HomeMy WebLinkAboutMULBERRY STREET OVER POUDRE RIVER PHASE 2 - Filed STR-STREETS - 2018-06-05RIVERSIDE AVENUE
4960
RIGHT OF WAY
EAST BOUND MULBERRY STREET
(SH 14)
COBBLE MULCH, TYP.
WOOD MULCH, TYP.
1C,1B,1A,1B 1D,1C,1B,3A,1B,2C
1B,2A,2B,3C,2D
WEST BOUND MULBERRY STREET
(SH 14)
4963
4964
4965
4962
4962
4961
4960
4960
4961
4959
4958
4950
4945
4940
4950
4955
4960
19'-9" 28'-8" 50'-3" 29'-11" 44'-4"
D1
5
1D, 2C TYPICAL MEDIAN SECTION
44' 12'-9"
EXISTING
CONTOUR, TYP
PROPOSED
CONTOUR, TYP
STEEL EDGER, TYP.
STEEL EDGER, TYP.
INLET PROTECTION
INLET PROTECTION
BOULDER RETAINING WALL.
STACK BOULDERS TO RETAIN
GRADE FOR PLANTING AREA,
STEP BOULDERS WITH GRADE
TOP OF END BOULDER
SHALL BE A MINIMUM 6"
ABOVE TOP OF WALL
TOP OF END BOULDER SHALL
BE A MINIMUM 6" ABOVE TOP
OF FINISH GRADE
EXTEND WOOD MULCH
REMOVE EXISTING GEOTEXTILE FABRIC &
WEEDS BETWEEN BOULDERS AND
SIDEWALK. ADD TOPSOIL SO GRADE
MATCHES EXISTING PLANTING BED
D2
1
COBBLE
MULCH
4957
4959
4956
4956
4957
4955
4952
4951
4951
4952
4953
4945
4940
4950
4955
4950
4954
4953
WEST BOUND MULBERRY STREET
(SH 14)
EAST BOUND MULBERRY STREET
(SH 14)
COBBLE MULCH, TYP.
WOOD MULCH, TYP.
STEEL EDGER, TYP.
4950
4955
4950
4945
4940
4945
4945
4940
2B,3A,3B,3C,2D
3C,2B,4A,2B,3C
1C,2B,3A,3B,3C,3D
1C,2B,3A,2B,2C,1D
EXISTING DOUBLE
CURB
EXISTING BRIDGE
RAIL TERMINUS
COLUMN
4954
4953
EXISTING BRIDGE RAIL
TERMINUS COLUMN
EXISTING BRIDGE
RAIL & PEDESTRIAN
RAILING
EXISTING BRIDGE
RAIL & PEDESTRIAN
RAILING
BRIDGE RAISED MEDIAN,
EXISTING
41'-5" 50' 46'-2" 98'-4" 44'-8" 63'-7" 34'-5" 39'-1"
D1
5
TYPICAL MEDIAN SECTION
STEEL EDGER, TYP.
STEEL
4945
4940
4935
PLANTER POT LAYOUT -
WEST PLINTH
PLANTER POT LAYOUT -
MIDDLE PLINTHS
PLANTER POT LAYOUT-
EAST PLINTH
EXISTING RAISED
MEDIAN & PLINTHS
EXISTING BRIDGE RAIL &
PEDESTRIAN RAILING
(4) EXISTING BRIDGE COLUMNS
EXISTING BRIDGE RAIL &
PEDESTRIAN RAILING
(4) EXISTING BRIDGE COLUMNS
D4
1
D4
2
D5
1
D1 TYPICAL PLANTER POT
6
100YR FLOODPLAIN
500YR FLOODPLAIN
FLOODWAY
FLOODWAY
EXISTING RIPRAP EXISTING RIPRAP
D5
2
COBBLE
MULCH
WOOD
MULCH
BUFF SANDSTONE
BOULDERS
2' H x 2' W x 4' L
2' H x 2' W x 3' L
2' H x 2' W x 2' L
20" H x 1.5' W x 1.5' L
A
B
C
COBBLE D
KEY MAP
LEGEND
MATCHLINE - SEE SHEET S2
SITE PLAN
City of
fcgov.com/engineering Engineering 11
S3
MATCHLINE - SEE SHEET S4
0' 10' 20' 40'
BHA Design Incorporated
1603 Oakridge Drive
Fort Collins, Colorado 80525
voice: 970.223.7577
www.bhadesign.com
4940
4944
4945
4944
4943
4939
4940
4938
4937
4938
LEMAY AVENUE
WEST BOUND MULBERRY STREET
(SH 14)
EAST BOUND MULBERRY STREET
(SH 14)
LEMAY AVENUE
COBBLE MULCH, TYP.
WOOD MULCH, TYP.
STEEL EDGER, TYP.
EXISTING BRIDGE RAIL
TERMINUS COLUMN
EXISTING BRIDGE RAIL
TERMINUS COLUMN
EXISTING RAISED
BRIDGE MEDIAN
EXISTING MSE WALLS
EXISTING PEDESTRIAN
RAILING
EXISTING MSE WALLS
EXISTING PEDESTRIAN
RAILING
11'-10" 28'-9" 13'-9" 33'-9"
20'-8" 7'-3" 16'-3"
EXISTING DOUBLE CURB
4946
STEEL EDGER, TYP.
STEEL EDGER, TYP.
STEEL EDGER, TYP.
500YR FLOODPLAIN
100YR FLOODPLAIN
SIDEWALK CHASE W/
TRENCH GRATE
D3
4
D3 NORTH OVERLOOK
1
D3 SOUTH OVERLOOK
2
SIDEWALK CHASE W/
TRENCH GRATE
D3
4
EXISTING
CONTOUR, TYP
PROPOSED
CONTOUR, TYP
20'-1" 18'-7"
INLET PROTECTION
INLET PROTECTION
INLET PROTECTION
RIVERSIDE AVENUE
4960
RIGHT OF WAY
EAST BOUND MULBERRY STREET
(SH 14)
WEST BOUND MULBERRY STREET
(SH 14)
3 RH AR
5 OE MI
5 NE LT
2 BO GR
3 CO MB
6 PE PI
6 SC SO
3 VE CR
3 JU EF
3 MA RB
5 SY OR
7 GA CG
3 GE VI
5 PI GL
3 CO MB
3 GE VI
7 PE AL
3 PI SD
3 PO YG
3 OE MI
3 NE LT
3 AR FR
3 OE MI 5 CO MB
6 LA HI
11 NA TE
5 SE AJ
3 CO CB
3 PI MV
3 CA SP
3 CO MB
3 RO WO
6 PE AL 3 CO MB
3 SY OR
5 VE CR
4 AR FR 4 JU BS
3 YU GL
7 PE PI 9 NA TE
9 GA CG
5 AG CR
3 VE CR
5 AG CR
1 SE AJ
5 SA NE
4950
4940 4945
4950
4955
4960
8 SC BL
3 PH DG
3 JU EF
10 AM CA
5 BE LY
4945
4940
4950
4955
4950
WEST BOUND MULBERRY STREET
(SH 14)
EAST BOUND MULBERRY STREET
(SH 14)
4950
4955
4950
4945
4940
4945
4945
4940
9 SC BL
3 PI SD
5 AR FR
5 CH NA
3 AG SS
4 LI PE
3 AG SS
5 LI PE
3 BO GR
3 MA RB
3 JU CC
5 VE CR
5 CO MB
3 SY AL
2 RH TR
3 GE VI
4 AG CR
3 OE MI
5 SA NE
3 CO MB
5 NE LT
5 GA CG
5 VE CR
5 GA CG
3 CO MB
3 NE LT
11 PA VI 5 AR ME
5 AR ME
4 JA AM
5 PE ST
3 UL JA
5 SA NE
4 JU BS
7 PE ST
8 PE ST
3 JU EF
5 PE ST
5 SA NE
5 CO MB 5 JU SK
7 CA KF
5 PE LS
3 CO MB 11 PE AL
3 CA IN
4940
LEMAY AVENUE
WEST BOUND MULBERRY STREET
(SH 14)
EAST BOUND MULBERRY STREET
(SH 14)
LEMAY AVENUE
3 CA SP
6 PA VI
5 SY OR
5 GE VI
5 GA CG 3 AR ME
7 AG CR
3 BO GR
3 PI MU
3 SY OR
5 CA IN
3 YU GL
3 PI GL
5 GE VI
3 AR FR
3 YU GL
3 CO MB
5 SA NE
3 VE CR
5 PE AL
3 CO MB
3 YU GL
2 AG CR
5 PE AL
3 NE LT
3 AR FR
3 CO MB
3 CA IN
3 NE LT
3 BO GR
3 AG SS
3 CO MB
3 YU GL
3 PE PI
3 AR FR
2 BO GR
3 PI GL
5 LA HI
3 SE AJ
5 AG SS
5 PE AL
4 PO DE
4 PO AC
5 PO DE
3 PI PO
3 SY IS
5 AC HW
5 AR PA
5 AR FR
1 AR CA
3 AR CA
3 YU GL
2 PI MV
5 JU BS
REPRESENTATIVE PLANT LIST
City of
fcgov.com/engineering Engineering PLANT LIST & NOTES 11
L4
GENERAL NOTES
1. LANDSCAPE MATERIALS SHALL BE IN ACCORDANCE WITH AAN SPECIFICATIONS FOR NUMBER ONE GRADE.
2. TREES TO BE BALLED AND BURLAPPED, UNLESS OTHERWISE NOTED.
3. THE FOLLOWING SEPARATIONS SHALL BE PROVIDED BETWEEN TREES/SHRUBS AND UTILITIES:
3.1. 40 FEET BETWEEN CANOPY TREES AND STREET LIGHTS
3.2. 15 FEET BETWEEN ORNAMENTAL TREES AND STREETLIGHTS
3.3. 10 FEET BETWEEN TREES AND PUBLIC WATER AND SANITARY AND STORM SEWER LINES
3.4. 6 FEET BETWEEN TREES AND WATER AND SANITARY SERVICE LINES
3.5. 4 FEET BETWEEN TREES AND GAS LINES
3.6. 4 FEET BETWEEN SHRUBS AND PUBLIC WATER AND SANITARY AND STORM SEWER LINES
4. FIELD LOCATE UTILITIES PRIOR TO PLANTING.
5. TO THE MAXIMUM EXTENT FEASIBLE, TOPSOIL THAT IS REMOVED DURING CONSTRUCTION ACTIVITY SHALL BE CONSERVED FOR LATER USE ON
AREAS REQUIRING REVEGETATION AND LANDSCAPING.
6. THE SOIL IN LANDSCAPE AREAS, INCLUDING PARKWAYS AND MEDIANS, SHALL BE THOROUGHLY LOOSENED TO A DEPTH OF NOT LESS THAN
EIGHT (8) INCHES AND SOIL AMENDMENT SHALL BE INCORPORATED INTO THE SOIL OF ALL LANDSCAPE AREAS TO A DEPTH OF AT LEAST SIX (6)
INCHES BY TILLING, DISKING OR OTHER SUITABLE METHOD, AT A RATE OF AT LEAST THREE (3) CUBIC YARDS OF SOIL AMENDMENT PER ONE
THOUSAND (1,000) SQUARE FEET OF LANDSCAPE AREA. CULTIVATION FOR SOIL IMPROVEMENT SHALL NOT OCCUR IN THE DRIP LINE OF ANY
EXISTING TREE.
7. A FREE PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE ANY TREES OR SHRUBS AS NOTED ON THIS PLAN ARE PLANTED, PRUNED
OR REMOVED ON THE PUBLIC RIGHT-OF-WAY. THIS INCLUDES ZONES BETWEEN THE SIDEWALK AND CURB, MEDIAN AND OTHER CITY
PROPERTY. THIS PERMIT SHALL APPROVE THE LOCATION AND SPECIES TO BE PLANTED. FAILURE TO OBTAIN THIS PERMIT MAY RESULT IN
REPLACING OR RELOCATING TREES AND A HOLD ON CERTIFICATE OF OCCUPANCY.
8. THE DEVELOPER SHALL CONTACT THE CITY PARKS DEPARTMENT TO INSPECT AND APPROVE PLANT MATERIALS AND ANY SPECIES SUBSTITUTIONS
PRIOR TO INSTALLATION. ALL PLANTS NEED TO HAVE BEEN INSTALLED AS SHOWN ON THE LANDSCAPE PLAN.
SEED MIX
BHA Design Incorporated
1603 Oakridge Drive
Fort Collins, Colorado 80525
voice: 970.223.7577
www.bhadesign.com
INSPECTIONS AND WARRANTEE
1. THE LANDSCAPE CONTRACTOR SHALL HOLD A PRE-CONSTRUCTION MEETING WITH THE CITY PROJECT MANAGER.
2. LANDSCAPE ARCHITECT, CITY OF FORT COLLINS FORESTRY AND PARKS DIVISION REPRESENTATIVES TO REVIEW PROJECT REQUIREMENTS.
ADDITIONAL ONSITE INSPECTION MEETINGS SHALL BE SCHEDULED DURING THE INSTALLATION PHASE OF THE PROJECT TO INSPECT THE
QUALITY OF MATERIALS AND INSTALLATION METHODS.
3. THE LANDSCAPE CONTRACTOR SHALL SCHEDULE AN INSPECTION OF THE COMPLETED LANDSCAPE WORK WITH THE CITY PROJECT MANAGER,
LANDSCAPE ARCHITECT AND CITY OF FORT COLLINS PARKS AND FORESTRY DIVISION REPRESENTATIVES WITHIN TWO WEEKS OF FINAL
COMPLETION OF LANDSCAPE WORK. PUNCH LIST ITEMS WILL BE IDENTIFIED. IDENTIFIED ITEMS SHALL BE CORRECTED WITHIN TWO WEEKS OF
THIS MEETING. UPON CORRECTION OF PUNCH LIST ITEMS THE TWO YEAR MAINTENANCE/WARRANTEE PERIOD SHALL BEGIN.
4. THE LANDSCAPE CONTRACTOR SHALL PROVIDE A TWO YEAR WARRANTEE ON TREES (NOT TRANSPLANTED EXISTING TREES) AND OTHER
LANDSCAPE PLANTS AND MATERIALS. DURING THE TWO YEAR WARRANTEE/MAINTENANCE PERIOD THE LANDSCAPE CONTRACTOR SHALL
SCHEDULE A MINIMUM OF TWO INSPECTIONS PER YEAR WITH THE CITY PROJECT MANAGER, LANDSCAPE ARCHITECT AND CITY OF FORT
COLLINS PARKS AND FORESTRY DIVISION REPRESENTATIVES. THE PURPOSE OF THESE MEETING IS TO EVALUATE GROWTH AND ESTABLISHMENT
OF ALL TREES AND LANDSCAPE PLANTS AND THE QUALITY OF MAINTENANCE WORK. ONE INSPECTION SHALL OCCUR IN JUNE AND ONE IN
SEPTEMBER EACH YEAR DURING THE WARRANTEE/MAINTENANCE PERIOD.
5. ANY TREE OR LANDSCAPE PLANT THAT IS REPLACED AFTER THE FINAL INSTALLATION INSPECTION SHALL HAVE A FULL WARRANTEE PROVIDED BY
THE LANDSCAPE CONTRACTOR FOR MINIMUM OF ONE YEAR OR TO THE END OF THE TWO YEAR WARRANTEE PERIOD WHICHEVER IS LONGER.
THIS MAY INVOLVE PROVIDING A WARRANTEE ON INDIVIDUALLY IDENTIFIED PLANTS THAT HAVE BEEN REPLACED DURING THE TWO YEAR
WARRANTEE PERIOD THAT EXTENDS PAST THE COMPLETION OF THE TWO YEAR MAINTENANCE/WARRANTEE PERIOD.
SYMBOL BOTANICAL NAME COMMON NAME SIZE ROOT QUANTITY H.Z.
DECIDUOUS
TREES
CA SP Catalpa speciosa Northern Catalpa 2.5" Cal. BB 6 L-M
PO AC Populus x acuminata Lanceleaf Cottonwood 2.5" Cal. BB 8 M
PO DE Populus deltoides monilifera Plains Cottonwood 2.5" Cal. BB 12 M
QU BU Quercus buckleyii Texas Red Oak 2.5" Cal. BB 3 L-M
36" TO 48"
6' MIN.
2 TIMES ROOTBALL DIA.
MULCH PER PLAN
SPECIFIED BACKFILL MATERIAL,
WATER AND TAMP TO REMOVE AIR
POCKETS
CONSTRUCT WATERING RING
AROUND SHRUB AT EDGE OF
PLANTING PIT TO CONTAIN
WATER TO A DEPTH OF 2"
2X ROOTBALL DIAMETER
SCARIFY SIDES AND BOTTOM
GENERAL TREE PLANTING NOTES
1. PRUNE ONLY CROSSOVER LIMBS, CO-DOMINANT LEADERS, AND BROKEN OR DEAD
BRANCHES. SOME INTERIOR TWIGS AND LATERAL BRANCHES MAY BE PRUNED; HOWEVER,
DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE
CROWN.
2. MARK NORTH SIDE OF THE TREE IN THE NURSERY AND ROTATE TREE TO FACE NORTH AT THE
SITE WHENEVER POSSIBLE. TREES WHOSE NORTH ORIENTATION IS NOT CHANGED FROM
THE NURSERY DO NOT NEED TO BE WRAPPED, EXCEPT TREES WITH VERY THIN BARK.
3. EACH TREE SHALL BE PLANTED SUCH THAT THE TRUNK FLARE IS VISIBLE AT THE TOP OF THE
ROOT BALL. DO NOT COVER THE TOP OF THE ROOT BALL WITH SOIL.
4. SET TOP OF ROOT BALL FLUSH WITH GRADE OR 1"-2" HIGHER IN SLOWLY DRAINING SOILS.
5. DO NOT PLACE MULCH IN CONTACT WITH TREE TRUNK.
6. PLACE SPECIFIED MULCH IN TREE PLANTING RINGS TO THE DEPTH SPECIFIED, UNLESS
OTHERWISE INDICATED.
7. STAKE DECIDUOUSTREES.
8. TREE STAKES TO BE DRIVEN OUTSIDE OF ROOT BALL.
WEBBING FOR DECIDUOUS TREES. INSTALL WEBBING
ABOVE LOWEST BRANCH. FOR CONIFEROUS TREES
INSTALL WEBBING 36" TO 48" ABOVE FINISH GRADE
BREATHABLE PAPER OF FABRIC TREE WRAP APPLIED
FROM TRUNK FLARE TO FIRST BRANCH. WRAP PAPER
FROM BOTTOM UP WITH SUFFICIENT OVERLAP TO
COVER BARK. USE MASKING TAPE TO SECURE.
WOODEN STAKE WITH. ADJUST TREE STAKE SO THAT
TOP IS LEVEL WITH, OR JUST BELOW, FIRST BRANCHES.
MULCH PER PLAN
BACKFILL MATERIAL
REMOVE TWINE, ROPE, WIRE, AND BURLAP FROM
ENTIRE ROOT BALL.
TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT
PRESSURE SO THAT ROOT BALL DOES NOT SHIFT
UNEXCAVATED OR COMPACTED MOUND UNDER THE
ROOT BALL TO PREVENT SETTLING.
PROVIDE FERTILIZER PACKETS
PLANT ROOT BALL SLIGHTLY
ABOVE GRADE
12" RADIUS ORGANIC MULCH
RING, DO NOT PLACE MULCH IN
CONTACT WITH TRUNK
0$;
0,1
GENERAL NOTES
1. OVER EXCAVATE PLANTING PIT TO 2 TIMES THE
DIAMETER OF THE ROOT BALL.
2. NYLON WEBBING SHALL NOT TOUCH OR RUB
ADJACENT BRANCHES.
3. INSTALL 3 GUY WIRES PER TREE, SPACE EVENLY
EXISTING TRENCH
DRAIN
EXISTING LIGHT HOUSING, TYP.
EXISTING RAISED
MEDIAN
EXISTING IRRIGATION SLEEVES
(2) TYPE II PLANTER
POTS (ONE BEHIND)
(4) TYPE I PLANTER
POTS
EXISTING RAISED
MEDIAN
EXISTING IRRIGATION SLEEVES EXISTING LIGHT HOUSING, TYP.
(3) TYPE II PLANTER
POTS
(1) TYPE I PLANTER
POTS
EXISTING RAISED
MEDIAN
EXISTING LIGHT
HOUSING, TYP.
EXISTING IRRIGATION
SLEEVES
(3) TYPE II PLANTER
POTS
(1) TYPE I PLANTER
POTS
NOTES:
1. WHERE BOULDERS ARE ABUTTING, VERTICAL JOINTS BETWEEN BOULDERS SHALL NOT EXCEED 1", TYP.
STONE CHINKING NOT ALLOWED.
2. REMOVE SHARP/DANGEROUS EDGES/CORNERS WITH HAMMER FOR SAFETY.
3. CONTRACTOR SHALL FIELD VERIFY EXISTING SLOPES TO DETERMINE NUMBER OF BOULDERS AND AMOUNT
OF TOPSOIL NECESSARY TO FILL & RETAIN PLANTING AREA AS SHOWN ON THE PLANS.
4. DESIGN INTENT IS TO INSTALL TOPSOIL TO MATCH ELEVATION AND SLOPE OF EXISTING PLANTING AREA
BETWEEN EXISTING RETAINING WALL AND SIDEWALK AND EXTEND SIMILAR GRADES BETWEEN NEW
BOULDER WALL AND CURB.
SECTION
6"
VARIES, SEE
GRADING PLAN
APPX. 2'
BURY
1
3 OF
BOULDER, MIN.
AS MEASURED
FROM
DOWNHILL SIDE
FINISHED GRADE
FILL TOPSOIL TO PROVIDE
SIMILAR SLOPE AS
EXISTING ADJACENT
PLANTING BED BETWEEN
BACK OF CURB AND WALL
EXISTING GRADE
FINISH GRADE TO MATCH
EXISTING ADJACENT
PLANTING AREA
6" MIN
COLORADO BUFF SANDSTONE
6" 3"
1'
41
2"
6"
EXPANSION JOINT
BOTH SIDES, TYP.
NOTES:
1. TRENCH GRATE SHALL BE:
MANUFACTURER: IRONSMITH
MODEL: ADA CAST IRON TRENCH GRATE
1/4" MAX SLOT OPENING
RATED FOR VEHICULAR TRAFFIC
PRODUCT #: 9032-6
FINISH: UNFINISHED
OR APPROVED EQUIVALENT
2. SUBMIT PRODUCT DATA TO OWNER'S
REPRESENTATIVE PRIOR TO INSTALLATION
3. INSTALL PER MANUFACTURERS RECOMMENDATIONS
(2)1-1/4" x 1-1/4" x 1/4"
STEEL ANGLE
1/2" x 2" NELSON STUD
SHOP WELDED TO FRAME
AT 24" O.C., TYP.
12" #4 AT 24" O.C.,
EITHER GREASED OR SLEEVED,
TYP. BOTH SIDES
3"
SLOPE CHANNEL 2% IN DIRECTION OF FLOW
FLOWLINE
1/2" LIP AT
FLOWLINE
BACK OF SIDEWALK
SLOPE PLATE TO MATCH SIDEWALK
2'
6 9"
3
4"
6
1
4"
24'
16' 8'
2' 1' 1'
4'
11'
1' 5' 3' 2'
6" 6"
6"
6"
CONCRETE PLANTER, SLOPE
BOTTOM DRAIN TO TRENCH
DRAIN
A
B
ANNUALS PLANTING AREA,
BY OWNER TYP
SIDEWALK CHASE WITH
TRENCH GRATE, SEE DETAIL 4,
THIS SHEET
City of
fcgov.com/engineering Engineering 11
D4
0' 1' 2' 4'
BHA Design Incorporated
1603 Oakridge Drive
Fort Collins, Colorado 80525
voice: 970.223.7577
www.bhadesign.com
PLANTER POT IRRIGATION LAYOUT
SCALE:
1
2" = 1'
SCALE:
1 WEST 1/PLINTH 2" = 1' PLANTER POT IRRIGATION LAYOUT
SCALE:
2 MIDDLE 1/2" WEST = 1' PLINTH PLANTER POT IRRIGATION LAYOUT
NOTE:
CONTRACTOR SHALL REVIEW INSTALLED PLANTER POT
LOCATIONS W/ OWNER'S REP PRIOR TO FILLING THE POTS.
C1-317
C1-317
5'-6" 5'-6" 7'
O.C. O.C. O.C. O.C.
7'
LOW POINT OF POTS TO BE
ALIGNED PERPENDICULAR
TO STREET ȭ, AS SHOWN
2'-11" 2'-11"
City of
fcgov.com/engineering Engineering 11
D5
0' 1' 2' 4'
BHA Design Incorporated
1603 Oakridge Drive
Fort Collins, Colorado 80525
voice: 970.223.7577
www.bhadesign.com
PLANTER POT IRRIGATION LAYOUT
SCALE:
1
2" = 1'
SCALE:
1 EAST MIDDLE 1/2" = 1' PLINTH PLANTER POT IRRIGATION LAYOUT
SCALE:
2 EAST PLINTH 1/2" = 1' PLANTER POT IRRIGATION LAYOUT
NOTE:
CONTRACTOR SHALL REVIEW INSTALLED PLANTER POT
LOCATIONS W/ OWNER'S REP PRIOR TO FILLING THE POTS.
C1-317
C1-317
M
14
A1
1"
F
A
1
2
3
4
5
6
7
8
City of
fcgov.com/engineering Engineering IRRIGATION PLAN 9
IR1.0
BHA Design Incorporated
1603 Oakridge Drive
Fort Collins, Colorado 80525
voice: 970.223.7577
www.bhadesign.com
C1-317
C1-317
1"
A29
Drip
1"
Drip
A28 1"
Drip
A27
1"
A34
Drip
1"
A36
10.9
A A A
A A A
3 3 3 3 3 3
7
3
1
2
3
4
5
6
7
8
MATCHLINE - SEE SHEET IR1.2
IRRIGATION PLAN
City of
fcgov.com/engineering Engineering IRRIGATION PLAN 9
IR1.1
0' 10' 20' 40'
BHA Design Incorporated
1603 Oakridge Drive
Fort Collins, Colorado 80525
voice: 970.223.7577
www.bhadesign.com
1
C1-317
C1-317
1"
A24
Drip
1"
Drip
A30
1"
A22
Drip
1"
Drip
A32
1"
Drip
A25
1"
A31
Drip
1"
A26
Drip
1"
Drip
A21
1"
A35
8.33
4
3 3 3 3
3 3
3 3
3 3 3
3 3
8
8
8
K
B B
K M
B
B
M
M
1
2
3
4
5
6
7
8
MATCHLINE - SEE SHEET IR1.1
IRRIGATION PLAN
City of
fcgov.com/engineering Engineering IRRIGATION PLAN 9
IR1.2
0' 10' 20' 40'
BHA Design Incorporated
1603 Oakridge Drive
Fort Collins, Colorado 80525
M
K
1
2
3
4
5
6
7
8
MATCHLINE - SEE SHEET IR1.4
IRRIGATION PLAN
City of
fcgov.com/engineering Engineering IRRIGATION PLAN 9
IR1.3
0' 10' 20' 40'
BHA Design Incorporated
1603 Oakridge Drive
Fort Collins, Colorado 80525
voice: 970.223.7577
www.bhadesign.com
MATCHLINE - SEE SHEET IR1.2
C1-317
C1-317
1"
Drip
A4
1"
A16
Drip
1"
Drip
A12
1"
A19
Drip
1"
Drip
A1
1"
Drip
A5
1"
Drip
A11
1"
Drip
A10
1"
Drip
A8
1"
A20
Drip
1"
A7
Drip
1"
A9
Drip
1"
A3
7.4
1"
A2
1" 9.8
8.8
A6
1"
A14
1" 9.87
A17
1" 10.0
10.8
A18
1"
A15
8.3
1"
A13
Drip
A
K
K
City of
fcgov.com/engineering Engineering IRRIGATION DETAILS 9
IR2.0
BHA Design Incorporated
1603 Oakridge Drive
Fort Collins, Colorado 80525
voice: 970.223.7577
www.bhadesign.com
PRESSURE REGULATING VALVE
BACKFLOW PREVENTION
UNIT
ISOLATION GATE VALVE
ASSEMBLY
REMOTE CONTROL DRIP
VALVE ASSEMBLY
QUICK COUPLING VALVE
ASSEMBLY
MASTER VALVE & FLOW SENSOR
ASSEMBLY
2 REMOTE CONTROL TURF
VALVE ASSEMBLY
PVC MAINLINE TO SYSTEM
3/4-INCH WASHED GRAVEL
3.0-INCH MINIMUM DEPTH OF
VALVE BOX WITH COVER:
3/4-INCH BACKFLOW PREVENTER
TYPE K COPPER FROM
PRESSURE REGULATING VALVE:
FINISH GRADE
ARMOR 170128. BRAND LID WITH
MALE ADAPTER (2 REQUIRED)
ADJUST TO 75 PSI
WATTS MODEL 223 (3/4-INCH SIZE)
BRICK (1 OF 4)
NON-WOVEN LANDSCAPE FABRIC
SCHRADER VALVE
PVC REDUCING TEE
IRRIGATION COMPONENT (PR).
5 6 7
1 3 4
SINGLE OUTLET EMITTER
ASSEMBLY
8
C1-317
C1-317
City of
fcgov.com/engineering Engineering IRRIGATION DETAILS 9
IR2.1
BHA Design Incorporated
1603 Oakridge Drive
Fort Collins, Colorado 80525
voice: 970.223.7577
www.bhadesign.com
DRIP FLUSH CAP
ASSEMBLY
9 PEDESTAL MOUNT CONTROLLER
ASSEMBLY
10 TYPICAL TRENCHING
DETAIL
12
TYPICAL SLEEVING
DETAIL
13 TYPICAL GROUNDING (AT VALVE)
ASSEMBLY
15
DRIP SYSTEM
OPERATION INDICATOR
14
INLINE DRIP PIPE ASSEMBLY
FOR TREES
11
C1-317
C1-317
City of
fcgov.com/engineering Engineering IRRIGATION DETAILS 9
IR2.2
BHA Design Incorporated
1603 Oakridge Drive
Fort Collins, Colorado 80525
voice: 970.223.7577
www.bhadesign.com
CONTROLLER GROUNDING
ASSEMBLY
16
C1-317
C1-317
R
K K K K K
M
M
M
K M
K
K
K K K K
R R R
R
R
M M K K
M
M
K
K
K
G
K
R
M
K
K
M
M
M
M
M
M
K
K
K
O
O
R
M
K
K
K
K K
K K K
K
K
O R
R R
K K
K K
K K
K
K
K K
K
K
R R
R
R
R R
O
2
4
4
3
5
5
3 3
3
8
1
2
3
4
5
6
7
8
IRRIGATION PLAN
City of
fcgov.com/engineering Engineering IRRIGATION PLAN 9
IR1.4
0' 10' 20' 40'
BHA Design Incorporated
1603 Oakridge Drive
Fort Collins, Colorado 80525
voice: 970.223.7577
www.bhadesign.com
MATCHLINE - SEE SHEET IR1.3
Address: 1162 E Mulberry St.
C1-317
C1-317
voice: 970.223.7577
www.bhadesign.com
MATCHLINE - SEE SHEET IR1.3
C1-317
C1-317
1'-6" 1'
2' 13' 8' 1'
24'
CONCRETE PLANTER, SLOPE
1 BOTTOM TO SIDEWALK CHASE
2" WEEP HOLE @ 18" O.C.
UPPER PLANTER
2'-2"
2'
2'-6"
(2) TYPE III PLANTER POTS, SEE SPEC
2'
TYPE III PLANTER POT
PLANTER POT, BEYOND
IRRIGATION SLEEVE STUBBED INTO
RAISED PLANTER,
RE: IRRIGATION PLANS
IRRIGATION SLEEVE
IRRIGATION AND DRAIN
SLEEVES FOR PLANTER POT
IRRIGATION AND DRAIN
SLEEVES FOR PLANTER POT
IRRIGATION SLEEVE
SAW CUT JOINT, TYP
2% MIN
NOTES:
1. REFER TO IRRIGATION DRAWINGS FOR LOCATION AND DEPTH OF SLEEVES FOR IRRIGATION PIPES.
PLANTING MIXTURE SHALL CONSIST OF
COMMERCIALLY AVAILABLE POTTING SOIL.
HOLD PLANTING MIXTURE DOWN 3" FROM
TOP EDGE OF PLANTER, TYP.
PLACE WEED BARRIER FABRIC BETWEEN PLANTING
MIXTURE AND ANGULAR ROCK, EXTEND WEED
BARRIER FABRIC UP SIDES OF PLANTER POT, HOLD
FABRIC DOWN 3" FROM TOP OF PLANTER, TYP.
11
2"
3"
IRRIGATION SLEEVE
2" THICK LAYER OF 3/4" ANGULAR ROCK FOR DRAINAGE, TYP
COMPACTED SUBGRADE ABOVE GEOGRID
11
2"
3"
PLANTER DRAIN TO SIDEWALK CHASE
SIDEWALK CHASE WITH TRENCH GRATE, SEE DETAIL 4 THIS SHEET.
ORGANIC MULCH, HOLD MULCH 1.5" BELOW
TOP EDGE OF PLANTER, TYP.
PLANTER POT, BEYOND
1
2" WEEP HOLES, 18" ON CENTER
2% MIN
#4 REBAR @12" O.C. BOTH DIRECTIONS, TYP.
#4 REBAR L @ 6" O.C., TYP.
2' 5'-6"
7'-4"
6'-2"
16'
EXISTING MSE WALL & RAILING
SIDEWALK CHASE WITH TRENCH DRAIN,
SEE DETAIL 4 THIS SHEET
NEW IRRIGATION SLEEVE,
RE: IRRIGATION DWGS
TIE TO EXISTING IRRIGATION SLEEVE
EXISTING TERMINUS COLUMN
TOOL JOINT, TYP.
COLOR CONCRETE, DAVIS COLOR
OMAHA TAN, OR APPROVED EQUAL.
EXISTING SIDEWALK
STANDARD GREY CONCRETE
OVERLOOK PLANTER,
SEE DETAIL 3 THIS SHEET
PLANTER POT, TYP.
SEE DETAIL 7 SHEET D1
EXPANSION JOINT
EXPANSION JOINT
6'-11
2"
SLOPE TO DRAIN
OVERLOOK PAVING SHALL BE
FLUSH W/ ELEVATION OF
EXISTING SIDEWALK
ANNUALS, BY OWNER
7'-4"
5'-6"
SIDEWALK CHASE WITH TRENCH DRAIN,
SEE DETAIL 4 THIS SHEET
NEW IRRIGATION SLEEVE,
RE: IRRIGATION DWGS
TIE TO EXISTING IRRIGATION SLEEVE
EXISTING MSE WALL & RAILING
EXISTING TERMINUS COLUMN
TOOL JOINT, TYP.
COLOR CONCRETE, DAVIS COLOR
OMAHA TAN, OR APPROVED EQUAL
EXISTING SIDEWALK
STANDARD GREY CONCRETE
OVERLOOK PLANTER,
SEE DETAIL 3 THIS SHEET
PLANTER POT, TYP.
SEE DETAIL 7 SHEET D1
EXPANSION JOINT
16'
2'
EXPANSION JOINT
OVERLOOK PAVING SHALL BE
FLUSH W/ ELEVATION OF
EXISTING SIDEWALK
6'-2"
SLOPE TO DRAIN
6'-2
1
2"
ANNUALS, BY OWNER
SAWCUT JOINT, TYP.
EQ
EQ EQ EQ EQ EQ EQ
EQ EQ
EXPOSED VERTICAL & HORIZONTAL SURFACES OF
PLANTERS SHALL HAVE A SMOOTH TROWL FINISH &
CONCRETE STAIN SHALL BE APPLIED TO EXPOSED
SURFACES, COLOR 10049.
STAIN SHALL EXTEND 12" BELOW PLANTING SOIL
SURFACE IN PLANTING AREAS.
1
2"
1" 6"
1
2" CHAMFER
1
2" CHAMFER
1
2"
6" THICK
1
3 THICKNESS OF
PAVEMENT
NOTES:
1. PROVIDE 1
4" RADIUS EDGE AT OUTSIDE
EDGES
2. CONCRETE PAVEMENT SHALL SLOPE
TO DRAIN, UNLESS OTHERWISE
NOTED. PROVIDE 2% CROSS SLOPE IN
DIRECTION OF DRAINAGE - REFER TO
GRADING PLAN
3. SURFACE OF CONCRETE SHALL HAVE
MEDIUM BROOM FINISH UNLESS
OTHERWISE NOTED
SEE PLAN FOR
CONCRETE TYPE
COMPACTED SUBGRADE
SAW CUT JOINTS TO A DEPTH
OF 1
3 THICKNESS OF THE
PAVEMENT, SEE LAYOUT PLAN
FOR JOINT LOCATIONS
1
2"
1"
6" THICK
NOTES:
1. PROVIDE 1
4" RADIUS EDGE AT EDGES
AND JOINTS
2. CONCRETE PAVEMENT SHALL SLOPE
TO DRAIN, UNLESS OTHERWISE
NOTED. PROVIDE 2% CROSS SLOPE IN
DIRECTION OF DRAINAGE - REFER TO
GRADING PLAN
3. SURFACE OF CONCRETE SHALL HAVE
MEDIUM BROOM FINISH UNLESS
OTHERWISE NOTED
SEE PLAN FOR
CONCRETE TYPE
COMPACTED SUBGRADE
TOOL SCORE JOINTS TO A
DEPTH OF 1", SEE LAYOUT
PLAN FOR JOINT LOCATIONS
COMPACTED
SUBGRADE
6"
1/2" DIA. x 16" SMOOTH
DOWEL BREAK BOND ONE
END ONLY @ 24" O.C.;
EXPANSION JOINT; MIN.
1/2" WIDE; FULL DEPTH
SECTION
1'-6"
8"
NEW CONCRETE
PAVEMENT
6"
EXISTING CONCRETE
PAVEMENT
City of
fcgov.com/engineering Engineering 11
BHA Design Incorporated
1603 Oakridge Drive
Fort Collins, Colorado 80525
voice: 970.223.7577
www.bhadesign.com
PLANTER DETAILS
D3
SCALE 1/4" = 1'
PLAN
SCALE 1/4" = 1'
SECTION B
SCALE:
SCALE: 4 SIDEWALK 1" = CHASE 1' WITH TRENCH GRATE
3 OVERLOOK PLANTER
SCALE 1/2" = 1'
FRONT ELEVATION
SCALE:
1 NORTH 1/8" OVERLOOK = 1' SCALE:
2 SOUTH 1/8" OVERLOOK = 1'
SCALE 1/2" = 1'
SECTION A
NOTE: CONCRETE REINFORCEMENT TO BE DESIGNED BY CITY
SCALE:
5 SAW CUT 1" = JOINT 1' SCALE:
6 TOOL 1" JOINT = 1' SCALE:
7 EXPANSION 1" = 1' JOINT
C1-317
C1-317
BOULDERS, TOP OF BOULDER SHALL
BE INSTALLED LEVEL, STACK BOULDERS
TO ACHIEVE NECESSARY HEIGHT FOR
TOPSOIL FILL
EXISTING
SIDEWALK &
CURB
PLANTING AREA
+/- 3" MAX
EXISTING GRADE,
EXISTING GEOTEXTILE
FABRIC
COMPACTED
SUBGRADE
WRAP WEED BARRIER FABRIC ON
BACK SIDE OF BOULDER RETAINING
WALL, OVERLAPPING ENDS 12" MIN.
EXTEND WEED BARRIER FABRIC 6"
UNDER BOULDER, TYP. HOLD WEED
BARRIER FABRIC DOWN 2" FROM
FINISHED GRADE, TYP.
City of
fcgov.com/engineering Engineering 11
BHA Design Incorporated
1603 Oakridge Drive
Fort Collins, Colorado 80525
voice: 970.223.7577
www.bhadesign.com
PLANTER POT DETAILS
D2
SCALE:
5 WEST & 1/EAST 4" = 1' PLINTH TRANSVERSE SECTION
SCALE:
3 WEST PLINTH 1/4" = 1' LONGITUDINAL SECTION
SCALE:
7 MIDDLE 1/PLINTHS 4" = 1' TRANSVERSE SECTION
SCALE:
6 MIDDLE 1/PLINTHS 4" = 1' LONGITUDINAL SECTION
SCALE:
4 EAST PLINTH 1/4" = 1' LONGITUDINAL SECTION
SCALE:
1 BOULDER N.T.RETAINING S. WALL
C1-317
C1-317
AROUND TREE.
4. REMOVE STAKING AT AFTER FIRST GROWING
SEASON.
PLANT TREE 2"-3" HIGHER THAN
SURROUNDING SOIL AND TAPER MOUND
BACK INTO EXISTING GRADE
PLASTIC FLAGGING, OR OTHER VISUAL
MARKER ON EACH WIRE
NYLON WEBBING GUY WIRES. ATTACH
MIN. OF 4' ABOVE FINISH GRADE
METAL DRIVE ANCHORS, INSTALLED PER
MANUFACTURERS DIRECTIONS
MULCH PER PLAN
INSTALL SPECIFIED BACKFILL
REMOVE MIN. 2/3 OF WIRE BASKET. PEAL BACK
ALL BURLAP AND CUT ALL STRINGS.
CL OF PLANT
12"
RADIUS
MULCH PER PLAN
12" RADIUS ORGANIC MULCH
RING AROUND PERENNIALS
AND ORNAMENTAL GRASSES.
PLANTER POT, RE: SITE PLANS FOR LOCATIONS
AND SIZES. RE: SPECS
PLACE WEED BARRIER FABRIC BETWEEN PLANTING
MIXTURE AND ANGULAR ROCK, EXTEND WEED
BARRIER FABRIC UP SIDES OF PLANTER POT, HOLD
FABRIC DOWN 3" FROM TOP OF PLANTER POT,
TYP.
11
2"
3"
12" DIA
1
2" THICK PVC SHEET WITH 2" WIDE x 6" LONG DRAIN HOLE CENTERED IN
SHEET. CENTER SHEET ABOVE TRENCH, LENGTH OF HOLE ALIGNED WITH TRENCH
PER PLAN. SEAL OUTER EDGE OF PVC SHEET TO POT WITH 100% SILICON CAULK.
MIN 2" THICK LAYER OF 3/4" ANGULAR ROCK FOR
DRAINAGE
EXISTING CONCRETE PLINTH
EXISTING TRENCH DRAIN (WHERE PRESENT)
POTTING SOIL. HOLD SOIL DOWN 1 1/2" FROM
TOP EDGE OF PLANTER POT, TYP.
NOTES:
1. REFER TO IRRIGATION DRAWINGS FOR
LOCATION AND DEPTH OF SLEEVES FOR
IRRIGATION PIPES.
2. OWNER'S REP. SHALL REVIEW & APPROVE
PLANTER POT LOCATION AND ORIENTATION OF
DRAINAGE HOLE PRIOR TO FINAL PLACEMENT
OF PLANTER POT.
3. CONTRACTOR SHALL PROVIDE PLANTER POT
SHOP DRAWING TO MANUFACTURER SO THAT
DRAINAGE HOLE CAN BE LOCATED CORRECTLY.
3. CONTRACTOR SHALL PROVIDE PVC SHEET SHOP
DRAWINGS TO MANUFACTURER SO THAT
DRAINAGE HOLE CAN BE LOCATED CORRECTLY.
EXISTING IRRIGATION SLEEVE W/ RISER
8" DIA. DRAIN HOLE IN POT, CENTERED ABOVE TRENCH OR PLANTER.
3"
WEED BARRIER FABRIC ABOVE PVC SHEET
12"
2"
6"
1
2" THICK PVC SHEET
1
8" DEPTH x
1
8" WIDE ROUTED
DRIP EDGE, TO BE PLACED
FACE DOWN IN POT
2"x6" DRAIN SLOT
PVC SHEET DETAIL
12" ROUND VALVE
BOX PLACED IN POTS
AT ENDS OF PLINTHS
6" DEPTH COMPACTED SUBGRADE TO
ACCOMMODATE SANDSTONE BOULDER
PLACEMENT, RE: LANDSCAPE PLAN
EXISTING DOUBLE CURB
BOULDERS BEYOND
VARIES
FROM 18"-36" ABOVE
TOP OF CURB, SEE PLANS
AMENDED IMPORTED TOPSOIL COMPACTED TO
MINIMIZE SETTLEMENT PLACED IN REMAINING AREAS NOT
FILLED WITH COMPACTED SUBGRADE
MEDIAN WIDTH VARIES
SEE LANDSCAPE PLANS
WOOD OR COBBLE MULCH,
RE: SITE PLANS
SHRUB BED, RE: LANDSCAPE
PLANS
NOTES:
1. CONTRACTOR SHALL SUBMIT PHOTOS OF BOULDERS AT QUARRY FOR OWNER'S REPRESENTATIVE AND TO REVIEW AND
APPROVE PRIOR TO DELIVERY TO PROJECT SITE. INCLUDE AN EXTENDED TAPE MEASURE PLACED NEXT TO BOULDER IN
PHOTO FOR SCALE.
2. OWNER'S REPRESENTATIVE SHALL REVIEW AND APPROVE BOULDER LOCATIONS PRIOR TO PLACEMENT. LOCATIONS
SHOULD BE STAKED BY CONTRACTOR FOR REVIEW.
3. BOULDERS SHALL BE APPX. 2' TO 4' IN LENGTH, SEE SITE PLANS FOR BOULDER SCHEDULE AND LOCATIONS.
4. VERTICAL JOINTS BETWEEN BOULDERS SHALL NOT EXCEED 1". STONE CHINKING IS NOT ACCEPTABLE.
5. BOULDERS TYPE SHALL BE SANDSTONE (RE: SPECIFICATIONS), DAMAGED/SCARRED BOULDERS MAY BE REJECTED BY
OWNER'S REPRESENTATIVE.
6. PLACE SANDSTONE BOULDERS ON COMPACTED SOIL (NON-TOPSOIL) 'RIDGE'
7. PLACE BOULDERS WITH FLATTEST SIDE UP AND MOST ATTRACTIVE FACE (AS DETERMINED BY OWNER'S REPRESENTATIVE)
FACING ACTIVITY AREAS. TOP SURFACE OF BOULDER SHALL BE FLAT AND SLIGHTLY SLOPED FOR DRAINAGE.
8. VERTICAL JOINTS: CHISEL OR HAMMER STONE AS REQUIRED TO ACHIEVE JOINT WIDTHS AS INDICATED ON DRAWINGS.
16" MIN. -
18" MAX.
4" MIN.
RAISED PLANTER BED,
DEPTH VARIES - SEE LANDSCAPE PLANS 18"-24" DEPTH
WRAP BACK SIDE OF BOULDER WITH WEED
BARRIER FABRIC, HOLD FABRIC DOWN 2"
TYP. FROM TOP OF BOULDER
FINISH GRADE BERMED TO TOP 6" OF
BOULDER WITH ROOM FOR MULCH DEPTH.
EXISTING CURB
EXISTING UNDERDRAIN,
PROTECT IN PLACE
EXISTING COMPACTED FILL
EXISTING MEMBRANE, PROTECT IN PLACE
EXISTING TOPSOIL, TYP
2' MIN
6" MIN.
WOOD MULCH,
RE: SPECS.
3"d. MIN. WOOD MULCH, RE: SPECS.
AROUND PERENNIALS, GRASSES AND
SHRUBS PLACED WITHIN COBBLE MULCHES
MEDIAN CURB
8" - 12" COBBLE
3" to 6" COBBLE
PLANT MATERIAL,
TYP.
NOTES:
1. OBTAIN COBBLE MATERIALS FROM SAME SOURCE AND MAINTAIN HIGH DEGREE OF CONSISTENCY IN
WORKMANSHIP THROUGHOUT THE PROJECT.
2. REFER TO SITE PLANS FOR GENERAL MULCH TYPE LAYOUTS AND PATTERN.
3. SUBMIT SAMPLES OF EACH TYPE, COLOR AND SIZE OF MULCH INDICATED AND WEED BARRIER FOR REVIEW
AND APPROVAL BY OWNER'S REPRESENTATIVE PRIOR TO INSTALLING ANY MATERIAL ONSITE.
4. MEANDER COBBLE EDGES THAT DEFINE TRANSITION BETWEEN COBBLE AND ORGANIC MULCH ALONG STEEL
EDGER WITH BANDS OF LARGER COBBLE. MAINTAIN 8-12" COBBLE TOWARDS CENTER OF MEDIAN AND
AWAY FROM CURB.
5. CONTRACTOR TO LAYOUT A 100 SQ.FT. SECTION OF COBBLE/ORGANIC MULCH BED AND TAKE/EMAIL
PHOTOGRAPH FOR APPROVAL BY OWNER'S REPRESENTATIVE PRIOR TO PLACING REMAINING MULCHES. UPON
APPROVAL, RETAIN SAMPLE/MOCK UP FOR COMPARISON WITH MATERIALS/LAYOUT USED IN REMAINING
WORK. ACCEPTED FIELD SAMPLE MAY REMAIN AS PART OF WORK, HOWEVER, IT CAN BE REMOVED WHEN NO
LONGER REQUIRED FOR COMPARISON WITH FINISHED WORK.
6. RIVER ROCK COBBLE TO BE TAN IN COLOR. CONTRACTOR TO SUBMIT SAMPLE(S) OF RIVER ROCK COBBLE IN
EACH SIZE, PRIOR TO PLACING ROCK.
7. PLACE WEED BARRIER BENEATH COBBLE MULCH ONLY.
8. OVERALL MEDIAN COBBLE MIX SHALL CONSIST OF: (SEE SPECS)
50% - 1.5" COBBLE WITH GROUPINGS OF 30% - 3" to 6" COBBLE AND 20% - 8" to 12" OR LARGER COBBLE,
HAND PLACED AS ACCENTS FOR VISUAL INTEREST AND TO SEPARATE ABUTTING ORGANIC AND SMALLER
COBBLE MULCHES.
9. LARGER STONE SHALL BE PLACED FIRST, TO BE EMBEDDED, MINGLED AND SETTLED WITH THE SMALLER
COBBLE, RATHER THAN LOOSELY DUMPED.
1.5" COBBLE
STEEL EDGER,
RE: SPECS.
City of
fcgov.com/engineering Engineering 11
BHA Design Incorporated
1603 Oakridge Drive
Fort Collins, Colorado 80525
voice: 970.223.7577
www.bhadesign.com
LANDSCAPE DETAILS
D1
SCALE:
2 SHRUB PLANTING N.T.S. SCALE:
3 DECIDUOUS N.T.S. TREE PLANTING SCALE:
SCALE: 4 EVERGREEN N.T.S. TREE PLANTING
1 PERENNIAL/N.T.S. ORNAMENTAL GRASS PLANTING
SCALE:
5 TYPICAL 1/2" MEDIAN = 1' SECTION SCALE:
7 TYPICAL 1" PLANTER = 1' POT
SCALE:
6 TYPICAL N.MULCH T.S DETAIL
C1-317
C1-317
UL JA Ulmus japonica Accolade Elm 2.5" Cal. BB 3 L-M
ORNAMENTAL
TREES
AC HW Acer tataricum 'Hot Wings' Hot Wings Maple 6' clump BB 11 L
CR CR Crataegus crusgalli inermis Thornless Cockspur Hawthorn 6' clump BB 3 L-M
MA RB Malus 'Red Baron' Red Baron Carbapple 2" Cal. BB 12 L-M
PY CH Pyrus calleryana Chanticleer Chanticleer Pear 2" Cal. BB 7 L-M
SY IS Syringa reticulata 'Ivory Silk' Ivory Silk Japanese Lilac 2" Cal. BB 12 L-M
EVERGREEN
TREES
JU SK Juniperus scopulorum 'Skyrocket' Skyrocket Juniper 15 Gal. Cont. 22 L
PI PO Pinus ponderosa Ponderosa Pine 6'-0" BB 3 L-M
PI TA Pinus mugo 'Tannenbaum' Tannenbaum Mugo Pine 15 Gal. Cont. 3 L-M
DECIDUOUS
SHRUBS
AM RE Amelanchier alnifolia 'Regent' Regent Serviceberry 4' BB 4 L
AM CA Amorpha canescens Lead Plant 5 Gal. Cont. 19 L
AR ME Aronia melanocarpa 'Iroquois Beauty' Iroquois Beauty Dwarf Chokeberry 5 Gal. Cont. 27 M
AR CA Artemisia cana Silver Sagebrush 5 Gal. Cont. 22 VL-L
AR FR Artemisia frigida Fringed Sage 1 Gal. Cont. 52 VL-L
CE MO Cercocarpus montanus Mountain Mahogany 5 Gal. Cont. 3 L-M
CH NA Chrysothamnus nauseosus nauseosus Dwarf Blue Rabbitbrush 5 Gal. Cont. 36 VL-L
CO CB Cotoneaster damerii 'Coral Beauty' Coral Beauty Cotoneaster 5 Gal. Cont. 14 L
JA AM Jamesia americana Waxflower 5 Gal. Cont. 20 L
PE LS Perovska x 'Little Spire' Little Spire Russian Sage 5 Gal. Cont. 5 VL
PH DG Physocarpus opulifolius Dart's Gold' Dart's Gold Ninebark 5 Gal. Cont. 9 L
PO YG Potentilla fruticosa 'Yellow Gem' Yellow Gem Potentilla 5 Gal. Cont. 3 L
PR PB Prunus besseyi 'Pawnee Buttes' Pawnee Buttes Sandcherry 5 Gal. Cont. 16 L
RH AR Rhus aromatica 'Grow Low' Fragrant Dwarf Sumac 5 Gal. Cont. 3 L
RH TR Rhus trilobata 'Autumn Amber' Creeping Three-leaf Sumac 5 Gal. Cont. 9 VL
RI AU Ribes aureum Yellow Flowering Currant 5 Gal. Cont. 3 L
RO WO Rosa woodsii Woods Rose 5 Gal. Cont. 3 L
SY AL Symphoricarpos albus White Snowberry 5 Gal. Cont. 3 L
SY OC Symphoricarpos occidentalis Western Snowberry 5 Gal. Cont. 8 L
SY OR Symphoricarpos oreophilus Mountain Snowberry 5 Gal. Cont. 24 L
SYMBOL BOTANICAL NAME COMMON NAME SIZE ROOT QUANTITY H.Z.
EVERGREEN
SHRUBS
AR PA Arctostaphylos x coloradoensis panchito Panchito Manzanita 3 Gal. Cont. 16 L
JU EF Juniperus communis 'Effusa' Effusa Common Juniper 5 Gal. Cont. 23 L
JU CC Juniperus sabina 'Calgary Carpet' Calgary Carpet Juniper 5 Gal. Cont. 12 L
JU BS Juniperus squamata 'Blue Star' Blue Star Juniper 5 Gal. Cont. 33 L
PI GL Picea pungens 'Globe' Dwarf Globe Green Spruce 5 Gal. Cont. 27 M
PI MV Picea pungens 'Mesa Verde' Mesa Verde Spruce 5 Gal. Cont. 13 M
PI SD Picea pungens 'Sester Dwarf' Dwarf Blue Spuce 10 Gal. Cont. 9 M
PI MU Pinus mugo 'Mops' Miniature Mugo Pine 5 Gal. Cont. 13 L
YU GL Yucca glauca Soapweed 5 Gal. Cont. 21 VL
ORNAMENTAL
GRASSES
BO GR Bouteloua gracilis 'Bonde Ambition' Blonde Ambition Grama Grass 1 Gal. Cont. 48 VL
CA KF Calamagrostis acutiflora 'Karl Foerster' Karl Foerster Feather Reed Grass 1 Gal. Cont. 35 L
CA OV Calamagrostis acutiflora 'Overdam' Variegated Feather Reed Grass 1 Gal. Cont. 28 L
PA VI Panicum virgatum 'Shenandoah' Shenandoah Switch Grass 1 Gal. Cont. 34 L
NA TE Nassella tenuissima Mexican Feather Grass 1 Gal. Cont. 47 L
PE AL Pennisetum alopecuroides 'Hameln' Dwarf Fountain Grass 1 Gal. Cont. 64 L
SC SO Schizachyrium scoparium 'Standing Ovation' Standing Ovation Little Bluestem 1 Gal. Cont. 22 L
PERENNIALS
AG CR Agastache 'Coronado Red' Coronado Red Hyssop 1 Gal. Cont. 23 L
AG SS Agastache cana Sonoran Sunset Sonoran sunset Hyssop 1 Gal. Cont. 31 L
BE LY Berlandiera lyrata Chocolate Flower 1 Gal. Cont. 27 L
CA IN Callirhoe involucrata Prairie Winecups 1 Gal. Cont. 50 L
CO MB Coreopsis verticillata 'Moonbeam' Moonbeam Coreopsis 1 Gal. Cont. 86 L
GA CG Gazania linearis Colorado Gold Hardy Gazania 1 Gal. Cont. 51 L
GE VI Geranium viscosissimum Sticky Geranium 1 Gal. Cont. 41 L
LA HI Lavandula angustifolia 'Hidcote' Deep Blue Lavender 1 Gal. Cont. 26 L
LI PE Linum perenne Blue Flax 1 Gal. Cont. 9 L
NE LT Nepeta 'Little Trudy' Little Trudy Catmint 1 Gal. Cont. 41 L
OE MI Oenothera missouriensis Missouri Evening Primrose 1 Gal. Cont. 52 L
PE PI Penstemon pinifolius Pineleaf Penstemon 1 Gal. Cont. 47 L
PE ST Penstemon strictus Rocky Mountain Penstemon 1 Gal. Cont. 40 L
SA NE Salvia nemorosa 'May Night' May Night Purple Salvia 1 Gal. Cont. 49 L
SE AJ Sedum 'Autumn Joy' Stonecrop 1 Gal. Cont. 13 L
VE CR Veronica reavis Crystal River Crystal River Veronica 1 Gal. Cont. 33 L
C1-317
C1-317
5 SY OC
9 CA KF
7 PA VI
3 CO MB
5 NE LT
9 SC BL
7 CO MB
4 CA IN
5 PI MU
6 CA IN
7 CO MB
3 AR CA
3 CH NA
7 NE LT
7 NE LT
3 BO GR
5 PR PB
11 SC SO
3 CH NA
3 AR FR
7 AG SS
5 AG SS
3 JU CC
5 CO MB
3 AR FR
7 PE AL
5 PE PI
3 OE MI
3 JU CC
3 SY OC
3 CO CB
5 GE VI
4 BO GR
5 CA IN
3 OE MI
3 AM RE
2 PI MV
3 PI SD
5 CH NA
3 AR CA
3 CA IN
5 OE MI
8 BO GR
3 AM CA
3 CH NA
6 CA IN
2 RH TR
5 PI GL
3 AR PA
7 SC BL
5 AG SS
4 VE CR
8 NA TE
3 JU EF
1 RH TR
5 NA TE
3 JU EF
2 PR PB
1 AM RE
4 PE PI
STEEL EDGER, TYP. STEEL EDGER, TYP.
STEEL EDGER, TYP.
STEEL EDGER, TYP.
3 MA RB
3 AM CA
5 CA IN
500YR FLOODPLAIN
100YR FLOODPLAIN
4 PO AC
QUICK COUPLER
LOCATION
DECIDUOUS
SHADE TREE
EVERGREEN TREE
ORNAMENTAL TREE
BOULDERS
DECIDUOUS SHRUBS
PERENNIALS
ORNAMENTAL GRASSES
EVERGREEN SHRUBS
STEEL EDGER
DRYLAND
SEED MIX
KEY MAP
LEGEND
LANDSCAPE PLAN
City of
fcgov.com/engineering Engineering LANDSCAPE PLAN 11
L3
L1 L2
L3
MULBERRY STREET (SH14)
SOUTH LEMAY AVENUE
0' 10' 20' 40'
BHA Design Incorporated
1603 Oakridge Drive
Fort Collins, Colorado 80525
voice: 970.223.7577
www.bhadesign.com
C1-317
C1-317
3 CA IN
3 SY OR
3 MA RB
3 GE VI 4 PI MV
3 CO MB
5 VE CR
3 CO MB
3 GE VI 3 CO CB
3 PR PB 3 PR PB
3 PI TA
3 AR CA
10 PA VI
3 AR CA
11 NA TE
3 PI GL
3 PI GL
5 PE PI
7 CA IN
7 OE MI
7 PE PI
5 JU BS
5 GE VI
5 PE ST
11 GA CG
5 PE ST
3 GE VI
9 GA CG
3 QU BU
5 CO CB
5 AR ME
3 RI AU
10 CA KF 5 SY OR
5 PE ST
3 GE VI
4 BO GR
3 JU CC 5 PI MU
3 AR PA
11 PE AL
5 PE PI
5 SA NE
5 LA HI 5 LA HI
5 PE PI
5 SA NE
3 CR CR
3 AC HW
14 CA OV
3 CH NA
5 OE MI 3 AR FR
7 SA NE
14 CA OV
4 CH NA
5 OE MI 3 AR FR
7 SA NE
2 RH TR
5 OE MI
3 BO GR
5 JA AM
3 NA TE
3 AR CA
2 JU EF
3 PR PB
5 JU BS 3 JA AM
5 CH NA
5 LA HI
3 CE MO
3 JU EF 3 AR ME
9 CA KF 5 JU SK 3 AR CA
5 AR PA 5 CO MB
5 JU SK
3 YU GL 5 BO GR
9 BE LY
3 PH DG 3 PH DG
5 SC SO 6 AR ME
7 SC BL
5 PI GL
3 AR FR
4 SE AJ
5 SC BL
3 AR FR
2 CH NA
3 AC HW
2 AR FR
3 SY IS
STEEL EDGER, TYP.
STEEL EDGER, TYP.
500YR FLOODPLAIN
100YR FLOODPLAIN
500YR FLOODPLAIN
FLOODWAY
APPX LOCATION OF FUTURE GATE, BY OTHERS
QUICK COUPLER
LOCATION
DECIDUOUS
SHADE TREE
EVERGREEN TREE
ORNAMENTAL TREE
BOULDERS
DECIDUOUS SHRUBS
PERENNIALS
ORNAMENTAL GRASSES
EVERGREEN SHRUBS
STEEL EDGER
DRYLAND
SEED MIX
KEY MAP
LEGEND
MATCHLINE - SEE SHEET L1
LANDSCAPE PLAN
City of
fcgov.com/engineering Engineering LANDSCAPE PLAN 11
L2
L1 L2 L3
L4
MULBERRY STREET (SH14)
SOUTH LEMAY AVENUE
0' 10' 20' 40'
BHA Design Incorporated
1603 Oakridge Drive
Fort Collins, Colorado 80525
voice: 970.223.7577
www.bhadesign.com
C1-317
C1-317
7 PE AL
3 BE LY
5 CO MB
5 JU BS
5 JA AM
5 JU BS
7 JU SK
3 AR FR
3 AR FR
3 CH NA
8 BO GR
10 BE LY
2 PI MV
2 RH TR
3 JA AM
5 OE MI
SEED AREA
SEED SHALL NOT EXTEND INTO PRIVATE
PROPERTY. COORDINATE SEED LIMITS
WITH CITY REPRESENTATIVE.
DECIDUOUS
SHADE TREE
EVERGREEN TREE
ORNAMENTAL TREE
BOULDERS
DECIDUOUS SHRUBS
PERENNIALS
ORNAMENTAL GRASSES
EVERGREEN SHRUBS
STEEL EDGER
DRYLAND
SEED MIX
KEY MAP
LEGEND
MATCHLINE - SEE SHEET L2
LANDSCAPE PLAN
L1 L2
City of
fcgov.com/engineering Engineering LANDSCAPE PLAN 11
L1
L3
MULBERRY STREET (SH14)
SOUTH LEMAY AVENUE
0' 10' 20' 40'
BHA Design Incorporated
1603 Oakridge Drive
Fort Collins, Colorado 80525
voice: 970.223.7577
www.bhadesign.com
C1-317
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22'-11"
ORANGE SAFETY FENCE TO BE PLACED
ALONG FLOODWAY LIMITS AS DIRECTED
BY THE CITY REPRESENTATIVE.
ORANGE SAFETY FENCE TO BE PLACED
ALONG FLOODWAY LIMITS AS DIRECTED
BY THE CITY REPRESENTATIVE.
EXISTING RIPRAP, TYP.
EXISTING RIPRAP, TYP.
COBBLE
MULCH
WOOD
MULCH
BUFF SANDSTONE
BOULDERS
2' H x 2' W x 4' L
2' H x 2' W x 3' L
2' H x 2' W x 2' L
20" H x 1.5' W x 1.5' L
A
B
C
COBBLE D
KEY MAP
LEGEND
City of
fcgov.com/engineering Engineering 11
S4
SITE PLAN
0' 10' 20' 40'
BHA Design Incorporated
1603 Oakridge Drive
Fort Collins, Colorado 80525
voice: 970.223.7577
www.bhadesign.com
S1 S2 S3
S4
MULBERRY STREET (SH14)
SOUTH LEMAY AVENUE
MATCHLINE - SEE SHEET S3
EROSION CONTROL, SITE PLAN, GRADING
NOTES
1. BOULDERS SHALL REMAIN A MINIMUM 2'
OFFSET FROM BACK OF CURB.
2. PLANTING ALONG NORTH MSE WALL SHALL
REMAIN A MINIMUM 3' OFFSET. CUT BACK
GEOGRID TO FIT TREE ROOT BALL WHERE
NECESSARY.
3. FINAL PLACEMENT OF BOULDERS TO BE
APPROVED BY OWNER OR OWNER'S REP.
4. SIZE OF BOULDERS TO BE APPROVED PRIOR
TO PLACEMENT.
5. UTILITIES SHOWN ARE APPROXIMATE.
CONTRACTOR IS RESPONSIBLE TO LOCATE
UTILITIES PRIOR TO ANY EXCAVATION.
6. SEE SHEET L4 FOR GENERAL NOTES.
C1-317
C1-317
S1 S2 S3
S4
MULBERRY STREET (SH14)
SOUTH LEMAY AVENUE
EROSION CONTROL, SITE PLAN, GRADING
NOTES
1. UTILITIES SHOWN ARE APPROXIMATE.
CONTRACTOR IS RESPONSIBLE TO LOCATE
UTILITIES PRIOR TO ANY EXCAVATION.
2. SEE SHEET L4 FOR GENERAL NOTES.
C1-317
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EDGER,
TYP.
500YR FLOODPLAIN
100YR FLOODPLAIN
500YR FLOODPLAIN
FLOODWAY
APPX LOCATION OF FUTURE GATE, BY OTHERS
1C,1B,1A,1B
EXISTING
CONTOUR, TYP
PROPOSED
CONTOUR, TYP
INLET PROTECTION
INLET PROTECTION
INLET PROTECTION
INLET PROTECTION
INLET PROTECTION
INLET PROTECTION
EXISTING RIPRAP
EXISTING RIPRAP
ORANGE SAFETY FENCE TO BE PLACED
ALONG FLOODWAY LIMITS AS DIRECTED
BY THE CITY REPRESENTATIVE.
COBBLE
MULCH
WOOD
MULCH
BUFF SANDSTONE
BOULDERS
2' H x 2' W x 4' L
2' H x 2' W x 3' L
2' H x 2' W x 2' L
20" H x 1.5' W x 1.5' L
A
B
C
COBBLE D
KEY MAP
LEGEND
MATCHLINE - SEE SHEET S1
City of
fcgov.com/engineering Engineering 11
S2
SITE PLAN
0' 10' 20' 40'
BHA Design Incorporated
1603 Oakridge Drive
Fort Collins, Colorado 80525
voice: 970.223.7577
www.bhadesign.com
S1 S2 S3
S4
MULBERRY STREET (SH14)
SOUTH LEMAY AVENUE
MATCHLINE - SEE SHEET S3
NOTES
EROSION CONTROL, SITE PLAN, GRADING
1. BOULDERS SHALL REMAIN A MINIMUM 2'
OFFSET FROM BACK OF CURB.
2. PLANTING ALONG NORTH MSE WALL SHALL
REMAIN A MINIMUM 3' OFFSET. CUT BACK
GEOGRID TO FIT TREE ROOT BALL WHERE
NECESSARY.
3. FINAL PLACEMENT OF BOULDERS TO BE
APPROVED BY OWNER OR OWNER'S REP.
4. SIZE OF BOULDERS TO BE APPROVED PRIOR
TO PLACEMENT.
5. UTILITIES SHOWN ARE APPROXIMATE.
CONTRACTOR IS RESPONSIBLE TO LOCATE
UTILITIES PRIOR TO ANY EXCAVATION.
6. SEE SHEET L4 FOR GENERAL NOTES.
C1-317
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WOOD
MULCH
BUFF SANDSTONE
BOULDERS
2' H x 2' W x 4' L
2' H x 2' W x 3' L
2' H x 2' W x 2' L
20" H x 1.5' W x 1.5' L
A
B
C
COBBLE D
KEY MAP
LEGEND
MATCHLINE - SEE SHEET S2
SITE PLAN
City of
fcgov.com/engineering Engineering EROSION CONTROL, SITE PLAN, GRADING 11
S1
0' 10' 20' 40'
BHA Design Incorporated
1603 Oakridge Drive
Fort Collins, Colorado 80525
voice: 970.223.7577
www.bhadesign.com
S1 S2 S3
S4
MULBERRY STREET (SH14)
SOUTH LEMAY AVENUE
NOTES
1. BOULDERS SHALL REMAIN A MINIMUM 2'
OFFSET FROM BACK OF CURB.
2. PLANTING ALONG NORTH MSE WALL SHALL
REMAIN A MINIMUM 3' OFFSET. CUT BACK
GEOGRID TO FIT TREE ROOT BALL WHERE
NECESSARY.
3. FINAL PLACEMENT OF BOULDERS TO BE
APPROVED BY OWNER OR OWNER'S REP.
4. SIZE OF BOULDERS TO BE APPROVED PRIOR
TO PLACEMENT.
5. UTILITIES SHOWN ARE APPROXIMATE.
CONTRACTOR IS RESPONSIBLE TO LOCATE
UTILITIES PRIOR TO ANY EXCAVATION.
6. SEE SHEET L4 FOR GENERAL NOTES.
C1-317
C1-317