B08_Attach_2_Drawings.pdf

VISITOR CENTER

SHELTER CABIN

INFORMATION CENTER

CAMPGROUND

PICNIC AREA

RANGER STATION

PARK HEADQUARTERS

WILDERNESS AREA

UNPAVED ROAD

CREEK OR RIVER

PAVED ROAD

PARK BOUNDARY

TRAIL

SCALE OF KILOMETERS

1 0 1 2

SCALE OF FEET

4,000 0 8,0004,000

SCALE OF MILES

10 0 10

KIHEI

PAIA

KAHULUI

WAILUKKU

LAHAINA

PACIFIC

PACIFIC

OCEAN

OCEAN

KUKUI BAY

HALEAKALA

CRATER

AREA

SLIDING

SANDS TRAIL

HALEMAUU

TRAIL

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HAWAIIMAUIPACIFIC WEST

V.C.

HQ.

MAUI

HALEAKALA

NATIONAL

PARK

V.C.

HOSMER

GROVE

HQ.

HOLUA

CABIN

KAPALAOA

CABIN

PALIKU

CABIN

KIPAHULU

STATEREGION COUNTY

LOCATION WITHIN PARK

NAME OF PARK

TITLE OF DRAWING

OF

PKG.

NO. SHEET

DRAWING NO.QUALITY DESIGN CERTIFICATION

OR

OR

Development (Title I) Prepared in Accordance with Design by Design Development (Title I) Construction Drawing Not Preceded

Approved by Superintendent on Variance from Design Development (Title I)

Project Manager

Drawing No.

Date

Date

SheetMark REVISION Date Initial

DEPARTMENT OF THE INTERIOR

UNITED STATES

NATIONAL PARK SERVICE

PMIS NO. 259822

259822

HEADQUARTERS AREA WATER COLLECTION SYSTEM

HALEAKALA NATIONAL PARK

188177

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DENVER SERVICE CENTER

CONSTRUCTION DRAWINGS INSTALL BURIED FILTERED WATER TANK

& APPURTENANCES

THIS PROJECT

I N D E X

SHEET SUBSHEET SHEET TITLE

1 - COVER SHEET

2 G1 GENERAL NOTES

3 G2 ABBREVIATIONS, LEGEND AND OVERALL SITE PLAN

4 G3 DESIGN DATA AND HYDRAULIC PROFILE

5 B1 BORING NOTES AND TEST PIT LOGS - 1

6 B2 TEST PIT LOGS - 2

7 C1 EXISTING SITE AND SURVEY CONTROL

8 C2 EXISTING SITE AND DEMOLITION PLAN

9 C3 SITE PLAN (BASE BID)

10 C4 SITE PLAN (BID OPTION A AND B)

11 C5 GRADING AND DRAINAGE PLAN (BASE BID)

12 C6 GRADING AND DRAINAGE PLAN (BID OPTION A AND B)

13 C7 GRADING CROSS SECTIONS - 1

14 C8 GRADING CROSS SECTIONS - 2

15 C9 WATER LINE PROFILES - 1

16 C10 WATER LINE PROFILES - 2

17 C11 WATER TANK PLAN AND SECTIONS

18 C12 WATER TANK DETAILS - 1

19 C13 WATER TANK DETAILS - 2

20 C14 WATER DETAILS - 1

21 C15 WATER DETAILS - 2

22 C16 MISCELLANEOUS SITE DETAILS

23 C17 PLAN AND PROFILE - CRM WALL

24 S1 GENERAL NOTES

25 S2 TYPICAL DETAILS

26 S3 FOUNDATION PLAN

27 S4 TOP SLAB PLAN

28 S5 SECTIONS & DETAILS

MAINTENANCE BASEYARD

PRIME/CIVIL:

A/E FIRM

KAULA AE, LLC,

HONOLULU, HI

CONSULTING STRUCTURAL

HAWAII, INC.

HONOLULU, HI

HALEY & ALDRICH

ENGINEERS, INC.

HONOLULU, HI

GEOTECHNICAL

ENGINEERS:

STRUCTURAL

ENGINEERS:

THIS WORK WAS PREPARED BY ME OR

UNDER MY SUPERVISION

BY:

DATE:

STAMP

LICENSE EXPIRATION DATE:

MARCH 2024

APRIL 30, 2024

CHIEF, ENVIRONMENTAL MANAGEMENT DIVISION,

DEPARTMENT OF HEALTH, STATE OF HAWAII

DATE

Mar 29, 2024

PARK NOTES

1. LOCATIONS OF ALL EXISTING UTILITIES SHOWN ARE APPROXIMATE ONLY. THE CONTRACTOR

SHALL EXERCISE CAUTION IN EXCAVATING NEAR UTILITIES. ANY AND ALL DAMAGE SHALL BE

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

CONTRACTOR AT HIS/HER COST. UTILITIES INCLUDE, BUT ARE NOT LIMITED TO WATER AND

DRAINAGE LINES.

2. THE PARK WILL BE IN CONTINOUS USE BY THE PUBLIC, EXCEPT FOR SPECIFIC PORTIONS OF

THE PROJECT AREA DESIGNATED BY THE NATIONAL PARK SERVICE.

3. PARKING AND DRIVING OF VEHICLES AND STORAGE OF MATERIALS AND EQUIPMENT WITHIN

THE DRIP LINES OF TREES SHALL BE PROHIBITED.

4. THE CONTRACTOR SHALL MAINTAIN ALL AREAS AFFECTED BY HIS/HER OPERATIONS,

INCLUDING THOSE AREAS OUTSIDE HIS CONSTRUCTION AREA THAT MAY BE AFFECTED.

5. THE CONTRACTOR SHALL RESTORE ALL DAMAGE CAUSED BY HIS/HER OPERATIONS TO

ORIGINAL CONDITION OR BETTER AT HIS/HER OWN EXPENSE. ALL RESTORATION WORK IS TO

BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS.

6. THE CONTRACTOR SHALL PARK HIS/HER PERSONAL VEHICLE IN PARKING STALLS DESIGNATED

BY NATIONAL PARK SERVICE AND NOT WITHIN THE CONSTRUCTION SITE.

7. FOR TRACKED VEHICLES ALLOWANCES: REFER TO SPECIFICATIONS SECTION 01 11 00, PART 1.15.K.

8. FOR CONTRACTOR VEHICLE PARKING: REFER TO SPECIFICATIONS SECTION 01 11 00, PART

1.15.C. CONTRACTOR WILL BE ALLOWED TO USE MAINTENANCE BASEYARD FOR PARKING AND

MATERIAL STORAGE.

9. THE CONSTRUCTION SHALL ADHERE TO THE ARCHAEOLOGICAL RESOURCES SECTION 01 11 40, PART 3.4.A OF THE SPECIFICATIONS.

10. THE CONTRACTOR SHALL ADHERE TO THE WORK RESTRICTIONS SECTION 01 11 40 OF THE

SPECIFICATIONS.

11. THE EXISTING SERVICE ROAD IS ACCESSED AT A BUSY HAIRPIN TURN OFF ALONG THE

HALEAKALA HIGHWAY. CARE SHOULD BE EXERCISED ENTERING AND EXITING THIS ROAD. FOR

DELIVERY OF CONCRETE, AGGREGATE, AND OTHER CONTINUOUS MATERIAL DELIVERIES,

PROVIDE TRAFFIC CONTROL AT THE INTERSECTION OF THESE TWO ROADS. NO DELIVERIES

SHALL OCCUR THAT REQUIRE TRAFFIC CONTROL BETWEEN THE HOURS OF 6AM - 9AM AND 3PM

- 6PM WHEN PARK VISITATION FOR SUNRISE AND SUNSET IS AT ITS PEAK.

CONSTRUCTION NOTES

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

SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, SEPTEMBER 1986, AND STANDARD

DETAILS FOR PUBLIC WORKS CONSTRUCTION, SEPTEMBER 1984, AS AMENDED, OF THE

DEPARTMENTS OF PUBLIC WORKS, CITY AND COUNTY OF HONOLULU, AND THE COUNTIES OF

KAUAI, MAUI, AND HAWAII.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REVIEW AND COORDINATION OF ALL

DRAWINGS AND SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION. ANY

DISCREPANCIES THAT OCCUR SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTING

OFFICER PRIOR TO THE START OF CONSTRUCTION SO THAT A CLARIFICATION CAN BE ISSUED.

ANY WORK PERFORMED IN CONFLICT WITH THE CONTRACT DOCUMENTS OR ANY CODE

REQUIREMENTS SHALL BE CORRECTED BY THE CONTRACTOR AT THEIR OWN EXPENSE AND AT

NO EXPENSE TO THE GOVERNMENT.

3. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES, APPURTENANCES AND

STRUCTURES AS SHOWN ON THESE DRAWINGS WERE COMPILED FROM TOPOGRAPHIC

SURVEY BY CONTROLPOINT SURVEYING INC. NOVEMBER 10, 2022, AND RECORD DRAWINGS

PROVIDED BY THE NATIONAL PARK SERVICE. THE CONTRACTOR SHALL VERIFY THE LOCATIONS

AND THE DEPTH OF THE FACILITIES AND EXERCISE PROPER CARE IN EXCAVATING IN THE

AREA. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL PAY FOR ALL DAMAGES TO THE

EXISTING UTILITIES. THE CONTRACTOR SHALL NOT ASSUME THAT WHERE NO UTILITIES ARE

SHOWN, THAT NONE EXIST.

4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND LICENSES, PAY ALL

CHARGES, FEES AND TAXES, GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES,

RULES, AND REGULATIONS BEARING ON THE CONDUCT OF THE WORK AS DRAWN AND

SPECIFIED.

5. PROJECT AREA LIMITS SHOWN IN THE DRAWINGS ARE APPROXIMATE. THE CONTRACTOR

SHALL PERFORM A SITE INSPECTION WITH NPS PERSONNEL TO DETERMINE THE AREAS TO BE

CLEARED FOR CONSTRUCTION OF THE PROPOSED IMPROVEMENTS. THE PARK WILL

COMPLETE CLEARING AND REMOVAL OF VEGETATION AND TREES. THE CONTRACTOR SHALL

CONTACT THE CONTRACTING OFFICER IF ADDITIONAL CLEARING AND REMOVAL IS NECESSARY.

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

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

ATTENTION OF THE CONTRACTING OFFICER. COMMENCEMENT OF CONSTRUCTION SHALL

INDICATE CONTRACTOR'S ACCEPTANCE OF EXISTING SITE CONDITIONS.

7. THE CONTRACTOR SHALL KEEP DRIVEWAYS AND ENTRANCES SERVING THE PREMISES CLEAR

AND AVAILABLE AT ALL TIMES.

8. THE CONTRACTOR SHALL RESTORE TO THEIR ORIGINAL CONDITION ALL IMPROVEMENTS

DAMAGED AS A RESULT OF CONSTRUCTION, INCLUDING PAVEMENTS, SIDEWALKS, CURBS,

EMBANKMENTS, SIGNS, LANDSCAPING, STRUCTURES, UTILITIES, WALLS, FENCES, ETC. AT NO

ADDITIONAL EXPENSE TO THE GOVERNMENT. RE-SEEDING IS NOT REQUIRED.

9. THE CONTRACTOR SHALL NOT PERFORM ANY CONSTRUCTION OPERATION SO AS TO CAUSE

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

DRAINAGE SYSTEMS, OR 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 AT NO COST TO THE

GOVERNMENT.

10. BOULDERS, ROCK OR SIMILAR MATERIAL MAY BE ENCOUNTERED DURING EXCAVATION.

EXCAVATION OF THESE MATERIALS SHALL BE DONE AT NO ADDITIONAL COST TO THE

GOVERNMENT.

ENVIRONMENTAL PROTECTION NOTES

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

REQUIRED FOR THE PROTECTION OF PUBLIC HEALTH, SAFETY AND ENVIRONMENTAL QUALITY.

2. 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.

3. THE CONTRACTOR, AT HIS/HER OWN EXPENSE, SHALL KEEP THE PROJECT AND ITS

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

WITH THE AIR POLLUTION STANDARDS AND REGULATIONS OF THE STATE OF HAWAII,

DEPARTMENT OF HEALTH. THE STATE SHALL REQUIRE SUPPLEMENTARY MEASURES IF

REQUIRED.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONFORMANCE WITH THE APPLICABLE

PROVISIONS OF THE WATER QUALITY WATER POLLUTION CONTROL STANDARDS CONTAINED IN

HAWAII ADMINISTRATIVE RULES, TITLE 11, CHAPTER 54, "WATER QUALITY STANDARDS" AND

TITLE 11, CHAPTER 55, "WATER POLLUTION CONTROL." BEST MANAGEMENT PRACTICES SHALL

BE EMPLOYED AT ALL TIMES DURING CONSTRUCTION.

5. THE CONTRACTOR'S ATTENTION IS DIRECTED TO STATE OF HAWAII, DEPARTMENT OF HEALTH, TITLE 11, HAWAII ADMINISTRATIVE RULES, CHAPTER 46, "COMMUNITY NOISE CONTROL" IN

WHICH MAXIMUM ALLOWABLE NOISE LEVELS HAVE BEEN SET. IF THE CONSTRUCTION

ACTIVITIES FOR THIS PROJECT WILL EXCEED THE ALLOWABLE NOISE LEVELS, THE

CONTRACTOR WILL BE REQUIRED TO OBTAIN A PERMIT FROM THE DIRECTOR OF THE

DEPARTMENT OF HEALTH. THE CONTRACTOR SHALL OBTAIN A COPY OF CHAPTER 46 AND

BECOME FAMILIAR WITH THE NOISE LEVEL RESTRICTIONS AND THE PROCEDURES FOR

OBTAINING A PERMIT FOR CONSTRUCTION ACTIVITIES. APPLICATION AND INFORMATION ON

VARIANCES ARE AVAILABLE AT THE INDOOR AND RADIOLOGICAL HEALTH BRANCH, 99-945

HALAWA VALLEY STREET, AIEA, HAWAII 96701 OR BY TELEPHONE (808) 586-4700. FOR NPS NOISE

REQUIREMENTS: REFER TO SPECIFICATIONS SECTION 01 11 40, PART 3.5

CHLORINATION OF WATER SYSTEMS

1. WATER MAINS AND TEMPORARY BYPASS LINES SHALL BE DISINFECTED IN ACCORDANCE WITH

AWWA STANDARD FOR DISINFECTING WATER MAINS, ANSI/AWWA C651-14, SECTION 4.4,

CONTINUOUS FEED METHOD.

2. LIQUID CHLORINE OR CALCIUM HYPOCHLORITE THAT HAS BEEN TESTED AND CERTIFIED AS

MEETING THE SPECIFICATIONS OF ANSI/NSF STANDARD 60, DRINKING WATER TREATMENT

CHEMICALS-HEALTH EFFECTS, SHALL BE USED FOR THE CHLORINATION OF THE WATER MAINS.

3. PRIOR TO CHLORINATION, THE WATER MAINS SHALL BE THOROUGHLY FLUSHED.

4. THE INTERIOR SURFACES OF THE WATER MAINS SHALL BE EXPOSED TO THE CHLORINATING

SOLUTION, BY COMPLETELY FILLING THE MAIN TO REMOVE ALL AIR POCKETS, FOR A MINIMUM

OF 24 HOURS AND THE FREE CHLORINE RESIDUAL SHALL NOT BE LESS THAN 10 PPM AFTER

SUCH TIME.

5. SHOULD CALCIUM HYPOCHLORITE BE USED, NO SOLID AND/OR UNDISSOLVED PORTION OF THE

COMPOUND SHALL BE INTRODUCED INTO ANY SECTION OF THE WATER MAINS TO BE

CHLORINATED.

6. AT THE END OF THE 24 HOUR DISINFECTION PERIOD, REPRESENTATIVE SAMPLES SHALL BE

TAKEN AND ANALYZED TO ASSURE A FREE CHLORINE RESIDUAL OF AT LEAST 10 PPM.

7. SHOULD THE FREE CHLORINE RESIDUAL RESULTS INDICATE ADEQUATE CHLORINATION, THE

WATER MAINS SHALL BE THOROUGHLY FLUSHED AND FILLED WITH WATER FROM THE EXISTING

SYSTEM AND AGAIN TESTED FOR FREE CHLORINE RESIDUAL. THE FLUSHING SHALL BE

CONSIDERED ADEQUATE IF THE FREE CHLORINE RESIDUAL TEST RESULTS INDICATE THAT THE

WATER IN THE WATER MAINS HAS A COMPARABLE CHLORINE RESIDUAL AS THE WATER IN THE

EXISTING SYSTEM.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER DISPOSAL OF CHLORINATED

WATER TO SAFEGUARD PUBLIC HEALTH AND ENVIRONMENT IN ACCORDANCE WITH

APPLICABLE STATE DEPARTMENT OF HEALTH REQUIREMENTS. A NEUTRALIZING CHEMICAL

SHALL BE APPLIED TO THE WATER TO BE WASTED TO THOROUGHLY NEUTRALIZE THE

CHLORINE RESIDUAL REMAINING IN THE WATER IN ACCORDANCE WITH ANSI / AWWA C651-14,

SECTION 4.9.2. THE CONTRACTOR SHALL FILL THE PARK'S NON-POTABLE WATER TRUCKS WITH

DECHLORINATED WATER PRIOR TO DISPOSAL TO GROUND. COORDINATE DISPOSAL WITH THE

CONTRACTING OFFICER.

9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A NATIONAL POLLUTANT

DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT FROM THE DEPARTMENT OF HEALTH,

CLEAN WATER BRANCH, PRIOR TO THE START OF CONSTRUCTION AND THE DISPOSAL OF

WATER USED FOR HYDROTESTING AND CHLORINATION.

10. FOLLOWING THE ACCEPTABLE FLUSHING OF THE WATER MAINS, TWO CONSECUTIVE SETS OF

ACCEPTABLE SAMPLES, TAKEN AT LEAST 24 HOURS APART FROM REPRESENTATIVE POINTS,

SHALL BE SUBJECTED TO MICROBIOLOGICAL TESTS (TOTAL AND FECAL COLIFORM). AT LEAST

ONE SET OF SAMPLES SHALL BE COLLECTED FROM EVERY 1,200 FEET OF THE NEW WATER

MAIN, PLUS ONE FROM THE END OF THE LINE AND AT LEAST ONE SET FROM EACH BRANCH

GREATER THAN ONE PIPE LENGTH. POSITIVE OR INVALID TEST RESULTS WILL NOT BE

ACCEPTABLE AND THE PROCESS WILL BE REPEATED.

11. ALL MEASUREMENTS FOR CHLORINE RESIDUAL SHALL BE ANALYZED USING E.P.A. APPROVED

METHODS FOR DRINKING WATER.

12. ALL MICROBIOLOGICAL TEST SHALL BE PERFORMED BY A LABORATORY APPROVED BY THE

DEPARTMENT OF HEALTH, STATE OF HAWAII.

13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH ALL OF THE

FOREGOING.

14. SEE ANSI / AWWA C651-14, SECTION 4.8.6 FOR SWABBING CHLORINATION PROCEDURES.

WATER NOTES

1. UNLESS OTHERWISE SPECIFIED, ALL MATERIALS AND CONSTRUCTION OF WATER SYSTEM

FACILITIES AND APPURTENANCES SHALL BE IN ACCORDANCE WITH THE COUNTY OF MAUI,

DEPARTMENT OF WATER SUPPLY'S “WATER SYSTEM STANDARDS”, DATED 2002, AND ALL

SUBSEQUENT AMENDMENTS AND ADDITIONS.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL WATER LINES

DURING CONSTRUCTION. THE CONTRACTOR SHALL BE ESPECIALLY CAREFUL WHEN

EXCAVATING BEHIND WATER LINES, TEES, AND BENDS WHEREVER THERE IS A POSSIBILITY OF

WATER LINE MOVEMENT DUE TO THE REMOVAL OF THE SUPPORTING EARTH BEYOND THE

EXISTING REACTION BLOCKS. THE CONTRACTOR SHALL TAKE WHATEVER MEASURES

NECESSARY TO PROTECT THE WATER LINES, SUCH AS CONSTRUCTING SPECIAL REACTION

BLOCKS (WITH NPS APPROVAL) AND/OR MODIFYING HIS/HER CONSTRUCTION METHOD.

3. ALL MATERIALS (PIPE, PIPE LUBRICANTS, PAINTS, SEALANTS, FORM OIL, CONCRETE

ADMIXTURE) IN DIRECT CONTACT WITH DRINKING WATER SHALL HAVE THE NATIONAL

SANITATION FOUNDATION (NSF) NSF/ANSI-61 CERTIFICATION. THE CONTRACTOR SHALL SUBMIT

THESE APPROVALS TO THE NPS FOR REVIEW AND APPROVAL PRIOR TO ITS APPLICATION.

4. INSTALL 4 MIL THICK, NON-METALLIC, BLUE COLORED, 6 INCHES WIDE WARNING TAPE OVER

CENTERLINE OF THE PIPE AND BELOW THE BASE COURSE ALONG THE ENTIRE LENGTH OF

TRENCH. TAPE SHOULD BE MARKED WITH “CAUTION WATER LINE BURIED BELOW”.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING CONTINUOUS WATER SERVICE.

THE EXISTING WATERLINE MAY BE USED AS A BYPASS DURING CONSTRUCTION. IF BYPASS

LINES ARE PROVIDED, COMPLY WITH DISINFECTION OF WATER SYSTEM NOTES ON THIS SHEET.

HORIZONTAL CLEARANCE OF 3-FEET AND VERTICAL CLEARANCE OF 12 INCHES SHALL BE

MAINTAINED BETWEEN UTILITIES.

6. ALL MATERIALS THAT COME IN CONTACT WITH POTABLE WATER SHALL BE NSF/ANSI-61

CERTIFIED, INCLUDING ALL PIPES AND FITTINGS USED FOR ANY TEMPORARY BYPASS LINES.

7. ALL DUCTILE IRON PIPES, VALVES, AND FITTINGS SHALL BE ENCASED IN 8 MIL MINIMUM

THICKNESS POLYETHYLENE MATERIAL IN ACCORDANCE WITH ANSI A-21.5 AND AWWA C105.

POLYETHYLENE MATERIAL SHALL HAVE PERMANENT MARKINGS PER AWWA C105.

CONSTRUCTION NOTES (CONTINUED)

11. WHEREVER CONNECTIONS OF NEW UTILITIES TO EXISTING UTILITIES ARE SHOWN ON THE

DRAWINGS, THE CONTRACTOR SHALL EXPOSE THE EXISTING LINES AT THE PROPOSED

CONNECTIONS TO VERIFY THEIR LOCATIONS AND DEPTHS PRIOR TO EXCAVATION FOR THE NEW

LINES.

12. WHEN TRENCH 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.

13. IF EXISTING UTILITIES, WHETHER OR NOT SHOWN ON PLANS, ARE DAMAGED DURING

CONSTRUCTION, THE CONTRACTOR SHALL AT HIS OWN EXPENSE BE REQUIRED TO REPAIR

SUCH UTILITIES.

14. THE CONTRACTOR SHALL REMOVE ALL SILT AND DEBRIS RESULTING FROM HIS WORK AND

DEPOSITED IN DRAINAGE FACILITIES, ROADWAYS AND OTHER AREAS. THE COST INCURRED FOR

ANY NECESSARY REMEDIAL ACTION SHALL BE PAID BY THE CONTRACTOR.

15. CONSTRUCTION DEBRIS AND WASTES SHALL BE DEPOSITED AT AN APPROPRIATE SITE OUTSIDE

OF THE PARK'S LIMITS.

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

TITLE OF SHEET

THIS WORK WAS PREPARED BY ME OR

UNDER MY SUPERVISION

BY:

DATE:

STAMP

LICENSE EXPIRATION DATE:

G1

GENERAL NOTES

2 28

259822

188177

162ST

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JN, CT

MAR 20244/2

/20

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HALEAKALA NATIONAL PARK

INSTALL BURIED FILTERED WATER TANK & APPURTENANCESMAR 2024

APRIL 30, 2024

CHLORINATION OF WATER TANK

1. AFTER COMPLETION AND ACCEPTANCE OF ALL LEAKAGE TESTING AND COATING OF THE

INTERIOR AND EXTERIOR (BID OPTION C) TANK SURFACES AS DESCRIBED IN THE

SPECIFICATIONS, DISINFECTION PROCEDURES SHALL BE AS SPECIFIED IN AWWA C652-19,

"STANDARDS FOR DISINFECTION OF WATER STORAGE FACILITIES", SECTION 4.3,

CHLORINATION METHOD 1 OR 2.

2. REFER TO SPECIFICATIONS FOR DISINFECTION PROCEDURES.

GRADING NOTES:

1. ALL GRADING WORK SHALL BE DONE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT BY

HALEY & ALDRICH, INC. DATED MARCH 15, 2024.

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

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 WATER 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.

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

6. THE LIMITS OF THE AREA TO BE GRADED SHALL BE FLAGGED BEFORE THE COMMENCEMENT OF

THE GRADING WORK.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL GRADING OPERATIONS TO BE PERFORMED

IN CONFORMANCE WITH APPLICABLE PROVISIONS OF THE HAWAII ADMINISTRATIVE RULES,

TITLE 11, CHAPTER 54, “WATER QUALITY STANDARDS,” AND TITLE 11, CHAPTER 55, “WATER

POLLUTION CONTROL”, AS AMENDED. BEST MANAGEMENT PRACTICES SHALL BE EMPLOYED AT

ALL TIMES DURING CONSTRUCTION.

8. 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.

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

CONTROLS ARE IN-PLACED AND ESTABLISHED.

10. 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.

11. 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.

MOUND

W4

W

W4

TO SUMMIT

H A L E A K A L A

H I G

H W

A Y

T O HEA DQ UA R T E R S , MA I NT E NA NC E BA S EYA RD

EXIST SERVICE ROAD

EXIST SLOW SAND

FILTER WATER TANKS

EXIST RAIN CATCHMENT STRUCTURE

EXIST RAW WATER STORAGE TANKS

PROJECT AREA LIMITS

EXIST HISTORIC

SUPPLY TRAIL TO

REMAIN IN USE

CONTRACTOR ACCESS ROUTE

TMK (2) 2-3-005 : 001

ARCHAEOLOGICAL SITE

HISTORIC SITE

SEE NOTE 2

TO

P

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A

RE

A

TO

K

AH

UL

UI

PARK

ENTRANCE

MAINTENANCE BASEYARD,

SEE NOTE 1

SCALE:

OVERALL SITE PLAN

1" = 40'

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

TITLE OF SHEET

THIS WORK WAS PREPARED BY ME OR

UNDER MY SUPERVISION

BY:

DATE:

STAMP

LICENSE EXPIRATION DATE:

G2

ABBREVIATIONS, LEGEND AND

OVERALL SITE PLAN

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HALEAKALA NATIONAL PARK

INSTALL BURIED FILTERED WATER TANK & APPURTENANCESMAR 2024

APRIL 30, 2024

SCALE OF FEET

40 40 80 1" = 40'

GRAPHIC SCALE

NOTES:

1. CONTRACTOR WILL BE ALLOWED TO USE THE MAINTENANCE

BASEYARD FOR CONTRACTOR VEHICLE PARKING, STAGING, AND

LAYDOWN AREA AND SHALL NOT IMPEDE EXISTING WATER

OPERATIONS BY NPS STAFF.

2. REFER TO SHEET G1, PARK NOTE 11.

SCALE:

INSET PLAN

1" = 200'

ABBREVIATIONS

A.C. ASPHALT CONCRETE

ANSI AMERICAN NATIONAL STANDARDS

INSTITUTE

ARCH ARCHAEOLOGICAL

ARV AIR RELIEF VALVE

APPROX APPROXIMATE

ASTM AMERICAN SOCIETY FOR TESTING

AND MATERIALS

AWWA AMERICAN WATER WORKS

ASSOCIATION

B BOLE

BC BOTTOM OF CURB

BFP BACKFLOW PREVENTER

BLDG BUILDING

BM BENCHMARK

BV BOTTOM VERTICAL

BW BOTTOM OF WALL

C COPPER

CxC COPPER TO COPPER

CC/CONC CONCRETE

CRM CEMENT RUBBLE MASONRY

DCV DOUBLE CHECK VALVE

D.I. DUCTILE IRON

DIA / D DIAMETER

DPW DEPARTMENT OF PUBLIC WORKS

DS DOWNSPOUT

DW DOMESTIC WATER

DWG DRAWING

DWS DEPARTMENT OF WATER SUPPLY

DWY DRIVEWAY

E EASTING

EG EXISTING GRADE

ELEV ELEVATION

EQ EQUAL

EXST/EXIST EXISTING

FE FLANGED END

FF FINISH FLOOR

FG FINISHED GRADE

FT FOOT

GALV. GALVANIZED

GRD GROUND

GV GATE VALVE

H / HT HEIGHT

HORIZ HORIZONTAL

HQ HEADQUARTERS

HWY HIGHWAY

I.D. INSIDE DIAMETER / IDENTIFICATION

INV INVERT

IPT IRON PIPE THREAD

LB POUND

LF LINEAR FEET

MAX MAXIMUM

MIN MINIMUM

MJ MECHANICAL JOINT

MON MONUMENT

N NORTHING

NC NORMALLY CLOSED

NO NORMALLY OPEN

NO. NUMBER

O.C. ON CENTER

OD OUTSIDE DIAMETER

P/L PROPERTY LINE

PAVT PAVEMENT

PB PULL BOX

PE PLAIN END

POC POINT OF CONNECTION

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PVC POLYVINYL CHLORIDE

RD ROAD

REFL REFLECTOR

REINF REINFORCED

RP REDUCED-PRESSURE PRINCIPLE

SCH SCHEDULE

SF SQUARE FOOT

SQ SQUARE

SS STAINLESS STEEL

STA STATION

STD STANDARD

STL STEEL

T/C THRUST COLLAR

TC TOP OF CURB

TMK TAX MAP KEY

TP TOP OF PIPE

TV TOP VERTICAL

TW TOP OF WALL

TYP TYPICAL

VERT VERTICAL

W WATER

W.L. WATER LINE

W/ WITH

WM WATER METER

WSS WATER SYSTEM STANDARDS

WV WATER VALVE

W.W.F. WELDED WIRE FABRIC

LEGEND

PROPOSED EXISTING

LIMIT OF CONSTRUCTION

CONTRACTOR ACCESS ROUTE

CONTROL POINT

MAJOR CONTOUR

MINOR CONTOUR

SPOT ELEVATION

ARCH / HISTORIC SITE

ASPHALT PAVEMENT

CONCRETE PAVEMENT

CRM WALL

TO BE REMOVED

WATER MAIN

GATE VALVE

AIR RELIEF VALVE

CHECK VALVE

BORING PIT LOCATION

HOSE BIBB

WATER TANK

TREE / BUSH

70007000

H.B.

W

7350.0 7350.0±

EXIST GROUND

FINISH GRADE

WL = 7347.6±

4" INV = 7339.4±

4" INV = 7342.5

WL = 7346.5

TOP OF TANK EXTERIOR = 7348.5

4" INV = 7346.5

4" INV = 7342.5

4" OUTLET PIPE - 1

4" OUTLET PIPE - 3

EXIST 4" PIPE

FILTERED WATER TANK

EXIST 50,000 GAL TREATED

WATER CONCRETE TANK

4" INV = 7144.3

4" INV = 7150.3

CONNECT TO EXIST

4" WATER LINE

4" D.I. PIPE

CONNECT TO EXIST 4"

WATER LINE, INV = 7345.0±

4" CHECK VALVE

EXIST GATE VALVE

3" OUTLET INV = 7339.4±

4" D.I. TEE FOR BYPASS PIPING,

SEE BYPASS PIPING PROFILE

4" GATE VALVE

BOTTOM OF TANK

ELEV = 7342.0

4" INV = 7345.0

4" D.I. TEE FOR

BYPASS PIPING

4" OUTLET PIPE - 2

INV = 7346.83

4" D.I. OVERFLOW LINE

1 F T

INV = 7345.0±

6" D.I. DRAIN LINE

4" GATE VALVE, TYP

NO

NO

NC

2 - EXISTING 10' DIA

SLOW SAND FILTER

BOTTOM OF TANK

ELEV = 7144.0

4" INLET INV = 7348.0±

EXIST 1" PIPE WITH

FLOW METER

M

EXIST 1" STANDPIPE (BEYOND)

M

M

M

BYPASS LINE

INLET FOR HAUL WATER

CHLORINATOR HOUSE

OVERFLOW

OVERFLOW AND

DRAIN LINE

CONNECT TO EXIST M

RAW WATER TANKS

CONNECT TO EXIST

SLOW SAND

FILTER TANKS

#1 #2#1

#2

RAIN CATCHMENT

STRUCTURE

50,000 GALLON TREATED

WATER TANK

DRAIN

50,000 GALLON FILTERED

WATER TANK

INLET FOR HAUL WATER

TO HEADQUARTERS, MAINTENANCE

AND HOSMER GROVE

LEGEND

GATE VALVE

METER

FLOW ARROW

STRAINER

AIR RELIEF VALVE

PRESSURE GAUGE

AUTOMATIC CONTROL VALVE

HOSE BIBB

CHECK VALVE

DRAIN

NO SCALE

HYDRAULIC PROFILE

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

TITLE OF SHEET

THIS WORK WAS PREPARED BY ME OR

UNDER MY SUPERVISION

BY:

DATE:

STAMP

LICENSE EXPIRATION DATE:

G3

DESIGN DATA AND

HYDRAULIC PROFILE

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PR

OF

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S.

DW

G

HALEAKALA NATIONAL PARK

INSTALL BURIED FILTERED WATER TANK & APPURTENANCESMAR 2024

APRIL 30, 2024

SCALE OF FEET

1010 20 1" = 10'

GRAPHIC SCALE

SCALE OF FEET

22 4 1" = 2'

DESIGN DATA

FILTERED WATER TANK:

NOMINAL CAPACITY: 50,000 GALLONS

TANK INTERIOR LENGTH: 62.0 FEET

TANK INTERIOR WIDTH: 24.0 FEET

TANK OPERATING WATER DEPTH: 4.5 FEET

FREEBOARD: 1.0 FEET

TANK INTERIOR WALL HEIGHT 5.83 FEET

LIQUID TO BE STORED: FILTERED WATER

NO SCALE

WATER SYSTEM SCHEMATIC

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

TITLE OF SHEET

THIS WORK WAS PREPARED BY ME OR

UNDER MY SUPERVISION

BY:

DATE:

STAMP

LICENSE EXPIRATION DATE:

DAN TRISLER

CADD:

B1

BORING NOTES AND TEST PIT

LOGS - 1

259822

188177

162DS

DTE

DT

MARCH 20243/2

7/2

4 \

\H

AL

EY

AL

DR

IC

H.

CO

M\

SH

AR

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CF

\P

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9\C

AD

\02

9_

1_

TE

ST

_P

IT

_L

OG

S.

DW

G

HALEAKALA NATIONAL PARK

INSTALL BURIED WATER TANK & APPURTENANCES03 27, 2024

04 30, 2026

NOTE

1. TEST PIT LOGS EXCERPTED FROM GEOTECHNICAL REPORT, “DRAFT

REPORT ON GEOTECHNICAL RECOMMENDATIONS, HALE 259822,

INSTALL BURIED FILTERED WATER TANK AND APPURTENANCES,

TITLE II – DESIGN DEVELOPMENT SERVICES, HALEAKALĀ, HAWAIʻI,”

DATED 10 NOVEMBER 2023. REFER TO GEOTECHNICAL REPORT FOR

ADDITIONAL INFORMATION REGARDING SITE CONDITION.

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

TITLE OF SHEET

THIS WORK WAS PREPARED BY ME OR

UNDER MY SUPERVISION

BY:

DATE:

STAMP

LICENSE EXPIRATION DATE:

DAN TRISLER

CADD:

B2

TEST PIT LOGS - 2

259822

188177

162DS

DTE

DT

MARCH 20243/2

7/2

4 \

\H

AL

EY

AL

DR

IC

H.

CO

M\

SH

AR

E\

CF

\P

RO

JE

CT

S\

9\C

AD

\02

9_

1_

TE

ST

_P

IT

_L

OG

S.

DW

G

HALEAKALA NATIONAL PARK

INSTALL BURIED WATER TANK & APPURTENANCES03 27, 2024

04 30, 2026

NOTE

1. TEST PIT LOGS EXCERPTED FROM GEOTECHNICAL REPORT, “DRAFT

REPORT ON GEOTECHNICAL RECOMMENDATIONS, HALE 259822,

INSTALL BURIED FILTERED WATER TANK AND APPURTENANCES,

TITLE II – DESIGN DEVELOPMENT SERVICES, HALEAKALĀ, HAWAIʻI,”

DATED 10 NOVEMBER 2023. REFER TO GEOTECHNICAL REPORT FOR

ADDITIONAL INFORMATION REGARDING SITE CONDITION.

MOUND

W

TO SUMMIT

H A L E A K A L A

H I G

H W

A Y

T O H EA DQ UA R T E R S , MA I N T E NA NC E BA S EYA RD

EXIST SERVICE ROAD

EXIST RAIN CATCHMENT STRUCTURE

EXIST 4" GRAVITY WATER LINE

EXIST RAW WATER STORAGE TANKS

PROJECT AREA LIMITS

MONUMENT

STA 121

1/2" PIPE

ELEV = 7370.49

MONUMENT

STA 120

MAG NAIL

ELEV = 7353.38

MONUMENT

STA 105

MAG NAIL

ELEV = 7348.51

MONUMENT

STA 107

MAG NAIL

ELEV = 7336.66

MONUMENT

STA 106

1/2" PIPE

ELEV = 7347.77

MONUMENT

STA 128

HUB

ELEV = 7348.70

MONUMENT

STA 119

MAG NAIL

ELEV = 7347.85

MONUMENT

STA 104

Y CUT

ELEV = 7370.31

234°02'51"

250.52'

270°22'20" 85.15' 258°23'30"

92.01'

°0

8'5 8"

9.7

9'

12°59'21", 59.59'

62°43'43", 40.18'

128°37'31"

78.98'

163°31'46"

131.26'

EXIST SLOW SAND

FILTER WATER TANKS

EXIST HISTORIC

SUPPLY TRAIL TO

REMAIN IN USE

ARCHAEOLOGICAL SITE

HISTORIC SITE

VERTICAL CONTROL DATA

POINT #

NAME

Y CUT

MAG NAIL

1/2" PIPE

MAG NAIL

MAG NAIL

MAG NAIL

1/2" PIPE

HUB

ELEVATION

7370.31

7348.51

7347.77

7336.66

7347.85

7353.38

7370.49

7348.70

NORTHING

155046.81

155172.12

155073.99

155190.64

154997.51

155172.68

155025.59

155015.92

EASTING

1789491.49

1789539.42

1789602.30

1789629.55

1789553.19

1789454.28

1789251.48

1789588.91

SCALE:

EXISTING SITE AND SURVEY CONTROL

1" = 40' DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

TITLE OF SHEET

THIS WORK WAS PREPARED BY ME OR

UNDER MY SUPERVISION

BY:

DATE:

STAMP

LICENSE EXPIRATION DATE:

C1

EXISTING SITE AND

SURVEY CONTROL

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HALEAKALA NATIONAL PARK

INSTALL BURIED FILTERED WATER TANK & APPURTENANCESMAR 2024

APRIL 30, 2024

SCALE OF FEET

40 40 80 1" = 40'

GRAPHIC SCALE

GENERAL SUGGESTED WORK SEQUENCE PLAN

THE CONSTRUCTION PHASING DESCRIBED BELOW IS INTENDED TO ALLOW THE EXISTING

WATER SYSTEM TO REMAIN IN CONTINUOUS SERVICE DURING THE CONSTRUCTION OF THE

NEW FILTERED WATER TANK. IT IS ONE POSSIBLE SEQUENCE TO ACCOMPLISH THE REQUIRED

WORK. THE CONSTRUCTION SEQUENCES HEREIN ARE PRESENTED TO ILLUSTRATE THE

PRINCIPLES INVOLVED. THE CONTRACTING OFFICER WILL REVIEW ALTERNATIVE SEQUENCES

PROPOSED BY THE CONTRACTOR. THE CONSTRUCTION SEQUENCE BELOW IS NOT ALL

INCLUSIVE OR A DIRECTIVE AND DOES NOT COVER ALL WORK REQUIRED BY THE PROJECT.

THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL REQUIRED WORK

INVOLVING ALL TRADES.

1. CONTRACTOR MUST STAY WITHIN THE PROJECT AREA LIMITS DURING REMOVAL OF

EXISTING SYSTEMS AND DURING CONSTRUCTION OF THE NEW SYSTEMS.

2. INSTALL AND ENSURE CONSTRUCTION BMPS REMAIN IN PLACE FOR THE DURATION OF

WORK.

3. CONSTRUCT NEW WATER BYPASS LINE WITH ITS VALVES, PIPING AND APPURTENANCES.

4. REMOVE AND DISPOSE OF THE EXISTING WATER LINE. THE EXISTING WATER LINE

CONSISTS OF 4" PIPING, AN AIR RELIEF VALVE, AND CONCRETE SUPPORT BLOCKS.

5. CONSTRUCT NEW FILTERED WATER TANK, PIPING, VALVES, APPURTENANCES.

6. GRADE SITE TO FINISH GRADES.

7. CONSTRUCT NEW VEHICLE TURNOUT, CRM WALL AND HANDRAILS. (BID OPTION A AND B)

8. PREPARE FILTERED WATER TANK FOR SERVICE.

9. OTHER WATER SYSTEM IMPROVEMENTS CAN BE DONE AT ANY TIME AS LONG AS WATER

SYSTEM IS KEPT OPERATIONAL.

10. RESTORE SITE TO FINISH GRADES.

11. PLACE FILTERED WATER TANK INTO SERVICE.

CUT, DEMOLISH AND REMOVE APPROX. 127 LF ABOVE

GROUND AND 8 LF BELOW GROUND EXIST 4" WATER LINE

DEMOLISH AND REMOVE EXIST CONCRETE

SUPPORT BLOCKS (TYP. 10)

DEMOLISH AND REMOVE EXIST AIR RELIEF VALVE

TEST PIT 3 (TP-3)

TEST PIT 2 (TP-2)

TEST PIT 1 (TP-1)

5'

2'

EXIST CONCRETE SUPPORT BLOCKS (TYP.)

SCALE:

EXISTING SITE AND DEMOLITION PLAN

1" = 10' DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

TITLE OF SHEET

THIS WORK WAS PREPARED BY ME OR

UNDER MY SUPERVISION

BY:

DATE:

STAMP

LICENSE EXPIRATION DATE:

C2

EXISTING SITE AND

DEMOLITION PLAN

8 28

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G

HALEAKALA NATIONAL PARK

INSTALL BURIED FILTERED WATER TANK & APPURTENANCESMAR 2024

APRIL 30, 2024

SCALE OF FEET

1010 20 1" = 10'

GRAPHIC SCALE

NOTES:

1. UNDERGROUND UTILITY LOCATIONS SHOWN ARE BASED UPON VARIOUS RECORD

UTILITY MAPS IN CONJUNCTION WITH VISIBLE EVIDENCE GATHERED DURING THE

TIME THE FIELD SURVEY WAS PERFORMED. THEREFORE, NO GUARANTEE IS MADE ON

THE ACCURACY OR COMPLETENESS OF UNDERGROUND UTILITIES SHOWN HEREIN.

THE CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND THE DEPTH OF THE

UTILITIES AND EXERCISE PROPER CARE IN EXCAVATING WITHIN THE PROJECT AREA.

THE CONTRACTOR SHALL ASSUME THAT UNDERGROUND UTILITIES MAY OR MAY NOT

BE PRESENT AT THE LOCATIONS SHOWN.

2. ALL EXISTING STRUCTURES AND UTILITIES SHALL BE PROTECTED, UNLESS

OTHERWISE NOTED.

3. THE PARK WILL RESURVEY THE PROJECT SITE FOR RARE NATIVE PLANTS AND THEN

RELOCATE PLANTS AS NECESSARY PRIOR TO CONTRACTOR MOBILIZATION.

4. REFER TO SHEET B1 AND B2 FOR TEST PIT BORING INFORMATION.

SEE NOTE 3

96°49'55"

49.09'(STA 107 TO WATER TANK CORNER)

95.0'

48°43'43"

33.97'

(STA 107 TO W.L. "A

-1" 1/32 BEND)

°00

'44

67.

54'

(STA

0 T O W

.L.

"C-2"

1/1 6 B

END)

144°35'00", 7.02'

(BEND TO END)

W

W

W

FILTERED WATER TANK

NEW 4" BYPASS WATER LINE,

WATER LINE "B"

EDGE OF EXIST

AC PAVEMENT

EDGE OF EXIST

AC PAVEMENT

ACCESS HATCH, TYP OF 2

4" OVERFLOW & 6" DRAIN LINE,

SEE DETAIL

W.L. ''B'' STA 1+17.83

1 - 4" D.I. 1/4 BEND

BEGIN W.L. ''C-1'' STA 0+00

INV = 7347.00

END W.L. ''C-2'' STA 0+15.47±

CONNECT TO EXST WATERLINE

1 - 4" COUPLING, D.I. TO D.I.

W.L. ''C-2'' STA 0+08.45

1 - 4" D.I. 1/16 BEND

DEFLECT JOINTS - 2 @ 2°50'55" EACH

W.L. ''C-2'' STA 0+11

1 - 4" AIR RELIEF VALVE

BEGIN W.L. ''A-1'' STA 0+00±

CONNECT TO EXST WATERLINE

1 - 4" COUPLING ADAPTER,

D.I. TO GALV. STEEL

DEFLECT JOINT 1°57'11"

W.L. ''A-1'' STA 0+14.50

1 - 4" D.I. 1/32 BEND, FE

END W.L. ''B'' STA 1+40.66 =

1 - 4" D.I. TEE, FE x FE

1 - 4" GATE VALVE

END W.L. ''C-1'' STA 0+11.33 =

START W.L. ''C-2'' STA 0+00

W.L. ''C-1'' STA 0+02

1 - 4" GATE VALVE, FE

2 - 4" BEVEL GEAR GATE VALVES, FE

AND VALVE BOXES

W.L. ''B'' STA 0+22.83

1 - 4" D.I. 1/4 BEND

74°05'01"

62.55'

(STA 107 TO WATER TANK CORNER)

END W.L. ''A-1'' STA 0+17 =

1 - 4" D.I. TEE, FE x FE

2 - 4" GATE VALVES

BEGIN W.L. ''A-2'' STA 0+00 =

BEGIN W.L. ''B'' STA 0+00

C13

MONUMENT

STA 120

MAG NAIL

ELEV = 7353.38

MONUMENT

STA 105

MAG NAIL

ELEV = 7348.51

MONUMENT

STA 107

MAG NAIL

ELEV = 7336.66

W.L. ''A-1'' STA 0+03.44

1 - 4" D.I. 1/16 BEND, FE

127°38'00", 11.06'

(BEND TO BEND)

W.L. ''C-1'' STA 0+07.50

1 - 4" x 4" x 4" x 4" D.I. CROSS

63.67'

7.5'

3.83'

8.45'

20.0'

2.5'

.83

.83

.0'

END W.L. ''A-2'' STA 0+20

INV = 7342.50

W.L. ''A-2'' STA 0+05

1 - 4" CHECK VALVE

54°02'51"

250.52'(STA 120 TO STA 121)

163°31'46"

131.26'

(STA 104 TO STA 120)

°0

8'5 8"

9.7

9' (S

TA

7 T O

ST

A

6)

3" EMERGENCY FILL PIPE,

SEE DETAIL 5

C16

°2

3'0 5"

.67

SCALE:

SITE PLAN (BASE BID)

1" = 10' DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

TITLE OF SHEET

THIS WORK WAS PREPARED BY ME OR

UNDER MY SUPERVISION

BY:

DATE:

STAMP

LICENSE EXPIRATION DATE:

C3

SITE PLAN (BASE BID)

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HALEAKALA NATIONAL PARK

INSTALL BURIED FILTERED WATER TANK & APPURTENANCESMAR 2024

APRIL 30, 2024

SCALE OF FEET

1010 20 1" = 10'

GRAPHIC SCALE

NOTES:

1. THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF ALL UTILITIES

PRIOR TO THE START OF CONSTRUCTION. IF ANY UTILITIES ARE LOCATED IN A

DIFFERENT LOCATION OR ELEVATION THAN SHOWN, NOTIFY THE CONTRACTING

OFFICER IMMEDIATELY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO

PROTECT UTILITIES WITHIN THE WORK AREA AND NOT DISRUPT SERVICE.

2. FOR SUGGESTED WORK SEQUENCE PLAN, SEE SHEET C1.

3. SEE SHEET C11 FOR FILTERED WATER TANK PLANS AND SECTIONS.

4. FOR GATE VALVE, SEE DETAIL

5. FOR BEVEL GEAR GATE VALVE, SEE DETAIL

6. FOR AIR RELIEF VALVE, SEE DETAIL

7. FOR ACCESS HATCH, SEE DETAIL 3

C13

C15

C14

C14

SEE NOTE 3

96°49'55"

49.09'(STA 107 TO WATER TANK CORNER)

95.0'

248°47'14" 64.85'

(STA 120 TO VEHICLE TURNOUT EDGE) 48°43'43"

33.97'

(STA 107 TO W.L. "A

-1" 1/32 BEND)

°00

'44

67.

54'

(STA

0 T O W

.L.

"C-2"

1/1 6 B

END)

144°35'00", 7.02'

(BEND TO END)

VEHICLE TURNOUT

W

W

W

FILTERED WATER TANK

NEW 4" BYPASS WATER LINE,

WATER LINE "B"

CRM WALL AND METAL

RAILING, SEE NOTE 9

COMPACTED GRAVEL (BID OPTION

A) / AC PAVEMENT (BID OPTION B),

SEE NOTE 8 AND 9

3" EMERGENCY FILL PIPE,

SEE DETAIL

EDGE OF EXIST

AC PAVEMENT

EDGE OF EXIST

AC PAVEMENT

ACCESS HATCH, TYP OF 2

4" OVERFLOW & 6" DRAIN LINE,

SEE DETAIL

W.L. ''B'' STA 1+17.83

1 - 4" D.I. 1/4 BEND

BEGIN W.L. ''C-1'' STA 0+00

INV = 7347.00

END W.L. ''C-2'' STA 0+15.47±

CONNECT TO EXST WATERLINE

1 - 4" COUPLING, D.I. TO D.I.

W.L. ''C-2'' STA 0+08.45

1 - 4" D.I. 1/16 BEND

DEFLECT JOINTS - 2 @ 2°50'55" EACH

W.L. ''C-2'' STA 0+11

1 - 4" AIR RELIEF VALVE

BEGIN W.L. ''A-1'' STA 0+00±

CONNECT TO EXST WATERLINE

1 - 4" COUPLING ADAPTER,

D.I. TO GALV. STEEL

DEFLECT JOINT 1°57'11"

W.L. ''A-1'' STA 0+14.50

1 - 4" D.I. 1/32 BEND, FE

END W.L. ''B'' STA 1+40.66 =

1 - 4" D.I. TEE, FE x FE

1 - 4" GATE VALVE

END W.L. ''C-1'' STA 0+11.33 =

START W.L. ''C-2'' STA 0+00

W.L. ''C-1'' STA 0+02

1 - 4" GATE VALVE, FE

2 - 4" BEVEL GEAR GATE VALVES, FE

AND VALVE BOXES

W.L. ''B'' STA 0+22.83

1 - 4" D.I. 1/4 BEND

74°05'01"

62.55'

(STA 107 TO WATER TANK CORNER)

END W.L. ''A-1'' STA 0+17 =

1 - 4" D.I. TEE, FE x FE

2 - 4" GATE VALVES

BEGIN W.L. ''A-2'' STA 0+00 =

BEGIN W.L. ''B'' STA 0+00

C13

.5'

MONUMENT

STA 120

MAG NAIL

ELEV = 7353.38

MONUMENT

STA 105

MAG NAIL

ELEV = 7348.51

MONUMENT

STA 107

MAG NAIL

ELEV = 7336.66

119°19'25"

33.80'

(VEHICLE TURNOUT EDGE TO STA 105)

W.L. ''A-1'' STA 0+03.44

1 - 4" D.I. 1/16 BEND, FE

127°38'00", 11.06'

(BEND TO BEND)

C16

W.L. ''C-1'' STA 0+07.50

1 - 4" x 4" x 4" x 4" D.I. CROSS

1.0

3.0

28.0'

25.0'

42.0'

63.67'

7.5'

3.83'

8.45'

20.0'

2.5'

.83

.83

.0'

3.0

1.0

END W.L. ''A-2'' STA 0+20

INV = 7342.50

W.L. ''A-2'' STA 0+05

1 - 4" CHECK VALVE

54°02'51"

250.52'(STA 120 TO STA 121)

163°31'46"

131.26'

(STA 104 TO STA 120)

°0

8'5 8"

9.7

9' (S

TA

7 T O

ST

A

6)

°2

3'0 5"

.67

SCALE:

SITE PLAN (BID OPTION A AND B)

1" = 10' DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

TITLE OF SHEET

THIS WORK WAS PREPARED BY ME OR

UNDER MY SUPERVISION

BY:

DATE:

STAMP

LICENSE EXPIRATION DATE:

C4

SITE PLAN (BID

OPTION A AND B)

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S

IT

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PL

AN

.D

W G

HALEAKALA NATIONAL PARK

INSTALL BURIED FILTERED WATER TANK & APPURTENANCESMAR 2024

APRIL 30, 2024

SCALE OF FEET

1010 20 1" = 10'

GRAPHIC SCALE

NOTES:

1. THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF ALL UTILITIES

PRIOR TO THE START OF CONSTRUCTION. IF ANY UTILITIES ARE LOCATED IN A

DIFFERENT LOCATION OR ELEVATION THAN SHOWN, NOTIFY THE CONTRACTING

OFFICER IMMEDIATELY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO

PROTECT UTILITIES WITHIN THE WORK AREA AND NOT DISRUPT SERVICE.

2. FOR SUGGESTED WORK SEQUENCE PLAN, SEE SHEET C1.

3. SEE SHEET C11 FOR FILTERED WATER TANK PLANS AND SECTIONS.

4. FOR GATE VALVE, SEE DETAIL

5. FOR BEVEL GEAR GATE VALVE, SEE DETAIL

6. FOR AIR RELIEF VALVE, SEE DETAIL

7. FOR ACCESS HATCH, SEE DETAIL

8. FOR COMPACTED GRAVEL, SEE DETAIL

9. FOR ASPHALT CONCRETE PAVEMENT, SEE DETAIL

10. FOR CRM WALL PLAN AND PROFILE, SEE SHEET C17. FOR CRM WALL AND METAL

RAILING, SEE DETAIL 1

C17

C16

C15

C14

C16

C13

W

W

W

FILTERED WATER TANK

EDGE OF EXIST

AC PAVEMENT LIMITS OF GRADING

PROJECT AREA LIMITS

CONCRETE HEADWALL, SEE DETAIL 2

C13

D

D

B

B

TOP OF TANK ELEV = 7348.5

7346.0

7345.6

7347.3

7347.7

A

A

C

C

4" PERFORATED DRAIN PIPE

DAYLIGHT TO GRADE

INV = 7341.5±

4" PERFORATED DRAINAGE PIPE (TYP)

4" PERFORATED DRAIN PIPE

DAYLIGHT TO GRADE

INV = 7341.5±

4" PERFORATED DRAIN PIPE

DAYLIGHT TO GRADE

INV = 7341.5±

7347.0

7346.5

2.5 : 1

SL

OP

E

SCALE:

GRADING AND DRAINAGE PLAN (BASE BID)

1" = 10' DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

TITLE OF SHEET

THIS WORK WAS PREPARED BY ME OR

UNDER MY SUPERVISION

BY:

DATE:

STAMP

LICENSE EXPIRATION DATE:

C5

GRADING AND DRAINAGE

PLAN (BASE BID)

11 28

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(N

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IN

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-E

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\25

\D

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IN

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\C

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GR

AD

IN

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DW

G

HALEAKALA NATIONAL PARK

INSTALL BURIED FILTERED WATER TANK & APPURTENANCESMAR 2024

APRIL 30, 2024

SCALE OF FEET

1010 20 1" = 10'

GRAPHIC SCALE

VEHICLE TURNOUT

W

W

W

FILTERED WATER TANK

PROVIDE SMOOTH

RIDING CONNECTION

EDGE OF EXIST

AC PAVEMENT LIMITS OF GRADING

MATCH EXIST

PAVEMENT

7350.9±

7351.4 TW

7349.3

7349.8 TW

PAVT

7348.0 GRD

7348.6

7349.1 TW

PAVT

7348.0 GRD

MATCH EXIST

PAVEMENT

7348.4±

7348.9 TW

2" PVC DRAIN PIPE

PROJECT AREA LIMITS

CONCRETE HEADWALL, SEE DETAIL 2

C13

COMPACTED GRAVEL (BID

OPTION A) / AC PAVEMENT

(BID OPTION B)

D

D

B

B

TOP OF TANK ELEV = 7348.5

MATCH EXIST

PAVEMENT

EL = 7349.4±

MATCH EXIST

PAVEMENT

EL = 7348.4±

7345.6

7346.0

7347.8

7347.4

7337.5

7340.0 TW

BW

7339.4 GRD

A

A

C

C

4" PERFORATED DRAIN PIPE

DAYLIGHT TO GRADE

INV = 7341.5±

4" PERFORATED DRAINAGE PIPE (TYP)

4" PERFORATED DRAIN PIPE

DAYLIGHT TO GRADE

INV = 7341.5±

4" PERFORATED DRAIN PIPE

DAYLIGHT TO GRADE

INV = 7341.5±

7348.0

7348.0

2.5 : 1

SL

OP

E

SCALE:

GRADING AND DRAINAGE PLAN (BID OPTION A AND B)

1" = 10' DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

TITLE OF SHEET

THIS WORK WAS PREPARED BY ME OR

UNDER MY SUPERVISION

BY:

DATE:

STAMP

LICENSE EXPIRATION DATE:

C6

GRADING AND DRAINAGE

PLAN (BID OPTION A AND B)

12 28

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)\8 D

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IN

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-E

XH

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HA

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\25

\D

RA

W

IN

GS

\C

IV

IL\

GR

AD

IN

G.

DW

G

HALEAKALA NATIONAL PARK

INSTALL BURIED FILTERED WATER TANK & APPURTENANCESMAR 2024

APRIL 30, 2024

SCALE OF FEET

1010 20 1" = 10'

GRAPHIC SCALE

NOTES:

1. FOR COMPACTED GRAVEL SECTION AND PAVEMENT TRANSITION,

SEE DETAIL

2. FOR TYPICAL AC PAVEMENT SECTION AND PAVEMENT TRANSITION,

SEE DETAILS

C16

C16

C16

C16

SCALE:

SECTION B-B

1" = 5'

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

TITLE OF SHEET

THIS WORK WAS PREPARED BY ME OR

UNDER MY SUPERVISION

BY:

DATE:

STAMP

LICENSE EXPIRATION DATE:

C7

GRADING CROSS SECTIONS - 1

13 28

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ER

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AT

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(N

PS

)\8 D

RA

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IN

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-E

XH

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HA

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\25

\D

RA

W

IN

GS

\C

IV

IL\

GR

AD

IN

G.

DW

G

HALEAKALA NATIONAL PARK

INSTALL BURIED FILTERED WATER TANK & APPURTENANCESMAR 2024

APRIL 30, 2024

SCALE OF FEET

55 10 1" = 5'

GRAPHIC SCALES

SCALE:

SECTION A-A

1" = 5'

SCALE:

SECTION C-C

1" = 5'

FINISHED GRADE

EXIST GROUND

TOP OF TANK

EXCAVATION LINE

FILTERED WATER TANK

EXST ROADWAY

10.0'

KEYWAY

2.5 : 1

2.0

0.5H:1.0V

8.0'-10.0'

MIN. BENCH

4.0

MA

X

CUT = 17.11 SY

FILL = 209.91 SY

EARTHWORK SUMMARY

BASE BID

TOTAL CUT: 420 CY

TOTAL FILL: 920 CY

FINISHED GRADEEXIST GROUND

TOP OF TANK

EXCAVATION LINE

EXST ROADWAY

10.0'

KEYWAY

FILTERED WATER TANK

2.5 : 1

2.0

CUT = 18.37 SY

FILL = 166.83 SY

FILTERED WATER TANK

FINISHED GRADEEXIST GROUND

TOP OF TANK

EXCAVATION LINE

EXST ROADWAY

10.0'

KEYWAY

2.5 : 1

2.0

CUT = 18.77 SY

FILL = 84.18 SY

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

TITLE OF SHEET

THIS WORK WAS PREPARED BY ME OR

UNDER MY SUPERVISION

BY:

DATE:

STAMP

LICENSE EXPIRATION DATE:

C8

GRADING CROSS SECTIONS - 2

14 28

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AT

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(N

PS

)\8 D

RA

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IN

GS

-E

XH

IB

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HA

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\25

\D

RA

W

IN

GS

\C

IV

IL\

GR

AD

IN

G.

DW

G

HALEAKALA NATIONAL PARK

INSTALL BURIED FILTERED WATER TANK & APPURTENANCESMAR 2024

APRIL 30, 2024

SCALE OF FEET

55 10 1" = 5'

GRAPHIC SCALES

SCALE:

SECTION D-D

1" = 5'

SCALE:

TYPICAL SECTION (BID OPTION A AND B )

1" = 5'

FILTERED WATER TANK

FINISHED GRADE

EXIST GROUND

TOP OF TANK

EXCAVATION LINE

2.5 : 1

CUT = 32.65 SY

FILL = 93.83 SY

FINISHED GRADE

EXIST GROUND

TOP OF TANK

EXCAVATION LINE

FILTERED WATER TANK

EXST ROADWAY

10.0'

KEYWAY

2.5 : 1

2.0

VEHICLE

TURNOUT CUT = 11.96 SY

FILL = 177.66 SY

EARTHWORK SUMMARY

BID OPTION A/B

TOTAL CUT: 420 CY

TOTAL FILL: 970 CY

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

TITLE OF SHEET

THIS WORK WAS PREPARED BY ME OR

UNDER MY SUPERVISION

BY:

DATE:

STAMP

LICENSE EXPIRATION DATE:

C9

WATER LINE PROFILES - 1

15 28

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)\8 D

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IN

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-E

XH

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\25

\D

RA

W

IN

GS

\C

IV

IL\

PR

OF

ILE

S.

DW

G

HALEAKALA NATIONAL PARK

INSTALL BURIED FILTERED WATER TANK & APPURTENANCESMAR 2024

APRIL 30, 2024

SCALE OF FEET

1010 20 1" = 10'

GRAPHIC SCALE

SCALE OF FEET

22 4 1" = 2'

NOTES:

1. BEVEL GEAR GATE VALVE SHOWN ROTATED FOR CLARITY.

2. NOT ALL PIPE SUPPORTS SHOWN FOR CLARITY. PROVIDE PIPE

SUPPORTS EVERY 10 FEET.

0+00 0+10 0+20 0+30

1 - 4"

D .I.

1/1 6 H

OR

IZ

B

EN

D

7339.40 4"

W .L.

''A -1

'' S

TA

0+

.44 S=12.62%

S=12.62%

EXISTING GROUND AT

CENTERLINE OF PIPE

EXST WATERLINE

CO

NN

EC

T

TO

E

XS

T W

AT

ER

LIN

E

1 - 4"

C

OU

PL

IN

G

AD

AP

TE

R, D .I.

TO

G

AL

V.

S

TL

7339.40 4"

BE

GI

N W

AT

ER

LI

NE

"A -1

W

.L.

''A

-1 '' S

TA

0+

1 - 4" x 4"

D .I.

TE

E

7341.11 4"

EN

D

W

AT

ER

LI

NE

"A

-1

W .L.

''A -1

'' S

TA

0+

W

.L.

''A

-2 '' S

TA

0+

W .L.

''B '' S

TA

0+

1 - 4"

D .I.

1/3 2 H

OR

IZ

B

EN

D

7340.80 4"

W .L.

''A -1

'' S

TA

0+

.50

SCALE: HORIZ.

VERT.

PROFILE - WATER LINE "A-1"

1" = 10' 1" = 2'

0+00 0+10 0+20 0+30

CO

NN

EC

T

TO

F

ILT

ER

ED

W

AT

ER

T

AN

K

SE

E

SH

EE

T

C1 1 F

OR

IN

LE

T

PI

PE

D

ET

AI

L.

7342.50 4"

EN

D

W

AT

ER

LI

NE

"A

-2

W .L.

''A -2

'' S

TA

0+

FILTERED

WATER

TANK

EXISTING GROUND AT

CENTERLINE OF PIPE

FINISHED GRADE AT

CENTERLINE OF PIPE

1 - 4" x 4"

D .I.

TE

E

1 - 4"

G

AT

E

VA

LV

E

7341.11 4"

BE

GI

N W

AT

ER

LI

NE

"A -2

W

.L.

''A

-2 '' S

TA

0+

W .L.

''A -1

'' S

TA

0+

W

.L.

''B

'' S

TA

0+

W .L.

''A -2

'' S

TA

0+

1 - 4"

C

HE

CK

V

AL

VE

7341.74 4"

S=12.62%

1 - 4"

D .I.

1/3 2 V

ER

T

BE

ND

, F E

7342.51 4"

W .L.

''A -2

'' S

TA

0+

S=0.00%

SCALE: HORIZ.

VERT.

PROFILE - WATER LINE "A-2"

1" = 10' 1" = 2'

-0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50

S=2.70%

1 - 4" x 4"

D .I.

TE

E

1 - 4"

G

AT

E

VA

LV

E

7345.00 4"

EN

D

W

AT

ER

LI

NE

"B

W

.L.

''B

'' S

TA

1+

.66

W .L.

''C -1

'' S

TA

0+

.33

W .L.

''C -2

'' S

TA

0+

EXISTING GROUND AT

CENTERLINE OF PIPE

FINISHED GRADE AT

CENTERLINE OF PIPE

1 - 4" x 4"

D .I.

TE

E

1 - 4"

G

AT

E

VA

LV

E

7341.11 4"

BE

GI

N W

AT

ER

LI

NE

"B

W .L.

''B '' S

TA

0+

W .L.

''A -1

'' S

TA

0+

W

.L.

''A

-2 '' S

TA

0+

S=2.70%

S=2.70%

1 - 4"

D .I.

1/4 H

OR

IZ

B

EN

D

7341.82 4"

W .L.

''B '' S

TA

0+

.83

1 - 4"

D .I.

1/4 H

OR

IZ

B

EN

D

7344.38 4"

W .L.

''B '' S

TA

1+

.83SEE NOTE 2

SCALE: HORIZ.

VERT.

BYPASS PIPING PROFILE - WATER LINE "B"

1" = 10' 1" = 2'

0+00 0+10 0+20 0+30 0+40

7345.00 4''

7342.50 4''

CO

NN

EC

T

TO

F

ILT

ER

W

AT

ER

T

AN

K

SE

E

SH

EE

T C1

1 F

OR

O

UT

LE

T

PI

PE

D

ET

AI

L.

7346.50 4"

BE

GI

N W

AT

ER

LI

NE

"C -1

W

.L.

''C

-1 '' S

TA

0+

7345.00 4''

1 - 4" x 4" x 4" x 4"

D .I.

CR

OS

S 2 -

4" D

.I.

1/4

V

ER

T

BE

ND

7342.50 4"

W .L.

''C -1

'' S

TA

0+

.50

7346.50 4''

1 - 4" x 4"

D .I.

TE

E

7345.00 4"

EN

D

W

AT

ER

LI

NE

"C

-1

W .L.

''C -1

'' S

TA

0+

.33

W .L.

''B '' S

TA

1+

.66

W

.L.

''C

-2 '' S

TA

0+

FILTERED

WATER

TANK

EXISTING GROUND AT

CENTERLINE OF PIPE

FINISHED GRADE AT

CENTERLINE OF PIPES=0.00%

S=0.00%

S=0.00%

W .L.

''C -1

'' S

TA

0+

1 - 4"

G

AT

E

VA

LV

E

2 - 4"

B

EV

EL

G

EA

R

GA

TE

V

AL

VE

S

7342.50 4"

7345.00 4"

7346.50 4"

S=0.00%

SCALE: HORIZ.

VERT.

PROFILE - WATER LINE "C-1"

1" = 10' 1" = 2' 7330

0+00 0+10 0+20 0+30

EXISTING GROUND AT

CENTERLINE OF PIPE

FINISHED GRADE AT

CENTERLINE OF PIPE

EXST WATERLINE

1 - 4" x 4"

D .I.

TE

E

7345.00 4"

BE

GI

N W

AT

ER

LI

NE

"C -2

W

.L.

''C

-2 '' S

TA

0+

W .L.

''C -1

'' S

TA

0+

.33

W .L.

''B '' S

TA

1+

.66

S=0.00%

W .L.

''C -2

'' S

TA

0+

1 - 4"

A

IR

R

EL

IE

F

VA

LV

E

7345.00 4"

CO

NN

EC

T

TO

E

XS

T

W

AT

ER

LIN

E 1 -

4" C

OU

PL

IN

G, D .I.

TO

D

.I.

7345.00 4"

EN

D

W

AT

ER

LI

NE

"C

-2

W .L.

''C -2

'' S

TA

0+

.47

S=0.00%

1 - 4"

D .I.

1/1 6 H

OR

IZ

B

EN

D

7345.00 4"

W .L.

''C -2

'' S

TA

0+

.45

SCALE: HORIZ.

VERT.

PROFILE - WATER LINE "C-2"

1" = 10' 1" = 2'

SCALE: HORIZ.

VERT.

PROFILE - OVERFLOW AND DRAIN LINE

1" = 2' 1" = 2'

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

TITLE OF SHEET

THIS WORK WAS PREPARED BY ME OR

UNDER MY SUPERVISION

BY:

DATE:

STAMP

LICENSE EXPIRATION DATE:

C10

WATER LINE PROFILES - 2

16 28

259822

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MAR 20244/2

/20

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)\8 D

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\25

\D

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PR

OF

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S.

DW

G

HALEAKALA NATIONAL PARK

INSTALL BURIED FILTERED WATER TANK & APPURTENANCESMAR 2024

APRIL 30, 2024

GRAPHIC SCALE

SCALE OF FEET

22 4 1" = 2'

NOTE:

1. BEVEL GEAR GATE VALVE SHOWN ROTATED FOR CLARITY.

2. BENCHING NOT SHOWN FOR CLARITY. FOR TYPICAL BENCHING

CUTS, SEE GRADING CROSS SECTION SHEETS C7 AND C8.

0+00 0+04 0+08 0+12 0+16 0+20 0+24 0+26

S=1.00%

S=0.50%

CO

NN

EC

T

TO

F

ILT

ER

ED

W

AT

ER

T

AN

K

SE

E

SH

EE

T

C1 2 F

OR

O

UT

LE

T

PI

PE

D

ET

AI

L.

7342.00 6"

BE

GI

N

OV

ER

FL

OW

A

ND

D

RA

IN

LI

NE

OV

ER

FL

OW

A

ND

D

RA

IN

LI

NE

S

TA

0+

7346.83 4'' OV

ER

FL

OW

A

ND

D

RA

IN

LI

NE

S

TA

0+

.58

1 - 6"

B

EV

EL

G

EA

R

GA

TE

V

AL

VE

A

ND

V

AL

VE

B

OX

7341.97 6"

FILTERED

WATER

TANK

1 - 6" x 4"

D .I.

TE

E, F E x F E

1 - 4"

D .I.

1/4 V

ER

T

BE

ND

, F E x F E

7341.95 6"

OV

ER

FL

OW

A

ND

D

RA

IN

LI

NE

S

TA

0+

.17

7346.81 4''

4" BYPASS WATER LINE

7338.00 6"

EN

D

OV

ER

FL

OW

A

ND

D

RA

IN

LI

NE

OV

ER

FL

OW

A

ND

D

RA

IN

LI

NE

S

TA

0+

EXISTING GROUND AT

CENTERLINE OF PIPE

FINISHED GRADE AT

CENTERLINE OF PIPE

S=1.00%

4" OVERFLOW LINE

6" DRAIN LINE

CONCRETE HEADWALL

SEE DETAIL

1 - 6"

D .I.

1/8 V

ER

T

BE

ND

, F E x F E

7341.95 6"

OV

ER

FL

OW

A

ND

D

RA

IN

LI

NE

S

TA

0+

.25

1 - 6"

D .I.

1/8 V

ER

T

BE

ND

7338.01 6"

OV

ER

FL

OW

A

ND

D

RA

IN

LI

NE

S

TA

0+

.18

S=1.00%

2.5 : 1 SLOPE

4" D.I. PIPE, FE x FE

6" D.I. PIPE, FE x FE

SEE NOTE 2

C13

63'-8"

10" 62'-0" 10"

'-0

6'-0"

6"

25'-8"

10" 12'-0" 12'-0" 10"

8"

1'- 6"

10"

63'-8"

62'-0"

2'-0"

'-0

'-0

'-8

3'- 0"

4'- 0"

4'-0"

4'-

3'- 0"

AA

B

B

4'-0"

10"

C

C

5'- 4"

4'-

6"

10"

12'-0"

10"

8"

3'- 0"

CONCRETE COLUMN,

BELOW (TYP.)

SEE STRUCTURAL

ROOF VENT, SEE DETAIL

ACCESS HATCH, SEE DETAIL

C13

C13

6" D.I. DRAIN LINE AND 4" D.I.

OVERFLOW LINE, SEE DETAIL 1

C13

4" INLET PIPE

SEE DETAIL

4" OUTLET PIPE - 1, 2, 3

SEE DETAIL

3" D.I. EMERGENCY FILL PIPE, SEE DETAIL

CONCRETE COLUMN (TYP.),

SEE STRUCTURAL

6"

4" OUTLET PIPE - 3

SEE DETAIL

INV = 7342.50

4" OUTLET PIPE - 1

8"

ROOF VENT, SEE DETAIL 4

C13

ACCESS HATCH, SEE DETAIL 3

C13

4" D.I. OVERFLOW LINE,

SEE DETAIL

INV = 7346.83 1

C13

6" D.I. DRAIN LINE, SEE DETAIL 1

C13

3" D.I. EMERGENCY FILL

PIPE, SEE DETAIL

INV = 7347.33

C16

CONCRETE COLUMN,

SEE STRUCTURAL

6" D.I. DRAIN LINE,

SEE DETAIL 1

C13

4" D.I. OVERFLOW LINE,

SEE DETAIL

INV = 7346.83

C13

4" OUTLET PIPE - 1

4" OUTLET PIPE - 2

BOTTOM OF TANK

ELEV = 7342.0

BOTTOM OF TANK

ELEV = 7342.0

BOTTOM OF TANK ELEV = 7342.0

5'-

6'- 6"

5'-

CONCRETE BEAM BELOW,

SEE STRUCTURAL

CONCRETE BEAM,

SEE STRUCTURAL

CONCRETE BEAM,

SEE STRUCTURAL

CONCRETE BEAM,

SEE STRUCTURAL

4'- 0"

4'-0"

ACCESS HATCH, SEE DETAIL 3

C13

4" OUTLET PIPE - 34'-

6"

5'-

4'-0"

ACCESS HATCH, SEE DETAIL 3

C13

ACCESS HATCH, SEE DETAIL 3

C13

4" OUTLET PIPE - 2 4'-

6"

C12

C12

ACCESS HATCH, SEE DETAIL 3

C13

C12

4" INLET PIPE

SEE DETAIL

INV = 7342.50

C12

6'-0"

TOP OF TANK

ELEV = 7348.5

31'-10"

2'-0" TRENCH, NORTH, EAST AND WEST SIDES

UNDISTURBED SOIL

3" M

IN

4" PERFORATED

DRAIN PIPE,

SLOPE TO DAYLIGHT

3'-8"

TRENCH

4" PERFORATED

DRAIN PIPE,

SLOPE TO DAYLIGHT

C16

SCALE:

WATER TANK PLAN AND SECTIONS

1/4" = 1'-0"

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

TITLE OF SHEET

THIS WORK WAS PREPARED BY ME OR

UNDER MY SUPERVISION

BY:

DATE:

STAMP

LICENSE EXPIRATION DATE:

C11

WATER TANK PLAN

AND SECTIONS

17 28

259822

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MAR 20244/2

/20

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(N

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)\8 D

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IN

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\D

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\C

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W

AT

ER

T

AN

K

PL

AN

A

ND

S

EC

TI

ON

S.

DW

G

HALEAKALA NATIONAL PARK

INSTALL BURIED FILTERED WATER TANK & APPURTENANCESMAR 2024

APRIL 30, 2024

SCALE OF FEET

1/4" = 1'-0"

GRAPHIC SCALE

NOTES:

1. FOR WATER TANK REINFORCEMENT, SEE STRUCTURAL DRAWINGS.

WATER TANK TOP PLAN

SECTION A-A SECTION C-C

SECTION B-B

NOTE:

1. CONTRACTOR SHALL USE MECHANICAL JOINTS

FOR ALL BURIED D.I. PIPING AND FITTINGS

UNLESS INDICATED OTHERWISE.

'-0

FILTERED

WATER

TANK

9'-0"

1 - 4" D.I. 1/32 VERT BEND, FE

INV = 7342.50

PLAN

4" D.I. PIPE

FLOW

FILTERED

WATER

TANK

9'-0"

1 - 4" D.I. 1/32 VERT BEND, FE

INV = 7342.50

ELEVATION

4" D.I. PIPE

FLOW

FE x PE WALL PIPE

BOTTOM OF TANK

ELEV = 7342.00

12"

12"

FE x PE WALL PIPE

10"

10"

1'-5" 5"

1'-5" 5"

'-0

FILTERED

WATER

TANK

1 - 4" GATE VALVE

2 - 4" BEVEL GEAR GATE VALVES

WITH VALVE BOXES, SEE DETAIL

7'-6"

2 - 4" D.I. 1/4 VERT BEND

1 - 4"x 4" x 4" x 4" D.I. CROSS

INV= 7342.50

= 7345.00 = 7346.50

PLAN

2'-0"

4" D.I. PIPE

FILTERED

WATER

TANK

4" BEVEL GEAR GATE VALVE

WITH VALVE BOX, SEE DETAIL

7'-6"

C14

INV = 7342.50

ELEVATION

2'-0"

4" D.I. PIPE

BOTTOM OF TANK

ELEV = 7342.00

FLOW

C14

4" GATE VALVE

FLOW

INV = 7345.00

INV = 7346.50

4" D.I. 1/4 VERT BEND

4"x 4" x 4" x 4" D.I. CROSS

4" D.I. 1/4 VERT BEND

12"

FE x PE WALL PIPE (TYP. OF 3)

FE x PE WALL PIPE

(TYP. OF 3)

12"

10"

10"

5" 1'-5"

5" 1'-5"

FINISHED GRADE

NOTE:

1. CONTRACTOR SHALL USE MECHANICAL JOINTS

FOR ALL BURIED D.I. PIPING AND FITTINGS

UNLESS INDICATED OTHERWISE.

2. CONTRACTOR SHALL USE FLANGED END FOR

ALL ABOVEGROUND D.I. PIPING AND FITTINGS

UNLESS INDICATED OTHERWISE

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

TITLE OF SHEET

THIS WORK WAS PREPARED BY ME OR

UNDER MY SUPERVISION

BY:

DATE:

STAMP

LICENSE EXPIRATION DATE:

C12

WATER TANK DETAILS - 1

18 28

259822

188177

162ST

JL

JN, CT

MAR 20244/2

/20

K

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(N

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IN

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-E

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HA

LE

\25

\D

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W

IN

GS

\C

IV

IL\

DE

TA

ILS

.D

W G

HALEAKALA NATIONAL PARK

INSTALL BURIED FILTERED WATER TANK & APPURTENANCESMAR 2024

APRIL 30, 2024

SCALE OF FEET

3/4" = 1'-0"

GRAPHIC SCALE

SCALE:

INLET PIPING DETAIL1

C12 3/4" = 1'-0" SCALE:

OUTLET PIPING DETAIL 2

C12 3/4" = 1'-0"

NOT…