AMD0005_Dwgs_Attachments.pdf

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N:8394875.108 E:217129.230

N:8394809.850 E:217056.358

N:8394791.678 E:217072.677

N:8394744.028 E:217028.336

N:8394705.479 E:216990.928

N:8394671.977 E:216973.105

N:8394641.828 E:217197.750

N:8394672.588 E:217316.182

N:8394676.909 E:217301.762

N:8394698.619 E:216992.448

LIMITS OF CLEARING

AND GRUBBING

SEE NOTE 5

DRAINAGE CULVERTS AND APRON

CONSTRUCTED UNDER WE07

DRAINAGE SWALE

CONSTRUCTED

UNDER WE07

DRAINAGE CULVERT AND APRON

CONSTRUCTED UNDER WE07

DRAINAGE SWALE

CONSTRUCTED

UNDER WE07

BIKE PATH

CONSTRUCTED

UNDER WE07

SCALE:

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C-101

NOTES:

1. SEE SHEET C-002 FOR SURVEY NOTES AND EXISTING

CONDITIONS.

2. SEE SHEET C-102 FOR EROSION CONTROL MEASURES

AND NOTES.

3. TOTAL LIMITS OF CLEARING AND GRUBBING = 5.7 Ha.

4. WE07 WORKS INCLUDE CONSTRUCTION OF NEW FENCE

LINE AND BIKE PATH, CONSTRUCTION OF DRAINAGE

DITCHES, CULVERTS, AND DRIVEWAY AS SHOWN.

CONTRACTOR TO COORDINATE WITH CONTRACTING

OFFICER FOR INFORMATION ON OTHER ONGOING

PROJECTS ON SITE.

5. ROCK OUTCROPS IN CONTRACTOR LAYDOWN AREA TO

REMAIN DURING CLEARING AND GRUBBING ACTIVITIES.

ROCKS SHALL BE REMOVED AT CONTRACTORS

DISCRETION AS NECESSARY FOR LAYDOWN AND

STAGING

LEGEND:

CLEARING AND GRUBBING

SURVEYED ROCK OUTCROP

REMOVE FENCE

SAWCUT PAVEMENT

TARAKAN ROAD

HDR Engineering, Inc.

1001 Bishop Street Suite 400 Honolulu, HI 96813 Phone: (808) 697-6200

10/30/2020

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MARC S. SHIMIZU, AFIMSC DET 2

PM, SAT TO FORM DTD 10/29/202

02/10/2021

SCALE:

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C-302

HDR Engineering, Inc.

1001 Bishop Street Suite 400 Honolulu, HI 96813 Phone: (808) 697-6200

10/30/2020

NOTES:

1. SEE SHEET C-301 FOR OVERALL SITE PLAN.

2. SEE SHEET G-004 AND G-005 FOR LEGEND

AND GENERAL NOTES.

3. SEE SHEET C-610 FOR JOINTING DETAILS

4. SEE SHEET C-208 FOR GANTRY DETAIL

LEGEND:

CONCRETE PAVEMENT

REINFORCED SLAB

ANCHOR SLAB SEE

C3

C-610

C2 C-610

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MARC S. SHIMIZU, AFIMSC DET 2

SCALE:

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C-303

HDR Engineering, Inc.

1001 Bishop Street Suite 400 Honolulu, HI 96813 Phone: (808) 697-6200

10/30/2020

NOTES:

1. SEE SHEET C-301 FOR OVERALL SITE PLAN.

2. SEE SHEET G-004 AND G-005 FOR LEGEND

AND GENERAL NOTES.

3. SEE SHEET C-610 FOR JOINTING DETAILS

4. SEE SHEET C-208 FOR GANTRY DETAIL

LEGEND:

CONCRETE PAVEMENT

REINFORCED SLAB

ANCHOR SLAB SEE

C3

C-610

C2 C-610

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C-304

HDR Engineering, Inc.

1001 Bishop Street Suite 400 Honolulu, HI 96813 Phone: (808) 697-6200

10/30/2020

SCALE: SCALE:

NOTES:

1. SEE SHEET C-301 FOR OVERALL SITE PLAN.

2. SEE SHEET G-004 AND G-005 FOR LEGEND

AND GENERAL NOTES.

3. SEE SHEET C-610 FOR JOINTING DETAILS

LEGEND:

CONCRETE PAVEMENT

REINFORCED SLAB

ANCHOR SLAB SEE

C3

C-610

C2 C-610

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CHEVRON PAINTED STRIPE.

FILL WITH YELLOW PAINT

100mm WIDE

YELLOW STRIPE

FINISHED

GRADE

NOTES

1. SEE SHEET C-240 FOR SIGN LAYOUT.

2. POST MUST BE DEFORMED AT BASE TO PREVENT ROTATION.

3. POST MUST BE CHS, 60.3 OD, 2.9 WALL THICKNESS, GRADE C350LO.

STRAP

CONNECTION SEE

C1 C-605

POST

SEE NOTE 3

6:1 SLOPE

N25 CONCRETE

SIGN FACE

POST CAP

10mm DIA.

VENT HOLE

M10 x 20 LONG

GALVANISED BOLT

STRAP TAPPED

FOR M10 BOLT

12 DIA. HOLE IN

POST, DRILLED ON SITE

CONNECTION STRAP

ALUMINUM STIFFENER

SIGN FACE

TRAFFIC FLOW DIRECTION

NOTES

1. WHEELSTOP AND PAVEMENT CONNECTIONS TO BE IN

ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS

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C-605

HDR Engineering, Inc.

1001 Bishop Street Suite 400 Honolulu, HI 96813 Phone: (808) 697-6200

10/30/2020

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CORNER/END

POST DN50

BACKSTAY

DN40

CHAIN LINK

FABRIC

SEE NOTE 1

SUPPORTING ARMS

INTERMEDIATE

POST DN50

INTERMEDIATE

POST DN50

FINISHED

GRADE

CABLE WIRE

CABLE WIRE

TOP DIAGONAL BRACE

FRAME DN40

CHAIN LINK

FABRIC

(NOTE 1)

FRAME DN40

GATE FRAME

WITH VERTICAL

BARBED WIRE

HINGE GATE POST

DN100

BACKSTAY

DN40

HINGE

PIVOT PIN

32 NOMINAL

BORE SOCKET

HINGE

PIVOT PIN

FRAME

DN0

FINISHED GRADE

HINGE

GATE POST

DN100

BACKSTAY

DN40

HEAVY

STRIKER

PLATE

DROPBOLTS

16Ø

NOTES

1. CHAIN LINK FABRIC MUST BE LACED TO GATE FRAME.

2. CHAIN LINK FABRIC MUST BE SECURED TO CABLE WIRES AT 300mm INTERVALS WITH WIRE TIES.

3. FOOTINGS MUST BE TROWELLED SMOOTH WITH 1 IN 10 FALL FROM POST.

4. FENCE TO COMPLY IN ALL ASPECTS WITH SPECIFICATION "CLASS 2 PERIMETER FENCE - SECURITY GUIDANCE"

5. CONCRETE FOR FOOTINGS TO BE N25 STRENGTH.

NOTES

1. CHAIN LINK FABRIC MUST BE LACED TO GATE FRAME.

2. CHAIN LINK FABRIC MUST BE SECURED TO CABLE WIRES AT 300mm INTERVALS WITH WIRE TIES.

3. FOOTINGS MUST BE TROWELLED SMOOTH WITH 1 IN 10 FALL FROM POST.

4. FENCE TO COMPLY IN ALL ASPECTS WITH SPECIFICATION "CLASS 2 PERIMETER FENCE - SECURITY GUIDANCE"

5. CONCRETE FOR FOOTINGS TO BE N25 STRENGTH

6. CAST KERB UP TO FOOTING AND POLE. INFILL AREA UP TO THE POLE BY HAND. ALLOW 10-15mm GAP BETWEEN

KERB CONCRETE AND POST. FILL GAP WITH NON-SHRINK FLEXIBLE SEALANT.

X X

OUTLINE OF TURNSTILE ROOF

TIE WIRE

FENCE FABRIC

INTERMEDIATE POST

WITH FOOTING (DN50)

BRACE POST (DN50)

X X

X XXX

X X X X

PLAN VIEW

CONCRETE SLAB FOUNDATION

WALKING

ZONE

PROVIDE BARBED WIRE RETURNS

FROM FENCE OUTRIGGERS/FENCE

SUPPORT POSTS ACROSS TOP OF

TURNSTILE

GRAVEL SAND LAYER

COMPACTED Id>0.67

CONFIGURE TURNSTILE TO PREVENT

MANIPULATION FROM THE EXTERNAL

SIDE AND ONLY PERMIT EGRESS

ENSURE NO GAPS GREATER THAN 100mm

THROUGH TURNSTILE INSTALLATION

SITE SECURITY FENCE

ENSURE NO GAPS GREATER

THAN 100mm BETWEEN FENCE

UPRIGHT POSTS AND TURNSTILE

200mm THICK N32

CONCRETE SLAB WITH SL82

MESH PLACED CENTRALLY

GROUND

SURFACE

KERB AND GUTTER SEE

C3

C-609 KERB AND GUTTER SEE

C3

C-609

A3 C-607

NOTES

1. INSTALL TURNSTILE PER MANUFACTURER'S SPECIFICATIONS

INCLUDING BEDDING MATERIALS AND POST CONNECTIONS.

SEE NOTE 6

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C-606

HDR Engineering, Inc.

1001 Bishop Street Suite 400 Honolulu, HI 96813 Phone: (808) 697-6200

10/30/2020

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10 PLAIN PIN

RIVERTED FLUSH

(TYP.)

CORNER POST

10 PLAIN PIN

RIVERTED FLUSH

(TYP.)

INTERMEDIATE POST

CORED HOLE

MASONRY

ANCHORS

CORED HOLE

STD OR SLEEVED POST

GALVANISED POSTS AND RAILS

NB 50 (MEDIUM)

M12 GALV. BOLT AND NUT,

THROUGH SLEEVE AND POST

CONCRETE

600 LONG GALVANISED SLEEVE

NB 65 (HEAVY)

12 DIA. BAR

WELDED TO SLEEVE

SLEEVED POST

200 x 150 x 10mm GALV. BASEPLATE

2/M12 GALV. MASONRY ANCHORS

100mm MIN. INTO CONCRETE 10mm NOM. CEMENT MORTAR PACKING

MASONRY ANCHORS

CONCRETE

STD. POST

NB 50

1:3 CEMENT MORTAR

AFTER ALIGNING

FINISHED GRADE

FENCE POST

GROUNDING CLAMP

GROUNDING

ELECTRODE

NOTES

1. CHAIN LINK FABRIC MUST BE LACED TO GATE FRAME.

2. CHAIN LINK FABRIC MUST BE SECURED TO CABLE WIRES AT 300mm INTERVALS WITH WIRE TIES.

3. FOOTINGS MUST BE TROWELLED SMOOTH WITH 1 IN 10 FALL FROM POST.

4. FENCE TO COMPLY IN ALL ASPECTS WITH AS 1725

CORNER/END

POST DN50

CHAIN LINK

FABRIC

SEE NOTE 1

INTERMEDIATE

POST DN40

INTERMEDIATE

POST DN40

FINISHED

GRADE

CABLE WIRE

CABLE WIRE

END CAP

FRAME DN40

CHAIN LINK FABRIC

(NOTE 1)

FRAME DN40

GATE FRAME HINGE GATE POST

DN80

HINGE

PIVOT PIN

32 NOMINAL

BORE SOCKET

HINGE

PIVOT PIN

FRAME

DN0

FINISHED GRADE

HINGE

GATE POST

DN80

HEAVY

STRIKER

PLATE

DROPBOLTS

16Ø

NOTES

1. CHAIN LINK FABRIC MUST BE LACED TO GATE FRAME.

2. CHAIN LINK FABRIC MUST BE SECURED TO CABLE WIRES AT 300mm INTERVALS WITH WIRE TIES.

3. FOOTINGS MUST BE TROWELLED SMOOTH WITH 1 IN 10 FALL FROM POST.

4. FENCE TO COMPLY IN ALL ASPECTS WITH AS 1725

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C-607

HDR Engineering, Inc.

1001 Bishop Street Suite 400 Honolulu, HI 96813 Phone: (808) 697-6200

10/30/2020

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NOTES:

1. PLACE AND COMPACT SUBBASE. LAYER THICKNESS 200mm.

2. PLACE AND COMPACT GRAVEL BASE. LAYER THICKNESS

200mm.

3. IMMEDIATELY PRIOR TO PLACING THE WEARING SURFACE,

DRY BACK/ WET BASECOURSE TO MAXIMUM 70% OMC AS

DETERMINED BY DIPL SPECIFICATIONS (2019).

4. ASPHALT IN ACCORDANCE WITH DIPLE SPECIFICATIONS (2019)

OR EQUIVALENT, BITUMEN SHALL BE CLASS A15E TO DIPL

SPECIFICATIONS (2019) OR EQUIVALENT.

5. SPRAYED SEAL DESIGN TO BE DETERMINED BY AN AAPA

ACCREDITED SPRAYED SEAL DESIGNER AT TIME OF WORKS.

GRAVEL BASE

CBR 80%

INTERMEDIATE COURSE

50mm AC14 (A15E)

GRAVEL

CBR 30%

4 DAY SOAKED CBR

VALUE MIN. 20%

(SELECT FILL, TYPE A)NOTES:

1. PLACE AND COMPACT SUBBASE. LAYER THICKNESS 200mm.

2. PLACE AND COMPACT GRAVEL BASE. LAYER THICKNESS

200mm.

3. IMMEDIATELY PRIOR TO PLACING THE WEARING SURFACE,

DRY BACK/ WET BASECOURSE TO MAXIMUM 70% OMC AS

DETERMINED BY DIPL SPECIFICATIONS (2019).

4. ASPHALT IN ACCORDANCE WITH DIPL SPECIFICATIONS (2019)

OR EQUIVALENT, BITUMEN SHALL BE CLASS A15E TO DIPL

SPECIFICATIONS (2019) OR EQUIVALENT.

5. SPRAYED SEAL DESIGN TO BE DETERMINED BY AN AAPA

ACCREDITED SPRAYED SEAL DESIGNER AT TIME OF WORKS.

40MPa CONCRETE SLAB

WITH WELDED JOINTS 50 THICK

COMPACTED SAND

100mm THICK GRAVEL BASE. CBR 80%

SELECT FILL. MINIMUM CBR 20% (TYPE A)

N16-200 EW T

AMC00 PRIME PLUS

10mm C320 SINGLE SEAL AND 10mm AGGREGATE

WEARING COURSE

50mm AC14 (A15E)

SIZED ROCK

D50 = 150mm

COMPACTED SUBGRADE

GEOTEXTILE

SEPARATION LAYER

3% SLOPE (ASPHALT/CONCRETE) 3% SLOPE (ASPHALT/CONCRETE)

TYPE 1 KERB AND

GUTTER. SEE C3

C-609

TYPE 1 KERB AND

GUTTER. SEE

C3 C-609

3% SLOPE

1% SLOPE

DRAINAGE SWALE. SEE C4

C-614

ASPHALT PAVEMENT.

SEE LIGHT DUTY ASPHALT

PAVEMENT SECTION.

PAVEMENT.

SEE PAVEMENT SECTION.

4 DAY SOAKED CBR

VALUE MIN. 20%

(SELECT FILL, TYPE A)

150mm CEMENT STABILISED

CRUSHED ROCK SUBBASE

AMC00 PRIME WITH C320 SEAL

AND 10mm AGGREGATE

195mm PLAIN REINFORCED CONCRETE PAVEMENT (PCP) 40MPa

FINISHED GRADE SURFACE VARIES.

REFER TO SITE SURFACING PLAN

ON SHEET C-103

FINISHED GRADE SURFACE VARIES.

REFER TO SITE SURFACING PLAN

ON SHEET C-103

4 DAY SOAKED CBR

VALUE MIN. 20%

(SELECT FILL, TYPE A)

WEARING COURSE

50mm AC14 (A15E)

GRAVEL SUBBASE

CBR 30%

GRAVEL BASE

CBR 80%

HDPE LINER

NEW HEAVY DUTY

ASPHALT PAVEMENT

FULL DEPTH ASPHALT

SAW CUT

EXISTING

PAVEMENT

ASPHALT

WEARING COURSE

FULL DEPTH SAW CUT

PROVIDE EXPANSION JOINT

NEW CONCRETE

PAVEMENT

EXISTING BASE AND

SUBBASE COURSE

BASE AND

SUBBASE COURSE

NOTES:

1. LONGITUDINAL JOINTS MUST BE LATERALLY OFFSET

BY 100mm AND TRANSVERSE JOINTS BY 500mm WHEN

PAVING MULTIPLE LAYERS

3% MAX3% MAX

1% SLOPE

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C-608

HDR Engineering, Inc.

1001 Bishop Street Suite 400 Honolulu, HI 96813 Phone: (808) 697-6200

10/30/2020

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FINISHED

GRADE

TYPE 1 KERB AND GUTTER.

SEE DETAIL D1, THIS SHEET

SLAB REINFORCEMENT

SEE DETAIL A4/C-608

SLAB SOFFIT SLOPE

(TYPICAL DETAIL - ROLLOVER BUND)

MAXIMUM SLOPE

NOT TO EXCEED 8%

TYPE 1 KERB AND

GUTTER. SEE

R 1.0m

3% M

IN

ASPHALT PAVEMENT

RIPRAP. CONTINUE

AS PER PLAN

24MPa CONCRETE

C3

FINISHED

GRADE

SL72 MESH

LOCATED CENTRALLY

100Ø SLOTTED PIPE

STRENGTH CLASS B

GEOTEXTILE WITH

200mm OVERLAP

100Ø SLOTTED PIPE

KERB AND GUTTER SEE

NO FINES

CONCRETE

FINISHED GRADE

C3

NO FINES

CONCRETE

STRENGTH CLASS B

GEOTEXTILE WITH

200mm OVERLAP

FINISHED GRADE

KERB HEAD SEE

C5

PAVEMENT

SETOUT POINT

SETOUT POINT

PAVEMENT

ISOMETRIC

PROFILE

PLAN

SS

CONCRETE SURROUND

SUB SURFACE FLUSHING POINT

OR INSPECTION OPENING COVER.

(DURHAM RTASS OR SIMILIAR)

CAST CENTRALLY

IN LINE (FP) END OF LINE (FP)

R20

PVC PIPE

PVC 90 DEG. BEND

SLOTTED SUBSOIL DRAIN

PVC PIPE

PVC 45 DEG. BEND

PVC 45 DEG.

JUNCTION

SLOTTED

SUBSOIL DRAIN

FLOW

SL72 MESH

CENTRALLY PLACED

FROG FLAP

STORM MANHOLE

100NB PVC SUBSOIL

WITH FROG FLAP

UPSTREAM WITH

SCREW CAP

100mm PVC

SUBSOIL DRAIN

NOTES:

1. OUTLET DETAIL TO BE USED ON BATTER SLOPES AS WELL.

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C-609

HDR Engineering, Inc.

1001 Bishop Street Suite 400 Honolulu, HI 96813 Phone: (808) 697-6200

10/30/2020

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24Ø X 500 (GALV) DOWEL

@300MAX OC

PAINT AND OIL ONE END

JOINT SEALANT

SEE DETAIL A3, THIS SHEET

NOTES:

1. CONSTRUCTION JOINTS MUST BE AT

PLANNED CONTROL JOINT LOCATION.

POURED JOINT

SEALANT (NOTE 1)

PAVEMENT SURFACE

BACKER MATERIAL

BUTTED JOINT

POURED JOINT

SEALANT (NOTE 1)

PAVEMENT SURFACE

COMPRESSIBLE

MATERIAL

BACKER

MATERIAL

NOTES:

1. TOP OF SEALANT MUST BE 3 TO 6 BELOW TOP OF PAVEMENT.

2. WIDTH OF SEALANT, W: 13 TO16.

3. DEPTH OF SEALANT, D:

INSTALL PER MANUFACTURER'S INSTRUCTIONS.

4. DEPTH OF INITIAL SAWCUT, T: 14 SLAB THICKNESS

2-H-N16-*-NA

G1-H-N16-*-300

F-N16-*-300CONSTRUCTION JOINT

SEE A1

C-610

MESH M2

(TOP AND BOTTOM)

2-H-N16-*-NA

2-H-N16-*-NA

A2-N12-*-350

(3 EACH SIDE OF ANCHOR)

P8P14

A2-N12-*-350

(3 EACH SIDE OF ANCHOR)

MESH M2 (TOP ONLY)

STIRRUP LAPS

PCPPCP-R

CEMENT STABILISED BASE

CEMENT STABILISED BASE

LCS

PCP PCP

30 MIN. COVER

E1-N12-1000-JP

JOINT TYPE P1

CAST FIRST

E1-N12-1000-JP

JOINT TYPE P2

LCS

PCP PCP

CORRUGATIONS

MESH M1

JOINT TYPE P8

LCS

PCP PCP OR PCP-R

JOINT TYPE P9

LCS

PCP PCP

DOWELS 450mm LONG

AT 300 CENTERS

DEBOND THS END OF

DOWEL 275mm MIN.

D/2 ± 25

JOINT TYPE

LCS

PCP PCP/ADJOINING

CONCRETE PAVEMENT

P14

MESH M3

80 ± 20 COVER

SUBGRADE

N32 CONCRETE WITH

STEEL - FLOAT FINISH

JOINT TYPE

LCS

PCP/ADJOINING

CONCRETE PAVEMENTPCP

P15

(ISOLATION JOINTS IN LIGHT TRAFFIC AREAS ONLY)

JOINT TYPE

LCS

PCP PCP

DOWELS 450mm LONG

AT 300 CENTERS

DEBOND THS END OF

DOWEL 275mm MIN.

D/2 ± 25

CAST FIRSTDOWEL CAP

P16

JOINT TYPE

LCS

PCP

P6

(AT JOINT WITH SIDE ROAD OR CROSS OVER)

MESH M3

80 ± 20 COVER

SUBGRADE

N32 CONCRETE WITH

STEEL - FLOAT FINISH

NOTES:

1. TOP OF SEALANT MUST BE 3 TO 6 BELOW TOP OF PAVEMENT.

2. WIDTH OF SEALANT, W: 13 TO16.

3. DEPTH OF SEALANT, D:

INSTALL PER MANUFACTURER'S INSTRUCTIONS.

4. DEPTH OF INITIAL SAWCUT, T: 14 SLAB THICKNESS

A2 C-610

2-H-N16-*-NA

G1-H-N16-*-300

F-N16-*-300CONSTRUCTION JOINT

SEE A1

C-610

MESH M2

(TOP AND BOTTOM)

2-H-N16-*-NA

2-H-N16-*-NA

A2-N12-*-350

(3 EACH SIDE OF ANCHOR)

P8

A2-N12-*-350

(3 EACH SIDE OF ANCHOR)

MESH M2 (TOP ONLY)

STIRRUP LAPS

PCPPCP-R

CEMENT STABILISED BASECEMENT STABILISED BASESUBSURFACE DRAIN

195mm PLAIN REINFORCED CONCRETE PAVEMENT (PCP) 40MPa

MESH M1

60mm COVER

NOTES:

1. REFER TO DETAIL B4/C-608 FOR

CONCRETE PAVEMENT DETAIL

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C-610

HDR Engineering, Inc.

1001 Bishop Street Suite 400 Honolulu, HI 96813 Phone: (808) 697-6200

10/30/2020

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NOTES

1. PROVIDE MINIMUM BEARING FACE AREAS AS INDICATED IN TABLE.

2. ALL DIMENSIONS IN MILLIMETRES UNLESS NOTED OTHERWISE.

3. CAST THE THRUST AREA OF ALL THRUST BLOCKS AGAINST A CLEAN FACE OF UNDISTURBED NATURAL SOIL. DO NOT USE

STANDARD THRUST BLOCKS AS SPECIFIED IN THIS DRAWINGS IN SOILS WITH <50 kPa BEARING CAPACITY EG;

- VERY SOFT, SOFT OR FIRM CLAY.

- LOOSE CLEAN SAND.

- UNCOMPACTED FILL OR REFUSE.

A GEOTECHNICAL ASSESSMENT AND INDIVIDUAL DESIGN IS REQUIRED FOR THESE SOILS.

4. THRUST BLOCKS NOT TO INTERFERE WITH OTHER SERVICES OR BE LOCATED OUTSIDE THE WATER MAIN ALLOCATION WITHOUT

APPROVAL.

5. ALL CONCRETE GRADE N20. TABLE OF DIMENSIONS BASED ON REQUIRED TEST PRESSURE OF 1200 kPa AND ACTUAL DICL PIPE

DIAMETERS.

6. THE MINIMUM THRUST AREA FOR TAPER THRUST BLOCKS TO BE EQUAL TO THE DIFFERENCE BETWEEN THE THRUST AREAS FOR

TEES OR CLOSED ENDS OF EQUIVALENT DIAMETER TO THOSE EACH SIDE OF THE TAPER. THE DETAIL SHOW IS FOR GREATER OR

EQUAL TO DN150 MAINS.

7. WHEN POURING CONCRETE AGAINST FITTINGS PLACE A MEMBRANE OF POLYETHYLENE, PVC OR FELT BETWEEN THE FITTING AND CONCRETE TO PREVENT DAMAGE TO THE FITTING. PIPE JOINTS TO BE CLEAR OF CONCRETE.

HORIZONTAL THRUST BLOCK DIMESIONS - 1200kPa

TRUST BLOCK LENGTH

PIPE

DN. FITTING MAX. THRUST

IN kN

THRUST

BLOCK

HEIGHT

STIFF

CLAY

50 KPa

VERY STIFF CLAY

SANDY LOAM

100 KPa

ROCK

240 KPa

90° BEND 19.8

1000 600 600

45° BEND 10.7 600 600 600

22.50° BEND 5.5 600 600 600

11.25° BEND 2.7 600 600 600

TEE OR CLOSED END 14.0 700 600 600

90° BEND 41.7

1860 930 600

45° BEND 22.6 1000 600 600

22.50° BEND 11.5 600 600 600

11.25° BEND 5.8 600 600 600

TEE OR CLOSED END 29.5 1300 660 600

THRUST BLOCK

THRUST BLOCK

PLAN PLAN

THRUST BLOCK

BEDDING BEDDING

THRUST BLOCK

65Ø HYDRANT VALVE

WITH CHAIN AND CAP

100Ø TEE

100Ø RISERFINISHED CONCRETE

25mm ABOVE

FINISHED

SURFACE LEVEL FINISHED

SURFACE LEVEL

100 x 65 REDUCER

HORIZONTAL OR SLOPING

NOT MORE THAN 35 DEGREES

450 x 450 x 450 N20

CONCRETE SURROUND

NOTES:

1. FIRE HYDRANT TO COMPLY WITH

THE REQUIREMENTS OF AS 2419.

COVER WITH 'WATER'

CAST ON ITFINISHED GRADE

REINFORCED

CONCRETE SURROUND

STOP VALVE

SURFACE BOX. SEE A5

C-611

GATE VALVE

SHROUD SEAL

DN300 PVC STORMWATER

PIPE SHROUD

GATE VALVE

FIRE HYDRANT

WET TYPE SEE

A1 C-611

DN100

THRUST BLOCK

SEE C2

C-611

GATE VALVE

DN100

150 x 100 TEE

REFER VERTICAL

THRUST BLOCK DETAIL

CONCRETE

THRUST BLOCK

CONCRETE

THRUST BLOCK

45° BEND WITH 316 S/S

HEAVY DUTY BAND

CAST INTO THRUST BLOCK

FLOW FLOW

CROSSING SERVICE

NOTES

1. PROVIDE AN EXTENSION SPINDLE WHERE THE TOP OF THE VALVE IS

GREATER THAN 225mm BELOW FINISHED GRADE.

2. HYDRANT BARREL MUST BE INSTALLED PLUMB AND THE LEG MUST

BE INSTALLED LEVEL UNLESS SHOWN OTHERWISE.

3. LONG SIDE OF COVER MUST BE PERPENDICULAR TO THE DIRECTION

OF WATER MAIN.

4. KEEP GATE VALVE SHROUD CLEAR OF VALVE TO PREVENT THE

TRANSFER OF TRAFFIC LOAD TO THE PIPELINE.

WATERMAIN

DIRECTION MARKER

CONCRETE SURROUND WITH SL81 MESH,

600 x 600 x DEPTH OF SURFACE BOX

WITH CHAMFERED EDGE

LOCKABLE

HANDWHEEL

VALVE POSITION

INDICATOR

GEAR ACTUATOR

SEATED EXTENDED BONNET

EXPANSION JOINT 1200 x 1200 x 120 CONCRETE PAD

WITH SL72 PLACED CENTRALLY

SEALED VALVE BODY FOR

DIRECT BURY APPLICATIONS

ECCENTRIC

PLUG VALVE

SEATED END

FLOW

NOTES

1. 100% PORT ECCENTRIC PLUG VALVE SHALL CONFORM TO AWWA C517 (AVK

SERIES 764) AND BE RESISTANT TO HYDROCARBONS (NITRILE RUBBER SEALS).

GEAR ACTUATOR SHALL BE PROVIDED WITH A LOCKABLE HANDWHEEL AND VALVE

POSITION INDICATOR.

STOP VALVE

SURFACE BOX. SEE

A5 C-611

A2 C-611

V

LONG AXIS OF COVER TO BE

ALIGNED WITH WATERMAINPROVIDE EXTENSION SPINDLE TO

ENSURE SPINDLE CAP DEPTH IS BETWEEN

75-225mm FROM SURFACE LEVEL

THRUST BLOCK.

SEE DETAIL C2

NOTES

1. LOCATE ANCHOR BLOCK CENTRALLY AROUND BEND AND KEY ANCHOR BLOCK INTO

BASE OF TRENCH A MINIMUM DEPTH OF 250mm (DIMENSION Z).

2. POUR BASE CONCRETE AGAINST A SOLID EXCAVATION FACE.

3. USE GRADE N20 CONCRETE.

4. KEEP CONCRETE CLEAR OF ALL BOLTS, NUTS AND PIPE JOINTS.

5. DESIGN OF ANCHOR BLOCKS AT VERTICAL BENDS INCLUDE ALLOWANCE FOR THE

HORIZONTAL COMPONENT OF THRUST.

6. DESIGN PLANS TO DETAIL REINFORCING STEEL.

7. ANCHOR BLOCKS IN THE TABLE ARE DESIGNED FOR A TEST PRESSURE OF 1200 kPa

(122m HEAD).

8. FOR DOWNWARD VERTICAL THRUST, THE ALLOWABLE BEARING PRESSURE FOR

VARIOUS SOILS MAY BE TAKEN AS TWICE THAT FOR HORIZONTAL THRUST.

MIN. BLOCK VOLUME FOR ANCHORAGE

OF VERTICAL COMPONENT OF THRUST

VERTICAL BENDS FOR TEST PRESSURE OF 1200 kPa AND MIN. SOIL ALLOWABLE HORIZONTAL BEARING PRESURE OF 50 kPa

PIPE

DN.

TYP.

PIPE

OD

CONCRETE MASS/VOLUME m3

PIPE

DN.

TYP.

PIPE

OD

CONCRETE MASS/VOLUME m3

11.25°

BEND

22.50°

BEND

45°

BEND

11.25°

BEND

22.50°

BEND

45°

BEND

100 122 0.13 0.26 0.47 150 177 0.13 0.26 0.47

DIMENSIONS DIMENSIONS

X 800 800 800 X 800 800 800

Y 400 400 600 Y 400 800 1000

Z 450 800 1000 Z 800 850 1250

PLAN

ANCHOR BLOCK

MIN. VOLUME AS PER TABLE BASE

STAINLESS STEEL STRAP(S)

SEE DETAIL C2

C-611

50 x 6 THICK GRADE

316 STAINLESS STEEL

MIN. BLOCK DIMENSIONS FOR THE ANCHORAGE

OF THE IN-LINE THRUST

IN LINE BLOCK FOR TEST PRESSURE OF 1200 kPa SOIL ALLOWABLE HORIZONTAL BEARING PRESSURE IN kPa OF 50, 100, 150 LISTED

PIPE

DN.

BEARING AREA m2

PIPE

DN.

BEARING AREA m2

SOFT CLAY

50kPa

MEDIUM CLAY

SANDY LOAM

100kPa

SAND &

GRAVEL

HARD CLAY

150 kPa

SOFT CLAY

50kPa

MEDIUM CLAY

SANDY LOAM

100kPa

SAND &

GRAVEL

HARD CLAY

150 kPa

100 15.8 KN THRUST 150 33.3 KN THRUST

X 450 450 450 X 800 500 450

Y 300 300 300 Y 300 300 300

Z 700 500 500 Z 850 700 500

THRUST BLOCK.

DIMS. AS PER TABLE

STAINLESS STEEL STRAP(S)

SEE DETAIL C2

C-611

3 THICK INSERTION

RUBBER BETWEEN

STRAPS AND BEND

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C-611

HDR Engineering, Inc.

1001 Bishop Street Suite 400 Honolulu, HI 96813 Phone: (808) 697-6200

10/30/2020

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CONCRETE SURROUND

(NOTE 2)FINISHED GRADE

THREADED END CAP

DN300 PVC SHROUD

ANCHORED STRUTS

(NOTE 1)

45 DEGREE BEND

BEDDING

THRUST BLOCK

45 DEGREES SLOPE JUNCTION

NOTES

1. PRIOR TO BACKFILLING, PROVIDE FIRMLY

ANCHORED STRUTS OR USE OTHER

APPROPRIATE MEANS TO MAINTAIN VERTICAL

ALIGNMENT OF THE JUMP-UP.

2. PROVIDE LIGHT DUTY CONCRETE SURROUND

PER PWC STANDARD DRAWING W2-1-05.

PRECAST

SEGMENTS

MANHOLE TOP.

SEE NOTE 4

900 x 600 COVER

FLOW

BENCHING

(BEYOND)

NOTES

1. DEPTH OF CHAMBER VARIES

2. CHANNEL MUST GRADE EVENLY BETWEEN INLET AND OUTLET

3. WIDTH OF CHANNEL MUST NOT BE LESS THAN PIPE SIZE CONNECTED.

4. PROVIDED LADDER PER PCW STANDARD DRAWING W2-2-04.

5. PROVIDE A MINIMUM DROP OF 40mm BETWEEN INLET AND OUTLET.

6. REFER TO PWC STANDARD DETAIL W2-2-01A

NOTES

1. PROVIDE SMOOTH CURVE TRANSITION TO BENCHING.

2. PROVIDE CHANNEL AT LEAST AS LARGE AS CONNECTING PIPES.

3. CROSSFALL OF BENCHING MUST SLOPE 1:10 TOWARDS CHANNEL.

CHANNEL

SEE NOTE 3

25mm RADIUS

CONTAINMENT SLAB SEE

B2/D2 C-603

25mm CHAMFER (TYP.)

GRATE AND FRAME

SEE NOTE 7

NOTES

1. STANDARD CONSTRUCTION SHALL BE CAST IN PLACE REINFORCED CONCRETE.

PRECAST CONSTRUCTION SHALL NOT BE ALLOWED.

2. REINFORCING STEEL FY = 60 KSI (500N).

3. MINIMUM CLEAR COVER OF CONCRETE OVER REINFORCING STEEL SHALL BE

45mm FOR CONCRETE PLACED AGAINST SOIL.

4. CAST IRON GRATE AND FRAME SHALL BE HEAVY-DUTY NEENAH R-1878-B3G OR

LIGHT-DUTY NEENAH R-1879-B3G (WHERE NOT SUBJECT TO POSSIBLE WHEEL

LOADS), OR APPROVED EQUIVALENT.

5. MINIMUM 150mm COMPACTED (95%) SUBGRADE REQUIRED UNDER INLETS.

6. SEE SLAB PENETRATION DETAIL FOR PIPE PENETRATIONS.

7. CLASS B RATED GRATES FOR FOOTPATHS AND CLASS D RATED GRATES FOR

VEHICULAR TRAFFIC

PIPE

GRATE AND FRAME

SEE NOTE 4

NOTES

1. A PIV OR GATE VALVE IS NOT ALLOWED FOR CONTAINMENT DRAINS.

2. DO NOT APPROVE PRECAST INLETS AS THE JOINTS AND

CONNECTIONS ARE SUSCEPTIBLE TO LEAKS.

3. CLASS B RATED GRATES FOR FOOTPATHS AND CLASS D RATED

GRATES FOR VEHICULAR TRAFFIC.

FLOW

TO BUILDING

N12 PLACED CENTRALLY AT

200mm SPACING EACH WAY

NOTES

1. CLASS B RATED GRATES FOR FOOTPATHS AND

CLASS D RATED GRATES FOR VEHICULAR TRAFFIC.

PLAN

PLAN

10mm FIBREBOARD WITH 15mm JET FUEL SEALANT

10mm FIBREBOARD WITH 15mm JET FUEL SEALANT

CONSTRUCTION

JOINT

NOTES

1. THIS METER ASSEMBLY ARRANGEMENT IS APPLICABLE FOR COMBINED FIRE AND DOMESTIC SERVICE.

2. THE METER ASSEMBLY ARRANGEMENT SHALL BE ACCESSIBLE FOR READING, MAINTENANCE AND

REPLACEMENT AT ALL TIMES. THE METER ASSEMBLY SHALL BE LOCATED AT LEAST 1.0m FROM ALL ELECTRICAL SOURCES AND AT LEAST 600mm HORIZONTALLY CLEAR OF EXISTING/FUTURE DRIVEWAYS, FENCES, AND STRUCTURES.

3. WATER METER ASSEMBLY SHALL HAVE 150-300mm VERTICAL CLEARANCE BETWEEN FINISHED

SURFACE LEVEL AND UNDERSIDE OF FLANGE (AS SHOWN).

4. AS A MINIMUM, A CONTAINMENT BACKFLOW PREVENTION DEVICE IS IN ACCORDANCE WITH AS.3500

AND BE AT LEAST A SINGLE CHECK VALVE.

5. PIPE SUPPORT TO BE 100mm DIA. MILD STEEL PIPE WELDED TO A 15mm THICK BOTTOM PLATE. BOTTOM PLATE FIXED TO SLAB WITH 4 M12 316SS BOLTS EPOXY 50mm INTO SLAB. TOP OF PIPE WELDED TO 150mm RADIUS SADDLE, CONNECTED TO TOP OF SADDLE WITH M10 316SS BOLTS, NUTS, AND WASHERS. PIPE TO BE WRAPPED IN 3mm RUBBER PRIOR TO FIXING. ALL PIPES MUST BE GALVANISED.

FLOW

DN150 GATE VALVE THERMAL

BONDED EPOXY COATED

PIPE SUPPORT SEE NOTE 5

ULTRASONIC/

ELECTROMAGNETIC

WATER METER

TESTING PORT.

DN25 BSP BRASS

BALL VALVEPIPE SUPPORT SEE NOTE 5

BACKFLOW PREVENTION DEVICE

AS/NZS 2845.1 COMPLIANT ISOLATION VALVE

AS 3500 COMPLIANT

ISOLATION VALVE

AS 3500 COMPLIANT

CONTAINMENT

KERB SEE

A3 C-603

GRATE AND FRAME

SEE NOTE 1

10mm FIBREBOARD WITH 15mm JET FUEL SEALANT

CONTAINMENT SLAB SEE

B2/D2 C-603

150mm NITRILE WATERSTOP (TYP. ALL SIDES) (2) - N12 EACH WAY AT 200mm SPACING

SLEEVE W/

WATERSTOP

SEGMENTED ELASTOMERIC

SEAL (TYP.)

HDPE PIPE

NITRILE BOOT SEAL W/ SS CLAMPS

(2) - N12 300mm AROUND PIPE

SIMILAR TO DETAIL A5/C-604

N12 PLACED CENTRALLY AT

200mm SPACING EACH WAY

MIN. 150mm MAX. 300mm

FOR CONNECTION

TO EXISTING

MANHOLE STUB,

ADOPT THIS

DETAIL

HARDSTAND SEE

C1

C-601

10mm FIBREBOARD (TYP.)

BETWEEN CONCRETE AND PIPE

DN150 FL-FL DI, THERMAL

BONDED EPOXY COATED

DN150 FL-FL DI, THERMAL

BONDED EPOXY COATED

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C-612

HDR Engineering, Inc.

1001 Bishop Street Suite 400 Honolulu, HI 96813 Phone: (808) 697-6200

10/30/2020

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FINISHED GRADE

N12 - 200 EW EF

(IF > 150 SLAB REQUIRES 2 LAYERS

OF REINFORCEMENT) OR

N12 - 150 EW

(IF < 150 ONE LAYER OF STEEL)

N12 - 300 O.C. EW

MIDDLE OF SLAB

ROUNDED ENTRANCE

FLOW

#4 DOWELS TO MATCH

WALL REINFORCEMENT

#4 AT 300MM 0.C. EW

MIDDLE OF SLAB

INV. ELEV. OF CB IS

INV. ELEV. OF OUTLET

150MM WATERSTOP

CONTINUOUS

STEP AT

400MM O.C.

FINISHED GRADE

CLASS B FRAME AND COVER

N12 - 200 EW EF

(IF > 150 SLAB REQUIRES 2 LAYERS

OF REINFORCEMENT) OR

N12 - 150 EW

(IF < 150 ONE LAYER OF STEEL)

N12 - 300 O.C. EW

MIDDLE OF SLAB

ROUNDED ENTRANCE

FLOW

#4 DOWELS TO MATCH

WALL REINFORCEMENT

#4 AT 300MM 0.C. EW

MIDDLE OF SLAB

INV. ELEV. OF CB IS

INV. ELEV. OF OUTLET

150MM WATERSTOP

CONTINUOUS

STEP AT

400MM O.C.

GRATE SEATING

SEE DETAIL

TYPE 2 GRATE SEE

GRATE SEATING SEE

FLOW

65x50x5 ANGLE FRAME

ANCHOR 10Ø BAR x 75 LONG 5 FILLET WELD x 25 LONG

WELD EACH SIDE

50 x 20 MS BAR ALL

ROUND FILLET WELDS

AT ENDS (TYP OF 8)

30 x 15 MS BAR

D5 C-613 D3

C-613

CLASS B RATING

SIZING

PIPE

SIZE A B C D E F G

450 550 1600 650 750 825 85 620

525 625 1700 800 800 1040 90 775

CONTAINMENT SLAB SEE

B2/D2 C-603

LID AND FRAME

SEE NOTE 1

CONTAINMENT KERB SEE

A3

C-603

150mm NITRILE WATERSTOP

(TYP. ALL SIDES)

SLEEVE W/

WATERSTOP

(2) - N12 EACH WAY

AT 200mm SPACING

SEGMENTED ELASTOMERIC

SEAL (TYP.)

NITRILE BOOT SEAL

W/ SS CLAMPS

150mm HDPE

(2) N12 x 300mm AROUND PIPE

SIMILAR TO DETAIL A5/C604

N12 PLACED CENTRALLY AT

200mm SPACING EACH WAY

NOTES

1. CLASS B RATED GRATES FOR FOOTPATHS AND

CLASS D RATED GRATES FOR VEHICULAR TRAFFIC.

NOTES

1. PROVIDE PRECAST STRUCTURE FOR APPROPRIATE

SIZED PIPE IN ACCORDANCE WITH AS5100. SIZES

ARE TO BE CONFIRMED WITH MANUFACTURER.

NOTES

1. PROVIDE PRECAST STRUCTURE FOR APPROPRIATE SIZED PIPE IN

ACCORDANCE WITH AS5100. SIZES TO BE CONFIRMED WITH MANUFACTURER

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C-613

HDR Engineering, Inc.

1001 Bishop Street Suite 400 Honolulu, HI 96813 Phone: (808) 697-6200

10/30/2020

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FLOW

CONCRETE

1:100 1:100

SL72 MESH FABRIC

COMPACTED SUBGRADE

OR BASE

CONCRETE

SPOON DRAIN

SEE DETAIL, THIS SHEET

NOTES:

1. SWALE SIDE SLOPES TO BE LINED WITH SIZED ROCK. D50 = 150mm

2. TOP OF SIZED ROCK TO MATCH ELEVATIONS ON PLANS.

3. PROVIDE SWALES WITH A MINIMUM DEPTH OF 500mm

ROCK PROTECTION

SEE BELOW TABLE

0.5% MIN.

GEOTEXTILE

EXISTING

GROUND

OUTLET ROCK PROTECTION

D W1 W2 L D50 T

450 1800* 1320 1800 200 400

525 1725* 1155 1575 200 400

PRECAST REINFORCED CONCRETE HEADWALL.

ROCLA OR APPROVED EQUIVALENT

TOP OF BATTER

BATTER

AS SPECIFIED

REINFORCED CONCRETE TURNDOWN FOR

FULL WIDTH OF HEADWALL APRON AS

SPECIFIED IN DETAIL D2 OF THIS SHEET

OUTLET SCOUR PROTECTION

PIPE

SIZE D50 T

450 200 400

525 200 400

KERB

FLUME 1 100 200

KERB

FLUME 2 100 200

KERB

FLUME 3 100 200

SIZED ROCK

OUTLET ROCK PROTECTION

D W1 W2 L D50 T

BOX 4300 4300 2400 200 400 * ROCK TO EXTEND 300mm BEYOND OUTSIDE OF

FLARED END SECTION WINGWALL.

SIZED ROCK

SETOUT POINT

GEOTEXTILE

GEOTEXTILE

EXISTING DRAINAGE

SWALE

DIA50 CORROGATED

PIPE X 350 LONG C/W

10mm BLEED HOSE

N12 AT 150 BOTH WAYS

CUT OFF WALL

N12 PLACED CENTRALLY

AT 150 CENTERS BOTH

WAYS

PRECAST WINGWALL APRON

50 BLINDING CONCRETE

DOWEL CAPPED SLEEVES AT 600 CENTERS TO SUIT 16A DOWELS

RL1218 WITH MAIN BARS

PERPENDICULAR TO FLOW + 12A

BARS AT 200, ALONG THE FLOW

THIS FACE TO BE

COATED WITH BITUMEN

CONSTRUCTION JOINT

NOTES:

1. WINGWALL APRON AND BASE SLAB TO BE PRECAST MANUFACTURED BY OTHERS.

PRECAST CULVERT BASE SLAB

100x100x100

BLOCKOUT

DIA50 CORROGATED PIPE X 275 LONG C/W 10mm BLEED HOSE

N24 DOWEL X 600 LONG. SLIDE INTO POSITION WHEN APRON IS POSITIONED

AND FILL WITH 40 MPA LOW SHRINK GROUT UNTIL BLEED HOLES ARE FILLED

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C-614

HDR Engineering, Inc.

1001 Bishop Street Suite 400 Honolulu, HI 96813 Phone: (808) 697-6200

10/30/2020

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SELF SUPPORTING

GEOTEXTILE FABRIC

SUPPORT STAKES

NOTES:

1. SILT FENCE TO BE INSTALLED PARALLEL TO CONTOURS ON THE SITE

2. GEOTEXTILE FABRIC TO BE TRENCHED IN A MINIMUM OF 150mm ALONG THE

UPSLOPE SIDE OF FENCE AND BACKFILLED AND COMPACTED

FLOW

TRENCHING AND BACKFILL

FLOW

EXISTING GRADE

NON-WOVEN

GEOTEXTILE

EXISTING GROUND

IN PROJECT AREA

TARAKAN ROAD

NOTES:

1. USE WELL GRADED D75 100mm ROCK.

DN100

SIZED ROCK

GRADE

FLOW

FLOW

DN50 SIZED ROCK

WRAPPED IN GEOTEXTILE FABRIC

PLAN VIEW

ELEVATION

LEVEL

LEVEL

1:2 1:2

1:2 1:2

PLAN

A B

A

FLOW

OPTIONAL ROCK APRON

'U' SHAPED CHECK DAM

GRAVEL FILTER

FLOW

REMOVE ACCUMULATED

SEDIMENT BEFORE DEPTH IS H/2.

GRAVEL FILTER

ROCK APRON IF REQUIRED

GEOTEXTILE,

BIDM A34 OR SIMILAR GEOTEXTILE,

BIDM A34 OR SIMILAR

'A' TO BE HIGHER THAN 'B' TO

PREVENT SEDIMENT BYPASS

NOTES:

1. MAXIMUM SPACING TO BE 30m.

PLAN

SUPPORT STAKES

SELF SUPPORTING

GEOTEXTILE FABRIC

FLOW

NOTES:

1. SURROUND THE INLET (DROP,SLAB,-TOP OR YARD)

WITH COMPOST FILTER SOCK AND SECURE WITH STAKES.

STAKES (TYP.)

50mm x 50mm x 1000mm

300mm COIR LOG

STAKES (TYP.)

50mm x 50mm x 1000mm

300mm COIR LOG

FILTERED WATER

PA

F1

AP

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C-615

HDR Engineering, Inc.

1001 Bishop Street Suite 400 Honolulu, HI 96813 Phone: (808) 697-6200

10/30/2020

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NOTES:

1. MINIMUM COVER IN ACCORDANCE WITH NT SUPPLEMENT TO WSA.

2. MARKING TAPE MAXIMUM DEPTH AS PER 31 23 00.00 20 EXCAVATION AND FILL

OR ON TOP OF EMBEDMENT MATERIAL (WHICHEVER IS HIGHER)

3. MINIMUM TRENCH WIDTH 450mm IN ACCORDANCE WITH NORTHERN TERRITORY

EXCAVATION AND BACKFILLING

BEDDING AND HAUNCH

ZONE MATERIAL

BACKFILL ZONE

SELECT FILL - TYPE A

NOTES:

1. UNLESS DIRECTED OTHERWISE, PROVIDE PIPE STUB

TO DEWATER DRAINAGE TRENCH. STUB TO BE 1000mm LONG x 100mm DIA CORRUGATED POLYETHLYENE

PIPE CLASS 400 TO AS 2439 (WITH END CAP) INSTALL

ON THE UPSTREAM FACE OF MANHOLES.

BEDDING AND HAUNCH

ZONE MATERIAL

BACKFILL ZONE

SELECT FILL - TYPE A

BACKFILL ZONE

SELECT FILL - TYPE A

OR GENERAL FILL

BACKFILL ZONE

SELECT FILL - TYPE A

NOTES:

1. PROVIDE POCKETS IN BEDDING MATERIAL AT

JOINTS PRIOR TO LAYING PIPES. FILL VOID

DURING PLACEMENT OF BEDDING MATERIAL.

PIPE JOINT BEDDING POCKETS FOR JOINT

PROJECTIONS (SOCKETS, FLANGERS, ETC.)

PAVEMENT

AREAPAVEMENT

SECTION

PAVEMENT

AREAPAVEMENT

SECTION

PERFORATED

POLYETHELENE

PIPE STUB (TYP.)

SEE NOTE 1

BEDDING AND HAUNCH

ZONE MATERIAL

BACKFILL ZONE

SELECT FILL - TYPE A

PAVEMENT

AREA

NON-TRAFFICKED

AREAPAVEMENT

SECTION

NON-TRAFFICKED

AREA

NON-TRAFFICKED

AREA

BEDDING AND HAUNCH

ZONE MATERIAL

BACKFILL ZONE

SELECT FILL - TYPE A

PAVEMENT

AREA

NON-TRAFFICKED

AREAPAVEMENT

SECTION

MARKER TAPE

MARKER TAPE

75mm TOPSOIL

MARKER TAPE

PA

F1

AP

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FU

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TO

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TA

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C-616

HDR Engineering, Inc.

1001 Bishop Street Suite 400 Honolulu, HI 96813 Phone: (808) 697-6200

10/30/2020

N

AV

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02/10/2021