Kaala_Road_RTA_Drawings.pdf
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| 18r6-rfp-solicitation-official.pdf | ||
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| Kaala_Road_RTA_Specs_27Jul18.pdf | ||
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FINAL DESIGN COMPLETE - RELEASED FOR CONSTRUCTION
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US Army Corps
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N N
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04/30/20
EXPIRATION DATE OF LICENSE
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G-001
IN-PLACE AND ESTABLISHED.
TEMPORARY EROSION CONTROLS SHALL NOT BE REMOVED BEFORE PERMANENT EROSION CONTROLS ARE 5.
IN PLACE BEFORE ANY EARTH MOVING PHASE OF THE GRADING IS INITIATED.
WHERE APPLICABLE AND FEASIBLE THE MEASURES TO CONTROL EROSION AND OTHER POLLUTANTS SHALL BE 4.
WORK.
THE LIMITS OF THE AREA TO BE GRADED SHALL BE FLAGGED BEFORE THE COMMENCEMENT OF THE GRADING 3.
INTERRUPTED OR DELAYED SHALL BE PLANTED.
GRADING TO FINAL GRADE SHALL BE CONTINUOUS, AND ANY AREA WITHIN WHICH WORK HAS BEEN
ESTABLISHED. PLANTING SHALL NOT BE DELAYED UNTIL ALL GRADING WORK HAS BEEN COMPLETED.
ALL EXPOSED AREAS SHALL BE PROVIDED WITH SLOPE PROTECTION AS SOON AS FINAL GRADES HAVE BEEN 2.
MADE TO PREVENT SEDIMENT-LADEN RUNOFF FROM LEAVING THE SITE.
AN EXCAVATION OR THE SLOPED SURFACES OF A FILL. FURTHERMORE, ADEQUATE PROVISIONS SHALL BE
ADEQUATE PROVISIONS SHALL BE MADE TO PREVENT SURFACE WATERS FROM DAMAGING THE CUT FACE OF 1.
GRADING NOTES
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BY THE CONTRACTOR.
THE CONTRACTOR DURING CONSTRUCTION, AND ANY DAMAGE TO THEM SHALL BE REPAIRED AND PAID FOR
ALL EXISTING UTILITIES, WHETHER OR NOT SHOWN ON THE PLANS, SHALL BE PROTECTED AT ALL TIMES BY 21.
THE PROTECTION OF PUBLIC HEALTH AND SAFETY AND ENVIRONMENTAL QUALITY.
THE CONTRACTOR SHALL OBSERVE AND COMPLY WITH ALL FEDERAL, STATE AND LOCAL LAWS REQUIRED FOR 20.
THE CONTRACTOR SHALL APPLY AND PAY FOR ALL NECESSARY CONSTRUCTION PERMITS.19.
OPERATIONS".
HIGHWAYS, PART VI - TRAFFIC CONTROL FOR STREET AND HIGHWAY CONSTRUCTION AND MAINTENANCE
FEDERAL HIGHWAY ADMINISTRATION’S "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND
STREETS AND HIGHWAYS" ADOPTED BY THE DIRECTOR OF TRANSPORTATION, AND THE CURRENT U.S.
OF HAWAII GOVERNING THE USE OF TRAFFIC CONTROL DEVICES AT WORK SITES ON OR ADJACENT TO PUBLIC
PROTECTIVE FACILITIES AND PRECAUTIONS TO BE TAKEN SHALL CONFORM WITH THE "ADMINISTRATIVE RULES
PRECAUTIONS FOR THE PROTECTION AND FOR THE CONVENIENCE AND SAFETY OF FAA TRAFFIC. ALL SUCH
BARRICADES, MARKERS, CONES AND OTHER PROTECTIVE FACILITIES AND SHALL TAKE ALL NECESSARY
THE CONTRACTOR SHALL PROVIDE, INSTALL AND MAINTAIN ALL NECESSARY SIGNS, LIGHTS, FLARES, 18.
RESOURCES SECTION (655-9707).
REPRESENTATIVE, AND THE DIRECTORATE OF PUBLIC WORKS ENVIRONMENTAL DIVISION, CULTURAL
THE CONTRACTOR SHALL IMMEDIATELY SUSPEND WORK AND NOTIFY THE CONTRACTING OFFICER OR THEIR
IN THE EVENT ANY ARTIFACTS OR HUMAN REMAINS ARE UNCOVERED DURING CONSTRUCTION OPERATIONS, 17.
THE CONTRACTING OFFICER FOR CLARIFICATION.
START OF CONSTRUCTION, AND ANY DISCREPANCIES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF
ALL DIMENSIONS AND DETAILS SHOWN ON THE DRAWINGS SHALL BE CHECKED AND VERIFIED PRIOR TO THE 16.
FULLY COMPLETE ALL WORK SHOWN ON CONTRACT, DRAWINGS AND SPECIFICATIONS.
THE CONTRACTOR SHALL FURNISH ALL LABOR, EQUIPMENT AND SERVICES TO PROPERLY PERFORM AND 15.
THE CONTRACTOR.
OPERATIONS SHALL BE RESTORED TO THE SATISFACTION OF THE CONTRACTING OFFICER AND PAID FOR BY
EXISTING PAVEMENT AND PAVEMENT MARKINGS THAT ARE DAMAGED BY THE CONTRACTOR’S CONSTRUCTION 14.
HOURS OF ALL CONSTRUCTION WORK SHALL BE DETERMINED BY THE CONTRACTING OFFICER.13.
RESPONSIBILITY.
PERSONNEL RESULTING FROM CONTACT WITH THE EXISTING UTILITIES SHALL BE THE CONTRACTOR’S
RESULT OF CONSTRUCTION ACTIVITIES SHALL BE REPAIRED AT CONTRACTOR’S EXPENSE. INJURY TO
ON THE PLANS, AND SHALL PROTECT SUCH UTILITIES AT ALL TIMES. DAMAGE TO EXISTING UTILITIES AS A
RESPONSIBLE TO VERIFY THE LOCATION AND INVERTS OF ALL EXISTING UTILITIES WHETHER OR NOT SHOWN
MADE ON THE ACCURACY OR COMPLETENESS OF SAID INFORMATION. THE CONTRACTOR SHALL BE
ARE BASED ON AVAILABLE RECORDS, VERIFIED WHENEVER POSSIBLE BY FIELD SURVEYS. NO GUARANTEE IS
THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES, APPURTENANCES AND STRUCTURES SHOWN 12.
EXPENSE AND ONLY WITH THE APPROVAL OF THE CONTRACTING OFFICER.
INTERRUPTION OF SERVICE SHALL BE KEPT TO A MINIMUM AND SHALL BE DONE AT THE CONTRACTOR’S
PLACE. IF RELOCATION OF EXISTING UTILITIES IS REQUIRED FOR THE CONTRACTOR’S CONVENIENCE, UNLESS RELOCATION IS CALLED FOR ON THE PLANS, EXISTING UTILITIES SHALL REMAIN IN SERVICE AND IN 11.
MANAGEMENT PRACTICES SHALL BE EMPLOYED AT ALL TIMES DURING CONSTRUCTION.
CONTROL", AS WELL AS CHAPTER 14 OF THE REVISED ORDINANCES OF HONOLULU, AS AMENDED. BEST
RULES, TITLE 11, CHAPTER 54, "WATER QUALITY STANDARDS", AND TITLE 11, CHAPTER 55, "WATER POLLUTION
WATER QUALITY AND WATER POLLUTION CONTROL STANDARDS CONTAINED IN HAWAII ADMINISTRATIVE
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFORMANCE WITH THE APPLICABLE PROVISIONS OF THE 10.
STANDARDS AND REGULATIONS OF THE STATE DEPARTMENT OF HEALTH.
FROM DUST NUISANCE. THE WORK SHALL BE IN CONFORMANCE WITH THE AIR POLLUTION CONTROL
THE CONTRACTOR, AT HIS OWN EXPENSE, SHALL KEEP THE PROJECT AREA AND SURROUNDING AREA FREE 9.
CITED AND THE CONTRACTOR SHALL IMMEDIATELY MAKE ALL REMEDIAL ACTIONS NECESSARY.
PROPERTIES, OR NATURAL WATERCOURSES. SHOULD SUCH VIOLATIONS OCCUR, THE CONTRACTOR MAY BE
OR DEBRIS IN ANY FORM TO FALL, SLIDE OR FLOW INTO EXISTING DRAINAGE SYSTEMS, OR ADJOINING
NO CONTRACTOR SHALL PERFORM ANY CONSTRUCTION OPERATION SO AS TO CAUSE FALLING ROCKS, SOIL 8.
SATISFACTION OF THE CONTRACTING OFFICER AND PAID FOR BY THE CONTRACTOR.
CONSTRUCTION OPERATIONS SHALL BE REPLACED AND REPAIRED TO ORIGINAL CONDITION, TO THE
SHALL BE PRESERVED AND PROTECTED. ANY AND ALL DAMAGES RESULTING FROM THE CONTRACTOR’S
THE EXISTING IMPROVEMENTS ON THE PREMISES, AND IN ADJACENT AREAS, THAT ARE NOT TO BE REMOVED, 7.
EXCAVATION FOR THE NEW LINES.
EXISTING LINES AT THE PROPOSED CONNECTIONS TO VERIFY THEIR LOCATIONS AND DEPTHS PRIOR TO
NEW UTILITIES TO EXISTING UTILITIES ARE SHOWN ON THE PLANS, THE CONTRACTOR SHALL EXPOSE THE
THE FACILITIES AND EXERCISE PROPER CARE IN EXCAVATING IN THE AREA. WHEREVER CONNECTIONS OF
RECORDS ARE INDICATED ON THE PLANS. THE CONTRACTOR SHALL VERIFY THE LOCATIONS AND DEPTHS OF
THE UNDERGROUND PIPES, CABLES OR DUCTLINES KNOWN TO EXIST BY THE ENGINEER FROM HIS SEARCH OF 6.
RESTORATION OF EXISTING ITEMS SHALL BE INCIDENTAL TO VARIOUS CONTRACT ITEMS.
UTILITIES, WALLS, FENCES, ETC. UNLESS PROVIDED FOR SPECIFICALLY IN THE PROPOSAL. DEMOLITION AND
OF CONSTRUCTION, INCLUDING PAVEMENTS, EMBANKMENTS, CURBS, SIGNS, LANDSCAPING, STRUCTURES, THE CONTRACTOR SHALL RESTORE TO ITS ORIGINAL CONDITION ALL IMPROVEMENTS DAMAGED AS A RESULT 5.
PROJECT AREA PRIOR TO EXCAVATING. THE CONTRACTOR SHALL COORDINATE ALL WORK.
THE CONTRACTOR SHALL NOTIFY ALL AGENCIES TO VERIFY THE ACTUAL LOCATION OF ALL UTILITIES IN THE 4.
TO THE SATISFACTION OF THE CONTRACTING OFFICER, AT CONTRACTOR’S EXPENSE.
OPERATIONS SHALL BE RESTORED TO ITS ORIGINAL, OR BETTER, CONDITION. SUCH RESTORATION SHALL BE
ANY PAVEMENT OUTSIDE THE CONTRACT ZONE LIMITS DAMAGED AS A RESULT OF CONSTRUCTION 3.
UNDERPINNING TO FULLY PROTECT IT FROM DAMAGE.
AND FOR PROPERLY SUPPORTING EXISTING STRUCTURES AND FACILITIES WITH BEAMS, STRUTS OR
EXISTING GROUND TO RENDER IT SAFE AND SECURE FROM POSSIBLE SLIDES, CAVE-INS AND SETTLEMENT, SHALL BE RESPONSIBLE FOR PROPERLY SHEETING AND BRACING THE EXCAVATION AND STABILIZING THE
WHEN EXCAVATION IS ADJACENT TO OR UNDER EXISTING STRUCTURES OR FACILITIES, THE CONTRACTOR 2.
ALL APPLICABLE CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE PLANS.1.
GENERAL CONSTRUCTION NOTES
HAULING OF WET, DRIPPING MATERIAL OVER PUBLIC STREETS WILL NOT BE PERMITTED.4.
SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE HAULED FROM THE JOB SITE.
EXCESS EXCAVATED MATERIAL NOT UTILIZED FOR BACKFILL SHALL BE REMOVED. ALL EXCESS MATERIAL 3.
ALL MOBILIZED EQUIPMENT SHALL BE REMOVED.2.
TRASH AND DEBRIS.
THE CONSTRUCTION AREA AND SURROUNDING AREAS AND ADJOINING STREETS SHALL BE CLEARED OF ALL 1.
POST CONSTRUCTION
WORK DAY AND REPAIR/CLEAN AS NECESSARY.
THE CONTRACTOR SHALL CHECK THE CONDITION OF THE FILTER AT THE BEGINNING AND ENDING OF EACH 7.
STREETS THAT RECEIVED RUNOFF SHALL USE AN INLET PROTECTION DEVICE.
ALL AFFECTED STORM DRAIN INLETS AND/OR CATCH BASINS ALONG THE PROJECT SITE INCLUDING SIDE 6.
REPLACE THEM WHEN EVENT HAS PASSED.
THE CONTRACTOR SHALL REMOVE FILTERS DURING TIMES OF ABOVE NORMAL RAINFALL EVENTS AND 5.
DRAIN SYSTEM.
WATER WILL NOT BE ACCEPTABLE UNLESS THE RUNOFF IS CONTAINED AND DOES NOT ENTER THE STORM
OFF SO THAT DIRT OR DEBRIS IS NOT TRACKED OFF THE CONSTRUCTION SITE. WASHING OFF TIRES WITH
THE CONTRACTOR SHALL ENSURE THAT ALL TIRES OF CONSTRUCTION VEHICLES ARE SUFFICIENTLY CLEANED 4.
RUNOFF.
ROADWAY. IN THE EVENT OF A RAIN STORM, THE MATERIAL SHALL BE COVERED TO MINIMIZE SEDIMENT
EXCAVATED MATERIAL THAT WILL BE USED FOR BACKFILL SHALL BE PLACED ADJACENT TO THE OPEN 3.
DURING CONSTRUCTION, DUST POLLUTION SHALL BE KEPT TO A MINIMUM.2.
ENTERING.
PROVIDE A FILTER AT DRAIN INLET OPENINGS AND CONCRETE SWALES TO PREVENT SEDIMENT FROM 1.
DURING CONSTRUCTION
BARREN AREAS AFTER CONSTRUCTION.
MINIMIZE SOIL RUNOFF AND PREVENT SEDIMENT FROM ENTERING THE STORM SEWER SYSTEM. STABILIZE/SEED
MANUAL FOR CONSTRUCTION SITES IN HONOLULU THROUGHOUT THE DURATION OF CONSTRUCTION ACTIVITIES TO
ACCEPTABLE BMPS CONSISTENT WITH THE CITY AND COUNTY OF HONOLULU’S BEST MANAGEMENT PRACTICES
THE PROJECT WILL INCLUDE A PLAN OR SPECIFICATIONS FOR SEDIMENT AND EROSION CONTROL WITH
BEST MANAGEMENT PRACTICES (BMP) NOTES MINIMUM:
ACCESS THROUGH WORKING AREAS AT ALL TIMES.
THROUGH FRIDAYS, EXCLUDING FEDERAL HOLIDAYS. CONTRACTOR SHALL ALLOW FAA/HIANG VEHICLES
AREAS IN WHICH THE WORK IS TO BE ACCOMPLISHED WILL BE AVAILABLE FROM 7:00AM TO 5:00PM MONDAYS 29.
RULES WHEN TRAVELING UP OR DOWN KAALA ROAD.
BASE FOR ALERTS WHEN FAA/HIANG VEHICLES ARE TRAVELING UP OR DOWN KAALA ROAD AND FOLLOW ALL
TRAVELING UP OR DOWN KAALA ROAD. CONTRACTOR SHALL MONITOR RADIO FOR INFORMATION FROM KAALA
169TH AIR DEFENSE SQUADRON (169ADS). THE CONTRACTOR SHALL NOTIFY KAALA BASE BY RADIO WHEN
CONTRACTOR SHALL OBTAIN KEY TO THE FAA GATE TO ACCESS THE SITE AND OBTAIN A RADIO FROM HIANG 28.
ALL VEHICLES SHALL HAVE 4-WHEEL DRIVE AND/OR OPERABLE "JAKE BRAKE".27.
CONSTRUCTION. NOTIFY CONTRACTING OFFICER OF ANY DISCREPANCIES.
MAPS. CONTRACTOR SHALL VERIFY AND ACCEPT ALL EXISTING CONDITIONS PRIOR TO BIDDING &
NOVEMBER 2016. CONTOURS SHOWN OUTSIDE OF THE FIELD SURVEY LIMITS ARE SCANNED FROM USGS
TOPOGRAPHIC SURVEY OF THE PROJECT SITE WAS PERFORMED BY CONTROL POINT SURVEYING, INC., IN 26.
FOR BENCHMARKS SEE SHEETS CG101 TO CG104.25.
DAYS BEFORE ANY OUTAGE.
CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER AND FACILITIES MANAGEMENT BRANCH AT LEAST 30 24.
AREA.
PROJECT AN OVERALL WORK SCHEDULE AND SHALL PROVIDE A 14-DAY WRITTEN NOTICE TO WORK IN ANY
REPRESENTATIVE DURING CONSTRUCTION. THE CONTRACTOR SHALL SUBMIT AT THE BEGINNING OF THE
THE CONTRACTOR SHALL COORDINATE ALL ACTIVITIES WITH THE CONTRACTING OFFICER OR HIS 23.
GOVERNMENT PROPERTY.
ALL WASTE MATERIALS SHALL BE PROMPTLY REMOVED AND DISPOSED OF OUTSIDE THE LIMITS OF THE 22.
GENERAL CONSTRUCTION NOTES (CONT.)
US Army Corps
U .S
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No.11108-C
W
HA
IA ,I
AS..U
Licensed
Engineer
Professional
N N
IE
OKANO-KE
L E
R
IC
K
N
D
OR UNDER MY SUPERVISION.
THIS WORK WAS PREPARED BY ME
04/30/20
EXPIRATION DATE OF LICENSE
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
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2 3
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4 5
A
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D A
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F
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B M
IT
T E
D B
Y
P L
O T S
C A
L E
D A
T E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
SHEET OF
M O
U N
T K
A A
L A
O A
H U
H A
W A
II
R E
P A
IR
K
A A
L A R
O A
D
P R
O J E
C T N
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Q Z S
X
M A
R C
H
D E
S C
R
IP
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72" DRAIN
24" DRAIN
72" DRAIN
72" DRAIN
72" DRAIN
72" DRAIN
72" DRAIN
72" DRAIN
K A
A L
A R
O A
D
KAALA ROAD
G-101
NN
OVERALL SITE PLAN
NOT TO SCALE
O V
E R
A L L S
IT
E P
L A
N
FARRINGTON HIGHWAY
GATE 3
K A
U K
O N
A H
U A R
O A
D
CP103
TMK: 6-8-007:005
TMK: 6-8-007:004
TMK: 6-8-007:002
TMK: 6-8-001:001 TMK: 6-7-003:018
k l0
G -1
.d g n
TMK: 8-4-030:001
TMK: 8-4-002:065
TMK: 6-7-003:025
K A
U K
O N
A H
U A R
O A
D
KAMEHAMEHA HIGHWAY
WAIALUA BEACH ROADTO NORTH SHORE
TO HONOLULU
C13
C
C17
C27
C
C C
C
C
C
C
C
C 41C
C
C
C
C
C
C 4 C
C
C
C
MP 0.0
GATE 2
MP 2.0
MP 3.0
MP 4.0
MP 5.0
MP 6.0
MP 1.0
(FAA GATE)
APPROX. ELEV. = 20’
GATE 1
APPROX. ELEV. = 4,025’
END KAALA ROAD
SEE
MP 3.6
APPROX. ELEV. = 2,200’
PROJECT SITE 2
SEE
MP 4.3
APPROX. ELEV. = 2,700’
PROJECT SITE 1
SEE
MP 0.2
APPROX. ELEV. = 240’
PROJECT SITE 3
STREAM
MAKALEHA
STREAM
MAKALEHA
CG104
SEE
MP 4.6
APPROX. ELEV. = 2,700’
PROJECT SITES 4 AND 5
CG103
CP102
CP101
CG102
CG101
C32
AND STAGING AREA
CONTRACTOR OPERATION
F
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M O
D E
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A M
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D A
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D F .P
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5FINAL DESIGN COMPLETE - RELEASED FOR CONSTRUCTION
fiof Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D
IS
S
U E D
A T
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L e n n ie O k a n o -K e n d ri c k
L e n n ie O k a n o -K e n d ri c k
:1
L M
S
O K
A H
A R
A A
N D A
S S
O C
IA
T E
S
IN
C
K
O H
O L
A S
T R
E E
T
H
IL
O
H I
H O
N O
L U
L U D
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T R
IC
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H O
N O
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H A
W A
II
P H
O N
E -5
M A
R
E Y
- W
A -1
-D -0
-0
No.11108-C
W
HA
IA ,I
AS..U
Licensed
Engineer
Professional
N N
IE
OKANO-KE
L E
R
IC
K
N
D
OR UNDER MY SUPERVISION.
THIS WORK WAS PREPARED BY ME
04/30/20
EXPIRATION DATE OF LICENSE
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
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D E
S
IG
N E
D B
Y
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
D A
T E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
SHEET OF
M O
U N
T K
A A
L A
O A
H U
H A
W A
II
R E
P A
IR
K
A A
L A R
O A
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P R
O J E
C T N
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Q Z S
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M A
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H
D E
S C
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IP
T
IO
N
Boring: 1 File: 3250.01
Project: Mount Kaala Road Repairs
F.G.E. Ltd.
Location:
Surface Elevation:
Depth to Water:
Date Completed:
LAB
TEST
RESULTS
Mount Kaala, Oahu, Hawaii
2715’–
None Encountered (10-18-16)
10-18-16
BLOWS
PER
FT.
*(x) See Legend
Torvane= 3,250psf Swell= 0.1%
Torvane= 2,500psf
LL= 52, PI= 22
Gradation:
Gravel= 0% Sand= 65%
Silt/Clay= 35%
Direct Shear:
C= 500psf Ø= 34° Swell= 0.3%
*(37)
38 73
(23)
(18)
46 68 22
(15)
S
A
M
P
L
E
D
E
P
T
H
Project Engineer:
Field Engineer:
Drafted by:
JN
TC
KSL
Date of Drawing: November 2016
CLASSIFICATION
4" ACP over 6" Basecourse
Dark Gray to Orange Brown Clayey SILT (MH) with
Remnant Rock Structure, very stiff, damp to dry
(SAPROLITE)
Multi-colored Silty SAND (SM) with Remnant Rock
Structure, medium dense, damp to moist
(SAPROLITE)
4 Light Brown Clayey SILT (MH) with Sand and
Gravel with Remnant Rock Structure, very stiff, moist
Torvane= 3,000psf 38 74 24
(17)
At 13.5’, grades Dark Purplish Gray
Torvane= 2,750psf 41 74 29
(20)
At 18.5’, grades hard
Direct Shear:
C= 200psf Ø= 38° Swell= 1.0% S.I.= 0.09
41 66 32
(22)
At 23.5’, grades Orange Brown to Light Brown
Torvane= 2,750psf
LL= 65, PI= 28
34 69 30
(21)
At 28.5’, grades Grayish Brown
Unconfined Compressive Strength= 2,750psf
41 72 42
(29)
(SAPROLITE)
Figure 3a
M O
IS
T
C O
N T
D R
Y
D E
N P
C F
Boring: 1 File: 3250.01
Project: Mount Kaala Road Repairs
F.G.E. Ltd.
Location:
Surface Elevation:
Depth to Water:
Date Completed:
LAB
TEST
RESULTS
Mount Kaala, Oahu, Hawaii
2715’–
None Encountered (10-18-16)
10-18-16
BLOWS
PER
FT.
*(x) See Legend
S
A
M
P
L
E
D
E
P
T
H
Project Engineer:
Field Engineer:
Drafted by:
JN
TC
KSL
Date of Drawing: November 2016
CLASSIFICATION
Grayish Brown Gravelly Clayey SILT (MH) with
Sand and Remnant Rock Structure, hard, moist
Torvane= 3,250psf 35 75 34
(23)
Torvane= 3,000psf 36 69 38
(26)
39 69 37
(25)
(SAPROLITE)
LL= 60, PI= 28
Direct Shear:
C= 400psf Ø= 43° Swell= 0.1%
46 72 74
(50)
13 Brownish Gray Highly to Completely Weathered
BASALT (WH-WC), soft
Unconfined Compressive Strength= 3,514psf
43 78 81
(55)
36 72 48
(33)
42 64 97
(65)
Figure 3b
M O
IS
T
C O
N T
D R
Y
D E
N P
C F
Boring: 1 File: 3250.01
Project: Mount Kaala Road Repairs
F.G.E. Ltd.
Location:
Surface Elevation:
Depth to Water:
Date Completed:
LAB
TEST
RESULTS
Mount Kaala, Oahu, Hawaii
2715’–
None Encountered (10-18-16)
10-18-16
BLOWS
PER
FT.
*(x) See Legend
S
A
M
P
L
E
D
E
P
T
H
Project Engineer:
Field Engineer:
Drafted by:
JN
TC
KSL
Date of Drawing: November 2016
CLASSIFICATION
Brownish Gray Highly to Completely Weathered
BASALT (WH-WC), soft
Unconfined Compressive Strength= 2,705psf
40 77 78
(53)
42 76 60/3"
(41/3") R
36 82 137
(92)
32 85 115
(78)
27 88 113
(76)
At 93.5’, grades Multi-colored
36 72 59
(40)
22 At 98.5’, grades Dark Purplish Brown
BOH @ 100.0’
Figure 3c
M O
IS
T
C O
N T
D R
Y
D E
N P
C F
Boring: 2 File: 3250.01
Project: Mount Kaala Road Repairs
F.G.E. Ltd.
Location:
Surface Elevation:
Depth to Water:
Date Completed:
LAB
TEST
RESULTS
Mount Kaala, Oahu, Hawaii
2190’–
None Encountered (10-20-16)
10-20-16
BLOWS
PER
FT.
*(x) See Legend
Torvane= 3,000psf Swell= 0.1%
*(15)
31 92
(51)
(21)
Direct Shear:
C= 400psf Ø= 37° Swell= 0.2%
58 65 15
(11)
S
A
M
P
L
E
At 5.5’, grades hard
At 8.5’, grades Brown to Reddish Brown, very stiff
D
E
P
T
H
Project Engineer:
Field Engineer:
Drafted by:
JN
TC
KSL
Date of Drawing: November 2016
CLASSIFICATION
3" ACP over 6" Basecourse
Brown Clayey SILT (MH) with Gravel and Remnant
Rock Structure, moist, very stiff
At 3.0’, grades with Cobbles
Unconfined Compressive Strength= 2,820psf
56 63 21
(15)
Torvane= 2,750psf
LL= 66, PI= 23
51 70 30
(21)
At 18.5’, grades Brown
Unconfined Compressive Strength= 4,880psf
48 73 50
(34)
At 23.5’, grades hard
Direct Shear:
C= 400psf Ø= 37° Swell= 0.3%
58 65 28
(19)
At 28.5’, grades Brown to Grayish Brown
Torvane= 2,500psf
LL=78, PI= 34 54 64 40
(27)
(SAPROLITE)
Figure 4a
M O
IS
T
C O
N T
D R
Y
D E
N P
C F
Boring: 2 File: 3250.01
Project: Mount Kaala Road Repairs
F.G.E. Ltd.
Location:
Surface Elevation:
Depth to Water:
Date Completed:
LAB
TEST
RESULTS
Mount Kaala, Oahu, Hawaii
2190’–
None Encountered (10-20-16)
10-20-16
BLOWS
PER
FT.
*(x) See Legend
S
A
M
P
L
E
D
E
P
T
H
Project Engineer:
Field Engineer:
Drafted by:
JN
TC
KSL
Date of Drawing: November 2016
CLASSIFICATION
Brown to Grayish Brown Clayey SILT (MH) with
Gravel and Remnant Rock Structure, hard, moist
Unconfined Compressive Strength= 4,305psf
50 68 37
(25)
At 38.5’, grades Brown, very stiff
Torvane= 2,250psf 42 76 48
(33)
Unconfined Compressive Strength= 2,315psf
64 62 33
(23)
BOH @ 50.0’
12 At 48.5’, grades Orange
(SAPROLITE)
Figure 4b
M O
IS
T
C O
N T
D R
Y
D E
N P
C
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D
IS
S
U E D
A T
E
L e n n ie O k a n o -K e n d ri c k
L e n n ie O k a n o -K e n d ri c k
:1
L M
S
O K
A H
A R
A A
N D A
S S
O C
IA
T E
S
IN
C
K
O H
O L
A S
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T
H
IL
O
H I
H O
N O
L U
L U D
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T R
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T
H O
N O
L U
L U
H A
W A
II
P H
O N
E -5
M A
R
E Y
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A -1
-D -0
-0
No.11108-C
W
HA
IA ,I
AS..U
Licensed
Engineer
Professional
N N
IE
OKANO-KE
L E
R
IC
K
N
D
OR UNDER MY SUPERVISION.
THIS WORK WAS PREPARED BY ME
04/30/20
EXPIRATION DATE OF LICENSE
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
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C K
D B
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D E
S
IG
N E
D B
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D
2 3
C
4 5
A
B
M A
R K
A P
P R
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F
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B E
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S
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B M
IT
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D B
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P L
O T S
C A
L E
D A
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C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
SHEET OF
M O
U N
T K
A A
L A
O A
H U
H A
W A
II
R E
P A
IR
K
A A
L A R
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D
P R
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C T N
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S C
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AC 2714.62
AC 2714.8
AC
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AC
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AC
.1
AC 2690.40
AC 2692.70
AC 2697.81
AC 2699.61
AC 2701.88
AC 2703.50
AC 2705.68
AC 2707.28
AC 2708.85
AC 2710.46
AC 2712.01
AC 2712.65
AC 2713.73
AC
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AC
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AC
.9
AC
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B O
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BOTTOM BANK
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P
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TOP BANK
BOTTOM BANK
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BOTTOM BANK
BOTTOM BANK
TOP BANK
FENCE LINE, H=4.5
TO
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ANK
H
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H=10 D=0.5
D= 1.
D= 1.
D=2
H=30
H=20
D=1
D=2
H=30 TOP BANK
TOP BANK
H=30
D=1.5
D=0.5 H=25
D=
D= 1.
H=30
D=1
D=1 H=50
H=30
D=2
H=10
D=0.5H=20
D=0.5
D=2.5 H=20
H=10
D=0.5
D=0.5 H=20
H=10
D=1
D=1 H=30
CHAIN LINK FENCE H=4.5
GATE
H=20 D=2.5
H=
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C C
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G 2714.49
CC 2713.65
CC 2712.50
CC 2711.88
CC 2710.35
CC 2708.71
CC 2707.17
CC 2705.56
CC 2703.41
CC 2701.75
CC 2699.49
CC 2697.73
CC 2692.44
CC 2690.23
BORIN
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STATE OF HAWAII
TMK: 6-8-001:001
40’10’0 20’
EXISTING CONDITION PLAN
SITE 1
SCALE 1" = 20’
LANDSLIDE AREA
STATE OF HAWAII
TMK: 6-8-001:001
CITY & COUNTY OF HONOLULU
TMK: 8-4-030:001
(E X
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ROAD EASEMENT
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ROAD EASEMENT
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PROJECT LIMITS
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
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L e n n ie O k a n o -K e n d ri c k
L e n n ie O k a n o -K e n d ri c k
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H O
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L U
L U
H A
W A
II
P H
O N
E -5
M A
R
E Y
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A -1
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-0
No.11108-C
W
HA
IA ,I
AS..U
Licensed
Engineer
Professional
N N
IE
OKANO-KE
L E
R
IC
K
N
D
OR UNDER MY SUPERVISION.
THIS WORK WAS PREPARED BY ME
04/30/20
EXPIRATION DATE OF LICENSE
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
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C K
D B
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D E
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D B
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B M
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T E
D B
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P L
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C A
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D A
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C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
SHEET OF
M O
U N
T K
A A
L A
O A
H U
H A
W A
II
R E
P A
IR
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TOP=2200.10
INV.=2196.38
TOP=2177.08
TP=2172.84
TP=2162.45
INV.=2203.76
INV.=2197.03
INV.=2172.02
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2191.90 2183.24
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2162.63
2163.99
2166.02
2169.25
2215.55
2198.29
2187.02
2183.20
2186.33
2224.11
2225.67
2226.72
2230.17
2234.17
2237.97
2252.88
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2248.37
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2254.64
2244.05
2233.802253.89 2251.08
2245.95
2241.12 2283.78
2277.62 2271.49
2266.19 2261.88 2252.16
2245.12
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2239.67
2237.51
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2258.41
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.3
2283.78
8.1
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3.8
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2300.86
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3.8
4.12
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2234.11
2234.97
2231.29
2223.52
2216.09
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2273.54
2277.01
2284.89
2291.37
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2303.24
2306.70
2247.41
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9.6
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2254.15
2258.11
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3.67
2265.63
2208.58
2206.33
2215.14
2202.48
2205.00
2204.49
2199.42
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2188.29
2185.52 2182.2
3 2179.96
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2175.68
2173.36
2170.68
2168.79
2167.43
2225.08
2219.17
2214.77
2210.85
2207.11
2247.612247.37
.0
.2
2262.76
2263.74
2258.22 2255.78
2250.31
2243.82
2237.24
2238.89
2241.85
2238.17
2232.13
2214.94
2218.98
2221.48
2224.84
2230.08
2236.19
.6
.7
.40
.39
2263.4
2268.27
.0
.1
2281.66
2285.39
7.09
.76
2293.35
.8
.4
.0
.8
.0
.6
.8
.8
.6
.4
.1
.7
2286.
36 2281.99
.7
2274.42
2271.90
.0
.1
.6
.4
2265.88
2267.65
2268.99
2271.44
2274.41
2277.89
2281.162284.5
.0
.5
.3
.6
.7
.7
.7
.1
AC 2284.79 AC 2281.18
AC 2277.66
AC
2274.32
2271.19
2268.81
2267.51
2265.87
.1
.9
.09
2284.74 2281.76
2278.42
2274.99
2270.98
2267.08
.46
8.61
4.6
.29
.3
2235.52
2231.96
2228.71
2224.55
2221.09
2217.85
.6
.1
.4
.1
AC 2224.48
AC 2228.56
AC 2231.93
AC 2235.17
A C
.1
A C
.2
AC
7.
AC
.11
AC 2
.70
AC 2
.50
AC 2262.53
AC 2266.94
AC 2271.07
AC
2275.20
AC 2278.26
AC 2281.70AC 228
4.51
AC
7.8
AC
0.
AC
.0
A C
.3
AC 2221.00
AC 2210.62
AC 2214.15
AC 2217.69
2164.27
2166.65
2169.99
AC 2177.24
AC 2181.71
AC
.93
AC
9.
A C
.0
A C
.5
.0
1.71 2177.51
.4
.9
T .0
.4
TW 2164.87
TW 2167.02
2166.91
2170.49
TW 2174.12
TW 2178.10
2180.21
TW 2181.62
2173.94
2178.04
TW 2172.13
TW 2168.81
TW 2166.75
2163.08
T W
.8
T W
.7
T
W
.4
TW 2205.82
TW 2203.29
TW 2208.18
2183.06
6.1
.7
2176.73
2180.40
.56
.8
.1
.6
.0
.3
2203.44
TW
.0
TW 2203.41
2166.94
2169.52
2172.94
.3
.7
2268.66
.0
.3
.9
.41
2181.01 2176.80
2172.50
.2
7.7
2283.93 2281.19
2277.89
2274.45
2270.37
2266.44 2261 .68
7.91
4.0
.53
.6
.6
2234.82
2231.29
2227.93
2224.01
2220.67
2217.16
2213.65
2210.23
2207.64
.1
.0
.7
.0
.4
2284.18 2280.66
2277.30
2273.88
2270.91
2268.18
2266.92
2265.31
.6
.8
.4
.9
2163.58
2165.89
2265.91 2263.04
.96
5.0
.92
.8
.9
.7
.5
2236.52
2232.95
2229.63
2225.90
2222.13
2218.33
2214.58
2210.88
2207.30
2203.80
2210.98
.2
TC
2.
TC
5.7
TC
9.6
TC 2
263.
92TC 2269.26
2226.62
2240.03
TC 2236.97
TC 2234.29
TC 2231.05
TC 2227.09
AC
.9
C C
.9
CC
0.
CC
.71
CC 228
4.39
CC 2281.60
CC 2278.23
C C
2275.06
C C 2270.88
CC 2266.84
CC 2262.45
CC 2
.36
CC 2
.49
CC
.98
CC
6.
.4
CC 2214.01
CC 2217.53
CC 2220.89
CC 2224.30
CC 2228.36
CC 2231.82
CC 2235.07
C C
.9
2238.53
C C
.0
CC 2210.54
BW 2205.84
B W
.0
.8
.8
.0
.0
B
W
.0
B
W
.6
BW 2164.35
BW 2181.15
BW 2177.50
BW 2173.45
2229.99
2232.60
2228.59
2222.19
2221.83
BW 2163.19
BW 2168.90
BW 2165.29
TW 2175.16
BW 2172.10
2206.45
2203.49
CC 2177.09
CC 2181.46
CC
.83
CC
9.
C C
.7
C C
.4
CC 2284.72 CC 2281.05
CC 2277.57
C C
2274.14
BC 2
.17
BC 2
.12
BC 22
63.5
5BC 2268.79
TC 2266.62
BC 2266.04
BC
.8
BC 2226.59
BC 2231.05
BC 2233.93
BC 2236.54
BW 2202.84
B W
.4
B
.5
2199.29
2204.27
.8
2212.53 2206.63 2196.96
2157.34
2162.09
2166.58
2168.13
2171.51
2176.94
2174.15
2281.41 2293.31
D=1
D=0.5
D=0.5
D=0.5
D=0.5
D=1
D=0.5
D=0.5
D=0.5
D=1
D=1.5
D=0.5
D=1.5
D=1
D=1.5
D=1.5
D=0.5
D=0.5
D=1
D=1.5
REF
RE
F
REF
REF
R E F
D=1.5
MIRROR
POSTS
TW 2207.91
SDMH
D=1.5
D=2
BOTTOM BANK
MIRROR
TOP B
ANK
TOP BANK
BOTTOM BANK
S L O P E
B R E A K
SDMH
D=0.5
BOTTOM BANK
TOP BANK
B O
TT
O M
B
AN
K
BOTTOM
BANK
SD
M H
D=1.5
BORI
NG
ELE
V.=
.5
STUMP
2193.21
2193.41
2191.49
2193.54
2184.23 2182.10
2182.77
2176.66
2169.89
2166.90
2174.06
2175.21
2169.22
2164.24
2160.00
2214.45
2198.49 2210.64
2189.82
2197.66
2186.93
2197.02
2184.17
2192.56
2206.76
2193.16
M
IR
R O
R
2211.88
2187.09
2145.01
2170.44
2167.68
2171.51 2167.08
2172.04
2176.62
2175.10
2170.84
2193.77
2181.21
2267.30
2234.48
2265.43
2265.43
2256.22
2278.23
2278.67
2283.92
2217.89
2203.32
M E T A L
W
L L
2234.91
BW 2207.21
2161.22
2168.75
2175.91
2180.12
2183.54
2174.66
2173.91
2177.25
2182.54
2183.20
2186.41
2195.48
2195.50
2216.09
2217.81
2214.52
2228.27
2229.43
2258.37
2149.78
2181.12
H=20
H=15
H=20
H=20
H=25
H=20
H=15
H=30
H=40
H=15
H=20
H=5
H=20
H=25
H=10
H=30
H=25
H=15
H=30
H=50
H=45
H=30
TOP BANK
2206.96
BW 2202.41
SLOPE BREAK
SLOPE BREAK
BOTTOM BANK
A.C. PAVEMENT
A.C. PAVEMENT
A.C . P
AVEMENT
A.
C P
AV
EM
EN
T
C C
.8
BW 2205.00
CONC WALL
CONC WALL
CRM WALL
C R
M
ALL
H=15
WHIT
E
LIN
E
WHITE LINE
W H
IT
E
LI
N E
A .C
P A V E
M E N T
H=30
H=15
CONC
SWAL
E
C O N C
S
W A
LE
C O N C
S
W A
LE
RIP RAP
D2
CONC. SWALE
D
D
D
D2
MIRROR
RE
F
MIRROR
REF
RUNG
RUNG
RUNG
D
BOTTOM BANK
TOP BANK
TOP BANK
BLIND
CURVES
SOUND
HORN
TURN OUT
1000 FT
BLIND
CURVE
SOUND
HORN
0 2
F
IL
E
M O
D E
L N
A M
E
D A
T E T
IM
E
P L
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D R
IV
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P E
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A B
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/2
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:2
P
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.d g n
D W
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D F .P
C
A E
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T D
B A
N D
W .C
T B
L A
S T S
A V
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Y M
T Y
P R
IN
T E
D B
Y
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CS102
S
IT
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X
IS
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IN
G C
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D
IT
IO
N P
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N k l0
C
S .d g n
STATE OF HAWAII
TMK: 6-8-001:001
STATE OF HAWAII
TMK: 6-8-001:001
ROAD EASEMENT
EXIST. 100’ WIDE
ROAD EASEMENT
EXIST. 100’ WIDE
40’10’0 20’
EXISTING CONDITION PLAN
SITE 2
SCALE 1" = 20’
U P
H
IL
L
(EXISTING)
KAALA ROAD
NN
CULVERT 32 (S)
CULVERT 32 (N)
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D
IS
S
U E D
A T
E
L e n n ie O k a n o -K e n d ri c k
L e n n ie O k a n o -K e n d ri c k
:1
L M
S
O K
A H
A R
A A
N D A
S S
O C
IA
T E
S
IN
C
K
O H
O L
A S
T R
E E
T
H
IL
O
H I
H O
N O
L U
L U D
IS
T R
IC
T
H O
N O
L U
L U
H A
W A
II
P H
O N
E -5
M A
R
E Y
- W
A -1
-D -0
-0
No.11108-C
W
HA
IA ,I
AS..U
Licensed
Engineer
Professional
N N
IE
OKANO-KE
L E
R
IC
K
N
D
OR UNDER MY SUPERVISION.
THIS WORK WAS PREPARED BY ME
04/30/20
EXPIRATION DATE OF LICENSE
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
D A
T E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
SHEET OF
M O
U N
T K
A A
L A
O A
H U
H A
W A
II
R E
P A
IR
K
A A
L A R
O A
D
P R
O J E
C T N
O
Q Z S
X
M A
R C
H
D E
S C
R
IP
T
IO
N
TP=250.84
TP=240.05
TP=238.97
TP=243.95
TP=238.55
TP=238.64
TP=238.73
TP
=24
0.
TP=227.97
TP
=24
0.1
TP=237.15
TP=237.39
TP=237.38
TV=237.69
INV.=229.57
INV.=229.48
INV.=229.70
INV.=229.84
INV.=230.04
INV.=229.79
INV.=229.47
INV.=229.06
INV.=229.05
INV.=229.14
INV.=244.63
INV.=229.19
INV.=229.10
INV.=229.09
TP=243.98
TP=241.75
TP=241.82
TV=242.57
TP=241.28
BW 243.03
TW 246.03
224.10
226.23
229.49
232.44
227.61
226.52
230.11
231.34
232.05
233.18
234.77
229.93
232.09
.6
.5
227.87
225.36 225.19
225.46
227.10
228.02
229.62
231.69
233.03
230.25
234.35
235.95
236.66
236.67
236.49
237.49
238.13
238.14
238.49
235.45
237.31
225.37 226.86
226.74
226.26
228.52
228.31
228.54
229.05
230.80
232.49
231.71
225.85
228.42
241.22
251.09243.74
246.56
245.36
251.48
223.64
218.94 218.61
222.06219.62
219.39
225.90
220.08
221.93
221.15
224.14
235.95
232.52
232.09
232.11
230.36
229.91
229.79
238.79
238.93
239.18
245.26
245.82
243.05
239.77
242.51
240.00
250.33
0.
0.2
.6
.2
240.42
241.63
241.62
240.37
.3
236.31
229.39
229.65
230.08
239.48
236.25
233.56
236.55
235.47
235.14
236.61
235.29
235.40
232.47
229.24
228.13
227.13
233.48
227.47
226.15
226.87
233.47
229.72
224.21
223.10
227.77
226.24
228.48
229.17
225.27
224.08
224.67
225.85
226.01
226.49 223.84
GATES
222.63
223.90 224.37
222.77
230.77
237.26
235.33
237.84
236.49
237.45
236.20 238.12
237.15
238.15
238.76
238.50
237.09
236.51
236.4
239.10
235.24
229.61
235.74
234.17
229.91
9.6
8.9
238.28
0.
229.31
232.37
235.62
236.55
.3
.68
9.6
9.7
0.5
9.9
0.0
1.5
.32
239.53 239.
239.03
HB
EXPOSED
1-1/2" PIPE
239.88
9.8
9.8
238.88
231.34
D R A
IN
9.8
0.1
0.1
0.
0.4
0.6
231.97
1.5
241.19
232.66
242.26
240.30
240.34
231.93
232.36
232.39
235.24
238.47
239.20
8.6
8.8
229.93
236.36
0.
0.
240.71
244.60
241.06
.2
.0
.1
246.92
252.07
253.78
255.11
.8
.6
.7
.5
.1
.1
.0
.3
.4
.9
.3
.0
.7
241.46
245.28
245.49
240.60
238.31
CONTAINER
TANK
238.42
232.16
D
IR
T R O
A D
DIRT ROAD
EXPOSED
2" PIPE
.19
EXPOSED
1" PIPE
EXPOSED 2" PIPE
MOUND
C A T T
E
U
A R
D
EX
P O S
ED
P
IP
E
EXPOSED 2" PIPE
S T R E A M
D=3
H=40
TREE
D=3.5
H=40
D=3
H=30
D=2
H=30
D=1.5
H=30
D=2
H=30
T R E E S
D=3
H=40
TREE
BOULDER
D=2
H=30
D=2
H=40
D=2
H=40
TREE
D=1
H=30
D=2
H=50
D=2
H=40
D=3
H=50
D=1
H=20
D=1.5
H=20
D=3
H=40
D=1.5
H=40
T R E E S
T R E E S
D=3
H=40
D=2
H=30
TREE
TREES
234.50
A.C. ROAD
A.C . R
OAD
A .C
R O
A D
B O T
B A N
K
T O P
B
A N
K
B O T
B A N
K
S T R E A M
WIRE FENCE, H=4
RIPRAP
RIP
RAP
CONC.
POST
S
RIPRAP
LOOSE ROCK WALL
BOT
BAN
K
TO
P
B
AN
K
WIRE FENCE, H=4
WIRE FENCE, H=4
B O T.
B
AN
K
B O T.
B
AN
K
TOP BANK
TO
P
B
AN
K
B O T.
B
AN
K
TO
P
B
A N
K
CONC.
POST
CONC. POST
D=0.8
H=30
TREE
CONC. WALL
TO
P
B
A N
K
D R A
IN
D R A
IN
D R A
IN
D R A
IN
D R A
IN
D R A
IN
EXP
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D
2" P
IPE
CATTLE
GUARD
NARROW
BRIDGE
NARROW
BRIDGE
B O T.
B
A N
K
F
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M O
D E
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A M
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D A
T E T
IM
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P L
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D R
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P E
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A B
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P
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D W
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D F .P
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D B
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CS103
k l0
C
S .d g n
UNITED STATES OF AMERICA (LESSEE)
PIONEER HI-BRED INTERNATIONAL, INC. (OWNER)
TMK: 6-8-007:004
UNITED STATES OF AMERICA (LESSEE)
PIONEER HI-BRED INTERNATIONAL, INC. (OWNER)
TMK: 6-8-007:004
EXIST. ROAD EASEMENT
EXIST. ROAD EASEMENT
40’10’0 20’
EXISTING CONDITION PLAN
SITE 3
SCALE 1" = 20’
UPHILL
(EXISTING)
KAALA ROAD
(E X
IS
T
IN
G
K A
A L
A R
O A
D
M A
K A
L E
H A S
T R
E A
M F L
O W
S
IT
E E
X
IS
T
IN
G C
O N
D
IT
IO
N P
L A
N
CMP CULVERT
72" CIRCULAR
EXIST. 7 BARREL
(ARCH SITE GT-2377-1)
EXISTING ROCK WALL
PROTECT IN-PLACE
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D
IS
S
U E D
A T
E
L e n n ie O k a n o -K e n d ri c k
L e n n ie O k a n o -K e n d ri c k
:1
L M
S
O K
A H
A R
A A
N D A
S S
O C
IA
T E
S
IN
C
K
O H
O L
A S
T R
E E
T
H
IL
O
H I
H O
N O
L U
L U D
IS
T R
IC
T
H O
N O
L U
L U
H A
W A
II
P H
O N
E -5
M A
R
E Y
- W
A -1
-D -0
-0
No.11108-C
W
HA
IA ,I
AS..U
Licensed
Engineer
Professional
N N
IE
OKANO-KE
L E
R
IC
K
N
D
OR UNDER MY SUPERVISION.
THIS WORK WAS PREPARED BY ME
04/30/20
EXPIRATION DATE OF LICENSE
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
D A
T E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
SHEET OF
M O
U N
T K
A A
L A
O A
H U
H A
W A
II
R E
P A
IR
K
A A
L A R
O A
D
P R
O J E
C T N
O
Q Z S
X
M A
R C
H
D E
S C
R
IP
T
IO
N
IN
V
.5
IN
V
.3
INV.=2640.37
TW 2645.32
TW 2644.75
TW
2646.31
TW
2647.69
TW
2649.89
2650.90
2655.59
2660.08
2665.13 2667.55
2672.00 2673.99 2676.15
2679.76
2683.46
2687.56 2690.40
.43
2651.04
2656.15
2660.68
2665.72
2668.34 2672.81 2674.76
2677.02
2680.51
2684.18
2688.32
2691.11
.2
2655.77
2660.43
2665.47
2668.02
2672.41 2674.42
2680.13
2683.83
2688.01
2690.94
2693.92
2668.32 2670.02
2669.57
2672.08 2675.52
2653.24
2656.89
2661.51
2670.30
.4
.1
.6
.4
2652.41
2658.81
2663.34
.4
2646.18
2647.94
2647.86
2649.09
.1
.0
2646.76
2651.93
.4
.0
2646.64
2651.73
2656.04
2659.59
2665.382665.46
2665.22
2665.57
2656.53
2659.98
2659.72
2680.33
2708.34 2703.33
.8
2694.31 2696.20
2699.37
2680.402678.19 2674.992673.93
2682.99
2720.44
2695.47
.0
.5
.1
2700.93
.8
2713.23
.5
2715.60
.3
.6
.1
2709.83
.7
2713.39
2712.51
.9
.4
.9
.8
2707.94
2705.03
2722.33
.2
.8
.4
.6
.1
.5
.1
.4
2705.92
.7
.7
.6
.8
.7
.7
.8
.0
2712.08
.7
.2
2703.10
.4
2703.98
2644.46
2644.24
2645.53
2647.50
AC 2650.34
AC 2654.95
AC 2660.25
AC 2664.68
AC 2669.08
AC 2672.28
AC 2674.98
AC 2677.96
AC 2680.42
AC 2683.79
AC 2687.91
AC 2691.06
AC
.0
.6
.3
.9
.5
.9
.8
.4
2644.96
2644.71
2645.45
2646.94
2649.36
2652.35
2654.94
2657.81
2660.58
2663.95 2666.15
2669.54 2672.59
2675.06
2677.53
2680.27 2682.69
2684.87
2687.34
2689.31
2691.10
2692.82
.2
.5
.1
.7
.0
.7
2703.47
2660.90
2661.85
2665.60 2668.81
2672.69 2674.93
2677.65
2680.41
2682.60
2686.22
2688.55
2691.31
2693.70
2695.61
.1
2683.43 2687.62
2689.79
2696.37
2698.05
.1
2768.66
.8
2757.36 2757.47
2755.85
2749.65
2744.50
.8
2722.612714.04
2715.332713.85 2702.74
2703.07 2703.00
2693.74
2644.87
2647.71
2648.12
.7
2659.96
2665.38
2668.98
2669.75 2669.05
.1
.2
2678.86
2684.24
2686.11
2687.76
.5
.3
.3
2704.94
2705.44
.7
2698.19
.7
.4
2695.98
2694.89
.9
.1
.0
.2
.6
.5
.4
.3
.9
.8
.6
.8
.1
.2
.5
.5
.0
.6
.4
.2
.0
.5
.6
.8
GU
ARD RAIL
D .5
WIRE FENCE, H=4
SLOPE BREAK
BOTTOM BANK
D
D .5
REF
REF
GUARD RAIL
TOP BANK
D .5
D .5 D
.5 R
EF
E D G E
P
AVE
M E N T
R E
FLE
C
TO
R S
BOTTOM BANK
E D
O
V
G E T A T
IO
N
D .5
M O
U N
D
S L O P E
B R E A K
H
H
H
H
H
H
H
H
G U
AR
D
R
AIL
H
D
ED
G E
P
AVEM
EN
T
ED
G E
P
AVEM
EN
TH
D
E X P
O S E
D
H
D .5
H
D .5
H
D .5
H
D
H
D .5
H
D .5
C C
.9
CC 2690.88
CC 2687.76
CC 2683.68
CC 2680.35
CC 2677.87
CC 2674.86
CC 2672.24CC 2669.01
CC 2664.58
CC 2660.22
CC 2654.87
BW 2644.35
BW 2643.58
BW
2645.25
B W
2647.14
B W
2648.92
CC 2650.21
.5
2704.91
2704.09
2699.12
.8
.5
2694.92
2694.09
.8
2690.51
2688.14
2685.82
2683.18
2680.01
2677.682672.302668.93
2667.83
2664.38 2659.90
2648.60
2644.85
.5
.4
.8
.8
.8
.3
.8
.4
.3
.6
.4
.7
.9
2710.93
.3
.7
.8
.9
.5
.0
.4
.5
.4
.4
.3
.1
.9
.5
.2
D .5
H
CONC SWALE
.7
2704.69
M P H15
D R
A
IN
P
IP
E
REF
"42"
MIRROR
D
TOP BANK
SLOPE BREAK
E D
G E T A T
IO
N
B L
IN
D
C U
R V E S
S O
U N
D
H O
R N
2560 2570
F
IL
E
M O
D E
L N
A M
E
D A
T E T
IM
E
P L
O T
D R
IV
E R
P E
N T
A B
L E
/2
/2
:2
P
M
.d g n
D W
G T
O P
D F .P
C
A E
C S
T D
B A
N D
W .C
T B
L A
S T S
A V
E D B
Y M
T Y
P R
IN
T E
D B
Y
M
CS104
k l0
C
S .d g n
PROPERTY LINE
ROAD EASEMENT
EXIST. 100’ WIDE
STATE OF HAWAII
TMK: 6-8-001:001
STATE OF HAWAII
TMK: 6-8-001:001
ROAD EASEMENT
EXIST. 100’ WIDE
CITY & COUNTY OF HONOLULU
TMK: 8-4-030:001
40’10’0 20’
U P H
IL
L
(E X
IS
T
IN
G
K A A
LA
R
O A D
(E X
IS
T
IN
G
K A
A L A R
O A
D
EXISTING CONDITION PLAN
SITES 4 AND 5
SCALE 1" = 20’
S
IT
E S A
N D E
X
IS
T
IN
G C
O N
D
IT
IO
N P
L A
N
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D
IS
S
U E D
A T
E
L e n n ie O k a n o -K e n d ri c k
L e n n ie O k a n o -K e n d ri c k
:1
L M
S
O K
A H
A R
A A
N D A
S S
O C
IA
T E
S
IN
C
K
O H
O L
A S
T R
E E
T
H
IL
O
H I
H O
N O
L U
L U D
IS
T R
IC
T
H O
N O
L U
L U
H A
W A
II
P H
O N
E -5
M A
R
E Y
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A -1
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No.11108-C
W
HA
IA ,I
AS..U
Licensed
Engineer
Professional
N N
IE
OKANO-KE
L E
R
IC
K
N
D
OR UNDER MY SUPERVISION.
THIS WORK WAS PREPARED BY ME
04/30/20
EXPIRATION DATE OF LICENSE
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
D A
T E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
SHEET OF
M O
U N
T K
A A
L A
O A
H U
H A
W A
II
R E
P A
IR
K
A A
L A R
O A
D
P R
O J E
C T N
O
Q Z S
X
M A
R C
H
D E
S C
R
IP
T
IO
N
AC 2714.62
AC 2714.8
AC
.30
AC
3.
AC
.1
2713.00
2710.11
2707.01
2703.57
.2
.1
.8
2766.19
2752.88
.6
.1
4.6
2732.36 2734.30
2739.73
6.3
2732.36 2734.30
2739.73
2715.72
2739.51
2745.36
2745.28
2752.13
2756.87
.4
2722.562 .1
.4
.7
.7
.0
2713.92
2728.18
.4
2736.31
.66
2777.2
2776.83
.6
2761.78
2757.89
.8
2758.65
2754.40
.8
.1
2720.64
2717.69
2719.59
2721.91 2723.04
2727.68
2725.94
3.40
.70
2687.91
2687.51
.9
2694.89
2693.95
2697.73
2701.37
2703.46
2707.162707.73
2709.18
2712.28
2715.01
2715.72
2715.11
.2
2723.26
2721.89
.28
.7
.8
.1
.3
2718.61
.0
.0
.4
.3
.0
.5
.7
.9
.7
.6
.7
2695.11
2.1
2684.3
2687.00
2689.71
2691.97
2694.24
2696.27
2698.19
2700.10
2702.27
2704.05
2705.81
2707.31
2709.08
2711.26
2712.73
2713.91
2714.562715.27
.43
.03
.9
.4
.3
.8
.7
.9
.5
2714.99 2712.85
2712.82
2710.26
2708.73
2707.59
2705.31
2703.31
2699.80
2697.80
2695.42
2693.09 2691.25
2689.13 2687.28
.64
1.5
.7
.7
.2
.1
.0
.8
5.2
.53
2715.62 2714.90
.12
AC 2690.40
AC 2692.70
2688.19 2685.74
3.51
1.4
3.66
2689.48
2694.06
2698.07
2701.91
2705.63
2709.04
2712.11
2713.86
2713.62
2712.00
2710.45 2708.84
2707.35
2705.68 2704.14
2702.22
2700.23
2698.54
2696.53
2694.28
2692.21
2689.83
2687.49 2685.13
2687.10
2691.27
2695.74
2699.68
2703.69
2706.95
2710.22
2713.02
AC 2697.81
AC 2699.61
AC 2701.88
AC 2703.50
AC 2705.68
AC 2707.28
AC 2708.85
AC 2710.46
AC 2712.01
AC 2712.65
AC 2713.73
.1
.5
.9
.6
.7
.3
AC
.3
AC
.1
AC
.9
AC
.6
.4
.3
2689.24 2686.85
3.64
.8
2695.11
2692.84
2.4
2686.62
2698.24
2698.39 2694.76
2692.27
.4
2702.17
2703.23
2700.29
2714.9027 .41
2714.62
.41
2729.71
2733.54 27 .55
2717.13
2716.86
2718.99
2730.95
.41
2738.51
2743.20
.5
2757.23 2761.28
.6
2739.07 2741.13
4.11
.5
.1
.6
2715.27 2714.84
2714.99
2713.57
2713.11
2711.67 2709.95
2707.75
2706.45
2704.25
2714.12 2712.99
2710.23
2706.55
2703.26
2701.02
.5
2713.01
2713.20
.0 4 27 .4
.5
.9
5.2
.6 0 2715.90 2715.
.2 6 27
.0
.7
.8
2699.51
.6
.5
.9
.2
.9
.5
B O
TT
O M
B A N K
TO
P
B A N K
D=
D= 0.
TO
P
B
AN
K
BOTTOM BANK
TO
P
BANK
TOP BANK
TOP BANK
BOTTOM BANK
TOP BANK
BOTTOM BANK
TOP BANK
BOTTOM BANK
GUARD R
AIL
BOTTOM BANK
TOP BANK
FENCE LINE, H=4.5
TO
P
B
AN
K
TO
P
B
A N
K
RE
F
BOTTOM BANKBOTTOM BANKTOP B
ANK
H
D .5
D .5
H
H
D
D= 1.
D= 1.
H=10 D=0.5
D= 1.
D= 1.
D=2
H=30
H=20
D=1
D=2
H=30 TOP BANK
TOP BANK
H=30
D=1.5
D=0.5 H=25
D=
D= 1.
H=30
D=1
D=1 H=50
H=30
D=2
H=10
D=0.5H=20
D=0.5
D=2.5 H=20
H=10
D=0.5
D=0.5 H=20
H=10
D=1
D=1 H=30
CHAIN LINK FENCE H=4.5
GATE
H=20 D=2.5
D=2
H=30
D=0.5
H=20
H=25 D=1.5
H=
H=
H=
H=
H=
H=
H=
H=
ED
G E
P
AV
EM
EN
T
EDGE PAVEMENT
C O N C
S
W
AL
E
CONC SWALE
CONC SWALE
.8
.0
2784.33
.3
.6
2788.76
4.5
.4
.5
.8
.3
.4
.6
.5
.6
.6
.3
.4
.7
.1
.4
.2 7 26
.3 0 26
.3
.4
.1
.6
.2
.8
.5
.2
.3
.4
.0
.7
.7
.3
.0
.4
.8
.6
.4
.1
.4
.8
.3
.7
.3
.9
.6
.7
.8
.4
.2
.8
.3
.2
.3
.3
.5
.2
.1
.6
.6
.2
.8
.9
.2
2714.42
C C
.5
C C
.7
C C
.9
C C
.2
.0
G
3.
G
4.1
G 2714 .76
G 2714.49
CC 2713.65
CC 2712.50
CC 2711.88
CC 2710.35
CC 2708.71
CC 2707.17
CC 2705.56
CC 2703.41
CC 2701.75
CC 2699.49
CC 2697.73
CC 2692.44
CC 2690.23
BORIN
G
ELEV.=
5.5
TREES
DENSE VEGETATION
D
EN
S E
VE
G
ET
AT
IO
N
S P E E D
L
IM
IT
5 T U R N
O U T
90 2
100+00
F
IL
E
M O
D E
L N
A M
E
D A
T E T
IM
E
P L
O T
D R
IV
E R
P E
N T
A B
L E
/2
/2
:2
P
M
.d g n
D W
G T
O P
D F .P
C
A E
C S
T D
B A
N D
W .C
T B
L A
S T S
A V
E D B
Y M
T Y
P R
IN
T E
D B
Y
M
40’10’0 20’ k l0
C
G .d g n
ROAD EASEMENT
EXIST. 100’ WIDE
CITY & COUNTY OF HONOLULU
TMK: 8-4-030:001
PROPERTY LINE
LANDSLIDE AREA
STATE OF HAWAII
TMK: 6-8-001:001
L
ALIGNMENT SITE 1
EXIST. B ROAD
GUARDRAIL
EXIST.
L
31.86’
309°21’32"
B STA. 100+20
EXIST. ROAD
TIE: STA. 11 TO
UPHILL
(E X
IS
T
IN
G
K A
A L A R
O A
D
(EXISTING)KAALA ROAD
NEW ROAD REALIGNMENT AT SITE 1
GRADING PLAN
SCALE 1" = 20’
BENCHMARK
TEMPORARY
ELEV.=2704.53
1,583,315.94 E
127,771.93 N
IRON PIPE
STA. 11
BENCHMARK
TEMPORARY
ELEV.=2719.26
1,583,431.08 E
127,748.76 N
IRON PIPE
STA. 1
END ROAD REALIGNMENT
BEGIN ROAD REALIGNMENT
NEW ROAD REALIGNMENT
L
174.96’
173°14’56"
B STA. 102+50
EXIST. ROAD
TIE: STA. 1 TO
EMBANKMENT
PORTION OF THE UPSLOPE
EXCAVATE AND REMOVE
GUARDRAIL
EXIST.
0.31 ACRESAREA TO BE GRADED
400 CYEMBANKMENT
4,800 CYEXCAVATION
EARTHWORK SUMMARY
GRADING LIMITS
CG101
6’ BENCH @
’ ELEV.
1/4H:1V SLOPE (TYP.)
3/4H:1V SLOPE (TYP.)
NN
N E
W R
O A
D R
E A
L
IG
N M
E N
T A
T S
IT
E
G R
A D
IN
G P
L
N
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D
IS
S
U E D
A T
E
L e n n ie O k a n o -K e n d ri c k
L e n n ie O k a n o -K e n d ri c k
:1
L M
S
O K
A H
A R
A A
N D A
S S
O C
IA
T E
S
IN
C
K
O H
O L
A S
T R
E E
T
H
IL
O
H I
H O
N O
L U
L U D
IS
T R
IC
T
H O
N O
L U
L U
H A
W A
II
P H
O N
E -5
M A
R
E Y
- W
A -1
-D -0
-0
No.11108-C
W
HA
IA ,I
AS..U
Licensed
Engineer
Professional
N N
IE
OKANO-KE
L E
R
IC
K
N
D
OR UNDER MY SUPERVISION.
THIS WORK WAS PREPARED BY ME
04/30/20
EXPIRATION DATE OF LICENSE
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
D A
T E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
SHEET OF
M O
U N
T K
A A
L A
O A
H U
H A
W A
II
R E
P A
IR
K
A A
L A R
O A
D
P R
O J E
C T N
O
Q Z S
X
M A
R C
H
D E
S C
R
IP
T
IO
N
TO
P
.6
TOP=2200.10
INV.=2196.38
TOP=2177.08
TP=2172.84
TP=2162.45
INV.=2203.76
INV.=2197.03
INV.=2172.02
IN
V.
.7
IN
V.
.0
INV.=2193.22
C C
.2
C C
.6
A C
.6
2191.90 2183.24
.9
.9
.5
2162.63
2163.99
2166.02
2169.25
2215.55
2198.29
2187.02
2183.20
2186.33
2224.11
2225.67
2226.72
2230.17
2234.17
2237.97
2252.88
.6
2248.37
.4
.0
2254.64
2244.05
2233.802253.89 2251.08
2245.95
2241.12 2283.78
2277.62 2271.49
2266.19 2261.88 2252.16
2245.12
.0
2239.67
2237.51
.16
.0
2258.41
.2
.3
2283.78
8.1
.29
3.8
.34
2300.86
.9
3.8
4.12
.3
.2
.6
.7
.0
2234.11
2234.97
2231.29
2223.52
2216.09
.8
.7
.8
.25
2273.54
2277.01
2284.89
2291.37
.9
2303.24
2306.70
2247.41
.6
9.6
.19
2254.15
2258.11
.6
.9
.3
.3
3.67
2265.63
2208.58
2206.33
2215.14
2202.48
2205.00
2204.49
2199.42
.9
.67
2188.29
2185.52 2182.2
3 2179.96
.3
.16
2175.68
2173.36
2170.68
2168.79
2167.43
2225.08
2219.17
2214.77
2210.85
2207.11
2247.612247.37
.0
.2
2262.76
2263.74
2258.22 2255.78
2250.31
2243.82
2237.24
2238.89
2241.85
2238.17
2232.13
2214.94
2218.98
2221.48
2224.84
2230.08
2236.19
.6
.7
.40
.39
2263.4
2268.27
.05
.1
2281.66
2285.39
7.09
.76
2293.35
.8
.4
.0
.8
.0
.6
.8
.8
.6
.6
.4
.1
.7
2286.
36 2281.99
.7
2274.42
2271.90
.0
.6
.4
2265.88
2267.65
2268.99
2271.44
2274.41
2277.89
2281.162284.5
.0
.5
.3
.6
.7
.0
.3
.7
.7
.1
AC 2284.79 AC 2281.18
AC 2277.66
AC
2274.32
2271.19
2268.81
2267.51
2265.87
.1
.9
.09
2284.74 2281.76
2278.42
2274.99
2270.98
2267.08
.46
8.61
4.6
.29
.3
2235.52
2231.96
2228.71
2224.55
2221.09
2217.85
.6
.1
.4
.1
AC 2224.48
AC 2228.56
AC 2231.93
AC 2235.17
A C
.1
A C
.2
AC
7.
AC
.11
AC 2
.70
AC 2
.50
AC 2262.53
AC 2266.94
AC 2271.07
AC
2275.20
AC 2278.26
AC 2281.70AC 228
4.51
AC
7.8
AC
0.
AC
.0
A C
.3
.3
AC 2221.00
AC 2210.62
AC 2214.15
AC 2217.69
2164.27
2166.65
2169.99
AC 2177.24
AC 2181.71
AC
.93
AC
9.
A C
.0
A C
.5
.0
1.71 2177.51
.4
.9
T .0
.4
TW 2164.87
TW 2167.02
2166.91
2170.49
TW 2174.12
TW 2178.10
2180.21
TW 2181.62
2173.94
2178.04
TW 2172.13
TW 2168.81
TW 2166.75
2163.08
T W
.8
T W
.7
T
W
.4
TW 2205.82
TW 2203.29
TW 2208.18
2183.06
6.1
.7
2176.73
2180.40
.56
.8
.1
.6
.0
.3
2203.44
TW
.0
TW 2203.41
2166.94
2169.52
2172.94
.3
.7
2268.66
.0
.3
.9
.41
2181.01 2176.80
2172.50
.2
7.7
2283.93 2281.19
2277.89
2274.45
2270.37
2266.44 2261 .68
7.91
4.0
.53
.6
.6
2234.82
2231.29
2227.93
2224.01
2220.67
2217.16
2213.65
2210.23
2207.64
.4
.1
.0
.7
.0
.4
2284.18 2280.66
2277.30
2273.88
2270.91
2268.18
2266.92
.6
.8
.4
.9
2163.58
2165.89
2265.91 2263.04
.96
5.0
.92
.8
.9
.7
.5
2236.52
2232.95
2229.63
2225.90
2222.13
2218.33
2214.58
2210.88
2207.30
2203.80
2210.98
.2
TC
2.
TC
5.7
TC
9.6
TC 2
263.
92TC 2269.26
2226.62
2240.03
TC 2236.97
TC 2234.29
TC 2231.05
TC 2227.09
.6
AC
.9
C C
.9
CC
0.
CC
.71
CC 228
4.39
CC 2281.60
CC 2278.23
C C
2275.06
C C 2270.88
CC 2266.84
CC 2262.45
CC 2
.36
CC 2
.49
CC
.98
CC
6.
.4
CC 2214.01
CC 2217.53
CC 2220.89
CC 2224.30
CC 2228.36
CC 2231.82
CC 2235.07
C C
.9
2238.53
C C
.0
CC 2210.54
BW 2205.84
B W
.0
.8
.8
.0
.0
B
W
.0
B
W
.6
BW 2164.35
BW 2181.15
BW 2177.50
BW 2173.45
2229.99
2232.60
2228.59
2222.19
2221.83
BW 2163.19
BW 2168.90
BW 2165.29
TW 2175.16
BW 2172.10
2206.45
2203.49
CC 2177.09
CC 2181.46
CC
.83
CC
9.
C C
.7
C C
.4
CC 2284.72 CC 2281.05
CC 2277.57
C C
2274.14
BC 2
.17
BC 2
.12
BC 22
63.5
5BC 2268.79
TC 2266.62
BC 2266.04
BC
.8
BC 2226.59
BC 2231.05
BC 2233.93
BC 2236.54
BW 2202.84
B W
.4
B
.5
2204.27
.8
2212.53 2206.63 2196.96
2157.34
2162.09
2166.58
2168.13
2171.51
2176.94
2174.15
2281.41 2293.31
D=1
D=0.5
D=0.5
D=0.5
D=0.5
D=1
D=0.5
D=0.5
D=0.5
D=1
D=1.5
D=0.5
D=1.5
D=1
D=1.5
D=1.5
D=0.5
D=0.5
D=1
D=1.5
REF
RE
F
REF
REF
R E F
D=1.5
MIRROR
POSTS
TW 2207.91
SDMH
D=1.5
D=2
BOTTOM BANK
MIRROR
TOP B
ANK
TOP BANK
BOTTOM BANK
S L O P E
B R E A K
SDMH
D=0.5
BOTTOM BANK
TOP BANK
B O
TT
O M
B
AN
K
BOTTOM
BANK
SD
M H
D=1.5
BORI
NG
ELE
V.=
.5
STUMP
2193.41
2191.49
2193.54
2184.23 2182.10
2182.77 2166.90
2174.06
2175.21
2169.22
2164.24
2160.00
2214.45
2198.49 2210.64
2189.82
2197.66
2186.93
2197.02
2184.17
2192.56
2206.76
2193.16
M
IR
R O
R
2211.88
2145.01
2170.44
2167.68
2171.51 2167.08
2172.04
2176.62
2175.10
2170.84
2193.77
2181.21
2267.30
2234.48
2265.43
2265.43
2256.22
2278.23
2278.67
2283.92
2217.89
2203.32
M E T
L L
2234.91
BW 2207.21
2168.75
2175.91
2180.12
2183.54
2174.66
2173.91
2177.25
2182.54
2183.20
2186.41
2195.48
2195.50
2216.09
2217.81
2214.52
2228.27
2229.43
2258.37
2149.78
2181.12
H=20
H=15
H=20
H=20
H=25
H=20
H=15
H=30
H=40
H=15
H=20
H=5
H=20
H=25
H=10
H=30
H=25
H=15
H=30
H=50
H=45
H=30
TOP BANK
2206.96
BW 2202.41
SLOPE BREAK
SLOPE BREAK
BOTTOM BANK
A.C. PAVEMENT
A.C. PAVEMENT
A.C . P
AVEMENT
A.
C P
AV
EM
EN
T
C C
.8
BW 2205.00
CONC WALL
CONC WALL
CRM WALL
C R
M
ALL
H=15
WHIT
E
LIN
E
WHITE LINE
W H
IT
E
LI
N E
A .C
P A V E
M E N T
H=30
H=15
CONC
SWAL
E
C O N C
S
W A
LE
C O N C
S
W A
LE
RIP RAP
D2
CONC. SWALE
D
D
D
D2
MIRROR
RE
F
MIRROR
REF
RUNG
RUNG
RUNG
D
BOTTOM BANK
TOP BANK
TOP BANK
BLIND
CURVES
SOUND
HORN
TURN OUT
1000 FT
BLIND
CURVE
SOUND
HORN
°5 ’5
.8
102°06’26" 175.35
297°35 ’40" 226.47
°4
’1
.6
76°57 ’15"
95.7
0 2
+00
+00
F
IL
E
M O
D E
L N
A M
E
D A
T E T
IM
E
P L
O T
D R
IV
E R
P E
N T
A B
L E
/2
/2
:2
P
M
.d g n
D W
G T
O P
D F .P
C
A E
C S
T D
B A
N D
W .C
T B
L A
S T S
A V
E D B
Y M
T Y
P R
IN
T E
D B
Y
M
CG102
k l0
C
G .d g n
ROAD EASEMENT
EXIST. 100’ WIDE
ROAD EASEMENT
EXIST. 100’ WIDE
STATE OF HAWAII
TMK: 6-8-001:001
AREA TO BE GRADED
EMBANKMENT
EXCAVATION
EARTHWORK SUMMARY
L
GRADING LIMITS
N E
W R
O A
D R
E A
L
IG
N M
E N
T A
T S
IT
E
G R
A D
IN
G P
L A
N
NEW ROAD REALIGNMENT AT SITE 2
GRADING PLAN
SCALE 1" = 20’ 40’10’0 20’
(E X
IS
T
IN
G
K A
A L A R
O A
D
U P
H
IL
L
BENCHMARK
TEMPORARY
ELEV.=2177.06
1,583,148.51 E
130,070.98 N
"Y" CUT
STA. 8
(EXISTING)
KAALA ROAD
NEW ROAD REALIGNMENT
ALIGNMENT SITE 2
EXIST. B ROADL
STATE OF HAWAII
TMK: 6-8-001:001
0.23 ACRES
200 CY
2,200 CY
48.25’
310°10’28"
B STA. 200+25
EXIST. ROAD
TIE: STA. 8 TO
BEGIN ROAD REALIGNMENT
END ROAD REALIGNMENT
NN
40’10’0 20’
NEW ROAD REALIGNMENT AT SITE 2
SPOT GRADING PLAN
SCALE 1" = 20’
UPHILL
2179.45
2180.25
2182.58
2188.92
2186.40
2185.80
2182.28
2188.22
2182.78
2188.32
’ 1
14’ 2’
2186.00
2199.4216’
6’
4’
2201.38
2203.69
2205.17
2203.49
2198.62
2201.18
2200.88
2204.09
2205.77
2205.07
L
(EXISTING)
KAALA ROAD
C-501
SEE DETAILS
C ROAD SWALE
C-501
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D
IS
S
U E D
A T
E
L e n n ie O k a n o -K e n d ri c k
L e n n ie O k a n o -K e n d ri c k
:1
L M
S
O K
A H
A R
A A
N D A
S S
O C
IA
T E
S
IN
C
K
O H
O L
A S
T R
E E
T
H
IL
O
H I
H O
N O
L U
L U D
IS
T R
IC
T
H O
N O
L U
L U
H A
W A
II
P H
O N
E -5
M A
R
E Y
- W
A -1
-D -0
-0
No.11108-C
W
HA
IA ,I
AS..U
Licensed
Engineer
Professional
N N
IE
OKANO-KE
L E
R
IC
K
N
D
OR UNDER MY SUPERVISION.
THIS WORK WAS PREPARED BY ME
04/30/20
EXPIRATION DATE OF LICENSE
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
D A
T E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
SHEET OF
M O
U N
T K
A A
L A
O A
H U
H A
W A
II
R E
P A
IR
K
A A
L A R
O A
D
P R
O J E
C T N
O
Q Z S
X
M A
R C
H
D E
S C
R
IP
T
IO
N
TP=250.84
TP=240.05
TP=238.97
TP=243.95
TP=238.55
TP=238.64
TP=238.73
TP
=24
0.
TP=227.97
TP
=24
0.1
TP=237.15
TP=237.39
TP=237.38
TV=237.69
INV.=229.57
INV.=229.48
INV.=229.70
INV.=229.84
INV.=230.04
INV.=229.79
INV.=229.47
INV.=229.06
INV.=229.05
INV.=229.14
INV.=244.63
INV.=229.19
INV.=229.10
INV.=229.09
TP=243.98
TP=241.75
TP=241.82
TV=242.57
TP=241.28
BW 243.03
TW 246.03
224.10
226.23
229.49
232.44
227.61
226.52
230.11
231.34
232.05
233.18
234.77
229.93
232.09
.6
.5
227.87
225.36 225.19
225.46
227.10
228.02
229.62
231.69
233.03
230.25
234.35
235.95
236.66
236.67
236.33
237.85
237.08
235.92
236.49
237.82
238.89
237.49
238.13
238.14
240.01
238.49
235.45
235.70
237.31
225.37 226.86
226.74
226.26
228.52
228.31
228.54
229.05
230.80
232.49
231.71
225.85
241.22
241.31
251.09243.74
246.56
245.36
251.48
242.64
243.17
223.64
218.94 218.61
222.06219.62
219.39
225.90
220.08
221.93
221.15
224.14
235.95
232.52
232.09
232.11
230.36
229.91
229.79
238.79
238.93
239.18
245.26
245.82
243.05
239.77
242.51
240.00
250.33
0.
0.2
.6
.2
240.42
241.63
241.62
240.37
236.31
229.39
229.65
230.08
237.02
239.48
233.72
236.25
233.56
235.45
.02
5.0
236.55
235.47
235.68
234.88
4.2
235.14
236.61
235.29
235.40
232.47
229.24
228.13
227.13
233.48
227.47
226.15
226.87
233.47
229.72
224.21
223.10
227.77
226.24
228.48
229.17
225.27
224.08
224.67
225.85
226.01
226.49 223.84
GATES
222.63
223.90 224.37
222.77
230.77
237.26
235.33
237.84
236.49
237.45
236.20 238.12
237.15
238.15
238.76
238.50
237.09
236.51
241.77
D=3
H=40
236.4
239.10
236.17
235.24
229.61
235.74
234.17
229.91
9.6
8.9
238.28
0.
229.31
232.37
235.62
236.55
238.75
.3
.68
9.6
9.7
0.5
9.9
0.0
1.5
.32
239.53 239.
239.03
HB
EXPOSED
1-1/2" PIPE
239.88
9.8
9.8
238.88
231.34
D R A
IN
9.8
0.1
0.1
0.
0.4
0.6
231.97
1.5
241.19
232.66
242.26
240.30
240.34
231.93
232.36
232.39
235.24
238.47
239.20
8.6
8.8
229.93
236.36
0.
0.
240.71
244.60
241.06
.2
.0
.1
246.92
252.07
253.78
255.11
.8
.6
.7
.5
.1
.1
.0
.3
.4
.3
.7
241.46
245.28
245.49
240.60
238.31
CONTAINER
TANK
238.42
232.16
D
IR
T R O
A D
DIRT ROAD
EXPOSED
2" PIPE
241.82
.19
EXPOSED
1" PIPE
EXPOSED 2" PIPE
MOUND
C A T T
U
A R
D
EX
P O S
ED
P
IP
E
S T R E A M
EXPOSED 2" PIPE
S T R E A M
D=3
H=40
TREE
D=3.5
H=40
D=3
H=30
D=2
H=30
D=1.5
H=30
D=2
H=30
T R E E S
H=40
BOULDER
D=2
H=30
D=2
H=40
D=2
H=40
TREE
D=1
H=30
D=2
H=50
D=2
H=40
D=3
H=50
D=1
H=20
D=1.5
H=20
D=1.5
H=25
D=3
H=40
D=1.5
H=40
T R E E S
T R E E S
D=3
H=40
D=2
H=30
TREE
TREES
234.50
A.C . R
OAD
A.C. ROAD
A.C . R
OAD
A .C
R O
A D
B O T
B A N
K
T O P
B
A N
K
B O T
B A N
K
S T R E A M
WIRE FENCE, H=4
RIPRAP
RIP
RAP
CONC.
POST
S
RIP
RAP
RIPRAP
LOOSE ROCK WALL
BOT
BAN
K
TO
P
B
AN
K
WIRE FENCE, H=4
WIRE FENCE, H=4
T
B
N K
B O T.
B
AN
K
B O T.
B
AN
K
TOP BANK
TO
P
B
AN
K
B O T.
B
AN
K
TO
P
B
A N
K
CONC.
POST
CONC. POST
D=0.8
H=30
TREE
CONC. WALL
TO
P
B
A N
K
D R A
IN
D R A
IN
D R A
IN
D R A
IN
D R A
IN
D R A
IN
EXP
OSE
D
2"
IPE
CATTLE
GUARD
NARROW
BRIDGE
NARROW
BRIDGE
B O T.
B
A N
K
32.
70°18 ’47"
F
IL
E
M O
D E
L N
A M
E
D A
T E T
IM
E
P L
O T
D R
IV
E R
P E
N T
A B
L E
/2
/2
:3
P
M
.d g n
D W
G T
O P
D F .P
C
A E
C S
T D
B A
N D
W .C
T B
L A
S T S
A V
E D B
Y M
T Y
P R
IN
T E
D B
Y
M T
Y
UPHILL
(EXISTING)
KAALA ROAD
(E X
IS
T
IN
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