Loading...
HomeMy WebLinkAboutMULBERRY STREET OVER POUDRE RIVER PHASE 2 - Filed STR-STREETS - 2018-06-05RIVERSIDE AVENUE 4960 RIGHT OF WAY EAST BOUND MULBERRY STREET (SH 14) COBBLE MULCH, TYP. WOOD MULCH, TYP. 1C,1B,1A,1B 1D,1C,1B,3A,1B,2C 1B,2A,2B,3C,2D WEST BOUND MULBERRY STREET (SH 14) 4963 4964 4965 4962 4962 4961 4960 4960 4961 4959 4958 4950 4945 4940 4950 4955 4960 19'-9" 28'-8" 50'-3" 29'-11" 44'-4" D1 5 1D, 2C TYPICAL MEDIAN SECTION 44' 12'-9" EXISTING CONTOUR, TYP PROPOSED CONTOUR, TYP STEEL EDGER, TYP. STEEL EDGER, TYP. INLET PROTECTION INLET PROTECTION BOULDER RETAINING WALL. STACK BOULDERS TO RETAIN GRADE FOR PLANTING AREA, STEP BOULDERS WITH GRADE TOP OF END BOULDER SHALL BE A MINIMUM 6" ABOVE TOP OF WALL TOP OF END BOULDER SHALL BE A MINIMUM 6" ABOVE TOP OF FINISH GRADE EXTEND WOOD MULCH REMOVE EXISTING GEOTEXTILE FABRIC & WEEDS BETWEEN BOULDERS AND SIDEWALK. ADD TOPSOIL SO GRADE MATCHES EXISTING PLANTING BED D2 1 COBBLE MULCH 4957 4959 4956 4956 4957 4955 4952 4951 4951 4952 4953 4945 4940 4950 4955 4950 4954 4953 WEST BOUND MULBERRY STREET (SH 14) EAST BOUND MULBERRY STREET (SH 14) COBBLE MULCH, TYP. WOOD MULCH, TYP. STEEL EDGER, TYP. 4950 4955 4950 4945 4940 4945 4945 4940 2B,3A,3B,3C,2D 3C,2B,4A,2B,3C 1C,2B,3A,3B,3C,3D 1C,2B,3A,2B,2C,1D EXISTING DOUBLE CURB EXISTING BRIDGE RAIL TERMINUS COLUMN 4954 4953 EXISTING BRIDGE RAIL TERMINUS COLUMN EXISTING BRIDGE RAIL & PEDESTRIAN RAILING EXISTING BRIDGE RAIL & PEDESTRIAN RAILING BRIDGE RAISED MEDIAN, EXISTING 41'-5" 50' 46'-2" 98'-4" 44'-8" 63'-7" 34'-5" 39'-1" D1 5 TYPICAL MEDIAN SECTION STEEL EDGER, TYP. STEEL 4945 4940 4935 PLANTER POT LAYOUT - WEST PLINTH PLANTER POT LAYOUT - MIDDLE PLINTHS PLANTER POT LAYOUT- EAST PLINTH EXISTING RAISED MEDIAN & PLINTHS EXISTING BRIDGE RAIL & PEDESTRIAN RAILING (4) EXISTING BRIDGE COLUMNS EXISTING BRIDGE RAIL & PEDESTRIAN RAILING (4) EXISTING BRIDGE COLUMNS D4 1 D4 2 D5 1 D1 TYPICAL PLANTER POT 6 100YR FLOODPLAIN 500YR FLOODPLAIN FLOODWAY FLOODWAY EXISTING RIPRAP EXISTING RIPRAP D5 2 COBBLE MULCH WOOD MULCH BUFF SANDSTONE BOULDERS 2' H x 2' W x 4' L 2' H x 2' W x 3' L 2' H x 2' W x 2' L 20" H x 1.5' W x 1.5' L A B C COBBLE D KEY MAP LEGEND MATCHLINE - SEE SHEET S2 SITE PLAN City of fcgov.com/engineering Engineering 11 S3 MATCHLINE - SEE SHEET S4 0' 10' 20' 40' BHA Design Incorporated 1603 Oakridge Drive Fort Collins, Colorado 80525 voice: 970.223.7577 www.bhadesign.com 4940 4944 4945 4944 4943 4939 4940 4938 4937 4938 LEMAY AVENUE WEST BOUND MULBERRY STREET (SH 14) EAST BOUND MULBERRY STREET (SH 14) LEMAY AVENUE COBBLE MULCH, TYP. WOOD MULCH, TYP. STEEL EDGER, TYP. EXISTING BRIDGE RAIL TERMINUS COLUMN EXISTING BRIDGE RAIL TERMINUS COLUMN EXISTING RAISED BRIDGE MEDIAN EXISTING MSE WALLS EXISTING PEDESTRIAN RAILING EXISTING MSE WALLS EXISTING PEDESTRIAN RAILING 11'-10" 28'-9" 13'-9" 33'-9" 20'-8" 7'-3" 16'-3" EXISTING DOUBLE CURB 4946 STEEL EDGER, TYP. STEEL EDGER, TYP. STEEL EDGER, TYP. 500YR FLOODPLAIN 100YR FLOODPLAIN SIDEWALK CHASE W/ TRENCH GRATE D3 4 D3 NORTH OVERLOOK 1 D3 SOUTH OVERLOOK 2 SIDEWALK CHASE W/ TRENCH GRATE D3 4 EXISTING CONTOUR, TYP PROPOSED CONTOUR, TYP 20'-1" 18'-7" INLET PROTECTION INLET PROTECTION INLET PROTECTION RIVERSIDE AVENUE 4960 RIGHT OF WAY EAST BOUND MULBERRY STREET (SH 14) WEST BOUND MULBERRY STREET (SH 14) 3 RH AR 5 OE MI 5 NE LT 2 BO GR 3 CO MB 6 PE PI 6 SC SO 3 VE CR 3 JU EF 3 MA RB 5 SY OR 7 GA CG 3 GE VI 5 PI GL 3 CO MB 3 GE VI 7 PE AL 3 PI SD 3 PO YG 3 OE MI 3 NE LT 3 AR FR 3 OE MI 5 CO MB 6 LA HI 11 NA TE 5 SE AJ 3 CO CB 3 PI MV 3 CA SP 3 CO MB 3 RO WO 6 PE AL 3 CO MB 3 SY OR 5 VE CR 4 AR FR 4 JU BS 3 YU GL 7 PE PI 9 NA TE 9 GA CG 5 AG CR 3 VE CR 5 AG CR 1 SE AJ 5 SA NE 4950 4940 4945 4950 4955 4960 8 SC BL 3 PH DG 3 JU EF 10 AM CA 5 BE LY 4945 4940 4950 4955 4950 WEST BOUND MULBERRY STREET (SH 14) EAST BOUND MULBERRY STREET (SH 14) 4950 4955 4950 4945 4940 4945 4945 4940 9 SC BL 3 PI SD 5 AR FR 5 CH NA 3 AG SS 4 LI PE 3 AG SS 5 LI PE 3 BO GR 3 MA RB 3 JU CC 5 VE CR 5 CO MB 3 SY AL 2 RH TR 3 GE VI 4 AG CR 3 OE MI 5 SA NE 3 CO MB 5 NE LT 5 GA CG 5 VE CR 5 GA CG 3 CO MB 3 NE LT 11 PA VI 5 AR ME 5 AR ME 4 JA AM 5 PE ST 3 UL JA 5 SA NE 4 JU BS 7 PE ST 8 PE ST 3 JU EF 5 PE ST 5 SA NE 5 CO MB 5 JU SK 7 CA KF 5 PE LS 3 CO MB 11 PE AL 3 CA IN 4940 LEMAY AVENUE WEST BOUND MULBERRY STREET (SH 14) EAST BOUND MULBERRY STREET (SH 14) LEMAY AVENUE 3 CA SP 6 PA VI 5 SY OR 5 GE VI 5 GA CG 3 AR ME 7 AG CR 3 BO GR 3 PI MU 3 SY OR 5 CA IN 3 YU GL 3 PI GL 5 GE VI 3 AR FR 3 YU GL 3 CO MB 5 SA NE 3 VE CR 5 PE AL 3 CO MB 3 YU GL 2 AG CR 5 PE AL 3 NE LT 3 AR FR 3 CO MB 3 CA IN 3 NE LT 3 BO GR 3 AG SS 3 CO MB 3 YU GL 3 PE PI 3 AR FR 2 BO GR 3 PI GL 5 LA HI 3 SE AJ 5 AG SS 5 PE AL 4 PO DE 4 PO AC 5 PO DE 3 PI PO 3 SY IS 5 AC HW 5 AR PA 5 AR FR 1 AR CA 3 AR CA 3 YU GL 2 PI MV 5 JU BS REPRESENTATIVE PLANT LIST City of fcgov.com/engineering Engineering PLANT LIST & NOTES 11 L4 GENERAL NOTES 1. LANDSCAPE MATERIALS SHALL BE IN ACCORDANCE WITH AAN SPECIFICATIONS FOR NUMBER ONE GRADE. 2. TREES TO BE BALLED AND BURLAPPED, UNLESS OTHERWISE NOTED. 3. THE FOLLOWING SEPARATIONS SHALL BE PROVIDED BETWEEN TREES/SHRUBS AND UTILITIES: 3.1. 40 FEET BETWEEN CANOPY TREES AND STREET LIGHTS 3.2. 15 FEET BETWEEN ORNAMENTAL TREES AND STREETLIGHTS 3.3. 10 FEET BETWEEN TREES AND PUBLIC WATER AND SANITARY AND STORM SEWER LINES 3.4. 6 FEET BETWEEN TREES AND WATER AND SANITARY SERVICE LINES 3.5. 4 FEET BETWEEN TREES AND GAS LINES 3.6. 4 FEET BETWEEN SHRUBS AND PUBLIC WATER AND SANITARY AND STORM SEWER LINES 4. FIELD LOCATE UTILITIES PRIOR TO PLANTING. 5. TO THE MAXIMUM EXTENT FEASIBLE, TOPSOIL THAT IS REMOVED DURING CONSTRUCTION ACTIVITY SHALL BE CONSERVED FOR LATER USE ON AREAS REQUIRING REVEGETATION AND LANDSCAPING. 6. THE SOIL IN LANDSCAPE AREAS, INCLUDING PARKWAYS AND MEDIANS, SHALL BE THOROUGHLY LOOSENED TO A DEPTH OF NOT LESS THAN EIGHT (8) INCHES AND SOIL AMENDMENT SHALL BE INCORPORATED INTO THE SOIL OF ALL LANDSCAPE AREAS TO A DEPTH OF AT LEAST SIX (6) INCHES BY TILLING, DISKING OR OTHER SUITABLE METHOD, AT A RATE OF AT LEAST THREE (3) CUBIC YARDS OF SOIL AMENDMENT PER ONE THOUSAND (1,000) SQUARE FEET OF LANDSCAPE AREA. CULTIVATION FOR SOIL IMPROVEMENT SHALL NOT OCCUR IN THE DRIP LINE OF ANY EXISTING TREE. 7. A FREE PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE ANY TREES OR SHRUBS AS NOTED ON THIS PLAN ARE PLANTED, PRUNED OR REMOVED ON THE PUBLIC RIGHT-OF-WAY. THIS INCLUDES ZONES BETWEEN THE SIDEWALK AND CURB, MEDIAN AND OTHER CITY PROPERTY. THIS PERMIT SHALL APPROVE THE LOCATION AND SPECIES TO BE PLANTED. FAILURE TO OBTAIN THIS PERMIT MAY RESULT IN REPLACING OR RELOCATING TREES AND A HOLD ON CERTIFICATE OF OCCUPANCY. 8. THE DEVELOPER SHALL CONTACT THE CITY PARKS DEPARTMENT TO INSPECT AND APPROVE PLANT MATERIALS AND ANY SPECIES SUBSTITUTIONS PRIOR TO INSTALLATION. ALL PLANTS NEED TO HAVE BEEN INSTALLED AS SHOWN ON THE LANDSCAPE PLAN. SEED MIX BHA Design Incorporated 1603 Oakridge Drive Fort Collins, Colorado 80525 voice: 970.223.7577 www.bhadesign.com INSPECTIONS AND WARRANTEE 1. THE LANDSCAPE CONTRACTOR SHALL HOLD A PRE-CONSTRUCTION MEETING WITH THE CITY PROJECT MANAGER. 2. LANDSCAPE ARCHITECT, CITY OF FORT COLLINS FORESTRY AND PARKS DIVISION REPRESENTATIVES TO REVIEW PROJECT REQUIREMENTS. ADDITIONAL ONSITE INSPECTION MEETINGS SHALL BE SCHEDULED DURING THE INSTALLATION PHASE OF THE PROJECT TO INSPECT THE QUALITY OF MATERIALS AND INSTALLATION METHODS. 3. THE LANDSCAPE CONTRACTOR SHALL SCHEDULE AN INSPECTION OF THE COMPLETED LANDSCAPE WORK WITH THE CITY PROJECT MANAGER, LANDSCAPE ARCHITECT AND CITY OF FORT COLLINS PARKS AND FORESTRY DIVISION REPRESENTATIVES WITHIN TWO WEEKS OF FINAL COMPLETION OF LANDSCAPE WORK. PUNCH LIST ITEMS WILL BE IDENTIFIED. IDENTIFIED ITEMS SHALL BE CORRECTED WITHIN TWO WEEKS OF THIS MEETING. UPON CORRECTION OF PUNCH LIST ITEMS THE TWO YEAR MAINTENANCE/WARRANTEE PERIOD SHALL BEGIN. 4. THE LANDSCAPE CONTRACTOR SHALL PROVIDE A TWO YEAR WARRANTEE ON TREES (NOT TRANSPLANTED EXISTING TREES) AND OTHER LANDSCAPE PLANTS AND MATERIALS. DURING THE TWO YEAR WARRANTEE/MAINTENANCE PERIOD THE LANDSCAPE CONTRACTOR SHALL SCHEDULE A MINIMUM OF TWO INSPECTIONS PER YEAR WITH THE CITY PROJECT MANAGER, LANDSCAPE ARCHITECT AND CITY OF FORT COLLINS PARKS AND FORESTRY DIVISION REPRESENTATIVES. THE PURPOSE OF THESE MEETING IS TO EVALUATE GROWTH AND ESTABLISHMENT OF ALL TREES AND LANDSCAPE PLANTS AND THE QUALITY OF MAINTENANCE WORK. ONE INSPECTION SHALL OCCUR IN JUNE AND ONE IN SEPTEMBER EACH YEAR DURING THE WARRANTEE/MAINTENANCE PERIOD. 5. ANY TREE OR LANDSCAPE PLANT THAT IS REPLACED AFTER THE FINAL INSTALLATION INSPECTION SHALL HAVE A FULL WARRANTEE PROVIDED BY THE LANDSCAPE CONTRACTOR FOR MINIMUM OF ONE YEAR OR TO THE END OF THE TWO YEAR WARRANTEE PERIOD WHICHEVER IS LONGER. THIS MAY INVOLVE PROVIDING A WARRANTEE ON INDIVIDUALLY IDENTIFIED PLANTS THAT HAVE BEEN REPLACED DURING THE TWO YEAR WARRANTEE PERIOD THAT EXTENDS PAST THE COMPLETION OF THE TWO YEAR MAINTENANCE/WARRANTEE PERIOD. SYMBOL BOTANICAL NAME COMMON NAME SIZE ROOT QUANTITY H.Z. DECIDUOUS TREES CA SP Catalpa speciosa Northern Catalpa 2.5" Cal. BB 6 L-M PO AC Populus x acuminata Lanceleaf Cottonwood 2.5" Cal. BB 8 M PO DE Populus deltoides monilifera Plains Cottonwood 2.5" Cal. BB 12 M QU BU Quercus buckleyii Texas Red Oak 2.5" Cal. BB 3 L-M 36" TO 48" 6' MIN. 2 TIMES ROOTBALL DIA. 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 GENERAL TREE PLANTING NOTES 1. PRUNE ONLY CROSSOVER LIMBS, CO-DOMINANT LEADERS, AND BROKEN OR DEAD BRANCHES. SOME INTERIOR TWIGS AND LATERAL BRANCHES MAY BE PRUNED; HOWEVER, DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN. 2. MARK NORTH SIDE OF THE TREE IN THE NURSERY AND ROTATE TREE TO FACE NORTH AT THE SITE WHENEVER POSSIBLE. TREES WHOSE NORTH ORIENTATION IS NOT CHANGED FROM THE NURSERY DO NOT NEED TO BE WRAPPED, EXCEPT TREES WITH VERY THIN BARK. 3. EACH TREE SHALL BE PLANTED SUCH THAT THE TRUNK FLARE IS VISIBLE AT THE TOP OF THE ROOT BALL. DO NOT COVER THE TOP OF THE ROOT BALL WITH SOIL. 4. SET TOP OF ROOT BALL FLUSH WITH GRADE OR 1"-2" HIGHER IN SLOWLY DRAINING SOILS. 5. DO NOT PLACE MULCH IN CONTACT WITH TREE TRUNK. 6. PLACE SPECIFIED MULCH IN TREE PLANTING RINGS TO THE DEPTH SPECIFIED, UNLESS OTHERWISE INDICATED. 7. STAKE DECIDUOUSTREES. 8. TREE STAKES TO BE DRIVEN OUTSIDE OF ROOT BALL. WEBBING FOR DECIDUOUS TREES. INSTALL WEBBING ABOVE LOWEST BRANCH. FOR CONIFEROUS TREES INSTALL WEBBING 36" TO 48" ABOVE FINISH GRADE BREATHABLE PAPER OF FABRIC TREE WRAP APPLIED FROM TRUNK FLARE TO FIRST BRANCH. WRAP PAPER FROM BOTTOM UP WITH SUFFICIENT OVERLAP TO COVER BARK. USE MASKING TAPE TO SECURE. WOODEN STAKE WITH. ADJUST TREE STAKE SO THAT TOP IS LEVEL WITH, OR JUST BELOW, FIRST BRANCHES. MULCH PER PLAN BACKFILL MATERIAL REMOVE TWINE, ROPE, WIRE, AND BURLAP FROM ENTIRE ROOT BALL. TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOT BALL DOES NOT SHIFT UNEXCAVATED OR COMPACTED MOUND UNDER THE ROOT BALL TO PREVENT SETTLING. PROVIDE FERTILIZER PACKETS PLANT ROOT BALL SLIGHTLY ABOVE GRADE 12" RADIUS ORGANIC MULCH RING, DO NOT PLACE MULCH IN CONTACT WITH TRUNK ƒ0$; ƒ0,1 GENERAL NOTES 1. OVER EXCAVATE PLANTING PIT TO 2 TIMES THE DIAMETER OF THE ROOT BALL. 2. NYLON WEBBING SHALL NOT TOUCH OR RUB ADJACENT BRANCHES. 3. INSTALL 3 GUY WIRES PER TREE, SPACE EVENLY EXISTING TRENCH DRAIN EXISTING LIGHT HOUSING, TYP. EXISTING RAISED MEDIAN EXISTING IRRIGATION SLEEVES (2) TYPE II PLANTER POTS (ONE BEHIND) (4) TYPE I PLANTER POTS EXISTING RAISED MEDIAN EXISTING IRRIGATION SLEEVES EXISTING LIGHT HOUSING, TYP. (3) TYPE II PLANTER POTS (1) TYPE I PLANTER POTS EXISTING RAISED MEDIAN EXISTING LIGHT HOUSING, TYP. EXISTING IRRIGATION SLEEVES (3) TYPE II PLANTER POTS (1) TYPE I PLANTER POTS NOTES: 1. WHERE BOULDERS ARE ABUTTING, VERTICAL JOINTS BETWEEN BOULDERS SHALL NOT EXCEED 1", TYP. STONE CHINKING NOT ALLOWED. 2. REMOVE SHARP/DANGEROUS EDGES/CORNERS WITH HAMMER FOR SAFETY. 3. CONTRACTOR SHALL FIELD VERIFY EXISTING SLOPES TO DETERMINE NUMBER OF BOULDERS AND AMOUNT OF TOPSOIL NECESSARY TO FILL & RETAIN PLANTING AREA AS SHOWN ON THE PLANS. 4. DESIGN INTENT IS TO INSTALL TOPSOIL TO MATCH ELEVATION AND SLOPE OF EXISTING PLANTING AREA BETWEEN EXISTING RETAINING WALL AND SIDEWALK AND EXTEND SIMILAR GRADES BETWEEN NEW BOULDER WALL AND CURB. SECTION 6" VARIES, SEE GRADING PLAN APPX. 2' BURY 1 3 OF BOULDER, MIN. AS MEASURED FROM DOWNHILL SIDE FINISHED GRADE FILL TOPSOIL TO PROVIDE SIMILAR SLOPE AS EXISTING ADJACENT PLANTING BED BETWEEN BACK OF CURB AND WALL EXISTING GRADE FINISH GRADE TO MATCH EXISTING ADJACENT PLANTING AREA 6" MIN COLORADO BUFF SANDSTONE 6" 3" 1' 41 2" 6" EXPANSION JOINT BOTH SIDES, TYP. NOTES: 1. TRENCH GRATE SHALL BE: MANUFACTURER: IRONSMITH MODEL: ADA CAST IRON TRENCH GRATE 1/4" MAX SLOT OPENING RATED FOR VEHICULAR TRAFFIC PRODUCT #: 9032-6 FINISH: UNFINISHED OR APPROVED EQUIVALENT 2. SUBMIT PRODUCT DATA TO OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION 3. INSTALL PER MANUFACTURERS RECOMMENDATIONS (2)1-1/4" x 1-1/4" x 1/4" STEEL ANGLE 1/2" x 2" NELSON STUD SHOP WELDED TO FRAME AT 24" O.C., TYP. 12" #4 AT 24" O.C., EITHER GREASED OR SLEEVED, TYP. BOTH SIDES 3" SLOPE CHANNEL 2% IN DIRECTION OF FLOW FLOWLINE 1/2" LIP AT FLOWLINE BACK OF SIDEWALK SLOPE PLATE TO MATCH SIDEWALK 2' 6 9" 3 4" 6 1 4" 24' 16' 8' 2' 1' 1' 4' 11' 1' 5' 3' 2' 6" 6" 6" 6" CONCRETE PLANTER, SLOPE BOTTOM DRAIN TO TRENCH DRAIN A B ANNUALS PLANTING AREA, BY OWNER TYP SIDEWALK CHASE WITH TRENCH GRATE, SEE DETAIL 4, THIS SHEET City of fcgov.com/engineering Engineering 11 D4 0' 1' 2' 4' BHA Design Incorporated 1603 Oakridge Drive Fort Collins, Colorado 80525 voice: 970.223.7577 www.bhadesign.com PLANTER POT IRRIGATION LAYOUT SCALE: 1 2" = 1' SCALE: 1 WEST 1/PLINTH 2" = 1' PLANTER POT IRRIGATION LAYOUT SCALE: 2 MIDDLE 1/2" WEST = 1' PLINTH PLANTER POT IRRIGATION LAYOUT NOTE: CONTRACTOR SHALL REVIEW INSTALLED PLANTER POT LOCATIONS W/ OWNER'S REP PRIOR TO FILLING THE POTS. C1-317 C1-317 5'-6" 5'-6" 7' O.C. O.C. O.C. O.C. 7' LOW POINT OF POTS TO BE ALIGNED PERPENDICULAR TO STREET ȭ, AS SHOWN 2'-11" 2'-11" City of fcgov.com/engineering Engineering 11 D5 0' 1' 2' 4' BHA Design Incorporated 1603 Oakridge Drive Fort Collins, Colorado 80525 voice: 970.223.7577 www.bhadesign.com PLANTER POT IRRIGATION LAYOUT SCALE: 1 2" = 1' SCALE: 1 EAST MIDDLE 1/2" = 1' PLINTH PLANTER POT IRRIGATION LAYOUT SCALE: 2 EAST PLINTH 1/2" = 1' PLANTER POT IRRIGATION LAYOUT NOTE: CONTRACTOR SHALL REVIEW INSTALLED PLANTER POT LOCATIONS W/ OWNER'S REP PRIOR TO FILLING THE POTS. C1-317 C1-317 M 14 A1 1" F A 1 2 3 4 5 6 7 8 City of fcgov.com/engineering Engineering IRRIGATION PLAN 9 IR1.0 BHA Design Incorporated 1603 Oakridge Drive Fort Collins, Colorado 80525 voice: 970.223.7577 www.bhadesign.com C1-317 C1-317 1" A29 Drip 1" Drip A28 1" Drip A27 1" A34 Drip 1" A36 10.9 A A A A A A 3 3 3 3 3 3 7 3 1 2 3 4 5 6 7 8 MATCHLINE - SEE SHEET IR1.2 IRRIGATION PLAN City of fcgov.com/engineering Engineering IRRIGATION PLAN 9 IR1.1 0' 10' 20' 40' BHA Design Incorporated 1603 Oakridge Drive Fort Collins, Colorado 80525 voice: 970.223.7577 www.bhadesign.com 1 C1-317 C1-317 1" A24 Drip 1" Drip A30 1" A22 Drip 1" Drip A32 1" Drip A25 1" A31 Drip 1" A26 Drip 1" Drip A21 1" A35 8.33 4 3 3 3 3 3 3 3 3 3 3 3 3 3 8 8 8 K B B K M B B M M 1 2 3 4 5 6 7 8 MATCHLINE - SEE SHEET IR1.1 IRRIGATION PLAN City of fcgov.com/engineering Engineering IRRIGATION PLAN 9 IR1.2 0' 10' 20' 40' BHA Design Incorporated 1603 Oakridge Drive Fort Collins, Colorado 80525 M K 1 2 3 4 5 6 7 8 MATCHLINE - SEE SHEET IR1.4 IRRIGATION PLAN City of fcgov.com/engineering Engineering IRRIGATION PLAN 9 IR1.3 0' 10' 20' 40' BHA Design Incorporated 1603 Oakridge Drive Fort Collins, Colorado 80525 voice: 970.223.7577 www.bhadesign.com MATCHLINE - SEE SHEET IR1.2 C1-317 C1-317 1" Drip A4 1" A16 Drip 1" Drip A12 1" A19 Drip 1" Drip A1 1" Drip A5 1" Drip A11 1" Drip A10 1" Drip A8 1" A20 Drip 1" A7 Drip 1" A9 Drip 1" A3 7.4 1" A2 1" 9.8 8.8 A6 1" A14 1" 9.87 A17 1" 10.0 10.8 A18 1" A15 8.3 1" A13 Drip A K K City of fcgov.com/engineering Engineering IRRIGATION DETAILS 9 IR2.0 BHA Design Incorporated 1603 Oakridge Drive Fort Collins, Colorado 80525 voice: 970.223.7577 www.bhadesign.com PRESSURE REGULATING VALVE BACKFLOW PREVENTION UNIT ISOLATION GATE VALVE ASSEMBLY REMOTE CONTROL DRIP VALVE ASSEMBLY QUICK COUPLING VALVE ASSEMBLY MASTER VALVE & FLOW SENSOR ASSEMBLY 2 REMOTE CONTROL TURF VALVE ASSEMBLY PVC MAINLINE TO SYSTEM 3/4-INCH WASHED GRAVEL 3.0-INCH MINIMUM DEPTH OF VALVE BOX WITH COVER: 3/4-INCH BACKFLOW PREVENTER TYPE K COPPER FROM PRESSURE REGULATING VALVE: FINISH GRADE ARMOR 170128. BRAND LID WITH MALE ADAPTER (2 REQUIRED) ADJUST TO 75 PSI WATTS MODEL 223 (3/4-INCH SIZE) BRICK (1 OF 4) NON-WOVEN LANDSCAPE FABRIC SCHRADER VALVE PVC REDUCING TEE IRRIGATION COMPONENT (PR). 5 6 7 1 3 4 SINGLE OUTLET EMITTER ASSEMBLY 8 C1-317 C1-317 City of fcgov.com/engineering Engineering IRRIGATION DETAILS 9 IR2.1 BHA Design Incorporated 1603 Oakridge Drive Fort Collins, Colorado 80525 voice: 970.223.7577 www.bhadesign.com DRIP FLUSH CAP ASSEMBLY 9 PEDESTAL MOUNT CONTROLLER ASSEMBLY 10 TYPICAL TRENCHING DETAIL 12 TYPICAL SLEEVING DETAIL 13 TYPICAL GROUNDING (AT VALVE) ASSEMBLY 15 DRIP SYSTEM OPERATION INDICATOR 14 INLINE DRIP PIPE ASSEMBLY FOR TREES 11 C1-317 C1-317 City of fcgov.com/engineering Engineering IRRIGATION DETAILS 9 IR2.2 BHA Design Incorporated 1603 Oakridge Drive Fort Collins, Colorado 80525 voice: 970.223.7577 www.bhadesign.com CONTROLLER GROUNDING ASSEMBLY 16 C1-317 C1-317 R K K K K K M M M K M K K K K K K R R R R R M M K K M M K K K G K R M K K M M M M M M K K K O O R M K K K K K K K K K K O R R R K K K K K K K K K K K K R R R R R R O 2 4 4 3 5 5 3 3 3 8 1 2 3 4 5 6 7 8 IRRIGATION PLAN City of fcgov.com/engineering Engineering IRRIGATION PLAN 9 IR1.4 0' 10' 20' 40' BHA Design Incorporated 1603 Oakridge Drive Fort Collins, Colorado 80525 voice: 970.223.7577 www.bhadesign.com MATCHLINE - SEE SHEET IR1.3 Address: 1162 E Mulberry St. C1-317 C1-317 voice: 970.223.7577 www.bhadesign.com MATCHLINE - SEE SHEET IR1.3 C1-317 C1-317 1'-6" 1' 2' 13' 8' 1' 24' CONCRETE PLANTER, SLOPE 1 BOTTOM TO SIDEWALK CHASE 2" WEEP HOLE @ 18" O.C. UPPER PLANTER 2'-2" 2' 2'-6" (2) TYPE III PLANTER POTS, SEE SPEC 2' TYPE III PLANTER POT PLANTER POT, BEYOND IRRIGATION SLEEVE STUBBED INTO RAISED PLANTER, RE: IRRIGATION PLANS IRRIGATION SLEEVE IRRIGATION AND DRAIN SLEEVES FOR PLANTER POT IRRIGATION AND DRAIN SLEEVES FOR PLANTER POT IRRIGATION SLEEVE SAW CUT JOINT, TYP 2% MIN NOTES: 1. REFER TO IRRIGATION DRAWINGS FOR LOCATION AND DEPTH OF SLEEVES FOR IRRIGATION PIPES. PLANTING MIXTURE SHALL CONSIST OF COMMERCIALLY AVAILABLE POTTING SOIL. HOLD PLANTING MIXTURE DOWN 3" FROM TOP EDGE OF PLANTER, TYP. PLACE WEED BARRIER FABRIC BETWEEN PLANTING MIXTURE AND ANGULAR ROCK, EXTEND WEED BARRIER FABRIC UP SIDES OF PLANTER POT, HOLD FABRIC DOWN 3" FROM TOP OF PLANTER, TYP. 11 2" 3" IRRIGATION SLEEVE 2" THICK LAYER OF 3/4" ANGULAR ROCK FOR DRAINAGE, TYP COMPACTED SUBGRADE ABOVE GEOGRID 11 2" 3" PLANTER DRAIN TO SIDEWALK CHASE SIDEWALK CHASE WITH TRENCH GRATE, SEE DETAIL 4 THIS SHEET. ORGANIC MULCH, HOLD MULCH 1.5" BELOW TOP EDGE OF PLANTER, TYP. PLANTER POT, BEYOND 1 2" WEEP HOLES, 18" ON CENTER 2% MIN #4 REBAR @12" O.C. BOTH DIRECTIONS, TYP. #4 REBAR L @ 6" O.C., TYP. 2' 5'-6" 7'-4" 6'-2" 16' EXISTING MSE WALL & RAILING SIDEWALK CHASE WITH TRENCH DRAIN, SEE DETAIL 4 THIS SHEET NEW IRRIGATION SLEEVE, RE: IRRIGATION DWGS TIE TO EXISTING IRRIGATION SLEEVE EXISTING TERMINUS COLUMN TOOL JOINT, TYP. COLOR CONCRETE, DAVIS COLOR OMAHA TAN, OR APPROVED EQUAL. EXISTING SIDEWALK STANDARD GREY CONCRETE OVERLOOK PLANTER, SEE DETAIL 3 THIS SHEET PLANTER POT, TYP. SEE DETAIL 7 SHEET D1 EXPANSION JOINT EXPANSION JOINT 6'-11 2" SLOPE TO DRAIN OVERLOOK PAVING SHALL BE FLUSH W/ ELEVATION OF EXISTING SIDEWALK ANNUALS, BY OWNER 7'-4" 5'-6" SIDEWALK CHASE WITH TRENCH DRAIN, SEE DETAIL 4 THIS SHEET NEW IRRIGATION SLEEVE, RE: IRRIGATION DWGS TIE TO EXISTING IRRIGATION SLEEVE EXISTING MSE WALL & RAILING EXISTING TERMINUS COLUMN TOOL JOINT, TYP. COLOR CONCRETE, DAVIS COLOR OMAHA TAN, OR APPROVED EQUAL EXISTING SIDEWALK STANDARD GREY CONCRETE OVERLOOK PLANTER, SEE DETAIL 3 THIS SHEET PLANTER POT, TYP. SEE DETAIL 7 SHEET D1 EXPANSION JOINT 16' 2' EXPANSION JOINT OVERLOOK PAVING SHALL BE FLUSH W/ ELEVATION OF EXISTING SIDEWALK 6'-2" SLOPE TO DRAIN 6'-2 1 2" ANNUALS, BY OWNER SAWCUT JOINT, TYP. EQ EQ EQ EQ EQ EQ EQ EQ EQ EXPOSED VERTICAL & HORIZONTAL SURFACES OF PLANTERS SHALL HAVE A SMOOTH TROWL FINISH & CONCRETE STAIN SHALL BE APPLIED TO EXPOSED SURFACES, COLOR 10049. STAIN SHALL EXTEND 12" BELOW PLANTING SOIL SURFACE IN PLANTING AREAS. 1 2" 1" 6" 1 2" CHAMFER 1 2" CHAMFER 1 2" 6" THICK 1 3 THICKNESS OF PAVEMENT NOTES: 1. PROVIDE 1 4" RADIUS EDGE AT OUTSIDE EDGES 2. CONCRETE PAVEMENT SHALL SLOPE TO DRAIN, UNLESS OTHERWISE NOTED. PROVIDE 2% CROSS SLOPE IN DIRECTION OF DRAINAGE - REFER TO GRADING PLAN 3. SURFACE OF CONCRETE SHALL HAVE MEDIUM BROOM FINISH UNLESS OTHERWISE NOTED SEE PLAN FOR CONCRETE TYPE COMPACTED SUBGRADE SAW CUT JOINTS TO A DEPTH OF 1 3 THICKNESS OF THE PAVEMENT, SEE LAYOUT PLAN FOR JOINT LOCATIONS 1 2" 1" 6" THICK NOTES: 1. PROVIDE 1 4" RADIUS EDGE AT EDGES AND JOINTS 2. CONCRETE PAVEMENT SHALL SLOPE TO DRAIN, UNLESS OTHERWISE NOTED. PROVIDE 2% CROSS SLOPE IN DIRECTION OF DRAINAGE - REFER TO GRADING PLAN 3. SURFACE OF CONCRETE SHALL HAVE MEDIUM BROOM FINISH UNLESS OTHERWISE NOTED SEE PLAN FOR CONCRETE TYPE COMPACTED SUBGRADE TOOL SCORE JOINTS TO A DEPTH OF 1", SEE LAYOUT PLAN FOR JOINT LOCATIONS COMPACTED SUBGRADE 6" 1/2" DIA. x 16" SMOOTH DOWEL BREAK BOND ONE END ONLY @ 24" O.C.; EXPANSION JOINT; MIN. 1/2" WIDE; FULL DEPTH SECTION 1'-6" 8" NEW CONCRETE PAVEMENT 6" EXISTING CONCRETE PAVEMENT City of fcgov.com/engineering Engineering 11 BHA Design Incorporated 1603 Oakridge Drive Fort Collins, Colorado 80525 voice: 970.223.7577 www.bhadesign.com PLANTER DETAILS D3 SCALE 1/4" = 1' PLAN SCALE 1/4" = 1' SECTION B SCALE: SCALE: 4 SIDEWALK 1" = CHASE 1' WITH TRENCH GRATE 3 OVERLOOK PLANTER SCALE 1/2" = 1' FRONT ELEVATION SCALE: 1 NORTH 1/8" OVERLOOK = 1' SCALE: 2 SOUTH 1/8" OVERLOOK = 1' SCALE 1/2" = 1' SECTION A NOTE: CONCRETE REINFORCEMENT TO BE DESIGNED BY CITY SCALE: 5 SAW CUT 1" = JOINT 1' SCALE: 6 TOOL 1" JOINT = 1' SCALE: 7 EXPANSION 1" = 1' JOINT C1-317 C1-317 BOULDERS, TOP OF BOULDER SHALL BE INSTALLED LEVEL, STACK BOULDERS TO ACHIEVE NECESSARY HEIGHT FOR TOPSOIL FILL EXISTING SIDEWALK & CURB PLANTING AREA +/- 3" MAX EXISTING GRADE, EXISTING GEOTEXTILE FABRIC COMPACTED SUBGRADE WRAP WEED BARRIER FABRIC ON BACK SIDE OF BOULDER RETAINING WALL, OVERLAPPING ENDS 12" MIN. EXTEND WEED BARRIER FABRIC 6" UNDER BOULDER, TYP. HOLD WEED BARRIER FABRIC DOWN 2" FROM FINISHED GRADE, TYP. City of fcgov.com/engineering Engineering 11 BHA Design Incorporated 1603 Oakridge Drive Fort Collins, Colorado 80525 voice: 970.223.7577 www.bhadesign.com PLANTER POT DETAILS D2 SCALE: 5 WEST & 1/EAST 4" = 1' PLINTH TRANSVERSE SECTION SCALE: 3 WEST PLINTH 1/4" = 1' LONGITUDINAL SECTION SCALE: 7 MIDDLE 1/PLINTHS 4" = 1' TRANSVERSE SECTION SCALE: 6 MIDDLE 1/PLINTHS 4" = 1' LONGITUDINAL SECTION SCALE: 4 EAST PLINTH 1/4" = 1' LONGITUDINAL SECTION SCALE: 1 BOULDER N.T.RETAINING S. WALL C1-317 C1-317 AROUND TREE. 4. REMOVE STAKING AT AFTER FIRST GROWING SEASON. PLANT TREE 2"-3" HIGHER THAN SURROUNDING SOIL AND TAPER MOUND BACK INTO EXISTING GRADE PLASTIC FLAGGING, OR OTHER VISUAL MARKER ON EACH WIRE NYLON WEBBING GUY WIRES. ATTACH MIN. OF 4' ABOVE FINISH GRADE METAL DRIVE ANCHORS, INSTALLED PER MANUFACTURERS DIRECTIONS MULCH PER PLAN INSTALL SPECIFIED BACKFILL REMOVE MIN. 2/3 OF WIRE BASKET. PEAL BACK ALL BURLAP AND CUT ALL STRINGS. CL OF PLANT 12" RADIUS MULCH PER PLAN 12" RADIUS ORGANIC MULCH RING AROUND PERENNIALS AND ORNAMENTAL GRASSES. PLANTER POT, RE: SITE PLANS FOR LOCATIONS AND SIZES. RE: SPECS PLACE WEED BARRIER FABRIC BETWEEN PLANTING MIXTURE AND ANGULAR ROCK, EXTEND WEED BARRIER FABRIC UP SIDES OF PLANTER POT, HOLD FABRIC DOWN 3" FROM TOP OF PLANTER POT, TYP. 11 2" 3" 12" DIA 1 2" THICK PVC SHEET WITH 2" WIDE x 6" LONG DRAIN HOLE CENTERED IN SHEET. CENTER SHEET ABOVE TRENCH, LENGTH OF HOLE ALIGNED WITH TRENCH PER PLAN. SEAL OUTER EDGE OF PVC SHEET TO POT WITH 100% SILICON CAULK. MIN 2" THICK LAYER OF 3/4" ANGULAR ROCK FOR DRAINAGE EXISTING CONCRETE PLINTH EXISTING TRENCH DRAIN (WHERE PRESENT) POTTING SOIL. HOLD SOIL DOWN 1 1/2" FROM TOP EDGE OF PLANTER POT, TYP. NOTES: 1. REFER TO IRRIGATION DRAWINGS FOR LOCATION AND DEPTH OF SLEEVES FOR IRRIGATION PIPES. 2. OWNER'S REP. SHALL REVIEW & APPROVE PLANTER POT LOCATION AND ORIENTATION OF DRAINAGE HOLE PRIOR TO FINAL PLACEMENT OF PLANTER POT. 3. CONTRACTOR SHALL PROVIDE PLANTER POT SHOP DRAWING TO MANUFACTURER SO THAT DRAINAGE HOLE CAN BE LOCATED CORRECTLY. 3. CONTRACTOR SHALL PROVIDE PVC SHEET SHOP DRAWINGS TO MANUFACTURER SO THAT DRAINAGE HOLE CAN BE LOCATED CORRECTLY. EXISTING IRRIGATION SLEEVE W/ RISER 8" DIA. DRAIN HOLE IN POT, CENTERED ABOVE TRENCH OR PLANTER. 3" WEED BARRIER FABRIC ABOVE PVC SHEET 12" 2" 6" 1 2" THICK PVC SHEET 1 8" DEPTH x 1 8" WIDE ROUTED DRIP EDGE, TO BE PLACED FACE DOWN IN POT 2"x6" DRAIN SLOT PVC SHEET DETAIL 12" ROUND VALVE BOX PLACED IN POTS AT ENDS OF PLINTHS 6" DEPTH COMPACTED SUBGRADE TO ACCOMMODATE SANDSTONE BOULDER PLACEMENT, RE: LANDSCAPE PLAN EXISTING DOUBLE CURB BOULDERS BEYOND VARIES FROM 18"-36" ABOVE TOP OF CURB, SEE PLANS AMENDED IMPORTED TOPSOIL COMPACTED TO MINIMIZE SETTLEMENT PLACED IN REMAINING AREAS NOT FILLED WITH COMPACTED SUBGRADE MEDIAN WIDTH VARIES SEE LANDSCAPE PLANS WOOD OR COBBLE MULCH, RE: SITE PLANS SHRUB BED, RE: LANDSCAPE PLANS NOTES: 1. CONTRACTOR SHALL SUBMIT PHOTOS OF BOULDERS AT QUARRY FOR OWNER'S REPRESENTATIVE AND TO REVIEW AND APPROVE PRIOR TO DELIVERY TO PROJECT SITE. INCLUDE AN EXTENDED TAPE MEASURE PLACED NEXT TO BOULDER IN PHOTO FOR SCALE. 2. OWNER'S REPRESENTATIVE SHALL REVIEW AND APPROVE BOULDER LOCATIONS PRIOR TO PLACEMENT. LOCATIONS SHOULD BE STAKED BY CONTRACTOR FOR REVIEW. 3. BOULDERS SHALL BE APPX. 2' TO 4' IN LENGTH, SEE SITE PLANS FOR BOULDER SCHEDULE AND LOCATIONS. 4. VERTICAL JOINTS BETWEEN BOULDERS SHALL NOT EXCEED 1". STONE CHINKING IS NOT ACCEPTABLE. 5. BOULDERS TYPE SHALL BE SANDSTONE (RE: SPECIFICATIONS), DAMAGED/SCARRED BOULDERS MAY BE REJECTED BY OWNER'S REPRESENTATIVE. 6. PLACE SANDSTONE BOULDERS ON COMPACTED SOIL (NON-TOPSOIL) 'RIDGE' 7. PLACE BOULDERS WITH FLATTEST SIDE UP AND MOST ATTRACTIVE FACE (AS DETERMINED BY OWNER'S REPRESENTATIVE) FACING ACTIVITY AREAS. TOP SURFACE OF BOULDER SHALL BE FLAT AND SLIGHTLY SLOPED FOR DRAINAGE. 8. VERTICAL JOINTS: CHISEL OR HAMMER STONE AS REQUIRED TO ACHIEVE JOINT WIDTHS AS INDICATED ON DRAWINGS. 16" MIN. - 18" MAX. 4" MIN. RAISED PLANTER BED, DEPTH VARIES - SEE LANDSCAPE PLANS 18"-24" DEPTH WRAP BACK SIDE OF BOULDER WITH WEED BARRIER FABRIC, HOLD FABRIC DOWN 2" TYP. FROM TOP OF BOULDER FINISH GRADE BERMED TO TOP 6" OF BOULDER WITH ROOM FOR MULCH DEPTH. EXISTING CURB EXISTING UNDERDRAIN, PROTECT IN PLACE EXISTING COMPACTED FILL EXISTING MEMBRANE, PROTECT IN PLACE EXISTING TOPSOIL, TYP 2' MIN 6" MIN. WOOD MULCH, RE: SPECS. 3"d. MIN. WOOD MULCH, RE: SPECS. AROUND PERENNIALS, GRASSES AND SHRUBS PLACED WITHIN COBBLE MULCHES MEDIAN CURB 8" - 12" COBBLE 3" to 6" COBBLE PLANT MATERIAL, TYP. NOTES: 1. OBTAIN COBBLE MATERIALS FROM SAME SOURCE AND MAINTAIN HIGH DEGREE OF CONSISTENCY IN WORKMANSHIP THROUGHOUT THE PROJECT. 2. REFER TO SITE PLANS FOR GENERAL MULCH TYPE LAYOUTS AND PATTERN. 3. SUBMIT SAMPLES OF EACH TYPE, COLOR AND SIZE OF MULCH INDICATED AND WEED BARRIER FOR REVIEW AND APPROVAL BY OWNER'S REPRESENTATIVE PRIOR TO INSTALLING ANY MATERIAL ONSITE. 4. MEANDER COBBLE EDGES THAT DEFINE TRANSITION BETWEEN COBBLE AND ORGANIC MULCH ALONG STEEL EDGER WITH BANDS OF LARGER COBBLE. MAINTAIN 8-12" COBBLE TOWARDS CENTER OF MEDIAN AND AWAY FROM CURB. 5. CONTRACTOR TO LAYOUT A 100 SQ.FT. SECTION OF COBBLE/ORGANIC MULCH BED AND TAKE/EMAIL PHOTOGRAPH FOR APPROVAL BY OWNER'S REPRESENTATIVE PRIOR TO PLACING REMAINING MULCHES. UPON APPROVAL, RETAIN SAMPLE/MOCK UP FOR COMPARISON WITH MATERIALS/LAYOUT USED IN REMAINING WORK. ACCEPTED FIELD SAMPLE MAY REMAIN AS PART OF WORK, HOWEVER, IT CAN BE REMOVED WHEN NO LONGER REQUIRED FOR COMPARISON WITH FINISHED WORK. 6. RIVER ROCK COBBLE TO BE TAN IN COLOR. CONTRACTOR TO SUBMIT SAMPLE(S) OF RIVER ROCK COBBLE IN EACH SIZE, PRIOR TO PLACING ROCK. 7. PLACE WEED BARRIER BENEATH COBBLE MULCH ONLY. 8. OVERALL MEDIAN COBBLE MIX SHALL CONSIST OF: (SEE SPECS) 50% - 1.5" COBBLE WITH GROUPINGS OF 30% - 3" to 6" COBBLE AND 20% - 8" to 12" OR LARGER COBBLE, HAND PLACED AS ACCENTS FOR VISUAL INTEREST AND TO SEPARATE ABUTTING ORGANIC AND SMALLER COBBLE MULCHES. 9. LARGER STONE SHALL BE PLACED FIRST, TO BE EMBEDDED, MINGLED AND SETTLED WITH THE SMALLER COBBLE, RATHER THAN LOOSELY DUMPED. 1.5" COBBLE STEEL EDGER, RE: SPECS. City of fcgov.com/engineering Engineering 11 BHA Design Incorporated 1603 Oakridge Drive Fort Collins, Colorado 80525 voice: 970.223.7577 www.bhadesign.com LANDSCAPE DETAILS D1 SCALE: 2 SHRUB PLANTING N.T.S. SCALE: 3 DECIDUOUS N.T.S. TREE PLANTING SCALE: SCALE: 4 EVERGREEN N.T.S. TREE PLANTING 1 PERENNIAL/N.T.S. ORNAMENTAL GRASS PLANTING SCALE: 5 TYPICAL 1/2" MEDIAN = 1' SECTION SCALE: 7 TYPICAL 1" PLANTER = 1' POT SCALE: 6 TYPICAL N.MULCH T.S DETAIL C1-317 C1-317 UL JA Ulmus japonica Accolade Elm 2.5" Cal. BB 3 L-M ORNAMENTAL TREES AC HW Acer tataricum 'Hot Wings' Hot Wings Maple 6' clump BB 11 L CR CR Crataegus crusgalli inermis Thornless Cockspur Hawthorn 6' clump BB 3 L-M MA RB Malus 'Red Baron' Red Baron Carbapple 2" Cal. BB 12 L-M PY CH Pyrus calleryana Chanticleer Chanticleer Pear 2" Cal. BB 7 L-M SY IS Syringa reticulata 'Ivory Silk' Ivory Silk Japanese Lilac 2" Cal. BB 12 L-M EVERGREEN TREES JU SK Juniperus scopulorum 'Skyrocket' Skyrocket Juniper 15 Gal. Cont. 22 L PI PO Pinus ponderosa Ponderosa Pine 6'-0" BB 3 L-M PI TA Pinus mugo 'Tannenbaum' Tannenbaum Mugo Pine 15 Gal. Cont. 3 L-M DECIDUOUS SHRUBS AM RE Amelanchier alnifolia 'Regent' Regent Serviceberry 4' BB 4 L AM CA Amorpha canescens Lead Plant 5 Gal. Cont. 19 L AR ME Aronia melanocarpa 'Iroquois Beauty' Iroquois Beauty Dwarf Chokeberry 5 Gal. Cont. 27 M AR CA Artemisia cana Silver Sagebrush 5 Gal. Cont. 22 VL-L AR FR Artemisia frigida Fringed Sage 1 Gal. Cont. 52 VL-L CE MO Cercocarpus montanus Mountain Mahogany 5 Gal. Cont. 3 L-M CH NA Chrysothamnus nauseosus nauseosus Dwarf Blue Rabbitbrush 5 Gal. Cont. 36 VL-L CO CB Cotoneaster damerii 'Coral Beauty' Coral Beauty Cotoneaster 5 Gal. Cont. 14 L JA AM Jamesia americana Waxflower 5 Gal. Cont. 20 L PE LS Perovska x 'Little Spire' Little Spire Russian Sage 5 Gal. Cont. 5 VL PH DG Physocarpus opulifolius Dart's Gold' Dart's Gold Ninebark 5 Gal. Cont. 9 L PO YG Potentilla fruticosa 'Yellow Gem' Yellow Gem Potentilla 5 Gal. Cont. 3 L PR PB Prunus besseyi 'Pawnee Buttes' Pawnee Buttes Sandcherry 5 Gal. Cont. 16 L RH AR Rhus aromatica 'Grow Low' Fragrant Dwarf Sumac 5 Gal. Cont. 3 L RH TR Rhus trilobata 'Autumn Amber' Creeping Three-leaf Sumac 5 Gal. Cont. 9 VL RI AU Ribes aureum Yellow Flowering Currant 5 Gal. Cont. 3 L RO WO Rosa woodsii Woods Rose 5 Gal. Cont. 3 L SY AL Symphoricarpos albus White Snowberry 5 Gal. Cont. 3 L SY OC Symphoricarpos occidentalis Western Snowberry 5 Gal. Cont. 8 L SY OR Symphoricarpos oreophilus Mountain Snowberry 5 Gal. Cont. 24 L SYMBOL BOTANICAL NAME COMMON NAME SIZE ROOT QUANTITY H.Z. EVERGREEN SHRUBS AR PA Arctostaphylos x coloradoensis panchito Panchito Manzanita 3 Gal. Cont. 16 L JU EF Juniperus communis 'Effusa' Effusa Common Juniper 5 Gal. Cont. 23 L JU CC Juniperus sabina 'Calgary Carpet' Calgary Carpet Juniper 5 Gal. Cont. 12 L JU BS Juniperus squamata 'Blue Star' Blue Star Juniper 5 Gal. Cont. 33 L PI GL Picea pungens 'Globe' Dwarf Globe Green Spruce 5 Gal. Cont. 27 M PI MV Picea pungens 'Mesa Verde' Mesa Verde Spruce 5 Gal. Cont. 13 M PI SD Picea pungens 'Sester Dwarf' Dwarf Blue Spuce 10 Gal. Cont. 9 M PI MU Pinus mugo 'Mops' Miniature Mugo Pine 5 Gal. Cont. 13 L YU GL Yucca glauca Soapweed 5 Gal. Cont. 21 VL ORNAMENTAL GRASSES BO GR Bouteloua gracilis 'Bonde Ambition' Blonde Ambition Grama Grass 1 Gal. Cont. 48 VL CA KF Calamagrostis acutiflora 'Karl Foerster' Karl Foerster Feather Reed Grass 1 Gal. Cont. 35 L CA OV Calamagrostis acutiflora 'Overdam' Variegated Feather Reed Grass 1 Gal. Cont. 28 L PA VI Panicum virgatum 'Shenandoah' Shenandoah Switch Grass 1 Gal. Cont. 34 L NA TE Nassella tenuissima Mexican Feather Grass 1 Gal. Cont. 47 L PE AL Pennisetum alopecuroides 'Hameln' Dwarf Fountain Grass 1 Gal. Cont. 64 L SC SO Schizachyrium scoparium 'Standing Ovation' Standing Ovation Little Bluestem 1 Gal. Cont. 22 L PERENNIALS AG CR Agastache 'Coronado Red' Coronado Red Hyssop 1 Gal. Cont. 23 L AG SS Agastache cana Sonoran Sunset Sonoran sunset Hyssop 1 Gal. Cont. 31 L BE LY Berlandiera lyrata Chocolate Flower 1 Gal. Cont. 27 L CA IN Callirhoe involucrata Prairie Winecups 1 Gal. Cont. 50 L CO MB Coreopsis verticillata 'Moonbeam' Moonbeam Coreopsis 1 Gal. Cont. 86 L GA CG Gazania linearis Colorado Gold Hardy Gazania 1 Gal. Cont. 51 L GE VI Geranium viscosissimum Sticky Geranium 1 Gal. Cont. 41 L LA HI Lavandula angustifolia 'Hidcote' Deep Blue Lavender 1 Gal. Cont. 26 L LI PE Linum perenne Blue Flax 1 Gal. Cont. 9 L NE LT Nepeta 'Little Trudy' Little Trudy Catmint 1 Gal. Cont. 41 L OE MI Oenothera missouriensis Missouri Evening Primrose 1 Gal. Cont. 52 L PE PI Penstemon pinifolius Pineleaf Penstemon 1 Gal. Cont. 47 L PE ST Penstemon strictus Rocky Mountain Penstemon 1 Gal. Cont. 40 L SA NE Salvia nemorosa 'May Night' May Night Purple Salvia 1 Gal. Cont. 49 L SE AJ Sedum 'Autumn Joy' Stonecrop 1 Gal. Cont. 13 L VE CR Veronica reavis Crystal River Crystal River Veronica 1 Gal. Cont. 33 L C1-317 C1-317 5 SY OC 9 CA KF 7 PA VI 3 CO MB 5 NE LT 9 SC BL 7 CO MB 4 CA IN 5 PI MU 6 CA IN 7 CO MB 3 AR CA 3 CH NA 7 NE LT 7 NE LT 3 BO GR 5 PR PB 11 SC SO 3 CH NA 3 AR FR 7 AG SS 5 AG SS 3 JU CC 5 CO MB 3 AR FR 7 PE AL 5 PE PI 3 OE MI 3 JU CC 3 SY OC 3 CO CB 5 GE VI 4 BO GR 5 CA IN 3 OE MI 3 AM RE 2 PI MV 3 PI SD 5 CH NA 3 AR CA 3 CA IN 5 OE MI 8 BO GR 3 AM CA 3 CH NA 6 CA IN 2 RH TR 5 PI GL 3 AR PA 7 SC BL 5 AG SS 4 VE CR 8 NA TE 3 JU EF 1 RH TR 5 NA TE 3 JU EF 2 PR PB 1 AM RE 4 PE PI STEEL EDGER, TYP. STEEL EDGER, TYP. STEEL EDGER, TYP. STEEL EDGER, TYP. 3 MA RB 3 AM CA 5 CA IN 500YR FLOODPLAIN 100YR FLOODPLAIN 4 PO AC QUICK COUPLER LOCATION DECIDUOUS SHADE TREE EVERGREEN TREE ORNAMENTAL TREE BOULDERS DECIDUOUS SHRUBS PERENNIALS ORNAMENTAL GRASSES EVERGREEN SHRUBS STEEL EDGER DRYLAND SEED MIX KEY MAP LEGEND LANDSCAPE PLAN City of fcgov.com/engineering Engineering LANDSCAPE PLAN 11 L3 L1 L2 L3 MULBERRY STREET (SH14) SOUTH LEMAY AVENUE 0' 10' 20' 40' BHA Design Incorporated 1603 Oakridge Drive Fort Collins, Colorado 80525 voice: 970.223.7577 www.bhadesign.com C1-317 C1-317 3 CA IN 3 SY OR 3 MA RB 3 GE VI 4 PI MV 3 CO MB 5 VE CR 3 CO MB 3 GE VI 3 CO CB 3 PR PB 3 PR PB 3 PI TA 3 AR CA 10 PA VI 3 AR CA 11 NA TE 3 PI GL 3 PI GL 5 PE PI 7 CA IN 7 OE MI 7 PE PI 5 JU BS 5 GE VI 5 PE ST 11 GA CG 5 PE ST 3 GE VI 9 GA CG 3 QU BU 5 CO CB 5 AR ME 3 RI AU 10 CA KF 5 SY OR 5 PE ST 3 GE VI 4 BO GR 3 JU CC 5 PI MU 3 AR PA 11 PE AL 5 PE PI 5 SA NE 5 LA HI 5 LA HI 5 PE PI 5 SA NE 3 CR CR 3 AC HW 14 CA OV 3 CH NA 5 OE MI 3 AR FR 7 SA NE 14 CA OV 4 CH NA 5 OE MI 3 AR FR 7 SA NE 2 RH TR 5 OE MI 3 BO GR 5 JA AM 3 NA TE 3 AR CA 2 JU EF 3 PR PB 5 JU BS 3 JA AM 5 CH NA 5 LA HI 3 CE MO 3 JU EF 3 AR ME 9 CA KF 5 JU SK 3 AR CA 5 AR PA 5 CO MB 5 JU SK 3 YU GL 5 BO GR 9 BE LY 3 PH DG 3 PH DG 5 SC SO 6 AR ME 7 SC BL 5 PI GL 3 AR FR 4 SE AJ 5 SC BL 3 AR FR 2 CH NA 3 AC HW 2 AR FR 3 SY IS STEEL EDGER, TYP. STEEL EDGER, TYP. 500YR FLOODPLAIN 100YR FLOODPLAIN 500YR FLOODPLAIN FLOODWAY APPX LOCATION OF FUTURE GATE, BY OTHERS QUICK COUPLER LOCATION DECIDUOUS SHADE TREE EVERGREEN TREE ORNAMENTAL TREE BOULDERS DECIDUOUS SHRUBS PERENNIALS ORNAMENTAL GRASSES EVERGREEN SHRUBS STEEL EDGER DRYLAND SEED MIX KEY MAP LEGEND MATCHLINE - SEE SHEET L1 LANDSCAPE PLAN City of fcgov.com/engineering Engineering LANDSCAPE PLAN 11 L2 L1 L2 L3 L4 MULBERRY STREET (SH14) SOUTH LEMAY AVENUE 0' 10' 20' 40' BHA Design Incorporated 1603 Oakridge Drive Fort Collins, Colorado 80525 voice: 970.223.7577 www.bhadesign.com C1-317 C1-317 7 PE AL 3 BE LY 5 CO MB 5 JU BS 5 JA AM 5 JU BS 7 JU SK 3 AR FR 3 AR FR 3 CH NA 8 BO GR 10 BE LY 2 PI MV 2 RH TR 3 JA AM 5 OE MI SEED AREA SEED SHALL NOT EXTEND INTO PRIVATE PROPERTY. COORDINATE SEED LIMITS WITH CITY REPRESENTATIVE. DECIDUOUS SHADE TREE EVERGREEN TREE ORNAMENTAL TREE BOULDERS DECIDUOUS SHRUBS PERENNIALS ORNAMENTAL GRASSES EVERGREEN SHRUBS STEEL EDGER DRYLAND SEED MIX KEY MAP LEGEND MATCHLINE - SEE SHEET L2 LANDSCAPE PLAN L1 L2 City of fcgov.com/engineering Engineering LANDSCAPE PLAN 11 L1 L3 MULBERRY STREET (SH14) SOUTH LEMAY AVENUE 0' 10' 20' 40' BHA Design Incorporated 1603 Oakridge Drive Fort Collins, Colorado 80525 voice: 970.223.7577 www.bhadesign.com C1-317 C1-317 22'-11" ORANGE SAFETY FENCE TO BE PLACED ALONG FLOODWAY LIMITS AS DIRECTED BY THE CITY REPRESENTATIVE. ORANGE SAFETY FENCE TO BE PLACED ALONG FLOODWAY LIMITS AS DIRECTED BY THE CITY REPRESENTATIVE. EXISTING RIPRAP, TYP. EXISTING RIPRAP, TYP. COBBLE MULCH WOOD MULCH BUFF SANDSTONE BOULDERS 2' H x 2' W x 4' L 2' H x 2' W x 3' L 2' H x 2' W x 2' L 20" H x 1.5' W x 1.5' L A B C COBBLE D KEY MAP LEGEND City of fcgov.com/engineering Engineering 11 S4 SITE PLAN 0' 10' 20' 40' BHA Design Incorporated 1603 Oakridge Drive Fort Collins, Colorado 80525 voice: 970.223.7577 www.bhadesign.com S1 S2 S3 S4 MULBERRY STREET (SH14) SOUTH LEMAY AVENUE MATCHLINE - SEE SHEET S3 EROSION CONTROL, SITE PLAN, GRADING NOTES 1. BOULDERS SHALL REMAIN A MINIMUM 2' OFFSET FROM BACK OF CURB. 2. PLANTING ALONG NORTH MSE WALL SHALL REMAIN A MINIMUM 3' OFFSET. CUT BACK GEOGRID TO FIT TREE ROOT BALL WHERE NECESSARY. 3. FINAL PLACEMENT OF BOULDERS TO BE APPROVED BY OWNER OR OWNER'S REP. 4. SIZE OF BOULDERS TO BE APPROVED PRIOR TO PLACEMENT. 5. UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR IS RESPONSIBLE TO LOCATE UTILITIES PRIOR TO ANY EXCAVATION. 6. SEE SHEET L4 FOR GENERAL NOTES. C1-317 C1-317 S1 S2 S3 S4 MULBERRY STREET (SH14) SOUTH LEMAY AVENUE EROSION CONTROL, SITE PLAN, GRADING NOTES 1. UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR IS RESPONSIBLE TO LOCATE UTILITIES PRIOR TO ANY EXCAVATION. 2. SEE SHEET L4 FOR GENERAL NOTES. C1-317 C1-317 EDGER, TYP. 500YR FLOODPLAIN 100YR FLOODPLAIN 500YR FLOODPLAIN FLOODWAY APPX LOCATION OF FUTURE GATE, BY OTHERS 1C,1B,1A,1B EXISTING CONTOUR, TYP PROPOSED CONTOUR, TYP INLET PROTECTION INLET PROTECTION INLET PROTECTION INLET PROTECTION INLET PROTECTION INLET PROTECTION EXISTING RIPRAP EXISTING RIPRAP ORANGE SAFETY FENCE TO BE PLACED ALONG FLOODWAY LIMITS AS DIRECTED BY THE CITY REPRESENTATIVE. COBBLE MULCH WOOD MULCH BUFF SANDSTONE BOULDERS 2' H x 2' W x 4' L 2' H x 2' W x 3' L 2' H x 2' W x 2' L 20" H x 1.5' W x 1.5' L A B C COBBLE D KEY MAP LEGEND MATCHLINE - SEE SHEET S1 City of fcgov.com/engineering Engineering 11 S2 SITE PLAN 0' 10' 20' 40' BHA Design Incorporated 1603 Oakridge Drive Fort Collins, Colorado 80525 voice: 970.223.7577 www.bhadesign.com S1 S2 S3 S4 MULBERRY STREET (SH14) SOUTH LEMAY AVENUE MATCHLINE - SEE SHEET S3 NOTES EROSION CONTROL, SITE PLAN, GRADING 1. BOULDERS SHALL REMAIN A MINIMUM 2' OFFSET FROM BACK OF CURB. 2. PLANTING ALONG NORTH MSE WALL SHALL REMAIN A MINIMUM 3' OFFSET. CUT BACK GEOGRID TO FIT TREE ROOT BALL WHERE NECESSARY. 3. FINAL PLACEMENT OF BOULDERS TO BE APPROVED BY OWNER OR OWNER'S REP. 4. SIZE OF BOULDERS TO BE APPROVED PRIOR TO PLACEMENT. 5. UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR IS RESPONSIBLE TO LOCATE UTILITIES PRIOR TO ANY EXCAVATION. 6. SEE SHEET L4 FOR GENERAL NOTES. C1-317 C1-317 WOOD MULCH BUFF SANDSTONE BOULDERS 2' H x 2' W x 4' L 2' H x 2' W x 3' L 2' H x 2' W x 2' L 20" H x 1.5' W x 1.5' L A B C COBBLE D KEY MAP LEGEND MATCHLINE - SEE SHEET S2 SITE PLAN City of fcgov.com/engineering Engineering EROSION CONTROL, SITE PLAN, GRADING 11 S1 0' 10' 20' 40' BHA Design Incorporated 1603 Oakridge Drive Fort Collins, Colorado 80525 voice: 970.223.7577 www.bhadesign.com S1 S2 S3 S4 MULBERRY STREET (SH14) SOUTH LEMAY AVENUE NOTES 1. BOULDERS SHALL REMAIN A MINIMUM 2' OFFSET FROM BACK OF CURB. 2. PLANTING ALONG NORTH MSE WALL SHALL REMAIN A MINIMUM 3' OFFSET. CUT BACK GEOGRID TO FIT TREE ROOT BALL WHERE NECESSARY. 3. FINAL PLACEMENT OF BOULDERS TO BE APPROVED BY OWNER OR OWNER'S REP. 4. SIZE OF BOULDERS TO BE APPROVED PRIOR TO PLACEMENT. 5. UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR IS RESPONSIBLE TO LOCATE UTILITIES PRIOR TO ANY EXCAVATION. 6. SEE SHEET L4 FOR GENERAL NOTES. C1-317 C1-317