HomeMy WebLinkAboutWORK ORDER - PURCHASE ORDER - 9181607Estimate
Date
1/31/2018
Estimate #
20731
Name / Address
ATTN: CALEB FEAVER
CITY OF FORT COLLINS
P.O. BOX 580
FORT COLLINS CO 80521
Ship To
MULBERRY RIVERSIDE TO LEMAY
FORT COLLINS, CO 80524
P.O. No. Terms Due Date
1/6/2017
Account # Project Other
Signature
Total
Sales Tax (7.4%)
Description Qty Cost Total
LABOR CHARGES FOR THE CITY OF FORT
COLLINS SMALL LANDSCAPE FLOWER
PLANTING
75 50.00 3,750.00
LABOR CHARGES FOR THE CITY OF FORT
COLLINS SMALL LANDSCAPE WEEDING,
PRUNING AND DEAD HEADING FERTILIZING
40 50.00 2,000.00
BAGS OF FERTILIZER APPLIED 10 40.00 400.00
LABOR CHARGES FOR THE CITY OF FORT
COLLINS SMALL LANDSCAPE YEAR END TEAR
OUT
32 50.00 1,600.00
Fertigator Parts for Installation for Weekly Fertilization
via drip irrigation
3 325.00 975.00
_____________________________________
$8,725.00
$0.00
Type 1 Pot (10 in the median, see orange circles in Layout at end of document)
Plantable diameter 60”; Widest Pots
Type 2 Pot (10 in the median, red circles in see Layout at end of document)
Plantable diameter 49.5”; Tallest Pots
Type 3 Pot (4 in the median, see pink circles in Layout at end of document)
Plantable diameter 28.5” ; Shortest Pot
Type 3 Pot (4 in the outlook, see green circles in Layout at end of document)
Plantable diameter 28.5” ; Shortest Pots
Outlook Planters (There are two Planter Bed areas, one per Outlook, see yellow rectangles in Layout at end of
document. Each Planter Bed area has an upper planter and a lower planter.)
For the planter beds:
LAYOUT
SUMMARY OF QUANTITIES
Gallon Pots – 230
Elle Pots – 2396
Plant Variety
Median Pot
Subtotal
Outlook
Pots
Subtotal
Totals
Canna Lily Cannova Yellow 90 4 94
Celosia Dragon's Breath 160 24 184
Sunpatiens Compact tropical rose 160 24 184
Lysimachia Goldilocks 120 16 136
Calibrachoa candy bouquet 120 32 152
Total: 750
Plant Variety
Median Pot
Subtotal
Outlook
Beds
Subtotal
Totals
Canna Lily Cannova Scarlet 90 42 132
Rudbeckia Indian Summer 240 148 388
Dianthus
Sweet black Cherry
hybrid 320 148 468
Celosia First Flame Yellow 160 176 336
Lantana Dallas red 80 98 178
Lotus Vine gold flash 200 50 250
Total: 1752
Plant Variety
Median Pot
Total
Canna Lily Cannova Rose 4
African MarigoLladdy First 24
Dahlia Hypnotica rose bicolor 32
Celosia kosmos cherry 32
Calibrachoa candy bouquet 32
Total: 124
02970-1
SECTION 02970
PLANTING AND SITE MAINTENANCE
PART 1 - GENERAL
1.01 SCOPE
A. Furnish supervision, labor, material equipment, transportation, permits, fees, and perform operations in
connection with and reasonably incidental to maintaining planting systems called for under this contract.
1.02 QUALITY ASSURANCE
A. Contractor shall maintain a weekly landscape maintenance log, indicating services performed including
plant replacement quanitities. Submit copies of the log once each month with each month's pay request
(see Appendix).
B. Contractor shall have at least five years experience in commercial landscape maintenance and shall have
prior experience in at least two other projects of similar size and scope.
C. Contractor shall use the pay request form furnished by the Owner in preparing monthly pay Submittals.
PART 2 - MATERIALS
2.01 MATERIALS
A. Materials used for maintenance shall be supplied by Contractor.
B. Replacement landscape materials shall conform to the specifications for original installation.
PART 3 - EXECUTION
3.01 PLANTING
A. Plants delivered on site shall be thoroughly watered prior to planting to reduce transplant shock.
B. Plant root balls shall be placed at soil grade in the pots.
C. Immediately after planting, plants shall be watered in with a 9-45-15 water soluble fertilizer.
3.02 FLOWERS
A. Maintenance Period:
1. Maintenance flowers from time of planting to end of season (approximately May 15 - October 1).
B. Pruning:
1. Prune dead, diseased, and dying branches. Prune long uncharacteristic branches that detract from
the flowers overall form.
2. Pinch back dead flower heads every week to promote greater flowering.
3. Pinch back coleus blooms for appearance.
4. Contractor shall perform pruning every week during the maintenance period.
02970-2
B. Weed Control: Weeds represent the greatest threat to successful establishment of ground covers.
Therefore, a vigorous, high level of weed control is necessary to maintain an attractive, healthy landscape.
1. Spot control weeds in flower pots by hand weeding. Do not use Roundup or similar products.
2. Contractor shall perform weed control once every other week during the maintenance period.
C. Fertilization: Apply 20-9-20 water soluble fertilizer in flower pots every week. Fertilizer shall be applied to
the soil at a rate of 300 ppm Nitrogen.
D. Flower Replacement:
1. Notify Owner's Representative if dead plant material is discovered. Replacement plant material shall
come from surplus material stored off site by Contractor. If surplus is exhausted, or if widespread
damage has occurred, Contractor shall submit proposed removal and replacement cost and receive
written authorization prior to replacement.
2. If replacement becomes necessary, conform with original material and installation standards
(including guaranteed warranty period) established in the original project specifications.
3. Unless directed otherwise by the Owners Representative, replace dead flowers with the same
species.
4. Contractor shall replace dead plants within one week of plant death.
3.03 DISEASE/INSECT CONTROL
A. Conform with the Supplemental General Conditions.
B. Inspect landscape areas weekly during growing season for signs of insect or disease infestation.
C. Apply seasonal applications as necessary to protect plant materials. Spot treat areas as needed to
maintain health growing plant material. Spot treatment is included in the scope of this contract.
D. Do not apply airborne insecticides or pesticides when unprotected people or animals may be affected.
E. Protect plants from over spray that is detrimental to the health of ornamental plant materials.
3.04 IRRIGATION
A. Schedule irrigation to water once every day. Water twice per day as necessary, according to weather
and/or planting environment.
B. Test irrigation system prior to planting and immediately notify City if irrigation components are not
functioning properly.
C. Test irrigation system every other week during maintenance period to ensure proper function.
Immediately notify City if irrigation components are not functioning properly.
3.05 CLEANUP:
A. Clean areas to provide a neat, well-groomed site. Pick up trash and debris, sweep surrounding walks.
B. Cleanup after severe hailstorms or severe winds (90 mph or greater) is not included (notify Owner's
Representative within 24 hours after damage occurs). Obtain a written authorization from Owner prior to
cleanup.
3.06 WINTERIZATION
02970-3
A. Plant material to be removed within 2 days of frost kill or October 15, whichever comes first. Contractor
shall dispose of plant material legally off-site.
B. Soil to remain in planting areas and/or pots over winter.
C. Drip irrigation spaghetti tubing to remain in planting areas over winter.
END OF SECTION
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
D2
1
D2
2
D2
1
D1 TYPICAL PLANTER POT
6
100YR FLOODPLAIN
500YR FLOODPLAIN
FLOODWAY
FLOODWAY
EXISTING RIPRAP EXISTING RIPRAP
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
S1 S2 S3
S4
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
6
D2
7
D2
7' 5'-6" 5'-6" 7' 3'-11
3
4"
4'
EDGE OF RAISED
BRIDGE MEDIAN
2'-111
2" 2'-11
1
2"
O.C. O.C. O.C. O.C.
DRAIN HOLES TO BE CENTERED
ON TRENCH DRAIN, AS SHOWN
EXISTING PLANTER
LIGHT, TYP.
1'-3" 4'-2" 5'-1" 5'-8"
8"
5'-8" 6'-6" 4'
EDGE OF RAISED
BRIDGE MEDIAN
O.C. O.C. O.C. O.C. O.C.
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
City of
fcgov.com/engineering Engineering 11
BHA Design Incorporated
1603 Oakridge Drive
Fort Collins, Colorado 80525
voice: 970.223.7577
www.bhadesign.com
SCALE:
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
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
2 PLANTER 1/4" POT = 1' LAYOUT - MIDDLE PLINTHS
PLANTER POT DETAILS
D2
SCALE:
1 PLANTER 1/4" POT = 1' LAYOUT - WEST PLINTH (EAST PLINTH IS MIRROR IMAGE)
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
NOTE: IRRIGATION HOLES IN BASE OF POS SHALL BE COORDINATED WITH LOCATION OF EXISTING
IRRIGATION SLEEVES
NOTE: IRRIGATION HOLES IN BASE OF POS SHALL BE COORDINATED WITH LOCATION OF EXISTING
IRRIGATION SLEEVES
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.
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.