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HomeMy WebLinkAboutPSD PROSPECT SCHOOL SITE SITE PLAN ADVISORY REVIEW - SPA190002 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSCALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R A TRACT OF LAND LOCATED IN THE SOUTH HALF OF SECTION 15, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO SHEET INDEX DESIGN DEVELOPMENT UTILITY PLANS FOR PSD MIDDLE SCHOOL HIGH SCHOOL # 2 DESCRIPTION DATE E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com A of 48 SHEET INFORMATION PROJECT INFORMATION PROJECT PHASE SEAL ARCHITECT ISSUE DATE: PROJECT #: CONSULTANT T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com ARCHITECTS REVISIONS: 100-024 POUDRE SCHOOL DISTRICT DESIGN DEVELOPMENT - 10/09/19 PROSPECT ROAD & MAIN STREET FORT COLLINS, CO B C D 5 4 3 2 1 Not For Construction PSD MIDDLE SCHOOL HIGH SCHOOL # 2 CONSTRUCTION NOTES GENERAL & C001 1-2 C001-C002 GENERAL & CONSTRUCTION NOTES 3-5 C100-C102 EXISTING CONDITIONS & DEMOLITION PLAN 6-14 C200-C208 PAVING PLAN 15-17 C300-C302 OVERALL UTILITY PLAN 18-27 C303-C312 UTILITY PLAN 28-29 C314-C315 SANITARY LINE A PLAN & PROFILE 30-31 C316-C317 SANITARY LINE A2 PLAN & PROFILE 32 C318 SANITARY LINE B PLAN & PROFILE CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R DESCRIPTION DATE E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com A of 48 SHEET INFORMATION PROJECT INFORMATION PROJECT PHASE SEAL ARCHITECT ISSUE DATE: PROJECT #: CONSULTANT T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com ARCHITECTS REVISIONS: 100-024 POUDRE SCHOOL DISTRICT DESIGN DEVELOPMENT - 10/09/19 PROSPECT ROAD & MAIN STREET FORT COLLINS, CO B C D 5 4 3 2 1 Not For Construction PSD MIDDLE SCHOOL HIGH SCHOOL # 2 DESCRIPTION DATE E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com A of 48 SHEET INFORMATION PROJECT INFORMATION PROJECT PHASE SEAL ARCHITECT ISSUE DATE: PROJECT #: CONSULTANT T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave W W W W W W W W W W W W W G G G G G G G G G G G G CTV CTV CTV CTV X CTV CTV CTV CTV CTV CTV X CTV CTV CTV CTV CTV / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / SS SS SS SS OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU S H2O H2O H2O H2O H2O H2O H2O H2O WV WV W S C C C M CABLE C M W W CC CTV CTV CTV CTV W W W W W W W W W W W W W W W W W W W W G G G G G G G G G G G G G G G G G G X CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS OHU OHU OHU W W W W W W W W G G G G G G G G G X X X CTV / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / SS SS SS SS SS SS SS SS SS OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU B M C C S S S C C GAS C C WV WV C C WV B M / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / WHITE ERIC S. CW SUBTRUST 1100 SE FRONTAGE RD WHITE ERIC S. CW SUBTRUST 1100 SE FRONTAGE RD FENCE (RE: LANDSCAPE) 9' (TYP.) 19' (TYP.) 9' (TYP.) 19' (TYP.) 9' (TYP.) 19' (TYP.) 9' (TYP.) 19' (TYP.) 9' (TYP.) 19' (TYP.) 9' (TYP.) 26' - 26' - 19' (TYP.) 30' ELCO WATER EASTMENT 26' EMERGENCY ACCESS EASEMENT 20' BOXELDER SANITARY EASEMENT FUTURE CARRIAGE PARKWAY FUTURE PARKING FUTURE CARRIAGE PARKWAY 30' EMERGENCY ACCESS EASEMENT DESCRIPTION DATE E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com A of 48 SHEET INFORMATION PROJECT INFORMATION PROJECT PHASE SEAL ARCHITECT ISSUE DATE: PROJECT #: CONSULTANT T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com ARCHITECTS REVISIONS: 100-024 POUDRE SCHOOL DISTRICT DESIGN DEVELOPMENT - 5 4 3 2 1 G G 1 2 3 4 0 G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 / / / / / / / / / / / / / / / / / / / / / / / / SCHMIDTKE GREGG S WHITE ERIC S. 4607 KITCHELL WAY CW SUBTRUST 1100 SE FRONTAGE RD EXISTING 20' UTILITY EASEMENT FENCE (RE: LANDSCAPE) FENCE (RE: LANDSCAPE) 4' CONCRETE PAN FENCE (RE: LANDSCAPE) 2' SIDEWALK CHASE 2' CONCRETE PAN EXISTING 20' UTILITY EASEMENT 19' (TYP.) 9' (TYP.) 9' (TYP.) 19' (TYP.) 26' - 56' - 41' - 26' - 26' - 26' - 19' (TYP.) 26' EMERGENCY ACCESS EASEMENT 20' BOXELDER SANITARY EASEMENT 30' ELCO WATER EASEMENT 30' ELCO WATER EASEMENT 26' EMERGENCY ACCESS EASEMENT 26' EMERGENCY ACCESS EASEMENT 20' BOXELDER SANITARY EASEMENT 30' ELCO WATER EASTMENT 26' EMERGENCY ACCESS EASEMENT / / / / / / / / / / / / / / / / / / / / / / / / KUHN JO LYNN TRUST 4615 KITCHELL WAY CAPE RICHARD W II 4711 KITCHELL WAY EXISTING 20' UTILITY EASEMENT EXISTING 20' UTILITY EASEMENT 2' CONCRETE PAN 2' SIDEWALK CHASE 2' CONCRETE PAN EXISTING 20' UTILITY EASEMENT EXISTING 20' UTILITY EASEMENT WEST WELL PUMP BUILDING 2' SIDEWALK CHASE FENCE (RE: LANDSCAPE) FENCE (RE: LANDSCAPE) 9' (TYP.) 9' (TYP.) 19' (TYP.) 19' (TYP.) 9' (TYP.) 19' (TYP.) 9' (TYP.) 19' (TYP.) 9' (TYP.) 19' (TYP.) 9' (TYP.) 19' (TYP.) 9' (TYP.) 19' (TYP.) 20'' UTILITY EASEMENT PER KITCHELL SUBDIVISION REC. NO. 90016150 26' FL-FL 26' EMERGENCY ACCESS EASEMENT 30' ELCO WATER EASEMENT 26' EMERGENCY ACCESS EASEMENT 30' ELCO WATER EASEMENT 24' EMERGENCY ACCESS EASEMENT 41' - 9' (TYP.) 19' (TYP.) 26' FL-FL DESCRIPTION DATE E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 X X X X X X X X X X X X X X X X X X X G 1 2 3 4 5 4 3 2 1 0 G G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 BENDER EDWARD L 4817 KITCHELL WAY LAINE STEPHEN M/KRISTINE S 4823 KITCHELL WAY PETTINE STEFAN M 4921 KITCHELL WAY EXISTING 20' UTILITY EASEMENT EXISTING 20' UTILITY EASEMENT EXISTING 20' UTILITY EASEMENT EXISTING 20' UTILITY EASEMENT FILTER BUILDING FENCE (RE: LANDSCAPE) FENCE (RE: LANDSCAPE) FENCE (RE: LANDSCAPE) FENCE (RE: LANDSCAPE) FENCE (RE: LANDSCAPE) 19' (TYP.) 9' (TYP.) 26' - 26' EMERGENCY ACCESS EASEMENT 19' (TYP.) 9' (TYP.) DESCRIPTION DATE E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com A of 48 SHEET INFORMATION PROJECT INFORMATION PROJECT PHASE SEAL ARCHITECT ISSUE DATE: PROJECT #: CONSULTANT T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com ARCHITECTS REVISIONS: 100-024 C.O. X X X X X COCHRAN BRAD M/SANDRA J 1225 S COUNTY ROAD 5 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / EXISTING 20' UTILITY EASEMENT EXISTING 20' UTILITY EASEMENT EXISTING 20' UTILITY EASEMENT EXISTING 20' UTILITY EASEMENT 15' UTILITY EASEMENT 15' UTILITY EASEMENT FENCE (RE: LANDSCAPE) FENCE (RE: LANDSCAPE) FENCE (RE: LANDSCAPE) 8' SIDEWALK 20'' UTILITY EASEMENT PER KITCHELL SUBDIVISION REC. NO. 90016150 140'' ROW 30' - 30' EMERGENCY ACCESS EASEMENT X X X X X X / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / 8' SIDEWALK 15' UTILITY EASEMENT 19' (TYP.) 81' DITCH EASEMENT 4' CURB CUT 2' CONCRETE PAN DRAINAGE EASEMENT EXISTING GRAVEL ROAD 8' SIDEWALK 8' SIDEWALK 4' CONCRETE PAN 9' (TYP.) 19' (TYP.) 9' (TYP.) 19' (TYP.) 9' (TYP.) 30' - 18' - 26' - 40' CITY OF GREELEY WATER EASEMENT REC. NO. 2006-0079451 88' ROW 26' - 50'' STRIP OF LAND DESCRIBED IN WARRANTY DEED, BOOK 531, PAGE 759 20' BOXELDER SANITARY EASEMENT 26' EMERGENCY ACCESS EASEMENT 26' EMERGENCY ACCESS EASEMENT 20' BOXELDER SANITARY EASEMENT EKBLAD LARRY R/LINDA M 4701 E PROSPECT RD EKBLAD LARRY R/LINDA M 4725 E PROSPECT RD / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / 8' SIDEWALK 15' UTILITY EASEMENT 15' UTILITY EASEMENT 9' (TYP.) 19' (TYP.) 81' DITCH EASEMENT FUTURE PARKING 4' CONCRETE PAN 9' (TYP.) 19' (TYP.) 9' (TYP.) 19' (TYP.) 9' (TYP.) 19' (TYP.) 9' (TYP.) 19' (TYP.) 9' (TYP.) 19' (TYP.) 9' (TYP.) 19' (TYP.) 9' (TYP.) 19' (TYP.) 9' (TYP.) 19' (TYP.) 107'' ROW 24' - 30'' BOXELDER SANITARY EASEMENT 24' EMERGENCY ACCESS EASTMENT 24' EMERGENCY ACCESS EASTMENT 30' ELCO WATERLINE EASEMENT 30' ELCO WATER EASEMENT 24' EMERGENCY ACCESS EASEMENT 30' ELCO WATER LINE EASEMENT 4' CONCRETE PAN 8' SIDEWALK 8' SIDEWALK FUTURE PARKING 4' CONCRETE PAN 4' CONCRETE PAN 4' CONCRETE X X X X X M H NICHOLS LIVING TRUST 1601 MEADOWAIRE DR SPLITTGERBER RICHARD P/MEREDITH JEAN 1600 MEADOWAIRE DR RYAN JEFFREY L/SYBIL A 1601 CARRIAGE RD / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / 15' UTILITY EASEMENT 81' DITCH EASEMENT FENCE (RE: LANDSCAPE) 9' (TYP.) 19' (TYP.) 9' (TYP.) 19' (TYP.) 9' (TYP.) 19' (TYP.) 9' (TYP.) 19' (TYP.) 97' ROW 98' ROW 30'' BOXELDER SANITATION DISTRICT UTILITY EASEMENT 30' - 18' - 64' -EOP 24' EMERGENCY ACCESS EASTMENT 64' EMERGENCY ACCESS EASTMENT FUTURE PARKING 2' CONCRETE PAN CURB CUT DRAINAGE EASEMENT 8' SIDEWALK 8' SIDEWALK 6' CONCRETE PAN 2' SIDEWALK CHASE 2' CONCRETE PAN 2' CONCRETE PAN X X X X X X X TELE MH X X KNIEVEL JANET A 5001 E PROSPECT RD LACY KEITH W JR 1601 S COUNTY ROAD 5 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / 8' SIDEWALK 15' UTILITY EASEMENT 15' UTILITY EASEMENT DRAINAGE EASEMENT 81' DITCH / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / G 1 2 3 4 5 4 3 2 1 0 G G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 / / / / / / / / / / / / / / / / SCHMIDTKE GREGG S 4607 KITCHELL WAY WHITE ERIC S. CW SUBTRUST 1100 SE FRONTAGE RD WHITE ERIC S. CW SUBTRUST 1100 SE FRONTAGE RD WHITE ERIC S. CW SUBTRUST 1100 SE FRONTAGE RD W W W W W G G G G G G G G G G G G CTV CTV CTV CTV X CTV CTV CTV CTV CTV CTV X CTV CTV CTV CTV CTV SS SS SS S SS H2O H2O H2O H2O H2O H2O H2O H2O WV WV W S C C C M / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / G 1 2 3 4 5 4 3 2 1 0 G 2 1 3 G 1 0 2 0 3 0 4 0 5 0 4 0 0 0 0 G 0 0 0 0 0 0 0 0 / / / / / / / / / / / / / / / / SCHMIDTKE GREGG S 4607 KITCHELL WAY KUHN JO LYNN TRUST 4615 KITCHELL WAY CAPE RICHARD W II 4711 KITCHELL WAY BENDER EDWARD L 4817 KITCHELL WAY LAINE STEPHEN M/KRISTINE S 4823 KITCHELL WAY PETTINE STEFAN M 4921 KITCHELL WAY EKBLAD LARRY R/LINDA M 4701 E PROSPECT RD NICHOLS LIVING TRUST 1601 MEADOWAIRE DR EKBLAD LARRY R/LINDA M 4725 E PROSPECT RD SPLITTGERBER RICHARD P/MEREDITH JEAN 1600 MEADOWAIRE DR RYAN JEFFREY L/SYBIL A 1601 CARRIAGE RD CTV CTV CTV CTV G G G G G G G G G G G G G G G G G G X CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV SS SS SS SS / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / PETTINE STEFAN M 4921 KITCHELL WAY COCHRAN BRAD M/SANDRA J 1225 S COUNTY ROAD 5 RYAN JEFFREY L/SYBIL A 1601 CARRIAGE RD KNIEVEL JANET A 5001 E PROSPECT RD LACY KEITH W JR 1601 S COUNTY ROAD 5 TRACT C SERRATOGA FALLS 2ND FILING G G G G G G G G 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS G E E G E 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W F F E G E E E E E E E E E E E G G G G G G G G E E E E E E E E G G G G G G G G G G WHITE ERIC S. CW SUBTRUST 1100 SE FRONTAGE RD WHITE ERIC S. CW SUBTRUST 1100 SE FRONTAGE RD H2O W W W W W W W W W W W W W W W W W W W W W W W W W 1 9 5 4 3 2 1 G G 1 2 3 4 0 G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 / / / / / / / / / / / / / / / / / / / / / / / / 8" W 8" W 8" W 8" W 8" W 8" W 8" W 12" W 8" SS 8" SS 8" SS 8" SS 8" SS G G G G G G G G G G G G G G G G G G G G E E E E E E E E E E E E E E E E E E E E 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS S S S G G G G G G G G G G G G G G G G G G G G G E E E E E E E E E E E E E E E E E E E E E G E W F S 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W F F E G S F / / / / / / / / / / / / / / / / / / / / / / / / 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W G G G G G G G G G G G G G G G G G G G G G G G E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E F W G G G G G G G G G S 8" W 8" W 8" W 8" W 8" W 8" W 8" W S KUHN JO LYNN TRUST 4615 KITCHELL WAY CAPE RICHARD W II 4711 KITCHELL WAY EXISTING 20' UTILITY EASEMENT EXISTING 20' UTILITY EASEMENT 378.98 LF 8" PVC S89°59'09"E 421.82 LF 8" PVC S89°59'09"E 58.28 LF 8" PVC S44°59'09"E FIRE HYDRANT N:124630.97 E:219365.47 8''x6" SWIVEL TEE w/TB & 6" GV (W) 1-8" GV (S) N:124630.96 E:219379.97 45° BEND w/TB N:124674.59 E:219379.98 45° BEND w/TB N:124715.81 E:219338.78 8''x6" SWIVEL TEE w/TB & 6" GV (S) 1-8" GV (E) N:124715.91 E:218916.97 G 1 2 3 4 5 4 3 2 1 0 G G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 G G G G G G G G G G G G G G G G G G G G G G G E E E E E E E E E E E E E E E E E E E E E E E BENDER EDWARD L 4817 KITCHELL WAY LAINE STEPHEN M/KRISTINE S 4823 KITCHELL WAY PETTINE STEFAN M 4921 KITCHELL WAY X X X X X X X X X X X X X X X X X X X EXISTING 20' UTILITY EASEMENT EXISTING 20' UTILITY EASEMENT 26' - 26' EMERGENCY ACCESS EASEMENT PROPOSED ELECTRIC PROPOSED GAS EASE WELL PUMP BUILDING FILTER BUILDING 12' SIDEWALK 12' SIDEWALK 12' SIDEWALK 12' SIDEWALK PROPOSED STORM DRAIN PROPOSED STORM DRAIN PROPOSED STORM DRAIN 8' SIDEWALK 20' UTILITY EASEMENT PER KITCHELL SUBDIVISION REC. NO. 90016150 PROPOSED STORM DRAIN PROPOSED STORM DRAIN DESCRIPTION DATE E NGINEER ING N O R T H E RN S F G G G G G G G G G G G G G G G G G G G G 6" W E E E E E E E E E E E E E E E E E E E E W COCHRAN BRAD M/SANDRA J 1225 S COUNTY ROAD 5 MAIN STREET E SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W S C.O. S VAULT CABLE F.O. F.O. F.O. F.O. S SD SD SD SD SD SD SD SD SD SD SD SD SD S E E E E E E E E E E E E E E E E E E 8" W 8" W 8" W 8" W 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS G G G G G G G G G G G G G G G G E E E E E E E E E E E E E E 8" SS 8" SS 8" SS G S W S 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W F F W G G G G G G G G G G G G G G G G G E E E E E E E E E E E E E E E E E G 6" W 6" W 6" W PROSPECT ROAD W W W W G G G G G G G G G G G G G G G G G G G CTV CTV CTV CTV 8" W 8" W 8" W 8" W 8" W 8" W 8" W F 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W EKBLAD LARRY R/LINDA M 4701 E PROSPECT RD EKBLAD LARRY R/LINDA M 4725 E PROSPECT RD PROSPECT ROAD CTV CTV CTV CTV CTV CTV CTV CTV CTV G G G G G G G G G G G G G G G G G G G G G CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS OHU OHU OHU OHU OHU OHU S S MM C W NICHOLS LIVING TRUST 1601 MEADOWAIRE DR SPLITTGERBER RICHARD P/MEREDITH JEAN 1600 MEADOWAIRE DR RYAN JEFFREY L/SYBIL A 1601 CARRIAGE RD PROSPECT ROAD G G G G G G G G G G G G G G G G G G X X X X X W CTV SS SS SS SS SS SS SS SS SS SS SS SS OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU S S S CABLE CABLE CABLE CABLE CABLE VAULT CABLE CABLE M CABLE C WV MH / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 97'' ROW 98' ROW 30' BOXELDER SANITARY EASEMENT KNIEVEL JANET A 5001 E PROSPECT RD LACY KEITH W JR 1601 S COUNTY ROAD 5 PROSPECT ROAD MAIN STREET G G G G G G G G G G G G G G G OHU OHU X X X X X X X W CTV CTV SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU B M S S C C GAS C C WV WV C C WV B M SS SS SS SS / / / / / / / / 8" W 8" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W G G E E G G G G G G E E E E E E E 12" W 12" W 12''x12'' TEE w/TB 1- 12" BFV (N) 1 - 12"-8" REDUCER (E) 1 - 8" GV (E) N:124867.51 E:218473.14 EXISTING 20' UTILITY EASEMENT SSMH A5 26' - 25' EOP-FL 7.09 LF 8" PVC S44°59'09"E 19.32 LF 8" PVC S89°53'23"E 45° BEND w/TB N:124862.46 E:218497.47 45° BEND w/TB N:124867.48 E:218492.46 1340.30 LF 12" PVC N00°06'37"E 30' ELCO WATER EASEMENT EXISTING 8' GRAVEL ROAD 30' ELCO WATER EASEMENT SCHMIDTKE GREGG S 4607 KITCHELL WAY WHITE ERIC S. CW SUBTRUST 1100 SE FRONTAGE RD WHITE ERIC S. CW SUBTRUST 1100 SE FRONTAGE RD 12" W 12" W 12" W 12" W 12" W W W W W W W G G G G G CTV CTV CTV CTV CTV X CTV CTV SS SS SS SS SS SS SS OHU S H2O H2O H2O H2O H2O H2O WV WV W S C M M CABLE W W W / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / 8" W 8" W 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS G G G G G G G G G G G G G G G G G E E E E E E E E E E E E E E E 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS G S S 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W G G E E E 6" W 6" W 6" W 12" W 12" W 12" W 12" W SSMH A1 STA 11+14.26 N: 123720.73 E: 218475.20 / / / / / / / / 8" W 8" W 8" W 8" W 8" W G G G G G G G G G G G E E E E E E E E E E E 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS SSMH A4 STA 18+53.62 N: 124457.52 E: 218487.28 SSMH A5 STA 21+75.01 N: 124778.90 E: 218487.28 321.39 LF 8" PVC @ 0.50% 7.5' SIDEWALK 12.25' SIDEWALK 7.5' SIDEWALK 20' BOXELDER SANITARY EASEMENT 26' EMERGENCY ACCESS EASEMENT 4895 4900 4905 4910 4915 4920 4925 4930 4935 4895 4900 4905 4910 4915 4920 4925 4930 4935 22+50 22+00 21+00 20+00 19+00 18+00 17+50 321.39 LF 8" PVC @ 0.50% SSMH A4 STA 18+53.62 RIM 4919.7± INV. IN 4904.97 (N) INV. OUT 4904.77 (S) SSMH A5 STA 21+75.01 RIM 4919.6± INV. OUT 4906.58 (S) EXISTING GROUND PROPOSED GROUND KEYMAP P P W W W W W W 8" W 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS G G G G G E E E E E 8" SS 8" SS G S W S 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W F F W G G G G G G G G G G G G G E E E E E E E E E E E E E 6" W 6" W SSMH A2 STA 10+00.00 N: 124020.52 E: 218475.27 SSMH A2-1 STA 13+98.08 N: 124020.62 E: 218077.18 SSMH A2-2 STA 14+62.76 N: 124040.09 E: 218015.51 398.08 LF 8" PVC @ 0.50% 64.67 LF 8" PVC @ 0.50% 28' BOXELDER SANITARY EASEMENT EXISTING 40' CITY OF GREELEY WATER EASEMENT EXISTING 60" WATERLINE EXISTING 12' GRAVEL (CITY OF GREELEY) ROAD TO REMAIN 26' EMERGENCY ACCESS EASEMENT 30' ELCO WATER EASEMENT 4890 4895 4900 4905 4910 4915 4920 4925 4930 4890 4895 4900 4905 4910 4915 4920 4925 4930 21+50 21+00 20+00 19+00 18+00 17+50 SSMH A2-4 STA 21+04.49 RIM 4914.5± INV. OUT 4908.50 (SE) 244.12 LF 8" PVC @ 0.50% SSMH A2-3 STA 18+60.37 RIM 4914.4± INV. IN 4907.28 (NW) INV. OUT 4907.08 (SE) EXISTING GROUND H2O W W W W W W W W W W 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 12" W SSMH A2-4 STA 21+04.49 N: 124408.44 E: 217490.02 SSMH A2-3 STA 18+60.37 N: 124268.31 E: 217689.92 244.12 LF 8" PVC @ 0.50% 20' BOXELDER SANITARY EASEMENT EXISTING 60" WATERLINE (CITY OF GREELEY) KEYMAP P P 4895 4900 4905 4910 4915 4920 4925 4930 4935 4895 4900 4905 4910 4915 4920 4925 4930 4935 16+50 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50 EXISTING SSMH B STA ??? RIM 4919.2± INV. IN 4904.33 (E) INV. IN 4905.33 (N) INV. OUT 4904.16 (W) 100.08 LF 6" PVC @ 1.00% 100.00 LF 6" PVC @ 1.00% 100.00 LF 6" PVC @ 1.00% SSCO B1 STA 11+00.08 RIM 4913.0± INV. IN 4906.41 (N) INV. OUT 4906.33 (S) SSCO B2 STA 12+00.08 RIM 4913.9± INV. IN 4907.41 (N) INV. OUT 4907.41 (S) 94.22 LF 6" PVC @ 1.00% 100.00 LF 6" PVC @ 1.00% 100.00 LF 6" PVC @ 1.00% SSCO B3 STA ??? RIM 4914.9± INV. IN 4908.41 (N) INV. OUT 4908.41 (S) SSCO B4 STA 14+00.08 RIM 4919.1± INV. IN 4909.41 (N) INV. OUT 4909.41 (S) SSCO B6 STA 15+94.29 RIM 4920.3± INV. OUT 4911.35 (S) SSCO B5 STA 15+00.08 RIM 4919.6± INV. IN 4910.41 (N) INV. OUT 4910.41 (S) / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / G 1 2 3 4 5 4 3 2 1 0 G G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 / / / / / / / / / / / / / / / / SCHMIDTKE GREGG S 4607 KITCHELL WAY WHITE ERIC S. CW SUBTRUST 1100 SE FRONTAGE RD WHITE ERIC S. CW SUBTRUST 1100 SE FRONTAGE RD WHITE ERIC S. CW SUBTRUST 1100 SE FRONTAGE RD PROSPECT ROAD W X X W W W W W W W W / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / TIMNATH RESERVOIR INLET CANAL FUTURE CARRIAGE PARKWAY PROPOSED 36" STORM DRAIN & EQUALIZER PIPE 2' CONCRETE PAN PROPOSED INLETS PROPOSED STORM DRAIN PROPOSED STORM DRAIN PROPOSED STORM DRAIN PROPOSED STORM DRAIN PROPOSED CULVERT DETENTION POND PROPOSED INLET PROPOSED / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / G 1 2 3 4 5 4 3 2 1 0 G 2 1 3 G 1 0 2 0 3 0 4 0 5 0 4 0 0 0 0 G 0 0 0 0 0 0 0 0 / / / / / / / / / / / / / / / / SCHMIDTKE GREGG S 4607 KITCHELL WAY KUHN JO LYNN TRUST 4615 KITCHELL WAY CAPE RICHARD W II 4711 KITCHELL WAY BENDER EDWARD L 4817 KITCHELL WAY LAINE STEPHEN M/KRISTINE S 4823 KITCHELL WAY PETTINE STEFAN M 4921 KITCHELL WAY EKBLAD LARRY R/LINDA M 4701 E PROSPECT RD NICHOLS LIVING TRUST 1601 MEADOWAIRE DR EKBLAD LARRY R/LINDA M 4725 E PROSPECT RD SPLITTGERBER RICHARD P/MEREDITH JEAN 1600 MEADOWAIRE DR RYAN JEFFREY L/SYBIL A 1601 CARRIAGE RD PROSPECT ROAD 30' BOXELDER SANITATION DISTRICT UTILITY EASEMENT X MH X X X X X X X X 30' BOXELDER SANITATION DISTRICT UTILITY EASEMENT 20' UTILITY EASEMENT PER KITCHELL SUBDIVISION REC. NO. 90016150 TIMNATH RESERVOIR INLET CANAL PROPOSED 2' CONCRETE PAN PROPOSED 2' CONCRETE PAN PROPOSED 54" / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / PETTINE STEFAN M 4921 KITCHELL WAY COCHRAN BRAD M/SANDRA J 1225 S COUNTY ROAD 5 RYAN JEFFREY L/SYBIL A 1601 CARRIAGE RD KNIEVEL JANET A 5001 E PROSPECT RD LACY KEITH W JR 1601 S COUNTY ROAD 5 TRACT C WHITE ERIC S. CW SUBTRUST 1100 SE FRONTAGE RD WHITE ERIC S. CW SUBTRUST 1100 SE FRONTAGE RD W TIMNATH RESERVOIR INLET CANAL 26' - 26' - 0.3% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 12' SIDEWALK 8.25' SIDEWALK PROPOSED VERTICAL CURB & GUTTER 30' ELCO WATER EASTMENT 26' EMERGENCY ACCESS EASEMENT 20' BOXELDER SANITARY EASEMENT 26' EMERGENCY ACCESS EASEMENT FUTURE CARRIAGE PARKWAY 21.36 (17.87) PROPOSED CULVERT 2.0% 2.0% 0.5% DESCRIPTION DATE E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com A of 48 SHEET INFORMATION PROJECT INFORMATION PROJECT PHASE SEAL ARCHITECT ISSUE DATE: PROJECT #: CONSULTANT T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 5 4 3 2 1 G G 1 2 3 4 0 G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 / / / / / / / / / / / / / / / / / / / / / / / / SCHMIDTKE GREGG S WHITE ERIC S. 4607 KITCHELL WAY CW SUBTRUST 1100 SE FRONTAGE RD W EXISTING 20' UTILITY EASEMENT 26' - 54.1' - 41' - 24' - 25' EOP- 26' - 26' - 3.0% 1.4% 0.5% 2.0% 1.1% 2.5% 3.4% 0.5% 0.3% 0.5% 0.5% 0.5% 0.5% 0.5% 0.6% 0.6% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% / / / / / / / / / / / / / / / / / / / / / / / / KUHN JO LYNN TRUST 4615 KITCHELL WAY CAPE RICHARD W II 4711 KITCHELL WAY EXISTING 20' UTILITY EASEMENT EXISTING 20' UTILITY EASEMENT 25' EOP- 26' - 1.7% 4.2% 2.0% 2.6% 3.8% 4.5% 5.6% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 1.2% 8' SIDEWALK 10' SIDEWALK 8' SIDEWALK 12' SIDEWALK PROPOSED VERTICAL CURB & GUTTER PROPOSED VERTICAL CURB & GUTTER 20'' UTILITY EASEMENT PER KITCHELL SUBDIVISION REC. NO. 90016150 26' EMERGENCY ACCESS EASEMENT 30' ELCO WATER EASEMENT 26' EMERGENCY ACCESS EASEMENT 30' ELCO WATER EASEMENT 24' EMERGENCY ACCESS EASEMENT 30' ELCO WATER EASEMENT 24' EMERGENCY ACCESS EASEMENT 8' SIDEWALK PROPOSED 2' PROPOSED 2' CONCRETE PAN SIDEWALK CHASE PROPOSED 2' CONCRETE PAN PROPOSED 2' SIDEWALK CHASE PROPOSED STORM DRAIN G 1 2 3 4 5 4 3 2 1 0 G G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 BENDER EDWARD L 4817 KITCHELL WAY LAINE STEPHEN M/KRISTINE S 4823 KITCHELL WAY PETTINE STEFAN M 4921 KITCHELL WAY X X X X X X X X X X X X X X X X X X X EXISTING 20' UTILITY EASEMENT EXISTING 20' UTILITY EASEMENT 26' - 2.0% 1.1% 2.0% 1.0% 1.7% 0.5% 1.5% 1.0% 1.5% 1.5% 2.5% 4.1% 0.5% 0.5% 1.6% 3.8% 0.5% 0.5% 0.5% 0.5% 0.3% 0.4% 0.6% 12' SIDEWALK 12' SIDEWALK 12' SIDEWALK PROPOSED VERTICAL CURB & GUTTER 26' EMERGENCY ACCESS EASEMENT 8' SIDEWALK PROPOSED STORM DRAIN PROPOSED STORM DRAIN PROPOSED STORM DRAIN PROPOSED STORM DRAIN PROPOSED STORM DRAIN / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / COCHRAN BRAD M/SANDRA J 1225 S COUNTY ROAD 5 E C.O. SD SD SD SD SD SD SD SD SD SD SD SD SD E E E E E E E E E E E E E E E E E E / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / W W X X X X X X M E M M W W W W W W W W W W W W W W W W W W / / / / / / / / 30' - 18' - 26' - 40'' CITY OF GREELEY WATER EASEMENT REC. NO. 2006-0079451 50'' STRIP OF LAND DESCRIBED IN WARRANTY DEED, BOOK 531, PAGE 759 115'' ROW TIMNATH RESERVOIR INLET CANAL 26' - 1.0% 1.0% 2.1% 2.1% 3.0% 1.4% 1.0% 0.5% 0.5% 0.5% 2.0% 0.5% 0.5% PROPOSED ROLL OVER CURB & GUTTER PROPOSED VERTICAL / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / EKBLAD LARRY R/LINDA M 4701 E PROSPECT RD EKBLAD LARRY R/LINDA M 4725 E PROSPECT RD CTV CTV MM M 30'' BOXELDER SANITATION DISTRICT UTILITY EASEMENT 107'' ROW 24' - 1.1% 1.1% 1.1% 1.1% 2.0% 2.6% 0.4% 3.8% 0.5% 0.5% 1.0% 1.0% 1.0% 0.5% 1.0% 1.0% 1.0% 0.5% PROPOSED VERTICAL CURB & GUTTER PROPOSED VERTICAL CURB & GUTTER PROPOSED VERTICAL CURB & GUTTER PROPOSED VERTICAL CURB & GUTTER PROPOSED VERTICAL CURB & GUTTER 10' SIDEWALK 9.5' SIDEWALK 9.5' SIDEWALK 8' SIDEWALK 8' SIDEWALK PROSPECT ROAD EXISTING STORM DRAIN EXISTING STORM DRAIN 8' SIDEWALK 8' SIDEWALK 30'' BOXELDER SANITARY EASEMENT 24' EMERGENCY / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / NICHOLS LIVING TRUST 1601 MEADOWAIRE DR SPLITTGERBER RICHARD P/MEREDITH JEAN 1600 MEADOWAIRE DR RYAN JEFFREY L/SYBIL A 1601 CARRIAGE RD X X X X X W M MH 115'' ROW 115'' ROW 30'' BOXELDER SANITATION DISTRICT 30' UTILITY EASEMENT - 18' - 52' - 5.5% 1.7% 1.3% 0.9% 1.5% 1.5% 3.8% 0.5% 0.6% 0.5% 0.5% 1.0% 0.5% DETENTION POND PROPOSED VERTICAL CURB & GUTTER PROPOSED VERTICAL CURB & GUTTER PROPOSED VERTICAL CURB & GUTTER 8' SIDEWALK 8' SIDEWALK 12' SIDEWALK 8' SIDEWALK PROSPECT ROAD EXISTING STORM DRAIN EXISTING STORM DRAIN 24' EMERGENCY ACCESS EASTMENT 64' EMERGENCY / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / KNIEVEL JANET A 5001 E PROSPECT RD LACY KEITH W JR 1601 S COUNTY ROAD 5 X X X X X X X TELE E E E E E E E E E E G 1 2 3 4 5 4 3 2 1 0 G G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 / / / / / / / / / / / / / / / / SCHMIDTKE GREGG S 4607 KITCHELL WAY WHITE ERIC S. CW SUBTRUST 1100 SE FRONTAGE RD WHITE ERIC S. CW SUBTRUST 1100 SE FRONTAGE RD WHITE ERIC S. CW SUBTRUST 1100 SE FRONTAGE RD / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / 115' ROW PROSPECT ROAD W X X E W W W W W W W W / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / S S S S S DESCRIPTION DATE E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com A of 48 SHEET INFORMATION PROJECT INFORMATION PROJECT PHASE SEAL ARCHITECT ISSUE DATE: PROJECT #: CONSULTANT T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com ARCHITECTS G 1 2 3 4 5 4 3 2 1 0 G G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 / / / / / / / / / / / / / / / / 30' BOXELDER SANITATION DISTRICT UTILITY EASEMENT 20' UTILITY EASEMENT PER KITCHELL SUBDIVISION REC. NO. 90016150 30' BOXELDER SANITATION DISTRICT UTILITY EASEMENT W MH X X X X X X X X S S DESCRIPTION DATE E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com A of 48 SHEET INFORMATION PROJECT INFORMATION PROJECT PHASE SEAL ARCHITECT ISSUE DATE: PROJECT #: CONSULTANT T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com ARCHITECTS REVISIONS: 100-024 POUDRE SCHOOL DISTRICT DESIGN DEVELOPMENT - 10/09/19 PROSPECT ROAD & MAIN STREET FORT COLLINS, CO B C D 5 4 3 2 1 Not For Construction PSD MIDDLE SCHOOL HIGH SCHOOL # 2 KEYMAP P PETTINE STEFAN M 4921 KITCHELL WAY COCHRAN BRAD M/SANDRA J 1225 S COUNTY ROAD 5 RYAN JEFFREY L/SYBIL A 1601 CARRIAGE RD KNIEVEL JANET A 5001 E PROSPECT RD LACY KEITH W JR 1601 S COUNTY ROAD 5 MAIN STREET 20' UTILITY EASEMENT PER KITCHELL SUBDIVISION REC. NO. 90016150 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH S W W S S S S S S W W W W S S S S W W W W W W W S S S S S S S S S S S S S S S S S S S S S S S S S S S W W W W W W W W W W W W W W W W W W W W W W W W W W W W S S S S S S S S S W M H MH MH MH MH MH MH MH MH MH MH W W W W W MH G 1 2 3 4 5 4 3 2 1 0 G G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 G 1 2 3 4 5 4 3 2 1 0 G G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 / / / / / / / / 30' BOXELDER SANITATION DISTRICT UTILITY EASEMENT / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / X X X X P P EO EO EO EO EO EO EO EO EO EO EO EO ET ET EP EP EP ET EV EV ET ET LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP TPED TPED TPED TPED D / / / / / / / / / / / / / / / / X X X X F E S F E S F E S F MH .O. C.O. VAULT F.O. VAULT F.O. CONTROL IRR TELE TELE F.O. F.O. F.O. CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR F.O. F.O. F.O. F.O. F.O. F.O. F.O. F.O. F.O. MH T F.O. CONTROL IRR VAULT F.O. VAULT F.O. T O. F.O. T T X X X X OHE OHE OHE OHE OHE OHE / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / OHE OHE OHE W W W W W W W MH / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / X X X X X X X X X X X X T R4 SB2 SB5 SB5A SB15 W W 1 2 3 4 5 6 7 8 9 12 11 10 OS1 3 10 11 12 SB5 SB5A SB15 R3 R2 R1 R3 R2 R1 1 2 6 7 8 9 4 5 OS1 PROSPECT ROAD MAIN STREET PROSPECT ROAD MAIN STREET PROPOSED STORM DRAIN PROPOSED PROPOSED STORM DRAIN STORM DRAIN DESCRIPTION DATE E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com A of 48 SHEET INFORMATION PROJECT INFORMATION PROJECT PHASE SEAL ARCHITECT ISSUE DATE: PROJECT #: CONSULTANT T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com ARCHITECTS REVISIONS: 100-024 POUDRE SCHOOL DISTRICT DESIGN DEVELOPMENT - 10/09/19 PROSPECT ROAD & MAIN STREET FORT COLLINS, CO B C D 5 4 3 2 1 Not For Construction PSD MIDDLE SCHOOL HIGH SCHOOL # 2 KEYMAP P P C.O. / / / / / / / / / / / / / / / / / / / / / / / / 5 4 3 2 1 G 4 0 G 1 2 3 G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 G 1 2 3 4 5 4 3 2 1 0 G G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / PROSPECT RD MAIN STREET TRIC ( IN FEET ) 0 1 INCH = 200 FEET 200 200 400 600 DRAINAGE EXHIBIT C600 LEGEND: ST ST ST PROPOSED EASEMENT EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPERTY BOUNDARY PROPOSED CURB AND GUTTER PROPOSED SWALE EXISTING CONTOUR PROPOSED CONTOUR PROPOSED STORM INLET PROPOSED STORM SEWER EXISTING STORM SEWER PROPOSED RIGHT OF WAY A DRAINAGE BASIN LABEL DRAINAGE BASIN BOUNDARY B2 1.45 ac DESIGN POINT FLOW ARROWS 1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2. REFER TO THE "PRELIMNARY DRAINAGE REPORT FOR PSD MIDDLE SCHOOL HIGH SCHOOL #2 DATED OCTOBER 9, 2019" BY NORTHERN ENGINEERING FOR ADDITIONAL INFORMATION. 3. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. NOTES: BASIN DESIGNATION BASIN AREA (AC) PROPOSED SWALE 1 1 FOR DRAINAGE REVIEW ONLY NOT FOR CONSTRUCTION DRAINAGE SUMMARY TABLE DESIGN POINT BASIN ID TOTAL AREA (acres) C2 C100 2-yr Tc (min) 100-yr Tc (min) Q2 (cfs) Q100 (cfs) 1 1 6.96 0.55 0.69 14.9 14.9 7.3 31.7 2 2 6.05 0.43 0.53 10.7 10.7 5.6 24.3 3 3 10.01 0.67 0.84 14.0 14.0 12.9 56.2 4 4 9.80 0.51 0.64 13.5 13.5 9.7 42.5 5 5 4.22 0.43 0.53 14.4 14.4 3.4 15.0 6 6 9.15 0.36 0.45 10.6 10.6 7.2 31.4 7 7 5.92 0.40 0.51 10.5 10.5 5.3 23.1 8 8 2.59 0.45 0.57 11.9 11.9 2.5 10.7 9 9 3.47 0.33 0.42 12.7 12.7 2.3 10.2 10 10 8.35 0.64 0.80 9.0 9.0 12.6 55.0 11 11 5.89 0.80 1.00 10.3 10.3 10.4 45.2 12 12 13.70 0.29 0.36 10.8 10.8 8.5 37.0 R1 R1 4.03 0.45 0.56 9.8 9.8 4.0 17.7 R2 R2 2.57 0.49 0.61 9.6 9.6 2.8 12.3 R3 R3 2.13 0.48 0.60 9.4 9.4 2.4 10.3 OS1 OS1 13.80 0.78 0.98 15.3 15.3 20.2 88.0 NORTH CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R / / / / / / / / / / / / / / / / 115' ROW PROSPECT ROAD X X X X X X MH C.O. TELE MH OHE X X X S DESCRIPTION DATE E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com A of 48 SHEET INFORMATION PROJECT INFORMATION PROJECT PHASE SEAL ARCHITECT ISSUE DATE: PROJECT #: CONSULTANT T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com ARCHITECTS REVISIONS: 100-024 POUDRE SCHOOL DISTRICT DESIGN DEVELOPMENT - 10/09/19 PROSPECT ROAD & MAIN STREET FORT COLLINS, CO B C D 5 4 3 2 1 Not For Construction PSD MIDDLE SCHOOL HIGH SCHOOL # 2 KEYMAP P P C.O. 5 4 3 2 1 G G 3 4 0 1 2 G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 G 1 2 3 4 5 4 3 2 1 0 G G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 / / / / / / / / / / / / / / / / / / / / / / / / PROSPECT RD MAIN STREET TRIC MATCHLINE-SEE SHEET C501 C500 C501 C502 EROSION CONTROL PLAN C502 1. IT SHOULD BE NOTED THAT ANY EROSION CONTROL PLAN SERVES ONLY AS A GUIDELINE TO THE CONTRACTOR. STAGING AND/OR PHASING OF BEST MANAGEMENT PRACTICES (BMPs) IS EXPECTED. ADDITIONAL AND/OR DIFFERENT BMPs FROM THOSE ORIGINALLY DEPICTED MAY BE NECESSARY DURING CONSTRUCTION DUE TO CHANGING SITE CONDITIONS OR AS REQUIRED BY LOCAL AUTHORITIES. 2. THIS EROSION CONTROL PLAN IS SCHEMATIC IN NATURE. AS SUCH, GRAPHICAL SYMBOLS MAY NOT BE TO SCALE, NOR ARE THEY NECESSARILY SHOWN IN THEIR EXACT LOCATION. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING (CITY, STATE DISCHARGE PERMIT, ETC.) AND COMPLIANCE WITH GOVERNING AUTHORITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR (OR PERMIT HOLDER) TO ENSURE EROSION CONTROL MEASURES ARE PROPERLY MAINTAINED AND FOLLOWED. 4. CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION CONTROL MEASURES ACCORDING THE THE CONSTRUCTION SEQUENCING AND LEVEL OF SITE STABILIZATION. 5. CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR ALL STORM DRAINS, SWALES, PONDS AND RAIN GARDENS UNTIL SITE IS FULLY STABILIZED. 6. CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR DOWNSPOUT CONNECTIONS, TO THE STORM DRAIN SYSTEM, UNTIL CONNECTION IS ESTABLISHED WITH DOWNSPOUT. 7. INLET PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN WATTLES FOR BARE SOIL OR GRAVEL SOCKS FOR PAVEMENT, ETC.) 8. CONTRACTOR IS RESPONSIBLE FOR STABILIZING ALL SLOPES, PARTICULARLY THOSE STEEPER THAN 6:1. CRIMP MULCHING, HYDRO MULCHING, EROSION MATS, TEMPORARY IRRIGATION, AND ADDITIONAL WATTLES OR SILT FENCING MAY BE NECESSARY TO ESTABLISH VEGETATIVE COVER AND STABILIZE THE SLOPE. 9. CONTRACTOR IS RESPONSIBLE FOR PREVENTING SEDIMENT FROM UNSTABILIZED LANDSCAPE AREAS FROM MIGRATING ONTO AND ENTERING THE PERMEABLE PAVER SYSTEMS UNTIL UPGRADIENT TRIBUTARY AREAS ARE FULLY STABILIZED. 10. ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES, MAY BE NECESSARY TO ENSURE THAT EACH BUILDING PAD IS STABILIZED THROUGHOUT CONSTRUCTION. AT NO TIME SHALL SEDIMENT BE ALLOWED TO CROSS THE PUBLIC SIDEWALKS. 11. CONTRACTOR SHALL IMPLEMENT APPROPRIATE PERIMETER PROTECTION FOR AREAS DIRECTING DRAINAGE OFFSITE. PERIMETER PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN SEDIMENT CONTROL LOGS OR SILT FENCE FOR BARE SOIL, SAND BAGS OR GRAVEL SOCKS FOR PAVEMENT, ETC.) 12. FUELING FACILITIES SHALL BE LOCATED AT LEAST ONE HUNDRED (100) FEET FROM NATURAL BODY OF WATER, WETLAND, NATURAL DRAINAGE WAY OR MANMADE DRAINAGE WAY. THE FUEL TANKS AND FUELING AREA MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW A FUEL SPILL TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. 13. CONSTRUCTION WASTE STORAGE (DUMPSTERS) AND PORTABLE SANITATION UNITS (CONSTRUCTION TOILETS) SHALL BE LOCATED AT LEAST FIFTY (50) FEET FROM ANY STORMWATER INLET, WETLAND, OR DRAINAGE WAY. SAID FACILITIES MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW POLLUTANTS TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. DUMPSTERS SHALL BE LOCATED ON FLAT, STABLE GROUND, AND CONSTRUCTION TOILETS SHALL BE STAKED DOWN. 14. THE CONTRACTOR AND ALL SUBCONTRACTORS WILL COOPERATE WITH THE CITY'S CONSTRUCTION INSPECTORS BY CEASING OPERATIONS WHEN WINDS ARE OF SUFFICIENT VELOCITY TO CREATE BLOWING DUST WHICH, IN THE INSPECTOR'S OPINION, IS HAZARDOUS TO THE PUBLIC HEALTH AND WELFARE. 15. WHERE SEASONAL CONSTRAINTS (E.G., DURING SUMMER AND WINTER MONTHS) INHIBIT PERMANENT SEEDING OPERATIONS, DISTURBED AREAS WILL BE TREATED WITH MULCH AND MULCH TACKIFIER OR OTHER MATERIALS APPROVED BY EROSION CONTROL STAFF TO PREVENT EROSION. 16. SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON PLANTING, REVEGETATION, HARDSCAPE AND OTHER PERMANENT SITE STABILIZATION METHODS. EROSION CONTROL NOTES: NOTE: ALL BMPS SHOWN ON THIS PLAN ARE GRAPHIC REPRESENTATIONS ONLY. FINAL DETERMINATION OF SIZE AND LOCATION SHALL BE DETERMINED BY THE CONTRACTOR AND DOCUMENTED ON THE DYNAMIC SITE PLAN. TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION CONSTRUCTION PHASE MOBILIZATION DEMOLITION GRADING BEST MANAGEMENT PRACTICES (BMPS) STRUCTURAL "INSTALLATION" Construction & Silt Fence Barriers * Flow Barriers (Wattles) * Inlet Filter Bags * Rip Rap Vegetative Temporary Seeding Planting Mulching / Sealant Permanent Seeding Planting Sod Installation Rolled Products : Netting / Blankets / Mats Contour Furrows (Ripping / Disking) Sediment Basin Rock Bags * UTILITIES INSTALLATION FLAT WORK INSTALLATION VERTICAL INSTALLATION LANDSCAPE DEMOBILIZATION Vehicle Tracking Pad * * All Temporary BMPs to be Removed once Construction is Complete Other: Any prior inlets that could use protecting Any prior inlets that could use protecting Anytime the site will sit dormant longer than 30 Days Anytime the site will sit dormant longer than 30 Days Anytime the site will sit dormant longer than 30 Days Under slope stabilization rolled products. Reseeding may be required. LEGEND: PROPOSED CONTOUR PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED INLET PROPOSED UNDERDRAIN UD WATTLE DIKE INLET PROTECTION IP VEHICLE TRACKING CONTROL PAD VTC SILT FENCE SF SF ROCK SOCK RS RIP RAP RR 1. CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP MULCHING OR SIMILAR METHODS. CONTRACTOR TO USE CDOT STRAW MULCH SPECS UNLESS OTHERWISE DIRECTED. 2. SWMP ADMINISTRATOR: Contact ________________________________ Company ________________________________ Address ________________________________ Phone ________________________________ 3. CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE WASHOUT AREA IF ACCESS IS OFF PAVEMENT. 4. ALL DISTURBED SOILS SHALL BE RESEEDED WITH A COVER CROP UPON COMPLETION OF THE INFRASTRUCTURE IMPROVEMENTS. THE RECOMMENDED SPECIES AND APPLICATION RATES OF PURE LIVE SEED FOR COVER CROPS ARE AS FOLLOWS: GREAT BASIN WILRYE 3LBS/ACRE GREEN NEEDLEGRASS2LBS/ACRE INDIAN RICEGRASS 1LBS/ACRE SLENDER WHEATGRASS 2LBS/ACRE THICKSPIKE WHEATGRASS 3LBS/ACRE WESTERN WHEATGRASS 4LBS/ACRE TRITICALE 10LBS/ACRE WINTER WHEAT 5LBS/ACRE 5. REFER TO THE PRELIMNARY DRAINAGE REPORT FOR PSD MIDDLE SCHOOL HIGH SCHOOL #2 DATED OCTOBER 9, 2019 FOR ADDITIONAL INFORMATION. GENERAL NOTES: WD TRAFFIC CONTROL BARRICADE TCB CONCRETE WASH AREA CWA OUTLET PROTECTION OP CONSTRUCTION FENCE CF CF CF LIMITS OF DISTURBANCE LOD MULCH MU CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R NORTH P C.O. 5 4 3 2 1 G G 3 4 0 1 2 G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 G 1 2 3 4 5 4 3 2 1 0 G G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 / / / / / / / / / / / / / / / / / / / / / / / / PROSPECT RD MAIN STREET TRIC MATCHLINE-SEE SHEET C502 MATCHLINE-SEE SHEET C500 C500 C501 C502 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R ( IN FEET ) 0 1 INCH = 80 FEET 80 80 160 240 EROSION CONTROL PLAN C501 1. IT SHOULD BE NOTED THAT ANY EROSION CONTROL PLAN SERVES ONLY AS A GUIDELINE TO THE CONTRACTOR. STAGING AND/OR PHASING OF BEST MANAGEMENT PRACTICES (BMPs) IS EXPECTED. ADDITIONAL AND/OR DIFFERENT BMPs FROM THOSE ORIGINALLY DEPICTED MAY BE NECESSARY DURING CONSTRUCTION DUE TO CHANGING SITE CONDITIONS OR AS REQUIRED BY LOCAL AUTHORITIES. 2. THIS EROSION CONTROL PLAN IS SCHEMATIC IN NATURE. AS SUCH, GRAPHICAL SYMBOLS MAY NOT BE TO SCALE, NOR ARE THEY NECESSARILY SHOWN IN THEIR EXACT LOCATION. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING (CITY, STATE DISCHARGE PERMIT, ETC.) AND COMPLIANCE WITH GOVERNING AUTHORITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR (OR PERMIT HOLDER) TO ENSURE EROSION CONTROL MEASURES ARE PROPERLY MAINTAINED AND FOLLOWED. 4. CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION CONTROL MEASURES ACCORDING THE THE CONSTRUCTION SEQUENCING AND LEVEL OF SITE STABILIZATION. 5. CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR ALL STORM DRAINS, SWALES, PONDS AND RAIN GARDENS UNTIL SITE IS FULLY STABILIZED. 6. CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR DOWNSPOUT CONNECTIONS, TO THE STORM DRAIN SYSTEM, UNTIL CONNECTION IS ESTABLISHED WITH DOWNSPOUT. 7. INLET PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN WATTLES FOR BARE SOIL OR GRAVEL SOCKS FOR PAVEMENT, ETC.) 8. CONTRACTOR IS RESPONSIBLE FOR STABILIZING ALL SLOPES, PARTICULARLY THOSE STEEPER THAN 6:1. CRIMP MULCHING, HYDRO MULCHING, EROSION MATS, TEMPORARY IRRIGATION, AND ADDITIONAL WATTLES OR SILT FENCING MAY BE NECESSARY TO ESTABLISH VEGETATIVE COVER AND STABILIZE THE SLOPE. 9. CONTRACTOR IS RESPONSIBLE FOR PREVENTING SEDIMENT FROM UNSTABILIZED LANDSCAPE AREAS FROM MIGRATING ONTO AND ENTERING THE PERMEABLE PAVER SYSTEMS UNTIL UPGRADIENT TRIBUTARY AREAS ARE FULLY STABILIZED. 10. ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES, MAY BE NECESSARY TO ENSURE THAT EACH BUILDING PAD IS STABILIZED THROUGHOUT CONSTRUCTION. AT NO TIME SHALL SEDIMENT BE ALLOWED TO CROSS THE PUBLIC SIDEWALKS. 11. CONTRACTOR SHALL IMPLEMENT APPROPRIATE PERIMETER PROTECTION FOR AREAS DIRECTING DRAINAGE OFFSITE. PERIMETER PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN SEDIMENT CONTROL LOGS OR SILT FENCE FOR BARE SOIL, SAND BAGS OR GRAVEL SOCKS FOR PAVEMENT, ETC.) 12. FUELING FACILITIES SHALL BE LOCATED AT LEAST ONE HUNDRED (100) FEET FROM NATURAL BODY OF WATER, WETLAND, NATURAL DRAINAGE WAY OR MANMADE DRAINAGE WAY. THE FUEL TANKS AND FUELING AREA MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW A FUEL SPILL TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. 13. CONSTRUCTION WASTE STORAGE (DUMPSTERS) AND PORTABLE SANITATION UNITS (CONSTRUCTION TOILETS) SHALL BE LOCATED AT LEAST FIFTY (50) FEET FROM ANY STORMWATER INLET, WETLAND, OR DRAINAGE WAY. SAID FACILITIES MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW POLLUTANTS TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. DUMPSTERS SHALL BE LOCATED ON FLAT, STABLE GROUND, AND CONSTRUCTION TOILETS SHALL BE STAKED DOWN. 14. THE CONTRACTOR AND ALL SUBCONTRACTORS WILL COOPERATE WITH THE CITY'S CONSTRUCTION INSPECTORS BY CEASING OPERATIONS WHEN WINDS ARE OF SUFFICIENT VELOCITY TO CREATE BLOWING DUST WHICH, IN THE INSPECTOR'S OPINION, IS HAZARDOUS TO THE PUBLIC HEALTH AND WELFARE. 15. WHERE SEASONAL CONSTRAINTS (E.G., DURING SUMMER AND WINTER MONTHS) INHIBIT PERMANENT SEEDING OPERATIONS, DISTURBED AREAS WILL BE TREATED WITH MULCH AND MULCH TACKIFIER OR OTHER MATERIALS APPROVED BY EROSION CONTROL STAFF TO PREVENT EROSION. 16. SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON PLANTING, REVEGETATION, HARDSCAPE AND OTHER PERMANENT SITE STABILIZATION METHODS. EROSION CONTROL NOTES: NOTE: ALL BMPS SHOWN ON THIS PLAN ARE GRAPHIC REPRESENTATIONS ONLY. FINAL DETERMINATION OF SIZE AND LOCATION SHALL BE DETERMINED BY THE CONTRACTOR AND DOCUMENTED ON THE DYNAMIC SITE PLAN. TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION CONSTRUCTION PHASE MOBILIZATION DEMOLITION GRADING BEST MANAGEMENT PRACTICES (BMPS) STRUCTURAL "INSTALLATION" Construction & Silt Fence Barriers * Flow Barriers (Wattles) * Inlet Filter Bags * Rip Rap Vegetative Temporary Seeding Planting Mulching / Sealant Permanent Seeding Planting Sod Installation Rolled Products : Netting / Blankets / Mats Contour Furrows (Ripping / Disking) Sediment Basin Rock Bags * UTILITIES INSTALLATION FLAT WORK INSTALLATION VERTICAL INSTALLATION LANDSCAPE DEMOBILIZATION Vehicle Tracking Pad * * All Temporary BMPs to be Removed once Construction is Complete Other: Any prior inlets that could use protecting Any prior inlets that could use protecting Anytime the site will sit dormant longer than 30 Days Anytime the site will sit dormant longer than 30 Days Anytime the site will sit dormant longer than 30 Days LEGEND: PROPOSED CONTOUR PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED INLET PROPOSED UNDERDRAIN UD WATTLE DIKE INLET PROTECTION IP VEHICLE TRACKING CONTROL PAD VTC SILT FENCE SF SF ROCK SOCK RS RIP RAP RR 1. CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP MULCHING OR SIMILAR METHODS. CONTRACTOR TO USE CDOT STRAW MULCH SPECS UNLESS OTHERWISE DIRECTED. 2. SWMP ADMINISTRATOR: Contact ________________________________ Company ________________________________ Address ________________________________ Phone ________________________________ 3. CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE WASHOUT AREA IF ACCESS IS OFF PAVEMENT. 4. ALL DISTURBED SOILS SHALL BE RESEEDED WITH A COVER CROP UPON COMPLETION OF THE INFRASTRUCTURE IMPROVEMENTS. THE RECOMMENDED SPECIES AND APPLICATION RATES OF PURE LIVE SEED FOR COVER CROPS ARE AS FOLLOWS: GREAT BASIN WILRYE 3LBS/ACRE GREEN NEEDLEGRASS2LBS/ACRE INDIAN RICEGRASS 1LBS/ACRE SLENDER WHEATGRASS 2LBS/ACRE THICKSPIKE WHEATGRASS 3LBS/ACRE WESTERN WHEATGRASS 4LBS/ACRE TRITICALE 10LBS/ACRE WINTER WHEAT 5LBS/ACRE 5. REFER TO THE PRELIMNARY DRAINAGE REPORT FOR PSD MIDDLE SCHOOL HIGH SCHOOL #2 DATED OCTOBER 9, 2019 FOR ADDITIONAL INFORMATION. GENERAL NOTES: WD TRAFFIC CONTROL BARRICADE TCB CONCRETE WASH AREA CWA OUTLET PROTECTION OP CONSTRUCTION FENCE CF CF CF LIMITS OF DISTURBANCE LOD MULCH MU Under slope stabilization rolled products. Reseeding may be required. NORTH REVISIONS: 100-024 POUDRE SCHOOL DISTRICT DESIGN DEVELOPMENT - 10/09/19 PROSPECT ROAD & MAIN STREET FORT COLLINS, CO B C D 5 4 3 2 1 Not For Construction PSD MIDDLE SCHOOL HIGH SCHOOL # 2 KEYMAP P P C.O. 5 4 3 2 1 G G 3 4 0 1 2 G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 G 1 2 3 4 5 4 3 2 1 0 G G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 / / / / / / / / / / / / / / / / / / / / / / / / PROSPECT RD MAIN STREET TRIC MATCHLINE-SEE SHEET C501 C500 C501 C502 ( IN FEET ) 0 1 INCH = 80 FEET 80 80 160 240 EROSION CONTROL PLAN C500 1. IT SHOULD BE NOTED THAT ANY EROSION CONTROL PLAN SERVES ONLY AS A GUIDELINE TO THE CONTRACTOR. STAGING AND/OR PHASING OF BEST MANAGEMENT PRACTICES (BMPs) IS EXPECTED. ADDITIONAL AND/OR DIFFERENT BMPs FROM THOSE ORIGINALLY DEPICTED MAY BE NECESSARY DURING CONSTRUCTION DUE TO CHANGING SITE CONDITIONS OR AS REQUIRED BY LOCAL AUTHORITIES. 2. THIS EROSION CONTROL PLAN IS SCHEMATIC IN NATURE. AS SUCH, GRAPHICAL SYMBOLS MAY NOT BE TO SCALE, NOR ARE THEY NECESSARILY SHOWN IN THEIR EXACT LOCATION. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING (CITY, STATE DISCHARGE PERMIT, ETC.) AND COMPLIANCE WITH GOVERNING AUTHORITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR (OR PERMIT HOLDER) TO ENSURE EROSION CONTROL MEASURES ARE PROPERLY MAINTAINED AND FOLLOWED. 4. CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION CONTROL MEASURES ACCORDING THE THE CONSTRUCTION SEQUENCING AND LEVEL OF SITE STABILIZATION. 5. CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR ALL STORM DRAINS, SWALES, PONDS AND RAIN GARDENS UNTIL SITE IS FULLY STABILIZED. 6. CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR DOWNSPOUT CONNECTIONS, TO THE STORM DRAIN SYSTEM, UNTIL CONNECTION IS ESTABLISHED WITH DOWNSPOUT. 7. INLET PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN WATTLES FOR BARE SOIL OR GRAVEL SOCKS FOR PAVEMENT, ETC.) 8. CONTRACTOR IS RESPONSIBLE FOR STABILIZING ALL SLOPES, PARTICULARLY THOSE STEEPER THAN 6:1. CRIMP MULCHING, HYDRO MULCHING, EROSION MATS, TEMPORARY IRRIGATION, AND ADDITIONAL WATTLES OR SILT FENCING MAY BE NECESSARY TO ESTABLISH VEGETATIVE COVER AND STABILIZE THE SLOPE. 9. CONTRACTOR IS RESPONSIBLE FOR PREVENTING SEDIMENT FROM UNSTABILIZED LANDSCAPE AREAS FROM MIGRATING ONTO AND ENTERING THE PERMEABLE PAVER SYSTEMS UNTIL UPGRADIENT TRIBUTARY AREAS ARE FULLY STABILIZED. 10. ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES, MAY BE NECESSARY TO ENSURE THAT EACH BUILDING PAD IS STABILIZED THROUGHOUT CONSTRUCTION. AT NO TIME SHALL SEDIMENT BE ALLOWED TO CROSS THE PUBLIC SIDEWALKS. 11. CONTRACTOR SHALL IMPLEMENT APPROPRIATE PERIMETER PROTECTION FOR AREAS DIRECTING DRAINAGE OFFSITE. PERIMETER PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN SEDIMENT CONTROL LOGS OR SILT FENCE FOR BARE SOIL, SAND BAGS OR GRAVEL SOCKS FOR PAVEMENT, ETC.) 12. FUELING FACILITIES SHALL BE LOCATED AT LEAST ONE HUNDRED (100) FEET FROM NATURAL BODY OF WATER, WETLAND, NATURAL DRAINAGE WAY OR MANMADE DRAINAGE WAY. THE FUEL TANKS AND FUELING AREA MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW A FUEL SPILL TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. 13. CONSTRUCTION WASTE STORAGE (DUMPSTERS) AND PORTABLE SANITATION UNITS (CONSTRUCTION TOILETS) SHALL BE LOCATED AT LEAST FIFTY (50) FEET FROM ANY STORMWATER INLET, WETLAND, OR DRAINAGE WAY. SAID FACILITIES MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW POLLUTANTS TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. DUMPSTERS SHALL BE LOCATED ON FLAT, STABLE GROUND, AND CONSTRUCTION TOILETS SHALL BE STAKED DOWN. 14. THE CONTRACTOR AND ALL SUBCONTRACTORS WILL COOPERATE WITH THE CITY'S CONSTRUCTION INSPECTORS BY CEASING OPERATIONS WHEN WINDS ARE OF SUFFICIENT VELOCITY TO CREATE BLOWING DUST WHICH, IN THE INSPECTOR'S OPINION, IS HAZARDOUS TO THE PUBLIC HEALTH AND WELFARE. 15. WHERE SEASONAL CONSTRAINTS (E.G., DURING SUMMER AND WINTER MONTHS) INHIBIT PERMANENT SEEDING OPERATIONS, DISTURBED AREAS WILL BE TREATED WITH MULCH AND MULCH TACKIFIER OR OTHER MATERIALS APPROVED BY EROSION CONTROL STAFF TO PREVENT EROSION. 16. SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON PLANTING, REVEGETATION, HARDSCAPE AND OTHER PERMANENT SITE STABILIZATION METHODS. EROSION CONTROL NOTES: NOTE: ALL BMPS SHOWN ON THIS PLAN ARE GRAPHIC REPRESENTATIONS ONLY. FINAL DETERMINATION OF SIZE AND LOCATION SHALL BE DETERMINED BY THE CONTRACTOR AND DOCUMENTED ON THE DYNAMIC SITE PLAN. TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION CONSTRUCTION PHASE MOBILIZATION DEMOLITION GRADING BEST MANAGEMENT PRACTICES (BMPS) STRUCTURAL "INSTALLATION" Construction & Silt Fence Barriers * Flow Barriers (Wattles) * Inlet Filter Bags * Rip Rap Vegetative Temporary Seeding Planting Mulching / Sealant Permanent Seeding Planting Sod Installation Rolled Products : Netting / Blankets / Mats Contour Furrows (Ripping / Disking) Sediment Basin Rock Bags * UTILITIES INSTALLATION FLAT WORK INSTALLATION VERTICAL INSTALLATION LANDSCAPE DEMOBILIZATION Vehicle Tracking Pad * * All Temporary BMPs to be Removed once Construction is Complete Other: Any prior inlets that could use protecting Any prior inlets that could use protecting Anytime the site will sit dormant longer than 30 Days Anytime the site will sit dormant longer than 30 Days Anytime the site will sit dormant longer than 30 Days LEGEND: PROPOSED CONTOUR PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED INLET PROPOSED UNDERDRAIN UD WATTLE DIKE INLET PROTECTION IP VEHICLE TRACKING CONTROL PAD VTC SILT FENCE SF SF ROCK SOCK RS RIP RAP RR 1. CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP MULCHING OR SIMILAR METHODS. CONTRACTOR TO USE CDOT STRAW MULCH SPECS UNLESS OTHERWISE DIRECTED. 2. SWMP ADMINISTRATOR: Contact ________________________________ Company ________________________________ Address ________________________________ Phone ________________________________ 3. CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE WASHOUT AREA IF ACCESS IS OFF PAVEMENT. 4. ALL DISTURBED SOILS SHALL BE RESEEDED WITH A COVER CROP UPON COMPLETION OF THE INFRASTRUCTURE IMPROVEMENTS. THE RECOMMENDED SPECIES AND APPLICATION RATES OF PURE LIVE SEED FOR COVER CROPS ARE AS FOLLOWS: GREAT BASIN WILRYE 3LBS/ACRE GREEN NEEDLEGRASS2LBS/ACRE INDIAN RICEGRASS 1LBS/ACRE SLENDER WHEATGRASS 2LBS/ACRE THICKSPIKE WHEATGRASS 3LBS/ACRE WESTERN WHEATGRASS 4LBS/ACRE TRITICALE 10LBS/ACRE WINTER WHEAT 5LBS/ACRE 5. REFER TO THE PRELIMNARY DRAINAGE REPORT FOR PSD MIDDLE SCHOOL HIGH SCHOOL #2 DATED OCTOBER 9, 2019 FOR ADDITIONAL INFORMATION. GENERAL NOTES: WD TRAFFIC CONTROL BARRICADE TCB CONCRETE WASH AREA CWA OUTLET PROTECTION OP CONSTRUCTION FENCE CF CF CF LIMITS OF DISTURBANCE LOD MULCH MU Under slope stabilization rolled products. Reseeding may be required. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R NORTH E E E E M H X X 140'' ROW 115'' ROW 30' BOXELDER SANITATION DISTRICT UTILITY EASEMENT 1.3% 1.1% 1.0% 1.0% DETENTION POND PROSPECT ROAD MAIN STREET EXISTING STORM DRAIN EXISTING STORM DRAIN 52' EOP-EOP PER OFFSITE ROADWAY IMPROVEMENTS 64' EOP-EOP PER OFFSITE ROADWAY IMPROVEMENTS PROPOSED STORM DRAIN PROPOSED 2' CONCRETE PAN PROPOSED OUTLET PROPOSED STORM DRAIN 11.78 1.0% 1.0% 0.9% 0.5% DESCRIPTION DATE E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com A of 48 SHEET INFORMATION PROJECT INFORMATION PROJECT PHASE SEAL ARCHITECT ISSUE DATE: PROJECT #: CONSULTANT T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com ARCHITECTS REVISIONS: 100-024 POUDRE SCHOOL DISTRICT DESIGN DEVELOPMENT - 10/09/19 PROSPECT ROAD & MAIN STREET FORT COLLINS, CO B C D 5 4 3 2 1 Not For Construction PSD MIDDLE SCHOOL HIGH SCHOOL # 2 KEYMAP P P C.O. 5 4 3 2 1 G G 3 4 0 1 2 G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 G 1 2 3 4 5 4 3 2 1 0 G G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 / / / / / / / / / / / / / / / / / / / / / / / / PROSPECT RD MAIN STREET TRIC MATCHLINE-SEE SHEET C410 ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 C403 C404 C405 C406 C407 C408 C409 C410 C411 MATCHLINE-SEE SHEET C407 GRADING PLAN C411 LEGEND: PROPOSED CONTOUR EXISTING CONTOUR PROPERTY BOUNDARY PROPOSED SPOT ELEVATION 33.43 PROPOSED SLOPES 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 4. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 5. THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING ELEVATIONS OF ALL CURBS AND GUTTERS AT THE POINTS OF CONNECTION SHOWN ON THE PLANS PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS. IF A CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN. 6. ADD 4900-FT TO PROPOSED CONTOURS, SPOT ELEVATIONS, AND FFE LABELS, WHERE TRUNCATED. 7. CONTRACTOR SHALL CONFIRM AND COORDINATE WITH STAMPED ARCHITECTURAL AND LANDSCAPE ARCHITECTURE DRAWINGS FOR ALL STEPS, RAMPS, LANDSCAPING WALLS, SEATWALLS, RAILINGS, AND PLANTERS. 8. CONTRACTOR SHALL CONFIRM AND COORDINATE WITH STAMPED STRUCTURAL DRAWINGS FOR ELEVATIONS AND GRADE CONDITIONS ALONG BUILDING PERIMETER. NOTIFY OWNER, ARCHITECT, AND ENGINEER(S) OF ANY DISCREPANCIES PRIOR TO MOBILIZATION. NOTES: 2.0% (47.45) EXISTING SPOT ELEVATION PROPOSED STORM PROPOSED VERTICAL CURB AND GUTTER PROPOSED SWALE NORTH CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R ACCESS EASTMENT PROPOSED 54" EQUALIZER PIPE PROPOSED STORM DRAIN PROPOSED 2' CONCRETE PAN PROPOSED 2' CONCRETE PAN PROPOSED 2' CONCRETE PAN PROPOSED 42" STORM DRAIN PROPOSED OUTLET CONNECT TO EXISTING STORM DRAIN 17.33 16.89 18.56 19.12 18.80 18.48 12.52 11.99 12.49 13.03 13.19 11.80 14.49 PROPOSED CURB CUT PROPOSED 2' SIDEWALK CHASE 1.4% 2.0% 1.3% 2.0% 0.5% 0.5% DESCRIPTION DATE E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com A of 48 SHEET INFORMATION PROJECT INFORMATION PROJECT PHASE SEAL ARCHITECT ISSUE DATE: PROJECT #: CONSULTANT T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com ARCHITECTS REVISIONS: 100-024 POUDRE SCHOOL DISTRICT DESIGN DEVELOPMENT - 10/09/19 PROSPECT ROAD & MAIN STREET FORT COLLINS, CO B C D 5 4 3 2 1 Not For Construction PSD MIDDLE SCHOOL HIGH SCHOOL # 2 KEYMAP P P C.O. 5 4 3 2 1 G G 3 4 0 1 2 G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 G 1 2 3 4 5 4 3 2 1 0 G G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 / / / / / / / / / / / / / / / / / / / / / / / / PROSPECT RD MAIN STREET TRIC MATCHLINE-SEE SHEET C411 ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 MATCHLINE-SEE SHEET C409 MATCHLINE-SEE SHEET C406 C403 C404 C405 C406 C407 C408 C409 C410 C411 GRADING PLAN C410 LEGEND: PROPOSED CONTOUR EXISTING CONTOUR PROPERTY BOUNDARY PROPOSED SPOT ELEVATION 33.43 PROPOSED SLOPES 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 4. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 5. THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING ELEVATIONS OF ALL CURBS AND GUTTERS AT THE POINTS OF CONNECTION SHOWN ON THE PLANS PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS. IF A CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN. 6. ADD 4900-FT TO PROPOSED CONTOURS, SPOT ELEVATIONS, AND FFE LABELS, WHERE TRUNCATED. 7. CONTRACTOR SHALL CONFIRM AND COORDINATE WITH STAMPED ARCHITECTURAL AND LANDSCAPE ARCHITECTURE DRAWINGS FOR ALL STEPS, RAMPS, LANDSCAPING WALLS, SEATWALLS, RAILINGS, AND PLANTERS. 8. CONTRACTOR SHALL CONFIRM AND COORDINATE WITH STAMPED STRUCTURAL DRAWINGS FOR ELEVATIONS AND GRADE CONDITIONS ALONG BUILDING PERIMETER. NOTIFY OWNER, ARCHITECT, AND ENGINEER(S) OF ANY DISCREPANCIES PRIOR TO MOBILIZATION. NOTES: 2.0% (47.45) EXISTING SPOT ELEVATION PROPOSED STORM PROPOSED VERTICAL CURB AND GUTTER PROPOSED SWALE NORTH CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R 24' EMERGENCY ACCESS EASTMENT ACCESS EASTMENT 30' ELCO WATERLINE EASEMENT 30' ELCO WATER EASEMENT 24' EMERGENCY ACCESS EASEMENT 30' ELCO WATER LINE EASEMENT PROPOSED STORM DRAIN PROPOSED STORM DRAIN PROPOSED 2' CONCRETE PAN PROPOSED 42" EQUALIZER PIPE PROPOSED STORM DRAIN 17.95 17.51 17.95 17.51 17.59 16.89 12.52 11.99 12.49 12.60 12.72 12.15 13.17 13.03 FFE=21.00 PROPOSED CURB CUT PROPOSED CURB CUT PROPOSED CURB CUT PROPOSED CURB CUT PROPOSED CURB CUT PROPOSED CURB CUT 1.0% 0.5% PROPOSED 2' SIDEWALK CHASE 1.0% 1.0% 1.0% 1.0% 2.0% 2.0% 0.5% 2.0% DESCRIPTION DATE E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com A of 48 SHEET INFORMATION PROJECT INFORMATION PROJECT PHASE SEAL ARCHITECT ISSUE DATE: PROJECT #: CONSULTANT T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com ARCHITECTS REVISIONS: 100-024 POUDRE SCHOOL DISTRICT DESIGN DEVELOPMENT - 10/09/19 PROSPECT ROAD & MAIN STREET FORT COLLINS, CO B C D 5 4 3 2 1 Not For Construction PSD MIDDLE SCHOOL HIGH SCHOOL # 2 KEYMAP P P C.O. 5 4 3 2 1 G G 3 4 0 1 2 G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 G 1 2 3 4 5 4 3 2 1 0 G G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 / / / / / / / / / / / / / / / / / / / / / / / / PROSPECT RD MAIN STREET TRIC MATCHLINE-SEE SHEET C410 ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 MATCHLINE-SEE SHEET C408 MATCHLINE-SEE SHEET C405 C403 C404 C405 C406 C407 C408 C409 C410 C411 GRADING PLAN C409 LEGEND: PROPOSED CONTOUR EXISTING CONTOUR PROPERTY BOUNDARY PROPOSED SPOT ELEVATION 33.43 PROPOSED SLOPES 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 4. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 5. THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING ELEVATIONS OF ALL CURBS AND GUTTERS AT THE POINTS OF CONNECTION SHOWN ON THE PLANS PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS. IF A CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN. 6. ADD 4900-FT TO PROPOSED CONTOURS, SPOT ELEVATIONS, AND FFE LABELS, WHERE TRUNCATED. 7. CONTRACTOR SHALL CONFIRM AND COORDINATE WITH STAMPED ARCHITECTURAL AND LANDSCAPE ARCHITECTURE DRAWINGS FOR ALL STEPS, RAMPS, LANDSCAPING WALLS, SEATWALLS, RAILINGS, AND PLANTERS. 8. CONTRACTOR SHALL CONFIRM AND COORDINATE WITH STAMPED STRUCTURAL DRAWINGS FOR ELEVATIONS AND GRADE CONDITIONS ALONG BUILDING PERIMETER. NOTIFY OWNER, ARCHITECT, AND ENGINEER(S) OF ANY DISCREPANCIES PRIOR TO MOBILIZATION. NOTES: 2.0% (47.45) EXISTING SPOT ELEVATION PROPOSED STORM PROPOSED VERTICAL CURB AND GUTTER PROPOSED SWALE NORTH CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R CURB & GUTTER PROPOSED VERTICAL CURB & GUTTER PROPOSED VERTICAL CURB & GUTTER PROPOSED VERTICAL CURB & GUTTER 9.5' SIDEWALK 10.5' SIDEWALK 8' SIDEWALK 8' SIDEWALK 10' SIDEWALK 9.5' SIDEWALK PROSPECT ROAD 50'' STRIP OF LAND DESCRIBED IN WARRANTY DEED, BOOK 531, PAGE 759 20' BOXELDER SANITARY EASEMENT 26' EMERGENCY ACCESS EASEMENT 26' EMERGENCY ACCESS EASEMENT 20' BOXELDER SANITARY EASEMENT 30' BOXELDER SANITARY EASEMENT 20' BOXELDER SANITARY EASEMENT 30' ELCO WATER EASEMENT 30' ELCO WATER EASEMENT 26' EMERGENCY ACCESS EASEMENT PROPOSED 2' CONCRETE PAN PROPOSED 36" STORM DRAIN & EQUALIZER PIPE PROPOSED INLET PROPOSED STORM DRAIN 18.27 18.03 13.77 15.93 FFE=19.48 FFE=20.25 PROPOSED CURB CUT PROPOSED INLET 1.0% 0.8% PROPOSED INLET 19.04 1.0% 0.5% 18.91 19.15 0.5% DESCRIPTION DATE E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com A of 48 SHEET INFORMATION PROJECT INFORMATION PROJECT PHASE SEAL ARCHITECT ISSUE DATE: PROJECT #: CONSULTANT T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com ARCHITECTS REVISIONS: 100-024 POUDRE SCHOOL DISTRICT DESIGN DEVELOPMENT - 10/09/19 PROSPECT ROAD & MAIN STREET FORT COLLINS, CO B C D 5 4 3 2 1 Not For Construction PSD MIDDLE SCHOOL HIGH SCHOOL # 2 KEYMAP P P C.O. 5 4 3 2 1 G G 3 4 0 1 2 G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 G 1 2 3 4 5 4 3 2 1 0 G G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 / / / / / / / / / / / / / / / / / / / / / / / / PROSPECT RD MAIN STREET TRIC MATCHLINE-SEE SHEET C409 ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 MATCHLINE-SEE SHEET C404 C403 C404 C405 C406 C407 C408 C409 C410 C411 GRADING PLAN C408 LEGEND: PROPOSED CONTOUR EXISTING CONTOUR PROPERTY BOUNDARY PROPOSED SPOT ELEVATION 33.43 PROPOSED SLOPES 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 4. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 5. THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING ELEVATIONS OF ALL CURBS AND GUTTERS AT THE POINTS OF CONNECTION SHOWN ON THE PLANS PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS. IF A CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN. 6. ADD 4900-FT TO PROPOSED CONTOURS, SPOT ELEVATIONS, AND FFE LABELS, WHERE TRUNCATED. 7. CONTRACTOR SHALL CONFIRM AND COORDINATE WITH STAMPED ARCHITECTURAL AND LANDSCAPE ARCHITECTURE DRAWINGS FOR ALL STEPS, RAMPS, LANDSCAPING WALLS, SEATWALLS, RAILINGS, AND PLANTERS. 8. CONTRACTOR SHALL CONFIRM AND COORDINATE WITH STAMPED STRUCTURAL DRAWINGS FOR ELEVATIONS AND GRADE CONDITIONS ALONG BUILDING PERIMETER. NOTIFY OWNER, ARCHITECT, AND ENGINEER(S) OF ANY DISCREPANCIES PRIOR TO MOBILIZATION. NOTES: 2.0% (47.45) EXISTING SPOT ELEVATION PROPOSED STORM PROPOSED VERTICAL CURB AND GUTTER PROPOSED SWALE NORTH CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R E E E E E E E X X X X X EXISTING 20' UTILITY EASEMENT EXISTING 20' UTILITY EASEMENT 140'' ROW 30' - 1.9% 1.0% 1.1% 1.0% 2.0% 1.0% 1.5% 1.0% 1.0% 1.0% 0.2% 1.0% 0.0% 12' SIDEWALK 8' SIDEWALK PROPOSED VERTICAL CURB & GUTTER 8' SIDEWALK MAIN STREET 20'' UTILITY EASEMENT PER KITCHELL SUBDIVISION REC. NO. 90016150 52' EOP-EOP PER OFFSITE ROADWAY IMPROVEMENTS 30' EMERGENCY 8' SIDEWALK ACCESS EASEMENT PROPOSED STORM DRAIN PROPOSED STORM DRAIN 20.27 19.76 19.53 FFE=20.32 2.0% 2.0% PROPOSED INLET PROPOSED INLET 0.5% 0.5% DESCRIPTION DATE E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com A of 48 SHEET INFORMATION PROJECT INFORMATION PROJECT PHASE SEAL ARCHITECT ISSUE DATE: PROJECT #: CONSULTANT T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com ARCHITECTS REVISIONS: 100-024 POUDRE SCHOOL DISTRICT DESIGN DEVELOPMENT - 10/09/19 PROSPECT ROAD & MAIN STREET FORT COLLINS, CO B C D 5 4 3 2 1 Not For Construction PSD MIDDLE SCHOOL HIGH SCHOOL # 2 KEYMAP P P C.O. 5 4 3 2 1 G G 3 4 0 1 2 G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 G 1 2 3 4 5 4 3 2 1 0 G G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 / / / / / / / / / / / / / / / / / / / / / / / / PROSPECT RD MAIN STREET TRIC MATCHLINE-SEE SHEET C411 ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 C403 C404 C405 C406 C407 C408 C409 C410 C411 MATCHLINE-SEE SHEET C406 GRADING PLAN C407 LEGEND: PROPOSED CONTOUR EXISTING CONTOUR PROPERTY BOUNDARY PROPOSED SPOT ELEVATION 33.43 PROPOSED SLOPES 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 4. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 5. THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING ELEVATIONS OF ALL CURBS AND GUTTERS AT THE POINTS OF CONNECTION SHOWN ON THE PLANS PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS. IF A CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN. 6. ADD 4900-FT TO PROPOSED CONTOURS, SPOT ELEVATIONS, AND FFE LABELS, WHERE TRUNCATED. 7. CONTRACTOR SHALL CONFIRM AND COORDINATE WITH STAMPED ARCHITECTURAL AND LANDSCAPE ARCHITECTURE DRAWINGS FOR ALL STEPS, RAMPS, LANDSCAPING WALLS, SEATWALLS, RAILINGS, AND PLANTERS. 8. CONTRACTOR SHALL CONFIRM AND COORDINATE WITH STAMPED STRUCTURAL DRAWINGS FOR ELEVATIONS AND GRADE CONDITIONS ALONG BUILDING PERIMETER. NOTIFY OWNER, ARCHITECT, AND ENGINEER(S) OF ANY DISCREPANCIES PRIOR TO MOBILIZATION. NOTES: 2.0% (47.45) EXISTING SPOT ELEVATION PROPOSED STORM PROPOSED VERTICAL CURB AND GUTTER PROPOSED SWALE NORTH CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R 22.22 22.70 21.45 20.97 22.65 23.13 0.5% 2.0% 2.0% 2.0% PROPOSED INLET DESCRIPTION DATE E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com A of 48 SHEET INFORMATION PROJECT INFORMATION PROJECT PHASE SEAL ARCHITECT ISSUE DATE: PROJECT #: CONSULTANT T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com ARCHITECTS REVISIONS: 100-024 POUDRE SCHOOL DISTRICT DESIGN DEVELOPMENT - 10/09/19 PROSPECT ROAD & MAIN STREET FORT COLLINS, CO B C D 5 4 3 2 1 Not For Construction PSD MIDDLE SCHOOL HIGH SCHOOL # 2 KEYMAP P P C.O. 5 4 3 2 1 G G 3 4 0 1 2 G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 G 1 2 3 4 5 4 3 2 1 0 G G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 / / / / / / / / / / / / / / / / / / / / / / / / PROSPECT RD MAIN STREET TRIC MATCHLINE-SEE SHEET C407 ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 C403 C404 C405 C406 C407 C408 C409 C410 C411 MATCHLINE-SEE SHEET C405 MATCHLINE-SEE SHEET C410 GRADING PLAN C406 LEGEND: PROPOSED CONTOUR EXISTING CONTOUR PROPERTY BOUNDARY PROPOSED SPOT ELEVATION 33.43 PROPOSED SLOPES 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 4. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 5. THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING ELEVATIONS OF ALL CURBS AND GUTTERS AT THE POINTS OF CONNECTION SHOWN ON THE PLANS PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS. IF A CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN. 6. ADD 4900-FT TO PROPOSED CONTOURS, SPOT ELEVATIONS, AND FFE LABELS, WHERE TRUNCATED. 7. CONTRACTOR SHALL CONFIRM AND COORDINATE WITH STAMPED ARCHITECTURAL AND LANDSCAPE ARCHITECTURE DRAWINGS FOR ALL STEPS, RAMPS, LANDSCAPING WALLS, SEATWALLS, RAILINGS, AND PLANTERS. 8. CONTRACTOR SHALL CONFIRM AND COORDINATE WITH STAMPED STRUCTURAL DRAWINGS FOR ELEVATIONS AND GRADE CONDITIONS ALONG BUILDING PERIMETER. NOTIFY OWNER, ARCHITECT, AND ENGINEER(S) OF ANY DISCREPANCIES PRIOR TO MOBILIZATION. NOTES: 2.0% (47.45) EXISTING SPOT ELEVATION PROPOSED STORM PROPOSED VERTICAL CURB AND GUTTER PROPOSED SWALE NORTH CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R PROPOSED STORM DRAIN PROPOSED STORM DRAIN 20.44 20.92 20.06 19.58 21.03 20.55 20.40 19.92 21.65 21.53 21.05 21.17 19.41 19.29 20.05 19.93 18.96 19.08 19.70 19.58 FFE=21.00 FFE=21.00 FFE=21.00 FFE=21.00 0.5% 0.5% 0.5% PROPOSED INLET PROPOSED INLET 1.0% 0.5% 1.0% 1.0% 0.5% 0.6% 0.5% 0.5% DESCRIPTION DATE E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com A of 48 SHEET INFORMATION PROJECT INFORMATION PROJECT PHASE SEAL ARCHITECT ISSUE DATE: PROJECT #: CONSULTANT T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com ARCHITECTS REVISIONS: 100-024 POUDRE SCHOOL DISTRICT DESIGN DEVELOPMENT - 10/09/19 PROSPECT ROAD & MAIN STREET FORT COLLINS, CO B C D 5 4 3 2 1 Not For Construction PSD MIDDLE SCHOOL HIGH SCHOOL # 2 KEYMAP P P C.O. 5 4 3 2 1 G G 3 4 0 1 2 G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 G 1 2 3 4 5 4 3 2 1 0 G G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 / / / / / / / / / / / / / / / / / / / / / / / / PROSPECT RD MAIN STREET TRIC MATCHLINE-SEE SHEET C406 ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 C403 C404 C405 C406 C407 C408 C409 C410 C411 MATCHLINE-SEE SHEET C406 MATCHLINE-SEE SHEET C409 GRADING PLAN C405 LEGEND: PROPOSED CONTOUR EXISTING CONTOUR PROPERTY BOUNDARY PROPOSED SPOT ELEVATION 33.43 PROPOSED SLOPES 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 4. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 5. THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING ELEVATIONS OF ALL CURBS AND GUTTERS AT THE POINTS OF CONNECTION SHOWN ON THE PLANS PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS. IF A CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN. 6. ADD 4900-FT TO PROPOSED CONTOURS, SPOT ELEVATIONS, AND FFE LABELS, WHERE TRUNCATED. 7. CONTRACTOR SHALL CONFIRM AND COORDINATE WITH STAMPED ARCHITECTURAL AND LANDSCAPE ARCHITECTURE DRAWINGS FOR ALL STEPS, RAMPS, LANDSCAPING WALLS, SEATWALLS, RAILINGS, AND PLANTERS. 8. CONTRACTOR SHALL CONFIRM AND COORDINATE WITH STAMPED STRUCTURAL DRAWINGS FOR ELEVATIONS AND GRADE CONDITIONS ALONG BUILDING PERIMETER. NOTIFY OWNER, ARCHITECT, AND ENGINEER(S) OF ANY DISCREPANCIES PRIOR TO MOBILIZATION. NOTES: 2.0% (47.45) EXISTING SPOT ELEVATION PROPOSED STORM PROPOSED VERTICAL CURB AND GUTTER PROPOSED SWALE NORTH CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R 0.3% 0.2% 10' SIDEWALK 12' SIDEWALK 8.25' SIDEWALK 8.25' SIDEWALK 8.4' SIDEWALK 8' SIDEWALK 8.25' SIDEWALK 9.5' SIDEWALK 8' SIDEWALK 8' SIDEWALK PROPOSED VERTICAL CURB & GUTTER PROPOSED VERTICAL CURB & GUTTER PROPOSED VERTICAL CURB & GUTTER 26' EMERGENCY ACCESS EASEMENT 20' BOXELDER SANITARY EASEMENT 30' ELCO WATER EASEMENT 30' ELCO WATER EASEMENT 26' EMERGENCY ACCESS EASEMENT 26' EMERGENCY ACCESS EASEMENT 20' BOXELDER SANITARY EASEMENT 30' ELCO WATER EASTMENT 26' EMERGENCY ACCESS EASEMENT 26' EMERGENCY ACCESS EASEMENT 26' EMERGENCY ACCESS EASEMENT 26' - PROPOSED STORM DRAIN PROPOSED STORM DRAIN PROPOSED STORM DRAIN PROPOSED STORM DRAIN 22.32 22.80 20.44 20.92 19.70 19.58 18.67 18.79 19.39 18.91 20.26 19.97 19.72 18.96 FFE=20.74 FFE=19.48 FFE=20.25 2.0% 20.26 19.78 PROPOSED INLET 21.36 (17.87) PROPOSED CULVERT 2.0% 2.0% 20.16 20.64 0.5% 2.0% 2.0% PROPOSED INLET 0.6% 2.0% DESCRIPTION DATE E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com A of 48 SHEET INFORMATION PROJECT INFORMATION PROJECT PHASE SEAL ARCHITECT ISSUE DATE: PROJECT #: CONSULTANT T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com ARCHITECTS REVISIONS: 100-024 POUDRE SCHOOL DISTRICT DESIGN DEVELOPMENT - 10/09/19 PROSPECT ROAD & MAIN STREET FORT COLLINS, CO B C D 5 4 3 2 1 Not For Construction PSD MIDDLE SCHOOL HIGH SCHOOL # 2 KEYMAP P P C.O. 5 4 3 2 1 G G 3 4 0 1 2 G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 G 1 2 3 4 5 4 3 2 1 0 G G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 / / / / / / / / / / / / / / / / / / / / / / / / PROSPECT RD MAIN STREET TRIC MATCHLINE-SEE SHEET C406 ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 C403 C404 C405 C406 C407 C408 C409 C410 C411 MATCHLINE-SEE SHEET C403 MATCHLINE-SEE SHEET C408 GRADING PLAN C404 LEGEND: PROPOSED CONTOUR EXISTING CONTOUR PROPERTY BOUNDARY PROPOSED SPOT ELEVATION 33.43 PROPOSED SLOPES 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 4. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 5. THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING ELEVATIONS OF ALL CURBS AND GUTTERS AT THE POINTS OF CONNECTION SHOWN ON THE PLANS PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS. IF A CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN. 6. ADD 4900-FT TO PROPOSED CONTOURS, SPOT ELEVATIONS, AND FFE LABELS, WHERE TRUNCATED. 7. CONTRACTOR SHALL CONFIRM AND COORDINATE WITH STAMPED ARCHITECTURAL AND LANDSCAPE ARCHITECTURE DRAWINGS FOR ALL STEPS, RAMPS, LANDSCAPING WALLS, SEATWALLS, RAILINGS, AND PLANTERS. 8. CONTRACTOR SHALL CONFIRM AND COORDINATE WITH STAMPED STRUCTURAL DRAWINGS FOR ELEVATIONS AND GRADE CONDITIONS ALONG BUILDING PERIMETER. NOTIFY OWNER, ARCHITECT, AND ENGINEER(S) OF ANY DISCREPANCIES PRIOR TO MOBILIZATION. NOTES: 2.0% (47.45) EXISTING SPOT ELEVATION PROPOSED STORM PROPOSED VERTICAL CURB AND GUTTER PROPOSED SWALE NORTH CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com ARCHITECTS REVISIONS: 100-024 POUDRE SCHOOL DISTRICT DESIGN DEVELOPMENT - 10/09/19 PROSPECT ROAD & MAIN STREET FORT COLLINS, CO B C D 5 4 3 2 1 Not For Construction PSD MIDDLE SCHOOL HIGH SCHOOL # 2 KEYMAP P P C.O. 5 4 3 2 1 G G 3 4 0 1 2 G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 G 1 2 3 4 5 4 3 2 1 0 G G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 / / / / / / / / / / / / / / / / / / / / / / / / PROSPECT RD MAIN STREET TRIC GRADING PLAN C403 MATCHLINE-SEE SHEET C404 ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 C403 C404 C405 C406 C407 C408 C409 C410 C411 LEGEND: PROPOSED CONTOUR EXISTING CONTOUR PROPERTY BOUNDARY PROPOSED SPOT ELEVATION 33.43 PROPOSED SLOPES 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 4. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 5. THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING ELEVATIONS OF ALL CURBS AND GUTTERS AT THE POINTS OF CONNECTION SHOWN ON THE PLANS PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS. IF A CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN. 6. ADD 4900-FT TO PROPOSED CONTOURS, SPOT ELEVATIONS, AND FFE LABELS, WHERE TRUNCATED. 7. CONTRACTOR SHALL CONFIRM AND COORDINATE WITH STAMPED ARCHITECTURAL AND LANDSCAPE ARCHITECTURE DRAWINGS FOR ALL STEPS, RAMPS, LANDSCAPING WALLS, SEATWALLS, RAILINGS, AND PLANTERS. 8. CONTRACTOR SHALL CONFIRM AND COORDINATE WITH STAMPED STRUCTURAL DRAWINGS FOR ELEVATIONS AND GRADE CONDITIONS ALONG BUILDING PERIMETER. NOTIFY OWNER, ARCHITECT, AND ENGINEER(S) OF ANY DISCREPANCIES PRIOR TO MOBILIZATION. NOTES: 2.0% (47.45) EXISTING SPOT ELEVATION PROPOSED STORM PROPOSED VERTICAL CURB AND GUTTER PROPOSED SWALE NORTH CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R SERRATOGA FALLS 2ND FILING TRACT B SERRATOGA FALLS 2ND FILING MAIN STREET PROSPECT ROAD X X X B M GAS B M X X X T B M C.O. TELE GAS SD SD SD SD SD SD SD SD SD SD SD SD SD SD C.O. X X X 20' UTILITY EASEMENT PER KITCHELL SUBDIVISION REC. NO. 90016150 30' BOXELDER SANITATION DISTRICT UTILITY EASEMENT DETENTION POND TIMNATH RESERVOIR INLET CANAL PROPOSED 2' CONCRETE PAN PROPOSED OUTLET PROPOSED 2' CONCRETE PAN PROPOSED POND OUTLET PROPOSED STORM DRAIN PROPOSED STORM DRAIN PROPOSED CULVERT CONNECT TO EXISTING PROPOSED INLET PROPOSED CULVERT PROPOSED CULVERT PROPOSED CULVERT PROPOSED STORM DRAIN DESCRIPTION DATE E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com A of 48 SHEET INFORMATION PROJECT INFORMATION PROJECT PHASE SEAL ARCHITECT ISSUE DATE: PROJECT #: CONSULTANT T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com ARCHITECTS REVISIONS: 100-024 POUDRE SCHOOL DISTRICT DESIGN DEVELOPMENT - 10/09/19 PROSPECT ROAD & MAIN STREET FORT COLLINS, CO B C D 5 4 3 2 1 Not For Construction PSD MIDDLE SCHOOL HIGH SCHOOL # 2 KEYMAP P P C.O. 5 4 3 2 1 G G 3 4 0 1 2 G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 G 1 2 3 4 5 4 3 2 1 0 G G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 / / / / / / / / / / / / / / / / / / / / / / / / PROSPECT RD MAIN STREET TRIC MATCHLINE-SEE SHEET C401 C400 C401 C402 ( IN FEET ) 0 1 INCH = 80 FEET 80 80 160 240 OVERALL GRADING PLAN C402 LEGEND: PROPOSED CONTOUR EXISTING CONTOUR PROPERTY BOUNDARY PROPOSED SPOT ELEVATION 33.43 PROPOSED SLOPES 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 4. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 5. THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING ELEVATIONS OF ALL CURBS AND GUTTERS AT THE POINTS OF CONNECTION SHOWN ON THE PLANS PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS. IF A CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN. 6. ADD 4900-FT TO PROPOSED CONTOURS, SPOT ELEVATIONS, AND FFE LABELS, WHERE TRUNCATED. 7. CONTRACTOR SHALL CONFIRM AND COORDINATE WITH STAMPED ARCHITECTURAL AND LANDSCAPE ARCHITECTURE DRAWINGS FOR ALL STEPS, RAMPS, LANDSCAPING WALLS, SEATWALLS, RAILINGS, AND PLANTERS. 8. CONTRACTOR SHALL CONFIRM AND COORDINATE WITH STAMPED STRUCTURAL DRAWINGS FOR ELEVATIONS AND GRADE CONDITIONS ALONG BUILDING PERIMETER. NOTIFY OWNER, ARCHITECT, AND ENGINEER(S) OF ANY DISCREPANCIES PRIOR TO MOBILIZATION. NOTES: 2.0% (47.45) EXISTING SPOT ELEVATION PROPOSED STORM PROPOSED VERTICAL CURB AND GUTTER PROPOSED SWALE CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R EQUALIZER PIPE PROPOSED 42" EQUALIZER PIPE PROPOSED 36" STORM DRAIN & EQUALIZER PIPE PROPOSED POND OUTLET PROPOSED 2' CONCRETE PAN PROPOSED 2' CONCRETE PAN PROPOSED 2' CONCRETE PAN PROPOSED 2' PROPOSED 2' SIDEWALK CHASE CONCRETE PAN PROPOSED 2' SIDEWALK CHASE PROPOSED STORM DRAIN PROPOSED STORM DRAIN PROPOSED STORM DRAIN PROPOSED STORM DRAIN PROPOSED STORM DRAIN PROPOSED STORM DRAIN PROPOSED STORM DRAIN PROPOSED STORM DRAIN PROPOSED STORM DRAIN CONNECT TO EXISTING STORM DRAIN PROPOSED OUTLET PROPOSED OUTLET DETENTION POND PROPOSED INLET PROPOSED PUMP HOUSE PROPOSED INLET PROPOSED INLET DETENTION POND DETENTION POND DESCRIPTION DATE E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com A of 48 SHEET INFORMATION PROJECT INFORMATION PROJECT PHASE SEAL ARCHITECT ISSUE DATE: PROJECT #: CONSULTANT T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com ARCHITECTS REVISIONS: 100-024 POUDRE SCHOOL DISTRICT DESIGN DEVELOPMENT - 10/09/19 PROSPECT ROAD & MAIN STREET FORT COLLINS, CO B C D 5 4 3 2 1 Not For Construction PSD MIDDLE SCHOOL HIGH SCHOOL # 2 KEYMAP P P C.O. 5 4 3 2 1 G G 3 4 0 1 2 G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 G 1 2 3 4 5 4 3 2 1 0 G G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 / / / / / / / / / / / / / / / / / / / / / / / / PROSPECT RD MAIN STREET TRIC MATCHLINE-SEE SHEET C402 MATCHLINE-SEE SHEET C400 C400 C401 C402 ( IN FEET ) 0 1 INCH = 80 FEET 80 80 160 240 OVERALL GRADING PLAN C401 LEGEND: PROPOSED CONTOUR EXISTING CONTOUR PROPERTY BOUNDARY PROPOSED SPOT ELEVATION 33.43 PROPOSED SLOPES 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 4. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 5. THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING ELEVATIONS OF ALL CURBS AND GUTTERS AT THE POINTS OF CONNECTION SHOWN ON THE PLANS PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS. IF A CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN. 6. ADD 4900-FT TO PROPOSED CONTOURS, SPOT ELEVATIONS, AND FFE LABELS, WHERE TRUNCATED. 7. CONTRACTOR SHALL CONFIRM AND COORDINATE WITH STAMPED ARCHITECTURAL AND LANDSCAPE ARCHITECTURE DRAWINGS FOR ALL STEPS, RAMPS, LANDSCAPING WALLS, SEATWALLS, RAILINGS, AND PLANTERS. 8. CONTRACTOR SHALL CONFIRM AND COORDINATE WITH STAMPED STRUCTURAL DRAWINGS FOR ELEVATIONS AND GRADE CONDITIONS ALONG BUILDING PERIMETER. NOTIFY OWNER, ARCHITECT, AND ENGINEER(S) OF ANY DISCREPANCIES PRIOR TO MOBILIZATION. NOTES: 2.0% (47.45) EXISTING SPOT ELEVATION PROPOSED STORM PROPOSED VERTICAL CURB AND GUTTER PROPOSED SWALE CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R NORTH INLET PROPOSED INLET EXISTING 60" GREELEY WATER LINE DESCRIPTION DATE E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com A of 48 SHEET INFORMATION PROJECT INFORMATION PROJECT PHASE SEAL ARCHITECT ISSUE DATE: PROJECT #: CONSULTANT T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com ARCHITECTS REVISIONS: 100-024 POUDRE SCHOOL DISTRICT DESIGN DEVELOPMENT - 10/09/19 PROSPECT ROAD & MAIN STREET FORT COLLINS, CO B C D 5 4 3 2 1 Not For Construction PSD MIDDLE SCHOOL HIGH SCHOOL # 2 KEYMAP P P C.O. 5 4 3 2 1 G G 3 4 0 1 2 G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 G 1 2 3 4 5 4 3 2 1 0 G G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 / / / / / / / / / / / / / / / / / / / / / / / / PROSPECT RD MAIN STREET TRIC MATCHLINE-SEE SHEET C401 C400 C401 C402 ( IN FEET ) 0 1 INCH = 80 FEET 80 80 160 240 OVERALL GRADING PLAN C400 LEGEND: PROPOSED CONTOUR EXISTING CONTOUR PROPERTY BOUNDARY PROPOSED SPOT ELEVATION 33.43 PROPOSED SLOPES 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 4. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 5. THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING ELEVATIONS OF ALL CURBS AND GUTTERS AT THE POINTS OF CONNECTION SHOWN ON THE PLANS PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS. IF A CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN. 6. ADD 4900-FT TO PROPOSED CONTOURS, SPOT ELEVATIONS, AND FFE LABELS, WHERE TRUNCATED. 7. CONTRACTOR SHALL CONFIRM AND COORDINATE WITH STAMPED ARCHITECTURAL AND LANDSCAPE ARCHITECTURE DRAWINGS FOR ALL STEPS, RAMPS, LANDSCAPING WALLS, SEATWALLS, RAILINGS, AND PLANTERS. 8. CONTRACTOR SHALL CONFIRM AND COORDINATE WITH STAMPED STRUCTURAL DRAWINGS FOR ELEVATIONS AND GRADE CONDITIONS ALONG BUILDING PERIMETER. NOTIFY OWNER, ARCHITECT, AND ENGINEER(S) OF ANY DISCREPANCIES PRIOR TO MOBILIZATION. NOTES: 2.0% (47.45) EXISTING SPOT ELEVATION PROPOSED STORM PROPOSED VERTICAL CURB AND GUTTER PROPOSED SWALE CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R NORTH PROPOSED GROUND EXISTING GROUND SS SS SS SS SS S S F W SSCO B5 STA 15+00.08 N: 124184.09 E: 220642.45 SSCO B6 STA 15+94.29 N: 124278.30 E: 220642.72 SSCO B4 STA 14+00.08 N: 124084.09 E: 220642.16 SSCO B3 STA 13+00.08 N: 123984.09 E: 220641.88 EXISTING SSMH B STA ??? N: 123684.08 E: 220645.02 SSCO B2 STA 12+00.08 N: 123884.09 E: 220641.60 SSCO B1 STA 11+00.08 N: 123784.09 E: 220641.31 100.08 LF 6" PVC @ 1.00% 100.00 LF 6" PVC @ 1.00% 100.00 LF 6" PVC @ 1.00% 100.00 LF 6" PVC @ 1.00% 100.00 LF 6" PVC @ 1.00% 94.22 LF 6" PVC @ 1.00% EXISTING STORM DRAIN EXISTING 30' BOXELDER SANITATION DISTRICT UTILITY EASEMENT 8' SIDEWALK EXISTING 15" PVC SANITARY SEWER (BOXELDER) PROSPECT ROAD PROPOSED 2' CONCRETE PAN 15' UTILITY EASEMENT PROPOSED 81' DITCH EASEMENT TIMNATH RESERVOIR INLET CANAL KEYMAP P P C.O. 5 4 3 2 1 G G 3 4 0 1 2 G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 G 1 2 3 4 5 4 3 2 1 0 G G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 / / / / / / / / / / / / / / / / / / / / / / / / PROSPECT RD MAIN STREET TRIC DESCRIPTION DATE E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com A of 48 SHEET INFORMATION PROJECT INFORMATION PROJECT PHASE SEAL ARCHITECT ISSUE DATE: PROJECT #: CONSULTANT T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com ARCHITECTS REVISIONS: 100-024 POUDRE SCHOOL DISTRICT DESIGN DEVELOPMENT - 10/09/19 PROSPECT ROAD & MAIN STREET FORT COLLINS, CO B C D 5 4 3 2 1 Not For Construction PSD MIDDLE SCHOOL HIGH SCHOOL # 2 ( IN FEET ) 0 1 INCH = 50 FEET 50 50 100 150 SANITARY LINE B C318 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R SANITARY LINE B PROFILE SCALE: C318 PLAN & PROFILE NORTH EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: W G T E EXISTING STORM SEWER EXISTING ELECTRIC EXISTING TELEPHONE EXISTING GAS EXISTING ELECTRIC METER EXISTING WATER METER EXISTING IRRIGATION BOX EXISTING POWER POLE EXISTING GAS METER EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED LIGHT POLE PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOTLINE EASEMENT LINE CONTROL IRR PROPERTY BOUNDARY S PROPOSED SEWER SERVICE W PROPOSED RESIDENTIAL WATER SERVICE PROPOSED SUBDRAIN SD 1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2. ALL WATER CONSTRUCTION SHALL BE PER THE EAST LARIMER COUNTY WATER DISTRICT CONSTRUCTION STANDARDS, LATEST EDITION. 3. ALL SANITARY SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT CONSTRUCTION STANDARDS, LATEST EDITION. 4. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES. 5. ALL WATER FITTINGS AND VALVES, EXCLUDING WATER METERS, ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 6. ROTATE ALL SANITARY MANHOLE LIDS TO LIE OUTSIDE OF THE WHEEL PATH. 7. DRY UTILITY CONDUIT TO BE COORDINATED WITH UTILITY PROVIDERS PRIOR TO STREET CONSTRUCTION. NOTES: PROPOSED FIRE SERVICE F PROPOSED ELECTRIC E T PROPOSED TRANSFORMER PROPOSED WATER METER VAULT PROPOSED ELECTRIC VAULTS C.O. 5 4 3 2 1 G G 3 4 0 1 2 G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 G 1 2 3 4 5 4 3 2 1 0 G G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 / / / / / / / / / / / / / / / / / / / / / / / / PROSPECT RD MAIN STREET TRIC DESCRIPTION DATE E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com A of 48 SHEET INFORMATION PROJECT INFORMATION PROJECT PHASE SEAL ARCHITECT ISSUE DATE: PROJECT #: CONSULTANT T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com ARCHITECTS REVISIONS: 100-024 POUDRE SCHOOL DISTRICT DESIGN DEVELOPMENT - 10/09/19 PROSPECT ROAD & MAIN STREET FORT COLLINS, CO B C D 5 4 3 2 1 Not For Construction PSD MIDDLE SCHOOL HIGH SCHOOL # 2 ( IN FEET ) 0 1 INCH = 50 FEET 50 50 100 150 SANITARY LINE A2 C317 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R PROFILE SCALE: SANITARY LINE A2 LINE MATCH STA 17+50 MATCH LINE SEE SHEET C316 STA 17+50 EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: W G T E EXISTING STORM SEWER EXISTING ELECTRIC EXISTING TELEPHONE EXISTING GAS EXISTING ELECTRIC METER EXISTING WATER METER EXISTING IRRIGATION BOX EXISTING POWER POLE EXISTING GAS METER EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED LIGHT POLE PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOTLINE EASEMENT LINE CONTROL IRR PROPERTY BOUNDARY S PROPOSED SEWER SERVICE W PROPOSED RESIDENTIAL WATER SERVICE PROPOSED SUBDRAIN SD 1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2. ALL WATER CONSTRUCTION SHALL BE PER THE EAST LARIMER COUNTY WATER DISTRICT CONSTRUCTION STANDARDS, LATEST EDITION. 3. ALL SANITARY SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT CONSTRUCTION STANDARDS, LATEST EDITION. 4. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES. 5. ALL WATER FITTINGS AND VALVES, EXCLUDING WATER METERS, ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 6. ROTATE ALL SANITARY MANHOLE LIDS TO LIE OUTSIDE OF THE WHEEL PATH. 7. DRY UTILITY CONDUIT TO BE COORDINATED WITH UTILITY PROVIDERS PRIOR TO STREET CONSTRUCTION. NOTES: PROPOSED FIRE SERVICE F PROPOSED ELECTRIC E T PROPOSED TRANSFORMER PROPOSED WATER METER VAULT PROPOSED ELECTRIC VAULTS C316 C317 PLAN & PROFILE NORTH SANITARY LINE A SEE SHEET C314 10' SIDEWALK 4890 4895 4900 4905 4910 4915 4920 4925 4930 4890 4895 4900 4905 4910 4915 4920 4925 4930 17+50 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50 397.62 LF 8" PVC @ 0.50% 64.67 LF 8" PVC @ 0.50% 398.08 LF 8" PVC @ 0.50% SSMH A2-2 STA 14+62.76 RIM 4916.3± INV. IN 4905.09 (NW) INV. OUT 4904.89 (E) SSMH A2-1 STA 13+98.08 RIM 4916.3± INV. IN 4904.56 (W) INV. OUT 4904.36 (E) SSMH A2 STA 10+00.00 RIM 4919.5± INV. IN 4902.37 (NE) INV. OUT 4902.17 (S) PROPOSED GROUND EXISTING GROUND W W W W W 8" SS 8" SS 8" SS 8" SS 8" SS 12" W 12" W 12" W 12" W G G G G E E E E E 397.62 LF 8" PVC @ 0.50% 20' BOXELDER SANITARY EASEMENT EXISTING 40' CITY OF GREELEY WATER EASEMENT EXISTING 60" WATERLINE (CITY OF GREELEY) 22' ELCO WATER EASEMENT KEYMAP P P C.O. 5 4 3 2 1 G G 3 4 0 1 2 G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 G 1 2 3 4 5 4 3 2 1 0 G G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 / / / / / / / / / / / / / / / / / / / / / / / / PROSPECT RD MAIN STREET TRIC DESCRIPTION DATE E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com A of 48 SHEET INFORMATION PROJECT INFORMATION PROJECT PHASE SEAL ARCHITECT ISSUE DATE: PROJECT #: CONSULTANT T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com ARCHITECTS REVISIONS: 100-024 POUDRE SCHOOL DISTRICT DESIGN DEVELOPMENT - 10/09/19 PROSPECT ROAD & MAIN STREET FORT COLLINS, CO B C D 5 4 3 2 1 Not For Construction PSD MIDDLE SCHOOL HIGH SCHOOL # 2 ( IN FEET ) 0 1 INCH = 50 FEET 50 50 100 150 SANITARY LINE A2 C316 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R PROFILE SCALE: SANITARY LINE A2 LINE MATCH STA 15+50 LINE MATCH STA 15+50 LINE MATCH STA 17+50 MATCH LINE SEE SHEET C316 STA 17+50 EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: W G T E EXISTING STORM SEWER EXISTING ELECTRIC EXISTING TELEPHONE EXISTING GAS EXISTING ELECTRIC METER EXISTING WATER METER EXISTING IRRIGATION BOX EXISTING POWER POLE EXISTING GAS METER EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED LIGHT POLE PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOTLINE EASEMENT LINE CONTROL IRR PROPERTY BOUNDARY S PROPOSED SEWER SERVICE W PROPOSED RESIDENTIAL WATER SERVICE PROPOSED SUBDRAIN SD 1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2. ALL WATER CONSTRUCTION SHALL BE PER THE EAST LARIMER COUNTY WATER DISTRICT CONSTRUCTION STANDARDS, LATEST EDITION. 3. ALL SANITARY SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT CONSTRUCTION STANDARDS, LATEST EDITION. 4. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES. 5. ALL WATER FITTINGS AND VALVES, EXCLUDING WATER METERS, ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 6. ROTATE ALL SANITARY MANHOLE LIDS TO LIE OUTSIDE OF THE WHEEL PATH. 7. DRY UTILITY CONDUIT TO BE COORDINATED WITH UTILITY PROVIDERS PRIOR TO STREET CONSTRUCTION. NOTES: PROPOSED FIRE SERVICE F PROPOSED ELECTRIC E T PROPOSED TRANSFORMER PROPOSED WATER METER VAULT PROPOSED ELECTRIC VAULTS C316 C317 PLAN & PROFILE NORTH NORTH C.O. 5 4 3 2 1 G G 3 4 0 1 2 G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 G 1 2 3 4 5 4 3 2 1 0 G G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 / / / / / / / / / / / / / / / / / / / / / / / / PROSPECT RD MAIN STREET TRIC DESCRIPTION DATE E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com A of 48 SHEET INFORMATION PROJECT INFORMATION PROJECT PHASE SEAL ARCHITECT ISSUE DATE: PROJECT #: CONSULTANT T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com ARCHITECTS REVISIONS: 100-024 POUDRE SCHOOL DISTRICT DESIGN DEVELOPMENT - 10/09/19 PROSPECT ROAD & MAIN STREET FORT COLLINS, CO B C D 5 4 3 2 1 Not For Construction PSD MIDDLE SCHOOL HIGH SCHOOL # 2 ( IN FEET ) 0 1 INCH = 50 FEET 50 50 100 150 SANITARY LINE A C315 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R PROFILE SCALE: SANITARY LINE A EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: W G T E EXISTING STORM SEWER EXISTING ELECTRIC EXISTING TELEPHONE EXISTING GAS EXISTING ELECTRIC METER EXISTING WATER METER EXISTING IRRIGATION BOX EXISTING POWER POLE EXISTING GAS METER EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED LIGHT POLE PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOTLINE EASEMENT LINE CONTROL IRR PROPERTY BOUNDARY S PROPOSED SEWER SERVICE W PROPOSED RESIDENTIAL WATER SERVICE PROPOSED SUBDRAIN SD 1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2. ALL WATER CONSTRUCTION SHALL BE PER THE EAST LARIMER COUNTY WATER DISTRICT CONSTRUCTION STANDARDS, LATEST EDITION. 3. ALL SANITARY SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT CONSTRUCTION STANDARDS, LATEST EDITION. 4. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES. 5. ALL WATER FITTINGS AND VALVES, EXCLUDING WATER METERS, ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 6. ROTATE ALL SANITARY MANHOLE LIDS TO LIE OUTSIDE OF THE WHEEL PATH. 7. DRY UTILITY CONDUIT TO BE COORDINATED WITH UTILITY PROVIDERS PRIOR TO STREET CONSTRUCTION. NOTES: PROPOSED FIRE SERVICE F PROPOSED ELECTRIC E T PROPOSED TRANSFORMER PROPOSED WATER METER VAULT PROPOSED ELECTRIC VAULTS MATCH LINE SEE SHEET C314 STA 17+50 LINE MATCH STA 17+50 C315 C314 PLAN & PROFILE NORTH SSMH A3 STA 14+43.30 N: 124047.19 E: 218487.28 SSMH A2 STA ??? N: 124020.52 E: 218475.27 EXISTING SSMH A STA 10+00.00 N: 123686.67 E: 218584.26 114.26 LF 8" PVC @ 0.50% 299.79 LF 8" PVC @ 0.50% 29.26 LF 8" PVC @ 0.50% 410.32 LF 8" PVC @ 0.50% 8' SIDEWALK 8' SIDEWALK 8' SIDEWALK 9.5' SIDEWALK 9.5' SIDEWALK 7.5' SIDEWALK 20' BOXELDER SANITARY EASEMENT 30' ELCO WATER EASEMENT DRAINAGE EASEMENT PROPOSED STORM DRAIN PROPOSED 2' CONCRETE PAN EXISTING 60" WATERLINE (CITY OF GREELEY) SANITARY LINE A2 SEE SHEET C316 PROPOSED 12" WATERLINE EXISTING 15" PVC SANITARY SEWER (BOXELDER) CONNECT TO EXISTING SANITARY LINE 4895 4900 4905 4910 4915 4920 4925 4930 4935 4895 4900 4905 4910 4915 4920 4925 4930 4935 17+50 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50 EXISTING SSMH A STA 10+00.00 RIM 4918.7± INV. IN 4899.07 (E) INV. IN 4899.90 (W) INV. OUT 4898.90 (S) 299.79 LF 8" PVC @ 0.50% 114.26 LF 8" PVC @ 0.50% SSMH A1 STA 11+14.26 RIM 4919.1± INV. IN 4900.68 (N) INV. OUT 4900.48 (E) SSMH A2 STA ??? RIM 4919.5± INV. IN 4902.37 (NE) INV. OUT 4902.17 (S) 29.26 LF 8" PVC @ 0.50% 410.32 LF 8" PVC @ 0.50% SSMH A3 STA 14+43.30 RIM 4919.5± INV. IN 4902.72 (N) INV. OUT 4902.52 (SW) EXISTING GROUND PROPOSED GROUND KEYMAP P P C.O. 5 4 3 2 1 G G 3 4 0 1 2 G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 G 1 2 3 4 5 4 3 2 1 0 G G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 / / / / / / / / / / / / / / / / / / / / / / / / PROSPECT RD MAIN STREET TRIC DESCRIPTION DATE E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com A of 48 SHEET INFORMATION PROJECT INFORMATION PROJECT PHASE SEAL ARCHITECT ISSUE DATE: PROJECT #: CONSULTANT T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com ARCHITECTS REVISIONS: 100-024 POUDRE SCHOOL DISTRICT DESIGN DEVELOPMENT - 10/09/19 PROSPECT ROAD & MAIN STREET FORT COLLINS, CO B C D 5 4 3 2 1 Not For Construction PSD MIDDLE SCHOOL HIGH SCHOOL # 2 ( IN FEET ) 0 1 INCH = 50 FEET 50 50 100 150 SANITARY LINE A C314 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R PROFILE SCALE: SANITARY LINE A EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: W G T E EXISTING STORM SEWER EXISTING ELECTRIC EXISTING TELEPHONE EXISTING GAS EXISTING ELECTRIC METER EXISTING WATER METER EXISTING IRRIGATION BOX EXISTING POWER POLE EXISTING GAS METER EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED LIGHT POLE PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOTLINE EASEMENT LINE CONTROL IRR PROPERTY BOUNDARY S PROPOSED SEWER SERVICE W PROPOSED RESIDENTIAL WATER SERVICE PROPOSED SUBDRAIN SD 1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2. ALL WATER CONSTRUCTION SHALL BE PER THE EAST LARIMER COUNTY WATER DISTRICT CONSTRUCTION STANDARDS, LATEST EDITION. 3. ALL SANITARY SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT CONSTRUCTION STANDARDS, LATEST EDITION. 4. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES. 5. ALL WATER FITTINGS AND VALVES, EXCLUDING WATER METERS, ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 6. ROTATE ALL SANITARY MANHOLE LIDS TO LIE OUTSIDE OF THE WHEEL PATH. 7. DRY UTILITY CONDUIT TO BE COORDINATED WITH UTILITY PROVIDERS PRIOR TO STREET CONSTRUCTION. NOTES: PROPOSED FIRE SERVICE F PROPOSED ELECTRIC E T PROPOSED TRANSFORMER PROPOSED WATER METER VAULT PROPOSED ELECTRIC VAULTS MATCH LINE SEE SHEET C315 STA 17+50 LINE MATCH STA 17+50 C315 C314 PLAN & PROFILE NORTH 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W M H MH WV WV 90° BEND w/TB N:126207.81 E:218475.72 90° BEND w/TB N:126210.21 E:218090.09 REMOVE TEMPORARY FH & CONNECT TO EXISTING WATERLINE N:126220.21 E:218090.20 10.00 LF 12" PVC N00°40'40"E 385.64 LF 12" PVC N89°38'37"W 1340.30 LF 12" PVC N00°06'37"E 30' ELCO WATER EASEMENT 30' ELCO WATER EASEMENT FUTURE CARRIAGE PARKWAY WHITE ERIC S. CW SUBTRUST 1100 SE FRONTAGE RD FOXGROVE SUBDIVISION DESCRIPTION DATE E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com A of 48 SHEET INFORMATION PROJECT INFORMATION PROJECT PHASE SEAL ARCHITECT ISSUE DATE: PROJECT #: CONSULTANT T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com ARCHITECTS REVISIONS: 100-024 POUDRE SCHOOL DISTRICT DESIGN DEVELOPMENT - 10/09/19 PROSPECT ROAD & MAIN STREET FORT COLLINS, CO B C D 5 4 3 2 1 Not For Construction PSD MIDDLE SCHOOL HIGH SCHOOL # 2 KEYMAP P P C.O. 5 4 3 2 1 G G 3 4 0 1 2 G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 G 1 2 3 4 5 4 3 2 1 0 G G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 / / / / / / / / / / / / / / / / / / / / / / / / PROSPECT RD MAIN STREET TRIC ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: W G T E EXISTING STORM SEWER EXISTING ELECTRIC EXISTING TELEPHONE EXISTING GAS EXISTING ELECTRIC METER EXISTING WATER METER EXISTING IRRIGATION BOX EXISTING POWER POLE EXISTING GAS METER EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED LIGHT POLE PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOTLINE EASEMENT LINE CONTROL IRR PROPERTY BOUNDARY S PROPOSED SEWER SERVICE W PROPOSED RESIDENTIAL WATER SERVICE PROPOSED GAS G 1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2. ALL WATER CONSTRUCTION SHALL BE PER THE EAST LARIMER COUNTY WATER DISTRICT CONSTRUCTION STANDARDS, LATEST EDITION. 3. ALL SANITARY SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT CONSTRUCTION STANDARDS, LATEST EDITION. 4. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES. 5. ALL WATER FITTINGS AND VALVES, EXCLUDING WATER METERS, ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 6. ROTATE ALL SANITARY MANHOLE LIDS TO LIE OUTSIDE OF THE WHEEL PATH. 7. DRY UTILITY CONDUIT TO BE COORDINATED WITH UTILITY PROVIDERS PRIOR TO STREET CONSTRUCTION. NOTES: PROPOSED FIRE SERVICE F PROPOSED ELECTRIC E T PROPOSED TRANSFORMER PROPOSED WATER METER PROPOSED ELECTRIC VAULTS VAULT C303 C304 C305 C306 C307 C308 C309 C310 C311 C312 MATCHLINE-SEE SHEET C304 UTILITY PLAN C312 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R EXISTING 20' UTILITY EASEMENT MATCHLINE-SEE THIS SHEET RIGHT MATCHLINE-SEE THIS SHEET LEFT NORTH SS SS SS SS SS SS SS SS SS SS SS B M WV WV W S O VAULT F.O. VAULT VAULT CABLE F.O. C CABLE CABLE CABLE TELE W GAS F.O. F.O. VAULT CABLE F.O. F.O. S SS S FO FO FO FO FO FO FO FO FO FO E E E E E E E E E E E E E E T T T T T T T T T T T T T T T T T T T T T T T T FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO G G G G G G G G G G G G G G G G G G G G FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO CTV CTV T T T T T T G G G MH W W W W W W W W W W W W W OHE OHE OHE OHE OHE OHE W W W W G OHE OHE OHE OHE X X OHU OHU OHU OHU OHU OHU WV W W W W W W W W W / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W W W W EXISTING SSMH B 100.08 LF 6" PVC @ 1.00% 100.00 LF 6" PVC @ 1.00% 100.00 LF 6" PVC @ 1.00% 100.00 LF 6" PVC @ 1.00% 100.00 LF 6" PVC @ 1.00% SSCO B1 SSCO B2 SSCO B3 SSCO B4 52' EOP-EOP PER OFFSITE ROADWAY IMPROVEMENTS 140'' ROW 98' ROW 30' BOXELDER SANITARY EASEMENT 8' SIDEWALK (BY OTHERS) 15' UTILITY EASEMENT EXISTING 8" WATER LINE PROPOSED 2' CONCRETE PAN PROPOSED STORM DRAIN PROPOSED OUTLET PROPOSED DRAINAGE EASEMENT 15' UTILITY EASEMENT 81' DITCH EASEMENT TIMNATH RESERVOIR INLET CANAL PROPOSED STORM DRAIN EXISTING 15" PVC SANITARY SEWER (BOXELDER) PROPOSED INLET 12" WATER (ELCO) EXISTING 12" SANITARY SEWER EXISTING BOXELDER SANITATION EASEMENT (WIDTH VARIES) CONNECT TO EXISTING MH DESCRIPTION DATE E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com A of 48 SHEET INFORMATION PROJECT INFORMATION PROJECT PHASE SEAL ARCHITECT ISSUE DATE: PROJECT #: CONSULTANT T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com ARCHITECTS REVISIONS: 100-024 POUDRE SCHOOL DISTRICT DESIGN DEVELOPMENT - 10/09/19 PROSPECT ROAD & MAIN STREET FORT COLLINS, CO B C D 5 4 3 2 1 Not For Construction PSD MIDDLE SCHOOL HIGH SCHOOL # 2 KEYMAP P P C.O. 5 4 3 2 1 G G 3 4 0 1 2 G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 G 1 2 3 4 5 4 3 2 1 0 G G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 / / / / / / / / / / / / / / / / / / / / / / / / PROSPECT RD MAIN STREET TRIC MATCHLINE-SEE SHEET C310 ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: W G T E EXISTING STORM SEWER EXISTING ELECTRIC EXISTING TELEPHONE EXISTING GAS EXISTING ELECTRIC METER EXISTING WATER METER EXISTING IRRIGATION BOX EXISTING POWER POLE EXISTING GAS METER EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED LIGHT POLE PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOTLINE EASEMENT LINE CONTROL IRR PROPERTY BOUNDARY S PROPOSED SEWER SERVICE W PROPOSED RESIDENTIAL WATER SERVICE PROPOSED GAS G 1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2. ALL WATER CONSTRUCTION SHALL BE PER THE EAST LARIMER COUNTY WATER DISTRICT CONSTRUCTION STANDARDS, LATEST EDITION. 3. ALL SANITARY SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT CONSTRUCTION STANDARDS, LATEST EDITION. 4. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES. 5. ALL WATER FITTINGS AND VALVES, EXCLUDING WATER METERS, ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 6. ROTATE ALL SANITARY MANHOLE LIDS TO LIE OUTSIDE OF THE WHEEL PATH. 7. DRY UTILITY CONDUIT TO BE COORDINATED WITH UTILITY PROVIDERS PRIOR TO STREET CONSTRUCTION. NOTES: PROPOSED FIRE SERVICE F PROPOSED ELECTRIC E T PROPOSED TRANSFORMER PROPOSED WATER METER PROPOSED ELECTRIC VAULTS VAULT C303 C304 C305 C306 C307 C308 C309 C310 C311 C312 MATCHLINE-SEE SHEET C307 UTILITY PLAN C311 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R NORTH 30' - 18' - PROPOSED 2' CONCRETE PAN PROPOSED 2' CONCRETE PAN PROPOSED 42" STORM DRAIN PROPOSED DRAINAGE EASEMENT EXISTING STORM DRAIN PROPOSED INLET EXISTING STORM DRAIN 81' DITCH EASEMENT 8' SIDEWALK 8' SIDEWALK 8' SIDEWALK 12' SIDEWALK PROPOSED OUTLET PROPOSED POND OUTLET TIMNATH RESERVOIR INLET CANAL 8' SIDEWALK 24' EMERGENCY ACCESS EASTMENT 64' EMERGENCY ACCESS EASTMENT EXISTING 15" PVC SANITARY SEWER (BOXELDER) 2' CONCRETE PAN PROPOSED 2' SIDEWALK CHASE DRAINAGE EASEMENT CURB CUT CURB CUT CONNECT TO EXISTING STORM DRAIN 64' 12" WATER (ELCO) -EOP CONNECT TO EXISTING STORM DRAIN DESCRIPTION DATE E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com A of 48 SHEET INFORMATION PROJECT INFORMATION PROJECT PHASE SEAL ARCHITECT ISSUE DATE: PROJECT #: CONSULTANT T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com ARCHITECTS REVISIONS: 100-024 POUDRE SCHOOL DISTRICT DESIGN DEVELOPMENT - 10/09/19 PROSPECT ROAD & MAIN STREET FORT COLLINS, CO B C D 5 4 3 2 1 Not For Construction PSD MIDDLE SCHOOL HIGH SCHOOL # 2 KEYMAP P P C.O. 5 4 3 2 1 G G 3 4 0 1 2 G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 G 1 2 3 4 5 4 3 2 1 0 G G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 / / / / / / / / / / / / / / / / / / / / / / / / PROSPECT RD MAIN STREET TRIC MATCHLINE-SEE SHEET C311 ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: W G T E EXISTING STORM SEWER EXISTING ELECTRIC EXISTING TELEPHONE EXISTING GAS EXISTING ELECTRIC METER EXISTING WATER METER EXISTING IRRIGATION BOX EXISTING POWER POLE EXISTING GAS METER EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED LIGHT POLE PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOTLINE EASEMENT LINE CONTROL IRR PROPERTY BOUNDARY S PROPOSED SEWER SERVICE W PROPOSED RESIDENTIAL WATER SERVICE PROPOSED GAS G 1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2. ALL WATER CONSTRUCTION SHALL BE PER THE EAST LARIMER COUNTY WATER DISTRICT CONSTRUCTION STANDARDS, LATEST EDITION. 3. ALL SANITARY SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT CONSTRUCTION STANDARDS, LATEST EDITION. 4. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES. 5. ALL WATER FITTINGS AND VALVES, EXCLUDING WATER METERS, ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 6. ROTATE ALL SANITARY MANHOLE LIDS TO LIE OUTSIDE OF THE WHEEL PATH. 7. DRY UTILITY CONDUIT TO BE COORDINATED WITH UTILITY PROVIDERS PRIOR TO STREET CONSTRUCTION. NOTES: PROPOSED FIRE SERVICE F PROPOSED ELECTRIC E T PROPOSED TRANSFORMER PROPOSED WATER METER PROPOSED ELECTRIC VAULTS VAULT MATCHLINE-SEE SHEET C309 MATCHLINE-SEE SHEET C306 C303 C304 C305 C306 C307 C308 C309 C310 C311 C312 UTILITY PLAN C310 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R NORTH M / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 214.13 LF 8" PVC S89°59'09"E 260.27 LF 8" PVC S89°59'09"E 68.66 LF 8" PVC N67°16'25"E 8''x6" SWIVEL TEE w/TB & 6" GV (N) N:124030.46 E:218729.39 FIRE HYDRANT N:124049.46 E:218729.40 FIRE HYDRANT N:124065.29 E:219244.29 30' BOXELDER SANITARY EASEMENT EXISTING 15" PVC SANITARY SEWER (BOXELDER) 107'' ROW 24' - 5.67 LF 8" PVC N26°58'45"E 86.73 LF 8" PVC N26°58'45"E 54 .04 L F 8 " PV C R = 7 07 . 7 9 ' 53.10 LF 8" PVC N24°00'51"E 374.68 LF 8" PVC N00°00'51"E 82.24 LF 8" PVC N89°46'25"E 55.28 LF 8" PVC S65°44'11"E 8''x6" SWIVEL TEE w/TB & 6" GV (E) N:124082.90 E:219209.70 8''x8'' TEE w/TB & 2 - 8" GV (S,W) N:124034.53 E:219185.63 22.50° BEND w/TB N:123986.02 E:219164.02 8''x6" SWIVEL TEE w/TB & 6" GV (W) N:124160.19 E:219249.05 81' DITCH EASEMENT PROPOSED 42" STORM DRAIN 8' SIDEWALK PROPOSED STORM DRAIN PROPOSED 2' CONCRETE PAN 8' SIDEWALK 8' SIDEWALK 8' SIDEWALK PROPOSED STORM DRAIN PROPOSED OUTLET PROPOSED 2' CONCRETE PAN TIMNATH RESERVOIR INLET CANAL 10' SIDEWALK 10' SIDEWALK 24' EMERGENCY ACCESS EASTMENT 24' EMERGENCY ACCESS EASTMENT 30' ELCO WATERLINE EASEMENT 30' ELCO WATER EASEMENT 24' EMERGENCY ACCESS EASEMENT 9' SIDEWALK 9' SIDEWALK 30' ELCO WATER LINE EASEMENT PROPOSED STORM DRAIN 6" FIRE SERVICE EXISTING 15" PVC SANITARY SEWER (BOXELDER) PROPOSED 36" STORM DRAIN EXISTING SLEEVE REMOVE TEMPORARY FH & CONNECT TO OFFSITE WATERLINE N:123611.35 E:219163.93 12" WATER (ELCO) 2' CONCRETE PAN DRAINAGE EASEMENT CURB CUTS CURB CUTS DRAINAGE EASEMENT PROPOSED 2' SIDEWALK CHASE CURB CUT CURB CUT CONNECT TO EXISTING STORM DRAIN DESCRIPTION DATE E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com A of 48 SHEET INFORMATION PROJECT INFORMATION PROJECT PHASE SEAL ARCHITECT ISSUE DATE: PROJECT #: CONSULTANT T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com ARCHITECTS REVISIONS: 100-024 POUDRE SCHOOL DISTRICT DESIGN DEVELOPMENT - 10/09/19 PROSPECT ROAD & MAIN STREET FORT COLLINS, CO B C D 5 4 3 2 1 Not For Construction PSD MIDDLE SCHOOL HIGH SCHOOL # 2 KEYMAP P P C.O. 5 4 3 2 1 G G 3 4 0 1 2 G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 G 1 2 3 4 5 4 3 2 1 0 G G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 / / / / / / / / / / / / / / / / / / / / / / / / PROSPECT RD MAIN STREET TRIC MATCHLINE-SEE SHEET C310 ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: W G T E EXISTING STORM SEWER EXISTING ELECTRIC EXISTING TELEPHONE EXISTING GAS EXISTING ELECTRIC METER EXISTING WATER METER EXISTING IRRIGATION BOX EXISTING POWER POLE EXISTING GAS METER EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED LIGHT POLE PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOTLINE EASEMENT LINE CONTROL IRR PROPERTY BOUNDARY S PROPOSED SEWER SERVICE W PROPOSED RESIDENTIAL WATER SERVICE PROPOSED GAS G 1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2. ALL WATER CONSTRUCTION SHALL BE PER THE EAST LARIMER COUNTY WATER DISTRICT CONSTRUCTION STANDARDS, LATEST EDITION. 3. ALL SANITARY SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT CONSTRUCTION STANDARDS, LATEST EDITION. 4. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES. 5. ALL WATER FITTINGS AND VALVES, EXCLUDING WATER METERS, ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 6. ROTATE ALL SANITARY MANHOLE LIDS TO LIE OUTSIDE OF THE WHEEL PATH. 7. DRY UTILITY CONDUIT TO BE COORDINATED WITH UTILITY PROVIDERS PRIOR TO STREET CONSTRUCTION. NOTES: PROPOSED FIRE SERVICE F PROPOSED ELECTRIC E T PROPOSED TRANSFORMER PROPOSED WATER METER PROPOSED ELECTRIC VAULTS VAULT MATCHLINE-SEE SHEET C308 MATCHLINE-SEE SHEET C305 C303 C304 C305 C306 C307 C308 C309 C310 C311 C312 UTILITY PLAN C309 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R NORTH CTV CTV CTV CTV CTV X X X X CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV X X CTV CTV CTV CTV CTV CTV CTV CTV CTV SS SS SS SS SS SS SS SS SS SS OHU S H2O H2O H2O H2O H2O H2O H2O H2O WV WV W S CABLE C M W W CC E C M M CABLE W W W W W W W W W W W W W W W W W W W W W / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 388.57 LF 12" PVC N89°59'09"W 17.18 LF 12" PVC N89°59'09"W 12 2. 22 L F 12 " P V C R = 20 0 . 0 0 ' 91.90 LF 12" PVC N54°58'16"W 1 9 8 . 6 5 L F 1 2 " PV C R = 20 7 . 0 0 ' END HORZ. DEFLECTION N:124119.59 E:217919.52 END HORZ. DEFLECTION N:124030.61 E:218109.52 BEGIN HORZ. DEFLECTION N:124066.84 E:217994.77 12''x6" SWIVEL TEE w/TB & 6" GV (N) N:124030.60 E:218126.70 FIRE HYDRANT N:124051.10 E:218126.70 12''x12'' TEE w/TB 2-12" BFV (W,S) 1-12"x8" REDUCER (E) N:124030.51 E:218515.26 214.13 LF 8" PVC S89°59'09"E 30' - 18' - 6" SANITARY SERVICE 6" SANITARY SERVICE 2.5" WATER SERVICE SSMH A3 SSMH A2 CONNECT TO EXISTING SSMH A SSMH A1 SSMH A2-1 SSMH A2-2 114.26 LF 8" PVC @ 0.50% 299.79 LF 8" PVC @ 0.50% 29.26 LF 8" PVC @ 0.50% 398.08 LF 8" PVC @ 0.50% 64.67 LF 8" PVC @ 0.50% 397.62 LF 8" PVC @ 0.50% 40'' CITY OF GREELEY WATER EASEMENT REC. NO. 2006-0079451 EXISTING 60" WATERLINE (CITY OF GREELEY) 50'' STRIP OF LAND DESCRIBED IN WARRANTY DEED, BOOK 531, PAGE 759 TIMNATH RESERVOIR INLET CANAL 26' - REMOVE TEMPORARY FH & CONNECT TO OFFSITE WATERLINE N:123615.51 E:218515.17 415.00 LF 12" PVC S00°00'48"W 8''x6" SWIVEL TEE w/TB & 6" GV (N) N:124030.51 E:218521.20 26' - 3" FIRE SERVICE PROPOSED 81' DITCH EASEMENT PROPOSED 36" STORM DRAIN 2' CONCRETE PAN 8' SIDEWALK PROPOSED GAS LINE PROPOSED ELECTRIC LINE PROPOSED DRAINAGE EASEMENT 8' SIDEWALK 8' SIDEWALK 8' SIDEWALK PROPOSED PROPOSED INLET INLET 20' BOXELDER SANITARY EASEMENT 26' EMERGENCY ACCESS EASEMENT 10' SIDEWALK PROPOSED ELECTRIC PROPOSED GAS 2.5" WATER SERVICE 3" FIRE SERVICE 8''x6" SWIVEL TEE w/TB & 6" GV (N) N:124030.54 E:218386.32 26' EMERGENCY ACCESS EASEMENT 20' BOXELDER SANITARY EASEMENT 81' DITCH EASEMENT 30' BOXELDER SANITARY EASEMENT 20' BOXELDER SANITARY EASEMENT 30' ELCO WATER EASEMENT 30' ELCO WATER EASEMENT SANITARY LINE A2 SEE SHEET C316 SANITARY LINE A SEE SHEET C314 3" WATER METER VAULT 87.5' ROW 12" WATER (ELCO) EXISTING 15" PVC SANITARY SEWER (BOXELDER) PROPOSED STORM DRAIN DESCRIPTION DATE E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com A of 48 SHEET INFORMATION PROJECT INFORMATION PROJECT PHASE SEAL ARCHITECT ISSUE DATE: PROJECT #: CONSULTANT T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com ARCHITECTS REVISIONS: 100-024 POUDRE SCHOOL DISTRICT DESIGN DEVELOPMENT - 10/09/19 PROSPECT ROAD & MAIN STREET FORT COLLINS, CO B C D 5 4 3 2 1 Not For Construction PSD MIDDLE SCHOOL HIGH SCHOOL # 2 KEYMAP P P C.O. 5 4 3 2 1 G G 3 4 0 1 2 G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 G 1 2 3 4 5 4 3 2 1 0 G G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 / / / / / / / / / / / / / / / / / / / / / / / / PROSPECT RD MAIN STREET TRIC MATCHLINE-SEE SHEET C309 ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: W G T E EXISTING STORM SEWER EXISTING ELECTRIC EXISTING TELEPHONE EXISTING GAS EXISTING ELECTRIC METER EXISTING WATER METER EXISTING IRRIGATION BOX EXISTING POWER POLE EXISTING GAS METER EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED LIGHT POLE PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOTLINE EASEMENT LINE CONTROL IRR PROPERTY BOUNDARY S PROPOSED SEWER SERVICE W PROPOSED RESIDENTIAL WATER SERVICE PROPOSED GAS G 1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2. ALL WATER CONSTRUCTION SHALL BE PER THE EAST LARIMER COUNTY WATER DISTRICT CONSTRUCTION STANDARDS, LATEST EDITION. 3. ALL SANITARY SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT CONSTRUCTION STANDARDS, LATEST EDITION. 4. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES. 5. ALL WATER FITTINGS AND VALVES, EXCLUDING WATER METERS, ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 6. ROTATE ALL SANITARY MANHOLE LIDS TO LIE OUTSIDE OF THE WHEEL PATH. 7. DRY UTILITY CONDUIT TO BE COORDINATED WITH UTILITY PROVIDERS PRIOR TO STREET CONSTRUCTION. NOTES: PROPOSED FIRE SERVICE F PROPOSED ELECTRIC E T PROPOSED TRANSFORMER PROPOSED WATER METER PROPOSED ELECTRIC VAULTS VAULT MATCHLINE-SEE SHEET C304 C303 C304 C305 C306 C307 C308 C309 C310 C311 C312 UTILITY PLAN C308 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R NORTH E E E E E E E FO T T T T T T T T T T T T T T T T T T T T T G G G G G G G G G G G G G G G G G G G G G G FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO W W W W W W W W W W W W W W W W W W W W W W X X X X X / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / EXISTING 20' UTILITY EASEMENT EXISTING 20' UTILITY EASEMENT 100.00 LF 6" PVC @ 1.00% 94.22 LF 6" PVC @ 1.00% SSCO B4 SSCO B5 6" SANITARY SERVICE 20' UTILITY EASEMENT PER KITCHELL SUBDIVISION REC. NO. 90016150 52' EOP-EOP PER OFFSITE ROADWAY IMPROVEMENTS 140'' ROW 30' - 8' SIDEWALK 8' SIDEWALK PROPOSED ELECTRIC PROPOSED GAS PROPOSED CULVERT 8' SIDEWALK 8' SIDEWALK 30' EMERGENCY ACCESS EASEMENT 15' UTILITY EASEMENT 15' UTILITY EASEMENT EXISTING 8" WATER 8''x6" SWIVEL TEE w/TB & 6" GV (W) N:124842.33 E:221153.53 FIRE HYDRANT N:124842.52 E:221081.85 PROPOSED STORM DRAIN PROPOSED STORM DRAIN PROPOSED CULVERT PROPOSED CULVERT 4" FIRE SERVICE EXISTING BOXELDER SANITATION EASEMENT (WIDTH VARIES) EXISTING 12" SANITARY SEWER 1" WATER SERVICE DESCRIPTION DATE E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com A of 48 SHEET INFORMATION PROJECT INFORMATION PROJECT PHASE SEAL ARCHITECT ISSUE DATE: PROJECT #: CONSULTANT T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com ARCHITECTS REVISIONS: 100-024 POUDRE SCHOOL DISTRICT DESIGN DEVELOPMENT - 10/09/19 PROSPECT ROAD & MAIN STREET FORT COLLINS, CO B C D 5 4 3 2 1 Not For Construction PSD MIDDLE SCHOOL HIGH SCHOOL # 2 KEYMAP P P C.O. 5 4 3 2 1 G G 3 4 0 1 2 G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 G 1 2 3 4 5 4 3 2 1 0 G G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 / / / / / / / / / / / / / / / / / / / / / / / / PROSPECT RD MAIN STREET TRIC MATCHLINE-SEE SHEET C311 ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: W G T E EXISTING STORM SEWER EXISTING ELECTRIC EXISTING TELEPHONE EXISTING GAS EXISTING ELECTRIC METER EXISTING WATER METER EXISTING IRRIGATION BOX EXISTING POWER POLE EXISTING GAS METER EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED LIGHT POLE PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOTLINE EASEMENT LINE CONTROL IRR PROPERTY BOUNDARY S PROPOSED SEWER SERVICE W PROPOSED RESIDENTIAL WATER SERVICE PROPOSED GAS G 1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2. ALL WATER CONSTRUCTION SHALL BE PER THE EAST LARIMER COUNTY WATER DISTRICT CONSTRUCTION STANDARDS, LATEST EDITION. 3. ALL SANITARY SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT CONSTRUCTION STANDARDS, LATEST EDITION. 4. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES. 5. ALL WATER FITTINGS AND VALVES, EXCLUDING WATER METERS, ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 6. ROTATE ALL SANITARY MANHOLE LIDS TO LIE OUTSIDE OF THE WHEEL PATH. 7. DRY UTILITY CONDUIT TO BE COORDINATED WITH UTILITY PROVIDERS PRIOR TO STREET CONSTRUCTION. NOTES: PROPOSED FIRE SERVICE F PROPOSED ELECTRIC E T PROPOSED TRANSFORMER PROPOSED WATER METER PROPOSED ELECTRIC VAULTS VAULT C303 C304 C305 C306 C307 C308 C309 C310 C311 C312 MATCHLINE-SEE SHEET C306 UTILITY PLAN C307 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R NORTH FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com A of 48 SHEET INFORMATION PROJECT INFORMATION PROJECT PHASE SEAL ARCHITECT ISSUE DATE: PROJECT #: CONSULTANT T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com ARCHITECTS REVISIONS: 100-024 POUDRE SCHOOL DISTRICT DESIGN DEVELOPMENT - 10/09/19 PROSPECT ROAD & MAIN STREET FORT COLLINS, CO B C D 5 4 3 2 1 Not For Construction PSD MIDDLE SCHOOL HIGH SCHOOL # 2 KEYMAP P P C.O. 5 4 3 2 1 G G 3 4 0 1 2 G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 G 1 2 3 4 5 4 3 2 1 0 G G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 / / / / / / / / / / / / / / / / / / / / / / / / PROSPECT RD MAIN STREET TRIC MATCHLINE-SEE SHEET C307 ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: W G T E EXISTING STORM SEWER EXISTING ELECTRIC EXISTING TELEPHONE EXISTING GAS EXISTING ELECTRIC METER EXISTING WATER METER EXISTING IRRIGATION BOX EXISTING POWER POLE EXISTING GAS METER EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED LIGHT POLE PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOTLINE EASEMENT LINE CONTROL IRR PROPERTY BOUNDARY S PROPOSED SEWER SERVICE W PROPOSED RESIDENTIAL WATER SERVICE PROPOSED GAS G 1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2. ALL WATER CONSTRUCTION SHALL BE PER THE EAST LARIMER COUNTY WATER DISTRICT CONSTRUCTION STANDARDS, LATEST EDITION. 3. ALL SANITARY SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT CONSTRUCTION STANDARDS, LATEST EDITION. 4. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES. 5. ALL WATER FITTINGS AND VALVES, EXCLUDING WATER METERS, ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 6. ROTATE ALL SANITARY MANHOLE LIDS TO LIE OUTSIDE OF THE WHEEL PATH. 7. DRY UTILITY CONDUIT TO BE COORDINATED WITH UTILITY PROVIDERS PRIOR TO STREET CONSTRUCTION. NOTES: PROPOSED FIRE SERVICE F PROPOSED ELECTRIC E T PROPOSED TRANSFORMER PROPOSED WATER METER PROPOSED ELECTRIC VAULTS VAULT C303 C304 C305 C306 C307 C308 C309 C310 C311 C312 MATCHLINE-SEE SHEET C305 MATCHLINE-SEE SHEET C310 UTILITY PLAN C306 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R 12.75' SIDEWALK 8' SIDEWALK 12' SIDEWALK NORTH FIRE HYDRANT N:124676.91 E:218916.96 SANITARY SERVICE GREASE TRAP 20' UTILITY EASEMENT PER KITCHELL SUBDIVISION REC. NO. 90016150 26' - 26' EMERGENCY ACCESS EASEMENT 30' ELCO WATER EASEMENT 26' EMERGENCY ACCESS EASEMENT 141 .1 9 L F 8 " PV C R = 3 0 0 . 00 ' 210.87 LF 8" PVC N26°58'45"E 5.67 LF 8" PVC N26°58'45"E 86.73 LF 8" PVC N26°58'45"E C 8''x6" SWIVEL TEE w/TB & 6" GV (W) N:124160.19 E:219249.05 4" WATER SERVICE N:124165.24 E:219251.62 30' ELCO WATER EASEMENT 24' EMERGENCY ACCESS EASEMENT WEST WELL PUMP BUILDING PROPOSED ELECTRIC PROPOSED GAS 12' SIDEWALK 9.5' SIDEWALK 8' SIDEWALK 10' SIDEWALK 8' SIDEWALK 30' ELCO WATER EASEMENT 24' EMERGENCY ACCESS EASEMENT 8' SIDEWALK 9' SIDEWALK 9' SIDEWALK PROPOSED 2' PROPOSED 2' CONCRETE PAN SIDEWALK CHASE PROPOSED 2' CONCRETE PAN 4" WATER SERVICE & METER PROPOSED 2' SIDEWALK CHASE PROPOSED STORM DRAIN PROPOSED STORM DRAIN PROPOSED STORM DRAIN PROPOSED STORM DRAIN PROPOSED STORM DRAIN 6" FIRE SERVICE DESCRIPTION DATE E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com A of 48 SHEET INFORMATION PROJECT INFORMATION PROJECT PHASE SEAL ARCHITECT ISSUE DATE: PROJECT #: CONSULTANT T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com ARCHITECTS REVISIONS: 100-024 POUDRE SCHOOL DISTRICT DESIGN DEVELOPMENT - 10/09/19 PROSPECT ROAD & MAIN STREET FORT COLLINS, CO B C D 5 4 3 2 1 Not For Construction PSD MIDDLE SCHOOL HIGH SCHOOL # 2 KEYMAP P P C.O. 5 4 3 2 1 G G 3 4 0 1 2 G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 G 1 2 3 4 5 4 3 2 1 0 G G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 / / / / / / / / / / / / / / / / / / / / / / / / PROSPECT RD MAIN STREET TRIC MATCHLINE-SEE SHEET C306 ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: W G T E EXISTING STORM SEWER EXISTING ELECTRIC EXISTING TELEPHONE EXISTING GAS EXISTING ELECTRIC METER EXISTING WATER METER EXISTING IRRIGATION BOX EXISTING POWER POLE EXISTING GAS METER EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED LIGHT POLE PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOTLINE EASEMENT LINE CONTROL IRR PROPERTY BOUNDARY S PROPOSED SEWER SERVICE W PROPOSED RESIDENTIAL WATER SERVICE PROPOSED GAS G 1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2. ALL WATER CONSTRUCTION SHALL BE PER THE EAST LARIMER COUNTY WATER DISTRICT CONSTRUCTION STANDARDS, LATEST EDITION. 3. ALL SANITARY SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT CONSTRUCTION STANDARDS, LATEST EDITION. 4. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES. 5. ALL WATER FITTINGS AND VALVES, EXCLUDING WATER METERS, ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 6. ROTATE ALL SANITARY MANHOLE LIDS TO LIE OUTSIDE OF THE WHEEL PATH. 7. DRY UTILITY CONDUIT TO BE COORDINATED WITH UTILITY PROVIDERS PRIOR TO STREET CONSTRUCTION. NOTES: PROPOSED FIRE SERVICE F PROPOSED ELECTRIC E T PROPOSED TRANSFORMER PROPOSED WATER METER PROPOSED ELECTRIC VAULTS VAULT C303 C304 C305 C306 C307 C308 C309 C310 C311 C312 MATCHLINE-SEE SHEET C304 MATCHLINE-SEE SHEET C309 UTILITY PLAN C305 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R NORTH E E E E E E E E E E E G W F F W G G G G G G G G G G E E E E E E E E E E E G G G G G G G G G G G 6" W 6" W SCHMIDTKE GREGG S 4607 KITCHELL WAY WHITE ERIC S. CW SUBTRUST 1100 SE FRONTAGE RD W W W W 91.90 LF 12" PVC N54°58'16"W 1 9 8 . 6 5 L F 12 " P V C R = 20 7 . 0 0 ' 579.61 LF 12" PVC N00°00'51"E 274.61 LF 12" PVC S89°53'23"E 367.06 LF 12" PVC S89°53'23"E 12''x12'' TEE w/TB 1- 12" BFV (N) 1 - 12"-8" REDUCER (E) 1 - 8" GV (E) N:124867.51 E:218473.14 EXISTING 20' UTILITY EASEMENT 12''x6" SWIVEL TEE w/TB & 6" GV (S) N:124868.22 E:218106.08 FIRE HYDRANT N:124858.14 E:218106.08 90° BEND w/TB N:124868.75 E:217831.48 BEGIN HORZ. DEFLECTION N:124289.14 E:217831.33 END HORZ. DEFLECTION N:124119.59 E:217919.52 40.54 LF 8" PVC S89°59'09"E 90° BEND w/TB & 1-8" GV (E) N:124716.01 E:218497.44 6" SANITARY SERVICE 6" SANITARY SERVICE 2.5" WATER SERVICE 3" SANITARY SERVICE SANITARY SERVICE 4" SANITARY SERVICE 2.5" WATER SERVICE SSMH A5 SSMH A4 410.32 LF 8" PVC @ 0.50% 321.39 LF 8" PVC @ 0.50% 397.62 LF 8" PVC @ 0.50% 41' - 41' - 26' - 25' EOP-FL 26' - 26' - 8''x6" SWIVEL TEE w/TB & 6" GV (S) N:124716.00 E:218537.98 FIRE HYDRANT N:124675.92 E:218537.97 146.45 LF 8" PVC S00°00'51"W 7.09 LF 8" PVC S44°59'09"E 19.32 LF 8" PVC S89°53'23"E 45° BEND w/TB N:124862.46 E:218497.47 45° BEND w/TB N:124867.48 E:218492.46 FIRE HYDRANT N:124203.50 E:218521.24 3" FIRE SERVICE SANITARY SERVICE 26' - 3" FIRE SERVICE 24' - PROPOSED ELECTRIC PROPOSED GAS PROPOSED GAS LINE PROPOSED ELECTRIC LINE 8' SIDEWALK 8' SIDEWALK 8' SIDEWALK 8' SIDEWALK 8' SIDEWALK 8' SIDEWALK 2.5" WATER SERVICE 3" FIRE SERVICE 26' EMERGENCY ACCESS EASEMENT 20' BOXELDER SANITARY EASEMENT 30' ELCO WATER EASEMENT 30' ELCO WATER EASEMENT 26' EMERGENCY ACCESS EASEMENT 26' EMERGENCY ACCESS EASEMENT 20' BOXELDER SANITARY EASEMENT 8''x6" SWIVEL TEE w/TB & 6" GV (E) N:124428.40 E:217831.37 30' ELCO WATER EASTMENT PROPOSED ELECTRIC PROPOSED GAS 26' EMERGENCY ACCESS EASEMENT SANITARY LINE A SEE SHEET C314 STORM DRAIN PROPOSED 2' CONCRETE PAN 3" WATER METER VAULT PROPOSED STORM DRAIN PROPOSED STORM DRAIN PROPOSED STORM DRAIN PROPOSED STORM DRAIN 3" FIRE SERVICE PROPOSED CULVERT DESCRIPTION DATE E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com A of 48 SHEET INFORMATION PROJECT INFORMATION PROJECT PHASE SEAL ARCHITECT ISSUE DATE: PROJECT #: CONSULTANT T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com ARCHITECTS REVISIONS: 100-024 POUDRE SCHOOL DISTRICT DESIGN DEVELOPMENT - 10/09/19 PROSPECT ROAD & MAIN STREET FORT COLLINS, CO B C D 5 4 3 2 1 Not For Construction PSD MIDDLE SCHOOL HIGH SCHOOL # 2 KEYMAP P P C.O. 5 4 3 2 1 G G 3 4 0 1 2 G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 G 1 2 3 4 5 4 3 2 1 0 G G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 / / / / / / / / / / / / / / / / / / / / / / / / PROSPECT RD MAIN STREET TRIC MATCHLINE-SEE SHEET C305 ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: W G T E EXISTING STORM SEWER EXISTING ELECTRIC EXISTING TELEPHONE EXISTING GAS EXISTING ELECTRIC METER EXISTING WATER METER EXISTING IRRIGATION BOX EXISTING POWER POLE EXISTING GAS METER EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED LIGHT POLE PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOTLINE EASEMENT LINE CONTROL IRR PROPERTY BOUNDARY S PROPOSED SEWER SERVICE W PROPOSED RESIDENTIAL WATER SERVICE PROPOSED GAS G 1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2. ALL WATER CONSTRUCTION SHALL BE PER THE EAST LARIMER COUNTY WATER DISTRICT CONSTRUCTION STANDARDS, LATEST EDITION. 3. ALL SANITARY SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT CONSTRUCTION STANDARDS, LATEST EDITION. 4. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES. 5. ALL WATER FITTINGS AND VALVES, EXCLUDING WATER METERS, ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 6. ROTATE ALL SANITARY MANHOLE LIDS TO LIE OUTSIDE OF THE WHEEL PATH. 7. DRY UTILITY CONDUIT TO BE COORDINATED WITH UTILITY PROVIDERS PRIOR TO STREET CONSTRUCTION. NOTES: PROPOSED FIRE SERVICE F PROPOSED ELECTRIC E T PROPOSED TRANSFORMER PROPOSED WATER METER PROPOSED ELECTRIC VAULTS VAULT C303 C304 C305 C306 C307 C308 C309 C310 C311 C312 MATCHLINE-SEE SHEET C303 MATCHLINE-SEE SHEET C308 UTILITY PLAN C304 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R MATCHLINE-SEE SHEET C312 NORTH 8 .6 5 L F 12 " P V C R = 2 07 . 0 0 ' 579.61 LF 12" PVC N00°00'51"E 90° BEND w/TB N:124868.75 E:217831.48 BEGIN HORZ. DEFLECTION N:124289.14 E:217831.33 END HORZ. DEFLECTION N:124119.59 E:217919.52 SSMH A2-3 SSMH A2-4 397.62 LF 8" PVC @ 0.50% 244.12 LF 8" PVC @ 0.50% 500' USE RESTRICTION LINE TO SUBSERVIANT PROPERTIES REC. NO. 99062751 TIMNATH RESERVOIR INLET CANAL 26' - 26' - SANITARY SERVICE 8''x6" SWIVEL TEE w/TB & 6" GV (E) N:124428.40 E:217831.37 30' ELCO WATER EASTMENT PROPOSED ELECTRIC PROPOSED GAS 26' EMERGENCY ACCESS EASEMENT 20' BOXELDER SANITARY EASEMENT SANITARY LINE A2 SEE SHEET C316 EXISTING 60" WATERLINE (CITY OF GREELEY) FUTURE CARRIAGE PARKWAY PROPOSED CULVERT DESCRIPTION DATE E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com A of 48 SHEET INFORMATION PROJECT INFORMATION PROJECT PHASE SEAL ARCHITECT ISSUE DATE: PROJECT #: CONSULTANT T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com ARCHITECTS REVISIONS: 100-024 POUDRE SCHOOL DISTRICT DESIGN DEVELOPMENT - 10/09/19 PROSPECT ROAD & MAIN STREET FORT COLLINS, CO B C D 5 4 3 2 1 Not For Construction PSD MIDDLE SCHOOL HIGH SCHOOL # 2 KEYMAP P P C.O. 5 4 3 2 1 G G 3 4 0 1 2 G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 G 1 2 3 4 5 4 3 2 1 0 G G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 / / / / / / / / / / / / / / / / / / / / / / / / PROSPECT RD MAIN STREET TRIC UTILITY PLAN C303 MATCHLINE-SEE SHEET C304 ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: W G T E EXISTING STORM SEWER EXISTING ELECTRIC EXISTING TELEPHONE EXISTING GAS EXISTING ELECTRIC METER EXISTING WATER METER EXISTING IRRIGATION BOX EXISTING POWER POLE EXISTING GAS METER EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED LIGHT POLE PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOTLINE EASEMENT LINE CONTROL IRR PROPERTY BOUNDARY S PROPOSED SEWER SERVICE W PROPOSED RESIDENTIAL WATER SERVICE PROPOSED GAS G 1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2. ALL WATER CONSTRUCTION SHALL BE PER THE EAST LARIMER COUNTY WATER DISTRICT CONSTRUCTION STANDARDS, LATEST EDITION. 3. ALL SANITARY SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT CONSTRUCTION STANDARDS, LATEST EDITION. 4. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES. 5. ALL WATER FITTINGS AND VALVES, EXCLUDING WATER METERS, ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 6. ROTATE ALL SANITARY MANHOLE LIDS TO LIE OUTSIDE OF THE WHEEL PATH. 7. DRY UTILITY CONDUIT TO BE COORDINATED WITH UTILITY PROVIDERS PRIOR TO STREET CONSTRUCTION. NOTES: PROPOSED FIRE SERVICE F PROPOSED ELECTRIC E T PROPOSED TRANSFORMER PROPOSED WATER METER PROPOSED ELECTRIC VAULTS VAULT C303 C304 C305 C306 C307 C308 C309 C310 C311 C312 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R NORTH G X X X CTV SS SS SS SS SS SS SS SS SS OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU B M S S S C C GAS C C WV WV C C WV B M X X X T SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS B M H2O WV WV W S O W MH F.O. S C.O. S S VAULT F.O. VAULT VAULT CABLE F.O. C CABLE CABLE CABLE TELE GAS VAULT CABLE F.O. F.O. F.O. F.O. F.O. F.O. VAULT CABLE F.O. F.O. S S SD SD SD SD SD SD SD SD SD SD SD SD SD SD C.O. S S FO FO E E E E E E E E E E E E E E E E E E E E FO FO T T T T T T T T T T T T T T T T T T T T T T T FO FO FO FO FO FO FO FO G G G G G G G G G G G G G G G G G G G G G FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO CTV CTV CTV CTV CTV CTV T T T T T T T T G G G G G G MH W W W W W W W W W W W W W W W W W OHE OHE OHE OHE OHE OHE OHE OHE W W W W W W OHE OHE X X X OHU OHU W V W W W W W W W S F G G G G G G G G G G G E E E E E E E E E E E E W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W W W W W W W MAIN STREET PROSPECT ROAD 20' UTILITY EASEMENT PER KITCHELL SUBDIVISION REC. NO. 90016150 EXISTING 15" PVC SANITARY SEWER (BOXELDER) PROPOSED FIRE HYDRANT HEBBELN JAMES E/DEBRA S 1647 ENCHANTMENT DR PROPOSED 2' CONCRETE PAN 30' BOXELDER SANITATION DISTRICT UTILITY EASEMENT 30' EMERGENCY ACCESS EASEMENT CARRIAGE ROAD TIMNATH RESERVOIR INLET CANAL PROPOSED OUTLET STRUCTURE PROPOSED OUTLET STRUCTURE PROPOSED CULVERT TRACT B SERRATOGA FALLS 2ND FILING PROPOSED 2' CONCRETE PAN EXISTING BOXELDER SANITATION EASEMENT (WIDTH VARIES) EXSTING 8" WATER EXSTING 12" PVC SANITARY SEWER (BOXELDER) PROPOSED FIRE SERVICE PROPOSED WATER SERVICE PROPOSED SANITARY SERVICE PROPOSED CULVERT PROPOSED 12" WATERLINE SEE OFFSITE SHEETS FOR DESIGN INFORMATION 98'' ROW PROPOSED STORM DRAIN PROPOSED STORM DRAIN PROPOSED STORM DRAIN DESCRIPTION DATE E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com A of 48 SHEET INFORMATION PROJECT INFORMATION PROJECT PHASE SEAL ARCHITECT ISSUE DATE: PROJECT #: CONSULTANT T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com ARCHITECTS REVISIONS: 100-024 POUDRE SCHOOL DISTRICT DESIGN DEVELOPMENT - 10/09/19 PROSPECT ROAD & MAIN STREET FORT COLLINS, CO B C D 5 4 3 2 1 Not For Construction PSD MIDDLE SCHOOL HIGH SCHOOL # 2 KEYMAP P P C.O. 5 4 3 2 1 G G 3 4 0 1 2 G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 G 1 2 3 4 5 4 3 2 1 0 G G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 / / / / / / / / / / / / / / / / / / / / / / / / PROSPECT RD MAIN STREET TRIC OVERALL UTILITY PLAN C302 MATCHLINE-SEE SHEET C301 C300 C301 C302 ( IN FEET ) 0 1 INCH = 80 FEET 80 80 160 240 EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: W G T E EXISTING STORM SEWER EXISTING ELECTRIC EXISTING TELEPHONE EXISTING GAS EXISTING ELECTRIC METER EXISTING WATER METER EXISTING IRRIGATION BOX EXISTING POWER POLE EXISTING GAS METER EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED LIGHT POLE PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOTLINE EASEMENT LINE CONTROL IRR PROPERTY BOUNDARY S PROPOSED SEWER SERVICE W PROPOSED RESIDENTIAL WATER SERVICE PROPOSED GAS G 1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2. ALL WATER CONSTRUCTION SHALL BE PER THE EAST LARIMER COUNTY WATER DISTRICT CONSTRUCTION STANDARDS, LATEST EDITION. 3. ALL SANITARY SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT CONSTRUCTION STANDARDS, LATEST EDITION. 4. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES. 5. ALL WATER FITTINGS AND VALVES, EXCLUDING WATER METERS, ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 6. ROTATE ALL SANITARY MANHOLE LIDS TO LIE OUTSIDE OF THE WHEEL PATH. 7. DRY UTILITY CONDUIT TO BE COORDINATED WITH UTILITY PROVIDERS PRIOR TO STREET CONSTRUCTION. NOTES: PROPOSED FIRE SERVICE F PROPOSED ELECTRIC E T PROPOSED TRANSFORMER PROPOSED WATER METER PROPOSED ELECTRIC VAULTS VAULT CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R NORTH SS SS SS SS SS SS SS SS SS SS SS SS OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU S S S S S S H2O H2O W S MM C W M CABLE CABLE CABLE CABLE CABLE VAULT CABLE CABLE M CABLE C WV MH X X X X X X X X G G G G G G G G G G G G G G G G G G G G G G G E E E E E E E E E E E E E E E E E E E E E E E E E E F W G G G G S S 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W PROSPECT ROAD PROPOSED 8" WATERLINE PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED 8" WATERLINE PROPOSED 8" WATERLINE PROPOSED 2' CONCRETE PAN TIE TO EXISTING SANITARY EXISTING 15" PVC SANITARY SEWER (BOXELDER) PROPOSED 42" RCP EQUALIZER PIPE PROPOSED 54" RCP EQUALIZER PIPE PROPOSED 2' CONCRETE PAN PROPOSED 36" RCP STORM DRAIN & EQUALIZER PIPE 30' BOXELDER SANITATION DISTRICT UTILITY EASEMENT 20' UTILITY EASEMENT PER KITCHELL SUBDIVISION REC. NO. 90016150 107'' ROW 30' BOXELDER SANITATION DISTRICT UTILITY EASEMENT 26' EMERGENCY ACCESS EASEMENT 30' ELCO WATER EASEMENT 26' EMERGENCY ACCESS EASEMENT 26' EMERGENCY ACCESS EASEMENT 24' EMERGENCY ACCESS EASTMENT 24' EMERGENCY ACCESS EASTMENT 64' EMERGENCY ACCESS EASTMENT 30' ELCO WATERLINE EASEMENT 30' ELCO WATER EASEMENT 24' EMERGENCY ACCESS EASEMENT 30' ELCO WATER LINE EASEMENT MEADOWAIRE DRIVE TIMNATH RESERVOIR INLET CANAL PROPOSED OUTLET STRUCTURE PROPOSED 2' CONCRETE PAN PROPOSED 2' CONCRETE PAN PROPOSED 2' CONCRETE PAN DRAINAGE EASEMENT DRAINAGE EASEMENT PROPOSED OUTLET STRUCTURE PROPOSED OUTLET STRUCTURE PROPOSED FILTER BUILDING PROPOSED WEST WELL PUMP BUILDING PROPOSED STORM DRAIN PROPOSED SANITARY SERVICE & GREASE TRAP PROPOSED FIRE SERVICE PROPOSED WATER SERVICE PROPOSED 12" WATERLINE SEE OFFSITE SHEETS FOR DESIGN INFORMATION PROPOSED STORM DRAIN PROPOSED STORM DRAIN DESCRIPTION DATE E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com A of 48 SHEET INFORMATION PROJECT INFORMATION PROJECT PHASE SEAL ARCHITECT ISSUE DATE: PROJECT #: CONSULTANT T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com ARCHITECTS REVISIONS: 100-024 POUDRE SCHOOL DISTRICT DESIGN DEVELOPMENT - 10/09/19 PROSPECT ROAD & MAIN STREET FORT COLLINS, CO B C D 5 4 3 2 1 Not For Construction PSD MIDDLE SCHOOL HIGH SCHOOL # 2 KEYMAP P P C.O. 5 4 3 2 1 G G 3 4 0 1 2 G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 G 1 2 3 4 5 4 3 2 1 0 G G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 / / / / / / / / / / / / / / / / / / / / / / / / PROSPECT RD MAIN STREET TRIC MATCHLINE-SEE SHEET C302 MATCHLINE-SEE SHEET C300 C300 C301 C302 ( IN FEET ) 0 1 INCH = 80 FEET 80 80 160 240 OVERALL UTILITY PLAN C301 EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: W G T E EXISTING STORM SEWER EXISTING ELECTRIC EXISTING TELEPHONE EXISTING GAS EXISTING ELECTRIC METER EXISTING WATER METER EXISTING IRRIGATION BOX EXISTING POWER POLE EXISTING GAS METER EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED LIGHT POLE PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOTLINE EASEMENT LINE CONTROL IRR PROPERTY BOUNDARY S PROPOSED SEWER SERVICE W PROPOSED RESIDENTIAL WATER SERVICE PROPOSED GAS G 1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2. ALL WATER CONSTRUCTION SHALL BE PER THE EAST LARIMER COUNTY WATER DISTRICT CONSTRUCTION STANDARDS, LATEST EDITION. 3. ALL SANITARY SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT CONSTRUCTION STANDARDS, LATEST EDITION. 4. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES. 5. ALL WATER FITTINGS AND VALVES, EXCLUDING WATER METERS, ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 6. ROTATE ALL SANITARY MANHOLE LIDS TO LIE OUTSIDE OF THE WHEEL PATH. 7. DRY UTILITY CONDUIT TO BE COORDINATED WITH UTILITY PROVIDERS PRIOR TO STREET CONSTRUCTION. NOTES: PROPOSED FIRE SERVICE F PROPOSED ELECTRIC E T PROPOSED TRANSFORMER PROPOSED WATER METER PROPOSED ELECTRIC VAULTS VAULT CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R NORTH CABLE C M W W CC E C M M CABLE H2O W W W W W W W W W W W W W W W W W W W W / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / 12" W 12" W 12" W 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS G G G G G G G G G G G G G G G G E E E E E E E E E E E E E E E E 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS S S S G G G G G G G G G G G E E E E E E E E E E E G G G E E E W F S 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W F S F E E E E E 12" W 12" W 12" W 12" W W F F W G G G G G G G G G G E E G E E E E E E E E E E G G G G G 6" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED 12" WATERLINE SEE SHEET C312 PROPOSED 12" WATERLINE SEE OFFSITE SHEETS FOR DESIGN INFORMATION PROSPECT ROAD PROPOSED 8" SANITARY SEWER PROPOSED 8" SANITARY SEWER PROPOSED 12" WATERLINE PROPOSED 12" WATERLINE PROPOSED 12" WATERLINE PROPOSED 8" WATERLINE TIE TO EXISTING SANITARY PROPOSED 36" RCP STORM DRAIN & EQUALIZER PIPE PROPOSED 2' CONCRETE PAN 40' CITY OF GREELEY WATER EASEMENT REC. NO. 2006-0079451 88' ROW 50'' STRIP OF LAND DESCRIBED IN WARRANTY DEED, BOOK 531, PAGE 759 20' BOXELDER SANITARY EASEMENT 26' EMERGENCY ACCESS EASEMENT 26' EMERGENCY ACCESS EASEMENT 20' BOXELDER SANITARY EASEMENT 30' ELCO WATER EASEMENT 30' ELCO WATER EASEMENT 26' EMERGENCY ACCESS EASEMENT 20' BOXELDER SANITARY EASEMENT 30' BOXELDER SANITARY EASEMENT 20' BOXELDER SANITARY EASEMENT 30' ELCO WATER EASEMENT 30' ELCO WATER EASTMENT 26' EMERGENCY ACCESS EASEMENT 20' BOXELDER SANITARY EASEMENT 30' ELCO WATER EASEMENT 30' EMERGENCY ACCESS EASEMENT PROPOSED WATER SERVICE PROPOSED FIRE SERVICE PROPOSED SANITARY SERVICE PROPOSED WATER SERVICE PROPOSED FIRE SERVICE PROPOSED SANITARY SERVICE PROPOSED SANITARY SERVICE PROPOSED FIRE SERVICE PROPOSED WATER SERVICE PROPOSED STORM DRAIN PROPOSED STORM DRAIN FUTURE CARRIAGE PARKWAY DRAINAGE EASEMENT TIMNATH RESERVOIR INLET CANAL EXISTING 60" WATERLINE (CITY OF GREELEY) 2 - 6'x6' RCBC (TIMNATH RESERVOIR INLET CANAL) PROPOSED STORM DRAIN PROPOSED SANITARY SERVICE PROPOSED FIRE SERVICE PROPOSED SANITARY SERVICE DESCRIPTION DATE E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com A of 48 SHEET INFORMATION PROJECT INFORMATION PROJECT PHASE SEAL ARCHITECT ISSUE DATE: PROJECT #: CONSULTANT T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com ARCHITECTS REVISIONS: 100-024 POUDRE SCHOOL DISTRICT DESIGN DEVELOPMENT - 10/09/19 PROSPECT ROAD & MAIN STREET FORT COLLINS, CO B C D 5 4 3 2 1 Not For Construction PSD MIDDLE SCHOOL HIGH SCHOOL # 2 KEYMAP P P C.O. 5 4 3 2 1 G G 3 4 0 1 2 G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 G 1 2 3 4 5 4 3 2 1 0 G G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 / / / / / / / / / / / / / / / / / / / / / / / / PROSPECT RD MAIN STREET TRIC MATCHLINE-SEE SHEET C301 C300 C301 C302 ( IN FEET ) 0 1 INCH = 80 FEET 80 80 160 240 OVERALL UTILITY PLAN C300 EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: W G T E EXISTING STORM SEWER EXISTING ELECTRIC EXISTING TELEPHONE EXISTING GAS EXISTING ELECTRIC METER EXISTING WATER METER EXISTING IRRIGATION BOX EXISTING POWER POLE EXISTING GAS METER EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED LIGHT POLE PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOTLINE EASEMENT LINE CONTROL IRR PROPERTY BOUNDARY S PROPOSED SEWER SERVICE W PROPOSED RESIDENTIAL WATER SERVICE PROPOSED GAS G 1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2. ALL WATER CONSTRUCTION SHALL BE PER THE EAST LARIMER COUNTY WATER DISTRICT CONSTRUCTION STANDARDS, LATEST EDITION. 3. ALL SANITARY SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT CONSTRUCTION STANDARDS, LATEST EDITION. 4. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES. 5. ALL WATER FITTINGS AND VALVES, EXCLUDING WATER METERS, ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 6. ROTATE ALL SANITARY MANHOLE LIDS TO LIE OUTSIDE OF THE WHEEL PATH. 7. DRY UTILITY CONDUIT TO BE COORDINATED WITH UTILITY PROVIDERS PRIOR TO STREET CONSTRUCTION. NOTES: PROPOSED FIRE SERVICE F PROPOSED ELECTRIC E T PROPOSED TRANSFORMER PROPOSED WATER METER PROPOSED ELECTRIC VAULTS VAULT CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R NORTH EASEMENT 140'' ROW 98' ROW 30'' BOXELDER SANITATION DISTRICT UTILITY EASEMENT PROSPECT ROAD MAIN STREET 60' -EOP 2' CONCRETE PAN 140' ROW 64' EOP-EOP FENCE (RE: LANDSCAPE) TIMNATH RESERVOIR INLET CANAL 8' SIDEWALK DESCRIPTION DATE E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com A of 48 SHEET INFORMATION PROJECT INFORMATION PROJECT PHASE SEAL ARCHITECT ISSUE DATE: PROJECT #: CONSULTANT T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com ARCHITECTS REVISIONS: 100-024 POUDRE SCHOOL DISTRICT DESIGN DEVELOPMENT - 10/09/19 PROSPECT ROAD & MAIN STREET FORT COLLINS, CO B C D 5 4 3 2 1 Not For Construction PSD MIDDLE SCHOOL HIGH SCHOOL # 2 KEYMAP P P C.O. 5 4 3 2 1 G G 3 4 0 1 2 G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 G 1 2 3 4 5 4 3 2 1 0 G G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 / / / / / / / / / / / / / / / / / / / / / / / / PROSPECT RD MAIN STREET TRIC MATCHLINE-SEE SHEET C207 ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 C201 C202 C203 C204 C205 C206 C207 C208 C200 C200 MATCHLINE-SEE SHEET C204 PAVING PLAN C208 1. SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND PAVEMENT SECTIONS. 2. PAVEMENT MARKINGS SHALL BE PER CITY STANDARDS AND PROJECT SPECIFICATION MANUAL. 3. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 4. DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTER THAT ARE DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED IN LIKE KIND AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. THE LIMITS OF THE REPAIRS WILL BE IDENTIFIED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR PRIOR TO, AND OVER THE COURSE OF, THE PROJECT AND WILL NOT BE SHOWN ON THE PLANS. 5. CONTRACTOR SHALL REFER TO, AND COORDINATE WITH, THE APPROVED LANDSCAPE DRAWINGS FOR DETAILED SITE LAYOUT WITHIN THE PASEO AREA. IN ADDITION, THE CONTRACTOR SHALL REFER TO, AND COORDINATE WITH, THE APPROVED LANDSCAPE DRAWINGS FOR ALL HARDSCAPE, LANDSCAPE AND SITE FEATURES SUCH AS BIKE RACKS, BENCHES, TRASH RECEPTACLES, LANDSCAPE ROCK AND MULCH, LANDSCAPE WALL CONSTRUCTION DETAILS, STAIR AND HANDRAIL DETAILS AND SPECIFICATIONS. 6. FOR BUILDING LAYOUTS REFERENCE ARCHITECTURAL PLANS. LAYOUT AND DIMENSION INFORMATION SHOWN REPRESENTS OUTSIDE FACE OF FOUNDATION WALL (NOT STONE VENEER) AND IS SHOWN FOR INFORMATION ONLY. BUILDING POINTS ARE AT CORNERS OF NOMINAL BUILDING FOOTPRINT. CONTRACTOR SHALL CONFIRM ALL BUILDING CORNERS AND STRUCTURAL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO STAKING. 7. CONTRACTOR SHALL REFER TO, AND COORDINATE WITH, THE APPROVED LANDSCAPE & ARCHITECTURAL DRAWINGS FOR STAIR AND HANDRAIL DETAILS AND SPECIFICATIONS. 8. SEE GEOTECHNICAL REPORT FOR SUBGRADE PREPARATION AND PAVEMENT RECOMMENDATIONS. 9. REFER TO THE EROSION CONTROL PLAN AND REPORT FOR TEMPORARY CONTROL MEASURES AND CONSTRUCTION SEQUENCING TO PREVENT SEDIMENT LOADING OF THE DRAINAGE FACILITY DURING CONSTRUCTION. PROPOSED INFLOW CURB & GUTTER EASEMENTS PROPERTY BOUNDARY LOT LINE PROPOSED EDGE OF PAVEMENT PRIVATE CONCRETE FLATWORK PARKING PAVEMENT LEGEND: NOTES: PROPOSED OUTFALL CURB & GUTTER HEAVY DUTY PAVEMENT LOCATION COMPOSITE ASHPALT SECTION (INCHES ASPHALT / INCHES ABC) FULL DEPTH ASPHALT SECTION (INCHES ASPHALT) RIGID PAVEMENT (INCHES PCCP/INCHES ABC) PARKING AREAS 4.0 / 6 5.5 - LIGHT VEHICLE DRIVE LANES 4.5 / 8 6.5 5 / 5 HEAVY VEHIVLE / BUS LANE 5.5 / 8 7.5 6.5 / 6 ABC = AGGERGATE BASE COURSE, PCCP = PORTLAND CEMENT CONCRETE PAVEMENT LIGHT DUTY PAVEMENT PAVING NOTES: 1. ALL SITE GRADING, SUBGRADE PREPARATION AND PAVING SHALL FOLLOW THE GEOTECHNICAL RECOMMENDATIONS CONTAINED IN THE GEOTECHNICAL ENGINEERING REPORT, AND ANY SUBSEQUENT ADDENDA. 2. NOTE THAT THESE PAVING SECTIONS ARE TO BE USED ONLY FOR AREAS OUTSIDE OF PUBLIC RIGHT-OF-WAY. PAVING SECTIONS WITHIN PUBLIC RIGHT-OF-WAY WILL BE REQUIRED BY THE CITY OF FORT COLLINS TO BE PER AN APPROVED PAVEMENT DESIGN REPORT. 3. SEE CDOT STANDARD M-412-1 FOR TYPICAL CONCRETE PAVING JOINT LAYOUT. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R NORTH 2' CONCRETE PAN FENCE (RE: LANDSCAPE) 4' CONCRETE PAN PROSPECT ROAD TIMNATH RESERVOIR INLET CANAL CURB CUT DRAINAGE EASEMENT DESCRIPTION DATE E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com A of 48 SHEET INFORMATION PROJECT INFORMATION PROJECT PHASE SEAL ARCHITECT ISSUE DATE: PROJECT #: CONSULTANT T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com ARCHITECTS REVISIONS: 100-024 POUDRE SCHOOL DISTRICT DESIGN DEVELOPMENT - 10/09/19 PROSPECT ROAD & MAIN STREET FORT COLLINS, CO B C D 5 4 3 2 1 Not For Construction PSD MIDDLE SCHOOL HIGH SCHOOL # 2 KEYMAP P P C.O. 5 4 3 2 1 G G 3 4 0 1 2 G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 G 1 2 3 4 5 4 3 2 1 0 G G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 / / / / / / / / / / / / / / / / / / / / / / / / PROSPECT RD MAIN STREET TRIC MATCHLINE-SEE SHEET C208 ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 MATCHLINE-SEE SHEET C206 MATCHLINE-SEE SHEET C203 C201 C202 C203 C204 C205 C206 C207 C208 C200 C200 PAVING PLAN C207 1. SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND PAVEMENT SECTIONS. 2. PAVEMENT MARKINGS SHALL BE PER CITY STANDARDS AND PROJECT SPECIFICATION MANUAL. 3. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 4. DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTER THAT ARE DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED IN LIKE KIND AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. THE LIMITS OF THE REPAIRS WILL BE IDENTIFIED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR PRIOR TO, AND OVER THE COURSE OF, THE PROJECT AND WILL NOT BE SHOWN ON THE PLANS. 5. CONTRACTOR SHALL REFER TO, AND COORDINATE WITH, THE APPROVED LANDSCAPE DRAWINGS FOR DETAILED SITE LAYOUT WITHIN THE PASEO AREA. IN ADDITION, THE CONTRACTOR SHALL REFER TO, AND COORDINATE WITH, THE APPROVED LANDSCAPE DRAWINGS FOR ALL HARDSCAPE, LANDSCAPE AND SITE FEATURES SUCH AS BIKE RACKS, BENCHES, TRASH RECEPTACLES, LANDSCAPE ROCK AND MULCH, LANDSCAPE WALL CONSTRUCTION DETAILS, STAIR AND HANDRAIL DETAILS AND SPECIFICATIONS. 6. FOR BUILDING LAYOUTS REFERENCE ARCHITECTURAL PLANS. LAYOUT AND DIMENSION INFORMATION SHOWN REPRESENTS OUTSIDE FACE OF FOUNDATION WALL (NOT STONE VENEER) AND IS SHOWN FOR INFORMATION ONLY. BUILDING POINTS ARE AT CORNERS OF NOMINAL BUILDING FOOTPRINT. CONTRACTOR SHALL CONFIRM ALL BUILDING CORNERS AND STRUCTURAL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO STAKING. 7. CONTRACTOR SHALL REFER TO, AND COORDINATE WITH, THE APPROVED LANDSCAPE & ARCHITECTURAL DRAWINGS FOR STAIR AND HANDRAIL DETAILS AND SPECIFICATIONS. 8. SEE GEOTECHNICAL REPORT FOR SUBGRADE PREPARATION AND PAVEMENT RECOMMENDATIONS. 9. REFER TO THE EROSION CONTROL PLAN AND REPORT FOR TEMPORARY CONTROL MEASURES AND CONSTRUCTION SEQUENCING TO PREVENT SEDIMENT LOADING OF THE DRAINAGE FACILITY DURING CONSTRUCTION. PROPOSED INFLOW CURB & GUTTER EASEMENTS PROPERTY BOUNDARY LOT LINE PROPOSED EDGE OF PAVEMENT PRIVATE CONCRETE FLATWORK PARKING PAVEMENT LEGEND: NOTES: PROPOSED OUTFALL CURB & GUTTER HEAVY DUTY PAVEMENT LOCATION COMPOSITE ASHPALT SECTION (INCHES ASPHALT / INCHES ABC) FULL DEPTH ASPHALT SECTION (INCHES ASPHALT) RIGID PAVEMENT (INCHES PCCP/INCHES ABC) PARKING AREAS 4.0 / 6 5.5 - LIGHT VEHICLE DRIVE LANES 4.5 / 8 6.5 5 / 5 HEAVY VEHIVLE / BUS LANE 5.5 / 8 7.5 6.5 / 6 ABC = AGGERGATE BASE COURSE, PCCP = PORTLAND CEMENT CONCRETE PAVEMENT LIGHT DUTY PAVEMENT PAVING NOTES: 1. ALL SITE GRADING, SUBGRADE PREPARATION AND PAVING SHALL FOLLOW THE GEOTECHNICAL RECOMMENDATIONS CONTAINED IN THE GEOTECHNICAL ENGINEERING REPORT, AND ANY SUBSEQUENT ADDENDA. 2. NOTE THAT THESE PAVING SECTIONS ARE TO BE USED ONLY FOR AREAS OUTSIDE OF PUBLIC RIGHT-OF-WAY. PAVING SECTIONS WITHIN PUBLIC RIGHT-OF-WAY WILL BE REQUIRED BY THE CITY OF FORT COLLINS TO BE PER AN APPROVED PAVEMENT DESIGN REPORT. 3. SEE CDOT STANDARD M-412-1 FOR TYPICAL CONCRETE PAVING JOINT LAYOUT. TF CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R NORTH PAN 4' CONCRETE PAN 4' CONCRETE PAN 2' CONCRETE PAN 4' CONCRETE PAN DRAINAGE EASEMENT CURB CUTS CURB CUTS DRAINAGE EASEMENT 2' CONCRETE PAN 6' CONCRETE PAN 2' SIDEWALK CHASE 4' CONCRETE PAN 8' SIDEWALK 8' SIDEWALK 8' SIDEWALK PROSPECT ROAD TIMNATH RESERVOIR INLET CANAL CURB CUT CURB CUT DESCRIPTION DATE E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com A of 48 SHEET INFORMATION PROJECT INFORMATION PROJECT PHASE SEAL ARCHITECT ISSUE DATE: PROJECT #: CONSULTANT T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com ARCHITECTS REVISIONS: 100-024 POUDRE SCHOOL DISTRICT DESIGN DEVELOPMENT - 10/09/19 PROSPECT ROAD & MAIN STREET FORT COLLINS, CO B C D 5 4 3 2 1 Not For Construction PSD MIDDLE SCHOOL HIGH SCHOOL # 2 KEYMAP P P C.O. 5 4 3 2 1 G G 3 4 0 1 2 G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 G 1 2 3 4 5 4 3 2 1 0 G G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 / / / / / / / / / / / / / / / / / / / / / / / / PROSPECT RD MAIN STREET TRIC MATCHLINE-SEE SHEET C207 ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 MATCHLINE-SEE SHEET C205 MATCHLINE-SEE SHEET C202 C201 C202 C203 C204 C205 C206 C207 C208 C200 C200 PAVING PLAN C206 1. SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND PAVEMENT SECTIONS. 2. PAVEMENT MARKINGS SHALL BE PER CITY STANDARDS AND PROJECT SPECIFICATION MANUAL. 3. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 4. DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTER THAT ARE DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED IN LIKE KIND AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. THE LIMITS OF THE REPAIRS WILL BE IDENTIFIED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR PRIOR TO, AND OVER THE COURSE OF, THE PROJECT AND WILL NOT BE SHOWN ON THE PLANS. 5. CONTRACTOR SHALL REFER TO, AND COORDINATE WITH, THE APPROVED LANDSCAPE DRAWINGS FOR DETAILED SITE LAYOUT WITHIN THE PASEO AREA. IN ADDITION, THE CONTRACTOR SHALL REFER TO, AND COORDINATE WITH, THE APPROVED LANDSCAPE DRAWINGS FOR ALL HARDSCAPE, LANDSCAPE AND SITE FEATURES SUCH AS BIKE RACKS, BENCHES, TRASH RECEPTACLES, LANDSCAPE ROCK AND MULCH, LANDSCAPE WALL CONSTRUCTION DETAILS, STAIR AND HANDRAIL DETAILS AND SPECIFICATIONS. 6. FOR BUILDING LAYOUTS REFERENCE ARCHITECTURAL PLANS. LAYOUT AND DIMENSION INFORMATION SHOWN REPRESENTS OUTSIDE FACE OF FOUNDATION WALL (NOT STONE VENEER) AND IS SHOWN FOR INFORMATION ONLY. BUILDING POINTS ARE AT CORNERS OF NOMINAL BUILDING FOOTPRINT. CONTRACTOR SHALL CONFIRM ALL BUILDING CORNERS AND STRUCTURAL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO STAKING. 7. CONTRACTOR SHALL REFER TO, AND COORDINATE WITH, THE APPROVED LANDSCAPE & ARCHITECTURAL DRAWINGS FOR STAIR AND HANDRAIL DETAILS AND SPECIFICATIONS. 8. SEE GEOTECHNICAL REPORT FOR SUBGRADE PREPARATION AND PAVEMENT RECOMMENDATIONS. 9. REFER TO THE EROSION CONTROL PLAN AND REPORT FOR TEMPORARY CONTROL MEASURES AND CONSTRUCTION SEQUENCING TO PREVENT SEDIMENT LOADING OF THE DRAINAGE FACILITY DURING CONSTRUCTION. PROPOSED INFLOW CURB & GUTTER EASEMENTS PROPERTY BOUNDARY LOT LINE PROPOSED EDGE OF PAVEMENT PRIVATE CONCRETE FLATWORK PARKING PAVEMENT LEGEND: NOTES: PROPOSED OUTFALL CURB & GUTTER HEAVY DUTY PAVEMENT LOCATION COMPOSITE ASHPALT SECTION (INCHES ASPHALT / INCHES ABC) FULL DEPTH ASPHALT SECTION (INCHES ASPHALT) RIGID PAVEMENT (INCHES PCCP/INCHES ABC) PARKING AREAS 4.0 / 6 5.5 - LIGHT VEHICLE DRIVE LANES 4.5 / 8 6.5 5 / 5 HEAVY VEHIVLE / BUS LANE 5.5 / 8 7.5 6.5 / 6 ABC = AGGERGATE BASE COURSE, PCCP = PORTLAND CEMENT CONCRETE PAVEMENT LIGHT DUTY PAVEMENT PAVING NOTES: 1. ALL SITE GRADING, SUBGRADE PREPARATION AND PAVING SHALL FOLLOW THE GEOTECHNICAL RECOMMENDATIONS CONTAINED IN THE GEOTECHNICAL ENGINEERING REPORT, AND ANY SUBSEQUENT ADDENDA. 2. NOTE THAT THESE PAVING SECTIONS ARE TO BE USED ONLY FOR AREAS OUTSIDE OF PUBLIC RIGHT-OF-WAY. PAVING SECTIONS WITHIN PUBLIC RIGHT-OF-WAY WILL BE REQUIRED BY THE CITY OF FORT COLLINS TO BE PER AN APPROVED PAVEMENT DESIGN REPORT. 3. SEE CDOT STANDARD M-412-1 FOR TYPICAL CONCRETE PAVING JOINT LAYOUT. TF CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R NORTH 30' BOXELDER SANITARY EASEMENT 20' BOXELDER SANITARY EASEMENT 30' ELCO WATER EASEMENT 30' ELCO WATER EASEMENT 4' CONCRETE PAN 4' CONCRETE PAN FUTURE PARKING PROSPECT ROAD TIMNATH RESERVOIR INLET CANAL DESCRIPTION DATE E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com A of 48 SHEET INFORMATION PROJECT INFORMATION PROJECT PHASE SEAL ARCHITECT ISSUE DATE: PROJECT #: CONSULTANT T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com ARCHITECTS REVISIONS: 100-024 POUDRE SCHOOL DISTRICT DESIGN DEVELOPMENT - 10/09/19 PROSPECT ROAD & MAIN STREET FORT COLLINS, CO B C D 5 4 3 2 1 Not For Construction PSD MIDDLE SCHOOL HIGH SCHOOL # 2 KEYMAP P P C.O. 5 4 3 2 1 G G 3 4 0 1 2 G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 G 1 2 3 4 5 4 3 2 1 0 G G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 / / / / / / / / / / / / / / / / / / / / / / / / PROSPECT RD MAIN STREET TRIC MATCHLINE-SEE SHEET C206 ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 MATCHLINE-SEE SHEET C201 C201 C202 C203 C204 C205 C206 C207 C208 C200 C200 PAVING PLAN C205 1. SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND PAVEMENT SECTIONS. 2. PAVEMENT MARKINGS SHALL BE PER CITY STANDARDS AND PROJECT SPECIFICATION MANUAL. 3. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 4. DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTER THAT ARE DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED IN LIKE KIND AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. THE LIMITS OF THE REPAIRS WILL BE IDENTIFIED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR PRIOR TO, AND OVER THE COURSE OF, THE PROJECT AND WILL NOT BE SHOWN ON THE PLANS. 5. CONTRACTOR SHALL REFER TO, AND COORDINATE WITH, THE APPROVED LANDSCAPE DRAWINGS FOR DETAILED SITE LAYOUT WITHIN THE PASEO AREA. IN ADDITION, THE CONTRACTOR SHALL REFER TO, AND COORDINATE WITH, THE APPROVED LANDSCAPE DRAWINGS FOR ALL HARDSCAPE, LANDSCAPE AND SITE FEATURES SUCH AS BIKE RACKS, BENCHES, TRASH RECEPTACLES, LANDSCAPE ROCK AND MULCH, LANDSCAPE WALL CONSTRUCTION DETAILS, STAIR AND HANDRAIL DETAILS AND SPECIFICATIONS. 6. FOR BUILDING LAYOUTS REFERENCE ARCHITECTURAL PLANS. LAYOUT AND DIMENSION INFORMATION SHOWN REPRESENTS OUTSIDE FACE OF FOUNDATION WALL (NOT STONE VENEER) AND IS SHOWN FOR INFORMATION ONLY. BUILDING POINTS ARE AT CORNERS OF NOMINAL BUILDING FOOTPRINT. CONTRACTOR SHALL CONFIRM ALL BUILDING CORNERS AND STRUCTURAL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO STAKING. 7. CONTRACTOR SHALL REFER TO, AND COORDINATE WITH, THE APPROVED LANDSCAPE & ARCHITECTURAL DRAWINGS FOR STAIR AND HANDRAIL DETAILS AND SPECIFICATIONS. 8. SEE GEOTECHNICAL REPORT FOR SUBGRADE PREPARATION AND PAVEMENT RECOMMENDATIONS. 9. REFER TO THE EROSION CONTROL PLAN AND REPORT FOR TEMPORARY CONTROL MEASURES AND CONSTRUCTION SEQUENCING TO PREVENT SEDIMENT LOADING OF THE DRAINAGE FACILITY DURING CONSTRUCTION. PROPOSED INFLOW CURB & GUTTER EASEMENTS PROPERTY BOUNDARY LOT LINE PROPOSED EDGE OF PAVEMENT PRIVATE CONCRETE FLATWORK PARKING PAVEMENT LEGEND: NOTES: PROPOSED OUTFALL CURB & GUTTER HEAVY DUTY PAVEMENT LOCATION COMPOSITE ASHPALT SECTION (INCHES ASPHALT / INCHES ABC) FULL DEPTH ASPHALT SECTION (INCHES ASPHALT) RIGID PAVEMENT (INCHES PCCP/INCHES ABC) PARKING AREAS 4.0 / 6 5.5 - LIGHT VEHICLE DRIVE LANES 4.5 / 8 6.5 5 / 5 HEAVY VEHIVLE / BUS LANE 5.5 / 8 7.5 6.5 / 6 ABC = AGGERGATE BASE COURSE, PCCP = PORTLAND CEMENT CONCRETE PAVEMENT LIGHT DUTY PAVEMENT PAVING NOTES: 1. ALL SITE GRADING, SUBGRADE PREPARATION AND PAVING SHALL FOLLOW THE GEOTECHNICAL RECOMMENDATIONS CONTAINED IN THE GEOTECHNICAL ENGINEERING REPORT, AND ANY SUBSEQUENT ADDENDA. 2. NOTE THAT THESE PAVING SECTIONS ARE TO BE USED ONLY FOR AREAS OUTSIDE OF PUBLIC RIGHT-OF-WAY. PAVING SECTIONS WITHIN PUBLIC RIGHT-OF-WAY WILL BE REQUIRED BY THE CITY OF FORT COLLINS TO BE PER AN APPROVED PAVEMENT DESIGN REPORT. 3. SEE CDOT STANDARD M-412-1 FOR TYPICAL CONCRETE PAVING JOINT LAYOUT. TF CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R NORTH 19' (TYP.) 9' (TYP.) 19' (TYP.) 9' (TYP.) 52' EOP-EOP 140' ROW MAIN STREET DESCRIPTION DATE E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com A of 48 SHEET INFORMATION PROJECT INFORMATION PROJECT PHASE SEAL ARCHITECT ISSUE DATE: PROJECT #: CONSULTANT T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com ARCHITECTS REVISIONS: 100-024 POUDRE SCHOOL DISTRICT DESIGN DEVELOPMENT - 10/09/19 PROSPECT ROAD & MAIN STREET FORT COLLINS, CO B C D 5 4 3 2 1 Not For Construction PSD MIDDLE SCHOOL HIGH SCHOOL # 2 KEYMAP P P C.O. 5 4 3 2 1 G G 3 4 0 1 2 G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 G 1 2 3 4 5 4 3 2 1 0 G G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 / / / / / / / / / / / / / / / / / / / / / / / / PROSPECT RD MAIN STREET TRIC MATCHLINE-SEE SHEET C208 ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 C201 C202 C203 C204 C205 C206 C207 C208 C200 C200 MATCHLINE-SEE SHEET C203 PAVING PLAN C204 1. SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND PAVEMENT SECTIONS. 2. PAVEMENT MARKINGS SHALL BE PER CITY STANDARDS AND PROJECT SPECIFICATION MANUAL. 3. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 4. DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTER THAT ARE DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED IN LIKE KIND AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. THE LIMITS OF THE REPAIRS WILL BE IDENTIFIED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR PRIOR TO, AND OVER THE COURSE OF, THE PROJECT AND WILL NOT BE SHOWN ON THE PLANS. 5. CONTRACTOR SHALL REFER TO, AND COORDINATE WITH, THE APPROVED LANDSCAPE DRAWINGS FOR DETAILED SITE LAYOUT WITHIN THE PASEO AREA. IN ADDITION, THE CONTRACTOR SHALL REFER TO, AND COORDINATE WITH, THE APPROVED LANDSCAPE DRAWINGS FOR ALL HARDSCAPE, LANDSCAPE AND SITE FEATURES SUCH AS BIKE RACKS, BENCHES, TRASH RECEPTACLES, LANDSCAPE ROCK AND MULCH, LANDSCAPE WALL CONSTRUCTION DETAILS, STAIR AND HANDRAIL DETAILS AND SPECIFICATIONS. 6. FOR BUILDING LAYOUTS REFERENCE ARCHITECTURAL PLANS. LAYOUT AND DIMENSION INFORMATION SHOWN REPRESENTS OUTSIDE FACE OF FOUNDATION WALL (NOT STONE VENEER) AND IS SHOWN FOR INFORMATION ONLY. BUILDING POINTS ARE AT CORNERS OF NOMINAL BUILDING FOOTPRINT. CONTRACTOR SHALL CONFIRM ALL BUILDING CORNERS AND STRUCTURAL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO STAKING. 7. CONTRACTOR SHALL REFER TO, AND COORDINATE WITH, THE APPROVED LANDSCAPE & ARCHITECTURAL DRAWINGS FOR STAIR AND HANDRAIL DETAILS AND SPECIFICATIONS. 8. SEE GEOTECHNICAL REPORT FOR SUBGRADE PREPARATION AND PAVEMENT RECOMMENDATIONS. 9. REFER TO THE EROSION CONTROL PLAN AND REPORT FOR TEMPORARY CONTROL MEASURES AND CONSTRUCTION SEQUENCING TO PREVENT SEDIMENT LOADING OF THE DRAINAGE FACILITY DURING CONSTRUCTION. PROPOSED INFLOW CURB & GUTTER EASEMENTS PROPERTY BOUNDARY LOT LINE PROPOSED EDGE OF PAVEMENT PRIVATE CONCRETE FLATWORK PARKING PAVEMENT LEGEND: NOTES: PROPOSED OUTFALL CURB & GUTTER HEAVY DUTY PAVEMENT LOCATION COMPOSITE ASHPALT SECTION (INCHES ASPHALT / INCHES ABC) FULL DEPTH ASPHALT SECTION (INCHES ASPHALT) RIGID PAVEMENT (INCHES PCCP/INCHES ABC) PARKING AREAS 4.0 / 6 5.5 - LIGHT VEHICLE DRIVE LANES 4.5 / 8 6.5 5 / 5 HEAVY VEHIVLE / BUS LANE 5.5 / 8 7.5 6.5 / 6 ABC = AGGERGATE BASE COURSE, PCCP = PORTLAND CEMENT CONCRETE PAVEMENT LIGHT DUTY PAVEMENT PAVING NOTES: 1. ALL SITE GRADING, SUBGRADE PREPARATION AND PAVING SHALL FOLLOW THE GEOTECHNICAL RECOMMENDATIONS CONTAINED IN THE GEOTECHNICAL ENGINEERING REPORT, AND ANY SUBSEQUENT ADDENDA. 2. NOTE THAT THESE PAVING SECTIONS ARE TO BE USED ONLY FOR AREAS OUTSIDE OF PUBLIC RIGHT-OF-WAY. PAVING SECTIONS WITHIN PUBLIC RIGHT-OF-WAY WILL BE REQUIRED BY THE CITY OF FORT COLLINS TO BE PER AN APPROVED PAVEMENT DESIGN REPORT. 3. SEE CDOT STANDARD M-412-1 FOR TYPICAL CONCRETE PAVING JOINT LAYOUT. TF CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R NORTH POUDRE SCHOOL DISTRICT DESIGN DEVELOPMENT - 10/09/19 PROSPECT ROAD & MAIN STREET FORT COLLINS, CO B C D 5 4 3 2 1 Not For Construction PSD MIDDLE SCHOOL HIGH SCHOOL # 2 KEYMAP P P C.O. 5 4 3 2 1 G G 3 4 0 1 2 G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 G 1 2 3 4 5 4 3 2 1 0 G G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 / / / / / / / / / / / / / / / / / / / / / / / / PROSPECT RD MAIN STREET TRIC MATCHLINE-SEE SHEET C204 ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 C201 C202 C203 C204 C205 C206 C207 C208 C200 C200 MATCHLINE-SEE SHEET C202 MATCHLINE-SEE SHEET C207 PAVING PLAN C203 1. SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND PAVEMENT SECTIONS. 2. PAVEMENT MARKINGS SHALL BE PER CITY STANDARDS AND PROJECT SPECIFICATION MANUAL. 3. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 4. DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTER THAT ARE DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED IN LIKE KIND AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. THE LIMITS OF THE REPAIRS WILL BE IDENTIFIED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR PRIOR TO, AND OVER THE COURSE OF, THE PROJECT AND WILL NOT BE SHOWN ON THE PLANS. 5. CONTRACTOR SHALL REFER TO, AND COORDINATE WITH, THE APPROVED LANDSCAPE DRAWINGS FOR DETAILED SITE LAYOUT WITHIN THE PASEO AREA. IN ADDITION, THE CONTRACTOR SHALL REFER TO, AND COORDINATE WITH, THE APPROVED LANDSCAPE DRAWINGS FOR ALL HARDSCAPE, LANDSCAPE AND SITE FEATURES SUCH AS BIKE RACKS, BENCHES, TRASH RECEPTACLES, LANDSCAPE ROCK AND MULCH, LANDSCAPE WALL CONSTRUCTION DETAILS, STAIR AND HANDRAIL DETAILS AND SPECIFICATIONS. 6. FOR BUILDING LAYOUTS REFERENCE ARCHITECTURAL PLANS. LAYOUT AND DIMENSION INFORMATION SHOWN REPRESENTS OUTSIDE FACE OF FOUNDATION WALL (NOT STONE VENEER) AND IS SHOWN FOR INFORMATION ONLY. BUILDING POINTS ARE AT CORNERS OF NOMINAL BUILDING FOOTPRINT. CONTRACTOR SHALL CONFIRM ALL BUILDING CORNERS AND STRUCTURAL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO STAKING. 7. CONTRACTOR SHALL REFER TO, AND COORDINATE WITH, THE APPROVED LANDSCAPE & ARCHITECTURAL DRAWINGS FOR STAIR AND HANDRAIL DETAILS AND SPECIFICATIONS. 8. SEE GEOTECHNICAL REPORT FOR SUBGRADE PREPARATION AND PAVEMENT RECOMMENDATIONS. 9. REFER TO THE EROSION CONTROL PLAN AND REPORT FOR TEMPORARY CONTROL MEASURES AND CONSTRUCTION SEQUENCING TO PREVENT SEDIMENT LOADING OF THE DRAINAGE FACILITY DURING CONSTRUCTION. PROPOSED INFLOW CURB & GUTTER EASEMENTS PROPERTY BOUNDARY LOT LINE PROPOSED EDGE OF PAVEMENT PRIVATE CONCRETE FLATWORK PARKING PAVEMENT LEGEND: NOTES: PROPOSED OUTFALL CURB & GUTTER HEAVY DUTY PAVEMENT LOCATION COMPOSITE ASHPALT SECTION (INCHES ASPHALT / INCHES ABC) FULL DEPTH ASPHALT SECTION (INCHES ASPHALT) RIGID PAVEMENT (INCHES PCCP/INCHES ABC) PARKING AREAS 4.0 / 6 5.5 - LIGHT VEHICLE DRIVE LANES 4.5 / 8 6.5 5 / 5 HEAVY VEHIVLE / BUS LANE 5.5 / 8 7.5 6.5 / 6 ABC = AGGERGATE BASE COURSE, PCCP = PORTLAND CEMENT CONCRETE PAVEMENT LIGHT DUTY PAVEMENT PAVING NOTES: 1. ALL SITE GRADING, SUBGRADE PREPARATION AND PAVING SHALL FOLLOW THE GEOTECHNICAL RECOMMENDATIONS CONTAINED IN THE GEOTECHNICAL ENGINEERING REPORT, AND ANY SUBSEQUENT ADDENDA. 2. NOTE THAT THESE PAVING SECTIONS ARE TO BE USED ONLY FOR AREAS OUTSIDE OF PUBLIC RIGHT-OF-WAY. PAVING SECTIONS WITHIN PUBLIC RIGHT-OF-WAY WILL BE REQUIRED BY THE CITY OF FORT COLLINS TO BE PER AN APPROVED PAVEMENT DESIGN REPORT. 3. SEE CDOT STANDARD M-412-1 FOR TYPICAL CONCRETE PAVING JOINT LAYOUT. TF CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R NORTH northernengineering.com A of 48 SHEET INFORMATION PROJECT INFORMATION PROJECT PHASE SEAL ARCHITECT ISSUE DATE: PROJECT #: CONSULTANT T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com ARCHITECTS REVISIONS: 100-024 POUDRE SCHOOL DISTRICT DESIGN DEVELOPMENT - 10/09/19 PROSPECT ROAD & MAIN STREET FORT COLLINS, CO B C D 5 4 3 2 1 Not For Construction PSD MIDDLE SCHOOL HIGH SCHOOL # 2 KEYMAP P P C.O. 5 4 3 2 1 G G 3 4 0 1 2 G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 G 1 2 3 4 5 4 3 2 1 0 G G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 / / / / / / / / / / / / / / / / / / / / / / / / PROSPECT RD MAIN STREET TRIC MATCHLINE-SEE SHEET C203 ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 C201 C202 C203 C204 C205 C206 C207 C208 C200 C200 MATCHLINE-SEE SHEET C201 MATCHLINE-SEE SHEET C206 PAVING PLAN C202 1. SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND PAVEMENT SECTIONS. 2. PAVEMENT MARKINGS SHALL BE PER CITY STANDARDS AND PROJECT SPECIFICATION MANUAL. 3. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 4. DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTER THAT ARE DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED IN LIKE KIND AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. THE LIMITS OF THE REPAIRS WILL BE IDENTIFIED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR PRIOR TO, AND OVER THE COURSE OF, THE PROJECT AND WILL NOT BE SHOWN ON THE PLANS. 5. CONTRACTOR SHALL REFER TO, AND COORDINATE WITH, THE APPROVED LANDSCAPE DRAWINGS FOR DETAILED SITE LAYOUT WITHIN THE PASEO AREA. IN ADDITION, THE CONTRACTOR SHALL REFER TO, AND COORDINATE WITH, THE APPROVED LANDSCAPE DRAWINGS FOR ALL HARDSCAPE, LANDSCAPE AND SITE FEATURES SUCH AS BIKE RACKS, BENCHES, TRASH RECEPTACLES, LANDSCAPE ROCK AND MULCH, LANDSCAPE WALL CONSTRUCTION DETAILS, STAIR AND HANDRAIL DETAILS AND SPECIFICATIONS. 6. FOR BUILDING LAYOUTS REFERENCE ARCHITECTURAL PLANS. LAYOUT AND DIMENSION INFORMATION SHOWN REPRESENTS OUTSIDE FACE OF FOUNDATION WALL (NOT STONE VENEER) AND IS SHOWN FOR INFORMATION ONLY. BUILDING POINTS ARE AT CORNERS OF NOMINAL BUILDING FOOTPRINT. CONTRACTOR SHALL CONFIRM ALL BUILDING CORNERS AND STRUCTURAL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO STAKING. 7. CONTRACTOR SHALL REFER TO, AND COORDINATE WITH, THE APPROVED LANDSCAPE & ARCHITECTURAL DRAWINGS FOR STAIR AND HANDRAIL DETAILS AND SPECIFICATIONS. 8. SEE GEOTECHNICAL REPORT FOR SUBGRADE PREPARATION AND PAVEMENT RECOMMENDATIONS. 9. REFER TO THE EROSION CONTROL PLAN AND REPORT FOR TEMPORARY CONTROL MEASURES AND CONSTRUCTION SEQUENCING TO PREVENT SEDIMENT LOADING OF THE DRAINAGE FACILITY DURING CONSTRUCTION. PROPOSED INFLOW CURB & GUTTER EASEMENTS PROPERTY BOUNDARY LOT LINE PROPOSED EDGE OF PAVEMENT PRIVATE CONCRETE FLATWORK PARKING PAVEMENT LEGEND: NOTES: PROPOSED OUTFALL CURB & GUTTER HEAVY DUTY PAVEMENT LOCATION COMPOSITE ASHPALT SECTION (INCHES ASPHALT / INCHES ABC) FULL DEPTH ASPHALT SECTION (INCHES ASPHALT) RIGID PAVEMENT (INCHES PCCP/INCHES ABC) PARKING AREAS 4.0 / 6 5.5 - LIGHT VEHICLE DRIVE LANES 4.5 / 8 6.5 5 / 5 HEAVY VEHIVLE / BUS LANE 5.5 / 8 7.5 6.5 / 6 ABC = AGGERGATE BASE COURSE, PCCP = PORTLAND CEMENT CONCRETE PAVEMENT LIGHT DUTY PAVEMENT PAVING NOTES: 1. ALL SITE GRADING, SUBGRADE PREPARATION AND PAVING SHALL FOLLOW THE GEOTECHNICAL RECOMMENDATIONS CONTAINED IN THE GEOTECHNICAL ENGINEERING REPORT, AND ANY SUBSEQUENT ADDENDA. 2. NOTE THAT THESE PAVING SECTIONS ARE TO BE USED ONLY FOR AREAS OUTSIDE OF PUBLIC RIGHT-OF-WAY. PAVING SECTIONS WITHIN PUBLIC RIGHT-OF-WAY WILL BE REQUIRED BY THE CITY OF FORT COLLINS TO BE PER AN APPROVED PAVEMENT DESIGN REPORT. 3. SEE CDOT STANDARD M-412-1 FOR TYPICAL CONCRETE PAVING JOINT LAYOUT. TF CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R NORTH 25' -EOP DESCRIPTION DATE E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com A of 48 SHEET INFORMATION PROJECT INFORMATION PROJECT PHASE SEAL ARCHITECT ISSUE DATE: PROJECT #: CONSULTANT T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com ARCHITECTS REVISIONS: 100-024 POUDRE SCHOOL DISTRICT DESIGN DEVELOPMENT - 10/09/19 PROSPECT ROAD & MAIN STREET FORT COLLINS, CO B C D 5 4 3 2 1 Not For Construction PSD MIDDLE SCHOOL HIGH SCHOOL # 2 KEYMAP P P C.O. 5 4 3 2 1 G G 3 4 0 1 2 G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 G 1 2 3 4 5 4 3 2 1 0 G G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 / / / / / / / / / / / / / / / / / / / / / / / / PROSPECT RD MAIN STREET TRIC MATCHLINE-SEE SHEET C202 ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 C201 C202 C203 C204 C205 C206 C207 C208 C200 C200 MATCHLINE-SEE SHEET C200 MATCHLINE-SEE SHEET C205 PAVING PLAN C201 1. SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND PAVEMENT SECTIONS. 2. PAVEMENT MARKINGS SHALL BE PER CITY STANDARDS AND PROJECT SPECIFICATION MANUAL. 3. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 4. DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTER THAT ARE DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED IN LIKE KIND AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. THE LIMITS OF THE REPAIRS WILL BE IDENTIFIED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR PRIOR TO, AND OVER THE COURSE OF, THE PROJECT AND WILL NOT BE SHOWN ON THE PLANS. 5. CONTRACTOR SHALL REFER TO, AND COORDINATE WITH, THE APPROVED LANDSCAPE DRAWINGS FOR DETAILED SITE LAYOUT WITHIN THE PASEO AREA. IN ADDITION, THE CONTRACTOR SHALL REFER TO, AND COORDINATE WITH, THE APPROVED LANDSCAPE DRAWINGS FOR ALL HARDSCAPE, LANDSCAPE AND SITE FEATURES SUCH AS BIKE RACKS, BENCHES, TRASH RECEPTACLES, LANDSCAPE ROCK AND MULCH, LANDSCAPE WALL CONSTRUCTION DETAILS, STAIR AND HANDRAIL DETAILS AND SPECIFICATIONS. 6. FOR BUILDING LAYOUTS REFERENCE ARCHITECTURAL PLANS. LAYOUT AND DIMENSION INFORMATION SHOWN REPRESENTS OUTSIDE FACE OF FOUNDATION WALL (NOT STONE VENEER) AND IS SHOWN FOR INFORMATION ONLY. BUILDING POINTS ARE AT CORNERS OF NOMINAL BUILDING FOOTPRINT. CONTRACTOR SHALL CONFIRM ALL BUILDING CORNERS AND STRUCTURAL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO STAKING. 7. CONTRACTOR SHALL REFER TO, AND COORDINATE WITH, THE APPROVED LANDSCAPE & ARCHITECTURAL DRAWINGS FOR STAIR AND HANDRAIL DETAILS AND SPECIFICATIONS. 8. SEE GEOTECHNICAL REPORT FOR SUBGRADE PREPARATION AND PAVEMENT RECOMMENDATIONS. 9. REFER TO THE EROSION CONTROL PLAN AND REPORT FOR TEMPORARY CONTROL MEASURES AND CONSTRUCTION SEQUENCING TO PREVENT SEDIMENT LOADING OF THE DRAINAGE FACILITY DURING CONSTRUCTION. PROPOSED INFLOW CURB & GUTTER EASEMENTS PROPERTY BOUNDARY LOT LINE PROPOSED EDGE OF PAVEMENT PRIVATE CONCRETE FLATWORK PARKING PAVEMENT LEGEND: NOTES: PROPOSED OUTFALL CURB & GUTTER HEAVY DUTY PAVEMENT LOCATION COMPOSITE ASHPALT SECTION (INCHES ASPHALT / INCHES ABC) FULL DEPTH ASPHALT SECTION (INCHES ASPHALT) RIGID PAVEMENT (INCHES PCCP/INCHES ABC) PARKING AREAS 4.0 / 6 5.5 - LIGHT VEHICLE DRIVE LANES 4.5 / 8 6.5 5 / 5 HEAVY VEHIVLE / BUS LANE 5.5 / 8 7.5 6.5 / 6 ABC = AGGERGATE BASE COURSE, PCCP = PORTLAND CEMENT CONCRETE PAVEMENT LIGHT DUTY PAVEMENT PAVING NOTES: 1. ALL SITE GRADING, SUBGRADE PREPARATION AND PAVING SHALL FOLLOW THE GEOTECHNICAL RECOMMENDATIONS CONTAINED IN THE GEOTECHNICAL ENGINEERING REPORT, AND ANY SUBSEQUENT ADDENDA. 2. NOTE THAT THESE PAVING SECTIONS ARE TO BE USED ONLY FOR AREAS OUTSIDE OF PUBLIC RIGHT-OF-WAY. PAVING SECTIONS WITHIN PUBLIC RIGHT-OF-WAY WILL BE REQUIRED BY THE CITY OF FORT COLLINS TO BE PER AN APPROVED PAVEMENT DESIGN REPORT. 3. SEE CDOT STANDARD M-412-1 FOR TYPICAL CONCRETE PAVING JOINT LAYOUT. TF CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R NORTH 10/09/19 PROSPECT ROAD & MAIN STREET FORT COLLINS, CO B C D 5 4 3 2 1 Not For Construction PSD MIDDLE SCHOOL HIGH SCHOOL # 2 KEYMAP P P C.O. 5 4 3 2 1 G G 3 4 0 1 2 G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 G 1 2 3 4 5 4 3 2 1 0 G G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 / / / / / / / / / / / / / / / / / / / / / / / / PROSPECT RD MAIN STREET TRIC PAVING PLAN C200 MATCHLINE-SEE SHEET C201 ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 C201 C202 C203 C204 C205 C206 C207 C208 C200 C200 1. SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND PAVEMENT SECTIONS. 2. PAVEMENT MARKINGS SHALL BE PER CITY STANDARDS AND PROJECT SPECIFICATION MANUAL. 3. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 4. DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTER THAT ARE DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED IN LIKE KIND AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. THE LIMITS OF THE REPAIRS WILL BE IDENTIFIED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR PRIOR TO, AND OVER THE COURSE OF, THE PROJECT AND WILL NOT BE SHOWN ON THE PLANS. 5. CONTRACTOR SHALL REFER TO, AND COORDINATE WITH, THE APPROVED LANDSCAPE DRAWINGS FOR DETAILED SITE LAYOUT WITHIN THE PASEO AREA. IN ADDITION, THE CONTRACTOR SHALL REFER TO, AND COORDINATE WITH, THE APPROVED LANDSCAPE DRAWINGS FOR ALL HARDSCAPE, LANDSCAPE AND SITE FEATURES SUCH AS BIKE RACKS, BENCHES, TRASH RECEPTACLES, LANDSCAPE ROCK AND MULCH, LANDSCAPE WALL CONSTRUCTION DETAILS, STAIR AND HANDRAIL DETAILS AND SPECIFICATIONS. 6. FOR BUILDING LAYOUTS REFERENCE ARCHITECTURAL PLANS. LAYOUT AND DIMENSION INFORMATION SHOWN REPRESENTS OUTSIDE FACE OF FOUNDATION WALL (NOT STONE VENEER) AND IS SHOWN FOR INFORMATION ONLY. BUILDING POINTS ARE AT CORNERS OF NOMINAL BUILDING FOOTPRINT. CONTRACTOR SHALL CONFIRM ALL BUILDING CORNERS AND STRUCTURAL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO STAKING. 7. CONTRACTOR SHALL REFER TO, AND COORDINATE WITH, THE APPROVED LANDSCAPE & ARCHITECTURAL DRAWINGS FOR STAIR AND HANDRAIL DETAILS AND SPECIFICATIONS. 8. SEE GEOTECHNICAL REPORT FOR SUBGRADE PREPARATION AND PAVEMENT RECOMMENDATIONS. 9. REFER TO THE EROSION CONTROL PLAN AND REPORT FOR TEMPORARY CONTROL MEASURES AND CONSTRUCTION SEQUENCING TO PREVENT SEDIMENT LOADING OF THE DRAINAGE FACILITY DURING CONSTRUCTION. PROPOSED INFLOW CURB & GUTTER EASEMENTS PROPERTY BOUNDARY LOT LINE PROPOSED EDGE OF PAVEMENT PRIVATE CONCRETE FLATWORK PARKING PAVEMENT LEGEND: NOTES: PROPOSED OUTFALL CURB & GUTTER HEAVY DUTY PAVEMENT LOCATION COMPOSITE ASHPALT SECTION (INCHES ASPHALT / INCHES ABC) FULL DEPTH ASPHALT SECTION (INCHES ASPHALT) RIGID PAVEMENT (INCHES PCCP/INCHES ABC) PARKING AREAS 4.0 / 6 5.5 - LIGHT VEHICLE DRIVE LANES 4.5 / 8 6.5 5 / 5 HEAVY VEHIVLE / BUS LANE 5.5 / 8 7.5 6.5 / 6 ABC = AGGERGATE BASE COURSE, PCCP = PORTLAND CEMENT CONCRETE PAVEMENT LIGHT DUTY PAVEMENT PAVING NOTES: 1. ALL SITE GRADING, SUBGRADE PREPARATION AND PAVING SHALL FOLLOW THE GEOTECHNICAL RECOMMENDATIONS CONTAINED IN THE GEOTECHNICAL ENGINEERING REPORT, AND ANY SUBSEQUENT ADDENDA. 2. NOTE THAT THESE PAVING SECTIONS ARE TO BE USED ONLY FOR AREAS OUTSIDE OF PUBLIC RIGHT-OF-WAY. PAVING SECTIONS WITHIN PUBLIC RIGHT-OF-WAY WILL BE REQUIRED BY THE CITY OF FORT COLLINS TO BE PER AN APPROVED PAVEMENT DESIGN REPORT. 3. SEE CDOT STANDARD M-412-1 FOR TYPICAL CONCRETE PAVING JOINT LAYOUT. TF CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R NORTH MATCHLINE-SEE BELOW LEFT MATCHLINE-SEE RIGHT / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / X X X / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / T SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS B M H2O WV WV W S O W MH F.O. S C.O. S S VAULT F.O. VAULT VAULT CABLE F.O. C CABLE CABLE CABLE TELE GAS VAULT CABLE F.O. F.O. F.O. F.O. F.O. F.O. VAULT CABLE F.O. F.O. S S SD SD SD SD SD SD SD SD SD SD SD SD SD SD C.O. S S FO FO E E E E E E E E E E E E E E E E E E E E FO FO T T T T T T T T T T T T T T T T T T T T T T T FO FO FO FO FO FO FO FO G G G G G G G G G G G G G G G G G G G G G FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO CTV CTV CTV CTV CTV CTV T T T T T T T T G G G G G G MH W / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / W W W W W W W W W W W W W W W W / / / / / / / / / / / / / / / / OHE OHE OHE OHE OHE OHE OHE OHE W W W W W W OHE OHE / / / / / / / / / / / / / / / / X X X / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / OHU OHU W V W W W W W W W PETTINE STEFAN M 4921 KITCHELL WAY COCHRAN BRAD M/SANDRA J 1225 S COUNTY ROAD 5 RYAN JEFFREY L/SYBIL A 1601 CARRIAGE RD KNIEVEL JANET A 5001 E PROSPECT RD LACY KEITH W JR 1601 S COUNTY ROAD 5 TRACT C SERRATOGA FALLS 2ND FILING LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 2 LOT 1 LOT 3 LOT 4 LOT 5 LOT 6 BLOCK 3 BLOCK 4 BLOCK 4 TRACT B SERRATOGA FALLS 2ND FILING MAIN STREET 20'' UTILITY EASEMENT PER KITCHELL SUBDIVISION REC. NO. 90016150 EXISTING INLET EXISTING FES TO BE REMOVED EXISTING STORM DRAIN PROSPECT ROAD EXISTING OVERHEAD UTILITY TO BE REMOVED (SEE NOTE 7) EXISTING CONCRETE IRRIGATION CHANNEL TO BE REMOVED (2)6'X6' RCBC (TRIC) EXISTING 4" A.C. WATERLINE (ELCO) TIMNATH RESERVOIR INLET CANAL EXISTING CONCRETE HEADWALL 30'' BOXELDER SANITATION DISTRICT UTILITY EASEMENT 70' ROW 25' EOP-EOP 81' DITCH EASEMENT 25' EOP-EOP 100' ROW EXISTING CULVERT EXISTING 8" WATERLINE (ELCO) DESCRIPTION DATE E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com A of 48 SHEET INFORMATION PROJECT INFORMATION PROJECT PHASE SEAL ARCHITECT ISSUE DATE: PROJECT #: CONSULTANT T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com ARCHITECTS REVISIONS: 100-024 POUDRE SCHOOL DISTRICT DESIGN DEVELOPMENT - 10/09/19 PROSPECT ROAD & MAIN STREET FORT COLLINS, CO B C D 5 4 3 2 1 Not For Construction PSD MIDDLE SCHOOL HIGH SCHOOL # 2 KEYMAP P P C.O. 5 4 3 2 1 G G 3 4 0 1 2 G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 G 1 2 3 4 5 4 3 2 1 0 G G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 / / / / / / / / / / / / / / / / / / / / / / / / PROSPECT RD MAIN STREET TRIC DEMOLITION PLAN EXISTING CONDITIONS & C102 MATCHLINE-SEE SHEET C101 EXISTING ELECTRIC E LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER SS EXISTING WATER W EXISTING FENCE X PROPERTY BOUNDARY EXISTING RIGHT-OF-WAY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR FIELD SURVEY BY: NOTES: ORIGINAL FIELD SURVEY NORTHERN ENGINEERING SERVICES, INC NE PROJECT NO. 100-024 DATE: AUGUST, 2019 ORIGINAL FIELD SURVEY NORTHERN ENGINEERING SERVICES, INC NE PROJECT NO. 100-019 DATE: JULY, 2016 1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2. THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT ARE NOT TO BE REMOVED ADJACENT TO THE CONSTRUCTION AREA INCLUDING, BUT NOT LIMITED TO, SIDEWALKS, PRIVATE FENCES, ABOVE GROUND OR UNDERGROUND UTILITIES, STRUCTURES, AND UNDERGROUND FOUNDATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE THAT SHOULD OCCUR TO ANY ON-SITE, OFF-SITE, PUBLIC OR PRIVATE FACILITY OR FEATURE AS A RESULT OF THE CONSTRUCTION PROCESS FOR THIS PROJECT. 3. LIMITS OF STREET CUT AS REQUIRED FOR UTILITY CONSTRUCTION ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 4. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERS PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES. 5. ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 6. CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY. 7. POWERPOLE RELOCATION TO BE COORDINATED WITH UTILITY PROVIDER AT CONSTRUCTION. OVERHEAD UTILITIES TO BE UNDERGROUNDED, UNLESS SPECIFIED OTHERWISE BY UTILITY PROVIDER. EXISTING IRRIGATION BOX EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES (TO REMAIN) EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT VAULT ELEC CONTROL IRR EXISTING OVERHEAD UTILITY LINE OHU EXISTING CABLE LINE CTV EXISTING FIBER OPTIC LINE FO EXISTING EASEMENT ORIGINAL FIELD SURVEY NORTHERN ENGINEERING SERVICES, INC NE PROJECT NO. 694-003 DATE: AUGUST, 2014 C100 C101 C102 ( IN FEET ) 0 1 INCH = 80 FEET 80 80 160 240 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R NORTH OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU S S S S S S W H2O H2O W S MM C W M CABLE CABLE CABLE CABLE CABLE VAULT CABLE C CABLE M CABLE VAULT ELEC ELEC C WV MH X X X X X X X X SCHMIDTKE GREGG S 4607 KITCHELL WAY KUHN JO LYNN TRUST 4615 KITCHELL WAY CAPE RICHARD W II 4711 KITCHELL WAY BENDER EDWARD L 4817 KITCHELL WAY LAINE STEPHEN M/KRISTINE S 4823 KITCHELL WAY PETTINE STEFAN M 4921 KITCHELL WAY EKBLAD LARRY R/LINDA M 4701 E PROSPECT RD NICHOLS LIVING TRUST 1601 MEADOWAIRE DR EKBLAD LARRY R/LINDA M 4725 E PROSPECT RD SPLITTGERBER RICHARD P/MEREDITH JEAN 1600 MEADOWAIRE DR RYAN JEFFREY L/SYBIL A 1601 CARRIAGE RD PROSPECT ROAD 30'' BOXELDER SANITATION DISTRICT UTILITY EASEMENT 20'' UTILITY EASEMENT PER KITCHELL SUBDIVISION REC. NO. 90016150 30'' BOXELDER SANITATION DISTRICT UTILITY EASEMENT EXISTING FES TO BE REMOVED EXISTING STORM DRAIN EXISTING FES TO BE REMOVED EXISTING STORM DRAIN EXISTING FES TO BE REMOVED EXISTING STORM DRAIN EXISTING INLET EXISTING INLET EXISTING 15" PVC SANITARY SEWER (BOXELDER) (2)6'X6' RCBC (TRIC) (2)6'X6' RCBC (TRIC) EXISTING 4" A.C. SECTION LINE WATERLINE (ELCO) EXISTING 15" PVC SANITARY SEWER (BOXELDER) EXISTING OVERHEAD UTILITY TO BE REMOVED (SEE NOTE 7) EXISTING IRRIGATION STRUCTURE TO BE REMOVED EXISTING CONCRETE IRRIGATION CHANNEL TO BE REMOVED EXISTING WATER SLEEVE 80' ROW 25' EOP-EOP MEADOWAIRE DRIVE 81' DITCH EASEMENT DESCRIPTION DATE E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com A of 48 SHEET INFORMATION PROJECT INFORMATION PROJECT PHASE SEAL ARCHITECT ISSUE DATE: PROJECT #: CONSULTANT T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com ARCHITECTS REVISIONS: 100-024 POUDRE SCHOOL DISTRICT DESIGN DEVELOPMENT - 10/09/19 PROSPECT ROAD & MAIN STREET FORT COLLINS, CO B C D 5 4 3 2 1 Not For Construction PSD MIDDLE SCHOOL HIGH SCHOOL # 2 KEYMAP P P C.O. 5 4 3 2 1 G G 3 4 0 1 2 G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 G 1 2 3 4 5 4 3 2 1 0 G G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 / / / / / / / / / / / / / / / / / / / / / / / / PROSPECT RD MAIN STREET TRIC DEMOLITION PLAN EXISTING CONDITIONS & C101 MATCHLINE-SEE SHEET C102 MATCHLINE-SEE SHEET C100 EXISTING ELECTRIC E LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER SS EXISTING WATER W EXISTING FENCE X PROPERTY BOUNDARY EXISTING RIGHT-OF-WAY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR FIELD SURVEY BY: NOTES: ORIGINAL FIELD SURVEY NORTHERN ENGINEERING SERVICES, INC NE PROJECT NO. 100-024 DATE: AUGUST, 2019 ORIGINAL FIELD SURVEY NORTHERN ENGINEERING SERVICES, INC NE PROJECT NO. 100-019 DATE: JULY, 2016 1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2. THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT ARE NOT TO BE REMOVED ADJACENT TO THE CONSTRUCTION AREA INCLUDING, BUT NOT LIMITED TO, SIDEWALKS, PRIVATE FENCES, ABOVE GROUND OR UNDERGROUND UTILITIES, STRUCTURES, AND UNDERGROUND FOUNDATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE THAT SHOULD OCCUR TO ANY ON-SITE, OFF-SITE, PUBLIC OR PRIVATE FACILITY OR FEATURE AS A RESULT OF THE CONSTRUCTION PROCESS FOR THIS PROJECT. 3. LIMITS OF STREET CUT AS REQUIRED FOR UTILITY CONSTRUCTION ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 4. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERS PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES. 5. ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 6. CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY. 7. POWERPOLE RELOCATION TO BE COORDINATED WITH UTILITY PROVIDER AT CONSTRUCTION. OVERHEAD UTILITIES TO BE UNDERGROUNDED, UNLESS SPECIFIED OTHERWISE BY UTILITY PROVIDER. EXISTING IRRIGATION BOX EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES (TO REMAIN) EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT VAULT ELEC CONTROL IRR EXISTING OVERHEAD UTILITY LINE OHU EXISTING CABLE LINE CTV EXISTING FIBER OPTIC LINE FO EXISTING EASEMENT ORIGINAL FIELD SURVEY NORTHERN ENGINEERING SERVICES, INC NE PROJECT NO. 694-003 DATE: AUGUST, 2014 C100 C101 C102 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R ( IN FEET ) 0 1 INCH = 80 FEET 80 80 160 240 NORTH E C M M CABLE H2O W W W W W W W W W W W W W W W W W W W W / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / SCHMIDTKE GREGG S 4607 KITCHELL WAY WHITE ERIC S. CW SUBTRUST 1100 SE FRONTAGE RD WHITE ERIC S. CW SUBTRUST 1100 SE FRONTAGE RD WHITE ERIC S. CW SUBTRUST 1100 SE FRONTAGE RD 500' USE RESTRICTION LINE TO SUBSERVIANT PROPERTIES REC. NO. 99062751 EXISTING 6" PVC PIPE TO REMAIN 40'' CITY OF GREELEY WATER EASEMENT REC. NO. 2006-0079451 EXITING 12'' GRAVEL ROAD TO REMAIN EXISTING 6" STEEL PIPE MATCHLINE - SEE DETAIL BOTTOM LEFT EXISTING 60" WATERLINE (CITY OF GREELEY) 50'' STRIP OF LAND DESCRIBED IN WARRANTY DEED, BOOK 531, PAGE 759 SECTION LINE SECTION LINE 60'' ROW SECTION LINE EXISTING 4" A.C. WATERLINE (ELCO) PROSPECT ROAD 24' EOP-EOP TIMNATH RESERVOIR INLET CANAL TIMNATH RESERVOIR INLET CANAL EXISTING CONCRETE IRRIGATION CHANNEL TO BE REMOVED W W W W W W W W W W W W W G G G G G G G G G CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / SS SS SS SS SS SS SS SS OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU S H2O H2O M M W W W W W EXISTING WATERLINE SLEEVE EXISTING 6" PIPE TO BE REMOVED EXISTING 8" PIPE TO BE REMOVED EXISTING CONCRETE STRUCTURE TO REMAIN EXISTING CONCRETE HEADWALL TO REMAIN 40'' CITY OF GREELEY WATER EASEMENT REC. NO. 2006-0079451 30'' BOXELDER SANITATION DISTRICT UTILITY EASEMENT EXISTING 15" PVC SANITARY SEWER (BOXELDER) 50'' STRIP OF LAND DESCRIBED IN WARRANTY DEED, BOOK 531, PAGE 759 EXISTING 60" WATERLINE (CITY OF GREELEY) (2)6'X6' RCBC (TRIC) EXISTING 4" A.C. WATERLINE (ELCO) 24' EOP-EOP DESCRIPTION DATE E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com A of 48 SHEET INFORMATION PROJECT INFORMATION PROJECT PHASE SEAL ARCHITECT ISSUE DATE: PROJECT #: CONSULTANT T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com ARCHITECTS REVISIONS: 100-024 POUDRE SCHOOL DISTRICT DESIGN DEVELOPMENT - 10/09/19 PROSPECT ROAD & MAIN STREET FORT COLLINS, CO B C D 5 4 3 2 1 Not For Construction PSD MIDDLE SCHOOL HIGH SCHOOL # 2 KEYMAP P P C.O. 5 4 3 2 1 G G 3 4 0 1 2 G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 G 1 2 3 4 5 4 3 2 1 0 G G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G 0 0 0 0 0 0 0 0 / / / / / / / / / / / / / / / / / / / / / / / / PROSPECT RD MAIN STREET TRIC DEMOLITION PLAN EXISTING CONDITIONS & C100 EXISTING ELECTRIC E LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER SS EXISTING WATER W EXISTING FENCE X PROPERTY BOUNDARY EXISTING RIGHT-OF-WAY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR FIELD SURVEY BY: NOTES: ORIGINAL FIELD SURVEY NORTHERN ENGINEERING SERVICES, INC NE PROJECT NO. 100-024 DATE: AUGUST, 2019 ORIGINAL FIELD SURVEY NORTHERN ENGINEERING SERVICES, INC NE PROJECT NO. 100-019 DATE: JULY, 2016 1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2. THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT ARE NOT TO BE REMOVED ADJACENT TO THE CONSTRUCTION AREA INCLUDING, BUT NOT LIMITED TO, SIDEWALKS, PRIVATE FENCES, ABOVE GROUND OR UNDERGROUND UTILITIES, STRUCTURES, AND UNDERGROUND FOUNDATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE THAT SHOULD OCCUR TO ANY ON-SITE, OFF-SITE, PUBLIC OR PRIVATE FACILITY OR FEATURE AS A RESULT OF THE CONSTRUCTION PROCESS FOR THIS PROJECT. 3. LIMITS OF STREET CUT AS REQUIRED FOR UTILITY CONSTRUCTION ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 4. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERS PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES. 5. ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 6. CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY. 7. POWERPOLE RELOCATION TO BE COORDINATED WITH UTILITY PROVIDER AT CONSTRUCTION. OVERHEAD UTILITIES TO BE UNDERGROUNDED, UNLESS SPECIFIED OTHERWISE BY UTILITY PROVIDER. EXISTING IRRIGATION BOX EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES (TO REMAIN) EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT VAULT ELEC CONTROL IRR EXISTING OVERHEAD UTILITY LINE OHU EXISTING CABLE LINE CTV EXISTING FIBER OPTIC LINE FO EXISTING EASEMENT ORIGINAL FIELD SURVEY NORTHERN ENGINEERING SERVICES, INC NE PROJECT NO. 694-003 DATE: AUGUST, 2014 MATCHLINE-SEE SHEET C101 C100 C101 C102 ( IN FEET ) 0 1 INCH = 80 FEET 80 80 160 240 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R MCLAUGHLIN LANE NORTH Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com ARCHITECTS REVISIONS: 100-024 POUDRE SCHOOL DISTRICT DESIGN DEVELOPMENT - 10/09/19 PROSPECT ROAD & MAIN STREET FORT COLLINS, CO B C D 5 4 3 2 1 Not For Construction PSD MIDDLE SCHOOL HIGH SCHOOL # 2 CONSTRUCTION NOTES GENERAL & C002 B. Street Improvement Notes 1. All street construction is subject to the General Notes on the cover sheet of these plans as well as the Street Improvements Notes listed here. 2. A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the City of Fort Collins Engineer for approval, prior to any street construction activity, (full depth asphalt sections are not permitted at a depth greater than 8 inches of asphalt). The job mix shall be submitted for approval prior to placement of any asphalt. 3. Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the existing edge, to create a clean construction joint. The Developer shall be required to remove existing pavement to a distance where a clean construction joint can be made. Wheel cuts shall not be allowed unless approved by the City of Fort Collins Engineer in Fort Collins. 4. Street subgrades shall be scarified the top 12 inches and re-compacted prior to subbase installation. No base material shall be laid until the subgrade has been inspected and approved by the City of Fort Collins Engineer. 5. Ft. Collins only. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay. Valve box adjusting rings are not allowed. 6. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by the Inspector before any cuts are made. Cutting and patching shall be done in conformance with Chapter 25, Reconstruction and Repair. The finished patch shall blend smoothly into the existing surface. The determination of need for a complete overlay shall be made by the City of Fort Collins Engineer. All overlay work shall be coordinated with adjacent landowners such that future projects do not cut the new asphalt overlay work. 7. All traffic control devices shall be in conformance with these plans or as otherwise specified in M.U.T.C.D. (including Colorado supplement) and as per the Right-of-Way Work Permit traffic control plan. 8. The Developer is required to perform a gutter water flow test in the presence of the City of Fort Collins Inspector and prior to installation of asphalt. Gutters that hold more than 1/4 inch deep or 5 feet longitudinally, of water, shall be completely removed and reconstructed to drain properly. 9. Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the subgrade material (when a full depth section is proposed) or on the subgrade and base material (when a composite section is proposed), a mechanical "proof roll" will be required. The entire subgrade and/or base material shall be rolled with a heavily loaded vehicle having a total GVW of not less than 50,000 lbs. and a single axle weight of at least 18,000 lbs. with pneumatic tires inflated to not less that 90 p.s.i.g. "Proof roll" vehicles shall not travel at speeds greater than 3 m.p.h. Any portion of the subgrade or base material which exhibits excessive pumping or deformation, as determined by the City of Fort Collins Engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface. The City of Fort Collins Engineer shall be notified at least 24 hours prior to the "proof roll." All "proof rolls" shall be preformed in the presence of an Inspector. C. Traffic Signing and Pavement Marking Construction Notes 1. All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the Traffic Signing and Marking Construction Notes listed here. 2. All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic. 3. All signage shall be per the City of Fort Collins Standards and these plans or as otherwise specified in MUTCD. 4. All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads. 5. All lane lines for concrete pavement should be epoxy paint. 6. Prior to permanent installation of traffic striping and symbols, the Developer shall place temporary tabs or tape depicting alignment and placement of the same. Their placement shall be approved by the City of Fort Collins Traffic Engineer prior to permanent installation of striping and symbols. 7. Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards. 8. Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction. 9. All surfaces shall be thoroughly cleaned prior to installation of striping or markings. 10. All sign posts shall utilize break-away assemblies and fasteners per the Standards. 11. A field inspection of location and installation of all signs shall be performed by the City of Fort Collins Traffic Engineer. All discrepancies identified during the field inspection must be corrected before the 2-year warranty period will begin. 12. The Developer installing signs shall be responsible for locating and protecting all underground utilities. 13. Special care shall be taken in sign location to ensure an unobstructed view of each sign. 14. Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period,the City of Fort Collins Traffic Engineer reserves the right to require additional signage and/or striping if the City of Fort Collins Traffic Engineer determines that an unforeseen condition warrants such signage according to the MUTCD or the CDOT M and S Standards. All signage and striping shall fall under the requirements of the 2-year warranty period for new construction (except fair wear on traffic markings). 15. Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail. D. Storm Drainage Notes 1. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s). 2. All recommendations of the PRELIMNARY DRAINAGE REPORT FOR PSD MIDDLE SCHOOL HIGH SCHOOL #2 DATED OCTOBER 9, 2019 by Northern Engineering shall be followed and implemented. 3. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must by submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall by submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development Agreement. E. Utility Notes 1. All waterline and sanitary sewer construction shall conform to the City of Fort Collins Utility standards and specifications current to date of construction. 2. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the water utility. 3. Water mains shall be poly-wrapped D.I.P, or PVC with tracer wire. 4. HDPE pipe may be used for 1-1/2 and 2 inch water services. The pipe shall meet the standards of AWWA 901, NSF Standard 61 and ASTM. The HDPE pipe shall be SDR 9 having a pressure rating of 200 psi. Stiffeners shall be used at all fittings and connections. Tracer wire shall be installed with the HDPE service, and shall extend up the curb stop. The curb stop shall be covered with a metal valve box and "water" lid per City Water Detail 11A. F. BOXELDER GENERAL NOTES 1. Existing Utility Locates: It shall be the responsibility of the Contractor to coordinate field locates of all existing utilities prior to commencement of any construction. Contractor shall also notify all affected utility companies prior to commencing construction. In the event of damage to any existing utility, the contractor shall immediately notify the owner of the utility involved and unless authorized in writing by the owner of the subject utility, shall not attempt to make repairs. The cost of repairs shall be the responsibility of the Contractor. 2. District Owned Easement Pictures: Contractor to provide sequential digital pictures spaced at no more than 300 feet detailing conditions of the off-site Boxelder Owned Easement Conditions and any structures that could be affected, to the District and the property owner prior to the start of any off-site work. These pictures shall include all existing fence, ditches, ditch structures, out buildings, water troughs, trees and all other landscaping. Pictures are to be placed at no more than four (4) pictures on a 11x8 sheet of photo paper inserted into transparent sleeves and delivered with the drawings of record in a three (3) ring binder. 3. Protection of Property: Contractor shall continuously maintain adequate protection from damage of all public and private property through which the work is done. 4. Safety: All sewer main installation within the District shall be subject to current (Occupational Safety and Heath Association (OSHA) and the Colorado Safety Association, (CSA) safety requirements. Contractor shall also comply with any and all requirements and regulations as set forth by City, County, State and Federal agencies having applicable authority. 5. Start of Construction: No construction shall begin without prior design review of the District. The District shall be notified 48 hours in advance of starting construction or testing to allow for scheduling. 6. Road Excavation Permits: In event that State, County or City road excavation permit(s) are required, the Contractor is responsible for obtaining all road permits which may be required. 7. Other Permits: The Contractor shall be responsible for obtaining all permits required for construction. 8. Revisions: No verbal authorization for field revision shall be given. All requests for field revision shall be made in writing accompanied by proposed change indicated on copy of the approved design drawings. Any field revision approved and installed shall also be accurately documented on the Drawings of Record. 9. Materials: Plastic Pipe -All gravity sanitary sewer piping shall be Polyvinyl Chloride (PVC) unless otherwise noted on the approved drawings. Pipe 15” and smaller shall conform to ASTM D3034, Type PSM, and SDR 35. Pipe 18” and larger shall conform to ASTM F679. All fittings shall be (PVC) unless otherwise noted. 10. Pipe Cover: A minimum cover of 3-1/2 feet of cover shall be maintained throughout the sewer line and service line installation. 11. Bedding: All sewer main installation shall include bedding. Bedding shall be ¾” washed rock uniformly graded and compacted. Refer to force main desgin for force main bedding requirements. Trench shall be excavated to a depth below established grade equal to ¼ of pipe diameter (min. 4”). Bell depressions shall be provided for all joints. In event that unstable trench conditions are encountered at pipeline grade 1-1/2” uniformly graded washed rock shall be used for stabilization. Bedding material shall be placed and compacted under and around sides of the pipe. Place bedding in such a manner as to provide solid, uniform bearing surface for full length of barrel. Minimum 30” initial lift above pipe before other than hand compaction equipment is to be used. Note maximum trench width detail. 12. Backfill: Backfilling of trench shall be performed as soon as practical, subsequent to inspection and approval. Backfilling of acceptable material shall not be placed in lifts of greater than one (1) foot. Backfill shall be compacted to 95% of optimum density in roadway and residential areas and 90% in all off-site easement areas unless otherwise noted. Compaction testing of bedding and back fill shall be at least five tests per 1,000 feet and at varying depths and locations in accordance with the requirements of the applicable authority or as required in project specific specifications. 13. Concrete: All concrete construction shall be completed utilizing 3,000 psi at twenty-eight (28) days or equal concrete. 14. Pavement or Other Repairs: In event that asphalt or concrete pavement, sidewalks, storm sewers, waterline or any other public or privately owned property is damaged or requires reconstruction due to the work, repairs or replacement will be made in accordance with the requirements of the appropriate governing authority. Private property will be returned to its original condition or as close to original condition as reasonably possible, unless otherwise noted on the drawings. 15. Service Taps on Existing Lines: All taps made on existing lines shall be completed at developer's expense by District personnel or the District's authorized contractor with no exception. 16. Inspection: Construction shall conform to District Standards and Specifications or project specific specifications at all times. The District shall inspect the construction as necessary and shall observe all line testing. The District shall have the authority to ascertain that all construction of facilities is equal to or better than minimum construction requirements as set forth in 17. Testing: All lines shall be pressure tested and flushed by the Contractor in accordance with District Standards and Specifications and under the District's supervision. Upon passing, copies of all passing test results including soils compaction in the area of sewer main construction shall be provided to the District. 18. Acceptance: Upon completion of all utility construction (sewer and other) and fulfillment of all District requirements, preliminary acceptance of new sewer system improvements will occur in accordance with District's acceptance procedure. 19. Warranty: The Contractor shall warrant the materials, installation, workmanship and surface restoration for a period of two years from date of preliminary acceptance. During this warranty period the Developer shall promptly repair any defects in the work and maintain the work area. At the close of the two-year warranty period the District will make a field inspection. Upon satisfactory correction of any deficiencies noted the District would make final acceptance of the lines and work. The lines and the appurtenances shall then become the sole property and responsibility of Boxelder Sanitation District. 20. Drawings of Record and Total Costs: Within 90 days of preliminary acceptance of the new facilities, the District shall be provided with acceptable Drawings of Record of the complete system consisting of two sets of fill size reproduced prints, two sets of ½-size reproduced prints, one set of 6 mil double matted reproducible mylars and one complete digital file equivalent (software and version to be confirmed at time of delivery). Written confirmation of the total cost of all sewer system improvements shall also be submitted with the Drawings of Record. E. EAST LARIMER COUNTY WATER DISTRICT GENERAL NOTES FOR CONSTRUCTION Version: 10/10/2017 The following information is condensed from the current "Standard Construction Specifications for Water Mains" (Specification) as adopted by the East Larimer County Water District (‘ELCO’ or ‘District’) and is to be considered as such. In the event of any conflict the full District Specification document shall take precedence over these general notes. 1. Standards and Specifications: Construction shall be per the District Specifications in effect at the start of construction. Material or equipment shall be manufactured per the most recent version of applicable industry standards 2. Locates: Contractor shall coordinate field locates of all existing utilities prior to commencement of any construction and as required notify all affected utility companies prior to commencing construction. Cost of repairs to any other utility damaged during District waterline installation shall be the responsibility of the Contractor. 3. Damage to Property: Contractor shall continuously maintain adequate protection from damage of all public and private property through which the work is done and shall be fully responsible for all costs associated with damage to any and all other public and private property. 4. Safety: Contractor shall comply with any and all requirements and regulations as set forth by City, County, State and Federal agencies having applicable authority. 5. Landscaping Adjacent to District Waterlines: No landscaping (bushes, shrubs, trees or other plantings) that has a mature height of over 3 feet (3-ft) shall be placed within ten feet (10-ft) of any District waterline or appurtenance (distribution main, service line, fire hydrant, meter, etc.). Bushes or shrubs with a mature height of less than 3-ft shall be placed a minimum 4-ft from any District waterline or appurtenance. The District shall have the right to remove any landscaping that violates this standard, at any time such landscaping is discovered, and shall not be required to replace the removed landscaping. 6. Design Approval and Construction Start: No construction shall begin without prior design approval from ELCO. District shall be notified 48 hours in advance of starting construction or testing to allow for scheduling. 7. Permits: Contractor is responsible for obtaining all County road permits which may be required. For any permitting where the District must apply for a permit the Contractor shall coordinate, cover the cost and schedule the permit acquisition with the District. 8. Changes During Construction: No verbal authorization for field revision shall be given. All requests for such field revision shall be made in writing accompanied by proposed change indicated on copy of the approved design drawings. Any field revision approved and installed shall also be accurately documented on the Contrctor’s As-Built drawings. 9. Materials of Construction: a. Pipe: All water piping shall be Polyvinyl Chloride (PVC). All PVC piping 6-inch through 12-inch shall be DR 18 (pressure class 235 psi) and manufactured in accordance with AWWA Standard C900, "Polyvinyl Chloride (PVC) Pressure Pipe, 4-inch through 12-inch, For Water Distribution". All PVC piping 14-inch through 24-inch shall be DR 18 (pressure class 235 psi) and manufactured in accordance with AWWA Standard C905, "Polyvinyl Chloride (PVC) Water Transmission Pipe, Nominal Diameters 14-inch through 36". Pipe with a diameter greater than 24 inches shall be specified based on engineered design. b. Tracer Wire: All water piping shall be installed with a twelve (12) gauge solid copper wire, plastic coated, six hundred (600) volt taped to top of pipe and surfaced at each valve as a tracer wire. c. Pipe Joints: Pipe joints shall be made using an integral bell with an elastomeric gasket push-on type joint or using machined couplings of a sleeve type with rubber ring gaskets and machined pipe ends to form a push-on type joint. d. Materials and Installation: All materials installed shall be free of manufacturer defects. Any defective or damaged materials noted on the construction site shall be so marked and removed from the site. Under no circumstances shall any PVC piping be installed utilizing mechanical equipment to seat the joints. e. Pipe Fittings: All fittings shall be mechanical joint, ductile iron, manufactured in accordance with AWWA Standard C153. Fittings shall be furnished with a cement-mortar lining of standard thickness class with a 250 psi pressure rating. f. Gate Valves: Gate valves shall conform to AWWA Standard C509 with mechanical joint, 2" open left operating nut and resilient seat. g. Butterfly Valves: Butterfly valves shall be used for all valves 12-inches and larger and conform to AWWA Standard C504 with mechanical joint, 2" open left operating nut, resilient seat and shall be equipped with sand bonnet. h. Fire Hydrants: Hydrants shall conform to AWWA Standard C502, 1" square open-right operating nut. Allowable manufacturers and models are Mueller Super Centurion with epoxy coated shoe or American Flo Control Waterous Pacer WB-67-250X with epoxy coated shoe. All fittings shall be swing assemblies with anchor couplings. i. Pipe, Valve and Fitting Wrap: All fittings, valves, fire hydrant shoes and plugs shall be poly-wrapped with 8-mil thick polyethylene plastic wrap, double layered, and ends securely taped prior to backfill. 10. Bedding: All pipe shall be bedded in 3/4" washed rock uniformly graded and compacted. Trench shall be excavated to a depth below established grade equal to 1 4 of pipe diameter (min. 4"). Bell depressions shall be provided for all joints. In event that unstable trench conditions are encountered at pipeline grade 1-1/2" uniformly graded washed rock shall be used for stabilization. Bedding material shall be placed and compacted under and around sides of the pipe. Minimum 30" backfill above pipe before other than hand compaction equipment is to be used. Note maximum trench width detail. 11. Backfill: Backfill of acceptable material shall be placed in lifts not greater than one (1) foot. Backfill shall be compacted to 95% of optimum density in roadway areas or per road authority’s requirements, and 90% in all other locations. Compaction testing of bedding and backfill shall be at least five tests per 1,000 feet and at varying depths and locations in accordance with the requirements of the applicable authority. 12. Joint Restraint: All fittings, tees, plugs and fire hydrants shall be provided with anchor couplings and/or joint restraint in accordance with District Specifications or as required per engineer’s design. Thrust blocks shall be used only as required per field conditions and as approved or directed by the District field inspector. 13. Concrete: All concrete construction, including thrust blocks, shall be completed utilizing Type 5 or equal cement only. 14. Asphalt Replacement: For asphalt pavement that is cut and has been in place less than two years (according to City or County Engineer's record), the cut shall be a minimum of 20 feet in width and will be replaced to the specified depth by a paving machine. 15. Pipe Cover: A minimum cover of 4-1/2 feet of cover over top of pipe shall be maintained throughout the waterline and service line installation, particularly in areas of new grading and drainage swales. Extra bury depth may be required to maintain minimum cover at drainage culvert crossings and/or fire hydrant runs. Maximum allowable cover shall be 6 feet, unless specifically approved by the District. 16. Connection to Existing System: All connections to existing waterlines shall be completed at developer's expense by District personnel or the District's authorized contractor with no exception. 17. Inspection: The District shall have the authority to inspect and verify that all construction of facilities is equal to or better than minimum construction requirements as set forth in the District’s Specifications. The District shall also have the authority to assign an inspector to check any and all work, including all materials to be incorporated in the work, excavation, bedding, backfill, testing and all construction methods and practices. 18. Testing and Acceptance: All lines shall be pressure tested, chlorinated and flushed by the Contractor in accordance with District Specifications and under the District's supervision. Upon passing chlorination testing, bacteriological testing will be completed by a State certified water quality control laboratory. Copies of all passing test results, including soils compaction in the area of water main construction, shall be provided to the District. 19. Project As-Built and Record Drawing Requirements: a. As-built drawings are prepared by the contractor. They confirm, in red ink, on-site changes to the original construction documents. The As-built drawings shall be delivered to the project’s design engineer for conversion to Record Drawings. A PDF version shall be delivered to the District. b. Record Drawings are prepared by the project’s design engineer and reflect on-site changes the contractor noted in the As-built drawings. The Record Drawings shall be approved by the District prior to Preliminary Acceptance of the project. Record Drawings are to be delivered to the District in hard copy (11 x 17 format) and electronic format. Hard copy drawing text font size shall be large enough to be legible with font size approved by the District. Electronic format shall be delivered in Adobe (PDF), AutoCAD and ArcView shape files (release version to be confirmed with District at time of submittal). These documents shall accurately reflect any change made in the field which varies from the approved construction plan and including, at a minimum, field dimensions and elevations, horizontal and vertical locations of underground utilities and appurtenances. Include with the Record Drawings a complete copy of the recorded Filing Plat and a written confirmation of total costs of all water system improvements involved. 20. Warranty: The Contractor shall warrant all work associated with the waterline installation including, but not limited to the materials, installation workmanship and surface restoration for a period of two years from date of Preliminary Acceptance. During this warranty period the Contractor shall repair any defects in the work and maintain the work area. At the close of the two-year warranty period and upon satisfactory correction of any deficiencies noted, the District shall accept the constructed lines and appurtenances as the sole property and responsibility of the District. 33-35 C400-C402 OVERALL GRADING PLAN 36-44 C403-C411 GRADING PLAN 45-47 C500-C502 EROSION CONTROL PLAN 48 C600 DRAINAGE EXHIBIT A. GENERAL NOTES 1. All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth in the Larimer County Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and the specifications, or any applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the City of Fort Collins. 2. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise. 3. These public improvement construction plans shall be valid for a period of three years from the date of approval by the City of Fort Collins Engineer. Use of these plans after the expiration date will require a new review and approval process by the City of Fort Collins prior to commencement of any work shown in these plans. 4. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the City of Fort Collins, as beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the City of Fort Collins Engineer shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by law, the engineer hereby agrees to hold harmless and indemnify the City of Fort Collins, and its officers and employees, from and against all liabilities, claims, and demands which may arise from any errors and omissions contained in these plans. 5. All storm sewer construction, as well as power and other "dry" utility installations, shall conform to the City of Fort Collins standards and specifications current at the date of approval of the plans by the City of Fort Collins Engineer. 6. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of the Developer to verify the existence and location of all underground utilities along the route of the work before commencing new construction. The Developer shall be responsible for unknown underground utilities. 7. The Developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning excavation or grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be located by contacting the respective representative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall be the responsibility of the Developer to relocate all existing utilities that conflict with the proposed improvements shown on these plans. 8. The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any utility crossings required. 9. If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall coordinate with the engineer to modify the design. Design modification(s) must be approved by the City of Fort Collins prior to beginning construction. 10. The Developer shall coordinate and cooperate with the City of Fort Collins, and all utility companies involved, to assure that the work is accomplished in a timely fashion and with a minimum disruption of service. The Developer shall be responsible for contacting, in advance, all parties affected by any disruption of any utility service as well as the utility companies. 11. No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies the utility provider. Notification shall be a minimum of 2 working days prior to commencement of any work. At the discretion of the water utility provider, a pre-construction meeting may be required prior to commencement of any work. 12. The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and sanitary sewer should be constructed prior to installation of the water lines and dry utilities. 13. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the Water Utility. 14. A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or if water is discharged into a storm sewer, channel, irrigation ditch or any waters of the United States. 15. The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado Department of Health, Water Quality Control Division, (303) 692-3590), the Storm Water Management Plan, and the Erosion Control Plan. 16. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s). 17. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must be submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development Agreement. 18. The City of Fort Collins shall not be responsible for any damages or injuries sustained in this Development as a result of groundwater seepage, whether resulting from groundwater flooding, structural damage or other damage unless such damage or injuries are sustained as a result of the City of Fort Collins failure to properly maintain its water, wastewater, and/or storm drainage facilities in the development. 19. All recommendations of the PRELIMNARY DRAINAGE REPORT FOR PSD MIDDLE SCHOOL HIGH SCHOOL #2 DATED OCTOBER 9, 2019 by Northern Engineering shall be followed and implemented. 20. Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. All erosion control measures shall be maintained in good repair by the Developer, until such time as the entire disturbed areas is stabilized with hard surface or landscaping. 21. The Developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud and debris must be removed within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.) or as approved by the the City of Fort Collins street inspector. 22. No work may commence within any improved or unimproved public Right-of-Way until a Right-of-Way Permit or Development Construction Permit is obtained, if applicable. 23. The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction. The Developer shall notify the the City of Fort Collins Inspector (Fort Collins - 221-6605) and the City of Fort Collins Erosion Control Inspector (Fort Collins - 221-6700) at least 2 working days prior to the start of any earth disturbing activity, or construction on any and all public improvements. If the City of Fort Collins Engineer is not available after proper notice of construction activity has been provided, the Developer may commence work in the Engineer absence. However, the City of Fort Collins reserves the right not to accept the improvement if subsequent testing reveals an improper installation. 24. The Developer shall be responsible for obtaining soils tests within the Public Right-of-Way after right of way grading and all utility trench work is complete and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not correspond with the results of the original geotechnical report, the Developer shall be responsible for a re-design of the subject pavement section or, the Developer may use the City of Fort Collins' default pavement thickness section(s). Regardless of the option used, all final soils/pavement design reports shall be prepared by a licensed Professional Engineer. The final report shall be submitted to the Inspector a minimum of 10 working days prior to placement of base and asphalt. Placement of curb, gutter, sidewalk, base and asphalt shall not occur until the City of Fort Collins Engineer approves the final report. 25. The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter flowline at all intersections, inlets, and other locations requested by the the City of Fort Collins inspector. The engineer or surveyor must certify in a letter to the City of Fort Collins that these elevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and then resolved with the City of Fort Collins before installation of base course or asphalt will be allowed on the streets. 26. All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction. For the purposes of these standards, any work except c/g above the subgrade is considered final stage work. All service lines must be stubbed to the property lines and marked so as to reduce the excavation necessary for building connections. 27. Portions of Larimer County are within overlay districts. The Larimer County Flood Plain Resolution should be referred to for additional criteria for roads within these districts. 28. All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance with the construction criteria as established in the Wild Fire Hazard Area Mitigation Regulations in force at the time of final plat approval. 29. Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester to schedule a site inspection for any tree removal requiring a permit. 30. The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and security. Refer to OSHA Publication 2226, Excavating and Trenching. 31. The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right-of-Way authority. (The City of Fort Collins, Larimer County, Colorado), for approval, prior to any construction activities within, or affecting, the Right-of-Way. The Developer shall be responsible for providing any and all traffic control devices as may be required by the construction activities. 32. Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact the City of Fort Collins Traffic Operations Department, who will temporarily remove or relocate the sign at no cost to the contractor, however, if the contractor moves the traffic sign then the contractor will be charged for the labor, materials and equipment to reinstall the sign as needed. 33. The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the Development's local street operations. In addition, the Developer is responsible for all costs for traffic signing and striping related to directing traffic access to and from the Development. 34. There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins Engineer, and no site construction activities on Sundays or holidays, unless there is prior written approval by City of Fort Collins. 35. The Developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on these drawings, or designated to be provided, installed, or constructed, unless specifically noted otherwise. 36. Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the Designer for clarification, and annotate the dimension on the as-built record drawings. 37. The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and specifications, and a copy of any permits and extension agreements needed for the job. 38. If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications, the Developer shall contact the Designer and the City of Fort Collins Engineer immediately. 39. The Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available to the Larimer County's Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the City of Fort Collins Engineer. 40. The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2) for the project as well as the basis of bearings. The information shall be as follows: PROJECT DATUM: NAVD88 City of Fort Collins Benchmark 27-01 Northeast corner of C.R.5 and E. Prospect RD., on the end block of a 15" diameter steel pipe. ELEV.= 4918.13 City of Fort Collins Benchmark 47-01 South Side of Prospect Road where it intersects I-25, on the west end of the parapet wall to the bridge (B16 AM) over I-25, On a Dept of Highways brass Cap ELEV.= 4934.13 Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29 Unadjusted Datum (Prior City of Fort Collins Datum) for their vertical datums. If NGVD29 Unadjusted Datum (Prior City of Fort Collins Datum) is required for any purpose, the following equation should be used: NGVD29 Unadjusted Datum (Prior City of Fort Collins Datum) = NAVD88 - 3.18' Basis of Bearings The Basis of Bearings is the South line of the Southeast Quarter of Section 15 as bearing South 89° 59' 09" West (assumed bearing). 41. All stationing is based on centerline of roadways unless otherwise noted. 42. Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters, landscaping, structures, and improvements destroyed, damaged or removed due to construction of this project, shall be replaced or restored in like kind at the Developer's expense, unless otherwise indicated on these plans, prior to the acceptance of completed improvements and/or prior to the issuance of the first Certificate of Occupancy. 43. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by the City of Fort Collins Construction Inspector before any cuts are made. Patching shall be done in accordance with the City of Fort Collins Street Repair Standards. The finished patch shall blend in smoothly into the existing surface. All large patches shall be paved with an asphalt lay-down machine. In streets where more than one cut is made, an overlay of the entire street width, including the patched area, may be required. The determination of need for a complete overlay shall be made by the Larimer County Engineer and/or the City of Fort Collins Inspector at the time the cuts are made. 44. Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before construction, or to the grades and condition as required by these plans. 45. Standard Handicap ramps are to be constructed at all curb returns and at all "T" intersections. 46. After acceptance by the City of Fort Collins, public improvements depicted in these plans shall be guaranteed to be free from material and workmanship defects for a minimum period of two years from the date of acceptance. 47. The City of Fort Collins shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage structures and pipes, for the following private streets: N.A. 48. Approved Variances are listed as follows: N.A. CONSTRUCTION NOTES A. Grading and Erosion Control Notes 1. The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site. 2. There shall be no earth-disturbing activity outside the limits designated on the accepted plans. 3. All required perimeter silt and construction fencing shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc). All other required erosion control measures shall be installed at the appropriate time in the construction sequence as indicated in the approved project schedule, construction plans, and erosion control report. 4. At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion including keeping the property sufficiently watered so as to minimize wind blown sediment. The Developer shall also be responsible for installing and maintaining all erosion control facilities shown herein. 5. Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall be limited to the area(s) required for immediate construction operations, and for the shortest practical period of time. 6. All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened condition by ripping or disking along land contours until mulch, vegetation, or other permanent erosion control BMPs are installed. No soils in areas outside project street rights-of-way shall remain exposed by land disturbing activity for more than thirty (30) days before required temporary or permanent erosion control (e.g. seed/mulch, landscaping, etc.) is installed, unless otherwise approved by the City/County. 7. In order to minimize erosion potential, all temporary (structural) erosion control measures shall: a. Be inspected at a minimum of once every two (2) weeks and after each significant storm event and repaired or reconstructed as necessary in order to ensure the continued performance of their intended function. b. Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the erosion control inspector. c. Be removed after the site has been sufficiently stabilized as determined by the erosion control inspector. 8. When temporary erosion control measures are removed, the Developer shall be responsible for the clean up and removal of all sediment and debris from all drainage infrastructure and other public facilities. 9. The contractor shall immediately clean up any construction materials inadvertently deposited on existing streets, sidewalks, or other public rights of way, and make sure streets and walkways are cleaned at the end of each working day. 10. All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not to cause their release into any waters of the United States. 11. No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport by surface roughening, watering, and perimeter silt fencing. Any soil stockpile remaining after thirty (30) days shall be seeded and mulched. 12. The stormwater volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon completion of the project and before turning the maintenance over to the City/County or Homeowners Association (HOA). 13. City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the discharge of any pollutant or contaminated water from construction sites. Pollutants include, but are not limited to discarded building materials, concrete truck washout, chemicals, oil and gas products, litter, and sanitary waste. The developer shall at all times take whatever measures are necessary to assure the proper containment and disposal of pollutants on the site in accordance with any and all applicable local, state, and federal regulations. 14. A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to contain washout material and located at least fifty (50) feet away from any waterway during construction. Upon completion of construction activities the concrete washout material will be removed and properly disposed of prior to the area being restored. 15. Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The Developer shall implement whatever measures are determined necessary, as directed by the City. 16. For additional information see separate Stormwater Management Plan / Erosion Control Report for PRELIMNARY DRAINAGE REPORT FOR PSD MIDDLE SCHOOL HIGH SCHOOL #2 DATED OCTOBER 9, 2019.