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HomeMy WebLinkAboutCENTERPOINT PLAZA (RE-APPLICATION) - PDP - PDP150014 - REPORTS - RECOMMENDATION/REPORT W/ATTACHMENTS (6)BURLINGTON NORTHERN RAILROAD S TIMBERLINE RD (MAJOR ARTERIAL) PRIVATE DRIVE MIDPOINT DRIVE (INDUSTRIAL COLLECTOR) ‹ MAIN LEVEL 101' - 4" SECOND LEVEL 112' - 8" LOWER LEVEL 90' - 0" ROOF LEVEL 122' - 4" GRADE 93' - 0" STANDING SEAM ROOF WOOD FASCIA W/ GUTTER STUCCO DOWNSPOUT THICKENED STUCCO BANDING BRICK COLOR 3 SOLDIER COURSE BRICK COLOR 3 (TYP) BRICK COLOR 2 CONTROL JOINT BRICK COLOR 1 40' - 0" 10' - 0" 30' - 0" 90' - 0" MAIN LEVEL 101' - 4" SECOND LEVEL 112' - 8" LOWER LEVEL 90' - 0" ROOF LEVEL 122' - 4" GRADE 93' - 0" STANDING SEAM ROOF WOOD FASCIA W/ GUTTER STUCCO DOWNSPOUT THICKENED STUCCO BANDING BRICK COLOR 3 SOLDIER COURSE BRICK COLOR 3 (TYP) BRICK COLOR 2 CONTROL JOINT BRICK COLOR 1 40' - 0" 90' - 0" 30' - 0" 10' - 0" MAIN LEVEL 101' - 4" SECOND LEVEL 112' - 8" LOWER LEVEL 90' - 0" ROOF LEVEL 122' - 4" GRADE 93' - 0" STANDING SEAM ROOF WOOD FASCIA W/ GUTTER STUCCO DOWNSPOUT %4#6#')75%475)#..+ );/01%.#&75&+1+%75 %1%-5274*#96*140 -'067%-;%1((''64'' 9'56'405#0&%*'44; 247075$'55';+ )1.&'08+%#4;24+8'6 .+)75647/:8+%#4;+ $.7'/+5652+4'# %#0#&+#0.+.#% ,70+2'475%*+0'05+5 #4/56410),70+2'4 5;4+0)#:24'5610+#' )1.&&412216'06+..# 216'06+..#(476+%15# 52141$1.7594+)*6++ )+#065#%#610 $#4$'44;ž415').19ž 57/#%ž)41Ä.19ž $'4$'4+56*70$'4)++ #))4')#6' 51& 56''.'&)+0) *;&415''& ž%. %#. %#. %#. )#. )#. )#. )#. )#. )#. )#. )#. )#.              59+6%*)4#55 2#0+%7/8+4)#67/ $#.6+%475* ,70%75$#.6+%75 )#. )#.   ).'&+65+#64+#%#06*15 5-;.+0'*10';.1%756 %#4;126'4+5+0%#0# D6 D5 D4 D3 D2 1.5 DIAGRAMMATIC - SEE POINT OF CONNECTION DETAIL THIS SHEET. METER PIT TO BE LOCATED IN LANDSCAPE AREA MAINLINE SHOWN OFFSET FOR CLARITY. MAINLINE TO RUN IN PLANTERS D2 D2 D2 D3 D3 D3 D3 D3 D4 D4 D4 D4 D4 D4 D5 D5 D5 D5 D5 D5 D5 D6 D6 D4 D6 D6 D6 BURLINGTON NORTHERN RAILROAD S TIMBERLINE RD (MAJOR ARTERIAL) PRIVATE DRIVE MIDPOINT DRIVE (INDUSTRIAL COLLECTOR) D1 D1 1. ALL MAINLINE LOCATIONS TO BE MARKED WITH TRACER WIRE. 2. ALL NEW MAINLINE TO BE LOCATED A MINIMUM 2' FROM BACK OF WALKWAYS. 3. PRECIPITATION RATE IS THE AVERAGE PRECIPITATION FOR THIS ZONE EXPRESSED IN INCHES PER HOUR. 4. RUN TIME (I.E. R.T.) IS THE REQUIRED OPERATING TIME NEEDED TO APPLY 1.25 INCHES OF WATER PER WEEK FOR SOD AREAS AND 1.00 INCHES OF WATER PER WEEK FOR NATIVE SEED AREAS. 5. DRAWING IS DIAGRAMMATIC; PRECISE PLACEMENT OF EQUIPMENT MAY NOT BE POSSIBLE AS INDICATED. FIELD CHANGES WHICH DO NOT ALTER DESIGN INTENT MAY BE PERFORMED BY INSTALLER. 6. QUANTITIES WHICH CAN BE DETERMINED GRAPHICALLY FROM THE DRAWINGS PREVAIL OVER SCHEDULED QUANTITIES. 7. RUN TIMES ARE FOR A THREE (3) DAY WATERING SCHEDULE. 8. SEASONAL APPLICATION RATES ARE AS FOLLOWS: SPRING 70%, SUMMER 100%, FALL 60%. 9. CONTRACTOR TO ADJUST NOZZLE SIZES AS NEEDED TO ENSURE ADEQUATE COVERAGE. 10. ALL IRRIGATION ZONE LATERALS NOT LABELED SHALL BE 1" IN SIZE. 11. DRIP LINE EXTENDS TO ALL TREES AND SHRUBS, 30 MINUTE RUN TIME 3 DAYS A WEEK. 12. ALL MAINLINE STUB-OUTS THAT SERVICE ONLY DRIP IRRIGATION VALVES SHALL BE 1" MAINLINE. 13. ALL IRRIGATION ZONE LATERALS NOT LABELED SHALL BE 1" IN SIZE. AIR RELIEF VALVE TO BE INSTALLED AT THE HIGHEST POINT IN THE MAINLINE. FIELD VERIFY HIGH SCALE: 30' = 1'0" RAISED POLE BASE DETAIL B LED RAB Lighting WPLEDC104Y 104W Cutoff Warm LED Wall Pack, RAB OR EQUAL SURFACE KEY LAMPS DESCRIPTION MANUFACTURER EXTERIOR LIGHTING SCHEDULE MOUNTING REMARKS A B SYMBOLS 1-250 W INDUCTION CIRCULAR POLE MOUNTED LED PARKING LOT FIXTURE, D-SERIES SIZE2 NOTE: ALL EXTERIOR LIGHT FIXTURES TO BE FULL CUT OFF TYPES. PROPOSED FIXTURES TO MEET AND COMPLY WITH DESIGN STANDARDS OUTLINED IN SECTION 3.24 (D) OF CITY OF FORT COLLINS LAND USE CODE. FULL CUTOFF TYPE FULL CUTOFF TYPE C 1-250 W INDUCTION CIRCULAR POLE MOUNTED LED PARKING LOT FIXTURE, D-SERIES SIZE2 FULL CUTOFF TYPE LITHONIA OR EQ. 17' HIGH POLE LITHONIA OR EQ. 15' HIGH POLE B REVIDED POLE HEIGHT TO 15' IN LOCATIONS MARKED AS TYPE "B" , TYPE "A' POLES TO REMAIN AT 17' HIEGHT. B&H ENGINEERS B&H ENGINEERS POINT OF IRRIGATION SYSTEM. 1. NEW RAINBIRD ESP SMART CONTROLLER. 2. INSTALLATION TO BE FOR INTERNAL MOUNT PER MANUFACTURER'S RECOMMENDATIONS. 3. INSTALLATION TO INCLUDE ANY AND ALL NECESSARY COMMUNICATION/ PHONE WIRES FOR OPERATING CENTRAL CONTROL FEATURES, HYDROMETER, ETC. 4. HYDROMETER TO BE PER THE SPECIFICATIONS AND INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS. PROVIDE COMMUNICATION WIRE TO NEW CONTROLLER. APOLLO VALVES 2-PIECE STANDARD PORT BRASS VALVE (MANUAL DRAINS) RAINBIRD XCZ-075-PRF DRIP CONTROL ZONE KIT FOR DRIP ZONES 0 GPM- 3 GPM. RAINBIRD XCZ-100-B COM DRIP CONTROL ZONE KIT FOR DRIP ZONES 4 GPM- 15 GPM. REFER TO WATERING SCHEDULE BELOW FOR PROPER VALVE APPLICATION PER DRIP ZONE. INSTALL RAINBIRD (XBT-10) 1/2" EMITTERS PER DETAILS FOR ALL SHRUBS AND GRASSES. RAINBIRD XFD-06-12 IN-LINE DRIP TUBING FOR TREE RINGS. DRIPLINE TO HAVE 0.61 GPH EMITTERS AT 12" SPACING. RAINBIRD 1/4" DISTRIBUTION TUBING TO BE USED FOR INDICATOR EMMITTER ONLY WITH BURIED TREE RINGS PER DETAIL. BERMAD IR-910-X SERIES HYDROMETER MASTER CONTROL VALVE. SUBMIT CUT-SHEET FOR APPROVAL PRIOR TO INSTALLATION. INSTALLED PER MANUFACTURER'S SPECIFICATIONS. INSTALL WITH MUELLER 2360 SERIES BRONZE BALL VALVE. RAINBIRD ESP4SMTEI-16 INTERNAL MODULAR SMART CONTROLLER W/ (2) 6-ZONE EXPANSION MODULES. 16 STATIONS TOTAL. INSTALLATION AND REQUIRED COMPONENTS PER MANUFACTURER'S SPECIFICATIONS. TUCOR TRB-100 TIPPING RAIN BUCKET WITH MOUNTING HARDWARE AS NECESSARY. INSTALL PER MANUFACTURER'S SPECIFICATIONS. MOUNT ON 12' POLE. RAINBIRD 1804 POP-UP U SERIES. OPERATING PRESSURE 30 PSI. TUCOR INC., RKLD-050 SINGLE ADDRESS LINE DECODER TO ACCOMPANY EACH VALVE, INSTALLED PER MANUFACTURER'S SPECIFICATIONS. EACH VALVE IS TO HAVE INDIVIDUAL DECODER. INSTALL WITH TUCOR INC., TUCOR WIRE 12-18 AWG WIRES. TUCOR INC., SP-100 SURGE PROTECTOR TO BE INSTALLED AND GROUNDED EVERY 500 FEET AND AT THE END OF A WIRE RUN. INSTALLED PER MANUFACTURER'S SPECIFICATIONS. INSTALL IN 10" ROUND BOX. NIBCO T-113K GATE VALVE (MAINLINE ISOLATION VALVE) FOR PIPING 3" AND SMALLER, TYPICAL. USE BRASS BUSHING, MATCH PIPING SIZE AS REQUIRED. 16 STATION NO SYMBOL NO SYMBOL NO SYMBOL CLASS 40 PVC MAINLINE (BOE, NSF RATED) (SOLVENT WELD ONLY) CLASS 40 PVC LATERAL PIPE (BOE, NSF RATED; SOLVENT WELD ONLY) IRRIGATION SCHEDULE: EQUIPMENT SCHEDULE: SYM. SIZE DESCRIPTION/REMARKS WILKINS 975XLSEU BACKFLOW PREVENTER TO BE INSTALLED BY OTHERS. SEE MECHANICAL/ CIVIL DRAWINGS FOR LOCATION. .75" 1.00" VALVE NO. EST. GPM VALVE SIZE SLEEVE SIZE SLEEVE DEPTH I.D.= 0.58" RAINBIRD XT-700 DISTRIBUTION TUBING D IRRIGATION PLAN NOTES: SMART CONTROLLER NOTES: RAINBIRD 44LRC QUICK COUPLING VALVE W/ LOCKING COVER KEY I.D.= 0.53" 1/4" M RKLD-05 SP-100 1.00" 1.00" VALVE SCHEDULE: ----- 1.00" NO. FLOW (GPM) ZONE SIZE ----- 01 D01 D02 8.2 A01 1.00" 60 MIN. 60 MIN. D03 D04 D05 06 1.00" ----- 1.00" ----- 60 MIN. 60 MIN. ----- 1.00" 60 MIN. TYPICAL DRIP EMITTER ZONE INSTALLATION NOT TO SCALE TYPICAL PLACEMENT OF SHRUB EMITTER CONTROL ZONE KIT PVC MAINLINE MULCHED BASIN PER LANDSCAPE DRAWING TURFGRASS/MULCH PER LANDSCAPE DRAWING EMITTER ON DRIPTUBING/ LATERAL (DIRECT BURIAL @ PLANTING PIT CIRCUMFERENCE. PIPE & EMITTER TRENCHED TO A DEPTH OF 3" BELOW FINISH GRADE) ROOTBALL PLANTING PIT W/BACKFILL TOP OF MULCH OR COBBLE TIE DOWN STAKE LANDSCAPE DRIPLINE TUBING LANDSCAPE DRIPLINE ON GRADE NOT TO SCALE DBY CONNECTORS TWO-WIRE TO TUCOR INC., RKD CONTROLLER WHITE SOLENOID WIRES RKLD-050 SOLENOID (VALVE), DRIP CONTROL ZONE RKLD-050 TUCOR LINE DECODER DBY CONNECTORS BLUE WIRE DECODER COMMUNICATION WIRES TO TWO-WIRE PATH WHITE DECODER WIRES CONNECTED TO SOLENOID WIRES TWO-WIRE TO NEXT DEVICE NOTE: 1. INSTALLED PER MANUFACTURER'S SPECIFICATIONS. 2. MAXIMUM 1 SOLENOID (VALVE) PER FIELD DECODER. 3. ALL WIRE CONNECTION SHALL BE MADE WITH APPROVED CONNECTORS. 4. LEAVE A MINIMUM OF 30" EXTRA WIRE AT ALL SPLICE POINTS. 5. MAXIMUM DISTANCE FROM DECODER TO VALVE = 150 FEET TREE RING DETAIL 5' DIAMETER RING (TYP) TREE BALL 1" CLASS 200 BOE PVC LATERAL (TYP) TREE CANOPY LATERAL PIPE RAINBIRD SWING PIPE AND SPIRAL BARBED FITTINGS AS NOTED RAINBIRD 1804 FINISHED GRADE 10" ROUND BOX COVER 4'$#4 .10)%.#/2'& 614+5'4 TYP. 1" 4#+0$+4&%172.+0) 8#.8' (+0+5*'&)4#&' #&'37#6' )4#8'.57/2  $4+%-5 59+0),1+064+5'4 #55'/$.;5''&'6#+. + 5*''6+4 STAKED QCV DETAIL PVC SCH 40 ELL PROPER VALVE ID TAG DEPTH PER SPECS PVC LATERAL FINISH GRADE DBY WIRE CONNECTORS EACH VALVE BOX LOOP SPARE WIRES INTO NOT TO SCALE NOT TO SCALE NOTES: 1. 3" CAL. TREES & LARGER REQ. DOUBLE LOOP, ALL SMALLER REQ. ONLY 5' DIA. LOOP. 2. CENTER RING ON TREE TRUNK USING DRIPLINE TUBING. MINIMUM OF (6) PORTS PER TREE. 3. BURY ALL TUBING W/ 2" NATIVE SOIL & MIN. 4" MULCH TO AID IN VANDALISM CONTROL. NOT TO SCALE OFF ON 3" MIN. 6" MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL PVC SCH 40 FEMALE ADAPTER PVC SCH 80 NIPPLE BRICK (1 OF 4) PVC SCH 40 ELL DBY WIRE CONNECTORS VALVE BOX WITH COVER PVC SCH 80 NIPPLE PVC MAINLINE FINISH GRADE LATERAL PIPE CONTROL ZONE KIT RAIN BIRD CONTROL ZONE KIT NOTES: 1. DRIPLINE TUBING TO BE STAKED EVERY 6', TYP. 10" ROUND VALVE BOX (TO BE GRADE FLUSH WITH TURF) 2" VALVE MARKER 3/4" CRUSHED GRAVEL SUMP - 1 CU. FT. 2" CL160 PVC ACCESS SLEEVE - LENGTH AS REQUIRED SCH. 80 NIPPLE NOT TO SCALE MAINLINE ISOLATION VALVE PVC MAINLINE FINISH GRADE RAINBIRD DRIP EMITTER (2EA/SHRUB) -PLACEMENT @ PLANTING PIT CIRCUMFERENCE RAINBIRD PEB PLASTIC VALVE PVC UNION BALL VALVE VALVE BOX WITH COVER NOT TO SCALE NOT TO SCALE 30" EXPANSION COILS CONNECTED TO FIELD DECODERS. SEE DETAIL (H). 30" EXPANSION COILS CONNECTED TO FIELD DECODER. SEE DETAIL (H). 5/8" X 8' GROUND ROD TO GROUND ROD CLAMP GREEN/YELLOW GROUND WIRES GROUND ROD CLAMP TWO-WIRE PATH NOTES: 1. MAKE ALL WIRE SPLICES IN VALVE BOXES. 2. LEAVE A MINIMUM OF 30" EXTRA WIRE AT ALL SPLICE POINTS. 3. TEST EARTH TO GROUND RESISTANCE AT ALL GROUND POINTS. 4. EARTH TO GROUND RESISTANCE MUST BE LESS THAN 50 OHMS. 5. 500 FOOT MAX BETWEEN GROUND POINTS. SYSTEM GROUNDING DETAIL NOT TO SCALE BLUE WIRES TO TWO-WIRE PATH SP-100 LINE SURGE PROTECTOR 6" MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL 3" MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL SCH 80 NIPPLES (4" MIN. LENGTH) SAME DIAMETER SIZE AS VALVE. MALE THREAD ADAPTERS NOT ALLOWED FOR OUTLET SIDE. SCH 80 NIPPLES (4" MIN. LENGTH) SAME DIAMETER SIZE AS VALVE. BOE SERVICE TEE 2" OUTLET ( TYPICAL ) TRUE UNION (TM) O.A.E. REDUCED PRESSURE BACKFLOW PREVENTER NOT TO SCALE WALL-MOUNT CONTROLLER NOT TO SCALE 5' PROVIDE EXTENSION TO ELECTRICAL OUTLET (BY OTHERS) AS REQ'D. 110V SURGE PROTECTION. GROUNDING ROD AND #6 SOLID COPPER WIRE. AUTOMATIC CONTROLLER W/LOCKING CABINET PER DRAWING ADAPT TO CABINET AS REQUIRED PVC CONDUIT EXTERIOR WALL EXTEND TO PVC MAINLINE TRENCH 2' FILL AROUND PIPE W/ASPHALT MASTIC O.A.E. PVC SLEEVE PVC CONDUIT CONCRETE LATERAL FLOOR PIPELINE LATERAL ONLY (TURF ZONES) WIRING MAINLINE MAINLINE AND WIRING 24" POURED CONCRETE SLAB BY CONTRACTOR 14" 12" MINIMUM 18" MAXIMUM 24" MIN. 4" PVC SLEEVE ( TYPICAL ) TO SYSTEM TYPE "K" COPPER MAINLINE DEPTH PER SPECS BOE TEE SWING JOINT RISER ASSEMBLY FINISH GRADE BRASS NIPPLE FEBCO 825YA- PRESSURE TYPE BACKFLOW PREVENTER ( SIZE AS CALLED OUT ON DRAWINGS ) SIZE 2" TYPE 'K' HARD COPPER PIPE AND RELATED FITTINGS. TO POINT OF CONNECTION TO MASTER CONTROL VALVE AND MAINLINE COMMENCEMENT PER PLAN ( TYPE "K" COPPER ) NOTE: INSTALL PER MANUFACTURER'S SPECIFICATIONS VALVE BOX WITH HEX BOLT LOCK COVER AND EXTENSIONS #5 REBAR 18" CLAMPED TO RISER RAINBIRD QUICK COUPLING VALVE 2" APOLLO TWO-PIECE BRONZE BALL VALVE NOT TO SCALE MASTER VALVE -WIRING AND PIPING SHALL BE INSTALLED IN SEPARATE SLEEVES AT LOCATIONS NOTED ON DRAWINGS. -SLEEVE MINIMUM SIZING SHALL BE DOUBLE THE BUNDLE OR PIPE DIAMETER OR AS INDICATED ON THE DRAWINGS. STAMP "S" ON CURB OR CONCRETE AT SLEEVE LOCATIONS. -BAND 20" LOOP OF WIRES IN ALL CHANGES OF DIRECTION GREATER UNTIE LOOPS THAN 30 DEGREES. AFTER CONNECTIONS ARE MADE -PROVIDE PVC CONDUIT FOR WIRES WHEN TRENCHED ALONE OR ALONG SIDE MAINLINE SLEEVE BENEATH WALKS OR PAVEMENT. -ALL 120 VOLT WIRING IN CONDUIT TO BE INSTALLED PER STATE & LOCAL CODE. -NO PIPING SHALL BE INSTALLED WITH LESS THAN 12" LATERAL CLEARANCE (MIN. 6" SEPARATION IN SHARED TRENCH). -INSTALL ALL MAINLINE AND LATERAL LINE PIPING PER SPECIFICATIONS AND IN FULL ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS -DEPTHS INDICATED ARE MINIMUM DEPTHS TO TOP OF PIPELINE AND NOT TRENCH DEPTH. -COMMON WIRE SHALL BE PRESENT IN ALL MAINLINE TRENCHES (TO BE USED AS 'TRACER' BY MAINTENANCE). PROVIDE ADEQUATE SUMP WITH 3/4" CRUSHED ROCK WITH LANDSCAPE FABRIC LINER UNDER BOX. ( 1 FOOT MINIMUM DEPTH ) (PLAN) CONTROL WIRING 24" (SECTION) 10" ROUND WIRE TIE/ JUNCTION BOX. TO BACKFLOW PREVENTER PROVIDE ADEQUATE DRAIN PIPING TO INTERIOR FLOOR DRAIN. 1/4" FEBCO TEST COCK 2" THREADED 'T' FOR DATA INDUSTRIAL FLOW SENSOR. INSTALL PER MANUFACTURER'S SPECIFICATIONS. TIE DOWN STAKE RAIN BIRD TDS-050 W/BEND (QTY. AS REQUIRED). TREE RINGS STAKED EVERY 6". RUN TIME 38 MIN. A06 SPRAY SPRINKLER W/SWING PIPE DETAIL C M PVC PIPE & WIRE TRENCHING DETAIL NOT TO SCALE DRIP LINE FLUSH VALVE CLASS 40 PVC SLEEVE UNDER PARKING AREA & DRIVEWAY PAVING. CLASS 200 PVC SLEEVE ALL OTHERS. PVC SCH 40 TEE OR ELL WATTS WGV-X BRASS CROSS-HANDLE GATE VALVE. RAINBIRD 5000-MPR-25 (RED) PLUS SERIES NOZZLE Rotor designed for 35PSI. RAINBIRD 3500-PC-SAM (1.0) PLUS SERIES NOZZLE Rotor designed for 35PSI. .88 GPM .20 GPM 1.21 GPM .39 GPM 1.73 GPM .67 GPM 3.34 GPM 1.34 GPM 14.2 1.00" 14 MIN. D06 ----- 1.00" 60 MIN. 05 14.5 36 MIN. A05 03 13.2 48 MIN. A03 02 13.8 13 MIN. 04 13.2 48 MIN. A04 C 10 ANNUAL WATER USE CHART: 1,051 MEDIUM 10 NO. HYDROZONE 1,267 01 D01 D02 1,704 A01 18 D03 D04 D05 06 10 1,188 10 1,090 3,590 10 A06 1,014 18 D06 1,355 10 HIGH HIGH 05 2,052 10 A05 MEDIUM 03 3,098 3 9,294 A03 LOW 02 706 HIGH A02 18 04 3,098 3 A04 LOW 30,672 12,708 9,294 18,252 20,520 MEDIUM MEDIUM MEDIUM MEDIUM MEDIUM ZONE .94Z= * '6Z- Ä4?Z#Z% &7 .3 1 . # 7 .94Z= Z Ä?ZZ  .94)#.&#; .94)#.5( 616#.9#6'475' 10,510 12,670 11,880 10,900 35,900 13,550 IRRIGATED AREA (SF) WATER USE (GAL/SF) TOTAL WATER USE (GAL) SMART CONTROLLER DATA INPUT CHART: DRIP N/A N/A NO. ZONE 01 D01 D02 SPRAY A01 D03 D04 D05 06 N/A N/A N/A A06 A08 A09 D06 N/A .61 1.41 05 A05 .68 03 ROTOR SEED, SHRUBS A03 .41 02 1.86 04 A04 .41 A08 A09 SHADY MOST OF DAY SPRAY ROTOR ROTOR ROTOR DRIP DRIP DRIP DRIP DRIP PLANT MATERIAL TYPE SOD SOD SOD SEED, SHRUBS SEED, SHRUBS SHRUBS, TREES SHRUBS, TREES SHRUBS, TREES SHRUBS, TREES SHRUBS, TREES SHRUBS, TREES CLAY CLAY CLAY CLAY CLAY CLAY CLAY CLAY CLAY CLAY CLAY CLAY MICROCLIMATE (SUN/SHADE) SUNNY ALL DAY SUNNY ALL DAY SUNNY ALL DAY SUNNY ALL DAY SUNNY MOST OF DAY SHADY MOST OF DAY SUNNY MOST OF DAY SUNNY MOST OF DAY SUNNY MOST OF DAY SUNNY MOST OF DAY SHADY MOST OF DAY SPRINKLER TYPE PREC. RATE (IN/HR) SOIL TYPE A07 A08 A09 A08 A09 A08 A09 A08 A09 A07 RAINBIRD EFB-CP-PRS-D SERIES BRASS VALVE WITH PRS-D PRESSURE REGULATING MODULE. ALL VALVES TO HAVE INDIVIDUAL FIELD DECODER FOR USE WITH TWO-WIRE SYSTEM. 07 07 07 13.8 13 MIN. A02 A02 SPRAY 1.86 SOD CLAY SUNNY ALL DAY A07 A10 A10 A10 A10 A10 A10 1.00" 1.00" 1.00" 1.00" 1.00" 706 HIGH 18 12,708 1.00" BLDG POINT OF CONNECTION DETAIL -16 STATION SMART CONTROLLER -1" BACKFLOW PREVENTER BY OTHERS -PROPOSED 2' DIA. METER VAULT W/ 1" METER -PROPOSED 1" TYPE "K" COPPER IRRIGATION SERVICE-STUB & PLUG 5' OUTSIDE OF VAULT W/ BACKFLOW PREVENTER Q T H F 8'R .26 GPM .35 GPM .52 GPM 1.05 GPM 10'R .41 GPM .55 GPM .82 GPM 1.64 GPM EASY FIT COMPRESSION TEE: 1.00" 1.00" 1.00" 1.00" 1.25" 1.00" 2.00" 1/2" POLY DRIP TUBING FINISH GRADE NOT TO SCALE DATE: 09/23/15 LANDSCAPE IRRIGATION PLAN DRAWN BY: MST CHECKED BY: WFG SCALE: 1" = 30'-0" SHEET: 4 OF 5 CENTERPOINT PLAZA FIRST REPLAT PRELIMINARY NOT FOR CONSTRUCTION PLATTE RIVER POWER AUTHORITY APPROVAL 4*75#41/#6+%# BURLINGTON NORTHERN RAILROAD S TIMBERLINE RD (MAJOR ARTERIAL) PRIVATE DRIVE MIDPOINT DRIVE (INDUSTRIAL COLLECTOR) 242# 21.' 242# 21.' &+564+$76+10 21.' &+564+$76+10 21.' 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SHRUB SPACING AS PER PLANS. LAYOUT VARIES. FINISHED GRADE OF SHRUB BED TO BE 2" BELOW ADJACENT FINISH GRADE AT EDGE TO HOLD MULCH. )#. Äž )#. Äž Äž 9'56'405#0&%*'44; Äž 247075$'55';+ Äž &9#4((4#)#0657/#% Äž 4*75#41/#6+%#ž)419.19ž )#. %#0#&+#0.+.#% Äž Äž ,70+2'475%*+0'05+5ž#4/56410)++ž #4/56410),70+2'4 )#. 5;4+0)#:24'5610+#' Äž Äž )#. )1.&&412216'06+..# 216'06+..#(476+%15#ž)1.&&412ž Äž Äž )#. . . . . . . )#. )1.&'08+%#4;24+8'6 .+)75647/:8+%#4;+ / Äž Äž 52141$1.7594+)*6++ )+#065#%#610 $'4$'4+56*70$'4)++ž415').19ž $#4$'44;ž415').19ž Äž )#. . )#. . SHRUBS 5+<' 2.#06+0) .#0&5%#2'5%*'&7.' 2.#06+0)5%*'&7.' TREES 5;/ %1//100#/' 36; 9+&6* $16#0+%#.0#/' 4#6+0) *'+)*6 /#674' #))4')#6': 2-4" WHOLE WASHED RIVER COBBLE TO A DEPTH OF 4" ON FABRIC UNDERLAYMENT. 51&HTN KENTUCKY BLUEGRASS 4-WAY BLEND ON PREPARED SOIL. NO SYMBOL &'5%4+26+104'/#4-5 STEEL MAINTENANCE EDGE UNIFORMLY PLACED TO A 4" DEPTH AROUND ALL TREE ROOT BALLS. SHREDDED CEDAR WOOD MULCH 5[ODQN-G[ 5;/$1. 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THIS INCLUDES ZONES BETWEEN THE SIDEWALK AND CURB, MEDIANS AND OTHER CITY PROPERTY. THIS PERMIT SHALL APPROVE THE LOCATION AND SPECIES TO BE PLANTED. FAILURE TO OBTAIN THIS PERMIT IS A VIOLATION OF THE CITY OF FORT COLLINS CODE SUBJECT TO CITATION (SECTION 27-31) AND MAY ALSO RESULT IN REPLACING OR RELOCATING TREES AND A HOLD ON CERTIFICATE OF OCCUPANCY. STREET TREE NOTES: 1. A PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE ANY TREES OR SHRUBS AS NOTED ON THIS PLAN ARE PLANTED, PRUNED OR REMOVED IN THE PUBLIC RIGHT-OF-WAY. THIS INCLUDES ZONES BETWEEN THE SIDEWALK AND CURB, MEDIANS AND OTHER CITY PROPERTY. THIS PERMIT SHALL APPROVE THE LOCATION AND SPECIES TO BE PLANTED. FAILURE TO OBTAIN THIS PERMIT IS A VIOLATION OF THE CITY OF FORT COLLINS CODE SUBJECT TO CITATION (SECTION 27-31) AND MAY ALSO RESULT IN REPLACING OR RELOCATING TREES AND A HOLD ON CERTIFICATE OF OCCUPANCY. 2. CONTACT THE CITY FORESTER TO INSPECT ALL STREET TREE PLANTINGS AT THE COMPLETION OF EACH PHASE OF THE DEVELOPMENT. ALL MUST BE INSTALLED AS SHOWN ON THE LANDSCAPE PLAN. APPROVAL OF STREET TREE PLANTING IS REQUIRED BEFORE FINAL APPROVAL OF EACH PHASE. 3. STREET LANDSCAPING, INCLUDING STREET TREES, SHALL BE SELECTED IN ACCORDANCE WITH ALL CITY CODES AND POLICIES. ALL TREE PRUNING AND REMOVAL WORKS SHALL BE PERFORMED BY A CITY OF FORT COLLINS LICENSED ARBORS WHERE REQUIRED BY CODE.STREET TREES SHALL BE SUPPLIED AND PLANTED BY THE DEVELOPER USING A QUALIFIED LANDSCAPE CONTRACTOR. 4. THE DEVELOPER SHALL REPLACE DEAD OR DYING STREET TREES AFTER PLANTING UNTIL FINAL MAINTENANCE INSPECTION AND ACCEPTANCE BY THE CITY OF FORT COLLINS FORESTRY DIVISION. ALL STREET TREES IN THE PROJECT MUST BE ESTABLISHED, WITH AN APPROVED SPECIES AND OF ACCEPTABLE CONDITION PRIOR TO ACCEPTANCE. 5. SUBJECT TO APPROVAL BY THE CITY FORESTER -- STREET TREE LOCATIONS MAY BE ADJUSTED TO ACCOMMODATE DRIVEWAY LOCATIONS, UTILITY SEPARATIONS BETWEEN TREES, STREET SIGNS AND STREET LIGHTS. STREET TREES TO BE CENTERED IN THE MIDDLE OF THE LOT TO THE EXTENT FEASIBLE. QUANTITIES SHOWN ON PLAN MUST BE INSTALLED UNLESS A REDUCTION IS APPROVED BY THE CITY TO MEET SEPARATION STANDARDS. GENERAL LANDSCAPE NOTES: 1. PLANT QUALITY: ALL PLANT MATERIAL SHALL BE A-GRADE OR NO. 1 GRADE - FREE OF ANY DEFECTS, OF NORMAL HEALTH, HEIGHT, LEAF DENSITY AND SPREAD APPROPRIATE TO THE SPECIES AS DEFINED BY THE AMERICAN ASSOCIATION OF NURSERYMEN (AAN) STANDARDS. ALL TREES SHALL BE BALL AND BURLAP OR EQUIVALENT. 2. IRRIGATION: ALL LANDSCAPE AREAS WITHIN THE SITE INCLUDING TURF, SHRUB BEDS AND TREE AREAS SHALL BE IRRIGATED WITH AN AUTOMATIC IRRIGATION SYSTEM. THE IRRIGATION PLAN MUST BE REVIEWED AND APPROVED BY THE CITY OF FORT COLLINS WATER UTILITIES DEPARTMENT PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL TURF AREAS SHALL BE IRRIGATED WITH AN AUTOMATIC POP-UP IRRIGATION SYSTEM. ALL SHRUB BEDS AND TREES, INCLUDING IN NATIVE SEED AREAS, SHALL BE IRRIGATED WITH AN AUTOMATIC DRIP (TRICKLE) IRRIGATION SYSTEM, OR WITH AN ACCEPTABLE ALTERNATIVE APPROVED BY THE CITY WITH THE IRRIGATION PLANS. THE IRRIGATION SYSTEM SHALL BE ADJUSTED TO MEET THE WATER REQUIREMENTS OF THE INDIVIDUAL PLANT MATERIAL. 3. TOPSOIL: TO THE MAXIMUM EXTENT FEASIBLE, TOPSOIL THAT IS REMOVED DURING CONSTRUCTION ACTIVITY SHALL BE CONSERVED FOR LATER USE ON AREAS REQUIRING REVEGETATION AND LANDSCAPING. 4. SOIL AMENDMENTS: SOIL AMENDMENTS SHALL BE PROVIDED AND DOCUMENTED IN ACCORDANCE WITH CITY CODE SECTION 12-132. THE SOIL IN ALL LANDSCAPE AREAS, INCLUDING PARKWAYS AND MEDIANS, SHALL BE THOUGHLY LOOSENED TO A DEPTH OF NOT LESS THAN EIGHT(8) INCHES AND SOIL AMENDMENT SHALL BE THOROUGHLY INCORPORATED INTO THE SOIL OF ALL LANDSCAPE AREAS TO A DEPTH OF AT LEAST SIX(6) INCHES BY TILLING, DISCING 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. Prior to the issuance of any certificate of occupancy, A written certification MUST BE SUBMITTED TO THE CITY that all planted areas, or areas to be planted, have been thoroughly loosened and the soil amended, consistent with the requirements set forth in SECTION 12-132. 5. INSTALLATION AND GUARANTEE: ALL LANDSCAPING SHALL BE INSTALLED ACCORDING TO SOUND HORTICULTURAL PRACTICES IN A MANNER DESIGNED TO ENCOURAGE QUICK ESTABLISHMENT AND HEALTHY GROWTH. ALL LANDSCAPING FOR EACH PHASE MUST BE EITHER INSTALLED OR THE INSTALLATION MUST BE SECURED WITH AN IRREVOCABLE LETTER OF CREDIT, PERFORMANCE BOND, OR ESCROW ACCOUNT FOR 125% OF THE VALUATION OF THE MATERIALS AND LABOR PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY FOR ANY BUILDING IN SUCH PHASE. 6. Maintenance: Trees and vegetation, irrigation systems, fences, walls and other landscape elements WITH THESE FINAL PLANS shall be considered as elements of the project in the same manner as parking, building materials and other site details. The applicant, landowner or successors in interest shall be jointly and severally responsible for the regular maintenance of all landscaping elements in good condition. All landscaping shall be maintained free from disease, pests, weeds and litter, and all landscape structures such as fences and walls shall be repaired and replaced periodically to maintain a structurally sound condition. 7. REPLACEMENT: ANY LANDSCAPE ELEMENT THAT DIES, OR IS OTHERWISE REMOVED, SHALL BE PROMPTLY REPLACED IN ACCORDANCE WITH THE REQUIREMENTS OF THESE PLANS. 8. THE FOLLOWING SEPARATIONS SHALL BE PROVIDED BETWEEN TREES/SHRUBS AND UTILITIES: 40 FEET BETWEEN CANOPY TREES AND STREET LIGHTS 15 FEET BETWEEN ORNAMENTAL TREES AND STREETLIGHTS 10 FEET BETWEEN TREES AND PUBLIC WATER, SANITARY AND STORM SEWER MAIN LINES 6 FEET BETWEEN TREES AND PUBLIC WATER, SANITARY AND STORM SEWER SERVICE LINES. 4 FEET BETWEEN SHRUBS AND PUBLIC WATER AND SANITARY AND STORM SEWER LINES 4 FEET BETWEEN TREES AND GAS LINES 9. ALL STREET TREES SHALL BE PLACED A MINIMUM EIGHT (8) FEET AWAY FROM THE EDGES OF DRIVEWAYS AND ALLEYS PER LUC 3.2.1(D)(2)(a). 10. PLACEMENT OF ALL LANDSCAPING SHALL BE IN ACCORDANCE WITH THE SIGHT DISTANCE CRITERIA AS SPECIFIED BY THE CITY OF FORT COLLINS. NO STRUCTURES OR LANDSCAPE ELEMENTS GREATER THAN 24" SHALL BE ALLOWED WITHIN THE SIGHT DISTANCE TRIANGLE OR EASEMENTS WITH THE EXCEPTION OF DECIDUOUS TREES PROVIDED THAT THE LOWEST BRANCH IS AT LEAST 6' FROM GRADE. ANY FENCES WITHIN THE SIGHT DISTANCE TRIANGLE OR EASEMENT MUST BE NOT MORE THAN 42" IN HEIGHT AND OF AN OPEN DESIGN. 11. COMMON OPEN SPACE AREAS AND LANDSCAPING WITHIN RIGHT OF WAYS, STREET MEDIANS, AND TRAFFIC CIRCLES ADJACENT TO COMMON OPEN SPACE AREAS ARE REQUIRED TO BE MAINTAINED BY A PROPERTY OWNERS ASSOCIATION. THE PROPERTY OWNERS ASSOCIATION IS RESPONSIBLE FOR SNOW REMOVAL ON ALL ADJACENT STREET SIDEWALKS AND ON ALL DRIVEWAYS, PRIVATE DRIVES AND PARKING AREAS WITHIN THE DEVELOPMENT. 12. THE DEVELOPER SHALL ENSURE THAT THE FINAL LANDSCAPE PLAN IS COORDINATED WITH ALL OTHER FINAL PLAN ELEMENTS SO THAT THE PROPOSED GRADING, STORM DRAINAGE, AND OTHER DEVELOPMENT IMPROVEMENTS DO NOT CONFLICT WITH NOR PRECLUDE INSTALLATION AND MAINTENANCE OF LANDSCAPE ELEMENTS ON THIS PLAN. 13. MINOR CHANGES IN SPECIES AND PLANT LOCATIONS MAY BE MADE DURING CONSTRUCTION -- AS REQUIRED BY SITE CONDITIONS OR PLANT AVAILABILITY. OVERALL QUANTITY, QUALITY, AND DESIGN CONCEPT MUST BE CONSISTENT WITH THE APPROVED PLANS. IN THE EVENT OF CONFLICT WITH THE QUANTITIES INCLUDED IN THE PLANT LIST, SPECIES AND QUANTITIES ILLUSTRATED SHALL BE PROVIDED. ALL CHANGES OF PLANT SPECIES AND LOCATION MUST HAVE WRITTEN APPROVAL BY THE CITY PRIOR TO INSTALLATION. 14. ALL PLANTING BEDS SHALL BE MULCHED TO A MINIMUM DEPTH OF THREE INCHES. 15. IRRIGATED TURF SHALL BE TEXAS BLUEGRASS/KENTUCKY BLUEGRASS HYBRID REVEILLE OR APPROVED EQUAL. 16. EDGING BETWEEN GRASS AND SHRUB BEDS SHALL BE 18" X 4" STEEL SET LEVEL WITH TOP OF SOD OR APPROVED EQUAL. TREE PROTECTION NOTES: 1. ALL EXISTING TREES WITHIN THE LIMITS OF THE DEVELOPMENT AND WITHIN ANY NATURAL AREA BUFFER ZONES SHALL REMAIN AND BE PROTECTED UNLESS NOTED ON THESE PLANS FOR REMOVAL. 2. 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. 3. ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THE CITY OF FORT COLLINS FORESTRY STANDARDS. TREE PRUNING AND REMOVAL SHALL BE PERFORMED BY A BUSINESS THAT HOLDS A CURRENT CITY OF FORT COLLINS ARBORIST LICENSE WHERE REQUIRED BY CODE. 4. PRIOR TO 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 ONE-HALF (1/2) OF THE DRIP LINE, WHICHEVER IS GREATER. THERE SHALL BE NO STORAGE OR MOVEMENT OF EQUIPMENT, MATERIAL, DEBRIS OR FILL WITHIN THE FENCED TREE PROTECTION ZONE. 5. DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALL PREVENT THE CLEANING OF EQUIPMENT OR MATERIAL 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. 6. NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY PROTECTED TREE. 7. 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)(3) 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. 8. 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 TREE DIAMETER AT BREAST HEIGHT AS DESCRIBED IN THE CHART BELOW: 9. ALL TREE REMOVAL SHOWN SHALL BE COMPLETED OUTSIDE OF THE SONGBIRD NESTING SEASON (FEB 1 - JULY 31) OR CONDUCT A SURVEY OF TREES ENSURING NO ACTIVE NESTS IN THE AREA.       Ä Ä Ä Ä Ä 1XGT 6TGG&KCOGVGT CV$TGCUV*GKIJV KPEJGU #WIGT&KUVCPEG (TQO(CEGQH6TGG HGGV CENTERPOINT PLAZA FIRST REPLAT DATE: 09/23/15 LANDSCAPE PLANTING PLAN DRAWN BY: MST CHECKED BY: WFG SCALE: 1" = 30'-0" SHEET: 3 OF 5 PRELIMINARY NOT FOR CONSTRUCTION PLATTE RIVER POWER AUTHORITY APPROVAL THICKENED STUCCO BANDING BRICK COLOR 3 SOLDIER COURSE BRICK COLOR 3 (TYP) BRICK COLOR 2 CONTROL JOINT BRICK COLOR 1 40' - 0" 3' - 4" 60' - 0" 3' - 4" MAIN LEVEL 101' - 4" SECOND LEVEL 112' - 8" LOWER LEVEL 90' - 0" ROOF LEVEL 122' - 4" GRADE 93' - 0" STANDING SEAM ROOF WOOD FASCIA W/ GUTTER STUCCO DOWNSPOUT THICKENED STUCCO BANDING BRICK COLOR 3 SOLDIER COURSE BRICK COLOR 3 (TYP) BRICK COLOR 2 CONTROL JOINT BRICK COLOR 1 40' - 0" 60' - 0" 12' - 0" 6' - 0" CMU PAINTED TO MATCH BRICK COLOR 1 METAL DOOR PAINTED TO MATCH STUCCO 8' - 0" 6' - 0" CMU PAINTED TO MATCH BRICK COLOR 1 METAL DOOR PAINTED TO MATCH STUCCO Architectural Structural Forensics PIC: JOB NO. COLORADO SPRINGS OFFICE - 2910 AUSTIN BLUFFS PKW, Co -80918 - 719.548-0600 SHEET NO. DATE REVISIONS DRAWN: CHECKED: Geotechnical Materials, Testing Civil/Planning SHEET NAME OF RMG A R C H I TE C TS E N G I N E E R S BUILDING LONG-TERM RELATIONSHIPS THROUGH CREATIVE SOLUTIONS, PRACTICAL DESIGN, AND RELIABLE SERVICE. E V A NS/ GRE E L Y 970. 330. 1071 MONUME NT 719. 488. 2145 ROCKY MOUNTAIN GROUP These plans are copyrighted 2015 by Geostruct Engineers Inc. dba Rocky Mountain Group - RMG all rights reserved. Any sale, reproduction, creation of derivative works based on these plans, or use of these plans for any purpose without proper compensation to and the express written consent of RMG, is strictly prohibited. E NGL E WOOD 303. 688. 9745 WOODL A ND P A RK 719. 687. 6077 2133 MIDPOINT DR - SPRING CREEK CENTER FORT COLLINS, COLORADO Revision 1 9-24-15 A3.0 CENTERPOINT PLAZA FIRST REPLAT KEM 7/14/15 145898 NexGen Properties, LLC BB PP EXTERIOR ELEVATIONS PDP "PRELIM" A3.0 SCALE: 1/8" = 1'-0" 3 NORTH (BACK)- ELEVATION A3.0 SCALE: 1/8" = 1'-0" 1 SOUTH (FRONT)- ELEVATION A3.0 SCALE: 1/8" = 1'-0" 4 EAST (RIGHT SIDE)- ELEVATION A3.0 SCALE: 1/8" = 1'-0" 2 WEST (LEFT SIDE)- ELEVATION A3.0 SCALE: 1/8" = 1'-0" 5 TRASH ENCLOSURE FRONT ELEVATION A3.0 SCALE: 1/8" = 1'-0" 6 TRASH ENCLOSURE SIDE ELEVATION EXTERIOR COLORS BRICK 1 ACME BRICK #245 "VEL. MOD. CHOCOLATE" BRICK 2 ACME BRICK #100 "BURNT PUMPKIN" BRICK 3 ACME BRICK #114 "PARK AVE" STUCCO LT. BEIGE METAL ROOF DREXMET "BUCKSKIN" REVISIONS; 1. CORRECTIONS PER TECHNICAL SERVICES 8-12-15 REDLINES 1 2 5