BUILDING CODE: INTERNATIONAL BUILDING CODE 2006

ZONING: AG-1 FIRE CODE: NFPA 1 UNIFORM FIRE CODE 2012

OCCUPANCY GROUP: B PLUMBING CODE: UNIFORM PLUMBING CODE 2006

CONSTRUCTION TYPE: ENERGY CODE: INTERNATIONAL ENERGY CONSERVATION CODE 2015

LOT AREA: 12.14 HECTARES [30 ACRES] ELECTRICAL CODE: NFPA 70 NATIONAL ELECTRICAL CODE 2017

NUMBER OF STORIES: 1 FIRE SPRINKLERS: NO

BUILDING FLOOR AREA: 5,000 SQ. FT. PROJECT SCOPE: NEW PREFABRICATED INSECT HOLDING SHELTER.

THIS PROJECT HAS BEEN DESIGNED IN ACCORDANCE WITH THE ADA GUIDELINES.

PROJECT TEAM

CONTRACTOR: CIVIL: STRUCTURAL: PLUMBING: ELECTRICAL:

CONFLUENCE CORPORATION COFFMAN ENGINEERS, INC COFFMAN ENGINEERS, INC COFFMAN ENGINEERS, INC COFFMAN ENGINEERS, INC DBA REGAL SERVICE COMPANY ATTENTION: JAMI HIROTA, P.E. ATTENTION: BENJAMIN MOMBLOW, P.E., S.E. ATTENTION: WILLIAM LEE, P.E. ATTENTION: JEREMY DOW, P.E.

ATTENTION: MARK LANGNER 745 FORT STREET, SUITE 400 745 FORT STREET, SUITE 400 745 FORT STREET, SUITE 400 745 FORT STREET, SUITE 400 653 MAPUNAPUNA STREET HONOLULU, HI 96813 HONOLULU, HI 96813 HONOLULU, HI 96813 HONOLULU, HI 96813 HONOLULU, HI 96819 PHONE: (808) 687-8884 PHONE: (808) 687-8884 PHONE: (808) 687-8884 PHONE: (808) 687-8884

PHONE: (808) 445-0133

VICINITY MAP (NOT TO SCALE) PROJECT SITE (NOT TO SCALE)

HILO

KAILUA KONA

WAIMEA

NORTH

PLAN

NORTH

PLAN

PROJECT SITE

260.65111.85

6.3

894.56

1598.30

NOWELO STREET

KO

MO

HA

NA

S

TR

EE

T

2.5

150.00 337.10

R=30.00

42.43

TMK: 2-4-01:169

AREA OF WORK

INSECT HOLDING SHELTER

7.0

HILO, HAWAII

PACIFIC BASIN AGRICULTURAL RESEARCH CENTER

BDM

INSECT HOLDING SHELTER

64 NOWELO STREET

HILO, HI 96720AUGUST 14, 2020

MRO

BDM

MRO

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COVER SHEET, PROJECT SITE, PROJECT INFORMATION, INDEX OF DRAWING

GENERAL NOTES:

1. VERIFY ALL DIMENSIONS AND ELEVATIONS, AND NOTIFY THE OWNER OF ANY

DISCREPANCIES PRIOR TO INSTALLATION.

2. INSTALL ALL ITEMS ACCORDING TO THE PLANS AND SPECIFICATIONS. NO

MODIFICATIONS SHALL BE MADE WITHOUT WRITTEN APPROVAL OF THE ENGINEER.

3. CONTRACTOR SHALL SLOPE NEW PAVEMENT CONSISTENTLY AND UNIFORMLY TO THE

EXTENT POSSIBLE.

4. CONTRACTOR TO ESTABLISH AND MAINTAIN EMERGENCY PLANS IN CASE OF DAMAGE TO

UTILITIES IN THE AREA. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS

ASSOCIATED WITH REPAIR TO UTILITIES.

5. ALL GRADING AND CONSTRUCTION WORK SHALL IMPLEMENT MEASURES TO ENSURE

THAT THE DISCHARGE OF POLLUTANTS FROM THE CONSTRUCTION SITE WILL BE

REDUCED TO THE MAXIMUM EXTENT PRACTICABLE AND WILL NOT CAUSE OR

CONTRIBUTE TO AN EXCEEDANCE OF WATER QUALITY STANDARDS.

6. PERFORM COMPACTION TESTS PER ASTM D1557 TO DETERMINE PERCENTAGE OF

MAXIMUM DENSITY.

7. ASPHALT PAVEMENT SHALL BE CONSTRUCTED IN CONFORMANCE WITH SECTION 34 OF

THE CITY AND COUNTY OF HONOLULU STANDARD SPECIFICATIONS AND ENGINEERING

AND POLICY MEMORANDUM NO. CEB-1-12.

8. FINISHED ELEVATIONS OF NEW ASPHALT AND CONCRETE SHALL BE LEVEL WITH

ADJACENT ASPHALT AND CONCRETE.

CONSTRUCTION NOTES:

1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE COUNTY OF HAWAII DEPARTMENT OF

PUBLIC WORKS "STANDARD DETAILS FOR PUBLIC WORKS CONSTRUCTION," DATED SEPTEMBER

1984, AND THE "STANDARD SPECIFICA TIONS FOR PUBLIC WORKS CONSTRUCTION," DATED

SEPTEMBER 1986, AND APPLICABLE SECTIONS OF THE "HAWAII STANDARD SPECIFICATIONS

FOR ROAD, BRIDGE, AND PUBLIC WORKS CONSTRUCTION," DATED 1994, AS AMENDED.

2. THE CONTRACOR SHALL PROVIDE SMOOTH-RIDING CONNECTIONS, AND ADAAG COMPLIANT

CONNECTIONS WHERE APPLICABLE, TO ALL EXISTING STREETS, ROADWAYS, SIDEWALKS,

DRIVEWAYS AND OTHER FACILITIES AS NECESSARY, AND AS MAY BE DIRECTED BY THE

ENGINEER.

3. THE CONTRACTOR SHALL KEEP AT LEAST ONE LANE OPEN TO TRAFFIC AT ALL TIMES BETWEEN 8:30 AM AND 3:30 PM. BOTH LANES SHALL BE KEPT OPEN TO TRAFFIC DURING OTHER HOURS.

4. EXISTING CATCH BASIN GRATES THAT ARE REPLACED SHALL BE SALVAGED, CLEANED AND

DELIVERED TO THE COUNTY OF HAWAII, HIGHWAY MAINTENANCE DIVISION BASEYARD.

5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS SHOWN ON THE DRAWING

PRIOR TO STARTING CONSTRUCTION, AND ANY DISCREPANCIES FOUND SHALL BE

IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER.

6. THE ENGINEER RESERVES THE RIGHT TO MAKE CHANGES TO THE DRAINAGE SYSTEM AS SUCH

CHANGES ARE FOUND TO BE NECESSARY AS THE WORK PROGRESSES AND AND EROSION

CONTROL CONSTRUCTION PROGRESSES.

7. THE CONTRACTOR SHALL NOTIFY THE ENGINEER SUFFICIENTLY IN ADVANCE OF OPENING ANY

OR UTILIZING EXISTING BORROW PITS OR ON SITE BORROW, SO THAT A DETERMINATION CAN

BE MADE AS TO THE SUITABILITY OF THE BORROW MATERIAL TO BE INCORPORATED INTO THE

ROAD CONSTRUCTION.

8. THE CONTRACTOR SHALL CONDUCT TESTS AS REQUESTED BY THE ENGINEER AND BE

RESPONSIBLE FOR ALL EXPENSES INCURRED IN CONDUCTING THESE TESTS.

9. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES, WHETHER SHOWN

ON THE PLAN OR NOT, AND SHALL BE RESPONSIBLE FOR THE REPAIR OR REPLACEMENT OF

SAME IN THE EVENT OF DAMAGES DUE TO HIS CONSTRUCTION PRACTICES. THE CONTRACTOR

SHALL COORDINATE HIS WORK WITH THE RESPECTIVE UTILITY COMPANIES.

10. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH ALL AFFECTED UTILITY COMPANIES, PROPERTY OWNERS, POLICE, RESIDENCES, BUSINESSES, HILO DOWNTOWN IMPROVEMENT

ASSOCIATION, AND THE HAWAII REDEVELOPMENT AGENCY AS MAY BE NECESSARY. THE

CONTRACTOR SHALL PROVIDE REASONABLE ACCESS TO PROPERTIES AND/OR BUSINESSES

ADACENT TO HIS WORK.

11. ALL VEGETATION, INCUDING TREES, SHRUBS, AND DELETERIOUS MATERIALS SHALL BE

REMOVED FROM WITHIN THE ENTIRE GRADED ROADWAY RIGHT-OF-WAY. ALL OVERHANGING

AND ENCROACHING VEGETATION INTO THE RIGHT-OF-WAY SHALL ALSO BE REMOVED AND/OR

TRIMMED OR CUT BACK.

12. THE CONTRACTOR SHALL TONE THE WORK AREAS PRIOR TO ALL EXCAVATION AND TRENCHING TO VERIFY THE LCOATION OF ALL EXISTING UTILITIES AND SHALL BE RESPONSIBLE FOR THE

REPAIR OR REPLACEMENT OF SAME IN THE EVENT OF DAMAGES DUE TO HIS CONSTRUCTION

PRACTICES. WHENEVER UTILITY CONNECTIONS ARE REQUIRED, THE CONTRACTOR SHALL

EXPOSE THE EXISTING LINES AT THE PROPOSED CONNECTION TO VERIFY THE LOCATION AND

DEPTH AND TO ASSURE CONNECTION CAN BE MADE PRIOR TO EXCAVATION FOR THE NEW

LINES.

13. SHOULD THE CONTRACTOR DISCOVER ANY ARTIFACT OR REMAINS OF POSSIBLE HISTORIC

VALUE, HE SHALL IMMEDIATELY CEASE WORK AND CONTACT THE OWNER/DEVELOPER, STATE

HISTORIC PRESERVATION DIVISION (SHPD) AND THE HAWAII ISLAND BURIAL COUNCIL.

GRADING NOTES

1. NO CONTRACTOR SHALL PERFORM ANY GRADING OPERATION SO AS TO CAUSE

FALLING ROCKS, SOIL OR DEBRIS IN ANY FORM TO FALL, SLIDE OR FLOW ONTO

ADJOINING PROPERTIES, STREETS OR NATURAL WATERCOURSES. SHOULD SUCH

VIOLATIONS OCCUR, THE CONTRACTOR MAY BE CITED AND THE CONTRACTOR

SHALL IMMEDIATELY MAKE ALL REMEDIAL ACTIONS NECESSARY.

2. THE CONTRACTOR, AT HIS OWN EXPENSE, SHALL KEEP THE PROJECT AREA AND

SURROUNDING AREA FREE FROM DUST NUISANCE. THE WORK SHALL BE IN

CONFORMANCE WITH THE AIR POLLUTION CONTROL STANDARDS CONTAINED IN

THE HAWAII ADMINISTRATIVE RULES, TITLE 11, CHAPTER 60.1, "AIR POLLUTION

CONTROL".

3. THE UNDERGROUND PIPES, CABLES OR DUCTLINES KNOWN TO EXIST BY THE

ENGINEER FROM HIS SEARCH OF RECORDS ARE INDICATED ON THE PLANS. THE

CONTRACTOR SHALL VERIFY THE LOCATIONS AND DEPTHS OF THE FACILITIES AND

EXERCISE PROPER CARE IN EXCAVATING IN THE AREA. WHEREVER CONNECTIONS

OF NEW UTILITIES ARE SHOWN ON THE PLANS, THE CONTRACTOR SHALL EXPOSE

THE EXISTING LINES AT THE PROPOSED CONNECTIONS TO VERIFY THEIR

LOCATIONS AND DEPTHS PRIOR TO EXCAVATION FOR THE NEW LINES.

4. ADEQUATE PROVISIONS SHALL BE MADE TO PREVENT SURFACE WATERS FROM

DAMAGING THE CUT FACE OF AN EXCAVATION OR THE SLOPED SURFACES OF A

FILL. FURTHERMORE, ADEQUATE PROVISIONS SHALL BE MADE TO PREVENT

SEDIMENT-LADEN RUNOFF FROM LEAVING THE SITE.

1. ALL SLOPES AND EXPOSED AREAS SHALL BE SODDED OR PLANTED AS SOON AS

FINAL GRADES HAVE BEEN ESTABLISHED. PLANTING SHALL NOT BE DELAYED UNTIL

ALL GRADING WORK HAS BEEN COMPLETED. GRADING TO FINAL GRADE SHALL BE

CONTINUOUS, AND ANY AREA WITHIN WHICH WORK HAS BEEN INTERRUPTED OR

DELAYED SHALL BE PLANTED.

2. FILLS ON SLOPES STEEPER THAN 5:1 SHALL BE KEYED.

3. THE CITY SHALL BE INFORMED OF THE LOCATION OF THE BORROW/DISOPSAL SITE

FOR THE PROJECT WHEN THE APPLICATION FOR A GRADING PERMIT IS MADE. THE

BORROW/DISPOSAL SITE MUST ALSO FULFILL THE REQUIREMENTS OF THE

GRADING ORDINANCE.

4. NO GRADING WORK SHALL BE DONE ON SATURDAYS, SUNDAYS AND HOLIDAYS AT

ANY TIME WITHOUT PRIOR NOTICE TO THE DIRECTOR, D.P.P., PROVIDED SUCH

GRADING WORK IS ALSO IN CONFORMANCE WITH THE COMMUNITY NOISE CONTROL

STANDARDS CONTAINED IN THE HAWAII ADMINISTRATIVE RULES, TITLE 11, CHAPTER

46," COMMUNITY NOISE CONTROL".

5. THE LIMITS OF THE AREA TO BE GRADED SHALL BE FLAGGED BEFORE THE

COMMENCEMENT OF THE GRADING WORK.

12. WHERE APPLICABLE AND FEASIBLE THE MEASURES TO CONTROL EROSION AND

OTHER POLLUTANTS SHALL BE IN PLACE BEFORE ANY EARTH MOVING PHASE OF

THE GRADING IS INITIATED.

13. TEMPORARY EROSION CONTROLS SHALL NOT BE REMOVED BEFORE PERMANENT

EROSION CONTROLS ARE IN-PLACE AND ESTABLISHED.

14. TEMPORARY EROSION CONTROL PROCEDURES SHALL BE SUBMITTED FOR

APPROVAL PRIOR TO APPLICATION FOR GRADING PERMIT.

15. IF THE GRADING WORK INVOLVES CONTAMINATED SOIL, THEN ALL GRADING WORK

SHALL BE DONE IN CONFORMANCE WITH APPLICABLE STATE AND FEDERAL

REQUIREMENTS.

16. ALL GRADING AND CONSTRUCTION WORK SHALL IMPLEMENT MEASURES TO

ENSURE THAT THE DISCHARGE OF POLLUTANTS FROM THE CONSTRUCTION SITE

WILL BE REDUCED TO THE MAXIMUM EXTENT PRACTICABLE AND WILL NOT CAUSE

OR CONTRIBUTE TO AN EXCEEDANCE OF WATER QUALITY STANDARDS.

17. NON-COMPLIANCE TO ANY OF THE ABOVE REQUIREMENTS SHALL MEAN IMMEDIATE

SUSPENSION OF ALL WORK, AND REMEDIAL WORK SHALL COMMENCE IMMEDIATELY.

ALL COSTS INCURRED SHALL BE BILLED TO THE VIOLATOR. FURTHERMORE,

VIOLATORS SHALL BE SUBJECTED TO ADMINISTRATIVE CIVIL AND/OR CRIMINAL

PENALTIES.

HAWAII ONE CALL CENTER

1. THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY AND LOCATE

UNDERGROUND UTILITIES PRIOR TO BEGINNING EXCAVATION TO

PREVENT DAMAGES.

2. THE CONTRACTOR SHALL UTILIZE THE "HAWAII ONE CALL CENTER" TO

VERIFY LOCATIONS OF UTILITIES PRIOR TO EXCAVATION. TO CALL FOR A

LOCATE REQUEST, DIAL "811" OR (866) 423-7287.

3. ONLINE SERVICE TICKET REQUESTS ARE ALSO AVAILABLE AROUND THE

CLOCK AT "WWW.CALLBEFOREYOUDIG.ORG".

HILO, HAWAII

PACIFIC BASIN AGRICULTURAL RESEARCH CENTER

BDM

INSECT HOLDING SHELTER

64 NOWELO STREET

HILO, HI 96720AUGUST 14, 2020

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CIVIL NOTES, ABBBREVIATIONS, SYMBOLS

EROSION AND SEDIMENT CONTROL NOTES:

1. THE CONTRACTOR SHALL FOLLOW THE GUIDELINES IN THE CITY AND COUNTY OF

HAWAII'S "RULES RELATING TO WATER QUALITY".

2. MEASURES TO CONTROL EROSION AND OTHER POLLUTANTS SHALL BE IN PLACE

BEFORE ANY EARTHWORK IS INITIATED.

3. SLOPE PROTECTION SLOPE PROTECTION IS REQUIRED ON AREAS WITH SLOPES

GREATER THAN 15% AND ON AREAS OF MODERATE SLOPE THAT ARE PRONE TO

EROSION UNLESS THEY ARE BEING ACTIVELY WORKED. USE DIVERSION UPSTREAM OF

SLOPE (DIKES, SWALES, SLOPE DRAINS) TO DIVERT WATER AROUND THE SLOPE.

PROVIDE A 10-FT BUFFER ZONE AT THE TOE OF SLOPE. ONLY 5 ACRES MAY BE

DISTURBED AT ANYTIME ON SLOPES GREATER THAN 15%.

4. TEMPORARY STABILIZATION:

TEMPORARY STABILIZATION IS REQUIRED ON AREAS WHICH ARE AT FINAL GRADE OR

WHEN THE DISTURBED AREA WILL NOT BE WORKED FOR 14 CONSECUTIVE DAYS OR

MORE.

5. PERMANENT STABILIZATION ALL DISTURBED AREAS SHALL BE PERMANENTLY

STABILIZED USING VEGETATIVE COVERING, PAVEMENT, OR EQUIVALENT, PRIOR TO

REMOVING EROSION AND SEDIMENT MEASURES. TRAPPED SEDIMENT AND AREAS OF

DISTURBED SOIL WHICH RESULT FROM THE REMOVAL OF THE TEMPORARY MEASURES

SHALL BE IMMEDIATELY AND PERMANENTLY STABILIZED.

6. PRESERVE EXISTING VEGETATION CLEARLY MARK THE AREAS TO BE PRESERVED

WITH FLAGS OR TEMPORARY FENCING IS USED, FENCING MUST BE ADEQUATELY

SUPPORTED BY POSTS AND MAINTAINED IN AN UPRIGHT POSITION.

7. MINIMIZE SOIL COMPACTION AREAS WHERE FINAL STABILIZATION OR INFILTRATION

PRACTICES WILL BE INSTALLED SHALL BE PROTECTED FROM EXCESSIVE COMPACTION

DURING CONSTRUCTION. VEHICLE AND EQUIPMENT USE SHALL BE RESTRICTED OR

TECHNIQUES WITH FLAGS OR TEMPORARY FENCING. WHERE TEMPORARY FENCING IS

USED, FENCING MUST BE ADEQUATELY SUPPORTED BY POSTS AND MAINTAINED IN AN

UPRIGHT POSITION.

8. PERIMETER CONTROLS:

PERIMETER CONTROLS ARE REQUIRED DOWNSLOPE OF ALL DISTURBED AREAS.

MAINTAIN DOWNSTREAM VEGETATED BUFFER AREA

9. SEDIMENT BARRIERS AND FENCES:

SLOPE ≥ 2:1 10 FEET SPACING

SLOPE ≥ 4:1 AND < 2:1 FEET SPACING

SLOPE < 4:1 20 FEET SPACING

10. INLET PROTECTION

· ALL STORM DRAIN INLETS ONSITE AND THOSE OFFSITE WHICH MAY RECEIVE

RUNOFF FROM THE SITE SHALL USE AN INLET PROTECTION DEVICE UNLESS THEY

ARE DIRECTED TO A SEDIMENT BASIN.

· SEDIMENT LEVELS MAY NOT EXCEED ONE THIRD OF THE HEIGHT OF A SEDIMENT

BARRIER OR INLET PROTECTION DEVICE AT ANY POINT ALONG THE LENGTH OF THE

SEDIMENT BARRIER OR THE INLET PROTECTION DEVICE.

· SEDIMENT BARRIERS AND INLET PROTECTION DEVICES MUST BE UNCLOGGED AND

CLEANED WHEN PERFORMANCE IS COMPROMISED.

· TORN, WEATHERED OR SAGGING SEDIMENT BARRIERS OR INLET PROTECTION

DEVICES MUST BE REPAIRED OR REPLACED IMMEDIATELY.

11. SEDIMENT BASINS: SEDIMENT BASINS MUST BE KEPT IN EFFECTIVE OPERATING

CONDITION AND SEDIMENT SHALL BE REMOVED TO MAINTAIN AT LEAST ONE HALF OF

THE DESIGN CAPACITY AT ALL TIMES.

12. TRACKING CONTROL

· MINIMIZE SEDIMENT TRACK-OUT ONTO OFF-SITE STREETS, OTHER PAVED AREAS,

AND SIDEWALKS FROM VEHICLES EXITING THE CONSTRUCTION SITE BY

RESTRICTING VEHICLE TRAFFIC TO PROPERLY DESIGNATED AREAS AND USING

ADDITIONAL CONTROLS TO REMOVE SEDIMENT FROM VEHICLE TIRES PRIOR TO

EXITING THE SITE.

· VEHICULAR PARKING AND MOVEMENTS ON PROJECT SITES MUST BE CONFINED TO

PAVED SURFACES OR PREDEFINED PARKING AREAS AND VEHICLE PATHS, WHICH

SHALL BE MARKED WITH FLAGS OR BOUNDARY FENCING.

· ALL POLLUTANTS AND MATERIALS THAT ARE DROPPED, WASHED, TRACKED,

SPILLED, OR OTHERWISE DISCHARGED FROM A PROJECT SITE TO OFF-SITE

STREETS, OTHER PAVED AREAS, SIDEWALKS OR THE MS4 MUST BE CLEANED

USING DRY METHODS SUCH AS SWEEPING OR VACUUMING

· WASHING POLLUTANTS AND MATERIALS THAT ARE DISCHARGED FROM THE

PROJECT SITE TO THE MS4 INTO DRAIN INLETS OR CATCH BASINS IS PROHIBITED

UNLESS THE MATERIAL IS SEDIMENT AND THE INLETS ARE DIRECTED TO A

SEDIMENT BASIN OR SEDIMENT TRAP.

13. BEST MANAGEMENT PRACTICES (BMPS) SHALL NOT BE REMOVED UNTIL FINAL

STABILIZATION IS COMPLETE FOR THAT PHASE.

14. REFER TO CITY AND COUNTY OF HONOLULU BEST MANAGEMENT PRACTICES

MANUAL-CONSTRUCTION, FOR MORE INFORMATION ON BMPS.

15. A COMPREHENSIVE LIST OF BMPS BASED ON THE DPP RULES RELATING TO WATER

QUALITY AND CONSTRUCTION BMP MANUAL WERE REVIEWED TO COMPLETE THIS

ESCP. THE FOLLOWING BMPS WERE DETERMINED TO BE NOT APPLICABLE BECAUSE

THEY WOULD NOT EFFECTIVELY MANAGE EROSION PREVENTION AND SEDIMENT

CONTROL BASED ON THE SPECIFIC SIT CONDITIONS. AS CONSTRUCTION

PROGRESSES, REVISIONS MAY BE NECESSARY AND WILL BE PROVIDED TO DPP

INSPECTORS.

· DEWATERING PRACTICES ARE NOT APPLICABLE

PROJECT SEQUENCE:

· INSTALL PERIMETER CONTROLS, INLET PROTECTION, SWALES, SEDIMENT TRAP, AND

TEMPORARY FENCING FOR PROTECTED AREAS, CLEARING AND GRUBBING AS

NECESSARY FOR THE INSTALLATION OF THESE BMPS.

· CLEAR, GRUB AND GRADE THE SITE, REFER TO SITE PLAN. RELOCATE, RECONSTRUCT

AND MAINTAIN BMPS AS NEEDED TO KEEP THEM EFFECTIVE AT ALL TIMES. INITIATE

TEMPORARY STABILIZATION IMMEDIATELY ONCE GRADING IS COMPLETED.

· PROCEED WITH CONSTRUCTION WITH LEAST POSSIBLE DISTURBANCE OF VEGETATIVE

AREAS AND TEMPORARY STRUCTURES.

· REMOVE OR DISMANTLE TEMPORARY EROSION CONTROL STRUCTURES AFTER AT

LEAST 90% ESTABLISHMENT OF PERMANENT COVER.

· PRACTICE GOOD HOUSEKEEPING MEASURES THROUGHOUT THE DURATION OF

CONSTRUCTION.

· INSPECTIONS WILL BE PERFORMED WEEKLY.

RAIN RESPONSE PLAN:

THE FOLLOWING WILL BE PERFORMED WHEN RAIN IS IMMINENT OR IS FORECASTED IN THE

NEXT 48 HOURS:

· TEMPORARY SUSPENSION OF ACTIVE GRADING AND TRENCHING.

· INSPECT ALL 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.

· COVER OR RELOCATE MATERIAL STOCKPILES AND LIQUID MATERIAL CONTAINERS TO

AVOID CONTACT WITH RAINWATER.

· 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.

· RE-INSPECT AFTER THE RAIN EVENT AND REPLACE OR MAINTAIN BMPS AS NEEDED.

EROSION AND SEDIMENT CONTROL NOTES:

1. INSPECT BMPS AND SITE WEEKLY. MAINTAIN BMPS AND SITE AS REQUIRED TO ENSURE CONTINUED PERFORMANCE.

2. DUST CONTROL

DUST FROM THE PROJECT SITE SHALL NOT BE TRANSPORTED OR DISCHARGED TO OFF-SITE AREAS. WATERING SHALL BE USED TO CONTROL DUST DURING THE GRADING PHASES. THE WORK MUST BE DONE IN CONFORMANCE WITH AIR POLLUTION CONTROL STANDARDS CONTAINED IN THE HAR TITLE 11, CHAPTER 60.1 "AIR POLLUTION CONTROL".

3. 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.

4. 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 MS4, RECEIVING WATERS, OR DRAINAGE IMPROVEMENTS THAT DISCHARGE OFF-SITE. PRIMARY AND SECONDARY CONTAINMENT CONTROLS AND COVERS SHALL BE IMPLEMENTED TO THE MEP.

5. 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.

6. 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 PROPERTY OWNER OR ESCP COORDINATOR SHALL IMMEDIATELY NOTIFY THE DEPARTMENT OF FACILITIES MAINTENANCE, HONOLULU FIRE DEPARTMENT, AND HONOLULU POLICE DEPARTMENT OF THE DISCHARGE BY TELEPHONE. 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 DIRECTOR NO

LESS THAN 3 DAYS AFTER NOTIFICATION BY PHONE.

7. NONHAZARDOUS MATERIALS

IN THE EVENT THAT NONHAZARDOUS MATERIALS ARE DISCHARGED TO THE MS4, THE PROPERTY OWNER OR ESCP COORDINATOR SHALL NOTIFY THE CITY DEPARTMENT OF FACILITIES MAINTENANCE BY TELEPHONE 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 DIRECTOR NO LESS THAN 3 DAYS AFTER NOTIFICATION BY PHONE.

8. 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 STORM DRAIN SYSTEM BY EVAPORATING AND/OR TREATING WASH WATER, AS APPROPRIATE OR INFILTRATING WASH WATER FOR EXTERIOR CLEANING ACTIVITIES THAT USE WATER

ONLY.

9. 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.

10. 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.

11. 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.

12. 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.

13. STOCKPILE MANAGEMENT

STOCKPILES SHALL NOT BE LOCATED IN DRAINAGE WAYS, WITHIN 50 FEET FROM AREAS OF CONCENTRATED FLOWS, AND ARE NOT ALLOWED IN THE CITY RIGHT-OF-WAY. SEDIMENT BARRIERS 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 IN ACCORDANCE WITH ROH CHAPTER 14, ARTICLE 15.

STOCKPILES MUST BE COVERED WITH PLASTIC SHEETING OR A COMPARABLE MATERIAL IF THEY WILL NOT BE ACTIVELY USED WITHIN 7 DAYS.

14. 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.

15. CONCRETE WASTE MANAGEMENT

PREVENT OR REDUCE 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.

16. CONTAMINATED SOIL MANAGEMENT

AT MINIMUM CONTAIN CONTAMINATED MATERIAL SOIL BY SURROUNDING WITH IMPERMEABLE LINED BERMS AND COVERING EXPOSED CONTAMINATED MATERIAL WITH PLASTIC SHEETING. CONTAMINATED SOIL SHOULD BE DISPOSED OF PROPERLY IN ACCORDANCE WITH ALL APPLICABLE REGULATIONS.

17. DEWATERING OPERATIONS

DEWATERING NON-STORM WATER CANNOT BE DISCHARGED FROM THE SITE WITHOUT PRIOR NOTICE AND APPROVAL FROM THE DPP AND DEPARTMENT OF HEALTH. DEWATERING DISCHARGES SHALL BE KEPT ONSITE USING A SEDIMENT BASIN, SEDIMENT TRAP, WEIR TANK, DEWATERING TANK, FILTRATION

SYSTEM OR OTHER MANUFACTURED SYSTEM.

18. CONTRACTOR SHALL MAINTAIN BEST MANAGEMENT PRACTICES DURING THE PROPOSED WORK.

HILO, HAWAII

PACIFIC BASIN AGRICULTURAL RESEARCH CENTER

BDM

INSECT HOLDING SHELTER

64 NOWELO STREET

HILO, HI 96720AUGUST 14, 2020

JK

C-002

JK

JSH

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PACIFIC BASIN AGRICULTURAL RESEARCH CENTER

BDM

INSECT HOLDING SHELTER

64 NOWELO STREET

HILO, HI 96720AUGUST 14, 2020

0 10 20 40 60 1"=20'-0"

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HILO, HAWAII

PACIFIC BASIN AGRICULTURAL RESEARCH CENTER

BDM

INSECT HOLDING SHELTER

64 NOWELO STREET

HILO, HI 96720AUGUST 14, 2020

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6.096M [20'-0"]

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HILO, HAWAII

PACIFIC BASIN AGRICULTURAL RESEARCH CENTER

BDM

INSECT HOLDING SHELTER

64 NOWELO STREET

HILO, HI 96720AUGUST 14, 2020

GRADE AT

2:1 SLOPE

CUT: 31 CY

FILL: 39 CY

NET: 8 CY (FILL)

356357358 359360 361

0 10 20 40 60 1"=20'-0"

100.00

50.00

N 4,675.92 E 4,729.79

N 4,683.43 E 4,829.50

N 4,633.57 E 4,833.26N 4,626.06

E 4,733.54

NORTH

PLAN

C-1031 SITE LAYOUT AND GRADING PLAN

SCALE: 1" = 20'

NORTH

PLAN

PROJECT LIMITS

INSECT HOLDING BUILDING

FF ELEV = 361.5

BOT. SLAB 361.0

AutoCAD SHX Text

MECH BLDG.

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6' HIGH CHAIN LINK FENCE

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GATE

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DI TOP=353.07 INV=348.38

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SDMH TOP=352.95 INV=346.14

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SDMH TOP=354.28 INV=348.16

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DI TOP=352.12 INV=346.58

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COMM

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ELEC

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SMH TOP=353.65 INV=346.89

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SDMH TOP=353.69 INV=348.41

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DI TOP=353.20 INV=349.00

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CO

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WV TOP=352.77 TS=349.49

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CONC. WALKWAY

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SMH TOP=354.82 INV=346.03

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ELEC. BLDG.

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GAS STORAGE

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PLANT SCREENHOUSE

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FRUIT HOLDING

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INTERCEPTOR MH TOP=355.13

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FREEZER

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FREEZER

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WALK-IN COOLER

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LAMP POST

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UP #3

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GA

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GA

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GRAVEL ROAD

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USDA-5 'Y' CUT (FND) N=5,000.00(ASSUMED) E=5,000.00(ASSUMED) ELEV=353.42

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USDA-F MAG NAIL N=4,864.03 E=4,935.36 ELEV=353.71

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USDA-D MAG NAIL N=4986.72 E=4674.75 ELEV=359.43

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USDA-A MAG NAIL N=4,758.96 E=5,106.49 ELEV=352.54

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SMH TOP=354.82 INV=345.38

AutoCAD SHX Text D 15

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AutoCAD SHX Text D 15

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GRAVEL ROAD

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GRAVEL ROAD

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GRAVEL ROAD

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DI TOP=353.08 INV=348.57

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TW=358.29 BW=353.29

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AutoCAD SHX Text D 15

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AutoCAD SHX Text D 12

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12"X6" REDUCER

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INTERCEPTOR MH TOP=355.03

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RUBBISH BIN

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WV TOP=353.06 TS=350.01

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WV TOP=352.99 TS=350.02

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WV TOP=353.18 TS=350.13

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DI TOP=352.76 INV=346.03

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USDA-E MAG NAIL N=4,985.17 E=4,800.35 ELEV=353.62

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DI TOP=352.46 INV=346.44

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ICV RISER

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DI TOP=352.54 INV=345.89 BOT=331.45

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6' HIGH CHAIN LINK FENCE

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UP #2

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TW=359.25 BW=353.80

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PLANT SCREENHOUSE

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FA

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DI TOP=354.02 INV=350.22 (6") INV=349.53 (12")

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DI TOP=353.58 INV=349.72

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HAZARDOUS WASTE STORAGE

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DI TOP=353.57 INV=349.48

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SHWR BLDG.

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SDMH TOP=354.15 INV=347.78

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SAFETY & HEALTH

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REAL PROPERTY

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DESIGNER

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CHECKED BY

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PROJECT MANAGER

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RPR

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EPM

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A-E FIRM

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DATE

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USDA

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NO.

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DATE

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AutoCAD SHX Text Agricultural

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REVISIONS

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DESCRIPTION

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DWG. NO

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DRAWN BY

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SOLICITATION NO.

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THIS WORK WAS PREPARED BY ME

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OR UNDER MY SUPERVISION AND

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CONSTRUCTION OF THIS PROJECT

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WILL BE UNDER MY OBSERVATION.

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EXPIRATION DATE OF THE LICENSE

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DATE

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SIGNATURE

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AUGUST 14, 2020

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APRIL 30, 2022

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LICENSED PROFESSIONAL ENGINEER

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AutoCAD SHX Text No. 9776-C

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SITE LAYOUT AND GRADING PLAN

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6.096M [20'-0"]

X

X X

X X

HANDHOLE GROUP

ELECTRICAL 2'x4'

INTERCEPT

STUBOUTS

AND EXTEND

E E

E

E E E E E E E E E E E E E E E E E E E E

E

E E

E E

E E

E E

E E

E E

E E

E

E E

E

E

E

E

E

(3) 3"C POWER

SEE ELEC. DWG.

INSECT HOLDING BUILDING

HILO, HAWAII

PACIFIC BASIN AGRICULTURAL RESEARCH CENTER

BDM

INSECT HOLDING SHELTER

64 NOWELO STREET

HILO, HI 96720AUGUST 14, 2020

0 10 20 40 60 1"=20'-0"

C-1041 UTILITY PLAN

SCALE: 1' = 20'

NORTH

PLAN

AutoCAD SHX Text

MECH BLDG.

AutoCAD SHX Text

6' HIGH CHAIN LINK FENCE

AutoCAD SHX Text

GATE

AutoCAD SHX Text

DI TOP=353.07 INV=348.38

AutoCAD SHX Text

SDMH TOP=352.95 INV=346.14

AutoCAD SHX Text

SDMH TOP=354.28 INV=348.16

AutoCAD SHX Text

DI TOP=352.12 INV=346.58

AutoCAD SHX Text

COMM

AutoCAD SHX Text

ELEC

AutoCAD SHX Text

SMH TOP=353.65 INV=346.89

AutoCAD SHX Text

SDMH TOP=353.69 INV=348.41

AutoCAD SHX Text

DI TOP=353.20 INV=349.00

AutoCAD SHX Text

CO

AutoCAD SHX Text

WV TOP=352.77 TS=349.49

AutoCAD SHX Text

CONC. WALKWAY

AutoCAD SHX Text

SMH TOP=354.82 INV=346.03

AutoCAD SHX Text

ELEC. BLDG.

AutoCAD SHX Text

GAS STORAGE

AutoCAD SHX Text

PLANT SCREENHOUSE

AutoCAD SHX Text

FRUIT HOLDING

AutoCAD SHX Text

INTERCEPTOR MH TOP=355.13

AutoCAD SHX Text

FREEZER

AutoCAD SHX Text

FREEZER

AutoCAD SHX Text

WALK-IN COOLER

AutoCAD SHX Text

LAMP POST

AutoCAD SHX Text

UP #3

AutoCAD SHX Text

GA

AutoCAD SHX Text

GA

AutoCAD SHX Text

GRAVEL ROAD

AutoCAD SHX Text

USDA-5 'Y' CUT (FND) N=5,000.00(ASSUMED) E=5,000.00(ASSUMED) ELEV=353.42

AutoCAD SHX Text

USDA-F MAG NAIL N=4,864.03 E=4,935.36 ELEV=353.71

AutoCAD SHX Text

USDA-D MAG NAIL N=4986.72 E=4674.75 ELEV=359.43

AutoCAD SHX Text

USDA-A MAG NAIL N=4,758.96 E=5,106.49 ELEV=352.54

AutoCAD SHX Text

SMH TOP=354.82 INV=345.38

AutoCAD SHX Text D 15

AutoCAD SHX Text D 15

AutoCAD SHX Text D 15

AutoCAD SHX Text

GRAVEL ROAD

AutoCAD SHX Text

GRAVEL ROAD

AutoCAD SHX Text

GRAVEL ROAD

AutoCAD SHX Text

DI TOP=353.08 INV=348.57

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TW=358.29 BW=353.29

AutoCAD SHX Text S 6

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12"X6" REDUCER

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INTERCEPTOR MH TOP=355.03

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RUBBISH BIN

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WV TOP=353.06 TS=350.01

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WV TOP=352.99 TS=350.02

AutoCAD SHX Text

WV TOP=353.18 TS=350.13

AutoCAD SHX Text

DI TOP=352.76 INV=346.03

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USDA-E MAG NAIL N=4,985.17 E=4,800.35 ELEV=353.62

AutoCAD SHX Text

DI TOP=352.46 INV=346.44

AutoCAD SHX Text

ICV RISER

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DI TOP=352.54 INV=345.89 BOT=331.45

AutoCAD SHX Text

6' HIGH CHAIN LINK FENCE

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UP #2

AutoCAD SHX Text

TW=359.25 BW=353.80

AutoCAD SHX Text

PLANT SCREENHOUSE

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FA

AutoCAD SHX Text

DI TOP=354.02 INV=350.22 (6") INV=349.53 (12")

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DI TOP=353.58 INV=349.72

AutoCAD SHX Text

HAZARDOUS WASTE STORAGE

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DI TOP=353.57 INV=349.48

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SHWR BLDG.

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SDMH TOP=354.15 INV=347.78

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SAFETY & HEALTH

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REAL PROPERTY

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DESIGNER

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CHECKED BY

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PROJECT MANAGER

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RPR

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EPM

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A-E FIRM

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DATE

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USDA

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AutoCAD SHX Text U

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NO.

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DATE

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BY

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SHEET OF

AutoCAD SHX Text Service

AutoCAD SHX Text Research

AutoCAD SHX Text Agricultural

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DWG. NO

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DRAWN BY

AutoCAD SHX Text

SOLICITATION NO.

AutoCAD SHX Text

THIS WORK WAS PREPARED BY ME

AutoCAD SHX Text

OR UNDER MY SUPERVISION AND

AutoCAD SHX Text

CONSTRUCTION OF THIS PROJECT

AutoCAD SHX Text

WILL BE UNDER MY OBSERVATION.

AutoCAD SHX Text

EXPIRATION DATE OF THE LICENSE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SIGNATURE

AutoCAD SHX Text

AUGUST 14, 2020

AutoCAD SHX Text

APRIL 30, 2022

AutoCAD SHX Text H

AutoCAD SHX Text A

AutoCAD SHX Text W

AutoCAD SHX Text A

AutoCAD SHX Text I

AutoCAD SHX Text U

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

LICENSED PROFESSIONAL ENGINEER

AutoCAD SHX Text I

AutoCAD SHX Text No. 9776-C

AutoCAD SHX Text J

AutoCAD SHX Text A

AutoCAD SHX Text M

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text N

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AutoCAD SHX Text A

UTILITY PLAN

HILO, HAWAII

PACIFIC BASIN AGRICULTURAL RESEARCH CENTER

BDM

INSECT HOLDING SHELTER

64 NOWELO STREET

HILO, HI 96720AUGUST 14, 2020

C-501NOT TO SCALE

INLET PROTECTION

NOTE:

1. THE CONTRACTOR SHALL REMOVE INLET FILTERS DURING TIMES OF ABOVE-NORMAL

RAINFALL EVENTS AND REPLACE THEM WHEN THE EVENT HAS PASSED.

2. REMOVE INLET PROTECTION AFTER PERMANENT STABILIZATION OF WORK AREA.

SECTION

PLAN

STORM SEWER GRATE

LIFT STRAPS USED FOR

EASY MOVEMENT AND

INSPECTION OF UNIT

STORM SEWER

GRATE

SEDIMENT

FILTER

VELCRO

CLOSURE

50' MIN.

FILTER FABRIC

EXISTING GROUND SURFACE

30' MIN. 3" TO 6" COARSE

AGGREGATE12" MIN

DEPTH

NOT TO SCALE

STABILIZED CONSTRUCTION ENTRANCE

NOT TO SCALE

COMPOST FILTER SOCK

SECTION A-A

LIMIT OF GRADING

DIRECTION OF FLOW

9" DIAMETER BIOSOCK

COMPOST FILTER SOCK OR

APPROVED EQUAL, TYP.

3/4" x 3/4" WOOD

STAKE SEE NOTE 412

" M

IN

" M

IN

SE

E

N O

TE

NOTE:

1. COMPOST FILTER SOCKS SHOULD BE EITHER

PREFABRICATED OR ASSEMBLED AT THE SITE.

2. LOCATE COMPOST FILER SOCKS ON LEVEL

CONTOURS SPACED AS FOLLOWS:

2.1. SLOPE INCLINATION OF 4:1 (H:V) OR

FLATTER: COMPOST FILTER SOCKS

SHOULD BE PLACED AT A MAXIMUM

INTERVAL OF 20 FEET.

2.2. SLOPE INCLINATION BETWEEN 4:1 AND 2:1

(H:V): COMPOST FILTER SOCKS SHOULD

BE PLACED AT A MAXIMUM INTERVAL OF

15 FEET OR CLOSER

2.3. SLOPE INCLINATION OF 2:1 (H:V) OR

GREATER: COMPOST FILTER SOCKS

SHOULD BE PLACED AT MAXIMUM

INTERVAL OF 10 FEET.

3. TURN ENDS OF THE COMPST FILTER SOCKS UP

SLOPE TO PREVENT RUNOFF FROM GOING

AROUND THE ROLL.

4. STAKE COMPOST FILTER SOCKS WITH STAKES

WITH A MINIMUM LENGTH OF 14 INCHES AND

SPACED 4 FEET ON CENTER.

5. IF MORE THAN 1 COMPOST FILTER SOCKS IN

PLACED IN A ROC, THE ROLLS SHOULD BE

OVERLAPPED, NOT ABUTTED

SPACING VARIES.

SEE EROSION AND

SEDIMENT CONTROL

PLANS AND DETAIL

1/C-504

6" MIN

OVERLAP

9" SILT SOCKPROJECT

SITE

PROTECTED

AREA

9" SILT SOCK

PLAN

AutoCAD SHX Text

SAFETY & HEALTH

AutoCAD SHX Text

REAL PROPERTY

AutoCAD SHX Text

DESIGNER

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CHECKED BY

AutoCAD SHX Text

PROJECT MANAGER

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RPR

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EPM

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A-E FIRM

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DATE

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USDA

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NO.

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DATE

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BY

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SHEET OF

AutoCAD SHX Text Service

AutoCAD SHX Text Research

AutoCAD SHX Text Agricultural

Auto…