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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
SLOW RELEASE FERTILIZER TABLET (TYP.)
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
SLOW RELEASE FERTILIZER TABLET (TYP.)
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
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OT
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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
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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
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IL
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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
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WO
VB
VB
VB
VB
VB
VB
VB
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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
PARK
PARK
PARK
PARK
PARK
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15' TALL
GRUB PILE
WO0D
PILE
PILE
LOT 7
LOT 6
LOT 5
LOT 4
LOT 3
LOT 2 LOT 1
LOT 5
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
BLOCK 1
BLOCK 1
BLOCK 2
BLOCK 6
BLOCK 2TRACT B
TRACT A
TRACT G
TRACT F
WILDWING DRIVE
MA
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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
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
SCALE 1" = 50'
50'0 100'75'
NORTH
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
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 4
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LOT 2
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LOT 8
LOT 2
LOT 1
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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 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 2
BLOCK 5
BLOCK 7
BLOCK 8 BLOCK 9
BLOCK 10
BLOCK 11
BLOCK 3LOT 2
LOT 1
LOT 6
LOT 7TRACT D
TRACT F
TRACT E
TRACT G
TRACT D
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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
INLET
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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
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 Plan
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
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
PARK
PARK
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AutoCAD SHX TextY
AutoCAD SHX TextD
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LOT 12
LOT 13
LOT 14
LOT 15
LOT 16
LOT 17
LOT 18
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18" RCP
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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
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
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
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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AutoCAD SHX TextW
AutoCAD SHX TextS
AutoCAD SHX TextW
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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
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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
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PILE
6" VERTICAL
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6" VERTICAL
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(TYPICAL)
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(TYPICAL)
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PILE
FOUND #4 REBAR
WITH YELLOW
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LS #31169
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WITH YELLOW
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WITH YELLOW
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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
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
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
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
PARK
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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
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BLOCK 5
LOT 24
LOT 23
LOT 22LOT 21
LOT 28
LOT 27
LOT 26
LOT 25BLOCK
28
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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
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
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
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
**
**
**
**
PARK
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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
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W
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VB
VB
VB
VB
VB
VB
VB
VB
VB
VB
EB
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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