HomeMy WebLinkAboutCOM 0258.001 2002-2004Harry Kim
Mayor
DATE
Cnuixixtr >xf �ttfirttii
Barbara Bell
Director
'03 JUL 15 PM 1 27
DEPARTMENT OF ENVIRONMENTAL MANAGEPQUM CL.
25 Aupuni Street, Room 208 • Hilo, Hawaii 96720-0252 COUNT N'
(808) 961-8083 • Fax (808) 961-8086
July 14, 2003
TO: Erika Yamamoto
Legislative Auditor's Assistant
FROM: Barbara Bell, Director
0�
RE: Communication 258/Resolution 80-03
The following is provided in response to your memo dated July 7, 2003. 1 apologize for
not attending the July 1, 2003 Committee meeting where the referenced resolution was
deferred. It is my understanding that Councilman Tyler contacted Peter Boucher from our
Wastewater Division immediately prior to the meeting and Mr. Boucher responded to Mr.
Tyler's questions regarding this issue.
The following are further responses and clarifications to Mr. Tyler's questions:
1. Where is the extension occurring? (From point A to Point B)
The plans shows the limits of the sewer extension which extends from the existing
sewer easement on TMK parcel 7-5-22:033 to the southern boundary of TMK
parcel 7-5-22:039. (Reduced copies ofplan are attached.)
How does this project affect the surrounding neighbors and have they been
notified?
Two purcels are directly affected. The project will affect 7 surrounding parcels
through typical disruptions during construction and also by providing sewer
laterals to the properties along the alignment of the proposed extension. In the
past, the Department has notified the affected lot owners upon dedication of the
sewer extension to the County. This is our intention for this project also.
3. Are the surrounding neighbors required to hook up?
In accordance with Section 21-5 of the county code, "Every lot which is
accessible to a sewer and which has plumbing fixtures located on it shall be
connected to the sewer within one hundred twenty calendar days after the lot
owner has been notified to do so... ". It is the intention of the Department to
Coir,n. Wn- 268 1 1
Ref. To: LEZ" SO
Ref. Date
notify the affected lot owners upon dedication of the sewer extension to the
County.
Witcher Engineering, Mr. Urban's engineering firm for this project, was notified of the
deferral on Monday, July 7, 2003. They will again be notified when it is re-agendized.
They have stated they will assist moving this ordinance to approval. They may be
reached at 334-0322.
cc: County Council Members
Peter Boucher, Wastewater Division Chief
Tante Urban
Witcher Engineering
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75-5751 Kuakini Hwy, Si
Kailua—Kona, Hawaii 967
DAZE (808) 334-0322
GENERAL CONSTRUCTION NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE COUNTY OF HAWAII
DEPT, OF PUBLIC WORKS "STANDARD DETAILS FOR PUBLIC WORKS
CONSTRUCTION" DATED SEPT. 1984 AND "STANDARD SPECIFICATIONS FOR
PUBLIC WORKS CONSTRUCTIONS" DATED SEPT. 1986 AND SUPPLEMENT AND
AMENDMENTS MADE THERETO.
2, ELEVATIONS SHOWN ON THE PLANS ARE BASED ON MEAN SEA LEVEL.
3, THE CONTRACTOR SHALL MAKE ARRANGEMENTS FOR UTILITIES SUCH AS
ELECTRICITY, WATER, ETC. REQUIRED FOR HIS OPERATIONS AND ALL COSTS
SHALL BE BORNE BY THE CONTRACTOR.
4. THE CONTRACTOR SHALL CONDUCT ALL TESTS AS REQUESTED BY THE
ENGINEER AND BE RESPONSIBLE FOR EXPENSES INCURRED IN CONDUCTING
THESE TESTS.
5. THE CONTRACTOR SHALL PROVIDE TO THE ENGINEER "AS BUILT" DRAWINGS
OF ALL NEW UTILITIES AND STRUCTURES UPON COMPLETION OF WORK.
6. DIMENSIONS TAKE PRECEDENCE OVER SCALE.
7. IF DIMENSIONAL ERRORS OR CONFLICTS OCCUR, THE CONTRACTOR SHALL
NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONSTRUCTION ENGINEER
AND SHALL WAIT FOR CLARIFICATION BEFORE RESUMING OR COMMENCING
WORK ON THE DISCREPANCY ITEM.
8. THE CONTRACTOR SHALL OBTAIN AND PAY FOR REQUIRED PERMITS FROM
APPROPRIATE GOVERNMENT AGENCIES.
9. THE CONTRACTOR SHALL COORDINATE THE STORAGE OF HIS MATERIAL AND
EQUIPMENT WITH THE OWNER'S REPRESENTATIVE.
10. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES,
WHETHER SHOWN ON THE PLANS OR NOT, AND SHALL BE RESPONSIBLE FOR
THE REPAIR OR REPLACEMENT OF SAME IN THE EVENT OF DAMAGES DUE TO
HIS CONSTRUCTION PRACTICES. BEFORE DISRUPTING SERVICE OF ANY
UTILITY, THE CONTRACTOR SHALL CONTACT AND COORDINATE HIS WORK WITH
THE RESPONSIBLE UTILITY AUTHORITY.
11. THE ENGINEER RESERVES THE RIGHT TO MAKE CHANGES TO THE DRAINAGE
SYSTEM AS SUCH CHANGES ARE FOUND TO BE NECESSARY AS THE LAND IS
CLEARED AND EROSION CONTROL CONSTRUCTION PROGRESSES.
12. EXISTING UTILITY LOCATIONS ARE FROM CONSTRUCTION AS-BUILTS.
CONTRACTOR SHALL VERIFY UTILITY LOCATIONS PRIOR TO CONSTRUCTION.
13. CONTRACT LIMITS ARE 10 FEET OUTSIDE THOSE AREAS TO BE GRADED. THE
CONTRACTOR SHALL RESTRICT HIS WORK ACTIVITIES, EQUIPMENT AND
MATERIALS TO WITHIN THE CONTRACT LIMITS, UNLESS PERMITTED BY
OWNER'S REPRESENTATIVE.
14. SHOULD ANY UNANTICIPATED ARCHAEOLOGICAL SITES OR FEATURES BE
UNCOVERED DURING LAND PREPARATION ACTMTIES, WORK WITHIN THE
AFFECTED AREA SHALL IMMEDIATELY CEASE AND THE PLANNING DEPARTMENT
AND THE OWNER'S DESIGNATED REPRESENTATIVE NOTIFIED. NO WORK WITHIN
THE AFFECTED AREA SHALL RESUME UNTIL CLEARANCE IS OBTAINED FROM
THE PLANNING DEPARTMENT, THROUGH THE OWNER'S DESIGNATED
REPRESENTATIVE.
15. ALL CONSTRUCTION LINES, GRADES AND SURVEY MONUMENT STAKEOUTS
SHALL BE MADE BY LICENSED SURVEYORS.
16, LICENSED SURVEYORS SHALL SUBMIT A LETTER TO THE DEPARTMENT OF
PUBLIC WORKS CERTIFYING THAT THE MONUMENT STAKEOUT AND
INSTALLATION IS CORRECT.
17. CONTRACTOR SHALL NOTIFY THE ENGINEER SUFFICIENTLY AN ADVANCE OF
OPENING ANY OR UTILIZING EXISTING BORROW PITS OR ON SITE BORROW,
SO THAT A DETERMINATION CAN BE MADE AS TO THE SUITABILITY OF THE
BORROW MATERIAL TO BE INCORPORATED INTO THE ROAD CONSTRUCTION.
18. THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL TRAFFIC CONTROL
DEVICES IN CONFORMANCE WITH THE "MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES FOR STREETS AND HIGHWAYS", AND TO THE SATISFACTION
OF THE ENGINEER.
19. ALL VEGETATION, INCLUDING TREES, SHALL BE REMOVED FROM WITHIN THE
ENTIRE GRADED ROADWAY RIGHT OF WAY. 6-1(4)
EROSION / TEMPORARY DUST CONTROL
DURING CONSTRUCTION, PREVENTIVE MEASURES SHALL BE USED TO
CONTROL FORESEEABLE DUST, EROSION OR SEDIMENTATION PROBLEMS WHICH
MAY ARISE AS THE JOB PROGRESSES.
DRAINAGE SYSTEMS AS SHOWN ON THE CONSTRUCTION PIANS SHALL BE
CONSTRUCTED AS EARLY AS PRACTICALLY POSSIBLE.
THE CONTRACTOR SHALL CONDUCT HIS GRADING OPERATIONS SO THAT
EXCAVATION, EMBANKMENT AND IMPORTED MATERIAL SHALL BE DAMPENED
WITH WATER DURING HIS GRADING OPERATIONS AT ALL TIMES.
4. WATER TRUCK AND/OR TEMPORARY SPRINKLERS SHALL BE AVAILABLE ON
THE JOB SITE AT ALL TIMES TO ENSURE BARE EARTH DOES NOT CREATE A
DUST PROBLEM.
5. TEMPORARY VEGETATIVE COVER SHALL BE PLANTED WITHIN A PERIOD OF 30
CALENDAR DAYS AFTER THE SITE HAS BEEN GRADED OR BARED OF
VEGETATION IF FINAL GRADING OR LANDSCAPING OF THE SITE WILL BE
SUSPENDED FOR MORE THAN 30 CALENDAR DAYS. TEMPORARY VEGETATIVE
COVER SHALL CONSIST OF 40 LBS. COMMON RYE GRASS SEED PER ACRE,
400 LBS. PER ACRE 10-10-10- OR EQUIVALENT FERTILIZER WORKED INTO
SEED BED BEFORE PLANTING. TEMPORARY SPRINKLER SYSTEM TO BE
INSTALLED CONCURRENTLY WITH ALL PLANTINGS. PLANTING AND MAINTENANCE
OF GRASS SHALL CONFORM TO THE "STANDARD SPECIFICATIONS FOR PUBLIC
WORKS CONSTRUCTION", SEPTEMBER 1986.
6. FUGITIVE DUST AND SOLID WASTE DISPOSAL DURING GRUBBING AND GRADING
ACTIVITIES SHALL MEET REQUIREMENTS OF ADMINISTRATIVE RULES, TITLE 11,
CHAPTER 60, AIR POLLUTION CONTROL AND CHAPTER 58, SOLID WASTE
MANAGEMENT CONTROL.
UIC - DRYWELL NOTE
SUBDIVIDER SHALL BE INFORMED THAT IF DRYWELLS ARE INCLUDED IN THE
SUBJECT SUBDIVISION IMPROVEMENTS, CHAPTER 23, UNDERGROUND
INJECTION CONTROL (UIC), ADMINISTRATIVE RULES, DEPARTMENT OF HEALTH,
PROHIBIT ANY PERSON FROM OPERATING, CONSTRUCTING OR MODIFYING AN
INJECTION WELL (DRYWELL) UNLESS AUTHORIZED BY A PERMIT ISSUED BY
THE DIRECTOR OF HEALTH, STATE OF HAWAII. FURTHERMORE, SHOULD
DEDICATION OF ROADWAYS INCLUDING DRYWELLS BE CONTEMPLATED, THE
DEPARTMENT OF PUBLIC WORKS WILL NOT APPROVE DEDICATION OF
ROADWAYS PRIOR TO COMPLIANCE WITH CHAPTER 23, UIC, ADMINISTRATIVE
RULES.
""O�. / (4)
GRADING NOTES
1. ALL GRADING WORK SHALL CONFORM TO CHAPTER 10 OF THE HAWAII COUNTY CODE. SHOULD A
GRADING PERMIT BE REQUIRED, NO WORK SHALL COMMENCE UNTIL THE DPW APPROVES A GRADING
PERMIT.
2. THE CONTRACTOR SHALL REMOVE ALL SILT AND DEBRIS DEPOSITED IN DRAINAGE FACILITIES.
ROADWAYS AND OTHER AREAS RESULTING FROM HIS WORK. THE COSTS INCURRED FOR ANY
NECESSARY REMEDIAL ACTION BY THE DPW SHALL BE PAYABLE BY THE CONTRACTOR.
THE CONTRACTOR, AT HIS OWN EXPENSE, SHALL KEEP THE PROJECT AND SURROUNDING AREAS
FREE FROM DUST NUISANCES. THE WORK SHALL BE IN CONFORMANCE WITH THE AIR POLLUTION
CONTROL RULES OF THE STATE DEPARTMENT OF HEALTH, HAIR 11-60.1, FUGITIVE DUST.
3. ALL GRADING OPERATIONS SHALL BE PERFORMED IN CONFORMANCE WITH THE APPLICABLE
PROVISIONS OF THE HAWAII ADMINISTRATIVE RULES, TITLE 11, CHAPTER 55, WATER POLLUTION
CONTROL AND CHAPTER 54, WATER QUALITY STANDARDS, AND TO THE EROSION AND
SEDIMENTATION CONTROL STANDARDS AND GUIDELINES OF THE DEPARTMENT OF PUBLIC WORKS,
COUNTY OF HAWAII.
4. THE CONTRACTOR SHALL SOD OR PLANT ALL SLOPES AND EXPOSED AREAS IMMEDIATELY AFTER THE
GRADING WORK HAS BEEN COMPLETED.
5. FILLS ON SLOPES STEEPER THAN 5:1 SHALL BE KEYED.
6. THE CONTRACTOR SHALL INFORM THE DPW OF THE LOCATION OF THE DISPOSAL AND/OR BORROW
SITE(S) REQUIRED FOR THIS PROJECT WHEN AN APPLICATION FOR A GRADING PERMIT IS MADE. TH-
DISPOSAL AND/OR BORROW SITE(S) MUST ALSO FULFILL THE REQUIREMENTS OF THE GRADING
ORDINANCE.
7. NO GRADING WORK SHALL BE DONE ON SATURDAYS, SUNDAYS AND HOLIDAYS ANYTIME WITHOUT
PRIOR APPROVAL FROM THE DPW. GRADING WORK ON NORMAL WORKING DAYS SHALL BE BETWEEN
THE HOURS OF 7:00 A.M. TO 3:30 P.M.
6. FILLS SHALL BE COMPACTED TO 90 PERCENT (90%) OF MAXIMUM DENSITY PER ASTM D-1557
TEST.
9. THE CONTRACTOR SHALL REMOVE ALL VEGETATION BEFORE THE PLACING OF FILLS ON A NATURAL
GROUND SURFACE.
10 THE CONTRACTOR SHALL OBTAIN A GRADING PERMIT TWO WEEKS PRIOR TO BEGINNING OF GRADING
WORK FROM THE DEPARTMENT OF PUBLIC WORKS. PERMIT SECTION. GRADING FEES SHALL BE PAID
BY THE CONTRACTOR.
11. THE LIMITS OF THE GRADED AREA SHALL BE FLAGGED BEFORE THE COMMENCEMENT OF GRADING
WORK.
12. THE CONTRACTOR SHALL CONFINE ALL HIS GRADING OPERATIONS WITHIN CONTRACT LIMITS AND
SHALL PROTECT EXISTING FEATURES CLOSE TO LIMITS.
13. SHOULD ANY UNIDENTIFIED SITES OR REMAINS SUCH AS ARTIFACTS, SHELL, BONE, OR CHARCOAL
DEPOSITS, HUMAN BURIALS, ROCK OR CORAL ALIGNMENTS, RAVINGS OR WALLS BE ENCOUNTERED,
WORK IN THE AFFECTED AREA SHALL CEASE, AND THE PLANNING DEPARTMENT AND THE OWNER'S
DESIGNATED REPRESENTATIVE IMMEDIATELY NOTIFIED. SUBSEQUENT WORK SHALL PROCEED UPON AN
ARCHAEOLOGIC CLEARANCE FROM THE PLANNING DEPARTMENT. THROUGH THE OWNER'S DESIGNATED
REPRESENTATIVE, WHEN IT FINDS THAT SUFFICIENT MITIGATIVE MEASURES HAVE BEEN TAKEN.
14. ALL STABILIZED SHOULDERS AND GRADED AREAS SHALL, IN ADDITION TO TEMPORARY EROSION
CONTROL, BE PLANTED WITH PERMANENT VEGETATIVE COVER ACCORDING TO THE FOLLOWING:
15.
A. PREPARATION OF PLANTING AREA SHALL BE IN ACCORDANCE TO SECTION 50 (STANDARD SPECS),
TOPSOIL SHALL BE NATIVE SOIL EXCAVATED FROM ROADWORK AMENDED AS REQUIRED BY THE
ENGINEER.
B. PERMANENT VEGETATIVE COVER SHALL CONSIST OF A MIXTURE OF 6 LBS. ANNUAL RYE GRASS AND
60 LBS. BUFFEL GRASS SEED PER ACRE. FERTILIZER TO BE DETERMINED AFTER THE CONTRACTOR
SUBMITS TOPSOIL SAMPLE FOR ANALYSIS.
C. PLANTING AND MAINTENANCE SHALL BE IN ACCORDANCE TO SECTION 50 (STANDARD SPECS).
TEMPORARY IRRIGATION SHALL BE INSTALLED AND MAINTAINED AS NECESSARY TO ESTABLISH PLANT
GROWTH FOR ACCEPTANCE.
D. CONTRACTOR SHALL PAY FOR ALL COSTS INCURRED FOR THIS WORK AND SHOULD INCLUDE THESE
COSTS IN PRICE BID. NO EXTRAS WILL BE CONSIDERED FOR MAINTENANCE PERIOD EXCEEDING 6
DAYS.
16. THE FOLLOWING QUANTITIES ARE PROVIDED FOR PERMIT PURPOSES ONLY. THE CONTRACTOR SHALL
BE RESPONSIBLE FOR DETERMINING HIS OWN QUANTITIES. ESTIMATED EARTHWORK QUANTITIES;
EXCAVATION - 60 CU. YDS
EMBANKMENT - 1,022 CU. YDS-� ���
IMPORT - 962 CU. YDS
AREA TO BE GRADED - .35 ACRES
ABBREVIATIONS
B.V.
BUTTERFLY VALVE
LT.
LEFT
REQ'D.
REQUIRED
CL.
CENTERLINE
MAX.
MAXIMUM
ROW
RIGHT OF WAY
CLR.
CLEAR
M.H.
MANHOLE
RT.
RIGHT
CONC.
CONCRETE
MIN.
MINIMUM
SHT.
SHEET
DET.
DETAIL
M.J.
MITER JOINT
S.S.
STAINLESS STEEI
DI.
DUCTILE IRON
MON.
MONUMENT
STA,
STATION
DIA.
DIAMETER
O.C.
ON CENTER
STD,
STANDARD
EL,
ELEVATION
0-S
OFF SET
T & B
TOP AND BOTTO
EP
EDGE OF PAVEMENT
P.C.
POINT ON CURVE
T.B.
THRUST BLOCK
EW
EACH WAY
P.I.
POINT OF INTERSECTION
THK.
THICK
F.H.
FIRE HYDRANT
PL.
PROPERTY LINE
TYP,
TYPICAL
G.V.
GATE VALVE
PT.
POINT
V.C.
VERTCIAL CURVE
HORIZ.
HORIZONTAL
RED.
REDUCER
W.W.M.
WELDED WIRE M
INV.
INVERT
REINF'D.
REINFORCED
75-5751 Kual..
Kailua-Kona,
(808) 334-03
r SEWER NOTES PER WASTEWATER DIV. OF DEPT. OF ENVIRONMENTAL MANAGEMENT, (REv. 12 02)
�'1. ALL CONSTRUCTION DETAILS AND SPECIFICATIONS NOT SHOWN ON THE PLANS SHALL CONFO+yM
TO THE STANDARD DETAILS FOR PUBLIC WORKS CONSTRUCTION, SEPTEMBER 1984, AND
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, SEPTEMBER 1986.
2. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR AND EQUIPMENT FOR ALL SEWER,
WORK WITHIN THE COUNTY'S RIGHT—OF—WAY.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INVESTIGATION, INSPECTION AND 1
VERIFICATION OF ALL EXISTING UTILITIES SUPPLEMENTED BY ACTUAL DIGGING IN THE FIELD IF
NECESSARY, TO DETERMINE THE ACTUAL LOCATION OF SUCH UTILITIES WITH THEIR BRANCH AND
SERVICE LINES, WHETHER INDICATED ON PLANS OR NOT.
4. THE CONTRACTOR SHALL BE REQUIRED TO TAKE OUT AND PAY FOR ALL NECESSARY PERMITS
AND LICENSES REQUIRED BY LOCAL ORDINANCES FOR THE PROSECUTION OF THIS WORK.
5, WORKMANSHIP SHALL BE FIRST CLASS. ALL WORK SHALL BE PERFORMED BY THE RESPECTIVE
TRADE PERSON IN ACCORDANCE WITH APPLICABLE COUNTY ORDINANCE AND STATE REGULATION.
6. THE CONTRACTOR SHALL NOTIFY THE WASTEWATER DIVISION (961-8338) AT LEAST FORTY—EIGHT
HOURS IN ADVANCE OF ANY WORK BEING DONE ON, OR ANY CONNECTIONS BEING MADE T0i
THE EXISTING COUNTY SEWER SYSTEM. INSPECTION SHALL BE PERFORMED BY AN AUTHORIZED
REPRESENTATIVE OF THE WASTEWATER DIVISION PRIOR TO BACKFILLING OR COVERING OF THE
WORK AND AFTER ALL THE PLUMBING WORK IN ACCORDANCE WITH THE PLUMBING PERMIT IS
COMPLETE WITHIN THE PARCEL.
7. THE CONTRACTOR SHALL REPAIR, AT THEIR OWN EXPENSE, ALL DAMAGES SUSTAINED DURIN
THE COURSE OF HIS WORK AND LEAVE COMPLETED WORK IN ITS ORIGINAL OR BETTER
CONDITION.
8. ALL DEBRIS RESULTING FROM THE SEWER CONSTRUCTION WORK SHALL NOT BE ALLOWED T
ENTER THE EXISTING SEWER SYSTEM. THE CONTRACTOR SHALL PROVIDE THE NECESSARY
BARRIERS AND COLLECTION DEVICES TO PREVENT DEBRIS FROM ENTERING THE SEWER. THE
CONTRACTOR SHALL FLUSH ALL NEWLY CONSTRUCTED SEWER PIPE BEFORE CONNECTION TO
THE EXISTING SEWER SYSTEM. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING A
DEBRIS THAT ENTERS THE EXISTING SEWER SYSTEM AS A RESULT OF THE CONSTRUCTION
WORK.
9. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE WASTEWATER DIVISION (961-8338) SHOULW
ANY EXISTING SEWER LINE BE DAMAGED. THE CONTRACTOR SHALL REPAIR THE SEWER LINE AND
ANY ROCKS OR DEBRIS THAT ENTERED THE SEWER SYSTEM SHALL BE PHYSICALLY REMOVEII
FROM THE SEWER TO THE SATISFACTION OF THE WASTEWATER DIVISION. THE WORK MAY
INCLUDE FLUSHING AND/OR USE OF A PIPE PIG.
10. BYPASSING OR SPILLING OF SEWAGE TO THE GROUND, DRAINAGE SYSTEM OR STATE WATERS�Is
PROHIBITED. THE CONTRACTOR SHALL PAY PENALTIES, INCLUDING LEGAL FEES AND OTHER
COSTS AS A RESULT OF THE BYPASS OR SPILL.
11. UNLESS OTHERWISE APPROVED OR NOTED, ALL SEWER PIPES AND FITTINGS SHALL BE PVC
SOR-26 BELL(s) AND SPIGOT, PIPE COUPLINGS SHALL BE WITH AN APPROVED SOLID BODY ,PVC
SLEEVE OR NON—SHEAR RUBBER COUPLING (DFW/HPI OR EQUAL). MATERIALS FOR CLASS B
PIPE BEDDING SHALL BE 3/ 4" AGGREGATE BASE COURSE PLACED IN SUCCESSIVE HORIZONTAL
LAYERS OF LOOSE MATERIAL NOT TO EXCEED 6" IN DEPTH, AND SHALL BE UNIFORMLY I
CONSOLIDATED TO 95 PERCENT MAXIMUM DRY DENSITY. COMPACTION TESTING FOR COMPLIANCE
SHALL BE ROUTINELY PERFORMED AND APPROVED BY THE INDEPENDENT TESTING AND QUALITY
CONTROL LABORATORY. ALL TEST RESULTS SHALL BE SUBMITTED TO THE ENGINEER FOR FINAL
ACCEPTANCE.
12. PVC SEWER PIPE CONNECTIONS TO NEW MANHOLES SHALL BE WITH AN APPROVED CAST -INS
MANHOLE PIPE ADAPTER (A-LOK, ECONOSEAL, OR APPROVED EQUAL). PVC SEWER PIPE
CONNECTIONS TO EXISTING MANHOLES SHALL BE WITH AN APPROVED MANHOLE PIPE ADAPTER
(A-LOK FIELD SLEEVE OR APPROVED EQUAL). WHEN PERMITTED BY THE ENGINEER, VITRIFIED
CLAY PIPE (VCP) SEWER CONNECTIONS TO NEW AND/OR EXISTING MANHOLES SHALL BE WITH A
SHORT, ONE -FOOT MAXIMUM, LENGTH OF VCP STUB TOGETHER WITH AN APPROVED RUBBER�
COUPLING (DFW/HPI OR EQUAL). RUBBER COUPLINGS SHALL HAVE PURE STAINLESS STEEL
STRAPS INCLUDING TIGHTENING SCREWS.
13. DROP MANHOLES AND MANHOLES WITH SEWER MAIN PIPE LINES LARGER THAN OR EQUAL TO
12 -INCHES SHALL BE LINED WITH A PVC LINER (DURA -PLATE LINER OR EQUAL).
14. THE ANGLE BETWEEN THE INLET AND OUTLET SEWERS SHALL BE A MINIMUM OF 90 DEGREES.
NEW AND EXISTING MANHOLE BASE SECTIONS SHALL BE CHANNELED AS NECESSARY. C1AfjNELLq
SHALL PROVIDE A SMOOTH TRANSITION BETWEEN INLET AND OUTLET SEWERS. .. c
15. UNLESS OTHERWISE APPROVED OR NOTED, ALL MANHOLES SHALL BE PROVIDED "ECCENTRIC
CONE SECTIONS WITH TYPE SA FRAMES AND COVERS (STD. DETAIL S-22); ALL MANHOLES SS
THAN 5'-0" DEEP SHALL BE PROVIDED 22 -INCH "CONCENTRIC" CONE SECTIONS WITH TYPEISB
FRAMES AND COVERS (STD. DETAIL S-21).
16. ALL LATERAL CONNECTIONS TO THE SEWER MAIN SHALL BE MADE WITH A WYE FITTING ROTATED
45 DEGREES ABOVE THE SEWER SPRING LINE.
7. WHEN PERMITTED BY THE ENGINEER, SEWER LATERAL CONNECTIONS TO AN EXISTING VCP OR
PVC SEWER SHALL BE MADE WITH A WYE CONFIGURED FLEXIBLE SADDLE (DFW/HPI, OR
APPROVED EQUAL) ROTATED 45 DEGREES ABOVE THE SEWER SPRING LINE. THE SEWER MAIN
PIPE SADDLE ENTRY SHALL BE NEATLY CORED (SAW CUT).
8. WHEN PERMITTED BY THE ENGINEER, SEWER LATERAL CONNECTIONS TO EXISTING RCP SEWER
MAIN PIPE LINES SHALL BE MADE WITH A TEE CONFIGURED PIPE SADDLE ROTATED 45 DEGREES
ABOVE THE SEWER SPRING LINE, THE SEWER LATERAL ENTRY SHALL BE;CORE DRILLED
PERPENDICULAR TO THE SEWER PIPE WALL. CORED SURFACE AND ANY DAMAGED INTERNAL WIPE
SURFACE SHALL BE COATED WITH AN APPROVED COAL TAR EPDXY (KOP.COAT, BITUMASTIC
300M, OR APPROVED EQUAL). A TOTAL MINIMUM DRY FILM THICKNESS OF 24-28 MILS SHAILL
BE ACHIEVED IN TWO (2) COATS APPLIED IN ACCORDANCE WITH THE MANUFACTURE
RECOMMENDATIONS.
I
19. THE SEWER LATERAL SADDLE CONNECTION AND CORED SEWER MAIN PIPE ENTRY SHALL PROVIDE
A SMOOTH AND UNOBSTRUCTED FLOW AREA. THE SEWER SADDLE SHALL COMPLETELY OVERLAY
THE CORED ENTRY AREA ON THE MAIN SEWER PIPE. THE SEWER SADDLE SHALL BE SECURED
TO THE MAIN SEWER PIPE WITH STAINLESS STEEL STRAPS AND JACKETED WITH CLASS B
REINFORCED CONCRETE. THE REINFORCED CONCRETE JACKET SHALL COMPLETELY ENCASE Th E
EXISTING MAIN SEWER PIPE, BE A MINIMUM 6 -INCHES THICK AND EXTEND A MINIMUM OF
6 -INCHES BEYOND THE SEWER SADDLE IN BOTH DIRECTIONS ALONG THE EXISTING SEWER PIPE.
Z0. THE CLEANOUT SHALL BE LOCATED WITHIN THE COUNTY RIGHT-OF-WAY WITHIN ONE -FOOT OF
THE PROPERTY LINE. THE CLEANOUT SHALL BE EASILY ACCESSIBLE (I.E., NOT BE BURIED OR
LOCATED UNDER OR CLOSE TO ROCK WALLS, FENCES OR OTHER OBSTRUCTIONS). IF THE
CLEANOUT IS DETERMINED INACCESSIBLE, IT SHALL BE RELOCATED AT THE CONTRACTOR'S
EXPENSE. THE CLEANOUT SHALL BE OF THE SAME MATERIAL AND DIAMETER (TYPICAL, 6 -INCH)
AS THAT OF THE SEWER LATERAL PROVIDED. THE CLEANOUT SHALL BE PROVIDED A BRASS
COUNTERSUNK PLUG AND AN 18"X18"X8" CLASS 8 CONCRETE COLLAR REINFORCED WITH 1-#3
REINFORCEMENT STEEL LOOP. THE CLEANOUT SUBJECT TO VEHICULAR OR ABNORMAL LOADING
SHALL BE PROVIDED A TRAFFIC RATED FRAME/COVER (MODEL SBF 1246 W, MANUFACTURED BY
TCHER ENGINEERING LLP
Ste. 106
740
Consulting Civil Engineers
Construction Managers
REVISIONS
DATE APPROVU
REVISE SEWER do WATER
NOTES_ 1/29/2003
10 N
6q
C
SOUTH BAY FOUNDRY, OR APPROVED EQUAL) INSTALLED TO GRADE WITH AN 24"X24"X8" CLASS
B CONCRETE COLLAR REINFORCED WITH 1-#3 REINFORCEMENT STEEL LOOP. SEE CLEANOUT
DETAILS.
21. SEWER MANHOLES LOCATED IN UNPAVED AREAS SHALL BE PROVIDED A CONCRETE COLLAR. THE
CONCRETE COLLAR SHALL BE CLASS "B" CONCRETE REINFORCED WITH 1-#3 REINFORCEMENT
STEEL LOOP. THE CONCRETE COLLAR SHALL BE 42"X42"X6" FOR TYPE SA FRAMES, 54"X54"X6"
FOR TYPE SB FRAMES.
22. UNLESS OTHERWISE NOTED AND LOCATIONS DETAILED ON APPROVED PLANS, CONCRETE
JACKETING OF NEW AND OR EXISTING SEWER MAINS AND LATERALS SHALL NOT BE PERMITTED.
23. PRIVATE DEVELOPMENTS FOR DEDICATION TO THE COUNTY OF HAWAII, SHALL BE INSPECTED AND
CERTIFIED BY AN INDEPENDENT LICENSED ENGINEER REGISTERED IN HAWAII FOR COMPLIANCE
WITH APPROVED PLANS, SPECIFICATIONS (STANDARD SPECIFICATIONS AND DETAILS FOR PUBLIC
WORKS CONSTRUCTION) AND APPLICABLE DOCUMENTS. PRIOR TO CONSTRUCTION, SUBMIT TO
THE WASTEWATER DIVISION THE NAME, AFFILIATION, ADDRESS AND PHONE NUMBER OF THE
PROJECT ENGINEER/INSPECTOR REPRESENTING THE OWNER FOR THIS PURPOSE.
24. UPON THE COMPLETION OF THE PROJECT, SUBMIT DOCUMENTATION CERTIFIED BY A
INDEPENDENT PROFESSIONAL LAND SURVEYOR DULY REGISTERED WITH THE HAWAII BOARD OF
REGISTRATION FOR PROFESSIONAL ENGINEERS, ARCHITECTS, LAND SURVEYORS AND LANDSCAPE
ARCHITECTS ATTESTING TO THE LOCATION AND ELEVATION OF ALL SEWER MANHOLES, SEWER
LATERALS, CLEANOUTS AND ALL OTHER MAJOR COMPONENTS OF THE WASTEWATER COLLECTION
SYSTEM AND AS SHOWN ON "AS BUILT" PLANS,
25. UPON COMPLETION OF THE PROJECT, DELIVER TO THE WASTEWATER DIVISION ALL
TESTING/RE-TESTING DATA (I.E. SOIL COMPACTION, LEAKAGE, MANDREL ETC.); ONE (1) SET OF
FULL SIZE "AS BUILT" PLANS (VELLUM OR MYLAR) INDICATING THE PROPERTY TMK NUMBER
AND THE LOCATION AND DEPTH OF THE SEWER LATERAL IN RELATION TO THE PROPERTY
BOUNDARY PINS AND EXISTING GROUND SURFACE; ONE (1) SET OF 8-1/2" X 11" PLOT PLANS
FOR EACH PROPERTY PARCEL OR LOT INDICATING THE SAME INFORMATION.
WATERLINE NOTES 1/29/2002
1. ALL WORK SHALL CONFORM TO THE "WATER SYSTEM STANDARDS', STATE OF HAWAII, DATED 2002,
AS AMENDED.
2. THE CONTRACTOR SHALL INFORM THE D.W.S. ENGINEER 72 HOURS PRIOR TO THE BEGINNING OF
ANY WATERLINE WORK AND TWO WEEKS PRIOR TO ANY CONNECTION, CHLORINATION, SHUT-OFF OR
RELOCATION WORK.
3. ALL CONNECTIONS TO EXISTING WATERLINES SHALL BE DONE BY THE D.W.S. CONTRACTOR SHALL
PERFORM ALL EXCAVATION, BACKFILL, ROAD REPAIR, TRAFFIC CONTROL, AND PROVIDE EQUIPMENT
NECESSARY TO COMPLETE THE CONNECTION.
4. ALL EXISTING WATERLINES, WATERLINE APPURTENANCES, AND OTHER UTILITIES SHOWN ON THE
PLANS ARE OBTAINED FROM THE LATEST RELIABLE SOURCES. THE CONTRACTOR SHALL BE
RESPONSIBLE TO VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES IN THE FIELD WHETHER
SHOWN ON THE PLAN OR NOT, AND SHALL BEAR ALL COST FOR DAMAGES DONE DURING THE
CONTRACT PERIOD.
5. WHERE WATER SHUT-OFF OF MORE THAN 3 HOURS BECOMES NECESSARY, THE CONTRACTOR, AT
HIS OWN COST SHALL PROVIDE A TEMPORARY BY-PASS LINE. THE BY PASS SIZE SHALL BE
DETERMINED BY THE D.W.S. ENGINEER. IF NECESSARY, THE D.W.S. ENGINEER MAY REQUIRE A
BY-PASS LINE, REGARDLESS OF THE EXPECTED WATER SHUT-OFF PERIOD.
6. MINIMUM HORIZONTAL CLEARANCE BETWEEN WATERLINES AND OTHER UTILITIES SHALL BE 8 FEET
UNLESS OTHERWISE SPECIFIED. MINIMUM VERTICAL CLEARANCE BETWEEN WATERLINE AND OTHER
UTILITIES SHALL BE 12' PROVIDED CONCRETE JACKETS ARE USED AND 18" IF NO CONCRETE
JACKETS ARE USED. IN ALL INSTANCES. THE WATERLINES SHALL BE AT A GRADE HIGHER THAN
OTHER UTILITIES.
V 7. ALL FITTINGS (CLASS 250) AND ALL GATE VALVES (CLASS 200) SHALL BE DUCTILE IRON, WITH
MECHANICAL JOINTS UNLESS OTHERWISE SPECIFIED. BUTTERFLY VALVES SHALL BE CLASS 250 WITH
EPDXY COATED INTERIOR UNLESS OTHERWISE SPECIFIED.
' B. ALL PIPELINES 4" AND LARGER SHALL BE DUCTILE IRON, PUSH -ON JOINT, CLASS 52. ALL PIPE
LESS THAN 4" IN DIAMETER SHALL BE TYPE "K" SOFT COPPER TUBING, WITH BRASS FITTINGS,
9. THE WATERLINE SHALL BE TESTED IN THE PRESENCE OF A D.W.S. REPRESENTATIVE. TEST PRESSURE
SHALL BE 225 PSI AT THE LOW POINT OR 1-1/2 TIMES THE STATIC PRESSURE, WHICHEVER IS r
GREATER.
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
CHLORINATION OF THE
WATER SYSTEM AND
SHALL BEAR ALL COST. THE PERSONS ENGAGED TO
DO
THE CHLORINATION
WORK MUST BE
LICENSED BY THE STATE OF HAWAII AND APPROVED
BY
THE DEPARTMENT OF HEALTH.
1. EXISTING WATER SERVICES SHALL REMAIN OPERABLE
AT
ALL TIMES, EXCEPT
WHEN CONNECTING TO
THE NEW WATER SYSTEM.
12. ALL EXISTING SERVICE LATERALS SHALL BE PROTECTED
IN PLACE PRIOR TO
THE START OF
CONSTRUCTION.
3. THE SERVICE LATERAL SHALL BE LOCATED BY THE CONTRACTOR.
4. THE D.W.S. WILL NOT ASSUME OWNERSHIP OF NOR GRANT ANY WATER SERVICE TO THE SUBDIVISIO
UNTIL THE SUBDIVISION WATER SYSTEM IS DEDICATED TO THE D.W.S. ALONG WITH ALL NECESSARY
EASEMENTS AND DOCUMENTS.
5. ALL PAVEMENT CUTS TO BE SAW CUT.
6. SOLDER AND FLUX SHALL CONTAIN NOT MORE THAN 0.2 PERCENT LEAD.
7, PIPE CUSHION MATERIAL FOR COPPER PIPES SHALL BE #4 FINE MANUFACTURED SAND, AS
SPECIFIED IN THE WATER SYSTEMS STANDARDS, SECTION 209.028.
8. 4' x 4' x 4" REINFORCED CONCRETE SLAB FOR FIRE HYDRANT SHALL BE REINFORCED WITH
6x6x10/10 WELDED WIRE FABRIC.
9. SERVICE LATERAL(S) SHALL BE FLUSHED BY THE CONTRACTOR UNDER D.W.S. SUPERVISION.
0, INSTALL DEPARTMENT OF WATER SUPPLY APPROVED REDUCED PRESSURE PRINCIPAL TYPE
BACKFLOW PREVENTION ASSEMBLY (ABOVE GROUND ON PRIVATE PROPERTY) AS CLOSE TO THE
METER AS POSSIBLE, PER WATER SYSTEM STANDARDS DETAIL V-9. NO TAPS OR CONNECTIONS
ARE ALLOWED BETWEEN THE METER AND BACKFLOW PREVENTION ASSEMBLY. TESTING REQUIREMEN'
IS ONCE PER YEAR.
'1.
THE OWNER SHALL MAKE PROVISIONS FOR THOSE TIMES WHEN THE ASSEMBLY IS BEING TESTED,
REPAIRED, OR MAINTAINED.
',ONSTRUCTION NOTES - SOLID WASTE
ALL WASTES GENERATED BY CONSTRUCTION INCLUDING GRUBBING EXCESS AND SUITABLE
EXCAVATION MATERIAL IS PROHIBITED AT THE KAILUA LANDFILL AND ALL TRANSFER STATIONS
ISLAND—WIDE. CONSTRUCTION WASTES MAY BE BROUGHT TO THE PUUANAHULU LANDFILL.
THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL NECESSARY LABOR, EQUIPMENT
MATERIALS AND SUPPLIES TO PROPERLY LANDFILL HIS WASTE.
DT 81 & 82 KALAWA ST.
GRADING & SEWER PLAN
NOTES & ABBREVIATIONS
)ENIS\KALAWA ST\G-1.DWG
SHEET
G-1
2 OF 4
Portion of TMK: (3) 7-5-22:38 & 39
Job/ 410-01-02 DATE: 1
GI CN.
I �-
I �
Ex SEWER MANHOLE
y -
NOTE:
INVERT ELEV.-46.40' ABOVE MEAN SEA LEVEL. (CONTROL POINT)
RIM ELEV.-51.15
CONC
THIS SIDE OF STREET SERVED BY SEWER IN' KUAKINI HWY. STA 3+20 0 S 18 RT
INSTALL SSCO
'COR LOT A- I' STA 3+00 0 S 8' RT INV 57.44 SA
FOUND MAG NAIL CONST. SEWER MANHOLE AN
FIRF HVTIRANT ON CONCRETE PAD I i
' I CWL'Vf•_rNVCU. Of1
� � � � � fP
STA 0+10.00 0 S 18' RT INSTALL 30OLF STA 2+60 0 S 18' RT
I I INSTALL SSCO, SEE DT"s C- B" DIP SEWER UNE INSTALL SSCO INSTALL 1-1/2" TYPE A
(( I OPTIONAL SL LOCATION 22J2SEE DTL's C-1 FOUND 1/2'0WATER SERVICE LATERAL
I� ( INSTALL SSCO 1 ( STA 3+00 0 S 18' RT
1 STA 0+56.62 0 S 18' RT SEE DTL's C-1 1 FOUND 1/2'o PIPE 1 INSTALL SSCO
T 87 I INSTALL s C— LOT 85 LOT 84 INV 57.28 °jse
SEE DTL's C-1
RM 7,500 43 PEOPLE 24
COMMERCIALBUSINESS
PEOPLE 7'500 SF CHAINUNK FENCE
i
LOT 86 MED DEN 250 cpa 140 cpa LOT 83
Ex SEWER LINE RM 7,500 SF
GROUND SECTION_ 51DEWALK SECTION 43 PEOPLE
SEE6PLAN TYPICAL
FOR AND EASEMENT te' MED DEN 250 cpa ems'
EXCEPTIONS eRAss nuc COUNTER SUNA
IN 3 4 CHAAV[R• NSTALL TRAPPIC RATED PRAM[ AND C-11 CI
ISC[ 7RAPNC
FG
MATCH EXIST GROUND RATED P E AND COVER DETAIL N
i
• \`;,��, 4' MIN, GONG.
7:77777i �+ MORTAR
GROUT SOUD m JOINTS = 4- MIN. BASE41
ALL VOIDS RECESSED� o � I e•.I e•.e• rnR —�; a[ANOur
o O1�'I �Ic'c CONSTRUCT CRM WALL
5 m 1 e cx AS REQUIRED
rn h
CONSTRUCT CRM WALL
AS REQUIRED
12� 12 1 w
I0 ND. pI srR[ET ELBOW Lx Lxftw.
A f.7 N.obM ASA
S' DIA. ABS WEEPS c.c.swtt F.F. 6200 �� I F.F.
O 10' O.C. 9 � zA a
5LOPE c III G BZNNO
N h m y, REWIRED
m FG OR AC INVERT ELEV. RM `7h500 SF 1 RM 7,500 SIF
ni SEE PLAN = - G; (,_'.. eb
...........
1.0 S0. FT. n• PLuc
/ 43 PEOPLE 43 PEOP
3/4' ,RAVEL __.:........ s,4 INCR[ti5[RJ 6. MAIN DCn O 6 EN '250 cFa MED DE 0 cp0
'...
ROTATE 4120WAL P ��CO
} FABRIC FlLTER 10 uNl[55 OEGrED 5EWER MAIN 6Z _ � �l� ���_ i5�' ELEVATIONS TO MEAN SEA LEVEL
62.50'_ 6250'_
+ DIA►AL._� ON
0 20 40
:K (TYPICAL)
I� VARIES I 12-I� N 3 NOTE: ME: 1' = 20'
1. 5EE 5EWER CONSTRUCTION PLAN5 FOR LENGTH AND ELEVATION OF LATERAL.
NOTE: ALL ROCK USED IN WALLS TO BE CLEAN,
FREE OF LOOSE MATERIAL AND DIRT I IKA LAWA S T .
COUNTY OF IiAWAII Fir I STANDARD
... ..--.. ._.._.. ...... __. ._.._ --Inl nrav nl -1. I -1.. _
I.
i I
7
i
v
I
I J
D/S 8' RT
MER MANHOLE
E'8" PIPE
WATER..VALVE BOXES 1 \
WATER 96MOLES
f m
OI
1
5+00 5+50-I�--6-+.F00 -
- ----� - - ... - —� - - - I _ Ex SEWER W
AWA STREET
WATER VALVE BOXES I
I
LOT 79
COMMERCIAL BUSINESS 15,546 SF I
�n ornd r
OUNp
nerx
eAMglf 4Imm DMT. AC.
COAT fTOOR TO xDAp,VAr
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4. 0,15E COLI
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• eueoAx cDlxcx .
rl
!:Y
TABU 151
51=3
MATT CM
�y ��Z �`i`i•;i.' ' ... r
•: •�. / I'�jI
�..:'�(.
x, '�`j Y'I
„
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NAND'•xIOV[LM9COMi
M' TnOUT FiR DENUCNON
1`T r
J` .� , .. ��....4� ..';rte `�. jTy�yyc ••:�i.',�::
INIIT rm oAa uZONE
� I
YAWING WALL DETAIL '"•a...: Is al
.v
0 1
W,
� T F -i r t �'
DRYWELL DETAIL~
41
LOT 81 & 82 KALAWA ST.
V ITCHER ENGINEERING ILP II� - GRADING & SEWER PLAN
L PLAN AND PRO
- C -I CBJ
ru
80
75
70
65
60
55
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DRYWELL DETAIL
N?S. SN-S-S.OMG
LOT 81 & 82 KALAWA ST. S""i
GRADING & SEWER PLAN C- 1
PLAN AND PROFILE v3 � ,
Pollan of WK- (3) f-5-22'..18 B 39
�'Llftt 14t
IMIL
P(DuMr.Nu arv[e
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.
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80
75
70
65
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wg TE wOe ryT5
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DRYWELL DETAIL
N?S. SN-S-S.OMG
LOT 81 & 82 KALAWA ST. S""i
GRADING & SEWER PLAN C- 1
PLAN AND PROFILE v3 � ,
Pollan of WK- (3) f-5-22'..18 B 39
GENERAL NOTES FOR TRAFFIC CONTROL PLAN
1 WE PERMITTEE SHALL NINE MNM ADJUSTMENTS A. mIERYcnpJS, DRIVEWAYS , BNOQS.
STRUCTURES, ETC.. TO M FIELD CONDITIONS
] CONES M DELERA1.1 SHALL BE EMTENDED TO A PONT ."I TEES AND Np9EE TO
PPROACHING NREM
I TRAFFIC CONTROL DEVICES SHAU BE INSTALLED SUCH MAT THE SON M DEVICE FAPTHCSI
FEW THE PLI M BE AREA SHAvuCEO FIRST THE GONERS SMALL HIM BE PLACEDPaDNISLVAELr TowwD END woax AREA
N REdllAiMr AND wMrvNG SIGNS MOAN EFE CONSTRUCTION DONE THAT ARE IN UEFum
WIN LED TRAM[ CONTROL PLANS SMALL BE READIED N COVERED ALL AWS SHAT, BE
RESTORED UPON COMPLETION OF ME WJRN
5. FLAGGERS ANTI POKE OM£aS SPALL BE IN SIONT O EACH OTHER PER IN DIRECT
cMMUWCATION AT ALL .IS
6. WHEN REWIRED Bi ME ISSUING OFFICE. ME PCRMITTEE SHALL NOTICE A FLASHED AMM%
SIWAL AS SEOWN W THE TRAFFIC CONTROL PLANS.
1 SECA SPAON4S (L), TAPER LENGTHS (T) AND SPACINGS OF CONES GR DEUNEATCRS STALL BE
AS SHOWN IN TABLE 1, UNLESS OTHEEMSE NOTED M THD TRAFFIC CONTROL Puxs
B. ALL TRAFFIC LANES SHALL BE A MNNIIIUM OF IS FEET MOE
I ALL CONSTRUCTION WARNING SCNS SHALL BE PRWPRv HEADSET Cl CHEERED MIENEEEP
THE AESSAQ IS NOT AWUCABLE . NOI IN USE.
ID END BROWSE OF ALL SIMS USED FOR ENDEMIC CONTROL SHALL BE APPROPRIAREY c0KRET
TO PRECLUDE ME a59ur OF IxAPPUCADEE LGN MESSAGES (LE. MIEN SIMS HAVE
MESSA({S ON BOTH IACES).
H AT ""END OF EACH DAYS ASPIRIN OR AS SOCK AS ME WORN 15COMPLETED. THE PEEMIFUU
SHALL REMOVE ALL TRAmc CONTROL DEVICES NO LONOER NEEDED TO PERMIT MEE INT
SAFE PASSAGE OL PUBLIC TRAFFIC. REMOVAL SMALL BE IN THE REVERSE OPEN OF
INST.ELLATIM
II PERMI.NMT PAVEMENT MARNMGS AND TRAFFIC SIONS SHALL CSM TI
BE REPLAD UPM
CWPLETM O EACH PHASE O AUSEE
LEGEND NO2s
vcxs irnrviNQ SAN, RUMBb m. SEED WT EF D BEN ma¢ A.
O
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,� .,-L ( A)
WORK WfTHIN COUNTY RIGHT OF WAY NOTES
1 ALL WORK SH BE DONE IN ACCORDANCE WITH THE COUNTY OF HAWAII
DEPARTMENT OF PUBLIC WORKS 'STANDARD DOMES FOR PUBLIC WORKS
CONSTRUCTION', DATED SEPTEMBER, 198A AND `STANDARD SPECIFICATIONS
FOR PUBLIC WORKS CONSTRUCTORS. DATED SEPTEMBER. 1986.
2. THE CONTRACTOR S1MLL VERIFY THE LOCATION OF ALL MISTING UTWTES,
WHETHER SHOWN ON THE PLAIN OR NOT, AND SHAu BE RESPONSIBLE FOR THE
REPAIR OR REPLACEMENT OF SAME IN THE EKM OF DAMAGES DUE TO HIS
CONSTRUCTION PRACTICES, THE CONiFM:TOF S1V1L COORDINATE HIS WORK WOY
THE RESPECTNE MLITY COMPNNES.
3 THE CONTRACTOR SHAUL PRESALE AND INSTALL ALL TRA`fIC CONTROL
pEY10ES 1N LOKiIXiMANG[ WITH THE CURRENT EDITION OF THE 'MAG. ON
LWIFIXW TRAFFEC CONTROL DEVICES FIXE STREETS AND HIGHWAYS ANY AS
gRECTEp SY THE CHEF ENGINEER.
♦. THE CONTRACTOR SHLLL ARTERY THE DEPARTMENT OF PUBLIC WORKS AS HOURS
BEFORE THE COMMENCEMENT OF ANY UNURY LINE WORK TO SCHEMES A FIELD
REVIEW AND SECURE APPROVAL OF THE PROPOSED UTILITY UNE LOCATION WITHIN
TRE WIMiY RMMT-OF-MAY
5. THE PROPOSED MUtt LINE LOCATION SHALL BE VAD OUT IN THE FIELD
PRIOR TO THE CONDUCTING OF THE MELD RFAEW BY THE DEPARTMENT OF
PUBLIC WORKS,
6 FIELD ADXISIMEMiS SXALL BE MADE AS DIRECTED BY THE DEPARTMENT OF
PUBLIC WORMS PRIOR TO THE COMMENCEMENT OF ANY UTLRY LINE WORK
I THE REQUIRED PERMIT, UNDER CHAPTER 22. MTCLE 3, SECTION 22-44 OF
THE AWMI COUNTY CODE, SWLL BE OBTAINED FROM UHE GEPR MENYT OF
PUBLIC WORKS BY THE COHRRACIM FOR WORK WITHIN THE COKI
RIGHT-OF-WAY,
8. THE CQRRAC SiWL POSTAGE AT (LAST ONE (1) UNE FOR TRAFFIC
MOVEMENT AT NL TIMES. TWO (2) LANES FOR TRAFFIC MOVEMENT SHALL
BE ENGAGED BETWEEN THE HOURS OF 3:30 P.M. TO 8'.30 AM.
9 THE EUIISTING PAVEMENT SHALL BE SAW -CUT BEFORE COMMENCEMENT OF
TRENCHNNC WORK.
10, ANY PAVEMENT WISIDE THE CONTRACT ZONE LINTER DAMAGED AS A RESULT
OF CONSTRUCTION OPERATIONS SMALL BE RESTORED TO TS ORIGIAL, OR
BETTER, CONDFRDN, AS EXPECTED M THE CHIEF ENQNEER.
I1. A TEINDRARY COLD MIX PATCH SIM1L BE APPLIED IMMEONTELT UPON
COMPLETION OF MCNFIWNG OPERATION AND SHALL BE MAINTAINED UNTIL A
PERMANENT PATCH IS AUTHORIZED BY THE DEPARTMENT OF PUBLIC WORKS.
12. HE MATERML EXCEPT FOR THE TRENCH EXCAVATED NATERML. SHALL BE
STOCKPILED CLOSER THAN SII (6) FEET FROM THE EXISTING EDGE OF
PAVEMENT.
13. NO CONSRRUCTpN EQUIPMENT SHAH BE PARKED WITHIN ME NORAD RIGHT-OF-
WAY IN SUCH A MANNER THAT THE EQUIPMENT 'ALL OBSTRUCT THE NORMAL
MOVEMENT AND SIGHT DISTANCE OF THE ORMNG MOTORIST, "CUT DURING
ACTUAL WORKING HOURS,
14. EXCEPT WRING ACTLML WORKING HOURS. ALL SIGNS "CH 00 NOT PERTAIN
TO INE CONSIRUCn N ACTNTI, SUCH A 'MEN WORKING' AND 'FlAGAN AHEM'
SHALL BE CONNERED OR WD DOWN. HOWEVER. ALL SIGNS NECESSARY FOR
ME SATIETY OF THE PUBLIC SHALL BE MNNTMNED.
15 ANY PAVEMENT MARKINGS, STRUCTURES. AND APPURTENVVCES DAMAGED BY THE
WATERUNE INSTALLATION SHALL SE REPAINTED OR RECONSTRUCTED AS DIRECTED
BY THE CHIEF ENGINEER.
16. NO TRENCHING SHALL BE LEFT OPEN FOR MORE THAN FIVE (5) WORKING
DAYS.
V SHOULL TRENCHING OCCUR 1HRWGH AN E'GSTING SIDEXPAN OR SNOULO
DAMAGES OCCUR TO THE 510EWKK AS A RESULT CE TRENCHING, THE FOUOWING
PROCEDURE SHALL BE UCUZEO TO REPAIR THE SMWRAU,'
A ALL PORTLAND CEMENT CONCRETE TO BE REMOrED SHALL FIRST BE CUT
CUTS SHALL BE MALE TO
THE EXPOSED EDGES OF THE SLAB LEFT M PIACE,
8. IF ANY BLOCK IS TOUCHED. THE WHOLE BLOCK SNAL. BE REMOKED AND
LATER REPLACED, UARSSS MAKER VNaADaN 6 AUfHORUED BY THE
CHIEF ENGINEER OR HIS REPRESEITATNE.
C ANY OAMAGES TC ADJACENT AREAS DUE TO SETTLEMENT OR TO ANY OTHER
EFFECTS WHATSOEVER CAUSED BY THE TRENCH CONSTRUCTION SWJ.L BE
PROPERLY R -PAIRED AND CgiRECTED.
0 ALL OTHER INCIOEMAL WURI( SHALL BE SATISFACFO.%LY PERFORMED TO
EFFECT THE PROPER RESTORATION OF THE SNIEWALK AREA
IS THE PERMITTEE SENLL EWMNN. TO THE SAMFACTKH OF THE DEPARTMENT
Of PUBLIC WORKS, THE AREA WORKED WITHIN THE GOVERNMENT REGM-OF-WAY
INCWpNG ANY RUANtS TO PAVEMENT AND SHOULDER DAMAGE AS A RESULT OF
THE INSTALLATION WORK. FOR A PERM OF OBE (I) YEAR FROM THE DATE OF
FINAL INSPECIKN. AS NDTED BY THE DEPARTMENT OF PUBIC WORKS, THE
PERMCTEE SFM,LL UNDERTAKE REPAIRS EXPEDITIOUSLY. WHENEVER DIRECTED
BY THE CHIEF ENGINEER SUMAC THE MNNRNAACE PERIOD
n ®mv�rtWRTM lra
>�
SAV WITCHER ENGINEERING LLP
C �J 5-5951 K. H. Nw Ste 108 Dn9Wbng Cio Engineers
D 75 -57 -Kona, Hawaii 9SO, ..)LIF uchon Managers
sdATERW onT (BOB) 334-0322
STANDARD TRAFFIC NOTES REVISED. OCTOBER_ 9, 2000
1. ALL TRAFFIC SIGNS AND PAVEMENT MARKINGS SHALL CONFORM TO THE
LATEST EDITION OF THE 'MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES',
AS AMENDED, AND APPUCABLE SECTIONS OF PART V OF THE 'STANDARD
DETAILS FOR PUBLIC WORKS CONSTRUCTION; GATED SEPTEMBER 1984, AND
THE 'HAWAII STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
CONSTRUC➢016' 1994 EDITION, UNLESS OTHERWISE SPECIFIED ON THE
PLANS, SPECIFICATIONS. OR THE STANDARD TRAFFIC NOTES.
2 THE CONTRACTION SHALL INSTALL PERMANENT OR TEMPORARY PAVEMENT
MARKERS, STRIPING AND MARKINGS AS REQUIRED BY SECTION 629 OF THE
'HAWAII STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION,'
1994 EDITION. THE TEMPORARY STRIPING MUST BE INSTALLED AS CLOSE AS
POSSIBLE TO THE FINAL LOCATION TO ENSURE PROPER LANE WIDTHS AND
SAFE FLOW OF TRAFFIC.
3. THE CONTRACTOR SHALL INFORM THE TRAFFIC DIVISION AT LEAST SIX (6)
WORKING DAYS PRIOR TO ANY WORK ON PAVEMENT MARKING OPERATIONS
AND/OR SIGN INSTALLATIONS TD SCHEDULE A REVIEW AND APPROVAL OF
THE STRIPING AND/CR SIGNING PLANS.
4. THE APPROVED STRIPING PLAN SHALL BE LAYED OUT USING THINNED -OUT
PAINT OR OTHER APPROvED DEVICE. FIELD ADJUSTMENTS SHALL BE MADE
AS DIRECTED BY THE ENGINEER BEFORE THE FINAL MARKINGS ARE APPLIED.
S. ALL PAVEMENT MARKINGS THAT BECOME INAPPLICABLE SHALL BE REMOVED
BY THE CONTRACTOR AT HIS OWN EXPENSE. REMOVAL SHALL BE BY
'SAND -BUSTING' OR BY OTHER METHODS APPROVED BY THE ENGINEER
BEFORE THE NEW PAVEMENT MARKINGS ARE APPLIED,
R. PAVEMENT STRIPING FOR ALL CROSSWALKS, STOPUNES, PAVEMENT ARROWS,
PAVEMENT ALPHABETS, AND PAVEMENT SYMBOLS SHALL BE WITH TYPE If
PREFORMED PAVEMENT MARKING TAPE. ANO OR AN EQUAL PAVEMENT
MARKING TAPE THAT IS APPROVED BY THE TRAFFIC DIASON.
7. PAVEMENT STRIPING OTHER THAN FOR CROSSWALKS, STOPLINES, PAVEMENT
ARROWS, PAVEMENT ALPHABETS, AND PAVEMENT SYMBOLS SHALL BE WITH
PRE -MIXED REFLECTORIZED OIL-BASED LEAD-FREE TRAFFIC PAINTS WHICH
HAVE BEEN TESTED AND PRE -APPROVED BY THE COUNTY OF HAWAII. ONLY
THE FOLLOWING TRAFFIC PAINTS HAVE BEEN TESTED AND PRE -APPROVED
BY THE COUNTY OF HAWAII AND ARE ACCEPTABLE FOR USE ON THIS
PROJECT:
YELLOW PAINT: CENTERLINE V511002
WHITE PAINT: CENTERLINE V51W002 PERVO 587ORR
THERMOPLASTIC STRIPING MAY BE USED IN LIEU OF PAINT FOR CENTERLINE
STRIPING, LANEUNE STRIPING. AND EDGE OF PAVEMENT STRIPING ONLY THE
CONTRACTOR SHALL SUBMIT CERTIFICATE OF COMPLIANCE CERTIFYING THAT
THE THERMOPLASTIC MATERIAL TO BE USED MEETS THE CURRENT STATE OF
HAWAII DEPARTMENT Of TRANSPORTATION SPECIFICATIONS.
B. ALL PAINTED PAWMEW STRIPING SHALL BE APPLIED IN COATS OF 0.015
INCH NOMINAL THICKNESS EACH. FOR STRIPING ON FRESH A.C.
(RESURFACED OR NEW PAVEMENTS), TWO COATS OF PAINT MUST BE
APPLIED. SECOND COAT SHALL BE APPLIED ONLY AFTER COMPLETE DRYING
OF FIRST COST. WAIT AT LEAST 2 HOURS BETWEEN COATS. FOR STRIPING
ON OLD EXISTING PAVEMENTS, ONE COAT SHALL BE SUFFICIENT.
9. REFLECTORIZU RAISED PAVEMENT MARKERS SHALL BE THE REGULAR SIZED
MARKERS WITH APPROXIMATE DIMENSIONS OF 4' • • OJ'. ALL RAISED
PAVEMENT MARKERS MUST HAW BEEN TESTED AND PRE -APPROVED BY
THE COUNTY OF HAWAII, THE FOLLOWING PAVEMENT MARKERS HAW BEEN
TESTED AND PRE -APPROVED BY THE COUNTY OF HAWAII AND ARE
ACCEPTABLE FOR USE ON THIS PROJECT
SBMSCMTE MODIL 911 (4X4)
RAY -0 -LITE 'AA" ARS (444)
10. ALL TRAFFIC SIGNS AND POSTS SHALL MEET THE REQUIREMENTS OF THE
COUNTY OF HAWAII STANDARD DETAIL T-1 EXCEPT THAT FLANGED CHANNEL
POSTS WILL NOT BE ACCEPTABLE, SIGNS SHALL BE ON ALUMINUM
SHEETING OF 0.080 INCH MINIMUM THICKNESS. SIGN POST SHALL BE 2
INCH SQUARE TELESPAR TUBING NO. 20 F 12 OR EQUIVALENT WITH 2 1/4
INCH SQUARE TELESPAR POST
IL ALL TRAFFIC SIGNS SHALL BE COMPLETELY REFLECTORIZED WITH TYPE IIT OR
TYPE IV HIGH INTENSITY RETROREFLECTIVE SHEETING EXCEPT THAT
PARKING/NO PARKING AND STREET NAME SIGNS MAY BE ENGINEER GRADE
REFLECTIVE SHEETING
12, THE 2 1/4' SQUARE ANCHOR POST FOR SIGNS SHALL BE DRIVEN INTO THE
GROUND. A.C. PAVEMENT OR CONCRETE SIDEWALK IN ACCORDANCE WITH
THE PLANS. ALL DAMAGES TO THE SURROUNDING AREA SHALL BE
REPAIRED TO ITS ORIGINAL CONOVDON OR BETTER. BEFORE DRIVING INTO
CONCRETE, A NEAT HOLE OF APPROXIMATELY 3 INCH DIAMETER SHALL BE
DRILLED THROUGH THE CONCRETE PRIOR TO THE INSTALLATION OF THE
ANCHOR POST, IF DRIVING INTO THE CONCRETE OR A.C. PAVEMENT IS NOT
POSSIBLE WITHOUT DAMAGE TO THE SURROUNDING CONCRETE OR A.C.
PAVEMENT. A 12" X 12" SQUARE SHALL BE SAW CUT AND REMOVED PRIOR
TO THE INSTALLATION OF THE ANCHOR POST AND THEN PATCHED WITH HOT
MIX TO MATCH THE EXISTING A.C. PAVEMENT, AND CONCRETE TO MATCH
THE EXISTING CONCRETE PAVEMENT
13. UPON COMPLETION Of THE CONSTRUCTION WORK THE CONTRACTOR SHALL
RESTRIPE ALL PAVEMENT MARKINGS WITHIN THE CONSTRUCTION WORK AREA
AND ADJACENT ROADWAY PAVEMENTS UP TO 300 FEET BEYOND THE
CONSTRUCTION AREA ALL SIGNS AND MARKINGS WITHIN THE
CONSTRUCTION AREA AND ADJACENT AREA THAT HAVE BEEN DAMAGED,
REMOVED. OR ADVERSELY AFFECTED BY THE CONSTRUCTION WORK SHALL
BE RESTORED TO ITS ORIGINAL CONDITION OR BETTER BY THE CONTRACTOR.
14, ALL DEDICATED STREETS MUST HAVE STREET NAMES WHICH HAVE BEEN
APPROVED BY RESOLUTION OR BY THE PLANNING DEPARTMENT BEFORE
ACCEPTANCE OF THE STREET BY THE COUNTY OF HAWAII.
15. INSTALL PRIVATE ROAD SIGN ON PRIVATE ROADWAY- SIGN SHALL BE ON
16' WIDE . 12' HIGH ALUMINUM PLATE WITH a BLACK LETTERING ON WHITE
REFLECTORIZED SHEE TING
16, ALL SIGNS h MARKINGS FOR PRIVATE ROADWAYS SHALL BE MAINTAINED BY
THE PRIVATE OWNER �
17, ALL PAVEMENT MARKINGS IN STALE ROW SHALL CONFORM TO STATE
HIGHWAY STANDARD'
18. ALL STRIPING IN STATE ROW SHALL BE THERMOPLASTIC EXTRUSION.
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DIRECTI OF TRAFFIC
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EEGEND
POLICE OFFICER/F_AGCER
1. LY MACTDR fLL PROWS NECESSART W TMEKIS TO ACWMCDAl
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POLICE OFFICER/F_AGCER
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6. 9gNlD 5 Mli RF0.YkD f M W¢fM /YFA M0.WNG EOJPlflli Yq WANFRS
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SCALE ry T 5
TABLE 1 FOR TRAFFIC CONTROL PLAN
SRI
TAPFA UMJH (T)
LONPMMIK
91AOIC OF NfS
VACMG
(W
B1P1IIl
OR oFLINFAid6 (m
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(D)
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M = 12
N - MATER
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1.WGF111
AREA
�20
250
200
W x 17
35
20
20
10
25
250
;00
W N 17
55
25
25
10
30
250
750
W x 20
05
30
30
10
35
250
'.50
W z 20
120
35
35
10
40
500
'50
w N 30
170
a0
40
10
45
500
X50
W x 45
220
45
45
10
50
1000
500
W * 50
250
50
50
10
155
1000
200
W . 55
335
55
55
10
W = MDTH OF LANE OR OFFSET
RErvTSIONS LOT 81 & 82 KALAWA ST. SHEET
,.K
IP GRADING & SEWER PLAN C -z
neers CO. ROW NOTES & TRAFFIC CONTROL PLAN
4 OF 4
08E 9
Rwlion al iMK (3) 7-5-2230 k39
awing: H: \OENIS\KPLAWA ST\C-2.UWG J.1 110-01-OZ02
DALE-. 13/6/02
1 P.- S D