Planting Details...BLOCK 13 BLOCK 2 BLOCK 6 BLOCK 2 BLOCK 5 BLOCK 3 BLOCK 7 BLOCK 8 BLOCK 9 BLOCK 10...

OPEN BURLAP AROUND TRUNK.

CUT & REMOVE TOP 1/3 OF BURLAP

GROUND COVER & SHRUB PLANTING DETAIL

BACKFILL W/ 2/3 NATIVE SOIL

& 1/3 COMPOST. THOROUGHLY

WATER SETTLE

SLOW RELEASE FERTILIZER TABLET (TYP.)

3" MIN.

2"

AWAY FROM FOLIAGE

SECTION

EXISTING

SOIL

FOR SHRUBS

THAN DIA. OF

TO BE 6" LARGER

PLANTING HOLE

ROOTBALL FOR

DIA. OF ROOTBALL

12" LARGER THAN

GROUNDCOVER.

KEEP MULCH LAYER

FINISH GRADE

TOP OF ROOT CROWN TO BE 1"

HIGHER THAN FINISH GRADE

CEDAR MULCH RING TO BE TWICE

DIAMETER OF ROOT BALL - 2" DEPTH

MULCH - SEE NOTES - 5" DEPTH

MAXIMUM

TRUNK

TREE

2" MULCH

12" MIN.

SECTION

12" MIN.,

TYP.

NOTE:

CEDAR MULCH

TREE RING SHALL

BE 36" DIA.

BACKFILL W/ 2/3 NATIVE SOIL & 1/3

COMPOST. THOROUGHLY WATER

SETTLE

TIE GROMMETED NYLON STRAPS TO STAKE WITH WIRE. WIRE

ENDS SHALL BE BENT BACK TO ELIMINATE BURRS AND WHITE PVC

PIPE ALONG ENTIRE LENGTH OF WIRE FOR VISUAL AND SAFETY

THAN FINISH GRADE

TOP OF ROOT CROWN TO BE 1" HIGHER

EXISTING SOIL


DRIVE TWO (2) T-POST STAKES PER

TREE.

REMOVE WIRE CAGE AND/OR TWINE. OPEN BURLAP

AROUND TRUNK. CUT & REMOVE TOP 1/3 OF BURLAP

PLAN

THAN DIA. OF

24" GREATER

ROOTBALL

FINISH GRADE

T-POST

TREE TRUNK

WIRE, TYP.

NOTE: THE WIRE BETWEEN THE STAKE

AND THE TREE MUST HAVE SLACK

5' M

IN

.

GROMMETED NYLON STRAP, TYP.

NOTE:

WIRE BASKETS AND TWINE SHALL BE COMPLETELY

REMOVED PRIOR TO TREE INSTALLATION.

THAN FINISH GRADE

TOP OF ROOT CROWN TO BE 1" HIGHER

DRIVE THREE (3) T-POSTS PER TREE

FOR TREES OVER 6' IN HEIGHT.

DRIVE TWO (2) T-POSTS FOR TREES

6' IN HEIGHT OR LESS. SPACE

ANCHORS EQUALLY AROUND TRUNK.

AVOID DAMAGE TO BRANCHES.

EXISTING SOIL


BACKFILL W/ 2/3 NATIVE SOIL & 1/3

COMPOST. THOROUGHLY WATER

SETTLE

REMOVE WIRE CAGE AND/OR TWINE. OPEN BURLAP

AROUND TRUNK. CUT & REMOVE TOP 1/3 OF BURLAP

18" MIN.,

TYP.

SECTION

12" MIN.

ROOTBALL

THAN DIA. OF

24" GREATER

FINISH GRADE

PLAN

TREE TRUNK

T-POST

GROMMETED NYLON STRAP, TYP.

WIRE, TYP.

NOTE: THE WIRE BETWEEN THE STAKE

AND THE TREE MUST HAVE SLACK

TOP OF ROOT CROWN TO

BE 1" HIGHER THAN

FINISH GRADE

NOTE:

WIRE BASKETS AND TWINE SHALL BE COMPLETELY

REMOVED PRIOR TO TREE INSTALLATION.

DECIDUOUS TREE PLANTING DETAIL CONIFER TREE PLANTING DETAIL

NOTE:

CEDAR MULCH TREE

RING SHALL BE 36" DIA.

2" MULCH

RO

OT

BA

LL

DE

PT

H

RO

OT

BA

LL

DE

PT

H

RO

OT

BA

LL

DE

PT

H

TIE GROMMETED NYLON STRAPS TO STAKE WITH WIRE. WIRE

ENDS SHALL BE BENT BACK TO ELIMINATE BURRS AND WHITE PVC

PIPE ALONG ENTIRE LENGTH OF WIRE FOR VISUAL AND SAFETY

S

S

S

8

''

S

S

8

'

'

W

6

''

W

6''

S

S

S

S

S

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S

S

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S

S

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S

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M

M

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M

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M

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M

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M

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M

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8

''

IR

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IR

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IR

IR IR IR IR

IR

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IR

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IR

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IR

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B

B

B

B

B

M

M

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IR

IR

M

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M

M

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M

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M

M

M

IR

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S

8

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S

S

8

'

'

S

S

8

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SS

8''

SS

8''

S

S

8

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W 8''

W 8''

W 8''

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

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S

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S

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S

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S

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S

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S

S

S

S

S

S

S

S

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S

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S

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S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

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S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

M

M

M

M

M

M

M

M

M

M

M

S

S

S

S

S

S

S

S

S

S

S

S

S

S

M

M

M

M

M

M

M

M

M

M

M

M

S

S

M

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

B

B

B

B

B

B

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR 8''

IR 8''

IR 8''

S

IR

IR

M

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

4

9

2

5

4

9

2

5

23

24

26

26

4

9

3

0

26

26

26

27

27

27

28

29

31

32

4

9

3

0

28

29

31

32

33

4

9

3

5

4

9

3

5

34

34

36

36

33

33

34

34

4

9

3

0

27

28

29

31

32

33

26

27

28

4

9

2

5

4

9

3

0

26

27

28

29

28

29

29

29

28

29

29

29

4930

27

28

29

4

9

2

5

4

9

2

0

19

32

32

4

9

2

5

4

9

2

5

28

4925

4

9

3

0

21

21

21

22

22

22

23

23

23

24

26

27

28

29

31

4

9

2

5

4

9

3

0

23

24

24

24

26

27

28

29

31

31

31

32

4

9

2

5

4

9

3

0

23

23

24

26

27

28

29

4

9

2

5

24

26

27

28

31

31

32

33

33

4

9

3

0

4

9

2

5

4

9

3

0

4

9

3

0

4

9

3

0

15' TALL

GRUB PILE

WO0D

PILE

PILE

DISTRICT NO. 1

TIMNATH RESERVIOR

TRACT E

LOT 1

BLOCK 1

LOT 6

LOT 5

LOT 4

LOT 3

LOT 2

LOT 1

LOT 5

LOT 4LOT 3

LOT 2

LOT 1

LOT 1

LOT 2

LOT 4

LOT 4

LOT 3

LOT 2

LOT 1

LOT 3

LOT 2LOT 1

LOT 4

LOT 3LOT 2

LOT 1

LOT 2

LOT 1 LOT 2

LOT 1

LOT 1

LOT 2

LOT 4

LOT 3

LOT 2LOT 1

LOT 3

LOT 1

LOT 2

LOT 1

LOT 2

LOT 2

LOT 1

LOT 3

LOT 2

LOT 1

LOT 1

LOT 2

LOT 3LOT 4

LOT 1

LOT 2

LOT 1

LOT 2

LOT 3

LOT 1LOT 2

LOT 1

LOT 2

LOT 3LOT 1

LOT 2

LOT 3

LOT 3

LOT 2

LOT 1

LOT 1

LOT 2

LOT 3

LOT 4

LOT 5

LOT 6

LOT 1

LOT 2

LOT 11

LOT 10

LOT 9

LOT 8

LOT 7

LOT 4

LOT 5

LOT 6

LOT 1

LOT 2

LOT 6

LOT 5

LOT 4

LOT 3

LOT 2

LOT 1

LOT 6LOT 5LOT 4LOT 3LOT 2LOT 1

LOT 4

LOT 3

TRACT D

LOT3

BLOCK 2

BLOCK 4BLOCK 6

BLOCK 8

BLOCK 9

BLOCK 10

BLOCK11

BLOCK 12

BLOCK 13

BLOCK 14

BLOCK 16

BLOCK 16BLOCK 17BLOCK 18

BLOCK 19

BLOCK 23

BLOCK 24

BLOCK 25

BLOCK 26

BLOCK 27

BLOCK 22

TRACT H

TRACT C

TRACT F

TRACT F

TRACT F

TRACT A

TRACT A

TRACT A

TRACT B

TRACT A

TRACT D

TRACT D

TRACT D

TRACT D

TRACT D

TRACT F

TRACT F

TRACT F

TRACT E TRACT E

TRACT C

TRACT C

TRACT G

LOT 3

BLOCK 20

BLOCK 21

BLOCK 22

BLOCK 15

BLOCK 7

BLOCK 3

BLOCK 5

LOT 2

TRACT G

TRACT I

TRACT J

LOT 7

LOT 6

LOT 5

LOT 4

LOT 3

LOT 2 LOT 1

LOT 5

LOT 4

LOT 3

LOT 2

LOT 3LOT 2

LOT 1

LOT 8

LOT 7

LOT 6

LOT 5

LOT 4

LOT 3

LOT 5

LOT 4

LOT 3

LOT 2

LOT 1LOT 6

LOT 5

LOT 4

LOT 3

LOT 2

LOT 1

LOT 8

LOT 7

LOT 6

LOT 5

LOT 4

LOT 3

LOT 2

LOT 1LOT 8

LOT 7

LOT 6

LOT 5

LOT 4

LOT 3

LOT 2

LOT 1

LOT 5

LOT 4

LOT 3

LOT 2

LOT 1

LOT 9

LOT 8

LOT 7

LOT 6

LOT 5

LOT 4

LOT 3

LOT 2

LOT 1

LOT 13

LOT 12

LOT 11

LOT 10

LOT 9

LOT 8

LOT 7

LOT 6

LOT 5

LOT 4

LOT 3

LOT 2

LOT 1

LOT 6

LOT 5

LOT 4

LOT 3

LOT 2

LOT 1LOT 10

LOT 9

LOT 8

LOT 7

LOT 6

LOT 5

LOT 4

LOT 3

LOT 2

LOT 1

LOT 12

LOT 11

LOT 10

LOT 9

LOT 8

LOT 7

LOT 6

LOT 5

LOT 4

LOT 3

LOT 2

LOT 1

BLOCK 1

BLOCK 1

BLOCK 13

BLOCK 2

BLOCK 6

BLOCK 2

BLOCK 5

BLOCK 3

BLOCK 7

BLOCK 8 BLOCK 9

BLOCK 10

BLOCK 11

BLOCK 12

BLOCK 3

BLOCK 4

LOT 1

LOT 2

LOT 3

LOT 4

LOT 5

LOT 6

LOT 7

LOT 8

LOT 9

LOT 10

LOT 11

LOT 12

LOT 13

LOT 14

LOT 15

LOT 16

LOT 17

LOT 18

LOT 19

LOT 20

LOT 24

LOT 23

LOT 22LOT 21

LOT 28

LOT 27

LOT 26

LOT 25

BLOCK28

BLOCK28

BLOCK28

BLOCK28

LOT 2

LOT 1

LOT 6

LOT 7TRACT D

TRACT C

TRACT F

TRACT B

TRACT E

TRACT A

TRACT G

TRACT F

TRACT G

TRACT D

TRACT D

TRACT D

TRACT GTRACT G

TRACT A

TRAC

T C

LOT 1 TRAC

T I

BLOCK 14

TRACT C

TRACT A

TRACT A

TRACT A

TRACT A

8' E

X

IS

T

IN

G

T

R

A

IL

8

'

C

O

N

C

R

E

T

E

T

R

A

I

L

8' C

ON

CR

ET

E T

RA

IL

6

' E

X

IS

T

IN

G

T

R

A

IL

6

' E

X

IS

T

IN

G

T

R

A

IL

E

X

IS

T

IN

G

R

.O

.W

.

L

A

N

D

S

C

A

P

E

6

' E

X

IS

T

IN

G

T

R

A

IL

8

'

C

O

N

C

R

E

T

E

T

R

A

I

L

8' E

XIS

TIN

G

T

R

AIL

PUMP HOUSEFF=4923.1'

6' EX

IST

ING

TR

AIL

6' PROPOSED TRAIL

CONNECTION

CC

CC

CC

CC

CC

CC

CC

CC

S

W

O

S

WO

VB

VB

VB

VB

VB

VB

VB

VB

VB

VB

EB

VB

VB

12" PVC

FL=4924.3

18" RCP

FES=4930.0

18" RCP

FES=4928.5

18" RCP

FES=4916.3

EDGE OF WATER

RIP RAP

CONCRETE

DITCH

EDGE OF

WATER

EDGE OF WATER

EDGE OF

WATER

EDGE OF

WATER

EDGE OF

WATER

TRANSFOMER

INLET

FL=4920.1

INV (NE) 4916.9 18" RCP

DMH #1

RIM=4922.9

INV (N) 4918.9 18" RCP

INV (SW) 4919.1 18" RCP

SMH #1

RIM=4932.1

INV (N) 4915.3 18" RCP

INV (W) 4915.2 18" RCP

SMH #2

RIM=4923.4

INV (N) 4910.2 8" PVC

INV (E) 4910.2 8" PVC

INV (W) 4910.3 8" PVC

SMH #3

RIM=4923.0

INV (SE) 4909.3 18" PVC

INV (NW) 4909.4 18" RCP

15' TALL

GRUB PILE

WO0D

PILE

PILE

6" VERTICAL

PVC VENT

6" VERTICAL

PVC VENT

BOLLARD

(TYPICAL)

CONCRETE

VAULT

6" VERTICAL

PVC VENT

BOLLARD

(TYPICAL)

CONCRETE

VAULT

GRAVEL

PILE

FOUND #4 REBAR

WITH YELLOW

PLASTIC CAP

LS #31169

FOUND #4 REBAR

WITH YELLOW

PLASTIC CAP

LS #31169

FOUND #4 REBAR

WITH YELLOW

PLASTIC CAP

LS #31169

IRRIGATION

IRRIGATION

IRRIGATION

TRANSFORMER

DISTRICT NO. 2

DISTRICT NO. 1

DISTRICT NO. 3

DISTRICT NO. 1

TIMNATH RESERVIOR

112894936.03STORM LINE 18IN CMP113004939.42STORM LINE 18IN CMP 204744936.02

STORM LINE CMP18

204854939.42STORM LINE CMP18204904939.62EDGE CONCRETE CONC DITCH TOE

204914939.63EDGE CONCRETE CONC DITCH TOE

DURA TURF SOD

IRRIGATED TURFXXX S.F.

STEEL EDGER, ROUNDED TOP

XXX S.F.

ARKANSAS VALLEY SEED MIX (OR

APPROVED EQUAL)

NON-IRRIGATED NATIVE FOOTHILLS GRASS

MIX

XXX S.F.

EXISTING TREES

MONUMENT SIGN

TREE TO BE REMOVED

SHRUB BED AREAS TO RECEIVE MINIMUM

4"- 6" COBBLE OVER WEED BARRIER FABRIC

SMOOTH RIVER COBBLE

Landscape Schedule:

OF:

SHEET NUMBER:

TIMNATH, COLORADO

FINAL PLATWILDWINGSUBDIVISION

GROUPlandscape architecture|planning|illustration

444 Mountain Ave.Berthoud,CO 80513

TEL

WEB

970.532.5891TBGroup.us

PREPARED FOR

REVISIONS

SHEET INFORMATION

DATE

SEAL

10

August 7, 2015

PROJECT TITLE

SHEET TITLE

ISSUE DATE

WW DEVELOPMENT, LLC1218 W. ASH ST.WINDSOR CO 80550

FINALLANDSCAPEPLAN

Staff Comments 5/8/15Staff Comments 7/22/15

Planting Details

Overall Site Landscape Plan

Cover Sheet

1

SCALE 1" = 400'

400'0 800'600'

NORTH

Plan Key Map:Landscape Legend:

NORTH

PROJECT

LOCATION

N.T.S.

Vicinity Map:

1. ALL SIGNS SHALL BE REQUIRED TO APPLY FOR SIGN PERMIT.

2. PROPOSED GRADES SHALL MATCH OR IMPROVE EXISTING GRADES TO PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING WHILE PROVIDING A SMOOTH TRANSITION BETWEEN ALL ADJACENT UNDISTURBED GRADES AND

PROPOSED GRADES.

3. JOB SITE TO BE KEPT CLEAN AT ALL TIMES AND CONSTRUCTION AREAS ARE TO BE MAINTAINED FOR SAFETY.

4. SOILS DISTURBED ADJACENT TO WORK AREA, INCLUDING AREAS OUTSIDE OF CONSTRUCTION LIMITS, DUE TO NEW CONSTRUCTION ARE TO BE REGRADED AND SURFACE CONDITIONS REPAIRED EQUIVALENT TO THAT

CONDITION PRIOR TO START OF WORK.

5. PROTECT EXISTING SURFACES AND SOILS, BOTH INSIDE AND OUTSIDE OF CONSTRUCTION LIMITS, DURING CONSTRUCTION. IF GRADES, CONCRETE OR ASPHALT ARE DAMAGED DUE TO CONSTRUCTION OPERATIONS OR

WEATHER THE CONTRACTOR IS RESPONSIBLE FOR REPAIR TO THAT EQUIVALENT TO EXISTING CONDITIONS AT NO EXPENSE TO THE OWNER / CITY.

6. CONTRACTOR IS RESPONSIBLE FOR SETUP OF BARRICADES, WARNING SIGNAGE, OR OTHER PROTECTIVE DEVICES IF ANY EXCAVATIONS ARE LEFT EXPOSED AFTER ON-SITE WORK HOURS.

7. THE CONTRACTOR SHALL NOT PURPOSEFULLY PROCEED WITH ANY CONSTRUCTION PER PLANS PROVIDED WHEN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT WERE NOT CONSIDERED OR CHANGED AFTER

PLANS WERE SUBMITTED. CONTRACTOR SHALL NOTIFY OWNER OR OWNER'S REPRESENTATIVE AND THE CITY OF LOVELAND IF SITUATION ARISES AND REVISIONS ARE NECESSARY.

8. THE CONTRACTOR SHALL PREVENT SEDIMENT, DEBRIS AND OTHER POLLUTANTS FROM ENTERING ANY STORM WATER SEWER SYSTEM OR, ADJACENT WATER WAYS, ETC., DURING THE DEMOLITION OR CONSTRUCTION

OPERATIONS THAT ARE PART OF THIS PROJECT. THE CONTRACTOR SHALL BE HELD RESPONSIBLE AND EXPENSE FOR THE CORRECTION OF ANY ADVERSE IMPACTS TO THE STORM WATER SEWER SYSTEM OR, ADJACENT

WATER WAYS, WETLANDS ETC., RESULTING FROM THE WORK DONE AS PART OF THIS PROJECT/CONTRACT.

9. THE CONTRACTOR SHALL BE RESPONSIBLE PRIOR TO BIDDING AND CONSTRUCTION, OF BECOMING AWARE OF ALL EXISTING AND PROPOSED UTILITIES, PIPES, STRUCTURES, ETC. CALL UNCC THREE DAYS BEFORE

SCHEDULED WORK AT 811 OR 1-800-922-1987.

General Notes:

Landscape Notes

1. LANDSCAPE AREAS SHALL BE MAINTAINED, INCLUDING MOWING, WATERING AND FERTILIZING BY CONTRACTOR, UP TO FINAL ACCEPTANCE. AT SUCH TIME OWNER WILL BE RESPONSIBLE FOR ALL MAINTENANCE. LANDSCAPE

AND IRRIGATION WILL BE WARRANTED FOR ONE (1) FULL YEAR AFTER FINAL ACCEPTANCE.

2. ANY DISCREPANCIES WITH THE DRAWINGS AND SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNERS REPRESENTATIVE PRIOR TO PROCEEDING WITH CONSTRUCTION.

3. CONTRACTOR TO VERIFY ALL FIELD CONDITIONS, EASEMENTS, PROPERTY LINES, ETC. PRIOR TO STARTING WORK. SHOULD ANY DISCREPANCIES, OMISSIONS, OR ERRORS OCCUR, NOTIFY THE OWNER'S REPRESENTATIVE

IMMEDIATELY.

4. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES 48 HRS. PRIOR TO ANY EXCAVATION OR PLANTING.

5. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH SUBCONTRACTORS AS REQUIRED TO ACCOMPLISH PLANTING OPERATIONS.

6. STREET AND ORNAMENTAL TREES SHALL BE PLANTED NO CLOSER THAN FORTY (40) FEET AND FIFTEEN (15) FEET RESPECTIVELY FROM STREET LIGHTS. NO TREES SHALL BE PLANTED WITHIN TEN (10) FEET FROM WATER

AND SEWER LINES, FOUR (4) FEET FROM GAS, TELEPHONE AND ELECTRIC UTILITIES, AND TEN (10) FEET FROM ANY DRIVEWAY.

7. MINIMUM CLEARANCE OF THREE (3) FEET ON EACH SIDE OF FIRE DEPARTMENT CONNECTION (FDC). NO VEGETATION OTHER THAN TURF OR GROUND COVERS PLANTED IN FRONT OF FDC.

8. IF TREES OR SHRUBS ARE LOCATED ON TOP OF FIELD VERIFIED UTILITIES, CONTRACTOR SHALL NOTIFY OWNER BEFORE ANY DIGGING HAS COMMENCED. VERIFY WITH OWNER IF AND WHICH SHRUBS/TREES SHALL BE TAKEN

OUT OF PROJECT/CONTRACT.

9. ALL LANDSCAPE AREAS SHALL BE MAINTAINED, INCLUDING MOWING, WATERING AND FERTILIZING BY CONTRACTOR, UP TO FINAL ACCEPTANCE. AT SUCH TIME OWNER WILL BE RESPONSIBLE FOR ALL MAINTENANCE.

LANDSCAPE AND IRRIGATION WILL BE WARRANTED FOR ONE (1) FULL YEAR AFTER FINAL ACCEPTANCE BY OWNER

10. TO THE MAXIMUM EXTENT FEASIBLE, TOPSOIL THAT IS REMOVED DURING CONSTRUCTION ACTIVITY SHALL BE CONSERVED FOR LATER USE ON AREAS REQUIRING REVEGETATION AND LANDSCAPING.

11. EXCAVATED MATERIAL TO BE USED AS FILL WILL HAVE ALL ROCKS, DEBRIS, WASTE MATERIAL, FROZEN MATERIAL, VEGETATION LARGER THAN 3" IN ANY DIMENSION REMOVED BEFORE PLACEMENT AND COMPACTION OF SOIL.

12. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING FOUNDATIONS AND A SMOOTH TRANSITION BETWEEN ALL ADJACENT EXISTING GRADES AND PROPOSED GRADES

13. PRIOR TO FINE GRADING, SOD AREAS AND PLANTING BEDS, SHALL BE THOROUGHLY LOOSENED AND TILLED TO A 6" DEPTH. REMOVE ALL UNSUITABLE TOPSOIL, INCLUDING ALL ROCKS LARGER THAN 3 INCHES IN ANY

DIRECTION, ALL CONCRETE, TRASH, DEBRIS, WEEDS, ROOTS AND OTHER WASTE MATERIALS. AFTER THAT TIME ORGANIC AMENDMENTS SHALL THEN BE THOROUGHLY TILLED AND INCORPORATED TO A MINIMUM 6" DEPTH IN

THESE AREAS AT THE MINIMUM OF RATE OF 3 CU. YDS. / 1,000 SQ.FT.

14. UNIFORMLY COMPACT AND FINE GRADE THESE SOD / GRASS AREAS AND PLANTING BEDS TO A SMOOTH SURFACE, FREE FROM IRREGULAR SURFACE CHANGES. CUT OUT SOFT SPOTS, FILL IN LOW SPOTS AND TRIM HIGH

SPOTS TO COMPLY WITH REQUIRED GRADE TOLERANCES.

15. ONCE COMPACTED AND FINE GRADED ALL ROCKS, DEBRIS, WASTE MATERIAL AND VEGETATION MATERIAL LARGER THAN 1/2" WILL BE RAKED FROM THE SURFACE AND REMOVED FROM SITE.

16. SOD TO BE 100% COLORADO GROWN DURA-TURF TALL FESCUE BLEND SPECIFICALLY GROWN FOR LOW WATER LAWN APPLICATIONS WITH MINIMUM THREE (3) IMPROVED VARIETIES, HAVING A HEALTHY VIGOROUS ROOT

SYSTEM. ONCE TURF IS LAID IT SHALL BE PROPERLY ROLLED, COMPACTED AND PUSHED TOGETHER TO ELIMINATE ANY GAPS BETWEEN ROLL EDGES. APPLY FERTILIZER IN THESE AREAS PER SOD FARM'S

RECOMMENDATIONS.

17. NATIVE SEED AREAS: ADEQUATE TEMPORARY IRRIGATION OR BY WATER TRUCK WILL BE PROVIDED FOR THE ESTABLISHMENT AND MAINTENANCE FOR THESE SEEDED AREAS, AND THAT NATIVE GRASSES SHALL BE

MAINTAINED IN A CONDITION OF ACCEPTABLE HEIGHT, FREE OF WEEDS, TRASH AND DEBRIS, AND SHALL NOT REPRESENT A FIRE HAZARD NOR BECOME A NUISANCE SITE FOR WATER OR WIND EROSION.

18. ALL PLANT MATERIALS ARE SIZED AND OUTLINED IN PLANT LIST. ALL PLANTS TO BE PLANTED IN AMENDED SOIL AND STAKED AS SHOWN IN DETAILS. ALL PLANT MATERIAL SHALL MEET OR EXCEED THE CODE OF STANDARDS

CURRENTLY RECOMMENDED BY THE COLORADO NURSERY ACT FOR NUMBER ONE GRADE.

19. IF PLANTS ARE IN NEED OF REPLACEMENT DUE TO DECLINING HEALTH, DISEASE, OR DEATH, THE PLANTS MUST BE REPLACED WITH THE ORIGINAL SPECIES UNLESS APPROVED BY THE CITY.

20. CHANGES IN PLANT SPECIES OF PLANT LOCATIONS FROM WHAT IS LISTED ON THE LANDSCAPE PLAN WILL REQUIRE THE APPROVAL OF THE CITY PRIOR TO INSTALLATION OF REPLACEMENT. OVERALL QUANTITY AND

QUALITY TO BE CONSISTENT WITH THE APPROVED PLANS. IN THE EVENT OF CONFLICT WITH THE QUANTITIES INCLUDED IN THE PLANT LIST, SPECIES AND QUANTITIES SHALL BE PROVIDED.

21. ALL TREES AND SHRUBS TO BE BALLED AND BURLAPPED, OR CONTAINERIZED.

22. ALL EXISTING TREES TO REMAIN UNLESS OTHERWISE NOTED

23. ALL PLANT MATERIAL SHALL HAVE ALL WIRE, TWINE, BASKETS, BURLAP, AND ALL OTHER NON-BIODEGRADABLE CONTAINMENT MATERIAL REMOVED FROM THE TRUNK AND/OR ROOT BALL OF THE PLANT, PRIOR TO PLANTING.

24. ALL SHRUB BEDS SHALL HAVE MINIMUM 4" DEPTH SHREDDED CEDAR MULCH - NATURAL COLOR AND/OR WASHED SMOOTH COBBLE. A CONTINUOUS LAYER OF TYPAR LANDSCAPE FABRIC OR APPROVED EQUAL SHALL BE

INSTALLED IN ALL SHRUB BEDS WITH 6" OVERLAP AT SEAMS WITH 4" STAPLES 4' O.C. IN ALL DIRECTIONS.

25. EDGING BETWEEN GRASS TYPES AND SHRUB BEDS / ROCK COBBLE SHALL BE HEAVY DUTY STEEL EDGER MIN.

1

8

" x 4" WITH ROUNDED TOP AND PLASTIC CAP AND SHALL BE SET LEVEL WITH THE TOP OF THE ADJACENT SOD.

NO EDGING SHALL BE USED BETWEEN CEDAR MULCH AND COBBLE TRANSITIONS.

26. ALL EXISTING TREES TO REMAIN UNLESS OTHERWISE NOTED.

Irrigation Notes

1. ENTIRE IRRIGATION SYSTEM AND ASSOCIATED IRRIGATION TAP(S) TO BE SIZED, DESIGNED AND BUILT BY CONTRACTOR. IRRIGATION CONTRACTOR

SHALL VERIFY P.S.I. AND GPM AVAILABLE. SYSTEM SHALL BE DESIGNED TO MEET THE AVAILABLE P.S.I. AND GPM. IF NECESSARY CONTACT THE WATER

DEPARTMENT PRIOR TO BEGINNING DESIGN TO OBTAIN AVAILABLE PRESSURES.

2. ALL INDICATED SOD GRASS AREAS ARE TO BE IRRIGATED BY A PERMANENT UNDERGROUND AUTOMATIC IRRIGATION SYSTEM. TURF AREAS LESS

THAN 25 FEET IN WIDTH ARE TO BE IRRIGATED WITH POP-UP SPRAY HEADS AND AREAS GREATER THAN 25 FEET SHALL USE A ROTOR POP-UP SPRAY

SYSTEM.

3. ALL TREES, SHRUBS AND PERENNIALS OUTSIDE OF IRRIGATED SOD AREAS, ARE TO BE IRRIGATED WITH A PERMANENT DRIP IRRIGATION SYSTEM.

4. IRRIGATION SYSTEM WITH RAIN SENSOR AND NECESSARY SLEEVING WILL BE DESIGNED AND BUILT BY CONTRACTOR AND ADJUSTED TO A LOW

WATER REQUIREMENT, BASED ON THE NEEDS OF SELECTED PLANT MATERIAL.

5. QUICK COUPLERS SHALL BE PROVIDED AT EACH POINT OF CONNECTION AND AT REGULAR SPACING ALONG THE IRRIGATION MAINLINE. SPACING OF

QUICK COUPLES SHALL NOT EXCEED 200 FEET. LOCATE QUICK COUPLING VALVE AT A POINT OF EASY ACCESS.

6. FINAL LOCATION OF IRRIGATION HEADS MUST BE APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO PLANTING. HEAD LOCATION SHALL BE

COORDINATED IN THE FIELD WITH EXISTING SITE CONDITIONS AND PLANT MATERIAL.

7. ALL IRRIGATION TRENCHES SHALL BE PROPERLY WATERED AND COMPACTED TO AVOID FUTURE SETTLING. ANY SETTLING DURING WARRANTY

PERIOD WILL BE REPAIRED BY THE CONTRACTOR AT NO COST TO THE OWNER.

8. COORDINATE ALL IRRIGATION WORK WITH EXISTING UTILITIES AND RESPECTIVE TRADES.

9. ALL IRRIGATION SLEEVING SHALL BE PROVIDED AND INSTALLED BY GENERAL CONTRACTOR. IRRIGATION CONTRACTOR SHALL COORDINATE

SLEEVING LOCATIONS WITH GENERAL CONTRACTOR. ALL IRRIGATION SLEEVING TO BE STAKED IN THE FIELD OR LOCATED ON DIMENSIONED

"AS-BUILT" DRAWING BY THE GENERAL CONTRACTOR TO ALLOW FUTURE USE AND LOCATION.

10. ALL LANDSCAPE AREAS TO BE IRRIGATED WITH A NON-POTABLE WATER SYSTEM.

1. SEED SHALL BE AS MANUFACTURED BY ARKANSAS VALLEY SEED SOLUTIONS, 4625 COLORADO BOULEVARD, DENVER, CO 80216,

(877) 957-3337.

2. SEED SHALL BE A MIXTURE THAT MATCHES THE FOLLOWING:

NON-IRRIGATED FOOTHILLS MIX

COMMON NAME %

ANNUAL RYEGRASS 20%

SLENDER WHEATGRASS 15%

CRESTED WHEATGRASS 12%

MOUNTAIN BROME 10%

HARD FESCUE 10%

CANADA BLUEGRASS 10%

SIDEOATS GRAMA 6%

BIG BLUESTEM 5%

BLUE GRAMA (COATED) 5%

SAND DROPSEED 1%

3. DRILLED APPLICATION RATE: 25.0 LBS (PLS) PER ACRE ( 0.57 LBS / 1000 SF

MULCH IN ALL NATIVE SEED AREAS:

1. IMMEDIATELY FOLLOWING THE RAKING OPERATION, ADD STRAW MULCH TO THE SEEDED AREAS.

2. APPLY STRAW MULCH AT A MINIMUM OF 1.5 TONS PER ACRE OF AIR DRY MATERIAL. SPREAD STRAW MULCH UNIFORMLY OVER

THE AREA WITH MECHANICAL MULCH SPREADER / CRIMPER. DO NOT MULCH WHEN WIND VELOCITY EXCEEDS 10 MPH.

3. WHEREVER THE USE OF CRIMPING EQUIPMENT IS PRACTICAL, PLACE MULCH IN THE MANNER NOTED ABOVE AND ANCHOR IT INTO

THE SOIL. USE A DISC SUCH AS A MULCH TILLER, WITH A FLAT SERRATED DISC AT LEAS ¼ INCH IN THICKNESS, HAVING DULL

EDGES, AND SPACE NO MORE THAN 9 INCHES APART, WITH DISCS OF SUFFICIENT DIAMETER TO PREVENT THE FRAME OF THE

EQUIPMENT FROM DRAGGING THE MULCH. ANCHOR MULCH A MINIMUM DEPTH OF 2 INCHES AND ACROSS THE SLOPE WHERE

PRACTICAL WITH NO MORE THAN TWO PASSES OF THE ANCHORING EQUIPMENT.

4. IMMEDIATELY UPON COMPLETION OF THE MULCHING AND BINDING OPERATION, THE SEEDED AREAS SHALL BE IRRIGATED,

KEEPING THE TOP 2 INCHES OF SOIL EVENLY MOIST UNTIL SEED HAS UNIFORMLY GERMINATED AND GROWN TO A HEIGHT OF

2-INCHES.

5. WATERING APPLICATION SHALL BE DONE IN A MANNER WHICH WILL PROVIDE UNIFORM COVERAGE BUT WHICH WILL NOT CAUSE

EROSION, MOVEMENT, OR DAMAGE TO THE FINISHED SURFACE.

Native Grass Seed Mix

TREE LAWN1 TREE PER 40 LF OF BLOCK FRONTAGE = 29,188 LF FRONTAGE/ 729 REQUIRED TREES (716 TREES PROVIDED)*DIFFERENCE IN TREES REQUIRED VS. TREES PROVIDED DUE TO UTILITY CONFLICTS

WILDWING II PROPERTY BOUNDARY = 5,633,252 SF/ 129.3 AC (NOT INCLUDING TOWN OF TIMNATH COMMUNITY PARK)20% OF PROPERTY = 1,126,650 SF/ 25.8 AC

NEIGHBORHOOD POOL PARK = 64,425/ 1.48 AC

Landscape Requirements

27. NO TREE SHALL BE PLACED WITHIN 30' OF STOP SIGNS.

28. LANDSCAPING IN THE FRONT YARD SETBACKS OF RESIDENTIAL PROPERTIES MUST BE INSTALLED WITHIN ONE (1) YEAR OF ISSUANCE OF CERTIFICATE

OF OCCUPANCY.

29. ALL OPEN SPACE AND COMMON AREAS TO BE MAINTAINED BY THE METRO DISTRICT.

2 3 4

5 6 7

98

FUTURE

DEVELOPMENT

TOWN OF TIMNATH

EXISTING

FIRST

FILING

NEIGHBORHOOD

POOL PARK

TIMNATH

RESERVOIR

POCKET

PARK

POCKET

PARK

POCKET

PARK

POCKET

PARK

POCKET

PARK

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15' TALL

GRUB PILE

WO0D

PILE

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LOT 7

LOT 6

LOT 5

LOT 4

LOT 3

LOT 2 LOT 1

LOT 5

LOT 8

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LOT 3

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BLOCK 1

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TRACT A

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12" PVC

FL=4924.3

18" RCP

FES=4930.0

18" RCP

FES=4928.5

18" RCP

FES=4916.3

EDGE OF WATER

RIP RAP

CONCRETE

DITCH

EDGE OF

WATER

EDGE OF WATER

EDGE OF

WATER

EDGE OF

WATER

EDGE OF

WATER

TRANSFOMER

INLET

FL=4920.1

INV (NE) 4916.9 18" RCP

DMH #1

RIM=4922.9

INV (N) 4918.9 18" RCP

INV (SW) 4919.1 18" RCP

SMH #1

RIM=4932.1

INV (N) 4915.3 18" RCP

INV (W) 4915.2 18" RCP

SMH #2

RIM=4923.4

INV (N) 4910.2 8" PVC

INV (E) 4910.2 8" PVC

INV (W) 4910.3 8" PVC

SMH #3

RIM=4923.0

INV (SE) 4909.3 18" PVC

INV (NW) 4909.4 18" RCP

15' TALL

GRUB PILE

WO0D

PILE

PILE

6" VERTICAL

PVC VENT

6" VERTICAL

PVC VENT

BOLLARD

(TYPICAL)

CONCRETE

VAULT

6" VERTICAL

PVC VENT

BOLLARD

(TYPICAL)

CONCRETE

VAULT

GRAVEL

PILE

FOUND #4 REBAR

WITH YELLOW

PLASTIC CAP

LS #31169

FOUND #4 REBAR

WITH YELLOW

PLASTIC CAP

LS #31169

FOUND #4 REBAR

WITH YELLOW

PLASTIC CAP

LS #31169

IRRIGATION

IRRIGATION

IRRIGATION

TRANSFORMER

DISTRICT NO. 2

DISTRICT NO. 1

DISTRICT NO. 3

DISTRICT NO. 1

TIMNATH RESERVIOR

112894936.03STORM LINE 18IN CMP

11300

4939.42STORM LINE 18IN CMP 204744936.02STORM LINE CMP18

204854939.42

STORM LINE CMP18

204904939.62EDGE CONCRETE CONC DITCH TOE204914939.63EDGE CONCRETE CONC DITCH TOE

DURA TURF SOD



XXX S.F.


APPROVED EQUAL)


MIX

XXX S.F.

EXISTING TREES

MONUMENT SIGN

TREE TO BE REMOVED



SMOOTH RIVER COBBLE

SCALE 1" = 50'

50'0 100'75'

NORTH

OF:

SHEET NUMBER:

TIMNATH, COLORADO




TEL

WEB


PREPARED FOR

REVISIONS

SHEET INFORMATION

DATE

SEAL

10

August 7, 2015

PROJECT TITLE

SHEET TITLE

ISSUE DATE


FINALLANDSCAPEPLAN


MA

TC

H L

IN

E S

HE

ET

3

Landscape Plan

2

Plan Key Map:

Landscape Schedule:

Landscape Legend:

2 3 4

5 6 7

98

FUTURE

DEVELOPMENT

MATCH LINE SHEET 5

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LOT 2

LOT 1

LOT 9

LOT 8

LOT 7

LOT 6

LOT 5

LOT 4

LOT 3

LOT 2

LOT 1

LOT 12

LOT 11

LOT 10

LOT 9

LOT 8

LOT 7

LOT 6

LOT 5

LOT 4

LOT 3

LOT 2

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LOT 6

LOT 5

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LOT 2

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LOT 9

LOT 8

LOT 7

LOT 6

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LOT 11

LOT 10

LOT 9

LOT 8

LOT 7

LOT 6

LOT 5

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BLOCK 2

BLOCK 5

BLOCK 7

BLOCK 8 BLOCK 9

BLOCK 10

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LOT 1

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TRACT F

TRACT E

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18" RCP

FES=4928.5

18" RCP

FES=4916.3

EDGE OF WATER

RIP RAP

CONCRETE

DITCH

EDGE OF

WATER

EDGE OF WATER

EDGE OF

WATER

EDGE OF

WATER

EDGE OF

WATER

TRANSFOMER

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FL=4920.1

INV (NE) 4916.9 18" RCP

DMH #1

RIM=4922.9

INV (N) 4918.9 18" RCP

INV (SW) 4919.1 18" RCP

SMH #1

RIM=4932.1

INV (N) 4915.3 18" RCP

INV (W) 4915.2 18" RCP

SMH #2

RIM=4923.4

INV (N) 4910.2 8" PVC

INV (E) 4910.2 8" PVC

INV (W) 4910.3 8" PVC

SMH #3

RIM=4923.0

INV (SE) 4909.3 18" PVC

INV (NW) 4909.4 18" RCP

15' TALL

GRUB PILE

WO0D

PILE

PILE

6" VERTICAL

PVC VENT

6" VERTICAL

PVC VENT

BOLLARD

(TYPICAL)

CONCRETE

VAULT

6" VERTICAL

PVC VENT

BOLLARD

(TYPICAL)

CONCRETE

VAULT

GRAVEL

PILE

FOUND #4 REBAR

WITH YELLOW

PLASTIC CAP

LS #31169

FOUND #4 REBAR

WITH YELLOW

PLASTIC CAP

LS #31169

FOUND #4 REBAR

WITH YELLOW

PLASTIC CAP

LS #31169

IRRIGATION

IRRIGATION

IRRIGATION

TRANSFORMER

DISTRICT NO. 2

DISTRICT NO. 1

DISTRICT NO. 3

DISTRICT NO. 1

TIMNATH RESERVIOR


11300


204854939.42

STORM LINE CMP18


DURA TURF SOD



XXX S.F.


APPROVED EQUAL)


MIX

XXX S.F.

EXISTING TREES

MONUMENT SIGN

TREE TO BE REMOVED



SMOOTH RIVER COBBLE

Landscape Plan

OF:

SHEET NUMBER:

TIMNATH, COLORADO




TEL

WEB


PREPARED FOR

REVISIONS

SHEET INFORMATION

DATE

SEAL

10

August 7, 2015

PROJECT TITLE

SHEET TITLE

ISSUE DATE


FINALLANDSCAPEPLAN


MATCH LINE SHEET 5

MA

TC

H L

IN

E S

HE

ET

2

3

SCALE 1" = 50'

50'0 100'75'

NORTH

Plan Key Map:

Landscape Schedule:

Landscape Legend:

2 3 4

5 6 7

98

MA

TC

H L

IN

E S

HE

ET

4

POCKET

PARK

POCKET

PARK

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AutoCAD SHX TextY

AutoCAD SHX TextD

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EDGE OF WATER

RIP RAP

CONCRETE

DITCH

EDGE OF

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EDGE OF

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WATER

EDGE OF

WATER

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INV (SW) 4919.1 18" RCP

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INV (N) 4915.3 18" RCP

INV (W) 4915.2 18" RCP

SMH #2

RIM=4923.4

INV (N) 4910.2 8" PVC

INV (E) 4910.2 8" PVC

INV (W) 4910.3 8" PVC

SMH #3

RIM=4923.0

INV (SE) 4909.3 18" PVC

INV (NW) 4909.4 18" RCP

15' TALL

GRUB PILE

WO0D

PILE

PILE

6" VERTICAL

PVC VENT

6" VERTICAL

PVC VENT

BOLLARD

(TYPICAL)

CONCRETE

VAULT

6" VERTICAL

PVC VENT

BOLLARD

(TYPICAL)

CONCRETE

VAULT

GRAVEL

PILE

FOUND #4 REBAR

WITH YELLOW

PLASTIC CAP

LS #31169

FOUND #4 REBAR

WITH YELLOW

PLASTIC CAP

LS #31169

FOUND #4 REBAR

WITH YELLOW

PLASTIC CAP

LS #31169

IRRIGATION

IRRIGATION

IRRIGATION

TRANSFORMER

DISTRICT NO. 2

DISTRICT NO. 1

DISTRICT NO. 3

DISTRICT NO. 1

TIMNATH RESERVIOR


11300


204854939.42

STORM LINE CMP18


DURA TURF SOD



XXX S.F.


APPROVED EQUAL)


MIX

XXX S.F.

EXISTING TREES

MONUMENT SIGN

TREE TO BE REMOVED



SMOOTH RIVER COBBLE

OF:

SHEET NUMBER:

TIMNATH, COLORADO




TEL

WEB


PREPARED FOR

REVISIONS

SHEET INFORMATION

DATE

SEAL

10

August 7, 2015

PROJECT TITLE

SHEET TITLE

ISSUE DATE


FINALLANDSCAPEPLAN


Landscape Plan

4

MA

TC

H L

IN

E S

HE

ET

3

OWNER:

TOWN OF TIMNATH

SCALE 1" = 50'

50'0 100'75'

NORTH

Plan Key Map:

Landscape Schedule:

Landscape Legend:

2 3 4

5 6 7

98

MATCH LINE SHEET 6

** NOTE **

BUILDING UNITS BEYOND 150'

FROM FLOW LINE REQUIRE

FIRE SPRINKLER SYSTEM

**

**

**

**

**

**

**

**

**

**

EXISTING TRAIL

TO BE REMOVED

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6

''

W

6

''

W

6''

W 6

''

W 6

''

W 6

''

W

6''

W

6''

W

6''

W

6''

W

6''

W

6

'

'

W

6

'

'

I

R

8

''

I

R

8

'

'

I

R

8

'

'

IR

8'' I

R 8

''

IR 8

''

IR 8

''

IR 8

''

IR

12''

IR

12''

IR

12''

IR

12''

IR

IR

IR

IR

IR

S

IR

IR

M

IR

IR

IR

4925

21

21

22

22

22

23

23

23

24

23

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

TIMNATH RESERVIOR

LOT 5

LOT 4

LOT 3

LOT 2

LOT 3LOT 2

LOT 1

LOT 8

LOT 7

LOT 6

LOT 3

LOT 2

LOT 1LOT 6

LOT 5

LOT 4

BLOCK 13

BLOCK 3

BLOCK 12

BLOCK 4

TRACT C

TRACT D

M

A

J

E

S

T

I

C

V

I

E

W

D

R

I

V

E

M

AJE

ST

IC V

IEW

DR

IVE

TRAC

T C

LOT 1 TRAC

T I

BLOCK 14

8

'

C

O

N

C

R

E

T

E

T

R

A

I

L

CCCC

CCCC

CCCC

CC

CC

S

W

O

S

W

O

VB

VB

VB

VB

VB

VB

VB

VB

VB

VB

EB

VB

VB

12" PVC

FL=4924.3

18" RCP

FES=4930.0

18" RCP

FES=4928.5

18" RCP

FES=4916.3

EDGE OF WATER

RIP RAP

CONCRETE

DITCH

EDGE OF

WATER

EDGE OF WATER

EDGE OF

WATER

EDGE OF

WATER

EDGE OF

WATER

TRANSFOMER

INLET

FL=4920.1

INV (NE) 4916.9 18" RCP

DMH #1

RIM=4922.9

INV (N) 4918.9 18" RCP

INV (SW) 4919.1 18" RCP

SMH #1

RIM=4932.1

INV (N) 4915.3 18" RCP

INV (W) 4915.2 18" RCP

SMH #2

RIM=4923.4

INV (N) 4910.2 8" PVC

INV (E) 4910.2 8" PVC

INV (W) 4910.3 8" PVC

SMH #3

RIM=4923.0

INV (SE) 4909.3 18" PVC

INV (NW) 4909.4 18" RCP

15' TALL

GRUB PILE

WO0D

PILE

PILE

6" VERTICAL

PVC VENT

6" VERTICAL

PVC VENT

BOLLARD

(TYPICAL)

CONCRETE

VAULT

6" VERTICAL

PVC VENT

BOLLARD

(TYPICAL)

CONCRETE

VAULT

GRAVEL

PILE

FOUND #4 REBAR

WITH YELLOW

PLASTIC CAP

LS #31169

FOUND #4 REBAR

WITH YELLOW

PLASTIC CAP

LS #31169

FOUND #4 REBAR

WITH YELLOW

PLASTIC CAP

LS #31169

IRRIGATION

IRRIGATION

IRRIGATION

TRANSFORMER

DISTRICT NO. 2

DISTRICT NO. 1

DISTRICT NO. 3

DISTRICT NO. 1

TIMNATH RESERVIOR


11300


204854939.42

STORM LINE CMP18


DURA TURF SOD



XXX S.F.


APPROVED EQUAL)


MIX

XXX S.F.

EXISTING TREES

MONUMENT SIGN

TREE TO BE REMOVED



SMOOTH RIVER COBBLE

OF:

SHEET NUMBER:

TIMNATH, COLORADO




TEL

WEB


PREPARED FOR

REVISIONS

SHEET INFORMATION

DATE

SEAL

10

August 7, 2015

PROJECT TITLE

SHEET TITLE

ISSUE DATE


FINALLANDSCAPEPLAN


MATCH LINE SHEET 3

MA

TC

H L

IN

E S

HE

ET

6

Landscape Plan

5

SCALE 1" = 50'

50'0 100'75'

NORTH

Plan Key Map:

Landscape Schedule:

Landscape Legend:

2 3 4

5 6 7

98

POCKET

PARK

AutoCAD SHX TextW

AutoCAD SHX TextIR

AutoCAD SHX TextIR

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S

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6

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6

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4

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4

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4

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4

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W

6

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8

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W 6''

IR

8''

IR

8''

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6

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6

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1

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1

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6''

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2

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1

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1

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8

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6

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6

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6

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6

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6

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6

''

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IR

IR

IR

IR

IR

IR

M

M

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

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S

8

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8

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8

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8

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8

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8

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4

''

W

4

''

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M

M

W

4

''

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4

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W

4

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4

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M

M

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S

8

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4

9

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0

31

32

4

9

3

5

34

33

33

34

34

31

32

33

32

32

4

9

2

5

4

9

2

5

21

TIMNATH RESERVIOR

LOT 1

LOT 2

LOT 4

LOT 3

LOT 2LOT 1

LOT 3

LOT 1

LOT 2

LOT 1

LOT 2

LOT 2

LOT 1

LOT 3

LOT 2

LOT 1

LOT 1

LOT 2

LOT 3LOT 4

LOT 1

LOT 2

LOT 1

LOT 2

LOT 4

LOT 3

TRACT D

BLOCK 4BLOCK 6 BLOCK11

BLOCK 12

BLOCK 13

BLOCK 14

BLOCK 19

TRACT C

TRACT D

TRACT D

TRACT D

TRACT E

TRACT G

THUNDERVIEW DRIVE

T

H

U

N

D

E

R

V

I

E

W

D

R

I

V

E

W

A

T

E

R

V

I

E

W

S

T

R

E

E

T

S

T

R

A

T

U

S

C

O

U

R

T

L

A

M

IN

A

R

C

IR

C

L

E

BLOCK 20

BLOCK 5

LOT 24

LOT 23

LOT 22LOT 21

LOT 28

LOT 27

LOT 26

LOT 25BLOCK

28

B

Y

E

R

S

C

O

U

R

T

TRACT C

8' E

X

IS

T

IN

G

T

R

A

IL

6

' E

X

IS

T

IN

G

T

R

A

IL

6' E

XIS

TIN

G

TR

AIL

6' PROPOSED TRAIL

CONNECTION

CCCC

CCCC

CCCC

CC

CC

S

W

O

S

W

O

VB

VB

VB

VB

VB

VB

VB

VB

VB

VB

EB

VB

VB

12" PVC

FL=4924.3

18" RCP

FES=4930.0

18" RCP

FES=4928.5

18" RCP

FES=4916.3

EDGE OF WATER

RIP RAP

CONCRETE

DITCH

EDGE OF

WATER

EDGE OF WATER

EDGE OF

WATER

EDGE OF

WATER

EDGE OF

WATER

TRANSFOMER

INLET

FL=4920.1

INV (NE) 4916.9 18" RCP

DMH #1

RIM=4922.9

INV (N) 4918.9 18" RCP

INV (SW) 4919.1 18" RCP

SMH #1

RIM=4932.1

INV (N) 4915.3 18" RCP

INV (W) 4915.2 18" RCP

SMH #2

RIM=4923.4

INV (N) 4910.2 8" PVC

INV (E) 4910.2 8" PVC

INV (W) 4910.3 8" PVC

SMH #3

RIM=4923.0

INV (SE) 4909.3 18" PVC

INV (NW) 4909.4 18" RCP

15' TALL

GRUB PILE

WO0D

PILE

PILE

6" VERTICAL

PVC VENT

6" VERTICAL

PVC VENT

BOLLARD

(TYPICAL)

CONCRETE

VAULT

6" VERTICAL

PVC VENT

BOLLARD

(TYPICAL)

CONCRETE

VAULT

GRAVEL

PILE

FOUND #4 REBAR

WITH YELLOW

PLASTIC CAP

LS #31169

FOUND #4 REBAR

WITH YELLOW

PLASTIC CAP

LS #31169

FOUND #4 REBAR

WITH YELLOW

PLASTIC CAP

LS #31169

IRRIGATION

IRRIGATION

IRRIGATION

TRANSFORMER

DISTRICT NO. 2

DISTRICT NO. 1

DISTRICT NO. 3

DISTRICT NO. 1

TIMNATH RESERVIOR


11300


204854939.42

STORM LINE CMP18


DURA TURF SOD



XXX S.F.


APPROVED EQUAL)


MIX

XXX S.F.

EXISTING TREES

MONUMENT SIGN

TREE TO BE REMOVED



SMOOTH RIVER COBBLE

OF:

SHEET NUMBER:

TIMNATH, COLORADO




TEL

WEB


PREPARED FOR

REVISIONS

SHEET INFORMATION

DATE

SEAL

10

August 7, 2015

PROJECT TITLE

SHEET TITLE

ISSUE DATE


FINALLANDSCAPEPLAN


MATCH LINE SHEET 4

MA

TC

H L

IN

E S

HE

ET

5

Landscape Plan

6

SCALE 1" = 50'

50'0 100'75'

NORTH

Plan Key Map:

Landscape Schedule:

Landscape Legend:

2 3 4

5 6 7

98

MA

TC

H L

IN

E S

HE

ET

7

MATCH LINE SHEET 8

TOWN OF TIMNATH

EXISTING FILING ONE

** NOTE **

BUILDING UNITS BEYOND 150'

FROM FLOW LINE REQUIRE

FIRE SPRINKLER SYSTEM

**

**

**

**

POCKET

PARK

AutoCAD SHX TextW

AutoCAD SHX TextIR

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextW

AutoCAD SHX TextS

AutoCAD SHX TextW

AutoCAD SHX TextS

AutoCAD SHX TextW

AutoCAD SHX TextS

AutoCAD SHX TextW

AutoCAD SHX TextS

AutoCAD SHX TextW

AutoCAD SHX TextS

AutoCAD SHX TextW

AutoCAD SHX TextS

AutoCAD SHX TextW

AutoCAD SHX TextW

AutoCAD SHX TextS

AutoCAD SHX TextH

AutoCAD SHX TextY

AutoCAD SHX TextD

AutoCAD SHX TextH

AutoCAD SHX TextY

AutoCAD SHX TextD

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextW

AutoCAD SHX TextIR

AutoCAD SHX TextS

AutoCAD SHX TextW

AutoCAD SHX TextS

AutoCAD SHX TextW

AutoCAD SHX TextIR

AutoCAD SHX TextS

AutoCAD SHX TextW

AutoCAD SHX TextIR

AutoCAD SHX TextS

AutoCAD SHX TextW

AutoCAD SHX TextS

AutoCAD SHX TextW

AutoCAD SHX TextS

AutoCAD SHX TextW

AutoCAD SHX TextS

AutoCAD SHX TextW

AutoCAD SHX TextS

AutoCAD SHX TextW

AutoCAD SHX TextIR

AutoCAD SHX TextH

AutoCAD SHX TextY

AutoCAD SHX TextD

AutoCAD SHX TextH

AutoCAD SHX TextY

AutoCAD SHX TextD

AutoCAD SHX TextIR

AutoCAD SHX TextIR

AutoCAD SHX TextIR

AutoCAD SHX TextIR

AutoCAD SHX TextMB

S

S

8

'

'

S

SS

8

''

SS

8

''

SS

8

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IR

6

''

IR

6

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IR

6

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8

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8

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8

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W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6''

IR 8'' IR 8'' IR 8'' IR 8'' IR 8'' IR 8'' IR 8''

W

4

''

W 4

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W 4

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W 4

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W

6

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IR

8

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W 6

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W 6

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W 6

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6

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6

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6

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6

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6''

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6''

W

6''

W

6''

W

6''

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8

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8

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1

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1

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12''

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12''

IR

12''

IR

12''

IR

12''

I

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8

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W

6

''

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6

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IR

IR

S

S

8

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SS 8''

SS 8''

B

IR

M

26

27

28

29

4

9

3

0

28

29

31

32

33

4

9

3

5

34

36

36

TRACT E

LOT 3

LOT 1LOT 2

LOT 1

LOT 2

LOT 3LOT 1

LOT 2

LOT 3

LOT 3

LOT 2

LOT 1

LOT 11

LOT 10

LOT 9

LOT 8

LOT 7

LOT 4

LOT 5

LOT 6

LOT 1

LOT 2

LOT 6

LOT 5

LOT 4

LOT 3

LOT 2

LOT 1

LOT 6LOT 5LOT 4LOT 3LOT 2LOT 1

LOT3BLOCK 16

BLOCK 16BLOCK 17BLOCK 18

BLOCK 23

BLOCK 22

TRACT F

TRACT A

TRACT F

TRACT F

TRACT E TRACT E

BLOCK 21

BLOCK 22

BLOCK 15

TRACT A

CCCC

CCCC

CCCC

CC

CC

S

W

O

S

W

O

VB

VB

VB

VB

VB

VB

VB

VB

VB

VB

EB

VB

VB

12" PVC

FL=4924.3

18" RCP

FES=4930.0

18" RCP

FES=4928.5

18" RCP

FES=4916.3

EDGE OF WATER

RIP RAP

CONCRETE

DITCH

EDGE OF

WATER

EDGE OF WATER

EDGE OF

WATER

EDGE OF

WATER

EDGE OF

WATER

TRANSFOMER

INLET

FL=4920.1

INV (NE) 4916.9 18" RCP

DMH #1

RIM=4922.9

INV (N) 4918.9 18" RCP

INV (SW) 4919.1 18" RCP

SMH #1

RIM=4932.1

INV (N) 4915.3 18" RCP

INV (W) 4915.2 18" RCP

SMH #2

RIM=4923.4

INV (N) 4910.2 8" PVC

INV (E) 4910.2 8" PVC

INV (W) 4910.3 8" PVC

SMH #3

RIM=4923.0

INV (SE) 4909.3 18" PVC

INV (NW) 4909.4 18" RCP

15' TALL

GRUB PILE

WO0D

PILE

PILE

6" VERTICAL

PVC VENT

6" VERTICAL

PVC VENT

BOLLARD

(TYPICAL)

CONCRETE

VAULT

6" VERTICAL

PVC VENT

BOLLARD

(TYPICAL)

CONC

Planting Details...BLOCK 13 BLOCK 2 BLOCK 6 BLOCK 2 BLOCK 5 BLOCK 3 BLOCK 7 BLOCK 8 BLOCK 9 BLOCK 10...

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Transcript of Planting Details...BLOCK 13 BLOCK 2 BLOCK 6 BLOCK 2 BLOCK 5 BLOCK 3 BLOCK 7 BLOCK 8 BLOCK 9 BLOCK 10...