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HomeMy WebLinkAboutSOUTH TIMBERLINE ROAD EAST MULBERRY STREET INTERSECTION IMPROVEMENTS - Filed SP-SITE/LANDSCAPE PLAN - 2007-10-03Iff(REVISIONS: I . i, .. ,.. I I Ali �j DATE: CITY OF FORT COLLINS, COLORADO =- - ENGINEERING DIVISION A DESIGNED BY: DRAWN BY: APPROVED BY: Bs Bs Ms TIMBERLINE RD. / MULBERRY SCALE: DATE: CHECKED BY: DATE: na 3/17/00 FH 5/20/99 INTERSECTION IMPROVEMENT I A I SHEET. ST. L-1 S OF AA --1 2■ • t 0 0 a S: FEBCO 825YA SERIES BACKFLOW PREVENTER TAP SIZE STRONG BOX SBBC 30 AL I ENCLOSURE TYPE K COPPER PIPE LENGTH AS REQ'D FINISH GRADE PVC SCH. 40 MALE ADAPTER PVC MAINLINE COPPER EL (TYP) TYPE K COPPER PIPE FROM WINTERIZATION ASSEMBLY NOTES: 1. FITTINGS AND PIPE SHALL BE SIZED SAME AS BACKFLOW PREVENTION DEVICE SIZE. BACKFLOW PREVENTION ASSEMBLY CARSON 910-125 VALVE BOX WITH COVER FINISH GRADE 0 QUICK COUPLING VALVE STAINLESS STEELL GEAR CLAMP- (IOF2) PVC SCH 80 NIPPLE LENGTH AS REQ'D PVC SCH 40 EL PVC MAINLINE PIPE PVC SCH 80 NIPPLE 12 INCH LENGTH 2" X 21X 24"REDWOOD STAKE SIDE VIEW TOP VIEW NOTES: 1. BRAND "QC" INTO LID OF VALVE BOX WITH 3 INCH LETTERS. QUICK COUPLING VALVE ASSEMBLY DATE: PVC SCH. 40 TEE OR EL PVC SCH. 40 TEE OR EL CARSON 1310-12 VALVE BOX WITH COVER FINISH GRADE 2 INCH DEPTH OF 3/4 INCH WASHED GRAVEL 2 INCH PVC PIPE LENGTH AS REQUIRED GATE VALVE PVC MAINLINE PIPE 3 INCH DEPTH OF 3/4 INCH WASHED GRAVEL PVC SCH. 40 MALE ADAPTER NOTES: 1. LOCATE GATE VALVE AT LEAST 12 INCHES FROM, AND ALIGN WITH WALLS, OR EDGES OF PAVED AREAS. 2. BRAND "GV" INTO LID IN 3 INC�I LETTERS. ISOLATION GATE VALVE ASSEMBLY MARKING RIBBON WIRING - WIRING a MAINLINE LATERAL NOTES: 1. TAPE AND BUNDLE WIRE AT 10' INTERVALS 2. ALL PIPING TO BE INSTALLInD IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS 3. TIE A 24 INCH LOOP IN ALL WIRING AT CHANGES OF DIRECTIONS GREATER THAN 30 DEGREES. UNTIE AFTER ALL CONNECTIONS ARE MADE. TYPICAL TRENCHING AND PIPE/WIRE INSTALLATION CARSON 1419-13 VALVE BOX WITH COVER VALVE MARKER FINISH GRADE 3/4 INCH COPPER MALE ADAPTER WITH CAP. 3 INCH DEPTH OF 3/4 INCH WASHED GRAVEL 2 INCH PVC PIPE - LENGTH AS REQUIRED. COPPER MALE ADAPTER TYPE K COPPER PIPE LENGTH AS REQ'D. TYPE K COPPER RISER LENGTH AS REQ'D. TYPE K COPPER TO BACKFLOW PREVENTION ASSEMBLY COPPER TEE GATE VALVE OPERATING NUT COPPER MALE ADAPTER TYPE K COPPER PIPE FROM POINT OF CONNECTION NOTES: 1. FITTINGS AND PIPE SHALL BE SAME SIZE AS TAP SIZE. WINTERIZATION ASSEMBLY IRRIGATION DETAILS Iandua,m Architecture & Planning lss weir N0VWA w AVlw "W mow. CO�M WSJ. 970 NA 1921 r": Y70"42,648 ,DESIGNED BY: DRAWN BY: `APPROVED BY: �htti CITY OF FORT COLLINS, COLORADO Bs Bs Ms TIMBERLINE RD. / MULBERRY ST. 1-5 SCALE: REVISED CHECKED BY: DATE: OF ENGINEERING DIVISION City of of F� _ _____ I 3/17/00 FH 5/20/99 INTERSECTION IMPROVEMENTS A w C-1 277 m Ln cn m i CD a 0 11 I� C-1 277 r*j ►z ►_` �- DECIDUOUS TREES W►� ►� QUANT KEY COMMON NAME BOTANIC NAME MIN SIZE ROOT REMARKS ----- -------------------------------------------------- ------------------------------------ 15 HCP Hawthorn, Thornless Cockspur Crataegus crus—galli 'Inermis' 2"cal B&B b 5 LG Linden, Greenspire Tilia cordato 'Greenspire' 2"cal B&B 5 PU Pear, Ussurian Pyrus ussuriensis 2 cal B&B ► t i 5650 s. f. 7180 s. f. 2290 s. f. 105 c. y. e- A - TIMBERLINE RD. REVISIONS: DATE: CITY OF FORT COLLINS, COLORADO lAak ENGINEERING DIVISION My of F Wood mulch on fabric see sp Street light (t9p) 5-PU Limit of Construction DESIGNED BY: DRAWN BY: "APPROVED BY: BS I BS MS SCALE: REVISED: CHECKED BY: DATE: 1" = 30' 3/17/00 FH 5/20/99 / Land+cape Architecturc fr Planning o 30 60 99 IA vft x ww m" Aw4wwt COLLiw., Colowlloo 00844 . D""41G41 Landscape Plan I4I: ww 4w4 i44w rm: TIMBERLINE RD./MULBERRY ST. INTERSECTION IMPROVEMENTS C —1 SHEET P1 OF 0 277 0 0 a lk T-4 v C -1 277 0 0 N EVISIONS: DATE: CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION - Concrete splash strip Curb/ PLANT LIST SHEET 2 J M,4TCHL INE La AvapeA"iketwr & I'Lanmg ID *70 AMA 192 Pm: 970 404 sa.s 0 30 60 90 Landscape Plan DECIDUOUS TREES QUANT KEY COMMON NAME BOTANIC NAME MIN SIZE ROOT REMARKS 8 HCP Hawthorn, Thornless Cockspur Crataegus crus—golli inermis 2"cal B&B 13 HAC Hackberry Celtis occidentalis 2"cal B&B SPECIALTY Wood Mulch on fabric Turf sod Concrete Splash Stri Topsoil (fill median 3570 s. f. 5565 s. f. 1350 s. f. 66 c. y. DESIGNED BY: DRAWN BY: APPROVED BY: SHEET Bs Bs Ms TIMBERLINE RD. / MULBERRY ST. P3 SCALE: REVISED: CHECKED BY: DATE: OF 0a. �� °° pit = 30' 3/i7/00 FH 5/20/99 INTERSECTION IMPROVEMENTS 4 C -1 277 ti 0 0 PU m 7 m m 0 Lo 0 T f0 I W PLANT LIST -Timberline Road (total sheets P1-P3) TREES QUANT KEY COMMON NAME 12 OB Bur Oak 34 HCP Hawthorn, Thronless Cockspur 5 LG Linden, Greenspire 19 HAC Hackberry 5 PU Pear, Ussurian SPECIALTY Wood Mulch on fabric Turf sod Concrete Splash Strip Topsoil (fill medians) BOTANIC NAME Quercus macrocarpa Crataegus crus—galli inermis Tilia cordata 'Greenspire' Celtis occidentalis Pyrus ussuriensis 12, 808s. f. 25, 025 s . f. 6680 s. f. 237 c. y. PLANT LIST -Mulberry St. MIN SIZE ROOT REMARKS 2" Cal B&B 2" c a 1 B&B 2" Cal B&B 2" Cal B&B 2" Cal B&B TREES — Mulberry Medians 12 HCP Hawthorn, Thronless Cockspur Crataegus crus—galli inermis 2"Cal B&B SPECIALTY Wood Mulch on fabric 4,472 s. f. Concrete Splash Strip 1708 s.f. Curb 249 1. f . Topsoil (fill medians) 83 c. y. DATE: CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION --D BY: DRAWN BY: BS I BS REVISED: 5/5/ r�"� SPLASH STRIP TOP SOIL (FILL MEDIAN) CURB �f SPECIFIED PLANTING -J .1 ' ' ' MIX. WATER TO SETTLE, 2 X BALL DIA. DO NOT TAMP MEDIAN PLANTING NOTES: PRUNE DEAD OR DAMAGED WOOD AT TIME OF PLANTING. REGULARLY SCHEDULED PRUNING BY CERTIFIED ARBORIST TO BEGIN THE FOLLOWING SEASON BEFORE END OF WARRANTY/MAINTENANCE PERIOD. REMOVE ALL TWINE, ROPE, AND/OR RUBBER FROM AROUND TOP OF BALL, PEEL BACK BURLAP, AND REMOVE WIRE BASKET FROM AROUND ROOT BALL. PLANT SO THAT TOP OF ROOT BALL IS 2' ABOVE FINISH GRADE. • 2 STRAND TWISTED GAL. GUY WIRE WITH GROMMETED STRAPS • ro' T-POST ( IF REQUIRED) 2 STAKES PER TREE DRIVEN (MIN. 18') FIRMLY INTO SUBGRADE PRIOR TO BACKFILLING TREE WRAP, FROM BOTTOM TO — TOP OF FIRST BRANCH, SECURE W/ ELECTRICAL TAPE, NO STAPLES, APPLY LATE FALL, REMOVE EARLY SPRING SPECIFIED PLANTING MIX WATER TO SETTLE, DO NOT TAMP • ONLY DECIDUOUS TREES WHICH ARE WEAK, HAVE LOOSE ROOT BALLS, OR ARE BEING PLANTED IN PARTICULARLY WINDY SITES REQUIRE STAKING. STAKE FOR I YR. ONLY. MULCH AS PER SPEC. o WEED BARRIER 4' SPLASH STRIP, EXPOSED AGGREGATE CONCRETE SHALL BE CLASS 'EA' CONCRETE INTEGRALLY COLORED WITH 11/2 LBS. OF DAVIS COLOR NO. 5231 SAN DIEGO BUFF PER SACK OF CEMENT. THE SURFACE OF THE EXPOSED AGGREGATE CONCRETE SHALL BE SEALED AND PROTECTED FROM DRYING BY APPLYING A THIN COAT OF DAVIS W-1000 CLEAR CURE AND SEAL, OR APPROVED EQUAL, AFTER IS IS WASHED. SCALE: NOT TO SCALE in ®lllii�J'g W11111 2 X BALL DIA. DECIDUOUS/EVERGREEN TREE • CITY FORESTER SHALL INSPECT AND APPROVE ALL PLANT MATERIAL PRIOR TO DELIVERY TO PROJECT SITE. LANDSCAPE ARCHITECT AND CITY FORESTER SHALL APPROVE ALL PLANTING LOCATIONS PRIOR TO INSTALLATION. PROVED BY: ms CHECKED BY: DATE: FH I 5/20/99 4' MULCH (AS PER SPEC.) 'MINIMUM HIGH WATER SAUCER SCALE: NOT TO SCALE Landscape..\Details TIMBERLINE ROAD EXTENSION PROSPECT RD. TO INTERNATIONAL BLVD. C-1 MIA 277 El w rt n n go I W ` 77 .1 f'V 7 r 0 0 0 REVISIONS: LEGEND —__— SLEEVING: SCD 40 PVG size as indicated on drawing. (total = (000 IS.) Mainline Pipe: 111/2' Class 200 PVC Lateral Pipe: 1" Class 200 PVC unless otherwise noted on the plan --r� Unconnected Pipe Crossing �+ Isolation Gate Valve Assembly -Red d White 26l Series (11i2') Qo.c. Quick Coupling Valve Assembly: Rainbird 5LRC O 4" Pop-up Rotor Sprinklers: Hunter PGi"i-06-A-V Pressure: 40 PSI Nozzle: .50 Radius: 15' Flow: 0.50 GPM 910 4" Pop-up Rotor Sprinklers: Hunter PGM-06-A-V Pressure: 40 PSI Nozzle: 1.0 Radius: 21' Flow: 1.0 GPM m 4" Pop-up Strip Spray Sprinklers: Rainbird 1804-PRS-i5EST Pressure: 30 PSI Nozzle: 15E5T Radius. 4'xl5' Flow: 0.61 GPM O Q 4" Pop-up Spray Sprinklers: Rainbird 1804-FRS-10H(Q) Pressure: 30 PSI Nozzle: 10H Radius: 10' Flow: 0.11B GPM Nozzle: 10Q Radius: 10' Flow: 0.39 GPM � 4" Pop-up Spray Sprinklers: Rainbird 1804-PRS-15H(Q) Pressure: 30 PSI Nozzle: 15H Radius: 15' Flow: 1.85 GPM Remote Control Valve Assembly: Rainbird PEB Series Model 100-PE5-PR5-5 ® Irrigation Controller Unit: Irritrol MC Series MC-24-5 (19 stations used) j� Backflow Prevention Device: FEBCO Model 8251'A Indicates Lateral Discharge in GPM 60 A: 4 Indicates Controller and Controller Station Number 2, Indicates Remote Control Valve Size in inches Winterization Assembly No substitutions will be accepted without a written request submitted to and approved by the Landscape Architect. LOCATE ROTARY SPRINKLER 6 INCHES FROM ADJACENT BOULDERS, WALLS, FENCES OR PAVED AREAS. FINISH GRADE POP UP ROTARY SPRINKLER PVC SCH. 80 NIPPLE (3 INCH LENGTH) PVC LATERAL PIPE PREFABRICATED LASCO SWING JOINT ASSEMBLY POP-UP ROTARY SPRINKLER ASSEMBLY GENERAL NOTES The irrigation contractor shall determine the exact location of underground utilities and electrical wiring prior to construction. Electrical power to the irrigation control system shall be in accordance with local electric utility codes. The irrigation contractor shall turn over to the owner the following: a: Two (2) each of all operating keys and servicing tools needed for complete access, adjustment, and repair of all irrigation system components. This includes specialized tools required for complete disassembly of each sprinkler, and valve. b: Two (2) each Rainbird 5LRC quick coupling keys, and hose swivel to operate the quick coupling valves shown on the drawing. The system design assumes a minimum static pressure of 60 PSI and a maximum discharge of IS GPM at each 1" POC at the NEcorner of Lincoln Ave. and Timberline Road. The Irrigation contractor shall verify pressure and flow on site prior to construction. The Contractor shall report any discrepancies to Owner's Representative before continuing work Failure by the Contractor to verify pressure and flow capacity on site prior to installation shall result in the Contractor assuming responsibility for re -design or additional equipment deemed necessary if assumptions differ from site conditions. The Irrigation Contractor shall become thoroughly familiar with the specifications for this and related work prior to construction. The Irrigation Contractor shall not install the sprinkler system when it is obvious in the field that obstructions or grade differences exist that might not have been considered in the engineering, or if discrepancies in construction details, legend, notes, or specifications are discovered. All such obstructions or discrepancies shall be brought to the attention of the Owner's representative. The drawings are diagrammatic. In some cases, irrigation components may be shown outside of planting areas for clarity. The irrigation Contractor shall avoid any conflicts between the irrigation system, planting materials, and architectural features. Irrigation pipe and wiring shall be installed in landscaped area whenever possible. WATER TIGHT CONNECTION (1 OF 2)- RAIN BIRD SNAP TIGHT OR EQUAL CARSON 1419-13 VALVE BOX WITH COVER FINISH GRADE REMOTE CONTROL VALVE (SEE LEGEND FOR TYPE) PVC SCH 80 NIPPLE LENGTH AS REQ'D PVC SCH. 40 EL PVC SCH 80 NIPPLE LENGTH AS REQ'D PVC MAINLINE PIPE PVC SCH. 40 TEE OR EL 3 INCH DEPTH OF 3/4 INCH PVC SCH. 40 MALE ADAPTER PVC LATERAL PIPE NOTES: 1. SIZE FITTINGS TO MATCH VALVE SIZE 2. LOCATE VALVE BOX 12' FROM, AND ALIGN WITH NEARBY WALLS OR PAVED AREAS. GROUP RCV ASSEMBLIES WHEN PIRATICAL. ARRANGE BOXES IN RECTANGULAR PATTERN 3. BRAND CONTROLLER d STATION NUMBER INTO LID OF EACH VALVE BOX IN 3" LETTERS. REMOTE CONTROL VALVE ASSEMBLY CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION DESIGNED BY: DRAWN BY: APPROVED BY: BS BS MS SCALE: REVISED CHECKED BY: DATE: ----- 3/17/00 . FH 5/20/99 LOCATE SPRAT' SPRINKLER 1-2' INCHES FROM ADJACENT BOULDERS, WALLS, FENCES OR PAVED AREAS. FINISH GRADE POP UP SPRAY SPRINKLER PVC SCH. 80 NIPPLE LENGTH AS REQUIRED PVC LATERAL PIPE PREFABRICATED LASCO SWING JOINT ASSEMBLY POP-UP SPRAY SPRINKLER ASSEMBLY CONTROLLER CONTROL WIRING JUNCTION BOX (1 OF 2) POWER WIRING PEDESTAL ELECTRICAL CONDUIT FOR POWER AND CONTROL WIRING IRRIGATION CONTROLLER UNIT INSTALLATION Landscape Architecture & ]'Lan* 1= WMW 1 099MA N AWNUM row cou s, cow m am" IRRIGATION DETAILS ". 0 "41Z"3 TIMBERLINE RD. / MULBERRY ST. INTERSECTION IMPROVEMENTS SHEET 1-4 OF 5 w C-1 277