HomeMy WebLinkAboutRIDGEWOOD HILLS RESIDENCES, 4TH FILING - FDP - FDP130052 - PLANS - DRAINAGE RELATED DOCUMENT8-UNIT
8-UNIT
6-UNIT
6-UNIT
TOT
LOT
SPORTS
COURT
CLUB
HOUSE
POOL
TRIANGLE DRIVE
AVONDALE ROAD
1
2
2
SEE POCKET DETAIL 4/LID.3
TREES WITHIN
CONTINUOUS CONNECTING
POCKET, SEE LANDSCAPE PLAN
FOR TREE LOCATIONS
SLOTTED CURB
SEE DETAIL 7/LID.3
NORTH 'B'
BIOSWALE ,
SEE TABLE SHEET LID.3
NORTH 'A'
BIOSWALE ,
SEE TABLE SHEET LID.3
NORTH
0 15' 30' 60' 90'
SCALE: 1"= 30'-0"
MATCHLINE
(SEE SHEET LID.2)
LID EXHIBIT -
NORTH
LID.1
37
THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF TFG DESIGN, LLC. AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE
LANDSCAPE ARCHITECT.
1269 N Cleveland Ave, Loveland CO 80537
(970) 669.3737
design@tfgdesign.com www.tfgdesign.com
ATTN:
SHEET OF
SHEET NUMBER:
SHEET TITLE:
REVISIONS:
PROJECT INFORMATION:
OWNER:
DRAWN BY:
FILE LOCATION: O:\Current Projects\111-Owen Consulting\122FC-Ridgewood\AutoCAD\FP and FUP\DWG\Ridgwood Hills - FP LID.dwg
PLOT DATE: 11/19/2013 7:34 AM
PROJECT NUMBER:
DATE:
PHASE:
M. Timm Development
BILL TIMM
233 CARILLO STREET
SANTA BARBARA, CA 93101
8-UNIT
6-UNIT
24-UNIT
16-UNIT
16-UNIT
24-UNIT
24-UNIT
PEYTON DRIVE
AVONDALE ROAD
TRIANGLE DRIVE
GARAGE
3
5
6
POCKET SOIL
SEE DETAIL 4/LID.3
'SILVA CELL'
SEE DETAIL 3/LID.5
4" PVC PIPE
CHECK DAMS SEE DETAIL
SEE DETAIL 1 & 2 / LID.3
'SILVA CELL'
SEE DETAIL 1/LID.5
'SILVA CELL'
SEE DETAIL 2/LID.5
2
4
4
4
4
3
3
3
5
SOUTH 'A'
BIOSWALE ,
SEE TABLE SHEET LID.3
SOUTH 'B'
BIOSWALE ,
SEE TABLE SHEET LID.3
(900 SQ FT)
BOULDER, (TYP)
SLOTTED
CURB, (TYP)
SEE DETAIL
7/LID.3
SEE POCKET DETAIL 4/LID.3
TREES WITHIN
CONTINUOUS CONNECTING
POCKET, SEE LANDSCAPE PLAN
FOR TREE LOCATIONS
AVONDALE ROAD
Ridgwood Hills - FP LID.dwg Tuesday, March 12, 2013 11:21:29 AM
NORTH
0 15' 30' 60' 90'
SCALE: 1"= 30'-0"
LEGEND:
MATCHLINE
(SEE SHEET LID.1)
LID EXHIBIT
SLOTTED CURB
3" WIDE OPENING AT BOTTOM
SEDIMENT TRAP, 3" DEPTH
PERFORATED STEEL
EDGER
BIOSWALE WITH
NATIVE WETLAND SEED MIX
SLOPED TO DRAIN INLET, SEE
LANDSCAPE PLAN
NATIVE SEED, SEE
LANDSCAPE PLAN SEE BIOSWALE DETAIL
4:1 MAX.
HEIGHT
LENGTH
WIDTH
UNDISTURBED SOIL
PARKING/BUILDING
PRECAST OVERFLOW
STRUCTURE
12" PONDING DEPTH
MIN. 30-MIL
HDPE IMPERVIOUS
MEMBRANE
MIN. 12" THICK LAYER
OF BIORETENTION SAND MEDIA
(SEE BIORETENTION SAND
MEDIA SPECIFICATION FROM
CITY OF FORT COLLINS)
MIN. 6" THICK LAYER OF
PEA GRAVEL DIAPHRAGM
(DEPTH VARIES, SEE
PLAN)
LAYER OF CDOT NO. 4
AGGREGATE
MIN. 4" PERFORATED
PVC PIPE
6" PERFORATED
PVC SUBDRAIN
PIPE
SEE BIOSWALE
DETAIL FOR
BEDDING/STORAGE
REQUIREMENTS
STORM DRAIN
MANHOLE WITH
SLOTTED LID
4" PERFORATED PVC PIPE
COLLECTION PIPE-1% SLOPE
CHECK DAM
WITH NOTCH
4-6" COBBLE (ENERGY
DISSIPATORS)
BELOW CHECK DAM UNDISTURBED NATIVE SOIL
WITH VEGETATIVE COVER
3:1 SLOPE MAX
3:1 SLOPE MAX
CHECK DAM
WITH NOTCH
LOW FLOW NOTCH
4" DRAIN PIPE
Geogrid. 'J' 6"(150mm) minimum below backfill at base.
Overlap 12"(300mm) minimum at top of Cells.
Screw Cell decks to frames after snapping in place (typ.)
4"(100mm) aggregate base course
Geotextile, 18"(450mm) minimum overlap past excavation
Curb stop, per project specifications
Tree
KEY PLAN
(for reference only)
1"(25mm) air space between Silva Cell deck and planting soil
DeepRoot UB18-2 Root barrier
Tree trunk, size varies
SEE PLANTING NOTES
1"-3"(25mm-50mm) mulch above tree pit
SEE PLANTING NOTES
8" stand pipe, connect to distribution Inspection riser
pipe, cap shall reach 2" above
aggregate mulch surface
Anchor each Silva Cell to ground with (4) 10"
(250mm) spike,<10mm dia., see Cell base for spike hole
4" PERFORATED CAPPED PIPE
5" PERFORATED PVC
COLLECTION PIPE
Tree root package, SEE PLANTING NOTES
Planting soil, tamped to max. 85% compaction below root package
and stand pipe
DeepRoot UB18-2 Root barrier
Tree root package, size varies
SEE PLANTING NOTES
Planting soil, tamped to max. 85% compaction below root package
Curb and street per
project specifications
5" PERFORATED PVC
COLLECTION PIPE
1"-3"(25mm-50mm)
SEE PLANTING NOTES
4" Aggregate Base Course
Geotextile, 18"(450mm) minimum overlap past excavation
4"(100mm) aggregate sub base, compacted to 95%
Silva Cell base slope to max. 5%
Subgrade below geotextile and aggregate base course, compacted to 95%
Planting soil per Silva Cell specifications, installed in 8"(200mm) lifts (2 lifts per cell)
Geotextile on compacted subgrade
Tree root package, size varies
Planting soil, tamped to max. 85% compaction below root package
Setback from face of curb*
Deciduous shrubs planted per planting note specifications
Tree
Fold ends of ArborTie back,
secure to stake with 1" galvanized
roofing nail or use an knot.
ArborTie
ArborTie
NOTE:
Specified ArborTie green (or white) staking and guying material is to be flat,
woven, polypropylene material, 3
4" wide with 900 lb. break strength.
ArborTie shall be fastened to stakes in a manner which permits tree movement
and supports the tree.
Detail shall be used in conjunction with Silva Cell standard details.
SILVA CELLS PER
WATER CAPTURE DETALS
SEE SHEET LID.4
5" PERFORATED PCV PIPE
SEE SHEET LID.4
SLOTTED CURB (TYP)
SEE DETAIL 7/LID.3
5" PERFORATED PCV PIPE
SEE SHEET LID.4
SILVA CELLS UNDER PARKING
SEE SHEET LID.4
SLOTTED CURB (TYP)
SEE DETAIL 7/LID.3
5" PERFORATED PCV PIPE
SEE SHEET LID.4
SILVA CELLS UNDER
PARKING ISLAND
SEE SHEET LID.4
SLOTTED CURB (TYP)
SEE DETAIL 7/LID.3 LID EXHIBIT -
ENLARGEMENTS
LID.5
41
THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF TFG DESIGN, LLC. AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE
LANDSCAPE ARCHITECT.
1269 N Cleveland Ave, Loveland CO 80537
(970) 669.3737
design@tfgdesign.com www.tfgdesign.com
ATTN:
SHEET OF
SHEET NUMBER:
SHEET TITLE:
REVISIONS:
PROJECT INFORMATION:
OWNER:
DRAWN BY:
FILE LOCATION: O:\Current Projects\111-Owen Consulting\122FC-Ridgewood\AutoCAD\FP and FUP\DWG\Ridgwood Hills - FP LID.dwg
PLOT DATE: 11/19/2013 7:34 AM
PROJECT NUMBER:
DATE:
PHASE:
M. Timm Development
BILL TIMM
233 CARILLO STREET
SANTA BARBARA, CA 93101
(805) 963-0358
RIDGEWOOD HILLS
FOURTH FILING
AVONDALE RD & TRIANGLE DR
FORT COLLINS, COLORADO
111-122FC
DEC 13, 2013
FP
07-31-2014 FP Resubmittal
41
3 SILVA CELL LAYOUT-ISLAND 3
1 SILVA CELL LAYOUT-ISLAND 1
2 SILVA CELL LAYOUT-ISLAND 2
ArborTie
Silva Cell Standard Pavement Profile
Per Project Specifications
1, 2, or 3-Layer Silva Cell System
Per Project Specifications
Silva Cell Standard Pavement Profile
Per Project Specifications
1, 2, or 3-Layer Silva Cell System
Per Project Specifications
Inspection Riser Cast Iron Cap, f
lush with surface,
for use in paved areas
Inspection Riser PVC Cap, for use in planting areas
INSPECTION RISER
Inspection Riser:
Rigid at pavement section,
perforated at Silva Cell
system. Where perforated,
wrap in geotextile and secure
with zip ties.
Inspection Riser for Soil:
Rigid from Silva Cell deck to
top of finished pavement surface.
Align with opening in Cell deck.
ArborTie
Tree
KEY PLAN
(for reference only)
Tree
4"(100mm) aggregate sub base, compacted to 95%
Silva Cell base slope to max. 5%
Subgrade below geotextile and aggregate base course, compacted to 95%
Planting soil per Silva Cell specifications,
installed in 8"(200mm) lifts (2 lifts per cell)
Geotextile on compacted subgrade
Paving base course per
project specifications
Tree root package, SEE PLANTING NOTES
Planting soil, tamped to max. 85% compaction below root package
Geogrid. 'J' 6"(150mm) minimum below backfill at base.
Overlap 12"(300mm) minimum at top of Cells.
Backfill, installed in 8"(200mm) lifts, within 4"-6"(100-150mm)
from top of decks, compacted to 95%
3/16" x14"(5mm x 350mm) zip ties, attaching Geogrid
to Silva Cells at each level and at Cell deck
Anchor each Silva Cell to ground with (4) 10"
(250mm) spike,<10mm dia., see Cell base for spike hole
Screw Cell decks to frames after snapping in place (typ.)
DeepRoot UB18-2 Root barrier
Tree trunk, size varies
SEE PLANTING NOTES
1"-3" mulch above tree pit
SEE PLANTING NOTES
4" Perforated capped
PVC pipe
4" aggregate base course
Geotextile, 18"(450mm) minimum overlap past excavation
1"(25mm) air space between Silva Cell deck and planting soil
1-3" wood mulch. SEE PLANTING NOTES
8"(200mm) stand pipe, connected to distribution pipe,
cap shall reach (50mm) above aggregate mulch surface
5" Perforated PVC collection pipe.
SEE PLANTING NOTES
LID EXHIBIT
DETAILS
LID.4
40
THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF TFG DESIGN, LLC. AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE
LANDSCAPE ARCHITECT.
1269 N Cleveland Ave, Loveland CO 80537
(970) 669.3737
design@tfgdesign.com www.tfgdesign.com
ATTN:
SHEET OF
SHEET NUMBER:
SHEET TITLE:
REVISIONS:
PROJECT INFORMATION:
OWNER:
DRAWN BY:
FILE LOCATION: O:\Current Projects\111-Owen Consulting\122FC-Ridgewood\AutoCAD\FP and FUP\DWG\Ridgwood Hills - FP LID.dwg
PLOT DATE: 11/19/2013 7:34 AM
PROJECT NUMBER:
DATE:
PHASE:
M. Timm Development
BILL TIMM
233 CARILLO STREET
SANTA BARBARA, CA 93101
(805) 963-0358
RIDGEWOOD HILLS
FOURTH FILING
AVONDALE RD & TRIANGLE DR
FORT COLLINS, COLORADO
111-122FC
DEC 13, 2013
FP
07-31-2014 FP Resubmittal
41
ARBOR TIE-1
INSPECTION RISER
SILVA CELL-PARKING LOT ISLAND DETAIL
ARBOR TIE-2
SILVA CELL-PARKING LOT ISLAND DETAIL
(TWO TREES)
(SINGLE TREE)
FOOTING
4-6" COBBLE (ENERGY DISSIPATORS)
BELOW CHECK DAM FOR FIRST 18"
SIDE SLOPE
3:1 MAX.
1'
FILTER FABRIC
SEE PLANTING
NOTES
FILTER FABRIC
SEE PLANTING
NOTES
PLANTING MIX. SEE
PLANTING NOTES
COMPACTED SUBGRADE/BACKFILL
CURB CURB. SEE SITE NOTES
DRIVE. SEE SITE NOTES
LANDSCAPE
BOULDERS
STORM WATER
RETENTION
LIP
3:1 TYP
LID EXHIBIT
DETAILS
LID.3
39
THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF TFG DESIGN, LLC. AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE
LANDSCAPE ARCHITECT.
1269 N Cleveland Ave, Loveland CO 80537
(970) 669.3737
design@tfgdesign.com www.tfgdesign.com
ATTN:
SHEET OF
SHEET NUMBER:
SHEET TITLE:
REVISIONS:
PROJECT INFORMATION:
OWNER:
DRAWN BY:
FILE LOCATION: O:\Current Projects\111-Owen Consulting\122FC-Ridgewood\AutoCAD\FP and FUP\DWG\Ridgwood Hills - FP LID.dwg
PLOT DATE: 11/19/2013 7:34 AM
PROJECT NUMBER:
DATE:
PHASE:
M. Timm Development
BILL TIMM
233 CARILLO STREET
SANTA BARBARA, CA 93101
(805) 963-0358
RIDGEWOOD HILLS
FOURTH FILING
AVONDALE RD & TRIANGLE DR
FORT COLLINS, COLORADO
111-122FC
DEC 13, 2013
FP
07-31-2014 FP Resubmittal
41
WATER QUALITY BIOSWALE SWALE
BIOSWALE DETAIL
NORTH BIOSWALE OVERFLOW DETAIL
GRASS SWALE CHECK DAM CHECK DAM - SECTION
POCKET DETAIL
1 2
4
5
3
7
BIOSWALE SIZING TABLE
BIOSWALE WIDTH HEIGHT LENGTH C.A.
NORTH A 7' 4' 110' #1
NORTH B 6' 4' 135' #2
SOUTH A 8' 4' 89' #4
SOUTH B SEE PLAN 30" * SEE PLAN #3
*NON-TRAPAZOIDAL
- SOUTH
LID.2
38
THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF TFG DESIGN, LLC. AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE
LANDSCAPE ARCHITECT.
1269 N Cleveland Ave, Loveland CO 80537
(970) 669.3737
design@tfgdesign.com www.tfgdesign.com
ATTN:
SHEET OF
SHEET NUMBER:
SHEET TITLE:
REVISIONS:
PROJECT INFORMATION:
OWNER:
DRAWN BY:
FILE LOCATION: O:\Current Projects\111-Owen Consulting\122FC-Ridgewood\AutoCAD\FP and FUP\DWG\Ridgwood Hills - FP LID.dwg
PLOT DATE: 11/19/2013 7:34 AM
PROJECT NUMBER:
DATE:
PHASE:
M. Timm Development
BILL TIMM
233 CARILLO STREET
SANTA BARBARA, CA 93101
(805) 963-0358
RIDGEWOOD HILLS
FOURTH FILING
AVONDALE RD & TRIANGLE DR
FORT COLLINS, COLORADO
111-122FC
DEC 13, 2013
FP
07-31-2014 FP Resubmittal
41
IMPERVIOUS CAPTURE
BIOSWALE PRE-TREATMENT
CONTINOUS TREE POCKET W/
PLANTING SOIL
(805) 963-0358
RIDGEWOOD HILLS
FOURTH FILING
AVONDALE RD & TRIANGLE DR
FORT COLLINS, COLORADO
111-122FC
DEC 13, 2013
FP
07-31-2014 FP Resubmittal
41
INDEX TO DRAWINGS
LEGEND:
IMPERVIOUS CAPTURE
LID DATA TABLE:
AREA UNIT PERCENTAGE
TOTAL IMPERVIOUS: 264,087 SF
BUILDING 81,986 SF
SIDEWALKS 43,826 SF
SPORT COURT 5,500 SF
POOL DECK 4,789 SF
DRIVES & PARKING 127,986 SF
TOTAL DRIVES & PARKING: 127,986 SF
TOTAL DRIVES, PARKING & BUILDING: 209,972 SF 100%
TOTAL PRETREATMENT CAPTURE: 173,616 SF 83%
SOUTH CAPTURE 117,071 SF 56%
NORTH CAPTURE 56,545 SF 27%
CAPTURE BASIN AREA 1: 27,456
CAPTURE BASIN AREA 2: 29,089
CAPTURE BASIN AREA 3: 53,282
CAPTURE BASIN AREA 4: 26,811
CAPTURE BASIN AREA 5: 23,039
CAPTURE BASIN AREA 6: 13,939
BIOSWALE PRE-TREATMENT
CONTINOUS TREE POCKET W/
PLANTING SOIL
CAPTURE BASIN AREAS:
TOTAL: 173,616