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HomeMy WebLinkAboutBLOOM FILING THREE MULTI-FAMILY DWELLINGS - PDP220011 - DOCUMENT MARKUPS - ROUND 2 - UTILITY PLANS (3)R20'EX PROPERTYBOUNDARYEX PROPERTYBOUNDARY/ROWEX PROPERTYBOUNDARY/ROWEX PROPERTYBOUNDARYEX 9' UTILITYEASEMENTEX 15' UTILITYEASEMENTEX 9' UTILITYEASEMENTEX 9' UTILITYEASEMENT20' ELCO EASEMENT(BOOK 1740 PAGE 881(#11)20' ANHEUSER-BUSCHEASEMENTRECEPTION NO. 85033771(#12)BUILDING 8POOLBUILDING 9BUILDING 10BUILDING 11BUILDING 12BUILDING 13BUILDING 14BUILDING 15ANGELA AVENUEINTERNATIONAL BLVD.ARIA WAYPLAYGROUNDTOTLOT R3'R2'R3'R3'R3 'R20'R3'R3 'R3'R20'R 2 0 'R3'R 3 'R20'R 3 'R3'R 3 'R3'R1 5 'R3'R 3 'R2'R3'R15'R3'R3 'R3'R 3 'R3'R3 'R3'R20'R3'R3 'R3'R3'R3'R3'R3'R3'R3'R3'R3'R15'R3'R3'R3'R3'R15'R3'R3'R3'R3'R20'R2'R3'R3'R2'R3'R2'R20'R20'R3'R3 '11111111111111111111111144444444444444444444444444444445555555556666666666101010101010101010101187878778788799131313161313131313131313131313131313131313131313131312121010410101010101010101010101010105R3'18413131111010101010R3'13R20'R 3 'R3'R 3 'R20'R3'544R2 'R3 ' R 3 'R3'R3'R3'R3'R2'R2'R2'R20'R3'R3'2516366458R20'R20'R20'R2'R3'R2'644R20'R 3 'R3 'R3'R3 '148161434141414141416551414EX 4' ACCESSEASEMENTEX 4' ACCESSEASEMENTEX 9' UTILITYEASEMENTEX PROPERTYBOUNDARY/ROWPROP EMERGENCY ACCESSEASEMENT (WIDTH OF DRIVEAISLE, TYP.)PROP EMERGENCY ACCESSEASEMENT (WIDTH OFDRIVE AISLE, TYP.)PROP EMERGENCYACCESS EASEMENT(WIDTH OF DRIVEAISLE, TYP.)3163232323227272727PROP UTIL ESMTPROP UTILESMTPROP UTIL ESMTPROP UTIL ESMT1416320202020201416MATCH LINESEE SHEET C-007ARIA WAYDELOZIER ROAD 161423232323232314PROP 10'SIDEWALKPROP 10'SIDEWALKPROP 10'SIDEWALKPROP 5'SIDEWALKPROP 5'SIDEWALKPROP 5'SIDEWALKPROP 6'SIDEWALK232323232323232323PROP LIMITS OFDEVELOPMENTPROP LIMITS OFDEVELOPMENTPROP LIMITS OFDEVELOPMENTPROP LIMITS OFDEVELOPMENTPROP LIMITS OFDEVELOPMENTPROP LIMITS OFDEVELOPMENTSHEET No:PROJECT/ LOCATION: DRAWING:OFCHECKED BY:DESIGNED BY:DRAWN BY:DESCRIPTION OF REVISION:DATE:REVISED BY:APPROVED BY:REV. # 1 2 3 4 5 6 7 P R E L IM INARYNOT FOR CON S T RU C T IONproject no:date: BLOOM FILING THREE FORT COLLINS, COLORADO HORIZONTAL CONTROL PLAN (NORTH)C-006620JULY 27, 2022801-004JRGJRGJRGASPEN0'SCALE: 1" = 30'30'60'FOR THE MARKING OF UNDERGROUNDBEFORE YOU DIG, GRADE, OR EXCAVATECALL 2 BUSINESS DAYS IN ADVANCECENTER OF COLORADOCALL UTILITY NOTIFICATION1-800-922-1987MEMBER UTILITIES.NOTES .1.SEE TYPICAL ROADWAY SECTION SHEET C-003, FOR APPLICABLE BLOOM FILING THREESTREETS. SEE PLANS, BY OTHERS, FOR MASTERPLAN STREET SECTIONS.2.SEE SHEET C-002 FOR MASTER LEGEND, SYMBOLS, AND GENERAL CONSTRUCTIONNOTES.3.ALL DIMENSIONS ARE TO FLOWLINE, UNLESS NOTED OR SHOWN OTHERWISE.4.THE PROPERTY BOUNDARY SERVES AS THE "LIMITS OF DEVELOPMENT" AS SHOWNFOR ROAD AND UTILITY IMPROVEMENTS EXCEPT ON US HIGHWAY 287.5.SEE DETAIL SHEETS FOR STOP, STREET NAME, & SIGN POST DETAILS. SEE THISSHEET FOR SIGN LEGEND.6.PLEASE REFER TO THE PLAT FOR EMERGENCY ACCESS AND ALL OTHER EASEMENTSFOR THE PROPERTY.7.ALL LONG LINE PAINT SHALL BE HIGH BUILD WATERBORNE PAINT, APPLIED AT 22-24MILS WET. ALL OTHER PAVEMENT MARKINGS SHALL BE 125 MIL THERMOPLASTIC.8.THE LIMITS OF DEVELOPMENT IS THE BACK-OF-CURB OF ALL PERIMETER PUBLICSTREETS.PROPOSED 2.5' CURB AND GUTTERPROPERTY BOUNDARYPROPOSED EMERGENCY ACCESS OR UTILITY EASEMENTPROPOSED ROW LINEPROPOSED BUILDINGPROPOSED (PRIVATE) 1.5' CURB AND GUTTERLIMITS OF DEVELOPMENT (LOD) 9'9'9'9'5'9'REGULAR PARKINGADA VAN PARKINGADA CAR PARKING17' 17' 17'PROPOSED LIGHT POLELEGEND PARKING TYPICAL DIMENSIONS PROPOSED SIGNEAE = EMERGENCY ACCESS EASEMENTENDSSIDEWALK18"12"ACCESSIBLEVAN-18"12"PARKINGRESERVEDPARKINGRESERVEDSIGNAGE LEGEND FIRELANEPARKINGNO18"12"STOPR1-1ANGELAAVENUEPRIVATELYMAINTAINED PRIVATEDRIVEPRIVATELYMAINTAINED1'1'BODEBOULEVARDPRIVATELYMAINTAINED123456789101114151819202122232425262728293031321633KEY NOTE LEGEND .PARKING LINE, (SOLID) WHITE 4" WIDE(TYP) USE THERMOPLASTIC IN ROWPROPOSED RAIN GARDENPROPOSED 2' WIDE CURB CUTINSTALL HANDICAP RAMPHANDICAP ACCESSIBLE PARKINGSPACE WITH THERMOPLASTICSTENCILCROSSWALK MARKING PER LCUASSSTD. DRAWING 1404 (TYP.)INSTALL NORTH AMERICAN GREENC350 EROSION CONTROL FABRICINSTALL TYPE III BARRICADEPROPOSED 2' CONCRETE TRICKLEPANPROPOSED HANDRAILS AT WALKPROPOSED DRIVE OVER CURB ANDGUTTERPROPOSED 4' WIDE CURB CUT WITHCONC CHASEPRIVATELY OWNED & MAINTAINEDSIGNPROPOSED MSE WALLFORT COLLINS STREET NAME SIGNSPROPOSED 7' CURB CUT W/ TRANSITIONTO 3' CONCRETE CHANNELSTANDARD DRIVEWAY APPROACHPER LCUASS DETAIL 707.1 (TYP)4" BOLLARD2' x 8" TALL BLOCK OUT IN WALL FORDRAINAGEINSTALL (5) OM4-3 SIGNS AT DEADENDINSTALL BICYCLE RACK W/ CONC PADINSTALL STOP SIGN (R1-1)INSTALL NO PARKING FIRE LANESIGN. R8-31INSTALL HANDICAP ACCESSIBLEPARKING SPACE SIGN. R7-8INSTALL HANDICAP ACCESSIBLEPARKING SPACE SIGN. R7-8aPROPOSED 2' METAL SIDEWALKCULVERTPROPOSED 6' WIDE CONCRETECROSS PANPROPOSED 2' WIDE CURB CUT (w/CONC CHASE, AS APPLICABLE)1213PROPOSED 2.5' VERTICAL CURBPROPOSED 1.5' VERTICAL CURB17(NOT USED)PROPOSED CONCRETE FOREBAYPROPOSED 3' CURB CUT34PROPOSED 4' CURB CUT W/ METALSIDEWALK CULVERT35PROPOSED 3' CONCRETE CHASE W/METAL SIDEWALK CULVERT BUILDING 1BUILDING 2BUILDING 3BUILDING 4BUILDING 5BUILDING 6BUILDING 7BUILDING 8POOLBUILDING 9COMMUNITYBUILDINGBODE BOULEVARDDONELLA DRIVEARIA WAYPROPOSEDRAINGARDENPROP EMERGENCY ACCESSEASEMENT (WIDTH OF DRIVEAISLE, TYP.)BARK PARKEX PROPERTYBOUNDARY/ ROWEX PROPERTYBOUNDARY/ ROWEX 9' UTILITY EASEMENTEX 9' UTILITY EASEMENTEX 9' UTILITYEASEMENTPAVE ACCESS DRIVE INPORTLAND CONCRETE TO ROWPAVE ACCESS DRIVE INPORTLAND CONCRETE TO ROWPAVE ACCESS DRIVE INPORTLAND CONCRETETO ROWE.H.BARKER ET.AL.(PARCEL NO. 8708400002)R20'R20'R2 0 'R20'R20'R 2 0 'R20'R20' R 3 'R3'R 3 'R15'R3'R3'R 3 'R1 5 'R3'R 3 'R20'R 3 'R3.0'R3'R 2 0 '411111111111111111111111111111444444444444444444444444444444444444444444445555555555566666666661010101010101010101010101011111187887878878789999991313131313131313131313131313131313131313131313131313131313131313131313121212121212EX 9' UTILITY EASEMENTR20'R20'10101010410721134214516431414141414141414161616351416141420202522R3'R3'R3'R3'R3'R3'R2'R3'R15'R15'R15'R3'R15'R20'R3'R3'R3'R3'R3'R 3 'R15'R15'R3'R2'R15'R3 'R3'R3 'R3'R3'R3'R3'R3'R20'R3'R3'R3'R3'R3 'R3'R2'R 3 'R3'R3'R3 'R3'R3 'R3'R2'R2'R 3 'R3'R 3 'R3'R3'R3'R 3 'R3'R3'R 3 'R3'R3'R20'R20'R20'R20'R3'R3'R20'R20'R3'R3'R3'R3'R3'EX 9' UTILITYEASEMENTEX PROP PROPERTYBOUNDARY/ ROWEX 9' UTILITYEASEMENTEX 4' ACCESSEASEMENTEX 4' ACCESSEASEMENTEX PROPERTYBOUNDARY/ ROWR3'11122R2'R3'101010104441416R2'R2'446R 3 '1431914662912123030PAVE ACCESS DRIVE INPORTLAND CONCRETETO ROW30302811282626282628263232322727272727272727PROP UTIL ESMTPROP UTIL ESMTPROP UTILESMTPROP UTIL ESMTPROP UTILESMTPROP UTIL ESMTPROP UTIL ESMT352218181821212220202020202020MATCH LINESEE SHEET C-0061414222DELOZIER ROAD 14PROP 10'SIDEWALKPROP 10'SIDEWALKPROP 10'SIDEWALKPROP 5'SIDEWALKPROP 5'SIDEWALKPROP 5'SIDEWALKPROP 5'SIDEWALKPROP 5'SIDEWALK232323232323231717PROP LIMITS OFDEVELOPMENTPROP LIMITS OFDEVELOPMENTPROP LIMITS OFDEVELOPMENTPROP LIMITS OFDEVELOPMENTPROP LIMITS OFDEVELOPMENTSHEET No:PROJECT/ LOCATION: DRAWING:OFCHECKED BY:DESIGNED BY:DRAWN BY:DESCRIPTION OF REVISION:DATE:REVISED BY:APPROVED BY:REV. # 1 2 3 4 5 6 7 P R E L IM INARYNOT FOR CON S T RU C T IONproject no:date: BLOOM FILING THREE FORT COLLINS, COLORADO HORIZONTAL CONTROL PLAN (SOUTH)C-007720JULY 27, 2022801-004JRGJRGJRGASPEN0'SCALE: 1" = 30'30'60'FOR THE MARKING OF UNDERGROUNDBEFORE YOU DIG, GRADE, OR EXCAVATECALL 2 BUSINESS DAYS IN ADVANCECENTER OF COLORADOCALL UTILITY NOTIFICATION1-800-922-1987MEMBER UTILITIES.NOTES .1.SEE TYPICAL ROADWAY SECTION SHEET C-003, FOR APPLICABLE BLOOM FILING THREESTREETS. SEE PLANS, BY OTHERS, FOR MASTERPLAN STREET SECTIONS.2.SEE SHEET C-002 FOR MASTER LEGEND, SYMBOLS, AND GENERAL CONSTRUCTIONNOTES.3.ALL DIMENSIONS ARE TO FLOWLINE, UNLESS NOTED OR SHOWN OTHERWISE.4.THE PROPERTY BOUNDARY SERVES AS THE "LIMITS OF DEVELOPMENT" (LOD).OFFSITE WORK WILL BE REQUIRED FOR DRIVEWAY ACCESS AND UTILITYIMPROVEMENTS. THE LIMITS OF DEVELOPMENT FOR THESE AREAS HAVE BEEN CALLEDOUT AND SHOWN IN THIS PLAN.5.SEE DETAIL SHEETS FOR STOP, STREET NAME, & SIGN POST DETAILS. SEE THISSHEET FOR SIGN LEGEND.6.PLEASE REFER TO THE PLAT FOR EMERGENCY ACCESS AND ALL OTHER EASEMENTSFOR THE PROPERTY.7.ALL LONG LINE PAINT SHALL BE HIGH BUILD WATERBORNE PAINT, APPLIED AT 22-24MILS WET. ALL OTHER PAVEMENT MARKINGS SHALL BE 125 MIL THERMOPLASTIC.8.THE LIMITS OF DEVELOPMENT IS THE BACK-OF-CURB OF ALL PERIMETER PUBLICSTREETS.123456789101114151819202122232425262728293031321633ENDSSIDEWALKKEY NOTE LEGEND .PARKING LINE, (SOLID) WHITE 4" WIDE(TYP) USE THERMOPLASTIC IN ROWPROPOSED RAIN GARDENPROPOSED 2' WIDE CURB CUTINSTALL HANDICAP RAMPHANDICAP ACCESSIBLE PARKINGSPACE WITH THERMOPLASTICSTENCILCROSSWALK MARKING PER LCUASSSTD. DRAWING 1404 (TYP.)INSTALL NORTH AMERICAN GREENC350 EROSION CONTROL FABRICINSTALL TYPE III BARRICADEPROPOSED 2' CONCRETE TRICKLEPANPROPOSED HANDRAILS AT WALKPROPOSED DRIVE OVER CURB ANDGUTTERPROPOSED 4' WIDE CURB CUT WITHCONC CHASEPRIVATELY OWNED & MAINTAINEDSIGNPROPOSED MSE WALLFORT COLLINS STREET NAME SIGNSPROPOSED 7' CURB CUT W/ TRANSITIONTO 3' CONCRETE CHANNELSTANDARD DRIVEWAY APPROACHPER LCUASS DETAIL 707.1 (TYP)INSTALL NO PARKING SIGN2' x 8" TALL BLOCK OUT IN WALL FORDRAINAGEINSTALL (5) OM4-3 SIGNS AT DEADENDPROPOSED 2.5' CURB AND GUTTERPROPERTY BOUNDARYPROPOSED EMERGENCY ACCESS OR UTILITY EASEMENTPROPOSED ROW LINEPROPOSED BUILDINGPROPOSED (PRIVATE) 1.5' CURB AND GUTTERLIMITS OF DEVELOPMENT (LOD) 9'9'9'9'5'9'REGULAR PARKINGADA VAN PARKINGADA CAR PARKING17' 17' 17'PROPOSED LIGHT POLELEGEND PARKING TYPICAL DIMENSIONS PROPOSED SIGN18"12"ACCESSIBLEVAN-18"12"PARKINGRESERVEDPARKINGRESERVEDSIGNAGE LEGEND FIRELANEPARKINGNO18"12"STOPR1-1ANGELAAVENUEPRIVATELYMAINTAINED PRIVATEDRIVEPRIVATELYMAINTAINED1'1'BODEBOULEVARDPRIVATELYMAINTAINEDINSTALL BICYCLE RACK W/ CONC PADINSTALL STOP SIGN (R1-1)INSTALL NO PARKING FIRE LANESIGN. R8-31INSTALL HANDICAP ACCESSIBLEPARKING SPACE SIGN. R7-8INSTALL HANDICAP ACCESSIBLEPARKING SPACE SIGN. R7-8aPROPOSED 2' METAL SIDEWALKCULVERTPROPOSED 6' WIDE CONCRETECROSS PANPROPOSED 2' WIDE CURB CUT (w/CONC CHASE, AS APPLICABLE)1213PROPOSED 2.5' VERTICAL CURBPROPOSED 1.5' VERTICAL CURB17PROPOSED DRY STACK BOULDERWALLPROPOSED CONCRETE FOREBAYPROPOSED 3' CURB CUT34PROPOSED 4' CURB CUT W/ METALSIDEWALK CULVERT35PROPOSED 3' CONCRETE CHASE W/METAL SIDEWALK CULVERTEAE = EMERGENCY ACCESS EASEMENT COCOCOBUILDING 1BUILDING 2BUILDING 3BUILDING 4BUILDING 5BUILDING 6BUILDING 7BUILDING 8POOLBUILDING 9BODE BOULEVARDDONELLA DRIVEARIA WAYPROPOSEDRAIN GARDENPROP EMERGENCY ACCESSEASEMENT (WIDTH OF DRIVEAISLE, TYP.)PROP EMERGENCY ACCESSEASEMENT (WIDTH OF DRIVEAISLE, TYP.)EX PROPERTYBOUNDARY/ ROWEX PROPERTYBOUNDARY/ROWEX PROPERTYBOUNDARY/ ROWEX 9' UTILITYEASEMENTEX 9' UTILITYEASEMENTEX 9' UTILITYEASEMENTEX 9' UTILITYEASEMENTPAVE ACCESSDRIVE IN PORTLANDCONCRETE TO ROWPAVE ACCESSDRIVE IN PORTLANDCONCRETE TO ROWPAVE ACCESSDRIVE IN PORTLANDCONCRETE TO ROWEXCLUSIVE WATERLINE EASEMENTRECEPTION NO. 200700800409 (#14)E.H.BARKER ET.AL.(PARCEL NO. 8708400002)FF 44.20FF 42.80FF 43.60FF 43.10FF 42.60FF 42.50FF 43.30FF 41.30FF 39.40FF 40.3042.5043.10 43.5340.3241.8541.5541.6041.5041.5040.7040.3041.7041.3540.4640.3040.6340.6339.5039.2239.4039.0038.9039.49 42.3042.30 41.4842.76 43.20 4 1 . 8 0 4 2 . 1 3 4 3 . 1 1 4 3 . 0 0 4 3 . 1 1 4 3 . 0 0 4 2 . 9 3 42.9 3 4 3 . 5 8 4 0 . 8 0 4 0 . 4 8 41.464 1 . 4 1 4 1 . 0 0 4 1 . 1 0 4 0 . 7 0 4 0 . 8 0 4 0 . 4 0 4 0 . 3 4 4 0 . 0 8 4 0 . 5 4 3 9 . 6 1 3 9 . 0 1 3 9 . 0 0 3 8 . 9 5 3 9 . 3 0 3 9 . 8 0 3 9 . 3 5 40.0240.1039. 6 1 3 9 . 3 2 39.10 39.323 8 . 3 9 3 8 . 5 1 3 8 . 2 4 3 7 . 7 7 3 7 . 6 0 3 8 . 0 0 3 8 . 2 0 3 7 . 7 4 3 7 . 5 9 3 8 . 7 3 38.803 8 . 7 0 3 8 . 5 0 3 8 . 2 0 3 8 . 2 0 3 8 . 0 7 4 1 . 6 0 4 1 . 6 0 4 1 . 9 3 4 1 . 9 3 3 8 . 6 0 3 9 . 9 1 4 1 . 8 6 4 2 . 2 0 4 2 . 5 0 41.3041.4141.5842.1040.7141.054 1 . 5 4 41.904 2 . 6 1 4 2 . 9 0 41.8040.5041.4040.9539.2038.8038.4538.4538.60 39.5038.7039.1040.8541.3041.5542.6340.3040.3038.7338.4038.4039.6339.3039.3039.6341.9342.4342.4342.1042.1042.7042.3941.7042.2042.2842.3041.8341.9041.5642.3041.74TOW43.00TOW42.50TOW42.50TOW42.50TOW40.50TOW40.50TOW40.50TOW40.50TOW40.50TOW40.50TOW42.50TOW42.50TOW42.50TOW43.00TOW43.0042.9041.9041.9039.9040.2040.3040.3040.2042.3042.2042.3042.2043.2043.1043.5340.63 42.63 4 2 . 1 3 4 1 . 8 3 4 1 . 8 3 4 1 . 9 3 3 9 . 6 3 38.7340.63 42.6340.5040.8040.9040.6640.3039.6140.9041.6838.7039.05 39.1938.1638.4439.59 38.50 3 8 . 6 0 3 8 . 3 0 3 7 . 8 0 3 8 . 6 0 3 8 . 4 0 3 9 . 2 0 3 8 . 9 6 3 8 . 7 0 3 9 . 2 0 4 0 . 8 0 4 0 . 4 1 4 0 . 6 0 4 1 . 4 0 4 1 . 0 0 41.003 8 . 8 9 39.30 3 9 . 4 0 3 9 . 8 0 3 9 . 9 0 4 0 . 1 1 4 1 . 1 2 4 1 . 2 0 4 1 . 5 5 41.6240.4041.0040.6040.5440.0040.2840.7040.3940.3440.6040.2041.9041.6842.2542.6741.8340.4041.3941.5041.1540.2040.4042.0041.7639.9040.2039.5039.7639.5039.1539.184 0 . 7 0 4 0 . 3 6 4 0 . 7 0 4 0 . 7 0 4 0 . 4 2 4 0 . 3 9 4 2 . 1 0 38.8641.0040.7039.7039.4138.3037.9038.5038.5038.2038.9039.3039.3038.503 7 . 9 9 37.3037.6038.2038.3038.503 9 . 1 0 3 8 . 7 0 3 9 . 2 0 3 9 . 7 539.2639.3437.6037.8838.2038.4838.5237.7038.263 8 . 8 639.3040.1141.0541.1540.7541.2041.9042.2441.60 42.33 4 2 . 1 0 4 1 . 8 0 4 1 . 7 641.0041.3440.4841.0041.004 1 . 8 3 4 1 . 8 3 4 1 . 5 0 4 1 . 5 041.5041.5042.6842.26 41.8543.5341.22 39.7036.903 8 . 7 9 39.2040.504 0 . 1 7 4 1 . 6 0 4 1 . 6 039.634 2 . 1 041.0040.8041.5043.5843.60COMMUNITYBUILDING41. 8 0 41. 8 0 41.803 6 . 6 3 3 6 . 6 1 3 7 . 7 3 3 8 . 6 1 3 8 . 9 4 3 9 . 7 6 3 9 . 6 642.6341.9041.9036.00 36 . 0 0 36.00 3 6 . 0 0 DELOZIER ROAD 39.6940.7740.2039.2238.7338.2837.6538.7338.7321217129888888899989881111141313898131616161515151515151510101012121311111111111118899444444444444444455205561976771111221204821STEPS REQUIREDSTEPS REQUIREDSTEPS REQUIREDSTEPS REQUIREDSTEPS REQUIREDSTEPS REQUIRED89915MATCHLINESEE SHEET C-011EX 4' ACCESSEASEMENTEX PROPERTYBOUNDARY/ ROWEX 9' UTILITYEASEMENTEX 4' ACCESSEASEMENTEX PROPERTYBOUNDARY/ ROWEX 9' UTILITYEASEMENT39.193 9 . 1 136.2236.5037.1537.5240.2039.733 5 . 0 0 3 5 . 0 0 35.0035.0035.0035.0035.0035. 0 0 35.003 6 . 0 0 41.104039 41 42423839 4038 383941 41 424142414142 40 39394037 38 36 35 35 36 374039 3939 38 37 3941404039 40 41424043424141 42 42 424243 43 41 40 3938403938414038 3941 42434141 41 41414 0413937383939 38 37 36 35 414039 38 414140404040404039 404240424141414041 3939393 8373836 3837 40 418TOW42.50/41.5039.9039.00PROP 5' SIDEWALKPROP 5' SIDEWALKPROP 10' SIDEWALKSTEPS REQUIREDSTEPS REQUIREDSTEPS REQUIREDSTEPS REQUIREDSTEPS REQUIREDSTEPS REQUIREDSTEPS REQUIRED39.03 ME39.36 ME3 8 . 0 6 ME37.65 ME39.23 ME38.41 ME38.33 ME37.98 ME2222PAVE ACCESSDRIVE IN PORTLANDCONCRETE TO ROWPROP LIMITS OFDEVELOPMENTPROP LIMITS OFDEVELOPMENTPROP LIMITS OFDEVELOPMENTPROP LIMITS OFDEVELOPMENTPROP LIMITS OFDEVELOPMENTPROP 5' SIDEWALKPROP 5' SIDEWALKPROP 5' SIDEWALKPROP 10' SIDEWALKPROP 10'SIDEWALKNOTES.1.PROPOSED ELEVATIONS SHOWN ARE RELATIVE TO A DATUM OF 4900 FEET,AND ARE BASED ON PRIVATE, EXISTING BENCHMARKS FOR THE PVHSCAMPUS, AND HAVE BEEN TIED TO CITY OF FORT COLLINS VERTICALCONTROL NETWORK DATUM. PLEASE SEE SHEET C-002 FOR PROJECTBENCHMARK INFORMATION.2.SEE SHEET C-002 FOR GENERAL CONSTRUCTION NOTES, MASTER LEGENDAND ABBREVIATIONS.3.ALL INTERIOR CURB AND GUTTER SHALL BE 1.5' w/ A 1' PAN UNLESS NOTEDOTHERWISE.4.PLEASE REFER TO THE GEOTECHNICAL REPORT FOR EXCAVATION, GRADING,AND PAVING RECOMMENDATIONS AND REQUIREMENTS FOR THE PROJECTSITE.5.PROPOSED OUTFALL AND INFALL CURB AND GUTTER SHALL BE PROVIDEDFOR INTERIOR PORTIONS OF THE SITE.6.REFER TO THE ARCHITECTURAL DRAWINGS FOR FINISH FLOORINFORMATION.7.REFER TO THE LANDSCAPE PLANS FOR HARDSCAPE DETAILS, PLANTINGPLANS AND EXISTING TREES TO BE PROTECTED IN PLACE.8.SITE GRADING AND GREEN AREAS WILL UTILIZE 2% CROSS-SLOPE MINIMUM,UNLESS SHOWN OTHERWISE.9.FLOWLINES OF CURB AND GUTTER AND CONCRETE PANS/CHASES WILLUTILIZE 0.5% MINIMUM ON INTERIOR OF SITE. SLOPES IN STREETS WILLVARY, AS REQUIRED TO MATCH EXISTING CONDITIONS.10.ALL PRIVATE AND PUBLIC SIDEWALKS WILL BE 6" THICK, 4000 PSI CONCRETE.11.THE FINISH FLOOR ELEVATION SHOWN EXCEEDS THE MINIMUM ELEVATIONREQUIRED FOR PROTECTION FROM THE 100-YR STORM.12.ALL CURB CUTS SHALL HAVE 1' TRANSITION TAPERS FROM 6" HIGH CURB TO0" HIGH CURB ON EACH SIDE OF THE CURB CUT, EXCEPT WHERECONNECTING TO A SIDEWALK CHASE.13.REFER TO THE LANDSCAPE PLANS BY VIGNETTE STUDIOS FOR LOCATIONSOF IRRIGATION VALVE BOXES, AND PLANTS.14.CONTRACTOR SHALL RAISE & RESET (OR LOWER, IF APPLICABLE) ALLELECTRICAL VAULTS, IRRIGATION VALVE BOXES, WATER VALVE COVERS,MANHOLE LIDS, AS MAY BE REQUIRED TO MATCH FINISH GRADE.15.ABBREVIATIONS:BOW = BOTTOM OF WALLTW = TOP OF WALLME = MATCH EXISTING16.REFER TO LANDSCAPE PLANS FOR CONCRETE SCORING/JOINTINGPATTERNS. CONCRETE JOINT PATTERNS, NOT SPECIFIED IN THE LANDSCAPEAND SITE PLANS, SHALL BE PROVIDED AND ALL CONCRETE JOINTS CAULKEDAND SEALED, PER CDOT M&S STANDARD DETAIL M-412-1.SHEET No:PROJECT/ LOCATION: DRAWING:OFCHECKED BY:DESIGNED BY:DRAWN BY:DESCRIPTION OF REVISION:DATE:REVISED BY:APPROVED BY:REV. # 1 2 3 4 5 6 7 P R E L IM INARYNOT FOR CON S T RU C T IONproject no:date: BLOOM FILING THREE FORT COLLINS, COLORADO GRADING PLAN (SOUTH)C-0121220JULY 27, 2022801-004JRGJRGJRGASPEN0'SCALE: 1" = 30'30'60'1234567891011141516KEY NOTE LEGEND .PROPOSED DRAINAGE SWALEPROPOSED RAIN GARDENPROPOSED 2' WIDE CURB CUTPROPOSED STORM SEWER (SIZED IN FINAL DESIGN)PROPOSED NYLOPLAST DRAIN BASINPROPOSED TYPE C INLETINSTALL NORTH AMERICAN GREEN C350 EROSION CONTROL FABRICPROPOSED 2' CONCRETE TRICKLE PANPROPOSED 2' WIDE CURB CUT (w/ CONC CHASE, AS APPLICABLE)PROPOSED TYPE R INLETPROPOSED 2' METAL SIDEWALK CULVERTPROPOSED 4' WIDE CURB CUT WITH CONC CHASEPROPOSED MSE WALL2' x 8" TALL BLOCK OUT IN WALL FOR DRAINAGE1213PROPOSED CONCRETE FOREBAYPROPOSED 3' CURB CUT W/ CONC CHASE & 3' SIDEWALK CULVERT (AS APPL.)17PROPOSED 4' CURB CUT W/ METAL SIDEWALK CULVERT18PROPOSED 3' CONCRETE CHASE W/ METAL SIDEWALK CULVERT19PROPOSED CDOT TYPE D INLET20PROPOSED AREA INLET W/ MH BASE21PROPOSED 7' CURB CUT W/ TRANSITION TO 3' CONCRETE CHANNELFOR THE MARKING OF UNDERGROUNDBEFORE YOU DIG, GRADE, OR EXCAVATECALL 2 BUSINESS DAYS IN ADVANCECENTER OF COLORADOCALL UTILITY NOTIFICATION1-800-922-1987MEMBER UTILITIES.22PROPOSED DRY STACK BOULDER WALL BUILDING 7BUILDING 8POOLBUILDING 9BUILDING 10BUILDING 11BUILDING 12BUILDING 13BUILDING 14BUILDING 15INTERNATIONAL BLVD.ARIA WAYPLAYGROUNDTOTLOTEX PROPERTYBOUNDARY/ ROWEX PROPERTYBOUNDARY/ROWEX PROPERTYBOUNDARY/ROWEX 9' UTILITYEASEMENTEX 15' UTILITYEASEMENTEX 9' UTILITYEASEMENTEX 9' UTILITYEASEMENTWHITHAM FARMS, LLC(PARCEL NO. 8709000039)E.H.BARKER ET.AL.(PARCEL NO. 8708400002)WHITHAM FARMS, LLC(PARCEL NO. 8709000004)20' ELCO EASEMENT(BOOK 1740 PAGE 881(#11)STA 17+10.43, 0.00'PROP 8"x 8"x 4" SWIVEL TEEW/ 4" GV (E), & TBN 1457487.41E 3134647.46STA 18+97.86, 0.00'PROP 8"x 8"x 6" SWIVEL TEEW/ 6" GV (E), & TBN 1457674.84E 3134647.41STA 22+96.11, 0.00'PROP 8"x 8"x 6" SWIVEL TEEW/ 6" GV (N), & TBN 1457880.52E 3134454.84STA 26+36.98, 0.00'PROP 8"x 8"x 6" SWIVEL TEEW/ 6" GV (E), & TBN 1457665.77E 3134328.75STA 19+02.86, 43.50' LTPROP 2" WATER METERN 1457679.83E 3134603.91STA 19+07.86, 0.00' LTPROP 8"x 8"x 4" SWIVEL TEEW/ 4" GV (W), & TBN 1457684.84E 3134647.41STA 18+97.71, 8.29' RTPROP FIRE HYDRANTN 1457674.70E 3134655.70STA 22+96.26, 23.07' RTPROP FIRE HYDRANTN 1457903.59E 3134454.69STA 26+37.01, 11.04' LTPROP FIRE HYDRANTN 1457665.74E 3134339.79EX FIRE HYDRANTSTA 19+71.02, 32.50' RTPROP 2" WATER METERN 1457748.01E 3134679.89STA 21+69.97, 45.99' RTPROP 2" WATER METERN 1457926.55E 3134580.97STA 23+73.66, 46.39' RTPROP 2" WATER METERN 1457926.89E 3134377.27STA 24+90.08, 49.00' RTPROP 2" WATER METERN 1457812.65E 3134279.71STA 27+80.53, 49.01' RTPROP 2" WATER METERN 1457522.21E 3134279.78STA 28+25.78, 32.99' LTPROP 2" WATER METERN 1457476.98E 3134361.79STA 17+05.43, 32.34' RTPROP 2" WATER METERN 1457482.41E 3134679.80EX PROPERTYBOUNDARY/ ROWEX 4' ACCESSEASEMENTEX 9' UTILITYEASEMENTEX 4' ACCESSEASEMENTANGELA AVENUEPROP EMERGENCY ACCESSEASEMENT (WIDTH OF DRIVEAISLE, TYP.)PROP EMERGENCYACCESS EASEMENT(WIDTH OF DRIVEAISLE, TYP.)PROP EMERGENCYACCESS EASEMENT(WIDTH OF DRIVEAISLE, TYP.)PROP UTILESMTPROP UTILESMTPROP UTIL ESMTPROP UTILESMTPROP EMERGENCY ACCESSEASEMENT (WIDTH OF DRIVEAISLE, TYP.)PROP EMERGENCY ACCESSEASEMENT (WIDTH OF DRIVEAISLE, TYP.)PROP UTIL ESMTPROP UTILESMTPROP UTILESMT187.44 LF 8" PVC 68.16 LF 8" PVC 56.32 LF 8" PVC 71.24 LF 8" PVC 61.37 LF 8" PVC131.15 LF 8" PVC72.55 LF 8" PVC53.59 LF 8" PVC62.82 LF 8" PVC151.90 LF 8" PVC138.55 LF 8" PVC45.26 LF 8" PVC 217.90 LF 8" PVCWATERLINE AWATERLINE AWATERLINE AWATERLINE A10.00 LF 8" PVCSTA 28+20.78, 0.00'PROP 8"x 8"x 4" SWIVEL TEEW/ 4" GV (E), & TBN 1457481.97E 3134328.80STA 27+75.53, 0.00'PROP 8"x 8"x 4" SWIVEL TEEW/ 4" GV (W), & TBN 1457527.22E 3134328.79STA 24+85.08, 0.00'PROP 8"x 8"x 4" SWIVEL TEEW/ 4" GV (W), & TBN 1457817.67E 3134328.71STA 23+68.66, 0.00'PROP 8"x 8"x 4" SWIVEL TEEW/ 4" GV (N), & TBN 1457880.50E 3134382.28STA 21+64.97, 0.00'PROP 8"x 8"x 4" SWIVEL TEEW/ 4" GV (N), & TBN 1457880.55E 3134585.98STA 19+76.02, 0.00'PROP 8"x 8"x 4" SWIVEL TEEW/ 4" GV (E), & TBN 1457753.00E 3134647.398.30 LF 6" PVC FIRE LINE23.03 LF 6" PVC FIRE LINE11.04 LF 6" PVC FIRE LINESTA 20+32.35, 0.00' LT (WATERLINE A) =STA 10+00.00 (WATERLINE B)PROP 8"x 8"x 8" TEEW/ 8" GV'S (N & S), & TBN 1457809.33E 3134647.3780.43 LF 8" PVC31.58 LF 8" PVCSTA 10+80.43, 0.00'PROP 8" x 8" x 4" SWIVEL TEEW/ 4" GV (N), & TBN 1457809.40E 3134727.80STA 11+12.01, 0.00'PROP 8" PVC WATERLINEPOINT OF CONNECTIONN 1457809.43E 3134759.37MATCH LINESEE SHEET C-016212121121212121212WATERLINE BEX 8" WATER LINEEX 8" WATER LINEEX 8" WATER LINEEX 8" WATER LINEEX 16" WATER LINESTA 21+03.59, 0.00'PROP 8" 90° BEND W/ TBN 1457880.57E 3134647.36STA 24+22.26, 0.00'PROP 8" 90° BEND W/ TBN 1457880.49E 3134328.69STA 10+85.43, 11.50' LTPROP 2" WATER METER N 1457820.91E 3134732.79DELOZIER ROADEX FIRE HYDRANTEX FIRE HYDRANTPROP LIMITS OFDEVELOPMENTPROP LIMITS OFDEVELOPMENTPROP LIMITS OFDEVELOPMENTPROP LIMITS OFDEVELOPMENTPROP LIMITS OFDEVELOPMENTPROP LIMITS OFDEVELOPMENTSHEET No:PROJECT/ LOCATION: DRAWING:OFCHECKED BY:DESIGNED BY:DRAWN BY:DESCRIPTION OF REVISION:DATE:REVISED BY:APPROVED BY:REV. # 1 2 3 4 5 6 7 P R E L IM INARYNOT FOR CON S T RU C T IONproject no:date: BLOOM FILING THREE FORT COLLINS, COLORADO WATER PLAN (NORTH)C-0151520JULY 27, 2022801-004AGWJRGJRGASPEN0'SCALE: 1" = 30'30'60'FOR THE MARKING OF UNDERGROUNDBEFORE YOU DIG, GRADE, OR EXCAVATECALL 2 BUSINESS DAYS IN ADVANCECENTER OF COLORADOCALL UTILITY NOTIFICATION1-800-922-1987MEMBER UTILITIES.utility notes:1.10' SEPARATION SHALL BE PROVIDED BETWEEN WATER, SANITARY SEWER, ANDSTORM SEWER LINES.2.ALL STORM SEWER PIPE SHALL BE CLASS III RCP OR HDPE ADS N-12, WITHWATER TIGHT JOINTS, UNLESS NOTED OTHERWISE.3.ALL SANITARY SEWER SERVICES SHALL BE SDR 35 PVC WITH ONE 6" PVCSERVICE FOR EACH BUILDING.4.ALL SANITARY SEWER CLEAN-OUTS SHALL BE TRAFFIC RATED.5.FINAL SIZING OF ALL WATER METERS AND WATER AND SANITARY SEWERSERVICES SHALL BE PROVIDED BY THE MEP.6.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' OF COVER AND A MAXIMUM OF6' OF COVER, UNLESS OTHERWISE NOTED.7.A KNOX BOX WILL BE REQUIRED TO BE MOUNTED ON THE FRONT OF BUILDINGSEQUIPPED WITH A FIRE SPRINKLER SYSTEM OR FIRE ALARM SYSTEM PERPOUDRE FIRE AUTHORITY. CONTRACTOR TO COORDINATE LOCATION OF KNOXBOX WITH POUDRE FIRE AUTHORITY. EACH BUILDING SHALL ALSO HAVE AN FDC(REMOTE FDC WHERE REQUIRED) AND SHALL BE MOUNTED PER P.F.A.REQUIREMENTS. FDC LOCATIONS WILL BE PROVIDED IN FINAL DESIGN.8.HAZARDOUS MATERIALS: TOXIC, CORROSIVE, OR REACTIVE MATERIALS, ORFLAMMABLE/COMBUSTIBLE LIQUIDS (AS DEFINED IN THE UNIFORM FIRE CODE) IFUSED, STORED, OR HANDLED ON SITE, MUST HAVE A HAZARDOUS MATERIALSIMPACT ANALYSIS (HMIA) COMPLETED AND SUPPLIED TO THE PLANNINGDEPARTMENT AND THE FIRE DEPARTMENT.9.ALL FIRELINES AND WATER SERVICE LINES SHALL BE EXTENDED TO 5' OUTSIDEOF THE BUILDING. SEE MEP/ARCH PLANS FOR INTERNAL CONNECTIONS TOBUILDINGS.10. ALL FIRE HYDRANT CONNECTIONS/ ASSEMBLIES SHALL HAVE AN 8"x 6" SWIVELTEE W/ 6" GATE VALVE & THRUST BLOCK.11. BACKWASH FLOW FROM THE PROPOSED SWIMMING POOL IS LIMITED TO 150GPM.12. REDUCED BACKFLOW PREVENTION DEVISES SHALL BE INSTALLED ON ALL FIRESERVICES LINES AND DOMESTIC WATER LINES INSIDE THE BUILDING. REFER TOBUILDING AND PLUMBING PLANS FOR BACKFLOW DEVISES AND DETAILS.13.PLEASE REFER TO THE PLAT FOR DETAILS ON UTILITY EASEMENTS, EMERGENCYACCESS EASEMENTS, AND PLATTING FOR THE SITE.14.STORM SEWER PIPE SIZING SHOWN ON THIS SHEET IS PRELIMINARY. FINAL PIPESIZING FOR ALL STORM SEWER WILL BE DETERMINED IN FINAL DESIGN.15.REFER TO WATER-SOLUBLE SULFATE TEST RESULT BY THE GEOTECHNICALENGINEERING REPORT FOR RECOMMENDATIONS FOR PROJECT CONCRETE ANDUNDERGROUND CONCRETE PIPE.16. FINAL LAYOUT/DESIGN FOR ELECTRIC AND GAS SERVICES, METERS, ANDTRANSFORMERS WILL BE COORDINATED WITH THE ARCHITECT, CITY FC LIGHT &POWER, AND XCEL DURING FINAL DESIGN, AS THE FINAL BUILDING DESIGN ANDUTILITY SERVICE STUB LOCATIONS ARE PROVIDED AND DETERMINED.KEY NOTE LEGEND .PROPOSED 2" PVC WATER SERVICE LINE (ASTM D2241 (IPS) SDR17)PROPOSED 4" PVC FIRE SERVICE LINE12PROPOSED 8" PVC SANITARY SEWER W/ MANHOLEPROPOSED FIRE HYDRANT ASSEMBLYPROPOSED FORCE MAIN SANITARY SEWERPROPOSED STORM SEWER W/ MANHOLEPROPOSED TYPE R STORM INLETPROPOSED 8" PVC WATERLEGEND PROPOSED WATER VALVEPROPOSED THRUST BLOCKEXISTING FIRE HYDRANTEXISTING WATER VALVEEXISTING POWER POLEEXISTING GUY WIREEXISTING WATER METEREXISTING WATER MANHOLEEXISTING SANITARY SEWER MANHOLEEXISTING LIGHT POLEEXISTING FIBER OPTIC LINEEXISTING GAS LINEEXISTING WATER LINEEXISTING OVERHEAD POWER LINEEXISTING SANITARY SEWER LINEEXISTING STORM SEWER LINEEXISTING UNDERGROUND POWER LINEEXISTING UNDERGROUND TELEPHONE LINENATURAL HABITAT BUFFER ZONE COCOCOBUILDING 1BUILDING 2BUILDING 3BUILDING 4BUILDING 5BUILDING 6BUILDING 7BUILDING 8POOLBUILDING 9COMMUNITYBUILDINGBODE BOULEVARDARIA WAYPROPOSEDRAINGARDEN EX PROPERTYBOUNDARY/ ROWEX 9' UTILITYEASEMENTPROP 9' UTILITYEASEMENTE.H.BARKER ET.AL.(PARCEL NO. 8708400002)MATCH LINESEE SHEET C-015EX PROPERTYBOUNDARY/ ROWEX PROPERTYBOUNDARY/ ROWEX 9' UTILITYEASEMENTEX 9' UTILITYEASEMENTEX 9' UTILITYEASEMENTPAVE ACCESS DRIVE INPORTLAND CONCRETE TO ROWPAVE ACCESS DRIVE INPORTLAND CONCRETE TO ROWPAVE ACCESS DRIVE INPORTLAND CONCRETETO ROWEX FIRE HYDRANTPROP UTIL ESMTBARKPARKEX 4' ACCESSEASEMENTEX PROPERTYBOUNDARY/ ROWEX 9' UTILITYEASEMENTEX PROPERTYBOUNDARY/ ROWEX 9' UTILITYEASEMENTEX 4' ACCESSEASEMENT144.77 LF 8" PVC28.65 LF 8" PVC81.23 LF 8" PVC64.02 LF 8" PVCSTA 10+00, 0.00' RTWATERLINE CPROP 8"x 8"x 8" TEEW/ 8" GV'S (N&E), & TBN 1457269.43E 3134328.85STA 11+44.77, 0.00'PROP 8"x 8"x 6" SWIVEL TEEW/ 6" GV (N), & TBN 1457269.46E 3134473.61STA 12+08.78, 0.00'PROP 8"x 8"x 4" SWIVEL TEE W/ 4" GV (N), & TBN 1457269.48E 3134537.63STA 13+18.67, 0.00'WATERLINE CPROP 8"x8"x 8" TEEW/ 8" GV'S (N&S), & TBN 1457269.51E 3134647.51STA 12+37.44, 0.00'PROP 8"x 8"x 4" SWIVEL TEE W/ 4" GV (S), & TBN 1457269.49E 3134566.28STA 10+12.29, 0.00'PROP 8"x 8"x 4" SWIVEL TEE W/ 4" GV (E), & TBN 1456792.15E 3134633.14STA 10+00, 0.00'PROP 8" PVC WATERLINEPOINT OF CONNECTIONN 1456779.86E 3134633.14STA 31+78.33, 0.01' LT8"x 8"x 6" SWIVEL TEEW/ 6" GV (W), & TBN 1457124.42E 3134328.90212.54 LF 8" PVC34.07 LF 8" PVC110.93 LF 8" PVC150.02 LF 8" PVC156.08 LF 8" PVC38.54 LF 8" PVC 217.90 LF 8" PVC STA 12+28.43, 0.00'PROP 8" 22.5° BEND W/ TBN 1457008.29E 3134633.08STA 13+58.75, 0.00'PROP 8"x 8"x 6" SWIVEL TEEW/ 6" GV (E), & TBN 1457135.73E 3134647.55STA 14+56.50, 0.00'PROP 8"x 8"x 4" SWIVEL TEE W/ 4" GV (E), & TBN 1457233.48E 3134647.52STA 14+92.53, 0.00'WATERLINE APROP 8"x 8"x 8" TEEW/ 8" GV'S (N&S), & TBN 1457269.51E 3134647.51STA 30+33.31, 0.00'WATERLINE APROP 8"x 8"x 8" TEEW/ 8" GV'S (N&E), & TBN 1457269.44E 3134328.86STA 30+67.39, 0.00'PROP 8"x 8"x 4" SWIVEL TEE W/ 4" GV (W), & TBN 1457235.35E 3134328.87STA 33+28.34, 0.00'PROP 8"x 8"x 4" SWIVEL TEE W/ 4" GV (W), & TBN 1456974.41E 3134328.94STA 34+84.42, 0.00'PROP 8"x 8"x 4" SWIVEL TEE W/ 4" GV (E), & TBN 1456818.32E 3134328.98STA 35+22.97, 0.00' RTPROP 8" PVC WATERLINEPOINT OF CONNECTIONN 1456779.78E 3134328.99STA 12+66.32, 0.00'PROP 8" 22.5° BEND W/ TBN 1457043.30E 3134647.57WATERLINE AWATERLINE AWATERLINE AWATERLINE AWATERLINE AWATERLINE AWATERLINE CSTA 10+17.29, 10.19' RTPROP 2" WATER METERN 1456797.15E 3134643.33STA 14+51.50, 32.34' RTPROP 2" WATER METERN 1457228.49E 3134679.87STA 35+01.06, 10.48' LTPROP 2" WATER METERN 1456801.69E 3134339.47STA 33+33.34, 49.31' RTPROP 2" WATER METERN 1456969.39E 3134279.63STA 30+72.40, 49.01' RTPROP 2" WATER METERN 1457230.33E 3134279.86STA 12+13.78, 39.91' LTPROP 2" WATER METERN 1457309.39E 3134542.628.85 LF 6" PVC FIRE LINE9.77 LF 6" PVC FIRE LINE25.33 LF 6" PVC FIRE LINEEX FIRE HYDRANTSTA 13+58.75, 9.77' RTPROP FIRE HYDRANTN 1457135.74E 3134657.32STA 31+78.31, 25.32' RTPROP FIRE HYDRANTN 1457124.43E 3134303.56STA 11+44.77, 8.85' LTPROP FIRE HYDRANTN 1457278.32E 3134473.6121212121121212PROP UTILITYEASEMENTPROP UTILITYEASEMENTPROP UTILITYEASEMENTPROP UTILITYEASEMENTPROP UTILITYEASEMENTPROP EMERGENCY ACCESSEASEMENT, TYP.PROP UTILITYEASEMENTPROP EMERGENCY ACCESSEASEMENT, TYP.PROP EMERGENCY ACCESSEASEMENT, TYP.EX FIRE HYDRANTEX FIRE HYDRANTDELOZIER ROAD EX 8" WATER LINEEX 8" WATER LINEEX 8" WATER LINEEX 8" WATER LINEEX 8" WATER LINEEX 8" WATER LINEEX FIRE HYDRANTPROP LIMITS OFDEVELOPMENTPROP LIMITS OFDEVELOPMENTPROP LIMITS OFDEVELOPMENTPROP LIMITS OFDEVELOPMENTPROP LIMITS OFDEVELOPMENTPROP LIMITS OFDEVELOPMENTSHEET No:PROJECT/ LOCATION: DRAWING:OFCHECKED BY:DESIGNED BY:DRAWN BY:DESCRIPTION OF REVISION:DATE:REVISED BY:APPROVED BY:REV. # 1 2 3 4 5 6 7 P R E L IM INARYNOT FOR CON S T RU C T IONproject no:date: BLOOM FILING THREE FORT COLLINS, COLORADO WATER PLAN (SOUTH)C-0161620JULY 27, 2022801-004AGWJRGJRGASPEN0'SCALE: 1" = 30'30'60'FOR THE MARKING OF UNDERGROUNDBEFORE YOU DIG, GRADE, OR EXCAVATECALL 2 BUSINESS DAYS IN ADVANCECENTER OF COLORADOCALL UTILITY NOTIFICATION1-800-922-1987MEMBER UTILITIES.PROPOSED 8" PVC SANITARY SEWER W/ MANHOLEPROPOSED FIRE HYDRANT ASSEMBLYPROPOSED FORCE MAIN SANITARY SEWERPROPOSED STORM SEWER W/ MANHOLEPROPOSED TYPE R STORM INLETPROPOSED 8" PVC WATERLEGEND PROPOSED WATER VALVEPROPOSED THRUST BLOCKEXISTING FIRE HYDRANTEXISTING WATER VALVEEXISTING POWER POLEEXISTING GUY WIREEXISTING WATER METEREXISTING WATER MANHOLEEXISTING SANITARY SEWER MANHOLEEXISTING LIGHT POLEEXISTING FIBER OPTIC LINEEXISTING GAS LINEEXISTING WATER LINEEXISTING OVERHEAD POWER LINEEXISTING SANITARY SEWER LINEEXISTING STORM SEWER LINEEXISTING UNDERGROUND POWER LINEEXISTING UNDERGROUND TELEPHONE LINENATURAL HABITAT BUFFER ZONE utility notes:1.10' SEPARATION SHALL BE PROVIDED BETWEEN WATER, SANITARY SEWER, ANDSTORM SEWER LINES.2.ALL STORM SEWER PIPE SHALL BE CLASS III RCP OR HDPE ADS N-12, WITHWATER TIGHT JOINTS, UNLESS NOTED OTHERWISE.3.ALL SANITARY SEWER SERVICES SHALL BE SDR 35 PVC WITH ONE 6" PVCSERVICE FOR EACH BUILDING.4.ALL SANITARY SEWER CLEAN-OUTS SHALL BE TRAFFIC RATED.5.FINAL SIZING OF ALL WATER METERS AND WATER AND SANITARY SEWERSERVICES SHALL BE PROVIDED BY THE MEP.6.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' OF COVER AND A MAXIMUM OF6' OF COVER, UNLESS OTHERWISE NOTED.7.A KNOX BOX WILL BE REQUIRED TO BE MOUNTED ON THE FRONT OF BUILDINGSEQUIPPED WITH A FIRE SPRINKLER SYSTEM OR FIRE ALARM SYSTEM PERPOUDRE FIRE AUTHORITY. CONTRACTOR TO COORDINATE LOCATION OF KNOXBOX WITH POUDRE FIRE AUTHORITY. EACH BUILDING SHALL ALSO HAVE AN FDC(REMOTE FDC WHERE REQUIRED) AND SHALL BE MOUNTED PER P.F.A.REQUIREMENTS. FDC LOCATIONS WILL BE PROVIDED IN FINAL DESIGN.8.HAZARDOUS MATERIALS: TOXIC, CORROSIVE, OR REACTIVE MATERIALS, ORFLAMMABLE/COMBUSTIBLE LIQUIDS (AS DEFINED IN THE UNIFORM FIRE CODE) IFUSED, STORED, OR HANDLED ON SITE, MUST HAVE A HAZARDOUS MATERIALSIMPACT ANALYSIS (HMIA) COMPLETED AND SUPPLIED TO THE PLANNINGDEPARTMENT AND THE FIRE DEPARTMENT.9.ALL FIRELINES AND WATER SERVICE LINES SHALL BE EXTENDED TO 5' OUTSIDEOF THE BUILDING. SEE MEP/ARCH PLANS FOR INTERNAL CONNECTIONS TOBUILDINGS.10. ALL FIRE HYDRANT CONNECTIONS/ ASSEMBLIES SHALL HAVE AN 8"x 6" SWIVELTEE W/ 6" GATE VALVE & THRUST BLOCK.11. BACKWASH FLOW FROM THE PROPOSED SWIMMING POOL IS LIMITED TO 150GPM.12. REDUCED BACKFLOW PREVENTION DEVISES SHALL BE INSTALLED ON ALL FIRESERVICES LINES AND DOMESTIC WATER LINES INSIDE THE BUILDING. REFER TOBUILDING AND PLUMBING PLANS FOR BACKFLOW DEVISES AND DETAILS.13.PLEASE REFER TO THE PLAT FOR DETAILS ON UTILITY EASEMENTS, EMERGENCYACCESS EASEMENTS, AND PLATTING FOR THE SITE.14.STORM SEWER PIPE SIZING SHOWN ON THIS SHEET IS PRELIMINARY. FINAL PIPESIZING FOR ALL STORM SEWER WILL BE DETERMINED IN FINAL DESIGN.15.REFER TO WATER-SOLUBLE SULFATE TEST RESULT BY THE GEOTECHNICALENGINEERING REPORT FOR RECOMMENDATIONS FOR PROJECT CONCRETE ANDUNDERGROUND CONCRETE PIPE.16. FINAL LAYOUT/DESIGN FOR ELECTRIC AND GAS SERVICES, METERS, ANDTRANSFORMERS WILL BE COORDINATED WITH THE ARCHITECT, CITY FC LIGHT &POWER, AND XCEL DURING FINAL DESIGN, AS THE FINAL BUILDING DESIGN ANDUTILITY SERVICE STUB LOCATIONS ARE PROVIDED AND DETERMINED.KEY NOTE LEGEND .PROPOSED 2" PVC WATER SERVICE LINE (ASTM D2241 (IPS) SDR17)PROPOSED 4" PVC FIRE SERVICE LINE12