- Drawings cover both a previously completed project and this landscaping project.
- Discrepancies may exist and it is your responsibility at the bidder to bring to the owners attention
any and all discrepancies you observe to us during the bid phase.
- All notes in red supersede notes from the past project.
- Base Bid: Storm water management (starting this Fall), winter site preparation, railing fabrication
and installation, soil remediation, grading, irrigation, planting and rain garden installation.
- Add Alternate 1: Install owner supplied trash/recycling receptacles and furniture in the SEEL
courtyard and main entry areas.
- Add Alternate 2: Replace the landscaping and install irrigation in the SEEC west elevation
courtyard per sheet L101.
- Unit Price 1: Round Up Application per SF
- Unit Price 2: Remove and replace 2" of soil per SF
ABBREVIATIONS
AD
APPROX
ARCH
AVG
B&B
BF
BLDG
BM
BOC
BOS
BR
BRG
BS
BW
CAL
CB
CF
CIP
CJ
CL
CLR
CO
COL
CONC
CONT
CU
DEG
DEMO
DI
DIA
DIM
DN
DP
DTL
DWG
EA
EJ
EL
EQ
EW
EXIST
EXP
EXT
201 Broadway
Denver, Colorado 80203
t 303.893.1990
f 303.893.2204
www.klipparch.com
Note: Abbreviations for "L" series drawings only
AREA DRAIN
APPROXIMATE
ARCHITECT
AVERAGE
BALLED AND BURLAPPED
BOTTOM OF FOOTING
BUILDING
BENCHMARK
BACK OF CURB
BOTTOM OF SLOPE
BOTTOM OF RAMP
BOTTOM OF RAIN GARDEN
BOTTOM OF STEP/STAIR
BOTTOM OF WALL
CALIPER
CATCH BASIN
CUBIC FEET
CAST-IN-PLACE
CONTROL JOINT
CENTERLINE
CLEAR(ANCE)
CLEAN OUT
COLUMN
CONCRETE
CONTINUOUS
CUBIC
DEGREE
DEMOLISH, DEMOLITION
DRAIN INLET
DIAMETER
DIMENSION
DOWN
DRAIN PANEL
DETAIL
DRAWING
EACH
EXPANSION JOINT
ELEVATION
EQUAL
EACH WAY
EXISTING
EXPOSED
EXTERIOR
FC
FG
FL
FOS
FOW
FS
FT
FTG
GA
GALV
GB
GC
GPM
HORIZ
HP
HT
ID
IN
INV
JT
LP
MAX
MH
MIN
MISC
MTD
MTL
NIC
NOM
NTS
OC
OD
OPP
PA
PC
PED
PERF
PI
PL
PRV
PSF
PSI
PT
PVC
FACE OF CURB
FINISH GRADE
FLOW LINE
FACE OF STEP
FACE OF WALL
FINISHED SURFACE
FOOT (FEET)
FOOTING
GAUGE
GALVANIZED
GRADE BREAK
GENERAL CONTRACT(OR)
GALLON PER MINUTE
HORIZONTAL
HIGH POINT
HEIGHT
INSIDE DIAMETER
INCHES
INVERT ELEVATION
JOINT
LOW POINT
MAXIMUM
MANHOLE
MINIMUM
MISCELLANEOUS
MOUNTED
METAL
NOT IN CONTRACT
NOMINAL
NOT TO SCALE
ON CENTER(S)
OUTSIDE DIAMETER
OPPOSITE
PLANTING AREA
POINT OF CURVATURE
PEDESTRIAN
PERFORATE(D)
POINT OF INTERSECTION
PROPERTY LINE
PRESSURE REDUCING VALVE
POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCH
POINT OF TANGENCY
POLYVINYL CHLORIDE
PVMT
PVR
QTY
R
RD
RE
REINF
REQ'D
REV
RIM
ROW
SAN
SCH
SD
SEC
SF
SHT
SIM
SPECS
SQ
SS
STA
STD
STL
TC
TF
THK
TLF
TOPO
TOS
TS
TR
TRANS
TW
TYP
VERT
VOL
W/
W/O
WP
WT
WWF
YD
PAVEMENT
PAVER(S)
QUANTITY
RADIUS
ROOF DRAIN
REFERENCE
REINFORCE(D), (ING)
REQUIRED
REVISION(S), REVISED
RIM ELEVATION
RIGHT-OF-WAY
SANITARY
SCHEDULE
STORM DRAIN
SECTION
SQUARE FOOT (FEET)
SHEET
SIMILAR
SPECIFICATIONS
SQUARE
STAINLESS STEEL
STATION
STANDARD
STEEL
TOP OF CURB
TOP OF FOOTING
THICK
TOP OF LIGHT FOOTING
TOPOGRAPHY
TOP OF SLOPE
TOP OF STEP
TOP OF RAMP
TRANSFORMER
TOP OF WALL
TYPICAL
VERTICAL
VOLUME
WITH
WITHOUT
WATERPROOFING
WEIGHT
WELDED WIRE FABRIC
YARD
BOTANICAL NAME
BTG
Bouteloua curtipendula
BTG
Nassella viridula
BTG
Hesperostipa comata
FES
Festuca rubra
FES
Schizachyrium scoparium
FES
Sporobolus heterolepis
Sideoats Grama (Native Seed Mix
A)
Green Needle Grass (Native Seed
Mix A)
Needle and Thread Grass (Native
Seed Mix A)
Creeping Red Fescue (Native
Seed Mix B)
Little Bluestem (Native Seed Mix
B)
Prairie Dropseed (Native Seed
Mix B)
ALL LAYOUT DIMENSIONS ARE TO BACK OF CURB, FACE OF WALL AND/OR FACE OF
BUILDING UNLESS OTHERWISE NOTED.
DIMENSIONS MARKED "VERIFY" ARE TO BE FIELD MEASURED. ANY DISCREPANCIES
FROM THE NOTED DIMENSIONS ARE TO BE BROUGHT TO THE ATTENTION OF THE
ARCHITECT PRIOR TO CONTINUING WORK.
COORDINATE PROPOSED WALKS AND RAMPS WITH EXISTING CONDITIONS. LAYOUT
OF ARCS TO BE SMOOTH AND CONTINUOUS. STAKE PROPOSED WALKS AND
REVIEW IN FIELD WITH ARCHITECT PRIOR TO FORMING.
ALL DETACHED WALKS SHALL BE CONSTRUCTED PARALLEL TO EXISTING CURB AND
GUTTER UNLESS OTHERWISE NOTED.
SPACING
HEIGHT
WIDTH
SEEDED
-
-
-
QUANT
25,258
SQ FT
SEEDED
12,478
SQ FT
SEEDED
12" o.c.
2' - 3'
18 -20"
7,441
CAO
Calamagrostis x acutiflora 'Overdam'
Overdam Variegated Reed Grass
1 gal.
18" o.c.
20 -30"
16-24"
135
FER
Athyruim filix-femina Fern
Lady Fern
1 gal.
12" o.c.
Lavandula angustifolia 'Grosso Alba'
Lavender White Grosso
1 gal.
30" o.c.
24" o.c.
57
6 - 12"
2 - 3'
6 - 12"
2 - 3'
PLANT AND EDGING LAYOUT SHALL TAKE PRECEDENCE OVER IRRIGATION VALVE
BOX LOCATIONS. INSTALLED VALVE BOXES WHICH CONFLICT WITH PROPOSED
PLANT AND EDGING LAYOUT SHALL BE MOVED TO ANOTHER LOCATION AS
DIRECTED BY ARCHITECT AT NO ADDITIONAL COST TO OWNER.
L100
OVERALL SITE LAYOUT
0.1
EXISTING UTILITY
-
L101
ENTRY COURT LAYOUT
0.2
EXISTING MANHOLE
-
L101A ENTRY COURT ADD ALTERNATE
0.3
EXISTING SIGN
-
L102
SOUTH SITE LAYOUT
0.4
EXISTING PEDESTRIAN LIGHT POLE
-
L103
GARDEN COURT LAYOUT
0.5
EXISTING STREET LIGHT POLE
-
L300
LANDSCAPE DETAILS
0.6
EXISTING ASPHALT PAVING
-
L301
LANDSCAPE DETAILS
0.7
EXISTING CURB & GUTTER
-
L302
LANDSCAPE DETAILS
0.8
EXISTING WALK
-
L400
IRRIGATION PLAN
0.9
IRRIGATION DETAILS
0.10
EXISTING LAWN
EXISTING TREE(S)
-
L401
L500
OVERALL PLANTING PLAN
0.11
EXISTING BOLLARD LIGHT
-
L501
GARDEN COURT PLANTING
L502
PLANTING DETAILS
1.0
4.0
CONTRACTOR SHALL INSURE THAT THE LANDSCAPE PLAN IS COORDINATED WITH
PLANS PREPARED BY OTHER CONSULTANTS SO THAT PROPOSED GRADING, STORM
DRAINAGE, OR OTHER CONSTRUCTION DOES NOT CONFLICT WITH NOR PRECLUDE
INSTALLATION AND MAINTENANCE OF LANDSCAPE ELEMENTS DESIGNATED ON
THIS PLAN.
863 SQ
Lavandula angustifolia 'Hidcote'
Lavender Hidcote (Deep Blue)
1 gal.
12" o.c.
8 - 12"
8 - 12"
519 SQ
LV3
Lavandula angustifolia 'Munstead'
Lavender Munstead
1 gal.
12" o.c.
12 -18"
12 -18"
430 SQ
LV4
Lavandula angustifolia 'Twickel Purple'
English Lavender
1 gal.
18" o.c.
2 - 3'
2 - 3'
120
H
Hosta x fortunei
Francee Hosta
1 gal.
24" o.c.
193 SQ
IS1
Iris sibirica 'Snow Queen'
White Siberian Iris
1 gal.
18" o.c.
58
IS2
Iris x germanica 'Summer Olympics'
Yellow Bearded Repeat Iris
1 gal.
18" o.c.
59
Schizachyrium scoparium
Little Bluestem
1 gal.
18" o.c.
18- 24"
3'
195
PAN
Panicum virgatum
Switchgrass
1 gal.
18' o.c.
4'
18"
48
HEL
Helictotrichon sempervirens
Blue Avena Grass
1 gal.
18" o.c.
4'
1.3
CRUSHER FINES
13/L300
1.4
12" WIDE CONC PAVING BAND
3/L300
5.0
1/L300
JOINTING
2.1
SEALED EXPANSION JOINT
2/L300
2.2
TOOLED CONTROL JOINT
2/L300
2.3
SAW CUT CONTROL JOINT
2/L300
CURBS & EDGERS
3.1
STEEL EDGER
3/L501
3.2
PLANTER CURB
2/L302
3.3
CURB & GUTTER
RE:CIVIL
STAIRS, WALLS & RAILINGS
4.1
TYPICAL CONCRETE STAIR
8A/L300
4.2
C.I.P. CONCRETE SEAT WALL
9/L300
4.3
2/L301
4.4
CONCRETE RETAINING WALL
CONCRETE WALL @ RAIN GARDEN
10/L300
4.5
TYPICAL HANDRAIL
8B/L300
4.6
CIP SEATWALL EXPANSION JOINT
4/L300
4.7
CIP CONC SITEWALL EXPANSION JOINT
15/L300
4.8
CIP CONC SITEWALL CONTROL JOINT
14/L300
SITE FURNISHINGS & SIGNAGE
5.1
FIXED TABLE/CHAIRS
5.2
RE: SPECS
11/L300
5.3
5.4
TRASH/RECYCLING RECEPTACLE
5.5
DETECTABLE WARNING STRIP
REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION PERTAINING TO THE
PROJECT MATERIALS, PROCEDURES AND INSTALLATION.
PROVIDE SMOOTH, CONTINUOUS TRANSITIONS BETWEEN SLOPES UNLESS
OTHERWISE NOTED OR INDICATED ON THE DRAWINGS.
5.6
RECYCLING RECEPTACLE
RE: SPECS
5.7
BIKE RACK
RE: SPECS
REFER TO IRRIGATION DRAWINGS FOR GENERAL NOTES REGARDING IRRIGATION
SYSTEM CONSTRUCTION.
FINAL GRADING TO BE FIELD REVIEWED AND APPROVED BY LANDSCAPE ARCHITECT
PRIOR TO SEEDING/SODDING OR PLANTING.
CONTRACTOR TO GRADE AND REPAIR ALL DISTURBED AREAS IN ORDER TO CREATE
A SMOOTH TRANSITION FROM NEW GRADE TO EXISTING GRADE, INCLUDING
HARDSCAPE AND SOFTSCAPE AREAS. NOTIFY ARCHITECT OF ANY CONFLICTS.
GRADING NOTES:
1. GRADES SHOWN ON DRAWINGS
REPRESENT FINISH SURFACE GRADES ONLY.
THE CONTRACTOR IS RESPONSIBLE FOR
ESTABLISHING THE NECESSARY SUBSURFACE
GRADES AS DEPICTED IN THE
CONSTRUCTION DETAILS INCLUDING
SUBSURFACE GRADES IN MULCHED BEDS.
SYMBOL LEGEND
2.
EXISTING TOPSOIL AND REPLACE IT WITH
SCREENED TOPSOIL PRODUCT # 16-610 AS
PROVIDED BY FRONT RANGE MATERIALS OR
APPROVED EQUAL. SUBMIT PRODUCT
INFORMATION FOR ARCHITECT APPROVAL.
3.
4.
AMEND IN PLACE PER THE SPECIFIED
RATES, THE PLACED TOPSOIL WITH CLASS 1
COMPOST , PRODUCT #2-100 AS SUPPLIED
BY FRONT RANGE MATERIALS OR APPROVED
EQUAL.
6.0
7.0
8.0
LAYOUT KEYNOTE
NUMBER
1 / L1.1
SHEET NUMBER
MASTER KEYNOTE
SECTION
1.1
X
LX.X
ADD FERTILIZER AMENDMENTS PER
SPECIFICATION.
1
L1.2
159
RE: SPECS
RE: SPECS
RE: CIVIL
LIGHTING/ELECTRICAL
6.1
PEDESTRIAN LIGHT
10/L300
6.2
ELECTRICAL OUTLET
RE: ELEC
6.3
STREET LIGHT
RE: ELEC
7.1
DRAIN INLET
RE: CIVIL
7.2
NOT USED
7.3
MULTIFLOW DRAIN
DRAINAGE
RE: CIVIL
PLANTING
8.1
DECIDUOUS TREE IN PLANTING AREA
1/L501
8.2
2/L501
8.3
EVERGREEN TREE
SHRUB PLANTING (ADD ALTERNATE #S.4)
8.4
PERENNIAL/GROUND COVER PLANTING
5/L501
8.5
PLANT SPACING DETAIL
6/L501
8.6
SOD
RE: SPECS
8.7
WOOD MULCH
RE: SPECS
8.8
MINERAL MULCH
RE: SPECS
4/L501
SPECIFIC KEYNOTE
SECTION
DETAIL NUMBER
SHEET NUMBER
SECTION NUMBER
1
L1.2
SCS
1/L300
MAXIMUM CROSS SLOPE ON ALL CONCRETE WALKS SHALL NOT EXCEED 2%;
MAXIMUM SLOPE ALONG LENGTH OF WALKS SHALL NOT EXCEED 4.99%, UNLESS
OTHERWISE NOTED.
228
LV2
GENERAL GRADING/EARTHWORK NOTES
MAXIMUM SLOPES IN LANDSCAPE AREAS SHALL NOT EXCEED 3:1 AND MINIMUM
SLOPES IN LANDSCAPE AREAS SHALL BE 2% UNLESS OTHERWISE NOTED ON THE
DRAWINGS.
6" CONC. PAVING
6" CONC. PAVING w/ LIGHT EXPOSED
AGGREGATE FINISH (ADD ALTERNATE #S.1)
1.2
CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTING IRRIGATION, LANDSCAPE
AND HARDSCAPE THAT MAY OCCUR DURING CONSTRUCTION AT NO ADDITIONAL
COST TO OWNER.
CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL PLANT MATERIAL
INCLUDING SOD/SEED AREAS IN A HEALTHY STATE DURING CONSTRUCTION AND
UNTIL FINAL ACCEPTANCE. ANY DAMAGE TO PLANT MATERIAL DUE TO NEGLECT
BY THE CONTRACTOR SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S
EXPENSE.
PAVING
1.1
2.0
-
CONCRETE BENCH
MOVABLE TABLE/CHAIRS
SEEDED
1 gal.
UTILITY/PLANTING CONFLICTS MAY EXIST, VERIFY LOCATION AND DEPTH OF ALL
UTILITIES PRIOR TO PLANTING. ANY CONFLICTS SHALL BE RESOLVED IN THE FIELD
BY THE ARCHITECT.
EXISTING CONDITIONS
LANDSCAPE COVER SHEET
ALL SYMBOLS ARE SHOWN DIAGRAMMATICALLY ILLUSTRATING APPROXIMATE
LOCATION OF EXISTING AND PROPOSED MATERIALS. ANY DISCREPANCIES OR
CONFLICTS BETWEEN EXISTING AND PROPOSED CONDITIONS SHALL BE REPORTED
TO THE ARCHITECT PRIOR TO CONSTRUCTION.
SEEDED
SEEDED
ALL SHRUB AREAS ARE TO BE PREPARED AS CONTINUOUS BEDS, AND SHALL BE
SEPARATED FROM LAWN AREAS BY EDGING MATERIALS UNLESS OTHERWISE
NOTED.
0.0
DTL./SHT.#
L000
LIMIT OF WORK LINE FOR CONSTRUCTION IS SHOWN DIAGRAMATICALLY AND
OCCURS AT BACK OF CURB, EDGE OF ROAD, FACE OF BUILDING OR PROPERTY LINE
UNLESS OTHERWISE NOTED.
DRAWING AND PLAN NOTES REPRESENT FINISHED, BUILT CONDITIONS. ALL
BRACING, TEMPORARY SUPPORTS AND SHORING NECESSARY FOR CONSTRUCTION
ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
SIZE
REFER TO PLANT LEGEND FOR DECIDUOUS TREES TO BE WRAPPED. REFER TO
SPECIFICATIONS FOR WRAP TYPE AND TIMING.
KEYNOTES
3.0
1 gal.
LV1
STAKE ALL TREE AND SHRUB LOCATIONS BASED UPON THESE PLANS. OBTAIN
ARCHITECT'S APPROVAL OF STAKED LOCATIONS PRIOR TO PLANTING
ALL LAYOUT DIMENSIONS ARE FROM PLAN VIEW CALCULATIONS. FIELD
DIMENSIONS MAY VARY FROM PLAN DUE TO ACTUAL LENGTHS ALONG SLOPED
SURFACES.
Blonde Ambition Grama
Panchito Manzanita
ALL PROPOSED UTILITIES AND STREET LAYOUT INFORMATION WAS PREPARED BY
SA MIRO AND ARE SHOWN FOR INFORMATION ONLY. REFER TO CIVIL DRAWINGS
FOR FURTHER INFORMATION. NOTIFY ARCHITECT OF ANY DISCREPANCIES.
CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES ABOVE AND BELOW GRADE
PRIOR TO CONSTRUCTION.
WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS.
Bouteloua gracilis 'Blonde Ambition'
Arctostaphylos x coloradoensis Panchito
PLANT QUANTITIES ARE NOT PROVIDED. IT IS THE RESPONSIBILITY OF THE
CONTRACTOR, TO VERIFY PLANT NUMBERS AND PROVIDE ALL PROPOSED PLANTS
BASED UPON PLANT BED SIZE AND SPACING.
THESE DRAWINGS USE A SYSTEM OF KEYNOTES FOR MATERIAL DESIGNATIONS AND
SPECIFIC SITUATION NOTES. CONTRACTOR TO BE FAMILIAR WITH SYSTEM PRIOR
TO COMMENCING WORK. CONTACT ARCHITECT IF CONFLICTS ARE FOUND OR
SYSTEM IS NOT CLEAR.
BGA
ARC
ADD
ALTERNATE
S.4
COMMON NAME
ALL EXISTING GRADING, CURB LAYOUT, EASEMENTS AND UTILITIES ARE BASED ON
SURVEY INFORMATION PREPARED BY DREXEL, BARRELL & CO, AND PROVIDED BY
SA MIRO, AND ARE SHOWN FOR INFORMATION ONLY.
REVIEW STEEL EDGER LAYOUT WITH ARCHITECT PRIOR TO INSTALLATION.
PERENNIALS, GRASSES & GROUND COVERS
KEY
GENERAL PLANTING NOTES
ALL ARCHITECTURAL ELEMENTS ARE SHOWN ON LANDSCAPE PLANS FOR
REFERENCE ONLY. REFER TO DRAWINGS PREPARED BY KLIPP FOR ACTUAL
ARCHITECTURAL INFORMATION. NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR
TO CONSTRUCTION.
PLANTING SCHEDULE
8.4
GENERAL LAYOUT NOTES
LANDSCAPE SHEET LIST
SHEET NUMBER
ELEVATION NUMBER
- Project can be completed as desired by contractor, meaning if possible, soil remediation, backfill, grading and irrigation
installation may be completed as weather allows during the Fall and Winter of 2016/17. Yet, all CU landscaping standards must
be adhered to. If an area will not be completed before Spring then Winter site preparation work, such as infilling around
sidewalks to bring dirt up to safe standards must be completed.
- New black dirt can be worked on as long as it has a low enough moisture content. If the dirt clumps into a ball in your hand it is
too wet. Work can only commence once the dirt is dry enough such that it will not stick to itself and form ball shapes. If the soil
is worked on while it is too moist and the air is compressed out of it, then this soil will be replaced at the contractors expense.
SHEET NUMBER
ELEVATION
8.3
ADD
ALTERNATE
S.4
8.1
ARCT
Arctostaphylos uva-ursi 'Massachusetts
Massachusetts Kinnikinnick
1 gal.
2' o.c.
10-15"
PRO
Pro pratensis
Kentucky Bluegrass
SOD
-
-
-
19408
PAN
Panicum virgatum
Switchgrass
PLUGS
8" oc
-
-
3061 S
496 SQ
SHRUBS
AAB
Aronia arbutifolia 'Brilliantissima'
Brilliant Red Chokeberry
5 gal
5' o.c.
6 - 8'
6 - 8'
41
CSB
Cornus Sericea Arctic Fire
Arctic Fire Dogwood
5 gal
3' o.c.
3 - 4'
3 - 4'
219
DBC
Daphne burkwoodii 'Carol Mackie'
Daphne
5 gal
4' o.c.
2 -3'
3 -4'
81
RAG
Rhus aromatica 'Gro Low'
Gro Low Sumac
5 gal
42" o.c.
2 - 3'
6 - 8'
154
SMP
Syringa meyeri 'Palibin'
Dwarf Korean Lilac
5 gal
42" o.c.
4 - 5'
5 - 7'
15
VPT
Viburnum plicatum tomentosum 'Mariesii'
Doublefile Viburnum
5 gal
5' o.c.
6 - 8'
8 - 10'
19
ROS
Rosa 'Sunny Knock Out'
Sunny Knock Out Rose
5 gal
2' o.c.
2 - 3'
2 - 3'
63
DECIDUOUS TREES
KEY
BOTANICAL NAME
COMMON NAME
SIZE
SPACING
HEIGHT
WIDTH
AMM
Acer miyabei 'Morton'
State Street Maple
3"
caliper
as shown
30-40'
30'
6
CEC
Cercis canadensis
Eastern Redbud
3"
caliper
as shown
30'
25- 30''
8
54.90 TW
ASI #178
2016 Landscape Bid Additional Notes:
Site Work Pre Planting Prep:
1. Remove all materials from all rain garden
areas, including existing below grade piping.
Piping and rain garden material will be
replaced per specifications. No chemical weed
mitigation in these areas.
2. Spray all open areas noted on plans with
Glysophate product at label rate. Follow UCB
chemical application procedures, which include
increased posting and notification procedures.
3. Remove top 2" soil after existing plant
degradation to remove weed bank and replace
with amended soil as noted in specifications.
Total depth of soil added will be 10".
4. Concrete flat work is in place.
ELEVATION TAG
N=-5.97
E=4.69
NORTHING
EASTING
15028-000-00
CP149773/W419448
QUR
Quercus rubra
Northern Red Oak
3"
caliper
as shown
60'
35'
14
ULF
Ulmus 'Frontier'
Frontier Elm
3"
caliper
as shown
40'
40'
6
Lacebark Elm
3"
caliper
as shown
40'
40'
17
Ponderosa Pine
8' Min.
Ht.
as shown
40'
30'
26
ULM
Ulmus parvifolia
02.03.14
02.21.14
BID PACKAGE #3
ADDENDUM #01
05.09.14
10.01.15
ASI #38
ASI #178
7/25/16 2016 Bid Notes RR
8.2
EVERGREEN TREES
PNP
Pinus ponderosa
EXISTING DECIDUOUS TREE
EXISTING EVERGREEN TREE
L000
201 Broadway
Denver, Colorado 80203
t 303.893.1990
f 303.893.2204
www.klipparch.com
(9) EXISTING BIKE RACKS TO REMAIN
KEYNOTES
(9) EXISTING BIKE RACKS TO REMAIN
0.0
Add Alternate 2
Restoration Area A:
1. Replace dead plant material - field measurement required
2. Replace metal edging as necessary
3. Restore irrigation
4. Plant: (8) #5 Amelanchier alnifolia
(6) #5 Rhus aromatica 'gro low'
RE: SHEET L101
1.0
H
FOOT
Soil Pre prep areas
RE: SHEET L103
Maybe a note about not using chemicals
in the rain gardens at each of them. The
real issue is using chemicals at a location
that drains to storm.
WAY
PARK
R
3.0
ILLS
LEED BOUNDARY
T
0.1
EXISTING UTILITY
-
0.2
EXISTING MANHOLE
-
0.3
EXISTING SIGN
-
0.4
EXISTING PEDESTRIAN LIGHT POLE
-
0.5
EXISTING STREET LIGHT POLE
-
0.6
EXISTING ASPHALT PAVING
-
0.7
EXISTING CURB & GUTTER
-
0.8
EXISTING WALK
-
0.9
-
0.10
EXISTING LAWN
EXISTING TREE(S)
0.11
EXISTING BOLLARD LIGHT
-
R
Restoration Area C:
1. Restore irrigation
2. Replace dead plant material
4.0
LEED BOUNDARY
5.0
R
R
-
PAVING
6" CONC. PAVING
6" CONC. PAVING w/ LIGHT EXPOSED
AGGREGATE FINISH (ADD ALTERNATE #S.1)
1/L300
1.3
CRUSHER FINES
13/L300
1.4
12" WIDE CONC PAVING BAND
3/L300
1.2
Remove Rain
Garden Material
2.0
Restoration Area B:
1. Replace dead plant material - field
measurement required
2. Restore Irrigation
3. Plant: (11) #5 Amelanchier alnifolia
EXISTING CONDITIONS
1.1
LEED BOUNDARY
DTL./SHT.#
1/L300
JOINTING
2.1
SEALED EXPANSION JOINT
2/L300
2.2
TOOLED CONTROL JOINT
2/L300
2.3
SAW CUT CONTROL JOINT
2/L300
CURBS & EDGERS
3.1
STEEL EDGER
3/L501
3.2
PLANTER CURB
2/L302
3.3
CURB & GUTTER
RE:CIVIL
STAIRS, WALLS & RAILINGS
4.1
TYPICAL CONCRETE STAIR
8A/L300
4.2
C.I.P. CONCRETE SEAT WALL
9/L300
4.3
2/L301
4.4
CONCRETE RETAINING WALL
CONCRETE WALL @ RAIN GARDEN
10/L300
4.5
TYPICAL HANDRAIL
8B/L300
4.6
CIP SEATWALL EXPANSION JOINT
4/L300
4.7
CIP CONC SITEWALL EXPANSION JOINT
15/L300
4.8
CIP CONC SITEWALL CONTROL JOINT
14/L300
SITE FURNISHINGS & SIGNAGE
5.1
FIXED TABLE/CHAIRS
5.2
5.3
CONCRETE BENCH
MOVABLE TABLE/CHAIRS
5.4
TRASH/RECYCLING RECEPTACLE
5.5
DETECTABLE WARNING STRIP
5.6
RECYCLING RECEPTACLE
RE: SPECS
5.7
BIKE RACK
RE: SPECS
RE: SPECS
11/L300
RE: SPECS
RE: SPECS
RE: CIVIL
T
0.8
Relocate 20'x81' bike parking here.
1. Install (12) Owner provided bike
racks on 12"x24" deep caissons
2. Fill area with 3/4" wyoming red rock
6" deep over mirifi fabric
2
REMOVE EXISTING CONCRETE AS
NECESSARY AND REPLACE WITH
NEW CONCRETE. FINISH AND
SCORING TO MATCH EXISTING
ADJACENT CONCRETE
6.0
remove rain garden
material
7.0
Restoration Area E:
1. Extend irrigation
2. Replace dead plant
material
Courtyard:
Soil Pre Prep Area
2 EQ.
2.3
ANELS
8.0
13 EQ. P
1.1
Irrigation system
adjustments as
necassary.
Restoration Area D:
1. Extend irrigation
2. Replace dead plant
material
0.8
ASI#18
20.00'
R
R
T
1
6.00'
13' O.C.
TYP.
3
2.1
LEED BOUNDARY
81.00'
N=1246583.62
E=3073084.84
LEED BOUNDARY
bike parking to be
relocated to area
north of walk
N=1246490.80
E=3073054.57
1.3
R
R
T
RE: SHEET L102
0.6
Parking Islands:
Soil Pre Prep
Areas (TYP)
6.2
ELECTRICAL OUTLET
RE: ELEC
6.3
STREET LIGHT
RE: ELEC
7.1
DRAIN INLET
RE: CIVIL
7.2
NOT USED
7.3
MULTIFLOW DRAIN
DRAINAGE
RE: CIVIL
PLANTING
8.1
DECIDUOUS TREE IN PLANTING AREA
1/L501
8.2
2/L501
8.3
EVERGREEN TREE
SHRUB PLANTING (ADD ALTERNATE #S.4)
8.4
PERENNIAL/GROUND COVER PLANTING
5/L501
8.5
PLANT SPACING DETAIL
6/L501
8.6
SOD
RE: SPECS
8.7
WOOD MULCH
RE: SPECS
8.8
MINERAL MULCH
RE: SPECS
4/L501
1
ALIGN CONCRETE WALK WITH EXISTING EDGE OF CONCRETE
2
ALIGN JOINT WITH BACK OF CURB
3
ALIGN OUTSIDE EDGE OF CONCRETE BAND WITH EXISTING CONCRETE WALK
3.3
1.3
N=1246422.00
E=3073066.80
3.00'
Remove Rain
Garden Material
from parking
islands TYP
10/L300
3.1
5.7
3.1
PEDESTRIAN LIGHT
(PERTAIN TO THIS SHEET ONLY)
Remove rain
garden material
3.00'
ADD#1
6.1
LAYOUT KEYNOTES
1.3
3.1
LIGHTING/ELECTRICAL
0.8
ADD#1
1.3
3.1
ASI#129
Soil Pre prep areas
N=1246351.27
E=3073079.12
3.00'
Front Entry Planting Areas Typ:
Soil Pre Prep
ADD#1
LEED BOUNDARY
15028-000-00
VERY D
DISCO
CP149773/W419448
02.03.14
02.21.14
03.07.14
R.
05.09.14
03.16.15
10.06.15
.
VE
A
O
AD
R
O
OL
BID PACKAGE #3
ADDENDUM #01
ASI #18 - LANDSCAPE CLARIFICATIONS
ASI #27: PHASE II FOR CONSTRUCTION
ASI #129
ASI #178
7/25/16 2016 Bid Notes RR
C
L100
Scale: 1" = 30'
0
7.5
15
22.5
30
60
201 Broadway
Denver, Colorado 80203
t 303.893.1990
f 303.893.2204
www.klipparch.com
KEYNOTES
0.0
PA
1.0
PA
EXISTING CONDITIONS
0.1
EXISTING UTILITY
-
0.2
EXISTING MANHOLE
-
0.3
EXISTING SIGN
-
0.4
EXISTING PEDESTRIAN LIGHT POLE
-
0.5
EXISTING STREET LIGHT POLE
-
0.6
EXISTING ASPHALT PAVING
-
0.7
EXISTING CURB & GUTTER
-
0.8
EXISTING WALK
-
0.9
-
0.10
EXISTING LAWN
EXISTING TREE(S)
0.11
EXISTING BOLLARD LIGHT
-
6" CONC. PAVING
6" CONC. PAVING w/ LIGHT EXPOSED
AGGREGATE FINISH (ADD ALTERNATE #S.1)
1/L300
1.3
CRUSHER FINES
13/L300
1.4
12" WIDE CONC PAVING BAND
3/L300
1.1
1.2
2
2
0.11
EQ.
EQ.
EXISTING FLAGPOLE
2.3
2
8.00'
PA
5.2
0.8
EQ.
EQ
EQ.
2
EQ.
ASI#38
PA
8.00'
4.0
EQ.
Q.
NE
PA
LS
N=1246837.66
E=3072970.90
0.11
EQ.
6E
0.5
0.8
LS
3E
Q
PA
5.0
PA
0'
8.0
EQ
E
AN
.P
LS
NE
A
.P
IGN
AL
JOINTING
2.1
SEALED EXPANSION JOINT
2/L300
2.2
TOOLED CONTROL JOINT
2/L300
2.3
SAW CUT CONTROL JOINT
2/L300
CURBS & EDGERS
3.1
STEEL EDGER
3/L501
3.2
PLANTER CURB
2/L302
3.3
CURB & GUTTER
RE:CIVIL
STAIRS, WALLS & RAILINGS
4.1
TYPICAL CONCRETE STAIR
8A/L300
4.2
C.I.P. CONCRETE SEAT WALL
9/L300
4.3
2/L301
4.4
CONCRETE RETAINING WALL
CONCRETE WALL @ RAIN GARDEN
10/L300
4.5
TYPICAL HANDRAIL
8B/L300
4.6
CIP SEATWALL EXPANSION JOINT
4/L300
4.7
CIP CONC SITEWALL EXPANSION JOINT
15/L300
4.8
CIP CONC SITEWALL CONTROL JOINT
14/L300
SITE FURNISHINGS & SIGNAGE
5.1
FIXED TABLE/CHAIRS
5.2
5.3
CONCRETE BENCH
MOVABLE TABLE/CHAIRS
5.4
TRASH/RECYCLING RECEPTACLE
RE: SPECS
11/L300
RE: SPECS
RE: SPECS
5.5
DETECTABLE WARNING STRIP
5.6
RECYCLING RECEPTACLE
RE: SPECS
1.1
5.7
BIKE RACK
RE: SPECS
6.0
RE: CIVIL
LIGHTING/ELECTRICAL
6.1
PEDESTRIAN LIGHT
10/L300
6.2
ELECTRICAL OUTLET
RE: ELEC
6.3
STREET LIGHT
RE: ELEC
7.1
DRAIN INLET
RE: CIVIL
7.2
NOT USED
7.3
MULTIFLOW DRAIN
1
7.0
(2) 4" PVC SLEEVE W/ PULL STRING,
ENDS OF SLEEVES TO BE UNEXPOSED
@ SURFACE. SLEEVES SHALL BE
TEMP CAPPED AND MARKED @
SURFACE
0.8
8.0
0.7
Existing Bike
Racks
REMOVE EXISTING CONCRETE AS
NECESSARY AND REPLACE WITH
NEW CONCRETE. FINISH AND
SCORING TO MATCH EXISTING
ADJACENT CONCRETE
1/L300
2.3
N=1246816.86
E=3072934.74
N=1246805.68
E=3072899.45
0.6
ADD ALTERNATE S.6
0.11
EQ
Q
2E
3.0
PA
RE-USE EXISTING BOLLARD,
PROVIDE SUPPORT BASES TO MATCH
EXISTING
CENTER BOLLARD ON JOINT
0.8
1.1
EQ.
ADD ALTERNATE S.5 - REMOVE
EXISTING GLASS WALL AND REPLACE
WITH CAST IN PLACE COLORED
CONCRETE
EXISTING GLASS WALL, REMOVE (1)
PANEL OF GLASS, RE: DTL 1/-
2.0
5.2 ADD ALTERNATE S.6
0.11
EXISTING BOLLARD TO REMAIN
1. Entry Courtyard Sheet L101 will be Add Alternate 2
2. Prep and Plant Entry Courtyard per plans and specifications
ASI#38
-
PAVING
0.8
PA
DTL./SHT.#
Bike Rack Location:
1. Install (7) Owner provided bike racks on 12"x24" deep caissons
2. Fill area with 3/4" wyoming red rock 6" deep over mirifi fabric
3. Approx area is 10'x 91'
DRAINAGE
RE: CIVIL
PLANTING
8.1
DECIDUOUS TREE IN PLANTING AREA
1/L501
8.2
2/L501
8.3
EVERGREEN TREE
SHRUB PLANTING (ADD ALTERNATE #S.4)
8.4
PERENNIAL/GROUND COVER PLANTING
5/L501
8.5
PLANT SPACING DETAIL
6/L501
8.6
SOD
RE: SPECS
8.7
WOOD MULCH
RE: SPECS
8.8
MINERAL MULCH
RE: SPECS
4/L501
0.1
JOINTS AT NEW CONC CURB. EACH
SIDE OF COLUMN - TYP
NEW CONC TO EXTEND TO EXISTING
PLAZA. REPAIR ALL EXISTING
CONCRETE
LAYOUT KEYNOTES
(PERTAIN TO THIS SHEET ONLY)
NEW PLANTING BY OWNER. REMOVE
ALL EXISTING CONC. GRADE FLUSH
TO TOP OF EXISTING CONC.
NEW 6" WIDE X 1-0" DEEP CONC
CURB TO COVER EXISTING SLAB
EDGE KEYWAYS. NEW CURB TO
ALIGN WITH EXISTING CONC
WALKWAY
1
JOINT/EDGE OF PAVEMENT TO ALIGN WITH FACE OF COLUMN
2
ALIGN WITH EXISTING EDGE OF CONCRETE
(2) 4' PVC SLEVE W/ PULL STRING.
ENDS OF SLEEVES TO BE UNEXPOSED
@ SURFACE. SLEEVES SHALL BE
TEMP CAPPED AND MARKED @
SURFACE
MATCHLINE L100
REMOVE PANELS OF GLASS WALL AS
SHOWN. CUT METAL FRAME FLUSH
AND INSTALL STEEL END CAPS.
GRIND ALL EDGES SMOOTH.
RE-PAINT THE ENTIRE METAL FRAME
OF THE SCREEN WALL TO MATCH
EXISTING COLOR. SUBMIT SHOP
DRAWINGS
15028-000-00
CP149773/W419448
FURNISHINGS LEGEND
T
LITTER RECEPTACLE
RE: SPECS
02.03.14
02.21.14
BID PACKAGE #3
ADDENDUM #01
R
RECYCLING RECEPTACLE
RE: SPECS
05.16.14
ASI #38
10.06.15
ASI #178
MOVABLE TABLE AND CHAIRS
RE: SPECS
FIXED TABLE AND CHAIRS
RE: SPECS
2016 Bid Notes RR
LIGHTING LEGEND ; RE: ELEC
1
PARKING LOT LIGHT
RE: ELEC
PEDESTRIAN POLE LIGHT
RE: ELEC
EXISTING GLASS WALL REMOVAL DETAIL
SCALE: NTS
L101
Scale: 1" = 10'
0
5
10
20
201 Broadway
Denver, Colorado 80203
t 303.893.1990
f 303.893.2204
www.klipparch.com
3
INE L10
L
H
C
T
MA
N=1246592.95
E=3073103.13
3.1
4
6
8.00'
2
3
STEEL CHASE, RE: CIVIL FOR DETAIL
8
8
3
2
MATCHLINE L100
MATCHLINE L100
8
8
5
9
2.1
0.0
N=1246563.08
E=3073202.16
9
5.4
N=1246552.46
6.1
E=3073119.95
N=1246548.36 BACK OF STAIR
E=3073118.29
PA
R
R
T
ANELS
11.87'
3 EQ. P
2.3
KEYNOTES
3 EQ.
NELS
2 EQ. PA
1.1
2 EQ. 2.50'
N=1246574.82
E=3073161.82
N=1246568.94
E=3073166.82
ADD ALTERNATE
PA
S.6
N=1246557.08
E=3073166.82
4.3
6
5.2
3
3
9
9
1.2
5
3.3
N=1246551.69
E=3073129.61
3 EQ. 2 EQ.
3
11 EQ. PANELS
9
N=1246537.02
2.1
E=3073161.82
PA
N=1246556.99
E=3073202.16
3 EQ.
2.1
3
3
N=1246548.44
E=3073111.06
ADD ALTERNATE
S.1
9
1.0
EXISTING CONDITIONS
0.1
EXISTING UTILITY
-
0.2
EXISTING MANHOLE
-
0.3
EXISTING SIGN
-
0.4
EXISTING PEDESTRIAN LIGHT POLE
-
0.5
EXISTING STREET LIGHT POLE
-
0.6
EXISTING ASPHALT PAVING
-
0.7
EXISTING CURB & GUTTER
-
0.8
EXISTING WALK
-
0.9
-
0.10
EXISTING LAWN
EXISTING TREE(S)
0.11
EXISTING BOLLARD LIGHT
-
1
6" CONC. PAVING
6" CONC. PAVING w/ LIGHT EXPOSED
AGGREGATE FINISH (ADD ALTERNATE #S.1)
1/L300
1.3
CRUSHER FINES
13/L300
1.4
12" WIDE CONC PAVING BAND
3/L300
1.2
4.5
MATCHLINE L103
2
2.1
2
2
ADD ALTERNATE S.1
4B
L302
2
2.0
MATCHLINE L103
1.2
4.5
2
2.1
STEEL CHASE, RE: CIVIL FOR DETAIL
3.0
2.3
4.1
2
N=1246498.52
6.1
E=3073156.36
3.3
R
R
2.1
T
1
4
5.00'
3
1.1
5.4
2 EQ.
N=1246498.41
6.1
E=3073133.61
2.1
24" X 34" CONCRETE SPLASHBLOCK
TO ALIGN WITH DOWNSPOUT
2
N=1246501.24
E=3073107.44
N=1246501.19
2.1
E=3073166.82
N=1246492.50
E=3073112.03
4.0
N=1246493.27
E=3073489.98
R20
7.0
8.8
2.1
Q. PA
3
L301
13 E
2
NELS
2.3
0'
2.50'
4.00'
5.0
1.1
PA
PA
2.0
0
TYP '
.
STORM SEWER, RE: CIVIL
ANELS
17 EQ. P
1.1
ASI#178
6.1
N=1246432.61
E=3073450.25
LS
PA
NE
2.3
7.50'
2.50'
2.50'
N=1246428.40
E=3073143.39
8.8
1.1
2.50'
N=1246436.22
6.1
E=3073157.32
2.1
N=1246428.40
2.1
E=3073166.82
PA
ANELS
6.0
8.8
Q.
2.3
ASI#178
14
E
13 EQ. P
1.1
12 EQ. PANELS
ADD ALTERNATE
S.6
N=1246472.18
6.1
E=3073477.99
ASI#178
3.1
1.1
2.50'
7.0
PA
3.1
1.1
4.5
3
.00
'
3 EQ.
8.0
R2
4.1
7 EQ. PANELS
3
2.1
2 EQ. P
1.2
.P
AN
EL
S
N=1246428.40 BACK OF STAIR
E=3073152.07
N=1246413.57 BACK OF STAIR
E=3073154.72
4.5
PA
EQ
4A
L302
2
ANELS
ADD ALTERNATE
S.1
2.1
N=1246409.98
E=3073166.82
5.5
R1
9
3.3
6'
6.1
3.1
STORM SEWER, RE: CIVIL
N=1246394.39
E=3073408.21
PT N=1246395.58
E=3073372.62
N=1246387.47
E=3073374.71
'
1.1
'
.00
2 EQ.
R5
R207.00'
R258.43'
6.00
2.3
N=1246337.01
E=3073166.60
'
0.80
PA
N=1246361.86
E=3073248.85
N=1246362.40
E=3073305.32
SEALED EXPANSION JOINT
2/L300
2.2
TOOLED CONTROL JOINT
2/L300
2.3
SAW CUT CONTROL JOINT
2/L300
CURBS & EDGERS
3.1
STEEL EDGER
3/L501
3.2
PLANTER CURB
2/L302
3.3
CURB & GUTTER
RE:CIVIL
STAIRS, WALLS & RAILINGS
4.1
TYPICAL CONCRETE STAIR
8A/L300
4.2
C.I.P. CONCRETE SEAT WALL
9/L300
4.3
2/L301
4.4
CONCRETE RETAINING WALL
CONCRETE WALL @ RAIN GARDEN
10/L300
4.5
TYPICAL HANDRAIL
8B/L300
4.6
CIP SEATWALL EXPANSION JOINT
4/L300
4.7
CIP CONC SITEWALL EXPANSION JOINT
15/L300
4.8
CIP CONC SITEWALL CONTROL JOINT
14/L300
SITE FURNISHINGS & SIGNAGE
5.1
FIXED TABLE/CHAIRS
5.2
5.3
CONCRETE BENCH
MOVABLE TABLE/CHAIRS
5.4
TRASH/RECYCLING RECEPTACLE
5.5
DETECTABLE WARNING STRIP
5.6
RECYCLING RECEPTACLE
RE: SPECS
5.7
BIKE RACK
RE: SPECS
RE: SPECS
11/L300
RE: SPECS
RE: SPECS
RE: CIVIL
LIGHTING/ELECTRICAL
6.1
PEDESTRIAN LIGHT
10/L300
6.2
ELECTRICAL OUTLET
RE: ELEC
6.3
STREET LIGHT
RE: ELEC
7.1
DRAIN INLET
RE: CIVIL
7.2
NOT USED
7.3
MULTIFLOW DRAIN
DRAINAGE
RE: CIVIL
PLANTING
8.1
DECIDUOUS TREE IN PLANTING AREA
1/L501
8.2
2/L501
8.3
EVERGREEN TREE
SHRUB PLANTING (ADD ALTERNATE #S.4)
8.4
PERENNIAL/GROUND COVER PLANTING
5/L501
8.5
PLANT SPACING DETAIL
6/L501
8.6
SOD
RE: SPECS
8.7
WOOD MULCH
RE: SPECS
8.8
MINERAL MULCH
RE: SPECS
4/L501
2
JOINT/EDGE OF PAVEMENT TO ALIGN WITH FACE OF WET LAB BUILDING
3
ALIGN JOINT WITH FACE OF COLUMN
R2
6.8
0'
0'
R1.9
2.3
4
LS
E
AN
ALIGN JOINT WITH EDGE OF PAVEMENT
EQ
14
.P
5
0.7
1.1
3.3
3.3
1.1
EDGE OF PAVEMENT TO BE PARALLEL WITH CURB
6
WALL/STAIR TO BE PARALLEL TO FACE OF MCALLISTER
ALIGN JOINT WITH BACK OF CURB
N=1246383.77
E=3073374.98
PA
PT
00'
N=1246366.94
E=3073253.64
2.1
3.3
N=1246375.77
E=3073322.02
R1.80'
R11
N=1246372.51
E=3073154.43
N=1246340.86
E=3073160.09
N=1246366.07
E=3073270.20
N=1246365.51
E=3073235.22
3.1
2.3
5.5
6.1
2.1
7
.10'
ANELS
ASI#178
PA
ASI#129
R120.
PA
PAN
ELS
R208
11 EQ. P
2.3
EQ.
R200.90'
16
1.1
JOINTING
(PERTAIN TO THIS SHEET ONLY)
1.1
N=1246386.20
E=3073394.07
N=1246383.59
PT
E=3073319.85
1/L300
LAYOUT KEYNOTES
1
N=1246398.32
E=3073164.94
MATCHLINE L100
N=1246422.39
E=3073442.30
-
PAVING
1.1
2 EQ.
DTL./SHT.#
N=1246372.61
E=3073322.99
8
N=1246375.42
6.1
E=3073364.17
ASI#178
ALIGN JOINT WITH OUTSIDE EDGE OF MULLION
9
EDGE OF PAVEMENT/JOINT TO BE PARALLEL TO BRIDGE
JOINT TO BE PARALLEL TO FACE OF WET LAB BUILDING
FURNISHINGS LEGEND
R
2.50'
N=1246351.52
2.1
E=3073249.52
T
LITTER RECEPTACLE
RE: SPECS
R
RECYCLING RECEPTACLE
RE: SPECS
MOVABLE TABLE AND CHAIRS
RE: SPECS
FIXED TABLE AND CHAIRS
RE: SPECS
LS
. PANE
14 EQ
LS
10 EQ. PANE
5.50'
LS
PANE
.
Q
E
16
3.3
1.1
PA
Rain garden
drainage piping to
be removed and
replaced (typ).
0.7
1.1
LIGHTING LEGEND ; RE: ELEC
PARKING LOT LIGHT
RE: ELEC
PEDESTRIAN POLE LIGHT
RE: ELEC
2016 Landscape Bid Notes:
This sheet is for plant layout only - all concrete is
existing.
15028-000-00
CP149773/W419448
02.03.14
02.21.14
03.07.14
05.16.14
09.12.14
03.16.15
10.06.15
0.7
BID PACKAGE #3
ADDENDUM #01
ASI #18 - LANDSCAPE CLARIFICATIONS
ASI #38
ASI #88
ASI #129
ASI #178
2016 Bid Notes RR
L102
Scale: 1" = 10'
0
5
10
20
201 Broadway
Denver, Colorado 80203
t 303.893.1990
f 303.893.2204
www.klipparch.com
MATCHLINE L100
Remove and
replace rain garden
drain pipe per
specifications (typ).
5.00'
N=1246839.17
E=3073421.58
4 EQ.
L
PANE
S
3.1
SIDEWALK CHASE, RE: CIVIL
N=1246838.79
E=3073377.34
N=1246828.40
E=3073401.14
4 EQ.
0.0
3
3.1
NELS
7 EQ. PA
N=1246799.77
E=3073393.27
2.1
4
4
S
NE L
5 EQ. PA
7.00'
5.4
T
R
R
N=1246804.79
E=3073456.58
N=1246797.75
6.1
E=3073428.03
N=1246793.86
2.1
E=3073394.30
6.00'
2.1
2.1
4C
L302
4.1
1.0
1.1
BACK OF STAIR N=1246798.79
E=3073387.68
2.3
12 E
LS
ANE
Q. P
2.0
N=1246786.08
2.1
E=3073349.95
PA
3.0
1.1
11 EQ. P
2.3
4.0
ANELS
0.9
0.8
7.00'
ANELS
15 EQ. P
N=1246719.13
2.1
E=3073361.56
PA
R13
4.
(9) EXISTING BIKE RACKS TO REMAIN
8
4
8
4
4.50'
5.00'
17.90'
1.2
N=1246705.72
E=3073319.51
2
L302
N=1246703.32
E=3073348.24
2.1
N=1246701.74
E=3073296.88
N=1246703.47
E=3073362.81
ADD ALTERNATE
S.1
N=1246703.32
E=3073377.39
N=1246691.32
E=3073377.39
N=1246709.43
E=3073340.69
N=1246702.37
E=3073312.04
N=1246703.86
4.6 E=3073308.71
N=1246691.47
E=3073362.81
7.1
R
4.6
N=1246698.18
E=3073276.56
ASI#178.1
N=1246690.65
6.1
E=3073187.66
N=1246684.32
5.1
E=3073264.90
0.8
R
PA
N=1246689.01
5.1
E=3073303.61
1.1
4.4
2.3
TYP. OF (7) 5.3
4.2
2.1
00
INE L1
2 EQ.
PA
0.3
EXISTING SIGN
-
0.4
EXISTING PEDESTRIAN LIGHT POLE
-
0.5
EXISTING STREET LIGHT POLE
-
0.6
EXISTING ASPHALT PAVING
-
0.7
EXISTING CURB & GUTTER
-
0.8
EXISTING WALK
-
0.9
-
0.10
EXISTING LAWN
EXISTING TREE(S)
0.11
EXISTING BOLLARD LIGHT
-
Trench drain to be
included in base
bid.
PAVING
6" CONC. PAVING
6" CONC. PAVING w/ LIGHT EXPOSED
AGGREGATE FINISH (ADD ALTERNATE #S.1)
1/L300
1.3
CRUSHER FINES
13/L300
1.4
12" WIDE CONC PAVING BAND
3/L300
JOINTING
2.1
SEALED EXPANSION JOINT
2/L300
2.2
TOOLED CONTROL JOINT
2/L300
2.3
SAW CUT CONTROL JOINT
2/L300
CURBS & EDGERS
3.1
STEEL EDGER
3/L501
3.2
PLANTER CURB
2/L302
3.3
CURB & GUTTER
RE:CIVIL
STAIRS, WALLS & RAILINGS
4.1
TYPICAL CONCRETE STAIR
8A/L300
4.2
C.I.P. CONCRETE SEAT WALL
9/L300
4.3
2/L301
4.4
CONCRETE RETAINING WALL
CONCRETE WALL @ RAIN GARDEN
10/L300
4.5
TYPICAL HANDRAIL
8B/L300
4.6
CIP SEATWALL EXPANSION JOINT
4/L300
4.7
CIP CONC SITEWALL EXPANSION JOINT
15/L300
4.8
CIP CONC SITEWALL CONTROL JOINT
14/L300
SITE FURNISHINGS & SIGNAGE
5.1
FIXED TABLE/CHAIRS
5.2
5.3
CONCRETE BENCH
MOVABLE TABLE/CHAIRS
5.4
TRASH/RECYCLING RECEPTACLE
5.5
DETECTABLE WARNING STRIP
5.6
RECYCLING RECEPTACLE
RE: SPECS
5.7
BIKE RACK
RE: SPECS
1
6.1
PEDESTRIAN LIGHT
10/L300
6.2
ELECTRICAL OUTLET
RE: ELEC
6.3
STREET LIGHT
RE: ELEC
7.1
DRAIN INLET
RE: CIVIL
7.2
NOT USED
7.3
MULTIFLOW DRAIN
DRAINAGE
PLANTING
8.1
DECIDUOUS TREE IN PLANTING AREA
1/L501
8.2
2/L501
8.3
EVERGREEN TREE
SHRUB PLANTING (ADD ALTERNATE #S.4)
8.4
PERENNIAL/GROUND COVER PLANTING
5/L501
8.5
PLANT SPACING DETAIL
6/L501
8.6
SOD
RE: SPECS
8.7
WOOD MULCH
RE: SPECS
8.8
MINERAL MULCH
RE: SPECS
3 EQ.
2
INE L10
L
MATCH
9 EQ.
4
EDGE OF PAVEMENT TO BE PARALLEL WITH FACE OF MCALLISTER
R118.16'
5
WALL TO BE PARALLEL TO FACE OF MCALLISTER
6
JOINT TO ALIGN WITH CORNER OF PRECAST BRIDGE
JOINTS TO RUN PERPENDICULAR TO BUILDING
7
EDGE OF PAVEMENT TO ALIGN WITH EDGE OF COLUMN
8
PROVIDE BLOCKOUT IN WALL FOR SCUPPER, 1'-0" x 4" , DRAIN AWAY FROM WALK
2
6
PA
3.1
R221.97'
6.00'
6.1
N=1246577.90
E=3073331.68
EQ
5
2.1
N=1246562.25
E=3073504.31
15028-000-00
6.1
CP149773/W419448
N=1246579.49
E=3073330.42
EQ
PA
PA
FURNISHINGS LEGEND
EQ
EQ
ASI#183
P
3.00' TY
5
8.8
N=1246580.17
E=3073334.32 EDGE OF PRECAST BRIDGE
N=1246562.97
E=3073320.39
1.2
5.67'
PA
N=1246559.84
E=3073240.37
N=1246550.69
E=3073250.40
3
L302
ASI#178
PA
7
L300
N=1246564.44
E=3073328.77
3" OF BLACK GRANITE-1.5"
[PIONEER SAND]
7
L300
NELS
4
6B
L300
7
N=1246586.09 EDGE OF PRECAST BRIDGE/BACK OF
E=3073333.30 WALL
2.50'
TYP.
2.00'
TYP.
13 EQ. PA
4
ADD ALTERNATE
S.1
6A
L300
1.4
1.2
ASI#178
2016 Bid Notes:
1. Sheet L103 to be used for Furniture Layout and Installation Only
2. Furniture to be Owner Provided, Contractor Installed
3. Furniture Install is ADD ALTERNATE #1.
R207.00'
8.8
2
5
L300
4
L300
4/L501
ALIGN JOINT WITH EDGE OF PAVEMENT
3.1
N=1246579.24
6.1
E=3073502.19
ASI#178
RE: CIVIL
8 EQ. PANELS
R
1.50'
TYP.
-
3
PT N=1246605.52
E=3073501.23
6
6.00'
T
PA
R
N=1246570.98
E=3073247.18
RE: CIVIL
ALIGN JOINT WITH FACE OF COLUMN
5.50'
N=1246584.13
E=3073322.17
12 EQ.
N=1246572.35
E=3073255.02
RE: SPECS
2
4.4
N=1246572.67
E=3073248.40
RE: SPECS
ASI#178
EDGE OF N=1246583.87
PRECAST BRIDGE E=3073320.68
EDGE OF N=1246577.72
PRECAST BRIDGE E=3073320.32
N=1246573.54
E=3073253.33
RE: SPECS
11/L300
LIGHTING/ELECTRICAL
TYP 4.8
3.1
1/L300
JOINT/EDGE OF PAVEMENT TO ALIGN WITH FACE OF BUILDING
3.1
2
N=1246607.54
E=3073267.29
-
1
N=1246637.80
PT/PC
E=3073499.65
2
R281.87'
-
6 EQ. PANELS
L
MATCH
1
2
2
2
2
BACK OF WALL 4.7
EXISTING MANHOLE
(PERTAIN TO THIS SHEET ONLY)
2
N=1246628.36
2.1
E=3073329.65
0.2
5.5
2
'
R216.50
Harvest table top fabrication and
installation to be included in
Base Bid.
2
29 EQ.
2.1
-
LAYOUT KEYNOTES
2
4.4
PT/PC N=1246635.65
E=3073318.00
5.00'
2
N=1246638.65
E=3073315.56
EXISTING UTILITY
ASI#208
2
TYP. (6) 5.3
PA
N=1246649.62
E=3073498.97
ASI#178
PA
6.1
2
1
L301
6.1
1
L302A
1
N=1246633.64
E=3073262.71
2 EQ.
2.3
ASI#178
Remove and replace
this rain garden drain.
Drain that runs under
the
is to
ADDconcrete
ALTERNATE
S.2
remain in place.
2 EQ.
2
PT/PC N=1246658.25
E=3073313.48
1.1 SLAB, TYP OF 5
2
2
N=1246667.46
E=3073298.34
1
2 EQ.
2 EQ.
2
ADD ALTERNATE
#S-I-1a 1.2
3.1
7.0' DIA
2 EQ.
2
5.1
8.0
2
2
N=1246672.77
5.1
E=3073275.04
N=1246681.41
E=3073289.45
7.0
5.5
2
2.1
5.1
6.0
5.4
R134.50' N=1246691.32
E=3073348.24
1.2
N=1246692.56
E=3073244.52
8.8
T
4.7
N=1246689.76
E=3073227.86
2.3
1
ASI#178
NELS
2 EQ. PA
N=1246726.34
6.1
E=3073391.06
N=1246724.14
2.1
E=3073390.09
N=1246739.56
2.1
E=3073478.03
4 EQ. PANELS
17 EQ.
N=1246700.78
6.1
E=3073245.34
PANELS
N=1246713.24
E=3073316.38
1.1
ELS
PA
6.1
N=1246715.80
E=3073342.59
2.50'
TYP.
N=1246710.69
E=3073313.41
3.1
5.0
. PAN
1.1
N=1246698.40
2.1
E=3073243.49
4
0.9
N=1246731.30
E=3073319.22
N=1246737.34
6.1
E=3073453.76
50'
7 EQ
0.8
0.8
6.00'
3.1
0.1
1.2
N=1246785.61
6.1
E=3073358.91
PA
EXISTING CONDITIONS
1.1
BACK OF STAIR N=1246792.87
E=3073388.72
(9) EXISTING BIKE RACKS TO REMAIN
DTL./SHT.#
3
N=1246814.92
E=3073426.02
N=1246807.39
E=3073436.68
N=1246813.43
E=3073402.57
PA
LS
PANE
3.1
KEYNOTES
ALIGN CENTER OF RUNNEL WITH
GUTTER DOWNSPOUT
3.1
ALIGN CENTER OF RUNNEL WITH
GUTTER DOWNSPOUT
8.8
T
LITTER RECEPTACLE
RE: SPECS
R
RECYCLING RECEPTACLE
RE: SPECS
MOVABLE TABLE AND CHAIRS
RE: SPECS
FIXED TABLE AND CHAIRS
RE: SPECS
02.03.14
02.21.14
03.07.14
BID PACKAGE #3
ADDENDUM #01
ASI #18 - LANDSCAPE CLARIFICATIONS
05.16.14
09.12.14
10.06.15
10.15.15
11.10.15
03.10.16
ASI #38
ASI #88
ASI #178
ASI #183
ASI #178.1
ASI #208
7/25/16 Bid Notes RR
N=1246521.17
6.1
E=3073496.71
ASI#178
LIGHTING LEGEND ; RE: ELEC
MATCHLINE L102
PARKING LOT LIGHT
RE: ELEC
PEDESTRIAN POLE LIGHT
RE: ELEC
L103
Scale: 1" = 10'
0
5
10
20
201 Broadway
Denver, Colorado 80203
t 303.893.1990
f 303.893.2204
www.klipparch.com
RE: LAYOUT SHEETS ONLY
C O P Y R I G H T 2 0 13
No part of the contents of this document
may be reproduced or transmitted in
any
form or by any means without the
written permission of gkkworks.
RE: SHEET L201
55
R
KEYNOTES
0.0
R
53
T
54
53
52
51
50
LEED BOUNDARY
54
56
1.0
DTL./SHT.#
EXISTING CONDITIONS
0.1
EXISTING UTILITY
-
0.2
EXISTING MANHOLE
-
0.3
EXISTING SIGN
-
0.4
EXISTING PEDESTRIAN LIGHT POLE
-
0.5
EXISTING STREET LIGHT POLE
-
0.6
EXISTING ASPHALT PAVING
-
0.7
EXISTING CURB & GUTTER
-
0.8
EXISTING WALK
-
0.9
-
0.10
EXISTING LAWN
EXISTING TREE(S)
0.11
EXISTING BOLLARD LIGHT
-
PAVING
6" CONC. PAVING
6" CONC. PAVING w/ LIGHT EXPOSED
AGGREGATE FINISH (ADD ALTERNATE #S.1)
1/L300
1.3
CRUSHER FINES
13/L300
1.4
12" WIDE CONC PAVING BAND
3/L300
1.1
57
1.2
LEED BOUNDARY
58
2.0
58
58
3.0
R
R
4.0
58
57
T
55
5.0
LEED BOUNDARY
RE: SHEET L202
56
6.0
7.0
R
R
58
57
T
58
8.0
RE: SHEET L202
R
R
T
-
1/L300
JOINTING
2.1
SEALED EXPANSION JOINT
2/L300
2.2
TOOLED CONTROL JOINT
2/L300
2.3
SAW CUT CONTROL JOINT
2/L300
CURBS & EDGERS
3.1
STEEL EDGER
3/L501
3.2
PLANTER CURB
2/L302
3.3
CURB & GUTTER
RE:CIVIL
STAIRS, WALLS & RAILINGS
4.1
TYPICAL CONCRETE STAIR
8A/L300
4.2
C.I.P. CONCRETE SEAT WALL
9/L300
4.3
2/L301
4.4
CONCRETE RETAINING WALL
CONCRETE WALL @ RAIN GARDEN
10/L300
4.5
TYPICAL HANDRAIL
8B/L300
4.6
CIP SEATWALL EXPANSION JOINT
4/L300
4.7
CIP CONC SITEWALL EXPANSION JOINT
15/L300
4.8
CIP CONC SITEWALL CONTROL JOINT
14/L300
SITE FURNISHINGS & SIGNAGE
5.1
FIXED TABLE/CHAIRS
5.2
5.3
CONCRETE BENCH
MOVABLE TABLE/CHAIRS
5.4
TRASH/RECYCLING RECEPTACLE
5.5
DETECTABLE WARNING STRIP
5.6
RECYCLING RECEPTACLE
RE: SPECS
5.7
BIKE RACK
RE: SPECS
RE: SPECS
11/L300
RE: SPECS
RE: SPECS
RE: CIVIL
LIGHTING/ELECTRICAL
6.1
PEDESTRIAN LIGHT
10/L300
6.2
ELECTRICAL OUTLET
RE: ELEC
6.3
STREET LIGHT
RE: ELEC
7.1
DRAIN INLET
RE: CIVIL
7.2
NOT USED
7.3
MULTIFLOW DRAIN
DRAINAGE
RE: CIVIL
PLANTING
8.1
DECIDUOUS TREE IN PLANTING AREA
1/L501
8.2
2/L501
8.3
EVERGREEN TREE
SHRUB PLANTING (ADD ALTERNATE #S.4)
8.4
PERENNIAL/GROUND COVER PLANTING
5/L501
8.5
PLANT SPACING DETAIL
6/L501
8.6
SOD
RE: SPECS
8.7
WOOD MULCH
RE: SPECS
8.8
MINERAL MULCH
RE: SPECS
4/L501
NOTE:
1. THIS SHEET IS ISSUED FOR CONSTRUCTION,
ONLY IN REGARDS TO LANDSCAPE GRADING.
ALL OTHER ELEMENTS SHOWN ARE FOR
INFORMATION ONLY AND WILL BE ISSUED WITH
BID PACK #3.
4
58
LEED BOUNDARY
57
56
GRADING NOTES:
1. GRADES SHOWN ON DRAWINGS
REPRESENT FINISH SURFACE GRADES ONLY.
THE CONTRACTOR IS RESPONSIBLE FOR
ESTABLISHING THE NECESSARY SUBSURFACE
GRADES AS DEPICTED IN THE
CONSTRUCTION DETAILS INCLUDING
SUBSURFACE GRADES IN MULCHED BEDS.
56
See Pre Planting
Note for total soil
depth, sheet L000
3.
AMEND IN PLACE PER THE SPECIFIED
RATES, THE PLACED TOPSOIL WITH CLASS 1
COMPOST , PRODUCT #2-100 AS SUPPLIED
BY FRONT RANGE MATERIALS OR APPROVED
EQUAL.
4.
ADD FERTILIZER AMENDMENTS PER
SPECIFICATION.
4001 DISCOVERY DRIVE, BOULDER, COLORADO 80303-7817
EXISTING TOPSOIL AND REPLACE IT WITH
SCREENED TOPSOIL PRODUCT # 16-610 AS
PROVIDED BY FRONT RANGE MATERIALS OR
APPROVED EQUAL. SUBMIT PRODUCT
INFORMATION FOR ARCHITECT APPROVAL.
55
54
53
52
A PROJECT FOR:
2.
15028-000-00
57
57
10/09/13
58
1
4
LEED BOUNDARY
BID PACKAGE #1 DRILLED PIERS
& GRADING
11/12/13
ASI #1: VOID
01/16/14
ASI #4: FOR CONSTRUCTION
10/06/2015 ASI 178
7/25/16 2016 Bid Notes RR
L200
Scale: 1" = 20'
0
5
10
15
20
40
201 Broadway
Denver, Colorado 80203
t 303.893.1990
f 303.893.2204
www.klipparch.com
KEYNOTES
0.0
51.48
51.40
50.00
51.67
55
54
4:1
53
4:1
EXISTING CONDITIONS
TC
FS
BRG
TC
52
51.17 FL
50.00 BRG
52.00 FS
51
50
55.00 TOS
1.0
55.00 TOS
3.0
53.85 TLF
5%
1.5%
53
R
3%
54
58.25
STORM SEWER, RE: CIVIL
5.0
%
5.2
57
55.05 TLF
58
7.0
58.25
58
4.8%
58.81 TW
2%
ASI#178
.75
57
57.5
INV
1%
57.62 HP
58.50 TLF
57.5
INV
58.25
1%
1%
1.5%
2%
56.25
58.81 TW
58.50 TLF
58.25
1%
1
T
56.84
2%
2%
ASI#178.1
2%
-
0.5
EXISTING STREET LIGHT POLE
-
0.6
EXISTING ASPHALT PAVING
-
0.7
EXISTING CURB & GUTTER
-
0.8
EXISTING WALK
-
0.9
-
0.10
EXISTING LAWN
EXISTING TREE(S)
0.11
EXISTING BOLLARD LIGHT
-
C O P Y R I G H T 2 0 13
No part of the contents of this document
may be reproduced or transmitted in
any
form or by any means without the
written permission of gkkworks.
-
6" CONC. PAVING
6" CONC. PAVING w/ LIGHT EXPOSED
AGGREGATE FINISH (ADD ALTERNATE #S.1)
1/L300
1.3
CRUSHER FINES
13/L300
1.4
12" WIDE CONC PAVING BAND
3/L300
1/L300
2.1
SEALED EXPANSION JOINT
2/L300
2.2
TOOLED CONTROL JOINT
2/L300
2.3
SAW CUT CONTROL JOINT
2/L300
3.1
STEEL EDGER
3/L501
3.2
PLANTER CURB
2/L302
3.3
CURB & GUTTER
RE:CIVIL
4.1
TYPICAL CONCRETE STAIR
8A/L300
4.2
C.I.P. CONCRETE SEAT WALL
9/L300
4.3
2/L301
4.4
CONCRETE RETAINING WALL
CONCRETE WALL @ RAIN GARDEN
10/L300
4.5
TYPICAL HANDRAIL
8B/L300
4.6
CIP SEATWALL EXPANSION JOINT
4/L300
4.7
CIP CONC SITEWALL EXPANSION JOINT
15/L300
4.8
CIP CONC SITEWALL CONTROL JOINT
14/L300
5.1
FIXED TABLE/CHAIRS
5.2
5.3
CONCRETE BENCH
MOVABLE TABLE/CHAIRS
5.4
TRASH/RECYCLING RECEPTACLE
5.5
DETECTABLE WARNING STRIP
5.6
RECYCLING RECEPTACLE
RE: SPECS
5.7
BIKE RACK
RE: SPECS
RE: SPECS
11/L300
RE: SPECS
RE: SPECS
RE: CIVIL
6.1
PEDESTRIAN LIGHT
10/L300
6.2
ELECTRICAL OUTLET
RE: ELEC
6.3
STREET LIGHT
RE: ELEC
7.1
DRAIN INLET
RE: CIVIL
7.2
NOT USED
7.3
MULTIFLOW DRAIN
RE: CIVIL
8.1
DECIDUOUS TREE IN PLANTING AREA
1/L501
8.2
2/L501
8.3
EVERGREEN TREE
SHRUB PLANTING (ADD ALTERNATE #S.4)
8.4
PERENNIAL/GROUND COVER PLANTING
5/L501
8.5
PLANT SPACING DETAIL
6/L501
8.6
SOD
RE: SPECS
8.7
WOOD MULCH
RE: SPECS
8.8
MINERAL MULCH
RE: SPECS
4/L501
1. THIS SHEET IS ISSUED FOR CONSTRUCTION,
ONLY IN REGARDS TO LANDSCAPE GRADING.
ALL OTHER ELEMENTS SHOWN ARE FOR
INFORMATION ONLY AND WILL BE ISSUED WITH
BID PACK #3.
R
7.1
2%
EXISTING PEDESTRIAN LIGHT POLE
NOTE:
R
56.53
0.4
PLANTING
2%
8.0
58.28 TLF
57.75
-
DRAINAGE
58.24 TLF
58
EXISTING SIGN
LIGHTING/ELECTRICAL
6.0
58.01 FS
58.12 FS
0.3
SITE FURNISHINGS & SIGNAGE
56
3%
-
STAIRS, WALLS & RAILINGS
4.0
55.52 TS
54.02 BS
57.76 TLF
EXISTING MANHOLE
CURBS & EDGERS
5%
R
0.2
JOINTING
4:1
2.0
T
-
1.2
51.00 FS
50.00 BRG
5%
EXISTING UTILITY
1.1
1.5%
57.20 FS
57.41 FS
0.1
PAVING
52.03 FS
4:1
DTL./SHT.#
56.5
57.31
56.75
57.15
57.25
57.5
2%
58.25
2%
2%
GRADING NOTES:
1. GRADES SHOWN ON DRAWINGS
REPRESENT FINISH SURFACE GRADES ONLY.
THE CONTRACTOR IS RESPONSIBLE FOR
ESTABLISHING THE NECESSARY SUBSURFACE
GRADES AS DEPICTED IN THE
CONSTRUCTION DETAILS INCLUDING
SUBSURFACE GRADES IN MULCHED BEDS.
56.71
2%
57
55.50 TLF
54.50 BRG
2.
BUILDING FFE = 58.34
2%
3.
AMEND IN PLACE PER THE SPECIFIED
RATES, THE PLACED TOPSOIL WITH CLASS 1
COMPOST , PRODUCT #2-100 AS SUPPLIED
BY FRONT RANGE MATERIALS OR APPROVED
EQUAL.
4.
ADD FERTILIZER AMENDMENTS PER
SPECIFICATION.
55
56.76 TLF
1.5%
58.25
55.25
58.25
57.75
58
EXISTING TOPSOIL AND REPLACE IT WITH
SCREENED TOPSOIL PRODUCT # 16-610 AS
PROVIDED BY FRONT RANGE MATERIALS OR
APPROVED EQUAL. SUBMIT PRODUCT
INFORMATION FOR ARCHITECT APPROVAL.
55.50
54.50 BRG
2%
ASI#178
56.25
LINE L
MATCH
202
4
2%
56.50 BS
58.09 TB
ASI#178
1%
2%
15028-000-00
58.00
FS
57.35 FS
ASI#183
FORMED FLOWLINE
1.5%
58
10/09/13
2%
58.12 TW
Extend 1 1/4"
below grade
conduit into SEEL
electrical room.
58.12 TW
58
58.12 TW
57.25
57.5
58.12 TW
1%
58.55 TLF
57
56.35 FS
WEIR ELEV. 57.30 FS
56.5
56.75
58
R
REFER TO CIVIL DRAWINGS FOR
ROAD GRADING, TYP.
2%
R
56.50 TLF
58.59 TLF
58.25
T
56
58.09 TS
A PROJECT FOR:
54.50 BRG
2.7%
Replace rain
garden drain piping
per specs (typ).
4001 DISCOVERY DRIVE, BOULDER, COLORADO 80303-7817
55.75
BUILDING FFE = 58.34
1
4
57.84
58.34 TW
58.25
11/12/13
01/16/14
09/12/14
10.06.15
10.15.15
11.10.15
BID PACKAGE #1 DRILLED PIERS
& GRADING
ASI #1: VOID
ASI #4: FOR CONSTRUCTION
ASI #88
ASI#178
ASI#183
ASI#178.1
7/25/2016 Bid Notes RR
BUILDING FFE = 58.34
2.7%
57.00 TLF
MATCHLINE L202
L201
Scale: 1" = 10'
0
5
10
20
201 Broadway
Denver, Colorado 80203
t 303.893.1990
f 303.893.2204
www.klipparch.com
KEYNOTES
56
LINE
MATCH
L201
0.0
BUILDING FFE = 58.34
R
R
T
2%
58.34 TW
1.0
EXISTING CONDITIONS
0.1
EXISTING UTILITY
-
0.2
EXISTING MANHOLE
-
0.3
EXISTING SIGN
-
0.4
EXISTING PEDESTRIAN LIGHT POLE
-
0.5
EXISTING STREET LIGHT POLE
-
0.6
EXISTING ASPHALT PAVING
-
0.7
EXISTING CURB & GUTTER
-
0.8
EXISTING WALK
-
0.9
-
0.10
EXISTING LAWN
EXISTING TREE(S)
0.11
EXISTING BOLLARD LIGHT
-
57
2%
2.0
58
58.24 HP
58.24 HP
3.0
57.39 TS
58.50 TW
2%
2%
4.0
1.4%
57.50
57.75
58
2%
MATCHLINE L201
MATCHLINE L201
2%
5.0
56.75
57.39 TS
58.34 TW
57.46 FS
2.7%
2%
R
R
T
1.5%
58.45 TLF
58.02 TLF
57
57.50
57.25
57
1/L300
1.3
CRUSHER FINES
13/L300
1.4
12" WIDE CONC PAVING BAND
3/L300
8.0
2%
56.75
56
57.75
56.75 TLF
55.75
JOINTING
2.1
SEALED EXPANSION JOINT
2/L300
2.2
TOOLED CONTROL JOINT
2/L300
2.3
SAW CUT CONTROL JOINT
2/L300
CURBS & EDGERS
3.1
STEEL EDGER
3/L501
3.2
PLANTER CURB
2/L302
3.3
CURB & GUTTER
RE:CIVIL
STAIRS, WALLS & RAILINGS
4.1
TYPICAL CONCRETE STAIR
8A/L300
4.2
C.I.P. CONCRETE SEAT WALL
9/L300
4.3
2/L301
4.4
CONCRETE RETAINING WALL
CONCRETE WALL @ RAIN GARDEN
10/L300
4.5
TYPICAL HANDRAIL
8B/L300
4.6
CIP SEATWALL EXPANSION JOINT
4/L300
4.7
CIP CONC SITEWALL EXPANSION JOINT
15/L300
4.8
CIP CONC SITEWALL CONTROL JOINT
14/L300
SITE FURNISHINGS & SIGNAGE
5.1
FIXED TABLE/CHAIRS
5.2
5.3
CONCRETE BENCH
MOVABLE TABLE/CHAIRS
5.4
TRASH/RECYCLING RECEPTACLE
5.5
DETECTABLE WARNING STRIP
5.6
RECYCLING RECEPTACLE
RE: SPECS
5.7
BIKE RACK
RE: SPECS
RE: SPECS
11/L300
RE: SPECS
RE: SPECS
RE: CIVIL
LIGHTING/ELECTRICAL
6.1
PEDESTRIAN LIGHT
10/L300
6.2
ELECTRICAL OUTLET
RE: ELEC
6.3
STREET LIGHT
RE: ELEC
7.1
DRAIN INLET
RE: CIVIL
7.2
NOT USED
7.3
MULTIFLOW DRAIN
DRAINAGE
RE: CIVIL
PLANTING
8.1
DECIDUOUS TREE IN PLANTING AREA
1/L501
8.2
2/L501
8.3
EVERGREEN TREE
SHRUB PLANTING (ADD ALTERNATE #S.4)
8.4
PERENNIAL/GROUND COVER PLANTING
5/L501
8.5
PLANT SPACING DETAIL
6/L501
8.6
SOD
RE: SPECS
8.7
WOOD MULCH
RE: SPECS
8.8
MINERAL MULCH
RE: SPECS
4/L501
2.7%
58.63 TLF
56
2%
57
58
NOTE:
56
2%
56.50 TLF
58
57.83 TW
57.83 TS
4:1
55.80 BS
57.83 TS
57.83 TW
1. THIS SHEET IS ISSUED FOR CONSTRUCTION,
ONLY IN REGARDS TO LANDSCAPE GRADING.
ALL OTHER ELEMENTS SHOWN ARE FOR
INFORMATION ONLY AND WILL BE ISSUED WITH
BID PACK #3.
7:1
57.50
57
55
7:1
57.25
57.63 TLF
55.00 TOS
56
STORM SEWER, RE: CIVIL
56
57
55
56.75
56.50
2.
4:1
4.3%
54
GRADING NOTES:
1. GRADES SHOWN ON DRAWINGS
REPRESENT FINISH SURFACE GRADES ONLY.
THE CONTRACTOR IS RESPONSIBLE FOR
ESTABLISHING THE NECESSARY SUBSURFACE
GRADES AS DEPICTED IN THE
CONSTRUCTION DETAILS INCLUDING
SUBSURFACE GRADES IN MULCHED BEDS.
53
EXISTING TOPSOIL AND REPLACE IT WITH
SCREENED TOPSOIL PRODUCT # 16-610 AS
PROVIDED BY FRONT RANGE MATERIALS OR
APPROVED EQUAL. SUBMIT PRODUCT
INFORMATION FOR ARCHITECT APPROVAL.
54
52
2.1
%
53.83 TLF
3.
AMEND IN PLACE PER THE SPECIFIED
RATES, THE PLACED TOPSOIL WITH CLASS 1
COMPOST , PRODUCT #2-100 AS SUPPLIED
BY FRONT RANGE MATERIALS OR APPROVED
EQUAL.
4.
ADD FERTILIZER AMENDMENTS PER
SPECIFICATION.
56.25
4:1
55.74 TLF
56
55
54
56
56.50
1.5%
56.25
52.00 BRG
51.00 FG
53.14 FL
SIDEWALK CHASE, RE: CIVIL
52.00 BRG
1.5%
57
56.75
57.25
56.00 BRG
56.50 TC
A PROJECT FOR:
2.3%
5
56.2
55.50
56.50
BUILDING FFE = 58.34
1/L300
4001 DISCOVERY DRIVE, BOULDER, COLORADO 80303-7817
2.3%
7.0
57.25
58
57.75
57.50
6.0
No part of the contents of this document
may be reproduced or transmitted in
any
form or by any means without the
written permission of gkkworks.
-
6" CONC. PAVING
6" CONC. PAVING w/ LIGHT EXPOSED
AGGREGATE FINISH (ADD ALTERNATE #S.1)
1.2
58
2%
56.55 TLF
C O P Y R I G H T 2 0 13
PAVING
1.1
SANITARY SEWER, RE: CIVIL
DTL./SHT.#
15028-000-00
4:1
57
1
56
4
10/09/13
BID PACKAGE #1 DRILLED PIERS
& GRADING
11/12/13
01/16/14
09/12/14
10/06/15
ASI #1: VOID
ASI #4: FOR CONSTRUCTION
ASI #88
ASI #178
7/25/2016 Bid Notes RR
57
58
56.00 BRG
L202
Scale: 1" = 10'
0
5
10
20
201 Broadway
Denver, Colorado 80203
3/4 "
3/8"
t 303.893.1990
f 303.893.2204
www.klipparch.com
SPACING: 64' O.C. MAX
BUILDING FACE, COLUMN, WALL,
STAIR, OR OTHER FIXED STRUCTURE
3/8" CHAMFER ALONG ALL VERTICAL
AND TOP SURFACE JOINT FACES
EXPANSION JOINT, 14" WIDTH, 14"
RADIUS AT EDGES. USE PREFORMED
JOINT-FILLER STRIPS FULL WIDTH
AND DEPTH OF JOINT. ALLOW 12" AT
TOP FOR SPECIFIED SEALANT. SEAL
ALL EXPANSION JOINTS
CONCRETE PAVING W/ FIBERMESH
REINFORCEMENT, RE: SPECS
1.5" PRECOMPRESSED SEALANT TO
BE COMPRESSED DOWN TO 15% OF
ORIGINAL VOLUME WHEN INSTALLED
SAWN JOINT, 14" WIDTH, 14" MIN.
SLAB DEPTH. RE: LAYOUT PLAN FOR
LOCATION OF SAWN JOINTS
LIGHT BROOM FINISH UNLESS
OTHERWISE NOTED IN PLANS
KEYNOTES
0.0
TYPE 1 SEALANT AT ALL EXPOSED
SURFACES. PROVIDE BOND BREAKER
TAPE BETWEEN SEALANTS
1"
2"
1/2" EXPANSION JOINT FIBERBOARD,
RECESSED TO WITHIN 1" OF WALL
FACE
COMPACTED SUBGRADE
3
4"
DIAMETER, 1'-6" LONG SMOOTH
DOWEL AT 12" O.C. VERTICALLY.
ANCHOR ONE END, SPEED DOWELL
ON OTHER END TO ALLOW FOR
MOVEMENT. (TYP)
3
GREASE AND PAINT THIS HALF OF
DOWEL TO ALLOW FOR MOVEMENT
(TYP)
3/4" = 1'
CONC PAVING BAND
1.0
(3) #5 x CONT. HORIZONTAL
1.4
TW - 58.12
TW - 58.12
4"
1 1/2" = 1'
TYP CONC PAVING
2
0.3
EXISTING SIGN
-
0.4
EXISTING PEDESTRIAN LIGHT POLE
-
0.5
EXISTING STREET LIGHT POLE
-
0.6
EXISTING ASPHALT PAVING
-
0.7
EXISTING CURB & GUTTER
-
0.8
EXISTING WALK
-
0.9
-
0.10
EXISTING LAWN
EXISTING TREE(S)
0.11
EXISTING BOLLARD LIGHT
-
PAVING
#5 @ 12" OC
#4 @ 12" OC
MIN.=10'-5"
MAX.=11'-6"
10"
4'-0"
8"
2.0
1 1/2" = 1'-0"
CIP SEATWALL EXPANSION JOINT
3.0
10"
1/2" CHAMFER ON ALL EXPOSED
EDGES
CIP CONCRETE RUNNEL, FINISH:
SMOOTH
PLANTING SOIL, RE: SPECS
B.
COMPACTED SUBGRADE
5.0
(2) #5 X CONT.
CONC BEYOND
CIP CONC; 1/2" CHAMFER ALL
EXPOSED EDGES
2-3" OF BLACK GRANITE-1.5"
[PIONEER SAND], SUBMIT SAMPLE
FOR APPROVAL BY LANDSCAPE
ARCHITECT
1.4
(2)
X CONT.
#5 #5
AT 1'-0"
EACH WAY
(3) #5 x CONT. HORIZONTAL
TW - 58.12
TW - 58.12
4"
4"
2"
6.0
#5 AT 1'-0" EACH WAY
6"
6"
3" CLEAR
MATCH WIDTH
OF LAMBS TONGUE
CONDITION AND FINISH GRADE
VARIES, RE: PLAN
(3) #5 x CONT. HORIZONTAL
3" CLEAR
1 1/2" CLEAR
7.0
#5 AT 1'-0" EACH WAY
8.0
PLANTING SOIL, RE: SPECS
COMPACTED SUBGRADE
#5 AT 1'-0" EACH WAY
10"
10"
4'-0"
4'-0"
4'-2"
10"
5'-8"
(2) #5 X CONT.
A.
CIP CONCRETE FOOTING
RAIN GARDEN, RE: DTL: 7/L502
@ 12" OC
(15) #5 BARS
COMPACTED SUBGRADE
1/L300
JOINTING
ASI#178
5'-8"
7"
1/L300
3/L300
2.1 SEALED EXPANSION JOINT
1'-0"
6" CONC. PAVING
6" CONC. PAVING w/ LIGHT EXPOSED
AGGREGATE FINISH (ADD ALTERNATE #S.1)
12" WIDE CONC PAVING BAND
6" #5 STEEL DOWEL SECURING
RUNNEL BEYOND, (2) PER
RUNNEL/WALL CONNECTION
#5 AT 1'-0" EACH WAY
4"
-
1.4
1.2 6" CONC. PAVING
2.1
SEALED EXPANSION JOINT
2/L300
2.2
TOOLED CONTROL JOINT
2/L300
2.3
SAW CUT CONTROL JOINT
2/L300
CURBS & EDGERS
3.1
STEEL EDGER
3/L501
3.2
PLANTER CURB
2/L302
3.3
CURB & GUTTER
RE:CIVIL
STAIRS, WALLS & RAILINGS
4.1
TYPICAL CONCRETE STAIR
8A/L300
4.2
C.I.P. CONCRETE SEAT WALL
9/L300
4.3
2/L301
4.4
CONCRETE RETAINING WALL
CONCRETE WALL @ RAIN GARDEN
10/L300
4.5
TYPICAL HANDRAIL
8B/L300
4.6
CIP SEATWALL EXPANSION JOINT
4/L300
4.7
CIP CONC SITEWALL EXPANSION JOINT
15/L300
4.8
CIP CONC SITEWALL CONTROL JOINT
14/L300
SITE FURNISHINGS & SIGNAGE
5.1
FIXED TABLE/CHAIRS
5.2
5.3
CONCRETE BENCH
MOVABLE TABLE/CHAIRS
5.4
TRASH/RECYCLING RECEPTACLE
5.5
DETECTABLE WARNING STRIP
5.6
RECYCLING RECEPTACLE
RE: SPECS
5.7
BIKE RACK
RE: SPECS
RE: SPECS
11/L300
RE: SPECS
RE: SPECS
RE: CIVIL
LIGHTING/ELECTRICAL
6.1
PEDESTRIAN LIGHT
10/L300
6.2
ELECTRICAL OUTLET
RE: ELEC
6.3
STREET LIGHT
RE: ELEC
7.1
DRAIN INLET
RE: CIVIL
7.2
NOT USED
7.3
MULTIFLOW DRAIN
DRAINAGE
RE: CIVIL
PLANTING
8.1
DECIDUOUS TREE IN PLANTING AREA
1/L501
8.2
2/L501
8.3
EVERGREEN TREE
SHRUB PLANTING (ADD ALTERNATE #S.4)
8.4
PERENNIAL/GROUND COVER PLANTING
5/L501
8.5
PLANT SPACING DETAIL
6/L501
8.6
SOD
RE: SPECS
8.7
WOOD MULCH
RE: SPECS
8.8
MINERAL MULCH
RE: SPECS
4/L501
ASI#183
ASI#183
CIP CONCRETE FOOTING
NOTE: 3" CLEAR FOR ALL REBAR UNLESS
NOTED OTHERWISE
5
-
13/L300
4
#4 HOOK WITH 1'9" VERTICAL, 8"
HORIZONTAL @ 12" OC. IF WALL IS IN
PLACE, DRILL AND EPOXY HOOKED
DOWEL WITH 6" DEEP EMBEDMENT IN
EXISTING WALL
#4 HOOK,1'9" VERTICAL, 8"
HORIZONTAL @ 12" OC
#4
EXISTING MANHOLE
CRUSHER FINES
4.0
CIP CONCRETE BRIDGE
FINISH: LIGHT EXPOSED AGGREGATE
1'-8"
0.2
1.3
STEEL STAIR RAILING, RE: DTL 4D/L302
1'-3"
-
CIP CONCRETE RUNNEL BEYOND, RE:
DTL12/L300
COMPACTED SUBGRADE
1'-3"
EXISTING UTILITY
1.2
1 1/2" = 1'
CONCRETE JOINTS
CIP CONCRETE STAIRS
FINISH: LIGHT EXPOSED AGGREGATE
0.1
CIP CONC; 1/2" CHAMFER ALL
EXPOSED EDGES
(3) #5 x CONT. HORIZONTAL
1
EXISTING CONDITIONS
1.1
4" CONCRETE PAVEMENT
DTL./SHT.#
1" = 1'
RAIN GARDEN BRIDGE
6
3/4" = 1'
WATER QUALITY TROUGH
7
1" = 1'-0"
CIP CONCRETE RUNNEL
EXPANSION
JOINT
CIP CONCRETE WALL, SMOOTH
FINISH
1/2"
3/8"
3/8" CHAMFER
ALONG ALL
VERTICAL AND TOP
SURFACE JOINT
FACES
1.2
1'-0"
NOTES:
1. PROVIDE EXPANSION JOINTS, 4/L300, WHERE INDICATED ON PLAN
2. PROVIDE BLOCKOUT FOR SCUPPER, 1'-0" x 4" x WIDTH OF WALL, WHERE INDICATED
ON PLAN, PROVIDE POSITIVE DRAINAGE AWAY FROM WALK
6"
1.2
(1)#5 x CONT.
SKATE DETERRANT BEYOND, RE: DTL 4/L301
CHAMFER
1
2",
1/2" JOINT FILLER FOR
VERTICAL AND TOP
SURFACES-SEAL JOINT
TO WITHIN 1/2" OF
WALL FACE
3' #5 @ 1.5' OC
TYP BOTH SIDES
#4's @ 12" OC, BOTH SIDES, TYP
(2) #5 X CONT.
1/2" EXPANSION JOINT
FIBERBOARD, RECESSED
TO WITHIN 1" OF WALL
FACE
2'-0"
3" CLEAR TYP
58.81 (RE: GRADING PLAN)
#4 AT 1'-0"
DAMP PROOF
(2)
X CONT.
#5 #5
AT 1'-0"
EACH WAY
SET EMBEDMENT OF
SEATWALL BELOW
GRADE EQUAL TO
HEIGHT OF GRADE
DIFFERENCE
EMBED #6 SMOOTH
DOWEL, 18" LONG @ 18"
O.C. VERT. ANCHOR ONE
END, GREASE OTHER END
TO ALLOW FOR MOVEMENT
ASI#178
15
#5 AT 1'-0" EACH WAY
CIP CONC SITEWALL EXPANSION JOINT
1-1/2" = 1'-0"
1.1
6"
1/2"
1 1/2" CLEAR
2.1
3/8"
54.56 (RE: GRADING PLAN)
3/8"
COMPACTED SUBGRADE
CHAMFER ALONG ALL VERTICAL AND
TOP SURFACE JOINT FACES
COMPACTED ROAD BASE
3/4"
CONTROL
JOINT
(2) #5 X CONT.
1'-0"
1'-0"
1'-0"
C.I.P. CONC. STRUCTURE
2'-0"
NOTE:
ALIGN WALL JOINTS WITH PLAZA
JOINTS, PERPENDICULAR TO BUILDING,
AS INDICATED ON PLAN
COMPACTED SUBGRADE
ASI#178.1
CIP CONCRETE FOOTING
STAINLESS STEEL STAIR RAILING, RE: DTL.
8B/L300
ASI#178
ASI#178
1-1/2" DIA. STAINLESS STEEL
ASI#178
ONE TREAD LENGTH
1
4"
9
3/4" = 1'-0"
CIP SEAT WALL
10
1" = 1'-0"
CONCRETE WALL @ RAIN GARDEN
14
CIP CONC SITEWALL CONTROL JOINT
1-1/2" = 1'-0"
3" x 3" x ROUND STAINLESS STEEL
ESCUTCHEON PLATE. FIELD WELD TO
POSTS
1'-3"
1.1 1.2
SKATE DETERRANT BEYOND, RE: DTL,
4, L301
1
2" CHAMFER, TYP BOTH SIDES
CORE DRILL CONCRETE, PLACE RAIL
POST, INSTALL W/ NON SHRINK
GROUT. FILL WITH SEALANT OVER
GROUT
2%
2%
3" CLEAR TYP
2'-6"
COMPACTED SUBGRADE
#4 REBAR @ 12" EACH WAY
1/8"
LIGHT POLE, RE:ELEC
15028-000-00
POLE RE:ELEC., SPECS
CIP INTEGRAL COLORED
CONCRETE WALL WITH
SMOOTH FINISH
BASE COVER
AT PLANTING
2.1
TLF RE:PLANS
CONDITION VARIES
FINISHED
GRADE
WOOD MULCH
CLEAN CUT, SPADED EDGE BETWEEN
MATERIALS
4" CRUSHER FINES PATH, RE: SPECS
CP149773/W419448
3.1
AT SOD
4" CRUSHER FINE PATH, RE. SPECS
FABRIC, RETURN AT EDGE
3" MIN
NOTE:
1. FOR RISER AND TREAD NUMBERS AND
DIMENSIONS PLEASE REFER TO DTL 3/ L302.
2. FOR HANDRAIL DIMENSIONS PLEASE
REFER TO DTL 3/ L302.
3" CLEAR TYP
#4 TIES AT 4'-0"
B
4" CRUSHER FINES PATH. CONTRACTOR
TO SUBMIT SAMPLE TO LANDSCAPE
ARCHITECT AND RECEIVE APPROVAL
PRIOR TO BULK DELIVERY. RE. SPECS
ANCHOR BOLTS, SIZE AND
PLACEMENT BY MANUFACTURER.
EXTEND UP THROUGH PAVEMENT.
PROVIDE DOUBLE-NUT SYSTEM FOR
LEVELING AND SECURING, RE:ELEC.
HANDRAIL SECTION
1" = 1'
NON-DEGRADABLE GEOTEXTILE
FABRIC, RE. SPECS
COMPACTED SUBGRADE
ADD ALTERNATE S.6
REFER TO LANDSCAPE LAYOUT AND
GRADING PLANS FOR LIGHT POLE
LOCATION AND ELEVATIONS.
ASI#38
TYP STAIR & HANDRAIL
ASI #38
ASI #178
ASI #183
ASI #178.1
COMPACTED SUBGRADE
1'-0"
8
05.16.14
10.06.15
10.15.15
11.10.15
(4) #5 REBAR HORIZ. CONT. TOP AND BOTTOM
#4 REBAR @ 12" EACH WAY
STAIR SECTION
3/4" = 1'
BID PACKAGE #3
ADDENDUM #01
CONCRETE FOOTING,
RE:ELEC
2. MIN. 221 " COVER OVER ALL STEEL
A
02.03.14
02.21.14
11
CONCRETE BENCH
3/4" = 1'-0"
12
LIGHTPOLE FOOTING
L300
1" = 1'
13
CRUSHER FINES
3/4" = 1'
201 Broadway
Denver, Colorado 80203
ADD#1
t 303.893.1990
f 303.893.2204
www.klipparch.com
EXPOSED SS FIN
EXPOSED SANDBLASTED SS CAP
SANDSTONE TABLE TOP
E
-
STEEL TABLE TOP
SUPPORT BELOW
12" THICK CIP CONC PAD UNDER
BENCH
12" THICK CIP CONC PAD UNDER
BENCH
SEAT ABOVE
SEAT ABOVE
1/2" STEEL PLATE SEAT
SUPPORT
1/2" STEEL PLATE SEAT
SUPPORT
FLUSH MOUNT SS PIN
FLUSH MOUNT SS PIN
1/2" PLATE STEEL LEG
1/2" PLATE STEEL LEG
3"
1
3 "
2
1'-0"
1'-0"
1
3 "
2
2'-0"
5'-0"
5'-0"
2'-1"
8'-0"
11"
5'-0"
2'-1"
8'-0"
11"
4'-11"
2'-11"
5'-0"
3'-0"
5'-8"
3'-8"
KEYNOTES
0.0
1'-0"
8'-0"
24'-0"
26'-0"
PLAN
3/4" = 1'
A
C
BENCH PLANS
3/4" = 1'
1.0
EXISTING CONDITIONS
0.1
EXISTING UTILITY
-
0.2
EXISTING MANHOLE
-
0.3
EXISTING SIGN
-
0.4
EXISTING PEDESTRIAN LIGHT POLE
-
0.5
EXISTING STREET LIGHT POLE
-
0.6
EXISTING ASPHALT PAVING
-
0.7
EXISTING CURB & GUTTER
-
0.8
EXISTING WALK
-
0.9
-
0.10
EXISTING LAWN
EXISTING TREE(S)
0.11
EXISTING BOLLARD LIGHT
-
ADD ALTERNATE S.2
1/2" THICK CONTINUOUS SS
SUPPORT PLATE
POLISHED LIONS BUFF SANDSTONE
TABLE TOP GAUGED THICKNESS
1 1/2" SS CAP; CUT STONE
TO RECEIVE CAP
6" CONC. PAVING
6" CONC. PAVING w/ LIGHT EXPOSED
AGGREGATE FINISH (ADD ALTERNATE #S.1)
1/L300
1.3
CRUSHER FINES
13/L300
1
"
2
1.4
12" WIDE CONC PAVING BAND
3/L300
NEOPRENE RING
5
"
8
6"
NEOPRENE RING
2'-0"
6"
1" THREADED PIN
1/2" X 2' WIDE SS TABLE TOP SUPPORT
E
FIELD WELD BRACKET TO STEEL
TABLE TOP SUPPORT
SECTION
3/4" = 1'
6"
3.0
SS BOLT WELDED TO STEEL
BRACKET IN SHOP, CORE DRILL
AND GROUT
3"
POLISHED LIONS BUFF SANDSTONE
TABLE TOP GAUGED THICKNESS
D
3"
6"
1
4.0
SS BOLT WELDED TO STEEL
BRACKET IN SHOP, CORE DRILL
AND GROUT
1/2" X 2' WIDE SS SUPPORT PLATE
3'-0"
4" POLISHED LIONS BUFF SANDSTONE
TABLE TOP GAUGED THICKNESS
4" POLISHED LIONS BUFF SANDSTONE
TABLE TOP GAUGED THICKNESS
3"
5.0
1/2" STEEL PLATE SEAT
SUPPORT
C
CURBS & EDGERS
4.1
TYPICAL CONCRETE STAIR
8A/L300
4.2
C.I.P. CONCRETE SEAT WALL
9/L300
4.3
2/L301
4.4
CONCRETE RETAINING WALL
CONCRETE WALL @ RAIN GARDEN
10/L300
4.5
TYPICAL HANDRAIL
8B/L300
4.6
CIP SEATWALL EXPANSION JOINT
4/L300
4.7
CIP CONC SITEWALL EXPANSION JOINT
15/L300
4.8
CIP CONC SITEWALL CONTROL JOINT
14/L300
SITE FURNISHINGS & SIGNAGE
5.1
FIXED TABLE/CHAIRS
5.2
5.3
CONCRETE BENCH
MOVABLE TABLE/CHAIRS
5.4
TRASH/RECYCLING RECEPTACLE
RE: SPECS
11/L300
RE: SPECS
RE: SPECS
1/2" PLATE STEEL LEG
5.5
DETECTABLE WARNING STRIP
1/2" X 3" X 3" STEEL
BASE PLATE, SHOP
WELD; 2 PER LEG
1/2" X 3" X 3" STEEL
BASE PLATE, SHOP
WELD; 2 PER LEG
5.6
RECYCLING RECEPTACLE
RE: SPECS
5.7
BIKE RACK
RE: SPECS
ANCHOR, 1 PER BASE PLATE
ANCHOR, 1 PER BASE PLATE
4" DEEP CRUSHER FINES
4" DEEP CRUSHER FINES
#5 @ 12" OC EA WAY @ CL
OF SLAB
#5 @ 12" OC EA WAY @ CL
OF SLAB
4"
5"
12" THICK CIP CONC PAD
UNDER BENCH
6.0
7.0
12" THICK CIP CONC PAD
UNDER BENCH
3'-8"
#4 AT 12" OC EA WAY
AT CL OF WALL
COMPACTED SUBGRADE
8.0
#4 DOWELS @ 12" OC (3 MIN)
D
STAIRS, WALLS & RAILINGS
1/2" PLATE STEEL LEG
BENCH SECTION
3/4" = 1'
2016 Landscape Bid Notes:
1. Harvest table foundation is existing
2. 2016 base bid to include all sandstone and installation
- Verify existing conditions.
HARVEST TABLE
2/L300
RE:CIVIL
SECTION
3/4" = 1'
B
SAW CUT CONTROL JOINT
CURB & GUTTER
CIP CONC FOOTING
ADD#1
2.3
3.3
5'-8"
1'-6"
2/L300
2/L302
5"
6"
TOOLED CONTROL JOINT
PLANTER CURB
4"
6"
2.2
3.2
C
6"
2/L300
1/2" X 2' WIDE SS TABLE TOP SUPPORT
1/2" STEEL PLATE SEAT
SUPPORT
CONSTRUCTION JOINT
(2) #4 BARS
SEALED EXPANSION JOINT
3/L501
3"
8"
2.1
STEEL EDGER
5'-0"
3" CLEAR TYP
JOINTING
3.1
3/8" SS CUSTOM BRACKET, SHOP
WELD
CIP CONC SUPPORT WALL
1/L300
NEOPRENE RING
FIELD WELD BRACKET TO STEEL
TABLE TOP SUPPORT
3/8" SS CUSTOM BRACKET, SHOP
WELD
3"
2.0
1 1/2" SS CAP; CUT STONE
TO RECEIVE CAP
NEOPRENE RING
1" THREADED PIN
3"
1.2
POLISHED LIONS BUFF SANDSTONE
TABLE TOP
-
PAVING
1.1
POLISHED LIONS BUFF SANDSTONE
TABLE TOP
DTL./SHT.#
RE: CIVIL
LIGHTING/ELECTRICAL
6.1
PEDESTRIAN LIGHT
10/L300
6.2
ELECTRICAL OUTLET
RE: ELEC
6.3
STREET LIGHT
RE: ELEC
7.1
DRAIN INLET
RE: CIVIL
7.2
NOT USED
7.3
MULTIFLOW DRAIN
DRAINAGE
RE: CIVIL
PLANTING
8.1
DECIDUOUS TREE IN PLANTING AREA
1/L501
8.2
2/L501
8.3
EVERGREEN TREE
SHRUB PLANTING (ADD ALTERNATE #S.4)
8.4
PERENNIAL/GROUND COVER PLANTING
5/L501
8.5
PLANT SPACING DETAIL
6/L501
8.6
SOD
RE: SPECS
8.7
WOOD MULCH
RE: SPECS
8.8
MINERAL MULCH
RE: SPECS
4/L501
3/4"=1'-0"
ADD#1
ADD#1
CIP INTEGRAL COLORED CONCRETE
W/ SMOOTH FINISH, RE: SPECS.
#5 @ 12" OC EA WAY
1/2" CHAMFER ON ALL EXPOSED
EDGES
4.1
RIGID FOAM INSULATION
4.5
CIP COLORED CONCRETE WALL W/
SMOOTH FINISH, RE: SPECS.
1/2" CHAMFER ON ALL EXPOSED
EDGES
8"
2.1
1/8" PER FOOT
1.1
DAMP PROOFING, RE: SPEC SECTION
07 11 13
N=1246501.23
E=3073126.56
58.26 TW
3"
58.34 TW
AMENDED TOPSOIL, RE: SPECS
SKATE DETERRENT
1/8" R TYP ALL EDGES
TW - 58.34
R FOOT
1/8" PE
1"
#4 @ 12" OC
DAMP PROOF
#4 HORIZ @ 12" OC
1'-6" MAX
EA END
(5) #5 CONT HORIZ
B
-
#5 @ 12" OC
2 X 4 KEY JOINT CONTINUOUS
RE: PLANS
CIP CONC FOOTING
2 X 4 KEY JOINT, CONTINUOUS
R FOOT
1/8" PE
CIP CONCRETE FOOTING
(4) #5 @ CL OF FTG
#4 X 3'-6" @ 12" OC @
CL OF FTG
TF - 54.04
CIP CONC WALL
W/ SMOOTH
FINISH
#4 @ 12" OC
58.34 TW
N=1246495.26
E=3073127.60
15028-000-00
#5 @ 12" OC EA WAY @
CL OF SLAB
REVEAL/SKATE
DETERRENT,
RE: PLANS
58.26 TW
N=1246494.02
E=3073120.61
COMPACTED SUBGRADE
1'-0"
10"
8"
MIN=5'-9", MAX.=6'-0"
SEE DETAIL 3,-
8"
1'-0"
NOTES:
RE: PLANS FOR LOCATION
CORE DRILL (2) WEEPS THROUGH SLAB
1'-6"
1'-6"
A
ASI #178
PLAN
1/2" = 1'
CP149773/W419448
8"
COMPACTED SUBGRADE
1'-0"
3' -0" MAX
EQUALLY SPACE EACH WALL, RE: PLAN
1'-6" MAX
EA END
B
02.03.14
02.21.14
BID PACKAGE #3
ADDENDUM #01
05.02.14
10.06.15
ASI #27: PHASE II FOR CONSTRUCTION
ASI#178
7/25/2016 Bid Notes RR
SECTION
1" = 1'
L301
2
CIP CONCRETE RETAINING WALL
1"=1'-0"
3
CIP CONCRETE CHEEK WALL PLAN
4
SKATE DETERRENT DETAIL
3/4"=1'-0"
201 Broadway
Denver, Colorado 80203
t 303.893.1990
f 303.893.2204
www.klipparch.com
1.2
2.3 TYP.
PA
1/2" GALVANIZED PLATE STEEL WEIR
B
-
(8) 3" LONG STEEL DOWELS, CORE
DRILL CONCRETE AND SET WITH
NON-SHRINK GROUT
CIP CONCRETE TROUGH, RE: DTL
6/L300
B
-
KEYNOTES
0.0
4.5
4.1
1/2" CHAMFER, TYP BOTH SIDES
CIP CONCRETE CHEEK WALL
2.1 TYP.
PLANTING, RE: L501
NOTE:
FIELD VERIFY AND SUBMIT SHOP DRAWINGS
FOR STEEL WEIR
2.3 TYP.
1'-0"
A
FLUSH W/ TOP OF STAIR
PLAN
1"=1'-0"
1.0
0.1
EXISTING UTILITY
-
0.2
EXISTING MANHOLE
-
0.3
EXISTING SIGN
-
0.4
EXISTING PEDESTRIAN LIGHT POLE
-
0.5
EXISTING STREET LIGHT POLE
-
0.6
EXISTING ASPHALT PAVING
-
0.7
EXISTING CURB & GUTTER
-
0.8
EXISTING WALK
-
0.9
-
0.10
EXISTING LAWN
EXISTING TREE(S)
0.11
EXISTING BOLLARD LIGHT
-
PLAN
1/2"=1'-0"
(2) #5 x CONT.
#5 AT 1'-0" EACH WAY
3.0
(2) #5 x CONT.
#5 AT 1'-0" EACH WAY
COMPACTED SUBGRADE
CIP CONCRETE TROUGH BEYOND, RE:
DTL 6/L300
6'-0"
C
-
1/2" GALVANIZED PLATE STEEL WEIR,
SEE PLAN ABOVE FOR SHAPE
B
4.0
DRILL CONCRETE AND EPOXY SET
SECTION
1"=1'-0"
8"
10"
1.5" CLEAR
3" CLEAR TYP
1'-0"
5.0
2'-0"
4'-0"
3"
1"
3"
PLANTING AREA, ALIGN TOP OF
ORGANIC MULCH WITH TOP OF CURB
NOTE: TYPICAL BOTH SIDES OF STAIRS
MIN 2 1/2" COVER ON ALL STEEL
CIP INTEGRAL COLORED CONCRETE,
RE: SPECS. FINISH: SMOOTH
6.0
6" CONC. PAVING
6" CONC. PAVING w/ LIGHT EXPOSED
AGGREGATE FINISH (ADD ALTERNATE #S.1)
1/L300
1.3
CRUSHER FINES
13/L300
1.4
12" WIDE CONC PAVING BAND
3/L300
1"=1'-0"
2
JOINTING
2.1
SEALED EXPANSION JOINT
2/L300
2.2
TOOLED CONTROL JOINT
2/L300
2.3
SAW CUT CONTROL JOINT
2/L300
CURBS & EDGERS
3.1
STEEL EDGER
3/L501
3.2
PLANTER CURB
2/L302
3.3
CURB & GUTTER
RE:CIVIL
STAIRS, WALLS & RAILINGS
4.1
TYPICAL CONCRETE STAIR
8A/L300
4.2
C.I.P. CONCRETE SEAT WALL
9/L300
4.3
2/L301
4.4
CONCRETE RETAINING WALL
CONCRETE WALL @ RAIN GARDEN
10/L300
4.5
TYPICAL HANDRAIL
8B/L300
4.6
CIP SEATWALL EXPANSION JOINT
4/L300
4.7
CIP CONC SITEWALL EXPANSION JOINT
15/L300
4.8
CIP CONC SITEWALL CONTROL JOINT
14/L300
SITE FURNISHINGS & SIGNAGE
5.1
FIXED TABLE/CHAIRS
5.2
5.3
CONCRETE BENCH
MOVABLE TABLE/CHAIRS
5.4
TRASH/RECYCLING RECEPTACLE
5.5
DETECTABLE WARNING STRIP
5.6
RECYCLING RECEPTACLE
RE: SPECS
5.7
BIKE RACK
RE: SPECS
RE: SPECS
11/L300
RE: SPECS
RE: SPECS
RE: CIVIL
LIGHTING/ELECTRICAL
PEDESTRIAN LIGHT
10/L300
1/4" RADIUS @ EXPOSED EDGES
6.2
ELECTRICAL OUTLET
RE: ELEC
PLANTING SOIL MIX, RE: SPECS
6.3
STREET LIGHT
RE: ELEC
RE: CIVIL
7.0
DRAINAGE
(2) #4 BARS HORIZONTAL CONT.2.5"
MIN. COVER OVER ALL STEEL
7.1
DRAIN INLET
7.2
NOT USED
COMPACTED SUBGRADE
7.3
MULTIFLOW DRAIN
6"
CIP CONCRETE CHEEK WALL
1/L300
6.1
2.1
C
-
PAVING
1.2
2.0
1
EXISTING CONDITIONS
1.1
A
DTL./SHT.#
B
SECTION
8.0
3"=1'-0"
CURB SECTION
1-1/2"=1'-0"
3
CIP CONCRETE PLANTER CURB
RE: CIVIL
PLANTING
8.1
DECIDUOUS TREE IN PLANTING AREA
1/L501
8.2
2/L501
8.3
EVERGREEN TREE
SHRUB PLANTING (ADD ALTERNATE #S.4)
8.4
PERENNIAL/GROUND COVER PLANTING
5/L501
8.5
PLANT SPACING DETAIL
6/L501
8.6
SOD
RE: SPECS
8.7
WOOD MULCH
RE: SPECS
8.8
MINERAL MULCH
RE: SPECS
4/L501
STEEL WEIR
2016 Landscape Bid Notes:
1. All concrete noted on Sheet L302 is existing
ASI#88
ASI#88
6'-0 5/8" VERIFY
CL
CL
1'-0"
CL
1'-0"
1.5" OD DIA STAINLESS STEEL,
RE: SPECS
CL
4'-5" VERIFY
1.5" OD DIA STAINLESS STEEL,
RE: SPECS
CHEEK WALL, RE: 1/L302
CL
1'-0"
CL
1'-0"
CL
3'-8" VERIFY
CL
CL
3'-9"
1'-0"
1.5" OD DIA STAINLESS STEEL
RE: SPECS
CHEEK WALL, RE: DTL. 1/L302
EDGE OF CHEEK
WALL BEYOND
1'-0"
1.5" OD DIA STAINLESS STEEL, RE:
SPECS
PRECAST STAIRS, RE: DTL 5/L300
1'-5"
5 3/4"
1'-0"
1'-5"
1'-5"
5 3/4"
8"
5 3/4"
1'-3"
1'-3"
1'-3"
15028-000-00
CP149773/W419448
NOTE:
1. REFER TO DTL 8/L300 FOR DETAIL
REGARDING CONCRETE STAIR CONSTRUCTION
AND HANDRAIL ATTACHMENT.
2. MIN.
221
NOTE:
1. REFER TO DTL 8/L300 FOR DETAIL
REGARDING CONCRETE STAIR CONSTRUCTION
AND HANDRAIL ATTACHMENT.
" COVER OVER ALL STEEL
NOTE:
1. REFER TO DTL 8/L300 FOR DETAIL
REGARDING CONCRETE STAIR CONSTRUCTION
AND HANDRAIL ATTACHMENT.
2. MIN. 221 " COVER OVER ALL STEEL
2. MIN.
221
02.03.14
02.21.14
BID PACKAGE #3
ADDENDUM #01
05.16.14
09.12.14
10.06.15
ASI #38
ASI #88
ASI #178
7/25/2016 Bid Notes RR
" COVER OVER ALL STEEL
ADD ALTERNATE S.6
A
STAIRS - (5) RISERS
B
STAIRS - (4) RISERS
C
STAIRS - (3) RISER
D
STAIRS - PRECAST
L302
4
TUBE STEEL HANDRAILS
3/4"=1'-0"
201 Broadway
Denver, Colorado 80203
t 303.893.1990
f 303.893.2204
www.klipparch.com
TRENCH DRAIN WITH SETTING
FRAME, SEE NOTE
ALIGN END OF DRAIN AND GRATE
WITH EXISTING SAWCUT JOINT
APPROX. 3' x 3' AREA IN PLANTING TO
BE REINFORCED WITH GRAVEL MULCH.
RE: SPEC, TO MATCH GRAVEL MULCH
ELSEWHERE
EXISTING JOINT
6" LAMBS TONGUE STYLE DRAIN SPOUT
TO MATCH NOZZLE ON BUILDING ROOF
DRAINS. MOUNT FLUSH WITH
RETAINING WALL
ASI#208
KEYNOTES
0.0
Include the installation of this trench drain in the
base bid.
B
-
CL
1.0
EXISTING CONDITIONS
0.1
EXISTING UTILITY
-
0.2
EXISTING MANHOLE
-
0.3
EXISTING SIGN
-
0.4
EXISTING PEDESTRIAN LIGHT POLE
-
0.5
EXISTING STREET LIGHT POLE
-
0.6
EXISTING ASPHALT PAVING
-
0.7
EXISTING CURB & GUTTER
-
0.8
EXISTING WALK
-
0.9
-
0.10
EXISTING LAWN
EXISTING TREE(S)
0.11
EXISTING BOLLARD LIGHT
-
6" CONC. PAVING
6" CONC. PAVING w/ LIGHT EXPOSED
AGGREGATE FINISH (ADD ALTERNATE #S.1)
1/L300
1.3
CRUSHER FINES
13/L300
1.4
12" WIDE CONC PAVING BAND
3/L300
1.2
PROVIDE FLEXIBLE COUPLER TO
ACCOMODATE ANGLE
END OF DRAIN TO BE 4" MIN OFF BUILDING
EXISTING JOINT
CONNECTION FROM TRENCH TO
NOZZLE
3.0
4.0
A. PLAN ENLARGEMENT
NOTES:
1. DOWNSPOUT NOZZLE TO BE 6", AND IS TO MATCH NOZZLE ON EXISTING ROOF DRAIN DOWNSPOUT, RE: SPEC
2. GRATE TO BE URBAN ACCESSORIES - JAMISON TRENCH DRAIN GRATE, 12"x42", SILICON BRONZE STANDARD FINISH. INSTALLED WITH "RETRO FIT" SETTING FRAME. IF
GRATE REQUIRES CUTTING, CUT END SHOULD BE EASED AND SHOULD BE LOCATED AT BUILDING SIDE OF TRENCH ONLY
3. TRENCH TO BE MEA-JOSUM PRO PLUS 300 12" SMC-GRP, OR EQUAL/SIMILAR. CONTRACTOR TO DETERMINE IF TRENCH PRODUCT IS ABLE TO BE SECURELY
MOUNTED TO CONCRETE SLAB, CONTRACTOR TO DETERMINE IF TRENCH PRODUCT WILL FUNCTION WITH TRENCH SYSTEM AS DESCRIBED
4. SEAL ALL POINTS WHERE WATER MAY BE INTRODUCED UNDER CONCRETE SLAB, BEHIND RETAINING WALL, OR AT BUILDING FOUNDATION
3. SUBMIT SHOP DRAWINGS OF TRENCH DRAIN AND ALL ASSOCIATED COMPONENTS FOR REVIEW AND APPROVAL BY LANDSCAPE ARCHITECT
EXISTING BUILDING
EXISTING PRIMARY ROOF DRAIN
DOWNSPOUT NOZZLE
5.0
C
6.0
EXISTING JOINT
COORDINATE WITH MANUFACTURER
BOTTOM OF CONCRETE SLAB BEYOND
TRENCH GRATE, SEE NOTE
4" MIN
GRATE, SEE NOTE
7.0
SETTING FRAME, SEE NOTE, COORDINATE WITH GRATE MANUFACTURER, TYP
SEAL , TYP
TRENCH GRATE SETTING FRAME BEYOND, SEE NOTE
BOTTOM OF TRENCH
SLOPE TOWARD OUTLET
CONCRETE ANCHOR, COORDINATE WITH GRATE MANUFACTURER, TYP
EXISTING CONCRETE SLAB, TYP
TRENCH CAP WITH FITTING
CONCRETE ANCHOR, TYP
CONNECTION FROM TRENCH TO NOZZLE
FLEXIBLE COUPLER
B. SECTION
1
TRENCH DRAIN
8.0
CAP TO SEAL TRENCH
-
PAVING
1.1
2.0
DTL./SHT.#
1/L300
JOINTING
2.1
SEALED EXPANSION JOINT
2/L300
2.2
TOOLED CONTROL JOINT
2/L300
2.3
SAW CUT CONTROL JOINT
2/L300
CURBS & EDGERS
3.1
STEEL EDGER
3/L501
3.2
PLANTER CURB
2/L302
3.3
CURB & GUTTER
RE:CIVIL
STAIRS, WALLS & RAILINGS
4.1
TYPICAL CONCRETE STAIR
8A/L300
4.2
C.I.P. CONCRETE SEAT WALL
9/L300
4.3
2/L301
4.4
CONCRETE RETAINING WALL
CONCRETE WALL @ RAIN GARDEN
10/L300
4.5
TYPICAL HANDRAIL
8B/L300
4.6
CIP SEATWALL EXPANSION JOINT
4/L300
4.7
CIP CONC SITEWALL EXPANSION JOINT
15/L300
4.8
CIP CONC SITEWALL CONTROL JOINT
14/L300
SITE FURNISHINGS & SIGNAGE
5.1
FIXED TABLE/CHAIRS
5.2
5.3
CONCRETE BENCH
MOVABLE TABLE/CHAIRS
5.4
TRASH/RECYCLING RECEPTACLE
5.5
DETECTABLE WARNING STRIP
5.6
RECYCLING RECEPTACLE
RE: SPECS
5.7
BIKE RACK
RE: SPECS
RE: SPECS
11/L300
RE: SPECS
RE: SPECS
RE: CIVIL
LIGHTING/ELECTRICAL
6.1
PEDESTRIAN LIGHT
10/L300
6.2
ELECTRICAL OUTLET
RE: ELEC
6.3
STREET LIGHT
RE: ELEC
7.1
DRAIN INLET
RE: CIVIL
7.2
NOT USED
7.3
MULTIFLOW DRAIN
DRAINAGE
RE: CIVIL
PLANTING
8.1
DECIDUOUS TREE IN PLANTING AREA
1/L501
8.2
2/L501
TRENCH, SEE NOTE
8.3
EVERGREEN TREE
SHRUB PLANTING (ADD ALTERNATE #S.4)
OUTLET FROM TRENCH DRAIN TO NOZZLE BEYOND
8.4
PERENNIAL/GROUND COVER PLANTING
5/L501
8.5
PLANT SPACING DETAIL
6/L501
8.6
SOD
RE: SPECS
8.7
WOOD MULCH
RE: SPECS
8.8
MINERAL MULCH
RE: SPECS
C. SECTION
4/L501
1"=1'
15028-000-00
CP149773/W419448
02.03.14
02.21.14
BID PACKAGE #3
ADDENDUM #01
05.16.14
09.12.14
10.06.15
03.10.16
ASI #38
ASI #88
ASI #178
ASI #208
7/25/2016 Bid Notes RR
L302a
201 Broadway
Denver, Colorado 80203
t 303.893.1990
f 303.893.2204
www.klipparch.com
Irrigation sleeves have been installed per attached sheet, IRRIGATION SLEEVE
LOCATIONS.
C O P Y R I G H T 2 0 13
No part of the contents of this document
may be reproduced or transmitted in any
form or by any means without the
written permission of gkkworks.
1200 Bannock Street
Denver, Colorado 80204
Tel. 303.571.0053
Fax. 303.825.0438
Add Alternate 2
NOT FOR
CONSTRUCTION
A PROJECT FOR:
4001 Discovery Drive, Boulder, CO 80303-7817
17
15028-000-00
CP149773/W419448
02.03.14
BID PACKAGE #3
G002 PROJECT DATA
7/25/2016 Bid Notes RH
L400
Scale: 1" = 20'
0
5
10
15
20
40
201 Broadway
Denver, Colorado 80203
IRRIGATION SLEEVE LOCATIONS DWG
*For reference only
t 303.893.1990
f 303.893.2204
www.klipparch.com
ASI#38
C O P Y R I G H T 2 0 13
No part of the contents of this document
may be reproduced or transmitted in any
form or by any means without the
written permission of gkkworks.
1200 Bannock Street
Denver, Colorado 80204
Tel. 303.571.0053
Fax. 303.825.0438
G
ASI#38
GP
CONTROLLER "B" LOCATION (EXIST.)
L=603.34'
R=2034.86'
~=
601.13'
7'-6"
ASI#38
27'-8"
POINT OF CONNECTION #2
W
Irrigation Equipment and Materials Schedule
24'-0"
17
15'-10"
W
27'-8"
W
APPROX 330 LF OF SLEEVE
33'-1"
W
W
ASI#129
W
D-8"
A PROJECT FOR:
4001 Discovery Drive, Boulder, CO 80303-7817
Irrigation Construction Notes
15028-000-00
CP149773/W419448
G002 PROJECT DATA
02.03.14
05.16.14
03.16.15
H
L400
Scale: 1" = 20'
0
5
10
15
20
BID PACKAGE #3
ASI #38
ASI #129
40
201 Broadway
Denver, Colorado 80203
t 303.893.1990
f 303.893.2204
www.klipparch.com
C O P Y R I G H T 2 0 13
No part of the contents of this document
may be reproduced or transmitted in any
form or by any means without the
written permission of gkkworks.
1200 Bannock Street
Denver, Colorado 80204
Tel. 303.571.0053
Fax. 303.825.0438
A PROJECT FOR:
4001 Discovery Drive, Boulder, CO 80303-7817
NOT FOR
CONSTRUCTION
15028-000-00
CP149773/W419448
G002 PROJECT DATA
02.03.14
BID PACKAGE #3
L401
201 Broadway
Denver, Colorado 80203
t 303.893.1990
f 303.893.2204
www.klipparch.com
REPLACE ALL SOD REMOVED FOR
UTILITY WORK
8.4 BTG
ASI#38
8.0
RE: SHEET L501
1
-
T
R
R
7.1
DRAIN INLET
7.2
NOT USED
7.3
MULTIFLOW DRAIN
RE: CIVIL
RE: CIVIL
PLANTING
8.1
DECIDUOUS TREE IN PLANTING AREA
1/L501
8.2
2/L501
8.3
EVERGREEN TREE
SHRUB PLANTING (ADD ALTERNATE #S.4)
8.4
PERENNIAL/GROUND COVER PLANTING
5/L501
8.5
PLANT SPACING DETAIL
6/L501
8.6
SOD
RE: SPECS
8.7
WOOD MULCH
RE: SPECS
8.8
MINERAL MULCH
RE: SPECS
4/L501
PLANTING SCHEDULE
ASI#206
8.4
8.2 (7) PNP
R
PERENNIALS, GRASSES & GROUND COVERS
BOTANICAL NAME
BTG
Bouteloua curtipendula
BTG
Nassella viridula
BTG
Hesperostipa comata
FES
Festuca rubra
FES
Schizachyrium scoparium
FES
Sporobolus heterolepis
BGA
Bouteloua gracilis 'Blonde Ambition'
Blonde Ambition Grama
1 gal.
12" o.c.
2' - 3'
18 -20"
7,441 SQFT
CAO
Calamagrostis x acutiflora 'Overdam'
Overdam Variegated Reed Grass
1 gal.
18" o.c.
20 -30"
16-24"
135
FER
Athyruim filix-femina Fern
Lady Fern
1 gal.
12" o.c.
ARC
Arctostaphylos x coloradoensis Panchito
Panchito Manzanita
1 gal.
30" o.c.
6 - 12"
6 - 12"
863 SQ FT
LV1
Lavandula angustifolia 'Grosso Alba'
Lavender White Grosso
1 gal.
24" o.c.
2 - 3'
2 - 3'
228
LV2
Lavandula angustifolia 'Hidcote'
Lavender Hidcote (Deep Blue)
1 gal.
12" o.c.
8 - 12"
8 - 12"
519 SQ FT
LV3
Lavandula angustifolia 'Munstead'
Lavender Munstead
1 gal.
12" o.c.
12 -18"
12 -18"
430 SQ FT
LV4
Lavandula angustifolia 'Twickel Purple'
English Lavender
1 gal.
18" o.c.
2 - 3'
2 - 3'
120
H
Hosta x fortunei
Francee Hosta
1 gal.
24" o.c.
IS1
Iris sibirica 'Snow Queen'
White Siberian Iris
1 gal.
18" o.c.
58
IS2
Iris x germanica 'Summer Olympics'
Yellow Bearded Repeat Iris
1 gal.
18" o.c.
59
SCS
Schizachyrium scoparium
Little Bluestem
1 gal.
18" o.c.
18- 24"
3'
195
PAN
Panicum virgatum
Switchgrass
1 gal.
18' o.c.
4'
18"
48
HEL
Helictotrichon sempervirens
Blue Avena Grass
1 gal.
18" o.c.
4'
159
ARCT
Arctostaphylos uva-ursi 'Massachusetts
Massachusetts Kinnikinnick
1 gal.
2' o.c.
10-15"
496 SQ FT
PRO
Pro pratensis
Kentucky Bluegrass
SOD
-
-
-
19408 SQ FT
PAN
Panicum virgatum
Switchgrass
PLUGS
8" oc
-
-
3061 SQ FT
R
T
REPLACE ALL SOD REMOVED FOR
UTILITY WORK
ASI#38
R
R
T
ADD
ALTERNATE
S.4
ASI#38
8.4 FES
PRO 8.4
R
R
T
8.2 PNP
AAB 8.3
ULM 8.1
Sideoats Grama (Native Seed Mix
A)
Green Needle Grass (Native Seed
Mix A)
Needle and Thread Grass (Native
Seed Mix A)
Creeping Red Fescue (Native
Seed Mix B)
Little Bluestem (Native Seed Mix
B)
Prairie Dropseed (Native Seed
Mix B)
SIZE
SPACING
HEIGHT
WIDTH
SEEDED
-
-
25,258
SQ FT
SEEDED
SEEDED
SEEDED
12,478
SQ FT
SEEDED
SEEDED
ADD#1
57
193 SQ FT
ADD#1
ASI#206
QUR (3) 8.3
PAN 8.4
BGA 8.4
COMMON NAME
QUANTITY
KEY
8.4 FES
8.3 RAG
ASI#206
2
-
ULM 8.1
PAN 8.4
ADD#1
ADD#1
BGA 8.4
ASI#206
8.3
ASI#129
AAB
Aronia arbutifolia 'Brilliantissima'
Brilliant Red Chokeberry
5 gal
5' o.c.
6 - 8'
6 - 8'
41
CSB
Cornus Sericea Arctic Fire
Arctic Fire Dogwood
5 gal
3' o.c.
3 - 4'
3 - 4'
219
DBC
Daphne burkwoodii 'Carol Mackie'
Daphne
5 gal
4' o.c.
2 -3'
3 -4'
81
RAG
Rhus aromatica 'Gro Low'
Gro Low Sumac
5 gal
42" o.c.
2 - 3'
6 - 8'
154
SMP
Syringa meyeri 'Palibin'
Dwarf Korean Lilac
5 gal
42" o.c.
4 - 5'
5 - 7'
15
8.1 (1) ULM
VPT
Viburnum plicatum tomentosum 'Mariesii'
Doublefile Viburnum
5 gal
5' o.c.
6 - 8'
8 - 10'
19
8.4 BGA
ROS
Rosa 'Sunny Knock Out'
Sunny Knock Out Rose
5 gal
2' o.c.
2 - 3'
2 - 3'
63
ADD
ALTERNATE
S.4
8.4 PAN
ULM 8.1
PAN 8.4
8.2 PNP
8.4 BGA
ADD#1
SHRUBS
8.4 BGA
2
-
ASI#38
2
-
8.1
ADD#1
DECIDUOUS TREES
KEY
BOTANICAL NAME
COMMON NAME
SIZE
SPACING
HEIGHT
WIDTH
AMM
Acer miyabei 'Morton'
State Street Maple
3"
caliper
as shown
30-40'
30'
6
CEC
Cercis canadensis
Eastern Redbud
3"
caliper
as shown
30'
25- 30''
8
QUR
Quercus rubra
Northern Red Oak
3"
caliper
as shown
60'
35'
14
ULF
Ulmus 'Frontier'
Frontier Elm
3"
caliper
as shown
40'
40'
6
ULM
Ulmus parvifolia
Lacebark Elm
3"
caliper
as shown
ADD#1
40'
40'
17
Ponderosa Pine
8' Min.
Ht.
as shown
40'
30'
26
8.4 PRO
(2) ULM 8.1
BGA 8.4
ASI#206
ASI#206
ADD
ALTERNATE
S.4
ASI#38
DBC 8.3
ULF 8.1
ADD#1
DBC 8.3
ULF 8.1
DBC 8.3
EXISTING SHRUBS TO REMAIN
ASI#206
8.2
HEL 8.4
EVERGREEN TREES
PNP
HEL 8.4
Pinus ponderosa
HEL 8.4
EXISTING DECIDUOUS TREE
15028-000-00
ULF 8.1
CP149773/W419448
DBC 8.3
HEL 8.4
ROS 8.3
EXISTING EVERGREEN TREE
ULF 8.1
ASI#38
SCS 8.4
ULF 8.1
DBC 8.3
EXISTING SHRUBS TO REMAIN
HEL 8.4
ULF 8.1
QUR 8.1
DBC 8.3
HEL 8.4
ARC 8.4
02.03.14
02.21.14
05.16.14
03.16.15
10.06.15
02/24/2016
NOTE:
1. ALL PROPOSED PLANTING TO BE PART OF ADD
ALTERNATE S.4.
2. REPAIR AND REPLACE ALL EXISTING SOD THAT IS
TO REMAIN THAT WAS REMOVED OR DAMAGED
DURING UTILITY CONSTRUCTION.
BID PACKAGE #3
ADDENDUM #01
ASI #38
ASI #129
ASI #178
ASI #206
7/25/2016 Bid Notes RR
VERIFY ALL QUANTITIES WITH PLANTING PLAN, PLANTING PLAN TO SUPERCEDE PLANTING
SCHEDULE
TOTAL EDGER LENGTH FOR ALL AREAS = 2,142 LF
L500
1
MCALLISTER COURTYARD PLANTING ENLARGEMENT
SCALE: 1"=10'-0"
2
PARKING ISLAND PLANTING ENLARGEMENT
Scale: 1" = 30'
SCALE: 1"=10'-0"
0
7.5
15
22.5
30
60
201 Broadway
Denver, Colorado 80203
t 303.893.1990
f 303.893.2204
www.klipparch.com
8.0
MATCHLINE L500
MATCHLINE L500
MATCHLINE L500
PLANTING
8.1
DECIDUOUS TREE IN PLANTING AREA
1/L501
8.2
2/L501
8.3
EVERGREEN TREE
SHRUB PLANTING (ADD ALTERNATE #S.4)
8.4
PERENNIAL/GROUND COVER PLANTING
5/L501
8.5
PLANT SPACING DETAIL
6/L501
8.6
SOD
RE: SPECS
8.7
WOOD MULCH
RE: SPECS
8.8
MINERAL MULCH
RE: SPECS
4/L501
BGA 8.4
PAN 8.4
BTG 8.4
T
R
PLANTING SCHEDULE
R
8.4
PERENNIALS, GRASSES & GROUND COVERS
BOTANICAL NAME
BTG
Bouteloua curtipendula
BTG
Nassella viridula
BTG
Hesperostipa comata
FES
Festuca rubra
FES
Schizachyrium scoparium
FES
Sporobolus heterolepis
ADD
ALTERNATE
S.4
BGA
Bouteloua gracilis 'Blonde Ambition'
Blonde Ambition Grama
1 gal.
12" o.c.
2' - 3'
18 -20"
7,441 SQFT
CAO
Calamagrostis x acutiflora 'Overdam'
Overdam Variegated Reed Grass
1 gal.
18" o.c.
20 -30"
16-24"
135
ASI#38
FER
Athyruim filix-femina Fern
Lady Fern
1 gal.
12" o.c.
ARC
Arctostaphylos x coloradoensis Panchito
Panchito Manzanita
1 gal.
30" o.c.
6 - 12"
6 - 12"
863 SQ FT
LV1
Lavandula angustifolia 'Grosso Alba'
Lavender White Grosso
1 gal.
24" o.c.
2 - 3'
2 - 3'
228
LV2
Lavandula angustifolia 'Hidcote'
Lavender Hidcote (Deep Blue)
1 gal.
12" o.c.
8 - 12"
8 - 12"
519 SQ FT
LV3
Lavandula angustifolia 'Munstead'
Lavender Munstead
1 gal.
12" o.c.
12 -18"
12 -18"
430 SQ FT
LV4
Lavandula angustifolia 'Twickel Purple'
English Lavender
1 gal.
18" o.c.
2 - 3'
2 - 3'
120
H
Hosta x fortunei
Francee Hosta
1 gal.
24" o.c.
193 SQ FT
IS1
Iris sibirica 'Snow Queen'
White Siberian Iris
1 gal.
18" o.c.
58
IS2
Iris x germanica 'Summer Olympics'
Yellow Bearded Repeat Iris
1 gal.
18" o.c.
59
SCS
Schizachyrium scoparium
Little Bluestem
1 gal.
18" o.c.
18- 24"
3'
195
PAN
Panicum virgatum
Switchgrass
1 gal.
18' o.c.
4'
18"
48
HEL
Helictotrichon sempervirens
Blue Avena Grass
1 gal.
18" o.c.
4'
159
ARCT
Arctostaphylos uva-ursi 'Massachusetts
Massachusetts Kinnikinnick
1 gal.
2' o.c.
10-15"
496 SQ FT
PRO
Pro pratensis
Kentucky Bluegrass
SOD
-
-
-
19408 SQ FT
PAN
Panicum virgatum
Switchgrass
PLUGS
8" oc
-
-
3061 SQ FT
AAB
Aronia arbutifolia 'Brilliantissima'
Brilliant Red Chokeberry
5 gal
5' o.c.
6 - 8'
6 - 8'
41
CSB
Cornus Sericea Arctic Fire
Arctic Fire Dogwood
5 gal
3' o.c.
3 - 4'
3 - 4'
219
DBC
Daphne burkwoodii 'Carol Mackie'
Daphne
5 gal
4' o.c.
2 -3'
3 -4'
81
RAG
Rhus aromatica 'Gro Low'
Gro Low Sumac
5 gal
42" o.c.
2 - 3'
6 - 8'
154
SMP
Syringa meyeri 'Palibin'
Dwarf Korean Lilac
5 gal
42" o.c.
4 - 5'
5 - 7'
15
VPT
Viburnum plicatum tomentosum 'Mariesii'
Doublefile Viburnum
5 gal
5' o.c.
6 - 8'
8 - 10'
19
ROS
Rosa 'Sunny Knock Out'
Sunny Knock Out Rose
5 gal
2' o.c.
2 - 3'
2 - 3'
63
8.4 BTG
8.1 QUR (4)
COMMON NAME
Sideoats Grama (Native Seed Mix
A)
Green Needle Grass (Native Seed
Mix A)
Needle and Thread Grass (Native
Seed Mix A)
Creeping Red Fescue (Native
Seed Mix B)
Little Bluestem (Native Seed Mix
B)
Prairie Dropseed (Native Seed
Mix B)
SIZE
SPACING
HEIGHT
WIDTH
SEEDED
-
-
-
QUANTITY
KEY
ASI#206
8.4 CSB
ASI#206
25,258
SQ FT
SEEDED
SEEDED
SEEDED
12,478
SQ FT
SEEDED
SEEDED
8.4 PAN
0.10 TYP
57
ASI#206
8.1 QUR (4)
8.4 PRO
ASI#206
R
R
ASI#178.1
T
ASI#183
ASI#206
8.3
8.4 PAN
8.4 IS1
8.1 AMM (6)
8.4 IS2
8.4 ARCT
ADD
ALTERNATE
S.4
ASI#38
8.4 SCS
8.1 (3) CEC
8.1
8.1 ULM (13)
ADD
ALTERNATE
S.4
8.4 PRO
SHRUBS
DECIDUOUS TREES
KEY
BOTANICAL NAME
COMMON NAME
SIZE
SPACING
HEIGHT
WIDTH
AMM
Acer miyabei 'Morton'
State Street Maple
3"
caliper
as shown
30-40'
30'
6
CEC
Cercis canadensis
Eastern Redbud
3"
caliper
as shown
30'
25- 30''
8
QUR
Quercus rubra
Northern Red Oak
3"
caliper
as shown
60'
35'
14
ULF
Ulmus 'Frontier'
Frontier Elm
3"
caliper
as shown
40'
40'
6
ULM
Ulmus parvifolia
Lacebark Elm
3"
caliper
as shown
40'
40'
17
Ponderosa Pine
8' Min.
Ht.
as shown
40'
30'
26
ASI#38
ASI#206
8.4 LV3
8.4 LV1
8.4 LV2
8.4 LV4
8.4 CSB
ASI#206
RAG 8.3
8.4 BGA
8.4 BGA
LV2 8.4
8.3 SMP
8.4 SCS
PNP 8.2
8.3 RAG
ASI#206
8.2
8.4 CAO
8.1 CEC(5)
8.4 LV3
EVERGREEN TREES
8.3 CSB
8.4 ARC
T
R
8.2 PNP
R
PNP
Pinus ponderosa
8.4 BTG
8.4 FES
15028-000-00
EXISTING DECIDUOUS TREE
8.4 LV1
CP149773/W419448
8.4 LV2
8.4 ARCT
ASI#183
EXISTING EVERGREEN TREE
02.03.14
02.21.14
8.4 CAO
8.3 VPT
ASI#206
8.4 FER
ASI#206
8.3 DBC
8.3 H
MATCHLINE L500
ASI #38
ASI #178
ASI #178.1
02.24.2016 ASI #206
NOTE:
1. ALL PROPOSED PLANTING TO BE PART OF ADD
ALTERNATE S.4.
2. REPAIR AND REPLACE ALL EXISTING SOD REMOVED
OR DAMAGED DURING CONSTRUCTION.
ASI#206
MATCHLINE L500
MATCHLINE L500
RAG 8.1
05.16.14
10.06.15
11.10.15
ASI#38
8.3 AAB
BID PACKAGE #3
ADDENDUM #01
7/25/2016 Bid Notes RR
VERIFY ALL QUANTITIES WITH PLANTING PLAN, PLANTING PLAN TO SUPERCEDE PLANTING
SCHEDULE
ASI#206
TOTAL EDGER LENGTH FOR ALL AREAS = 2,142 LF
L501
Scale: 1" = 10'
0
5
10
20
201 Broadway
Denver, Colorado 80203
t 303.893.1990
f 303.893.2204
www.klipparch.com
DO NOT CUT TREE LEADER, PRUNE ONLY
CROSSOVER LIMBS, CO-DOMINANT LEADERS
AND INJURED OR DEAD BRANCHES FROM
TREE.
DO NOT CUT TREE LEADER, PRUNE ONLY
CROSSOVER LIMBS, CO-DOMINANT LEADERS
AND INJURED OR DEAD BRANCHES FROM TREE.
SECURE TREE STAKES MIN. 2 FEET IN
UNDISTURBED SOIL. INSTALL WIRE AND
FASTENERS IMMEDIATELY AFTER PLANTING,
FLAG WIRE WITH 1/2" DIA. WHITE PVC PIPE.
WIRE SHOULD ALLOW 3"-4" AREA OF TRUNK
MOVEMENT. IF TREE CALIPER IS 3" OR
GREATER SECURE WITH 3 STAKES.
PLANT ROOTBALL 4"-5" HIGH WITH RESPECT TO
FINISH GRADE. DO NOT COVER TOP OF ROOT
BALL WITH SOIL. CUT AND REMOVE TOP 2/3rd
OF WIRE BASKET/CUT AND REMOVE TOP 1/3rd
OF BURLAP. REMOVE ALL ROPE, TWINE AND
WIRE.
KEYNOTES
0.0
SOD MAT EVEN WITH TOP OF EDGER
SPECIFIED MULCH AT SPECIFIED
DEPTH.
PLACE 6' DIA. MIN. MULCH RING AROUND TREE.
DO NOT PLACE MULCH IN CONTACT WITH TREE
TRUNK.
APPLY TREE WRAP FROM BOTTOM OF
TRUNK TO FIRST BRANCH, WRAP PAPER
WITH SUFFICIENT OVERLAP TO COVER ALL
BARK. SECURE WITH STRETCHABLE
PLASTIC TAPE. RE: SPEC. REGARDING
TIMING.
SECURE IN UNDISTURBED SOIL WITH METAL
STAKES, WIRE AND FASTENERS. FLAG WIRE
WITH 1/2" DIA. WHITE PVC PIPE. WIRE SHOULD
ALLOW 3"-4" AREA OF TRUNK MOVEMENT.
PLACE 6' DIA. MIN. MULCH RING AROUND
TREE. DO NOT PLACE MULCH IN CONTACT
WITH TREE TRUNK.
1.0
PLANT ROOTBALL 3"-4" HIGH WITH RESPECT
TO FINISH GRADE. DO NOT COVER TOP OF
ROOTBALL WITH SOIL. CUT AND REMOVE
TOP 1/3rd OF WIRE AND BURLAP. REMOVE
ALL ROPE, TWINE AND WIRE. BANK SOIL TO
TOP OF ROOTBALL.
4" DEPTH STEEL EDGER, REFER TO
SPECIFICATIONS FOR MATERIAL
INFORMATION.
PREPARE AND PLACE PLANTING SOIL MIX AS
PER SPECS.
2 X ROOTBALL DIAMETER MIN.
2.0
SET ROOTBALL ON UNDISTURBED SOIL, SET
PLUMB AND IN CENTER OF PIT.
COMPACTED SUBGRADE
2 X ROOTBALL DIAMETER MIN.
SET ROOTBALL ON UNDISTURBED
SOIL, SET PLUMB AND IN CENTER OF
PIT.
3.0
4.0
1
DECIDUOUS TREE IN PLANTING AREA
1/2" = 1'-0"
2
EVERGREEN TREE
1/2" = 1'-0"
3
STEEL EDGER
3/4" = 1'-0"
5.0
A
4
REMOVE ONLY INJURED OR DEAD
BRANCHES FROM PLANTS.
REMOVE ONLY INJURED OR DEAD
BRANCHES FROM PLANTS.
SCARIFY TOPSOIL TO A MINIMUM
DEPTH OF 6". APPLY SOIL
AMENDMENTS AND ROTOTILL INTO
TOP 8" OF SOIL.
SCARIFY TOPSOIL TO A MINIMUM
DEPTH OF 6". APPLY SPECIFIED
FERTILIZER AND ROTOTILL INTO TOP
8" OF SOIL.
REMOVE CONTAINERS, SET OUT AND
SPACE PLANTS AS SPECIFIED IN
PLANT LEGEND. ROWS SHOULD BE
STRAIGHT AND CONSISTENT. SET
PLANTS 2" HIGHER THAN FINISH
GRADE ENSURE PLANT IS FIRMLY
SEATED IN SOIL. BANK SOIL TO TOP
OF ROOTBALL.
MULCH PLANTING BED AS SPECIFIED.
DO NOT PLACE MULCH OVER
BRANCHES OF PLANTS.
REMOVE CONTAINERS, SET OUT AND
SPACE PLANTS AS SPECIFIED IN
PLANT LEGEND. ROWS SHOULD BE
STRAIGHT AND CONSISTENT. SET
PLANTS 1" HIGHER THAN FINISH
GRADE ENSURE PLANT IS FIRMLY
SEATED IN SOIL. BANK SOIL TO TOP
OF ROOTBALL.
MULCH PLANTING BED AS SPECIFIED.
DO NOT PLACE MULCH OVER
BRANCHES OF PLANTS.
UNDISTURBED SUBGRADE
UNDISTURBED SUBGRADE
3/4"= 1'-0"
SHRUB IN PLANTING BED
5
PERRENIAL / GROUNDCOVER PLANTING
6.0
7.0
PLAN VIEW
SHRUBS, GROUNDCOVERS,
PERENNIALS OR ANNUALS
CURB, EDGE OF PAVEMENT OR WALL
3/4" = 1'-0"
6
0.1
EXISTING UTILITY
-
0.2
EXISTING MANHOLE
-
0.3
EXISTING SIGN
-
0.4
EXISTING PEDESTRIAN LIGHT POLE
-
0.5
EXISTING STREET LIGHT POLE
-
0.6
EXISTING ASPHALT PAVING
-
0.7
EXISTING CURB & GUTTER
-
0.8
EXISTING WALK
-
0.9
-
0.10
EXISTING LAWN
EXISTING TREE(S)
0.11
EXISTING BOLLARD LIGHT
-
8.0
-
PAVING
6" CONC. PAVING
6" CONC. PAVING w/ LIGHT EXPOSED
AGGREGATE FINISH (ADD ALTERNATE #S.1)
1/L300
1.3
CRUSHER FINES
13/L300
1.4
12" WIDE CONC PAVING BAND
3/L300
1.2
COMPACTED SUBGRADE
PREPARE AND PLACE BACKFILL SOIL
MIX AS PER SPEC.
EXISTING CONDITIONS
1.1
UNDISTURBED GRADE
DTL./SHT.#
1/L300
JOINTING
2.1
SEALED EXPANSION JOINT
2/L300
2.2
TOOLED CONTROL JOINT
2/L300
2.3
SAW CUT CONTROL JOINT
2/L300
CURBS & EDGERS
3.1
STEEL EDGER
3/L501
3.2
PLANTER CURB
2/L302
3.3
CURB & GUTTER
RE:CIVIL
STAIRS, WALLS & RAILINGS
4.1
TYPICAL CONCRETE STAIR
8A/L300
4.2
C.I.P. CONCRETE SEAT WALL
9/L300
4.3
2/L301
4.4
CONCRETE RETAINING WALL
CONCRETE WALL @ RAIN GARDEN
10/L300
4.5
TYPICAL HANDRAIL
8B/L300
4.6
CIP SEATWALL EXPANSION JOINT
4/L300
4.7
CIP CONC SITEWALL EXPANSION JOINT
15/L300
4.8
CIP CONC SITEWALL CONTROL JOINT
14/L300
SITE FURNISHINGS & SIGNAGE
5.1
FIXED TABLE/CHAIRS
5.2
5.3
CONCRETE BENCH
MOVABLE TABLE/CHAIRS
5.4
TRASH/RECYCLING RECEPTACLE
5.5
DETECTABLE WARNING STRIP
5.6
RECYCLING RECEPTACLE
RE: SPECS
5.7
BIKE RACK
RE: SPECS
RE: SPECS
11/L300
RE: SPECS
RE: SPECS
RE: CIVIL
LIGHTING/ELECTRICAL
6.1
PEDESTRIAN LIGHT
10/L300
6.2
ELECTRICAL OUTLET
RE: ELEC
6.3
STREET LIGHT
RE: ELEC
7.1
DRAIN INLET
RE: CIVIL
7.2
NOT USED
7.3
MULTIFLOW DRAIN
DRAINAGE
RE: CIVIL
PLANTING
8.1
DECIDUOUS TREE IN PLANTING AREA
1/L501
8.2
2/L501
8.3
EVERGREEN TREE
SHRUB PLANTING (ADD ALTERNATE #S.4)
8.4
PERENNIAL/GROUND COVER PLANTING
5/L501
8.5
PLANT SPACING DETAIL
6/L501
8.6
SOD
RE: SPECS
8.7
WOOD MULCH
RE: SPECS
8.8
MINERAL MULCH
RE: SPECS
4/L501
PLANT SPACING
EDGE CONDITION VARIES, RE:
LAYOUT PLANS
GEOTEXTILE LANDSCAPE FABRIC, RE:
SPECS
MINERAL MULCH, RE: SPECS
PLANTING SOIL, RE: SPECS
ASI#18
WQCV WATER SURFACE ELEVATION
WATER TIGHT CAP ON SOLID CLEAN
OUT
RAIN GARDEN GROWING MEDIA PER
URBAN DRAINAGE STANDARD
FILTER MATERIAL PER URBAN
DRAINAGE STANDARD
SLOTTED PIPE, RE: CIVIL
SEPERATOR FABRIC
RAIN GARDEN; WIDTH
VARIES; RE: PLAN
7
RAIN GARDEN SECTION
1/2"= 1'-0"
15028-000-00
CP149773/W419448
02.03.14
02.21.14
BID PACKAGE #3
ADDENDUM #01
05.02.14
ASI #27: PHASE II FOR CONSTRUCTION
7/25/2016 Bid Notes RR
L502