HomeMy WebLinkAboutRES 174 Draft 01 2002-2004 COUNTY OF HAWAII STATE OF HAWAII
RESOLUTION NO. 1'7~ 0~~
RESOLUTION AUTHORIZING THE 1) EXTENSION OF THE PUBLIC SEWER
ALONG ALAHOU STREET; AND 2) REIMBURSEMENT FOR THE COST OF
CONSTRUCTION OF THE EXTENSION FOR ONIX MANAGEMENT, INC. AT
KAILUA-KONA, HAWAII.
WHEREAS, applicant Onix Management, Inc. has submitted an application to extend the
sewer along Alahou Street in accordance with Section 21-26, Hawaii County Code, with said
application and construction plans being attached hereto as Attachment "A"; and
WHEREAS, sewer extensions are beneficial to the community by eliminating existing
cesspools and reducing the amount of pollutants reaching the groundwater and the coastal
waters, resulting in a cleaner, healthier environment; and
WHEREAS, Section 21-26, Hawaii County Code, requires that all sewer extensions
shall be approved by the County Council by resolution; and
WHEREAS, applicant Onix Management, Inc. has proposed to construct the sewer
extension in accordance with Section 21-28(a), Hawaii County Code, regarding payment of
costs; and
WHEREAS, the Director of the Department of Environmental Management has
recommended approval of the sewer extension; and
WHEREAS, in accordance with Section 21-28(a), Hawaii County Code, the applicant
may receive for ten years after completion of the extension one-half of all monies for sewer
charges collected by the County from other properties connecting to the extension, provided the
total of such reimbursement shall not exceed the cost incurred by the applicant to construct the
extension, and plans to reimburse applicant for construction of sewer extensions shall require the
approval of the County Council by resolution.
NOW, THEREFORE, BE IT RESOLVED BY THE COUNCIL OF THE COUNTY OF
HAWAII that the sewer extension along Alahou Street by Onix Management, Inc. is hereby
approved.
BE IT FURTHER RESOLVED that the request of Onix Management, Inc. t be reimbursed
for the cost of the sewer extension along Alahou Street in accordance with Section 2 -28(a),
Hawaii County Code, is hereby approved.
BE IT FURTHER RESOLVED that the Clerk of the County of Hawaii tran mit copies
of this resolution to Onix Management, Inc. and the Departments of Finance and En ironmental
Management.
Dated at Hilo , Hawaii this 7th day of April , 2004
Introduced By:
6~,~ t
Council Member, County of Hawaii
COUNTY COUNCIL ROLL CALL V TE
County of Hawaii AYES N Es ABS Ex
H110, Hawal`1 ARAKAKI
CHUNG X
I hereby certify that the foregoing RESOLUTION was by ELARIONOFF
The vote indicated to the right hereof adopted by the COUNCIL of the HOLSCHUH
County of Hawaii on Apr11 7 , 2004 X
JACOBSON X
ATTEST: REYNOLDS X
SAFARIK X
~ TULANG X
.
TYLER X
7 0 2 0
Reference: C - 5 % 0
C UNTY CLERK CHAIRMAN & PRESIDING OFFICER RESOLUTION NO.
~<Y O! N, V
L~ ~I~,
AL KON[SHI JAY MENDS
Counry~C(erA ~r, - 1+~. Deput}~Counl}=Clerk
0l~M~~
CONSTANCE R. KIRIU
LegislalPoe ~udilor
OFFICE OF THE COUNTY CLERK
County of Hawaii
ilawai'i County Building
25 Aupuni S[reet
lGlo, Hawni'i 96720
NOTE
On Resolution 174-04 (Communication 570), reference is made to Exhibit "A" attached hereto
(application and construction plans).
Because of the large size of said Exhibit, it is not a part of the scanned image of this Resolution as well
as the duplicate copies, but is available for viewing in the Office of the County Clerk.
If further information is needed, please call 961-8255.
AI Konishi
COUNTY CLERK
Resolution 174-04
r7
ALAKAI STREET
INSTALL R.P. BACKFLOW t /
PREVENTER
1 I 1 I SC9<F N(JQ I INSTALL TYPE 8 FIRE HYDRANT
` 1 1 INSTALL 2" TYPE "A" SERVICE rpt PER DWS STD. DET. NO. 28
Iyi I ` LATERAL W/ SERV. SADDLE ^�0•
7-5-22:114 I 7-5-22:76 7-5-22:75 7-5-22:72 /
I
INSTALL 8"x8"x8" TEE W/ I 1-8" CAP TAPPED 2" IPT
RET. GLANDS CUT & DROP - f
i-8" SLEEVE, 12" LONG � ' 1 1 -GONG. THRUST BLOCK PER
1-8" G.V. E, BOX & COVER EXISTING W.M. CUT & PLUG 16' I STD. DET. 110
W/ RET. GLANDS f I \ \ DW,y
-EX. W.M.
1-8" SOLID BODY SLEEVE W/ ' / 7' 61' -I
RET. GLANDS _. _ / , �.�� _ _ _ INV 8.73 INV. 57.74
_ �_.___ „--- --- :,. �% STA. 2+37 S.M.H. NO. 6
EX. 8" D.I. WATER 6' EX. 6" D.I. WATER INSTALL 8 P.V.C.
LATERAL REMOVE 24 L.F. EXISTING MANHOLE
74
0 00 1'00 5' _ _ _�EX �RNG 8" CAP - RIM EL 63.51 2+92 2
-- - - 331 5910 - ' 292.62' 5'
INSTALL 8" 1 4 BEND 8" D.I. WATERLINE 331.5910 -^ 73.92 I
W1 CONC. BLOCK A�ANOU _TTEET 33gr9 " �- — — — 79—��_ 4
— — - EX. W,M. EX, W.M. i pEX. W. M_ _ _ SeWEq EX. S.M.IH.
Lip
7-5-22:62 7-5-22:63 7-5-22:64 I < w 7-5-22:65 --.
I STA. 0+00 INTERSECTION I I ! z a -STA, 1+58 S.M.H. NO. 6A O I __� IX'W
I OF ALAHOU STREET AND I 1 Pi---�+N I MANHOLE PER STD. DET. z pe*e-f, boac,"Et�3I A-STC"4et;1)1V1SION C-N(LC
ALAKA1 STREET p 20 40 :1 n 11 NO. S-13 w 3
—�■I11All1wllw-�� (A o RIM EL = 64.0t = o
'^IT' R-'-'* vi w 4 EL IN = 58.53 _ -H
iin
20 co o EL OUT = 58.47 z,.j 7-5- 22:67
in w I'`T II Q to
-01
Pjw
L o z
►x:11 ►�,_�..
SHEET 1 TITLE SHEE , PLAN & PROFILE,
SITE PLAN, DETAILS
SHEET 2 NOTES
SHEET 3 DETAILS
�1NV. o '
5-
V CCONNE T TO XISTI G `
I i
ONNE TION ETAIL
-- - PVC! SE�" r
- r j • rn,
N SH ET 3
- 0+00 0+50 1+00 1+50 2+00 2+50
WITHIN TRAVELED WAY OUTSIDE OF TRAVELED WAY, HYDRAULIC DATA
SAWCUT PRIOR TO SHOULDER AND ROADSIDE DESIGN PEAK FLOW = 0.009 CFS P
TRENCHING PROFILE- MAX. N PEAK = = MGD
CONSTRUCT NEW 2" A.C. I-7 v ®DESIGN PEAK FLOW = 0.59 fps
TACK COAT OVER 6" BASECOURSE V 0 MAX. CAPACITY = 3.42 fps
12
EXISTING SCALE: F10RIZ. 1"=20' n-0.015 R a
CUT VERT. 1"=5' • 4eeMaroeTs rueseesoo+Ml�s
PAVEMENT BACK w
COMPACTED
"+ BASE COURSE
SAWCUT PRIOR TO
_15 fee Co,7-ly f/z i�lzrf
FINAL PAVING 0 z Cc�� TGr, %vr 2 271
T5 0 COMPACTED
REMOVE PRIOR i z / SUBBASE
TO PAVING W MATERIAL 1
MOTES: � � /9r � -� ' AGF.+• I�
1. SEE TABLE 22, PAGE 89, aX , 7� C� + •
WATER SYSTEM STANDARD �� CedJrtCf� -
VOLUME 1.- "-
2. LOCAL MATERIAL MAY BE PIPE Loi - Lor - 5 LOT c
a o
UCOMPACTED PIPE CUSHION
USED OUTSIDE SHOULDER t
AREA. PER SEC, 10.2, PART 2 Y Hip+, 3' HIN �+• 4L- C(, -
r r^ ^ • `�^ 1
3. SEE TABLE 2, PAGE 2, WATER VOL. 1. WATER SYSTEM STANDARDS PROPERTY LINE
NE �'
SYSTEM STANDARD VOLUME 1. �Fi (NO. 4 MFD. SAND FOR T._ :
4. FOR PAVED OR OTHER IMPROVED COPPER SERVICE LATERALS) b'LATERAL CLEANOUT :
SHOULDERS, SURFACE SHALL BE TRENCH NtDm WE
RESTORED TO A CONDITION EQUAL
TO OR BETTER THAN THE EXISTINGVARIES � E Nl
SEE NOTE N0. t U9FLON
SHOULDERS, AS DIRECTED BY THE
�eEnD � f SIN.
ENGINEER. flt�At'•'F'� Ryr ~
TYP. WATERLINE HY SEWER MAIN WYE / •
TRENCH SEC"I"10N TYPICAL L oUT ;
54 K SECTION l A1rI
NOT TO SCALE �
fsR,G/1t.'D SELTKNM
WITHIN TRAVELED WAY OUTSIDE OF TRAVELED WAb' BRA55 PLUG
SHOULDER AND ROADSI PROPERTY LINE 1 GOUNTER511,NK /-- 42
S CUT PRIOR TO [ i1 rT S r (%/ 41f/IU){�) '
J 3
moo
MIR MONOLITM14AL
k,
TR INC CONSTRUCT NEW A.C. EX15T. OROU`o 4 HimGONG. N p •.7. 8
TACK T 12„ OVER 6" BASE RSE ll /piARK/NCr ` , "
EXISTING OUT ' MIM. BASE
PAVEMENT BACK iGb xxla'xbi r j . {►�.A'v „�J� - .._�.-_ -
_ -
COMP D ER ! ( _
RSE la
SAWCUT PRIOR TO b'- itb KENOBEND r1 g,,,2117
FINAL PAVING COMP / b' 5 EL
iRE6U1Or� - s elp/+I ,p
REMOVE P U ;' E 44 ."` //`, f
TO PAVIN b' DIA.L i Mt Y f� -$� r
Rte 4 v
MS1IE6:. Zie HA+c • ec stoPE "a _`- j _ �I� . 6��"' /,'� �.
1. LOCAL MATERIAL M E ° INVERT ELEV.
USED OUTSIDE SH R 4• PLW +
AREA. p b' x MAIN DIA. WYE -- - -"_ ...._.r,4//;5
COMPACTED PIPE CUSHION O'X4'1 R ROTATE a5• FROM 1k7RIX TAL 5EHER HAIN Ipai yTa%lvrr ar ? ,� Z< 7DI CTOR, DEPARTAtEN OF PUBLIC WORKS, DATE
2. FOR PAVED OR OTHER IMPRO tMLE55OTHERYiIfE DIIEG 'e �_ _ .... _ _._ .__.__ ¢, / c; ` ' 0l2 Y✓o.s',f Y TNS fou vTy ,eI4,vr- aF-
SHOULDERS, SURFACE SHAL �d oi t, COUNTY OF HAWAII �%RESTORED TO A CONDli OVAL NOTES. i�jL,nf1..+ !Ozcxi5 .l2 C . Govn-rl•.J `�l�. Cies I.%ja fjfFr 4 :• 1 w.a y oAIGr�
TO OR BETTER THAN XISTING 1n 1. 5EE GON5TRMT1ON PLANS FOR LENGTH AND ELEVATION OF LA
of re, e J• u✓.7/t F2 3 l k R 38
SHOULDERS, AS DIRE BY THE 2. THE R END OF TIRE HOUSE CONNECTION 5RALL TERMINATE NTH A, A / , t�ev
ENGINEER. I �nce,ru .� b' • REOUGER VA -195 OTkERMISf NOTED ON THE GOM55TRtK+T#S'1 FLAN. 1 ,.•?'_.J::-''ry
+#tAlYlOd
_.__�.--_..__._... MANAGER DEPARTMENT OF WATER SUPPLY DATE
,
r M.;FIRIEN
E. . ..�
NOT i SCALE
3.. 001&4EGTION SWALL BE LAID ON STRAIGHT Lite AND GRADE
E55 OTHERWISE 51,PEGIFIED.
���i INAGE,ptAN
OWNER: ONIX MANAGEMENT, INC,
673
4 CIC - -74r' - /;44r 171-1> *,'A Of fiRAAR�'" 41A-, P.O. BOX 1
f " luv-gilt KAILUA-KONA, HI. 96745
NOT TO %ALE
COUNTY OF HAWAII
DIRECTOR, DEPARTMENT OF �-
ENVIRONMENTAL MANAGEMENT,
COUNTY OF HAWAII
0
General
LICENSED
PROFESS40NAL
pc ENGINEER nj
No. 23081-C
THIS WORK WAS PREPARED BY
ME OR UNDER MY SUPERVISION AND
CONSTRUCTION OF THIS PROJECT
WILL BE UNDER MY OBSCAVATION.
EX - ES: 4/30/p.'
Revision/Issue
Fire lkw aw AMrws
LEO FL,EMING, C.E.
P.O. BOX 396
KAILUA—KONA, HAWAII
96740
Nnlost Nar an! "fro"
LOT 95 OF
LONO KONA SUBDIVISION
SEWER PLAN
TW: 7-5-22:78
JUNE 21, 2003 a
1"=20'
EXHIBIT "AMM
■ a
'••w
wLJM
. ;.. ``
�!
.�
�1NV. o '
5-
V CCONNE T TO XISTI G `
I i
ONNE TION ETAIL
-- - PVC! SE�" r
- r j • rn,
N SH ET 3
- 0+00 0+50 1+00 1+50 2+00 2+50
WITHIN TRAVELED WAY OUTSIDE OF TRAVELED WAY, HYDRAULIC DATA
SAWCUT PRIOR TO SHOULDER AND ROADSIDE DESIGN PEAK FLOW = 0.009 CFS P
TRENCHING PROFILE- MAX. N PEAK = = MGD
CONSTRUCT NEW 2" A.C. I-7 v ®DESIGN PEAK FLOW = 0.59 fps
TACK COAT OVER 6" BASECOURSE V 0 MAX. CAPACITY = 3.42 fps
12
EXISTING SCALE: F10RIZ. 1"=20' n-0.015 R a
CUT VERT. 1"=5' • 4eeMaroeTs rueseesoo+Ml�s
PAVEMENT BACK w
COMPACTED
"+ BASE COURSE
SAWCUT PRIOR TO
_15 fee Co,7-ly f/z i�lzrf
FINAL PAVING 0 z Cc�� TGr, %vr 2 271
T5 0 COMPACTED
REMOVE PRIOR i z / SUBBASE
TO PAVING W MATERIAL 1
MOTES: � � /9r � -� ' AGF.+• I�
1. SEE TABLE 22, PAGE 89, aX , 7� C� + •
WATER SYSTEM STANDARD �� CedJrtCf� -
VOLUME 1.- "-
2. LOCAL MATERIAL MAY BE PIPE Loi - Lor - 5 LOT c
a o
UCOMPACTED PIPE CUSHION
USED OUTSIDE SHOULDER t
AREA. PER SEC, 10.2, PART 2 Y Hip+, 3' HIN �+• 4L- C(, -
r r^ ^ • `�^ 1
3. SEE TABLE 2, PAGE 2, WATER VOL. 1. WATER SYSTEM STANDARDS PROPERTY LINE
NE �'
SYSTEM STANDARD VOLUME 1. �Fi (NO. 4 MFD. SAND FOR T._ :
4. FOR PAVED OR OTHER IMPROVED COPPER SERVICE LATERALS) b'LATERAL CLEANOUT :
SHOULDERS, SURFACE SHALL BE TRENCH NtDm WE
RESTORED TO A CONDITION EQUAL
TO OR BETTER THAN THE EXISTINGVARIES � E Nl
SEE NOTE N0. t U9FLON
SHOULDERS, AS DIRECTED BY THE
�eEnD � f SIN.
ENGINEER. flt�At'•'F'� Ryr ~
TYP. WATERLINE HY SEWER MAIN WYE / •
TRENCH SEC"I"10N TYPICAL L oUT ;
54 K SECTION l A1rI
NOT TO SCALE �
fsR,G/1t.'D SELTKNM
WITHIN TRAVELED WAY OUTSIDE OF TRAVELED WAb' BRA55 PLUG
SHOULDER AND ROADSI PROPERTY LINE 1 GOUNTER511,NK /-- 42
S CUT PRIOR TO [ i1 rT S r (%/ 41f/IU){�) '
J 3
moo
MIR MONOLITM14AL
k,
TR INC CONSTRUCT NEW A.C. EX15T. OROU`o 4 HimGONG. N p •.7. 8
TACK T 12„ OVER 6" BASE RSE ll /piARK/NCr ` , "
EXISTING OUT ' MIM. BASE
PAVEMENT BACK iGb xxla'xbi r j . {►�.A'v „�J� - .._�.-_ -
_ -
COMP D ER ! ( _
RSE la
SAWCUT PRIOR TO b'- itb KENOBEND r1 g,,,2117
FINAL PAVING COMP / b' 5 EL
iRE6U1Or� - s elp/+I ,p
REMOVE P U ;' E 44 ."` //`, f
TO PAVIN b' DIA.L i Mt Y f� -$� r
Rte 4 v
MS1IE6:. Zie HA+c • ec stoPE "a _`- j _ �I� . 6��"' /,'� �.
1. LOCAL MATERIAL M E ° INVERT ELEV.
USED OUTSIDE SH R 4• PLW +
AREA. p b' x MAIN DIA. WYE -- - -"_ ...._.r,4//;5
COMPACTED PIPE CUSHION O'X4'1 R ROTATE a5• FROM 1k7RIX TAL 5EHER HAIN Ipai yTa%lvrr ar ? ,� Z< 7DI CTOR, DEPARTAtEN OF PUBLIC WORKS, DATE
2. FOR PAVED OR OTHER IMPRO tMLE55OTHERYiIfE DIIEG 'e �_ _ .... _ _._ .__.__ ¢, / c; ` ' 0l2 Y✓o.s',f Y TNS fou vTy ,eI4,vr- aF-
SHOULDERS, SURFACE SHAL �d oi t, COUNTY OF HAWAII �%RESTORED TO A CONDli OVAL NOTES. i�jL,nf1..+ !Ozcxi5 .l2 C . Govn-rl•.J `�l�. Cies I.%ja fjfFr 4 :• 1 w.a y oAIGr�
TO OR BETTER THAN XISTING 1n 1. 5EE GON5TRMT1ON PLANS FOR LENGTH AND ELEVATION OF LA
of re, e J• u✓.7/t F2 3 l k R 38
SHOULDERS, AS DIRE BY THE 2. THE R END OF TIRE HOUSE CONNECTION 5RALL TERMINATE NTH A, A / , t�ev
ENGINEER. I �nce,ru .� b' • REOUGER VA -195 OTkERMISf NOTED ON THE GOM55TRtK+T#S'1 FLAN. 1 ,.•?'_.J::-''ry
+#tAlYlOd
_.__�.--_..__._... MANAGER DEPARTMENT OF WATER SUPPLY DATE
,
r M.;FIRIEN
E. . ..�
NOT i SCALE
3.. 001&4EGTION SWALL BE LAID ON STRAIGHT Lite AND GRADE
E55 OTHERWISE 51,PEGIFIED.
���i INAGE,ptAN
OWNER: ONIX MANAGEMENT, INC,
673
4 CIC - -74r' - /;44r 171-1> *,'A Of fiRAAR�'" 41A-, P.O. BOX 1
f " luv-gilt KAILUA-KONA, HI. 96745
NOT TO %ALE
COUNTY OF HAWAII
DIRECTOR, DEPARTMENT OF �-
ENVIRONMENTAL MANAGEMENT,
COUNTY OF HAWAII
0
General
LICENSED
PROFESS40NAL
pc ENGINEER nj
No. 23081-C
THIS WORK WAS PREPARED BY
ME OR UNDER MY SUPERVISION AND
CONSTRUCTION OF THIS PROJECT
WILL BE UNDER MY OBSCAVATION.
EX - ES: 4/30/p.'
Revision/Issue
Fire lkw aw AMrws
LEO FL,EMING, C.E.
P.O. BOX 396
KAILUA—KONA, HAWAII
96740
Nnlost Nar an! "fro"
LOT 95 OF
LONO KONA SUBDIVISION
SEWER PLAN
TW: 7-5-22:78
JUNE 21, 2003 a
1"=20'
EXHIBIT "AMM
■ a
0
GENERAL NOTES
1. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING VALVE BOXES,
SEWER NOTES CONT.
9. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE WASTEWATER DIVISION
MANHOLE COVERS AND CENTERLINE MONUMENTS AND SHALL HAVE THEM RAISED TO
(961-8338) SHOULD ANY EXISTING SEWER LINE BE DAMAGED. THE CONTRACTOR
MEET THE NEW PAVEMENT GRADE.
SHALL REPAIR THE SEWER LINE AND ANY ROCKS OR DEBRIS THAT ENTERED THE
SEWER SYSTEM SHALL BE PHYSICALLY REMOVED FROM THE SEWER TO THE
2. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH STANDARD DETAILS
SATISFACTION OF THE WASTEWATER DIVISION, THE WORK MAY INCLUDE FLUSHING
AND STANDARD SPECIFICATIONS OF THE DEPARTMENT OF PUBLIC WORKS, COUNTY OF
AND/OR USE OF A PIPE PIG.
HAWAII.
10. BYPASSING OR SPILLING OF SEWAGE TO THE GROUND, DRAINAGE SYSTEM OR
3. EXISTING PAVEMENT SHALL BE GROOMED OFF AND SHALL RECEIVE A TACK COAT OF
STATE WATERS IS PROHIBITED. THE CONTRACTOR SHALL PAY PENALTIES,
0.15 GALLON PER SQUARE YARD OF EMULSIFIED ASPHALT (SS -1) BEFORE PLACING A. C.
INCLUDING LEGAL FEES AND OTHER COSTS AS A RESULT OF THE BYPASS OR
PAVEMENT. THE COST OF THE TACK COAT SHALL BE INCIDENTAL TO THE A. C.
SPILL.
PAVEMENT.
11. UNLESS OTHERWISE APPROVED OR NOTED, ALL SEWER PIPES AND FITTINGS
4. THE CONTRACTOR SHALL PAVE THE TOTAL WIDTH OF ROADWAY EACH DAY SO AS
SHALL BE PVC SDR -26 BELL(S) AND SPIGOT. PIPE COUPLINGS SHALL BE WITH
NOT TO LEAVE A LONGITUDINAL PAVEMENT DROP BETWEEN LANE PASSES OF THE PAVER.
AN APPROVED SOLID BODY PVC SLEEVE OR NON -SHEAR RUBBER COUPLING
HOWEVER, AT THE DISCRETION OF THE ENGINEER, THE CONTRACTOR MAY CONSTRUCT A
(DFW/HPI OR EQUAL). MATERIALS FOR CLASS B PIPE BEDDING SHALL BE 3/4"
TRANSITION TAPER (1' WIDE) SO AS NOT TO LEAVE A VERTICAL FACE.
AGGREGATE BASE COURSE PLACED IN SUCCESSIVE HORIZONTAL LAYERS OF LOOSE
MATERIAL NOT TO EXCEED 6 INCHES IN DEPTH, AND SHALL BE UNIFORMLY
5. THE CONTRACTOR SHALL PROVIDE A SMOOTH -RIDING CONNECTION TO EXISTING
CONSOLIDATED TO 95 PERCENT MAXIMUM DRY DENSITY. COMPACTION TESTING
STREETS AND DRIVEWAYS AND AT THE BEGINNING AND ENDING OF THE PROJECT LIMITS
FOR COMPLIANCE SHALL BE ROUTINELY PERFORMED AND APPROVED BY THE
AS DIRECTED BY THE ENGINEER.
INDEPENDENT TESTING AND QUALITY CONTROL LABORATORY. ALL TEST RESULTS
SHALL BE SUBMITTED TO THE ENGINEER FOR FINAL ACCEPTANCE.
6. PAVEMENT STRIPING, INCLUDING CENTERLINE, CROSSWALK, STOP LINES, ETC. AND
RAISED PAVEMENT MARKERS SHALL CONFORM TO THE COUNTY STANDARDS FOR
12, PVC SEWER (PIPE CONNECTIONS TO NEW MANHOLES SHALL BE WITH AN
PAVEMENT MARKINGS AND STRIPING NOTES OR AS MODIFIED BY THE DETAILS ON THESE
APPROVED CAST -IN MANHOLE PIPE ADAPTER (A-LOK, ECONOSEAL, OR APPROVED
PLANS.
EQUAL). PVC SEWER PIPE CONNECTIONS TO EXISTING MANHOLES SHALL BE WITH
AN APPROVED MANHOLE PIPE ADAPTER (A-LOK FIELD SLEEVE OR APPROVED
7. THE CONTRACTOR, AT HIS OWN EXPENSE, SHALL KEEP THE PROJECT AND
EQUAL). WHEN PERMITTED BY THE ENGINEER, VITRIFIED CLAY PIPE (VCP) SEWER
SURROUNDING AREAS FREE FROM DUST NUISANCES. THE WORK SHALL BE IN
CONTROL RULES OF THE STATE DEPARTMENT
CONNECTIONSTO MANHOLES SHALL NTH A SHORT,
CONFORMANCE WITH THE AIR POLLUTION
11-60.1, FUGITIVE DUST.
NEWLENGT/HOOFXVCPING
TUB TOGETHER WITHBE
AN APPROVED
ONE -RUBBER
OF HEALTH, HAIR
COUPLING (DFW/HPI OR EQUAL). RUBBER COUPLINGS SHALL HAVE PURE
8. THE CONTRACTOR SHALL PROVIDE AT LEAST ONE (1) LANE FOR TRAFFIC MOVEMENT
STAINLESS STEEL STRAPS INCLUDING TIGHTENING SCREWS.
AT ALL TIMES. TWO (2) LANES FOR TRAFFIC MOVEMENT SHALL BE PROVIDED BETWEEN
13 DROP MANHOLES AND MANHOLES WITH SEWER MAIN PIPE LINES LARGER THAN
THE HOURS OF 3:30 P.M. TO 8:00 A.M.
OR EQUAL TO 12 -INCHES SHALL BE LINED WITH A PVC LINER (DURA -PLATE LINER
9. THE CONTRACTOR, AT HIS OWN EXPENSE, SHALL COORDINATE THE REFERENCING OF
OR EQUAL).
THE CENTERLINE MONUMENTS TO BE RECONSTRUCTED BY A SURVEYOR LICENSE TO
STATE OF HAWAII. AFTER PAVING, THE SURVEYOR SHALL LOCATE THE
14. THE ANGLE BETWEEN THE INLET AND OUTLET SEWERS SHALL BE A MINIMUM
PRACTICE IN THE
MONUMENTS, AND AFTER RECONSTRUCTION OF THE MONUMENTS, THE SURVEYOR SHALL
OF 90 DEGREES. NEW AND EXISTING MANHOLE BASE SECTIONS SHALL CHANNELED
PUNCH THE CENTERLINE LOCATION ON THE BRASS PINS. THE SURVEYOR SHALL SUBMIT
AS NECESSARY. CHANNELS SHALL PROVIDE A SMOOTH TRANSITION BETWEEN
WRITTEN CERTIFICATION OF THE INSTALLATION AND LOCATION OF THE CENTERLINE
INLET AND OUTLET SEWERS.
MONUMENTS TO THE ENGINEER.
15. UNLESS OTHERWISE APPROVED OR NOTED, ALL MANHOLES SHALL BE
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE DONE TO THE DWS
PROVIDED "ECCENTRIC" CONE SECTIONS WITH TYPE SA FRAMES AND COVERS (STD.
EXISTING WATER SYSTEM.
DETAIL S-22); ALL MANHOLES LESS THAN 5'-0" DEEP SHALL BE PROVIDED
22 -INCH "CONCENTRIC' CONE SECTIONS WITH TYPE SB FRAMES AND COVERS
(STD. DETAIL S-21).
CONSTRUCII91L NOTES
16. ALL LATERAL CONNECTIONS TO THE SEWER MAIN SHALL BE MADE WITH A
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE COUNTY OF HAWAII,
WYE FITTING ROTATED 45 DEGREES ABOVE THE SEWER SPRING LINE.
DEPARTMENT OF PUBLIC WORKS "STANDARD DETAILS FOR PUBLIC WORKS
CONSTRUCTION," DATED SEPTEMBER 1984, AND "STANDARD SPECIFICATIONS FOR PUBLIC
17, WHEN PERMITTED BY THE ENGINEER, SEWER LATERAL CONNECTIONS TO AN
WORKS CONSTRUCTION" DATED SEPTEMBER 1986.
EXISTING VCP OR PVC SEWER SHALL BE MADE WITH A WYE CONFIGURED FLEXIBLE
SADDLE (DFW/HPI„ OR APPROVE EQUAL) ROTATED 45 DEGREES ABOVE THE SEWER
2. THE ENGINEER RESERVES THE RIGHT TO MAKE CHANGES TO THE DRAINAGE SYSTEM
SPRING UNE. THE SEWER MAIN PIPE SADDLE ENTRY SHALL BE NEATLY CORED
AS SUCH CHANGES ARE FOUND TO BE NECESSARY AS THE LAND IS CLEARED AND
(SAW CUT).
EROSION CONTROL CONSTRUCTION PROGRESSES.
18. WHEN PERMITTED BY THE ENGINEER, SEWER LATERAL CONNECTIONS TO
3. ALL CONSTRUCTION LINES, GRADES AND SURVEY MONUMENT STAKEOUTS SHALL BE
EXISTING RCP SEWER MAIN PIPE LINES SHALL BE MADE WITH A TEE CONFIGURED
MADE BY LICENSED SURVEYORS.
PIPE SADDLE ROTATED 45 DEGREES ABOVE THE SEWER SPRING UNE. THE SEWER
LATERAL ENTRY SHALL BE CORE DRILLED PERPENDICULAR TO THE SEWER PIPE
4. A LICENSED SURVEYOR SHALL SUBMIT A LETTER TO THE DEPARTMENT OF PUBLIC
WALL. CORED SURFACE AND ANY DAMAGED INTERNAL PIPE SURFACE SHALL BE
WORKS CERTIFYING THAT THE MONUMENT STAKEOUT AND INSTALLATION IS CORRECT.
COATED WITH AN APPROVED COAL TAR EPDXY (KOP-COAT, BITUMASTIC 300M, OR
APPROVED EQUAL,). A TOTAL MINIMUM DRY FILM THICKNESS OF 24-28 MILS
5. THE CONTRACTOR SHALL NOTIFY THE ENGINEER SUFFICIENTLY IN ADVANCE OF
SHALL BE ACHIEVED IN TWO (2) COATS APPLIED IN ACCORDANCE WITH THE
OPENING ANY OR UTILIZING EXISTING BORROW PITS OR ON SITE BORROW, SO THAT A
MANUFACTURE RECOMMENDATIONS.
DETERMINATION CAN BE MADE AS TO THE SUITABILITY OF THE BORROW MATERIAL TO BE
INCORPORATED INTO THE ROAD CONSTRUCTION.
19. THE SEWER (LATERAL SADDLE CONNECTION AND CORED SEWER MAIN PIPE
6. THE CONTRACTOR SHALL CONDUCT ALL TESTS AS REQUESTED BY THE ENGINEER
ENTRY SHALL PROVIDE A SMOOTH AND UNOBSTRUCTED FLOW AREA. THE SEWER
SADDLE SHALL COMPLETELY OVERLAY THE CORED ENTRY AREA ON THE MAIN
AND BE RESPONSIBLE FOR ALL EXPENSES INCURRED IN CONDUCTING THESE TESTS.
SEWER PIPE. THE SEWER SADDLE SHALL BE SECURED TO THE MAIN SEWER PIPE
7, THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES, WHETHER
WITH STAINLESS STEEL STRAPS AND JACKETED WITH CLASS B REINFORCED
CONCRETE. THE (REINFORCED CONCRETE JACKET SHALL COMPLETELY ENCASE THE
SHOWN ON THE PLAN OR NOT, AND SHALL BE RESPONSIBLE FOR THE REPAIR OR
EXISTING MAIN SEWER PIPE, BE A MINIMUM 6 -INCHES THICK AND EXTEND A
REPLACEMENT OF SAME IN THE EVENT OF DAMAGES DUE TO HIS CONSTRUCTION
MINIMUM OF 6-INICHES BEYOND THE SEWER SADDLE IN BOTH DIRECTIONS ALONG
PRACTICES. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH THE RESPECTIVE
THE EXISTING SEWER PIPE.
UTILITY COMPANIES.
8. THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL TRAFFIC CONTROL DEVICES IN
20. THE CLEANOIUT SHALL BE LOCATED WITHIN THE COUNTY RIGHT-OF-WAY
OF THE PROPERTY LINE. THE CLEANOUT SHALL BE EASILY
CONFORMANCE WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS
WITHIN ONE -FOOT'
ACCESSIBLE (I.E., NOT BE BURIED OR LOCATED UNDER OR CLOSE TO ROCK WALLS,
AND HIGHWAYS, AND TO THE SATISFACTION OF THE ENGINEER.
FENCES OR OTHER OBSTRUCTIONS). IF THE CLEANOUT IS DETERMINED
9. ALL VEGETATION, INCLUDING TREES, SHALL BE REMOVED FROM WITHIN THE ENTIRE
INACCESSIBLE, IT SHALL BE RELOCATED AT THE CONTRACTOR'S EXPENSE. THE
CLEANOUT SHALL BE OF THE SAME MATERIAL AND DIAMETER (TYPICAL, 6 -INCH)
GRADED ROADWAY RIGHT-OF-WAY.
AS THAT OF THE SEWER LATERAL PROVIDED. THE CLEANOUT SHALL BE PROVIDED
A BRASS COUNTERSUNK CAP AND AN 18"X18"X8" CLASS B CONCRETE COLLAR
REINFORCED WITH 1-#3 REINFORCEMENT STEEL LOOP. THE CLEANOUT SUBJECT
SEWER _NOTES
TO VEHICULAR OR ABNORMAL LOADING SHALL BE PROVIDED A TRAFFIC RATED
1. ALL CONSTRUCTION DETAILS AND SPECIFICATIONS NOT SHOWN ON THE PLANS
FRAME/COVER (MIODEL SBF 1246 W. MANUFAC3IRED BY SOUTH BAY FOUNDRY, OR
SHALL CONFORM TO THE STANDARD DETAILS FOR PUBLIC WORKS CONSTRUCTION,
APPROVED EQUAL.) INSTALLED TO GRADE NTH AN 24"X24"X8" CLASS B CONCRETE
SEPTEMBER 1984, AND STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION,
COLLAR REINFORCED WITH 1-#3 REINFORCEMENT STEEL HOOP, SEE CLEANOUT
SEPTEMBER 1986.
DETAILS.
2, THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR AND EQUIPMENT FOR ALL
21. SEWER MANHOLES LOCATED IN UNPAVED AREAS SHALL BE PROVIDED A
SEWER WORK WITHIN THE COUNTY'S RIGHT-OF-WAY.
CONCRETE COLLAR. THE CONCRETE COLLAR SHALL BE CLASS "B" CONCRETE
REINFORCED WITH 1-#3 REINFORCEMENT STEEL HOOP. THE CONCRETE COLLAR
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INVESTIGATION, INSPECTION AND
SHALL BE 42"X42"X6" FOR TYPE SA FRAMES, 54"X54"X6" FOR TYPE SB FRAMES.
VERIFICATION OF ALL EXISTING UTILITIES SUPPLEMENTED BY ACTUAL DIGGING IN THE
FIELD IF NECESSARY, TO DETERMINE THE ACTUAL LOCATION OF SUCH UTILITIES WITH
22, UNLESS OTHERWISE NOTED AND LOCATIONS DETAILED ON APPROVED PLANS,
THEIR BRANCH AND SERVICE LINES, WHETHER INDICATED ON PLANS OR NOT.
CONCRETE JACKETING OF NEW OR EXISTING SEWER MAINS AND SERVICE LATERALS
SHALL NOT BE PERMITTED.
4. THE CONTRACTOR SHALL BE REQUIRED TO TAKE OUT AND PAY FOR ALL
NECESSARY PERMITS AND LICENSES REQUIRED BY LOCAL ORDINANCES FOR THE
23, PRIVATE DEVELOPMENTS FOR DEDICATION TO THE COUNTY OF HAWAII, SHALL
PROSECUTION OF THIS WORK.
BE INSPECTED AND CERTIFIED BY AN INDEPENDENT LICENSED ENGINEER
REGISTERED IN HAWAII FOR COMPLIANCE WITH APPROVED PLANS, SPECIFICATIONS
5. WORKMANSHIP SHALL BE FIRST CLASS. ALL WORK SHALL BE PERFORMED BY THE
(STANDARD SPECIIFICATIONS AND DETAILS FOR PUBLIC WORKS CONSTRUCTION) AND
RESPECTIVE TRADE PERSON IN ACCORDANCE WITH APPLICABLE COUNTY ORDINANCE AND
APPLICABLE DOCUMENTS. PRIOR TO CONSTRUCTION, SUBMIT TO THE WASTEWATER
STATE REGULATION.
DIVISION THE NAME, AFFILIATION, ADDRESS AND PHONE NUMBER OF THE PROJECT
ENGINEER/INSPECTOR REPRESENTING THE OWNER FOR THIS PURPOSE.
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
24. UPON COMPLETION OF THE PROJECT, SUBMIT DOCUMENTATION CERTIFIED BY
BEING MADE TO THE EXISTING COUNTY SEWER SYSTEM, INSPECTION SHALL BE
A INDEPENDENT PROFESSIONAL LAND SURVEYOR DULY REGISTERED WITH THE
PERFORMED BY AN AUTHORIZED REPRESENTATIVE OF THE WASTEWATER DIVISION PRIOR
HAWAII BOARD OF REGISTRATION FOR PROFESSIONAL ENGINEERS, ARCHITECTS,
TO BACKFILLING OR COVERING OF THE WORK AND AFTER ALL PLUMBING WORK IN
LAND SURVEYORS; AND LANDSCAPE ARCHITECTS ATTESTING TO THE LOCATION AND
ACCORDANCE WITH THE PLUMBING PERMIT IS COMPLETE WITHIN THE PARCEL.
ELEVATION OF ALL SEWER MANHOLES, SEWER LATERALS, CLEANOUTS AND ALL
OTHER MAJOR COMPONENTS OF THE WASTEWATER COLLECTION SYSTEM AND AS
7. THE CONTRACTOR SHALL REPAIR, AT THEIR EXPENSE, ALL DAMAGES SUSTAINED
SHOWN ON "AS BUILT" PLANS.
DURING THE COURSE OF HIS WORK AND LEAVE COMPLETED WORK IN ITS ORIGINAL OR
BETTER CONDITION.
25. UPON COMPLETION OF THE PROJECT, DELIVER TO THE WASTEWATER DIVISION:
ALL TESTING/RE-TESTING DATA (I.E., SOIL COMPACTION, LEAKAGE, MANDREL,
8. ALL DEBRIS RESULTING FROM THE SEWER CONSTRUCTION WORK SHALL NOT BE
ETC.); ONE (1) SET OF FULL SIZE "AS BUILT" PLANS (VELLUM OR MYLAR)
ALLOWED TO ENTER THE EXISTING SEWER SYSTEM. THE CONTRACTOR SHALL PROVIDE
INDICATING THE PROPERTY TMK NUMBER AND THE LOCATION AND DEPTH OF THE
THE NECESSARY BARRIERS AND COLLECTION DEVICES TO PREVENT DEBRIS FROM
SEWER LATERAL IN RELATION TO THE PROPERTY BOUNDARY PINS AND EXISTING
ENTERING THE SEWER. THE CONTRACTOR SHALL FLUSH ALL NEWLY CONSTRUCTED
GROUND SURFACE; TWO (2) DUPLICATE FULL SIZE SETS OF THE "AS BUILTS";
SEWER PIPE BEFORE CONNECTION TO THE EXISTING SEWER SYSTEM. THE CONTRACTOR
ENTERS THE EXISTING SEWER
ELECTRONIC FILES OF THE "AS BUILTS; ONE (1) SET OF WX11" PLOT PLANS FOR
SHALL BE RESPONSIBLE FOR REMOVING ALL DEBRIS THAT
EACH PROPERTY PARCEL OR LOT INDICATING THE SAME INFORMATION.
SYSTEM AS A RESULT OF THE CONSTRUCTION WORK.
NOTES FOR WORK WITHIN THE COUNTY RIGHT -OF -WA
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE COUNTY OF HAWAII,
DEPARTMENT OF PUBLIC WORKS (DPW), "STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION," DATED SEPTEMBER 1986 AND "STANDARD DETAILS FOR PUBLIC WORKS
CONSTRUCTION," DATED SEPTEMBER 1984.
2. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES, WHETHER
SHOWN ON THE PLAN OR NOT, AND SHALL BE RESPONSIBLE FOR THE REPAIR OR
REPLACEMENT OF SAME IN THE EVENT OF DAMAGES DUE TO HIS CONSTRUCTION
PRACTICES. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH THE RESPECTIVE
UTILITY COMPANIES.
3. THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL TRAFFIC CONTROL DEVICES IN
CONFORMANCE WITH THE CURRENT EDITION OF THE "MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES FOR STREETS AND HIGHWAYS," AND AS DIRECTED BY THE
DEPARTMENT OF PUBLIC WORKS.
4. THE CONTRACTOR SHALL NOTIFY THE DEPARTMENT OF PUBLIC WORKS 48 HOURS
BEFORE THE COMMENCEMENT OF ANY UTILITY LINE WORK TO SCHEDULE A FIELD REVIEW
AND SECURE APPROVAL OF THE PROPOSED UTILITY LINE LOCATION WITHIN THE COUNTY
RIGHT-OF-WAY.
5. THE PROPOSED UTILITY LINE LOCATION SHALL BE LAID OUT IN THE FIELD PRIOR TO
THE CONDUCTING OF THE FIELD REVIEW BY THE DEPARTMENT OF PUBLIC WORKS,
6. FIELD ADJUSTMENTS SHALL BE MADE AS DIRECTED BY THE DEPARTMENT OF PUBLIC
WORKS PRIOR TO THE COMMENCEMENT OF ANY UTILITY LINE WORK.
7. THE REQUIRED PERMIT, UNDER CHAPTER 22, ARTICLE 3, SECTION 22-44 OF THE
HAWAII COUNTY CODE, SHALL BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS
BY THE CONTRACTOR FOR WORK WITHIN THE COUNTY RIGHT-OF-WAY.
8. THE CONTRACTOR SHALL PROVIDE AT LEAST ONE (1) LANE FOR TRAFFIC MOVEMENT
AT ALL TIMES. TWO (2) LANES FOR TRAFFIC MOVEMENT SHALL BE PROVIDED BETWEEN
THE HOURS OF 130 P.M. TO 8:00 A.M.
9. THE EXISTING PAVEMENT SHALL BE SAW -CUT BEFORE COMMENCEMENT OF
TRENCHING WORK.
10. ANY PAVEMENT OUTSIDE THE CONTRACT ZONE LIMITS DAMAGED AS A RESULT OF
CONSTRUCTION OPERATIONS SHALL BE RESTORED TO ITS ORIGINAL CONDITION, OR
BETTER, AS DIRECTED BY THE DPW.
11, A TEMPORARY COLD MIX PATCH SHALL BE APPLIED IMMEDIATELY UPON COMPLETION
OF THE BACKFILLING OPERATION AND SHALL BE MAINTAINED BY THE CONTRACTOR UNTIL
A PERMANENT PATCH IS AUTHORIZED BY THE DEPARTMENT OF PUBLIC WORKS.
12. NO MATERIAL, EXCEPT THE TRENCH EXCAVATED MATERIAL, SHALL BE STOCKPILED
CLOSER THAN SIX (6) FEET FROM THE EXISTING EDGE OF PAVEMENT.
13. NO CONSTRUCTION EQUIPMENT SHALL BE PARKED WITHIN THE ROAD RIGHT-OF-WAY
IN SUCH A MANNER THAT THE EQUIPMENT WILL OBSTRUCT THE NORMAL MOVEMENT AND
SIGHT DISTANCE OF THE DRIVING MOTORIST, EXCEPT DURING ACTUAL WORKING HOURS.
14. EXCEPT DURING ACTUAL WORKING HOURS, ALL SIGNS THAT DO NOT PERTAIN TO THE
CONSTRUCTION ACTIVITY, SUCH AS "MEN WORKING" AND "FLAGMAN AHEAD" SHALL BE
COVERED OR LAID DOWN. HOWEVER, ALL SIGNS NECESSARY FOR THE SAFETY OF THE
PUBLIC SHALL BE MAINTAINED.
15. ANY PAVEMENT MARKINGS, STRUCTURES, AND APPURTENANCES DAMAGED BY THE
UTILITY LINE INSTALLATION SHALL BE REPAINTED OR RECONSTRUCTED AS DIRECTED BY
THE DEPARTMENT OF PUBLIC WORKS.
16. NO TRENCHING SHALL BE LEFT OPEN FOR MORE THAN FIVE (5) WORKING DAYS
17. SHOULD TRENCHING OCCUR THROUGH AN EXISTING SIDEWALK OR SHOULD DAMAGES
OCCUR TO THE SIDEWALK AS A RESULT OF TRENCHING, THE FOLLOWING PROCEDURE
SHALL BE UTILIZED TO REPAIR THE SIDEWALK:
A. ALL PORTLAND CEMENT CONCRETE TO BE REMOVED SHALL FIRST BE CUT WITH A
CONCRETE SAW THAT HAS A DIAMOND OR CARBORUNDUM ABRASIVE WHEEL. THOSE
CUTS SHALL BE MADE TO A DEPTH EQUAL TO AT LEAST ONE-FOURTH OF THE DEPTH
OF THE SLAB, OR ENOUGH AS IS DEEMED NECESSARY BY THE DEPARTMENT OF PUBLIC
WORKS, TO PERMIT BREAKING OUT THE BALANCE OF THE CONCRETE WITHOUT SPALLING
OFF THE EXPOSED EDGES OF THE SLAB LEFT IN PLACE.
B. IF ANY CONCRETE BLOCK IS TOUCHED, THE WHOLE BLOCK SHALL BE REMOVED AND
LATER REPLACED, UNLESS A MINOR VARIATION IS AUTHORIZED BY THE DPW OR ITS
REPRESENTATIVE.
C. ANY DAMAGES TO ADJACENT AREAS DUE TO SETTLEMENT OR TO ANY OTHER EFFECTS
WHATSOEVER CAUSED BY THE TRENCH CONSTRUCTION SHALL BE PROPERLY REPAIRED
AND CORRECTED.
D. ALL OTHER INCIDENTAL WORK SHALL BE SATISFACTORILY PERFORMED TO EFFECT THE
PROPER RESTORATION OF THE SIDEWALK AREA.
SHOULD DAMAGE TO A SIDEWALK, CURB AND/OR GUTTER OCCUR AT A LOCATION WHERE
A CURB RAMP SHOULD EXIST, OR TO A DRIVEWAY THAT DOES NOT MEET WITH THE
REQUIREMENTS OF THE AMERICANS WITH DISABILITIES ACT (ADA), REPAIR WORK SHALL
INCLUDE THE CONSTRUCTION OF A CURB RAMP, OR RECONSTRUCTION TO THE DRIVEWAY
SUCH THAT THE REPAIR WORK COMPLIES WITH THE ADA AND MEETS WITH THE
APPROVAL OF THE DPW.
18. THE PERMITTEE SHALL MAINTAIN, TO THE SATISFACTION OF THE DEPARTMENT OF
PUBLIC WORKS, THE AREA WORKED WITHIN THE GOVERNMENT RIGHT-OF-WAY INCLUDING
ANY REPAIRS TO PAVEMENT AND SHOULDER DAMAGED AS A RESULT OF THE
INSTALLATION WORK, FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL
INSPECTION. THE PERMITTEE SHALL UNDERTAKE REPAIRS EXPEDITIOUSLY, WHENEVER
DIRECTED BY THE DEPARTMENT OF Public Works during the maintenance period.
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SOLID WASTE CONSTRUCTION ES 6 P_ s 1,+ 3 2
1. UNLESS OTHERWISE SPECIFIED, THE CONTRACTOR IS RESPONSIBLE FOR THE PROPER
HANDLING, STORAGE AND/OR DISPOSAL OF ALL WASTE GENERATED BY THIS
CONSTRUCTION, INCLUDING GRUBBING AND EXCESS EXCAVATED MATERIAL. ANY
MATERIAL BROUGHT TO THE COUNTY LANDFILLS WILL BE SUBJECTED TO THE INSTITUTED
TIPPING FEE SYSTEM, WITH NO EXCEPTIONS OR EXEMPTIONS.
2. ALL WASTES GENERATED BY CONSTRUCTION, INCLUDING GRUBBING, DEMOLITION AND
EXCESS EXCAVATION MATERIAL MAY BE BROUGHT TO THE WEST HAWAII OR THE HILO
LANDFILL. THE CONTRACTOR SHALL CHECK WITH THE SOLID WASTE DIVISION FOR
DISCLOSURE OF THE CURRENT LANDFILL FEE AND CONSIDERATION OF THAT FEE SHALL
BE INCLUDED IN THE CONTRACTOR'S BID SUM.
3. CONSTRUCTION, DEMOLITION AND GRUBBING MATERIAL SHALL NOT BE DEPOSITED AT
ANY OF THE COUNTY TRANSFER STATIONS, BUT SHALL BE TRANSPORTED FOR DISPOSAL
TO EITHER THE WEST HAWAII OR HILO LANDFILL.
4. ASBESTOS MATERIAL MUST BE SEPARATED, DOUBLE BAGGED AND LANDFILLED IN
ACCORDANCE WITH REGULATIONS OF THE SOLID WASTE DIVISION, DEPARTMENT OF PUBLIC
WORKS. INFORMATION MAY BE OBTAINED BY CALLING THE DIVISION AT (808) 961-8339
BETWEEN 7:00 A.M. AND 4:00 P.M. MONDAY THROUGH FRIDAY.
1. ALL WORK SHALL CONFORM TO THE DEPARTMENT OF WATER SUPPLY "WATER SYSTEM
STANDARDS," VOLUMES 1 AND 2, DATED 1985, 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 WORK, EQUIPMENT, AND MATERIAL FURNISHED BY THE D.W.S. SHALL BE PAID FOR BY THE
CONTRACTOR.
4. ALL EXISTING WATERLINES, WATERLINE APPURTENANCES AND OTHER UTILITY LOCATIONS SHOWN
ON THE PLANS ARE OBTAINED FROM LATEST RELIABLE SOURCES. THE CONTRACTOR SHALL BE
RESPONSIBLE TO VERIFY THE EXACT LOCATION OF ALL UTILITIES IN THE FIELD AND SHALL BEAR
ALL COST FOR DAMAGES DONE DURING THE CONTRACT PERIOD.
5. 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.
6. 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 Q.W.S. ENGINEER MAY REQUIRE A
BY-PASS LINE, REGARDLESS OF THE EXPECTED WATER SHUT-OFF PERIOD.
7. 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.
B. ALL FITTINGS (CLASS 250 MAX.) AND ALL GATE VALVES (CLASS 200) SHALL BE DUCTILE IRON,
WITH MECHANICAL JOINTS UNLESS OTHERWISE SPECIFIED.
9. THE D.W.S. WILL NOT ASSUME OWNERSHIP OF NOR GRANT ANY WATER SERVICE UNTIL THE
WATER SYSTEM IS DEDICATED TO THE D.W.S. ALONG WITH ALL NECESSARY EASEMENTS AND
DOCUMENTS.
10. RELOCATION OF EXISTING METERS SHALL BE DONE UNDER D.W.S. SUPERVISION, RELOCATION
OF CUSTOMER SERVICE LINES TO RELOCATED METERS SHALL BE DONE BY THE CONTRACTOR.
MATERIALS USED TO CONNECT CUSTOMER LINES TO RELOCATED METERS SHALL BE NEW 3/4"
COPPER TYPE K. ALL WORK AND MATERIALS REQUIRED SHALL BE PROVIDED BY THE CONTRACTOR
AND CONSIDERED INCIDENTAL TO THE VARIOUS BID ITEMS. EXISTING METER BOXES DAMAGED BY
THE CONTRACTOR SHALL BE REPLACED AT THE CONTRACTOR'S COST, A DIELECTRIC UNION SHALL
BE USED TO CONNECT THE COPPER PIPE TO THE CUSTOMER'S G.I. PIPE. (IF APPLICABLE)
11. THE WATERLINE SHALL BE TESTED AT A MINIMUM OF 225 PSI OR 1Y2 TIMES THE STATIC
PRESSURE WHICHEVER IS, AT THE LOW POINT UNDER D.W.S. SUPERVISION.
12. 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.
13. EXISTING VALVES, F.H. UNITS, VALVE BOXES, FRAMES AND COVERS DESIGNATED "REMOVE AND
SALVAGED" SHALL BE CLEANED OF ALL DIRT, SCABS AND CONCRETE AND DELIVERED TO THE
RESPECTIVE D.W.S. BASEYARD. THIS WORK SHALL BE CONSIDERED INCIDENTAL TO THE VARIOUS
BID ITEMS, UNLESS SPECIFIED OTHERWISE.
14. EXISTING WATERLINES, VALVES, FITTINGS AND APPURTENANCES NOT DESIGNATED "REMOVE AND
SALVAGE" SHALL BE ABANDONED IN PLACE. ALL EXPOSED VALVE BOXES, VALVES, PIPES AND
APPURTENANCES SHALL BE REMOVED AND DISPOSED OF PROPERLY AT NO COST TO THE D.W.S.
15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORD DRAWINGS (AS -BUILT DRAWINGS) AND
THE LICENSED ENGINEER SHALL CERTIFY THE DRAWINGS AS TO ACCURACY AND SUBMIT THE
DRAWINGS AND AS -BUILT TRACINGS TO THE D.W.S.
16. WHEN COMPACTION TESTS ARE REQUIRED, THE CONTRACTOR SHALL BE RESPONSIBLE TO
PROVIDE THE D.W.S. WITH PROCTOR RESULTS OF MATERIALS TO BE USED FOR THAT PORTIN OF
WORK REQUIRING COMPACTION. THESE RESULTS SHALL BE CERTIFIED AND SHALL BE FURNISHED
TO D.W.S. ONE WEEK PRIOR TO COMMENCEMENT OF WORK. COST FOR COMPACTION TESTS SHALL
BE INCIDENTAL TO PIPELINE INSTALLATION.
17. ALL NEWLY INSTALLED WATERLINES SHALL HAVE A BLUE WARNING TAPE LABLED "WATERLINE"
PLACED DIRECTLY OVER THE COMPACTED CUSHION MATERIAL.
18. CONTRUCTION PROJECTS REQUIRING TEMPORORARY WATER SERVICE SHALL BE METERED AND
PAID FOR FOR BY THE CONTACTOR.
19. A D.W.S. APPROVED REDUCED PRESSURE PRINCIPLE TYPE BACKFLOW PREVENTION ASSEMBLY
SHALL BE INSTALLED. IT MUST BE INSTALLED ON PRIVATE PROPERTY IN ACCORDANCE WITH D.W.S.
STANDARD DETAIL NO. 126 (ABOVE GROUND) AND DEPARTMENTAL STAFF MUST APPROVE THE
INSTALLATION( BEFORE WATER SERVICE CAN BE STATED. NO TAPS OR CONNECTIONS ARE ALLOWED
BETWEEN THE METER AND THE APPROVED BACKFLOW PREVENTION ASSEMBLY. THE OWNER IS
REQUIRED TO TEST THE BACKFLOW PREVENTION ASSEMBLY 1 TIME (S) PER YEAR.
RANG INCITES
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 DEPARTMENT OF PUBLIC
WORKS (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,
3. 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, HAR 11-60.1, FUGITIVE
DUST.
4, 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.
5. THE CONTRACTOR SHALL SOD OR PLANT ALL SLOPES AND EXPOSED AREAS IMMEDIATELY
AFTER THE GRADING WORK HAS BEEN COMPLETED.
6. FILLS ON SLOPES STEEPER THAN 5:1 SHALL BE KEYED.
7. THE CON -TRACTOR SHALL INFORM THE DPW OF THE LOCATION OF THE DISPOSAL AND/OR
BORROW SITEI(S) REQUIRED FOR THIS PROJECT WHEN AN APPLICATION FOR A GRADING PERMIT IS
MADE. THE DIISPOSAL AND/OR BORROW SITES) MUST ALSO FULFILL THE REQUIREMENTS OF THE
GRADING ORDIINANCE.
8. NO GRADING WORK SHALL BE DONE ON SATURDAYS, SUNDAYS AND HOLIDAYS ANYTIME
WITHOUT PRIOR APPROVAL FROM THE DEPARTMENT OF PUBLIC WORKS. GRADING WORK ON
NORMAL WORNQNG DAYS SHALL BE BETWEEN THE HOURS OF 8:00 A.M. TO 4:30 P.M.
9. FILLS SHALL BE COMPACTED TO 90 PERCENT (90%) OF MAXIMUM DENSITY PER ASTM D-1557
TEST.
10. THE CONTTRACTOR SHALL REMOVE ALL VEGETATION BEFORE PLACING FILLS ON NATURAL
GROUND SURFACE.
General Notes
LICENSED
PROFESSIONAL
4t ENGINEER �}
Na. 2308-C
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THIS WORK WAS PREPARED BY
ME OR UNDER MY SUPERVISION AND
CONSTRUCTION OF THIS PROJECT
WILL BE UNDER MY OBSERVATION,
1.J EXPIRES: 4/30%04
Revision/Issue
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LEO FLEMING, C.E.
P.O. BOX 396
KAILUA-KONA, HAWAII
96745
*)wt Naw end Address
LOT 95 OF
LONO KONA SUBDIVISION
SEWER PLAN
TMK; 7-5-22;75
MAR. 11, 2004 AC a
NO SCALE 3
TYP, UNPAVED 5EC(10 TYP. PAVEMENT SECTION
OR 5HOULDER
--RESURFACE EXISTING ROADWAY
A5 REQUIRED
G" BA5E COURSE WIIII
OL TREATMENT OR
G" MIN. THK. TOP 501L -
WITH GPA551NG IN
EX15TING GRA55 AREAS
COUNTY OF HAWAII
ENVIRONMENTAL MANAGEMENT
WASTE WATER DIVISION
5AWCUT R TACK EXIST. A.C.
COAT PRIOR TO ROADWAY
PAVING
TRENCH DETAIL
1 1/2" CLE
064050 5" O.C.
NOTE: EACH WAY (TYPICAL)
DESIGN ENGINEER -'WALL
INSPECT CONSTRUCTION OF THE
S• x S• x S• DEEP DRAINAGE BASIN
AND VERIFY PROPOSED DRAINAGE
CAPACITY. WRITTEN VEMFICA71ON
SHALL BE SUBMITTED TO THE D.P.W.
FOR APPROVAL. BASIN CANNOT
BE PERMANENTLY COVERED WITH-
OUT PRIOR INSPECTION AND
APPROVAL OF THE DESIGN ENGINEER.
VERIFICATION AND CERTIFICATION
SHALL ALSO HAVE THE ENGINEERS
SKETCH OF THE BASINS GEOLOGICAL
COMPOSITICN.
11 BARS ADDED
AT BOTTOM SLAB
r- r
A.C. PAVEMENT MIX IV
BASE COURSE
50BB1k5E COUR5E
5UiTABLE BACKFILL
MATERIALS (5EE 5PEC5.)
3/4" BA5E COURSE
FINAL PIPE BACKFILL ZONE
BAND SHOVEL AND COMPACT
WITHOUT PIPE DEFLECTION
3/4" 5A5E COURSE
INITIAL PIPE BACKFILL -ZONE
HAND 5HOVEL AND COMPACT
WITHOUT PIPE DEFLECTION
3/4" BA5E COURSE
COMPACT TO REQUIRED
GRADE5
STANDARD �-
DETAI L5
GO. $ID. R-40 GRYWELL
FRAME & ORATE OR AS 14=91).
3•-4•__^^--• CONSTRUCT G.R.M. GRADE WALL
t r/4' CLEAR VAR#ES WOE SIDES ARE UNSTABLE
S' x S' ". Or, "tlmadiYicc✓
ELUPSE -BASALT BEDROCK
TYPICAL SECTION - DRAINAGE BASIN
N. T. S.
BASIN PLAN WITH
WODIFIED R-40 DRYWELL COVER
AND ADD17IONAL REINFORCEMENT
N. T. S.
1` x 2 1/2' x 3'-O' F:B. (2) AS SHOWN
r, Af read:/"/tn'
GROUND SECTION i 51DEWALK 5EGTION
---G" 5RA55 PLUG COUNT LK SUNK
3/4" CNAMFEK LSA. INSTALL TRAFFIC RATED FRAME AND COVER
MATCH EXIST GROUND (SEI TRAFFIC RATED F MF AND COVER DEINL)
ZJL
7%`\TI ! •���ri\', %�T\ I .49 MIN.*BA5F-
16"x
\i\\/;\ r /\�\ a
4" MIN. 16"x8" Th K.- --G" CLEANOUT
CONC. COLLAR
w
z
J
tL
us
D..
Q --G" 5'I REET ELBOW
OL
--6"x6"x6" WYE
G"-t1B BCNU
2% MAX.- I % MIN. SLOPE I/ I G BEND
A5
REQUIRED
INVERT ELEV.__
G" DIA, LATERAL
4" PLU
G"x MAIN DIA. WYE BRANCH --- {"
G"x4" INCREASER ROTATE 45° FROM HORIZONTAL
UNLESS OTHERWI5E DIRECTED SEWER MAIN
NOTE:
1. SEE SEWER CONSTRUCTION PLAN5 FOR LENGTH AND ELEVATION OF LATERAL.
COUNTY Of HAWAII STANDARD
ENVIRONMENTAL MANAGEMENT TYPICAL LATERAL AT MAIN LINE
DETAILS
15-2
WASTE WATER DIVISION
CONNECT SEWER -
EXTENTION WITH
8" PIPE COUPLING
8" SEWER
REMOVE EXISTING CAP
PRIOR TO CONNECTION
EX. 8" SEWER
G" DIA. CLEANOUT`
----------
PAVEMENT GKAADE
-CLASS "B..
CONCRETE COLLAR
C.I. CLEANOUT BOX.
MODEL SBF 124G-5 AS
MANUFACTIURED BY SOUTH BAY
FOUNDRY OR APPROVED EQUAL
O FRAME AND (;,OVER
COUNTY OF HAWAII TRAFFIC RATED
STANDARD
ENVIRONMENTAL MANAGEMENT FRAME AND COVER DETAILS
WASTE WATER DIVISION
SCALE: 1 112"= 1'-O" MAKCti 2(703
5-4
"ETER 8OUCHER, WASTEWATER DIVISION UHltr, DAI+
OUNTY OF HAWAII
General Notes
/ LICENSED
PROFESSIONAL
4( ENGINEER Ia
No. 2308—C
JCS.
THIS WORK WAS PREPARED BY
ME OR UNDER MY SUPERVISION AND
CONSTRUCTION OF THIS PROJECT
WILL BE UNDER MY OBSERVATION.
EXPIRES: 4/30/04
Revision/Issue IDo
rel HWM eM Address
LEO FLEMING, C.E.
P.O. BOX 396
KAILUA-KONA, HAWAII
96745
eject Wase and Morose
LOT 95 OF
LONO KONA SUBDIVISION
SEWER PLAN
TW: 7--5-22:75
EM est
we
MAR. 11, 2004 39f
AS SHOWN 3
51ZE
WIDTIHH
G"24"
4"
81'2
11
411
104'
224"
411
12"
30"
5"
COUNTY OF HAWAII
ENVIRONMENTAL MANAGEMENT
WASTE WATER DIVISION
5AWCUT R TACK EXIST. A.C.
COAT PRIOR TO ROADWAY
PAVING
TRENCH DETAIL
1 1/2" CLE
064050 5" O.C.
NOTE: EACH WAY (TYPICAL)
DESIGN ENGINEER -'WALL
INSPECT CONSTRUCTION OF THE
S• x S• x S• DEEP DRAINAGE BASIN
AND VERIFY PROPOSED DRAINAGE
CAPACITY. WRITTEN VEMFICA71ON
SHALL BE SUBMITTED TO THE D.P.W.
FOR APPROVAL. BASIN CANNOT
BE PERMANENTLY COVERED WITH-
OUT PRIOR INSPECTION AND
APPROVAL OF THE DESIGN ENGINEER.
VERIFICATION AND CERTIFICATION
SHALL ALSO HAVE THE ENGINEERS
SKETCH OF THE BASINS GEOLOGICAL
COMPOSITICN.
11 BARS ADDED
AT BOTTOM SLAB
r- r
A.C. PAVEMENT MIX IV
BASE COURSE
50BB1k5E COUR5E
5UiTABLE BACKFILL
MATERIALS (5EE 5PEC5.)
3/4" BA5E COURSE
FINAL PIPE BACKFILL ZONE
BAND SHOVEL AND COMPACT
WITHOUT PIPE DEFLECTION
3/4" 5A5E COURSE
INITIAL PIPE BACKFILL -ZONE
HAND 5HOVEL AND COMPACT
WITHOUT PIPE DEFLECTION
3/4" BA5E COURSE
COMPACT TO REQUIRED
GRADE5
STANDARD �-
DETAI L5
GO. $ID. R-40 GRYWELL
FRAME & ORATE OR AS 14=91).
3•-4•__^^--• CONSTRUCT G.R.M. GRADE WALL
t r/4' CLEAR VAR#ES WOE SIDES ARE UNSTABLE
S' x S' ". Or, "tlmadiYicc✓
ELUPSE -BASALT BEDROCK
TYPICAL SECTION - DRAINAGE BASIN
N. T. S.
BASIN PLAN WITH
WODIFIED R-40 DRYWELL COVER
AND ADD17IONAL REINFORCEMENT
N. T. S.
1` x 2 1/2' x 3'-O' F:B. (2) AS SHOWN
r, Af read:/"/tn'
GROUND SECTION i 51DEWALK 5EGTION
---G" 5RA55 PLUG COUNT LK SUNK
3/4" CNAMFEK LSA. INSTALL TRAFFIC RATED FRAME AND COVER
MATCH EXIST GROUND (SEI TRAFFIC RATED F MF AND COVER DEINL)
ZJL
7%`\TI ! •���ri\', %�T\ I .49 MIN.*BA5F-
16"x
\i\\/;\ r /\�\ a
4" MIN. 16"x8" Th K.- --G" CLEANOUT
CONC. COLLAR
w
z
J
tL
us
D..
Q --G" 5'I REET ELBOW
OL
--6"x6"x6" WYE
G"-t1B BCNU
2% MAX.- I % MIN. SLOPE I/ I G BEND
A5
REQUIRED
INVERT ELEV.__
G" DIA, LATERAL
4" PLU
G"x MAIN DIA. WYE BRANCH --- {"
G"x4" INCREASER ROTATE 45° FROM HORIZONTAL
UNLESS OTHERWI5E DIRECTED SEWER MAIN
NOTE:
1. SEE SEWER CONSTRUCTION PLAN5 FOR LENGTH AND ELEVATION OF LATERAL.
COUNTY Of HAWAII STANDARD
ENVIRONMENTAL MANAGEMENT TYPICAL LATERAL AT MAIN LINE
DETAILS
15-2
WASTE WATER DIVISION
CONNECT SEWER -
EXTENTION WITH
8" PIPE COUPLING
8" SEWER
REMOVE EXISTING CAP
PRIOR TO CONNECTION
EX. 8" SEWER
G" DIA. CLEANOUT`
----------
PAVEMENT GKAADE
-CLASS "B..
CONCRETE COLLAR
C.I. CLEANOUT BOX.
MODEL SBF 124G-5 AS
MANUFACTIURED BY SOUTH BAY
FOUNDRY OR APPROVED EQUAL
O FRAME AND (;,OVER
COUNTY OF HAWAII TRAFFIC RATED
STANDARD
ENVIRONMENTAL MANAGEMENT FRAME AND COVER DETAILS
WASTE WATER DIVISION
SCALE: 1 112"= 1'-O" MAKCti 2(703
5-4
"ETER 8OUCHER, WASTEWATER DIVISION UHltr, DAI+
OUNTY OF HAWAII
General Notes
/ LICENSED
PROFESSIONAL
4( ENGINEER Ia
No. 2308—C
JCS.
THIS WORK WAS PREPARED BY
ME OR UNDER MY SUPERVISION AND
CONSTRUCTION OF THIS PROJECT
WILL BE UNDER MY OBSERVATION.
EXPIRES: 4/30/04
Revision/Issue IDo
rel HWM eM Address
LEO FLEMING, C.E.
P.O. BOX 396
KAILUA-KONA, HAWAII
96745
eject Wase and Morose
LOT 95 OF
LONO KONA SUBDIVISION
SEWER PLAN
TW: 7--5-22:75
EM est
we
MAR. 11, 2004 39f
AS SHOWN 3
STANDARD TRAFFIC NOTES REVISED SEPTEMBER, 2003
1. ALL TRAFFIC SIGNS AND PAVEMENT MARKINGS SHALL CONFORM TO THE LATEST
EDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES", AS AMENDED,
AND APPLICABLE SECTIONS OF PART V OF THE "STANDARD DETAILS FOR PUBLIC
WORKS CONSTRUCTION," DATED SEPTEMBER, 1984, AND THE "HAWAI'I STANDARD
SPECIFICATIONS FOR ROAD, BRIDGE AND PUBLIC WORKS CONSTRUCTION," 1994
EDITION, UNLESS OTHERWISE SPECIFIED ON THE PLANS, SPECIFICATIONS, OR THE
STANDARD TRAFFIC NOTES.
2. THE CONTRACTOR SHALL INSTALL PERMANENT OR TEMPORARY PAVEMENT MARKERS,
STRIPING AND MARKINGS AS REQUIRED BY SECTION 629 OF THE "HAWAN 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.
THE CONTRACTOR SHALL COORDINATE AND HIRE SPECIAL DUTY POLICE OFFICER(S)
AS NEEDED TO PROVIDE TRAFFIC CONTROL WHILE WORKING WITHIN THE COUNTY
RIGHT OF WAY.
3. THE CONTRACTOR SHALL INFORM THE TRAFFIC DIVISION AT LEAST SIX (6) WORKING
DAYS PRIOR TO ANY WORK ON PAVEMENT MARKINGS OPERATIONS AND/OR SIGN
INSTALLATIONS TO SCHEDULE A REVIEW AND APPROVAL OF THE STRIPING AND/OR
SIGNING PLANS.
4. THE APPROVED STRIPING PLAN SHALL BE LAYED OUT USING THINNED -OUT PAINT
OR OTHER APPROVED METHODS. FIELD ADJUSTMENTS SHALL BE MADE AS DIRECTED
BY THE ENGINEER BEFORE THE FINAL MARKINGS ARE APPLIED.
& ALL PAVEMENT MARKINGS THAT BECOME INAPPLICABLE SHALL BE REMOVED BY THE
CONTRACTOR AT HIS OWN EXPENSE. REMOVAL SHALL BE BY ERADICATION OR BY
OTHER METHODS APPROVED BY THE ENGINEER BEFORE THE NEW PAVEMENT MARKINGS
ARE APPLIED. EXCESSIVE GOUGING OF THE PAVEMENT IS NOT ACCEPTABLE AND
SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.
8. PAVEMENT STRIPING SHALL BE WITH REFLECTIVE THERMOPLASTIC COMPOUND PAVEMENT
MARKING AS SPECIFIED IN SECTIONS 629 AND 712.55 OF THE HAWAII STANDARD
SPECIFICATIONS FOR ROAD, BRIDGE AND PUBLIC WORKS CONSTRUCTION (1994 EDITION)
ON ALL ROADWAYS HAVING A TRAFFIC VOLUME OF MORE THAN 400 AADT. 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.
PRE -MIXED REFLECTORIZED OIL-BASED LEAD-FREE TRAFFIC PAINTS THAT HAVE BEEN
TESTED AND PRE -APPROVED BY THE COUNTY OF HAWAII MAY BE USED ON LOW
VOLUME ROADS HAVING A TRAFFIC VOLUME OF LESS THAN 400 AADT, EXCEPT STOP
LINES, CROSSWALK MARKINGS, PAVEMENT ARROWS AND SYMBOLS SHALL BE WITH
THERMOPLASTIC COMPOUND OR HEAT APPLIED PRE -FORMED THERMOPLASTIC PAVEMENT
MARKING TAPE DESCRIBED BELOW.
HEAT APPLIED PRE -FORMED THERMOPLASTIC PAVEMENT MARKING TAPE WITH VISIBLE
TEMPERATURE INDICATORS, OR AN EQUAL PAVEMENT MARKING TAPE THAT IS APPROVED
BY THE TRAFFIC DIVISION MAY BE USED FOR CROSSWALKS, STOPLINES, PAVEMENT
ARROWS, ALPHABETS, & SYMBOLS IN LIEU OF THERMOPLASTIC COMPOUND.
7. REFLECTORIZED RAISED PAVEMENT MARKERS SHALL BE THE REGULAR SIZED MARKERS
WITH APPROXIMATE DIMENSIONS OF 4" BY 4" BY 0.7. THE CONTRACTOR SHALL
SUBMIT CERTIFICATE OF COMPLIANCE CERTIFYING THAT THE RAISED PAVEMENT MARKERS
TO BE USED MEETS AND/OR EXCEEDS THE CURRENT STATE OF HAWAII, DEPARTMENT
OF TRANSPORTATION SPECIFICATIONS.
& ALL TRAFFIC SIGNS & POSTS SHALL MEET THE REQUIREMENTS OF THE COUNTY OF
HAWAII STANDARD DETAIL T-1 EXCEPT THAT FLANGED CHANNEL POSTS AND
OCTAGONAL POSTS WILL NOT BE ACCEPTABLE. SIGNS SHALL BE ON ALUMINUM
SHEETING OF 0.080 -INCH MINIMUM THICKNESS. SIGNPOST SHALL BE 2" SQUARE
TELESPAR TUBING NO. 20 F 12 OR EQUIVALENT WITH 2 1/4" SQUARE TELESPAR
ANCHOR POST.
S. ALL TRAFFIC SIGNS SHALL BE COMPLETELY REFLECTORIZED WITH TYPE III OR TYPE IV
HIGH INTENSITY RETROREFLECTIVE SHEETING EXCEPT THAT PARKING/NO PARKING &
STREET NAME SIGNS MAY BE ENGINEER GRADE REFLECTIVE SHEETING. OVERHEAD
STREET NAME SIGNS SHALL BE HIGH INTENSITY.
10. 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 CONDITION
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" BY 12" SQUARE SHALL BE SAW -CUT AND REMOVED PRIOR
TO THE INSTALLATION OF THE ANCHOR POST AND THEN PATCHED WITH HOT MIX TO
MIX TO MATCH THE EXISTING A.C. PAVEMENT, & CONCRETE TO MATCH THE EXISTING
CONCRETE SIDEWALK.
11. 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 IN
ACCORDANCE TO ITEM 6 OF THE CURRENT STANDARD TRAFFIC NOTES. ALL TRAFFIC
SIGNS AND POSTS WITHIN THE CONSTRUCTION AREA AND ADJACENT AREAS THAT HAVE
BEEN DAMAGED, REMOVED, OR ADVERSELY AFFECTED BY THE CONSTRUCTION WORK
SHALL BE REPLACED BY THE CONTRACTOR IN ACCORDANCE TO ITEM(S) 8, 9, AND
10 OF THE CURRENT STANDARD TRAFFIC NOTES.
12. ALL DEDICATED STREETS MUST HAVE STREET NAMES WHICH HAVE BEEN APPROVED
BY RESOLUTION BEFORE ACCEPTANCE OF THE STREET BY THE COUNTY OF HAWAII.
13. INSTALL PRIVATE ROAD SIGNS) ON ALL PRIVATE ROAD(S). SIGN SHALL BE ON 18"
WIDE BY 12" HIGH ALUMINUM PLATE WITH a BLACK LETTERING ON WHITE
REFLECTORIZED SHEETING WITH BORDER.
14. ALL SIGNS & MARKINGS FOR PRIVATE ROADWAYS SHALL BE MAINTAINED BY THE
PRIVATE OWNERS.
•
1000' I L L _ 1500' I_ B _ I WORK AREA I MIN. 500'
/
ROADS
SHOULDER
WORK WORK WORK
AHEAD 2D FT. D t'T.
MPH MPH MPH
CW20-1AD CW21-5(2D)-A CW21-5(D)-A
48" x 48" 48' x 48" 48' x 48'
(SEE NOTE 5) CWI3-1( )-A CWI3-1( )-A
CW13-1( )-A 24X24' 24"x24'
24'X24'
LEGEND
SIGN
• CONE OR DELINEATOR
4♦ DIRECTION OF TRAFFIC
GENERAL NOTES FOR TRAFFIC CONTROL PLAN
1, THE PERMITTEE SHALL MAKE MINOR ADJUSTMENTS AT INTERSECTIONS, DRIVEWAYS,
BRIDGES, STRUCTURES, ETC., TO FIT FIELD CONDITIONS.
2 CONES OR DELINEATORS SHALL BE EXTENDED TO A POINT WHERE THEY ARE VISIBLE
TO APPROACHING TRAFFIC.
8 TRAFFIC CONTROL DEVICES SHALL BE INSTALLED SUCH THAT THE SIGN OR DEVICE
FARTHEST FROM THE WORK AREA SHALL BE PLACED FIRST. THE OTHERS SHALL THEN
BE PLACED PROGRESSIVELY TOWARD THE WORK AREA.
4. REGULATORY .AND WARNING SIGNS WITHIN THE CONSTRUCTION ZONES THAT ARE IN
CONFLICT WITH THE TRAFFIC CONTROL PLANS SHALL BE REMOVED OR COVERED. ALL
SIGNS SHALL BE RESTORED UPON COMPLETION OF THE WORK.
IL FLAGGERS AND/OR POLICE OFFICERS SHALL BE IN SIGHT OF EACH OTHER OR IN
DIRECT COMMUNICATION AT ALL TIMES.
8. WHEN REQUIRED BY THE ISSUING OFFICE, THE PERMITTEE SHALL INSTALL A
FLASHING ARROW SIGNAL AS SHOWN ON THE TRAFFIC CONTROL PLANS.
T. SIGN SPACINGS (L), TAPER LENGTH (T). AND SPACINGS OF CONES OR DELINEATORS
SHALL BE AS SHOWN IN TABLE 1, UNLESS OTHERWISE NOTED ON THE TRAFFIC CONTROL PLANS.
S. ALL TRAFFIC LANES SHALL BE A MINIMUM OF 10 FEET WIDE.
8. ALL CONSTRUCTION WARNING SIGNS SHALL BE PROMPTLY REMOVED OR COVERED
WHENEVER THE MESSAGE IS NOT APPLICABLE OR NOT IN USE.
10. THE BACKS OF ALL SIGNS USED FOR TRAFFIC CONTROL SHALL BE APPROPRIATELY COVERED
TO PRECLUDE THE DISPLAY OF INAPPLICABLE SIGN MESSAGES (I.E. WHEN SIGNS
HAVE MESSAGES ON BOTH FACES).
11. AT THE END OF EACH DAY'S WORK OR AS SOON AS THE WORK IS COMPLETED, THE PERMITTEE
SHALL REMOVE ALL TRAFFIC CONTROL DEVICES NO LONGER NEEDED TO PERMIT
FREE AND SAFE PASSAGE OF PUBLIC TRAFFIC. REMOVAL SHALL BE IN REVERSE ORDER OF
INSTALLATION.
12. PERMANENT PAVEMENT MARKINGS AND TRAFFIC SIGNS SHALL BE REPLACED UPON THE
COMPLETION OF EACH PHASE OF WORK.
END
ROAD WORK
0020 - 2A
4e' x 24'
END
ROAD WORK
CO20 - 2A
48" x 24"
NUM
1. This plan may be used if all work, including equipment
and workers are off the trawl way.
2. See TABLE 1 for additional dimensions.
3. Engineer will determine If Advisory speed sign Is necessary.
4. Contractor will provide necessary adjustments to
accomodate Bicyclists and Pedestrians.
5. CW20-1AD sign required for posted speed limit
of 45 m.p.h. or greater.
a. Signing Is not required If the work orso Including equipment and
workers, Is outside the dear zone distance, as specified In the
latest AASHTO Roadside Design Guide.
WORKING ON SHOULDER OR ROADSIDE
FIMM 7 - TRAFFIC CONTROL PLAN
2
TABLE I. FOR TRAFFIC CONTROL PLAN
POSTED SPEED
LIMIT
(M.P.H.)
SIGN
SPACING
W
" n
TAPER LENGTH (n
(FEET)
LONGITUDINAL
BUFFER
SPACE (S)
(FEET)
SPACING OF CONES OR
DELINEATORS (FEET)
W ■ 17
OR LESS 1Q
W w GREATER
THAN 17Q
TAPER
TANGENT
WORK
AREA
20
260
200
W X 17
35
2D
20
10
25
250
200
W X 17
55
25
25
10
30
250
250
W X 20
85
30
30
10
35
260
250
W X 20
120
35
35
10
40
600
350
W X 30
170
46
45
10
45
600
660
W X 46
220
45
45
10
50
1000
SOD
W X W
280
50
W
10
W
1000
700
W X W
336
W
N
10
NOTES:1O W w WIDTH OF LANE, SHOULDER, OR OFFSET.
CW20 - 7(L) -A
48' x 48"
SUPPLEMENTAL PLATE
24" x 18'
a]
ONE LANE
ROAD
2L FT.
CW20x 48�
L L
ROAD
WORK
XX
NPH
CW20 - tA(3L
48" x 48'
CW13-1( )-A
\ 24"X24"
01
L
a a
5o' 100' -I
I 1000' I L I L I L III SOOT B I WORK AREA MIN. MIN' 500'
ROAD N
WORK
AHEAD
xx
NPH
CW20-1AD
48" x 48"
(SEE NOTE 1)
CW13-1(. )-A
24'x24'
1000'
01 411
NOTES FOR WORK WITHIN THE COUNTY RIGHT-OF-WAY
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE COUNTY OF HAWAII, DEPARTMENT
OF PUBLIC WORKS (DPW), "STANDARD DETAILS FOR PUBLIC WORKS CONSTRUCTION,"
DATED SEPTEMBER, 1984 AND "STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION," DATED SEPTEMBER, 1986.
2. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES, WHETHER
SHOWN ON THE PLAN OR NOT, AND SHALL BE RESPONSIBLE FOR THE REPAIR OR
REPLACEMENT OF SAME IN THE EVENT OF DAMAGES DUE TO HIS CONSTRUCTION
PRACTICES, THE CONTRACTOR SHALL COORDINATE HIS WORK WITH THE RESPECTIVE
UTILITY COMPANIES.
3. THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL TRAFFIC CONTROL DEVICES IN
CONFORMANCE WITH THE CURRENT EDITION OF THE "MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES FOR STREETS AND HIGHWAYS," AND AS DIRECTED BY THE CHIEF
ENGINEER, DEPARTMENT OF PUBLIC WORKS.
4. THE CONTRACTOR SHALL NOTIFY THE DEPARTMENT OF PUBLIC WORKS 48 HOURS BEFORE THE
COMMENCEMENT OF ANY UTILITY LINE WORK TO SCHEDULE A FIELD REVIEW AND SECURE
APPROVAL OF THE PROPOSED UTILITY LINE LOCATION WITHIN THE COUNTY RIGHT-OF-WAY.
5. THE PROPOSED UTILITY LINE LOCATION SHALL BE LAID OUT IN THE FIELD PRIOR TO
THE CONDUCTING OF THE FIELD REVIEW BY THE DEPARTMENT OF PUBLIC WORKS.
6. FIELD ADJUSTMENTS SHALL BE MADE DEPARTMENT OF PUBLIC WORKS PRIOR TO THE
COMMENCEMENT OF ANY UTILITY LINE WORK.
7. THE REQUIRED PERMIT, UNDER CHAPTER 22, ARTICLE 3, SECTION 22-44 OF THE HAWAII
COUNTY CODE, SHALL BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS BY
THE CONTRACTOR FOR WORK WITHIN THE COUNTY RIGHT-OF-WAY.
B. THE CONTRACTOR SHALL PROVIDE AT LEAST ONE (1) LANE FOR TRAFFIC MOVEMENT
AT ALL TIMES. TWO (2) LANES FOR TRAFFIC MOVEMENT SHALL BE PROVIDED BETWEEN
THE HOURS OF 3:30P.M. TO 8:00 A.M.
9. THE EXISTING PAVEMENT SHALL BE SAW -CUT BEFORE COMMENCEMENT OF TRENCHING WORK.
10. ANY PAVEMENT OUTSIDE THE CONTRACT ZONE LIMITS DAMAGED AS A RESULT OF
CONSTRUCTION OPERATIONS SHALL BE RESTORED TO ITS ORIGINAL CONDITION, OR
BETTER, AS DIRECTED BY THE CHIEF ENGINEER.
11. A TEMPORARY COLD MIX PATCH SHALL BE APPLIED IMMEDIATELY UPON COMPLETION
OF THE BACKFILLING OPERATION AND SHALL BE MAINTAINED BY THE CONTRACTOR
UNTIL A PERMANENT PATCH IS AUTHORIZED BY THE DEPARTMENT OF PUBLIC WORKS.
12. NO MATERIAL, EXCEPT THE TRENCH EXCAVATED MATERIAL, SHALL BE STOCKPILED
CLOSER THAN SIX (6) FEET FROM THE EXISTING EDGE OF PAVEMENT.
13. NO CONSTRUCTION EQUIPMENT SHALL BE PARKED WITHIN THE ROAD RIGHT-OF-WAY
IN SUCH A MANNER THAT THE EQUIPMENT WILL OBSTRUCT THE NORMAL MOVEMENT
AND SIGHT DISTANCE OF THE DRIVING MOTORIST, EXCEPT DURING ACTUAL WORKING HOURS.
14. EXCEPT DURING ACTUAL WORKING HOURS, ALL SIGNS THAT DO NOT PERTAIN TO THE
CONSTRUCTION ACTIVITY, SUCH AS "MEN WORKING' AND "FLAGMAN AHEAD" SHALL BE
COVERED OR LAID DOWN. HOWEVER, ALL SIGNS NECESSARY FOR THE SAFETY OF THE
PUBLIC SHALL BE MAINTAINED.
15. ANY PAVEMENT MARKINGS, STRUCTURES, AND APPURTENANCES DAMAGED BY THE UTILITY
LINE INSTALLATION SHALL BE REPAINTED OR RECONSTRUCTED AS DIRECTED BY THE
DEPARTMENT OF PUBLIC WORKS.
16. NO TRENCHING SHALL BE LEFT OPEN FOR MORE THAN FIVE (5) WORKING DAYS.
17. SHOULD TRENCHING OCCUR THROUGH AN EXISTING SIDEWALK OR SHOULD DAMAGES
OCCUR TO THE SIDEWALK AS A RESULT OF TRENCHING, THE FOLLOWING PROCEDURE
SHALL BE UTILIZED TO REPAIR THE SIDEWALK:
A.) ALL PORTLAND CEMENT CONCRETE TO BE REMOVED SHALL FIRST BE CUT
WITH A CONCRETE SAW THAT HAS A DIAMOND OR CARBORUNDUM ABRASIVE
WHEEL. THOSECUTS SHALL BE MADE TO A DEPTH EQUAL TO AT LEAST
ONE-FOURTH OF THE DEPTH OF THE SLAB, DEEMED NECESSARY BY THE
DEPARTMENT OF PUBLIC WORKS, TO PERMIT BREAKING OUT THE BALANCE
OF THE CONCRETE WITHOUT SPALLING OFF THE EXPOSED EDGES OF
THE SLAB LEFT IN PLACE.
B.) IF ANY CONCRETE BLOCK IS TOUCHED, THE WHOLE BLOCK SHALL BE
REMOVED AND LATER REPLACED, UNLESS A MINOR VARIATION IS
AUTHORIZED BY THE DPW OR ITS REPRESENTATIVE.
C.) ANY DAMAGES TO ADJACENT AREAS DUE TO SETTLEMENT OR TO ANY
OTHER EFFECTS WHATSOEVER CAUSED BY THE TRENCH CONSTRUCTION
SHALL BE PROPERLY REPAIRED AND CORRECTED.
D.) ALL OTHER INCIDENTAL WORK SHALL BE SATISFACTORILY PERFORMED TO
EFFECT THE PROPER RESTORATION OF THE SIDEWALK AREA. SHOULD
DAMAGE TO A SIDEWALK, CURB AND/OR GUTTER OCCUR AT A LOCATION
WHERE A CURB RAMP SHOULD EXIST, OR TO A DRIVEWAY THAT DOES
NOT MEET WITH THE REQUIREMENTS OF THE AMERICANS WITH DISABILITIES
ACT (ADA), REPAIR WORK SHALL INCLUDE THE CONSTRUCTION OF A CURB
RAMP, OR RECONSTRUCTION TO THE DRIVEWAY SUCH THAT THE REPAIR
WORK COMPLIES WITH THE ADA AND MEETS WITH THE APPROVAL OF THE DPW.
18. THE PERMITTEE SHALL MAINTAIN, TO THE SATISFACTION OF THE DEPARTMENT OF PUBLIC
WORKS, THE AREA WORKED WITHIN THE GOVERNMENT RIGHT-OF-WAY INCLUDING ANY
REPAIRS TO PAVEMENT AND SHOULDER DAMAGED AS A RESULT OF THE INSTALLATION
WORK, FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL INSPECTION. THE
PERMITTEE SHALL UNDERTAKE REPAIRS EXPEDITIOUSLY, WHENEVER DIRECTED BY THE
DEPARTMENT OF PUBLIC WORKS DURING THE MAINTENANCE PERIOD.
LEO FLEMING. C.E.
P.O.BOX 808
KAILUA-KONAr HAWAPI
90745
O N07E& I END �
ROAD ROAD SR
UNE 1. CW20-IAD sign required for posted ROAD WORK
WORK WORK AD speed limit of 45 m.p.h. or greater. LOT 95 OF LONA
AHEAD 3L Fr. Fr. 0020 - ZA •� sicN APPROVALS KONA SUBDIVISION
2. See TABLE 1 for additional dimensions. 48' x 24"
• CONE OR DELINEATOR TRAFFIC CONTROL
L 3. ONE LANE ROAD (CW20-4) and FLAGGER ��� � Atijjl0rbb O�R �•
xx - 4(2L) AHEAD (Cw20-7) signs shall ba rsmoved ♦ PLAN
FEET DIRECTION OF TRAFFICNPH NPH x 48' or covered when no work Is being
preformed and lane is not dosed. T"M"K'" 7'�"O�G%E
CW20--IAD CW21 - 1A(3L) CW20 - 7(Q-ATAPOLICE OFFICER/N
48' x 48" 4L' x 48' 48' x 48' 4. The advisory speed (xx) shall be determined OT FLAGMAN �/
(SEE NOTE 1) CW13-1( )-A SUPPLEMENTAL PLATE by the Engineer. e✓ fBI�Y
CM3 -1( )-A 246x24' 24' x 18' of Publo Works, County of HBWaR OwY IOr
24'x24'04116 , 3a
TWO LANE HIGHWAY - ONE LANE CLOSED @CA 3-18-2004 OF
FKII M 1. TRAFFIC CONTROL PLAN eONJ ' NOTED 3
FLENAME. C.\DWGVoo FloWng\Edwerds\Edward•2TraffieControll.Dc5
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GENERAL NOTES
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DATE
LEO FLEMING. C.E.
P.O.BOX 808
KAILUA-KONAr HAWAPI
90745
O N07E& I END �
ROAD ROAD SR
UNE 1. CW20-IAD sign required for posted ROAD WORK
WORK WORK AD speed limit of 45 m.p.h. or greater. LOT 95 OF LONA
AHEAD 3L Fr. Fr. 0020 - ZA •� sicN APPROVALS KONA SUBDIVISION
2. See TABLE 1 for additional dimensions. 48' x 24"
• CONE OR DELINEATOR TRAFFIC CONTROL
L 3. ONE LANE ROAD (CW20-4) and FLAGGER ��� � Atijjl0rbb O�R �•
xx - 4(2L) AHEAD (Cw20-7) signs shall ba rsmoved ♦ PLAN
FEET DIRECTION OF TRAFFICNPH NPH x 48' or covered when no work Is being
preformed and lane is not dosed. T"M"K'" 7'�"O�G%E
CW20--IAD CW21 - 1A(3L) CW20 - 7(Q-ATAPOLICE OFFICER/N
48' x 48" 4L' x 48' 48' x 48' 4. The advisory speed (xx) shall be determined OT FLAGMAN �/
(SEE NOTE 1) CW13-1( )-A SUPPLEMENTAL PLATE by the Engineer. e✓ fBI�Y
CM3 -1( )-A 246x24' 24' x 18' of Publo Works, County of HBWaR OwY IOr
24'x24'04116 , 3a
TWO LANE HIGHWAY - ONE LANE CLOSED @CA 3-18-2004 OF
FKII M 1. TRAFFIC CONTROL PLAN eONJ ' NOTED 3
FLENAME. C.\DWGVoo FloWng\Edwerds\Edward•2TraffieControll.Dc5
L