Loading...
HomeMy WebLinkAboutFORT COLLINS MONTESSORI SCHOOL - FDP200002 - DOCUMENT MARKUPS - ROUND 3 - LANDSCAPE PLANTFG Design, LLC 138 E 4th Street, STE #1 Loveland CO 80537 (970) 669.3737 LANDSCAPE ARCHITECTURE PLANNING SHEET OF SHEET NUMBER: SHEET TITLE: REVISIONS: PROJECT INFORMATION: OWNER: DRAWN BY: David Kasprzak FILE LOCATION: x:\Shared\Projects\177 hauser architects\177-1902fc fort collins montessori school\AutoCAD\177-1902fc fort collins montessori school\DWG\General\L1.0 COVER SHEET.dwg PLOT DATE: 2/19/2020 10:54 AM PROJECT NUMBER: DATE: PHASE: www.tfgdesign.com THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF TFG DESIGN, LLC. - THE FRONTERRA GROUP AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE P E RMISSION O F T H E L A N D S C A P E A R C H I T E C T . The Group FronTerra 1 13 L1.0 COVER SHEET SPAR (FDP) 2ND SUBMITTAL SPAR (FDP) 20200219 20200107 SPAR (FDP) OCT 16 , 2019 177-1902FC LARIMER FORT COLLINS, COLORADO SITE PLAN ADVISORY REVIEW FORT COLLINS MONTESSORI SCHOOL Fort Collins, Colorado Fort Collins Montessori School VICINITY MAP SITE TOTAL AREA 187,034 SF / 4.294 AC BUILDING COVERAGE (all phases): 31,227 SF / 16.7% PHASE I 15,757 SF HARD SURFACE (all phases): 47,000 SF / 25.1% OPEN SPACE (all phases): 108,807 SF / 58.2% PARKING PROVIDED (all phases): 48 SPACES ADMINISTRATION 4,606 SF PRIMARY WING 11,151 SF PHASE II 10,970 SF ELEMENTARY WING 10,970 SF PHASE III 4,500 SF MULTI-PURPOSE 4,500 SF CURRENT USE: RESIDENTIAL PROPOSED USE: CHARTER SCHOOL ZONING DISTRICT: LMN (Low Density Mixed-Use 16 8 12 12 12 12 16 8 DROP OFF LANE DROP OFF ENHANCED CONCRETE PLAZA AREA CONNECTING CONCRETE WALK TO EXISTING WALK FUTURE EMERGENCY ACCESS GATE PRIMARY PLAYGROUND (3-5 YRS.) PROPOSED PRIMARY SCHOOL (15,757 SF) CONCRETE PATIO, (TYP) PROPOSED TRASH ENCLOSURE PROPOSED RIGHT-IN / RIGHT-OUT W HARMONY RD (EAST BOUND) S SHIELDS ST (SOUTH BOUND) EXISTING MEDIAN EXISTING MEDIAN 380.6' PROPOSED ADMINISTRATION EXISTING WOOD OUT BUILDING TO REMAIN FUTURE ELEMENTARY (10,970 SF) TEMPORARY WOOD PRIVACY FENCE PROPOSED RIGHT-IN / RIGHT-OUT / LEFT-IN 380.2' WOOD PRIVACY FENCE WITH PEDESTRIAN ACCESS GATE EXISTING 8' WIDE WALK EXISTING 8' WIDE WALK PROPOSED CONCRETE WALK 9' 15' 8' 3' 1' PANEL CAP TO MATCH BUILDING CMU BLOCK WALL SET ON 12" HT. CONCRETE WALL WITH STONE VENEER CMU BLOCK WALL WITH ARCHITECTURAL METAL WALL PANEL (COLOR-LIGHT TAN) TO MATCH BUILDING OFFSITE WALL ON NORTH SIDE BACK AND SIDE ELEVATIONS - SIMILAR, SEE PLANS FOR OFFSET WALL ON NORTH SIDE 5" SQUARE STEEL POST. BOTH SIDES OF GATE, (TYP). 3" STEEL ANGLE FRAMING MINIMUM (3) HEAVY DUTY HINGES METAL GATE: COLOR TO MATCH BUILDING, COLOR: LIGHT TAN CANE BOLT AT GRADE 6' HT. 3" 3'-3" 3" 2'-6" 6'-6" 6' HT. 36" MIN. CLR. INSIDE WALL CMU INSIDE 12" HT. CONCRETE WALL 9' 6" CONCRETE SLAB (MEDIUM BROOM FINISH), SLOPED TO DRAIN CONCRETE FILLED BOLLARDS, PAINTED TO MATCH LIGHT TAN COLOR OF BUILDING, (TYP) 8" 6" CONCRETE SLAB (MEDIUM BROOM FINISH), SLOPED TO DRAIN 16X8X8 CMU BLOCK WALL WITH STONE VENEER AND METAL PANEL 6-YARD OR SMALLER DUMPSTER 60" X 72". DUMPSTER TO BE FRONT FACING OR SIDE FACING WITH FRONT TOWARDS SIDE ENTRY 5" SQUARE STEEL POST. BOTH SIDES OF GATE, (TYP). NOTE: TRASH ENCLOSURES SHALL BE PLACED AROUND DUMPSTERS AND ANY OTHER PROPOSED RECEPTACLE OF TRASH. THE DUMPSTER SHOULD BE SCREENED FROM ROW VIEW. THE ENCLOSURE SHOULD PREVENT TRASH BEING SCATTERED BY WIND OR ANIMALS. THE DUMPSTER SHOULD BE PLACED ON A CONCRETE PAD, ENCLOSED BY AN OPAQUE WALL AT LEAST SIX FEE IN HEIGHT, WITH OPAQUE GATES. THE ENCLOSURE SHALL BE STURDY AND BUILT WITH QUALITY WOOD AND/OR MASONRY FCMS 7'-3" 6'-2" 3'-6" 3' 4' 7'-3" 6'-2" 3'-6" 3' 4' 3' 8" 12' MAX. SEE DETAIL 4, SAME SHEET 5 1 4 1 2 4 80% 100% ALUMINUM FENCE SYSTEMS 6. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info REFERENCE NUMBER 048-088 3. ALL DIMENSIONS ARE CONSIDERED TRUE AND REFLECT MANUFACTURER'S SPECIFICATIONS. 2. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. NOTES: 4. AMETCO'S ALUMNIUM FENCING SYSTEM IS 100% MANUFACTURED IN THE UNITED STATES. 5. DO NOT SCALE DRAWINGS. 1. THE 4" ALUMINUM EXTRUSION CAN RUN EITHER HORIZORTALLY OR VERTICALLY. NORTH 0 SCALE: 1/2" 1" 2" 3" 1" = X' TFG Design, LLC 138 E 4th Street, STE #1 Loveland CO 80537 (970) 669.3737 LANDSCAPE ARCHITECTURE PLANNING SHEET OF SHEET NUMBER: SHEET TITLE: REVISIONS: PROJECT INFORMATION: OWNER: DRAWN BY: David Kasprzak FILE LOCATION: x:\Shared\Projects\177 hauser architects\177-1902fc fort collins montessori school\AutoCAD\177-1902fc fort collins montessori school\DWG\Site\X FENCE & COLUMN DETAILS.dwg PLOT DATE: 2/19/2020 10:56 AM PROJECT NUMBER: DATE: PHASE: www.tfgdesign.com THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF TFG DESIGN, LLC. - THE FRONTERRA GROUP AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE P E RMISSION O F T H E L A N D S C A P E A R C H I T E C T . The SHRUB BED WITH SPECIFIED MULCH PLAYGROUND WITH ENGINEERED WOOD FIBAR CRUSHER FINES IRRIGATED NATIVE SEED IRRIGATED TURF (NO HATCH) NATURAL OPEN AREA WITH ENGINEERED WOOD FIBAR TRANSPLANTED EVERGREEN TREE OR NEW AUSTRIAN PINE EXISTING EVERGREEN TREE TO REMAIN EXISTING DECIDUOUS TREE TO REMAIN ORNAMENTAL GRASS EVERGREEN SHRUBS DECIDUOUS SHRUBS DECIDUOUS TREES LOW LAND NATIVE SEED 4626 SOUTH SHIELDS ST. PARCEL NO. 9603100009 1 RTL 1 ACC 5 ACC 1 RTL 1 RTL 8 ACC 3 RTL 1 QMC 2 RTL 3 JST 1 RTL 3 RTL 3 JST 1 RTL 1 QMC 4 ACC 1 QMC 1 RTL 6 ACC 1 RTL 2 ACC 3 RTL 3 ACC 1 RTL 6 ACC 1 RTL 3 ACC 32 HES 25 HES 1 RTL 2 ACC 1 QMC 2 ACC 1 QMC 1 QMC 3 JST HIGH WATER USE MODERATE WATER USE LOW WATER USE 16 8 12 12 12 12 16 8 NORTH 0 SCALE: 20' 40' 80' 120' 1" = 40' TFG Design, LLC 138 E 4th Street, STE #1 Loveland CO 80537 (970) 669.3737 LANDSCAPE ARCHITECTURE PLANNING SHEET OF SHEET NUMBER: SHEET TITLE: REVISIONS: PROJECT INFORMATION: OWNER: DRAWN BY: David Kasprzak FILE LOCATION: x:\Shared\Projects\177 hauser architects\177-1902fc fort collins montessori school\AutoCAD\177-1902fc fort collins montessori school\DWG\Landscape\L2.2 HYDROZONES, PLANT SCHEDULE & NOTES.dwg PLOT DATE: 2/19/2020 10:57 AM PROJECT NUMBER: DATE: PHASE: www.tfgdesign.com THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF TFG DESIGN, LLC. - THE FRONTERRA GROUP AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE P E RMISSION O F T H E L A N D S C A P E A R C H I T E C T . The Group FronTerra 6 13 L2.2 HYDROZONES, PLANT SCHEDULE & NOTES SPAR (FDP) 2ND SUBMITTAL SPAR (FDP) 20200219 20200107 SPAR (FDP) OCT 16 , 2019 177-1902FC LARIMER FORT COLLINS, COLORADO SITE PLAN ADVISORY REVIEW FORT COLLINS MONTESSORI SCHOOL Fort Collins, Colorado Fort Collins Montessori School TFG Design, LLC 138 E 4th Street, STE #1 Loveland CO 80537 (970) 669.3737 LANDSCAPE ARCHITECTURE PLANNING SHEET OF SHEET NUMBER: SHEET TITLE: REVISIONS: PROJECT INFORMATION: OWNER: DRAWN BY: David Kasprzak FILE LOCATION: x:\Shared\Projects\177 hauser architects\177-1902fc fort collins montessori school\AutoCAD\177-1902fc fort collins montessori school\DWG\Landscape\L2.3 LANDSCAPE DETAILS & SPECIFICATIONS.dwg PLOT DATE: 2/19/2020 10:58 AM PROJECT NUMBER: DATE: PHASE: www.tfgdesign.com THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF TFG DESIGN, LLC. - THE FRONTERRA GROUP AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE P E RMISSION O F T H E L A N D S C A P E A R C H I T E C T . The Group FronTerra 7 13 L2.3 LANDSCAPE DETAILS & SPECIFICATIONS SPAR (FDP) 2ND SUBMITTAL SPAR (FDP) 20200219 20200107 SPAR (FDP) OCT 16 , 2019 177-1902FC LARIMER FORT COLLINS, COLORADO SITE PLAN ADVISORY REVIEW FORT COLLINS MONTESSORI SCHOOL Fort Collins, Colorado Fort Collins Montessori School 1. TIME OF SEEDING: UNLESS OTHERWISE APPROVED, ALL TURF SEEDING SHALL BE COMPLETED BETWEEN APRIL 15 AND MAY 31, OR BETWEEN SEPTEMBER 1 AND OCTOBER 15. 2. DRILL SEEDING: DRILL SEED USING A DRILL IMPLEMENT EQUIPPED WITH THE FOLLOWING PREFERABLE FEATURES; DEPTH BANDS - TO ALLOW SEEDING AT THE PROPER DEPTH SEED BOX AGITATOR - TO PROMOTE SEED MIXING SEED BOX BAFFLES - TO AID IN EVEN SEED DISTRIBUTION AMONG ROWS SEED-METERING DEVICE - TO PROMOTE EVEN SEED DISTRIBUTION WITHIN ROWS FURROW OPENERS - TO PERMIT PROPER SEED PLACEMENT FROM SEED SPOUTS, AND DRAG CHAINS - TO AID IN SEED COVERAGE 3. THE DRILL WILL BE ADJUSTED TO PLANT SEED TO THE PROPER DEPTH. THE DEPTH OF SEEDING WILL BE APPROXIMATELY 0.25 TO 0.50 INCH. DRILL ROW SPACING WILL BE SET AT APPROXIMATELY 6 TO 8 INCHES. THE DRILL WILL THEN BE TOWED ACROSS THE SEEDBED TO COMPLETE THE PLANTING OPERATION. DRILL SEEDING WILL TAKE PLACE IMMEDIATELY FOLLOWING THE COMPLETION OF FINAL SEED BED PREPARATION 16 8 12 12 12 12 16 8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 42 43 44 45 46 48 49 47 50 51 52 53 55 57 56 58 59 60 SYMBOL MANUFACTURER/MODEL/DESCRIPTION PSI HUNTER PROS-06-PRS30-CV WITH TORO PRECISION NOZZLE 8 SERIES 30 HUNTER PROS-06-PRS30-CV: TURF SPRAY, 30 PSI REGULATED 6.0" POP-UP. WITH FACTORY INSTALLED DRAIN CHECK VALVE. CO-MOLDED WIPER SEAL WITH UV RESISTANT MATERIAL. UTILIZE TORO PRECISION SPRAY NOZZLES HUNTER PROS-06-PRS30-CV WITH TORO PRECISION NOZZLE 10 SERIES 30 HUNTER PROS-06-PRS30-CV: TURF SPRAY, 30 PSI REGULATED 6.0" POP-UP. WITH FACTORY INSTALLED DRAIN CHECK VALVE. CO-MOLDED WIPER SEAL WITH UV RESISTANT MATERIAL. UTILIZE TORO PRECISION SPRAY NOZZLES HUNTER PROS-06-PRS30-CV WITH TORO PRECISION NOZZLE 12 SERIES 30 HUNTER PROS-06-PRS30-CV: TURF SPRAY, 30 PSI REGULATED 6.0" POP-UP. WITH FACTORY INSTALLED DRAIN CHECK VALVE. CO-MOLDED WIPER SEAL WITH UV RESISTANT MATERIAL. UTILIZE TORO PRECISION SPRAY NOZZLES HUNTER PROS-06-PRS30-CV WITH TORO PRECISION NOZZLE 15 SERIES 30 HUNTER PROS-06-PRS30-CV: TURF SPRAY, 30 PSI REGULATED 6.0" POP-UP. WITH FACTORY INSTALLED DRAIN CHECK VALVE. CO-MOLDED WIPER SEAL WITH UV RESISTANT MATERIAL. UTILIZE TORO PRECISION SPRAY NOZZLES HUNTER MP2000 PROS-06-PRS40-CV 40 TURF ROTATOR, 6" POP-UP WITH FACTORY INSTALLED CHECK VALVE, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE ON PRS40 BODY. K=BLACK ADJ ARC 90-210, G=GREEN ADJ ARC 210-270, R=RED 360 ARC. HUNTER MP3000 PROS-06-PRS40-CV 40 TURF ROTATOR, 6" POP-UP WITH FACTORY INSTALLED CHECK VALVE, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE ON PRS40 BODY. B=BLUE ADJ ARC 90-210, Y=YELLOW ADJ ARC 210-270, A=GRAY 360 ARC. SYMBOL MANUFACTURER/MODEL/DESCRIPTION PSI GPM RADIUS HUNTER I-20-06-SS 45 3.00 38' TURF ROTOR, 6.0" POP-UP. ADJUSTABLE AND FULL CIRCLE. STAINLESS STEEL RISER. DRAIN CHECK VALVE. STANDARD NOZZLE. HUNTER I-20-06-SS 45 4.00 40' TURF ROTOR, 6.0" POP-UP. ADJUSTABLE AND FULL CIRCLE. STAINLESS STEEL RISER. DRAIN CHECK VALVE. STANDARD NOZZLE. HUNTER I-20-06-SS 45 6.00 43' TURF ROTOR, 6.0" POP-UP. ADJUSTABLE AND FULL CIRCLE. STAINLESS STEEL RISER. DRAIN CHECK VALVE. STANDARD NOZZLE. SYMBOL MANUFACTURER/MODEL/DESCRIPTION DRIP VALVE ASSEMBLY HUNTER ICZ-101-25: DRIP CONTROL ZONE KIT. 1" ICV GLOBE VALVE WITH 1" HY100 FILTER SYSTEM. PRESSURE REGULATION: 25PSI. FLOW RANGE: 2 GPM TO 20 GPM. 150 MESH STAINLESS STEEL SCREEN. DRIPLINE FLUSH CAP AGRIFIM FLUSH CAP. 3/4" DRIPLINE COMPRESSION END CAP WITH SCREW ON END. SYMBOL MANUFACTURER/MODEL/DESCRIPTION REMOTE CONTROL VALVE ASSEMBLY HUNTER MODEL ICV 1", 1-1/2", 2", AND 3" PLASTIC ELECTRIC REMOTE CONTROL VALVES, GLOBE CONFIGURATION QUICK COUPLER VALVE ASSEMBLY HUNTER HQ-5RC: VALVE WITH YELLOW RUBBER COVER, RED BRASS AND STAINLESS STEEL, WITH 1" NPT INLET, 1-PIECE BODY. ISOLATION GATE VALVE ASSEMBLY MATCO-NORCA 514TX: 1/2"-4" BRASS GATE VALVE, FULL PORT, WITH SOLID WEDGE. IPS. CROSS HANDLE. SAME SIZE AS MAINLINE PIPE. MASTER VALVE ASSEMBLY A 2 1 NORTH 0 SCALE: 15 30 60 90 1" = 30' TFG Design, LLC 138 E 4th Street, STE #1 Loveland CO 80537 (970) 669.3737 LANDSCAPE ARCHITECTURE PLANNING SHEET OF SHEET NUMBER: SHEET TITLE: REVISIONS: PROJECT INFORMATION: OWNER: DRAWN BY: dmrkp FILE LOCATION: C:\Users\dmrkp\Dropbox\MPi Designs\Client Files\TFG Design, LLC\FTC Montessori School\1-DESIGN PHASE\Design files\IR-FTC MONTESSORI SCHOOL.dwg PLOT DATE: 10/7/2019 3:08 PM PROJECT NUMBER: DATE: PHASE: www.tfgdesign.com THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF TFG DESIGN, LLC. - THE FRONTERRA GROUP AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE P E RMISSION O F T H E L A N D S C A P E A R CHITECT. The Group FronTerra 10 13 IR1.1 IRRIGATION PLAN SPAR (SDP) 10/07/2019 177-1902FC LARIMER FORT COLLINS, COLORADO 80525 1109 W HARMONY RD PRELIMINARY SPAR SITE DEVELOPMENT PLAN FORT COLLINS MONTESSORI SCHOOL Fort Collins, Colorado Fort Collins Montessori School TFG Design, LLC 138 E 4th Street, STE #1 Loveland CO 80537 (970) 669.3737 LANDSCAPE ARCHITECTURE PLANNING SHEET OF SHEET NUMBER: SHEET TITLE: REVISIONS: PROJECT INFORMATION: OWNER: DRAWN BY: David Kasprzak FILE LOCATION: x:\Shared\Projects\177 hauser architects\177-1902fc fort collins montessori school\AutoCAD\177-1902fc fort collins montessori school\DWG\Architecture\A1.0 BUILDING ELEVATIONS.dwg PLOT DATE: 2/19/2020 11:15 AM PROJECT NUMBER: DATE: PHASE: www.tfgdesign.com THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF TFG DESIGN, LLC. - THE FRONTERRA GROUP AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE P E RMISSION O F T H E L A N D S C A P E A R C H I T E C T . The Group FronTerra 11 13 A1.0 BUILDING ELEVATIONS & PERSPECTIVE SPAR (FDP) 2ND SUBMITTAL SPAR (FDP) 20200219 20200107 SPAR (FDP) OCT 16 , 2019 177-1902FC LARIMER FORT COLLINS, COLORADO SITE PLAN ADVISORY REVIEW FORT COLLINS MONTESSORI SCHOOL Fort Collins, Colorado Fort Collins Montessori School PERSPECTIVE (PHASE 1) - MAIN ENTRANCE ELEVATIONS (PHASE 1) 1039 MAIN STREET UNIT G WINDSOR, CO 80550 (970) 460-7400 G2CE.COM Fort Collins, CO ES-001 ELECTRICAL INDEX, LEGEND AND SCHEDULE SHEET NUMBER SHEET TITLE ELECTRICAL DRAWING INDEX CITY REVIEW SET OCTOBER 11, 2019 . . . . . . TOTAL: 2 . . . ES-001 ELECTRICAL INDEX, LEGEND AND SCHEDULE ISSUED FOR REFERENCE ONLY ISSUED FOR CONSTRUCTION ELECTRICAL SYMBOLS LIST (NOT ALL SYMBOLS MAY APPEAR IN THESE DRAWINGS) RECESSED MOUNTED LINEAR SURFACE MOUNTED LINEAR FLANGED MOUNTED LINEAR SUSPENDED MOUNTED LINEAR LINEAR STRIP WALL MOUNTED LINEAR WALL BRACKET OPEN DOWNLIGHT, SURFACE OR RECESSED RECESSED ADJUSTABLE DOWNLIGHT TRACK AND TRACK HEAD J DECORATIVE FIXTURE LCS LIGHTING CONTROL STATION EXIT SIGN, SINGLE FACE, CHEVRONS AS EXIT SIGN, DUAL FACE, CHEVRONS AS SHADING INDICATES WIRING DEVICES ON EMERGENCY POWER SOURCE INDICATED INDICATED S SWITCH, SINGLE POLE a S SWITCH, THREE POLE a 3 D DIMMER SWITCH, SINGLE POLE a S DIMMER SWITCH, THREE POLE a 3 O OCCUPANCY SWITCH, SINGLE POLE, a DUAL-TECHNOLOGY, UON CEILING MOUNTED OCCUPANCY SWITCH, J OC SINGLE POLE, DUAL-TECHNOLOGY, UON CONTROL STATION JUNCTION BOX 16 8 12 12 12 12 16 8 FUTURE EMERGENCY ACCESS GATE FUTURE ELEMENTARY (10,970 SF) EXISTING 8' WIDE WALK EXISTING 8' WIDE WALK FUTURE ASPHALT EMERGENCY ACCESS TURN-AROUND FUTURE ASPHALT EMERGENCY ACCESS DRIVE FUTURE MULTI-PURPOSE (4,500 SF) EXISTING 6' HT. WOOD PRIVACY FENCE ALONG ENTIRE WEST BOUNDARY TO REMAIN FUTURE CONCRETE WALK REC. NO. 20090073915 CDOT PARCEL 2 REC. NO. 20090073915 ZONE #1 ZONE #2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.3 0.4 0.3 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.2 0.4 0.6 0.7 0.5 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.7 1.0 1.6 2.3 1.3 0.9 0.8 0.4 0.2 0.2 0.2 0.5 1.1 1.1 1.0 0.8 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.5 0.8 1.0 0.2 1.1 3.7 8.8 10.6 5.2 4.0 1.7 1.5 1.0 0.6 0.3 0.6 1.5 1.6 1.5 1.4 0.6 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.6 1.3 2.3 3.8 2.3 1.0 0.4 0.7 1.7 1.9 1.9 1.8 0.6 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.6 1.4 4.0 5.0 2.2 0.9 0.4 0.9 1.9 2.3 2.4 2.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.7 1.5 2.6 4.6 2.3 1.1 0.5 1.2 2.1 2.7 2.7 2.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 1.0 2.2 4.1 7.6 8.1 5.9 3.1 1.4 0.6 1.4 2.9 3.4 3.5 3.7 0.4 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.8 1.6 3.4 4.0 2.2 1.1 0.7 1.5 3.2 3.5 4.4 4.2 0.7 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.6 1.4 4.1 4.0 1.5 0.8 0.6 1.6 2.5 3.1 3.5 1.9 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.6 1.4 2.8 2.6 1.5 0.8 0.7 1.5 2.1 2.4 3.3 0.5 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.8 1.5 2.9 6.1 0.0 1.9 1.6 0.9 0.8 1.6 2.0 2.1 2.4 0.7 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.9 2.1 4.0 5.2 0.0 2.7 2.0 1.1 0.9 1.6 1.8 1.8 1.8 0.8 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.9 2.1 4.6 4.4 2.3 1.2 1.0 1.3 1.4 1.3 1.2 0.5 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.9 2.3 5.5 6.0 2.4 1.2 0.9 0.9 0.9 0.8 0.7 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.4 1.2 2.7 5.5 5.7 2.9 1.5 0.9 0.7 0.6 0.6 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.4 1.4 3.3 6.1 7.4 7.6 6.5 3.7 1.8 0.8 0.7 0.6 0.5 0.4 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 1.0 2.3 4.5 4.8 2.6 1.3 0.7 0.8 0.9 0.8 0.7 0.5 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.9 2.1 5.2 5.6 2.4 1.0 0.6 0.9 1.3 1.2 1.2 0.9 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.9 2.2 4.0 4.8 2.4 1.1 0.5 1.0 1.9 1.6 1.7 1.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.6 1.1 1.4 0.1 0.1 1.2 1.0 6.6 2.6 1.5 1.0 0.6 1.1 2.0 2.0 2.3 1.7 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.1 0.1 0.2 3.3 3.3 2.0 1.7 1.2 1.3 2.1 2.4 2.8 1.9 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.4 4.6 4.4 5.0 2.8 1.5 1.5 2.3 3.0 2.9 2.6 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.4 7.7 11.2 6.3 3.1 1.4 1.6 3.0 3.5 3.8 5.4 0.6 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.6 7.2 14.3 5.0 2.8 1.4 1.6 2.9 3.5 3.7 5.0 0.6 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.4 4.3 4.7 2.7 2.1 1.3 1.5 2.2 2.9 2.9 2.4 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 1.5 1.3 0.4 0.5 0.6 1.2 2.0 2.4 2.8 1.9 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.4 18.3 10.2 14.1 16.5 1.3 5.4 0.3 2.1 1.1 2.0 1.9 2.2 1.7 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.3 0.2 0.2 0.3 0.4 0.4 0.4 0.3 0.3 0.4 0.3 0.3 17.0 1.5 5.8 1.2 0.8 1.2 2.0 1.7 1.7 1.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.4 0.5 0.5 0.5 0.5 0.6 0.7 0.9 0.9 0.8 0.7 0.9 0.9 0.8 0.7 0.6 0.5 2.1 1.3 0.4 0.4 0.5 0.6 1.0 1.1 1.6 1.9 1.5 1.1 0.8 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.3 0.6 0.8 0.8 0.6 0.6 0.7 1.0 1.2 1.5 1.8 1.8 1.9 1.8 1.6 1.4 1.1 0.8 0.6 0.4 0.3 0.3 0.4 0.6 0.9 1.2 1.6 2.1 2.3 1.6 0.7 0.5 0.2 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.5 0.9 1.4 1.4 1.0 0.7 0.7 0.8 1.1 1.4 1.9 2.4 3.1 3.4 2.8 2.2 1.7 1.3 0.9 0.6 0.4 0.3 0.3 0.4 0.7 1.0 1.4 1.9 2.4 3.0 2.2 0.5 0.3 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.5 1.0 1.5 1.9 2.0 1.6 1.2 0.8 0.7 0.8 1.0 1.5 2.1 2.7 3.6 4.3 3.2 2.4 1.8 1.2 0.9 0.6 0.4 0.3 0.3 0.4 0.7 1.0 1.3 2.0 2.6 3.2 2.6 0.4 0.2 0.1 0.1 0.0 0.1 0.1 0.1 0.2 0.4 0.9 1.6 2.3 2.3 2.3 2.0 1.8 1.4 0.9 0.7 0.8 1.0 1.5 2.2 3.0 3.6 5.1 3.3 2.7 1.9 1.3 0.9 0.6 0.4 0.3 0.3 0.4 0.6 0.9 1.3 2.0 2.7 3.0 2.9 0.4 0.2 0.1 0.1 0.0 0.1 0.1 0.3 0.6 1.2 1.9 3.0 3.7 3.1 2.5 2.7 2.0 1.4 0.7 0.5 0.7 1.0 1.6 2.7 3.7 4.0 5.2 4.0 3.3 2.2 1.3 0.9 0.6 0.4 0.3 0.3 0.4 0.6 0.9 1.4 2.3 3.3 3.6 4.1 0.3 0.2 0.1 0.1 0.0 0.3 0.5 0.9 1.5 2.0 2.3 3.2 3.7 3.5 3.8 2.1 0.8 0.4 0.3 0.4 0.7 1.0 1.5 2.2 3.1 3.6 5.2 3.3 2.7 1.9 1.3 0.9 0.6 0.4 0.3 0.3 0.4 0.6 0.9 1.3 2.0 2.7 3.1 3.1 0.5 0.2 0.1 0.1 0.0 0.5 0.9 1.5 1.9 2.1 2.4 2.8 4.7 7.1 1.3 0.3 0.2 0.2 0.3 0.5 0.7 1.0 1.5 2.1 2.7 3.6 4.3 3.1 2.4 1.8 1.2 0.9 0.6 0.4 0.3 0.3 0.4 0.6 0.9 1.3 1.8 2.4 3.0 2.5 0.3 0.1 0.1 0.1 0.0 0.4 0.8 1.2 1.6 2.0 2.7 2.8 1.8 0.7 0.5 0.2 0.2 0.2 0.3 0.5 0.7 1.1 1.4 1.9 2.5 3.1 3.5 2.9 2.2 1.7 1.3 0.9 0.6 0.4 0.3 0.3 0.4 0.7 1.0 1.3 1.7 2.2 2.8 2.0 0.3 0.1 0.1 0.0 0.0 0.3 0.5 0.8 1.3 1.7 1.4 0.2 0.2 0.3 0.2 0.1 0.1 0.2 0.2 0.4 0.7 1.0 1.2 1.5 1.8 1.9 1.9 1.9 1.7 1.4 1.1 0.9 0.6 0.4 0.3 0.3 0.4 0.6 0.9 1.2 1.4 1.7 1.8 1.1 0.2 0.1 0.0 0.0 0.0 0.2 0.3 0.5 0.7 0.8 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.5 0.6 0.7 0.9 0.9 0.8 0.7 0.9 0.9 0.8 0.7 0.6 0.4 0.3 0.3 0.3 0.3 0.5 0.6 0.7 0.9 1.0 0.9 0.4 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.4 0.4 0.3 0.3 0.2 0.3 0.4 0.4 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.4 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 P2 Z2 Z2 Z1 Z1 Z1 Z1 Z1 Z1 Z1 W4 W4 W4 W4 W4 W4 W4 W4 W4 W2 W2 P3 P3 P3 Z2 Z2 P4 W1 W1 W1 W1 W1 W1 W1 W1 1039 MAIN STREET UNIT G WINDSOR, CO 80550 (970) 460-7400 G2CE.COM Fort Collins, CO ES-100 ELECTRICAL PHOTOMETRIC SITE PLAN SCALE: N A ES-100 PHOTOMETRIC SITE PLAN 1" = 30'-0" J J S SWITCH, MANUAL MOTOR STARTER M TWIN-HEAD EMERGENCY LIGHT POLE MOUNTED LIGHT EXIT SIGN, SINGLE FACE, CHEVRONS AS INDICATED, INTEGRAL EMERGENCY LIGHT CEILING MOUNTED DAYLIGHT J DS SENSOR, 0-10V UON EXIT SIGN, LOW-LEVEL BOLLARD LIGHT FIXTURE IN-GRADE DOWNLIGHT ES-100 ELECTRICAL PHOTOMETRIC SITE PLAN CITY COMMENT CHANGES FEBRUARY 06, 2020 2 BUCKNER-SUPERIOR 3100, NORMALLY OPEN BRASS MASTER VALVE THAT PROVIDES DIRTY WATER PROTECTION. SIZE TO MATCH POC REDUCED PRESSURE BACKFLOW PREVENTER WILKINS 375B: BACKFLOW PREVENTER WITH BLOW OUT/FLUSH FITTING. REINFORCED NYLON HOUSING AND CAST BRONZE BALL VALVES. SIZED TO MATCH TAP & METER (RE: POC NOTE). PEDESTAL MOUNT 2-WIRE CONTROLLER HUNTER PED-SS-A2C-75D-SS: 75-STATION DECODER CONTROLLER IN AN OUTDOOR STAINLESS STEEL PEDESTAL. INSTALL WITH WIRELESS RAIN SENSOR AND SOLAR SYNC. CREATIVE SENSOR TECHNOLOGY FSI-T 1.5-INC PVC TEE TYPE FLOW SENSOR W/SOCKET ENDS, CUSTOM MOUNTING TEE AND ULTRA-LIGHTWEIGHT IMPELLER ENHANCES LOW FLOW MEASUREMENT. 2 WIRE DIGITAL OUTPUT. FLOW RANGE 1.8-108 GPM. IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21 PVC CLASS 200 IRRIGATION PIPE. ONLY LATERAL TRANSITION PIPE SIZES 1 1/4" AND ABOVE ARE INDICATED ON THE PLAN, WITH ALL OTHERS BEING 1" IN SIZE. DRIP IRRIGATION LATERAL LINE TO EMITTERS: UV RADIATION RESISTANT POLYETHYLENE PIPE, 3/4-INCH UNLESS OTHERWISE SPECIFIED. DRIP IRRIGATION LATERAL LINE TO EMITTERS IN NATIVE SEED: 3/4-INCH UV RADIATION RESISTANT POLYETHYLENE PIPE TO NETAFIM INLINE DRIP TUBING TREE RINGS AND SINGLE OUTLET EMITTERS FOR SHRUBS IRRIGATION MAINLINE: PVC CLASS 200 SDR 21 X-INCH UNLESS OTHERWISE NOTED. PIPE SLEEVE: PVC SCHEDULE 40 INSTALL AS SHOWN ON DESIGN OR TWICE THE SIZE OF THE PIPE OR WIRE RUNNING THRU IT. NO TWO PIPES OR WIRE BUNDLES SHALL SHARE THE SAME SLEEVE. A IRRIGATION_SCHEDULE INSTALLATION GENERAL NOTES 1. DESIGN ASSUMES A MINIMUM DYNAMIC PRESSURE FOR THE IRRIGATION SYSTEM ( NOT OBTAINED) OF XX PSI, AT A MAXIMUM FLOW OF 18 GPM AT THE 1-INCH POINT-OF-CONNECTION (POC). VERIFY PRESSURE AND FLOW ON SITE PRIOR TO CONSTRUCTION. CONTACT GENERAL CONTRACTOR OR OWNER'S REPRESENTATIVE IMMEDIATELY IF FLOW OR PRESSURE ARE LOWER THAN LISTED ABOVE. 2. CONTRACTOR SHALL BECOME FAMILIAR WITH THE SPECIFICATIONS AND INSTALLATION DETAILS FOR THIS AND RELATED WORK PRIOR TO CONSTRUCTION. FOR CLARIFICATION, CONTACT IRRIGATION DESIGNER PRIOR TO CONSTRUCTION. 2.1.UPON FINAL ACCEPTANCE, CONTRACTOR SHALL TURN OVER REQUIRED ADJUSTMENT KEYS INCLUDING BUT NOT LIMITED TO CONTROLLER ENCLOSURE AND BACKFLOW ENCLOSURE KEY, LOCKING VALVE BOX KEYS, QUICK COUPLER KEYS, GATE VALVE KEY, SPRINKLER HEAD AND NOZZLE ADJUSTMENT KEYS. 2.2. UPON FINAL ACCEPTANCE, CONTRACTOR SHALL TURN OVER SPARE PARTS PERTAINING TO INSTALLED SYSTEM: BACKFLOW WINTERIZATION INSERT, TWO OF EVERY HEAD AND NOZZLE (ROTOR NOZZLE TREE INCLUDED), ONE RCV DIAPHRAGM, ETC. 3. COORDINATE UTILITY LOCATES OF UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION ("811-CALL BEFORE YOU DIG") . 4. IF DISCREPANCIES ARE NOTED IN THE FIELD BETWEEN SITE CONDITIONS AND PROVIDED DESIGNS, CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE OR GENERAL CONTRACTOR IMMEDIATELY. DO NOT PROCEED WITH THE INSTALLATION OF THE IRRIGATION SYSTEM IF SUCH DISCREPANCIES IN THE FIELD AFFECT THE PROVIDED DESIGN, DETAILS, OR SPECIFICATIONS. 5. ALL IRRIGATION COMPONENTS (MAINLINE, WIRES, LATERAL LINES, ETC.) SHALL BE INSTALLED IN LANDSCAPED AREAS WHENEVER POSSIBLE, EVEN THOUGH SAID IRRIGATION COMPONENTS MAY BE SHOWN OUTSIDE PLANTING AREAS FOR CLARITY. 6. AVOID CONFLICTS BETWEEN THE IRRIGATION SYSTEM, PLANTING MATERIALS, AND ARCHITECTURAL FEATURES WHENEVER POSSIBLE. COORDINATE POTENTIAL RELOCATION OF BOULDERS AND TREES IN TURF AREAS WITH LANDSCAPE ARCHITECT PRIOR TO SPRINKLER LAYOUT. IF LANDSCAPE MATERIAL CANNOT BE REOLOCATED,ADDITIONAL SPRINKLERS MAY BE REQUIRED. 7. CROSS FITTINGS ARE NOT ALLOWED, ONLY STANDARD TEES AND ELBOWS. 8. CONTRACTOR SHALL INSTALL NOZZLES PER PLAN, UNLESS IRRIGATED AREA CHANGED IN SIZE OR PLANT MATERIAL TYPE CHANGES. IF NOZZLE CHANGES ARE REQUIRED AND ARE SIGNIFICANT IN SIZE, CONTRACTOR SHALL CONTACT IRRIGATION DESIGNER FOR APPROVAL. 9. CONTRACTOR SHALL FIELD LOCATE ANY EXISTING SLEEVES ON SITE PRIOR TO CONSTRUCTION WITH THE AID OF THE GENERAL CONTRACTOR. MISSING SLEEVES SHALL BE REPORTED IMMEDIATELY. NEW SLEEVES SHOWN ON PLANS ARE REQUIRED FOR BOTH PIPING AND ELECTRICAL WIRING AT EACH HARDSCAPE CROSSING. COORDINATE INSTALLATION OF SLEEVING WITH OTHER TRADES. ANY PIPE OR WIRE WHICH PASSES BENEATH EXISTING HARDSCAPE WHERE SLEEVING WAS NOT INSTALLED WILL REQUIRE HORIZONTAL BORING BY THE IRRIGATION CONTRACTOR. 10. INSTALL ALL ELECTRICAL POWER TO THE IRRIGATION CONTROL SYSTEM IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE AND ALL APPLICABLE LOCAL ELECTRIC UTILITY CODES. 11. THE FOLLOWING SHOULD BE NOTED REGARDING PIPE SIZING: IF A SECTION OF UNSIZED PIPE IS LOCATED BETWEEN THE IDENTICALLY SIZED SECTIONS, THE UNSIZED PIPE IS THE SAME NOMINAL SIZE AS THE TWO SIZED SECTIONS. THE UNSIZED PIPE SHOULD NOT BE CONFUSED WITH THE DEFAULT PIPE SIZE NOTED IN THE LEGEND. 11.1. MAINLINE PIPE SIZES MAY VARY THROUGHOUT PROJECT. EACH MAINLINE LEG IS SIZED TO ACCOMMODATE LARGEST VALVE ON THAT LEG. STATED SIZE IN LEGEND MAY NOT BE THE LARGEST SIZE ON PLANS. 12. INSTALL THREE (3) #14 AWG CONTROL WIRES FROM CONTROLLER LOCATION TO EACH DEAD-END OF MAINLINE FOR USE AS SPARES INCASE OF CONTROL WIRE FAILURE. COIL 3 FEET OF WIRE IN VALVE BOX. 13. TWO-WIRE CONTROL CABLE DOES NOT REQUIRE ADDITIONAL SPARE WIRES TO BE ROUTED WITH MAINLINE. 13.1. TWO-WIRE CONTROL SURGE ARRESTORS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. ARRESTORS ARE NOT DEPICTED ON PLANS 14. TREES IN TURF ARE NOT IRRIGATED BY DRIP SYSTEM. DRIP LATERAL ROUTED NEAR TREES IN TURF ARE NOT TO RECEIVE DRIP IRRIGATION. TREES IN NATIVE SEEDED AREAS ARE IRRIGATED ON DRIP SYSTEM. 15. VALVES FOR NATIVE SEEDED AREAS SHALL BE ON A SEPARATE PROGRAM. 16. NATIVE SEEDED AREAS ARE TO BE IRRIGATED WITH A BELOW GRADE SYSTEM BUT UTILIZED FOR ESTABLISHMENT OF SEED. SYSTEM IS NOT INTENDED TO OPERATE BEYOND ESTABLISHMENT. 17. NO IRRIGATION EQUIPMENT, INCLUDING BUT NOT LIMITED TO, MAINLINE, VALVES, AND SPRINKLERS, SHALL BE INSTALLED WITHIN 3' OF NEW BUILDING FOUNDATION. EMITTER SCHEDULE PLANT TYPE EMITTER TYPE GPH/OUTLET N0. OF EMITTERS TOTAL FLOW GROUNDCOVER SINGLE OUTLET 1 GPH 1 1 GPH PERENNIALS SINGLE OUTLET 1 GPH 1 1 GPH 1 GAL. SHRUB SINGLE OUTLET 1 GPH 1 1 GPH 5 GAL. SHRUB SINGLE OUTLET 1 GPH 2 2 GPH TREE IN SHRUB BED SINGLE OUTLET 1 GPH 4-8 4-8 GPH TREE IN NATIVE SEED INLINE DRIP* 0.6 GPH N/A N/A NOTES: 1. MULTIPLE OUTLET EMITTERS CAN BE UTILIZED IN DENSELY PLANTED AREAS AND FOR TREES IN SHRUB BEDS. 2. REFER TO LEGEND AND DETAILS FOR INLINE DRIP TOTALS. SYMBOL DESCRIPTION THE IRRIGATION SYSTEM POINT-OF-CONNECTION (POC) SHALL BE DOWNSTREAM OF THE DOMESTIC WATER TAP AND METER AT THE APPROXIMATE LOCATION SHOWN (REFER TO CIVIL PLANS FOR EXACT LOCATION). INSTALL BACKFLOW PREVENTION UNIT, MASTER VALVE ASSEMBLY, AND FLOW SENSOR AS INDICATED. VERIFY EXACT LOCATION OF POC WITH OWNER`S REPRESENTATIVE. VERIFY PRESSURE AND FLOW ON SITE PRIOR TO CONSTRUCTION. CONTRACTOR TO INSTALL BACKFLOW PER NATIONAL PLUMBERS CODE AND PER LOCAL CODE. BACKFLOW SHALL BE TESTED UPON INSTALLATION AND ANNUALLY THEREAFTER. PEDESTAL MOUNT THE IRRIGATION CONTROLLER AT THE APPROXIMATE LOCATION SHOWN. COORDINATE ELECTRICAL POWER TO THE CONTROLLER WITH THE OWNER`S REPRESENTATIVE. CARE SHOULD BE TAKEN TO INSTALL THE IRRIGATION CONTROLLER IN A LOCATION THAT IS ACCESSIBLE FOR MAINTENANCE, AND SCREENED FROM VIEW EITHER BEHIND ENTRY WALLS, NEXT TO BUILDINGS, OR BEHIND PLANT MATERIAL. FINAL LOCATION TO BE APPROVED BY OWNER`S REPRESENTATIVE. CONTROLLER TO BE INSTALLED PER NATIONAL ELECTRIC CODE. 1 2 REFERENCE NOTES SCHEDULE NORTH 0 SCALE: 15 30 60 90 1" = 30' TFG Design, LLC 138 E 4th Street, STE #1 Loveland CO 80537 (970) 669.3737 LANDSCAPE ARCHITECTURE PLANNING SHEET OF SHEET NUMBER: SHEET TITLE: REVISIONS: PROJECT INFORMATION: OWNER: DRAWN BY: dmrkp FILE LOCATION: C:\Users\dmrkp\Dropbox\MPi Designs\Client Files\TFG Design, LLC\FTC Montessori School\1-DESIGN PHASE\Design files\IR-FTC MONTESSORI SCHOOL.dwg PLOT DATE: 10/7/2019 3:08 PM PROJECT NUMBER: DATE: PHASE: www.tfgdesign.com THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF TFG DESIGN, LLC. - THE FRONTERRA GROUP AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE P E RMISSION O F T H E L A N D S C A P E A R CHITECT. The Group FronTerra 9 10 IR1.0 IRRIGATION LEGEND AND NOTES SPAR (SDP) 10/07/2019 177-1902FC LARIMER FORT COLLINS, COLORADO 80525 1109 W HARMONY RD PRELIMINARY SPAR SITE DEVELOPMENT PLAN FORT COLLINS MONTESSORI SCHOOL Fort Collins, Colorado Fort Collins Montessori School 61 62 63 64 65 66 67 72 73 69 68 70 54 71 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 41 W HARMONY RD (EAST BOUND) S SHIELDS ST (SOUTH BOUND) EXISTING MEDIAN EXISTING MEDIAN WESTBURY PUD 1ST (RL) EXISTING RESIDENTIAL (REC. NO. 94098087) PINEVIEW PUD PH II (NC) VACANT PINEVIEW PUD PH II (MMN) TRACT B LOT 15 LOT 14 LOT 13 LOT 12 NORTH 0 SCALE: 15' 30' 60' 90' 1" = 30' TFG Design, LLC 138 E 4th Street, STE #1 Loveland CO 80537 (970) 669.3737 LANDSCAPE ARCHITECTURE PLANNING SHEET OF SHEET NUMBER: SHEET TITLE: REVISIONS: PROJECT INFORMATION: OWNER: DRAWN BY: David Kasprzak FILE LOCATION: x:\Shared\Projects\177 hauser architects\177-1902fc fort collins montessori school\AutoCAD\177-1902fc fort collins montessori school\DWG\Landscape\L2.4 TREE MITIGATION PLAN.dwg PLOT DATE: 2/19/2020 10:58 AM PROJECT NUMBER: DATE: PHASE: www.tfgdesign.com THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF TFG DESIGN, LLC. - THE FRONTERRA GROUP AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE P E RMISSION O F T H E L A N D S C A P E A R C H I T E C T . The Group FronTerra 8 13 L2.4 TREE INVENTORY & MITIGATION PLAN SPAR (FDP) 2ND SUBMITTAL SPAR (FDP) 20200219 20200107 SPAR (FDP) OCT 16 , 2019 177-1902FC LARIMER FORT COLLINS, COLORADO SITE PLAN ADVISORY REVIEW FORT COLLINS MONTESSORI SCHOOL Fort Collins, Colorado Fort Collins Montessori School # Species DBH Condition Mitigation Value Status Remarks Mitigation-See Notes (Trees) 1 Ponderosa Pine 16 Fair Minus 2.5 Remove Construction 2.5 2 Siberian Elm Canopy 10 Fair 1.5 Remove Construction 1.5 3 Ponderosa Pine 9 Fair 1.5 Remove Construction 1.5 4 Ponderosa Pine 9 Fair Minus 1.5 Remove Construction 1.5 5 Ponderosa Pine 6 Fair Minus 1 Remove Construction 1 6 Ponderosa Pine 5 Fair Minus 1 Remove Construction 1 7 Siberian Elm 9 Fair Minus 0 Remove Construction 0 8 Austrian Pine 11 Fair Minus 1.5 Retain 0 9 Austrian Pine 15 Fair minus 1.5 Remove 0 10 Austrian Pine 13 Fair Minus 1.5 Retain 0 11 Austrian Pine 11 Fair minus 2 Remove 0 12 Austrian Pine 14 Fair minus 2 Retain 0 13 Lanceleaf Cottonwood Canopy 62 Stems Fair minus 6 Remove Construction 6 14 Siberian Elm 8 Fair minus 1.5 Remove Construction 1.5 15 Crabapple 1x14, 1x6 Fair 2 Remove Construction 2 16 Lanceleaf Cottonwood Canopy 25 Stems Fair Minus 4 Remove Construction 4 17 Austrian Pine 6 Fair Minus 1 Remove Construction 1 18 Ponderosa Pine 30 Fair Plus 3.5 Remove Construction 3.5 19 Austrian Pine 20 Fair Minus 2 Remove Construction 2 20 Lanceleaf Cottonwood Canopy 6 Stems Fair Minus 4 Remove Construction 4 21 Lanceleaf Cottonwood 8 Fair Minus 1 Remove Construction 1 22 Lanceleaf Cottonwood 24 Fair Minus 2 Remove Construction 2 23 Lanceleaf Cottonwood 2x8 Fair 1.5 Remove Construction 1.5 24 Russian Olive 3x4-7 Fair 0 Remove Construction 0 25 Lanceleaf Cottonwood 2x8, 1x12, 1x16 Fair 2.5 Remove Construction 2.5 26 Austrian Pine 10 Fair Minus 1 Remove Construction 1 27 Lanceleaf Cottonwood 4x2-4 Fair 1 Remove Construction 1 28 Lanceleaf Cottonwood 5x3-5 Fair Plus 1 Remove Construction 1 29 Blue Spruce 10 Good 2 Remove Construction 2 30 Austrian Pine 12 Fair minus 1.5 Remove Construction 1.5 31 Austrian Pine 12 Fair Minus 2 Remove Construction 2 32 Austrian Pine 13 Fair Minus 2 Remove Construction 2 33 Lanceleaf Cottonwood 2x6-8 Fair Minus 1.5 Remove Construction 1.5 34 Pine 13 Fair Minus 1.5 Remove Construction 1.5 35 Siberian Elm 6 Fair 0 Remove Construction 0 36 Austrian Pine 11 Fair 1.5 Remove Construction 1.5 37 Oak 4x4-6 Fair minus 1.5 Remove Construction 1.5 38 Siberian Elm 16 Fair 1.5 Remove Construction 1.5 39 Siberian Elm Canopy 23 Stems Fair Minus 2 Remove Construction 2 40 Siberian Elm Canopy 21 Stems Fair Minus 2 Remove Construction 2 41 Blue Spruce 6 Fair Minus 1 Remove Construction 1 42 Siberian Elm 2x11 Fair Minus 1.5 Remove Construction 1.5 43 Siberian Elm Canopy 48 Stems Fair Minus 5 Remove Construction 5 44 Siberian Elm 3x4-7 Fair Minus 0 Remove Construction 0 45 Siberian Elm 9 Fair Minus 0 Remove Construction 0 46 Siberian Elm Canopy 22 Stems Fair Minus 2 Remove Construction 2 47 Siberian Elm 5x6-10 Fair Minus 0 Remove Construction 0 48 Ponderosa Pine Cluster 9 Stems Fair 9 Retain 50% 4.5 49 Ponderosa Pine Cluster 15 Stems Fair 15 Retain 50% 7.5 50 Ponderosa Pine Cluster 5 Stems Fair 7.5 Retain 50% 3.75 51 Ash 4 Fair 0 Remove Construction 0 52 Crabapple 5 Fair 0 Remove Construction 0 53 Siberian Elm 9x4-12 Fair Minus 0 Remove Construction 0 54 Siberian Elm 2x8-10 Fair Minus 0 Remove Construction 0 55 Siberian Elm 15 Fair plus 6 Remove Construction 6 56 Blue Spruce 5 Fair 1 Remove Construction 1 57 Blue Spruce 5 Fair Minus 1 Remove Construction 1 58 Blue Spruce 6 Fair Minus 1 Remove Construction 1 59 Siberian Elm Canopy 11 Stems Fair Minus 1.5 Remove Construction 1.5 60 Siberian Elm 2x3-8 Fair Minus 1 Remove Construction 1 61 Cedar 8 Fair minus 1 Remove Construction 1 62 Cedar 9 Poor 1 Remove Construction 1 63 Crabapple 6x4-7 Fair Plus 1.5 Remove Construction 1.5 64 Crabapple 11 Fair Minus 1.5 Retain 0 65 Siberian Elm 10 Fair Minus 1 Remove Construction 1 66 Pinyon Pine 8 Fair Minus 1.5 Retain 0 67 Mixed Lanceleaf Cottonwood & Siberian Elm Canopy 8 Stems Fair Minus 3.5 Remove Construction 3.5 68 Austrian Pine 8 Fair 1.5 Retain 0 69 Austrian Pine 8 Fair 1.5 Retain 0 70 Austrian Pine 8 Fair Minus 1.5 Retain 0 71 Siberian Elm Canopy 75 Stems Fair Minus 10 Remove Construction 10 72 Siberian Elm Canopy 9 Stems Fair Minus 2 Remove Construction 2 73 Mixed Lanceleaf Cottonwood & Siberian Elm Canopy 24 Stems Fair Minus 6 Remove Construction 6 74 Blue Spruce 9 Fair Minus 1.5 Retain 0 75 Blue Spruce 10 Fair 2 Retain 0 76 Blue Spruce 10 Fair Minus 2 Retain 0 77 Blue Spruce 7 Fair Minus 1.5 Retain 0 78 Blue Spruce 7 Fair Minus 1.5 Retain 0 79 Blue Spruce 7 Fair Minus 1.5 Retain 0 80 Blue Spruce 10 Fair Minus 1.5 Retain 0 81 Blue Spruce 8 Fair Minus 1.5 Retain 0 82 Blue Spruce 11 Fair plus 2 Retain 0 83 Blue Spruce 11 Fair plus 2 Retain 0 84 Blue Spruce 11 Fair plus 2 Retain 0 85 Blue Spruce 9 Fair Minus 1.5 Retain 0 86 Blue Spruce 6 Fair Minus 1 Retain 0 87 Blue Spruce 6 Fair Minus 1 Retain 0 88 Blue Spruce 10 Fair plus 2 Retain 0 Total Mitigation-See Notes (Trees) 124.75 TREE INVENTORY INFORMATION 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. 1. FORT COLLINS MONTESSORI SCHOOL IS NOT REQUIRED TO COMPLY WITH REQUIREMENTS OF THE TREE PROTECTION NOTES. HOWEVER, TO THE EXTENT FEASIBLE AND WITHIN FORT COLLINS MONTESSORI SCHOOL BUDGET, IT WILL ENDEAVOR TO SATISFY TREE MITIGATION PLAN REQUIREMENTS. 2. SEE GENERAL SPAR NOTES ON SHEET L1.0 SITE PLAN ADVISORY REVIEW (SPAR) NOTES 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 (½) 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. TECHNIQUES. 4. BROADCAST SEEDING: BROADCAST SEEDING SHALL ONLY OCCUR IN AREAS INACCESSIBLE TO A DRILL SEEDER. BROADCAST SEED ONLY AFTER ALL TREES AND SHRUBS HAVE BEEN PLANTED IN THESE AREAS. BROADCAST SEEDING WILL BE ACCOMPLISHED USING HAND-OPERATION "CYCLONE-TYPE" SEEDERS OR ROTARY BROADCAST EQUIPMENT ATTACHED TO CONSTRUCTION OR RE-VEGETATION MACHINERY. ALL MACHINERY WILL BE EQUIPPED WITH METERING DEVICES. BROADCASTING BY HAND WILL BE ACCEPTABLE ON SMALL, ISOLATED SITES. WHEN BROADCAST SEEDING, PASSES WILL BE MADE OVER EACH SITE TO BE SEEDED IN A MANNER TO ENSURE AN EVEN DISTRIBUTION OF SEED. WHEN USING HOPPER TYPE EQUIPMENT, SEED SHOULD BE FREQUENTLY MIXED WITHIN THE HOPPER TO DISCOURAGE SEED SETTLING AND UNEVEN PLANTING DISTRIBUTION OF SPECIES. 5. BROADCAST SEEDING WILL TAKE PLACE IMMEDIATELY FOLLOWING THE COMPLETION OF FINAL SEEDBED PREPARATION TECHNIQUES. BROADCAST SEEDING SHOULD NOT BE CONDUCTED WHEN WIND VELOCITIES WOULD PROHIBIT EVEN SEED DISTRIBUTION. THE BROADCAST SEEDING RATE WILL BE TWICE THE RATE OF DRILL SEEDING. 6. AFTER SEEDING HAS BEEN COMPLETED, MULCH SHALL BE UNIFORMLY APPLIED AFTER SEEDING HAS BEEN COMPLETED, MULCH SHALL BE APPLIED AT A RATE OF 2 TONS/ACRE (4,000 LBS/ACRE). MULCH SHALL BE MECHANICALLY CRIMPED TO A DEPTH OF 2 INCHES USING A CRIMPER. MULCH SHALL BE HAND CRIMPED AND COVERED WITH A TACKIFIER IN AREAS WHERE MECHANICAL CRIMPING IS NOT POSSIBLE. ALL MULCH SHALL BE CRIMPED SUCH THAT THE INDIVIDUAL PIECES OF STRAW OR HAY FORM EXAGGERATED V-SHAPES PROTRUDING OUT OF THE GROUND SEVERAL INCHES. STRAW OR HAY IN A STAGE OF DECOMPOSITION (DISCOLORED, BRITTLE, ROTTEN OR MOLDY) OR OLD, DRY MULCH WHICH BREAKS DURING THE APPLICATION OR CRIMPING PROCESS WILL NOT BE ACCEPTED. 7.THE SEEDED AREA SHALL BE MULCHED AND CRIMPED WITHIN 4 HOURS AFTER SEEDING. AREAS NOT MULCHED AND CRIMPED WITHIN 4 HOURS AFTER SEEDING OR PRIOR TO PRECIPITATION OR WINDY CONDITIONS ON SITE SHALL BE RESEEDED WITH THE SPECIFIED SEED MIX PRIOR TO MULCHING AND CRIMPING. 8. IN CERTAIN INSTANCES, IT MAY BE NECESSARY TO APPLY A TACKIFIER IN ORDER TO HELP WITH STRAW DISPLACEMENT. TACKIFIER SHALL BE APPLIED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS. 9. MULCH SHALL BE INSPECTED FOR AND REGIONALLY CERTIFIED AS WEED FREE BASED ON THE REGIONALLY DESIGNATED NOXIOUS WEED AND UNDESIRABLE PLANT LIST FROM COLORADO, WYOMING, MONTANA, NEBRASKA, UTAH, IDAHO, KANSAS, SOUTH DAKOTA OR ANY OTHER STATE NOT LISTED THAT SERVED AS THE PLACE OF ORIGIN FOR THE STRAW MULCH MULCH FOLLOWING ALL SOIL PREPARATION AND PLANTING. 1. SHRUB BEDS: MULCH SHRUB BEDS (DECIDUOUS, CONIFEROUS SHRUBS & GRASSES) WITH A 3-INCH LAYER OF WASHED RIVER GRAVEL MULCH WHERE 5 GALLON SHRUB MATERIAL IS USED. MULCH ALL ONE GALLON PERENNIAL AND GROUND COVER PLANTING AREAS WITH A 3" LAYER OF WOOD MULCH. 2. TREE PLANTING RINGS IN IRRIGATED TURF AREAS: MULCH ALL SOIL PLANTING RINGS OF DECIDUOUS AND CONIFEROUS TREES WITH A 3" LAYER OF WOOD BARK MULCH. AND BOTTOM. 15. TREES, SHRUBS, AND GROUND COVERS: PLANT MATERIALS SHALL BE A FIRST-CLASS REPRESENTATIVE OF ITS SPECIES; HEALTHY, WELL BRANCHED AND WELL PROPORTIONED IN RESPECT TO HEIGHT AN WIDTH RELATIONSHIPS; FREE FROM DISEASE, INJURY, INSECTS, AND WEED ROOTS; AND CONFORMING TO THE REQUIREMENTS OF THE COLORADO NURSERY ACT. (SEE LANDSCAPE CONTRACTORS OF COLORADO STANDARD SPECIFICATIONS FOR APPROPRIATE SECTIONS OF THE NURSERY ACT). ALL PLANTS SHALL BE NURSERY STOCK FROM GROWERS LOCATED IN USDA HARDINESS ZONES 1, 2, 3 OR 4.BOTANIC AND COMMON NAMES: PLANT NAMES GIVEN IN THE PLANT LIST ARE IN CONFORMANCE WITH STANDARD HORTICULTURAL PRACTICE IN THIS AREA. PLANTS ARE TO BE DELIVERED TO THE SITE WITH TAGS BEARING THE BOTANIC NAME AS INDICATED BY THE PLANT LIST. CLEARING. PRIOR TO ANY SOIL PREPARATION, EXISTING VEGETATION TO REMAIN AND WHICH MIGHT INTERFERE WIT THE SPECIFIED SOIL PREPARATION SHALL BE MOWED, GRUBBED, RAKED, AND THE DEBRIS REMOVED FROM THE SITE. PRIOR TO OR DURING GRADING OR TILLAGE OPERATION, THE GROUND SURFACE SHALL BE CLEARED OF MATERIALS THAT MIGHT HINDER FINAL OPERATIONS. PREPARE ALL AREAS TO BE PLANTED AS FOLLOWS: RIP ALL AREAS TO BE PLANTED, SEEDED AND/OR SODDED TO A MINIMUM OF 8 INCHES IN TWO DIRECTIONS USING AN AGRICULTURAL RIPPER WITH TINES SPACED AT NO GREATER THAN 18 INCHES. AREAS ADJACENT TO WALKS, STRUCTURES CURBS, ETC, WHERE THE USE OF LARGE MECHANICAL EQUIPMENT IS DIFFICULT, SHALL BE WORKED WITH SMALLER EQUIPMENT OR BY HAND. SOIL PREPARATION: SPREAD 3 CY/1000 SF OF COMPOST AND SUFFICIENT FERTILIZER TO MEET REQUIREMENTS OF SOIL ANALYSIS OVER ALL AREAS TO BE SEEDED, SODDED, AND/OR PLANTED W/TREES, SHRUB BED AND GROUND COVER. INCORPORATE COMPOST BY DISKING OR ROTOTILLING INTO THE TOP 4 TO 6 INCHES OF SOIL. OBTAIN A UNIFORM MIXTURE WITH NO POCKETS OF SOIL OR AMENDMENTS REMAINING. THE SOIL IN ALL 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 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. 1. SUBSTITUTIONS. ANY PLAN SUBSTITUTIONS ARE TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 2. ESTABLISHED LOCATION: STAKE TREES AND FLAG OR SET OUR ALL SHRUBS IN LOCATIONS SHOWN ON THE PLANS PRIOR TO INSTALLATION FOR REVIEW BY OWNER. THE FOLLOWING ARE MINIMUM DISTANCES THAT PLANT MATERIALS CAN BE PLACED FROM ADJACENT WALLS, FENCES OR PAVED AREAS: LARGE SHRUBS: 4 FEET MEDIUM SHRUBS: 2-1/2 FEET PERENNIALS, GRASSES AND GROUND COVERS: 18 INCHES 3. PLANTING PITS: DIG PLANTING PITS A MINIMUM OF 2 TIMES AS WIDE AS DIAMETER OF ROOT BALL OR CONTAINER, AND A DEPTH SUFFICIENT TO ALLOW TOP OF ROOT BALL AT TRUNK TO SIT A MINIMUM OF 3" ABOVE SURROUNDING GRADE FOR SHRUBS. INCORPORATE COMPOST BY DISKING OR ROTOTILLING INTO THE TOP 4 TO 6 INCHES OF SOIL. OBTAIN A UNIFORM MIXTURE WITH NO POCKETS OF SOIL OR AMENDMENTS REMAINING. A 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 INCLUDED 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 MAY RESULT IN REPLACING OR RELOCATING TREES AND A HOLD ON CERTIFICATE OF OCCUPANCY. CONTACT THE CITY FORESTER TO INSPECT ALL STREET TREE PLANTING AT THE COMPLETION OF EACH PHASE OF THE DEVELOPMENT. ALL TREES NEED TO HAVE BEEN INSTALLED AS SHOWN ON THE LANDSCAPE PLAN. APPROVAL OF STREET TREE PLANTING IS REQUIRED OF EACH PHASE STREET TREES SHALL BE SUPPLIED AND PLANTED BY THE DEVELOPER USING A QUALIFIED LANDSCAPE CONTRACTOR RESTORE THE FINE GRADE OF ALL AREAS TO BE PLANTED, SEEDED AND/OR SODDED WITH FLOAT DRAG TO REMOVE IRREGULARITIES RESULTING FROM TILLING OPERATIONS. FLOAT DRAG TWO DIRECTIONS. REMOVE ANY ADDITIONAL STONES OVER 1-1/2 INCHES THAT HAVE COME TO THE SURFACE. UPON COMPLETION OF FINISH GRADING OPERATIONS, THE CONTRACTOR MUST PROVIDE A FINISH LANDSCAPE GRADE THAT SHALL CONFORM TO THE GRADES AND ELEVATIONS SHOWN ON THE ENGINEERING DRAWINGS. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE IN ALL LANDSCAPE AREAS. SHRUBS. ROUGHEN SIDES OF THE PIT TO REMOVE ANY COMPACTING OR GLAZING. LOOSEN SOIL AT BOTTOM OF PIT TO A MINIMUM DEPTH OF SIX INCHES. MIX LOOSENED SOIL WITH SPECIFIED BACKFILL. 4. BACKFILL MATERIAL: TREE AND SHRUB PLANTING PITS SHALL BE BACKFILLED WITH THE FOLLOWING MIX: 75% TOPSOIL BY VOLUME (SOIL EXCAVATED FROM PLANTING PITS). 25% COMPOST BY VOLUME. THE SPECIFIED BACKFILL MATERIALS SHALL BE PRE-MIXED USING INDUSTRY ACCEPTED TECHNIQUE IN ORDER TO OBTAIN A UNIFORM, EVENLY BLENDED CONSISTENCY, FREE FROM POCKETS OF UNBLENDED MATERIAL AND CLODS OR STONES GREATER THAN TWO INCHES IN DIAMETER. BACKFILL MIX SHALL BE DELIVERED TO EACH PLANTING PIT AFTER MIXING HAS OCCURRED. BACKFILL PIT WITH EXCAVATED SOIL SET TOP OF ROOTBALL 4" ABOVE LOWEST ADJACENT GRADE. REMOVE TOP 2/3 OF WOOD MULCH (4" DEPTH). 6" DEPTH AMENDED SOIL WIRE BASKET AND BURLAP. 1. GUY ALL CONIFER TREES AND ALL DECIDUOUS TREES LARGER THAN 21 2" CAL. AS SHOWN. 2. IN SODDED AREAS, CUT SOD IN 36" CIRCLE AND MULCH. FOR CONIFERS CUT SOD AT DRIP LINE OF TREE AND MULCH. 3. GUY EVERGREEN TREES IN 3 PLACES AT 45 DEGREE ANGLE SLIGHTLY TAUT ONLY TO ALLOW SOME MOVEMENT. USE NYLON STRAPS (NOT HOSES) WITH METAL GROMMETS. 1. WEED BARRIER: WEED BARRIER MAY BE TYPAR 3341 OR APPROVED EQUAL. PLACE WEED BARRIER BENEATH COBBLE MULCH AREAS. 2. MINERAL MULCH: 1-1/2"-3" DIA. NOMINAL SIZE WASHED RIVER ROCK. SUBMIT SAMPLE. 3. BARK MULCH: SHREDDED CEDAR BARK MULCH; BARK POLE PEELINGS FROM CEDAR TREES ONLY. MULCH SHALL BE DARK BROWN IN COLOR AND FINELY SHREDDED. MULCH SHALL BE FREE FROM NOXIOUS WEED SEED AND FOREIGN MATERIAL HARMFUL TO PLANT LIFE. CHIPPER CHIPS, PINE POLE PEELINGS OR OTHER ANGULAR BARK CHIPS ARE NOT ACCEPTABLE. SUBMIT SAMPLES. 4. HEADERS: STEEL HEADER: RYERSON ESTATE STEEL HEADER 1/8" X 4" WITH 1" X 24" SIZE STRAP STEEL STAKES OR EQUAL. SUBMIT SAMPLE. 5. TREE STAKES: 8-FOOT LONG, 2-INCH DIAMETER PRESSURE TREATED LODGE POLE PINE STAKES (OR METAL "T" POSTS AS ALLOWED BY LANDSCAPE ARCHITECT. APPROVAL REQUIRED PRIOR TO INSTALLATION.) 6. GUY ANCHORS: 24-INCH LONG METAL "T" POSTS. 7. GUYING AND STAKING WIRE: GALVANIZED IRON OR STEEL 12-GUAGE WIRE. 8. WEBBING: 2-INCH NYLON WEBBING OR RUBBERIZED CLOTH. 9. TREE WRAP: 4-INCH MINIMUM WIDTH COMMERCIAL TREE WRAP. 10. SAFETY CAPS: INDUSTRY STANDARD (FOR METAL "T" POST ONLY) 11. COMPOST: A TOTALLY ORGANIC PRODUCT THAT HAS BEEN AEROBICALLY AND NATURALLY PROCESSED WITHOUT THE ADDITION OF COARSE WOOD CHIPS, IN SUCH A MANNER AS TO MAINTAIN A CONSISTENT TEMPERATURE OF 140 DEGREES FAHRENHEIT OR GREATER FOR A PERIOD OF TIME SUFFICIENT TO CREATE THE FOLLOWING CHARACTERISTICS MEASURED BY DRY WEIGHT: MAXIMUM ALLOWABLE ORGANIC MATTER: 60% ORGANIC MATTER TO NITROGEN RATIO: 25:1 TO 30:1; PH: 7 TO 8 PHSALTS: 2.0 TO 3.0 MMHOS; LESS THAN 25% INORGANIC MATTER; LESS THEN 1% SOIL, DIRT OR SAND; MAXIMUM PARTICLE SIZE OF INCH DIAMETER. ERADICATION OF ALL HARMFUL WEED SEEDS, PATHOGENS AND BACTERIA; A NON-OFFENSIVE EARTHLY SMELL. 12. FERTILIZER: FERTILIZER FOR TURF SHALL BE COMMERCIAL TYPE, OF UNIFORM COMPOSITION, FREE FLOWING, AND CONFORMING TO APPLICABLE STATE AND FEDERAL LAWS. SUBMIT MANUFACTURER'S GUARANTEED ANALYSIS. FORMULATED FERTILIZER ANALYSIS SHALL BE SUBMITTED TO OWNER'S REPRESENTATIVE FOR REVIEW AND SHALL BE BASED UPON RECOMMENDATIONS MADE BY SOIL LAB. CONTRACTOR SHALL SUBMIT SOIL SAMPLE TO SOIL LAB FOR ANALYSIS AND FERTILIZER RECOMMENDATIONS. IF SOIL TYPES ARE SIMILAR IN STRUCTURE, THE CONTRACTOR MAY USE A CONSISTENT FORMULATED FERTILIZER FOR THE ENTIRE SITE AREA. HOWEVER, IF SOIL STRUCTURES ARE VASTLY DIFFERENT, A FORMULATED FERTILIZER FOR EACH SPECIFIC SITE AREA WILL BE REQUIRED. FERTILIZER FOR TREE AND SHRUB, BACKFILL MIX, AND GROUND COVER AREAS SHALL BE OSMOCOTE SIERRABLEN, 9 MONTH SLOW-RELEASE FERTILIZER. 13. BLUEGRASS SOD: BLUEGRASS SOD SHALL CONTAIN THE FOLLOWING SEED MIX: 60% ELDORADO, SILVERADO AND MONARCH TURF TYPE FTALL FESCUE, 30% MANCHAR SMOOTH BROME, 10% BLUEGRASS MIX (DROUGHT TOLERANT BLENDS). SOD SHALL BE A MINIMUM OF ¾ INCH THICK, HARVESTED IN ROLLS FERTILIZED TWO TO THREE WEEKS BEFORE CUTTING, AND SHALL BE CUT NOT MORE THAN ONE DAY PRIOR TO PLANTING. SOD SHALL BE ONE YEAR OLD, MINIMUM, GROWN UNDER INTENSIVE CARE AND CULTIVATION TO PRODUCE A THICK, EVEN STAND OF GRASS. 14. SEEDED TURF: ALL TURF SEEDING SHALL BE COMPLETED BETWEEN APRIL 15 AND MAY 31, OR BETWEEN SEPTEMBER 1 AND OCTOBER 15. SEEDED TURF AREAS SHALL BE SEEDED WITH THE FOLLOWING BLEND: 60% ELDORADO, SILVERADO AND MONARCH TURF TYPE TALL FESCUE 30% MANCHAR SMOOTH BROME 10% BLUEGRASS MIX 9DROUGHT TOLERANT BELANDS. DRY LAND SEED AREAS SHALL BE SEEDED WITH THE LOW GROW NATIVE MIX BY PAWNEE BUTTES: 10% ARIZONA FESCUE 40% SANDBERG/CANBY BLUEGRASS 10% ROCKY MOUNTAIN/IDAHO FESCUE 40% BIG BLUEGRASS OR APPROVED EQUIVALENT. FLAGGING 2X ROOT BALL DIA. SCARIFY SIDES 6" DEPTH AMENDED SOIL 6" DEPTH AMENDED SOIL. NO SPECIAL EXISTING SUBGRADE BACKFILL MIX. PLACE SHRUBS A MINIMUM OF 18" FROM PLANTING BED EDGE (STEEL HEADER, CURBS, WALKS, WALLS, ETC.) FOR 1 GALLON SHRUBS, 3' MINIMUM FOR 5 GALLON DECIDUOUS SHRUBS, 4' FOR CONIFER SHRUB. FOR 5 GALLON AND LARGER PLANT MATERIAL CONSTRUCT A 2" HIGH WATERING RING AROUND SHRUB AT EDGE OF PLANTING PIT. FOR 1 GALLON MATERIAL, CONSTRUCT A 2" X 18" DIA. WATER RING AND MULCH WITH WOOD BARK INSIDE OF THE WATER RING. NO WEEDBARRIER FABRIC HAND SPADED EDGE SHRUB BED FINISHED GRADE 4" DEPTH 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, OF AN APPROVED SPECIES AND OF ACCEPTABLE CONDITION PRIOR TO ACCEPTANCE. 1. REMOVE STOCK FROM CONTAINER. DO NOT BREAK THE ROOT BALL. A SPADE SHALL NOT BE USED. SCARIFY SIDES AND BOTTOM OF ROOT BALL. 2. PLACE BACKFILL MIX INTO PLANTING PIT TO A DEPTH SUCH THAT THE PLANT, WHEN PLANTED, WILL BE THREE INCHES ABOVE FINISH GRADE FOR DECIDUOUS TREES, FOUR TO SIX INCHES FOR CONIFEROUS TREES, AND TWO INCHES ABOVE FINISH GRADE FOR ALL SHRUBS. 3. UNTIE AND REMOVE BURLAP FROM TOP THIRD OF ROOT BALL ON BALLED AND BURLAPPED MATERIAL. REMOVE WIRE BASKETS FROM TOP AND MINIMUM OF 2/3 OF ALL SIDE OF ROOT BALL. 4. BACKFILL ONE-HALF OF PIT WITH BACKFILL MIXTURE AND WATER IN THOROUGHLY BEFORE PLACING ANY MORE BACKFILL. DO NOT WORK WET SOIL. 5. BACKFILL THE REST OF THE PLANTING PIT WITH BACKFILL MIXTURE AND TAMP TO COMPACT. WATER IN THOROUGHLY. DO NOT WORK WET SOIL APPLY SLOW RELEASE FERTILIZER, PER MANUFACTURER'S DIRECTION OF SIZE OF PLANT MATERIAL, BY SPREADING EVENLY OVER THE TOP OF THE ENTIRE PLANTING PIT. 6. STAKE OR GUY ALL TREES IN A TRUE VERTICAL POSITION. WRAP DECIDUOUS TREES BOTTOM TO TOP. STAPLE OR TACK IN PLACE AT TOP. WRAP APPROXIMATELY NOVEMBER 15 AND REMOVE APPROXIMATELY MAY 15. 7. IF TREES ARE PLANTED IN A SPADE DUG HOLE, THEY SHALL BE DEEP WATERED WITH A WATERING NEEDLE ANGLING FROM THE INSIDE OF THE BALL OUT THROUGH THE PERIMETER OF THE SOIL. 8. ALL LANDSCAPE PLANTS INCLUDING TURF WILL BE IRRIGATED WITH A PERMANENT AUTOMATIC IRRIGATION 1. WEED BARRIER SHALL BE PLACED IN ALL SHRUB BED AREAS WHERE 5-GALLON SHRUB MATERIAL IS USED OR WHERE NOTED IN PLAN AND DETAILS. AT ALL EDGES OF CURBS, WALLS, STRUCTURES, PAVEMENTS, AND HEADERS, WEED BARRIER SHALL BE SECURED WITH 11-GAUGE, 6-INCH LONG STAPLES AT 18 INCHES O.C. AT ALL EDGES. 2. NO WEED BARRIER SHALL BE PLACED IN AREAS RECEIVING ONE GALLON AND SMALLER PLANT MATERIAL. 3. NO WEED BARRIER SHALL BE PLACED IN SOIL PLANTING RINGS OF DECIDUOUS AND CONIFEROUS TREES PLANTED IN SODDED OR SEEDED AREAS. 1. LAYOUT STEEL HEADER IN LOCATIONS SHOWN ON PLANS AND RECEIVE REVIEW OF OWNER PRIOR TO INSTALLATION. LOCATE BY SCALING OFF OF PLAN. INSTALL PLUMB WITH GRADES MAINTAINING A MINIMUM CONSTANT HEIGHT OF ONE INCH ABOVE ADJACENT TURF AREAS. INSTALL USING STRAIGHT LINES AND SMOOTH CURVES.. STAKE STEEL HEADER USING PINS OF TWO FEET O.C. PROVIDE DRAINAGE SLITS OR HOLES AT SUFFICIENT INTERVALS TO ALLOW EXCESS WATER TO DRAIN AWAY. 1. AFTER SOIL PREPARATION, ROLL THE AREA TO AN EVENLY COMPACTED, FIRM SOIL BED. 2. REPLACE HARD AND SOFT AREAS. 3. SCARIFY SURFACE TO A DEPTH OF 3/8 INCH. 4. KEEP SOIL BED MOIST DURING LYING OF SOD. 5. LAY SOD SMOOTHLY; EDGE TO EDGE, AND WITH STAGGERED JOINTS. BUTT EDGES TIGHTLY. 6. WATER SOD LIGHTLY AS LAYING PROGRESSES TO PREVENT DRYING OF SOD. 7. ROLL SOD DIAGONALLY WITH A LIGHT ROLLER, LEVELING IRREGULARITIES AND SEALING JOINTS. 8. IN ORDER TO FACILITATE DRAINAGE, PLACE SOD FLUSH WITH PAVEMENT ON THE UPHILL SIDE OF PAVEMENT. ON THE DOWNHILL SIDE OF PAVEMENT, PLACE SOD SLIGHTLY BELOW PAVEMENT SURFACE. 9. HOLD SOD BACK FROM TREE TRUNKS AS SHOWN IN DETAILS. 30" DIA. MULCH RING IN LAWN AREAS. 4" DEPTH WOOD MULCH AT BASE OF TREE. OF ROOTBALL 3" ABOVE LOWEST ADJACENT GRADE. POSTS VERTICALLY PLUMB. NO RUBBER HOSES. PROTECTIVE RUBBER CAPS ON POSTS. SET TREE ON COMPACTED SUBGRADE WITH TOP REMOVE TOP 3/4 OF WIRE BASKET AND BURLAP. PLANTED IN THE SPRING DO NOT WRAP. WRAP TREES TO FIRST BRANCH IN THE FALL. IF (SLIGHTLY TAUT). WITH NYLON STRAPS. SET STAKE TREES USING METAL POSTS WIRED 18" MIN. LAWN LANDSCAPE SPECIFICATIONS TREE AND SHRUB INSTALLATION EVERGREEN TREES DECIDUOUS TREES SHRUBS GENERAL LANDSCAPE NOTES STREET TREE 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. IRRIGATION SYSTEMS TO BE TURNED OVER TO THE CITY PARKS DEPARTMENT FO MAINTENANCE MUST BE APPROVED BY THE PARKS MANAGER AND MEET PARKS IRRIGATION STANDARDS. DESIGN REVIEW SHALL OCCUR DURING UTILITIES DEPARTMENT IRRIGATION REVIEW PRIOR TO THE ISSUANCE OF A BUILDING PERMIT AND CONSTRUCTION OBSERVATION AND INSPECTION BY PARKS SHALL BE INCORPORATED INTO THE CONSTRUCTION PROCESS. 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 THOROUGHLY 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. THE FINAL LANDSCAPE PLAN SHALL BE 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. 12. 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. 13. ALL PLANTING BEDS SHALL BE MULCHED TO A MINIMUM DEPTH OF THREE INCHES. 1. STREET TREE NOTES: 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. HYDROZONE PLAN WATER BUDGET CHART HYDROZONE LEGEND HYDROZONE AREA (S.F.) WATER NEEDED (GAL./S.F.) ANNUAL WATER USE (GAL.) HIGH 4,853 18 87,354 MODERATE 12,460 10 124,600 LOW 91,356 3 274,068 VERY LOW 0 0 - TOTAL: 108,669 486,022 AVERAGE WATER NEEDED: 4.47 GAL. PER S.F. (TOTAL GAL./TOTAL S.F.) 1. FORT COLLINS MONTESSORI SCHOOL IS NOT REQUIRED TO COMPLY WITH REQUIREMENTS OF THE GENERAL LANDSCAPE NOTES AND STREET TREE NOTES. HOWEVER, TO THE EXTENT FEASIBLE AND WITHIN FORT COLLINS MONTESSORI SCHOOL BUDGET, IT WILL ENDEAVOR TO SATISFY LANDSCAPE PLAN AND STREET TREE REQUIREMENTS. 2. ALL TREES, INCLUDING TREES ALONG SHIELDS STREET AND HARMONY AVENUE, ARE PRIVATE AND WILL BE MAINTAINED BY THE PROPERTY OWNER. 3. SEE GENERAL SPAR NOTES ON SHEET L1.0 SITE PLAN ADVISORY REVIEW (SPAR) NOTES PLANT SCHEDULE Deciduous Trees Code Quantity Diversity Botanical Common Size Container Water Use Range AGR 7 14% Acer grandidentatum `Rocky Mountain Glow` Rocky Mountain Glow Maple 2" Cal. B&B Very Low - Low COC 8 16% Celtis occidentalis `Chicagoland` Chicagoland Common Hackberry 2" Cal. B&B Low CSP 6 12% Catalpa speciosa Northern Catalpa 2" Cal. B&B Low GDE 12 24% Gymnocladus dioica `Espresso` Seedless Kentucky Coffeetree 2" Cal. B&B Low QMA 4 8% Quercus macrocarpa Bur Oak 2" Cal. B&B Low QMC 7 14% Quercus x macdanielli `Clemons` Heritage Oak 2" Cal. B&B Medium SI 2 4% Syringa reticulata `Ivory Silk` Ivory Silk Japanese Tree Lilac 2" Cal. B&B Medium TF 3 6% Tilia x flavescens `Glenleven` Glenleven Linden 2" Cal. B&B Medium 49 100% Shrubs DECIDUOUS PAB 21 Perovskia atriplicifolia `Blue Spires` Russian Sage 4" Pot Low RTL 75 Rhus typhina `Lacinata` Cutleaf Staghorn Sumac 5 Gal. Pot Low RAG 64 Ribes alpinum `Green Mound` Green Mound Alpine Currant 6 Gal. Pot Low EVERGREEN 65 65 Arctostaphylos x coloradoensis `Chieftain` Chieftain Manzanita Very Low - Low JST 16 Juniperus sabina `Tamariscifolia` Tammy Juniper Very Low - Low 241 Ornamental Grass BBA 59 Bouteloua gracilis `Blonde Ambition` Blonde Ambition Grama Grass Low HES 102 Helictotrichon sempervirens Blue Oat Grass Very Low - High 161 Sod/Seed NAT MIX 91,356 SF Native Seed Mix seed Very Low TS 4,853 SF Drought Tolerant Turfgrass Blend sod Medium EXISTING (TO REMAIN OR TO BE RELOCATED ON-SITE) Existing Evergreen Trees Quantity Botanical Common Size Container Water Use Range TO BE RELOCATED 23 Pinus ponderosa Ponderosa Pine Varies* Spade Very Low - Medium Undefined TO REMAIN 6 Pinus ponderosa Ponderosa Pine Varies* Existing Very Low - Medium TO REMAIN 6 Pinus nigra Austrian Pine Varies* Existing Undefined TO REMAIN 1 Pinus edulis Pinyon Pine Varies* Existing Very Low TO REMAIN 15 Picea pungens Blue Spruce Varies* Existing Medium 51 Existing Deciduous Trees TO REMAIN 1 Malus x Crabapple 11" Cal. Existing Low - Medium 1 1 RTL 2 ACC 4 JST 3 ACC 1 JST 2 JST 2 RTL 1 QMC 3 ACC 1 RTL 3 RTL 1 RTL 1 RTL 2 RTL 1 RTL 1 RTL 3 RTL 2 RTL 2 CSP 4 RTL 1 CSP 3 RTL 2 RTL 1 RTL 3 RTL 1 CSP 1 RTL 2 CSP 4 RTL 3 QMA 8 RAG 3 BBA 4 BBA 3 RAG 19 RAG 22 BBA 3 HES 3 HES 3 HES 3 HES 3 HES 3 HES 3 HES 3 HES 3 HES 3 HES 3 HES 3 HES 3 HES 3 HES 3 HES 9 BBA 21 BBA W HARMONY RD (EAST BOUND) S SHIELDS ST (SOUTH BOUND) EXISTING MEDIAN EXISTING MEDIAN WESTBURY PUD 1ST (RL) EXISTING RESIDENTIAL (REC. NO. 94098087) PINEVIEW PUD PH II (NC) VACANT PINEVIEW PUD PH II (MMN) WESTBURY PUD 2ND (RL) 4626 S SHIELDS ST (LMN) EXISTING RESIDENTIAL (PARCEL NO. 9603100009) TRACT B LOT 15 LOT 14 LOT 13 LOT 12 LOT 11 OLT 1 RTL 2 RTL 6 RTL 2 RTL 3 GDE 34 RAG 3 PAB 9 GDE 1 QMA 4 ACC 1 RTL 3 ACC 3 RTL 1 ACC 3 TF 4 AGR 3 AGR 2 SI 2 COC 6 COC 2 x ROOTBALL DIA. (APPROX. 48" FOR A 2" CAL.) 1'-5" (APPROX.) 8" 4" 4:1 3:1 SEE STANDARD TREE PLANTING DETAIL - SHEET L2.3 2' SHOULDER AT CONCRETE WALK 3' MIN. SEPARATION FROM CONC. EDGE MULCH BACKFILL MATERIAL SUBGRADE POSITION ROOT CROWN AT SLOPE ELEVATION NO SOIL BUILDUP OVER ROOT FLARE ROOTBALL MODIFIED AS REQUIRED 4:1 CONSTRUCT WATER RING AROUND TREE WHEN NOT IN TURF 2 x ROOTBALL DIA. (APPROX. 48" FOR A 2" CAL.) 1'-5" (APPROX.) 8" 4" 4:1 3:1 SEE STANDARD TREE PLANTING DETAIL - SHEET L2.3 4:1 MULCH BACKFILL MATERIAL SUBGRADE POSITION ROOT CROWN AT SLOPE ELEVATION NO SOIL BUILDUP OVER ROOT FLARE ROOTBALL MODIFIED AS REQUIRED CONSTRUCT WATER RING AROUND TREE WHEN NOT IN TURF NORTH 0 SCALE: 15 30 60 90 1" = 30' TFG Design, LLC 138 E 4th Street, STE #1 Loveland CO 80537 (970) 669.3737 LANDSCAPE ARCHITECTURE PLANNING SHEET OF SHEET NUMBER: SHEET TITLE: REVISIONS: PROJECT INFORMATION: OWNER: DRAWN BY: David Kasprzak FILE LOCATION: x:\Shared\Projects\177 hauser architects\177-1902fc fort collins montessori school\AutoCAD\177-1902fc fort collins montessori school\DWG\Landscape\L2.1 LANDSCAPE PLAN.dwg PLOT DATE: 2/19/2020 10:57 AM PROJECT NUMBER: DATE: PHASE: www.tfgdesign.com THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF TFG DESIGN, LLC. - THE FRONTERRA GROUP AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE P E RMISSION O F T H E L A N D S C A P E A R C H I T E C T . The Group FronTerra 5 13 L2.1 LANDSCAPE PLAN SPAR (FDP) 2ND SUBMITTAL SPAR (FDP) 20200219 20200107 SPAR (FDP) OCT 16 , 2019 177-1902FC LARIMER FORT COLLINS, COLORADO SITE PLAN ADVISORY REVIEW FORT COLLINS MONTESSORI SCHOOL Fort Collins, Colorado Fort Collins Montessori School LEGEND 1. ALL PLAY EQUIPMENT AREAS SHALL HAVE PLAY SAFETY SURFACING WITH A DRAINAGE SYSTEM AS SHOWN ON PLANS AND AS INDICATED IN THE SPECIFICATIONS. 2. CONTRACTOR SHALL VERIFY THE DEPTH OF ALL PLAY SAFETY SURFACING TO MEET CRITICAL FALL HEIGHT REQUIREMENTS FOR EACH PIECE OF PLAY EQUIPMENT 3. ALL PLAYGROUND EQUIPMENT AND SURFACING INSTALLERS SHALL BE CERTIFIED PLAYGROUND SAFETY INSPECTORS PER NPSI WITH A MINIMUM OF 5 YEARS EXPERIENCE. INSTALLATION SHALL MEET MANUFACTURER'S SPECIFICATIONS UNLESS A MORE STRINGENT REQUIREMENT IS SPECIFIED IN THE CONSTRUCTION DOCUMENTS OR IN ASTM, CPSC, IPEMA OR ADA GUIDELINES. PLAYGROUND NOTES 1. SEE ALL NOTES ON SHEET L2.2 LANDSCAPE NOTES DECIDUOUS TREE PLANTING ON SLOPE NEAR CONCRETE WALK (2" CAL. TREE) DECIDUOUS TREE PLANTING ON 4:1 SLOPE (2" CAL. TREE) Group FronTerra 4 13 L1.3 FENCE & COLUMN DETAILS SPAR (FDP) 2ND SUBMITTAL SPAR (FDP) 20200219 20200107 SPAR (FDP) OCT 16 , 2019 177-1902FC LARIMER FORT COLLINS, COLORADO SITE PLAN ADVISORY REVIEW FORT COLLINS MONTESSORI SCHOOL Fort Collins, Colorado Fort Collins Montessori School SCALE: 1 ENTRY 1/2" = 1'-0" DRIVE FEATURE (2 LOCATIONS) SCALE: 2 WALK 1/2" = 1'-CONNECTION 0" FEATURE SCALE: 3 SCREEN 1/2" = 1'-0" FENCE (AT BACK OF CURB) SCALE: 4 ALUMINUM 1/2" = 1'-0" (COLOR TO FENCE MATCH DARK BRONZE SYSTEM ON BUILDING) (OR APPROVED EQUAL) MATERIALS. PLAN SIDE ELEVATIONS CONCRETE WALL CAP TO MATCH STONE VENEER BUILDING COLOR FIBARFELT PLAYGROUND SAFETY SURFACING COMPACTED SUBGRADE (95 S.P.D.) (1) #4 REBAR, CONTINUOUS PROVIDE 3" CLEAR CONCRETE CONCRETE GRADE TRANSITION, MEDIUM BROOM FINISH ACROSS WIDTH OF CONCRETE GRADE BREAK AT SCORE JOINT CONCRETE PAVEMENT FIBAR DRAIN 6.0' O.C. FIBAR WOOD FIBER (12" MIN. DEPTH TO TOP OF DRAINAGE SYSTEM) RAMP SLOPE NOT TO EXCEED 1:12 HALF-BULLNOSE EDGE 6.0' O.C. FIBAR WOOD FIBER (12" MIN. DEPTH TO TOP OF DRAINAGE SYSTEM) FIBARFELT FIBAR DRAIN COMPACTED SUBGRADE (95 S.P.D.) (1) #4 REBAR, CONTINUOUS PROVIDE 3" CLEAR CONCRETE 6" CONCRETE CURB WITH HALF-BULLNOSE EDGE EDGES ON BOTH SIDES 4' 3' 6' VARIES EQ. EQ. EQ. EQ. ℄ INVERTED "U" BIKE RACK (2) BIKE PARKING SPACES CLEAR ZONE FOR BIKE PARKING, (TYP) BIKE RACK SHALL BE SURFACE MOUNTED FOR EASE OF REPLACEMENT IN CASE OF DAMAGE AS OPPOSED TO IN-GROUND MOUNTING. 4'-0" 6'-8" 10'-0" MAX SPACING TENSION BAR CORNER POST POST TOP ROUND END & HOG RING KNUCKLED BOTTOM SELVAGE RAIL TIE (TOP KNUCKLED CHAIN LINK FABRIC, OPTION) TOP RAIL 1.66" [42.2MM] (1 5/8") OD LINE POST (ROUND OR "C") WIRE LINE POST TIE TENSION LINE POST LOOP CAP CHAIN LINK FENCE DETAIL SCALE: 1/2" = 1'-0" FINISHED GRADE NOTE: 1. ALL WOOD SHALL HAVE NATURAL WOOD FINISH 8' 6" X 6" POST MATERIAL TBD 1" X 6" (PICKETS) 2" X 4" 2" X 4" FACIA 2" X 4" FINISHED GRADE TFG Design, LLC 138 E 4th Street, STE #1 Loveland CO 80537 (970) 669.3737 LANDSCAPE ARCHITECTURE PLANNING SHEET OF SHEET NUMBER: SHEET TITLE: REVISIONS: PROJECT INFORMATION: OWNER: DRAWN BY: David Kasprzak FILE LOCATION: x:\Shared\Projects\177 hauser architects\177-1902fc fort collins montessori school\AutoCAD\177-1902fc fort collins montessori school\DWG\Site\L1.2 SITE DETAILS.dwg PLOT DATE: 2/19/2020 10:56 AM PROJECT NUMBER: DATE: PHASE: www.tfgdesign.com THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF TFG DESIGN, LLC. - THE FRONTERRA GROUP AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE P E RMISSION O F T H E L A N D S C A P E A R C H I T E C T . The Group FronTerra 3 13 L1.2 SITE DETAILS SPAR (FDP) 2ND SUBMITTAL SPAR (FDP) 20200219 20200107 SPAR (FDP) OCT 16 , 2019 177-1902FC LARIMER FORT COLLINS, COLORADO SITE PLAN ADVISORY REVIEW FORT COLLINS MONTESSORI SCHOOL Fort Collins, Colorado Fort Collins Montessori School SCALE: 1 WASTE 1/2" = 1'-0" & RECYCLING ENCLOSURE SCALE: 2 PLAYGROUND 1/2" = 1'-0" RAMP, SURFACE AND DRAINAGE SCALE: 3 PLAYGROUND 1/2" = 1'-0" HEADER, SUFACE AND DRAINAGE SCALE: 4 BIKE 3/4" = RACK 1'-0" SCALE: 5 CHAINLINK 1/2" = 1'-0" FENCE - VINYL COATED (BLACK) SCALE: 6 6' HT. 1/2" = 1'-WOOD 0" PRIVACY FENCE (TYP) 7' 17' 24' 17' WESTBURY PUD 1ST (RL) EXISTING RESIDENTIAL (REC. NO. 94098087) PINEVIEW PUD PH II (NC) VACANT PINEVIEW PUD PH II (MMN) 1109 W HARMONY RD (LMN) WESTBURY PUD 2ND (RL) EXISTING RESIDENTIAL 4626 S SHIELDS ST (LMN) EXISTING RESIDENTIAL (PARCEL NO. 9603100009) OLT CT FUTURE ASPHALT EMERGENCY ACCESS TURN-AROUND 11 10 15 7 5 24' 24' HC HC HC (VAN) 95' 24' EMERGENCY EGRESS GATE WITH PANIC HARDWARE DROP OFF QUEUE THROUGH LANE THROUGH LANE TO RIGHT-OUT ONLY AT HARMONY RD EXIT RIGHT-OUT ONLY AT SHIELDS ST DROP OFF QUEUE DROP OFF QUEUE FUTURE ASPHALT EMERGENCY ACCESS DRIVE NATURAL OPEN AREA ELEMENTARY PLAYGROUND (5-12 YRS.) PLAZA PRIMARY OPEN AREA (3-5 YRS.) DRAINAGE EASEMENT 8' 5' 8' 5' 11' ENHANCED CROSSWALK FUTURE MULTI-PURPOSE (4,500 SF) TEMPORARY MODULAR (1,440 SF) 51.9' EXISTING 6' HT. WOOD PRIVACY FENCE ALONG ENTIRE WEST BOUNDARY TO REMAIN 48" HT. PLAYGROUND FENCE, CHAIN LINK BLACK VINYL CLAD PLAYGROUND HEADER, (TYP) FUTURE CONCRETE WALK EXISTING UE REC. NO. 20090073915 EXISTING WATER LINE EXISTING UE REC. NO. 20090073915 CDOT PARCEL 2A REC. NO. 20090073915 UTILITY EASEMENT REC. NO. 20080073484 CDOT PARCEL 2 REC. NO. 20090073915 EXISTING FIBER OPTIC EXISTING UG ELECTRIC EXISTING ELECTRIC CABINET EXISTING CROSSWALK SIGNAL EXISTING STORM DRAIN INLET DRAINAGE EASEMENT OPEN SPACE EXISTING GAS N89°58'46"E 99.98' S83°31'41"E 96.13' N89°58'46"E 156.51' S00°17'54"W 140.32' S05°00'02"E 170.33' S89°58'54"W 447.42' N00°17'46"E 439.98' L= 102.01' L= 26.80' L= 23.32' 9 5 9 8 15 35' UE PROPOSED UTILITY EASEMENT TRACT B LOT 16 LOT 15 LOT 14 LOT 13 LOT 12 LOT 11 EXISTING CONCRETE DRIVE EXISTING REFLECTOR POSTS (6) BIKE PARKING SPACES DROP-OFF / PICK-UP QUEUE SPACE, (TYP) RAMP RAIN GARDEN, RE: CIVIL PLANS ROW TO BE DEDICATED TO ACCOMMODATE RIGHT TURN LANE AND WALK EMERGENCY EGRESS GATE WITH PANIC HARDWARE TEMPORARY MODULAR (1,440 SF) CONNECTING CONCRETE WALK CONNECTING CONCRETE WALK 33' HT. FLAG POLE F.D.C. ENTRY DRIVE FEATURE, SEE L1.3/1 ENTRY DRIVE FEATURE, SEE L1.3/1 SCREEN FENCE, SEE L1.3/3 SCREEN FENCE, SEE L1.3/3 WALK FEATURE, SEE L1.3/2 PROPOSED MEDIAN EXTENSION PROPOSED LEFT TURN LANE RAIN GARDEN RE: CIVIL PLANS 30' UE & DE PEDESTRIAN EASEMENT RAIN GARDEN RE: CIVIL PLANS 20' UE 24' EAE 24' EAE 24' EAE 36' EAE 24' EAE DRAINAGE EASEMENT DRAINAGE EASEMENT DRAINAGE EASEMENT DRAINAGE EASEMENT ADA RAMP, (TYP) 5' STRIPED ACCESS AISLE F.D. KNOX BOX 5' F.D. KNOX BOX NORTH 0 SCALE: 15' 30' 60' 90' 1" = 30' TFG Design, LLC 138 E 4th Street, STE #1 Loveland CO 80537 (970) 669.3737 LANDSCAPE ARCHITECTURE PLANNING SHEET OF SHEET NUMBER: SHEET TITLE: REVISIONS: PROJECT INFORMATION: OWNER: DRAWN BY: David Kasprzak FILE LOCATION: x:\Shared\Projects\177 hauser architects\177-1902fc fort collins montessori school\AutoCAD\177-1902fc fort collins montessori school\DWG\Site\L1.1 SITE PLAN.dwg PLOT DATE: 2/19/2020 10:56 AM PROJECT NUMBER: DATE: PHASE: www.tfgdesign.com THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF TFG DESIGN, LLC. - THE FRONTERRA GROUP AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE P E RMISSION O F T H E L A N D S C A P E A R C H I T E C T . The Group FronTerra 2 13 L1.1 SITE PLAN SPAR (FDP) 2ND SUBMITTAL SPAR (FDP) 20200219 20200107 SPAR (FDP) OCT 16 , 2019 177-1902FC LARIMER FORT COLLINS, COLORADO SITE PLAN ADVISORY REVIEW FORT COLLINS MONTESSORI SCHOOL Fort Collins, Colorado Fort Collins Montessori School SITE PLAN NOTES 1. REFER TO FINAL UTILITY PLANS FOR EXACT LOCATIONS AND CONSTRUCTION INFORMATION FOR STORM DRAINAGE STRUCTURES, UTILITY MAINS AND SERVICES, PROPOSED TOPOGRAPHY, STREET IMPROVEMENTS. 2. REFER TO THE SUBDIVISION PLAT AND UTILITY PLANS FOR EXACT LOCATIONS, AREAS AND DIMENSIONS OF ALL EASEMENTS, LOTS, TRACTS, STREETS, WALKS AND OTHER SURVEY INFORMATION. 3. THE PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FINAL PLANS. AMENDMENTS TO THE PLANS MUST BE REVIEWED AND APPROVED BY THE CITY PRIOR TO THE IMPLEMENTATION OF ANY CHANGES TO THE PLANS. 4. ALL ROOFTOP AND GROUND MOUNTED MECHANICAL EQUIPMENT MUST BE SCREENED FROM VIEW FROM ADJACENT PROPERTY AND PUBLIC STREETS. IN CASES WHERE BUILDING PARAPETS DO NOT ACCOMPLISH SUFFICIENT SCREENING, THEN FREE-STANDING SCREEN WALLS MATCHING THE PREDOMINANT COLOR OF THE BUILDING SHALL BE CONSTRUCTED. OTHER MINOR EQUIPMENT SUCH AS CONDUIT, METERS AND PLUMBING VENTS SHALL BE SCREENED OR PAINTED TO MATCH SURROUNDING BUILDING SURFACES. 5. ALL CONSTRUCTION WITH THIS DEVELOPMENT PLAN MUST BE COMPLETED IN ONE PHASE UNLESS A PHASING PLAN IS SHOWN WITH THESE PLANS. 6. [IF APPLICABLE -- INCLUDE LANGUAGE FOR ANY MODIFICATIONS AND CONDITIONS APPROVED WITH PDP/ODP]. 7. ALL EXTERIOR LIGHTING PROVIDED SHALL COMPLY WITH THE FOOT-CANDLE REQUIREMENTS IN SECTION 3.2.4 OF THE LAND USE CODE AND SHALL USE A CONCEALED, FULLY SHIELDED LIGHT SOURCE WITH SHARP CUT-OFF CAPABILITY SO AS TO MINIMIZE UP-LIGHT, SPILL LIGHT, GLARE AND UNNECESSARY DIFFUSION. 8. SIGNAGE AND ADDRESSING ARE NOT PERMITTED WITH THIS PLANNING DOCUMENT AND MUST BE APPROVED BY SEPARATE CITY PERMIT PRIOR TO CONSTRUCTION. SIGNS MUST COMPLY WITH CITY SIGN CODE UNLESS A SPECIFIC VARIANCE IS GRANTED BY THE CITY. 9. FIRE HYDRANTS MUST MEET OR EXCEED POUDRE FIRE AUTHORITY STANDARDS. ALL BUILDINGS MUST PROVIDE AN APPROVED FIRE EXTINGUISHING SYSTEM. 10. ALL BIKE RACKS PROVIDED MUST BE PERMANENTLY ANCHORED. 11. ALL SIDEWALKS AND RAMPS MUST CONFORM TO CITY STANDARDS. ACCESSABLE RAMPS MUST BE PROVIDED AT ALL STREET AND DRIVE INTERSECTIONS AND AT ALL DESIGNATED ACCESSABLE PARKING SPACES. ACCESSABLE PARKING SPACES MUST SLOPE NO MORE THAN 1:48 IN ANY DIRECTION. ALL ACCESSIBLE ROUTES MUST SLOPE NO MORE THAN 1:20 IN DIRECTION OF TRAVEL AND WITH NO MORE THAN 1:48 CROSS SLOPE. 12. 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 THE PROPERTY OWNER OF THE COMMON AREA. THE PROPERTY OWNER IS RESPONSIBLE FOR SNOW REMOVAL ON ALL ADJACENT STREET SIDEWALKS AND SIDEWALKS IN COMMON OPEN SPACE AREAS. 13. DESIGN AND INSTALLATION OF ALL PARKWAY/TREE LAWN AND MEDIAN AREAS IN THE RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH CITY STANDARDS. UNLESS OTHERWISE AGREED TO BY THE CITY WITH THE FINAL PLANS, ALL ONGOING MAINTENANCE OF SUCH AREAS IS THE RESPONSIBILITY OF THE OWNER/DEVELOPER. 14. THE PROPERTY OWNER FOR EACH RESIDENTIAL LOT IS RESPONSIBLE FOR SNOW REMOVAL ON ALL STREET SIDEWALKS ADJACENT TO EACH RESIDENTIAL LOT. 15. PRIVATE CONDITIONS, COVENANTS, AND RESTRICTIONS (CC&R'S), OR ANY OTHER PRIVATE RESTRICTIVE COVENANT IMPOSED ON LANDOWNERS WITHIN THE DEVELOPMENT, MAY NOT BE CREATED OR ENFORCED HAVING THE EFFECT OF PROHIBITING OR LIMITING THE INSTALLATION OF XERISCAPE LANDSCAPING, SOLAR/PHOTO-VOLTAIC COLLECTORS (IF MOUNTED FLUSH UPON ANY ESTABLISHED ROOF LINE), CLOTHES LINES (IF LOCATED IN BACK YARDS), ODOR-CONTROLLED COMPOST BINS, OR WHICH HAVE THE EFFECT OF REQUIRING THAT A PORTION OF ANY INDIVIDUAL LOT BE PLANTED IN TURF GRASS. 16. ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. 17. FIRE LANE MARKING: A FIRE LANE MARKING PLAN MUST BE REVIEWED AND APPROVED BY THE FIRE OFFICIAL PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY. WHERE REQUIRED BY THE FIRE CODE OFFICIAL, APPROVED SIGNS OR OTHER APPROVED NOTICES THAT INCLUDE THE WORDS NO PARKING FIRE LANE SHALL BE PROVIDED FOR FIRE APPARATUS ACCESS ROADS TO IDENTIFY SUCH ROADS OR PROHIBIT THE OBSTRUCTION THEREOF. THE MEANS BY WHICH FIRE LANES ARE DESIGNATED SHALL BE MAINTAINED IN A CLEAN AND LEGIBLE CONDITION AT ALL TIMES AD BE REPLACED OR REPAIRED WHEN NECESSARY TO PROVIDE ADEQUATE VISIBILITY. 18. PREMISE IDENTIFICATION: AN ADDRESSING PLAN IS REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY AND POUDRE FIRE AUTHORITY PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY. UNLESS THE PRIVATE DRIVE IS NAMED, MONUMENT SIGNAGE MAY BE REQUIRED TO ALLOW WAY_FINDING. ALL BUILDINGS SHALL HAVE ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE, VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY, AND POSTED WITH A MINIMUM OF SIX_INCH NUMERALS ON A CONTRASTING BACKGROUND. WHERE ACCESS IS BY MEANS OF A PRIVATE ROAD AND THE BUILDING CANNOT BE VIEWED FROM THE PUBLIC WAY, A MONUMENT, POLE OR OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE 1. FORT COLLINS MONTESSORI SCHOOL IS NOT REQUIRED TO COMPLY WITH REQUIREMENTS OF THE SITE PLAN NOTES. HOWEVER, TO THE EXTENT FEASIBLE AND WITHIN FORT COLLINS MONTESSORI SCHOOL BUDGET, IT WILL ENDEAVOR TO SATISFY SITE PLAN NOTE REQUIREMENTS. 2. SEE GENERAL SPAR NOTES ON SHEET L1.0 SITE PLAN ADVISORY REVIEW (SPAR) NOTES Neighborhood) SITE DATA (APPROXIMATE) WATER DISTRICT: FCLWD DECEMBER, 2019 SITE PLAN ADVISORY REVIEW FORT COLLINS MONTESSORI SCHOOL A PARCEL OF LAND SITUATED IN THE NORTHEAST QUARTER OF SECTION 3, TOWNSHIP 6 NORTH, RANGE 69 WEST, OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO. 01 L1.0 COVER SHEET 02 L1.1 SITE PLAN 03 L1.2 SITE DETAILS 04 L1.3 FENCE & COLUMN DETAILS 05 L2.1 LANDSCAPE PLAN 06 L2.2 HYDROZONES, PLANT SCHEDULE & NOTES 07 L2.3 LANDSCAPE DETAILS & SPECIFICATIONS 08 L2.4 TREE INVENTORY & MITIGATION PLAN 09 IR1.0 IRRIGATION LEGEND & NOTES 10 IR1.1 IRRIGATION PLAN 11 A1.0 BUILDING ELEVATIONS & PERSPECTIVE 12 ES-001 ELECTRICAL INDEX, LEGEND AND SCHEDULE 13 ES-100 ELECTRICAL PHOTOMETRIC SITE PLAN SHEET INDEX THE FRONTERRA GROUP, LLC 138 E 4TH STREET, STE #1 LOVELAND, COLORADO, 80537 (970) 669-3737 CONTACT: DAVID KASPRZAK DAVID@TFGDESIGN.COM DIVERSIFIED CONSULTING SOLUTIONS, INC. (DCS) 2470 17TH STREET DENVER, CO 80202 (720) 483-3147 CONTACT:JEFFREY REED JEFFREED@DCS-CM.COM OWNER'S REPRESENTATIVE: LANDSCAPE ARCHITECT/PLANNER: NORTH MPi DESIGNS, LLC PO BOX 345 WINDSOR, COLORADO 80550 (970) 402-3047 CONTACT: MICHELLE PETERSON MICHELLE@MPIDESIGNSLLC.COM IRRIGATION DESIGN: HAUSER ARCHITECTS 3780 E 15TH ST, SUITE 201 LOVELAND, COLORADO 80538 (970) 669-8220 CONTACT: RICK HAZEL RICK@HAUSERARCHITECTSPC.COM ARCHITECT: COFFEY ENGINEERING AND SURVEYING 4045 ST. CLOUD, SUITE 180 LOVELAND, COLORADO 80538 (970) 622-2095 CONTACT: TROY CAMPBELL, P.E. TCAMPBELL@COFFEY-ENGINEERING.COM CIVIL ENGINEER: MAJESTIC SURVEYING, LLC. 1111 DIAMOND VALLEY DR, SUITE 104 WINDSOR, COLORADO 80550 (970) 833-5698 CONTACT: STEVE PARKS STEVENP@MAJESTICSURVEYING.COM SURVEYOR: LOT 1, MONTESSORI SUBDIVISION FORT COLLINS MONTESSORI SCHOOL (970) 631-8612 CONTACT:PAUL VINCENT PVINCENT@FOCOMONTESSORI.ORG OWNER/APPLICANT: BY THE DIRECTOR OF COMMUNITY DEVELOPMENT AND NEIGHBORHOOD SERVICES OF THE CITY OF FORT COLLINS, COLORADO THIS DAY OF ,A.D., 2020 DIRECTOR OF COMMUNITY DEVELOPMENT AND NEIGHBORHOOD SERVICES PLANNING APPROVAL: OWNER'S CERTIFICATION OF APPROVAL: THE UNDERSIGNED DOES/DO HEREBY CERTIFY THAT I/WE ARE THE LAWFUL OWNER OF REAL PROPERTY DESCRIBED ON THIS SITE PLAN AND DO HEREBY CERTIFY THAT I/WE ACCEPT THE CONDITIONS AND RESTRICTIONS SET FORTH ON SAID SITE PLAN. IN WITNESS WHEREOF, WE HAVE HEREUNTO SET OUR HANDS AND SEALS THIS THE DAY OF , 2020. MILAN E. TIMM, OWNER NOTARIAL CERTIFICATE STATE OF ) COUNTY OF ) THIS FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME BY THIS DAY OF , 2020. MY COMMISSION EXPIRES: NOTARY PUBLIC (SEAL) BIKE PARKING PROVIDED (PHASE 1): 6 SPACES 1. FORT COLLINS MONTESSORI SCHOOL (FCMS) IS EXEMPT BY STATE LAY, FROM A TYPICAL DEVELOPMENT REVIEW PROCESS, AND IS ONLY REQUIRED TO HAVE ITS SITE DEVELOPMENT PLAN REVIEWED AND COMMENTED ON. 2. FORT COLLINS MONTESSORI SCHOOL AS A COLORADO PUBLIC SCHOOL IS NOT SUBJECT TO A TYPICAL DEVELOPMENT REVIEW APPROVAL PROCESS. IT IS ONLY REQUIRED TO COMPLY WITH THE REQUIREMENTS OF THE LOCATION STATUTE, AND APPLICABLE PERMITTING THAT IS WILL BE OBTAINING THROUGH THE STATE FOR DEVELOPMENT OF THE PROPERTY SITE PLAN ADVISORY REVIEW (SPAR) NOTES PERSPECTIVE RENDERING PARKING REQUIRED - 1 / 1,000 SF (all phases): 32 SPACES BIKE PARKING REQUIRED (PHASE 1): 6 SPACES LEGAL DESCRIPTION: LOT 1, MONTESSORI SUBDIVISION