Plans-B48CM75A Plans.pdf

FR

ON

T

ST

RE

ET

HONOAPIILANI HIGHW

AY

ALA MOANA STREET

KAHOMA STREAM

UNAHIOLE STREET

STATE OF HAWAII

DIVISION OF BOATING AND OCEAN RECREATION

SHEET NO. 1 OF 26 SHEETS

DEPARTMENT OF LAND AND NATURAL RESOURCES

LAHAINA, MAUI, HAWAII

APPROVED: DATE:

MEGHAN L. STATTS

ADMINISTRATOR

DIVISION OF BOATING AND OCEAN RECREATION

DEPARTMENT OF LAND AND NATURAL RESOURCES

MALA BOAT RAMP SITE IMPROVEMENTS

DRAWING NO.

T-1

JOB NO. B48CM75A

KIHEI

WAILEA

LAHAINA

KAANAPALI

KAPALUA

KAHULUI

WAILUKU PAIA

HANA

TMK: (2) 4-5-005:001

LOCATION MAP

NOT TO SCALE

SITE MAP

NOT TO SCALE

INDEX OF DRAWINGS

SHT. NO DWG.NO DESCRIPTION

1 T-1 TITLE SHEET

2 G-1 GENERAL NOTES

3 G-2 GENERAL NOTES, LEGEND AND ABBREVIATIONS

4 G-3 PHASING, ACCESS AND STAGING PLAN

5 G-4 EROSION AND SEDIMENT CONTROL PLAN

6 G-5 EROSION CONTROL DETAILS

7 C-1 EXISTING SITE PLAN - SURVEY CONTROLS

8 C-2 DEMOLITION PLAN

9 C-3 SITE PLAN

10 C-4 GRADING PLAN

11 C-5 STRIPING AND SIGNAGE PLAN

12 C-6 SITE LAYOUT PLAN

13 C-7 BOAT RAMP ENLARGED PLAN

14 C-8 BOAT WASH ENLARGED PLAN AND PIPING PROFILE

15 C-9 CROSS SECTION

16 C-10 SITE DETAILS - 1

17 C-11 SITE DETAILS - 2

18 C-12 SITE DETAILS - 3

19 C-13 DRAINAGE DETAILS - 1

20 C-14 DRAINAGE DETAILS - 2

21 C-15 WATER DETAILS

22 C-16 SOLAR LIGHT DETAILS

23 A-1 COMFORT STATION GENERAL NOTES AND PLAN

24 A-2 COMFORT STATION RENOVATION PLAN

25 A-3 COMFORT STATION EXISTING SECTIONS

26 A-4 COMFORT STATION RENOVATED SECTIONS

PROJECT LOCATION

PROJECT SITE

MALA BOAT RAMP

LAHAINA,MAUI, HAWAII

TMK: (2) 4-5-005:001

ISLAND

OF MAUI

04/21/2026 https://stateofhawaii.na1.adobesign.com/verifier?tx=CBJCHBCAABAAmuCmjy-QVnMKFXjYfUTb-gbSi7X8rTmx

GENERAL CONSTRUCTION NOTES

1. ALL APPLICABLE CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST

REVISION OF THE FOLLOWING:

· STATE OF HAWAII, DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD

AND BRIDGE CONSTRUCTION", DATED 2005;

· THE COUNTY OF MAUI DEPARTMENT OF PUBLIC WORKS "STANDARD SPECIFICATIONS FOR

PUBLIC WORKS CONSTRUCTION", DATED SEPTEMBER 1986

· "STANDARD DETAILS FOR PUBLIC WORKS CONSTRUCTION", DATED SEPTEMBER 1984, AS

AMENDED, OF THE DEPARTMENT OF PUBLIC WORKS, CITY AND COUNTY OF HONOLULU AND THE

COUNTIES OF KAUAI, MAUI, AND HAWAII, WHERE APPLICABLE

· THE APPLICABLE STATE BUILDING CODES AS ADOPTED BY THE STATE BUILDING CODE COUNCIL.

2. EXISTING TOPOGRAPHIC SURVEY WAS CONDUCTED ON APRIL 15, 2025 BY KN SURVEYING, LLC. THIS

TOPOGRAPHIC SURVEY WAS BASED ON THE BEST AVAILABLE INFORMATION AND ACCURACY MUST

BE VERIFIED PRIOR TO STARTING CONSTRUCTION.

3. VERIFY AND CHECK ALL DIMENSIONS AND DETAILS SHOWN ON THE DRAWINGS PRIOR TO THE

START OF CONSTRUCTION. ANY DISCREPANCY SHALL BE IMMEDIATELY BROUGHT TO THE

ATTENTION OF THE ENGINEER FOR DIRECTION. COMMENCEMENT OF CONSTRUCTION SHALL

INDICATE CONTRACTOR'S ACCEPTANCE OF EXISTING SITE CONDITIONS.

4. DURING THE PERFORMANCE PERIOD OF THIS CONTRACT, THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE CONTROL AND RESPONSIBILITY OF THE JOBSITE. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR THE SITE SAFETY CONDITIONS FOR ALL PERSONS ENTERING THE JOBSITE, THE CONDITION OF THE SITE AND ALL EXISTING IMPROVEMENTS, AND FOR ALL MATERIAL AND

EQUIPMENT STORED AT THE PROJECT SITE.

5. NO HARD BASALT ROCK IS EXPECTED TO BE ENCOUNTERED NEAR OR AT THE SITE.

6. BLASTING IS NOT ALLOWED.

7. THE MALA BOAT RAMP SHALL REMAIN OPEN DURING THE CONSTRUCTION PERIOD. MAINTAIN SAFE

PEDESTRIAN AND VEHICLE ACCESS TO THE FACILITY AS REQUIRED. PROVIDE, INSTALL AND

MAINTAIN ALL NECESSARY SIGNS, LIGHTS, FLARES, BARRICADES, AND OTHER PROTECTIVE

DEVICES FOR THE PROTECTION, SAFETY AND CONVENIENCE OF THE PUBLIC, ACCORDING TO THE

LATEST VERSION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICE FOR STREETS AND

HIGHWAYS", AND TO THE RULES AND REGULATIONS GOVERNING THE USE OF TRAFFIC CONTROL

DEVICES AT WORKSITES AND/OR ADJACENT TO PUBLIC STREETS AND HIGHWAYS ADOPTED BY THE HIGHWAY SAFETY COORDINATOR AND THE U.S. FEDERAL HIGHWAY ADMINISTRATION "MANUAL ON

UNIFORM TRAFFIC CONTROL DEVICES FOR HIGHWAY CONSTRUCTION AND MAINTENANCE

OPERATIONS".

8. EXISTING PEDESTRIAN WALKWAYS SHALL BE MAINTAINED IN A PASSABLE CONDITION OR PROVIDE FOR ALTERNATE/TEMPORARY ACCESSIBLE PEDESTRIAN ACCESS ROUTES AND FACILITIES PER THE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN CHAPTER 2, ADAAG 201.3, AND ADAAG 206.1.

9. DO NOT PERFORM ANY CONSTRUCTION ACTIVITIES THAT CAUSE ROCKS, SOIL, OR DEBRIS IN ANY FORM TO FALL, SLIDE, OR FLOW ONTO ADJOINING PROPERTIES, STREETS, OR NATURAL WATER COURSES. FINES DUE TO VIOLATIONS AND ANY NECESSARY REMEDIAL ACTIONS SHALL BE BORNE

BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE STATE.

10. AS APPLICABLE, COORDINATE CONSTRUCTION ACTIVITIES WITH ADJACENT CONSTRUCTION SITE(S).

AVOID CAUSING ANY DELAYS OR HINDERANCE OF WORK OR PERFORMANCE TO THE ADJACENT

CONSTRUCTION SITE(S).

11. LOCATION OF ALL EXISTING UTILITIES SHOWN ARE APPROXIMATE ONLY. THE UNDERGROUND

PIPES, CABLES OR DUCTLINES KNOWN TO EXIST BY THE ENGINEER FROM HIS SEARCH OF

RECORDS ARE INDICATED ON THE PLANS. VERIFY THE LOCATIONS AND DEPTHS OF THE UTILITIES.

EXERCISE PROPER CARE AND CAUTION WHEN EXCAVATING. ANY AND ALL DAMAGES SHALL BE

IMMEDIATELY REPAIRED AND/OR RESTORED TO ITS ORIGINAL CONDITION BY THE CONTRACTOR AT

HIS/HER COST.

12. COORDINATE ALL SITE UTILITY WORK WITH “THE ONE CALL CENTER” AT (866) 423-7287 AT LEAST 5

WORKING DAYS PRIOR TO THE START OF EXCAVATION OR TRENCHING.

13. VERIFY AND COORDINATE THE ACTUAL LOCATION OF ALL SITE UTILITIES WITH THE RELATED

AGENCIES AND UTILITY COMPANIES IN THE PROJECT AREA PRIOR TO EXCAVATING.

14. WHEN CONNECTING NEW UTILITIES TO EXISTING, EXPOSE THE EXISTING UTILITY LINES AT THE DENOTED CONNECTION POINT TO VERIFY CHARACTERISTICS PRIOR TO COMPLETING EXCAVATION

FOR NEW UTILITIES.

15. IF WATER, SEWAGE OR ELECTRICAL SERVICES ARE PLANNED TO BE INTERRUPTED FOR MORE

THAN 1 HOUR, PROVIDE FOR TEMPORARY WATER, SEWAGE, AND ELECTRICAL SERVICES DURING

THE INTERRUPTION AT NO ADDITIONAL COST TO THE STATE.

16. MAKE ARRANGEMENTS FOR TEMPORARY CONSTRUCTION SITE UTILITIES SUCH AS ELECTRICITY, WATER, ETC. AT NO ADDITIONAL COST TO THE STATE.

17. ALL EXISTING UTILITIES, SHOWN ON THE PLANS OR UNCOVERED, SHALL BE PROTECTED AT ALL

TIMES DURING CONSTRUCTION.

18. ANY UTILITIES DAMAGED, AS A RESULT OF CONTRACTOR OPERATIONS WHETHER OR NOT SHOWN ON THE DRAWINGS, SHALL BE IMMEDIATELY REPAIRED AT NO ADDITIONAL COST TO THE STATE.

19. WHEN TRENCHING OR EXCAVATION IS ADJACENT TO OR UNDER EXISTING STRUCTURES OR

FACILITIES OR IN THE ROADWAY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY

SHEETING AND BRACING THE EXCAVATION AND STABILIZING THE EXISTING GROUND TO RENDER IT

SAFE AND SECURE FROM POSSIBLE SLIDES, CAVE-INS AND SETTLEMENT AND FOR PROPERLY

SUPPORTING EXISTING STRUCTURES AND FACILITIES WITH BEAMS, STRUTS OR UNDER-PINNING TO

FULLY PROTECT THEM FROM DAMAGE.

20. ADJUST MANHOLE AND /OR VALVE BOX FRAMES AND COVERS AS REQUIRED BY THE UTILITY

COMPANIES AND AGENCIES.

21. CONFORM WITH THE APPLICABLE PROVISIONS OF CHAPTER 54, WATER QUALITY STANDARDS, AND CHAPTER 55, WATER POLLUTION CONTROL, OF TITLE 11, HAWAII ADMINISTRATIVE RULES OF THE

STATE DEPARTMENT OF HEALTH.

22. PLAN, CONSTRUCT AND UTILIZE ALL BEST MANAGEMENT PRACTICES (BMP) AS REQUIRED TO COMPLY WITH THE LAWS, STANDARDS, RULES, AND /OR POLICIES OF THE COUNTY, STATE, OR

FEDERAL REGULATORY AGENCIES.

23. OBTAIN AND PAY FOR ALL REQUIRED PERMITS FROM THE APPROPRIATE GOVERNMENT AGENCIES.

24. RESTORE ALL AREAS DISTURBED OR DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITIES, TO

EQUAL OR BETTER CONDITION(S), INCLUDING BUT NOT LIMITED TO VEGETATION, PAVEMENTS, EMBANKMENTS, CURBS, SIGNS, LANDSCAPING, STRUCTURES, UTILITIES, WALKWAYS, WALLS, FENCES, ETC. AT NO ADDITIONAL EXPENSE TO THE STATE.

25. DO NOT START ANY GROUND DISTURBANCE UNTIL ALL REQUIREMENTS OF THE NPDES PERMIT, AS

REQUIRED, ARE MET. PROVIDE A WRITTEN COPY OF THE NPDES PERMIT TO THE APPROPRIATE

COUNTY OR STATE OR FEDERAL AGENCY PER THEIR REQUIREMENTS.

GENERAL CONSTRUCTION NOTES (CONT)

26. PROVIDE THEFT-RESISTANT FASTENERS FOR ALL MOUNTING ACCESSORIES.

27. PROVIDE STAINLESS STEEL , THEFT-RESISTANT FASTENERS IN ALL PUBLICLY EXPOSED AREAS.

28. PROVIDE ALL INCIDENTAL AND NECESSARY MATERIALS AND LABOR TO COMPLETE THE PROJECT.

29. THE JOB SITE SHALL BE LEFT IN A SAFE AND SECURE CONDITION AT THE END OF EACH WORKDAY.

CLEAN UP AND REMOVE ALL RUBBISH FROM THE JOB SITE ON A DAILY BASIS. MAINTAIN THE WORK

AREA AND PREMISES IN A CLEAN ORDERLY CONDITION AT ALL TIMES.

30. PRIOR TO ACCEPTANCE OF THE PROJECT BY THE STATE, CLEAN UP AND REMOVE ALL RUBBISH

AND DEBRIS FROM THE ENTIRE JOB SITE.

31. DUE TO LIMITED SPACE AT THE JOB SITE, THE STATE RECOGNIZES THE NEED FOR A

CONSTRUCTION STAGING AREA FOR TEMPORARY STORAGE OF CONSTRUCTION EQUIPMENT AND

MATERIAL. LOCATIONS OF POSSIBLE EQUIPMENT AND MATERIALS STAGING AREAS ARE SHOWN ON

THE OVERALL SITE PLAN - STAGING AREAS ON SHEET G-3. COORDINATE WITH THE HARBOR

MASTER FOR USE OF THE ONSITE STAGING AREAS(S) AT LEAST 30 DAYS PRIOR TO ANTICIPATED OCCUPANCY. THE STATE IS NOT OBLIGATED TO PROVIDE STAGING AREAS AS SPACE AVAILABILITY AT THE FACILITY WILL CHANGE FROM TIME TO TIME. SUBMIT A STAGING AREA(S) USE REQUEST AS

SOON AS POSSIBLE. THE HARBOR MASTER DETERMINES THE STAGING AREA'S CONDITIONS OF

USE. CONTRACTOR IS RESPONSIBLE FOR ARRANGEMENT OF ANY OFFSITE STAGING AREAS.

32. TAKE ALL MEASURES TO MINIMIZE DISTURBING OR DAMAGING EXISTING NATIVE PLANT SPECIES

DURING CONSTRUCTION.

33. PRIOR TO ENTERING THE JOB SITE, ALL EQUIPMENT AND FOOTWEAR SHALL BE WASHED WITH POTABLE WATER TO PREVENT EXOTIC PLANTS AND SEEDS FROM BEING INTRODUCED TO THE JOB

SITE/AREA.

34. INSPECT AND CLEAN ALL EQUIPMENT, GEAR, AND VEHICLES (PERSONAL AND PROJECT) THAT

ENTER OR EXIT THE JOB SITE.

35. ENSURE THAT ALL EQUIPMENT, GEAR, AND VEHICLES ARE FREE OF ANY PLANT, ANIMAL, OR EARTHEN MATERIALS PRIOR TO ENTERING THE JOB SITE. ALL EQUIPMENT, GEAR, AND VEHICLES SHALL BE INSPECTED AND CLEANED BEFORE ENTERING THE JOB SITE, AND BEFORE LEAVING ANY

WEED INFECTED/CONTAMINATED AREA TO PREVENT TRACKING IN HARMFUL ORGANISMS (E.G.:

WEEDS, INSECTS, PESTS). EQUIPMENT TO INSPECT AND CLEAN INCLUDE BUT IS NOT LIMITED TO:

35.1. ROACHES, ANTS AND OTHER PESTS ON EQUIPMENT & SUPPLIES-TOOLS, TOOL BAGS,

BACKPACKS & BAGS (FOLDS, POCKETS, VELCRO), WOOD AND BUILDING MATERIALS, FENCING

MATERIALS, BOTTOMS OF PLASTIC BUCKETS, CARDBOARD BOXES, OPEN FOOD AND WATER

CONTAINERS, TENTS, HAMMOCKS, TARPS, HELICOPTER SLING NETS, CHAINSAW BLADES.

35.2. VEHICLES - THE INSIDE OF THE VEHICLES SHOULD BE VACUUMED AND THE TRUCK BEDS

SWEPT OUT REGULARLY, ESPECIALLY IF USED OFF-ROAD. CLEAN PLACES SUCH AS THE

INSIDE LIP OF BUMPERS, SEATS, FLOORS, DASHBOARDS, DOOR JAMBS, TIRES (ESPECIALLY

TIRE TREADS), AND THE UNDERCARRIAGE.

35.3. HEAVY EQUIPMENT, TRUCKS, ALL TYPES OF EARTHMOVING CONSTRUCTION EQUIPMENT AND

GENERAL CONSTRUCTION EQUIPMENT AND SUPPLIES.

35.4. OTHER- ENSURE SOIL IS STERILE AND FREE OF INSECTS, WEEDS, AND PATHOGENS.

ANYTHING SUSPICIOUS SHOULD NOT BE TAKEN ONTO THE JOB SITE.

36. HAWAIIAN HOARY BATS OR ʻŌPEʻAPEʻA (LASIURUS CINEREUS SEMOTUS) ARE KNOWN TO RESIDE IN THE VICINITY OF THE PROJECT AREA AND MAY ROOST IN NEARBY TREES. ANY SITE CLEARING SHOULD BE TIMED TO AVOID DISTURBING THE BAT'S BIRTHING AND PUP REARING SEASON (JUNE 1 THROUGH SEPTEMBER 15). IF THIS CANNOT BE AVOIDED, WOODY PLANTS GREATER THAN 15 FEET

(4.6 METERS) IN HEIGHT SHOULD NOT BE DISTURBED, REMOVED, OR TRIMMED WITHOUT

CONSULTING DOFAW AND STATE'S CONSTRUCTION REPRESENTATIVE. BARBED WIRE IS NOT

ALLOWED DUE TO DOCUMENTED BAT MORTALITIES BY ENSNAREMENT.

37. NIGHT WORK REQUIRING OUTDOOR LIGHTING SHOULD BE AVOIDED DURING THE SEABIRD

FLEDGING SEASON FROM SEPTEMBER 15 THROUGH DECEMBER 15. ARTIFICIAL LIGHTING

DISORIENTS SEABIRDS RESULTING IN COLLISION WITH MANMADE ARTIFACTS OR CAUSE

GROUNDING. PROVIDE FULLY SHIELDED LIGHTS FOR ANY REQUIRED NIGHT WORK.

38. ON A DAILY BASIS, PACK AND REMOVE ALL TRASH, INCLUDING ANY DISCARDED FOOD, FROM THE

JOB SITE TO PREVENT NEGATIVELY AFFECTING THE FLORA AND FAUNA AT THE FIELD SITE.

(*DISCARDED FOOD MAY CONTAIN UNSEEN INSECTS, FUNGUS, BACTERIA, AND PARASITES; AND IS

AN ATTRACTANT FOR INVASIVE INSECTS).

39. FOLLOW METHODS OF CLEANING SPECIFIED IN HAWAII INTERAGENCY BIOSECURITY HANDOUT.

SPECIFIED METHODS OF CLEANING INCLUDE:

39.1. WATER & HOSE, BRUSH, TWEEZERS, CLEAN RAG, KNIFE EDGE, BLEACH RINSE AND/OR

INSECTICIDE.

39.2. CLEANING SHALL BE PERFORMED AWAY FROM THE FOREST IN A DOFAW DESIGNATED AREA

WITH A NEARBY RECEPTACLE FOR DISPOSAL.

39.3. LAUNDERING OF WASHABLE ITEMS SHALL BE PERFORMED AFTER EACH TRIP.

39.4. IF ITEMS CANNOT BE CLEANED, THEY CANNOT BROUGHT INTO THE FOREST.

39.5. IF CONTAMINATED SUPPLIES ARE DISCOVERED, THEY MUST BE IMMEDIATELY REMOVED AND

PROPERLY DISPOSED, AWAY FROM THE H.E.T.F.

40. CLEAN AND DISINFECT EQUIPMENT PRIOR TO MOBILIZATION TO JOB SITE.

PUBLIC HEALTH, SAFETY, AND CONVENIENCE NOTES

1. THE CONTRACTOR SHALL OBSERVE AND COMPLY WITH ALL FEDERAL, STATE, AND LOCAL LAWS

REQUIRED FOR THE PROTECTION OF THE PUBLIC HEALTH AND SAFETY AND ENVIRONMENTAL

QUALITY.

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

AREAS FREE FROM DUST NUISANCE. THE WORK SHALL BE IN CONFORMANCE WITH THE AIR

POLLUTION CONTROL STANDARDS AND REGULATIONS OF THE STATE DEPARTMENT OF HEALTH.

3. NO CONTRACTOR SHALL PERFORM ANY CONSTRUCTION ACTIVITY SO AS TO CAUSE FALLING ROCK, SOIL OR DEBRIS IN ANY FORM TO FALL, SLIDE OR FLOW ONTO ADJOINING PROPERTIES, STREETS

OR NATURAL WATERCOURSES. SHOULD SUCH VIOLATIONS OCCUR, THE CONTRACTOR SHALL

IMMEDIATELY MAKE ALL REMEDIAL ACTIONS NECESSARY.

4. THE CONTRACTOR SHALL PROVIDE, INSTALL AND MAINTAIN ALL NECESSARY SIGNS, LIGHTS, FLARES, BARRICADES, MARKERS, CONES AND OTHER PROTECTIVE FACILITIES AND SHALL TAKE ALL

NECESSARY PRECAUTIONS FOR THE PROTECTION, CONVENIENCE AND SAFETY OF THE PUBLIC.

THE CONTRACTOR SHALL APPLY FOR A CONSTRUCTION PERMIT WITH A NOISE POLLUTION

CONTROL PLAN.

MALA BOAT RAMP SITE IMPROVEMENTS

B48CM75A

FINAL SUBMITTAL

JOB NO.

REVISION

NO.

SYM. DESCRIPTION SHT./OF DATE APPROVED

DESIGNED:

DRAWN:

CHECKED:

SUBMITTED:

DRAWING NO.APPROVED:

STATE OF HAWAII

DEPARTMENT OF LAND AND NATURAL RESOURCES

DIVISION OF BOATING AND OCEAN RECREATION

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION.

EXPIRATION DATE OF THE LICENSE

BY:

DATE:

DATE:

SCALE:

ADMINISTRATOR DATE

SHEET NO. OF SHEETS

KAULA AE, LLC

APRIL 30, 2026

2 26

GENERAL NOTES

G-1

AT

JL

JN NONE

WATER POLLUTION AND EROSION CONTROL NOTES

GENERAL:

1. THE CONTRACTOR IS REMINDED OF THE REQUIREMENTS OF SECTION 209-WATER POLLUTION AND

EROSION CONTROL, IN THE "HAWAII STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE

CONSTRUCTION" 2005, AS AMENDED. SECTION 209 DESCRIBES BUT IS NOT LIMITED TO: SUBMITTAL

REQUIREMENTS; SCHEDULING OF A WATER POLLUTION AND EROSION CONTROL CONFERENCE

WITH THE ENGINEER; CONSTRUCTION REQUIREMENTS; METHOD OF MEASUREMENTS; AND BASIS

OF PAYMENT. NO WORK SHALL COMMENCE WITHOUT A BMP PLAN APPROVED BY THE DEPARTMENT

OF HEALTH.

2. ALL WORK SHALL BE IN ACCORDANCE WITH CHAPTER 20 - ENVIRONMENTAL PROTECTION, OF THE

MAUI COUNTY CODE, AND AS SHOWN ON THE APPROVED PLANS.

3. THE CONTRACTOR SHALL KEEP A COPY OF THE APPROVED BMP, NOI, ETC. ON THE PROJECT SITE.

THE BMP SHALL BE UPDATED TO REFLECT ANY CHANGES MADE DURING THE COURSE OF

CONSTRUCTION FOR THE DURATION OF THE PROJECT.

4. THE STATE MAY ASSESS LIQUIDATED DAMAGES OF UP TO $27,000 FOR NONCOMPLIANCE OF EACH

BMP REQUIREMENT AND EACH REQUIREMENT STATED IN SECTION 209, FOR EVERYDAY OF

NON-COMPLIANCE. THERE IS NO MAXIMUM LIMIT ON THE AMOUNT ASSESSED PER DAY.

5. THE STATE MAY DEDUCT THE COST FROM THE PROGRESS PAYMENT FOR ALL CITATIONS RECEIVED

FOR NON COMPLIANCE, OR THE CONTRACTOR SHALL REIMBURSE THE STATE, AND/OR COUNTY

FOR THE FULL AMOUNT OF THE OUTSTANDING COST INCURRED BY THE STATE. WHICHEVER IS

GREATER.

WASTE DISPOSAL:

1. WASTE MATERIALS: ALL WASTE MATERIALS SHALL BE COLLECTED AND STORED IN A SECURELY

LIDDED METAL DUMPSTER THAT DOES NOT BREAK/LEAK. THE DUMPSTER SHALL MEET ALL LOCAL

AND STATE SOLID WASTE MANAGEMENT REGULATIONS. ALL CONSTRUCTION TRASH AND DEBRIS

FROM THE SITE SHALL BE DEPOSITED IN THE DUMPSTER. THE DUMPSTER SHALL BE EMPTIED A

MINIMUM OF TWICE PER WEEK OR AS OFTEN AS IS DEEMED NECESSARY. NO CONSTRUCTION

WASTE MATERIALS SHALL BE BURIED ONSITE. THE CONTRACTOR'S SUPERVISORY PERSONNEL

SHALL BE INSTRUCTED REGARDING THE CORRECT PROCEDURE FOR WASTE DISPOSAL. NOTICES

STATING THESE PRACTICES SHALL BE POSTED IN THE OFFICE TRAILER AND THE CONTRACTOR

SHALL BE RESPONSIBLE TO SEE THAT THESE PROCEDURES ARE FOLLOWED.

2. SANITARY WASTE: ALL SANITARY WASTE SHALL BE COLLECTED FROM THE PORTABLE UNITS A

MINIMUM OF ONCE PER WEEK, OR MORE FREQUENTLY AS REQUIRED.

EROSION AND SEDIMENT CONTROL INSPECTION AND MAINTENANCE PRACTICES:

1. ALL CONTROL MEASURES SHALL BE INSPECTED AT LEAST ONCE EACH WEEK AND WITHIN 24 HOURS

FOLLOWING ANY RAINFALL OF 0.5 INCHES OR GREATER.

2. ALL MEASURES SHALL BE MAINTAINED IN GOOD WORKING ORDER. IF REPAIR IS NECESSARY, IT

SHALL BE INITIATED WITHIN 24 HOURS AFTER THE INSPECTION.

3. BUILT UP SEDIMENT SHALL BE REMOVED FROM SILT BARRIER AND FILTER SOCKS, WHEN IT HAS

REACHED ONE-THIRD THE HEIGHT OF THE BARRIER.

4. SILT BARRIER SHALL BE INSPECTED FOR DEPTH OF SEDIMENT, TEARS, TO VERIFY THAT THE

FABRIC IS SECURED TO THE SANDBAGS.

5. TEMPORARY AND PERMANENT SEEDING AND PLANTING SHALL BE INSPECTED FOR BARE SPOTS, WASH OUTS AND HEALTHY GROWTH.

6. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER A MAINTENANCE INSPECTION REPORT

PROMPTLY AFTER EACH WEEKLY INSPECTION.

7. THE CONTRACTOR SHALL SELECT A MINIMUM OF THREE PERSONNEL WHO SHALL BE RESPONSIBLE

FOR INSPECTIONS, MAINTENANCE AND REPAIR ACTIVITIES AND FILLING OUT THE INSPECTION AND

MAINTENANCE REPORT.

8. PERSONNEL SELECTED FOR THE INSPECTION AND MAINTENANCE RESPONSIBILITIES SHALL

RECEIVE TRAINING FROM THE CONTRACTOR. THEY SHALL BE TRAINED IN ALL THE INSPECTION AND

MAINTENANCE PRACTICES NECESSARY FOR KEEPING THE EROSION AND SEDIMENT CONTROLS

USED ONSITE IN GOOD WORKING CONDITIONS.

9. ALL SLOPES AND EXPOSED AREAS SHALL BE GRASSED OR PERMANENTLY STABILIZED AS FINAL GRADES HAVE BEEN ESTABLISHED. GRADING TO FINAL GRADE SHALL BE CONTINUOUS, AND ANY

AREA IN WHICH WORK HAS BEEN INTERRUPTED OR DELAYED OR EXPOSED FOR MORE THAN 15

DAYS SHALL BE GRASSED OR PERMANENTLY STABILIZED IN ORDER TO PREVENT DUST, EROSION, AND SILT RUNOFF. AREAS WITH IMPORTED SOILS SHALL BE GRASSED OR PERMANENTLY

STABILIZED NO MORE THAN 5 WORKING DAYS AFTER THE FINAL GRADES HAVE BEEN ESTABLISHED.

10. TEMPORARY EROSION CONTROLS SHALL NOT BE REMOVED BEFORE PERMANENT EROSION

CONTROLS ARE IN PLACE AND ESTABLISHED.

WATER POLLUTION AND EROSION CONTROL NOTES (CONT)

GOOD HOUSEKEEPING BEST MANAGEMENT PRACTICES

MATERIALS POLLUTION PREVENTION PLAN:

1. APPLICABLE MATERIALS OR SUBSTANCES LISTED BELOW ARE EXPECTED TO BE PRESENT

ONSITE DURING CONSTRUCTION. OTHER MATERIALS AND SUBSTANCES NOT LISTED BELOW

SHALL BE ADDED TO THE INVENTORY OR TO THE CONSTRUCTION CONTRACTOR'S

SITE-SPECIFIC BMP PLAN.

CONCRETE FERTILIZER

DETERGENTS PETROLEUM BASED PRODUCTS

PAINTS (ENAMEL AND LATEX) CLEANING SOLVENTS

METAL STUDS WOOD

TAR MASONRY BLOCKS

2. MATERIAL MANAGEMENT PRACTICES SHALL BE USED TO REDUCE THE RISK OF SPILLS OR

OTHER ACCIDENTAL EXPOSURE OF MATERIALS AND SUBSTANCES TO STORM WATER RUNOFF.

AN EFFORT SHALL BE MADE TO STORE ONLY ENOUGH PRODUCTS AS IS REQUIRED TO DO THE

JOB.

3. ALL MATERIALS STORED ONSITE SHALL BE STORED IN A NEAT, ORDERLY MANNER IN THEIR

APPROPRIATE CONTAINERS AND IF POSSIBLE UNDER A ROOF OR OTHER ENCLOSURE.

4. PRODUCTS SHALL BE KEPT IN THEIR ORIGINAL CONTAINERS WITH THE ORIGINAL

MANUFACTURER'S LABEL.

5. SUBSTANCES SHALL NOT BE MIXED WITH ONE ANOTHER UNLESS RECOMMENDED BY THE

MANUFACTURER.

6. A PRODUCT SHALL BE USED UP COMPLETELY BEFORE DISPOSING OF THE CONTAINER.

7. MANUFACTURER'S RECOMMENDATION FOR PROPER USE AND DISPOSAL SHALL BE FOLLOWED.

8. THE CONTRACTOR SHALL CONDUCT A DAILY INSPECTION TO ENSURE PROPER USE AND

DISPOSAL OF MATERIALS ONSITE.

HAZARDOUS MATERIAL POLLUTION PREVENTION PLAN:

1. PRODUCTS SHALL BE KEPT IN ORIGINAL CONTAINERS UNLESS THEY ARE NOT REUSABLE.

2. ORIGINAL LABELS AND MATERIALS SAFETY DATA SHEETS (MSDS) SHALL BE RETAINED AND

MADE AVAILABLE TO ENGINEER UPON REQUEST.

3. SURPLUS PRODUCTS SHALL BE DISPOSED OF ACCORDING TO MANUFACTURER'S INSTRUCTIONS

OR LOCAL AND STATE RECOMMENDED ACTIONS.

ONSITE AND OFFSITE PRODUCT SPECIFIC PLANS:

1. PETROLEUM BASED PRODUCTS: ALL ONSITE VEHICLES SHALL BE MONITORED FOR LEAKS AND

RECEIVE REGULAR PREVENTATIVE MAINTENANCE TO REDUCE THE CHANCE OF LEAKAGE.

PETROLEUM PRODUCTS SHALL BE STORED IN TIGHTLY SEALED CONTAINERS WHICH ARE

CLEARLY LABELED. ANY ASPHALT SUBSTANCES USED ONSITE SHALL BE APPLIED ACCORDING

TO MANUFACTURER'S RECOMMENDATION.

HISTORICAL PRESERVATION NOTES

1. IF CULTURAL MATERIALS ARE DISCOVERED DURING CONSTRUCTION, ALL EARTH-MOVING ACTIVITY

WITHIN AND AROUND THE IMMEDIATE DISCOVERY AREA SHALL BE DIVERTED UNTIL A QUALIFIED

ARCHAEOLOGIST CAN ASSESS THE NATURE AND SIGNIFICANCE OF THE FIND.

2. IF PREVIOUSLY UNIDENTIFIED NON-BURIAL HISTORIC PROPERTIES, OR UNANTICIPATED EFFECTS

ARE DISCOVERED, THE CONTRACTOR SHALL FOLLOW HAWAII ADMINISTRATIVE RULES (HAR)

§13-280 "RULES GOVERNING GENERAL PROCEDURES FOR INADVERTENT DISCOVERIES OF

HISTORIC PROPERTIES DURING A PROJECT COVERED BY THE HISTORIC PRESERVATION REVIEW

PROCESS."

3. IF HUMAN REMAINS ARE DISCOVERED, HAR §13-300 STATES THAT FURTHER DISTURBANCES AND ACTIVITIES SHALL CEASE IN ANY AREA OR NEARBY AREA SUSPECTED TO OVERLIE REMAINS AND

THE SHPD AND THE POLICE DEPARTMENT WILL BE CONTACTED. THE APPROPRIATE PROCESS

WOULD THEN PROCEED IN CONFORMANCE WITH HAR §13-300, SUBCHAPTER 4 "PROCEDURES FOR

PROPER TREATMENT OF BURIAL SITES AND HUMAN SKELETAL REMAINS."

4. IN THE EVENT HISTORIC REMAINS, SUCH AS ARTIFACTS, BURIALS, OR CONCENTRATIONS OF SHELL

OR CHARCOAL ARE ENCOUNTERED DURING CONSTRUCTION ACTIVITIES, WORK SHALL

IMMEDIATELY CEASE IN THE VICINITY OF THE ENCOUNTER. NOTIFY THE STATE HISTORIC

PRESERVATION DIVISION AT (808) 692-8015, FOR AN ASSESSMENT OF THE ENCOUNTER AND

RECOMMENDATIONS ON MITIGATION MEASURES.

NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM

(NPDES)

1. THIS PROJECT DISTURBS ONE (1) ACRE OR MORE OF LAND. COMPLY WITH ALL REQUIREMENTS

OF THE NPDES GENERAL PERMIT FOR DISCHARGES OF STORM WATER ASSOCIATED WITH

CONSTRUCTION ACTIVITIES, AS ADMINISTERED BY THE DEPARTMENT OF HEALTH, STATE OF

HAWAII (DOH) PURSUANT TO HAR CHAPTER 11-55 APPENDICES A AND C.

1.1. DO NOT COMMENCE CONSTRUCTION UNTIL NOTICE OF GENERAL PERMIT COVERAGE

(NGPC) IS RECEIVED FROM DOH.

1.2. A SITE-SPECIFIC STORMWATER POLLUTION PREVENTION PLAN (SWPPP) HAS BEEN

DEVELOPED FOR THIS PROJECT. THE CONTRACTOR SHALL IMPLEMENT, MAINTAIN, AND

INSPECT ALL BEST MANAGEMENT PRACTICES (BMPS) AS DETAILED IN THE SWPPP AND

SHOWN ON THE EROSION AND SEDIMENT CONTROL PLANS.

1.3. A COPY OF THE NOTICE OF INTENT (NOI), NGPC, AND SWPPP SHALL BE KEPT ON-SITE AT

ALL TIMES AND MADE AVAILABLE UPON REQUEST.

1.4. DOCUMENT MODIFICATIONS TO BMPS AND CHANGES IN SITE CONDITIONS IN THE SWPPP IN

ACCORDANCE WITH PERMIT REQUIREMENTS.

1.5. THE CONTRACTOR SHALL ENSURE THAT NO UNAUTHORIZED NON-STORMWATER OR

POLLUTED STORM WATER DISCHARGES LEAVE THE PROJECT SITE.

2. PRIOR TO COMMENCING CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL

ADDITIONAL DOH PERMITS REQUIRED DUE TO CONTRACTOR OPERATIONS. THESE MAY

INCLUDE, BUT ARE NOT LIMITED TO: NPDES NOTICE OF INTENT AND GENERAL PERMIT

COVERAGE FOR DISCHARGES OF HYDROTESTING WATERS AND DISCHARGES ASSOCIATED

WITH CONSTRUCTION ACTIVITY DEWATERING.

ABBREVIATIONS

MALA BOAT RAMP SITE IMPROVEMENTS

B48CM75A

FINAL SUBMITTAL

JOB NO.

REVISION

NO.

SYM. DESCRIPTION SHT./OF DATE APPROVED

DESIGNED:

DRAWN:

CHECKED:

SUBMITTED:

DRAWING NO.APPROVED:

STATE OF HAWAII

DEPARTMENT OF LAND AND NATURAL RESOURCES

DIVISION OF BOATING AND OCEAN RECREATION

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION.

EXPIRATION DATE OF THE LICENSE

BY:

DATE:

DATE:

SCALE:

ADMINISTRATOR DATE

SHEET NO. OF SHEETS

KAULA AE, LLC

APRIL 30, 2026

3 26

GENERAL NOTES, LEGEND AND ABBREVIATIONS

G-2

AT

JL

JN NONE

LEGEND

AC ASPHALT CONCRETE

ADA AMERICANS WITH DISABILITY ACT

APPROX APPROXIMATE

ARV AIR RELEASE VALVE

AWWA AMERICAN WATERWORKS ASSOCIATION

B BOLE / BOTTOM

BC BOTTOM OF CURB

BB BOTTOM BANK

BLDG BUILDING

BM BENCHMARK

BMP BEST MANAGEMENT PRACTICES

BOT BOTTOM

BV BOTTOM VERTICAL

BVC BEGIN VERTICAL CURVE

BW BOTTOM WALL

C / CONC CONCRETE

CCJ CRACK CONTROL JOINTS

℄ CENTERLINE

CF CUBIC FEET

CH CHORD LENGTH (CURVE)

CLF CHAIN LINK FENCE

CMU CONCRETE MASONRY UNIT

CO CLEANOUT

CONT. CONTINUOUS

CP CONTROL POINT

CRM CONCRETE ROCK MASONRY

CY CUBIC YARD

Ø,DIA DIAMETER

DI DUCTILE IRON

DLNR DEPARTMENT OF LAND AND NATURAL RESOURCE

DOBOR DIVISION OF BOATING AND OCEAN RECREATION

DOFAW DIVISION OF FORESTRY AND WILDLIFE

DPW DEPARTMENT OF PUBLIC WORKS

DWG(S) DRAWINGS

DWS DEPARTMENT OF WATER SUPPLY

D/W DRIVEWAY

E EAST, EASTING

EA EACH

EC END CURVE

EG EXISTING GROUND

ELEC ELECTRIC, ELECTRICAL

ELEV, EL ELEVATION

EM ELECTRIC METER

EPIM EDGE OF PAVEMENT MARKING

EVC END VERTICAL CURVE

EW EACH WAY

EXIST EXISTING

EXP JT EXPANSION JOINT

EQ EQUAL

FF FINISH FLOOR

FG FINISH GRADE

FH FIRE HYDRANT

FT FEET

G, GRD GROUND

GB GRADE BREAK

GP GUARD POST / BOLLARDS

GUY GUY WIRE ANCHOR

H HEIGHT

H= APPROXIMATE HEIGHT

HORIZ HORIZONTAL

IBX IRRIGATION BOX

ICV IRRIGATION CONTROL VALVE

ID INSIDE DIAMTER

IN INCH(ES)

INV INVERT

ISA INTERNATIONAL SYMBOL OF ACCESS

L LEFT, LENGTH

LB POUND

Lc LENGTH OF CURVE (CURVE LENGTH)

LF LINEAR FEET

LP LIGHT POLE

MAX MAXIMUM

MIN MINIMUM

MON MONUMENT

N NORTHING

NIC NOT IN CONTRACT

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OH/u OVERHEAD UTILITY

PAVT PAVEMENT

PC POINT OF CURVATURE

PCC POINT OF COMPOUND CURVE

PORTLAND CEMENT CONCRETE

PI POINT OF INTERSECTION

PRC POINT OF REVERSE CURVE

PT POINT OF TANGENCY, POINT

PVI POINT OF VERTICAL INTERSECTION

PVC POLYVINYL CHLROIDE

PSI POUNDS PER SQUARE INCH

R RADIUS, RIDGE

RCJ REINFORCED CONCRETE JACKET

REINF REINFORCED

REQD REQUIRED

RP RADIUS POINT

RPM RAISED PAVEMENT MARKER

Rt RIGHT

ROW RIGHT-OF-WAY

S= SLOPE

SF SQUARE FEET

SMH SEWER MANHOLE

SN SIGN

STD STANDARD

STA STATION / CONTROL

SWPPP STORMWATER POLLUTION PREVENTION PLAN

SY SQUARE YARD

T TOP

TC TOP OF CURB

TD TOP DIRT

TMK TAX MAP KEY

TN TRUE NORTH

TRANS. TRANSITION

TS TOP OF STEM

TW TOP WALL

TYP TYPICAL

UBX UTILITY BOX

UL UNDERWRITERS LABORATORIES

UP UTILITY POLE

UPSL UTILITY POLE WITH STREET LIGHT

V, VER, VERT VERTICAL

VC VERTICAL CURVE

W WIDTH

W/ WITH

WD WOOD

WL WATERLINE

WM WATER METER

W.W.F. WELDED WIRE FABRIC

WV WATER VALVE

AC PAVEMENT

CONCRETE PAVEMENT

CONTOUR

BUILDING

BENCHMARK

PROPERTY LINE

9.50 PAVT

SPOT ELEVATION

SEWER LINE W/ SIZE

TREE

WATER SERVICE LINE W/ SIZE

BACKFLOW PREVENTER

WATER VALVE

WATER MANHOLE

SIGN

LIGHT POLE

SEWER MANHOLE

OVERHEAD

CONCRETE ROCK MASONRY WALL

FIRE HYDRANT

W1-1/2

D 6

EXISTING NEW

DRAIN LINE W/ SIZE

LIMITS OF WORK

GRADING NOTES

1. ALL GRADING WORK SHALL CONFORM TO CHAPTER 20.08 OF THE MAUI COUNTY CODE.

2. REMOVE ALL SILT AND DEBRIS DEPOSITED IN DRAINAGE FACILITIES, ROADWAYS AND OTHER AREAS

RESULTING FROM HIS WORK. THE COST INCURRED FOR ANY NECESSARY REMEDIAL ACTION BY THE

OWNER SHALL BE PAYABLE BY THE CONTRACTOR.

3. AT CONTRACTOR'S OWN EXPENSE, 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".

4. ALL GRADING OPERATIONS SHALL BE PERFORMED IN CONFIRMATIVE WITH APPLICABLE PROVISIONS OF THE HAWAII ADMINISTRATIVE RULES, TITLE 11, CHAPTER 55, WATER POLLUTION CONTROL AND CHAPTER 54, WATER QUALITY STANDARDS, AND THE SOIL EROSION AND SEDIMENTATION CONTROL

STANDARDS AND GUIDELINES OF THE DEPARTMENT OF PUBLIC WORKS, MAUI COUNTY.

5. INFORM DLNR OF THE LOCATIONS OF THE DISPOSAL AND/OR BORROW SITE(S) REQUIRED FOR THIS PROJECT. THE DISPOSAL AND/OR BORROW SITE(S) MUST ALSO FULFILL THE REQUIREMENTS OF THE

GRADING ORDINANCE.

6. NO GRADING WORK SHALL BE DONE ON SATURDAYS, SUNDAYS AND HOLIDAYS AT ANY TIME

WITHOUT PRIOR APPROVAL FROM THE DLNR DOBOR. GRADING WORK ON NORMAL WORKING DAYS

SHALL BE BETWEEN THE HOURS OF 7:00 AM TO 3:30 PM.

7. FILLS FOR ROADWAY SHALL BE COMPACTED TO 90 PERCENT (90%) OF MAXIMUM DENSITY PER ASTM

D1557 TEST.

8. VERIFY ALL LINES, LEVELS, ELEVATIONS, AND IMPROVEMENTS INDICATED ON THE DRAWINGS

BEFORE ANY CLEARING, EXCAVATION OR CONSTRUCTION BEGINS. ANY DISCREPANCY SHALL BE

IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER AND ANY CHANGE SHALL BE MADE IN ACCORDANCE WITH HIS INSTRUCTION. STARTING OF CLEARING AND GRUBBING OPERATIONS SHALL

BE CONSTRUED TO MEAN THE CONTRACTOR AGREES THAT THE EXISTING GRADES AND

IMPROVEMENTS ARE ESSENTIALLY CORRECT AS SHOWN. THE CONTRACTOR SHALL NOT BE

ENTITLED TO EXTRA PAYMENT IF EXISTING GRADES AND IMPROVEMENTS ARE IN ERROR AFTER HIS VERIFICATION THEREOF, OR IF HE FAILS TO REPORT THE DISCREPANCIES BEFORE PROCEEDING

WITH ANY WORK WHETHER WITHIN AREA AFFECTED OR NOT.

DRAIN MANHOLE

HOSE BIBB

CONCRETE JERSEY BARRIER

TRENCH DRAIN

TMK: (2) 4-5-004: 063

TMK: (2) 4-5-005: 021

TMK: (2) 4-5-005: 021

TMK: (2) 4-5-005: 001

FRONT STREET (COUNTY OF MAUI)

UNAHIOLE STREET (COUNTY OF MAUI)

AL

A M

OA

NA

ST

RE

ET

(C

OU

NT

Y O F M

AU

I)

KAHOMA STREAM

COUNTY OF MAUI

COUNTY OF MAUI

DLNR: DIVISION OF OCEAN AND BOATING RECREATION

COUNTY OF MAUI

COUNTY OF MAUI

TMK: (2) 4-5-004: 011

PROPERTY LINE, TYP

TO LAHAINA

TO KAANAPALI

LIMITS OF WORK, TYP

POSSIBLE CONTRACTOR

STAGING AREA

POSSIBLE CONTRACTOR STAGING AREA

APPROXIMATE LIMITS

OF CEMETERY

APPROXIMATE LIMITS OF CEMETERY

POSSIBLE CONTRACTOR STAGING AREA, SEE NOTE 5

EXISTING BUILDING LEASED

TO LAHAINA YACHT CLUB

EXISTING BOAT RAMP

EXISTING BEACH ACCESS

EXISTING COMFORT STATION

MALA BOAT RAMP SITE IMPROVEMENTS

B48CM75A

FINAL SUBMITTAL

JOB NO.

REVISION

NO. SYM. DESCRIPTION SHT./OF DATE APPROVED

DESIGNED:

DRAWN:

CHECKED:

SUBMITTED:

DRAWING NO.APPROVED:

STATE OF HAWAII

DEPARTMENT OF LAND AND NATURAL RESOURCES

DIVISION OF BOATING AND OCEAN RECREATION

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION.

EXPIRATION DATE OF THE LICENSE

BY:

DATE:

DATE:

SCALE:

ADMINISTRATOR DATE

SHEET NO. OF SHEETS

KAULA AE, LLC

APRIL 30, 2026

4 26

PHASING, ACCESS AND STAGING PLAN

G-3

AT

JL

JN 1" = 40'

GRAPHIC SCALE

0" 40' 80' 120'

1" = 40'

20'

SCALE:

PHASING, ACCESS AND STAGING PLAN

1" = 40'

TRUE NORTH

SCALE: 1 IN = 40 FT

PHASING AND ACCESS NOTES:

1. PHASE AND SEQUENCE THE WORK TO MAINTAIN PUBLIC ACCESS

TO THE BOAT RAMP DURING CONSTRUCTION. MINIMIZE THE

EXTENT AND DURATION OF TIME THE BOAT RAMP WILL BE

INACCESSIBLE. PROVIDE AT LEAST 14 DAYS WRITTEN NOTICE TO

DLNR DOBOR PRIOR TO ANY SHUTDOWN ACTIVITY. PROPOSED

ACTIVITY SHALL NOT PROCEED WITHOUT WRITTEN ACCEPTANCE

FROM DLNR DOBOR.

2. SUBMIT A WRITTEN NARRATIVE AND CONSTRUCTION SCHEDULE

IDENTIFYING THE WORK SEQUENCE AT LEAST 30 DAYS PRIOR TO

COMMENCING WORK.

3. COORDINATE TEMPORARY STAGING AND LAYDOWN AREA(S)

WITH DLNR DOBOR DISTRICT MANAGEMENT.

4. RESTORE STAGING AND LAYDOWN AREAS TO EXISTING OR

BETTER CONDITION.

5. OBTAIN ANY REQUIRED APPROVALS AND PERMITS FOR USE OF

STAGING AND LAYDOWN AREA ON LAND NOT OWNED BY DLNR

DOBOR.

6. DURING COMFORT STATION RENOVATIONS WHEN RESTROOM

FACILITIES ARE UNAVAILABLE FOR PUBLIC USE, PROVIDE

TEMPORARY PORTABLE TOILETS FACILITIES AT THE DIRECTION

OF THE ENGINEER. COORDINATE WITH DLNR DOBOR DISTRICT

MANAGEMENT.

TMK: (2) 4-5-005: 021

TMK: (2) 4-5-005: 001

KAHOMA STREAM

FRONT STREET (COUNTY OF MAUI)

UNAHIOLE STREET (COUNTY OF MAUI)

AL

A M

OA

NA

ST

RE

ET

(C

OU

NT

Y O F M

AU

I)

DLNR: DIVISION OF OCEAN AND BOATING RECREATION

COUNTY OF MAUI

COUNTY OF MAUI

COUNTY OF MAUI

00 0 0 0 0 0

00 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0000000000000

000000000000000

00000 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0000000000000000 000000000000000000000000000

0000000000000000 000000000000000000000000

0000000 00 00 0 0 0 0 0 0 0 0 0 0 0

0000000 00 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0

PROPERTY LINE

FILTER SOCK

OR SILT FENCE

DUST SCREEN

FILTER FABRIC

CONSTRUCTION

INGRESS / EGRESS

TO LAHAINA

TO KAANAPALI

LIMITS OF WORK, TYP

DOUBLE PERIMETER CONTROLS,

FILTER SOCK OR SILT FENCE

DOUBLE PERIMETER CONTROLS,

FILTER SOCK OR SILT FENCE

MALA BOAT RAMP SITE IMPROVEMENTS

B48CM75A

FINAL SUBMITTAL

JOB NO.

REVISION

NO. SYM. DESCRIPTION SHT./OF DATE APPROVED

DESIGNED:

DRAWN:

CHECKED:

SUBMITTED:

DRAWING NO.APPROVED:

STATE OF HAWAII

DEPARTMENT OF LAND AND NATURAL RESOURCES

DIVISION OF BOATING AND OCEAN RECREATION

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION.

EXPIRATION DATE OF THE LICENSE

BY:

DATE:

DATE:

SCALE:

ADMINISTRATOR DATE

SHEET NO. OF SHEETS

KAULA AE, LLC

APRIL 30, 2026

5 26

EROSION AND SEDIMENT CONTROL PLAN

G-4

AT

JL

JN 1" = 40'

GRAPHIC SCALE

0" 40' 80' 120'

1" = 40'

20'

SCALE:

EROSION AND SEDIMENT CONTROL PLAN

1" = 40'

0 0 0 0 0

LEGEND

PROPERTY LINE

EXISTING CONTOUR

PROPOSED DRAINAGE FLOW

AREA OF WORK / LIMITS OF

DISTURBANCE

STABILIZED CONSTRUCTION

ENTRANCE / EXIT

PERIMETER CONTROL

FILTER SOCK / SILT FENCE

DUST SCREEN FILTER FABRIC

EROSION & SEDIMENT CONTROL NOTES:

1. CONTRACTOR SHALL COORDINATE WITH DLNR DOBOR DISTRICT

MANAGEMENT TO ENSURE THE WORK AND EROSION AND

SEDIMENT CONTROL MEASURES ACCOMMODATE BOAT RAMP

OPERATIONS AND BEACH ACCESS.

2. ADD ADDITIONAL BMPS TO FACILITATE DIFFERENT PHASES OF

CONSTRUCTION OR TO ACCOMMODATE CONTRACTOR'S MEANS

AND METHODS. TRACK ADDITIONAL BMPS AND DIFFERENT

PHASES IN THE PROJECT'S SWPPP.

3. DURING CONSTRUCTION, PROVIDE INLET PROTECTION FOR THE

TRENCH DRAIN, SEE DETAIL

TRUE NORTH

SCALE: 1 IN = 40 FT

G-5

G-5

G-5

G-5

PLAN

SECTION

PROTECTED AREA

WORK AREA

WORK AREAPROTECTED AREA

PROTECTED AREA

WORK AREA

OVERLAP

6'-0" O.C. MAX

6" M

IN

ELEVATION

6" M

IN

6"18

SECTION

12"Ø FILTER SOCK

12"Ø FILTER SOCK

SANDBAG TO SECURE EACH END

SANDBAG

MIN. LENGTH = 18"

MIN. WIDTH = 12"

MIN. THICKNESS = 3"

PLACE EVERY 6'

TYP.

SANDBAG12"Ø FILTER SOCK

6" MIN. OVERLAP

LIMITS OF GRADING

EXISTING

GROUND

#6 REBAR W/CAP (TYP.)

FILL W/ NATIVE SOIL

AND COMPACT

LIMITS OF GRADING

GEOTEXTILE FABRIC (MIRAFI

100X OR EQUIVALENT) SILT

FENCE ANCHORED WITH REBAR

#6 REBAR W/ CAP (TYP.)

FASTEN SILT FENCE

TO REBAR (TYP.)EXISTING GROUND

GEOTEXTILE FABRIC

RUNOFF FLOW

SCALE:

G-5

SILT FENCE DETAIL

NTSSCALE:

G-5

FILTER SOCK DETAIL

NTS

RUNOFF FLOW

RUNOFF FLOW

RUNOFF FLOW

EXISTING

PAVEMENT

EXISTING

PAVEMENT

PLAN VIEW

NOTES:

1. STONE - 3"-6" COARSE AGGREGATE.

2. LENGTH - AS EFFECTIVE, BUT NOT LESS THAN 30 FEET.

3. WIDTH - AS EFFECTIVE, BUT NOT LESS THAN 20 FEET.

4. THICKNESS - NOT LESS THAN EIGHT (8) INCHES.

5. WASHING - WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE

SEDIMENT PRIOR TO ENTRANCE ONTO ADJACENT PAVED AREAS. WHEN

WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED

WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT

TRAP OR SEDIMENT BASIN. ALL SEDIMENT SHALL BE PREVENTED FROM

ENTERING ANY STORM DRAIN, DITCH, OR WATERCOURSE THROUGH USE

OF SAND BAGS, GRAVEL, BOARDS OR OTHER APPROVED METHODS.

6. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION

WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO

ADJACENT PAVED AREAS. THIS MAY REQUIRE PERIODIC TOP DRESSING

WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR

CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL

SEDIMENT OR CONSTRUCTION MATERIALS SPILLED, DROPPED, WASHED

OR TRACKED ONTO ADJACENT PAVED ROAD SURFACES MUST BE

REMOVED IMMEDIATELY.

30' MIN.

4"

MI

N.

' M

IN

30' MIN

8" THICK, 3" - 6"

COARSE AGGREGATE

EXISTING

GROUND

NON-WOVEN GEOTEXTILE FABRIC

USE SAND BAGS OR

BARRIER TO PREVENT

TRAFFIC SHORT CIRCUIT

8" THICK, 3" - 6"

COARSE AGGREGATE

SHAKER PLATES

(OPTIONAL)

PROFILE

EXISTING

GROUND

SCALE:

G-5

STABILIZED CONSTRUCTION ENTRANCE DETAIL

NTS

1'

MIN.

DUST SCREEN/FILTER FABRIC

MALA BOAT RAMP SITE IMPROVEMENTS

B48CM75A

FINAL SUBMITTAL

JOB NO.

REVISION

NO.

SYM. DESCRIPTION SHT./OF DATE APPROVED

DESIGNED:

DRAWN:

CHECKED:

SUBMITTED:

DRAWING NO.APPROVED:

STATE OF HAWAII

DEPARTMENT OF LAND AND NATURAL RESOURCES

DIVISION OF BOATING AND OCEAN RECREATION

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION.

EXPIRATION DATE OF THE LICENSE

BY:

DATE:

DATE:

SCALE:

ADMINISTRATOR DATE

SHEET NO. OF SHEETS

KAULA AE, LLC

APRIL 30, 2026

6 26

EROSION CONTROL DETAILS

G-5

AT

JL

JN NONE

TREE PROTECTION ZONE FENCE NOTES:

1. FOR TREES THAT ARE IN NARROW PLANTING STRIPS, THE ENTIRE PLANTING STRIP

SHALL BE ENCLOSED.

2. FOR TREE WELLS AND SMALL PLANTER AREAS THAT ARE FULL OF ROOTS, USE

PLASTIC TRAFFIC BARRICADES (WATER FILLABLE) MINIMUM (3) EACH, OR TYPE 1 OR

TYPE 2 BARRICADES, MINIMUM (4) EACH OR AS DETERMINED BY DLNR.

3. TREE WILL REQUIRE SUPPLEMENTAL WATERING.

4. IF THE FENCE IS INSIDE THE DRIP LINE, PLYWOOD BOARDS OR STEEL PLATES OR

HEAVY DUTY GROUND PROTECTION MATS OVER AN 8" MULCH LAYER WILL BE

REQUIRED TO PROTECT THE TREE ROOTS AND CONSTRUCTION EQUIPMENT

VEHICLES.

5. 2" GALVANIZED IRON POSTS, DRIVEN INTO THE GROUND TO MIN. 24" DEPTH, AT NO

MORE THAN 10' SPACING.

6. AVOID DAMAGING ROOTS DURING FENCE POST INSTALLATION.

PROTECTION

ZONE

EXIST

TREE

DIA OF FENCE TREE

PROTECTION ZONE

NO GRADING, COMPACTION,

OR CONSTRUCTION WITHIN

TREE DRIP LINE

TREE DRIP LINE

DIA OF FENCE TO THE

EDGE OF THE DRIP LINE OR

AS DETERMINED BY DLNR.

ORANGE PLASTIC

MESH

FINISH

GRADE

5'- 0"

T O

6'- 0"

TREE

PROTECTION

ZONE WARNING

SIGN (TYP)

SCALE:

G-5

TREE PROTECTION DETAIL

NTS

SILT SOCK (TYP.

ALL AROUND),

SEE DETAIL

TRENCH DRAIN

COMPOSITE GRATING

ENDS OF FILTER FABRIC

SANDWICHED BETWEEN

GRATE AND FRAME

NON-WOVEN

GEOTEXTILE FABRIC

NOTES:

1. INSTALL THE SEDIMENT CONTROL FILTERS ONE DAY PRIOR TO EXCAVATION

WORK NEAR THE TRENCH DRAIN AND WHEN THE TRENCH DRAIN MAY RECEIVE

RUNOFF FROM ANY GROUND DISTURBANCE WORK. REMOVE THE SEDIMENT

CONTROL FILTERS AFTER COMPLETION OF FINAL PAVING AND PERMANENT

SEDIMENT CONTROL MEASURES ARE COMPLETE AND GRASSING IS FULLY

ESTABLISHED.

2. CHECK THE CONDITION OF THE FILTER AT THE BEGINNING AND END OF EACH WORK

DAY AND REPAIR/CLEAN AS NECESSARY.

3. REMOVE FILTERS AT TIMES OF ABOVE NORMAL RAINFALL EVENTS AND REPLACE

THEM WHEN EVENT HAS PASSED.

SCALE:

G-5

TRENCH DRAIN INLET PROTECTION

NTS

G-5

TMK: (2) 4-5-005: 021

TMK: (2) 4-5-005: 001

TEMPORARY BENCHMARK

STA. 1341

1/2" PIPE

ELEV = 13.79

TEMPORARY BENCHMARK

STA. 100

1/2" PIPE W/ CAP

ELEV = 7.34

TEMPORARY BENCHMARK

STA. 104

ELEV = 8.64

"□" CUT

TEMPORARY BENCHMARK

STA. 734

MAG NAIL

ELEV = 7.54

7 8 9 11

12 13

EXIST CONCRETE BOAT RAMP

EXIST CONCRETE

BOAT WASH

EXIST COMFORT STATION

PROPERTY LINE, TYP

APPROX LOCATION OF UNDERGROUND

CONDUIT AND CONDUCTORS SERVING

LIGHT POLES

APPROX LOCATION OF UNDERGROUND

CONDUIT AND CONDUCTORS SERVING

LIGHT POLE

TEMPORARY BENCHMARK

STA. 103

MAG NAIL

ELEV = 9.25

TEMPORARY BENCHMARK

STA. 101

Y CUT

ELEV = 9.36

TEMPORARY BENCHMARK

STA. 102

1/2" PIPE W/ CAP

ELEV = 11.97

TEMPORARY BENCHMARK

STA. 108

ELEV = 7.10

"Y" CUT

APPROX LOCATION OF UNDERGROUND

WATER LATERALS PER 1977 MALA

BOAT LAUNCHING FACILITY DRAWINGS

SURVEY NOTES:

1. TOPOGRAPHIC AND UTILITY SURVEY FOR THIS PROJECT WERE

COMPLETED BY:

KN SURVEYING, LLC

1733 LILIHA STREET

HONOLULU, HI 96817

DATE OF SURVEY: 4/15/2025

2. AZIMUTHS REFERRED TO GOVERNMENT SURVEY TRIANGULATION

STATION "PUU LAINA"

ELEVATIONS REFERRED TO THE NATIONAL GEODETIC SURVEY

BENCHMARK "SOH 049" PID (DR4488)

BRASS DISK ELEVATION= 5.98 FT, MEAN SEA LEVEL

3. NO GUARANTEE IS MADE ON THE ACCURACY OR COMPLETENESS OF

UNDERGROUND UTILITIES SHOWN HEREON. THE CONTRACTOR MUST

EXERCISE CAUTION IN THE EXCAVATION OF THE PROJECT FOR ANY

SPECIFIC LOCATION.

4. UNDERGROUND UTILITIES AND/OR STRUCTURES, SHOWN, ARE

PROVIDED FOR INFORMATION ONLY AND ARE BASED ON

INFORMATION SHOWN ON PLANS/MAP PREPARED BY OTHERS. THE

INFORMATION SHOWN, THEREFORE, MAY OR MAY NOT BE

REPRESENTATIVE OF ACTUAL FIELD CONDITIONS. THE

UNDERGROUND UTILITY LINES AND/OR STRUCTURES MAY OR MAY

NOT BE PRESENT AT THE LOCATIONS SHOWN OR OTHER

UNDERGROUND UTILITY LINES AND/OR STRUCTURES NOT SHOWN

MAY BE PRESENT.

ANY DISCREPANCIES IN THE FIELD FROM WHAT IS SHOWN, THE

CONTRACTOR SHOULD CONTACT THE ENGINEER OF RECORD

IMMEDIATELY.

POINT TABLE

POINT NO.

DESCRIPTION

1/2" PIPE W/ CAP

Y CUT

1/2" PIPE

MAG NAIL

" " CUT

"Y" CUT

1/2" PIPE

1/2" PIPE

"Y" CUT

HUB W/ TACK

MAG NAIL

MAG NAIL

"Y" CUT

1/2" PIPE

1/2" PIPE

MAG NAIL

1/2" PIPE

MAG NAIL

ELEVATION

7.34

9.36

11.97

9.25

8.64

7.10

7.05

7.16

10.81

13.50

7.54

6.43

6.15

12.13

12.89

9.30

13.79

9.60

NORTHING

5000.00

5317.90

5480.00

5154.37

5025.05

4890.85

4964.79

4944.84

5427.02

5270.53

5215.97

5265.02

5357.87

5574.80

5346.73

5238.99

5478.54

5274.02

EASTING

5000.00

4669.22

5056.34

4829.37

4934.66

5142.29

4861.03

4893.82

4728.81

4869.00

4907.49

4996.30

4936.59

4882.18

4856.49

4728.76

4889.52

4820.41

MALA BOAT RAMP SITE IMPROVEMENTS

B48CM75A

FINAL SUBMITTAL

JOB NO.

REVISION

NO. SYM. DESCRIPTION SHT./OF DATE APPROVED

DESIGNED:

DRAWN:

CHECKED:

SUBMITTED:

DRAWING NO.APPROVED:

STATE OF HAWAII

DEPARTMENT OF LAND AND NATURAL RESOURCES

DIVISION OF BOATING AND OCEAN RECREATION

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION.

EXPIRATION DATE OF THE LICENSE

BY:

DATE:

DATE:

SCALE:

ADMINISTRATOR DATE

SHEET NO. OF SHEETS

KAULA AE, LLC

APRIL 30, 2026

7 26

EXISTING SITE PLAN - SURVEY CONTROLS

C-1

AT

JL

JN 1" = 30'

GRAPHIC SCALE

O' 30' 60' 90'

1" = 30'

15'

SCALE:

EXISTING SITE PLAN - SURVEY CONTROLS

1" = 30'

TRUE NORTH

SCALE: 1 IN = 30 FT

DEMOLITION NOTES:

1. PROTECT EXISTING IMPROVEMENTS AND TREES UNLESS OTHERWISE

NOTED.

2. THE CONTRACTOR SHALL REMOVE ALL PAVEMENT, STRUCTURES,

VEGETATION, SIGNS AND POSTS, RUBBISH AND OTHER

OBSTRUCTIONS WITHIN THE LIMITS OF WORK, AS NOTED.

3. FOR DEMOLITION OF STREET LIGHT AND ELECTRICAL CONDUITS, THE

CONTRACTOR SHALL COORDINATE WORK WITH RESPECTIVE UTILITY

COMPANY.

DEMOLITION LEGEND:

AC PAVEMENT DEMOLITION

(APPROX 3" AC / 6" BASE COURSE)

CONC PAVEMENT DEMOLITION

(APPROX 6" PCC / 6" BASE COURSE)

LANDSCAPE REMOVAL

REMOVE FEATURE, AS NOTED

REMOVE UTILITY LINE/ /

TMK: (2) 4-5-005: 001

REMOVE EXIST AC PAVEMENT

DEMOLISH AND REMOVE EXIST BOAT WASH

CONCRETE PAVEMENT, HOSE BIBBS, WATER

LATERALS, BOLLARDS, SIGNS, POSTS AND

POST FOUNDATION

DEMOLISH AND REMOVE EXIST

CONCRETE CURB, WHERE EXIST

DEMOLISH AND REMOVE LIGHT POLE

PROTECT EXIST CONCRETE

BOAT RAMP TO REMAIN

SAWCUT, DEMOLISH AND

REMOVE AC PAVEMENT

COORDINATE ACCESS WITH USERS

DEMOLISH AND REMOVE EXIST

AC CURB, WHERE EXIST

REMOVE ELECTRIC METER, PANEL

BOX, SUPPORTS AND GUARD POST

REMOVE "PARKING FOR BOAT

TRAILERS" SIGN, POST, AND

FOUNDATION, TYP OF 4

PROTECT EXIST UTILITY POLE, GUY

WIRE, CONC PAD, BOLLARDS, AND

PAYPHONE TO REMAIN

PROPERTY LINE, TYP

REMOVE SIGN, POST

AND FOUNDATION

DEMOLISH AND REMOVE EXIST CONCRETE

AND AC CURB, WHERE EXIST

LIMITS OF WORK, TYP

REMOVE UNDERGROUND

CONDUIT AND CONDUCTORS

SERVING LIGHT POLE, TYP

REMOVE UNDERGROUND

CONDUIT AND CONDUCTORS

SERVING LIGHT POLE, TYP

PROTECT EXIST

TREES TO REMAIN

PROTECT EXIST TREES

TO REMAIN (TYP OF 4)

PROTECT EXIST

TREES TO REMAIN

REMOVE CONCRETE

PILE, TYP OF 4

PROTECT EXIST BOULDER

PILE TO REMAIN

EXIST SIGN TO REMAIN

PROTECT EXIST UTILITY POLE

AND SIGN TO REMAIN

PROTECT BUILDING TO REMAIN IN PLACE

COORDINATE ACCESS WITH USERS

SALVAGE AND REINSTALL

WOOD PILE AND SIGN

PROTECT EXIST

TREES TO REMAIN

PROTECT EXIST CURB

REMOVE UNDERGROUND

WATER LATERALS

APPROX POINT OF CONNECTION

TO PROPOSED WATER LATERAL

PROTECT EXIST WATER LATERAL TO REMAIN

CONTRACTOR TO VERIFY LOCATION

PROTECT EXIST WATER LATERAL TO REMAIN

CONTRACTOR TO VERIFY LOCATION

TMK: (2) 4-5-004: 063

SAWCUT, DEMOLISH AND REMOVE AC PAVEMENTDEMOLISH AND REMOVE SPEED BUMP

PROPERTY LINE, TYP

REMOVE AND REPLACE

EXIST UTILITY COVERS

DEMOLISH AND REMOVE EXIST

CONCRETE CURB, WHERE EXIST

PROTECT EXIST WATER LATERAL

TO REMAIN, CONTRACTOR TO

VERIFY LOCATION

MALA BOAT RAMP SITE IMPROVEMENTS

B48CM75A

FINAL SUBMITTAL

JOB NO.

REVISION

NO. SYM. DESCRIPTION SHT./OF DATE APPROVED

DESIGNED:

DRAWN:

CHECKED:

SUBMITTED:

DRAWING NO.APPROVED:

STATE OF HAWAII

DEPARTMENT OF LAND AND NATURAL RESOURCES

DIVISION OF BOATING AND OCEAN RECREATION

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION.

EXPIRATION DATE OF THE LICENSE

BY:

DATE:

DATE:

SCALE:

ADMINISTRATOR DATE

SHEET NO. OF SHEETS

KAULA AE, LLC

APRIL 30, 2026

8 26

DEMOLITION PLAN

C-2

AT

JL

JN 1" = 20'

GRAPHIC SCALE

0' 20' 40' 60'

1" = 20'

10'

SCALE:

DEMOLITION PLAN

1" = 20'

TRUE NORTH

SCALE: 1 IN = 20 FT

MA

TC

H

LIN

E

- S

EE

B

EL

OW

MA

TC

H

LIN

E

- S

EE

A

BO

VE

TMK: (2) 4-5-005: 001

W 1-1/2

W 1-1/2

NO PARKING

NO

PARKING

NO

PARKING

FOR BOAT RAMP ENLARGED PLAN, SEE SHEET C-7

FOR BOAT WASH PLAN, SEE SHEET C-8

LIGHT POLE WITH TWO BOLLARDS, SEE NOTE 7

LIGHT POLE, SEE NOTE 7

LIGHT POLE, SEE NOTE 7

LIGHT POLE, SEE NOTE 7 LIGHT POLE, SEE NOTE 7

LIGHT POLE, SEE NOTE 7

.91

.66

(T

IE

.25

(T

IE

10.00'

(TIE)

72.03'

BARRIER CURB

.80

BA

RR

IE

R

CU

RB

36.00'

FLUSH CURB

90.00'

FLUSH CURB

SAWCUT AND CONNECT TO EXIST AC

PAVEMENT, PROVIDE SMOOTH RIDING

CONNECTION, SEE NOTE 5

.0'

AC PAVEMENT

SEE NOTE 4

AC PAVEMENT

SEE NOTE 4

CONCRETE PAVEMENT, SEE NOTE 2

52.00'

FLUSH CURB

44.15'

FLUSH CURB

55.56'

FLUSH CURB

34.20'

FLUSH CURB

45.00'

FLUSH CURB

19.09'FLUSHCURB

GRADE ADJUSTMENT WALL CURB

ALONG CURVE, SEE NOTE 8

.60

.97

LIGHT POLE WITH FOUR

BOLLARDS, SEE NOTE 7

.25

102.10'

FLUSH CURB

107.72'

FLUSH CURB

104.52'

FLUSH CURB

28.81'

FLUSH CURB

LIGHT POLE, SEE NOTE 7

10' LONG CONCRETE JERSEY

BARRIER, TYP OF 8

10' LONG CONCRETE JERSEY

BARRIER, TYP OF 21

C-9

20.00'

BARRIER

CURB

21.50'

BARRIER

CURB

18.00'

BARRIER

CURB

.28

BA

RR

IE

R

CU

RB

54.25'BARRIER CURB 66.48'

BARRIER CURB

LIMITS OF WORK, TYP

RELOCATE BOULDERS AS

NECESSARY AND REPLACE

AS DIRECTED WHEN WORK

IS COMPLETED

PROTECT EXIST BOULDER

PILE TO REMAIN

R=35.0'

R=

.0'

SALVAGE AND REINSTALL WOOD PILE AND SIGN

LIGHT POLE, SEE NOTE 7

LIGHT POLE, SEE NOTE 7

D 8

1-1/2" WATERLINE LATERAL

HOSE BIBB WITH ANTI-SIPHON

VACUUM BREAKER, SEE NOTE 9

20.00'

FLUSH CURB

19.00'

FLUSH

CURB

9.5 0'

FL

US

H

CU

RB

1C-9

.00

BA

RR

IE

R

CU

RB

R=10.0'

NOTES:

1. FOR STRIPING AND SIGNAGE PLAN, SEE SHEET C-5.

2. FOR CONCRETE PAVEMENT, SEE DETAIL

3. FOR CONCRETE CURBS, SEE DETAIL

4. FOR AC PAVEMENT, SEE DETAIL

5. FOR AC PAVEMENT TRANSITION, SEE DETAIL

6. FOR AC SPEED TABLE, SEE DETAIL

7. FOR SOLAR POWERED LIGHT POLE, SEE DETAIL

8. FOR GRADE ADJUSTMENT WALL CURB, SEE DETAIL

9. FOR HOSE BIBB, SEE DETAIL

C-10

C-10

C-10

C-16

C-10

C-10

C-10

C-10

C-10

C-15

TMK: (2) 4-5-004: 063

.00

SAWCUT AND CONNECT TO EXIST AC

PAVEMENT, PROVIDE SMOOTH RIDING

CONNECTION, SEE NOTE 5AC SPEED TABLE, SEE NOTE 6

AC PAVEMENT

SEE NOTE 4

COMFORT STATION

IMPROVEMENTS PER

ARCHITECTURAL SHEETS

REPLACE EXISTING

UTILITY COVERS AND

ADJUST TO GRADE

AC PAVEMENT, SEE NOTE 4

MALA BOAT RAMP SITE IMPROVEMENTS

B48CM75A

FINAL SUBMITTAL

JOB NO.

REVISION

NO. SYM. DESCRIPTION SHT./OF DATE APPROVED

DESIGNED:

DRAWN:

CHECKED:

SUBMITTED:

DRAWING NO.APPROVED:

STATE OF HAWAII

DEPARTMENT OF LAND AND NATURAL RESOURCES

DIVISION OF BOATING AND OCEAN RECREATION

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION.

EXPIRATION DATE OF THE LICENSE

BY:

DATE:

DATE:

SCALE:

ADMINISTRATOR DATE

SHEET NO. OF SHEETS

KAULA AE, LLC

APRIL 30, 2026

9 26

SITE PLAN

C-3

AT

JL

JN 1" = 20'

GRAPHIC SCALE

0" 20' 40' 60'

1" = 20'

10'

SCALE:

SITE PLAN

1" = 20'

TRUE NORTH

SCALE: 1 IN = 20 FT

MA

TC

H

LIN

E

- S

EE

A

BO

VE

MA

TC

H

LIN

E

- S

EE

B

EL

OW

1-1/2

W 1-1/2

TMK: (2) 4-5-005: 001

NO PARKING

NO

PARKING

NO

PARKING

3 4 6 7 8 9

10 91112

8 9

54 6 7 8 9

2 3 4 6 7 8

8 9

4.5%

4.5%

2.5%

2.2%

3.8%

4.8%

1.6

1.8

0.7%

4.3%

1.0%

FOR BOAT RAMP ENLARGED PLAN, SEE SHEET C-7

FOR BOAT WASH ENLARGED PLAN, SEE SHEET C-8

2.7%

1.6

1.4

0.4

2.2

0.8%

3.4

1.2

1.2

1.4

4.1 %4.2%

1.5

1.0%

1.0

2.8%

1.5%

6.63 PAVT

7.13 TC

12.43 TC/PAVT

9.56 TC

9.06 PAVT

9.64 TC

9.14 PAVT

10.30 PAVT

10.80 TC

LOW POINT

8.90 TC/PAVT

9.40 TC/PAVT

MATCH EXIST

9.30 TC/PAVT MATCH EXIST

8.89 PAVT

7.77 TC/PAVT

7.90 TC/PAVT

MATCH EXIST

9.29 TC/PAVT

2' TRANS.

9.50 TC/PAVT

9.20 TC/PAVT

MATCH EXIST

9.30 TC/PAVT

9.10 TC/PAVT

9.08 TC/PAVT

9.04 PAVT

9.44 PAVT

6.65 PAVT

9.44 PAVT

2' TRANS.

9.00 TC/PAVT

8.53 PAVT-R

8.38 PAVT

9.57 TC

9.07 PAVT

9.50 PAVT-GB

9.68 PAVT-R

9.68 PAVT-R 9.62 PAVT-R

10.60 TC/PAVT

10.97 PAVT-GB

9.11 PAVT-R

9.56 PAVT

10.06 TC

9.50 PAVT

10.00 TC

9.48 PAVT-GB

9.39 PAVT

6.79 TC

6.29 PAVT

GB

R

R

GB

GB

GB

9.05 TC/PAVT

1.8%

2.6

D 8

2%MAX CROSS SLOPE

9.80 TC/PAVT

2' TRANS.

8.50 TC

8.00 PAVT

4.2

4.0%

3.4%

9.18 TC

8.68 PAVT

GB

GB

9.80 PAVT-R

9.53 PAVT-GB

9.32 TC/PAVT

9.39 TC/PAVT

9.50 TC/PAVT

GB

R

GB

1.4

9.20 TC/PAVT10.00 TC/PAVT

11.17 TC/PAVT

11.44 TC/PAVT

12.25 TC/PAVT

12.50 TC/PAVT

10.72 PAVT-GB

10.09 PAVT-GB

9.55 PAVT-GB

9.73 PAVT-R

1.7%

1.4%

1.4%

0.8%

8.79 PAVT-R

2.2

9.75 PAVT-GB

9.75 PAVT-GB

R

1.0%

1.7

1.0%

5 6

54 6

GB0.5%

9.20 TC/PAVT

9.48 TC/PAVT

2' TRANS.

8.50 TC/PAVT

2' TRANS.

GB

8.35 PAVT-GB

1.2%

5'

1.8

2.9

1.6

1.5

1.8

2.5%

4.2

2.5%

2.9%

9.53 PAVT-GB

1.6

0.6 %1.8

5 6

5 6

3.1

2.3%

GB

1.6%

TMK: (2) 4-5-004: 063

0.6%

1.6

1.2

2.4

1.8

1.4

8.25 PAVT

MATCH EXIST

8.41 PAVT

MATCH EXIST

7.69 PAVT

8.25 PAVT-R MATCH EXIST

8.06 PAVT-R

MATCH EXIST

7.82 PAVT

MATCH EXIST

7.88 PAVT

7.93 PAVT

8.17 PAVT

8.01 PAVT

8.30 PAVT

8.45 PAVT-R

8.26 PAVT 8.06 PAVT-R

8.20 PAVT

8.15 PAVT

8.41 PAVT

SPEED BUMP

SPEED BUMP

8.33 PAVT

8.04 PAVT

MATCH EXIST

8.39 PAVT

SPEED BUMP

8.33 PAVT

7.98 PAVT

SPEED BUMP

8.40 PAVT-R

8.45 PAVT-R

SPEED BUMP

SPEED BUMP

8.29 PAVT

8.08 PAVT-R

R

MATCH EXIST

7.95 PAVT

0.3%

GB

1.2% 0.5%

0.7%

EARTHWORK SUMMARY:

CUT = 150 CY

FILL = 180 CY

GRADING AREA = 54,800 SF (1.3 ACRES)

NOTES:

1. EARTHWORK QUANTITIES SHOWN WERE TAKEN FROM EXISTING

GROUND TO FINISH GRADE. NO ADJUSTMENT FACTOR IS APPLIED TO

THE RAW CUT/FILL QUANTITIES.

2. THE CONTRACTOR SHALL BE RESPONSIBLE TO DETERMINE THE

EXACT QUANTITIES FOR BIDDING PURPOSES. CONTRACTOR / BIDDER

SHALL NOT USE THE EARTHWORK QUANTITIES SHOWN ABOVE FOR

BIDDING PURPOSES.

3. REGARDLESS OF THE CUT AND FILL EARTHWORK QUANTITIES SHOWN

ABOVE, THE CONTRACTOR IS RESPONSIBLE TO IMPORT OR EXPORT

ALL NECESSARY MATERIALS TO COMPLETE THE GRADING WORK AT

NO ADDITIONAL COST TO THE OWNER.

MALA BOAT RAMP SITE IMPROVEMENTS

B48CM75A

FINAL SUBMITTAL

JOB NO.

REVISION

NO. SYM. DESCRIPTION SHT./OF DATE APPROVED

DESIGNED:

DRAWN:

CHECKED:

SUBMITTED:

DRAWING NO.APPROVED:

STATE OF HAWAII

DEPARTMENT OF LAND AND NATURAL RESOURCES

DIVISION OF BOATING AND OCEAN RECREATION

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION.

EXPIRATION DATE OF THE LICENSE

BY:

DATE:

DATE:

SCALE:

ADMINISTRATOR DATE

SHEET NO. OF SHEETS

KAULA AE, LLC

APRIL 30, 2026

10 26

GRADING PLAN

C-4

AT

JL

JN 1" = 20'

GRAPHIC SCALE

MA

TC

H

LIN

E

- S

EE

A

BO

VE

0' 20' 40' 60'

1" = 20'

10'

SCALE:

GRADING PLAN

1" = 20'

TRUE NORTH

SCALE: 1 IN = 20 FT

MA

TC

H

LIN

E

- S

EE

B

TMK: (2) 4-5-005: 001

1-1/2

W 1-1/2

30.9'

D 8

TOW-AWAY

ZONE

NO PARKING OUT OF STALL

UNAUTHORIZED VEHICLES TRAILER WILL

BE TOWED AND HELD AT OWNER'S EXPENSE

DIVISION OF BOATING AND OCEAN RECREATION

DEPARTMENT OF LAND AND NATURAL RESOURCES

STATE OF HAWAII

VEHICLES TOWED TO:

PARKING FOR

BOAT TRAILERS

WITH VEHICLES

ATTACHED ONLY

TOW AWAY ZONE

NO PARKING

NO

PARKING

NO

PARKING

12 - VEHICLE PARKING STALLS

@ 9'-0" - 108.0 FEET

7 - VEHICLE PARKING STALLS @ 9'-0" - 63.0 FEET

6 - VEHICLE PARKING STALLS

@ 9'-0" - 54.0 FEET

ADA PARKING STALLS

SEE DETAIL 4, C-12

3 - VEHICLES WITH

BOAT TRAILER

PARKING STALLS

@ 10'-0" - 30.0 FEET

10.0'

45.0'

TYP

.0'

TY

P

9.0'

TYP

18.5'

TYP

9.0'

TYP

26.1'

6 - VEHICLES WITH BOAT

TRAILER PARKING STALLS

@ 11'-0" - 78.7 FEET

8 - VEHICLES WITH BOAT

TRAILER PARKING STALLS

@ 10'-0" - 92.5 FEET

45.

0'

TYP

3 - VEHICLES WITH BOAT

TRAILER PARKING STALLS

@ 12'-0" - 36 FEET

9.0'

TYP

18.5'

TYP

40.4'

PROTECTED BURIAL AREA SIGN ON POST, TYP OF 3

PROTECTED BURIAL AREA

SIGN ON POST

EXIST NO PARKING SIGN

PROTECTED BURIAL

AREA SIGN ON POST

RESTROOMS

RESTROOMS

RESTROOMS

RESTROOMS

RESTROOMS

NO

PARKING

ANY

TIME

TOW-AWAY

ZONE

NO

PARKING

ANY

TIME

15 MINUTE

TIME LIMIT

DO NOT WASTE WATER

ONLY FOR WASHING

VESSEL AND TRAILER

WITH VALID RAMP DECAL

NO OTHER USES ALLOWED

USE OF SPRING LOADED

NOZZLE REQUIRED

DIVISION OF BOATING AND OCEAN RECREATION

DEPARTMENT OF LAND AND NATURAL RESOURCES

STATE OF HAWAII

TOW-AWAY

ZONE

RESTROOMS

TOW-AWAY

ZONE

NO PARKING OUT OF STALL

UNAUTHORIZED VEHICLES TRAILER WILL

BE TOWED AND HELD AT OWNER'S EXPENSE

DIVISION OF BOATING AND OCEAN RECREATION

DEPARTMENT OF LAND AND NATURAL RESOURCES

STATE OF HAWAII

VEHICLES TOWED TO:

PARKING FOR

BOAT TRAILERS

WITH VEHICLES

ATTACHED ONLY

TOW AWAY ZONE

TOW-AWAY

ZONE

NO PARKING OUT OF STALL

UNAUTHORIZED VEHICLES TRAILER WILL

BE TOWED AND HELD AT OWNER'S EXPENSE

DIVISION OF BOATING AND OCEAN RECREATION

DEPARTMENT OF LAND AND NATURAL…