high school - united states army · site location north side of barton road, east of sienna hills...

SITE LOCATION NORTH SIDE OF BARTON ROAD, EAST OF SIENNA HILLS DRIVE

EAGLE POINT, OR 97524

MAP & TAX LOT MAP 35-1W-34BD, TAX LOTS 100 & 200

PROPERTY SIZE 00.84 ACRES (TL 100)11.12 ACRES (TL 200)

COMPREHENSIVE PLAN SINGLE FAMILY RESIDENTIAL

ZONING DISTRICT R-1

SURROUNDING USES SINGLE FAMILY RESIDENTIAL (SOUTH, EAST)COUNTY-RURAL RESIDENTIAL (NORTH, WEST)BARTON ROAD PUBLIC R/W (SOUTH)

LAND USE EXISTING SINGLE FAMILY RESIDENCE (TL 100)VACANT LAND (TL 200)

PROPOSED MULTI-FAMILY RESIDENTIAL (PD) ANDSINGLE FAMILY RESIDENTIAL

PROJECT NAME NORTH BARTON SUBDIVISION

AGENCY APPROVED BY DATE

POWER

TELEPHONE

GAS

CABLE TV

IRRIGATION

DOMESTIC WATER

SANITARY SEWER

STORM DRAINAGE

STREETS

CONSTRUCTION AUTHORIZED TO PROCEED IN ACCORDANCE WITH APPROVED PLANS

BYTITLE

DATE

1. ALL WORK SHALL BE IN CONFORMANCE WITH ALL FEDERAL, STATE, AND LOCAL CODES. SPECIFICATIONS

AND STANDARDS SHALL MEAN, AND ARE INTENDED TO BE, THE LATEST EDITION, AMENDMENT ORREVISION OF SUCH REFERENCE STANDARD IN EFFECT AS OF THE DATE OF THE CONTRACT DOCUMENTS.APPLICABLE CODES INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING

1.1. STATE OF OREGON STRUCTURAL SPECIALTY CODE1.2. STATE OF OREGON PLUMBING SPECIALTY CODE1.3. STATE OF OREGON ELECTRICAL SPECIALTY CODE1.4. STATE OF OREGON FIRE CODE1.5. STATE OF OREGON ONE AND TWO FAMILY DWELLING CODE

CITY OF EAGLE POINT PLANNING REVIEW

SNYDER CREEK DEVELOPMENT LLC

TRAVIS SNYDER, PRINCIPAL

13540 TABLE ROCK ROAD

CENTRAL POINT, OR 97502

TEL: 541-826-6919

COPYRIGHT © 2017. THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF AUSLAND GROUP AND IS NOT TO BE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF AUSLAND GROUP

Ashland

Eugene

Grants Pass

Medford

541.482.0923

541.345.1094

541.476.3788

541.773.3387

DESCRIPTIONREV

DRAWN BY:

CHECKED BY:

APPROVED BY:

DESIGNED BY:

ISSUE DATE:

PHASE:

VER FY SCALES

F NOT ONE INCH ON TH S

SHEET, ADJUST SCALES

ACCORDINGLY

ORIG NAL DRAWING

BAR S ONE INCH

PROJECT #

SE 1/4 OF NW 1/4 OF SEC.34, T.35S., R1W., W.M. CITY OF EAGLE POINT, JACKSON COUNTY, OREGOND

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DESIGNDEVELOPMENT

MILESTONE:

www.AuslandGroup.com

TP

TP

COVER SHEET

AC ASPHALT

AD AREA DRAIN

BOW BOTTOM OF WALL

BOF BOTTOM OF FOOTING

BTF BOTTOM FACE OF CURB

C CURVE

CB CATCH BASIN

CL CENTERLINE

CP CONTROL POINT

DS DOWNSPOUT

DW DRIVEWAY

EOC EDGE OF CONCRETE

EOP EDGE OF ASPHALT

EOG EDGE OF GRAVEL

EG EXISTING GROUND

EX EXISTING

(E) EXISTING

FD FRENCH DRAIN

FG FINISH GRADE

FH FIRE HYDRANT

FL FLOWLINE

GB GRADE BREAK

GTR GUTTER

IE INVERT ELEVATION

L LINE

ME MATCH EXISTING

MON MONUMENT

PAV EDGE OF PAVERS

R RADIUS

RE RIM ELEVATION

R/W RIGHT-OF-WAY

S SLOPE

SD STORM DRAIN

SDCO STORM DRAIN CLEANOUT

SDMH STORM DRAIN MANHOLE

SS SANITARY SEWER

SSCO SANITARY SEWER CLEANOUT

SSMH SANITARY SEWER MANHOLE

STA STATION

SW SIDEWALK

TBM TEMPORARY BENCH MARK

TBR TO BE REMOVED

TFC TOP FACE OF CURB

TOF TOP OF FOOTING

TOP TOP OF SLOPE

TOE TOE OF SLOPE

TOW TOP OF WALL

TYP TYPICAL

WTR WATER

WATER LINE

SANITARY SEWER LINE

STORM DRAIN LINE

GAS LINE

OVERHEAD UTILITY

UNDERGROUND ELECTRIC

CABLE TELEVISION LINE

FENCE

EXISTING

CENTERLINE

PROPOSED

PROPERTY LINE

EASEMENT BOUNDARY

EDGE OF PAVEMENT

EXISTING PROPOSEDSYMBOLSWATER METER

WATER VALVE

FIRE HYDRANT

AIR/VACUUM RELEASE

SEWER MANHOLE

CLEAN OUT

STORM MANHOLE

STORM INLETS

LIGHT POLE

FIBER OPTIC LINE

TELEPHONE LINE

D

H

UTILITY POLE

CONCRETE

ASPHALT

GRAVEL

GRASS / LANDSCAPING

PAVERS

EXISTING PROPOSEDTYPE

SIGN

LINE LEGEND

SYMBOL LEGEND

MATERIAL LEGEND

ABBREVAITIONS

CONTACT: TODD POWELL, P.E.

3935 HIGHLAND AVENUE

GRANTS PASS, OR 97526

TEL: 541-476-3788

CONTACT: ANDY AUSLAND, PLS



TEL: 541-476-3788

CONTACT: KELSY AUSLAND, P.E.



TEL: 541-476-3788

G1.0 COVER SHEET

C1.0 EXISTING CONDITIONS

C2.0 TENTATIVE SUBDIVISION PLAN

C3.0 PLANNED DEVELOPMENT SITE PLAN

C4.0 PRELIMINARY GRADING & DRAINAGE PLAN

C5.0 PRELIMINARY ROAD LAYOUT

C5.1 PRELIMINARY SIENNA HILLS DRIVE PLAN & PROFILE

C5.2 PRELIMINARY ROAD "A" PLAN & PROFILE

C5.3 PRELIMINARY ROAD "B" PLAN & PROFILE

C5.4 PRELIMINARY ROAD "C" PLAN & PROFILE

C5.5 PRELIMINARY ROAD "D" PLAN & PROFILE

C6.0 PRELIMINARY UTILITY PLAN

C7.0 CONCEPTUAL LANDSCAPE PLAN

NORTH BARTONSUBDIVISION

EAGLE ROCK

ELEMENTARY

EAGLE POINT

MIDDLE SCHOOL

EAGLE POINT

HIGH SCHOOL

EAGLE POINT

CITY CENTER

Kaiser Surveying Phone: (541) 878 399519754 Highway 62 Bary D. Kaiser Fax: (541) 878 3935Eagle Point, OR 97524 R.P.L.S. ORE. 52923 E mail: [email protected]

PROPERTY-LINE-ADJUSTEMENT, CITY OF EAGLE POINT (PA 16-04:Kellerman/Mcfall)DESCRIPTION OF ADJUSTED TAX LOT No. 351W 34BD- 200

FOR WIN AND JOE'S LLC

Commencing at a 5/8" rebar with plastic cap found set for the Southeast corner of Lot 22 of EAGLE POINT

MEADOWS, a recorded subdivision located in Jackson County, Oregon; thence along the Southerly Boundary of said

Lot 22 also being the Northerly right-of-way line of Barton Road, South 89° 59' 45" West (record= South 89° 59'

West), 15.00 feet to a 5/8" rebar with plastic cap set for THE TRUE POINT OF BEGINNING; thence leaving said

boundary on a line 15.00 feet Westerly of and parallel with the Easterly boundary of said Lot 22, North 0° 14' 31" East,

680.55 feet to a 5/8" rebar with plastic cap set at a point 15.00 feet Southerly when measured at a right angle to the

Northerly boundary of said Lot 22; thence on said line 15.00 feet Southerly of Northerly boundary of said Lot 22,

South 89° 58' 31" West, 275.00 feet to a 5/8" rebar with plastic cap set; thence South 0° 14' 31" West, 85.00 feet to a

5/8" rebar with plastic cap set; thence South 89° 58' 31" West, 105.30 feet to a 5/8" rebar with plastic cap set; thence

South 87° 25'52" West, 112.634 feet to a 5/8" rebar with plastic cap set; thence North 0° 14' 31" East, 105.00 feet to a

5/8" rebar with plastic cap set on the Northerly boundary of Lot 23 of said EAGLE POINT MEADOWS; thence along

said Lot 23 boundary to and along the Northerly boundary of Lot 25 of said EAGLE POINT MEADOWS, South 89°

58' 31" West (record= South 89° 59' West), 223.65 feet to a 5/8" rebar with plastic cap set; thence South 0° 15' 14"

West, 153.00 feet to a 5/8" rebar plastic cap set for a reference monument; thence continuing South 0° 15' 14" West,

194.65 feet to intersect the Southerly boundary of said Lot 25; thence along said Lot 25 boundary, South 89° 59' 08"

West (record= South 89° 59' West), 64.34 feet; thence leaving said boundary, South 0° 15' 14" West, 10.00 feet to a

5/8" rebar with plastic cap set for a reference monument; thence continuing South 0° 15' 14" West, 337.635 feet to a

5/8" rebar with plastic cap set on the Northerly right-of-way line of said Barton Road; thence along said Barton Road

line, North 89°59' 45" East (record= North 89° 59' East), 674.93 feet to a 5/8" rebar with plastic cap set; thence North

0°14' 31" East, 112.00 feet to a 5/8" rebar with plastic cap set; thence North 89° 59' 45" East, 70.914 feet to a

5/8" rebar with plastic cap set; thence 31.502 feet along the arc of a 20.00 foot radius curve to the right (long chord

bears South 44° 52' 52" East, 28.345 feet) to a 5/8" rebar with plastic cap set; thence South 0° 14' 31" West, 72.00 feet

to a 5/8" rebar with plastic cap set; thence 31.33 feet along the arc of a 20.00 foot radius curve to the right (long chord

bears South 45° 07' 08" West, 28.223 feet) to intersect the said Barton Road line at a 5/8" rebar with plastic cap set;

thence along said Barton Road line, North 89° 59' 45" East, 34.914 feet to THE TRUE POINT OF BEGINNING.

LEGAL DESCRIPTION

WIN AND JOE'S LLC

ATTN: JOSEPH KELLERMAN

14 NORTH CENTRAL AVENUE, STE. 104

MEDFORD, OR 97501

TEL: 541-779-8900

N

NORTH BARTON

SUBDIVISION

PROPOSED

NWP-2017-292 of 15 Enclosure

C1.0

AERIAL PHOTO

SHEET NUMBER


Ashland

Eugene

Grants Pass

Medford

541.482.0923

541.345.1094

541.476.3788

541.773.3387

DESCRIPTIONREV

DRAWN BY:

CHECKED BY:

APPROVED BY:

DESIGNED BY:

ISSUE DATE:

PHASE:

VER FY SCALES



ACCORDINGLY

ORIG NAL DRAWING

BAR S ONE INCH

PROJECT #


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DESIGNDEVELOPMENT

MILESTONE:


TP

TP

TL 400

TL 100

0.84 ACRE±

15

15'

NOT-A-PART

TL 200

11.12 ACRES±

TL 300

NOT-A-PART

TL 501

NOT-A-PART

TL 503

NOT-A-PART

TL 500

NOT-A-PART

TL 502

NOT-A-PART

TL 7500

NOT-A-PART

B A R T O N R O A D B A R T O N R O A D

TL 700

NOT-A-PART

TL 600

NOT-A-PART

TL 601

NOT-A-PART

TL 602

NOT-A-PART

TL 603

NOT-A-PART

TL 604

NOT-A-PART

TL 500

NOT-A-PART

TL 1400

NOT-A-PART

TL 800

NOT-A-PART

TL 2400

NOT-A-PART

TL 2500

NOT-A-PART

EXTERIOR BOUNDARY OF

PROPOSED NORTH BARTON

SUBDIVISION



SUBDIVISION



SUBDIVISION

TL

1

00

S

IE

N

N

A

H

IL

L

S

D

R

.

SCALE: 1" = 50' (24x36) 1" = 100' (11x17)

EXISTING CONDITIONSN

N 89 58'31" E

223.65'

507.80'

N0

°1

4'3

1"E

1

05

.0

0'

S87°25'52"W

112.6

3'

S89°58'31"W 105.30'

S0

°1

4'3

1"W

8

5.0

0'

S89 58'31"W 275.00'

N0

°1

4'3

1"E

6

80

.5

5'

N0

°1

4'3

1"E

6

95

.5

5'

S89 59'45"W

49.914'

S0

°1

4'3

1"W

7

2.0

0'

N89 59'45"E 70.914'

N0

°1

4'3

1"E

1

12

.0

0'

=90 14'46"

R=20.00'

L=31.502'

=89 45'14"

R=20.00'

L=31.33'

S 89 59'45" W 674.93'

S 0

°1

5'1

4" W

3

47

.6

35

'

S89 59'06"W 64.34'

N 0

°1

5'1

4" E

3

47

.6

5'

LOT L

INES T

O B

E ADJUSTED

PER THIS TENTATIVE MAP

LOT LINE TO BE OBLITERATED

LO

T L

IN

E T

O B

E O

BL

IT

ER

AT

ED

2016 AERIAL PHOTOGRAPHY

0 50 100

1" 50'

C I T Y L I M I T S C I T Y L I M I T SC I T Y L I M I T S

60' R/W

60' R/W

60' R/W

6

0

' R

/W

EXISTING STRUCTURES

TO REMAIN ON TL 100

EXISTING SHED

TO BE REMOVED

EXISTING DRIVEWAY TO

TL 400 TO REMAIN

EXISTING DRIVEWAY TO

TL 100 TO BE REMOVED

EASEMENT AND RIGHT-OF-WAY,

10 FEET IN WIDTH, FOR AN

UNDERGROUND ELECTRIC

DISTRIBUTION LINE. LOCATION

APPROXIMATE.

GRANTED TO: PACIFICORP

RECORDED: JULY 19, 1995

INSTRUMENT No.: 95-19542

ACCESS AND UTILITY AGREEMENT

RECORDED: AUGUST 17, 2009

INSTRUMENT No.: 2009-031930

SHED

RESIDENCE

GARAGE

RESIDENCE

EXISTING DRAINAGE COURSE

EAGLE POINT IRRIGATION

DISTRICT CHANNEL

DRAINAGE BASIN

OUTLET CHANNEL

DRAINAGE BASIN

OUTLET CONTROL

STRUCTURE

W

E

T

L

A

N

D

W

E

T

L

A

N

D

TENTATIVE WETLAND BOUNDARY

PER FIELD SURVEY CONDUCTED

BY TERRA SCIENCE FEB 17, 2017

EXISTING DRAINFIELD EASEMENT

AREA BENEFITTING TL 400.

DRAINFIELD TO BE ABANDONED

PER DEQ REGULATIONS. TL 400

IS TO BE CONNECTED TO NORTH

BARTON SUBDIVISION UTILITIES.

TO REMAIN

TO REMAIN

TO REMAIN

EXISTING 12"

WATER MAIN

EXISTING 10"

SEWER MAIN

EXISTING

OVERHEAD

ELECTRIC

EXISTING 12"

WATER MAIN

EXISTING 8"

SEWER MAIN

EXISTING

SSMH

EXISTING (3)

36" CULVERTS

EXISTING

HYDRANT

EXISTING

HYDRANT

EXISTING

HYDRANT

EXISTING

SSMH

EXISTING

SSMH

EXISTING

UTILITY POLE

EXISTING

UTILITY POLE

EXISTING

UTILITY POLE

EXISTING

UTILITY POLE

EXISTING

UTILITY POLE

(137

0)

(137

5)

(136

5)

(136

0)

(135

5)

(1350)

(1350)

(1355)

(1360)

(1365)

(1370)

(1375)

(1345)

(1360)

(1365)

(1370)

(1360)

(1355)

(1365)

(1370

)

(136

5)

(136

0)(137

5)

(135

5)

(1355)

(1360)

(1365)

(1370)

(1365

)

(137

0)

(1375)







EXISTING DRAINAGE BASIN

EXTENT OF OPEN WATER




1

23456789

10

11

12 13 14 15 16 17 18

19 20

21

22

23

2425

26

27

28

29

30

31

32

33

34

3536

37

38

39

40

41

42

43 44

45

46

47

48 49 50

515253

54 55

54.82'

36

.8

0'

36

.5

3'

31

.5

8'

31

.5

8'

43

.6

2'

83

.8

8'

7

7

.

5

5

'

16.95'

6

2

.

5

2

'

36.58'

79

.0

7'

36.58'

66

.7

4'

33.38'

N0

0° 0

1' 2

9"W

66

.6

7

36.58' 36.58'

36

.5

0'

31

.5

8'

13

.7

8

54.83'

54.82'

54.82'

36

.7

5'

31

.5

8'

43

.6

6'

24.69'

11

2.0

0'

72.50 72.50 72.50' 72.50

10

0.0

0'

72.50'

10

0.0

0'

10

0.0

0'

10

0.0

0'

7

3

.5

4

'

72.50' 72.50'

69.86'

100.00'

100.00'

100.00'

9

9

.

6

7

'

19

.9

9'

36

.5

8'

36

.5

8'

45

.9

4

16

.2

6'

36

.5

8'

36

.5

8'

15

.1

1

40.14' 60.00' 39.86'

69

.8

6'

70.00'

10

0.0

0'

10

0.0

0'

70

.1

4'

36

.9

1'

64.52'

64

.5

4'

70.00'

101.09' 101.09'

6

5

.4

3

'

2

8

.

3

9

'

111.78' 111.78'

64

.5

0'

64

.5

0'

6

7

.1

0

'

6

9

.

7

4

'

29

.3

8'

59.80' 60.00' 60.00' 70.00'

39.87' 27.37'

20.37' 40.13'

70

.1

3'

10

0.0

0'

10

9.0

0'

1

0

0

.

0

0

'

1

0

0

.

0

0

'

1

0

0

.

0

0

'

6

1

.

6

3

'

36.58'

5

7

.

7

3

'

3

6

.

5

8

'

3

6

.

5

0

'

3

2

.

8

1

'

25.45'36.58'36.58'36.58'36.58'

10

0.0

0'

10

0.0

0'

10

0.0

0'

10

0.0

0'

10

0.0

0'

10

0.0

0

10

0.0

0'

62.50' 36.58' 36.58'62.50'106.80'

31

.9

7'

29.99' 62.50' 62.50'

10

0.0

0'

41.97' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 46.99'

10

3.5

0'

10

3.0

0'

10

3.0

0'

10

3.0

0'

10

3.0

0'

10

3.0

0'

10

3.0

0

03

.0

0'

10

3.0

0'

35 85' 60 00' 60 00' 60 00' 60 00' 60 00' 60 00' 60 00' 60 00'

13

4.3

2'

S89°44'46"E

54.82'

N

5

3

°

5

7

2

7

"

E

6

8

.

0

2

N

2

8

°

2

3

'

3

8

"

E

6

4

.

7

2

'

N10°12'44"E

20.32'

S89°44'46"E

54.82'

N89°58'31"E

N0

0°0

1'2

9"W

10

6.4

5'

N89°58'31"E

N0

0°0

1'2

9"W

66

.6

7

N0

0°1

5'1

4"E

S

6

1

°

3

6

1

7

"

E

N0

0°1

4'3

1"E

N0

0°1

4'3

1"E

N89°58 31 E

36.58'

47.60'

114.00'

N0

0°1

4'3

1"E

N

8

0

°3

5

0

6

"E

N89°58'31"E

N89°58 31"E

N0

0°1

4'3

1"E

N0

0°1

4'3

1"E

N0

0°1

4'3

1"E

N

2

2

°

2

1

'0

2

"

E

N0

0°1

4'3

1"E

N89°59'45"E

N89°59'45"E

60.00'

S89°58'31"W

N89°59'45"E

N89°59'45"E

N89°59'45"E

N

1

6

°

0

0

'0

3

"

E

N

0

9

°3

8

2

2

"E

N01°12'44"E

N0

0°1

43

1"E

N0

0°1

4'3

1"E

N89°58'31"E

217.80'

731.45'

11

2.0

0'

N89°58 31"E

2 7 80

N0

0°1

43

1"E

N0

0°1

4'3

1"E

10

4.8

3'

N0

0°1

43

1"E

19

.8

6'

N

2

2

°

2

1

'0

2

"

E

3

6

.

5

8

'

3

6

.

6

0

'

2

7

.

8

2

'

2.68'

S

7

1

°

0

6

2

2

"

E

S89°59 45 W 352.30'

N

2

2

°

2

1

0

2

"

E

N0

01

4'3

1"E

S

6

7

°

3

8

'5

8

"

E

S

6

7

°

4

2

'3

7

"

E

S

6

7

°

3

8

'5

8

"

E

S

7

1

°

4

9

0

5

"

E

S89°45'29"E

S89°45'29"E

S89°45 29"E

N89°58'31"E

N0

0°1

4'3

1"E

S0

0°0

0'1

5"E

S0

00

0'1

5"E

S0

0°0

0'1

5"E

N0

0°0

0'1

5"W

N0

0°0

0'1

5"W

N0

0°0

0'1

5"W

S0

0°1

51

4"W

34

7.6

3'

86

.7

1

94

63

'

34

7.6

5'

N89°59'45"E

N89°59'45"E

S89°59'44"W 674.93'

18.70'

20 00'

20 00'

20.00'

20 00'

40.83'

36.58'

S89°59'08"W

64 34'

N0

0°1

51

4"E

S0

0°1

4'3

1"W

S

4

0

°

2

7

'

5

0

"

E

7

5

.

4

6

'

N89°58'31"E

271.34'

N89°58'31"E

245.00'

N0

0°1

4'3

1"E

16

1.7

9'

N

2

2

°

2

1

'0

2

"

E1

0

0

.

8

1

'

N0

0°1

43

1"E

79

.6

2'

N89°59'45"E

122.46'

N89°59'45"E

109.65'

N0

0°1

4'3

1"E

57

05

0

N89°59'45"E

434.95'

7.00'

5.00

C1

C

2

C3

C

4

C

3

3

C

5

C

6

C

7

C

8

C

9

C

1

0

C

1

1

C

12

C

1

3

C

1

C

1

5

C

1

6

C17

C

1

8

C

1

9

C

2

0

C21

C

2

2

C

2

3

C

2

4

C

2

5

C

26

C27

C28

C

2

9

C

3

0

C

3

1

C32

C

3

4

C35

C

36

C

3

7

C

3

8

C

3

9

=

3

4

°

2

4

0

8

"

=

1

4

°

5

1

0

2

"

13

19

5'

43

8.5

5'

7.00

2 00'

15.00'

N0

0°0

0'1

5"W

45

.0

0

LOT TABLE

LOT #

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

45

46

47

48

49

50

51

52

53

54

55

AREA(SF)

6519

6182

6180

6180

6180

6180

6180

6180

6700

4578

8550

6250

6250

3658

3658

3658

3658

4859

7269

6495

6065

6809

7798

6865

6771

7469

4347

3658

3655

3637

3553

3658

3658

4422

2439

2439

2597

3481

3519

4415

3495

1732

2010

2008

1732

2206

7685

7250

7250

7250

6805

6000

6809

6433

6487

AREA(AC)

0.150

0.142

0.142

0.142

0.142

0.142

0.142

0.142

0.154

0.105

0.196

0.143

0.143

0.084

0.084

0.084

0.084

0.112

0.167

0.149

0.139

0.156

0.179

0.158

0.155

0.171

0.100

0.084

0.084

0.084

0.082

0.084

0.084

0.102

0.056

0.056

0.060

0.080

0.081

0.101

0.080

0.040

0.046

0.046

0.040

0.051

0.176

0.166

0.166

0.166

0.156

0.138

0.156

0.148

0.149

Curve Table

Curve #

C1

C2

C3

C4

C5

C6

C7

C8

C9

C10

C11

C12

C13

C14

C15

C16

C17

C18

C19

C20

C21

C22

C23

C24

C25

C26

C27

C28

C29

C30

C31

C32

C33

C34

C35

C36

C37

C38

C39

Length

32.482

28.724

13.022

53.873

45.392

50.344

114.010

42.896

36.131

26.048

46.995

30.476

36.860

12.149

36.085

47.264

3.204

39.113

22.594

24.179

3.640

47.264

46.984

47.264

46.995

40.037

32.997

32.997

47.253

48.233

39.843

27.684

38.466

171.925

36.833

36.833

43.250

57.880

57.880

Radius

130.000

170.000

170.000

30.000

30.000

30.000

170.000

170.000

230.000

30.000

30.000

175.000

175.000

125.000

125.000

30.000

70.000

70.000

70.000

30.000

30.000

30.000

30.000

30.000

30.000

170.000

130.000

130.000

30.000

125.000

175.000

175.000

230.000

200.000

150.000

150.000

50.000

150.000

150.000

Delta

014°18'58"

009°40'52"

004°23'20"

102°53'23"

086°41'33"

096°09'02"

038°25'30"

014°27'26"

009°00'03"

049°44'52"

089°45'14"

009°58'41"

012°04'05"

005°34'07"

016°32'24"

090°16'00"

002°37'20"

032°00'52"

018°29'36"

046°10'44"

006°57'04"

090°16'00"

089°44'00"

090°16'00"

089°45'14"

013°29'38"

014°32'34"

014°32'34"

090°14'46"

022°06'31"

013°02'41"

009°03'50"

009°34'57"

049°15'11"

014°04'09"

014°04'09"

049°33'39"

022°06'31"

022°06'31"

C2.0TENTATIVE

PLAN

SHEET NUMBER


Ashland

Eugene

Grants Pass

Medford

541.482.0923

541.345.1094

541.476.3788

541.773.3387

DESCRIPTIONREV

DRAWN BY:

CHECKED BY:

APPROVED BY:

DESIGNED BY:

ISSUE DATE:

PHASE:

VER FY SCALES



ACCORDINGLY

ORIG NAL DRAWING

BAR S ONE INCH

PROJECT #


raw

ing N

am

e V

\P

rojects - C

urrent\16-0718 S

nyder B

arton R

d\2. D

esign\2.5 D

esign P

hase\b. D

esign D

evelopm

ent\c. W

orking D

raw

ings\S

BR

D C

ivil S

heets.dw

g Last S

ave

M

arch 2, 2017 8

55 A

M P

lot D

ate

M

arch 2, 2017 9

43 A

M B

y Jonathan G

oldstien

O

N

BA

RTO

N R

OA

DEA

GLE

PO

INT,

OR

MA

P 35

-1W

-34B

D T

AX

LOTS

100

& 2

00

JG

JG

MARCH 3, 2017

-

16-0718

DESIGNDEVELOPMENT

MILESTONE:


TP

TP

SCALE: 1" = 50' (24x36) 1" = 100' (11x17)

TENTATIVE SUBDIVISION MAPN

0 100 200

1" 100'

TL 400

NOT-A-PART

TL 300

NOT-A-PART

TL 501

NOT-A-PART

TL 503

NOT-A-PART

TL 500

NOT-A-PART

TL 502

NOT-A-PART

TL 7500

NOT-A-PART

B A R T O N R O A D

TL 700

NOT-A-PART

TL 600

NOT-A-PART

TL 601

NOT-A-PART

TL 602

NOT-A-PART

TL 603

NOT-A-PART

TL 604

NOT-A-PART

TL 500

NOT-A-PART

TL 800

NOT-A-PART

TL 2400

NOT-A-PART

TL 2500

NOT-A-PART

SIE

NN

A

S89 59'51 E

49.91'

S0

°1

4'3

1"W

7

2.0

0'

N89 59'45"E 70.914'

=90 14'46"

R=20.00'

L=31.502'

=89 45'14"

R=20.00'

L=31.33'

PHASE 2

PHASE 1

P

H

A

S

E

2

P

H

A

S

E

1

C I T Y L I M I T S C I T Y L I M I T S

S

I

E

N

N

A

R O

A D

" A

"

R

O

A

D

"

B

"

R O A D " C "

FU

TU

RE

A

LIG

NM

EN

T S

IE

NN

A H

IL

LS

D

RIV

E

50

R

OW

40

' R

OW

50' ROW

50' RO

W

60' R

OW

50

' R

OW

40' R

OW

32'

1

2

ROW

TL 100

0.56 ACRE±

R O A D " C "

R O

A

D

" B

"

R O A D " A "

R O

A

D

"D

"

R O

A

D

"D

"

D

R

I V

E

ST

RE

ET

P

LU

G

LOT 10 WILL NOT BE

DEVELOPED UNTIL SUCH TIME

THAT THE ADJACENT PARCEL

TO THE WEST IS DEVELOPED

TL 7403

NOT-A-PART

TL 7404

NOT-A-PART

TL 7412

NOT-A-PART

TL 7413

NOT-A-PART

TL 7421

NOT-A-PART

TL 1300

NOT-A-PART

TL 1400

NOT-A-PART

TL 1200

NOT-A-PART

50

'

RO

W

50

'

RO

W

20

'

RO

W

NOTTINGHAM

TRAIL

SHEFFIELD

DRIVE

ALLEY

60

' R

/W

60

' R

/W

6

0

' R

/W

EXISTING STORM DRAINAGE BASIN

AND PROPOSED DRAINAGE

EASEMENT TO BE DEDICATED TO

THE CITY OF EAGLE POINT.

AREA = 2.14 ACRES±

N0

°1

4'3

1"E

1

12

.0

0'

H

I

L

L

S

LOT LIN

E TO B

E

OBLIT

ERATED

LOT LINE TO BE

OBLITERATED

2332.33 SF PORTION

OF TL 200 TO BE

ADDED TO TL 100

14558.20 SF PORTION

OF TL 100 TO BE

ADDED TO TL 200

CENTER OF

CUL-DE-SAC

LOT LINE OBLITERATEDTO BE

LO

T L

IN

E

OB

LIT

ER

AT

ED

TO

B

E

HILLS

D

R

.

30

'3

0'

P

H

A

S

E

2

P

H

A

S

E

1

ST

RE

ET

P

LU

G

3' LANDSCAPE STRIP

TO BE DEDICATED TO THE

CITY OF EAGLE POINT


C3.0DEVELOPMENT

SITE PLAN

SHEET NUMBER


Ashland

Eugene

Grants Pass

Medford

541.482.0923

541.345.1094

541.476.3788

541.773.3387

DESCRIPTIONREV

DRAWN BY:

CHECKED BY:

APPROVED BY:

DESIGNED BY:

ISSUE DATE:

PHASE:

VER FY SCALES



ACCORDINGLY

ORIG NAL DRAWING

BAR S ONE INCH

PROJECT #


raw

ing N

am

e V

\P

rojects - C

urrent\16-0718 S

nyder B

arton R

d\2. D

esign\2.5 D

esign P

hase\b. D

esign D

evelopm

ent\c. W

orking D

raw

ings\S

BR

D C

ivil S

heets.dw

g Last S

ave

M

arch 2, 2017 8

55 A

M P

lot D

ate

M

arch 2, 2017 9

43 A

M B

y Jonathan G

oldstien

O

N

BA

RTO

N R

OA

DEA

GLE

PO

INT,

OR

MA

P 35

-1W

-34B

D T

AX

LOTS

100

& 2

00

JG

JG

MARCH 3, 2017

-

16-0718

DESIGNDEVELOPMENT

MILESTONE:


TP

TP

SCALE: 1" = 40' (24x36) 1" = 80' (11x17)

PLANNED DEVELOPMENT SITE PLANN

0 100 200

1" 100'

PHASE 2

PHASE 1

10 9 8 7 6 5 4 3 2

R O A D " A "

R O A D " A "

R O

A

D

" B

"

R O

A

D

" B

"

R O A D " C "

R O A D " C "

TL 100

0.56 ACRE±

43

42

41

40

39

38 37

3635

44

45

46

47

34

33

32

31

30

29

28

27

1817161514

1312

11

19

26

25

54

53

53.3'

5.0'

5.0'

DUPLEX

ATTACHED

SINGLE FAMILY

TOWNHOUSE

5.0'

DUPLEX

ATTACHED

SINGLE FAMILY

TOWNHOUSE

53.3'

48.3'

5.0'

5.0'

8

.

0

20'

19.0'

5

.

0

'

5

.

0

'

5

.

0

'

5.3

'

13

.9

7

.

0

'

52.0'

5.0'

5.0

'

20.0'

4.6

'

5.0'

20

.0

'

20

.0

'

5.0'

5.0'

20

.8

'

2

0

.

0

'

2

1

.

3

'

50

.9

'

D

U

P

L

E

X

A

T

T

A

C

H

E

D

S

I

N

G

L

E

F

A

M

I

L

Y

T

O

W

N

H

O

U

S

E

DU

PL

EX

AT

TA

CH

ED

SIN

GL

E F

AM

IL

Y

TO

WN

HO

US

E

DU

PL

EX

AT

TA

CH

ED

SIN

GL

E F

AM

IL

Y

TO

WN

HO

US

E

53.3'

5

3

.

3

'

5

3

.

3

'

20.0'

2

0

.

0

'

2

0

.

0

'

20'

20'

2

2

.

9

'

DETACHED

SINGLE FAMILY

TOWNHOUSE

DUPLEX

ATTACHED

SINGLE FAMILY

TOWNHOUSE

DUPLEX

ATTACHED

SINGLE FAMILY

TOWNHOUSE

20

.0

'

D

U

P

L

E

X

A

T

T

A

C

H

E

D

S

I

N

G

L

E

F

A

M

I

L

Y

T

O

W

N

H

O

U

S

E

TR

IP

LE

X

AT

TA

CH

ED

SIN

GL

E F

AM

IL

Y

TO

WN

HO

US

E

TR

IP

LE

X

AT

TA

CH

ED

SIN

GL

E F

AM

IL

Y

TO

WN

HO

US

E

20

.1

'

58

.7

'

3

6

.

4

'

5.0'

2

0

.

1

'

18.2'10.0'

10.0' 18.2'

45

.0

' 25

.4

'

5.0

'

5.1

'

R

=

4

8

0

'

18.2' 10.0'

12.0' 10.0'

12

.1

'

P

H

A

S

E

2

P

H

A

S

E

1

TL 501

40'

ROW

24'

PVMT

NOT-A-PART

TL 503

NOT-A-PART

TL 500

NOT-A-PART

TL 300

NOT-A-PART

FU

TU

RE

A

LIG

NM

EN

T S

IE

NN

A H

IL

LS

D

RIV

E

DETACHED

SINGLE FAMILY

RESIDENCE

DETACHED

SINGLE FAMILY

RESIDENCE

DETACHED

SINGLE FAMILY

RESIDENCE

DETACHED

SINGLE FAMILY

RESIDENCE

DETACHED

SINGLE FAMILY

RESIDENCE

DETACHED

SINGLE FAMILY

RESIDENCE

DETACHED

SINGLE FAMILY

RESIDENCE

DETACHED

SINGLE FAMILY

RESIDENCE

DETACHED

SINGLE FAMILY

RESIDENCE

DETACHED

SINGLE FAMILY

RESIDENCE

DETACHED

SINGLE FAMILY

RESIDENCE

DETACHED

SINGLE FAMILY

RESIDENCE

DETACHED

SINGLE FAMILY

RESIDENCE

DETACHED

SINGLE FAMILY

RESIDENCE

DETACHED

SINGLE FAMILY

RESIDENCE

DETACHED

SINGLE FAMILY

RESIDENCE

DETACHED

SINGLE FAMILY

RESIDENCE

D

U

P

L

E

X

A

T

T

A

C

H

E

D

S

I

N

G

L

E

F

A

M

I

L

Y

T

O

W

N

H

O

U

S

E

EXISTING

DETACHED

SINGLE FAMILY

RESIDENCE

DETACHED

SINGLE FAMILY

RESIDENCE

18

48

DETACHED

SINGLE FAMILY

RESIDENCE

50' R/W

28' PVMT

28' P

VM

T

5

0

' R

/W

50

' R

/W

28

' P

VM

T

SCALE: Not to Scale

TYPICAL DUPLEX TOWNHOUSENOTE TRIPLEX TOWNHOUSES TO BE OF SAME DESIGN

SCALE: Not to Scale

TYPICAL DETACHED SINGLE FAMILY RESIDENCE

NO ON-STREET

PARKING ON 24'

WIDE ROADS

NO ON-STREET

PARKING IN

CUL-DE-SAC

(2) 9'x18' PARKING

STALLS (Typ., 3)

EXISTING STORM DRAINAGE BASIN AND

PROPOSED DRAINAGE EASEMENT AREA

S

I

E

N

N

A

D

R

I V

E

H

I

L

L

S


23456789

10

11

12 13 14 15 16 7 18

1920

21

22

23

2425

26

27

28

29

30

31

32

33

34

3536

37

38

39

40

41

42

43 44

45

46

47

48 49 50

515253

54 55

C4.0PRELIMINARY

GRADING & DRAINAGE

SHEET NUMBER


Ashland

Eugene

Grants Pass

Medford

541.482.0923

541.345.1094

541.476.3788

541.773.3387

DESCRIPTIONREV

DRAWN BY:

CHECKED BY:

APPROVED BY:

DESIGNED BY:

ISSUE DATE:

PHASE:

VER FY SCALES



ACCORDINGLY

ORIG NAL DRAWING

BAR S ONE INCH

PROJECT #


raw

ing N

am

e V

\P

rojects - C

urrent\16-0718 S

nyder B

arton R

d\2. D

esign\2.5 D

esign P

hase\b. D

esign D

evelopm

ent\c. W

orking D

raw

ings\S

BR

D C

ivil S

heets.dw

g Last S

ave

M

arch 2, 2017 8

55 A

M P

lot D

ate

M

arch 2, 2017 9

43 A

M B

y Jonathan G

oldstien

O

N

BA

RTO

N R

OA

DEA

GLE

PO

INT,

OR

MA

P 35

-1W

-34B

D T

AX

LOTS

100

& 2

00

JG

JG

MARCH 3, 2017

-

16-0718

DESIGNDEVELOPMENT

MILESTONE:


TP

TP

STORM DRAIN

CATCH BASIN

STORM DRAIN

CATCH BASIN

STORM DRAIN

CATCH BASIN

STORM DRAIN

STORM DRAIN

PROPOSED STORM DRAIN

OUTFALL TO DRAINAGE BASIN

STORM DRAIN

CATCH BASIN

STORM DRAIN

MANHOLE

STORM DRAIN

CATCH BASIN

STORM DRAIN

CATCH BASIN

STORM DRAIN

STORM DRAIN

MANHOLE

STORM DRAIN

CATCH BASIN

STORM DRAIN

CATCH BASIN

STORM DRAIN

CATCH BASIN

STORM DRAIN

CATCH BASIN

STORM DRAINAGE BASIN

AND DRAINAGE EASEMENT

APPROX. AREA = 2.14± AC.

(3) EXISTING 36"Ø CULVERTS

STORM DRAIN

STORM DRAIN

STORM DRAIN

CATCH BASIN

STORM DRAIN

SCALE: 1" = 50' (24x36) 1" = 100' (11x17)

PRELIMINARY GRADING & DRAINAGE PLANN

0 50 100

1" 50'


96'Ø PAVING

PER FIRE CODE

P

H

A

S

E

2

P

H

A

S

E

1

PHASE 2

PHASE1

SEE SHEET C2.0 FOR LIMITS


INLET TO COLLECT

OFFSITE DRAINAGE

1.8% HIG

H

LOW

1.8%

2.5%

STORM DRAIN

CATCH BASIN

STORM DRAIN

MANHOLE

STORM DRAIN

MANHOLE

1.4%

ROAD GRADE

(Typ.)

0.5%

1.1%

1.9%

1.0%

3.6%

STORM DRAIN

MANHOLE

STORM DRAIN

CATCH BASIN

LOW

STORM DRAIN

CATCH BASIN

2.6%5.4%1.7%3.5%

STORM DRAIN

MANHOLE

5.5%

5%

1.4%

ROAD GRADE

(Typ.)

(137

0)

(137

5)

(136

5)

(136

0)

(135

5)

(1350)

(1350)(1355)

(1360)

(1365)

(1370)

(1375)

(1345)

(1360)

(1365)

(1370)

(1360)

(1355)

(1370

)

(136

5)

(136

0)(137

5)

(135

5)

(1355)

(1360)

(1365)

(1370)

(1365

)

(137

0)

(1375)

TL 400

NOT-A-PART

TL 100

EXIST. SHED

TO BE REMOVED

EXIST. STRUCTURES

TO REMAIN

CONSTRUCT (3) 36"Ø BASIN OUTLET

PIPES AND CONNECT TO EXIST

CULVERTS AT BARTON RD

EXISTING DRAINAGE

BASIN OUTLET

CONSTRUCT CONCRETE

HEADWALL AT BASIN

OUTLET WITH (3) 36"Ø

STORM DRAIN PIPES

PROPOSED STORM

DRAIN OUTFALL TO

DRAINAGE BASIN

B A R T O N R O A D

S

I

E

N

N

A

R O

A D

" A

"

R

O

A

D

"

B

"

R O A D " C "

R O A D " C "

R O

A

D

" B

"

R O A D " A "

R O

A

D

"D

"

R O

A

D

"D

"

D

R

I V

E

H

I

L

L

S

B A R T O N R O A D


1

23456789

10

11

12 13 14 15 16 17 18

1920

21

22

23

2425

26

27

28

29

30

31

32

33

34

3536

37

38

39

40

41

42

43 44

45

46

47

48 49 50

515253

54 55

C5.0PRELIMINARYROAD LAYOUT

SHEET NUMBER


Ashland

Eugene

Grants Pass

Medford

541.482.0923

541.345.1094

541.476.3788

541.773.3387

DESCRIPTIONREV

DRAWN BY:

CHECKED BY:

APPROVED BY:

DESIGNED BY:

ISSUE DATE:

PHASE:

VER FY SCALES



ACCORDINGLY

ORIG NAL DRAWING

BAR S ONE INCH

PROJECT #


raw

ing N

am

e V

\P

rojects - C

urrent\16-0718 S

nyder B

arton R

d\2. D

esign\2.5 D

esign P

hase\b. D

esign D

evelopm

ent\c. W

orking D

raw

ings\S

BR

D C

ivil S

heets R

oad.dw

g Last S

ave

M

arch 2, 2017 9

03 A

M P

lot D

ate

M

arch 2, 2017

9

46 A

M B

y Jonathan G

oldstien

O

N

BA

RTO

N R

OA

DEA

GLE

PO

INT,

OR

MA

P 35

-1W

-34B

D T

AX

LOTS

100

& 2

00

JG

JG

MARCH 3, 2017

-

16-0718

DESIGNDEVELOPMENT

MILESTONE:


TP

TP



APPROXIMATE AREA = 2.14 AC.

SCALE: 1" = 50' (24x36) 1" = 100' (11x17)

PRELIMINARY ROAD LAYOUTN

0 50 100

1" 50'

C I T Y L I M I T S

P

H

A

S

E

2

P

H

A

S

E

1

P

H

A

S

E

2

P

H

A

S

E

1

R O A D "A"

R O

A D

"B"

R O A D "C"

R O

A D

"D

"

B A R T O N R O A D

SI EN

NA H

I LL

S D

RI V

E

SEE C5.2

SEE C5.4

SE

E C

5.5

S

E

E

C

5

.

3

S

E

E

C

5

.

1

28'

PVMT

6'

SDWK

6'

SDWK

6'

SDWK

6'

SDWK

2

4

'

P

V

M

T

2

8

'

P

V

M

T

6' SDWK

6' SDWK

R O A D "A"SEE C5.2

R O A D "C"SEE C5.4

PHASE 2

PHASE1

50' R/W

6

0

'

R

/

W

PAVEMENT WIDTH

TO MATCH EXISTING

SIENNA HILLS DR.

SOUTH OF BARTON

RD. INTERSECTION

6' SDWK

6'

SDWK

6' SDWK

CONSTRUCT

6' SIDEWALK

AT R/W LINE

CONSTRUCT CITY STANDARD

CURB, GUTTER AND SIDEWALK.

EXTEND BARTON ROAD PAVING

TO NEW GUTTER (Typ.)

24'

PVMT

6'

SDWK

32'

1

2

R/W

28'

PVMT

6'

SDWK

6'

SDWK

50' R/W

24'

PVMT

6'

SDWK

6'

SDWK

40' R/W

(2) 9'x18' PARKING

STALLS (Typ.)

P

V

M

T

R

=

4

8

'

5'

SDWK

R=30'

(Typ.)

PAVEMENT TRANSITION

TO EXISTING EOP

PAVEMENT TRANSITION

TO EXISTING EOP

FIRETRUCK TURNAROUND

REQUIRED UNTIL PHASE 2

ROADS ARE CONSTRUCTED

NO ON-STREET

PARKING IN

CUL-DE-SAC

NO ON-STREET

PARKING ON 24'

WIDE ROADS

NO

ON

-ST

RE

ET

PA

RK

ING

ON

24'

WID

E R

OA

DS

NO

O

N-S

TR

EE

T

PA

RK

IN

G O

N 2

4'

WID

E R

OA

DS

CIT

Y S

TA

ND

AR

D

BA

RR

IC

AD

E


Eleva

ion

1350.00

1355.00

1360.00

1365.00

1370.00

-0.33%

1.3

8%

4

.9

6

%

PR

OP

ER

TY

L

IN

E

BA

RT

ON

R

OA

D

C

L

GR

AD

E B

RE

AK

S

TA

=

10+

80.60

ELE

V =

353.81

GR

AD

E B

RE

AK

S

TA

=

11+

53.10

ELE

V =

354.81

FINISH GRADE

EX. GRADE FUTURE GRADE

FUTUREPROPOSED

Ele

va

tio

n

1345.00

1350.00

1355.00

1360.00

1365.00

1370.00

Station

1345.00

10+00.00 10+50.00 11+00.00 11+50.00 12+00.00 12+50.00 13+00.00 13+50.00 14+00.00 14+50.00 15+00.00

C5.1SIENNA HILLS DRIVE

PLAN & PROFILE

SHEET NUMBER


Ashland

Eugene

Grants Pass

Medford

541.482.0923

541.345.1094

541.476.3788

541.773.3387

DESCRIPTIONREV

DRAWN BY:

CHECKED BY:

APPROVED BY:

DESIGNED BY:

ISSUE DATE:

PHASE:

VER FY SCALES



ACCORDINGLY

ORIG NAL DRAWING

BAR S ONE INCH

PROJECT #


raw

ing N

am

e V

\P

rojects - C

urrent\16-0718 S

nyder B

arton R

d\2. D

esign\2.5 D

esign P

hase\b. D

esign D

evelopm

ent\c. W

orking D

raw

ings\S

BR

D C

ivil S

heets R

oad.dw

g Last S

ave

M

arch 2, 2017 9

03 A

M P

lot D

ate

M

arch 2, 2017

9

47 A

M B

y Jonathan G

oldstien

O

N

BA

RTO

N R

OA

DEA

GLE

PO

INT,

OR

MA

P 35

-1W

-34B

D T

AX

LOTS

100

& 2

00

JG

JG

MARCH 3, 2017

-

16-0718

DESIGNDEVELOPMENT

MILESTONE:


TP

TP

R O

A D

"A

"

B A

R T

O N

R

O A

D

SCALE: 1"=30' (24x36)

PLAN - SIENNA HILLS DRIVEN

SCALE: H: 1"=30' V: 1"=6' (24x36)

PROFILE - SIENNA HILLS DRIVE

S I E N N A H I L L S D R I V E

0.33%

1

.

3

8

%

4

.

9

6

%

5

.

4

9

%

STREET PLUG AND BARRICADE

2

.

3

9

%


Ele

va

tio

n

Ele

va

tio

n

Station

1345.00

1350.00

1355.00

1360.00

1365.00

1370.00

1345.00

1350.00

1355.00

1360.00

1365.00

1370.00

10+00.00 10+50.00 11+00.00 11+50.00 12+00.00 12+50.00 13+00.00 13+50.00 14+00.00 14+50.00 15+00.00 15+50.00 16+00.00 16+50.00 17+00.00 17+31.89

GR

AD

E B

RE

AK

S

TA

=

1

03

0.0

7

EL

EV

=

35

3.7

8

GR

AD

E B

RE

AK

S

TA

=

1

1+

36

.4

9

EL

EV

=

1

37

.9

3

GR

AD

E B

RE

AK

S

TA

=

1

1+

98

.1

4

EL

EV

=

1

34

6.9

7

GR

AD

E B

RE

AK

S

TA

=

1

4+

05

.7

9

EL

EV

=

1

35

41

8

GR

AD

E B

RE

AK

S

TA

=

1

4+

45

.7

9

EL

EV

=

35

48

5

GR

AD

E B

RE

AK

S

TA

=

1

6+

51

.0

1

EL

EV

=

1

36

5.9

7

3

4

7

%

2.64%

1.6

7%

1.5

7%

2.3

9%

-

5

.4

9

%

5

4

2

%

RO

AD

B

"

C

L

FINISH GRADE

EX. GRADE

C5.2ROAD "A"

PLAN & PROFILE

SHEET NUMBER


Ashland

Eugene

Grants Pass

Medford

541.482.0923

541.345.1094

541.476.3788

541.773.3387

DESCRIPTIONREV

DRAWN BY:

CHECKED BY:

APPROVED BY:

DESIGNED BY:

ISSUE DATE:

PHASE:

VER FY SCALES



ACCORDINGLY

ORIG NAL DRAWING

BAR S ONE INCH

PROJECT #


raw

ing N

am

e V

\P

rojects - C

urrent\16-0718 S

nyder B

arton R

d\2. D

esign\2.5 D

esign P

hase\b. D

esign D

evelopm

ent\c. W

orking D

raw

ings\S

BR

D C

ivil S

heets R

oad.dw

g Last S

ave

M

arch 2, 2017 9

03 A

M P

lot D

ate

M

arch 2, 2017

9

48 A

M B

y Jonathan G

oldstien

O

N

BA

RTO

N R

OA

DEA

GLE

PO

INT,

OR

MA

P 35

-1W

-34B

D T

AX

LOTS

100

& 2

00

JG

JG

MARCH 3, 2017

-

16-0718

DESIGNDEVELOPMENT

MILESTONE:


TP

TP

R O A D "A"

R O

A D

"B

"

SCALE: 1"=30' (24x36)

PLAN - ROAD "A"N

SCALE: H: 1"=30' V: 1"=6' (24x36)

PROFILE - ROAD "A"

R O

A D

"D

"

SI E

NN

A H

I LL

S D

RI V

E

2

.

3

9

%

5.49%

1.57%

LO

W P

OIN

T

Sta

. 1

1+

98

.1

4

3.47% 1.67%

5.4

2%

2.64%

1.1

0%

3.5

8%

0.9

8%

ST

RE

ET

P

LU

G A

ND

B

AR

RIC

AD

E


Elevation

Elevation

Station

1350.00

1355.00

1360.00

1350.00

1355.00

1360.00

10+00.00 10+50.00 11+00.00 11+50.00 12+00.00 12+50.00 13+00.00 13+50.00 14+00.00 14+45.99

GR

AD

E B

RE

AK

S

TA

=

12+

58.80

ELE

V =

1357.36

1.10%

0 53%

FINISH GRADE

EX. GRADE

C5.3ROAD "B"

PLAN & PROFILE

SHEET NUMBER


Ashland

Eugene

Grants Pass

Medford

541.482.0923

541.345.1094

541.476.3788

541.773.3387

DESCRIPTIONREV

DRAWN BY:

CHECKED BY:

APPROVED BY:

DESIGNED BY:

ISSUE DATE:

PHASE:

VER FY SCALES



ACCORDINGLY

ORIG NAL DRAWING

BAR S ONE INCH

PROJECT #


raw

ing N

am

e V

\P

rojects - C

urrent\16-0718 S

nyder B

arton R

d\2. D

esign\2.5 D

esign P

hase\b. D

esign D

evelopm

ent\c. W

orking D

raw

ings\S

BR

D C

ivil S

heets R

oad.dw

g Last S

ave

M

arch 2, 2017 9

03 A

M P

lot D

ate

M

arch 2, 2017

9

48 A

M B

y Jonathan G

oldstien

O

N

BA

RTO

N R

OA

DEA

GLE

PO

INT,

OR

MA

P 35

-1W

-34B

D T

AX

LOTS

100

& 2

00

JG

JG

MARCH 3, 2017

-

16-0718

DESIGNDEVELOPMENT

MILESTONE:


TP

TP

R O

A D

"C

"

B A

R T

O N

R

O A

D

SCALE: 1"=30' (24x36)

PLAN - ROAD "B"N

SCALE: H: 1"=30' V: 1"=6' (24x36)

PROFILE - ROAD "B"

R O A D "B"

PH

AS

E 2

PH

AS

E 1

R O

A D

"A

"

0.53%

1

.

1

0

%

5.4

2%

3.4

7%

1.3

9%

2.5

1%

PHASE 1

PHASE 2


Ele

va

tio

n

Ele

va

tio

n

Station

1355.00

1360.00

1365.00

1355.00

1360.00

1365.00

10+00.00 10+50.00 11+00.00 11+50.00 12+00.00 12+50.00 13+00.00 13+50.00 14+00.00 14+50.00 15+00.00 15+50.00 16+00.00 16+39.31

GR

AD

E B

RE

AK

S

TA

=

1

2+

19

.9

5

EL

EV

=

1

36

1.7

3

GR

AD

E B

RE

AK

S

TA

=

1

3+

68

.7

8

EL

EV

=

1

35

8.0

0

1.8

6%

2.51% 1

.39%

RO

AD

"B

"

C

L

FINISH GRADE

EX. GRADE

C5.4ROAD "C"

PLAN & PROFILE

SHEET NUMBER


Ashland

Eugene

Grants Pass

Medford

541.482.0923

541.345.1094

541.476.3788

541.773.3387

DESCRIPTIONREV

DRAWN BY:

CHECKED BY:

APPROVED BY:

DESIGNED BY:

ISSUE DATE:

PHASE:

VER FY SCALES



ACCORDINGLY

ORIG NAL DRAWING

BAR S ONE INCH

PROJECT #


raw

ing N

am

e V

\P

rojects - C

urrent\16-0718 S

nyder B

arton R

d\2. D

esign\2.5 D

esign P

hase\b. D

esign D

evelopm

ent\c. W

orking D

raw

ings\S

BR

D C

ivil S

heets R

oad.dw

g Last S

ave

M

arch 2, 2017 9

03 A

M P

lot D

ate

M

arch 2, 2017

9

49 A

M B

y Jonathan G

oldstien

O

N

BA

RTO

N R

OA

DEA

GLE

PO

INT,

OR

MA

P 35

-1W

-34B

D T

AX

LOTS

100

& 2

00

JG

JG

MARCH 3, 2017

-

16-0718

DESIGNDEVELOPMENT

MILESTONE:


TP

TP

R O A D "C"

SCALE: 1"=30' (24x36)

PLAN - ROAD "C"N

SCALE: H: 1"=30' V: 1"=6' (24x36)

PROFILE - ROAD "C"

R O

A D

"D

"

R O A D "C"

R O

A D

"B

"

PHASE 1

PHASE 2

96' PAVED DIAMETER

PER FIRE CODE

CUL-DE-SAC

1

.

8

6

%

1.86% 2.51%

1.39%

0.5

3%


Elevation

Elevation

Station

1360.00

1365.00

1370.00

1375.00

1360.00

1365.00

1370.00

1375.00

10+00.00 10+50.00 11+00.00 11+50.00 12+00.00 12+50.00 13+00.00 13+50.00 14+00.00 14+50.00 15+00.00 15+50.00 1 0 016+00.55

GR

AD

E B

RE

AK

S

TA

=

1

3+

82

.9

1

EL

EV

=

1

36

5.9

4

3

.5

8

%

-098%

-1

92%

RO

AD

"A

"

C

L

FINISH GRADE

EX. GRADE

C5.5ROAD "D"

PLAN & PROFILE

SHEET NUMBER


Ashland

Eugene

Grants Pass

Medford

541.482.0923

541.345.1094

541.476.3788

541.773.3387

DESCRIPTIONREV

DRAWN BY:

CHECKED BY:

APPROVED BY:

DESIGNED BY:

ISSUE DATE:

PHASE:

VER FY SCALES



ACCORDINGLY

ORIG NAL DRAWING

BAR S ONE INCH

PROJECT #


raw

ing N

am

e V

\P

rojects - C

urrent\16-0718 S

nyder B

arton R

d\2. D

esign\2.5 D

esign P

hase\b. D

esign D

evelopm

ent\c. W

orking D

raw

ings\S

BR

D C

ivil S

heets R

oad.dw

g Last S

ave

M

arch 2, 2017 9

03 A

M P

lot D

ate

M

arch 2, 2017

9

50 A

M B

y Jonathan G

oldstien

O

N

BA

RTO

N R

OA

DEA

GLE

PO

INT,

OR

MA

P 35

-1W

-34B

D T

AX

LOTS

100

& 2

00

JG

JG

MARCH 3, 2017

-

16-0718

DESIGNDEVELOPMENT

MILESTONE:


TP

TP

R O

A D

"C

"

B A

R T

O N

R

O A

D

SCALE: 1"=30' (24x36)

PLAN - ROAD "D"N

SCALE: H: 1"=30' V: 1"=6' (24x36)

PROFILE - ROAD "D"

R O A D "D"

R O

A D

"A

"

PH

AS

E 1

PH

AS

E 2

3.58% 0.98% 1.92%

1.3

9%

2.6

4%

5.4

2%


Ele

va

tio

n

1350.00

1355.00

1360.00

1365.00

1370.00

-0.33%

1.3

8%

4

.9

6

%

PR

OP

ER

TY

LIN

E

BA

RT

ON

R

OA

D

C

L

GR

AD

E B

RE

AK

S

TA

=

1

0+

80

.6

0

EL

EV

=

35

3.8

1

GR

AD

E B

RE

AK

S

TA

=

1

1+

53

.1

0

EL

EV

=

35

4.8

1

FINISH GRADE

EX. GRADE FUTURE GRADE

FUTUREPROPOSED

Ele

va

tio

n

1345.00

1350.00

1355.00

1360.00

1365.00

1370.00

Station

10+00.00 10+50.00 11+00.00 11+50.00 12+00.00 12+50.00 13+00.00 13+50.00 14+00.00 14+50.00 15+00.00

Elevation

Elevation

Station

1345.00

1350.00

1355.00

1360.00

1365.00

1370.00

1345.00

1350.00

1355.00

1360.00

1365.00

1370.00

20+00.00 20+50.00 21+00.00 21+50.00 22+00.00 22+50.00 23+00.00 23+50.00 24+00.00 24+50.00 25+00.00 25+50.00 26+00.00 26+50.00 27+00.00 27+31.71

GR

AD

E B

RE

AK

S

TA

=

24+

05.79

ELE

V =

1354

18

GR

AD

E B

RE

AK

S

TA

=

24+

45.79

ELE

V =

354

85

GR

AD

E B

RE

AK

S

TA

=

21+

98.14

ELE

V =

1346.97

GR

AD

E B

RE

AK

S

TA

=

20

30.07

ELE

V =

353.78

GR

AD

E B

RE

AK

S

TA

=

21+

36.49

ELE

V =

13

7.93

GR

AD

E B

RE

AK

S

TA

=

26+

48.69

ELE

V =

1365.97

3

4

7

%

2.57%

1.6

7%

1.5

7%

2.3

9%

-

5

.4

9

%

5

4

8

%

RO

AD

"B

"

C

L

FINISH GRADE

EX. GRADE

WETLAND "A"

Ele

va

tio

n

Ele

va

tio

n

Station

1350.00

1355.00

1360.00

1350.00

1355.00

1360.00

10+00.00 10+50.00 11+00.00 11+50.00 12+00.00 12+50.00 13+00.00 13+50.00 14+00.00 14+45.49

GR

AD

E B

RE

AK

S

TA

=

1

2+

65

.8

1

EL

EV

=

1

35

7.3

6

107%

0.55%

FIN SH GRADE

EX GRADE

C5.6aSIENNA HILLS DR.,

ROAD A & B PROFILE

SHEET NUMBER


Ashland

Eugene

Grants Pass

Medford

541.482.0923

541.345.1094

541.476.3788

541.773.3387

DESCRIPTIONREV

DRAWN BY:

CHECKED BY:

APPROVED BY:

DESIGNED BY:

ISSUE DATE:

PHASE:

VER FY SCALES

F NOT ONE NCH ON THIS


ACCORDINGLY

OR GINAL DRAWING

BAR S ONE INCH

PROJECT #


raw

ing N

am

e V

\P

rojects - C

urrent\16-0718 S

nyder B

arton R

d\2. D

esign\2.5 D

esign P

hase\c. C

onstruction D

ocum

ents\c. W

orking D

raw

ings\C

iv

l\S

BR

D C

iv

l S

heets R

oad.dw

g Last S

ave

O

ctober 2, 2017

2

34 P

M P

lot D

ate

O

ctober 2, 2017

2

44 P

M B

y Jonathan G

oldstien

O

N

BA

RTO

N R

OA

DEA

GLE

PO

INT,

OR

MA

P 35

-1W

-34B

D T

AX

LOTS

100

& 2

00

JG

JG

APRIL 28, 2017

-

16-0718

DESIGNDEVELOPMENT

MILESTONE:


TP

TP

SCALE: H: 1"=30' V: 1"=6' (24x36)

PROFILE - SIENNA HILLS DRIVE

SCALE: H: 1"=30' V: 1"=6' (24x36)

PROFILE - ROAD "A"

SCALE: H: 1"=30' V: 1"=6' (24x36)

PROFILE - ROAD "B"


Eleva

ion

Elevation

Station

1355.00

1360.00

1365.00

1355.00

1360.00

1365.00

20+00.00 20+50.00 21+00.00 21+50.00 22+00.00 22+50.00 23+00.00 23+50.00 24+00.00 24+50.00 25+00.00 25+50.00 26+00.00 26+43.57

GR

AD

E B

RE

AK

S

TA

=

22+

14.02

ELE

V =

1361.73

GR

AD

E B

RE

AK

S

TA

=

23+

62.86

ELE

V =

1358.00

191%

-2.51% 1

.34%

RO

AD

"B

"

C

L

FINISH GRADE

EX. GRADE

WETLAND "F"

Elevation

Elevation

Station

1360.00

1365.00

1370.00

1375.00

1360.00

1365.00

1370.00

1375.00

10+00.00 10+50.00 11+00.00 11+50.00 12+00.00 12+50.00 13+00.00 13+50.00 14+00.00 14+50.00 15+00.00 15+50.00 6 0 .016+00.55

GR

AD

E B

RE

AK

S

TA

=

13+

82.91

ELE

V =

1365.94

3

.5

8

%

-098%

-192%

RO

AD

"A

"

C

L

F NISH GRADE

EX. GRADE

C5.6bROAD C & D

PROFILE

SHEET NUMBER


Ashland

Eugene

Grants Pass

Medford

541.482.0923

541.345.1094

541.476.3788

541.773.3387

DESCRIPTIONREV

DRAWN BY:

CHECKED BY:

APPROVED BY:

DESIGNED BY:

ISSUE DATE:

PHASE:

VER FY SCALES

F NOT ONE NCH ON THIS


ACCORDINGLY

OR GINAL DRAWING

BAR S ONE INCH

PROJECT #


raw

ing N

am

e V

\P

rojects - C

urrent\16-0718 S

nyder B

arton R

d\2. D

esign\2.5 D

esign P

hase\c. C

onstruction D

ocum

ents\c. W

orking D

raw

ings\C

iv

l\S

BR

D C

iv

l S

heets R

oad.dw

g Last S

ave

O

ctober 2, 2017

2

34 P

M P

lot D

ate

O

ctober 2, 2017

2

44 P

M B

y Jonathan G

oldstien

O

N

BA

RTO

N R

OA

DEA

GLE

PO

INT,

OR

MA

P 35

-1W

-34B

D T

AX

LOTS

100

& 2

00

JG

JG

APRIL 28, 2017

-

16-0718

DESIGNDEVELOPMENT

MILESTONE:


TP

TP

SCALE: H: 1"=30' V: 1"=6' (24x36)

PROFILE - ROAD "C"

SCALE: H: 1"=30' V: 1"=6' (24x36)

PROFILE - ROAD "D"


1

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12 13 14 15 16 17 18

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21

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23

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27

28

29

30

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32

33

34

3536

37

38

39

40

41

42

43 44

45

46

47

48 49 50

515253

54 55

C6.0PRELIMINARYUTILITY PLAN

SHEET NUMBER


Ashland

Eugene

Grants Pass

Medford

541.482.0923

541.345.1094

541.476.3788

541.773.3387

DESCRIPTIONREV

DRAWN BY:

CHECKED BY:

APPROVED BY:

DESIGNED BY:

ISSUE DATE:

PHASE:

VER FY SCALES



ACCORDINGLY

ORIG NAL DRAWING

BAR S ONE INCH

PROJECT #


raw

ing N

am

e V

\P

rojects - C

urrent\16-0718 S

nyder B

arton R

d\2. D

esign\2.5 D

esign P

hase\b. D

esign D

evelopm

ent\c. W

orking D

raw

ings\S

BR

D C

ivil S

heets.dw

g Last S

ave

M

arch 2, 2017 8

55 A

M P

lot D

ate

M

arch 2, 2017 9

44 A

M B

y Jonathan G

oldstien

O

N

BA

RTO

N R

OA

DEA

GLE

PO

INT,

OR

MA

P 35

-1W

-34B

D T

AX

LOTS

100

& 2

00

JG

JG

MARCH 3, 2017

-

16-0718

DESIGNDEVELOPMENT

MILESTONE:


TP

TP

CONNECTION TO EXISTING

R.V.S.S. SEWER MANHOLE

PROPOSED SUBDIVISION

EXISTING 10" PVC

R.V.S.S. SEWER

EXISTING

HYDRANT

EXISTING

HYDRANT

SEWER MANHOLE

EXISTING R.V.S.S.

EXISTING

POWER POLE

EXISTING

POWER POLE

EXISTING

POWER POLE

EXISTING

POWER POLE

EXISTING

POWER POLE

EXISTING

POWER POLE

EXISTING

POWER POLE


CITY 12" WATER MAIN


WATER MAIN

EXISTING 12"

OVERHEAD

EXISTING

UTILITIES

OVERHEAD

EXISTING

UTILITIES

OVERHEAD

EXISTING

UTILITIES


CITY 12" WATER MAIN


6" SEWER MAIN

8" WATER MAIN

SSMH


TO COLLECT IRRIGATION

DITCH RUNOFF

8" WATER MAIN

6" SEWER MAIN

SSMH

STORM DRAIN

CATCH BASIN

SDMH

SDCB

STORM DRAIN

STORM DRAIN


OUTFALL TO DRAINAGE BASIN

SSMH

GATE

VALVE

GATE VALVES

6" SEWER MAIN

6" SEWER MAIN

8" SEWER MAIN

SDCB

SANITARY SEWER

MANHOLE (SSMH)

8" WATER MAIN

GATE VALVE

GATE VALVE

SSMH

8" WATER MAIN

8" SEWER MAIN

STORM DRAIN

STORM DRAIN

MANHOLE (SDMH)

8" WATER MAIN

8" WATER MAIN

SDCB

SSMH

GATE

VALVES

8" WATER MAIN




(3) EXISTING 36"Ø CULVERTS

STORM DRAIN

GATE VALVE

SSMH


10" SEWER MAIN

STORM DRAIN

SCALE: 1" = 50' (24x36) 1" = 100' (11x17)

PRELIMINARY UTILITY PLANN

0 50 100

1" 50'


96'Ø PAVEMENT

PER FIRE CODE

P

H

A

S

E

2

P

H

A

S

E

1

PHASE 2

PHASE1

SANITARY SEWER

MANHOLE (SSMH)

SDMH

(SDCB)

SDCBSDCB

SDCB

SDCB

SDCB

SSMH

SDMH

SDCB

SDMH

SDCB

STORM DRAIN

MANHOLE (SDMH)

SDCB

STORM DRAIN

SDCB

SDCB

SDCB

SDMH

8" SEWER MAIN

SDCB

CONSTRUCT (3) 36"Ø BASIN OUTLET

PIPES AND CONNECT TO EXIST

CULVERTS AT BARTON RD

EXISTING DRAINAGE

BASIN OUTLET

CONSTRUCT CONCRETE

HEADWALL AT BASIN

OUTLET WITH (3) 36"Ø

STORM DRAIN PIPES

PROPOSED STORM

DRAIN OUTFALL TO

DRAINAGE BASIN

10" SEWER MAIN

STUB FOR FUTURE

EXTENSION

8" WATER MAIN

STUB FOR FUTURE

EXTENSION

B A R T O N R O A D

S

I

E

N

N

A

R O

A D

" A

"

R

O

A

D

"

B

"

R O A D " C "

R O A D " C "

R O

A

D

" B

"

R O A D " A "

R O

A

D

"D

"

R O

A

D

"D

"

D

R

I V

E

H

I

L

L

S

B A R T O N R O A D


1

23456789

10

11

12 13 14 15 16 17 18

1920

21

22

23

2425

26

27

28

29

30

31

32

33

34

3536

37

38

39

40

41

42

43 44

45

46

47

48 49 50

515253

54 55

C7.0CONCEPTUAL

LANDSCAPE PLAN

SHEET NUMBER


Ashland

Eugene

Grants Pass

Medford

541.482.0923

541.345.1094

541.476.3788

541.773.3387

DESCRIPTIONREV

DRAWN BY:

CHECKED BY:

APPROVED BY:

DESIGNED BY:

ISSUE DATE:

PHASE:

VER FY SCALES



ACCORDINGLY

ORIG NAL DRAWING

BAR S ONE INCH

PROJECT #


raw

ing N

am

e V

\P

rojects - C

urrent\16-0718 S

nyder B

arton R

d\2. D

esign\2.5 D

esign P

hase\b. D

esign D

evelopm

ent\c. W

orking D

raw

ings\S

BR

D C

ivil S

heets.dw

g Last S

ave

M

arch 2, 2017 12

30 P

M P

lot D

ate

M

arch 3, 2017 11

33 A

M B

y Jonathan G

oldstien

O

N

BA

RTO

N R

OA

DEA

GLE

PO

INT,

OR

MA

P 35

-1W

-34B

D T

AX

LOTS

100

& 2

00

JG

JG

MARCH 3, 2017

-

16-0718

DESIGNDEVELOPMENT

MILESTONE:


TP

TP




SCALE: 1" = 50' (24x36) 1" = 100' (11x17)

CONCEPTUAL LANDSCAPE PLANN

0 50 100

1" 50'

C I T Y L I M I T S C I T Y L I M I T S

P

H

A

S

E

2

P

H

A

S

E

1

PHASE 2

PHASE1

SCALE: NTS

LANDSCAPE LEGEND

DECIDUOUS TREE

EVERGREEN TREE

A. Classification of Trees. For the purpose of this

chapter, and the official comprehensive city tree plan to

be adopted in accordance herewith, there shall be three

size classes based on mature height: small (under 30

feet); medium (30 to 50 feet); and large (over 50 feet).

B. Spacing. Except for special plantings designed or

approved by a landscape architect or urban forester, and

approved by the street tree committee, no trees may be

planted closer than the following: small trees, 30 feet;

medium trees, 40 feet; and large trees, 50 feet.

C. Distance from Curb and Sidewalk. No trees may be

planted closer to any curb or sidewalk than the following:

small trees, two feet; medium trees, three feet; and large

trees, four feet.

D. Distance from Street Corners and Fireplugs. No

street tree shall be planted within 25 feet of any street

corner, measured from the point of nearest intersection

curbs or curbline. No street tree shall be planted within 10

feet of any fireplug.

E. Utilities. No street trees other than small trees may

be planted under or within 10 feet of any overhead utility

wire. No street tree may be planted over or within five

lateral feet of any underground water line, sewer line,

transmission line, or other utility.

TREE PLANTING STANDARDS

PER EPMC CHAPTER 12.24

THE DEVELOPER HAS OFFERED A 3' LANDSCAPE

STRIP FOR DEDICATION TO THE CITY OF EAGLE

POINT LYING CONTIGUOUS TO AND NORTH OF THE

SOUTHERN SUBDIVISION BOUNDARY.

PLANTINGS WITHIN THE LANDSCAPE STRIP SHALL

INCLUDE STREET TREES AND DROUGHT TOLERANT

PLANTS.

BARTON ROAD FRONTAGE

25' INTERSECTION BUFFER

B A R T O N R O A D

S

I

E

N

N

A

R O

A D

" A

"

R

O

A

D

"

B

"

R O A D " C "

R O A D " C "

R O

A

D

" B

"

R O A D " A "

R O

A

D

"D

"

R O

A

D

"D

"

D

R

I V

E

H

I

L

L

S

B A R T O N R O A D

3' LANDSCAPE STRIP


high school - united states army · site location north side of barton road, east of sienna hills...

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