ANDSCAP - Revize › loganut › departments...l13 c8 c11 c12 c13 c14 c15 c16 poe: 36+31.45 ... 16+00 see sheet c-201 during clearing and excavation proposed tbc el. to match ex. top

SHEET C103/C-203

NA

K.KVARFORDT

K. KVARFORDT

L. ANDERSON

C001

SHEET C100/C-200

SHEET C101/C-201 SHEET C102/C-202

SHEET C104/C-204

SHEET C105/C-205

BEGIN PROJECT

STA: 10+00.00

END PROJECT

STA: 36+31.12

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

GENERAL CONTRACTOR

UDOT RIGHT OF WAY PERMITTING CONTACT

OWNER CONTACT SHEET INDEX

TECHNICAL DESIGN TEAM:

EXISTING TRAIL

SHORELINE TO

GREEN CANYON

EXISTING TRAIL

TO

LOGAN CANYON

EXISTING TRAIL

TUNNEL TO

FIRST DAM

APPROVED BY:

DATE:

SCALE:

CHECKED BY:

DESIGN BY:

NO

.:

DA

TE

:D

ES

CR

IP

TIO

N:

SH

EE

T D

ES

CR

IP

TIO

N:

SHEET:

PROJECT NUMBER:

3 MAY 2017

620-1601

NO. 5884697-5301

KRISTOFOR L.

KVARFORDT

S

T

A

T

E

OF

U

T

A

H

L

IC

E

N

S

E

D

L

A

N

D

SCA

P

E

A

R

C

H

I

T

EC

T

1

0

+

0

0

11+

00

12+

00

13+

00

14+

00

15+

00

16+

00

17+

00

1

8

+

0

0

1

9

+

0

0

20+

00

2

1

+

0

0

2

2

+

0

0

23+

00

P

C

: 1

0

+

4

5

.6

1

P

R

C

:

1

0

+

6

2

.

7

9

PT

: 11+

24.90

PC

: 15+

18.37

PR

C: 16+

62.03

PR

C: 17+

42.11

P

T

: 1

8

+

2

5

.0

9

P

C

: 1

8

+

8

3

.0

3

PT

: 19+

42.92

PC

: 20+

06.19

P

R

C

: 2

0

+

6

4

.6

9

P

T

: 2

1

+

8

7

.2

0

P

C

: 2

2

+

4

1

.8

6

L2

L

3

L4

L

5

C1

C

2

C3

C4

C5

C

6

C

7

C

9

C10

P

O

B

: 1

0

+

0

0

.0

0

N

O

R

T

H

IN

G

:3

7

9

4

9

2

1

.3

2

E

A

S

T

IN

G

: 1

5

5

9

4

2

6

.9

4

L

1

5.00

38.15

24+

00

25+

00

26+

00

27+

00

28+

00

29+

00

3

0

+

0

0

3

1

+

0

0

3

2

+

0

0

33+

00

3

4

+

0

0

35+

00

3

6

+

0

0

3

6

+

3

1

PT

: 23+

90.68

PC

: 24+

88.29

P

T

: 2

6

+

4

1

.0

3

P

C

: 2

6

+

6

2

.9

7

PT

: 27+

79.75

PC

: 28+

62.48

PT

: 29+

56.58

PC

: 29+

63.61

P

T

:

3

1

+

0

3

.

7

9

P

C

:

3

2

+

1

5

.

3

6

P

T

:

3

3

+

8

5

.

8

1

P

C

:

3

4

+

2

8

.

9

0

P

T

:

3

4

+

5

8

.

8

1

P

C

:

3

4

+

7

6

.

7

7

P

T

:

3

5

+

3

7

.

6

2

L6

L

7

L8

L9

L

1

0

L

1

1

L

1

2

L

1

3

C8

C11

C

12

C13

C

1

4

C

1

5

C16

POE: 36+31.45

NORTHING:3794710.35

EASTING: 1561754.26

CURVE DATA

Curve #

C1

C2

C3

C4

C5

C6

C7

C8

C9

C10

C11

C12

C13

C14

C15

C16

RADUIS

34.00'

160.00'

1500.50'

499.50'

200.50'

200.50'

1000.00'

150.50'

199.50'

1000.00'

1000.50'

1100.00'

500.00'

400.00'

150.50'

37.00'

LENGTH

17.17'

62.11'

143.65'

80.09'

82.98'

58.50'

122.52'

170.45'

59.89'

148.83'

152.73'

116.78'

94.11'

140.18'

29.91'

60.85'

CHORD

16.99'

61.72'

143.60'

80.00'

82.39'

58.29'

122.44'

161.48'

59.67'

148.69'

152.58'

116.73'

93.97'

139.46'

29.86'

54.22'

P.I. STATIION

10+54.39

10+94.24

15+90.26

17+02.16

17+84.21

20+35.65

21+26.02

33+11.04

19+13.21

23+16.41

25+64.81

27+21.41

29+09.67

30+34.43

34+43.90

35+16.60

P.I. NORTHING

3794930.166

3794916.687

3794939.762

3794934.245

3794943.358

3794904.212

3794877.871

3794939.591

3794904.531

3794845.289

3794839.567

3794812.146

3794799.064

3794813.872

3794844.900

3794789.629

P.I. EASTING

1559480.600

1559518.499

1560014.772

1560126.647

1560208.362

1560455.539

1560542.427

1561693.342

1560332.643

1560730.159

1560978.769

1561133.257

1561321.169

1561445.325

1561814.501

1561861.878

LINE DATA

Line #

L1

L2

L3

L4

L5

L6

L7

L8

L9

L10

L11

L12

L13

Length

45.61'

393.48'

57.94'

63.27'

54.65'

97.61'

21.94'

82.73'

7.03'

111.57'

43.09'

17.96'

93.83'

Direction

APPROVED BY:

DATE:

SCALE:

CHECKED BY:

DESIGN BY:

NO

.:

DA

TE

:D

ES

CR

IP

TIO

N:

SH

EE

T D

ES

CR

IP

TIO

N:

SHEET:

PROJECT NUMBER:

3 MAY 2017

620-1601

NO. 5884697-5301

KRISTOFOR L.

KVARFORDT

S

T

A

T

E

OF

U

T

A

H

L

IC

E

N

S

E

D

L

A

N

D

SCA

P

E

A

R

C

H

I

T

EC

T

1"=20'

M. PHILLIPS

K. KVARFORDT

K. KVARFORDT

C100

SCALE: 1" = 50'-0"

HORIZONTAL CONTROL

STA: BEGIN TO 23+50

A

MA

TC

H LIN

E S

TA

: 23+

50

CONSTRUCTION SET - BID DOCUMENTS

SCALE: 1" = 50'-0"

HORIZONTAL CONTROL

STA: 23+50 TO STA: 36+31.12

B

MA

TC

H LIN

E S

TA

: 23+

50

O

H

P

OH

P

OH

P

OH

P

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

>

>

>

>

>

>

>

>

>

>

>

>

>

>

>

>

>

>

>

>

>

>

>

>

>

>

>

>

>

>

>

>>>

>

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

WW

W

SS

SS

SS

SS

SS

WW

W

W

HV

HV

HV

HV

HV

HV

HV

HV

HV

HV

HV

WW

WW

IRR M

IRR M

IRR M

-2.6%

-2.2

%

-2.2

%

2

.3

%

1

0

+

0

0

11+00

12+0

0

13+0

0

14+0

0

15+0

0

16+00

PC: 10+45.61

PC: 15+18.37

PT: 11+24.90

PRC: 10+62.79

STA:10+45.52

PRESERVE & PROTECT EXISTING TREE

DURING CONSTRUCTION

STA:10+96.90

BEGIN TYP SECTION B - SHEET C501

SIDEWALK W/ UDOT TYPE B4 CURB

STA:12+96.13

BEGIN TYP SECTION C - SHEET C501

GABION, SIDEWALK W/ UDOT TYPE B4 CURB

STA:14+22.13

REMOVE & RE-INSTALL NEW

NATIONAL FOREST INFORMATION SIGN

TO MEET UDOT STANDARDS

STA:10+31.22

BEGIN TYP SECTION A - SHEET C501

STA:11+64.22

PRESERVE & PROTECT EXISTING TREE

DURING CONSTRUCTION

5.00

38.15

4800

4805

4810

4815

4820

4800

4805

4810

4815

4820

4814.5

4814.33

4814.6

4815.42

4814.5

4815.83

11+00

4815.1

4816.21

4815.0

4815.92

4814.8

4815.35

4814.6

4814.79

12+00

4814.3

4814.23

4814.7

4813.67

4814.8

4813.11

4815.0

4812.54

13+00

4814.7

4811.98

4814.2

4811.42

4814.0

4810.86

4813.6

4810.30

14+00

4813.3

4809.74

4812.2

4809.17

4811.6

4808.61

4808.5

4808.05

15+00

4810.2

4807.49

4809.4

4806.90

4807.6

4806.26

4805.6

4805.62

PROPOSED AT CENTER OF TRAIL

EXISTING AT CENTER OF TRAIL

EXISTING ELEVATION

AT CENTER OF TRAIL

PROPOSED ELEVATION

AT CENTER OF TRAIL

-1.21%

2.2

8%

1.17

%

3.23%

15.61%

8.37%

-4.58%

-2.35%

-3.96%

-13.90%

-2.2

5%

-2.2

7%

-2.6

0%

PVI = 10+00.00

ELEV= 4814.75

PVI = 11+25.97

ELEV= 4815.89

PV

I =

13+

77.71

ELE

V=

4810.24

PV

I =

15+

27.82

ELE

V=

4806.83

PVI STA: 10+94.29

PVI ELEV: 4816.27

K: 14.37

LVC: 50.00

BV

CS

: 10+

69.29

BV

CE

: 4815.71

EV

CS

: 11+

19.29

EV

CE

: 4815.97

HIGH PT. STA: 11+01.98

HIGH PT ELEV: 4816.08

APPROVED BY:

DATE:

SCALE:

CHECKED BY:

DESIGN BY:

NO

.:

DA

TE

:D

ES

CR

IP

TIO

N:

SH

EE

T D

ES

CR

IP

TIO

N:

SHEET:

PROJECT NUMBER:

3 MAY 2017

620-1601

NO. 5884697-5301

KRISTOFOR L.

KVARFORDT

S

T

A

T

E

OF

U

T

A

H

L

IC

E

N

S

E

D

L

A

N

D

SCA

P

E

A

R

C

H

I

T

EC

T

1"=20'

K. KVARFORDT

TBD

TBD

C-200

SCALE: 1" = 20'-0"

TRAIL LAYOUT PLAN VIEW - STA: BEGIN - 16+00

A

TRAIL KEYED NOTES:

INSTALL UDOT PERPENDICULAR RAMP (NOT WITHIN SIDEWALK) - SEE DETAIL F - SHEET C500 FOR REFERENCE1

INSTALL UDOT TYPE B1-A CURB & GUTTER2

3

4

5

6

7

8

SCALE: 1" = 20'-0" HORIZONTAL 1"=5'-0" VERTICAL

TRAIL LAYOUT PROFILE VIEW - STA: BEGIN - 16+00

A

MA

TC

H LIN

E S

TA

: 16+

00

SE

E S

HE

ET

C

-201

PROTECT EDGE OFEXISTING WATERWAY

DURING CLEARING AND EXCAVATION

PROPOSED TBC EL.

TO MATCH

EX. TOP OR CURBWALL EL.

TRAIL HATCH, LINE, AND SYMBOL LEGEND:


PROPOSED - IMPACT AREA - RE-VEGETATION REQUIRED- SEE SHEET C-502 FOR SEED MIX - BROADCAST

SEED OVER RE- VEGETATION AREA PRIOR TO INSTALLATION OF AEC PREMIERE STRAW SINGLE NET

EROSION CONTROL BLANKET OR APPROVED EQUAL - INSTALLED PER MANUFACTURERS SPECIFICATIONS

PROPOSED - GRASS REPAIR AREA - SOD - MIX TO BE SUBMITTED FOR APPROVAL

PROPOSED - ASPHALT TIE-IN

EXISTING - PROPERTY SECTION LINE

EXISTING - EDGE OF ASPHALT

EXISTING - OVERHEAD POWER

EXISTING - UNDERGROUND POWER

EXISTING - WATER LINE

EXISTING - SEWER SERVICE LINE

EXISTING - GAS SERVICE LINE

EXISTING - WIRE FENCE

PROPOSED - SPLIT RAIL FENCE - SEE DETAIL D - SHEET C504

PROPOSED - METAL 42" GUARD RAIL - SURFACE MOUNT - SEE DETAIL E - SHEET C504

PROPOSED - 3'x3' ARTWELD GABION WALL - INSTALL PER MANUFACTURERS SPECIFICATIONS

EXISTING - TREES TO REMAIN

PROPOSED - NEW GRAVEL SECTION - SEE SHEET E - SHEET C500

REMOVE EXISTING TREE - CLEAR AND GRUB ROOTBALL - CALLOUT INDICATES NUMBER OF TREES

EXISTING - SURVEY MONUMENT

EXISTING - STREET LIGHT

EXISTING - DIRECTIONAL SIGNAGE

EXISTING - WATER METER

1

2

2

3

3

3

3

(5 TYP)

(2 TYP)

(7 TYP)

4

(1 TYP)

SAW CUT EXISTING ASPHALT - REGRADE TO MATCH NEW FG OF SIDEWALK/TRAIL

PRESERVE & PROTECT EXISTING GATE AND STANDARDS DURING CONSTRUCTION

PROPOSED - CONCRETE TRAIL/SIDEWALK - SEE SHEET C-500 FOR DETAILS

EXISTING - EDGE OF CONCRETE

EXISTING - UDOT ROW

PROPOSED - PATCH & REPAIR GRAVEL TRAIL

PROPOSED - INSTALL 6" RIGID PERFORATED PIPE W/SOCK - AS SHOWN ON PLAN

PROPOSED - INSTALL WELDED WIRE WALL SYSTEM - SEE PLAN FOR EXPOSED HEIGHT

PROPOSED - INSTALL 9" STRAW RESTORATION WATTLE AVAILABLE FROM GRANITE SEED OR APPROVED EQUAL

SUBMITTAL REQUIRED - KEY INTO SLOPE AS 'SLOPE BREAK'

EXISTING - TREE CLUSTER TO REMAIN

EXISTING - TREE TO REMOVED

EXISTING - TREE CLUSTER TO BE REMOVED

PROPOSED - CENTERLINE OF NEW TRAIL/SIDEWALK

PRESERVE & PROTECT EXISTING LIGHT POLE

DO NOT DISTURB EXISTING CURB & GUTTER

RE-VEGETATION AREA - SEE HATCH LEGEND - SHEET C200 FOR MORE INFORMATION

PROVIDE SAND WATTLE CHECK DAM TO MEET UDOT STANDARD FOR ENVIRONMENTAL CONTROLS

66

4

9

PROVIDE 9" STRAW RESTORATION WATTLE - SEE HATCH LEGEND - SHEET C200 FOR MORE INFORMATION

10

INSTALL 6" RIGID PERFORATED PIPE IN SOCK AS WALL DRAIN - SEE DETAILS SHEET C500 FOR FOR INFORMATION

11

WALL DRAIN OUTLET (TYP) - DAYLIGHT INTO SLOPE

12

PROVIDE NEW GRAVEL TRAIL SECTION TO CONNECT TO NEW CONCRETE SIDEWALK - SEE DETAIL E - SHEET C500

13

INSTALL SPLIT RAIL FENCE (TYPICAL) - SEE DETAIL D - SHEET C504

TBC TOP BACK OF CURB

TOC TOP OF CONCRETE

TA TOP OF ASPHALT

FFE FINISHED FLOOR ELEVATION

SMH SANITARY SEWER MANHOLE

IRR IRRIGATION

ICV IRRIGATION CONTROL VALVE

SD STORM DRAIN

ELEC ELECTRIC OR ELECTRICAL

CONC CONCRETE

TOG TOP OF GRATE

IE INVERT ELEVATION

LT LEFT

RT RIGHT

R/W RIGHT-OF-WAY

PC POINT OF CURVATURE

PT POINT OF TANGENCY

PCC POINT OF COMPOUND CURVE

POC POINT ON CURVE

GB GRADE BREAK

LP LOW POINT

HP HIGH POINT

MID MID POINT

AP ANGLE POINT

L LENGTH

S SLOPE

BOW BOTTOM OF WALL

TOW TOP OF WALL

ABBREVIATION LEGEND:

1. SEE SHEET C201 FOR TRAIL CONSTRUCTION GENERAL NOTES.

2. LANDING SLOPE AND CROSS SLOPE 1% MIN 2% MAX.

GENERAL NOTES:

ADD ALT #1

PROVIDE 420 LF OF

AMERISTAR 4' WIREWORK PLUS

FENCING. REFER TO SHEET C504

DETAIL E

PROVIDE ADDITIONAL GABION AND FLATWORK

TO PARKING AREA

ADD ALT #1-A

PROVIDE 305 LF OF AMERISTAR

4' WIREWORK PLUS FENCING

REFER TO SHEET C504 DETAIL E

LANDING

LANDING

4780

4785

4790

4795

4800

4805

4810

4780

4785

4790

4795

4800

4805

4810

4804.2

4804.31

4803.7

4803.66

4803.1

4802.80

17+00

4802.6

4801.75

4802.6

4800.69

4800.3

4799.80

4799.9

4799.22

18+00

4798.1

4798.51

4793.3

4797.25

4791.4

4796.02

4792.2

4794.79

19+00

4792.8

4793.59

4792.4

4792.62

4790.9

4791.63

4788.9

4790.63

20+00

4787.6

4789.63

4787.1

4788.61

4786.7

4787.58

4787.1

4786.96

21+00

4786.9

4786.09

4786.9

4785.02

4785.9

4783.97

4784.7

4782.93



EXISTING ELEVATION

AT CENTER OF TRAIL

PROPOSED ELEVATION

AT CENTER OF TRAIL

-4

.2

2

%

-4

.0

7

%

-3

.9

5

%

-4

.0

7

%

-4

.8

3

%

-4

.9

4

%

-2.3

1%

-4

.2

1

%

-0.96%

PV

I =

21+

87.21

ELE

V=

4782.42

PVI = 18+97.20

ELEV= 4793.71

PV

I =

17+

95.08

ELE

V=

4798.75PVI = 16+62.03

ELEV= 4803.35

PVI STA: 17+42.11

PVI ELEV: 4799.98

K: 26.30

LVC: 50.00

BV

CS

: 17+

17.11

BV

CE

: 4801.03

EV

CS

: 17+

67.11

EV

CE

: 4799.40

PVI STA: 20+61.90

PVI ELEV: 4787.09

K: 3.21

LVC: 10.00

BVCS: 20+56.90

BVCE: 4787.30

EVCS: 20+66.90

EVCE: 4787.05

LOW PT. STA: 20+66.90

LOW PT ELEV: 4787.05

HIGH PT. STA: ???

HIGH PT ELEV: ???

PVI STA: 20+80.75

PVI ELEV: 4786.91

K: 3.07

LVC: 10.00

BVCS: 20+75.75

BVCE: 4786.96

EVCS: 20+85.75

EVCE: 4786.70

LOW PT. STA: ???

LOW PT ELEV: ???



APPROVED BY:

DATE:

SCALE:

CHECKED BY:

DESIGN BY:

NO

.:

DA

TE

:D

ES

CR

IP

TIO

N:

SH

EE

T D

ES

CR

IP

TIO

N:

SHEET:

PROJECT NUMBER:

3 MAY 2017

620-1601

NO. 5884697-5301

KRISTOFOR L.

KVARFORDT

S

T

A

T

E

OF

U

T

A

H

L

IC

E

N

S

E

D

L

A

N

D

SCA

P

E

A

R

C

H

I

T

EC

T

1"=20'

K. KVARFORDT

TBD

TBD

C-201

SCALE: 1" = 20'-0"

TRAIL LAYOUT PLAN VIEW- STA: 16+00 - 22+00

A

1. SEE SHEET C-200 FOR HATCH, LINE & SYMBOL LEGEND & ABBREVIATION LEGEND.

2. PRESERVATION OF NATIVE SITE TOPSOIL IS PARAMOUNT. TOP 9" OF EXCAVATED MATERIAL TO BE PRESERVED AND STOCKPILED IN A

LOCATION THAT WILL ALLOW FOR AMENDING WITH NEW TOPSOIL MATERIAL.

3. PRESERVATION OF EXISTING WOODY PLANT MATERIAL IS PARAMOUNT. CONTRACTOR TO ONLY CLEAR AND GRUB THE MINIMUM

AMOUNT OF VEGETATIVE MATERIAL NECESSARY FOR CONSTRUCTION OF THE NEW TRAIL. UPHILL VEGETATION IS OF PRIMARY CONCERN.

4. PROJECT TO MEET STATE OF UTAH NPDES REQUIREMENTS FOR EROSION & SEDIMENT DISCHARGE. SOME PROPOSED BMPs HAVE BEEN

SHOWN ON THE PLAN. LOGAN CITY APWA STANDARDS & UDOT REQUIREMENTS FOR ENVIRONMENTAL CONTROLS MAY BE APPLIED IF

ADDITIONAL BMPs ARE REQUIRED. THE CONTRACTOR SHALL PREPARE THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND

MUST ACQUIRE ALL NECESSARY PERMITS INCLUDING BUT NOT LIMITED TO:

- NPDES PERMIT FOR CONSTRUCTION ACTIVITIES - SUBMIT NOTICE OF INTENT

- UDOT ENCROACHMENT PERMIT

5. GABION WALL HEIGHT TRANSITIONS.

BEGIN 3' WALL - STA 21+87.20

TRANSITION WALL 3' - 6' - STA 22+34.55



TRAIL LAYOUT PROFILE VIEW - STA: 16+00 - 22+00

A

MA

TC

H LIN

E S

TA

: 22+

00

SE

E S

HE

ET

C

-202

M

AT

CH

LIN

E S

TA

: 16+

00

SE

E S

HE

ET

C

-200

TRAIL KEYED NOTES:

3

3

(4 TYP)

3

4

4

4

5

5

4

CL EXISTING

CART TUNNEL

REMOVE EXISTING

CRASH CUSHION

EXISTING FENCE

TO BE PRESERVED

DURING CONSTRUCTION

EXISTING BARBED WIRE

FENCE TO BE REMOVED


FENCE TO BE REMOVED

TRAIL GENERAL NOTES


7

(1 TYP)

(1 TYP)



3

4

5

6

7

8







9


10


11


12


13


PROPOSED BRIDGE

ABUTMENT

ADD ALT 1-A.

CONTINUE FENCE TO

EXISTING GATE POST

REFER TO SHEET 504

DETAIL E

STA: 21+87.20

BEGIN GABION WALL SECTION

REFER TO SHEET 504 DETAIL B

4765

4770

4775

4780

4785

4765

4770

4775

4780

4785

4781.9

4780.25

4780.6

4778.99

4779.0

4778.09

23+00

4778.2

4777.18

4777.6

4776.28

4776.8

4775.38

4776.2

4774.48

24+00

4775.6

4774.01

4776.2

4774.28

4776.6

4774.55

4777.1

4774.81

25+00

4777.0

4774.68

4777.1

4774.10

4776.8

4773.52

4776.3

4772.94

26+00

4775.8

4772.36

4774.9

4771.78

4773.3

4770.75

4771.5

4769.26

27+00

4771.0

4768.13

4770.9

4767.00

4769.2

4765.87

4767.9

4764.74



EXISTING ELEVATION

AT CENTER OF TRAIL

PROPOSED ELEVATION

AT CENTER OF TRAIL

1.07

%

-4

.5

2

%

-

7

.3

1

%

-5

.7

4

%

-3.61%

-2.3

2%

PV

I =

26+

41.02

ELE

V=

4771.41

PVI STA: 23+90.69

PVI ELEV: 4773.91

K: 10.70

LVC: 50.00

BV

CS

: 23+

65.69

BV

CE

: 4774.81

EV

CS

: 24+

15.69

EV

CE

: 4774.18

LOW PT. STA: 24+04.26


PVI STA: 27+79.75

PVI ELEV: 4764.53

K: 10.06

LVC: 50.00

BV

CS

: 27+

54.75

BV

CE

: 4765.66

EV

CS

: 28+

04.75

EV

CE

: 4764.64

PVI STA: 24+88.30

PVI ELEV: 4774.96

K: 14.74

LVC: 50.00

BV

CS

: 24+

63.30

BV

CE

: 4774.69

EV

CS

: 25+

13.30

EV

CE

: 4774.38



APPROVED BY:

DATE:

SCALE:

CHECKED BY:

DESIGN BY:

NO

.:

DA

TE

:D

ES

CR

IP

TIO

N:

SH

EE

T D

ES

CR

IP

TIO

N:

SHEET:

PROJECT NUMBER:

3 MAY 2017

620-1601

NO. 5884697-5301

KRISTOFOR L.

KVARFORDT

S

T

A

T

E

OF

U

T

A

H

L

IC

E

N

S

E

D

L

A

N

D

SCA

P

E

A

R

C

H

I

T

EC

T

1"=20'

J. MAUGHAN

K. KVARFORDT

K. KVARFORDT

C-202

SCALE: 1" = 20'-0"


A



A

MA

TC

H LIN

E S

TA

: 28+

00

SE

E S

HE

ET

C

-203

MA

TC

H LIN

E S

TA

: 22+

00

SE

E S

HE

ET

C

-202

3

(7 TYP)

(17 TYP)

3

(90%) BIDDING ONLY - NOT FOR CONSTRUCTION

TRAIL KEYED NOTES:


FENCE TO BE REMOVED

PROVIDE NEW UDOT ROW FENCE

TO EDGE OF CONCRETE


FENCE TO BE REMOVED

PROVIDE NEW UDOT ROW FENCE

TO EDGE OF CONCRETE

9

7

9

9

9

9

10

1010

11

11



3

4

5

6

7

8







9


10


11


12


13


1. SEE SHEET C-200 FOR HATCH, LINE & SYMBOL LEGEND & ABBREVIATION LEGEND.

2. PRESERVATION OF NATIVE SITE TOPSOIL IS PARAMOUNT. TOP 9" OF EXCAVATED MATERIAL TO BE PRESERVED AND STOCKPILED IN A

LOCATION THAT WILL ALLOW FOR AMENDING WITH NEW TOPSOIL MATERIAL.

3. PRESERVATION OF EXISTING WOODY PLANT MATERIAL IS PARAMOUNT. CONTRACTOR TO ONLY CLEAR AND GRUB THE MINIMUM

AMOUNT OF VEGETATIVE MATERIAL NECESSARY FOR CONSTRUCTION OF THE NEW TRAIL. UPHILL VEGETATION IS OF PRIMARY CONCERN.

4. PROJECT TO MEET STATE OF UTAH NPDES REQUIREMENTS FOR EROSION & SEDIMENT DISCHARGE. SOME PROPOSED BMPs HAVE BEEN

SHOWN ON THE PLAN. LOGAN CITY APWA STANDARDS & UDOT REQUIREMENTS FOR ENVIRONMENTAL CONTROLS MAY BE APPLIED IF

ADDITIONAL BMPs ARE REQUIRED. THE CONTRACTOR SHALL PREPARE THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND

MUST ACQUIRE ALL NECESSARY PERMITS INCLUDING BUT NOT LIMITED TO:

- NPDES PERMIT FOR CONSTRUCTION ACTIVITIES - SUBMIT NOTICE OF INTENT

- UDOT ENCROACHMENT PERMIT

5. GABION WALL HEIGHT TRANSITIONS.

BEGIN 3' WALL - STA 21+87.20



TRAIL GENERAL NOTES

4740

4745

4750

4755

4760

4765

4770

4775

4740

4745

4750

4755

4760

4765

4770

4775

4766.8

4764.73

4767.6

4764.84

4768.2

4764.84

29+00

4767.9

4764.70

4767.3

4764.57

4766.8

4764.45

4766.6

4764.17

30+00

4766.5

4763.71

4766.6

4763.25

4766.1

4762.79

4765.6

4762.34

31+00

4764.3

4761.88

4763.7

4761.46

4763.5

4761.05

4763.5

4760.64

32+00

4763.0

4760.24

4762.4

4759.69

4760.7

4758.84

4758.4

4757.99

33+00

4756.4

4755.02

4752.8

4751.05

4750.9

4746.95

4746.3

4742.89



EXISTING ELEVATION

AT CENTER OF TRAIL

PROPOSED ELEVATION

AT CENTER OF TRAIL

-

1

6

.

2

2

%

-3.38%

0.45%

-0.51%

-1.8

4%

-1.6

3%

PV

I =

28+

62.46

ELE

V=

4764.90

PV

I =

29+

63.61

ELE

V=

4764.38

PV

I =

30+

98.18

ELE

V=

4761.91

PV

I =

32+

16.44

ELE

V=

4759.98

PV

I =

33+

85.62

ELE

V=

4741.18

PVI STA: 27+79.75

PVI ELEV: 4764.53

K: 10.06

LVC: 50.00

BV

CS

: 27+

54.75

BV

CE

: 4765.66

EV

CS

: 28+

04.75

EV

CE

: 4764.64

LOW PT. STA: 28+00.22


APPROVED BY:

DATE:

SCALE:

CHECKED BY:

DESIGN BY:

NO

.:

DA

TE

:D

ES

CR

IP

TIO

N:

SH

EE

T D

ES

CR

IP

TIO

N:

SHEET:

PROJECT NUMBER:

3 MAY 2017

620-1601

NO. 5884697-5301

KRISTOFOR L.

KVARFORDT

S

T

A

T

E

OF

U

T

A

H

L

IC

E

N

S

E

D

L

A

N

D

SCA

P

E

A

R

C

H

I

T

EC

T

1"=20'

J. MAUGHAN

K. KVARFORDT

K. KVARFORDT

C-203

SCALE: 1" = 20'-0"


A



A

M

A

T

C

H

L

I

N

E

S

T

A

:

3

4

+

0

0

S

E

E

S

H

E

E

T

C

-

2

0

4

M

A

T

C

H

L

IN

E

S

T

A

: 2

8

+

0

0

S

E

E

S

H

E

E

T

C

-2

0

2

XX.XX

1. SEE SHEET C200 FOR ALL KEYED NOT REFERENCES PERTAINING TO THIS SHEET.

2. SEE SHEET C201 FOR ALL GENERAL NOTES PERTAINING TO THE TRAIL CONSTRUCTION.

3. SEE SHEET C200 FOR HATCH, LINE & SYMBOL LEGEND.

TRAIL GENERAL NOTES:

9

9

7

INSTALL SILT FENCE PER UDOT ENVIRONMENTAL

CONTROL STANDARDS

EXISTING GRAVEL AREA

7

PROVIDE STABILIZED CONSTRUCTION ENTRANCE

CONTRACTOR TO REGULARLY INSPECT THIS AREA FOR COLLECTED SILT

ANY SILT MAY BE AMENDED INTO TOPSOIL AND USED ON-SITE

10

9

11

9

11

BEGIN TRAIL Y - CONNECTION

CONTRACTOR TO REMOVE 16' OF EXISTING

KEYSTONE BLOCK WALL - RE-ALIGN AND RE-INSTALL

BLOCK WALL PER MANUFACTURERS SPECIFICATIONS

CONNECT TO PROPOSED GABION WALL

LIMIT OF WORK

12

10

9

9

13

13

13


4720

4725

4730

4735

4740

4745

4720

4725

4730

4735

4740

4745

4738.3

4736.64

4734.3

4733.85

4730.4

4730.42

35+00 36+00

PROPOSED AT

CENTER OF TRAIL


EXISTING ELEVATION

AT CENTER OF TRAIL

PROPOSED ELEVATION

AT CENTER OF TRAIL

-

3

9

.

6

0

%

-

9

.

7

7

%

-

1

5

.

7

6

%

-

1

1

.

3

9

%

PVI = 34+79.66

ELEV= 4729.67

1

3

.

6

%

-1

4

.1

%

3

3

+

0

0

3

4

+

0

0

35+00

3

6

+

0

0

3

6

+

3

1

PC: 34+28.90

PC: 34+76.77

PT: 33+85.81

PT: 34+58.81

P

T

:

3

5

+

3

7

.

6

2

STA:34+46.34

END TYP SECTION H

BEGIN TYP SECTION A

STA:36+11.26

END TYP SECTION A

-1

6

.6

%

-

1

5

.

6

%

-14.1%

3

.2

%

3

2

+

0

0

33+

00

PC: 32+15.36

3

2

+

0

0

3

2

+

9

4

PC: 32+15.68

PT: 32+84.27

PRC: 32+40.91

STA:32+68.84

OFF:0.01'R

STA:32+45.82

-16.6

%

-

1

5

.

6

%

Y INTERSECTION5

4755

4760

4765

4755

4760

4765

4762.4

4762.37

4761.1

4761.05

4761.8

4761.79

PROPOSED AT

CENTER OF TRAIL

EXISTING AT

CENTER OF TRAIL

EXISTING ELEVATION

AT CENTER OF TRAIL

PROPOSED ELEVATION

AT CENTER OF TRAIL

-0.90%

-4

.3

3

%

2.0

4%

8

.

2

0

%

-3.37%

-4

.5

9

%

PV

I =

32+

00.00

ELE

V=

4764.93

PV

I =

32+

94.27

ELE

V=

4763.64

K: 3.14

LVC: 20.00

BVCS: 32+58.34

BVCE: 4762.93

EVCS: 32+78.34

EVCE: 4762.70

LOW PT. STA: 32+71.92


HIGH PT. STA: ???

HIGH PT ELEV: ???

PVI STA: 32+84.29

PVI ELEV: 4762.82

K: 1.62

LVC: 10.00

BVCS: 32+79.29

BVCE: 4762.72

EVCS: 32+89.29

EVCE: 4763.23

LOW PT. STA: 32+79.29


HIGH PT. STA: ???

HIGH PT ELEV: ???

APPROVED BY:

DATE:

SCALE:

CHECKED BY:

DESIGN BY:

NO

.:

DA

TE

:D

ES

CR

IP

TIO

N:

SH

EE

T D

ES

CR

IP

TIO

N:

SHEET:

PROJECT NUMBER:

3 MAY 2017

620-1601

NO. 5884697-5301

KRISTOFOR L.

KVARFORDT

S

T

A

T

E

OF

U

T

A

H

L

IC

E

N

S

E

D

L

A

N

D

SCA

P

E

A

R

C

H

I

T

EC

T

1"=20'

K. KVARFORDT

TBD

TBD

C-204

SCALE: 1" = 20'-0"

TRAIL LAYOUT PLAN VIEW- STA: 34+00 - END

A


TRAIL LAYOUT PROFILE VIEW - STA: 34+00 - END

A

SCALE: 1" = 20'-0"

TRAIL Y - LAYOUT PLAN VIEW- STA: 32+00 - END

B


TRAIL Y - LAYOUT PROFILE VIEW - STA: 32+00 - END

B

M

A

T

C

H

L

I

N

E

S

T

A

:

3

4

+

0

0

S

E

E

S

H

E

E

T

C

-

2

0

3

1. SEE SHEET C200 FOR ALL KEYED NOT REFERENCES PERTAINING TO THIS SHEET.

2. SEE SHEET C201 FOR ALL GENERAL NOTES PERTAINING TO THE TRAIL CONSTRUCTION.

3. SEE SHEET C200 FOR HATCH, LINE & SYMBOL LEGEND.

TRAIL GENERAL NOTES:

13

9

LIMIT OF WORK

12

LIMIT OF WORK

LIMIT OF WORK

EXISTING

ASPHALT

TRAIL

TIE INTO EXISTING ASPHALT

TRAIL

12

10

9

9

11


3

2

1

R=19.5

M

A

X

5

.0

%

MATCH TOP OF CURBWALL

& TOP OF NEW CURB

NO LIP AT CURB

CUT OR GUTTER

CROSSWALK

FULL HEIGHT CURB

EXISTING

ASPHALT

APPROVED BY:

DATE:

SCALE:

CHECKED BY:

DESIGN BY:

NO

.:

DA

TE

:D

ES

CR

IP

TIO

N:

SH

EE

T D

ES

CR

IP

TIO

N:

SHEET:

PROJECT NUMBER:

3 MAY 2017

620-1601

P

R

O

F

E

S

S

I

O

N

AL

E

N

G

I

N

E

E

R

LANCE ANDERSON

323733-2202

S

T

A

T

E

OF

U

T

A

H

NO. 5884697-5301

KRISTOFOR L.

KVARFORDT

S

T

A

T

E

OF

U

T

A

H

L

IC

E

N

S

E

D

L

A

N

D

SC

A

P

E

A

R

C

H

I

T

EC

T

NA

R. BARTLETT

K. KVARFORDT

K. KVARFORDT

C-500

4500 PSI CONCRETE - 6" TYPICAL

W/ FIBER MESH PER LOGAN CITY

STANDARDS & SPECIFICATIONS

5" DEPTH UNTREATED

BASE COURSE

NATIVE FILL AS REQUIRED

UNDISTURBED NATIVE MATERIAL

NOTES:

1. ALL CONCRETE CONTROL JOINTS AND EXPANSIONJOINTS SHALL MEET LOGAN CITY

APWA STANDARDS & SPECIFICATIONS FOR QUALITY, PLACEMENT, MATERIALS & EXECUTION

(SEE http://www.loganutah.org/PWEngineering/index.cfm#tab6 FOR CURRENT REVISIONS)



(COMPACT PER LOGAN CITY


12" GRANULAR BORROW

COMPACT PER LOGAN CITY STANDARDS

& SPECIFICATIONS IF REQUIRED

4" UNTREATED BASE COURSE

3" HOT MIX ASPHALT

ASPHALT TOPCOAT & STRIPING

TO MEET LOGAN CITY




6" DEPTH UNTREATED BASE COURSE

4500 PSI CONCRETE - 5" TYPICAL

W/ FIBER MESH PER LOGAN CITY


NOTES:

1. ALL CONCRETE CONTROL JOINTS AND EXPANSION JOINTS SHALL MEET LOGAN CITY

STANDARDS & SPECIFICATIONS FOR PLACEMENT, MATERIALS & EXECUTION

SCALE:

HEAVY DUTY CONCRETE SECTION

A

NOT TO SCALE SCALE:

HEAVY DUTY ASPHALT SECTION

B

NOT TO SCALE SCALE:

STANDARD CONCRETE SECTION

C

NOT TO SCALE

SUB GRADE, MINIMUM COMPACTION

REQUIRED = 95% AASHTO T-180

METHOD D

6" DEPTH 1" MINUS WASHED

CRUSHED GRAVEL ROAD BASE

UNDER SIDEWALK

10'

1

2

" EXPANSION

JOINT (TYP.)

PER LOGAN CITY

SPECIFICATIONS

1

2

" EXPANSION

JOINT (TYP.)

PER LOGAN CITY

SPECIFICATIONS

50'

CONTRACTION

JOINT (TYP.)

PER LOGAN CITY

SPECIFICATIONS

SCALE:

CONCRETE FLATWORK DETAIL

D

NOT TO SCALE

KEYED NOTES

1 INSTALL UDOT CURB TYPE B1-A & UDOT PERPENDICULAR RAMP (NOT WITHIN SIDEWALK)

ADA GENERAL NOTES

1. DETECTABLE AND TACTILE WARNING SURFACE TO

BE AN ADA COMPLIANT TILE SYSTEM, CAST-IN-PLACE

INLINE DOME TO BE PROVIDED BY CONTRACTOR.

CONTRACTOR TO DETERMINE APPROPRIATE TILE SIZE

TO ACHIEVE WIDTH AND RADIUS SHOWN ON PLAN.

PROVIDE PRODUCT SUBMITTAL TO ENGINEER FOR

APPROVAL. VISIT WWW.ARMOR-TILE.COM FOR MORE

INFORMATION.

2. DETECTABLE WARNING SURFACE DOMES SHALL BE

ORIENTED SUCH THAT ROWS ARE PARALLEL WITH THE

DIRECTION OF PEDESTRIAN TRAVEL TO THE RAMP ON

THE OPPOSITE SIDE OF THE STREET.

3. THE STANDARD COLOR FOR THE DETECTABLE

WARNING SURFACE SHALL BE RED BRICK OR AS

DETERMINED BY THE OWNER OR AUTHORIZED

REPRESENTATIVE.

4. NO LIP IN CURB GREATER THAN 1/4" HIGH ALLOWED

ALONG LENGTH OF LANDING.

5. LENGTHS OF RAMPS VARY AS REQUIRED TO MEET

1(V):20(H) SLOPE OR FLATTER.

6. ABSOLUTE MINIMUM DIMENSIONS OF LANDINGS TO

BE 5'x5'.

7. ALL RAMPS TO MEET LOGAN CITY & UDOT

STANDARDS

2

3

PROVIDE ASPHALT TIE-IN

PROVIDE CROSS WALK STRIPING TO MEET UDOT STANDARDS

SCALE:

ADA RAMP (E) 1600 EAST HWY 89

F

1

4

" = 1'

COMPACTED SUBGRADE

6" ROAD BASE

SCALE:

GRAVEL SECTION

E

NOT TO SCALE


APPROVED BY:

DATE:

SCALE:

CHECKED BY:

DESIGN BY:

NO

.:

DA

TE

:D

ES

CR

IP

TIO

N:

SH

EE

T D

ES

CR

IP

TIO

N:

SHEET:

PROJECT NUMBER:

3 MAY 2017

620-1601

P

R

O

F

E

S

S

I

O

N

AL

E

N

G

I

N

E

E

R

LANCE ANDERSON

323733-2202

S

T

A

T

E

OF

U

T

A

H

NO. 5884697-5301

KRISTOFOR L.

KVARFORDT

S

T

A

T

E

OF

U

T

A

H

L

IC

E

N

S

E

D

L

A

N

D

SC

A

P

E

A

R

C

H

I

T

EC

T

NA

R. BARTLETT

K. KVARFORDT

K. KVARFORDT

C-501

SCALE:

TYP. SEC A - 10' CONCRETE TRAIL STA: 10+31.33 to 10+96.73

STA: 17+41.79 to 17+96.97

STA: 20+61.57 to 23+90.97

A

NTS

SCALE:

TYP. SEC C - TRAIL W/UDOT B4 CURB & GABION WALL STA: 12+95.75 to 16+87.31

E


NTS

SCALE:

SECTION/PERSPECTIVE VIEW EAST

D

NTS

EXISTING CONCRETE

DRAINAGE SWALE

PROTECT IN PLACE

USE AS FORM EDGE FOR

NEW CONSTRUCTION

PROVIDE UDOT STANDARD

CURB TYPE B4

PROVIDE 10' WIDE WALK

TYPICAL - SEE DETAILS SHEET C500

EXISTING HIGHWAY 89

EXISTING

COUNTRY CLUB

PARKING LOT CURB

(DO NOT IMPACT)

PROVDE SINGLE COURSE

GABION SLOPE STABILIZATION

REVEGETATE SLOPE AS SHOWN ON PLAN

RELOCATE NATIONAL

FOREST DIRECTIONAL SIGN

PER UDOT STANDARDS

SEE PLAN FOR LOCATION

10"

EXISTING MATERIAL

SEE PLAN

COMPACTED OR UNDISTURBED

NATIVE MATERIAL

EXISTING VEGETATION

STANDARD DUTY CONCRETE - INSTALL PER DETAILS C & D

SHEET C500

ALL IMPACTED AREAS TO BE

STABILIZED WITH AEC PREMIERE STRAW

SINGLE NET EROSION CONTROL BLANKET

OVER BROADCAST SEEDING

SEE SHEET C502 FOR SEED MIX

NATIVE TOPSOIL

RE-PLACED AS

REQUIRED

NATIVE TOPSOIL

RE-PLACED

AS REQUIRED

IMPACT AREA

RE-GRADE TO MATCH

EXISTING AT DAYLIGHT

LINE AS SHOWN ON PLAN

SCALE:

TYP. SEC B - TRAIL W/UDOT B4 CURB STA: 10+96.73 to 12+95.75

B

NTS

10"

COMPACTED

OR UNDISTURBED

NATIVE MATERIAL

IMPACT AREA


SHEET C500

3'x3' HILFIKER ARTWELD GABION

W/ 9 GAUGE GALVANIZED WIRE

OR APPROVED EQUAL

NATIVE BACKFILL

AS REQUIRED

NATIVE TOPSOIL

RE-PLACED

AS REQUIRED

EXISTING MATERIAL

SEE PLAN

ALL IMPACTED AREAS TO BE

STABILIZED WITH AEC PREMIERE STRAW

SINGLE NET EROSION CONTROL BLANKET

OVER BROADCAST SEEDING

SEE SHEET C502 FOR SEED MIX

NATIVE TOPSOIL

RE-PLACED AS REQUIRED

RE-GRADE TO MATCH



SETTING COURSE

FOR GABION

INSTALL 6" RIGID

PERFORATED

PIPE W/ SOCK

SCALE:

TYP. SEC D - 10' CONCRETE TRAIL W/GABION WALL STA: 16+87.31 to 17+41.79

C

NTS

10"

INSTALL UDOT CURB TYPE B4

PRESERVE & PROTECT

EXISTING CONCRETE

CROSS DRAIN

COMPACTED OR

UNDISTURBED

NATIVE MATERIAL

NATIVE VEGETATION


SHEET C500

NATIVE TOPSOIL

RE-PLACED

AS REQUIRED

IMPACT AREA

RE-GRADE TO MATCH



10"

INSTALL UDOT CURB TYPE B4

PRESERVE & PROTECT EXISTING

CONCRETE CROSS-DRAIN DURING

CONSTRUCTION

COMPACTED OR

UNDISTURBED

NATIVE SOIL

IMPACT AREA


SHEET C500

3' x 3' HILFIKER ARTWELD

GABION W/ 9 GAUGE GALVANIZED

WIRE OR APPROVED EQUAL

EXISTING VEGETATION

SETTING COURSE

FOR GABION

INSTALL 6" RIGID

PERFORATED

PIPE W/ SOCK

RE-GRADE TO MATCH



NATIVE TOPSOIL

RE-PLACED AS

REQUIRED

EXISTING CART TUNNEL

STEPPED RETAINING WALL - CONTRACTOR TO ENSURE FOOTINGS AT

OR BELOW 36" - SEE DETAILS THIS SHEET

6' AMERISTAR 'WIREWORKS'

GUARD RAIL - SEE DETAILS SHEET C504

PEDESTRIAN BRIDGE SPAN

SEE DETAILS SHEET C503

ON EXPOSED SURFACES CREATIVE FORM LINER, INC.

STANDARD

1

2

" RIB FORM LINER DESIGN #CFL-ST003

OR APPROVED EQUAL

RESEEDED WITH US FOREST SERVICE LOGAN

DISTRICT SEED MIX - SEE INFORMATION THIS SHEET

PATCH AND REPAIR TURF AREA

MA

TC

HLIN

E


GUARDRAIL THIS SECTION

SEE DETAIL SHEET C504


GUARD RAIL SEE DETAILS SHEET C504

STEPPED RETAINING WALL - CONTRACTOR TO ENSURE FOOTINGS AT

OR BELOW 36" - SEE DETAILS SHEET C503

RESEEDED WITH US FOREST SERVICE LOGAN

DISTRICT SEED MIX - SEE INFORMATION THIS SHEET

MA

TC

HLIN

E

ON EXPOSED SURFACES CREATIVE FORM LINER, INC.

STANDARD

1

2

" RIB FORM LINER DESIGN #CFL-ST003

OR APPROVED EQUAL

APPROVED BY:

DATE:

SCALE:

CHECKED BY:

DESIGN BY:

NO

.:

DA

TE

:D

ES

CR

IP

TIO

N:

SH

EE

T D

ES

CR

IP

TIO

N:

SHEET:

PROJECT NUMBER:

3 MAY 2017

620-1601

P

R

O

F

E

S

S

I

O

N

AL

E

N

G

I

N

E

E

R

LANCE ANDERSON

323733-2202

S

T

A

T

E

OF

U

T

A

H

NO. 5884697-5301

KRISTOFOR L.

KVARFORDT

S

T

A

T

E

OF

U

T

A

H

L

IC

E

N

S

E

D

L

A

N

D

SC

A

P

E

A

R

C

H

I

T

EC

T

NA

R. BARTLETT

K. KVARFORDT

K. KVARFORDT

C-502

NTS


SCALE:

TYP. SEC E - 10' SIDEWALK W/CIP RETAINING WALL (LOW) STA: 17+96.97 to 18+50.00

STA: 19+75.00 to 20+61.57

E

NTS

SCALE:

TYP. SEC E - 10' SIDEWALK W/CIP RETAINING WALL (HIGH) STA: 18+50.00 to 19+75.00

D

NTS

6"

2" CLEAR

2x4 CONTINUOUS

KEYWAY

3/4" RADIUS BOTH SIDES

CONCRETE RETAINING

WALL

SEE TABLE FOR "V" BAR

SIZE AND SPACING

SEE TABLE FOR "S" BAR

SIZE AND SPACING

2" DIAMETER WEEP HOLE

AT 10'-0" O.C. MAXIMUM

SEE TABLE FOR "B" BAR

SIZE AND SPACING

SEE TABLE FOR "S" BARS

SIZE AND SPACING

FILTER FABRIC

FOUNDATION DRAIN.

CONCRETE FOOTING

6"

48" GUARDRAIL

(SURFACE MOUNT)

10'

(2) #4 CONTINUOUS

TOP AND BOTTOM

TOP SOIL/SOD/CONCRETE.

SEE ARCH./CIVIL

12" OF FREE

DRAINING GRAVEL

(2) #4 x CONTINUOUS

1"

1"

"A"

"B"

UNTREATED BASE

COURSE

6"

2" CLEAR

2x4 CONTINUOUS

KEYWAY

3/4" RADIUS BOTH SIDES

CONCRETE RETAINING

WALL

SEE TABLE FOR "V" BAR

SIZE AND SPACING

SEE TABLE FOR "S" BAR

SIZE AND SPACING

2" DIAMETER WEEP HOLE

AT 10'-0" O.C. MAXIMUM

SEE TABLE FOR "S" BARS

SIZE AND SPACING

FILTER FABRIC

FOUNDATION DRAIN.

UNTREATED BASE

COURSE

6"

48" WIREWORKS

GUARD RAIL

(SURFACE MOUNT)

10'

(2) #4 CONTINUOUS

TOP AND BOTTOM

TOP CONCRETE

12" OF FREE

DRAINING GRAVEL

"B"

1"

(2) #4 x CONTINUOUS

1"

"T"

SEE TABLE FOR "B" BAR

SIZE AND SPACING

CONCRETE FOOTING

SCALE:

RETAINING WALL ELEVATION DETAIL

B

1" = 6'

SCALE:

RETAINING WALL ELEVATION DETAIL

A

1" =6'

US FOREST SERVICE LOGAN DISTRICT SEED MIX

COMMON NAME PERCENTAGEPERCENTAGE

Mountain Brome 34.50 345

Bluebunch Wheatgrass

25 250

Slender Wheatgrass

25 250

Idaho Fescue 10 100

Great Basin Wild Rye5 50

Western Yarrow 2 TOTAL IN THE ENTIRE MIX

Rubber Rabbitbrush 0.50 5

1. THE SEEDING MIXTURE IS LISTED IN THE ABOVE TABLE. SEED MIXES SHALL BE PURCHASED BY THE CONTRACTOR THROUGH A

SUPPLIER APPROVED BY THE CONSTRUCTION MANAGER. SUPPLIER APPROVAL MUST BE RECEIVED IN WRITING FROM T HE

CONSTRUCTION MANAGER PRIOR TO PLACING THE SEED ORDER.

2. ALL SEED SHALL BE FURNISHED IN 50 POUND BAGS WITH SCIENTIFIC SEED NAMES, LOT NUMBERS, PERCENT SPECIES IN THE

MIX, NET WEIGHT, PERCENT PURITY, GERMINATION, HARD SEED AND MAXIMUM WEED SEED CONTENT. ONLY SEED CERTIFIED TO

MEET STATE (UDOT) AND U.S. FOREST SERVICE STANDARDS ON NOXIOUS WEEDS SHALL BE USED.

3. SEEDING SHALL BE CONDUCTED IN CONSULTATION WITH THE US FOREST SERVICE SHRUB SCIENCE LABORATORY. WHERE

POSSIBLE USE NATURAL SEED MIXES AND MULCH MATERIAL OF LOCAL ORIGIN. THE CRITERIA FOR SELECTING SPECIES TO PLANT

IN DISTURBED AREAS WILL INCLUDE HARDINESS, COMPATIBILITY WITH WILDLIFE, CAPACITY TO SELF PERPETUATE, ADAPTIVENESS

TO SITE CONDTIONS, AND ROOTING CHARACTERISTICS THAT WILL HELP STABILIZE THE SOIL. THE FOREST SERVICE SHALL REVIEW

THE FOLLOWING SEED MIXTURE PRIOR TO SEEDING ON THE PROJECT SITE.

4. APPLICATION RATES SHALL BE 22 POUNDS PER ACRE.

5. TWO WEEKS PRIOR TO APPLICATION OF SPECIFIED SEED MIX, A USDA FOREST SERVICE PESTICIDE-USE PROPOSAL (REFERENCE

PSM 2150) SHALL BE FILED WITH THE LOGAN RANGER DISTRICT FOR THE APPLICATION OF HERBICIDES FOR THE CONTROL OF

NOXIOUS WEEDS.

6. HERBICIDE SHALL BE A BANVEL 4-W.S. (4 POUNDS ACTIVE INGREDIENT PER GALLON [LBS AI/GAL]) AND 2, 4-D ESTER (4LBS AI/GAL)

MIXTURE WILL BE USED AT 1 PINT TO 2 QUARTS BANVEL/1-2 QUARTS 2, 4-D PER 99 GALLONS AND APPLIED BY BAKPACK SPRAYERS.

SCALE:

US FOREST SERVICE SEED MIX APPLICATION

C

N/A

"H" "B" "T" V-BAR LENGTHS B-BARS S-BARS

ft. ft./in. in. Size

Spacing

Size

Spacing Length

Number Size

Spacing

5 2ft 9in 10

1

4

"0 1'-0"

1

4

"0 1'-0" 2'-4" 8

3

8

"0 1'-0"

6 3ft 4in 10

1

4

"0 0'-7"

1

4

"0 0'-7" 3'-0" 10

3

8

"0 1'-0"

7 3ft 10in 10

3

4

"0 0'-9"

3

4

"0 0'-9" 3'-6" 12

3

8

"0 1'-0"

8 4ft 6in 12

1

2

"0 1'-0"

1

2

"0 1'-0" 4'-2" 13

3

8

"0 1'-0"

9 5 12

1

2

"0 0'-9"

1

2

"0 0'-9" 4'-8" 15

3

8

"0 1'-0"

10 5ft 6in 12

5

8

"0 0'-11"

5

8

"0 0'-11" 5'-2" 16

3

8

"0 1'-0"

TUNNEL BRIDGE SPAN PERSPECTIVE DETAIL

NA

R. BARTLETT

K. KVARFORDT

K. KVARFORDT

C-503

SCALE:

SECTION A-A REINFORCED BRIDGESPAN

B

NTS


DO NOT DISTURB

EXISTING GUARDRAIL

PROTECT IN PLACE

PROVIDE 72" AMERISTAR

"WIREWORKS"

SURFACE MOUNT TO

CURBWALL

PROVIDE POST CAP

COLOR TO MATCH FENCE FINISH

CAST-IN-PLACE REINFORCED

PEDESTRIAN BRIDGE/SPAN

EXISTING

TUNNEL

WING WALL

(DO NOT DISTURB)

EXISTING

TUNNEL

WING WALL

(DO NOT DISTURB)

UNDISTURBED NATIVE

MATERIAL - EXCAVATION

ONLY NECESSARY TO

SET BRIDGE/SPAN

DO NOT DISTURB

EXISTING CART TUNNEL

STRUCTURE

REVEGETATED

SLOPE AREA

CAST IN PLACE CONCRETE

RETAINING WALL

BRIDGE ABUTMENT

CONTRACTOR TO PROVIDE

CAST IN PLACE "FLAIR" FROM

TOP OF RETAINING WALL (7")

TO TOP OF BRIDGE SPAN EDGE (10"

TO BE CAST MONOLITHIC

W/ WALL SYSTEM

10'-0"

5"

9"

10" 1"

6"

4"

12" WALL

12" WALL

72" GUARDRAIL

94.16

94.20

EO 94.44

EXISTING W-BEAM

GUARDRAIL

DISTANCE

VARIES

7"

92.16

EXISTING TUNNEL HEADER

EXISTING GRADE: EXCAVATION ONLY NECESSARY TO SET BRIDGE/SPAN.

DO NOT DISTURB EXISTING CART TUNNEL STRUCTURE.


CAST IN PLACE

CONCRETE

RETAINING WALL,

SEE DETAIL D,

SHEET C-501

#5 BAR @ 4"

#4 BAR @ 12" #8 BAR @ 6"

#4 BAR @ 12"

#5 BAR @ 4"

#4 BAR @ 12"

#4 BAR @ 12"

#8 BAR @ 6"

ENLARGED

DETAIL

8" (T

YP

)

SCALE:

2

NTS

SCALE:

PLANVIEW PEDESTRIAN CONCRETE BRIDGESPAN

A

NTS

44" GUARDRAIL

EDGE OF ASPHALT

EXISTING W-BEAM

GUARDRAIL

EXISTING TUNNEL HEADER

TUNNEL WALLS

EXISTING TUNNEL

WING WALL

C-CC-503

B-BC-503

THICKEN RETAINING WALL

TO MATCH BRIDGE SPAN

THICKEN RETAINING WALL

TO MATCH BRIDGE SPAN

A-AC-503

11.28'

EO 94.44

V BARS TYP

#4 REBAR

SPACED 12"o.c.

4000 P.S.I.

CONCRETE

3

4

" ANGULAR

GRAVEL

(COMPACTED)


94.20

EXISTING W-BEAM

GUARDRAIL

V BARS TYP #4 REBAR

SPACED 12" o.c. TO

EXTEND 7.2"

72" SURFACE MOUNT

AMERISTAR 'WIREWORKS'

GUARDRAIL

EXISTING

WING WALL

APPROVED BY:

DATE:

SCALE:

CHECKED BY:

DESIGN BY:

NO

.:

DA

TE

:D

ES

CR

IP

TIO

N:

SH

EE

T D

ES

CR

IP

TIO

N:

SHEET:

PROJECT NUMBER:

3 MAY 2017

620-1601

P

R

O

F

E

S

S

I

O

N

AL

E

N

G

I

N

E

E

R

LANCE ANDERSON

323733-2202

S

T

A

T

E

OF

U

T

A

H

NO. 5884697-5301

KRISTOFOR L.

KVARFORDT

S

T

A

T

E

OF

U

T

A

H

L

IC

E

N

S

E

D

L

A

N

D

SC

A

P

E

A

R

C

H

I

T

EC

T

SCALE:

BRIDGE ABUTMENT SECTION B-B

C

NTS

SCALE:

BRIDGE ABUTMENT SECTION C-C

D

NTS

24" TYP

UNDISTURBED NATVE MATERIAL

4000 P.S.I

CONCRETE

3

4

" ANGULAR GRAVEL

(COMPACTED)

S BARS TYP #3 REBAR

SPACED 12" o.c.

V BARS TYP #4 REBAR

SPACED 9" o.c.

NATIVE BACKFILL

NATIVE BACKFILL

AS REQUIRED

FROSTLINE

TYP SIDEWALK, SEE DETAIL D,

SHEET C-502

REINFORCED PEDESTRIAN CONCRETE BRIDGE,

SEE DETAIL B, SHEET C-503

V BARS TYP #4 REBAR

SPACED 12" o.c. EXTEND ABOVE

MINIMUM 4" ABOVE ABUTMENT

SLOPE PER PLAN

PROVIDE 1/2" EXPANSION

JOINT TYPICAL

EXTEND MIN. 2" INTO

ADJACENT FLATWORK

APPROVED BY:

DATE:

SCALE:

CHECKED BY:

DESIGN BY:

NO

.:

DA

TE

:D

ES

CR

IP

TIO

N:

SH

EE

T D

ES

CR

IP

TIO

N:

SHEET:

PROJECT NUMBER:

3 MAY 2017

620-1601

P

R

O

F

E

S

S

I

O

N

AL

E

N

G

I

N

E

E

R

LANCE ANDERSON

323733-2202

S

T

A

T

E

OF

U

T

A

H

NO. 5884697-5301

KRISTOFOR L.

KVARFORDT

S

T

A

T

E

OF

U

T

A

H

L

IC

E

N

S

E

D

L

A

N

D

SC

A

P

E

A

R

C

H

I

T

EC

T

NA

R. BARTLETT

K. KVARFORDT

K. KVARFORDT

C-504

10' o.c. RED CEDAR SPLIT RAIL

PRODUCT SUBMITTAL REQUIRED

RED CEDAR TWO-RAIL POST

PRODUCT SUBMITTAL REQUIRED

TAMPED DOWN GRAVEL OR SOIL

RE-PLACED

NATIVE MATERIAL

AS REQUIRED

SCALE:

TYPICAL SPLIT RAIL

C

NTS


2' 3" MIN

1.5

1

COMPACTED

OR UNDISTURBED

NATIVE MATERIAL

10'

1'


SHEET C500

SPLIT RAIL FENCE

SEE DETAIL D

SHEET C504

NATIVE TOPSOIL

RE-PLACED AS REQUIRED

IMPACT AREA

NATIVE TOPSOIL

RE-PLACED AS

REQUIRED

EXISTING VEGETATION

IMPACT AREA

SCALE:

TYP. SEC H - 10' SIDEWALK W/SPLIT RAIL FENCE

STA: 32+84.27 to 36+11.12

A

NTS

SCALE:

TYPICAL WIREWORKS FENCE 6' SURFACE MOUNT

D

NTS

SCALE:

GABION WALL PERSPECTIVE DETAIL

B

NTS

PERFORATED WALL DRAIN TYP EVERY 200'

NATIVE BACKFILL COMACTED IN LIFTS NOT TO

EXCEED 18". COMPACT TO 95% STANDARD PROCTOR

PROCTOR ANALYSIS TO BE CONDUCTED ON

EXCAVATED NATIVE MATERIAL

UNDISTURBED NATIVE

STRAW WATTLE FOR SLOPE

STABILIZATION

NATIVE BROADCAST FOR

RESTORATION AND PLUGS OF NATIVE

WOODY MATERIAL (EX: RUBBER RABBIT

BRUSH/LOW GROW SUMAC)

GOLF COURSE

AMERISTAR 4' WIRE WORKS

FENCE, SEE DETAIL X, SHEET C50X

10' CONCRETE TRAIL

12" COMPACTED ROADBASE

TOPSOIL

3' LIMIT OF IMPACT

FROM OUTSIDE

EDGE OF TRAIL

12' LIMIT OF IMPACT FROM

EDGE OF TRAIL

6%

B

AT

TE

R

SPLIT RAIL

DAYLIGHT UNDER DRAIN

EVERY 200' TYP

STRAW WATTLE FOR

SLOPE STABILIZATION

SCALE:

TYPICAL 48" WIREWORKS FENCE

E

NTS

8' TYP

6'

1

8

" NOM

NOTES:

1. POST SIZE DEPENDS ON FENCE HEIGHT AND WIND LOADS. SEE WIREWORKS PLUS POST SIZING CHART.

2. NUMBER OF ARCHITECTURAL "V" FOLDS VARIES WITH HEIGHT. 4" HEIGHT (2 FOLDS), 6' HEIGHT (3 FOLDS),

AND 8' HEIGHT (4 FOLDS).

TM

POST SIZE VARIES WITH HEIGHT

(SEE WIREWORKS PLUS

POST-SIZING CHART)

TM

REINFORCING ARCHITECTURAL

"V" FOLD. (NOTE: NUMBER OF FOLDS

VARY WITH HEIGHT)

6" SURFACE MOUNT FLANGE

WITH

5

8

" BOLTS

CONCRETE

8' TYP

48"

36"

NOTES:

1. POST SIZE DEPENDS ON FENCE HEIGHT AND WIND LOADS. SEE WIREWORKS PLUS POST SIZING CHART.

2. NUMBER OF ARCHITECTURAL "V" FOLDS VARIES WITH HEIGHT. 4" HEIGHT (2 FOLDS), 6' HEIGHT (3 FOLDS), AND 8' HEIGHT (4 FOLDS).

TM


(SEE WIREWORKS PLUS

POST-SIZING CHART)

TM



VARY WITH HEIGHT)

1

8

" NOM

8' TYP

48"

36"

NOTES:

1. POST SIZE DEPENDS ON FENCE HEIGHT AND WIND LOADS AND INSTALLATION TYPE (FOOTING OR SURFACE MOUNT). SEE WIREWORKS

PLUS POST SIZING CHART.

2. NUMBER OF ARCHITECTURAL "V" FOLDS VARIES WITH HEIGHT. 4" HEIGHT (2 FOLDS), 6' HEIGHT (3 FOLDS), AND 8' HEIGHT (4 FOLDS).

TM


(SEE WIREWORKS PLUS

POST-SIZING CHART)

TM



VARY WITH HEIGHT)

1

8

" NOM

6" SURFACE MOUNT FLANGE

WITH

5

8

" BOLTS - SEE LAYOUT FOR

LOCATIONS

CONCRETE

POST SET IN

CONCRETE FOOTING

SEE LAYOUT FOR LOCATIONS

170501 Canyon Connector_Cover Sheet Revised (Current)-Cover Sheet170501 Canyon Connector_Plan & Profile (Current)-C-100170501 Canyon Connector_Plan & Profile (Current)-C-200170501 Canyon Connector_Plan & Profile (Current)-C-201170501 Canyon Connector_Plan & Profile (Current)-C-202170501 Canyon Connector_Plan & Profile (Current)-C-203170501 Canyon Connector_Plan & Profile (Current)-C-204Canyon Connector_Site Details (Current)-SITE DETAILS C-500Canyon Connector_Site Details (Current)-SITE DETAILS C-501Canyon Connector_Site Details (Current)-SITE DETAILS C-502Canyon Connector_Site Details (Current)-SITE DETAILS C-503Canyon Connector_Site Details (Current)-SITE DETAILS C-504

Documents

ANDSCAP - Revize › loganut › departments...l13 c8 c11 c12 c13 c14 c15 c16 poe: 36+31.45 ... 16+00 see sheet c-201 during clearing and excavation proposed tbc el. to match ex. top