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Prepared for:
SURVEYOR GEOTECHNICAL
(808) 455-6569
PEARL CITY, HI 96782-1973
96-1416 WAIHONA PLACE
FEWELL GEOTECHNICAL ENGINEERING, LTD.
STRUCTURAL
(808) 533-2210
HONOLULU, HI 96813
50 SOUTH BERETANIA STREET, #C-119C
KAI HAWAII, INC.
(808) 935-9105
HILO, HI 96720
17 MAKAALA ST. #102
ISLAND SURVEY INC.
SCALE ALL OTHER SHEET SIZES ACCORDINGLY
THE ACTUAL SIZE OF THIS PLAN SET IS 34x22.
ELECTRICAL
(808) 328-7100
HILO, HI 96720
109 HOLOMUA ST.
POWER ENGINEERS, INC.
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N N
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L E
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04/30/20
EXPIRATION DATE OF LICENSE
TRENCHING NOTES
CONVENIENCE NOTES
PUBLIC HEALTH, SAFETY AND
G-001
N O
T E
S
CONSTRUCTION NOTES UTILITY NOTES
TOPOGRAPHIC SURVEY NOTES
TRAFFIC NOTES
4.
3.
2.
1.
GRADING NOTES
THE SOLE NEGLIGENCE OF DPW AND OR PURAL.
INDEMNITY SHALL NOT BE APPLICABLE TO ANY LIABILITY BASED UPON
DIRECTION OR CONTROL OR ON ITS BEHALF; PROVIDED CONTRACTOR’S
CONTRIBUTED TO BY CONTRACTOR OR ANYONE ACTING UNDER ITS
INJURIES TO PERSONS, OR OTHER TORTUOUS ACTS CAUSED OR
FEES BASED UPON OR ARISING OUT OF DAMAGE TO PROPERTY OR
ACTIONS, INCLUDING BUT NOT LIMITED TO REASONABLE ATTORNEY’S
AND OR PURAL FROM AND AGAINST ALL LOSSES, DAMAGES, CLAIMS AND
THE CONTRACTOR SHALL INDEMNIFY, DEFEND AND HOLD HARMLESS DPW
OR OVERTIME SHALL BE CHARGED TO THE CONTRACTOR.
DPW AND OR PURAL INSPECTOR ON-SITE DURING THE NORMAL WORK HOURS
AND OR PURAL INFRASTRUCTURE OR FACILITIES. THE COST FOR HAVING
INSPECTOR TO STAND-BY DURING CONSTRUCTION THAT MAY IMPACT DPW
THE CONTRACTOR MAY REQUEST DPW AND OR PURAL TO PROVIDE AN
BORNE BY THE CONTRACTOR.
DPW SUPERVISION. COSTS FOR DAMAGES TO FACILITIES SHALL BE
ANY DAMAGES. REPAIR WORK SHALL BE DONE BY THE CONTRACTOR UNDER
SURFACE AND SUB-SURFACE UTILITIES AND SHALL BE RESPONSIBLE FOR
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL
UPON DISCOVERY OR IDENTIFICATION OF SUCH CONFLICT.
SUCH CONFLICTS, THE CONTRACTOR SHALL NOTIFY DPW IMMEDIATELY
NOTICES. IN ORDER TO MINIMIZE ANY DELAY OR IMPACT ARISING FROM
OF WHETHER THE CONTRACTOR HAS MET THE REQUIRED MINIMUM ADVANCE
CONSTRUCTION OF ELECTRICAL FACILITIES IN THE FIELD, REGARDLESS
DISCOVERED OR IDENTIFIED WITH RESPECT TO THE LOCATION OR
DELAY OR DAMAGE THAT MAY ARISE AS A RESULT OF ANY CONFLICTS
THE CONTRACTOR ACKNOWLEDGES THAT DPW IS NOT RESPONSIBLE FOR ANY
PAVEMENT, SIDEWALKS AND OTHER FACILITIES.
BACKFILL, PERMITS AND TRAFFIC CONTROL AND RESTORATION OF
WHICH MAY INCLUDE, BUT NOT BE LIMITED TO, EXCAVATION AND
COORDINATION AND SHALL PROVIDE NECESSARY SUPPORT FOR WORK,
SUPERVISION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL
SHALL BE DONE BY THE CONTRACTOR UNDER DPW AND OR PURAL
ANY WORK REQUIRED TO RELOCATE OR MODIFY UTILITY FACILITIES
SPECIAL; THERMAL BACKFILL WHERE EXISTING.
C. BACKFILLING WITH PROPER BACKFILL MATERIAL INCLUDING
STRUTS OR UNDER-PINNINGS.
B. PROTECTING EXISTING STRUCTURES OR FACILITIES WITH BEAMS,
CAVE-INS AND SETTLEMENTS.
A. SHEETING AND BRACING THE EXCAVATION TO PREVENT SLIDES,
STRUCTURES OR FACILITIES, THE CONTRACTOR IS RESPONSIBLE FOR:
WHEN TRENCH EXCAVATION IS ADJACENT TO OR BENEATH EXISTING
MARCH 2014.
TOPOGRAPHIC SURVEY PERFORMED BY ISLAND SURVEY, INC.,
SYSTEM, NORTH AMERICAN DATUM (NAD) 83 HARN (PAC00), ZONE 1.
CONTROLS ARE BASED ON HAWAII STATE PLANE COORDINATE GRID
INFORMATION, AS NEEDED, DURING CONSTRUCTION.
USER(S) OF THIS TOPOGRAPHIC SURVEY MAP SHALL VERIFY THE
ON THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. THE
LINES AND/OR STRUCTURES ARE APPROXIMATE. NO GUARANTEE IS MADE
UNLESS OTHERWISE NOTED, ALL LOCATIONS OF UNDERGROUND UTILITY
SHOWN MAY BE PRESENT.
OR OTHER UNDERGROUND UTILITY LINES AND/OR STRUCTURES NOT
STRUCTURES MAY OR MAY NOT BE PRESENT AT THE LOCATIONS SHOWN
FIELD CONDITIONS. THE UNDERGROUND UTILITY LINES AND/OR
SHOWN, THEREFORE, MAY OR MAY NOT BE REPRESENTATIVE OF ACTUAL
SHOWN ON PLANS/MAPS PREPARED BY OTHERS. THE INFORMATION
PROVIDED FOR INFORMATION ONLY AND ARE BASED ON INFORMATION
UNDERGROUND UTILITY LINES AND/OR STRUCTURES, IF SHOWN, ARE
14.
13.
12.
11.
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
8.
7.
6.
5.
4.
3.
2.
1.
6.
5.
4.
3.
2.
1.
TOILET FACILITIES FOR USE THROUGHOUT THE PROJECT.
THE CONTRACTOR SHALL PROVIDE AND MAINTAIN HIS OWN WATER AND
SECTION 33.
WITH THE HAWAII ADMINISTRATIVE RULES, TITLE 11, CHAPTER 60.1,
PRECAUTIONS TO PREVENT AIRBORNE FUGITIVE DUST, IN CONFORMANCE
THE CONTRACTOR, AT HIS OWN EXPENSE, SHALL USE REASONABLE
WITH THE LATEST MUTCD.
CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PLANS IN CONFORMANCE
THE PROTECTION, CONVENIENCE AND SAFETY OF THE PUBLIC. THE
PROTECTIVE FACILITIES, AND SHALL TAKE ALL NECESSARY PRECAUTIONS FOR
SIGNS, LIGHTS, FLARES, BARRICADES, MARKERS, CONES, AND OTHER
THE CONTRACTOR SHALL PROVIDE, INSTALL AND MAINTAIN ALL NECESSARY
ANY REMEDIAL ACTION SHALL BE PAYABLE BY THE CONTRACTOR.
COURSES. SHOULD SUCH VIOLATIONS OCCUR, THE COSTS INCURRED FOR
FLOW ONTO ADJOINING PROPERTIES, STREETS OR NATURAL WATER
CAUSE FALLING ROCKS, SOIL OR DEBRIS IN ANY FORM TO FALL, SLIDE OR
NO CONTRACTOR SHALL PERFORM ANY TRENCHING OPERATION SO AS TO
REGULATIONS OF THE STATE DEPARTMENT OF HEALTH.
IN CONFORMANCE WITH THE AIR POLLUTION CONTROL STANDARDS AND
AND SURROUNDING AREA FREE FROM DUST NUISANCE. THE WORK SHALL BE
THE CONTRACTOR, AT HIS OWN EXPENSE, SHALL KEEP THE PROJECT AREA
WITH COE SAFETY AND HEALTH REQUIREMENTS MANUAL EM385-1-1.
SAFETY AND ENVIRONMENTAL QUALITY. THE CONTRACTOR SHALL COMPLY
AND LOCAL LAWS REQUIRED FOR THE PROTECTION OF PUBLIC HEALTH,
THE CONTRACTOR SHALL OBSERVE AND COMPLY WITH ALL FEDERAL, STATE
TO AVOID ACCIDENTS.
AND TEMPORARY GUARDS AND SHALL WORK CAUTIOUSLY AT ALL TIMES
CARE AND PRECAUTIONS TO AVOID DISTURBING ANY ENERGIZED CABLES
THESE CABLES FROM DAMAGE. THE CONTRACTOR SHALL EXERCISE DUE
TO HANDLE THESE CABLES AND ERECT TEMPORARY GUARDS TO PROTECT
REMAIN ENERGIZED DURING CONSTRUCTION. ONLY DPW PERSONNEL ARE
LINES. EXISTING CABLES IN THE AREA ARE ENERGIZED AND WILL
CONSTRUCTION CROSSES OR IS IN CLOSE PROXIMITY TO UNDERGROUND
THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHENEVER
SHALL BE REVIEWED AND APPROVED BY DPW BEFORE IMPLEMENTATION.
STRUCTURAL SUPPORT FOR THE POLE PROPOSED BY THE CONTRACTOR
COSTS TO BRACE, REPAIR OR STRAIGHTEN POLES. ALL MEANS OF
POLES. THE CONTRACTOR IS RESPONSIBLE FOR ALL ASSOCIATED
OTHER PRECAUTIONS TO PREVENT DAMAGE TO OR LEANING OF THE
SYSTEM, THE CONTRACTOR SHALL SUPPORT, SECURE AND TAKE ALL
REQUIRE EXCAVATING WITHIN 10 FEET OF A POLE AND/OR ITS ANCHOR
PREVENT WEAKENING OR POLE SUPPORT FAILURE. SHOULD WORK
EXCAVATING AROUND UTILITY POLES AND/OR THEIR ANCHOR SYSTEM TO
A MINIMUM CLEARANCE OF 10 FEET MUST BE MAINTAINED WHEN
BLANKET LINES) CAN BE PUT IN PLACE.
THE NECESSARY PROTECTIONS (E.G. RELOCATE, DE-ENERGIZE OR
WEEKS PRIOR TO THE PLANNED ENCROACHMENT SO THAT, IF FEASIBLE,
ANY TIME, THE CONTRACTOR SHALL NOTIFY DPW AT LEAST FOUR (4)
THE NEED TO ENCROACH WITHIN THE MINIMUM REQUIRED CLEARANCE AT
SHOULD THE CONTRACTOR ANTICIPATE THAT HIS WORK WILL RESULT IN
COMPLY WITH ANY REVISIONS OR AMENDMENTS TO THE LAW.
IT IS THE CONTRACTORS RESPONSIBILITY TO BE INFORMED OF AND
LINE CLEARANCE REQUIREMENTS IS PROVIDED AS A CONVENIENCE AND
FOOT CLEARANCE REQUIREMENT. THE PRECEDING INFORMATION ON
ABOVE 50KV, AN ADDITIONAL 0.4 INCH SHALL BE ADDED TO THE 10
OVERHEAD LINES RATED 50KV AND BELOW. FOR EACH ADDITIONAL 1KV
CLEARANCE OF 10 FEET WHEN WORKING CLOSE TO OR UNDER ANY
SHE MAY CONTACT CANNOT COME CLOSER THAN A MINIMUM RADIAL
STATE LAW REQUIRES THAT A WORKER AND THE LONGEST OBJECT HE OR
EXPOSED OR ENERGIZED ELECTRICAL LINES AND EQUIPMENT.
WITHOUT LIMITATION, THOSE RELATED TO WORKING ON OR NEAR
OCCUPATIONAL SAFETY AND HEALTH LAWS AND REGULATIONS INCLUDING
THE CONTRACTOR SHALL COMPLY WITH THE STATE OF HAWAII’S
WATER SYSTEM WITHIN THE PROJECT AREA.
PURAL WATER SPECIALTY CO., INC. OPERATES AND MAINTAINS THE
NOT SHOWN ON THE PLANS.
RESPONSIBLE FOR ANY DAMAGES TO FACILITIES WHETHER SHOWN OR
CARE IN EXCAVATING THE AREA. THE CONTRACTOR SHALL BE
OVERHEAD AND UNDERGROUND FACILITIES AND SHALL EXERCISE PROPER
THE CONTRACTOR SHALL VERIFY IN THE FIELD THE LOCATIONS OF THE
STARTING ANY EXCAVATION AND TRENCHING WORK.
THE CONTRACTOR SHALL OBTAIN A DPW EXCAVATION PERMIT PRIOR TO
5.
4.
3.
2.
1.
LANE OF MAUNA KEA LOOP OPEN AT ALL TIMES.
EXISTING BUILDINGS AS DETOURS, AND SHALL KEEP AT LEAST ONE
CONTRACTOR SHALL NOT UTILIZE SIDE, UNPAVED ROADS THROUGH
AND ALLOW FOR TRAFFIC SERVICE INTO THE CONSTRUCTION AREAS.
REROUTE THE INCOMING TRAFFIC AWAY FROM THE CONSTRUCTION SITE
AND/OR DURATION OF LANE CLOSURE SIGNS TO PROPERLY ADVISE AND
SIGNS, I.E. DETOUR SIGNS, INFORMATION SIGNS OF UPCOMING
CONTRACTOR SHALL PROVIDE THE APPROPRIATE NUMBER OF ROAD
AND MANAGE THE TRAFFIC ENTERING THE CONTRACTOR WORK SITE.
EQUIPMENT, AND/OR COMMUNICATION DEVICES TO CONDUCT, CONTROL,
FLAGMAN(S), EQUIPPED WITH THE PROPER SAFETY CLOTHING,
CONTRACTOR SHALL PROVIDE THE APPROPRIATE NUMBER OF
APPROVAL BEFORE WORK COMMENCES.
WITH THE MUTCD TO THE CONTRACTING OFFICER, AND OBTAIN
CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN IN CONFORMANCE
PLANS.
CONTROL DEVICES" (MUTCD), UNLESS OTHERWISE INDICATED ON THE
LATEST AMENDED EDITION OF THE "MANUAL ON UNIFORM TRAFFIC
ALL TRAFFIC SIGNS AND PAVEMENT MARKINGS SHALL CONFORM TO THE
AGRICULTURAL OR OTHER HUMAN ACTIVITIES.
OTHER CONSTRUCTED FEATURES; AND ANY INDICATION OF
ANY SUCH ITEMS; ROCK OR CORAL ALIGNMENTS, PAVINGS, WALL, OR
SHELL, BONE, CHARCOAL, CORAL PIECES, FIRE-CRACKED ROCKS, AND
ARTIFACTS; SOIL LAYERS CONTAINING MIDDEN REMAINS SUCH AS
ARE NOT LIMITED TO: ANY HUMAN SKELETAL REMAINS OR BURIALS;
SUSPENDED. RESOURCES COVERED BY THIS PARAGRAPH INCLUDE BUT
THAT MAY DAMAGE OR ALTER SUCH RESOURCES SHALL BE TEMPORARILY
CULTURAL RESOURCES ARE DISCOVERED OR FOUND, ALL ACTIVITIES
UNIDENTIFIED OR UNANTICIPATED HISTORICAL AND ARCHAEOLOGICAL
IF DURING EXCAVATION OR OTHER CONSTRUCTION ACTIVITIES ANY
EMPLOYED AT ALL TIMES DURING CONSTRUCTION.
HONOLULU, AS AMENDED. BEST MANAGEMENT PRACTICES SHALL BE
CONTROL", AS WELL AS CHAPTER 14 OF THE REVISED ORDINANCES OF
STANDARDS", AND TITLE 11, CHAPTER 55, ’’WATER POLLUTION
ADMINISTRATIVE RULES, TITLE 11, CHAPTER 54, "WATER QUALITY
POLLUTION CONTROL STANDARDS CONTAINED IN HAWAII
APPLICABLE PROVISIONS OF THE WATER QUALITY AND WATER
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFORMANCE WITH THE
TO OTHER CONTRACT ITEMS.
CONSTRUCTION OF THIS PROJECT SHALL BE CONSIDERED INCIDENTAL
ALL WORK NOT CALLED FOR ON THE PLANS BUT REQUIRED FOR THE
CONDITION OR BETTER.
WORK. ALL DISTURBED AREAS SHALL BE RESTORED TO ITS ORIGINAL
EXISTING ROADS/FACILITIES/AREAS SHALL BE DOCUMENTED PRIOR TO
WORKS BEFORE WORK COMMENCES, AND THE CONDITION OF ALL
ALL WORK SHALL BE COORDINATED WITH THE DIRECTORATE OF PUBLIC
IMPROVEMENTS.
REMOVAL AND/OR INTERFERING WITH CONSTRUCTION OF PROPOSED
CONCRETE SLABS OR REMNANTS, AC PAVEMENT, ETC. SCHEDULED FOR
THE CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL EXISTING
CONDUCTING THESE TESTS.
PROJECT AND BE RESPONSIBLE FOR ALL EXPENSES INCURRED IN
THE CONTRACTOR SHALL CONDUCT ALL TESTS AS REQUIRED FOR THE
COST TO THE GOVERNMENT.
IN THE CONTRACT DOCUMENTS, SHALL BE REPAIRED AT NO ADDITIONAL
CONTRACTOR DURING PROGRESS OF THE WORK, WHETHER SHOWN OR NOT
ANY UTILITIES, STRUCTURES, OR LANDSCAPING DAMAGED BY THE
REMEDIAL ACTIONS NECESSARY.
MAY BE CITED AND THE CONTRACTOR SHALL IMMEDIATELY MAKE ALL
WATERCOURSES. SHOULD SUCH VIOLATIONS OCCUR, THE CONTRACTOR
SLIDE OR FLOW INTO ADJOINING PROPERTIES, STREETS OR NATURAL
TO CAUSE FALLING ROCKS, SOIL OR DEBRIS IN ANY FORM TO FALL,
NO CONTRACTOR SHALL PERFORM ANY CONSTRUCTION OPERATION SO AS
PRIOR TO EXCAVATION FOR THE NEW LINES.
PROPOSED CONNECTIONS TO VERIFY THEIR LOCATIONS AND DEPTHS
PLANS, THE CONTRACTOR SHALL EXPOSE THE EXISTING LINES AT THE
OF NEW UTILITIES TO EXISTING UTILITIES ARE SHOWN ON THE
INCIDENTAL TO THE COST OF THE CONTRACT. WHEREVER CONNECTIONS
EXCAVATING IN THE AREA. THE COST OF TONING SHALL BE
DEPTHS OF THE FACILITIES AND EXERCISE PROPER CARE IN
PLANS. THE CONTRACTOR SHALL TONE TO VERIFY THE LOCATIONS AND
THE ENGINEER FROM HIS SEARCH OF RECORDS ARE INDICATED ON THE
THE UNDERGROUND PIPES, CABLES OR DUCTLINES KNOWN TO EXIST BY
SITE.
TRAFFIC. COR ALSO NEED TO APPROVE PROJECT SIGN POSTED AT JOB
CONTRACTOR STAGING AREA AND HAUL ROUTES FOR CONSTRUCTION
OFFICER REPRESENTATIVE (COR) FOR LOCATION AND REQUIREMENTS OF
THE CONTRACTOR SHALL GET APPROVAL FROM THE CONTRACTING
HAVE NO WORK ON SITE THAT IS CONCURRENT WITH TRAINING DAYS.
ACTIVITIES (I.E. ON THE CRITICAL PATH). THE SCHEDULE SHALL
INCORPORATED INTO THE CONTRACTOR’S SCHEDULE AS CRITICAL
EACH INSTANCE. COORDINATE WITH PTA AND USAG-HI. THIS SHALL BE
MILITARY TRAINING EXERCISES FOR A PERIOD OF TWO WEEKS FOR
WHEN ACCESS TO THE CONSTRUCTION SITE WILL BE DENIED DUE TO
THE CONTRACTOR SHALL PLAN A MINIMUM OF TWO INSTANCES PER YEAR
CONTRACTING OFFICER.
ORGANIZATIONS, AND OTHERS AFFECTED, AS DETERMINED BY THE
REVIEW AND APPROVAL TO ALL APPLICABLE COMPANIES, GOVERNMENT
HAWAII. THE CONTRACTOR SHALL SUBMIT THE PLAN/PERMIT FOR
ORGANIZATIONS LISTED MAY NOT BE APPLICABLE FOR THE ISLAND OF
SUBMITTING. NOTE THAT ALL COMPANIES AND GOVERNMENT
SHALL REQUEST A COPY OF THE CURRENT VERSION FROM DPW PRIOR TO
PERMIT TO DPW AND NEC FOR REVIEW AND APPROVAL. THE CONTRACTOR
THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN/EXCAVATION
THAT NO PRIVATE VEHICLES PARK/TRAVEL DOWN RANGE.
BASE. COORDINATE PARKING AND TRANSPORTATION REQUIREMENTS SUCH
TIME. NO PERSONALLY OWNED VEHICLES SHALL BE PERMITTED ON
ACCESS TO THE BASE CAN BE DENIED BY THE GOVERNMENT AT ANY
CERTIFIED BACKGROUND CHECKS SHALL BE PAID BY THE CONTRACTOR.
TO, SUB-CONTRACTORS, SUPPLIERS AND CONSULTANTS. THE COST OF
CONTRACTOR FOR ALL INDIVIDUALS, INCLUDING, BUT NOT LIMITED
ANNUALLY. CERTIFIED BACKGROUND CHECKS MUST BE PROVIDED BY THE
TIME FOR EACH APPLICATION. APPLICATIONS MUST BE RENEWED
INSTALLATION ACCESS PASS. ALLOW FOR 2 TO 4 WEEKS PROCESSING
CONTRACTOR MUST COMPLY WITH THE REQUIREMENTS FOR OBTAINING AN
ACCESS TO POHAKULOA TRAINING AREA (PTA) IS CONTROLLED. THE
13.
12.
11.
10.
9.
8.
7.
6.
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4.
3.
2.
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CONSTRUCTION NOTES (CONT.)
16.
15.
14.
OR RELOCATION OF ANY TREES WITHIN THE PROJECT AREA.
CONSULTATION OF AN ARBORIST WILL NOT BE REQUIRED FOR REMOVAL
THE INSTALLATION.
SO THAT THERE ARE NO DELAYS IN MEETING THE TIMELY DEMANDS OF
THE SCHEDULED WORK TO THE QUANTITIES REQUIRED BY THE CONTRACT
WITH COR, SO THAT MATERIALS CAN BE STOCKPILED IN ADVANCE OF
CONTRACTOR TO COORDINATE ROCK QUANTITY REQUIREMENT SCHEDULE
CONTRACTOR’S HAULING TRUCKS AT THE PTA QUARRY SITE.
CONTRACTOR’S USE IN THE FIELD AND PROVIDED FOB LOADED ONTO
PROVIDED TO MEET THE PROJECT SPECIFICATIONS AND READY FOR
THE PURPOSE FOR WHICH THEY WILL BE USED, MATERIALS SHALL BE
SHALL BE FURNISHED TO THE CONTRACTOR BY THE GOVERNMENT. FOR
ALL PROJECT ROCK AND AGGREGATE (BASE COURSE) REQUIREMENTS
TRESPASSING ON, REMOVING, OR DISTURBING SUCH RESOURCES.
THE AREA AND PREVENT EMPLOYEES OR OTHER PERSONS FROM
DESTRUCTION OF THESE RESOURCES. THE CONTRACTOR SHALL SECURE
CEASE ALL ACTIVITIES THAT MAY RESULT IN IMPACT TO OR THE
DISPOSITION OF THE FINDS SHOULD BE MADE. THE CONTRACTOR SHALL
MADE AS TO THEIR SIGNIFICANCE AND WHAT, IF ANY, SPECIAL
APPROPRIATE AUTHORITIES MAY BE NOTIFIED AND A DETERMINATION
THE CONTRACTING OFFICER, AND SUBMIT IT SO THAT THE
PHOTO OF THE SITE OR DISCOVERY AND THEN IMMEDIATELY NOTIFY
UPON SUCH DISCOVERY OR FIND, THE CONTRACTOR SHALL TAKE A
AND SERVICE CONNECTIONS.
DPW. AS-BUILT DRAWINGS ARE NOT REQUIRED FOR EMERGENCY REPAIRS
CONSTRUCTION PERFORMED. COR WILL FORWARD APPROVED DRAWINGS TO
DAYS AFTER ACCEPTANCE OF THE PROJECT SHOWING THE ACTUAL
SUBMIT AS-BUILT DRAWINGS TO THE COR FOR APPROVAL DPW WITHIN 30
DIVISION OF ROAD MAINTENANCE.
OF THE EMERGENCY WORK MADE BY THE DPW FACILITY MAINTENANCE,
OF THE "CONTACT FOR EMERGENCY REPAIRS," RESPOND AND PAY THE COST
WORK IS NOT MADE IN A REASONABLE TIME WHEN NOTIFIED OR UPON FAILURE
REPAIRS" FURNISHED BY THE APPLICANT IS NOTIFIED. IF THE EMERGENCY
WARNING LIGHTS OR BARRICADES WHEN THE "CONTACT FOR EMERGENCY
HOLES, REPAIRING TEMPORARY TRENCH COVERS AND INSTALLATION OF
ACCOMPLISH EMERGENCY WORK INCLUDING BUT NOT LIMITED TO PATCHING
CLEAN UP SITE DAILY.
WORK WILL BE SUSPENDED FOR MORE THAN THREE (3) DAYS.
ALL EXCAVATIONS TO BE BACKFILLED IMMEDIATELY UPON COMPLETION, OR IF
EXCEEDING 18,000 AND 32,000 POUNDS, RESPECTIVELY.
WEIGHTS BASED ON SINGLE-AXLE AND TANDEM-AXLE LOADINGS NOT
SUPPORT GROUP 2 AND GROUP 3 VEHICLES, WITH MAXIMUM ALLOWABLE
PROVIDE SHORING AND TEMPORARY TRENCH COVERS ADEQUATE TO
DEMOLITION/EXCAVATION WORK.
ALL CONCRETE OR A.C. PAVEMENT SHALL BE SAW-CUT PRIOR TO ANY
CLASS 1 PERIMETER PROTECTION GUIDANCE.
VEHICLES ANTICIPATED. PLEASE REFER TO EM 385-1-1, APPENDIX Q FOR
BARRIERS AROUND EXCAVATIONS SUFFICIENT TO WITHSTAND THE TYPE OF
OF PEDESTRIAN TRAFFIC. CLASS 1 PERIMETER PROTECTION INCLUDES
ALL OPEN EXCAVATIONS. THESE AREAS ARE ACCESSIBLE TO A HIGH VOLUME
THE CONTRACTOR MUST PROVIDE CLASS 1 PERIMETER PROTECTION AROUND
STARTING ANY TRENCHING WORK.
THE CONTRACTOR SHALL OBTAIN A DPW EXCAVATION PERMIT PRIOR TO
ON NATURAL GROUND SURFACE.
THE CONTRACTOR SHALL REMOVE ALL VEGETATION BEFORE PLACING FILLS
ASTM D-1557 TEST.
FILLS SHALL BE COMPACTED TO 90 PERCENT (90%) OF MAXIMUM DENSITY PER
BETWEEN THE HOURS OF 7:00 A.M. TO 3:30 P.M.
WORKS AND THE COR. GRADING WORK ON NORMAL WORKING DAYS SHALL BE
ANYTIME WITHOUT PRIOR APPROVAL FROM THE DIRECTORATE OF PUBLIC
NO GRADING WORK SHALL BE DONE ON SATURDAYS, SUNDAYS AND HOLIDAYS
ORDINANCE.
BORROW SITE(S) MUST ALSO FULFILL THE REQUIREMENTS OF THE GRADING
APPLICATION FOR A GRADING PERMIT IS MADE. THE DISPOSAL AND/OR
DISPOSAL AND/OR BORROW SITE(S) REQUIRED FOR THIS PROJECT WHEN AN
THE CONTRACTOR SHALL INFORM THE DPW OF THE LOCATION OF THE
FILLS ON SLOPES STEEPER THAN 5:1 SHALL BE KEYED.
OR PERMANENTLY CEASED.
PORTION OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY
SOON AS PRACTICABLE, BUT NO MORE THAN 14 CALENDAR DAYS, IN ANY
THE CONTRACTOR SHALL STABILIZE ALL SLOPES AND EXPOSED AREAS AS
COUNTY OF HAWAII.
STANDARDS AND GUIDELINES OF THE DEPARTMENT OF PUBLIC WORKS,
QUALITY STANDARDS, AND TO THE EROSION AND SEDIMENTATION CONTROL
11, CHAPTER 55, WATER POLLUTION CONTROL AND CHAPTER 54, WATER
THE APPLICABLE PROVISIONS OF THE HAWAII ADMINISTRATIVE RULES, TITLE
ALL GRADING OPERATIONS SHALL BE PERFORMED IN CONFORMANCE WITH
DEPARTMENT OF HEALTH, HAR 11-60.1, FUGITIVE DUST.
CONFORMANCE WITH THE AIR POLLUTION CONTROL RULES OF THE STATE
SURROUNDING AREAS FREE FROM DUST NUISANCES. THE WORK SHALL BE IN
THE CONTRACTOR, AT HIS OWN EXPENSE, SHALL KEEP THE PROJECT AND
CONTRACTOR.
DIRECTORATE OF PUBLIC WORKS (DPW) SHALL BE PAYABLE BY THE
WORK. THE COSTS INCURRED FOR ANY NECESSARY REMEDIAL ACTION BY THE
DRAINAGE FACILITIES, ROADWAYS AND OTHER AREAS RESULTING FROM HIS
THE CONTRACTOR SHALL REMOVE ALL SILT AND DEBRIS DEPOSITED IN
STARTING ANY EXCAVATION WORK.
THE CONTRACTOR SHALL OBTAIN A DPW EXCAVATION PERMIT PRIOR TO
10.
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N N
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04/30/20
EXPIRATION DATE OF LICENSE
x x x x x x x x x xx xxx xxx x x x x x x x xxxx xxx x x x xxxx xxxx x x x xxxx x x xxxx xx xx xxxx x x xxxx xxx x x x xxxx xxx xxxx xxxxxxx xx xxxx xxx xxx x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x
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W A R E H
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SWALE "A"
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SWALE "C"
SWALE "D"
SWALE "E"
SWALE "F"
SWALE "B"FORD
SWALE "H"
DRAIN LINE "F"
DRAIN LINE "D"
DRAIN LINE "C"
DRAIN LINE "B"
CULVERT 1
CULVERT 2
CULVERT 3
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DRAIN "G"
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TRENCH DRAIN "E"
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GRADING PLAN SHEET CG103
DRAINAGE PLAN SHEET CU101
GRADING PLAN SHEET CG101
DRAINAGE PLAN SHEET CU102
GRADING PLAN SHEET CG102
DRAINAGE PLAN SHEET CU107
GRADING PLAN SHEET CG107
DRAINAGE PLAN SHEET CU108
GRADING PLAN SHEET CG108 (TYP.)
DRAIN SUMP
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LEGEND:
CONTRACTOR STAGING AREAS
PEDESTRIAN RECLAIM AREAS
INFILTRATION BED
FIRE LANE
FOR PTA CANTONMENT AREA*
SOUTH PROPERTY LINE
FORD FORD
p t0
G -1
.d g n
BASIN
BASIN
BASIN
SCHEDULE TO MEET ROE REQUIREMENTS.
SOUTH OF THE CANTONMENT AREA WITH PURAL CONTRACTOR WORK
COORDINATE HIS SCHEDULE OF DRAINAGE IMPROVEMENT WORK
WHICHEVER PROJECT BEGINS FIRST. THE CONTRACTOR SHALL
PROJECTS WILL NEED TO BE FINISHED WITHIN 179 DAYS OF
NEW VEHICLE WASH RACK.� AS A CONDITION IN THE ROE, BOTH
CONNECTION TO PTA, SPRING WATER SUPPLY PIPELINE TO BAAF FOR
SPECIALTY CO., INC. (PURAL) PROJECT �NEW SERVICE LATERAL
PLANS, THE ROE ALSO COVERS WORK FOR A PURAL WATER
AREA. IN ADDITION TO THE DRAINAGE IMPROVEMENT WORK IN THESE
COUNTY OF HAWAII FOR WORK SOUTH OF THE PTA CANTONMENT
A RIGHT OF ENTRY (ROE) FOR CONSTRUCTION WAS GRANTED BY THE
*NOTE:
ACCESS ROADS
ALTERNATE
DISPOSAL AREA
CURRENT SOILS
CLOSED
BE PERMANENTLY
ACCESS ROAD WILL
SEE **NOTES ABOVE
DISPOSAL AREA
PROPOSED SOILS
ADDITIONAL
QUARRY.
DISPOSAL AREA WITH 2" THICK SUITABLE MATERIAL FROM THE
THE CONTRACTOR SHALL COVER THE FINISHED GRADE OF THE 2.
GRADING IMPROVEMENTS TO THE ALTERNATE ACCESS ROADS.
THE CONTRACTOR SHALL CLEAR ANY OBSTACLES AND MAKE 1.
**SOILS DISPOSAL AREA NOTES:
DRAINAGE PLAN SHEET CU109* (OPTION)
GRADING PLAN SHEET CG109* (OPTION)
FIRE LANE "C"
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M E T A L
C O R R
U G
A T E D
M E T A L
C O R R
U G
A T E D
M E T A L
C
U L V
C O R R
U G
A T E D
W
W
W
W
W
W
W
W
W
W
.9
1.
IN
V
.5
T O P
1.
IN
V
.5
T O P
.6
IN
V
.6
T O P
D
D
D
1+
D
D
D
D
D
S S S S S S S S S S S S S S S S S S S S
S
S
CG101
SCALE: 1"=20'
NN
SEE SHT. CG102
MATCHLINE
S E
E S
H T
C G
M A
T C
H L
IN
E
40'10'0 20'
L
& STRUCT. SHTS.
SEE PROFILE SHT. CU402
C TRENCH DRAIN "G"
L
S W
A L E C
G R
A D
E D
S W
A L E C
G R
A D
E D
S W
A L E C
G R
A D
E D
S W
A L E C
G R
A D
E D
S W
A L E C
G R
A D
E D
S W
A L E C
G R
A D
E D
& STRUCT. SHTS.
SEE PROFILE SHT. CU401
C TRENCH DRAIN "D"L
M A
U N
A K
E A L
O O
P
G R
A D
IN
G P
L A
N
GRADING PLAN
6378.70
6378.75
6378.85
6378.90
6378.85
6379.10
6378.85
6378.90
6378.95
6379.00
6382.50
6378.50
6378.55
6378.75
6378.90 6378.90 6379.00
6378.09
6378.55
6378.75
6378.75
6378.90
6378.22
6378.37
6379.10 6378.90
6378.37
6379.00
6378.37 6381.00
6379.00
6378.42
6369.95
6370.45
6370.20
6370.15
6370.20
6371.80
6371.75
6371.80
6372.60
6372.70
6372.55
6374.30
6374.35
6376.00
6372.60
6374.35
6372.60
P O
H A
K U
L O
A S
T R
E E
T
6379.10
6373.00
6373.53
6372.89
6383.38
6382.34
SEE DETAIL SHT. CU504
EROSION PROTECTION (TYP.)
MORTARED ROCK-LINED SLOPE
CONC. BARRIERS
REMOVE EXIST.
SEE DETAIL SHT. CU508
TO FIRE LANE "D"
MSE WALL ADJACENT
SEE DETAIL SHT. CU504
OF FIRE LANE "D"
BOLLARDS AT THE END
INSTALL 4 REMOVABLE
SEE DETAIL SHT. CG501
INSTALL SILT FENCE
6378.906379.106378.90
FINISH GRADE TO MATCH EXIST.
& RESTORE A.C. PAVEMENT AND
METAL 3' DIA. CULVERT
REMOVE CORRUGATED
SEE DETAIL SHT. CU504
BETWEEN BLDGS (TYP.)
GRADED SWALES
p t0
C
G .d g n
BED "C"
INFILTRATION
EXIST.
6373.30 BW
6373.80 TW
6379.10 BW
6379.60 TW
SEE DETAIL SHTS. CU509 & CU510
W/ MANHOLE COVER (2)
INSTALL DRAIN SUMPS
SEE DETAIL SHTS. CU509 & CU510
W/ MANHOLE COVER (3)
INSTALL DRAIN SUMPS
SHTS. CU509 & CU510
SEE DETAIL
W/ MANHOLE COVER
INSTALL DRAIN SUMP
SEE DETAIL SHTS. CU505 & CU506
DRAINAGE INFILTRATION BED "D"
INSTALL 30'x50'
SEE DETAIL SHT. CU504
DRAIN PIPE AT SWALE (TYP.)
4-INCH PERFORATED PVC
SEE DETAIL SHTS. CU504 & S-501
TO OUTLET & TRENCH DRAIN "D" (TYP.)
PIPE FROM SWALE
4-INCH SOLID PVC DRAIN
SEE DETAIL SHT. CU503
WITH CONCRETE PAVERS
BETWEEN PAVED ROADS
RECLAIM PEDESTRIAN AREA
F L
O W
F L
O W
F L
O W
F L
O W
F L
O W
F L
O W
FLOWFLOW
F L
O W
FLOW
FLOW
F L O
W
& DETAIL SHT. CU507
SEE PROFILE SHT. CU411
C FIRE LANE "D"
6372.25 TOG
& DETAIL SHT. CU507
SEE PROFILE SHT. CU410
C FIRE LANE "C"L
6380.40
6380.00
EXIST. TRENCH DRAIN "C"
6389.34
SEE DETAIL SHT. CU504
OF FIRE LANE "C"
BOLLARDS AT THE END
INSTALL 4 REMOVABLE
6388.83
MSE WALL (TYP.)
INSTALL STAIRS AT
6379.05 BW
6381.55 TW
6378.95 BW
6382.87 TW
6385.30 BW
6385.93 TW
6380.20 BW
6380.80 TW
SEE DETAIL SHT. CU508
TO FIRE LANE "C"
MSE WALL ADJACENT
SEE DETAIL SHT. CG501
INSTALL SILT FENCE
6378.90 BW
6381.25 TW
6379.15 BW
6384.42 TW
6378.95 BW
6381.95 TW
DRAIN
SLOPE TO
6379.00 BW
6380.97 TW
6370.45 BW
6373.91 TW
6370.65 BW
6374.44 TW
6371.95 BW
6375.23 TW
6372.90 BW
6376.32 TW
6372.75 BW
6377.54 TW
6374.50 BW
6379.13 TW
D R
A
IN
S L
O P
E T
O
6381.66
6381.22
PROFILE SHT. CU407
SEE DETAIL SHT. CU504 &
(OVER EXIST. DUCT BANK)
DRAIN LINE "A"
NEW 36" CLASS V RCP
CULVERT & REPLACE WITH
REMOVE EXIST. 36"
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
Honolulu District of Engineers
US Army Corps
SHEET OF
D
A T
E
T
IM
E
D A
T E T
IM
E
M O
D E
L N
A M
E
M O
D E
L N
A M
E
F
IL
E L
F
IL
E
P L
O T
D R
IV
E R
P E
N T
A B
L E
P
E N
T B
L S
P
L T
D R
V S
P R
IN
T E
D B
Y
U
S E
R
L A
S T S
A V
E D B
Y
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 A
T E
F
IL
E N
U M
B E
R
S
IZ
E
P L
O T S
C A
L E
C O
N T
R A
C T N
O
A N
S I
D
H O
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L U
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IS
T R
IC
T
H O
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L U
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H A
W A
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P H (8
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H
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H A
W A
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K
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A S
T
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A H
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IA
T E
S
IN
C
U .S
A R
M Y C
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P S O
F E
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IN
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IDENTIFICATION
SHEET
S U
B M
IT
T E
D B
Y
IS
S
U E D
A T
E
W
A -1
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-0
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A H
A R
A A
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S S
C I
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LEGEND:LEGEND:
PAVERS
INFILTRATION BED
FIRE LANE
L
O K
A N
O -K
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D R
IC
K
L S
A P
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J U
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G A
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C O
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A T
IO
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A
IR
N
O R
T H D
R A
IN
A G
E S
E C
O N
D A
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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
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OR UNDER MY SUPERVISION.
THIS WORK WAS PREPARED BY ME
SL
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C U L V
1.
D
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B O L L A R
D S
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M H
S
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N A L
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M Y
C B
B O L L A R
D S
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P E E D
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C O
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B L D R
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FF=6368.83
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FF=6365.19
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D R
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FF=6365.35
WALK
FF=6366.26
P G T
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B L D R
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B O L L A R
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C E S S P
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C O
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PLANTER
PLANTER
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D R
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F F
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M E T A L
F F
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F F
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F F
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F F
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F F
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F F
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F F
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F P
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M E T E R x
B L D R
F F
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F F
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F F
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F F
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BLDG#T-108
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G R
O U
N D
U
N D E R
C
O N C
B R
ID
G E
M E T A L
C
U L V
C O R R
U G
A T E D
P V C
C
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1.
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C U L V
W
W
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D
D
D
S
S
S
S
SSSSSSSSSSSSSSSSSSSS
S S S
S S S S S S
S
S S S S S S S
S S
S
CG102
SCALE: 1"=20'
NN
M
AU
N A
KEA
LO
O P
SEE SHT. CG101
MATCHLINE
40'10'0 20'
L
IN-PLACE
UTILITY POLE
PROTECT EXIST.
IN-PLACE
UTILITY POLE
PROTECT EXIST.
S W
A L E D
G R
A D
E D
S W
A L E D
G R
A D
E D
S W
A L E D
G R
A D
E D
S W
A L E D
G R
A D
E D
S W
A L E D
G R
A D
E D
S W
A L E D
G R
A D
E D
S W
A L E E
G R
A D
E D
S W
A L E E
G R
A D
E D
S W
A L E E
G R
A D
E D
S W
A L E E
G R
A D
E D
S W
A L E E
G R
A D
E D
S W
A L E E
G R
A D
E D
GRADING PLAN
G R
A D
IN
G P
L A
N
SEE DETAIL SHT. CG501
INSTALL SILT FENCE
SEE DETAIL SHT. CG501
INSTALL SILT FENCE
6372.02
6372.60
6373.78
6375.506374.30
6372.60
6374.35
6372.07
6371.80
6372.60
6371.27
6370.20
6371.80
6369.67
6369.80
6370.20
6369.54
6368.15
6368.20
6369.90 6370.70 6371.80
6370.00 6370.70
6369.95 6370.65
6371.75
6371.80
6372.50 6374.20
6374.15
6375.20 6372.45
6372.50
6374.20
6367.79
6370.00
6370.00
6369.50
6370.00
6370.70
6370.70
6371.80
6370.20
6371.80
6372.50
6371.30
6372.50
6374.20
6372.00
6374.20
6375.20
L
P O
H A
K U
L O
A S
T R
E E
T
6370.00
6370.00
6369.50 6369.50
6368.59
6369.49
6370.90
6367.76
6374.00
6378.63
6377.84
SWALE
GABION
(SOUTH)
EXIST.
L
CONC. BARRIERS
REMOVE EXIST.
IN-PLACE
POLE
UTILITY
EXIST.
PROTECT
p t0
C
G .d g n
MSE WALL (TYP.)
INSTALL STAIRS AT
SEE DETAIL SHTS. CU505 & CU506
INFILTRATION BED "F"
INSTALL 30'x50' DRAINAGE
SEE DETAIL SHTS. CU505 & CU506
INFILTRATION BED "E"
INSTALL 30'x50' DRAINAGE
& STRUCT. SHTS.
SEE PROFILE SHT. CU401
C TRENCH DRAIN "E"
SEE DETAIL SHT. CU504
DRAIN PIPE AT SWALE (TYP.)
4-INCH PERFORATED PVC
SEE DETAIL SHT. CU504
BETWEEN BLDGS (TYP.)
GRADED SWALES
SEE DETAIL SHT. CU504
BETWEEN BLDGS (TYP.)
GRADED SWALES
SEE DETAIL SHT. CU504
DRAIN PIPE AT SWALE (TYP.)
4-INCH PERFORATED PVC
SEE DETAIL SHT. CU508
TO FIRE LANE "E"
MSE WALL ADJACENT
& STRUCT. SHTS.
SEE PROFILE SHT. CU402
C TRENCH DRAIN "F"
SEE DETAIL SHT. CU504
OF FIRE LANE "E"
BOLLARDS AT THE END
INSTALL 4 REMOVABLE
6373.70
6371.00
SEE DETAIL SHTS. CU504 & S-501
TO TRENCH DRAIN "F" (TYP.)
DRAIN PIPE FROM SWALE
4-INCH SOLID PVC
SEE DETAIL SHTS. CU504 & S-501
TO TRENCH DRAIN "E" (TYP.)
DRAIN PIPE FROM SWALE
4-INCH SOLID PVC
6370.50
6368.90 BW
6368.90 TW
6376.10 BW
6376.25 TW
FLOW
F L
O W
F L
O W
F L
O W
F L
O W
F L
O W
F L
O W
FLOW FLOW FLOW
F L
O W
F L
O W
F L
O W
F L
O W
F L
O W
F L
O W
& DETAIL SHT. CU507
SEE PROFILE SHT. CU411
C FIRE LANE "E"
6367.76
6368.48
6370.45 BW
6371.30 TW
6368.65 BW
6370.38 TW
6371.15 BW
6372.07 TW
SLOPE TO DRAIN
6372.10 BW
6372.91 TW
6372.75 BW
6373.95 TW
6374.45 BW
6375.07 TW
6375.20
T O D
R A
IN
S L
O P
E
6374.22
D R
A
IN
S L
O P
E T
O
TO DRAIN
SLOPE
TO DRAIN
SLOPE
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
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M A
R K
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P R
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Honolulu District of Engineers
US Army Corps
SHEET OF
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N N
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