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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