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Home My WebLink AboutREMINGTON GREENWAY - Filed STR-STREETS - 2018-06-05C1-311 C1-311 C1-311 C1-311 C1-311 C1-311 C1-311 C1-311 C1-311 C1-311 SEE SHEET 15 FOR REVISED ELIZABETH INTERSECTION DESIGN C1-311 C1-311 C1-311 C1-311 C1-311 C1-311 C1-311 C1-311 C1-311 C1-311 C1-311 C1-311 C1-311 C1-311 C1-311 C1-311 C1-311 C1-311 C1-311 C1-311 C1-311 C1-311 C1-311 C1-311 C1-311 C1-311 Item Discription Quantity Unit 202-01 Removal of Asphalt Mat 1444 SY 202-02 Removal of Curb and Gutter 536 LF 202-03 Removal of Sidewalk 175 SY 202-04 202-04 Removal of Concrete Channel 82 LF 202-05 Removal of Sidewalk Culvert 2 EA 210-01 Relocate Sprinkler Valve Box 1 EA 210-02 Adjust Fire Hydrant Assembly 1 EA 210-03 Adjust Valve Box 1 EA 210-04 Relocate Water Meter Pit and Curb Stop 1 EA 210-05 Relocate Metal Box 1 EA 412-01 Concrete RAB (8 Inch) Intersection Pavement 880 SY 412-02 Concrete Crosswalk - Colored (8 Inch) 121 SY 608-01 Concrete Sidewalk (6 Inch) 208 SY 608-02 Concrete Curb Ramp 90 SY 609-01 Vertical Curb and Gutter 427 LF 609-02 Rollover Curb and Gutter 430 LF 610-01 Median Cover Material (Splitter Islands) (8" Patterned Concrete) 293 SF 610-01 Median Cover Material (Center of RAB) (8" Patterned Concrete) 1521 SF 202-01 Removal of Asphalt Mat 103 SY 202-02 Removal of Curb and Gutter 139 LF 202-03 Ramp Removal 16 LF 210-03 Adjust Box 1 EA 403-01 Hot Mix Asphalt (Full Depth) (Assumed 8") 20 TON 604-01 Modified Area Inlet 1 EA 608-01 Concrete Sidewalk (6 Inch) 31 SY 608-01 Concrete Bus Stop (6 Inch) 21 SY 608-02 Concrete Curb Ramp 52 SY 609-01 Vertical Curb and Gutter 145 LF 609-03 Barrier Curb 42 LF 609-05 Concrete Channel (2 Foot) 17 LF 624-01 Inch Perforated Pipe 38 LF 624-02 Cleanout (Underdrain) 1 EA 624-03 Rain Garden 1 LS 202-02 Removal of Curb and Gutter 25 LF 202-03 Removal of Sidewalk 8 SY 202-06 Removal of Sign 1 EA 608-02 Concrete Curb Ramp 4 SY 609-01 Vertical Curb and Gutter 15 LF 609-04 Gluedown Curb 330 LF 610-02 Meadian Cover Material (Bulb-out)(4"Patterned Concrete) 860 SF 202-01 202-01 Removal of Asphalt Mat 102 SY 202-02 Removal of Curb 50 LF 403-01 Hot Mix Asphalt (Assumed 8") 17 TON 608-03 Sidewalk Chase 50 LF 609-01 Vertical Curb and Gutter 61 LF 609-04 Gluedown Curb 108 LF 610-01 Median Cover Material (Bulb-out) (4" Patterned Concrete) 1008 SF 609-04 Gluedown Curb 246 LF 610-01 Median Cover Material (Bulb-out) (4" Patterned Concrete) 1201 SF 609-04 Gluedown Curb 197 LF 610-01 Median Cover Material (Bulb-out) (4" Patterned Concrete) 944 SF REMINGTON/OLIVE INTERSECTION REMINGTON/LAUREL INTERSECTION (ROUNDABOUT) REMINGTON BETWEEN LAKE AND PITKIN REMINGTON/ELIZABETH INTERSECTION REMINGTON/LAKE INTERSECTION REMINGTON/MAGNOLIA INTERSECTION C1-311 C1-311 Sheet Date: Sheet Number: Drawing Name: Drawn by: Designed by: Revisions 1603 Oakridge Drive Fort Collins, CO 80525 (970) 223-7577 fax (970) 223-1827 Landscape Architecture Urban Design Graphic Design Checked by: NORTH 0 SCALE: Project Number: Project: Client: REMINGTON BIKE BOULEVARD CITY OF FORT COLLINS 281 N COLLEGE LANDSCAPE PLAN 1437 4.15.2015 CS 1" = 10' 5' 10' 20' MM AV MM CS COVER SHEET LANDSCAPE PLAN L1 LANDSCAPE PLAN L2 LANDSCAPE DETAILS IRRIGATION PLAN IR1.00 IRRIGATION PLAN IR2.0 IRRIGATION DETAILS Owner: CITY OF FORT COLLINS Contact: Tim Kemp e-mail: tkemp@fcgov.com Ph: 970-416-2719 Civil Engineer: INTERWEST CONSULTING GROUP Contact: Mike Oberlander e-mail: moberlander@interwestgrp.com Ph: 303.367.2671 Landscape Architect: BHA DESIGN, INC. Contact: Mike McBride e-mail: mmcbride@bhdesign.com Ph: 970.223.7577 Irrigation Design: HINES IRRIGATION CONSULTANTS 3 AR PA 3 CE PL 7 PE PI 3 BO GR 3 YU GL 3 GE MA 7 PO NE 3 GE MA 3 AR PA EDGER 3 BO GR 7 PE PI 1 YU GL 3 CH NA 5 LI PE 4 BO CU 7 CO AU 3 BO GR 3 AR FR 1 RH TR 5 OE CA 5 PE PI 3 AR FR 1 CH NA 3 AR PA EDGER EDGER 5 CE PL 3 BO GR 5 LI PE 7 AU SA 5 SE AJ EDGER EDGER 6 GE MA 7 PO NE 3 AR PA (2) LANDSCAPE BOULDERS (1) 1.5 TON, (1) .5 TON (3) LANDSCAPE BOULDERS (2) 1 TON, (1) .5 TON 7 PO NE 5 GE MA 4 GE MA 5 PO NE 3 AR PA 7 AU SA 1 PR PB 5 CH NA 2 RH TR 3 YU GL 3 CH NA 1 RH TR 2 PR PB 3 BO GR 5 SE AJ 7 OE CA 5 SE AJ 5 BO CU 1 RH TR 3 YU GL WHITE COBBLE BY ARTIST TYPE 3 ROCK MULCH GLOW IN THE DARK CONCRETE BAND BY ARTIST 5 YU GL 3 ER UM 2 AR FR 5 SE AJ 3 YU GL 3 AR FR 3 ER UM 3 YU GL 3 SE AJ 4 AR FR 3 ER UM MULCH PER PLAN SPECIFIED BACKFILL MATERIAL, WATER AND TAMP TO REMOVE AIR POCKETS CONSTRUCT WATERING RING AROUND SHRUB AT EDGE OF PLANTING PIT TO CONTAIN WATER TO A DEPTH OF 2" 2X ROOTBALL DIAMETER SCARIFY SIDES AND BOTTOM PROVIDE FERTILIZER PACKETS PLANT ROOT BALL SLIGHTLY ABOVE GRADE INSTALL CEDAR WOOD MULCH RING TO EXTENTS OF AROUND BASE TO A DEPTH OF 4". COBBLE EDGE PERENNIALS AND GRASSES BOULDER SLAB FACE ANGLED WITH GRADE VERTICAL EDGE OF BOULDER SIDEWALK STRUCTURAL BACKFILL 'RIDGE' TO ACCOMMODATE SANDSTONE BOULDER PLACEMENT TOP SOIL STREET 2' OF EXPOSED BOULDER FACE NOTES: 1. BOULDER LENGTH AND WIDTH DIMENSIONS PER PLAN. SLABS SHALL BE MINIMUM 24" THICK TO ACHIEVE SLANTED RIDGE. CONTRACTOR SHALL SUBMIT PHOTOS OF BOULDERS AT QUARRY FOR OWNER'S REPRESENTATIVE TO REVIEW AND APPROVE PRIOR TO DELIVERY ON SITE. INCLUDE A RULER IN THE PHOTO FOR SCALE. 2. OWNER'S REPRESENTATIVE SHALL REVIEW AND APPROVE BOULDER LOCATIONS PRIOR TO PLACEMENT. LOCATIONS SHALL BE STAKED FOR REVIEW. PROVIDE 2' BERM ON BACK SIDE OF SLAB THAT COVERS TOP OF SLAB AND EXPOSES VERTICAL EDGE 6" RADIUS AROUND PERENNIALS AND ORNAMENTAL GRASSES TO BE MULCHED USING WOOD MULCH TO ALLOW FOR PLANT GROWTH 6" 1 1" A1 Drip 1" A2 Drip 1" Drip A3 1" A4 Drip 2 A 3 14 A1 1" F A 1 2 3 4 Sheet Date: Sheet Number: Drawing Name: Drawn by: Designed by: Revisions 1603 Oakridge Drive Fort Collins, CO 80525 (970) 223-7577 fax (970) 223-1827 Landscape Architecture Urban Design Graphic Design Checked by: NORTH 0 SCALE: Project Number: Project: Client: REMINGTON BIKE BOULEVARD CITY OF FORT COLLINS 281 N COLLEGE IRRIGATION PLAN 1437 2.21.2015 1" = 10' 5' 10' 20' MM AV MM C1-311 C1-311 WATER METER ADDRESS: 202 E LAUREL ST C1-311 C1-311 Sheet Date: Sheet Number: Drawing Name: Drawn by: Designed by: Revisions 1603 Oakridge Drive Fort Collins, CO 80525 (970) 223-7577 fax (970) 223-1827 Landscape Architecture Urban Design Graphic Design Checked by: NORTH 0 SCALE: Project Number: Project: Client: REMINGTON BIKE BOULEVARD CITY OF FORT COLLINS 281 N COLLEGE IRRIGATION DETAILS 1437 2.21.2015 1" = 5' 2.5' 5' 10' MM AV MM MASTER VALVE ASSEMBLY BACKFLOW PREVENTION UNIT FLOW SENSOR ASSEMBLY ISOLATION GATE VALVE ASSEMBLY REMOTE CONTROL DRIP VALVE ASSEMBLY SINGLE OUTLET EMITTER ASSEMBLY MULTIPLE OUTLET EMITTER ASSEMBLY FOR TREES IN BEDS DRIP FLUSH CAP ASSEMBLY 9 PEDESTAL MOUNT CONTROLLER ASSEMBLY 10 TYPICAL TRENCHING DETAIL 11 TYPICAL SLEEVING DETAIL 24" min. 12 QUICK COUPLING VALVE ASSEMBLY C1-311 C1-311 Sheet Date: Sheet Number: Drawing Name: Drawn by: Designed by: Revisions 1603 Oakridge Drive Fort Collins, CO 80525 (970) 223-7577 fax (970) 223-1827 Landscape Architecture Urban Design Graphic Design Checked by: NORTH 0 SCALE: Project Number: Project: Client: REMINGTON BIKE BOULEVARD CITY OF FORT COLLINS 281 N COLLEGE LANDSCAPE PLAN 1437 10.7.15 CS 5' 10' 20' MM AV MM CS COVER SHEET LANDSCAPE PLAN L1 LANDSCAPE PLAN IRRIGATION PLAN IR1.01 IRRIGATION PLAN Owner: CITY OF FORT COLLINS Contact: Tim Kemp e-mail: tkemp@fcgov.com Ph: 970-416-2719 Civil Engineer: INTERWEST CONSULTING GROUP Contact: Mike Oberlander e-mail: moberlander@interwestgrp.com Ph: 303.367.2671 Landscape Architect: BHA DESIGN, INC. Contact: Mike McBride e-mail: mmcbride@bhdesign.com Ph: 970.223.7577 Irrigation Design: HINES IRRIGATION CONSULTANTS Contact: Nate Hines e-mail: nate@hinesirrigation.com Ph: 970.282.1800 REMINGTON RAIN GARDEN PEBBLE MOSAIC BY ARTIST 6" - 15" GREY-TAN COBBLE MULCH OVER WEED BARRIER FABRIC 5 BO GR 3 RU FU 5 PA VI 3 RU FU 3 JU BS 5 BO GR 5 LI NA FG 92.75 FG 92.70 FG 92.65 FG 92.60 TB 94.1 TC 93.8 TC APPX. 93.60 FG 93.52 TW 94.52 BUFF SANDSTONE WALL ROCK, 8" W. X 8" L. X HEIGHT VARIES PROVIDE GAPS IN LOW POINTS OF MOSAIC FOR DRAINAGE MIX: 50" 3"-6"" TAN RIVER ROCK MULCH 50% 3/4" TAN RIVER ROCK MULCH OVER WEED BARRIER FABRIC SECTION A-A TC APPX. 93.80 FG 92.80 FG 93.63 TW 94.43 A A A A B B B B B B B B B B B C C C C C C C C TC APPX. 93.95 TW 94.28 3 IR MI 3 IR MI SMOOTH, ROUND GREY-TAN RIVER BOULDERS, SIZE PER PLAN BURY 1/3-1/2 INTO GRADE A - 2' DIAMETER B - 1.5' DIAMETER C - 1' DIAMETER 4 14 A1 1" F A 1 2 3 4 Sheet Date: Sheet Number: Drawing Name: Drawn by: Designed by: Revisions 1603 Oakridge Drive Fort Collins, CO 80525 (970) 223-7577 fax (970) 223-1827 Landscape Architecture Urban Design Graphic Design Checked by: NORTH 0 SCALE: Project Number: Project: Client: REMINGTON BIKE BOULEVARD CITY OF FORT COLLINS 281 N COLLEGE IRRIGATION PLAN 1437 2.21.2015 1" = 5' 2.5' 5' 10' MM AV MM C1-311 C1-311 Item No. Item Description Quant Unit Quantity % Complete 201-01 Clearing and Grubbing 1 LS 1 100% 202-01 Removal of Asphalt Mat 1,649 SY 1580.22 96% 202-02 Removal of Curb and Gutter 750 LF 497 66% 202-03 Removal of Sidewalk 199 SY 262 132% 202-04 Removal of Concrete Channel 82 LF 82 100% 202-05 Removal of Sidewalk Culvert 2 EA 2 100% 202-06 Removal of Sign 1 EA 0 0% 208-01 Inlet Protection (IP) 9 EA 0 0% 208-02 Gravel Bag Curb Protection 22 EA 12 55% 208-03 Concrete Washout Structure 2 EA 1 50% 208-04 Erosion Control Supervisor 20 HR 0 0% 210-01 Relocate Sprinkler Valve Box 1 EA 1 100% 210-02 Adjust Fire Hydrant Assembly 1 EA 0 0% 210-03 Adjust Valve Box 1 EA 1 100% 210-04 Relocate Water Meter Pit and Curb Stop 1 EA 1 100% 210-05 Relocate Metal Box 1 EA 1 100% 210-06 Remove and Reset Art in Public Places 1 EA 1 100% 304-01 Aggregate Base Course (Class 6) (10" Depth) 100 TON 0 0% 403-01 Hot Mix Asphalt (8" Depth) 37 TON 64.84 175% 403-02 Hot Mix Asphalt (10" Depth) 0 TON 0 0% 412-01 Concrete Pavement (8 Inch) 880 SY 775 88% 412-02 Concrete Pavement (Special) (8 Inch) 121 SY 121 100% 604-01 Modified Area Inlet 1 EA 1 100% 608-01 Concrete Flatwork (6 Inch) 260 SY 279.67 108% 608-02 Concrete Curb Ramp 146 SY 146 100% 608-03 Sidewalk Chase 50 LF 50 100% 609-01 Vertical Curb and Gutter 648 LF 648 100% 609-02 Rollover Curb and Gutter 430 LF 418 97% 609-03 Barrier Curb 42 LF 42 100% 609-04 Gluedown Curb 741 LF 772 104% 609-05 Concrete Channel (2 Foot) 17 LF 17 100% 610-01 Median Cover Material (8" Patterned Concrete) 1,814 SF 1802 99% 610-02 Median Cover Material (4" Patterned Concrete) 2,919 SF 2225.33 76% 624-01 Pipe (Perforated 6") 38 LF 38 100% 624-02 Cleanout (Underdrain) 1 EA 1 100% 624-03 LID (Rain Garden) 1 LS 1 100% 626-01 Mobilization 1 LS 1 100% 630-01 Flagging 40 HR 40 100% 630-02 Traffic Control Inspection 50 DAY 50 100% 630-03 Traffic Control Management 25 DAY 25 100% 630-04 Portable Message Sign Panel 20 DAY 20 100% 630-05 Construction Traffic Control 1 LS 1 100% LANDSCAPE ITEMS 212-01 Fine Grading 3,500 SF 3500 100% 212-02 Topsoil Import 40 CY 40 100% 212-03 Soil Amendment - 3 CY per 1,000 SF 12 CY 12 100% 213-01 Landscape Weed Barrier Fabric 330 SY 330 100% 213-02 Inorganic Mulch (Special) (3/4" Rock Mulch) 12 TON 12 100% 213-03 Inorganic Mulch (Special) (3-6" Cobble) 22 TON 22 100% 213-04 Inorganic Mulch (Special) (6-15" Cobble) 23 TON 23 100% 213-05 Mulching (Special) (Medium Bark Mulch) 12 CY 12 100% 213-06 Metal Landscape Border 96 LF 96 100% 213-07 Boulder - Red Sandstone 15 EA 15 100% 213-08 Boulder Slab - Red Sandstone 9 EA 12 133% 213-09 Inorganic Mulch (Special) (1.5" Rock Mulch) 0 TON 0 0% 213-10 Inorganic Mulch (Special) (Mexican Beach Pebbles) 0 TON 0 0% 213-11 Inorganic Mulch (Special) (3/4" Black Granite Chips) 0 TON 0 0% 213-13-6 Inorganic Mulch (Art Base) (2-4" Angular Rock) 2 TON 2 100% 213-14-6 Inorganic Mulch (Art Base) (3/4" Angular Rock) 5 TON 5 100% 213-15-6 Buff Sandstone Rock Wall (Including Concrete) 40 LF 40 100% 213-16-6 River Boulder (1' Diameter) 8 EA 8 100% 213-17-6 River Boulder (1.5' Diameter) 11 EA 11 100% 213-18-6 River Boulder (2' Diameter) 4 EA 4 100% 214-01-6 Shrub - 5 Gal. 6 EA 6 100% 214-02-6 Ornamental Grass - 1 Gal. 15 EA 15 100% 214-03-6 Perennial - 1 Gal. 32 EA 32 100% 623-02-6 Irrigation - Rain Garden 1 LS 1 100% 630-01-8 Flagging 373 HR 341 91% 630-02-8 Traffic Control Inspection 33 DAY 33 100% 630-03-8 Traffic Control Management 31 DAY 30 97% 630-04-8 Portable Message Sign Panel 34 DAY 34 100% 210-07-9 Water Meter and Backflow Preventer Parts 1 LS 1 100% C1-311 C1-311 214-01 Shrub - 5 Gal. 54 EA 54 100% 214-02 Ornamental Grass - 1 Gal. 35 EA 35 100% 214-03 Perennial - 1 Gal 196 EA 196 100% 613-01 2" Electrical Conduit 250 LF 233 93% 623-01 Irrigation - Laurel Intersection 1 LS 1 100% CHANGE ORDER SUMMARY 203-01-4 Excavation of Trench for City Light & Power 1 LS 1 100% 212-01-6 Fine Grading 350 SF 350 100% 212-02-6 Topsoil Import 20 CY 20 100% 213-02-6 Inorganic Mulch (Special) (3/4" Rock Mulch) 2 TON 2 100% 213-03-6 Inorganic Mulch (Special) (3-6" Cobble) 3 TON 3 100% 213-04-6 Inorganic Mulch (Special) (6-15" Cobble) 10 TON 10 100% 213-12-6 Mulching (Special) (Shredded Cedar) 1 CY 1 100% Original Contract + Change Orders To Date C1-311 C1-311 GRADING LEGEND FG FINISH GRADE TC TOP OF CURB TW TOP OF WALL TB TOP OF BOULDER 3 SE AJ 3 LI NA FG 93.33 TW 93.58 TC APPX. 93.40 TC APPX. 93.35 TW 93.68 3 JU BS 3 IR MI 3 SE AJ 3 IR MI MULCH PER PLAN SPECIFIED BACKFILL MATERIAL, WATER AND TAMP TO REMOVE AIR POCKETS CONSTRUCT WATERING RING AROUND SHRUB AT EDGE OF PLANTING PIT TO CONTAIN WATER TO A DEPTH OF 2" 2X ROOTBALL DIAMETER SCARIFY SIDES AND BOTTOM PROVIDE FERTILIZER PACKETS PLANT ROOT BALL SLIGHTLY ABOVE GRADE INSTALL SHREDDED CEDAR WOOD MULCH RING TO EXTENTS OF AROUND BASE TO A DEPTH OF 4". 6" RADIUS AROUND PERENNIALS AND ORNAMENTAL GRASSES TO BE MULCHED USING SHREDDED CEDAR WOOD MULCH TO ALLOW FOR PLANT GROWTH 6" RADIUS MULCH PER PLAN EXISTING BARRIER CURB TC APPX. 93.60 FINAL 4" TO FINISH GRADE PEBBLE MOSAIC BY ARTIST 3% 9" THICK COLLOIDAL CONCRETE, SLOPE TOP OF CONCRETE AT 5% TOWARDS CHANNEL 4" OF 2-4" COMPACTED ANGULAR ROCK (2) 4" LIFTS OF 3/4" COMPACTED ANGULAR ROCK, PROVIDE FINISH GRADE -4" EXISTING SIDEWALK 8" BUFF SANDSTONE WALL ROCK STANDING ON END, BURY MIN. 1/3 INTO GRADE 24" DEEP BIORETENTION SAND MEDIA 2' 6" PEA GRAVEL DIAPHRAM 18" MIN. CDOT NO. 4 FILTER MATERIAL TOPSOIL PERMEABLE LINER 10 MIL VISQUEEN LINER 5% MULCH PER PLAN Sheet Date: Sheet Number: Drawing Name: Drawn by: Designed by: Revisions 1603 Oakridge Drive Fort Collins, CO 80525 (970) 223-7577 fax (970) 223-1827 Landscape Architecture Urban Design Graphic Design Checked by: NORTH 0 SCALE: Project Number: Project: Client: REMINGTON GREENWAY CITY OF FORT COLLINS LANDSCAPE DETAILS 1437 10.7.15 L1 1" = 5' 2.5' 5' 10' MM AV MM 1 - PERENNIAL AND GRASS PLANTING 2 - SHRUB PLANTING RAIN GARDEN PLANT LIST 1 FOR CONSTRUCTION - 6.9.15 SECTION A-A COLLOIDAL CONCRETE DESCRIPTION: COLLOIDAL CONCRETE, 1,500 PSI CONCRETE MIX PROPORTIONS (PER CUBIC YARD) CEMENT ASTM C-150 400 LB FLY ASH ASTM C-618 200 LB INT. AGGREGATE #8 ASTM C-33 2900 LB AEA ASTM C-260 2 OZ COLLOIDAL REAGENT BAG 1 BAG/CY WATER ASTM C-94 242 LB (29 GAL) PHYSICAL PROPERTIES OF MIX (TARGETS) SLUMP (IN) 1-2 IN AIR CONTENT (%) 12-19% UNIT WEIGHT (WET) [PCF] 137.9 PCF YIELD 27.14 CU FT WATER/CEMENT RATIO 0.40 MAX SYMBOL BOTANICAL NAME COMMON NAME SIZE ROOT QUANTITY EVERGREEN SHRUBS JU BS Juniperus squamata 'Blue Star' Blue Star Juniper 3 Gal. Cont. 6 ORNAMENTAL GRASSES BO GR Bouteloua gracilis 'Bonde Ambition' Blonde Ambition Grama Grass 1 Gal. Cont. 10 PA VI Panicum virgatum 'Shenandoah' Red Switch Grass 1 Gal. Cont. 5 PERENNIALS IR MI Iris missouriensis Rocky Mountain Iris 1 Gal. Cont. 12 LI NA Linum narbonense Narbonne Blue Flax 1 Gal. Cont. 8 RU FU Rudbeckie fulgida 'Goldstrum' Black Eyed Susan 1 Gal. Cont. 6 SE AJ Sedum 'Autumn Joy' Autumn Joy Stonecrop 1 Gal. Cont. 6 C1-311 C1-311 LANDSCAPE PACKAGE LANDSCAPING & IRRIGATION TEAM DIRECTORY INDEX VICINITY MAP RAIN GARDEN 1 FOR CONSTRUCTION - 6.9.15 C1-311 C1-311 RADIUS MULCH PER PLAN COMPACTED SUBGRADE NOTES: 1. BOULDER SIZE PER PLAN. CONTRACTOR SHALL SUBMIT PHOTOS OF BOULDERS AT QUARRY FOR OWNER'S REPRESENTATIVE TO REVIEW AND APPROVE PRIOR TO DELIVERY ON SITE. INCLUDE A RULER IN THE PHOTO FOR SCALE. 2. OWNER'S REPRESENTATIVE SHALL REVIEW AND APPROVE BOULDER LOCATIONS PRIOR TO PLACEMENT. LOCATIONS SHALL BE STAKED FOR REVIEW. BURY 1/3 OF BOULDER BELOW ADJACENT FINISHED GRADE MULCH TOP OF BOULDER SHALL BE LEVEL Sheet Date: Sheet Number: Drawing Name: Drawn by: Designed by: Revisions 1603 Oakridge Drive Fort Collins, CO 80525 (970) 223-7577 fax (970) 223-1827 Landscape Architecture Urban Design Graphic Design Checked by: NORTH 0 SCALE: Project Number: Project: Client: REMINGTON GREENWAY CITY OF FORT COLLINS LANDSCAPE DETAILS 1437 4.15.2015 L2 1" = 5' 2.5' 5' 10' MM AV MM TREE PROTECTION NOTES 1. Within the drip line of any protected existing tree there shall be no cut or fill over a four-inch depth unless a qualified arborist or forester has evaluated and approved the disturbance. 2. All protected existing trees shall be pruned to the City of Fort Collins tree management standards for thinning and cleaning. 3. Prior and during construction, barriers shall be erected around all protected existing trees with such barriers to be of orange fencing a minimum of four (4) feet in height, secured with metal T-posts, no closer than six (6) feet from the trunk or at the drip line, which ever is greater, There shall be no storage or movement of equipment, material, debris or fill within the fenced tree protection zone. Modification of protective fence locations to accommodate construction shall be approved by the City Forester prior to moving or erecting a protective fence. Where the drip line of trees touch or overlap, place fence around groups of trees. 4. During construction there shall be no cleaning of equipment or materials or the storage and disposal of waste material such as paints, oils, solvents, asphalt, concrete, motor oil or any other material harmful to the life of a tree within the drip line of any protected tree or group of trees. 5. No damaging attachments, wires, signs or permits may be fastened to any protected tree. 7. Construction shall be performed in a manner to not damage any existing tree. Clearance pruning of any tree on site shall only be by a Fort Collins licensed arborist following City of Fort Collins tree management standards under the direction of an International Society of Arboriculture Certified Arborist . 8. Equipment access/drives shall be positioned to minimize travel over the root system of any existing tree. Equipment drive locations over the root system of any significant tree shall be approved by the City Forester with requirements to protect the soil from being compacted. 9. Large property areas containing protected trees and separated from construction or land clearing areas, road rights-of-way and utility easements may be "ribboned off," rather than erecting protective fencing around each tree as required in subsection (G)(#) above. This may be accomplished by placing metal t-post stakes a maximum of fifty (50) feet apart and tying ribbon or rope from stake-to-stake along the outside perimeters of such areas being cleared. 6. The installation of utilities, irrigation lines or any underground fixture requiring excavation deeper than six (6) inches shall be accomplished by boring under the root system of protected existing trees at a minimum depth of twenty-four (24) inches. The auger distance is established from the face of the tree (outer bark) and is scaled from the tree diameter at breast height as described in the tree protection chart of the Fort Collins land use code section 3.2.1. 1 - PERENNIAL AND GRASS PLANTING 2 - SHRUB PLANTING RAIN GARDEN 3 - BOULDER SLAB SECTION PLANT LIST SYMBOL BOTANICAL NAME COMMON NAME SIZE ROOT QUANTITY DECIDUOUS SHRUBS CH NA Chrysothamnus nauseosus nauseosus Dwarf Blue Rabbitbrush 5 Gal. Cont. 19 PR PB Prunus besseyi 'Pawnee Buttes' Pawnee Buttes Sandcherry 5 Gal. Cont. 6 RH TR Rhus trilobata 'Autumn Amber' Creeping Three-leaf Sumac 5 Gal. Cont. 7 EVERGREEN SHRUBS AR PA Arctostaphylos x coloradoensis panchito Panchito Manzanita 3 Gal. Cont. 15 YU GL Yucca glauca Soapweed 5 Gal. Cont. 27 ORNAMENTAL GRASSES BO CU Bouteloua curtipendula Sideoats Grama Grass 1 Gal. Cont. 9 BO GR Bouteloua gracilis 'Bonde Ambition' Blonde Ambition Grama Grass 1 Gal. Cont. 15 PERENNIALS AR FR Artemisia frigida Fringed Sage 1 Gal. Cont. 18 AU SA Aurinia saxatilis Basket-of-Gold Alyssum 1 Gal. Cont. 14 CE PL Ceratostigma plumbaginoides Plumbago 1 Gal. Cont. 13 CO AU Coreopsis auriculata 'Nana' Dwarf Coreopsis 1 Gal. Cont. 25 ER UM Eriogonum umberllatum v. aureum 'Kanah Creek' Kannah Creek Sulphur Buckwheat 1 Gal. Cont. 9 GE MA Geranium magniflorum LaVeta Lace La Veta Lace Geranium 1 Gal. Cont. 21 LI PE Linum perenne Blue Flax 1 Gal. Cont. 16 OE CA Oenothera causpitosa White Evening Primrose 1 Gal. Cont. 21 PE PI Penstemon pinifolius Pineleaf Penstemon 1 Gal. Cont. 28 PO NE Potentilla nepalensis Miss Wilmott Cinquefoil 1 Gal. Cont. 26 SE AJ Sedum 'Autumn Joy' Autumn Joy Sedum 1 Gal. Cont. 31 4 - LANDSCAPE BOULDER 1 FOR CONSTRUCTION - 6.9.15 1 C1-311 C1-311 3 CH NA 2 PR PB (3) BOULDER SLABS, (2) 8'X3', (1) 6'X4' 3 YU GL 1 CH NA 9 CO AU 9 PE PI 5 CE PL 9 CO AU 2 RH TR 3 CH NA 3 YU GL 1 PR PB 9 OE CA 6 LI PE 3 SE AJ 3 AR FR 5 SE AJ L3 3 L3 4 (3) BOULDER SLABS, (2) 8'X3', (1) 6'X4' L3 3 L3 4 (2) LANDSCAPE BOULDERS (1) 1 TON, (1) .5 TON L3 4 (2) LANDSCAPE BOULDERS (1) 1 TON, (1) .5 TON L3 4 (3) BOULDER SLABS, (2) 8'X3', (1) 6'X4' L3 3 (2) LANDSCAPE BOULDERS (2) 1 TON L3 4 (3) BOULDER SLABS, (2) 8'X3', (1) 6'X4' L3 3 (2) LANDSCAPE BOULDERS (1) 1 TON, (1) .5 TON L3 4 (1) LANDSCAPE BOULDERS (1) 1.5 TON L3 4 2' BERM THIS SIDE OF BOULDERS 2' BERM THIS SIDE OF BOULDERS 2' BERM THIS SIDE OF BOULDERS 2' BERM THIS SIDE OF BOULDERS (1) LANDSCAPE BOULDERS (1) 1 TON L3 4 TYPE 1 ROCK MULCH WOOD MULCH TYPE 2 ROCK MULCH Sheet Date: Sheet Number: Drawing Name: Drawn by: Designed by: Revisions 1603 Oakridge Drive Fort Collins, CO 80525 (970) 223-7577 fax (970) 223-1827 Landscape Architecture Urban Design Graphic Design Checked by: NORTH 0 SCALE: Project Number: Project: Client: REMINGTON BIKE BOULEVARD CITY OF FORT COLLINS 281 N COLLEGE LANDSCAPE PLAN 1437 4.15.2015 L1 1" = 10' 5' 10' 20' MM AV MM REMINGTON & LAUREL LEGEND C1-311 C1-311 Contact: Nate Hines e-mail: nate@hinesirrigation.com Ph: 970.282.1800 REMINGTON BIKE BOULEVARD LANDSCAPE PACKAGE LANDSCAPING & IRRIGATION TEAM DIRECTORY INDEX VICINITY MAP PROJECT AREA REMINGTON AND LAUREL RAIN GARDEN 1 FOR CONSTRUCTION - 6.9.15 1 C1-311 C1-311