H1_STP_H1(1)_Halona_Street_Bridge_100pctCFLSubmittal_160923.pdf

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HI STP H1(1) HALONA STREET BRIDGE
Solicitation number
DTFH6816B00029
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Halona_Estimate-Revised100_Advertise.pdf PDF
Bid_Opening_Summary.pdf PDF
Amendment_A002.pdf PDF
003000H10202075_Kapalama_Canal-Halona_Street_(As-Builts)_(2).pdf PDF
BWS_42in_as-built.pdf PDF
Halona_Street_Bridge_Questions_(4).pdf PDF
Amendment_A001.pdf PDF
DTFH6816B00029.pdf PDF
Halona_Final_Hydraulics_Report.pdf PDF
Halona_Final_Geotech_Report.pdf PDF

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CONVENTIONAL PLAN

SYMBOLS AND ABBREVIATIONS

Sheet 1 of 2

STATE PROJECT

SHEET

NO.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

HI

HI STP H1(1)

A M c p w w o r k d i r d e n c s n y d e r d H

A B O

R M a s t e r d w g

U.S. CUSTOMARY

A2

DRAINAGE SYMBOLS

GEOLOGIC SYMBOLS

FENCE & CATTLEGUARD SYMBOLS

Fence (Existing, Proposed)

Fence w/ Gate (Existing, Proposed)

Cattleguard (Existing, Proposed)

Boring Location (Existing, Proposed)

Material Source

Ditch (Existing, Proposed)

Flow Arrow

Drainage or Small Creek

Lake, Pond or Reservoir

Large Creek

Wetland

River

Spring

Bridge (Existing, Proposed)

Box Culvert (Existing, Proposed)

Pipe Culvert (Existing, Proposed)

With End Sections (Existing, Proposed)

With Headwalls (Existing, Proposed)

With Drop Inlet (Existing, Proposed)

Underdrain (Existing, Proposed)

Riprap Apron (Proposed)

Sediment Log

Silt Fence

Stabilized Construction Entrance

Temporary Inlet Protection

Wattle

EROSION & SEDIMENT CONTROL SYMBOLS

Bonded Fiber Matrix Mulching

Check Dam

Diversion Berm

Erosion Control Mat

Riprap

ABBREVIATIONS

centerline curve delta and at baseline plus or minus anchor bolt abutment asphaltic concrete added average daily traffic aggregate approach approximately asphalt beginning,begin back boulevard bench mark bottom balance point bridge bearing balance back face bottom of footing elevation beam bottom of footing between both ways concrete box culvert center to center clear corrugated metal pipe concrete masonry unit county contracting officer column concrete connect construction construction joint continued corrugated creek concrete rubble masonry point of curve to spiral centers contingent sum culvert cubic yard cubic feet continuous flashing compound waterproofing cast-in-place control joint decrement demolish design hour volume drop inlet diameter diagonal diaphragm distance district donation land claim drawing(s) detail east superelevation rate elevation with number elevation embankment electronic message sign

Engineer(s) edge of pavement equal edge of road and others and wife existing excavation expansion joint

A AB

abut.

AC

add.

ADT

aggr.

appr.

approx.

asph.

B beg.

BK

blvd.

BM

bot.

BP

br.

brg.

bal.

BF

BFE

bm.

BOF

btwn.

BW

C CBC

c-c clr.

CMP

CMU

Co.

CO

col.

conc.

conn.

constr.

constr. jt.

cont.

corr.

cr.

CRM

CS

ctrs.

CTSM

culv.

CUYD

CF

CFCW

CIP

CJ

D dec.r demo.

DHV

DI

dia. or D diag.

diaph.

dist.

Dist.

DLC

dwg(s).

det.

E E e

El. 94.066 elev.

emb.

EMS

engr(s).

EOP

EQ or eq.

ER

et al et ux exist.

exc.

exp. jt.

kilopounds kip foot kips per linear foot kips per square foot kips per square inch length of curve lamination latitude pounds lane longitudinal lump sum left low water

Length pound(s) magnetic maintenance material maximum minimum miscellaneous monument mountain(s) miles per hour north normal crown negative number not applicable near face not in contract not to scale on centers outside diameter other face operating outbound opening

K Kip

KF

KIPS

KSF

KSI

L L lam.

lat.

LB

Ln.

LNFT

long.

LPSM

Lt. or LT

LW

len.

lb(s).

M mag.

maint.

matl.

max.

min.

misc.

mon.

mtn(s).

MPH

N N

NC

neg.

no. or #

N/A

NF

NIC

NTS

O o.c.

OD

o.f.

oper.

OB

opng

L

B exterior each face expansion joint equal estimated existing fill face federal flared end section finish feet footing fixed specified strength of concrete far face finish grade fiber reinforced plastic gage (gauge) galvanized girder geosynthetic reinforced soil-integrated bridge system

Glass Fiber Reinforced

Polymer ground grade horizontal control line headwall homestead entry survey hexagon horizontal high water highway hinge height inside diameter inclusive,including increment interior invert inbound inside face inch joint ext.

EF

EJ

eql.

est.

ex.

F f.f.

Fed.

FES

fin.

ft ftg.

(F) f' c

FF

fin. gr

FRP

G ga.

galv.

gdr.

GRS-IBS

GFRP

gnd.

gr.

H HCL

hdwl.

HES

hex.

horiz.

HW

hwy.

(H) ht.

I ID

incl.

incr.

int.

Inv.

IB

IF

in.

J jt.

point of curve point of compound curve pounds per cubic foot precast concrete paving slab pedestrian perforate point of intersection plate pounds per linear foot property line point on curve point on spiral point on tangent project pounds per square foot pounds per square inch point of tangent pavement polyvinyl chloride flow volume quantities radius range reinforced concrete pipe.

road roadway reconstruction reinforcement required reservoir

Reservation retaining wall reference hub right route right-of-way reference rear face south seasonal average daily traffic point of spiral to curve section shoulder spacing, Spaces or Spaced specification street point of spiral to tangent station standard stiffener straight structural symmetrical schedule super elevation square feet sheet

Sandwich Isles

Communication

P PC

PCC

pcf

PC/PS

ped.

perf.

PI

pl.

plf

P/L

POC

POS

POT

proj.

psf psi

PT

pvmt.

PVC

Q Q quant., Qty

R R

R.

rcp rd.

rdwy.

reconst.

reinf.

reqd.

res.

Res.

ret. wall

RH

Rt. or RT rte.

R/W ref.

RF

S S

SADT

SC

sec.

shldr.

spa.

spec.

st.

ST

sta.

std.

stiff.

str.

struc.

sym.

Sch.

SE

SF

sht.

SIC

ABBREVIATIONS CONT.

similar slope stainless steel staggered stirrup steel square yard tangent length township tangent temporary bench mark temporary construction easement transverse point of tangent to spiral typical top and bottom to be determined top temporary thick top of footing elevation top of footing total top of wal unless noted otherwise design speed vertical vehicles per hour vertical point of intersection varies very early strength latex modified concrete west with water/cement ratio sim.

sl.

SS

stagg.

stirr.

stl.

SY

T T

T.

tan.

TBM

TCE

transv.

TS

typ.

T&B

TBD

TP

temp.

thk.

TFE

TOF

tot.

TOW

U UNO

V V vert.

vph

VPI

var.

VESLMC

WW

W/

W/C

STATE PROJECT

SHEET

NO.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

HI

HI STP H1(1)

A M c p w w o r k d i r d e n c s n y d e r d H

A B O

R M a s t e r d w g

U.S. CUSTOMARY

CONVENTIONAL PLAN

SYMBOLS AND ABBREVIATIONS

Sheet 2 of 2

A3

Tree

Treeline

LANDSCAPING & VEGETATION SYMBOLS

PROJECT SPECIFIC SYMBOLS

Guardrail (Existing, Proposed)

Guardwall (Existing, Proposed)

Median & Side Barrier (Existing, Proposed)

Retaining Wall (Existing, Proposed)

GUARDRAIL, BARRIER & WALL SYMBOLS

Tree

Treeline

MAPPING SYMBOLS

LANDSCAPING & VEGETATION SYMBOLS

RIGHT-OF-WAY SYMBOLS

ROADWAY SYMBOLS

SIGN SYMBOLS

UTILITY SYMBOLS

Guardrail (Existing, Proposed)

Guardwall (Existing, Proposed)

Median & Side Barrier (Existing, Proposed)

Retaining Wall (Existing, Proposed)

GUARDRAIL, BARRIER & WALL SYMBOLS

Signs

Commercial (Existing, Proposed)

Delineator (Existing, Proposed)

Portable (Proposed)

Post Mounted (Existing, Proposed)

Irrigation Ditch

Underground (Existing, Proposed)

Surface (Existing, Proposed)

Support Pole (Existing, Proposed)

Support Pole Anchor (Existing, Proposed)

Street Light (Existing, Proposed)

Telephone Booth (Existing, Proposed)

Telephone Pedestal (Existing, Proposed)

Underground Utility (Existing, Proposed)

CATV

Fiber Optic

Gas

Oil

Power

Sanitary Sewer

Storm Drain

Telephone

Water

Overhead Utility Line (Existing, Proposed)

CATV

Fiber Optic

Power

Telephone

999.9

Clearing/Construction Limits

Slope Stake Limits

Top of Cut

Transition

Toe of Fill

Edge of Roadway

Existing

Proposed

Roadway Centerline (With Station ticks)

Roadway Obliteration

Building (Existing, Proposed)

Coordinate Grid Tick

North Arrow

Railroad

Single Track

Double Track

Spot Elevation

Trail

Survey Control Point

Boundaries

National

State

County

City

Township or Range Line

Section

Section

Section

Bureau of Indian Affairs

Bureau of Land Management

National Forest

National Park

National Wildlife Refuge

Easements

Permanent (Existing)

Permanent (Proposed)

Temporary (Proposed)

Monument (As described)

Parcel Number

Property Line

Right-of-Way Line (Existing)

Right-of-Way Line (Proposed)

Section Corner (Found, Projected)

Section Corner (Found, Projected)

Section Corner (Found)

PROJECT SPECIFIC SYMBOLS

Bridge Demolition Limits on Sht. C1

Reconstruct Sidewalk, Curb, and Gutter at

Sta. 9+87.48 to 10+05.40 and

Sta. 14+07.50 to 14+25.49

Pedestrian Detour on Sht. D3-D5

Direction of Traffic

Temporary Traffic Control, Concrete Barrier

Temporary Traffic Control, Traffic Drums

Staging Area on Sht. D3-D5

Temporary Pedestrian Detour, Accessible

Ramp on Sht. D3-D5

Road Closure Area on Sht. T20

Detour Route Direction on Sht. T20

Electronic Message Sign (EMS) on Sht. T20

Halona St. Detour on Sht. T20

Local Traffic Detour on Sht. T20

Pedestrian Detour on Sht. T20

Road Centerline on Sht. T20

Type III Barricade w/ "Road Closed" Sign on

Sht. T20 te xt

SURVEY CONTROL

1,000'500'0

Scale in Feet

PLAN

Halona Street

STATE PROJECT

SHEET

NO.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

HI

HI STP H1(1)

A M c p w w o r k d i r d e n c s n y d e r d H

A B O

R M a s t e r d w g

U.S. CUSTOMARY

Project location

P O

T

P O

T

N35°10'55"W

K a p a l a m a

C h a n n e l

Rte. H-1

A4

C 111

NO.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

HI

HI STP H1(1)

P M c p w w o r k d i r d e n c s n y d e r d H

A B O

R M a s t e r d w g

U.S. CUSTOMARY

R t e

H

SITE MAP

N. Vineyard Blvd.

T o

K i m u k i i l e s

600'300'0

Scale in Feet

A5

R t e

H

K a p a l a m a

C a n a l

T o

O c e a n

14+29.31

HI STP H1(1)

End Project

N 58417.02

E 1685442.00

M o r r s

L n

Laa Ln.

P e te r B u c k S t.

L o w e l

P

A u d

K o k

S t i t y

K a m a

L n

K o h u

C i t y

Bernice St.

P o h a k u

S t

N g

C i t y

N c h o o l

S t

C i t y

H o u g h t a i l i n g

S t

C i t y

P a l a m a

S t

C i t y

I

H o u g h t a i l i i t y

K o k i t y

A o h a

S t a d i u m l e s

1. Refer to D3-D5 for staging areas.

NOTE:

H a lo n a S t

S t a t e

O lo m e a S t

S t a t e

H alo na S t.

Sta te

Olomea St. (State)

R t

Rte. H-1

9+71.84

HI STP H1(1)

Begin Project

N 58025.85

E 1685679.93

NO.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

HI

HI STP H1(1)

A M c p w w o r k d i r d e n c s n y d e r d H

A B O

R M a s t e r d w g

U.S. CUSTOMARY

NO SCALE

TYPICAL SECTIONS

12'-6" 12'-14'

Traveled way

Traveled way Landscape

19'

E x i s t i n g

R W

E x i s t i n g

R W

Existing Right of Way Width

60'

Exist. Chain

Link Fence

EXISTING TYPICAL SECTION

9+71.84 TO 14+29.31

Existing asphalt concrete pavement depth vaies from 4" to 7"

Approx. 12" existing base material

Varies

Existing ground

A6

H1

Exist.

bridge rail or guardrail

5'-8"±

Varies

Exist. curb and gutter, landscape strip and sidewalk, or intersection

Varies

E x i s t i n g

R W

E x i s t i n g

R W

Proposed chain link fence, 72-inch height, see C1 for location

Exist.

guardrail

12'-6"± 12'±

Traveled way Traveled way

Existing Right of Way width

60'

2'-6"

Varies

(5'-6" to 6'-10")

TYPICAL SECTION

9+71.84 TO 10+48.23

Exist. landscape buffer varies

Proposed guardrail

2'

Existing ground

H1

Varies

Varies

(0' to 5'-10")

E x i s t i n g

R W

E x i s t i n g

R W

Exist.

guardrail

(12'-0" to 12'-6")

Traveled way Traveled way

Existing Right of Way width

60'

Varies

(2'-6" to

4'-0")

4'-4"

Profile grade

(top of pavement)

TYPICAL SECTION

10+48.23 TO 11+03.65

Exist. landscape buffer varies

Proposed guardrail

2'

H1

Varies

Varies (0" to 10")

Tack coat

Existing 7" asphalt concrete pavement

Approx. 12" existing base material

7" Thick asphalt concrete pavement, type 1

(Placed in three lifts, 1.5" to 3" max.

Tack coat between lifts

12" Roadway aggregrate, Method 2

2.0%

Prime coat, Method 1 (applied prior to first asphalt lift)

Prime coat, Method 1

(applied prior to first asphalt lift)

2'

2.0%

2.0%

Topsoil and seeding limits

Construction limits, see C1 for location

Construction limits

Cut condition

(1V:2H max)

Existing ground

Cut condition

(1V:2H max)

Sawcut pavement

(tack coat)

7" Asphalt concrete pavement (Placed in three lifts, 1.5" min. to 3" max.

Tack coat between lifts)

12"

Sawcut pavement

(tack coat)

Varies

Varies

Exist. curb and gutter, landscape strip and Sidewalk, or intersection

Concrete curb, See S32

Varies

Topsoil and seeding limits

Proposed chain link fence, 72-inch height

2'

12" Roadway aggregrate, Method 2

Clearing and grubbing limits

Clearing and grubbing limits

Construction limits, see C1 for location

4" Concrete sidewalk

12"

Sawcut pavement

(tack coat)

Topsoil and seeding limits

Concrete curb and gutter, 13-inch depth, See Special

609-A for details.

6" Roadway aggregate, Method 2

4" Asphalt concrete pavement, type 1

(Placed in two-2" lifts, Tack coat between lifts)

Varies

NO.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

HI

HI STP H1(1)

P M c p w w o r k d i r d e n c s n y d e r d H

A B O

R M a s t e r d w g

U.S. CUSTOMARY

NO SCALE

TYPICAL SECTIONS

7" Asphalt concrete pavement, type 1 (Placed in three lifts,1.5" min. to 3" max. Tack coat between lifts)

E x i s t i n g

R W

E x i s t i n g

R W

Varies

(12' to 12'-3")

Varies

Traveled way Traveled way

Existing Right of Way Width

60'

2.0%

Profile grade

(top of pavement)

TYPICAL SECTION

12+54.57 TO 13+10.62

Exist.

landscape buffer varies

Varies

(4' to

2'-6")

Shoulder

Prime coat, Method 1 (applied prior to first asphalt lift)

Existing ground

A7

H1

Varies

4" Concrete sidewalk

Varies (0" to 10")

2%

2%

4' 12' 7'2' 1'-2"1'-2"

39'-4"

Concrete bridge railing, (typ each side)

12'

Traveled way Traveled way

SidewalkShldr.

10"

Profile grade

(top of pavement)

HCL

BRIDGE TYPICAL SECTION

11+13.65 TO 12+44.57

Clearing, grubbing, topsoil, and seeding limits

2.0%

Proposed chain link fence, 72-inch height, see C1 for location

Varies

(1' -6' to 4'-2")

Construction limits

Construction limits

Concrete curb, 18-inch depth

(non-mountable), See Special

609-A for details

(2) - 4" conduits

2" Conduit (for lighting)

8" Water line

3" PVC for 2" gas line

Cut/Fill condition

(1V:2H max)

Varies

Conc. curb and gutter, and sidewalk, or intersection, See plan for location

6" Roadway aggregate, Method 2

E x i s t i n g

R W

12'-3" 12'±

Traveled way Traveled way

Existing Right of Way Width

60'

Varies

TYPICAL SECTION

13+10.62 TO 14+00.00

Exist.

landscape buffer varies

Prime coat, Method 1

(applied prior to first asphalt lift)

Existing ground

Exist.

guardrail

H1

Varies

Varies

(4'-2" to

4'-6")

E x i s t i n g

R W

Existing 4" asphalt concrete pavement

Approx. 12" existing base material

Exist. curb, gutter and sidewalk or intersection

2.0%

Fill condition

(1V:2H max)

Sawcut pavement

(tack coat)

7" Asphalt concrete pavement, type 1 (Placed in three lifts, 1.5" min. to 3" max. Tack coat between lifts)

Construction limits

2'

Exist. guardrail

Edge of temp. ped.

path

Varies

2'

Concrete curb and gutter, 13-inch depth, See Special

609-A for details. See C1 for location

12" Roadway aggregrate, Method 2

12" Roadway aggregrate, Method 2

Clearing, grubbing, topsoil, and seeding limits

Concrete curb, 18-inch depth

(non-mountable), See Special

609-A for details

Proposed chain link fence, 72-inch height, see C1 for location

Edge of temp.

ped. path

NOTE:

1. Approach slabs are located at both ends of bridge, Sta. 11+03.65 to 11+13.65 and

12+44.57 to 12+54.57. See Sht. S24.

NO.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

HI

HI STP H1(1)

A M c p w w o r k d i r d e n c s n y d e r d H

A B O

R M a s t e r d w g

U.S. CUSTOMARY

NO SCALE

TYPICAL SECTIONS

A8

E x i s t i n g

R W

12'-3" 12'±

Traveled way Traveled way

Existing Right of Way Width

60'

Varies

TYPICAL SECTION

14+04.50 TO 14+29.31

Exist. landscape buffer varies

Existing ground

Exist.

guardrail

H1

Varies

Varies

E x i s t i n g

R W

Existing 4" asphalt concrete pavement

Approx. 12" existing base material

Proposed chain link fence, 72-inch height, see C1 for location

2'

Min.

15'-6"

6"

4'

Pedestrian

Path

2' 2'

Temporary barrier

5'

Soil erosion control, compost sock

Proposed

Halona St.

Bridge

Exist.

H1 Bridge

TYPICAL SECTION

TEMPORARY PEDESTRIAN

DETOUR/UTILITY BYPASS

10+87.95 TO 12+39.88

2" Asphalt concrete pavement, type 1

(Placed in a single lift)

2.0%

4' Pedestrian

Path

TYPICAL SECTION

TEMPORARY PEDESTRIAN DETOUR

9+94.50 TO 10+87.95,

12+39.88 TO 14+18.76

Exist. Halona St.

bridge

Proposed bridge

*NOTE:

The existing Halona bridge will be partially demolished during this phase. See S6 and S7 for phasing.

Construction limits

Exist. conc. curb

4" Concrete sidewalk

12"

Sawcut pavement

(tack coat)

Topsoil and seeding limits

Temporary barrier

Concrete curb and gutter, 13-inch depth, See Special

609-A for details. See C1 for location

6" Roadway aggregate, Method 2

4" Asphalt concrete pavement, type 1

(Placed in two-2" lifts, Tack coat between lifts)

Prime coat, Method 1 (applied prior to first asphalt lift)

4" Roadway aggregate, Method 2

Clearing and grubbing limits

Varies

9+87.39 TO 10+08.40

14+04.50 TO 14+29.31

NO.

HI

HI STP H1(1)

A M c p w w o r k d i r d e n c s n y d e r d H

A B O

R M a s t e r d w g

200'100'0

Scale in Feet

Samples for Text/Dimension Style

156.912

Informational Links (flh.fhwa.dot.gov) http://flh.fhwa.dot.gov/resources/pse/cadd/sample.pdf http://flh.fhwa.dot.gov/resources/pse/cadd/styles.htm#text http://flh.fhwa.dot.gov/resources/pse/cadd/styles.htm#dimension

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BORDER SAMPLES

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Numbers for notes are also the Notes style. They can be placed as one text or as individual text.

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TABLE A (use Heading Style)

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Notes to Designer:

NO SCALE

Small (Vert) - Formerly English, Non-Italic Proj. Info Text

Notes - Formerly English Italic, Standard Text

Title (Vert) - Formerly English Non-Italic, Title Text

Sub Title (Vert) - Formerly English Non-Italic, SubTitle Text

Sheet Index (Vert) - Formerly English Non-Italic, Standard Text

176.3 x.xx m

Use the Notes style. This was formerly Standard, English-Italic.

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Profile (Vert) - New Style

Table Heading - New Style

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Heading - Formerly English Italic, Title Text

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DETAIL A (use Heading Style)

NOTE: (use Note Heading Style)

Sheet 1 of 1

100-A

Note (Notes - Text Style)Note (Notes - Text Style)

Area (Notes - Text Style)

Dot (Notes - Text Style)

Begin Project

Station 0+00.00

(Text Style = Heading)

Clip Boundary Level

1) Do not use Paper Space. All sheets, references, borders must be placed in Model

Space for compatibility with MicroStation and CFL electronic submittal.

2) The user shall only have one sheet per DWG. Multiple AutoCAD Layouts per DWG is not permitted.

A A

PLAN

156.912

176.3

176'-2 x.xx m

Note (Notes - Text Style)Note (Notes - Text Style)

Area (Notes - Text Style)

Dot (Notes - Text Style)

R E V I E W

U

B M

I T T A L

N

O T

F O

R

C O

N S T R U

C T I O

N

B1

SUMMARY OF QUANTITIES

Sheet 1 of 2 http://flh.fhwa.dot.gov/resources/pse/cadd/sample.pdf http://flh.fhwa.dot.gov/resources/pse/cadd/styles.htm#text http://flh.fhwa.dot.gov/resources/pse/cadd/styles.htm#dimension AutoCAD SHX Text

EXPIRATION DATE 04/30/2018

AutoCAD SHX Text No. 8624-C

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ENGINEER

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THIS WORK WAS PREPARED BY ME OR UNDER MY SUPERVISION

IsaiahS Snapshot

NO.

HI

HI STP H1(1)

A M c p w w o r k d i r d e n c s n y d e r d H

A B O

R M a s t e r d w g

B2

Sheet 2 of 2

SUMMARY OF QUANTITIES

AutoCAD SHX Text

EXPIRATION DATE 04/30/2018

AutoCAD SHX Text No. 8624-C

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ENGINEER

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THIS WORK WAS PREPARED BY ME OR UNDER MY SUPERVISION

EARTHWORK, REMOVAL,

SURFACING, AND STRIPING

SUMMARIES

STATE PROJECT

SHEET

NO.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

HI

HI STP H1(1)

P M c p w w o r k d i r d e n c s n y d e r d H

A B O

R M a s t e r d w g

U.S. CUSTOMARY

B3

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EXPIRATION DATE 04/30/2018

AutoCAD SHX Text No. 8624-C

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ENGINEER

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THIS WORK WAS PREPARED BY ME OR UNDER MY SUPERVISION

TRAFFIC, DRAINAGE,

AND EROSION CONTROL

SUMMARIES

STATE PROJECT

SHEET

NO.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

HI

HI STP H1(1)

P M c p w w o r k d i r d e n c s n y d e r d H

A B O

R M a s t e r d w g

U.S. CUSTOMARY

B4

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EXPIRATION DATE 04/30/2018

AutoCAD SHX Text No. 8624-C

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THIS WORK WAS PREPARED BY ME OR UNDER MY SUPERVISION

MISCELLANEOUS SUMMARIES

SHEET

NO.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

HI

HI STP H1(1)

A M c p w w o r k d i r d e n c s n y d e r d H

A B O

R M a s t e r d w g

U.S. CUSTOMARY

B5

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EXPIRATION DATE 04/30/2018

AutoCAD SHX Text No. 8624-C

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THIS WORK WAS PREPARED BY ME OR UNDER MY SUPERVISION

NO.

HI

HI STP H1(1)

P M c p w w o r k d i r d e n c s n y d e r d H

A B O

R M a s t e r d w g

-10

-20

P O

T

P O

T

N35°10'55"W

V P I

E L

V P I

E L

V P I

E L

.6

-0.500%

0.500%

135.00' VC

SSD = 569'

K = 62.75

70.00' VC

SSD = 330'

K = 70.00

V P C

E L

V P T

E L

V P C

E L

V P T

E L

V P I

E L

Match Existing

(1.4%, 3.3%)

P O

T

N35°10'55"W

Existing Ground

Proposed Grade

-20

-10

10+00 11+00 12+00

Existing Pier, typ.

Existing Ground

(Channel Bottom)

Halona Street (State)

K o k r e i t y

K o h r e i t y

9+71.84

HI STP H1(1)

Begin Project

N 58025.85

E 1685679.93

14+29.31

HI STP H1(1)

End Project

N 58417.02

E 1685442.00

14+19.79, 16.77' Lt.

End chain link fence, 72-inch height and conn.

to exist. chain link fence

9+78.49, 18.04' Lt.

Begin chain link fence, 72-inch height and conn. to exist. chain link fence, See Detail

619-09. Remove 440' of exist. fence

9+93.61, 15.13' Lt.

Begin type tangent terminal section, See

Standard 617-11 and

617-20

10+93.70, 15.17' Lt.

End structure transition railing

11+49.74, 31.09' Rt.

Begin chain link fence, 72-inch height and conn. to exist. wall

11+44.97, 23.59' Rt.

End chain link fence, 72-inch height and conn. to proposed bridge rail

Guardrail, Lt.

Proposed

Bridge

10+68.70, 15.17' Lt.

Begin structure transition railing, See S31 for details.

9+93.48, 19.46' Lt.

Fence deflection

12+43.95, 16.33' Lt.

Begin chain link fence, 72-inch height and conn. to bridge endpost

Existing bridge

13+00

Ordinary High

Water Mark

(2.0%)

(2.0%)

Match Existing

(0.9%, 2.2%)

Sawcut pavement

10+87.48, 0.59' Rt.

Install monument, See

Special 621-A

Sawcut pavement

11+03.65

Begin approach slab

11+13.65

End approach slab

12+44.57

Begin approach slab

12+54.57

End approach slab

Existing

H1 Bridge

13+08.90, 0.29' Lt.

Install monument, See Special 621-A

10+93.03, 19.50' Lt.

Fence deflection

10+93.03, 16.34' Lt.

End chain link fence, 72-inch height and conn. to bridge endpost

K a p a l a n a l

Proposed

Retaining

Wall

Proposed

Bridge

C1

10+18.69, 15.17' Lt.

End type tangent terminal section

10+91.57, 31.66' Lt.

Begin chain link fence, 72-inch height and conn.

to exist. H1 bridge rail

10+91.59, 19.50' Lt.

End chain link fence, 72-inch height and conn.

to proposed fence

Limit of 1V:2H transition

Limit of 1V:2H transition

Limit of

1V:6H transition

Remove exist.

median stone

Limit of 1V:6H transition

HALONA STREET PLAN & PROFILE

Sawcut pavement

Sawcut pavement

Sawcut pavement

12+21.16, 31.39' Lt.

Begin chain link fence, 72-inch height and conn. to exist. H1 bridge rail

12+31.31, 16.33' Lt.

End chain link fence, 72-inch height and conn.

to proposed bridge rail

Guardrail curb, See Sht. S32

A l i g n m e n t e r l i n e

H

A

S c a l

V

U p d a t e

M

S

E x i s t i

F

R

E x i s t i

A l i g n m e n

D r a i n

H

A

S c a l

U p d a t e

S

E x i s t i o u n d

P r o p o s a d e f l e c t

P r o p o s n h o y p

R

I n v

S

E

I n

N

W

P r o p o s n h o y

R

I n

S

E

I n

W

C o n n e e x i s t i

P

C o n n e x i s t i

P

I n s t a o p o s n c r e t e c o l l a r

R e m o i s t i

P

E x i s t i n g s t r u c t u r e

P r o p o s e d s t r u c t u r e

E x i s t i n g g r o u n d

P r o p o s e d g r a d e

P r o p o s w t e r l i n c t i a

E x i s t i w a t e r l i n e

E x i s t i w a t e r l i n e

C o n n e i s t i t e r l i n e

I n v

T e m p o r a y f s t i e e v e c o n c r e b o c k

C o n n e i s t i t e r l i n e

I n v

T e m p o r a s t i e e v e c o n c r e o c k

M o u t e r l i i d g r u c t u r a t a i l s

I n n d

I n n d

I n n d

I n n d

I n n d

I n n d

I n n d

I n n d l e a l v e

E x i s t i n g w a t e r l i r e m a i n

E n c a t e r l i r e i n f o r c n c r e t e j a c k e t

E n c a t e r l i r e i n f o r c n c r e j c k e t

Proposed manholes, see T1

60'

30'

Scale in Feet

Construction limits

Exist. SMH to remain

Top=8.83

Inv.=3.85

Exist. SMH to remain

Top=9.13

Inv.=3.99

LEGEND:

Bridge Demolition Limits

Proposed Guardrail

Reconstruct Sidewalk, Curb and Gutter

Proposed Fence

Exist. SMH to remain

Top=9.17

Inv.=4.57

Inv.=4.21

12+78.480 10.76' Lt.

Adjust Exist. SMH Top

(Epoxy Lined), See T6

New Top=10.33

Exist. Top=10.14

Inv.=0.68

13+30.90, 10.52' Lt.

Adjust Exist. SMH Top

(Epoxy Lined), See T6

New Top=10.53

Exist. Top=10.31

Inv.=2.62

1. See S Series for bridge plan, profile and details.

2. Contractor shall adjust the tops to all utility manhole frame and covers and valves/valve boxes within the paving limits.

3. Refer to D1 & D2 for sidewalk, gutter, and pavement info.

4. Refer to D6 for permanent signage and striping info.

NOTE:

Full Pavement Reconstruction

Match Existing Ground at Road Centerline

13+10.62

End full pvmt.

reconstruction

10+48.23

Begin full pvmt.

reconstruction

Proposed waterline, See T8

Proposed gasline, See T8

Existing 8" waterline

Existing 10" sewerline

Existing 8" waterline

14+00

End pvmt.

reconstruction

AutoCAD SHX Text (found)1/2''pipe

AutoCAD SHX Text ramp

AutoCAD SHX Text concrete

AutoCAD SHX Text 9.4``no parking"sign

AutoCAD SHX Text 8"tile wall

AutoCAD SHX Text 10.0stop

AutoCAD SHX Text sign

AutoCAD SHX Text solid yellow striping

AutoCAD SHX Text wheelchair ramp

AutoCAD SHX Text yellow striping

AutoCAD SHX Text double solid

AutoCAD SHX Text pavement

AutoCAD SHX Text concrete curb and gutter

AutoCAD SHX Text raised pavement markers

AutoCAD SHX Text f e n c e

AutoCAD SHX Text c l

AutoCAD SHX Text h i g h

AutoCAD SHX Text 6'

AutoCAD SHX Text and

AutoCAD SHX Text curb

AutoCAD SHX Text concrete

AutoCAD SHX Text conc.d/w

AutoCAD SHX Text ramp

AutoCAD SHX Text 6"tile wall

AutoCAD SHX Text 6"tile wall

AutoCAD SHX Text 5.3'' high metal fence

AutoCAD SHX Text sliding gate

AutoCAD SHX Text crm wall w/4'cl fence

AutoCAD SHX Text crm column

AutoCAD SHX Text 8"tile wall

AutoCAD SHX Text sliding gate

AutoCAD SHX Text concrete sidewalk

AutoCAD SHX Text ``caution modified

AutoCAD SHX Text roadway ahead"

AutoCAD SHX Text sign

AutoCAD SHX Text s o l i d y e l l o w s t r i p i n g

AutoCAD SHX Text s o l i d y e l l o w s t r i p i n g

AutoCAD SHX Text

10.2 ``one way"

AutoCAD SHX Text & ``no stopping or standing"sign

AutoCAD SHX Text cross-walk

AutoCAD SHX Text

STOP

AutoCAD SHX Text a.c. break

AutoCAD SHX Text 9.8st sign

AutoCAD SHX Text 9.8``no parking"

AutoCAD SHX Text sign

AutoCAD SHX Text concrete sidewalk

AutoCAD SHX Text 6"tile wall

AutoCAD SHX Text gate

AutoCAD SHX Text cross-walk

AutoCAD SHX Text cross-walk

AutoCAD SHX Text stop sign

AutoCAD SHX Text wheelchair

AutoCAD SHX Text cobblestone sidewalk

AutoCAD SHX Text cobblestone sidewalk

AutoCAD SHX Text conc. s/w

AutoCAD SHX Text wheelchair

AutoCAD SHX Text ramp

AutoCAD SHX Text wheelchair

AutoCAD SHX Text curb

AutoCAD SHX Text conc.

AutoCAD SHX Text conc.ramp

AutoCAD SHX Text conc.curb

AutoCAD SHX Text raised pavement markers

AutoCAD SHX Text 6' high cl fence

AutoCAD SHX Text f e n c e

AutoCAD SHX Text

10.3 sign ``one way"

AutoCAD SHX Text & ``no stopping or standing"

AutoCAD SHX Text conc.wall w/2' high cl fence

AutoCAD SHX Text cl fence

AutoCAD SHX Text 3' high

AutoCAD SHX Text conc.wall w/3' high cl fence

AutoCAD SHX Text cl fence

AutoCAD SHX Text 2' high

AutoCAD SHX Text concrete wall

AutoCAD SHX Text concrete bridge wall

AutoCAD SHX Text sidewalk

AutoCAD SHX Text 11.1``caution &

AutoCAD SHX Text gate

AutoCAD SHX Text 8" tile wall

AutoCAD SHX Text concrete sidewalk

AutoCAD SHX Text c o n c r e t e

AutoCAD SHX Text c u r b

AutoCAD SHX Text gutter

AutoCAD SHX Text c o n c r e t e

AutoCAD SHX Text c u r b

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text wall

AutoCAD SHX Text soffit(w=3')

AutoCAD SHX Text crm wall

AutoCAD SHX Text reflector

AutoCAD SHX Text top

AutoCAD SHX Text of

AutoCAD SHX Text bank

AutoCAD SHX Text bottom

AutoCAD SHX Text 2' high metal guardrail

AutoCAD SHX Text 8" concrete wall

AutoCAD SHX Text 2.2' high metal guardrail

AutoCAD SHX Text top

AutoCAD SHX Text of

AutoCAD SHX Text bank

AutoCAD SHX Text bottom

AutoCAD SHX Text of

AutoCAD SHX Text bank

AutoCAD SHX Text bishop museum

AutoCAD SHX Text exit 20a

AutoCAD SHX Text sign

AutoCAD SHX Text 6' high cl fence

AutoCAD SHX Text shower tree

AutoCAD SHX Text edge of exposed concrete

AutoCAD SHX Text Pile cap(w=1.5')

AutoCAD SHX Text concrete abutment wall

AutoCAD SHX Text crm

AutoCAD SHX Text wall

AutoCAD SHX Text crm wall(below conc.bridge wall)

AutoCAD SHX Text bottom

AutoCAD SHX Text concrete

AutoCAD SHX Text c o n c r e t e

AutoCAD SHX Text c o n c r e t e

AutoCAD SHX Text c o n c r e t e

AutoCAD SHX Text conc.wall on pier

AutoCAD SHX Text c r m

AutoCAD SHX Text bottom of crm wall

AutoCAD SHX Text concrete abutment wall

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EXPIRATION DATE 04/30/2018

AutoCAD SHX Text No. 8624-C

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text

AutoCAD SHX Text

LICENSED

AutoCAD SHX Text

PROFESSIONAL

AutoCAD SHX Text A

AutoCAD SHX Text S

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AutoCAD SHX Text

Begin widening, demo. exist. curb

End shoulder widening.

Begin full reconstruction

Begin concrete sidewalk

HALONA ST. AND KOKEA ST.

INTERSECTION LAYOUT

STATE PROJECT

SHEET

NO.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

HI

HI STP H1(1)

P M c p w w o r k d i r d e n c s n y d e r d H

A B O

R M a s t e r d w g

U.S. CUSTOMARY

HS01

HS02

HS03

HS04

HS05

HS06

HS07

HS08

HS09

HS10

HS11

HS12

HS15

HS16

HS17

HS19

HS20

HS21

HS22

HS23

HS25

HS24

HS27

HS26

HS13

HS14

HS28

HS29

HS30

HS31

HS32

HS33

Demo. temporary accessibility ramp and reconstruct conc. sidewalk

Demo. temporary accessibility ramp and replant grasses

D1

Proposed bridge

Proposed retaining wall

Halona Street (State)

K o k r e e t

C i t y

POINT TABLE DATA:

K a p a l a n a l

Exist. H1 bridge

HS18

R1

R2, Accessibility ramp, see

Sht. T10 for details

P O

T

Limit of

1V:2H transition

Limit of 1V:6H transition

HS34

HS40

HS39

HS38

HS35

HS37

HS36

HS43

HS41

HS42

40'

20'

Scale in Feet

Construction limits

LEGEND:

Proposed Guardrail

Reconstruct Sidewalk, Curb and Gutter

Proposed Fence

Reconstruct curb and gutter

End gutter

Begin gutter

HS44

HS45

AutoCAD SHX Text solid yellow striping

AutoCAD SHX Text yellow striping

AutoCAD SHX Text double solid

AutoCAD SHX Text pavement

AutoCAD SHX Text concrete curb and gutter

AutoCAD SHX Text raised pavement markers

AutoCAD SHX Text f e n c e

AutoCAD SHX Text c l

AutoCAD SHX Text h i g h

AutoCAD SHX Text 6'

AutoCAD SHX Text gutter

AutoCAD SHX Text and

AutoCAD SHX Text curb

AutoCAD SHX Text concrete

AutoCAD SHX Text conc.d/w

AutoCAD SHX Text conc.d/w

AutoCAD SHX Text conc.d/w

AutoCAD SHX Text ramp

AutoCAD SHX Text 6"tile wall

AutoCAD SHX Text 6"tile wall

AutoCAD SHX Text 5.3'' high metal fence

AutoCAD SHX Text sliding gate

AutoCAD SHX Text crm wall w/4'cl fence

AutoCAD SHX Text crm column

AutoCAD SHX Text 8"tile wall

AutoCAD SHX Text (found)`` ''cut

AutoCAD SHX Text crm column

AutoCAD SHX Text crm wall

AutoCAD SHX Text w/4'cl fence

AutoCAD SHX Text gate

AutoCAD SHX Text sliding gate

AutoCAD SHX Text concrete sidewalk

AutoCAD SHX Text crm wall

AutoCAD SHX Text w/4'cl fence

AutoCAD SHX Text gate

AutoCAD SHX Text conc. s/w

AutoCAD SHX Text ``caution modified

AutoCAD SHX Text roadway ahead"

AutoCAD SHX Text sign

AutoCAD SHX Text s o l i d y e l l o w s t r i p i n g

AutoCAD SHX Text s o l i d y e l l o w s t r i p i n g

AutoCAD SHX Text

10.2 ``one way"

AutoCAD SHX Text & ``no stopping or standing"sign

AutoCAD SHX Text concrete sidewalk

AutoCAD SHX Text 6"tile wall

AutoCAD SHX Text gate

AutoCAD SHX Text cross-walk

AutoCAD SHX Text cross-walk

AutoCAD SHX Text stop sign

AutoCAD SHX Text wheelchair

AutoCAD SHX Text ramp

AutoCAD SHX Text wheelchair

AutoCAD SHX Text curb

AutoCAD SHX Text conc.

AutoCAD SHX Text conc.ramp

AutoCAD SHX Text conc.curb

AutoCAD SHX Text raised pavement markers

AutoCAD SHX Text cl fence

AutoCAD SHX Text 3' high

AutoCAD SHX Text cl fence

AutoCAD SHX Text 2' high

AutoCAD SHX Text concrete wall

AutoCAD SHX Text concrete bridge wall

AutoCAD SHX Text sidewalk

AutoCAD SHX Text c o n c r e t e

AutoCAD SHX Text c u r b

AutoCAD SHX Text c o n c r e t e

AutoCAD SHX Text c u r b

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text top

AutoCAD SHX Text of

AutoCAD SHX Text bank

AutoCAD SHX Text bottom

AutoCAD SHX Text of

AutoCAD SHX Text bank

AutoCAD SHX Text sign

AutoCAD SHX Text 2' high metal guardrail

AutoCAD SHX Text 8" concrete wall

AutoCAD SHX Text edge of exposed concrete

AutoCAD SHX Text Pile cap(w=1.5')

AutoCAD SHX Text concrete abutment wall

AutoCAD SHX Text crm

AutoCAD SHX Text wall

AutoCAD SHX Text bottom

AutoCAD SHX Text concrete abutment wall

AutoCAD SHX Text concrete

AutoCAD SHX Text c o n c r e t e

AutoCAD SHX Text c o n c r e t e

AutoCAD SHX Text c o n c r e t e

AutoCAD SHX Text conc.wall on pier

AutoCAD SHX Text c r m

AutoCAD SHX Text bottom of crm wall

AutoCAD SHX Text

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EXPIRATION DATE 04/30/2018

AutoCAD SHX Text No. 8624-C

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text

AutoCAD SHX Text

LICENSED

AutoCAD SHX Text

PROFESSIONAL

AutoCAD SHX Text A

AutoCAD SHX Text S

AutoCAD SHX Text U

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text A

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AutoCAD SHX Text I

AutoCAD SHX Text C

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AutoCAD SHX Text K

AutoCAD SHX Text A

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THIS WORK WAS PREPARED BY ME OR UNDER MY SUPERVISION

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E " X "

K o h r e e t

C i t y

End full reconstruction and begin shoulder widening

HALONA ST. AND KOHOU ST.

INTERSECTION LAYOUT

HN28

HN31

HN04

HN05

HN32

HN01

HN03

HN02

HN06 HN07 HN10

HN19

HN20

HN26

HN27

HN12

HN11

HN09

HN08

HN25

HN21

HN30

HN29

HN24

HN23

HN22

Demo. temporary accessibility ramp and reconstruct conc. sidewalk

Reconstruct curb

Demo. temporary accessibility ramp and replant grasses

HN17

HN16

HN15

HN14

HN13

HN18

D2

HN34

HN33

POINT TABLE DATA:

K a p a l a n a l

Exist. H1 bridge

Halona Street (State)

Proposed bridge

Proposed retaining wall

P O

T

End conc. curb.

Match exist. conc. curb

Match exist. edge of pavement.

Begin conc. curb and conn. to bridge endpost

HN35

Limit of 1V:2H transition

Limit of 1V:6H transition

R3

STATE PROJECT

SHEET

NO.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

HI

HI STP H1(1)

P M c p w w o r k d i r d e n c s n y d e r d H

A B O

R M a s t e r d w g

U.S. CUSTOMARY

HN36

HN37

HN38

HN39

HN40

HN41

HN42

HN43

HN44

HN45

HN46

HN47

HN50

HN48

HN49

40'

20'

Scale in Feet

Construction limits

LEGEND:

Proposed Guardrail

Reconstruct Sidewalk, Curb and Gutter

Proposed Fence

Reconstruct curb and gutter

Accessibility ramp, see

Sht. T10 for details

Begin gutter

HN51

HN52

HN53

GENERAL STAGING AREA AND

PEDESTRIAN DETOUR PLAN

Halona Street (State)

STATE PROJECT

SHEET

NO.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

HI

HI STP H1(1)

P M c p w w o r k d i r d e n c s n y d e r d H

A B O

R M a s t e r d w g

U.S. CUSTOMARY

K a p a l a n a l

120'60'0

Scale in Feet

Halona Street (State)

K o h i t y

K o k i t y

Staging Area 165' ±

LEGEND:

Pedestria n Detour

Direction of Traffic

Temporary Traffic C ontrol, Concrete Barrier

Temporary Traffic C ontrol, Traffic D rums

Staging Area

Temporary Pedestria n Detour Sign

Staging Area 100' ±

Temporary traffic control, traffic drum, typ.

D3

50'

Temporary accessibility ramp, See Sht. T10 for details

180'

75'

Temporary traffic control, concrete barrier

Temporary construction gate and chain link.

fence, 72-inch height

Temporary construction gate and chain link fence, 72-inch height

Exist. H1 bridge

Exist. Halona bridge

Temporary impact attenuater (TL-2)

NOTE:

1. See Detour Plan for roadway and pedestrian detour signs.

10' wide crosswalk, pavement marking, Type H

DETOUR

M4-9b(L)

(30"x24")

DETOUR

M4-9b(R)

(30"x24")

Temporary traffic control, traffic drum, typ.

Temporary accessibility ramp, See Sht. T10 for details

Temporary traffic control, concrete barrier

10' wide crosswalk, pavement marking, Type H

STAGING AREA AND

PEDESTRIAN DETOUR

ENLARGEMENT PLAN

Halona Street (State)

K a p a l a n a l

Staging Area 100' ±

Begin pedestrian detour

Begin asphalt conc. sidewalk and removal of exist. conc. curb, and conn. to exist road

PD02

PD03

PD04

PD05

PD06

PD07

PD08

PD10

PD09

PD01

Begin temp. barrier and conn. to exist.

fence

40'

20'

Scale in Feet

PD15

PD12

PD20

PD22

PD13

PD14

PD11

PD16

PD17

PD18

PD21

STATE PROJECT

SHEET

NO.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

HI

HI STP H1(1)

P M c p w w o r k d i r d e n c s n y d e r d H

A B O

R M a s t e r d w g

U.S. CUSTOMARY

5' by 5'

Passing Zone

PD19

5' width to 4' width taper

D4

4'

4'

Temporary barrier

LEGEND:

Pedestria n Detour

Direction of Traffic

Temporary Traffic C ontrol, Concrete Barrier

Temporary Traffic C ontrol, Traffic D rum

Staging Area

Temporary Conc. Parallel Curb Ramp

Temporary traffic control, traffic drum, typ.

Temporary construction gate and chain link fence, 72-inch height

POINT TABLE DATA:

K o k r e e t

C i t y

Exist. H1

Bridge

Exist. Halona bridge

Temporary accessibility ramp, See Sht. T10 for details

Temporary traffic control, concrete barrier

Sheet 1 of 2

Temporary 10' wide crosswalk, pavement marking, Type H

PD47

PD46

AutoCAD SHX Text solid yellow striping

AutoCAD SHX Text yellow striping

AutoCAD SHX Text double solid

AutoCAD SHX Text raised pavement markers

AutoCAD SHX Text ``caution modified

AutoCAD SHX Text roadway ahead"

AutoCAD SHX Text sign

AutoCAD SHX Text s o l i d y e l l o w s t r i p i n g

AutoCAD SHX Text s o l i d y e l l o w s t r i p i n g

AutoCAD SHX Text

10.2 ``one way"

AutoCAD SHX Text & ``no stopping or standing"sign

AutoCAD SHX Text cross-walk

AutoCAD SHX Text cross-walk

AutoCAD SHX Text stop sign

AutoCAD SHX Text raised pavement markers

AutoCAD SHX Text sign

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

EXPIRATION DATE 04/30/2018

AutoCAD SHX Text No. 8624-C

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text

AutoCAD SHX Text

LICENSED

AutoCAD SHX Text

PROFESSIONAL

AutoCAD SHX Text A

AutoCAD SHX Text S

AutoCAD SHX Text U

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text A

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AutoCAD SHX Text A

AutoCAD SHX Text H

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AutoCAD SHX Text I

AutoCAD SHX Text C

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AutoCAD SHX Text K

AutoCAD SHX Text A

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AutoCAD SHX Text O

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AutoCAD SHX Text O

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AutoCAD SHX Text E

AutoCAD SHX Text A

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AutoCAD SHX Text H

AutoCAD SHX Text

STAGING AREA AND

PEDESTRIAN DETOUR

ENLARGEMENT PLAN

Halona Street (State)

K a p a l a n a l

Staging Area 100' ±

Begin pedestrian detour

Begin asphalt conc. sidewalk and removal of exist. conc. curb, and conn. to exist road

PD02

PD03

PD04

PD05

PD06

PD07

PD08

PD10

PD09

PD01

Begin temp. barrier and conn. to exist.

fence

40'

20'

Scale in Feet

PD15

PD12

PD20

PD22

PD13

PD14

PD11

PD16

PD17

PD18

PD21

STATE PROJECT

SHEET

NO.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

HI

HI STP H1(1)

A M c p w w o r k d i r d e n c s n y d e r d H

A B O

R M a s t e r d w g

U.S. CUSTOMARY

5' by 5'

Passing Zone

PD19

5' width to 4' width taper

D4

4'

4'

Temporary barrier

LEGEND:

Pedestria n Detour

Direction of Traffic

Temporary Traffic C ontrol, Concrete Barrier

Temporary Traffic C ontrol, Traffic D rum

Staging Area

Temporary Conc. Parallel Curb Ramp

Temporary traffic control, traffic drum, typ.

Temporary construction gate and chain link fence, 72-inch height

POINT TABLE DATA:

K o k r e e t

C i t y

Exist. H1

Bridge

Exist. Halona bridge

Temporary accessibility ramp, See Sht. T10 for details

Temporary traffic control, concrete barrier

Sheet 1 of 2

Temporary 10' wide crosswalk, pavement marking, Type H

PD47

PD46

a p a l a n a l

Scale in Feet

Staging Area 163' ±

End pedestrian detour

PD36

PD37

PD38

PD39

PD40

PD45

PD44

PD43

PD42

PD41

End temp. barrier and conn. to exist.

fence

Halona

Street(State)

PD23

PD24

PD25

PD27

PD30

PD31

PD32

PD26

PD28

PD29

40'

20'

Scale in Feet

PD33

PD35

PD34

STATE PROJECT

SHEET

NO.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

HI

HI STP H1(1)

P M c p w w o r k d i r d e n c s n y d e r d H

A B O

R M a s t e r d w g

U.S. CUSTOMARY

D5

4'

4'

Temporary barrier

LEGEND:

Exist. H1

Bridge

POINT TABLE DATA:

STAGING AREA AND

PEDESTRIAN DETOUR

ENLARGEMENT PLAN

K o h r e e t

C i t y

Exist. Halona bridge

End asphalt conc.

sidewalk, removal of exist. conc. curb, and conn. to exist. road

Sheet 2 of 2

Pedestria n Detour

Directio n of Traffic

Temporary Traffic C ontrol, Concrete Barrier

Temporary Traffic C ontrol, Traffic D rum

Staging Area

Temporary Conc. Parallel Curb Ramp

Temporary traffic control, traffic drum, typ.

Temporary construction gate and chain link fence, 72-inch height

Temporary accessibility ramp, See Sht. T10 for details

Temporary traffic control, concrete barrier

Temporary 10' wide crosswalk, pavement marking, Type H

4' width to 5' width taper

5' by 5' Passing Zone

PD48

PD49

PD50

PD51

AutoCAD SHX Text 10.0stop

AutoCAD SHX Text sign

AutoCAD SHX Text s o l i d y e l l o w s t r i p i n g

AutoCAD SHX Text cross-walk

AutoCAD SHX Text

STOP

AutoCAD SHX Text 9.8st sign

AutoCAD SHX Text 9.8``no parking"

AutoCAD SHX Text sign

AutoCAD SHX Text raised pavement markers

AutoCAD SHX Text

10.3 sign ``one way"

AutoCAD SHX Text & ``no stopping or standing"

AutoCAD SHX Text 11.1``caution &

AutoCAD SHX Text yield"sign

AutoCAD SHX Text reflector

AutoCAD SHX Text bishop museum

AutoCAD SHX Text exit 20a

AutoCAD SHX Text sign

AutoCAD SHX Text shower tree

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

EXPIRATION DATE 04/30/2018

AutoCAD SHX Text No. 8624-C

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text

AutoCAD SHX Text

LICENSED

AutoCAD SHX Text

PROFESSIONAL

AutoCAD SHX Text A

AutoCAD SHX Text S

AutoCAD SHX Text U

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text W

AutoCAD SHX Text A

AutoCAD SHX Text H

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AutoCAD SHX Text A

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P O

T

N35°10'55"W

STATE PROJECT

SHEET

NO.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

HI

HI STP H1(1)

P M c p w w o r k d i r d e n c s n y d e r d H

A B O

R M a s t e r d w g

U.S. CUSTOMARY

Halona Street (State)

K o k r e e t

C i t y

K o h r e e t

C i t y

K a p a l a n a l

D6

PERMANENT SIGNAGE AND

STRIPING PLAN

Remove and replace R1-1

"Stop" sign

Remove and replace

R6-1R "One Way" and

"No Stopping or

Standing" signs

LEGEND:

Proposed Sign

1. New pavement markings shall be Type H.

2. Exist. signs and pavement markings shall be replaced in kind unless otherwise noted on plan.

NOTE:

Remove and replace R6-1R "One

Way" and "No Stopping or

Standing" signs mounted on new light post. See Lighting Plan.

10' Wide

Crosswalk, Typ.

10' wide crosswalk, Typ.

8" Solid White Stripe w/

Bi-directional, Reflective

Raised Pav't. Markers

(Red/Clear) @ 20' o.c

Raised Pacement

Marker, Bi-directional, Reflective (Red/Clear), Typ.

4 ea. Raised Pavement

Marker, Non-reflective

(White), Typ.

4" Double Solid Yellow

Stripe w/ Bi-directional, Reflective Raised Pav't.

Markers (Yellow) @ 20' o.c

12" Solid White

Transverse Stripe

@ 45° and 10' o.c.

12" White Stop

Bar, Typ.

Exist. H-1

Bridge

4" Double Solid Yellow

Stripe w/ Bi-directional, Reflective Raised Pav't.

Markers (Yellow) @ 20' o.c

12" White Stop Bar, Typ.

10+48.23, 12.63'± Lt.

Begin 4" White Edge

Stripe

10+95.83, 11.17' Lt.

12+46.76, 11.17' Lt.

13+10.62, 12.5'± Lt.

End 4" White Edge Stripe

12+83.47, 16.7'± Rt.

End 4" White Edge Stripe

12+68.77, 12.83' Rt.

R

11+57.59, 12.83' Rt.

11+46.93, 13.36' Rt.

R

11+32.46, 23.0'± Rt.

Begin 4" White Edge Stripe

Exist. Stop Sign

(to remain)

"Stop" Word

Turn Arrow

"Only" Word Message

"Stop" Word

Turn Arrow

"Only" Word Message

Match existing

Match existing

See Inset B this sht.

Inset B

Scale: 1"=10'

Inset A

Scale: 1"=10'

60'

30'

Scale in Feet

See Inset A this sht.

A l i g n m e n t e r l i n e

H

A

S c a l

U p d a t e

S

E x i s t i

R

E x i s t i

A l i g n m e n

D a i n

H

A

S c a l

U p d a t e

S

E x i s t i o u n d

P r o p o s a d e f l e c t

P r o p o s n h o y

R

I n

S

E

I n

N

W

P r o p o s n h o y

R

I n

S

E

I n

W

C o n n e e x i s t i

P

C o n n e i s t i

P

I n s t a o p o s n c r e t e c o l l a r

R e m o i s t i

P

E x i s t i n g s t r u c t u r e

P r o p o s e d s t r u c t u r e

E x i s t i n g g r o u n d

P r o p o s e d g r a d e

P r o p o s t e r l i n c t i a

E x i s t i w a t e r l i n e

E x i s t i w a t e r l i n e

C o n n e i s t i t e r l i n e

I n v

T e m p o r a s t i e e v e c o n c r e o c k

C o n n e i s t i t e r l i n e

I n v

T e m p o r a s t i e e v e c o n c r e o c k

M o u t e r l i i d g r u c t u r a t a i l s

I n n d

I n n d

I n n d

I n n d

I n n d

I n n d

I n n d

I n n d l e a l v e

E x i s t i n g w a t e r l i r e m a i n

E n c a t e r l i r e i n f o r c n c r e t e j a c k e t

E n c a t e r l i r e i n f o r c n c r e j c k e t

PB

PB

E " X "

F L O O D Z O N E " X

STATE PROJECT

SHEET

NO.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

HI

HI STP H1(1)

P M c p w w o r k d i r d e n c s n y d e r d H

A B O

R M a s t e r d w g

U.S. CUSTOMARY

60'

30'

Scale in Feet

K a p a l a n a l

Halona Street (State)

K o k r e i t y

K o h r e i t y

EROSION AND SEDIMENT

CONTROL

NOTE:

Inlet protection

(type E), see special 157-A

Inlet protection (type

E), see special 157-A

Compost

Sock, see special 157-A

Compost

Sock, see special 157-A

E1

Temporary fence, typ.

Temporary fence, typ.

Exist. H1

Bridge

Pedestrian detour

Exist. Halona

Bridge

Inlet protection

(type E), see special 157-A

Inlet Protection, see special

157-A

1. Erosion and sediment control devices not to scale.

2. Refer to Conventional Plan Symbols and Abbreviations sheet for erosion and sediment control symbols.

3. Provide filter at catch basin and canal openings to prevent sediment from entering prior to work.

Inlet protection

(type E), see special 157-A

Inlet protection

(type E), see special 157-A

NO.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

HI

SPECIAL

U.S. CUSTOMARY SPECIAL

HI STP H1(1)

A M c p w w o r k d i r d e n c s n y d e r d H

A B O

R M a s t e r d w g

E2

157-A

TEMPORARY INLET

PROTECTION

Gravel filled pouch

Inlet

Curb

Catch basin

Gutter

Sediment Filter

3" dia. perf. PVC pipe sewn inside

INLET PROTECTION (TYPE E)

NO SCALE

Compost Sock

Flow

Exist. ground

INLET PROTECTION

Exist. wall with chain link fence on top

Canal opening

Flow

Limit of grading

Smooth exist. ground so the compost filter sock is flush with the exist.

ground along the entire length

Compost Sock

2'

Flow

3"-4"

(side to be protected)

Exist.

ground

12"

2"x2" wooden stake or #4 steel rebar w/ safety cap @ 10' O.C.

(to be used in landscape areas only)

6" min.

1. Compost shall not contain biosolids and should be consistent with EPA guidelines. Filter sock shall have a 6" minimum overlap at the end of sock.

NOTE:

6" min.

COMPOST SOCK DETAIL

Plan View

Compost Sock solid yellow striping

P

M d e n p w p p w…

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