KEY PLAN

LOCATION PLAN

N.T.S.

Developer:

Consulting Engineer:

Landscape Architect:

Client:

Scale 1:2000

BROADVIEW DR. & BROADWAY

BLVD. INTERSECTION

Issued For 90% Review,

June 27, 2019

Set No.: ___________

FOR COUNTY USE

Drawing / Project No.:----

General Contractor:

PROJECT

LOCATION

PROJECT

LOCATION

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BASELINE RD.

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S.W.1/4 SEC.3 TWP.53 RGE.23 W.4MER.

S

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CONTRACTOR

LOGO HERE

CLIENT LOGO

HERE

DEVELOPER

LOGO HERE

CONSULTANT

ENGINEER

LOGOS HERE

LANDSCAPE

ARCHITECT LOGO HERE

VE

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N 1

(JU

NE

2

01

9)

Sheet List Table

Sheet Number Sheet Title

Cover Title

201

General Legend

202

Existing Conditions

203Grading Plan

204 Site Plan

205 Plan & Profile

206

Line Markings & Signage

207

Turning Movements

208

Turning Movements

209 Details

210

Landscape Planting Plan

GENERAL - LEGEND

LINETYPE SYMBOLS ABBREVIATIONS

EXISTING

ABAND ABANDONED

AC ASBESTOS CEMENT PIPE

AVE. AVENUE

BLK. BLOCK

CG CURB & GUTTER

CC CURB C0CK

CONC. CONCRETE

CSP CORRUGATED STEEL PIPE

CPVC CHLORINATED STEEL PIPE

ECCR END OF CURVE - CURB RETURN

INV INVERT

NTS NOT TO SCALE

PE POLYETHYLENE

PVC POLYVINYL CHLORIDE

RFCG ROLL FACE CURB AND GUTTER

RF MONO ROLL FACE MONO WALK

STD STANDARD

STL STEEL

SFCG STRAIGHT FACE CURB & GUTTER

SF MONO STRAIGHT FACE MONO WALK

ST STREET

TYP TYPICAL

BCCR BEGINNING OF CURVE CURB RETURN

BVC BEGIN VERTICAL CURVE

EVC END OF VERTICAL CURVE

PI POINT OF INTERSECTION

PVI POINT OF VERTICAL INTERSECTION

A999 A999

CENTRE LINE OF ROAD

EDGE OF PAVEMENT (EOP)

LIP OF GUTTER (LOG)

BACK TOP OF CURB (BTOC)

FACE OF CURB (FOC)

TRANSPORTATION

FRONT OF WALK (FOW)

ROAD FEATURE

PAVEMENT MARKINGS

STOP - INTERSECTION STOP LINES

BROKEN - LANE LINES

DASHED - GUIDING LINES

WIDE DASHED - CONTINUITY LINES

RAILWAY TRACKS

LANDSCAPE

VEGETATION

TREE LINE

TOPOGRAPHICAL FEATURES

CONTOURS

MAJOR

HYDROLOGY

DITCH

SWALE DRAINAGE

NORMAL WATER LEVEL (NWL)

HIGH WATER LEVEL (HWL)

PARCEL BASE

BREAKLINES

DEVELOPMENT BOUNDARY

PROPERTY LINE (PL)

RIGHT-OF-WAY LINE (ROW)

MUNICIPAL UTILITY

STORM (STM)

SANITARY (SAN)

720.0 720.0

STORM SEWER

SANITARY SEWER

SANITARY SEWER FORCEMAIN

WATER (WM)

WATERMAIN

SAN FM SAN FM

BEGINNING CURVE OR END CURVE (BC or EC)

TRANSPORTATION

BC/EC

PROPOSED

TRAFFIC SIGNALS

TRAFFIC CABLE

PRIVATE UTILITY

POWER

Ø 200 WM

Ø 200 SAN

Ø 200 STM

UNDERGROUND POWER

OVER HEAD POWER (O/H P)

P P P P

OH/P OH/P OH/P

CABLE

CABLE TELEPHONE

CABLE UNDERGROUND

CABLE FIBER OPTIC

U/G TEL U/G TEL

U/G CAB U/G CAB

U/G FBR U/G FBR

TRAF TRAF TRAF

GAS

NATURAL GAS HIGH PRESSURE

NATURAL GAS LOW PRESSURE

NATURAL GAS LINE - ABANDONED

HP GAS HP GAS

GAS GAS GAS

AB/GAS AB/GAS

BACK OF WALK (BOW)

SITE FEATURES

BUILDINGS:

BUILDING FOOT PRINT

FENCE

BARB WIREX X X X X

CHAIN LINK

WOOD

PIPE RAIL<> <> <> <> <> <>

BUSH LINE

MINOR

PARA RAMP

STREET LIGHTS

SINGLE DAVIT 1

SINGLE DAVIT 2

SINGLE DAVIT 3

SITE FEATURES

BOLLARD

MAILBOX

BENCH

BUS SHELTER

GARBAGE CAN

FLAG POST

SPRINKLER HEAD

STREET SIGN

LANDSCAPE

VEGETATION

CONIFEROUS

DECIDUOUS

SHRUB

TOPOGRAPHICAL FEATURES

OVERLAND DRAINAGE

SPOT ELEVATION

ROAD FEATURE EXISTING PROPOSED

S S

MUNICIPAL UTILITY

CATCH BASIN (CB)

CATCH BASIN/MANHOLE (CB/MH)

STORM (STM) EXISTING PROPOSED

MANHOLE - STORM

SANITARY (SAN)

MANHOLE - SANITARY

WATER (WM)

HYDRANT (HYD)

WATER VALVE (WV)

REDUCER

PLUG

11.25° BEND (11.25° B)

22.5° BEND (22.5° B)

45° BEND (45° B)

90° BEND (90° B)

WATERMAIN TEE

WATERMAIN TEE & CAP

TRAFFIC SIGNALS

TRAFFIC SIGNAL HEAD

PUSHBUTTON

TRAFFIC POLE & MAST ARM

PRIVATE UTILITY

POWER

POWER POLE (PP)

TRANSFORMER

CABLE

PEDESTAL - CABLE

PEDESTAL - TELEPHONE

GAS

GAS VALVE (GV)

SERVICES

SINGLE SERVICE

DUAL SERVICE

WATER SOURCE ONLY

WATER & SANITARY SERVICE

WATER, SANITARY & FOUN SERVICE

TRANSPORTATION

JOINT

VAULT

JUNCTION BOX

PEDESTAL JOINT

CONDUIT RUN

MANHOLE - TELEPHONE

BOULDER

UTILITY

GENERAL

HATCHES

GENERAL - PLAN VIEW

REMOVALS TREES REMOVALS TOPSOIL REMOVALS ASPHALT

UNDISTURBED EXISTING GROUND

EXISTING CONCRETE EXISTING SIDEWALK

GRANULAR BASE

GRANULAR SUB-BASE

NWL NWL NWL NWL NWL NWL

HWL HWL HWL HWL HWL HWL

PROPOSED ASPHALT PAVEMENT

ASPHALT BASE

SPARE

PROPOSED CONCRETE

STABILIZED SUBGRADE

TOPSOIL, SEEDED

SPARE

SPARE SPARE

REMOVALS CONCRETE REMOVALS SHALLOW UTILITIES

REMOVALS DEEP UTILITIES EXISTING ASPHALT PAVEMENT

STREETLIGHT EXTENSION

PEDESTRIAN SIGNAL

AUDIBLE SIGNAL

PRE-EMPTOR

CABINET & DOOR

GROUND ARRAY

DETECTOR ZONE

VIDEO DETECTOR

ROAD SIGN

P P P P

OH/P OH/P OH/P

U/G TEL U/G TEL

U/G CAB U/G CAB

U/G FBR U/G FBR

TRAF TRAF TRAF

HP GAS HP GAS

LP GAS LP GAS

AB/GAS AB/GAS

X X X X X

<> <> <> <> <> <>

SOLID

WIDE SOLID

PAIGE WIRE

SAN FM SAN FM

PETROLEUM

OIL PIPE

OIL OIL OIL OIL OIL OIL

SILT FENCE

PETROLEUM

BURIED OIL PIPE MARKER

OIL VALVE

EROSION AND SEDIMENT CONTROL

CATCH BASIN WITH INLET PROTECTION

LAWN BASIN WITH INLET PROTECTION

SEDIMENT MONITORING LOCATION

CHECK DAM

SUMP

SURVEY CONTROL

ALBERTA SURVEY CONTROL MARKER

FOUND IRON PIN

REGISTERED

ASCM

EROSION AND SEDIMENT CONTROL

STRATHCONA COUNTY CONTROL MARKER

SHEET LIST TABLE

REVISIONS

Set No.: __________

COMPANY LOGO HERE

LEGEND

BROADVIEW DR. &

BROADWAY BLVD.

INTERSECTION

201

S

A

M

P

L

E

FOR COUNTY USE

GENERAL NOTES LOCATION

FOR INFORMATION ON

LINETYPES, BLOCKS AND

HATCHES, SEE THE

GENERAL FILES.

GENERAL - PROFILE / SECTION VIEW

REMOVALS ASPHALT (MILLING)

SPARE

SPARE

Ø 200 STM

Ø 200 SAN

Ø 200 WM

720.0 720.0

SHEET NUMBERS

TO START AT 200

VE

RS

IO

N 1

(JU

NE

2

01

9)

GENERAL - LEGEND

LINETYPE SYMBOLS ABBREVIATIONS

EXISTING

ABAND ABANDONED

AC ASBESTOS CEMENT PIPE

AVE. AVENUE

BLK. BLOCK

CG CURB & GUTTER

CC CURB C0CK

CONC. CONCRETE

CSP CORRUGATED STEEL PIPE

CPVC CHLORINATED STEEL PIPE

ECCR END OF CURVE - CURB RETURN

INV INVERT

NTS NOT TO SCALE

PE POLYETHYLENE

PVC POLYVINYL CHLORIDE

RFCG ROLL FACE CURB AND GUTTER

RF MONO ROLL FACE MONO WALK

STD STANDARD

STL STEEL

SFCG STRAIGHT FACE CURB & GUTTER

SF MONO STRAIGHT FACE MONO WALK

ST STREET

TYP TYPICAL

BCCR BEGINNING OF CURVE CURB RETURN

BVC BEGIN VERTICAL CURVE

EVC END OF VERTICAL CURVE

PI POINT OF INTERSECTION

PVI POINT OF VERTICAL INTERSECTION

A999 A999

CENTRE LINE OF ROAD

EDGE OF PAVEMENT (EOP)

LIP OF GUTTER (LOG)

BACK TOP OF CURB (BTOC)

FACE OF CURB (FOC)

TRANSPORTATION

FRONT OF WALK (FOW)

ROAD FEATURE

PAVEMENT MARKINGS

STOP - INTERSECTION STOP LINES

BROKEN - LANE LINES

DASHED - GUIDING LINES

WIDE DASHED - CONTINUITY LINES

RAILWAY TRACKS

LANDSCAPE

VEGETATION

TREE LINE

TOPOGRAPHICAL FEATURES

CONTOURS

MAJOR

HYDROLOGY

DITCH

SWALE DRAINAGE

NORMAL WATER LEVEL (NWL)

HIGH WATER LEVEL (HWL)

PARCEL BASE

BREAKLINES

DEVELOPMENT BOUNDARY

PROPERTY LINE (PL)

RIGHT-OF-WAY LINE (ROW)

MUNICIPAL UTILITY

STORM (STM)

SANITARY (SAN)

720.0 720.0

STORM SEWER

SANITARY SEWER

SANITARY SEWER FORCEMAIN

WATER (WM)

WATERMAIN

SAN FM SAN FM

BEGINNING CURVE OR END CURVE (BC or EC)

TRANSPORTATION

BC/EC

PROPOSED

TRAFFIC SIGNALS

TRAFFIC CABLE

PRIVATE UTILITY

POWER

Ø 200 WM

Ø 200 SAN

Ø 200 STM

UNDERGROUND POWER

OVER HEAD POWER (O/H P)

P P P P

OH/P OH/P OH/P

CABLE

CABLE TELEPHONE

CABLE UNDERGROUND

CABLE FIBER OPTIC

U/G TEL U/G TEL

U/G CAB U/G CAB

U/G FBR U/G FBR

TRAF TRAF TRAF

GAS

NATURAL GAS HIGH PRESSURE

NATURAL GAS LOW PRESSURE

NATURAL GAS LINE - ABANDONED

HP GAS HP GAS

GAS GAS GAS

AB/GAS AB/GAS

BACK OF WALK (BOW)

SITE FEATURES

BUILDINGS:

BUILDING FOOT PRINT

FENCE

BARB WIREX X X X X

CHAIN LINK

WOOD

PIPE RAIL<> <> <> <> <> <>

BUSH LINE

MINOR

PARA RAMP

STREET LIGHTS

SINGLE DAVIT 1

SINGLE DAVIT 2

SINGLE DAVIT 3

SITE FEATURES

BOLLARD

MAILBOX

BENCH

BUS SHELTER

GARBAGE CAN

FLAG POST

SPRINKLER HEAD

STREET SIGN

LANDSCAPE

VEGETATION

CONIFEROUS

DECIDUOUS

SHRUB

TOPOGRAPHICAL FEATURES

OVERLAND DRAINAGE

SPOT ELEVATION

ROAD FEATURE EXISTING PROPOSED

S S

MUNICIPAL UTILITY

CATCH BASIN (CB)

CATCH BASIN/MANHOLE (CB/MH)

STORM (STM) EXISTING PROPOSED

MANHOLE - STORM

SANITARY (SAN)

MANHOLE - SANITARY

WATER (WM)

HYDRANT (HYD)

WATER VALVE (WV)

REDUCER

PLUG

11.25° BEND (11.25° B)

22.5° BEND (22.5° B)

45° BEND (45° B)

90° BEND (90° B)

WATERMAIN TEE

WATERMAIN TEE & CAP

TRAFFIC SIGNALS

TRAFFIC SIGNAL HEAD

PUSHBUTTON

TRAFFIC POLE & MAST ARM

PRIVATE UTILITY

POWER

POWER POLE (PP)

TRANSFORMER

CABLE

PEDESTAL - CABLE

PEDESTAL - TELEPHONE

GAS

GAS VALVE (GV)

SERVICES

SINGLE SERVICE

DUAL SERVICE

WATER SOURCE ONLY

WATER & SANITARY SERVICE

WATER, SANITARY & FOUN SERVICE

TRANSPORTATION

JOINT

VAULT

JUNCTION BOX

PEDESTAL JOINT

CONDUIT RUN

MANHOLE - TELEPHONE

BOULDER

UTILITY

GENERAL

HATCHES

GENERAL - PLAN VIEW

REMOVALS TREES REMOVALS TOPSOIL REMOVALS ASPHALT

UNDISTURBED EXISTING GROUND

EXISTING CONCRETE EXISTING SIDEWALK

GRANULAR BASE

GRANULAR SUB-BASE

NWL NWL NWL NWL NWL NWL

HWL HWL HWL HWL HWL HWL

PROPOSED ASPHALT PAVEMENT

ASPHALT BASE

SPARE

PROPOSED CONCRETE

STABILIZED SUBGRADE

TOPSOIL, SEEDED

SPARE

SPARE SPARE

REMOVALS CONCRETE REMOVALS SHALLOW UTILITIES

REMOVALS DEEP UTILITIES EXISTING ASPHALT PAVEMENT

STREETLIGHT EXTENSION

PEDESTRIAN SIGNAL

AUDIBLE SIGNAL

PRE-EMPTOR

CABINET & DOOR

GROUND ARRAY

DETECTOR ZONE

VIDEO DETECTOR

ROAD SIGN

P P P P

OH/P OH/P OH/P

U/G TEL U/G TEL

U/G CAB U/G CAB

U/G FBR U/G FBR

TRAF TRAF TRAF

HP GAS HP GAS

LP GAS LP GAS

AB/GAS AB/GAS

X X X X X

<> <> <> <> <> <>

SOLID

WIDE SOLID

PAIGE WIRE

SAN FM SAN FM

PETROLEUM

OIL PIPE

OIL OIL OIL OIL OIL OIL

SILT FENCE

PETROLEUM

BURIED OIL PIPE MARKER

OIL VALVE

EROSION AND SEDIMENT CONTROL

CATCH BASIN WITH INLET PROTECTION

LAWN BASIN WITH INLET PROTECTION

SEDIMENT MONITORING LOCATION

CHECK DAM

SUMP

SURVEY CONTROL

ALBERTA SURVEY CONTROL MARKER

FOUND IRON PIN

REGISTERED

ASCM

EROSION AND SEDIMENT CONTROL

STRATHCONA COUNTY CONTROL MARKER

REVISIONS

Set No.: __________

COMPANY LOGO HERE

LEGEND

BROADVIEW DR. &

BROADWAY BLVD.

INTERSECTION

201

S

A

M

P

L

E

FOR COUNTY USE

GENERAL NOTES LOCATION

FOR INFORMATION ON

LINETYPES, BLOCKS AND

HATCHES, SEE THE

GENERAL FILES.

GENERAL - PROFILE / SECTION VIEW

REMOVALS ASPHALT (MILLING)

SPARE

SPARE

Ø 200 STM

Ø 200 SAN

Ø 200 WM

720.0 720.0

VE

RS

IO

N 1

(JU

NE

2

01

9)

LIM

IT

S O

F C

ON

ST

RU

CT

IO

N

LIMITS OF CONSTRUCTION

LIMITS OF CONSTRUCTION

LIM

IT

S O

F C

ON

ST

RU

CT

IO

N

REVISIONS

Set No.: __________

COMPANY LOGO HERE

EX. CONDITIONS & REMOVALS

BROADVIEW DR. &

BROADWAY BLVD.

INTERSECTION

201

S

A

M

P

L

E

KEY PLAN

Scale 1:2000

BR

OA

DM

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LV

D.

B

R

O

A

D

W

A

Y

B

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BR

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DV

IE

W D

R.

Sheet List Table

Sheet Number Sheet Title

Cover Title

201

General Legend

202

Existing Conditions

203

Grading Plan

204 Site Plan

205 Plan & Profile

206

Line Markings & Signage

207

Turning Movements

208

Turning Movements

209 Details

210

Landscape Planting Plan

FOR COUNTY USE

GENERAL NOTES LOCATION

SHEET NUMBERS

TO START AT 200.

VE

RS

IO

N 1

(JU

NE

2

01

9)

U/G FBR

U

/G

F

B

R

U

/G

F

B

R

U

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F

B

R

U

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F

B

R

U

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F

B

R

U

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F

B

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U

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F

B

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U

/

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F

B

R

U

/

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F

B

R

U

/

G

F

B

R

U

/

G

F

B

R

U/G FBR U/G FBR U/G FBR U/G FBR U/G FBR U/G FBR U/G FBR U/G FBR U/G FBR U/G FBR

U/G FBR

U/G FBR

U

/

G

F

B

R

U

/

G

F

B

R

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

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U

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B

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U

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F

B

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U

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F

B

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U

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F

B

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U

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F

B

R

U/G

FB

R

U/G

FB

R

U/G FBR U/G FBR U/G FBR U/G FBR U/G FBR U/G FBR

U

/G

F

B

R

U

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F

B

R

U

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F

B

R

U

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F

B

R

U

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F

B

R

U/G

FB

R

U/G

FB

R

U/G FBR U/G FBR U/G FBR U/G FBR U/G FBR U/G FBR

U

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F

B

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U

/

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F

B

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U

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F

B

R

U

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F

B

R

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

FB

R

U/G FBR

U/G FBR U/G FBRU/G FBR

U/G FBRU/G FBR

U

/G

F

B

R

U

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F

B

R

U

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F

B

R

U

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F

B

R

U

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F

B

R

U/G

FB

R

U/G

FB

R

U/G

FB

R

U/G FBR U/G FBR U/G FBR

U

/

G

F

B

R

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U

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F

B

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U

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F

B

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U

/

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F

B

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U/G FBR

U

/

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F

B

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U

/

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F

B

R

U

/

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F

B

R

U/G FBRU/G FBR U/G FBR

U

/

G

F

B

R

U

/

G

F

B

R

U/G FBR U/G FBRU/G FBR

U/G FBRU/G FBR U/G FBR

U/G

FB

R

U

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F

B

R

U

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F

B

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U

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F

B

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U

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F

B

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U

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F

B

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U

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U

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F

B

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F

B

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U

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F

B

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U/G FBR

U/G FBR

U/G FBRU/G FBR

U/G FBRU/G FBR

U/G FBR

U/G

FB

R

U/G

FB

R

U/G

FB

R

U/G

FB

R

U

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F

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U

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U/G

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U/G FBR

U/G FBR

U/G FBR

U/G FBR

U/G

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U/G

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U/G

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U/G FBR

U/G FBR U/G FBRU/G FBR

U/G FBRU/G FBR

U/G FBR

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U

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U/G FBR U/G FBRU/G FBR

U/G FBRU/G FBR U/G FBR

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P

P

P

P

P

P

PP

PP

PP

PP

P

PP

PP

PPP

P

PP

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

PP

PP

PP

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

PP

PP

PP

PP

P

P

P

P

P P

P

P

P

PP

PP

PP

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

G

A

S

G

A

S

G

A

S

G

A

S

G

A

S

G

A

S

G

A

S

G

A

S

G

A

S

G

A

S

G

A

S

G

A

S

G

A

S

GA

S

GA

S

GA

S

GASGASGAS

GASGAS

GASGAS

GAS

GASGAS

GAS

GAS

GAS

GAS

GAS

GAS

GASGASGASGAS

GASG

AS

GAS

GAS

GAS

GA

S

GA

S

GA

S

G

A

S

G

A

S

G

A

S

G

A

S

G

A

S

G

A

S

GA

SG

AS

GA

S

GAS

G

A

S

G

A

S

G

A

S

GASGAS

GASGAS

GA

S

GA

S

GA

S

GA

S

GA

S

GA

S

GA

S

GA

S

G

A

S

GASGAS

GASGAS

GAS

GASGAS

G

AS

G

AS

G

AS

G

A

S

G

A

S

G

A

S

G

A

S

G

A

S

G

A

S

G

A

S

G

A

S

G

A

S

G

A

S

G

A

S

GA

S

GA

S

GA

S

GA

S

GA

S

GA

S

GA

S

GA

S

GA

SG

AS

GA

SG

AS

GA

S

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U

/

G

F

B

R

U/G FBRU/G FBR

U/G FBRU/G FBR

U/G FBR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G FBR

U

/

G

F

B

R

U/G FBRU/G FBR

U/G FBRU/G FBR

U

/

G

F

B

R

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U

/G

F

BR

U

/G

F

BR

U

/G

F

B

R

U/G FBR U/G FBR U/G FBR U/G FBR U/G FBRU/G FBR

U/G

FB

R

U/G

FB

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/

G

F

B

R

U

/

G

F

B

R

U

/

G

F

B

R

EX. STM.

MH BL42

EX. SAN.

MH 10630

EX. STM.

CB BL42B

EX. STM.

CB BL42A

PARK VETERINARY CLINIC

INSPIRATIONS CHRISTIAN

BOOKS & GIFTS

Property Line

Easement

Easement

Property Line

Property Line

Property Line

Easement

Easement

BROADWAY BOULEVARD

B

R

O

A

D

V

IE

W

D

R

IV

E

Existing Sidewalk

EXISTING SIDEWALK

Existing S

idew

alk

LIM

IT

S O

F C

ON

ST

RU

CT

IO

N

LIMITS OF CONSTRUCTION

LIMITS OF CONSTRUCTION

RELOCATE JUNCTION BOX

LIM

IT

S O

F C

ON

ST

RU

CT

IO

N

RELOCATE

EX. RB-51R

RELOCATE EX.

LIGHT POLE BY

OTHERS

RELOCATE EX. LIGHT

POLE BY OTHERS

REMOVE AND

SALVAGE EX. RA-1

AND POST

REMOVE AND

SALVAGE EX. RA-1

AND POST

REMOVE AND

SALVAGE EX. RA-1

AND POST

REMOVE AND

SALVAGE EX. RA-1

AND POST

REMOVE EX.

BUS PAD AND

SHELTER

EX. SIGN

REMOVE EX.

BUS STOP SIGN

REVISIONS

Set No.: __________

COMPANY LOGO HERE

EX. CONDITIONS & REMOVALS

BROADVIEW DR. &

BROADWAY BLVD.

INTERSECTION

202S.W.1/4 SEC.3 TWP.53 RGE.23 W.4MER.

S

A

M

P

L

E

FOR COUNTY USE

GENERAL NOTES LOCATION

FOR INFORMATION ON

LINETYPES, BLOCKS AND

HATCHES, SEE THE

GENERAL FILES.

VE

RS

IO

N 1

(JU

NE

2

01

9)

U/G FBR

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/

G

F

B

R

U

/

G

F

B

R

U

/

G

F

B

R

U

/

G

F

B

R

U

/

G

F

B

R

U/G FBR U/G FBR U/G FBR U/G FBR U/G FBR U/G FBR U/G FBR U/G FBR U/G FBR U/G FBR

U/G

FBR

U/G

FBR

U

/

G

F

B

R

U

/

G

F

B

R

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U/G

FB

R

U/G

FB

R

U/G FBR U/G FBR U/G FBR U/G FBR U/G FBR U/G FBR

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U/G

FB

R

U/G

FB

R

U/G FBR U/G FBR U/G FBR U/G FBR U/G FBR U/G FBR

U

/G

F

B

R

U

/

G

F

B

R

U

/

G

F

B

R

U

/

G

F

B

R

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

FB

R

U/G FBRU/G FBR U/G FBR

U/G FBRU/G FBR

U/G FBR

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U/G

FB

R

U/G

FB

R

U/G

FB

R

U/G FBR U/G FBR U/G FBR

U

/

G

F

B

R

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U

/G

F

B

R

U

/G

F

B

R

U

/

G

F

B

R

U/G FBR

U

/

G

F

B

R

U

/

G

F

B

R

U

/

G

F

B

R

U/G FBRU/G FBR U/G FBR

U

/

G

F

B

R

U

/

G

F

B

R

U/G FBR U/G FBRU/G FBR

U/G FBR U/G FBRU/G FBR

U/G

FB

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

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U

/G

F

B

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U

/G

F

B

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U

/G

F

B

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U

/

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F

B

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U

/

G

F

B

R

U

/

G

F

B

R

U

/

G

F

B

R

U/G FBR

U/G FBRU/G FBR

U/G FBRU/G FBR

U/G FBR

U/G FBR

U/G

FB

R

U/G

FB

R

U/G

FB

R

U/G

FB

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

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U

/G

F

B

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U

/G

F

B

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U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G FBR

U/G FBR

U/G FBR

U/G FBR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U/G

FB

R

U/G

FB

R

U/G

FB

R

U/G

FB

R

U/G FBRU/G FBR U/G FBR

U/G FBRU/G FBR

U/G FBRU/G FBR

U

/

G

F

B

R

U

/

G

F

B

R

U/G FBR U/G FBR U/G FBR

U

/

G

F

B

R

U

/

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F

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U/G FBRU/G FBR U/G FBR

U/G FBRU/G FBR

U/G FBR

U/G

FB

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U/G

FB

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U

/G

F

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U

/G

F

B

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U

/G

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B

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U

/G

F

B

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U

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U

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U

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U

/

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F

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U

/

G

F

B

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U

/

G

F

B

R

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U

/

G

F

B

R

U

/

G

F

B

R

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

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F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

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P

P

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P

P

P

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PP

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PP

PP

P

P

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P

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P

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P

P

P

P

P

P

P

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P

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P

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P

P

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P

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P

P

P

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P

P

P

P

P

P

P

P

P

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PP

PP

P

P

P

P

P

P

P

P

P

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P

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P

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P

P

P

P

P

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PP

PP

PP

P

P

P

P

P P

P

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P

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PP

PP

P

P

P

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P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

G

A

S

G

A

S

G

A

S

G

A

S

G

A

S

G

A

S

G

A

S

G

A

S

G

A

S

G

A

S

G

A

S

G

A

S

G

A

S

GA

S

GA

S

GA

S

GAS

GASGAS

GAS

GASGAS

GAS

GAS

GAS

GAS

GAS

GAS

GASGAS

GASGAS

GASGAS

GASGAS

GASGAS

GAS

GAS

GAS

GA

S

GA

S

GA

S

G

A

S

G

A

S

G

A

S

G

A

S

G

A

S

G

A

S

GA

SG

AS

GA

S

GAS

G

A

S

G

A

S

G

A

S

GASGAS

GASGAS

GA

S

GA

S

GA

S

GA

S

GA

S

GA

S

GA

S

GA

S

G

A

S

GASGAS

GASGAS

GASGAS

GAS

GA

S

G

AS

GA

S

G

A

S

G

A

S

G

A

S

G

A

S

G

A

S

G

A

S

G

A

S

G

A

S

G

A

S

G

A

S

G

A

S

GA

S

GA

S

GA

S

GA

S

GA

S

GA

S

GA

S

GA

S

GA

SG

AS

GA

SG

AS

GA

S

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U

/

G

F

B

R

U/G FBRU/G FBR

U/G FBRU/G FBR

U/G FBR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G FBR

U

/

G

F

B

R

U/G FBRU/G FBR

U/G FBRU/G FBR

U

/

G

F

B

R

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U

/G

F

BR

U

/G

F

BR

U

/G

F

B

R

U/G FBRU/G FBR U/G FBR

U/G FBR U/G FBRU/G FBR

U/G

FB

R

U/G

FB

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/

G

F

B

R

U

/

G

F

B

R

U

/

G

F

B

R

EX. STM.

MH BL42

EX. SAN.

MH 10630

EX. STM.

CB BL42B

EX. STM.

CB BL42A

REMOVE AND RELOCATE CATCHBASIN BL42B

900mm DIA.

RIM EL. 709.502

NE INV. 708.077

REMOVE AND RELOCATE CATCHBASIN BL42A

900mm DIA.

RIM EL. 709.374

NW INV. 708.687

SW INV. 707.949

RELOCATE LIGHT POLE

-

0

.

7

1

%

-0

.6

6

%

-1

.2

4

%

-0

.5

2

%

TIE TO EXISTING

TIE TO EXISTING

TIE TO EXISTING

TIE TO EXISTING

TIE TO EXISTING

TIE TO EXISTING

TIE TO EXISTING

TIE TO EXISTING

NEW CATCHBASIN

NEW CATCHBASIN

-

0

.

7

0

%

-1.04%

-

2

.

7

2

%

-

0

.

9

3

%

-1.39%

-0.62%

-

0

.

6

2

%

-

1

.

7

6

%

0.51%

-

3

.

1

5

%

-

3

.

6

1

%

-0.7

6%

-

1

.3

1

%

-0.27%

7

0

9

.

0

7

0

9

.

5

709.5

7

0

9

.

0

7

0

9

.0

7

1

0

.

0

Property Line

Easement

Easement

Property Line

Property Line

Property Line

Easement

Easement

BROADWAY BOULEVARD

B

R

O

A

D

V

IE

W

D

R

IV

E

Future Sidewalk

Future Sidewalk

Proposed Property Line

PROPOSED PROPERTY LINE

Future S

idew

alk

Existing Sidewalk

EXISTING SIDEWALK

Existing S

idew

alk

R28.0

R16.0

R28.0

R40.6

R20.4

R40.6

R28.0

R16.0

R28.0

R23.0

R23.0

R20.0

1.8

1.5

R7.0

R9.5

1.0

1.0

1.5

1.5

1.0

1.5

1.8

RELOCATE LIGHT POLE

LIM

IT

S O

F C

ON

ST

RU

CT

IO

N

LIMITS OF CONSTRUCTION

LIMITS OF CONSTRUCTION

L

.

O

.

G

.

0.67%

LIM

IT

S O

F C

ON

ST

RU

CT

IO

N

ADJUST FRAME

AND COVER TO

710.23

5.7

5.3

5.5

5.3

F

U

T

U

R

E

B

U

S

P

A

D

-

2

.

8

8

%

-

2

.

9

1

%

709.25

709.16

709.63709.65

709.64709.62

709.66

709.65

709.64

709.66

709.69

709.69

709.85

709.86

709.82

709.83

709.81

709.80

709.77

709.75

709.70

709.68

709.47

709.46709.48

709.48

709.49

709.49

709.55

709.55

709.52

709.48

709.22

709.23

709.16

709.17

709.27

709.28

709.39

709.44

709.45

709.44

709.72

709.62

709.57

709.33

709.06

709.05

709.33

709.49

709.71

709.71

709.36

LP: 709.30

709.45

709.56

709.88

709.87

709.86

709.81

709.71

709.55

709.51

709.51

709.60

709.28

709.44

709.18

709.77

709.72

709.59

LP: 709.45

PVI: 709.21

709.32

709.27

709.26

709.34

709.52

709.57

709.42

709.39

709.37

709.50

709.17

709.29

709.31

709.18

709.72

709.78

709.82

709.74

709.43

709.30

709.02

709.07

708.91 708.96

708.61

708.63

PVI: 709.65

PVI: 709.67

PVI: 709.53

PVI: 709.25

709.70

709.54

709.71

709.42

INSTALL NEW SIDEWALK

RAMP (TYP) SEE DETAIL

ON SHEET 210

PVI: 709.41

INSTALL NEW SIDEWALK

RAMP (TYP) SEE DETAIL

ON SHEET 210

REVISIONS

Set No.: __________

COMPANY LOGO HERE

GRADING PLAN

BROADVIEW DR. &

BROADWAY BLVD.

INTERSECTION

203S.W.1/4 SEC.3 TWP.53 RGE.23 W.4MER.

S

A

M

P

L

E

FOR COUNTY USE

GENERAL NOTES LOCATION

VE

RS

IO

N 1

(JU

NE

2

01

9)

U/G FBR

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/

G

F

B

R

U

/

G

F

B

R

U

/

G

F

B

R

U

/

G

F

B

R

U

/

G

F

B

R

U/G FBR U/G FBR U/G FBR U/G FBR U/G FBR U/G FBR U/G FBR U/G FBR U/G FBR U/G FBR

U/G FBR

U/G FBR

U

/

G

F

B

R

U

/

G

F

B

R

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U/G

FB

R

U/G

FB

R

U/G FBR U/G FBR U/G FBR U/G FBR U/G FBR U/G FBR

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U/G

FB

R

U/G

FB

R

U/G FBR U/G FBR U/G FBR U/G FBR U/G FBR U/G FBR

U

/G

F

B

R

U

/

G

F

B

R

U

/

G

F

B

R

U

/

G

F

B

R

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

FB

R

U/G FBR

U/G FBR U/G FBRU/G FBR

U/G FBRU/G FBR

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U/G

FB

R

U/G

FB

R

U/G

FB

R

U/G FBR U/G FBR U/G FBR

U

/

G

F

B

R

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U

/G

F

B

R

U

/G

F

B

R

U

/

G

F

B

R

U/G FBR

U

/

G

F

B

R

U

/

G

F

B

R

U

/

G

F

B

R

U/G FBRU/G FBR U/G FBR

U

/

G

F

B

R

U

/

G

F

B

R

U/G FBR U/G FBRU/G FBR U/G FBR

U/G FBR U/G FBR

U/G

FB

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/

G

F

B

R

U

/

G

F

B

R

U

/

G

F

B

R

U

/

G

F

B

R

U/G FBR

U/G FBR

U/G FBRU/G FBR

U/G FBRU/G FBR

U/G FBR

U/G

FB

R

U/G

FB

R

U/G

FB

R

U/G

FB

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/

G

F

B

R

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G FBR

U/G FBR

U/G FBR

U/G FBR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U/G

FB

R

U/G

FB

R

U/G

FB

R

U/G

FB

R

U/G FBR

U/G FBR U/G FBRU/G FBR

U/G FBRU/G FBR

U/G FBR

U

/

G

F

B

R

U

/

G

F

B

R

U/G FBR U/G FBR U/G FBR

U

/

G

F

B

R

U

/

G

F

B

R

U/G FBR U/G FBRU/G FBR

U/G FBRU/G FBR U/G FBR

U/G

FB

R

U/G

FB

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/

G

F

B

R

U

/

G

F

B

R

U

/

G

F

B

R

U

/

G

F

B

R

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U

/

G

F

B

R

U

/

G

F

B

R

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U

/G

F

B

R

U

/G

F

B

R

U

/

G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

P

P

P

P

P

P

P

P

PP

P

PP

PP

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

PP

P

PP

P

P

P

P

P

P

PP

P

P

P

P

P

PP

PP

P

P

P

P

P

P

P

PP

PP

PP

PP

PP

PP

PPP

PP

P

PP

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

PP

PP

PP

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

PP

PP

PP

PP

P

P

P

P

P P

P

P

P

PP

PP

PP

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

G

A

S

G

A

S

G

A

S

G

A

S

G

A

S

G

A

S

G

A

S

G

A

S

G

A

S

G

A

S

G

A

S

G

A

S

G

A

S

GA

S

GA

S

GA

S

GASGASGAS

GASGAS

GASGAS

GAS

GAS

GASGAS

GAS

GAS

GAS

GAS

GAS

GASGASGASGAS

GASG

AS

GAS

GAS

GAS

GA

S

GA

S

GA

S

G

A

S

G

A

S

G

A

S

G

A

S

G

A

S

G

A

S

GA

SG

AS

GA

S

GAS

G

A

S

G

A

S

G

A

S

GASGAS

GASGAS

GA

S

GA

S

GA

S

GA

S

GA

S

GA

S

GA

S

GA

S

G

A

S

G

A

S

GASGAS

GASGAS

GAS

GASGAS

G

AS

G

AS

G

AS

G

A

S

G

A

S

G

A

S

G

A

S

G

A

S

G

A

S

G

A

S

G

A

S

G

A

S

G

A

S

G

A

S

GA

S

GA

S

GA

S

GA

S

GA

S

GA

S

GA

S

GA

S

GA

SG

AS

GA

SG

AS

GA

SG

AS

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U

/

G

F

B

R

U/G FBRU/G FBR

U/G FBRU/G FBR

U/G FBR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G FBR

U

/

G

F

B

R

U/G FBRU/G FBR

U/G FBRU/G FBR

U

/

G

F

B

R

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U

/G

F

BR

U

/G

F

BR

U

/G

F

B

R

U/G FBR U/G FBRU/G FBR U/G FBR U/G FBR

U/G FBR

U/G

FB

R

U/G

FB

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/

G

F

B

R

U

/

G

F

B

R

U

/

G

F

B

R

EX. STM.

MH BL42

EX. SAN.

MH 10630

EX. STM.

CB BL42B

EX. STM.

CB BL42A

Property Line

Easement

Easement

Property Line

Property Line

Property Line

Easement

Easement

BROADWAY BOULEVARD

B

R

O

A

D

V

IE

W

D

R

IV

E

Future Sidewalk

Future Sidewalk

Future S

idew

alk

Existing Sidewalk

EXISTING SIDEWALK

Existing S

idew

alk

R28.0

R16.0

R28.0

R40.6

R20.4

R40.6

R28.0

R16.0

R28.0

R23.0

R23.0

R20.0

1.8

1.5

R7.0

R9.5

1.0

1.0

1.5

1.5

1.0

1.5

1.8

LIM

IT

S O

F C

ON

ST

RU

CT

IO

N

LIMITS OF CONSTRUCTION

LIMITS OF CONSTRUCTION

L

.

O

.

G

.

LIM

IT

S O

F C

ON

ST

RU

CT

IO

N

ADJUST FRAME

AND COVER TO

710.23

5.7

5.3

5.5

5.3

F

U

T

U

R

E

B

U

S

P

A

D

GA

SG

AS

GA

SG

AS

R1.0

R1.0

R17.3

R0.3

R0.3

R0.5

R0.5

R0.3

R0.3

3.8

1.5

1.91.9

6.4

1.8

3.8

U/G FBR

U/G FBR

U/G FBR

U/G FBR

PP

PP

PP

1.5

2.0

3.8

R0.5 R0.5

2.0

6.3

1.2

R0.3

R0.3

R1.0

R1.0

R15.0

3.8

BC: 2+001.84

R1.0 R1.0

R17.3

R0.3

R0.3

R0.3

R0.3

R0.5

R0.5

2.0

6.4

1.8

1.9

1.5

3.8

3.8

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

PP

P

PP

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

R0.5

R0.5

R0.3

R0.3

R0.3

R0.3

R1.0

R1.0

R17.3

2.3

1.5

2.0

2.0

7.8

1.9

P

V

I: 1+

005.81

REVISIONS

Set No.: __________

COMPANY LOGO HERE

SITE PLAN

BROADVIEW DR. &

BROADWAY BLVD.

INTERSECTION

204S.W.1/4 SEC.3 TWP.53 RGE.23 W.4MER.

F

.

O

.

C

.

S

A

M

P

L

E

FOR COUNTY USE

GENERAL NOTES LOCATION

VE

RS

IO

N 1

(JU

NE

2

01

9)

U/G FBR U/G FBR U/G FBR U/G FBR U/G FBR U/G FBR U/G FBR U/G FBR U/G FBR U/G FBR U/G FBR U/G FBR U/G FBR U/G FBR U/G FBR U/G FBR U/G FBR U/G FBR U/G FBR U/G FBR U/G FBR U/G FBR U/G FBR U/G FBR U/G FBR

U

/

G

F

B

R

U

/

G

F

B

R

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G FBR U/G FBR U/G FBR U/G FBR U/G FBR U/G FBR U/G FBR U/G FBR U/G FBR U/G FBR U/G FBR U/G FBR

U/G FBR U/G FBR U/G FBR U/G FBR U/G FBR U/G FBR U/G FBR U/G FBR U/G FBR U/G FBR U/G FBR U/G FBR

U/G FBRU/G FBR

U/G FBR

U/G FBR U/G FBRU/G FBR

U/G FBRU/G FBR

U/G FBRU/G FBR

U/G FBRU/G FBR

U/G FBRU/G FBR

U

/

G

F

B

R

U

/

G

F

B

R

U

/

G

F

B

R

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U

/

G

F

B

R

U

/

G

F

B

R

U

/

G

F

B

R

U

/

G

F

B

R

U/G FBRU/G FBR

U

/

G

F

B

R

U

/

G

F

B

R

U

/

G

F

B

R

U

/

G

F

B

R

U

/

G

F

B

R

U

/

G

F

B

R

U

/

G

F

B

R

U

/

G

F

B

R

U

/

G

F

B

R

U/G FBRU/G FBR U/G FBR

U/G FBR U/G FBRU/G FBR

U/G FBR U/G FBR

U/G FBRU/G FBR

U/G FBRU/G FBR

U/G FBRU/G FBR

U/G FBR

U/G FBRU/G FBR

U/G FBRU/G FBR

U/G FBRU/G FBR

U/G FBR

U/G FBR

U/G FBR

U/G FBRU/G FBR

U/G FBR U/G FBRU/G FBR

U/G FBRU/G FBR

U/G FBRU/G FBR

U/G FBRU/G FBR

U/G FBRU/G FBR

U/G FBRU/G FBR

U

/

G

F

B

R

U

/

G

F

B

R

U

/

G

F

B

R

U/G FBR U/G FBRU/G FBR U/G FBR

U/G FBRU/G FBR U/G FBR

U/G FBR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U

/

G

F

B

R

U

/

G

F

B

R

U

/

G

F

B

R

U

/

G

F

B

R

U

/

G

F

B

R

PP

PP

PP

PP

PP

PP

P

P

PP

P

P

P

P

P

P

P

P

P

P

P

P

P

PP

P

PP

P

PP

P

PP

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

PP

P

P

P

P

P

P

P

P

P

PP

PP

PP

PP

PP

P

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GASGAS

GASGAS

GAS

GAS

GASGAS

GAS

GAS

GAS

GAS

GAS

GAS

GASGAS

GASGAS

GAS

GAS

GASGAS

GAS

GAS

GAS

GAS

GAS

GAS

GASGASGASGASGASGAS

GASGAS

GASGASGASGASGAS

GAS

GA

SG

AS

GA

SG

AS

GA

SG

AS

GA

SG

AS

GA

S

GAS

G

A

S

G

A

S

G

A

S

G

A

S

G

A

S

G

A

S

G

A

S

G

A

S

GASGAS

GASGAS

GASGAS

GASGAS

GASGAS

GAS

GA

S

GASGAS

GASGAS

GASGAS

GASGAS

GA

S

GA

S

GA

S

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G FBRU/G FBR

U

/

G

F

B

R

U

/

G

F

B

R

U/G FBRU/G FBR

U/G FBRU/G FBR

U/G FBRU/G FBR

U/G FBRU/G FBR

U/G FBRU/G FBR

U/G FBRU/G FBR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G FBRU/G FBR

U/G FBR

U

/

G

F

B

R

U

/

G

F

B

R

U/G FBRU/G FBR

U/G FBRU/G FBR

U/G FBRU/G FBR

U/G FBRU/G FBR

U/G FBRU/G FBR

U/G FBRU/G FBR

U

/

G

F

B

R

U/G

F

BR

U

/

G

F

B

R

U/G FBR U/G FBRU/G FBR U/G FBR

U/G FBR U/G FBRU/G FBR U/G FBR

EX. STM.

MH BL42

EX. SAN.

MH 10630

EX. STM.

CB BL42B

EX. STM.

CB BL42A

1+125

PI: 1+

116.22

PI: 1

+1

19

.6

8

PI: 1

+1

23

.1

5

BC

: 1+

130.2

8

BC: 1+146.63

HP: 1+141.32

1+000

BC: 1+001.98

E

C

B

C

:

1

+

0

1

2

.

2

6

P

V

I: 1+

005.81

P

V

I

:

1

+

0

1

8

.

0

4

Sidewalk Ramp:

Station= 1+002.75

2

+

0

2

5

2+038.390

E

C

B

C

:

2

+

0

1

2

.

7

5

E

C

B

C

:

2

+

0

2

5

.

6

2

EC

: 2

+0

36.5

3

P

V

I

:

2

+

0

1

7

.

8

6

2

+

1

0

0

2

+

1

0

8

.

6

4

0

P

V

I

:

2

+

1

0

4

.

3

5

Sidewalk Ramp:

Station= 2+035.60

3+000

3

+

0

2

5

E

C

B

C

:

3

+

0

1

3

.

5

7

E

C

B

C

:

3

+

0

2

7

.

3

2

P

V

I

:

3

+

0

2

0

Sidewalk Ramp:

Station= 3+003.373

+

1

0

0

P

V

I

:

3

+

1

0

5

.

5

1

0

+

0

2

5

0+041.061

EC

: 0

+036

.20

P

V

I

:

0

+

0

1

8

.

8

9

P

V

I: 0

+

0

3

1

.2

0

0+025

0+027.844

E

C

B

C

:

0

+

0

1

5

.

1

8

EC

: 0+

019.59

P

V

I: 0+

018.04

Sidewalk Ramp:

Station= 0+035.31

50mm MILLED ASPHALT SURFACE COURSE

EXISTING ASPHALT BASE COURSE

EXISTING GRANULAR

EXISTING CEMENT STABILIZED SUBGRADE

ROAD TRUCK

LANDSCAPED CONCRETE ISLAND

(SEE SHEET #9 FOR DETAILS)APRON

TRUCK

APRON

ROADSIDEWALK

CONCRETE ISLANDCROSSWALKCONCRETE ISLAND

200mm REVERSE CURB & GUTTER

(SEE SHEET 9 FOR DETAILS)

STAMPED CONCRETE

LANDSCAPE FABRIC

CONCRETE

CONCRETE

TOPSOIL & MULCH

(SEE SHEET 10 FOR DETAILS)

TOPSOIL

(SEED OR SOD)

GLASS REINFORCEMENT

PROPOSED TYPE ACO ASPHALT SURFACE COURSE 50mm

PROPOSED TYPE III ASPHALT BASE COURSE 150mm

200mm CURB & GUTTER

SEE SHEET 210 FOR DETAILS

120mm DEPTH

150mm DEPTH

VERTICAL BARRIER CURB

(SEE SHEET 9 FOR DETAILS)

200mm REVERSE CURB & GUTTER

(SEE SHEET 9 FOR DETAILS)

PROPOSED TYPE ACO ASPHALT SURFACE COURSE 50mm

PROPOSED TYPE III ASPHALT BASE COURSE 150mm

215mm

DEPTH

SECTION A-A

120mm DEPTH

PULVERIZE / MIX IN PLACE EXISTING ROAD STRUCTURE

BALANCE MATERIAL (USE ON SITE WHERE APPLICABLE)

CEMENT STABILIZE AT 15kg/m2 @ 200mm DEPTH

150mm BASE ASPHALT

50mm SURFACE ASPHALT

ADJUST MH

FRAME AND

COVER TO 710.23

EX. STM.

MH BL42

MOUNTABLE CURB AND GUTTER

SEE SHEET 210 FOR DETIALS

TOPSOIL

(SEED OR SOD)

REVISIONS

Set No.: __________

COMPANY LOGO HERE

SECTION DETAIL

BROADVIEW DR. &

BROADWAY BLVD.

INTERSECTION

205

A

A

19m DIA.

S.W.1/4 SEC.3 TWP.53 RGE.23 W.4MER.

S

A

M

P

L

E

FOR COUNTY USE

GENERAL NOTES LOCATION

VE

RS

IO

N 1

(JU

NE

2

01

9)

U/G FBR

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/

G

F

B

R

U

/

G

F

B

R

U

/

G

F

B

R

U

/

G

F

B

R

U

/

G

F

B

R

U/G FBR U/G FBR U/G FBR U/G FBR U/G FBR U/G FBR U/G FBR U/G FBR U/G FBR U/G FBR

U/G

FBR

U/G

FBR

U

/

G

F

B

R

U

/

G

F

B

R

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U/G

FB

R

U/G

FB

R

U/G FBR U/G FBR U/G FBR U/G FBR U/G FBR U/G FBR

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U/G

FB

R

U/G

FB

R

U/G FBR U/G FBR U/G FBR U/G FBR U/G FBR U/G FBR

U

/G

F

B

R

U

/

G

F

B

R

U

/

G

F

B

R

U

/

G

F

B

R

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

FB

R

U/G FBRU/G FBR U/G FBR

U/G FBRU/G FBR

U/G FBR

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U/G

FB

R

U/G

FB

R

U/G

FB

R

U/G FBR U/G FBR U/G FBR

U

/

G

F

B

R

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U

/G

F

B

R

U

/G

F

B

R

U

/

G

F

B

R

U/G FBR

U

/

G

F

B

R

U

/

G

F

B

R

U

/

G

F

B

R

U/G FBRU/G FBR U/G FBR

U

/

G

F

B

R

U

/

G

F

B

R

U/G FBR U/G FBRU/G FBR

U/G FBR U/G FBRU/G FBR

U/G

FB

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/

G

F

B

R

U

/

G

F

B

R

U

/

G

F

B

R

U

/

G

F

B

R

U/G FBR

U/G FBRU/G FBR

U/G FBRU/G FBR

U/G FBR

U/G FBR

U/G

FB

R

U/G

FB

R

U/G

FB

R

U/G

FB

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G FBR

U/G FBR

U/G FBR

U/G FBR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U/G

FB

R

U/G

FB

R

U/G

FB

R

U/G

FB

R

U/G FBRU/G FBR U/G FBR

U/G FBRU/G FBR

U/G FBRU/G FBR

U

/

G

F

B

R

U

/

G

F

B

R

U/G FBR U/G FBR U/G FBR

U

/

G

F

B

R

U

/

G

F

B

R

U/G FBRU/G FBR U/G FBR

U/G FBRU/G FBR

U/G FBR

U/G

FB

R

U/G

FB

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/

G

F

B

R

U

/

G

F

B

R

U

/

G

F

B

R

U

/

G

F

B

R

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U

/

G

F

B

R

U

/

G

F

B

R

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

P

P

P

P

P

P

P

PP

P

PP

PP

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

PP

P

P

P

P

P

P

P

P

P

P

PP

P

P

P

P

PP

PP

P

P

P

P

P

P

P

PP

PP

PP

PP

P

PPP

PP

PPP

PP

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

PP

PP

PP

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

PP

PP

PP

PP

P

P

P

P

P P

P

P

P

PP

PP

PP

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

G

A

S

G

A

S

G

A

S

G

A

S

G

A

S

G

A

S

G

A

S

G

A

S

G

A

S

G

A

S

G

A

S

G

A

S

G

A

S

GA

S

GA

S

GA

S

GAS

GASGAS

GAS

GASGAS

GAS

GAS

GAS

GAS

GAS

GAS

GASGAS

GASGAS

GASGAS

GASGAS

GASGAS

GAS

GAS

GAS

GA

S

GA

S

GA

S

G

A

S

G

A

S

G

A

S

G

A

S

G

A

S

G

A

S

GA

SG

AS

GA

S

GAS

G

A

S

G

A

S

G

A

S

GASGAS

GASGAS

GA

S

GA

S

GA

S

GA

S

GA

S

GA

S

GA

S

GA

S

G

A

S

GASGAS

GASGAS

GASGAS

GAS

GA

S

G

AS

GA

S

G

A

S

G

A

S

G

A

S

G

A

S

G

A

S

G

A

S

G

A

S

G

A

S

G

A

S

G

A

S

G

A

S

GA

S

GA

S

GA

S

GA

S

GA

S

GA

S

GA

S

GA

S

GA

SG

AS

GA

SG

AS

GA

S

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U

/

G

F

B

R

U/G FBRU/G FBR

U/G FBRU/G FBR

U/G FBR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G FBR

U

/

G

F

B

R

U/G FBRU/G FBR

U/G FBRU/G FBR

U

/

G

F

B

R

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U

/G

F

BR

U

/G

F

BR

U

/G

F

B

R

U/G FBRU/G FBR U/G FBR

U/G FBR U/G FBRU/G FBR

U/G

FB

R

U/G

FB

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

U

/

G

F

B

R

U

/

G

F

B

R

U

/

G

F

B

R

EX. STM.

MH BL42

EX. SAN.

MH 10630

EX. STM.

CB BL42B

EX. STM.

CB BL42A

INSTALL WA-39 SIGN

(100m FROM INTERSECTION)

INSTALL WA-39 SIGN

(100m FROM INTERSECTION)

INSTALL

RA-4R SIGN

INSTALL 4

WA-38 SIGNS

INSTALL RA-2 SIGN

INSTALL RA-2 SIGN

INSTALL RA-2 SIGN

INSTALL RA-2 SIGN

JUNCTION BOX

R17.8

EXISTING SIDEWALK

EXISTING SIDEWALK

Property Line

Easement

Easement

Property Line

Property Line

Property Line

Easement

Easement

BROADWAY BOULEVARD

B

R

O

A

D

V

IE

W

D

R

IV

E

Future Sidewalk

Future Sidewalk

Future S

idew

alk

Existing Sidewalk

EXISTING SIDEWALK

Existing S

idew

alk

INSTALL WA-39 SIGN

(100m FROM INTERSECTION)

INSTALL WA-39 SIGN

(100m FROM INTERSECTION)

INSTALL

RA-4R SIGN

INSTALL

RA-4R SIGN

INSTALL

RA-4R SIGN

LIM

IT

S O

F C

ON

ST

RU

CT

IO

N

LIMITS OF CONSTRUCTION

LIMITS OF CONSTRUCTION

LIM

IT

S O

F C

ON

ST

RU

CT

IO

N

INSTALL RA-4R SIGN

INSTALL

RA-4R SIGN

INSTALL

RA-4R SIGN

F

U

T

U

R

E

B

U

S

P

A

D

INSTALL

RA-4L SIGNS

INSTALL

RB-25 SIGN

INSTALL

RA-4R SIGN

INSTALL

RB-25 SIGN

INSTALL

RA-4L SIGNS

INSTALL

RB-25 SIGN

INSTALL

RA-4L SIGNS

INSTALL

RA-4L SIGNS

INSTALL

RB-25 SIGN

INSTALL

RB-51R SIGN

INSTALL

RB-51L SIGN

INSTALL

RB-51R SIGN

INSTALL

RB-51R SIGN

INSTALL

RB-51R SIGN

INSTALL

RB-51L SIGN

INSTALL

RB-51L SIGN

INSTALL

RB-51L SIGN

1

1

1

1

2

2

2

2

3

3

3

3

TIE TO EX. YELLOW

CENTRELINE (TYP.)

4

4

4

4

REVISIONS

Set No.: __________

COMPANY LOGO HERE

LINE MARKINGS & SIGNAGE

BROADVIEW DR. &

BROADWAY BLVD.

INTERSECTION

206

PROPOSED

SIZE (mm)

WA-37 4 300x300

4

SIGN INVENTORY

TYPE

WB-25 300x600

4RA-2 300x600

8RA-4R 300x300

8RA-4R 300x600

S.W.1/4 SEC.3 TWP.53 RGE.23 W.4MER.

4RB-51R 300x300

4RB-51L 300x300

LINEMARKING

1

YELLOW SOLID (100mm)

ZEBRA CROSSING BARS (4.0m x 0.75m)

PAVEMENT MARKINGS

NUMBER

2

WHITE GUIDING LINES (0.5m x 0.5m)

3

S

A

M

P

L

E

FOR COUNTY USE

GENERAL NOTES LOCATION

SIGN POSTS

NEW SIGN POSTS 40

VE

RS

IO

N 1

(JU

NE

2

01

9)

LENGTH (m)

260

96

17

WHITE SOLID LINES (100mm)

4 24

U/G FBR

U

/G

F

B

R

U/G FBR U/G FBR U/G FBR U/G FBR U/G FBR

U/G

FBR

U

/

G

F

B

R

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

FB

R

U/G FBR U/G FBR U/G FBR

U/G

FB

R

U/G FBR U/G FBR U/G FBR

U/G

F

BR

U/G

F

BR

U/G FBRU/G FBR

U/G FBR

U/G

FB

R

U/G FBR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U

/

G

F

B

R

U

/

G

F

B

R

U

/

G

F

B

R

U/G FBR

U

/

G

F

B

R

U/G FBRU/G FBR

U/G FBR

U/G

FB

R

U

/G

F

B

R

U/G FBRU/G FBR

U/G FBR

U/G FBR

U/G

FB

R

U/G

F

BR

U/G

F

BR

U/G FBR

U/G FBR

U/G

F

BR

U/G

F

BR

U/G

FB

R

U/G FBRU/G FBR

U/G FBRU/G FBR

U

/

G

F

B

R

U/G FBR U/G FBR

U

/

G

F

B

R

U/G FBR U/G FBRU

/G F

BR

U

/G

F

B

R

U/G

F

BR

U/G

F

BR

U

/

G

F

B

R

U/G

F

BR

U/G

F

BR

U/G

F

BR

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

P

P

PP

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

PP

PP

PP

P

P

P

P

PP

P

P

P

P

P

P

P

P

P

P

PP

P

P

P

P

P

P

PP

PP

P

P

P

P

G

A

S

G

A

S

GA

S

GASGAS

GAS

GASGAS

GASGAS

GAS

GASGASGAS

GAS

GAS

GA

S

GAS

G

A

S

GASGAS

GA

S

GA

S

GA

S

GA

S

GASGAS

GAS

G

AS

G

AS

G

A

S

GA

S

GA

S

GA

S

GA

S

U/G

F

BR

U/G

F

BR

U

/

G

F

B

R

U/G FBRU/G FBR

U/G

F

BR

U/G

F

BR

U

/

G

F

B

R

U/G FBRU/G FBR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G FBRU/G FBR U/G FBR

U/G

FB

R

U

/G

F

B

R

LIM

IT

S O

F C

ON

ST

RU

CT

IO

N

LIMITS OF CONSTRUCTION

LIM

IT

S O

F C

ON

ST

RU

CT

IO

N

U/G FBR

U

/G

F

B

R

U/G FBR U/G FBR U/G FBR U/G FBR U/G FBR

U/G

FBR

U

/

G

F

B

R

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

FB

R

U/G FBR U/G FBR U/G FBR

U/G

FB

R

U/G FBR U/G FBR U/G FBR

U/G

F

BR

U/G

F

BR

U/G FBRU/G FBR

U/G FBR

U/G

FB

R

U/G FBR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U

/

G

F

B

R

U

/

G

F

B

R

U

/

G

F

B

R

U/G FBR

U

/

G

F

B

R

U/G FBRU/G FBR

U/G FBR

U/G

FB

R

U

/G

F

B

R

U/G FBRU/G FBR

U/G FBR

U/G FBR

U/G

FB

R

U/G

F

BR

U/G

F

BR

U/G FBR

U/G FBR

U/G

F

BR

U/G

F

BR

U/G

FB

R

U/G FBRU/G FBR

U/G FBRU/G FBR

U

/

G

F

B

R

U/G FBR U/G FBR

U

/

G

F

B

R

U/G FBR U/G FBRU

/G F

BR

U

/G

F

B

R

U/G

F

BR

U/G

F

BR

U

/

G

F

B

R

U/G

F

BR

U/G

F

BR

U/G

F

BR

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

P

P

PP

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

PP

PP

PP

P

P

P

P

PP

P

P

P

P

P

P

P

P

P

P

PP

P

P

P

P

P

P

PP

PP

P

P

P

P

G

A

S

G

A

S

GA

S

GASGAS

GAS

GASGAS

GASGAS

GAS

GASGASGAS

GAS

GAS

GA

S

GAS

G

A

S

GASGAS

GA

S

GA

S

GA

S

GA

S

GASGAS

GAS

G

AS

G

AS

G

A

S

GA

S

GA

S

GA

S

GA

S

U/G

F

BR

U/G

F

BR

U

/

G

F

B

R

U/G FBRU/G FBR

U/G

F

BR

U/G

F

BR

U

/

G

F

B

R

U/G FBRU/G FBR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G FBRU/G FBR U/G FBR

U/G

FB

R

U

/G

F

B

R

LIM

IT

S O

F C

ON

ST

RU

CT

IO

N

LIMITS OF CONSTRUCTION

LIM

IT

S O

F C

ON

ST

RU

CT

IO

N

U/G FBR

U

/G

F

B

R

U/G FBR U/G FBR U/G FBR U/G FBR U/G FBR

U/G

FBR

U

/

G

F

B

R

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

FB

R

U/G FBR U/G FBR U/G FBR

U/G

FB

R

U/G FBR U/G FBR U/G FBR

U/G

F

BR

U/G

F

BR

U/G FBRU/G FBR

U/G FBR

U/G

FB

R

U/G FBR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U

/

G

F

B

R

U

/

G

F

B

R

U

/

G

F

B

R

U/G FBR

U

/

G

F

B

R

U/G FBRU/G FBR

U/G FBR

U/G

FB

R

U

/G

F

B

R

U/G FBRU/G FBR

U/G FBR

U/G FBR

U/G

FB

R

U/G

F

BR

U/G

F

BR

U/G FBR

U/G FBR

U/G

F

BR

U/G

F

BR

U/G

FB

R

U/G FBRU/G FBR

U/G FBRU/G FBR

U

/

G

F

B

R

U/G FBR U/G FBR

U

/

G

F

B

R

U/G FBR U/G FBRU

/G F

BR

U

/G

F

B

R

U/G

F

BR

U/G

F

BR

U

/

G

F

B

R

U/G

F

BR

U/G

F

BR

U/G

F

BR

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

P

P

PP

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

PP

PP

PP

P

P

P

P

PP

P

P

P

P

P

P

P

P

P

P

PP

P

P

P

P

P

P

PP

PP

P

P

P

P

G

A

S

G

A

S

GA

S

GASGAS

GAS

GASGAS

GASGAS

GAS

GASGASGAS

GAS

GAS

GA

S

GAS

G

A

S

GASGAS

GA

S

GA

S

GA

S

GA

S

GASGAS

GAS

G

AS

G

AS

G

A

S

GA

S

GA

S

GA

S

GA

S

U/G

F

BR

U/G

F

BR

U

/

G

F

B

R

U/G FBRU/G FBR

U/G

F

BR

U/G

F

BR

U

/

G

F

B

R

U/G FBRU/G FBR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G FBRU/G FBR U/G FBR

U/G

FB

R

U

/G

F

B

R

LIM

IT

S O

F C

ON

ST

RU

CT

IO

N

LIMITS OF CONSTRUCTION

LIM

IT

S O

F C

ON

ST

RU

CT

IO

N

U/G FBR

U

/G

F

B

R

U/G FBR U/G FBR U/G FBR U/G FBR U/G FBR

U/G

FBR

U

/

G

F

B

R

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

FB

R

U/G FBR U/G FBR U/G FBR

U/G

FB

R

U/G FBR U/G FBR U/G FBR

U/G

F

BR

U/G

F

BR

U/G FBRU/G FBR

U/G FBR

U/G

FB

R

U/G FBR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U

/

G

F

B

R

U

/

G

F

B

R

U

/

G

F

B

R

U/G FBR

U

/

G

F

B

R

U/G FBR U/G FBRU/G FBR

U/G

FB

R

U

/G

F

B

R

U/G FBR

U/G FBRU/G FBR

U/G FBR

U/G

FB

R

U/G

F

BR

U/G

F

BR

U/G FBR

U/G FBR

U/G

F

BR

U/G

F

BR

U/G

FB

R

U/G FBRU/G FBR

U/G FBRU/G FBR

U

/

G

F

B

R

U/G FBR U/G FBR

U

/

G

F

B

R

U/G FBRU/G FBR

U/G

FB

R

U

/G

F

B

R

U/G

F

BR

U/G

F

BR

U

/

G

F

B

R

U/G

F

BR

U/G

F

BR

U/G

F

BR

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

P

P

PP

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

PP

PP

PP

P

P

P

P

PP

P

P

P

P

P

P

P

P

P

P

PP

P

P

P

P

P

P

PP

PP

P

P

P

P

G

A

S

G

A

S

GA

S

GASGASGAS

GAS

GAS

GAS

GAS

GAS

GASGASGAS

GAS

GAS

GA

S

GAS

G

A

S

GASGAS

GA

S

GA

S

GA

S

GA

S

GASGAS

GAS

G

AS

G

AS

G

A

S

GA

S

GA

S

GA

S

GA

S

U/G

F

BR

U/G

F

BR

U

/

G

F

B

R

U/G FBRU/G FBR

U/G

F

BR

U/G

F

BR

U

/

G

F

B

R

U/G FBRU/G FBR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G FBR U/G FBRU/G FBR

U/G

FB

R

U

/G

F

B

R

LIM

IT

S O

F C

ON

ST

RU

CT

IO

N

LIMITS OF CONSTRUCTION

LIM

IT

S O

F C

ON

ST

RU

CT

IO

N

U/G FBR

U

/G

F

B

R

U/G FBR U/G FBR U/G FBR U/G FBR U/G FBR

U/G

FBR

U

/

G

F

B

R

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

FB

R

U/G FBR U/G FBR U/G FBR

U/G

FB

R

U/G FBR U/G FBR U/G FBR

U/G

F

BR

U/G

F

BR

U/G FBRU/G FBR

U/G FBR

U/G

FB

R

U/G FBR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U

/

G

F

B

R

U

/

G

F

B

R

U

/

G

F

B

R

U/G FBR

U

/

G

F

B

R

U/G FBR U/G FBRU/G FBR

U/G

FB

R

U

/G

F

B

R

U/G FBR

U/G FBRU/G FBR

U/G FBR

U/G

FB

R

U/G

F

BR

U/G

F

BR

U/G FBR

U/G FBR

U/G

F

BR

U/G

F

BR

U/G

FB

R

U/G FBRU/G FBR

U/G FBRU/G FBR

U

/

G

F

B

R

U/G FBR U/G FBR

U

/

G

F

B

R

U/G FBRU/G FBR

U/G

FB

R

U

/G

F

B

R

U/G

F

BR

U/G

F

BR

U

/

G

F

B

R

U/G

F

BR

U/G

F

BR

U/G

F

BR

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

P

P

PP

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

PP

PP

PP

P

P

P

P

PP

P

P

P

P

P

P

P

P

P

P

PP

P

P

P

P

P

P

PP

PP

P

P

P

P

G

A

S

G

A

S

GA

S

GASGASGAS

GAS

GAS

GAS

GAS

GAS

GASGASGAS

GAS

GAS

GA

S

GAS

G

A

S

GASGAS

GA

S

GA

S

GA

S

GA

S

GASGAS

GAS

G

AS

G

AS

G

A

S

GA

S

GA

S

GA

S

GA

S

U/G

F

BR

U/G

F

BR

U

/

G

F

B

R

U/G FBRU/G FBR

U/G

F

BR

U/G

F

BR

U

/

G

F

B

R

U/G FBRU/G FBR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G FBR U/G FBRU/G FBR

U/G

FB

R

U

/G

F

B

R

LIM

IT

S O

F C

ON

ST

RU

CT

IO

N

LIMITS OF CONSTRUCTION

LIM

IT

S O

F C

ON

ST

RU

CT

IO

N

U/G FBR

U

/G

F

B

R

U/G FBR U/G FBR U/G FBR U/G FBR U/G FBR

U/G

FBR

U

/

G

F

B

R

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

FB

R

U/G FBR U/G FBR U/G FBR

U/G

FB

R

U/G FBR U/G FBR U/G FBR

U/G

F

BR

U/G

F

BR

U/G FBRU/G FBR

U/G FBR

U/G

FB

R

U/G FBR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U

/

G

F

B

R

U

/

G

F

B

R

U

/

G

F

B

R

U/G FBR

U

/

G

F

B

R

U/G FBR U/G FBRU/G FBR

U/G

FB

R

U

/G

F

B

R

U/G FBR

U/G FBRU/G FBR

U/G FBR

U/G

FB

R

U/G

F

BR

U/G

F

BR

U/G FBR

U/G FBR

U/G

F

BR

U/G

F

BR

U/G

FB

R

U/G FBRU/G FBR

U/G FBRU/G FBR

U

/

G

F

B

R

U/G FBR U/G FBR

U

/

G

F

B

R

U/G FBRU/G FBR

U/G

FB

R

U

/G

F

B

R

U/G

F

BR

U/G

F

BR

U

/

G

F

B

R

U/G

F

BR

U/G

F

BR

U/G

F

BR

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

P

P

PP

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

PP

PP

PP

P

P

P

P

PP

P

P

P

P

P

P

P

P

P

P

PP

P

P

P

P

P

P

PP

PP

P

P

P

P

G

A

S

G

A

S

GA

S

GASGASGAS

GAS

GAS

GAS

GAS

GAS

GASGASGAS

GAS

GAS

GA

S

GAS

G

A

S

GASGAS

GA

S

GA

S

GA

S

GA

S

GASGAS

GAS

G

AS

G

AS

G

A

S

GA

S

GA

S

GA

S

GA

S

U/G

F

BR

U/G

F

BR

U

/

G

F

B

R

U/G FBRU/G FBR

U/G

F

BR

U/G

F

BR

U

/

G

F

B

R

U/G FBRU/G FBR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G FBR U/G FBRU/G FBR

U/G

FB

R

U

/G

F

B

R

LIM

IT

S O

F C

ON

ST

RU

CT

IO

N

LIMITS OF CONSTRUCTION

LIM

IT

S O

F C

ON

ST

RU

CT

IO

N

REVISIONS

Set No.: __________

COMPANY LOGO HERE

TURNING MOVEMENTS

BROADVIEW DR. &

BROADWAY BLVD.

INTERSECTION

207

WB-19 RIGHT TURN MOVEMENTS CITY BUS RIGHT TURN MOVEMENTS WB-19 WEST-BOUND TO SOUTH-BOUND TURN MOVEMENT

WB-19 SOUTH-BOUND TO EAST-BOUND TURN MOVEMENT WB-19 EAST-BOUND TO NORTH-BOUND TURN MOVEMENT WB-19 NORTH-BOUND TO WEST-BOUND TURN MOVEMENT

S.W.1/4 SEC.3 TWP.53 RGE.23 W.4MER.

S

A

M

P

L

E

FOR COUNTY USE

GENERAL NOTES LOCATION

VE

RS

IO

N 1

(JU

NE

2

01

9)

U/G FBR

U

/G

F

B

R

U/G FBR U/G FBR U/G FBR U/G FBR U/G FBR

U/G

FBR

U

/

G

F

B

R

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G

FB

R

U/G FBR U/G FBR U/G FBR

U/G

FB

R

U/G FBR U/G FBR U/G FBR

U/G

F

BR

U/G

F

BR

U/G FBRU/G FBR

U/G FBR

U/G

FB

R

U/G FBR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U

/

G

F

B

R

U

/

G

F

B

R

U

/

G

F

B

R

U/G FBR

U

/

G

F

B

R

U/G FBRU/G FBR

U/G FBR

U/G

FB

R

U

/G

F

B

R

U/G FBRU/G FBR

U/G FBR

U/G FBR

U/G

FB

R

U/G

F

BR

U/G

F

BR

U/G FBR

U/G FBR

U/G

F

BR

U/G

F

BR

U/G

FB

R

U/G FBRU/G FBR

U/G FBRU/G FBR

U

/

G

F

B

R

U/G FBR U/G FBR

U

/

G

F

B

R

U/G FBR U/G FBRU

/G F

BR

U

/G

F

B

R

U/G

F

BR

U/G

F

BR

U

/

G

F

B

R

U/G

F

BR

U/G

F

BR

U/G

F

BR

U

/G

F

B

R

U

/G

F

B

R

U

/G

F

B

R

P

P

PP

P

P

P

P

P

P

P

P

P

PP

P

P

PP

P

P

PP

PP

PP

P

P

P

P

PP

P

P

P

P

P

P

P

P

P

P

PP

P

P

P

P

P

P

PP

PP

P

P

P

P

G

A

S

G

A

S

GA

S

GASGAS

GAS

GASGAS

GASGAS

GAS

GASGASGAS

GAS

GAS

GA

S

GAS

G

A

S

GASGAS

GA

S

GA

S

GA

S

GA

S

GASGAS

GAS

G

AS

G

AS

G

A

S

GA

S

GA

S

GA

S

GA

S

U/G

F

BR

U/G

F

BR

U

/

G

F

B

R

U/G FBRU/G FBR

U/G

F

BR

U/G

F

BR

U

/

G

F

B

R

U/G FBRU/G FBR

U/G

F

BR

U/G

F

BR

U/G

F

BR

U/G FBRU/G FBR U/G FBR

U/G

FB

R

U

/G

F

B

R

LIM

IT

S O

F C

ON

ST

RU

CT

IO

N

LIMITS OF CONSTRUCTION

LIM

IT

S O

F C

ON

ST

RU

CT

IO

N

U/G FBR

U

/G

F

B

R

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GA

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A

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GA

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U/G

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U/G FBRU/G FBR

U/G

F

BR

U/G

F

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U

/

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F

B

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U/G FBRU/G FBR

U/G

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U/G FBRU/G FBR U/G FBR

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IO

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REVISIONS

Set No.: __________

COMPANY LOGO HERE

TURNING MOVEMENTS

BROADVIEW DR. &

BROADWAY BLVD.

INTERSECTION

208

CITY BUS WEST-BOUND TO SOUTH-BOUND TURN MOVEMENT CITY BUS SOUTH-BOUND TO EAST-BOUND TURN MOVEMENT

CITY BUS EAST-BOUND TO NORTH-BOUND TURN MOVEMENT CITY BUS NORTH-BOUND TO WEST-BOUND TURN MOVEMENT

S.W.1/4 SEC.3 TWP.53 RGE.23 W.4MER.

S

A

M

P

L

E

FOR COUNTY USE

GENERAL NOTES LOCATION

VE

RS

IO

N 1

(JU

NE

2

01

9)

NOTE

: CROWN PLANTING

BED IN THE CENTER TO

ENSURE PROPER DRAINAGE.

DO NOT PLANT CLOSER THAN

1.0m FROM THE EDGE OF CURB

MINIMUM 100mm DEPTH

SHREDDED WOOD MULCH

ON MINIMUM 450mm DEPTH

SHRUB BED SOIL MIX

4 - JH

4 - JH

4 - JH

5 - LX

4 - CF

5 - LX

17 - ST

17 - ST

3 - SR

3 - SP

5 - JH

5 - LX

17 - ST

4 - CF

4 - CS

4 - CS

S

T

M

-

E

X

ST

M - E

X

S

T

M

-

E

X

ST

M - E

X

WAT - EX

WAT - EX

WA

T - E

X

SA

N - E

X

SAN - EX

SAN - EX

WA

T - E

X

SA

N - E

X

GA

S

GAS

GAS

DIRECTIONAL

TRAFFIC SIGNS

CONCRETE VERGE

REVISIONS

Set No.: __________

COMPANY LOGO HERE

PLANTING PLAN

BROADVIEW DR. &

BROADWAY BLVD.

INTERSECTION

209

1. GENERAL NOTES

1-1. ALL WORK MUST MEET THE LATEST EDITION OF STRATHCONA COUNTY'S DESIGN AND CONSTRUCTION STANDARDS.

1-2. ALL DRAWINGS THAT COMPRISE THIS PACKAGE SHALL BE READ IN CONJUNCTION WITH THE WRITTEN SPECIFICATIONS FOR THIS PROJECT. ANY AMBIGUITY IN THIS DRAWING OR

ACCOMPANYING DETAILS IS TO BE REPORTED TO STRATHCONA COUNTY FOR INTERPRETATION AND DIRECTION. THE CONTRACTOR SHALL NOT PROCEED WITH UNCERTAINTY.

1-3. LIMITS OF THE WORK SHALL BE CLEARLY UNDERSTOOD BY THE CONTRACTOR PRIOR TO ANY WORK TAKING PLACE ON SITE.

1-4. THE CONTRACTOR IS TO VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPANCIES TO STRATHCONA COUNTY.

1-5. ON-SITE LAYOUTS SHALL BE APPROVED BY STRATHCONA COUNTY PRIOR TO START OF CONSTRUCTION.

1-6. ALL MEASUREMENTS ARE IN MILLIMETERS UNLESS OTHERWISE SPECIFIED.

1-7. THE CONTRACTOR SHALL VISIT THE SITE TO CONFIRM ALL SITE CONDITIONS PRIOR TO SUBMITTING A BID. ANY DISCREPANCIES ARE TO BE REPORTED TO STRATHCONA COUNTY

FOR CLARIFICATION. COMMENCING WORK INDICATES THAT THE CONTRACTOR HAS ACCEPTED ALL SITE CONDITIONS AND SHALL NOT REQUEST COMPENSATION FOR WORK

ASSOCIATED WITH UNACCEPTABLE SITE CONDITIONS.

2. GENERAL WORK

2-1. THE CONTRACTOR IS RESPONSIBLE FOR HOARDING OF ALL EXISTING TREES WITHIN OR ADJACENT TO CONSTRUCTION AREAS TO THE SATISFACTION OF THE PROJECT

MANAGER.

2-2. THE CONTRACTOR IS RESPONSIBLE FOR THE ADJUSTMENT TO FINAL GRADE FOR ALL EXISTING CATCH BASINS, MANHOLES, WATER VALVES, AND HYDRANTS TO MATCH

PROPOSED GRADES. THIS IS INCIDENTAL TO THE WORK.

2-3. PRIOR TO THE START OF CONSTRUCTION THE CONTRACTOR TO CALL ALBERTA ONE CALL AT 1-800-242-3447 TO HAVE EXISTING UTILITIES LOCATED PRIOR TO THE START OF ANY

CONSTRUCTION.

2-4. PRIOR TO THE START OF CONSTRUCTION THE CONTRACTOR TO CALL STRATHCONA COUNTY TO LOCATE COUNTY UTILITIES INCLUDING WATER, SEWER, COUNTY

COMMUNICATION CABLES AND TRAFFIC CONTROL CABLES AT 780-467-7785 AS STRATHCONA COUNTY IS NOT A MEMBER OF ALBERTA ONE CALL. CONTRACTOR IS RESPONSIBLE FOR

ALL DAMAGES TO ALL UTILITIES

2-5. THE CONTRACTOR IS RESPONSIBLE FOR HAULING OF ALL EXCESS MATERIALS OFF SITE.

2-6. THE CONTRACTOR IS RESPONSIBLE FOR GENERAL SITE CLEAN-UP ON A DAILY BASIS.

2-7. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO LANDSCAPED AREAS AND MUST MAKE ALL NECESSARY RESTORATIONS AND REPAIRS TO THE SATISFACTION OF THE

PROJECT MANAGER.

2-8. ALL EXCAVATIONS ARE TO MAINTAIN THE MINIMUM DEFINED SETBACKS FROM UTILITIES. IF EXCAVATIONS ARE REQUIRED CLOSER THAN 1.0 METERS TO UNDERGROUND POWER,

TELEPHONE AND GAS STRUCTURES, HAND DIGGING UNDER THE SUPERVISION OF THE APPROPRIATE UTILITY WILL BE REQUIRED. THE CONTRACTOR WILL CONTACT THE

APPROPRIATE UTILITY TO APPROVE, REVIEW AND/OR DEFINE SAFE PROCEDURES.

2-9. THE CONTRACTOR IS RESPONSIBLE TO LEAVE SITE IN NEAT AND CLEAN CONDITION AT THE END OF EACH DAY.

2-10. THE CONTRACTOR SHALL PROVIDE ADEQUATE SIGNS, BARRICADES, SIGNAL LIGHTS AND FLAG PERSON, AND TAKE ALL NECESSARY PRECAUTIONS FOR THE PROTECTION OF

THE WORK AND SAFETY OF THE PUBLIC.

3. PERMITS AND STANDARDS

3-1. THE CONTRACTOR IS TO ENSURE ALL NECESSARY ARRANGEMENTS ARE MADE WITH PIPELINE COMPANIES CONCERNING THE MOVEMENT OF ALL MATERIAL AND/OR EQUIPMENT

OVER AND/OR NEAR ANY PIPELINE RIGHT-OF-WAY.

3-2. ALL ANCILLARY WORK NORMALLY ASSOCIATED WITH THIS TYPE OF CONSTRUCTION SHALL BE DEEMED PART OF THE CONTRACT AND NO EXTRA PAYMENT WILL BE MADE FOR

THIS WORK.

3-3. A ROAD USE AGREEMENT SHALL BE IN PLACE PRIOR TO THE COMMENCEMENT OF THE PROJECT. STRATHCONA COUNTY'S TRANSPORTATION AND AGRICULTURAL SERVICES

DEPARTMENT REQUIRES THREE (3) BUSINESS DAYS NOTICE IN ORDER TO MAKE APPROPRIATE ARRANGEMENTS. CONTRACTOR TO COORDINATE.

3-4. A RIGHT-OF-WAY CONSTRUCTION ACTIVITY PERMIT (ROWCAP) SHALL BE IN PLACE AND ON-SITE WITH THE CONTRACTOR AT ALL TIMES CONSTRUCTION IS ACTIVE. CONTACT

STRATHCONA COUNTY'S TRANSPORTATION AND AGRICULTURAL SERVICES DEPARTMENT AT 780-417-7100. REFER TO STRATHCONA COUNTY'S WEBSITE FOR ADDITIONAL

INFORMATION. CONTRACTOR TO COORDINATE.

4. MATERIALS

4-1. THE CONTRACTOR SHALL SUPPLY ALL MATERIALS IN QUANTITIES SUFFICIENT TO COMPLETE THE WORK SHOWN ON THE DRAWINGS.

4-2. NO SUBSTITUTIONS OF MATERIALS, PRODUCTS OR QUANTITIES SHALL BE PERMITTED WITHOUT PRIOR CONSENT OF STRATHCONA COUNTY.

4-3. THE CONTRACTOR SHALL SUPPLY AND INSTALL 12 mm FIBRE MASTIC WHEN JOINING TO OR ABUTTING ANY CONCRETE SURFACE OR BUILDING FACE.

4-4. MULCH SHALL BE SHREDDED WOOD MULCH AT A MINIMUM DEPTH OF 100 mm.

4-5. THE PROJECT MANAGER MAY REQUEST RANDOM SOIL TESTS FOR AND/OR ALL SOIL TYPESAND MIXES INSTALLED WITHIN THE PROJECT. THIS MAY BE REQUESTED AT ANY TIME

DURING THE PROJECT UNTIL CCC IS RECIEVED FROM STRATHCONA COUNTY. SOIL SAMPLE LOCATIONS TO BE SELECTED BY THE PROJECT MANAGER. THE CONTRACTOR WILL BE

REQUIRED TO REPLACE OR AMEND DEFICIENT SOIL/SOIL MIXES TO MEET SPECIFICATIONS SHOULD THE TEST RESULTS INDICATE DEFICIENCIES. PROJECT MANAGER TO SELECT SOIL

SAMPLE LOCATIONS AFTER REPLACEMENT/AMENDMENTS OCCUR AND CONTRACTOR TO PROVIDE SOIL TESTING TO CONFIRM SPECIFICATIONS HAVE BEEN MET. ALL SOIL TESTING

COSTS TO BE BORNE BY THE CONTRACTOR.

5. PLANT MATERIAL

5-1. ALL PLANT MATERIAL SHALL BE TRUE TO TYPE, SIZE, QUALITY AND CONDITIONS SPECIFIED. ALL PLANT MATERIAL SHALL BE NURSERY GROWN STOCK AND SHALL MEET OR

EXCEED THE SPECIFICATIONS OF THE CANADIAN NURSERY TRADES ASSOCIATION FOR SIZE, HEIGHT, SPREAD, GRADING, QUALITY AND METHOD OF CULTIVATION.

5-2. ALL TREES TO BE HIGH HEADED WITH FULL AND UNIFORM CROWNS AND SINGLE WELL DEVELOPED LEADERS. TREES WITH BROKEN LEADERS WILL NOT BE ACCEPTED. ALL ELM

SPECIES MUST COME FROM A LOCAL DED FREE SOURCE.

5-3. TREE LOCATIONS MAY BE ADJUSTED ON SITE WITH REGARDS TO MINIMUM TREE SETBACKS FOR ABOVE AND BELOW GROUND UTILITIES.

5-4. PRIOR TO INSTALLATION, ALL NURSERY STOCK MAY BE INSPECTED BY THE PROJECT MANAGER OR OTHER CIVIC REPRESENTATIVES TO ENSURE STOCK ACCEPTABILITY.

PROJECT MANAGER TO COORDINATE THIS OPTIONAL INSPECTION AND WILL ADVISE THE CONTRACTOR ACCORDINGLY.

5-5. PROJECT MANAGER MAY REJECT PLANT MATERIAL AT ANY TIME DURING THE CONSTRUCTION AND APPROVAL PROCESS.

5-6. ALL SOD AREAS SHALL HAVE A MINIMUM OF 100 mm DEPTH TOPSOIL. ALL SEEDED AREAS, EXCEPTING SPORTS FIELDS SHALL HAVE A MINIMUM 150 mm DEPTH TOPSOIL. SPORTS

FIELDS SHALL HAVE A MINIMUM OF 200 mm DEPTH TOPSOIL.

5-7. SEED MIXTURES TO BE CERTIFIED CANADA NO. 1 MIXTURE, MINIMUM GERMINATION OF 75%, MINIMUM PURITY OF 97% AND CONFORMING TO THE SPECIFIED MIXES. ALL SEED

MUST BE FROM A RECOGNIZED SEED FIRM, MEETING THE REQUIREMENTS FOR THE SEEDS ACT FOR CANADA NO. 1 SEED. A GERMINATION TEST AND/OR WEED SEED ANALYSIS MAY

BE REQUESTED AND ALL SEED MUST COMPLY WITH FEDERAL AND PROVINCIAL LAWS.

5-8. SPRAY PAINT ON THE TREE STAKES TO DENOTE THE YEAR OF THE PLANTING. REPLACEMENT TREES SHALL ALSO HAVE PAINT COLORS ON THE TREE STAKES. TREES PLANTED

THE FOLLOWING YEARS WILL BE COLOR CODED AS FOLLOWS:

2019 - GREEN

2020 - BLUE

2021 - WHITE

2022 - YELLOW

ALL TREE STAKES SHALL BE REMOVED AT THE END OF THE TWO-YEAR MAINTENANCE PERIOD.

5-9. CONTRACTOR TO MAINTAIN AND WARRANTY THE WORK UNTIL FAC.

PLANT LIST

QTY COMMON NAMELATIN NAME SIZE CONDITION

TREES

SHRUBS

450mm SP.

CONTAINERCS

3

KEY

8

SOIL MIX: 3 PARTS TOPSOIL - 1 PART PEATMOSS/COMPOST - 1 PART SAND

CONTRACTOR SHALL REFER TO THIS SHEET FOR ALL PLANTING DETAILS AND NOTES

BALL & BURLAP60mm DIA.SR

LANDSCAPE CONTRACTOR TO LOCATE ALL SITE UTILITIES PRIOR TO CONSTRUCTION AND PLANT NO CLOSER THAN THE FOLLOWING DIMENSIONS FROM THE SERVICES:

1. 1.0M FROM POWER LINES.

2. 3.5M FROM ALL POWER HARDWARE

3. 1.8M FROM WATER MAINS, WATER SERVICES, AND WATER VALVES.

4. 2.0M FROM SEWER MAINS, MANHOLES, AND SERVICES.

5. 1.5M FROM GAS AND ALL OTHER SERVICES.

6. 7.5M FROM STREET CORNERS.

7. 3.5M FROM FIRE HYDRANTS.

8. 2.0M FROM DRIVEWAYS.

9. 3.5M FROM YIELD AND STOP SIGNS.

10. 3.5M FROM BUS STOP SIGNS.

11. 2.0M FROM ALL OTHER SIGNS.

12. 1.0M FROM OTHER UNDERGROUND UTILITIES.

MINIGLOBE HONEYSUCKLELonicera xyleostoides nana 'Miniglobe'LX 15

Syringa reticulata

JAPANESE TREE LILAC

PRINCE OF WALES JUNIPERJuniperus horizontalis 'Prince of Wales'

JH 17

450mm HT.

450mm HT.

CONTAINER

CONTAINER

ROUNDABOUT PLANTING PLAN

SCALE 1:100

SIBERIAN DOGWOODCornus alba 'Siberica'

BIRCH LEAF SPIREA

Spiraea betulifolia 'Tor'

ST 51 450mm HT. CONTAINER

Syringa patula 'Miss Kim'

MISS KIM LILACSP 3 450mm HT. CONTAINER

CONTAINERCF 8 450mm HT.GLOBE CARAGANA

Caragana frutex 'Globosa'

TYPICAL ROUNDABOUT SECTION

SCALE : NOT TO SCALE

CENTER OF SHRUB

PLANTING TO BE NO

CLOSER THAN 1.0m

FROM THE EDGE OF

PLANTING BED

CROWN PLANTING

BED WITH 5%

SLOPES TO CENTER

FOR DRAINAGE

100mm DEPTH

SHREDDED WOOD

MULCH ON 450mm

DEPTH SOIL

PLANTING MIX

CONCRETE VERGE

GENERAL NOTES LOCATION

DETAIL DRAWINGS NOT TO SCALE

1750 FLARE MINIMUM 2000 RAMP 1750 FLARE

500

150

150

10 M

AX

1500

1500

1750 FLARE20001750 FLARE

1000

180

120

10 M

IN

REVISIONS

Sidewalk Ramp for Wheelchair or Bicycle on Corner (Type 1)

Drawing Number:

41201

600 M

IN

. S

UM

P

900Ø

1200m

m M

IN

.

300 m

ax.

MIN 150

MIN 150

REVISIONS

Typical 900mm Catch Basin

Drawing Number:

44002

400

150 250

15

175

25

400

200

25 25

400

200

25 25

225

15

150 250

400

25

REVISIONS

200mm Standard Curb and 250mm Gutter - Sections

Drawing Number:

41211

1500

1500

150

150

375

750

1500

150

60

120

750

375

150

150

1500

1500

1500

150

60

120

1.5m CROWNED MINOR WALKWAY 1.5m SLOPED MINOR WALKWAY

REVISIONS

Minor Walkway - 1.5m Crowned and Sloped

Drawing Number:

41214

180

150

200

100

75

300

25

75

75

375

250 M

AX

IM

UM

200

100

75

25

75

75

40

300

REVISIONS

Standard Barrier Curb and Curb Crossing - Sections

Drawing Number:

41209

3

.

4

7

1

.

8

5

0

.

7

5

1.0m

T

yp.

F.O

.C

. to Line

2.50 M

IN

4.00 D

ES

1.00

INTERSECTION

CROSSWALKS

REVISIONS

Detail - Layout of Crosswalks at Mid-Block and Intersections

Drawing Number:

41401

MID-BLOCK ZEBRA CROSSWALK

(Traffic Calmed Major Collector Roadways)(Minor & Major Collector Roadways)

MID-BLOCK ZEBRA CROSSWALK

1.85 2.05

1.75 1.50

11.5m Minor Collector with 2 Lanes of Parking

or 11.5m Major Collector with No Parking

13.5m Major Collector with No Parking

7.0m Major Collector

at Pinch-Point

10.0m Major Collector with 1 Lane of Parking

12.5m Major Collector with 2 Lanes of Parking

1.85 1.75

1.85 1.30

1.00

0.75

4.00

4.00

4.00

4.00

4.00

1.75

0.75

0.75

0.75

0.75

CONIFEROUS/DECIDUOUS TREE PLANTING

61001

REVISIONS

DWG. NO.

CONIFEROUS B&B SHRUB BED PLANTING

61101

REVISIONS

DWG. NO.

REVISIONS

Set No.: __________

COMPANY LOGO HERE

DETAILS

BROADVIEW DR. &

BROADWAY BLVD.

INTERSECTION

209

FOR COUNTY USE

GENERAL NOTES LOCATION

VE

RS

IO

N 1

(JU

NE

2

01

9)

Property Line

Easement

Easement

Property Line

Property Line

Property Line

Easement

Easement

BROADWAY BOULEVARD

B

R

O

A

D

V

IE

W

D

R

IV

E

Future Sidewalk

Future Sidewalk

Future S

idew

alk

Existing Sidewalk

EXISTING SIDEWALK

Existing S

idew

alk

LIM

IT

S O

F C

ON

ST

RU

CT

IO

N

LIMITS OF CONSTRUCTION

LIMITS OF CONSTRUCTION

LIM

IT

S O

F C

ON

ST

RU

CT

IO

N

F

U

T

U

R

E

B

U

S

P

A

D

1+

100

1+125

1

+

1

5

0

1+

175

PI: 1+

101.48

PI: 1+

103.06

PI: 1+

105.01

PI: 1+

106.07

PI: 1+

107.27

PI: 1+

108.55

PI: 1+

110.77

PI: 1+

112.69

PI: 1+

116.22

PI: 1+

119.68

PI: 1+

123.15

BC

: 1+

130.28

E

C

:

1

+

1

3

6

.

4

1

BC: 1+146.63

EC: 1+159.64

P

V

I

:

1

+

1

4

0

.

7

0

P

V

I

:

1

+

1

4

9

.

1

1

B

V

C

:

1

+

1

3

9

.

3

2

HP: 1+141.32

P

V

I

:

1

+

1

5

6

.

2

6

E

V

C

:

1

+

1

4

2

.

0

9

B

V

C

:

1

+

1

4

6

.

6

9

LP: 1+147.46

E

V

C

:

1

+

1

5

1

.

5

4

E

V

C

: 1+

158.25

B

V

C

:

1

+

1

5

4

.

2

7

ALIGNMENT:

ALN-SW-BACKWALK

1+000

1

+

0

2

5

1+

037.517

BC: 1+001.98

E

C

B

C

:

1

+

0

1

2

.

2

6

E

C

B

C

:

1

+

0

2

5

.

5

7

EC: 1+035.85

P

V

I: 1+

005.81

P

V

I

:

1

+

0

1

8

.

0

4

P

V

I: 1

+

0

3

0

.8

4

Sidewalk Ramp:

Station= 1+002.75

Sidewalk Ramp:

Station= 1+034.76

End of Sidewalk:

Station= 1+130.28

End of Sidewalk:

Station= 1+168.38

2+

000

2

+

0

2

5

2+038.390

BC: 2+001.84

E

C

B

C

:

2

+

0

1

2

.

7

5

E

C

B

C

:

2

+

0

2

5

.

6

2

EC

: 2+

036.53

P

V

I

:

2

+

0

1

7

.

8

6

2

+

1

0

0

2

+

1

0

8

.

6

4

0

P

V

I

:

2

+

1

0

4

.

3

5

Sidewalk Ramp:

Station= 2+035.60

Sidewalk Ramp:

Station= 2+002.80

ALIGNMENT:

ALN-SW-CURB

ALIGNMENT:

ALN-NW-CURB

ALIGNMENT:

ALN-NW-BACKWALK

3+000

3

+

0

2

5

3+

040.891

E

C

B

C

:

3

+

0

1

3

.

5

7

E

C

B

C

:

3

+

0

2

7

.

3

2

P

V

I

:

3

+

0

2

0

Sidewalk Ramp:

Station= 3+036.47

Sidewalk Ramp:

Station= 3+003.37

3

+

1

0

0

3+

123.871

E

C

B

C

:

3

+

1

1

1

.

4

2

P

V

I

:

3

+

1

0

5

.

5

1

P

V

I: 3

+

1

1

4

.0

1

0+

000

0

+

0

2

5

0+041.061

BC: 0+000.08

EC

: 0+

036.20

P

V

I: 0

+

0

0

5

.9

1

P

V

I

:

0

+

0

1

8

.

8

9

P

V

I: 0

+

0

3

1

.2

0

-0

+

0

0

0

0+025

0+027.844

E

C

B

C

:

0

+

0

0

3

.

4

1

E

C

B

C

:

0

+

0

1

5

.

1

8

EC

: 0+

019.59

P

V

I

:

0

+

0

0

7

.

9

7

P

V

I: 0+

018.04

Sidewalk Ramp:

Station= 0+035.31

Sidewalk Ramp:

Station= 0+002.76

ALIGNMENT:

ALN-SE

ALIGNMENT:

ALN-SE-BACKWALK

ALIGNMENT:

ALN-NE-CURB

ALIGNMENT:

ALN-NE-BACKWALK

REVISIONS

Set No.: __________

COMPANY LOGO HERE

GRADING PLAN

BROADVIEW DR. &

BROADWAY BLVD.

INTERSECTION

---S.W.1/4 SEC.3 TWP.53 RGE.23 W.4MER.

S

A

M

P

L

E

FOR COUNTY USE

GENERAL NOTES LOCATION

VE

RS

IO

N 1

(JU

NE

2

01

9)