Loading...
HomeMy WebLinkAboutNORTH COLLEGE CORRIDOR IMPROVEMENTS VINE TO CONIFER - Filed STRS-STREETS ENGINEER STAMP - 2018-06-05ROADWAY S.H. 14 BEGIN NORTH COLLEGE AVENUE = STA. 13+70.00 ON S.H. 14 END NORTH COLLEGE AVENUE = STA. 46+76.97 ON S.H. 14 3307 TOTAL 3307 0 SUMMARY OF PROJECT LENGTH FEET MILES PROJECT GROSS LENGTH 3307 0.63 DESIGN DATA MAXIMUM GRADE MINIMUM S.S.D. HORIZONTAL MINIMUM S.S.D. VERTICAL MAXIMUM DESIGN SPEED 2035 DESIGN TRAFFIC DHV TRUCK % 4.00% 275 FT. 275 FT. 40 MPH ADT = 50,500 11% FEET MAJOR STR. TABULATION OF LENGTH & DESIGN DATA STATION S.H. 14 / US 287 SHEET SUBSET TITLE 1 01 TITLE SHEET 2 SL-01 STANDARD PLANS LIST 3 to 4 GN-01 to 02 GENERAL NOTES 5 to 12 SQ-01 to 08 SUMMARY OF APPROXIMATE QUANTITIES 13 TV-01 TRAFFIC VOLUMES 14 to 17 TS-01 to 04 TYPICAL SECTIONS 18 to 25 SC-01 to 08 SURVEY CONTROL DIAGRAM 26 SU-01 SURVEY TABULATION 27 to 28 EG-01 to 02 EXPLORATORY BORING LOGS 29 to 30 UTT-01 to 02 TABULATION OF UTILITES 31 to 37 UT-01 to 07 UTILITY PLAN 38 to 41 PH-01 to 04 POTHOLE LOCATION PLAN 42 SE-01 SUMMARY OF EARTHWORK AND REMOVALS 43 TR-01 TABULATION OF REMOVALS AND RESETS 44 to 50 RM-01 to 07 REMOVAL PLAN 51 to 59 L2-00 to 07 TREE PROTECTION AND REMOVAL SERIES 60 CT-01 TABULATION OF CONCRETE ITEMS 61 ST-01 TABULATION OF SURFACING ITEMS 62 to 68 RP-01 to 07 ROADWAY PLAN 69 to 74 PR-01 to 06 ROADWAY PROFILES 75 to 89 FG-01 to 15 FLOWLINE GEOMETRY PLAN 90 to 94 MP-01 to 05 EAST AND WEST PATH DATA 95 to 98 CD-01 to 04 CURB RAMP DETAILS 99 to 102 RI-01 to 04 INTERSECTION LAYOUTS 103 to 107 JP-01 to 05 JOINTING PLAN 108 to 121 BR-01 to 14 STRUCTURAL PLANS AND DETAILS 122 to 128 STT-01 to 07 STORMWATER TABULATION OF QUANTITEIS 129 to 144 ST-01 to 16 STORM SEWER PLAN AND PROFILE 145 to 150 WQ-01 to 06 WATER QUALITY POND GRADING PLAN 151 to 157 DT-01 to 07 DRAINAGE DETAILS 158 to 161 SW-01 to 04 STORMWATER MANAGEMENT PLAN 2 C1-312 C1-312 3 PG 64-22 PG 64-22 12/3/15 As-Built Revisions JKL 12/3/15 C1-312 C1-312 4 64-22 PG 64-22 PG 64-22 PG 64-22 PG 64-22 12/3/15 As-Built Revisions JKL 12/3/15 This item was included in the contract. Actual HMA line item was: HMA Grading SX (PG64-22) C1-312 C1-312 201-00000 CLEARING AND GRUBBING LS 1 1 202-00000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS LS 1 1 202-00001 REMOVAL OF STRUCTURE EACH 1 1 202-00010 REMOVAL OF TREE EACH 25 25 202-00015 REMOVAL OF HEADWALL EACH 1 1 202-00019 REMOVAL OF INLET EACH 8 8 202-00021 REMOVAL OF MANHOLE EACH 6 6 202-00027 REMOVAL OF RIPRAP SY 510 510 202 REMOVAL OF WATER METER EACH 2 2 202-00031 REMOVAL OF FIRE HYDRANT EACH 8 8 202-00032 REMOVAL OF VALVE EACH 2 2 202-00035 REMOVAL OF PIPE LF 1,808 1,808 202-00190 REMOVAL OF MEDIAN COVER SY 1,274 1,274 202-00200 REMOVAL OF SIDEWALK SY 789 789 202-00203 REMOVAL OF CURB AND GUTTER LF 3,982 3,982 202-00206 REMOVAL OF CONCRETE CURB RAMP SY 83 83 202 REMOVAL OF COMPOSITE PAVEMENT SY 2,934 2,934 202-00210 REMOVAL OF CONCRETE PAVEMENT SY 710 710 202-00220 REMOVAL OF ASPHALT MAT SY 15,190 15,190 202-00240 REMOVAL OF ASPHALT MAT (PLANING) SY 17,240 17,240 202-04001 PLUG CULVERT EACH 4 4 202-04002 CLEAN CULVERT EACH 3 3 202-04010 CLEAN INLET EACH 3 3 202-00425 REMOVAL OF BRIDGE RAILING LF 64 64 202-01000 REMOVAL OF FENCE LF 749 749 202-01000 REMOVAL OF GATE EACH 2 2 202-04100 ABANDON WELL EACH 3 3 202 ABANDON SERVICE EACH 1 1 202-00700 REMOVAL OF LIGHT STANDARD (PRIVATE LIGHT) EACH 7 7 203-00010 UNCLASSIFIED EXCAVATION (COMPLETE IN PLACE) CY 10,306 5,220 15,526 203-00100 MUCK EXCAVATION CY 3,000 3,000 203-01500 BLADING HOUR 60 60 203-01598 POTHOLING LS 1 1 URBAN DESIGN PLAN AS CONST.PLAN AS CONST. DRAINAGE ITEM NO. QUANTITY ITEMS UNIT ROADWAY PLAN AS CONST. PLAN AS CONST. ALTERNATESTRUCTURE A AS CONST. AS CONST. UTILITIESTOTALS PROJECT PLAN PLAN AS CONST.PLAN 5 1 1 10 46 1 7 5 510 2 7 0 5767 140.44 921.93 3,526.50 87.37 206-00000 STRUCTURE EXCAVATION CY 127 127 206-00100 STRUCTURE BACKFILL (CLASS 1) CY 66 66 206+00065 STRUCTURE BACKFILL (FLOW FILL) CY 2,000 14 62 2,076 207-00205 TOPSOIL CY 3,250 3,250 207-00210 STOCKPILE TOPSOIL CY 3,250 3,250 207 PRE-AMENDED TOPSOIL - PERENNIAL / SHRUB CY 683 683 207 PRE-AMENDED TOPSOIL - WATER QUALITY POND / DRYLAND GRASS CY 753 753 207 PRE-AMENDED TOPSOIL - LANDSCAPE PARKWAY CY 392 392 207 PRE-AMENDED TOP SOIL - TREE GRATE CY 7 7 208-00002 EROSION LOG (12 INCH) LF 30 30 208-00011 EROSION BALES (WEED FREE) EACH 17 17 208 EROSION INLET BALE FILTER EACH 10 10 208-00021 SILT FENCE (REINFORCED) LF 361 361 208-00045 CONCRETE WASHOUT STRUCTURE EACH 6 6 208-00050 STORM DRAIN INLET PROTECTION EACH 22 22 208 STORM GUTTER PROTECTION EACH 27 27 208-00070 STABILIZED CONSTRUCTION ENTRANCE EACH 1 1 208-00100 SEDIMENT REMOVAL AND DISPOSAL LS 1 1 208-00206 EROSION CONTROL SUPERVISOR LS 1 1 210-00010 RESET MAILBOX STRUCTURE EACH 27 27 210-00010 RESET WATER METER EACH 1 1 210 RESET LIGHT STANDARD (PRIVATE LIGHT) EACH 2 2 210 RESET CURB STOP EACH 5 5 210 ADJUST FIRE HYDRANT EACH 1 1 210-04010 ADJUST MANHOLE EACH 8 8 210-04050 ADJUST VALVE BOX EACH 14 14 210 ADJUST CURB STOP EACH 4 4 210-04060 ADJUST WATER METER EACH 2 2 211-03005 DEWATERING LS 1 1 212 TREE RETENTION AND PROTECTION LS 1 1 212-00006 SEEDING (NATIVE) ACRE 1.4 1.4 212-00050 SOD SF 21,165 21,165 213 RIVER COBBLE TON 2.5 2.5 URBAN DESIGN PLAN AS CONST.PLAN AS CONST. DRAINAGE ITEM NO. QUANTITY ITEMS UNIT ROADWAY PLAN AS CONST. PLAN AS CONST. ALTERNATESTRUCTURE A AS CONST. AS CONST. UTILITIESTOTALS PROJECT PLAN PLAN AS CONST.PLAN 6 127 66 2,361.50 3,250 3,250 700 150 375 6 30 15 0 100 6 25 20 213 FILTER FABRIC SF 463 463 213-00004 MULCHING (WEED FREE STRAW) ACRE 2 2 213-00008 MULCHING (WOOD CHIP) CF 3,184 3,184 213-00061 MULCH TACKIFIER LB 200 200 213-00460 METAL LANDSCAPE EDGER (3/16x4 INCH) LF 511 511 214-00000 LANDSCAPE MAINTENANCE LS 1 1 214 DECIDUOUS TREE 3" (ACER TATARICUM 'GARANN') EACH 11 11 214 DECIDUOUS TREE 3" (GLEDITSIA TRIACANTHOS INERMIS "SKYLINE") EACH 24 24 214 DECIDUOUS TREE 3" (MALUS 'THUNDERCHILD') EACH 24 24 214 DECIDUOUS TREE 3" (PYRUS CALLERYANA 'CHANTICLEER') EACH 26 26 214 DECIDUOUS TREE 3" (QUERCUS ROBUR 'PYRAMICH') EACH 18 18 214 SHRUB 5 GALLON (CORNUS STOLONIFERA) EACH 50 50 214 SHRUB 5 GALLON (JUNIPERUS COMMUNIS 'EFFUSA') EACH 29 29 214 SHRUB 5 GALLON (PRUNUS BESSEYI 'PAWNEE BUTTES') EACH 63 63 214 SHRUB 5 GALLON (RHUS AROMATICA 'GRO LOW') EACH 30 30 214 SHRUB 5 GALLON (RIBES AUREUM 'GWEN BUFFALO') EACH 31 31 214 SHRUB 5 GALLON (ARCTOSTAPHYLOS UVA-URSI) EACH 218 218 214 SHRUB 5 GALLON (SPIREA NIPPONICA 'SNOWMOUND') EACH 21 21 214 PERENNIAL GRASS 1 GALLON (CALAMAGROSIS X ACTIFLORA) EACH 176 176 214 PERENNIAL GRASS 1 GALLON (FESTUCA FLAUCA 'ELIJAH BLUE') EACH 114 114 214 PERENNIAL GRASS 1 GALLON (NASSELAA STIPA TENUISSIMA) EACH 79 79 214 PERENNIAL GRASS 1 GALLON (PENNISETUM ALOPECUROIDES 'HAMELN') EACH 648 648 214 PERENNIAL GRASS 1 GALLON (SCHIZACHYRIUM SCOPARIUM) EACH 70 70 214 PERENNIAL 1 GALLON (ACHILLEA 'MOONSHINE') EACH 296 296 214 PERENNIAL 1 GALLON (ASTER NOVI-BELGII 'PROFESSOR KIPPENBURG') EACH 83 83 214 PERENNIAL 1 GALLON (CAMPANULA CARPATICA 'BLUE CLIPS') EACH 314 314 214 PERENNIAL 1 GALLON (CARYOPTERIS X CLANDONENSIS) EACH 12 12 214 PERENNIAL 1 GALLON (COREOPSIS VERTICILLATA 'MOONBEAM') EACH 149 149 214 PERENNIAL 1 GALLON (ECHINACEA PURPUREA) EACH 46 46 214 PERENNIAL 1 GALLON (IBERIS SEMPERVIRENS) EACH 354 354 214 PERENNIAL 1 GALLON (LEUCANTHEUMUM X SUPERBUM 'LITTLE MISS MUFFET') EACH 312 312 214 PERENNIAL 1 GALLON (RUDBECKIA FULGIDA 'GOLDSTURM') EACH 424 424 214 TREE GRATE AND FRAME EACH 2 2 URBAN DESIGN PLAN AS CONST.PLAN AS CONST. DRAINAGE ITEM NO. QUANTITY ITEMS UNIT ROADWAY PLAN AS CONST. PLAN AS CONST. ALTERNATESTRUCTURE A AS CONST. AS CONST. UTILITIESTOTALS PROJECT PLAN PLAN AS CONST.PLAN 7 1,075 1.5 8,223 150 680 0 15 24 24 26 18 50 29 63 30 31 304 RAILROAD BUMPER LS 1 1 304-06000 AGGREGATE BASE COURSE (CLASS 6) TON 17,319 17,319 403 HOT MIX ASPHALT (REFLECTIVE CRACK INTERLAYER) TON 1,655 1,655 403-00720 HOT MIX ASPHALT (PATCHING) TON 731 731 403-33821 HOT MIX ASPHALT (GRADING SG) (100) (PG 58-28) TON 521 521 403-33851 HOT MIX ASPHALT (GRADING S) (100) (PG 64-28) TON 3,450 500 3,950 412-00600 CONCRETE PAVEMENT (6 INCH) SY 588 588 412-00600 CONCRETE PAVEMENT (6 INCH) (FAST TRACK) SY 349 349 412-00800 CONCRETE PAVEMENT (8 INCH) SY 9,910 9,910 412-00800 CONCRETE PAVEMENT (8 INCH) (FAST TRACK) SY 1,944 1,944 420 TRANSITION MATS SF 1,305 1,305 420 TRM CLASS I SY 295 295 420 TRM CLASS II SY 1,110 1,110 420 TRM CLASS III SY 1,110 1,110 502-00100 DRILLING HOLE TO FACILITATE PILE DRIVING LF 18 18 502-00460 PILE TIP EACH 6 6 502-11274 STEEL PILING (HP 12x74) LF 72 72 504 SEAT WALL EACH 7 7 506-01020 GEOGRID REINFORCEMENT SY 11,695 11,695 509-00000 STRUCTURAL STEEL LF 22,469 22,469 601 CONCRETE CLASS B (TRICKLE CHANNEL) CY 40 40 601 CONCRETE CLASS D (SPILLWAY) CY 12 12 601 CONCRETE CLASS D (HWALL/WWALLS) CY 17 17 601-01040 CONCRETE CLASS D (BRIDGE) CY 78 78 601-01050 CONCRETE CLASS D (WALL) CY 9 9 601 CUT STONE VENEER (SLAB) SF 84 84 601 CUT STONE VENEER (ASHLER) SF 436 436 602-00000 REINFORCING STEEL LB 5,728 5,728 603-00021 CULVERT LINING (21 INCH) LF 108 108 603-01185 18 INCH REINFORCED CONCRETE PIPE (COMPLETE IN PLACE) LF 613 613 603-01245 24 INCH REINFORCED CONCRETE PIPE (COMPLETE IN PLACE) LF 142 142 603-01185 30 INCH REINFORCED CONCRETE PIPE (COMPLETE IN PLACE) LF 49 49 603-01365 36 INCH REINFORCED CONCRETE PIPE (COMPLETE IN PLACE) LF 859 859 URBAN DESIGN PLAN AS CONST.PLAN AS CONST. DRAINAGE ITEM NO. QUANTITY ITEMS UNIT ROADWAY PLAN AS CONST. PLAN AS CONST. ALTERNATESTRUCTURE A AS CONST. AS CONST. UTILITIESTOTALS PROJECT PLAN PLAN AS CONST.PLAN 8 Switched to 8" thick Switched to 8" thick 1 17,087.73 1,366.92 1,122.94 645.99 3,542.37 0 23 12,043.46 240.77 1,354 260.10 886.87 649.96 603-01425 42 INCH REINFORCED CONCRETE PIPE (COMPLETE IN PLACE) LF 335 335 603-01485 48 INCH REINFORCED CONCRETE PIPE (COMPLETE IN PLACE) LF 809 809 603-02185 23x14 INCH REINFORCED CONCRETE PIPE ELLIPTICAL (CIP) LF 160 160 603-02245 30x19 INCH REINFORCED CONCRETE PIPE ELLIPTICAL (CIP) LF 558 558 603-02425 53x34 INCH REINFORCED CONCRETE PIPE ELLIPTICAL (CIP) LF 436 436 603 18 INCH REINFORCED CONCRETE PIPE SPECIAL (COMPLETE IN PLACE) (BEND) EACH 2 2 603 48 INCH REINFORCED CONCRETE PIPE SPECIAL (COMPLETE IN PLACE) (BEND) EACH 2 2 603-05024 24 INCH REINFORCED CONCRETE END SECTION EACH 1 1 603-05048 48 INCH REINFORCED CONCRETE END SECTION EACH 4 4 604 INLINE CHECK VALVE EACH 1 1 604 OIL-WATER-DEBRIS SEPARATOR EACH 1 1 604-13005 INLET TYPE D (5 FOOT) EACH 1 1 604-13010 INLET TYPE 13 (10 FOOT) EACH 2 2 604-19000 INLET SPECIAL (10 FOOT) EACH 1 1 604-19105 INLET TYPE R L 5 (5 FOOT) EACH 13 13 604-19110 INLET TYPE R L 5 (10 FOOT) EACH 3 3 604-20000 OUTLET STRUCTURE EACH 1 1 604-30005 MANHOLE SLAB BASE (5 FOOT) EACH 3 3 604-30010 MANHOLE SLAB BASE (10 FOOT) EACH 2 2 604 MANHOLE SLAB BASE SPECIAL (6'x9') BOXBASE (10 FOOT) EACH 1 1 604 MANHOLE SLAB BASE (FLAT TOP) (5 FOOT) (72" DIA) EACH 2 2 604 MANHOLE SLAB BASE (FLAT TOP) (10 FOOT) (48" DIA) EACH 1 1 604 MANHOLE SLAB BASE (FLAT TOP) (10 FOOT) (72" DIA) EACH 9 9 604 MANHOLE SLAB BASE (FLAT TOP) (10 FOOT) (96" DIA) EACH 2 2 604 MANHOLE SPECIAL (MANHOLE RISER) (5 FOOT) EACH 1 1 604 MANHOLE SPECIAL (MANHOLE RISER) (10 FOOT) EACH 1 1 605 6" PERFORATED PIPE UNDERDRAIN LF 283 283 606-01380 TRANSITION TYPE 3H EACH 4 4 606-11010 BRIDGE RAIL TYPE 10R (SPECIAL) LF 49 49 608 SANDBLAST STREET IDENTIFICATION EACH 12 12 608 CONCRETE UNIT PAVERS TYPE 1 (4 x 8) SY 113 113 608 CONCRETE UNIT PAVERS TYPE 2 (8 x 8) SY 302 302 608 CONCRETE BAND SY 48 48 URBAN DESIGN PLAN AS CONST.PLAN AS CONST. DRAINAGE ITEM NO. QUANTITY ITEMS UNIT ROADWAY PLAN AS CONST. PLAN AS CONST. ALTERNATESTRUCTURE A AS CONST. AS CONST. UTILITIESTOTALS PROJECT PLAN PLAN AS CONST.PLAN 9 335 809 160 558 436 2 2 1 4 1 1 1 2 1 12 0 608 COLORED CONCRETE CROSSWALK SY 896 896 608-00005 CONCRETE SIDEWALK (SPECIAL) SY 103 103 608-00006 CONCRETE SIDEWALK (6 INCH) SY 3,606 3,606 608-00010 CONCRETE CURB RAMP SY 283 283 609-21010 CURB AND GUTTER TYPE 2 (SECTION I-B) LF 1,294 1,294 609-21020 CURB AND GUTTER TYPE 2 (SECTION II-B) LF 5,409 5,409 609-24004 GUTTER TYPE 2 (4 FOOT) LF 111 111 610-00024 MEDIAN COVER MATERIAL SF 318 318 613 WIRING (PEDESTRIAN LIGHTING) LS 1 1 613 ART IN PUBLIC PLACES (A.P.P.) LIGHT J-BOX EACH 4 4 613 PEDESTRIAN LIGHT STANDARD EACH 44 44 613 PEDESTRIAN LIGHT FOUNDATION EACH 44 44 613 1 INCH ELECTRICAL CONDUIT (IRRIGATION) LF 55 55 613 2 INCH ELECTRICAL CONDUIT (PEDESTRIAN) LF 5,510 5,510 613-50100 LIGHTING CONTROL CENTER EACH 3 3 614-85001 IMPACT ATTENUATOR EACH 2 2 616 7x4 FOOT CONCRETE BOX CULVERT (PRECAST) (COMPLETE IN PLACE) LF 129 129 616 7x4 FOOT CONCRETE BOX CULVERT (PRECAST) (COMPLETE IN PLACE) (BEND) EACH 2 2 616 SIPHON PIPE TRASH GUARD / TRASH RACK EACH 2 2 616 6 INCH VALVE AND VALVE BOX EACH 1 1 616 12 INCH VALVE AND VALVE BOX EACH 1 1 619 WATER METER EACH 2 2 619-00002 WATER SERVICE EACH 1 1 619 LOWER WATER SERVICE EACH 12 12 619 LOWER 6 INCH WATER LINE EACH 1 1 619 LOWER 12 INCH WATER LINE EACH 2 2 619 LOWER 14 INCH ELCO WATER LINE EACH 1 1 619 FIRE HYDRANT EACH 8 8 619-40080 1 INCH COPPER PIPE LF 10 10 619-40080 1 1/2 INCH COPPER PIPE LF 80 80 619-50080 1 INCH PLASTIC PIPE LF 6,035 6,035 619-50100 1 1/4 INCH PLASTIC PIPE LF 135 135 619-50120 1 1/2 INCH PLASTIC PIPE LF 4,570 4,570 URBAN DESIGN PLAN AS CONST.PLAN AS CONST. DRAINAGE ITEM NO. QUANTITY ITEMS UNIT ROADWAY PLAN AS CONST. PLAN AS CONST. ALTERNATESTRUCTURE A AS CONST. AS CONST. UTILITIESTOTALS PROJECT PLAN PLAN AS CONST.PLAN 10 850.94 213.66 3,608.31 259.88 1,304 5,345.10 88 294 1 4 44 44 55 5,717 3 2 619-50160 2 INCH PLASTIC SLEEVE LF 2,310 2,310 619-50320 4 INCH PLASTIC SLEEVE LF 1,675 1,675 623-00156 BUBBLER CANISTER EACH 8 8 623-00162 DRIP LATERAL LINE LF 3,170 3,170 623-00164 DRIP EMITTER EACH 3,794 3,794 623-00186 3/4 INCH FLUSH UNIT ASSEMBLY EACH 21 21 623-00206 6 INCH POPUP SPRAY SPRINKLER ASSEMBLY EACH 693 693 623-01708 1 INCH BACKFLOW PREVENTER ASSEMBLY EACH 1 1 623-02004 3/4 INCH DRAIN VALVE ASSEMBLY EACH 22 22 623-02008 1 INCH DRAIN VALVE ASSEMBLY EACH 1 1 623-03005 1 INCH DRIP ZONE VALVE ASSEMBLY EACH 12 12 623-03108 1 INCH AUTOMATIC CONTROL VALVE ASSEMBLY EACH 31 31 623-04000 CONTROL WIRE 24 VOLT LF 73,390 73,390 623-04002 POWER SOURCE WIRE LF 150 150 623-04008 1 INCH QUICK COUPLER VALVE ASSEMBLY EACH 26 26 623-05012 1 1/2 INCH GATE VALVE ASSEMBLY EACH 52 52 623-07008 1 INCH WATER METER ASSEMBLY EACH 1 1 623-07601 1 INCH FLOW SENSOR ASSEMBLY EACH 1 1 623-08148 48 STATION CONTROLLER ASSEMBLY EACH 1 1 625 FLOODPLAIN STAKING LS 1 1 625-00000 CONSTRUCTION SURVEYING LS 1 1 626-00000 MOBILIZATION LS 1 1 626-01000 PUBLIC INFORMATION SERVICES LS 1 1 628-00050 BRIDGE GIRDER AND DECK UNIT (55 FEET) EACH 1 1 630-00000 FLAGGING HOUR 500 500 630 BUSINESS ACCESS SPECIALTY SIGN EACH 26 26 630-80355 PORTABLE MESSAGE SIGN PANEL DAY 270 270 630-00000 CONSTRUCTION TRAFFIC CONTROL LS 1 1 700 F/A MISCELLANEOUS REMOVALS FA 1 1 700-70010 F/A MINOR CONTRACT REVISIONS FA 1 1 700-70011 F/A PARTNERING FA 1 1 700-70012 F/A ASPHALT PAVEMENT INCENTIVE FA 1 1 700-70013 F/A CONCRETE PAVEMENT INCENTIVE FA 1 1 URBAN DESIGN PLAN AS CONST.PLAN AS CONST. DRAINAGE ITEM NO. QUANTITY ITEMS UNIT ROADWAY PLAN AS CONST. PLAN AS CONST. ALTERNATESTRUCTURE A AS CONST. AS CONST. UTILITIESTOTALS PROJECT PLAN PLAN AS CONST.PLAN 11 3,100 2,090 8 5,300 3,846 21 697 1 22 1.50 14 31 79,900 160 26 52 700-70016 F/A FUEL COST ADJUSTMENT FA 1 1 700-70018 F/A ROADWAY SMOOTHNESS INCENTIVE FA 1 1 700-70019 F/A ASPHALT CEMENT COST ADJUSTMENT FA 1 1 700-70021 F/A ON THE JOB TRAINEE HOUR 1 1 700-70022 F/A OJT COLORADO TRAINING PROGRAM FA 1 1 700-70040 F/A RAILROAD FA 1 1 700-70587 F/A HAZARDOUS WASTE DISPOSAL FA 1 1 700-00589 F/A ENVIRONMENTAL HEALTH & SAFETY MANAGEMENT FA 1 1 URBAN DESIGN PLAN AS CONST.PLAN AS CONST. DRAINAGE ITEM NO. QUANTITY ITEMS UNIT ROADWAY PLAN AS CONST. PLAN AS CONST. ALTERNATESTRUCTURE A AS CONST. AS CONST. UTILITIESTOTALS PROJECT PLAN PLAN AS CONST.PLAN 12 1 1 1 1 1 1 .40 1 1 1 1 1 1 1 .40 1 12/5/15 As-Built Revisions JKL 12/5/15 C1-312 C1-312 13 C1-312 C1-312 14 C1-312 C1-312 15 C1-312 C1-312 16 C1-312 C1-312 17 C1-312 C1-312 T8N.R69W T7N.R69W T8N.R68W T7N.R68W T 7 N . R 69 W T 7 N . R 6 8 W T7N.R69W T6N.R69W T7N.R68W T6N.R68W 5 5 1 4 4 3 3 3 2 1 8 2 3 8 9 4 9 7 6 5 4 6 11 20 21 36 32 36 22 12 20 35 34 24 29 25 33 10 29 25 27 26 23 34 15 Project Number: Project Location: Project Code: Last Mod. Date Sheet No. 16489 Monument Coordinate Tables Land Survey Control Diagram Subset 03/17/10 4.02 ROW PP AQC M455-079 4.02 of 4.08 Sheet Revisions Date Description Initials mm/dd/yy XXXXXXXX XXX Sheet Revisions mm/dd/yy Date XXXXXXXX Description Initials XXX Phone:970-350-2153 FAX:970-350-2178 Colorado Department of Transportation Region 4 1420 2nd Street Greeley, CO 80631 PTS (970) 266-1066 / (970) 266-1075 Fax FORT COLLINS, COLORADO 80525 GROUP 3538 JFK PARKWAY, SUITE 3 NORTH COLLEGE CORRIDOR IMPROVEMENTS - PHASE 2 19 C1-312 C1-312 XX XX Project Number: Project Location: Project Code: Last Mod. Date Sheet No. Coordinate Tables Project Control Diagram Subset AQC M455-079 16489 4.03 of 4.08 4.03 Sheet Revisions Date Description Initials mm/dd/yy XXXXXXXX XXX Sheet Revisions mm/dd/yy Date XXXXXXXX Description Initials XXX Phone:970-350-2153 FAX:970-350-2178 Colorado Department of Transportation Region 4 1420 2nd Street Greeley, CO 80631 PTS (970) 266-1066 / (970) 266-1075 Fax FORT COLLINS, COLORADO 80525 GROUP 3538 JFK PARKWAY, SUITE 3 03/17/10 IMPROVEMENTS - PHASE 2 NORTH COLLEGE CORRIDOR XX XX 20 C1-312 C1-312 21 C1-312 C1-312 22 C1-312 C1-312 23 C1-312 C1-312 24 C1-312 C1-312 25 C1-312 C1-312 26 C1-312 C1-312 27 C1-312 C1-312 28 C1-312 C1-312 No Revisions: Revised: Void: Sheet Subset: Designer: Engineer: Subset Sheets: Sheet Number Date: Comments Init. Sheet Revisions As Constructed Project No./Code Drawing File Name: Print Date: Horizontal Scale Half: F:\32-1415.00 North College\MainDwgs\Sheets\09001-17-UTT-01-02.dwg July 20, 2011 281 North College Avenue Fort Collins, CO 80521 Phone: (970) 221-6605 Fax: (970) 221-6378 Structure Numbers Engineers/Scientists/Surveyors P.O. Box 270460 Fort Collins, CO 80527 (970) 223-5556 3665 JFK Parkway, Building 2, Suite 200 Full: NORTH COLLEGE AVENUE IMPROVEMENTS UTILITY TABULATION OF QUANITIES UTT-01 of 2 J. MICHAELSEN J. MICHAELSEN STM DETAILS 29 C1-312 C1-312 No Revisions: Revised: Void: Sheet Subset: Designer: Engineer: Subset Sheets: Sheet Number Date: Comments Init. Sheet Revisions As Constructed Project No./Code Drawing File Name: Print Date: Horizontal Scale Half: F:\32-1415.00 North College\MainDwgs\Sheets\09001-17-UTT-01-02.dwg July 20, 2011 281 North College Avenue Fort Collins, CO 80521 Phone: (970) 221-6605 Fax: (970) 221-6378 Structure Numbers Engineers/Scientists/Surveyors P.O. Box 270460 Fort Collins, CO 80527 (970) 223-5556 3665 JFK Parkway, Building 2, Suite 200 Full: NORTH COLLEGE AVENUE IMPROVEMENTS UTILITY TABULATION OF QUANITIES UTT-02 of 2 J. MICHAELSEN J. MICHAELSEN STM DETAILS 30 C1-312 C1-312 No Revisions: Revised: Void: Sheet Subset: Designer: Engineer: SubsetNumber Sheets: Sheet Date:Comments Init. Sheet Revisions As Constructed Project No./Code Drawing File Name: Print Date: Horizontal Scale Half: F:\32-1415.00 North College\MainDwgs\Sheets\09001-19-UT-01-06.dwg July 20, 2011 281 North College Avenue Fort Collins, CO 80521 Phone: (970) 221-6605 Fax: (970) 221-6378 Structure Numbers Engineers/Scientists/Surveyors P.O. Box 270460 Fort Collins, CO 80527 (970) 223-5556 3665 JFK Parkway, Building 2, Suite 200 Full: LEGEND W G FO E T N/A N/A CONTACTS NOTES OWNER UTILITY CONTACT PERSON CONTACT NUMBER OHE PL NORTH COLLEGE AVENUE IMPROVEMENTS GENERAL UTILITY PLAN UT-01 of 7 J. MICHAELSEN J. MICHAELSEN UTILITIES E T T W FO T G W FIRE HYDRANT NOTES E 31 C1-312 C1-312 No Revisions: Revised: Void: Sheet Subset: Designer: Engineer: SubsetNumber Sheets: Sheet Date:Comments Init. Sheet Revisions As Constructed Project No./Code Drawing File Name: Print Date: Horizontal Scale Half: F:\32-1415.00 North College\MainDwgs\Sheets\09001-19-UT-01-06.dwg July 20, 2011 281 North College Avenue Fort Collins, CO 80521 Phone: (970) 221-6605 Fax: (970) 221-6378 Structure Numbers Engineers/Scientists/Surveyors P.O. Box 270460 Fort Collins, CO 80527 (970) 223-5556 3665 JFK Parkway, Building 2, Suite 200 Full: 1" = 20' 1" = 40' NORTH COLLEGE AVENUE IMPROVEMENTS GENERAL UTILITY PLAN UT-02 of 7 J. MICHAELSEN J. MICHAELSEN UTILITIES NOTES A A A A A A A A PL A A A A A A A A A A A A PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL 17+00 18+00 19+00 UD UD UD UD UD UD UD UD UD UD No Revisions: Revised: Void: Sheet Subset: Designer: Engineer: SubsetNumber Sheets: Sheet Date:Comments Init. Sheet Revisions As Constructed Project No./Code Drawing File Name: Print Date: Horizontal Scale Half: F:\32-1415.00 North College\MainDwgs\Sheets\09001-19-UT-01-06.dwg July 15, 2011 281 North College Avenue Fort Collins, CO 80521 Phone: (970) 221-6605 Fax: (970) 221-6378 Structure Numbers Engineers/Scientists/Surveyors P.O. Box 270460 Fort Collins, CO 80527 (970) 223-5556 3665 JFK Parkway, Building 2, Suite 200 Full: 1" = 20' 1" = 40' NORTH COLLEGE AVENUE IMPROVEMENTS GENERAL UTILITY PLAN UT-03 of 7 J. MICHAELSEN J. MICHAELSEN UTILITIES NOTES PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL 20+00 21+00 22+00 23+00 24+00 25+00 UD W W W W W W W E E E E E E E E E E E E E E E E E FO FO FO FO FO FO FO FO FO FO FO FO FO No Revisions: Revised: Void: Sheet Subset: Designer: Engineer: SubsetNumber Sheets: Sheet Date:Comments Init. Sheet Revisions As Constructed Project No./Code Drawing File Name: Print Date: Horizontal Scale Half: F:\32-1415.00 North College\MainDwgs\Sheets\09001-19-UT-01-06.dwg July 20, 2011 281 North College Avenue Fort Collins, CO 80521 Phone: (970) 221-6605 Fax: (970) 221-6378 Structure Numbers Engineers/Scientists/Surveyors P.O. Box 270460 Fort Collins, CO 80527 (970) 223-5556 3665 JFK Parkway, Building 2, Suite 200 Full: 1" = 20' 1" = 40' NORTH COLLEGE AVENUE IMPROVEMENTS GENERAL UTILITY PLAN UT-04 of 7 J. MICHAELSEN J. MICHAELSEN UTILITIES NOTES PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL 25+00 26+00 27+00 28+00 29+00 30+00 31+00 W W W W W G G G G G G G G G G G G G G 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 W G G G G G G G G G G G G G G G G G G G G G G G W W W W No Revisions: Revised: Void: Sheet Subset: Designer: Engineer: SubsetNumber Sheets: Sheet Date:Comments Init. Sheet Revisions As Constructed Project No./Code Drawing File Name: Print Date: Horizontal Scale Half: F:\32-1415.00 North College\MainDwgs\Sheets\09001-19-UT-01-06.dwg July 15, 2011 281 North College Avenue Fort Collins, CO 80521 Phone: (970) 221-6605 Fax: (970) 221-6378 Structure Numbers Engineers/Scientists/Surveyors P.O. Box 270460 Fort Collins, CO 80527 (970) 223-5556 3665 JFK Parkway, Building 2, Suite 200 Full: 1" = 20' 1" = 40' NORTH COLLEGE AVENUE IMPROVEMENTS GENERAL UTILITY PLAN UT-05 of 7 J. MICHAELSEN J. MICHAELSEN UTILITIES NOTES PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL 31+00 32+00 33+00 34+00 35+00 36+00 G G G G G G G G G G 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 No Revisions: Revised: Void: Sheet Subset: Designer: Engineer: SubsetNumber Sheets: Sheet Date:Comments Init. Sheet Revisions As Constructed Project No./Code Drawing File Name: Print Date: Horizontal Scale Half: F:\32-1415.00 North College\MainDwgs\Sheets\09001-19-UT-01-06.dwg July 20, 2011 281 North College Avenue Fort Collins, CO 80521 Phone: (970) 221-6605 Fax: (970) 221-6378 Structure Numbers Engineers/Scientists/Surveyors P.O. Box 270460 Fort Collins, CO 80527 (970) 223-5556 3665 JFK Parkway, Building 2, Suite 200 Full: 1" = 20' 1" = 40' NORTH COLLEGE AVENUE IMPROVEMENTS GENERAL UTILITY PLAN UT-06 of 7 J. MICHAELSEN J. MICHAELSEN UTILITIES NOTES PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL 37+00 38+00 39+00 40+00 41+00 42+00 W W W W W W W W W W W W W W W W 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 G G G G G G G G G G G G W W W E E E E E No Revisions: Revised: Void: Sheet Subset: Designer: Engineer: SubsetNumber Sheets: Sheet Date:Comments Init. Sheet Revisions As Constructed Project No./Code Drawing File Name: Print Date: Horizontal Scale Half: F:\32-1415.00 North College\MainDwgs\Sheets\09001-25-UT-07.dwg July 20, 2011 281 North College Avenue Fort Collins, CO 80521 Phone: (970) 221-6605 Fax: (970) 221-6378 Structure Numbers Engineers/Scientists/Surveyors P.O. Box 270460 Fort Collins, CO 80527 (970) 223-5556 3665 JFK Parkway, Building 2, Suite 200 Full: 1" = 20' 1" = 40' NORTH COLLEGE AVENUE IMPROVEMENTS GENERAL UTILITY PLAN UT-07 of 7 J. MICHAELSEN J. MICHAELSEN UTILITIES NOTES 42+00 43+00 44+00 W W W W W W W W W W W W W W T T FO FO FO FO FO FO FO FO FO T T T T T T T G G G G G 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 G E E E E E E E E W W W W W W W W W No Revisions: Revised: Void: Sheet Subset: Designer: Engineer: SubsetNumber Sheets: Sheet Date:Comments Init. Sheet Revisions As Constructed Project No./Code Drawing File Name: Print Date: Horizontal Scale Half: F:\32-1415.00 North College\MainDwgs\Sheets\09001-50-PH-01-04.dwg July 18, 2011 281 North College Avenue Fort Collins, CO 80521 Phone: (970) 221-6605 Fax: (970) 221-6378 Structure Numbers Engineers/Scientists/Surveyors P.O. Box 270460 Fort Collins, CO 80527 (970) 223-5556 3665 JFK Parkway, Building 2, Suite 200 Full: 1" = 15' 1" = 30' NORTH COLLEGE AVENUE IMPROVEMENTS POTHOLE LOCATION PLAN PH-01 of 4 STA 14+00 TO STA 22+00 J. MICHAELSEN J. MICHAELSEN UTILITIES POTHOLE DATA POTHOLE DATA UD UD UD UD UD UD UD UD UD UD W W W W W W W W W W W W W W W W W W W G G 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 E E FO FO FO FO FO FO FO FO FO FO FO FO No Revisions: Revised: Void: Sheet Subset: Designer: Engineer: SubsetNumber Sheets: Sheet Date:Comments Init. Sheet Revisions As Constructed Project No./Code Drawing File Name: Print Date: Horizontal Scale Half: F:\32-1415.00 North College\MainDwgs\Sheets\09001-50-PH-01-04.dwg July 18, 2011 281 North College Avenue Fort Collins, CO 80521 Phone: (970) 221-6605 Fax: (970) 221-6378 Structure Numbers Engineers/Scientists/Surveyors P.O. Box 270460 Fort Collins, CO 80527 (970) 223-5556 3665 JFK Parkway, Building 2, Suite 200 Full: 1" = 20' 1" = 40' NORTH COLLEGE AVENUE IMPROVEMENTS POTHOLE LOCATION PLAN PH-02 of 4 STA 22+00 TO STA 30+50 J. MICHAELSEN J. MICHAELSEN UTILITIES POTHOLE DATA POTHOLE DATA W W W W W G G G G G G G G G G G G 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 W W G G G G G G G G G G G G G G G G G G G G G W W W W W W W W W E E E E E E E E E E E E E E E E E E E E E FO FO No Revisions: Revised: Void: Sheet Subset: Designer: Engineer: SubsetNumber Sheets: Sheet Date:Comments Init. Sheet Revisions As Constructed Project No./Code Drawing File Name: Print Date: Horizontal Scale Half: F:\32-1415.00 North College\MainDwgs\Sheets\09001-50-PH-01-04.dwg July 18, 2011 281 North College Avenue Fort Collins, CO 80521 Phone: (970) 221-6605 Fax: (970) 221-6378 Structure Numbers Engineers/Scientists/Surveyors P.O. Box 270460 Fort Collins, CO 80527 (970) 223-5556 3665 JFK Parkway, Building 2, Suite 200 Full: 1" = 20' 1" = 40' NORTH COLLEGE AVENUE IMPROVEMENTS POTHOLE LOCATION PLAN PH-03 of 4 STA 30+50 TO STA 39+50 J. MICHAELSEN J. MICHAELSEN UTILITIES POTHOLE DATA POTHOLE DATA G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G W W W W W E E E E E FO FO No Revisions: Revised: Void: Sheet Subset: Designer: Engineer: SubsetNumber Sheets: Sheet Date:Comments Init. Sheet Revisions As Constructed Project No./Code Drawing File Name: Print Date: Horizontal Scale Half: F:\32-1415.00 North College\MainDwgs\Sheets\09001-50-PH-01-04.dwg July 18, 2011 281 North College Avenue Fort Collins, CO 80521 Phone: (970) 221-6605 Fax: (970) 221-6378 Structure Numbers Engineers/Scientists/Surveyors P.O. Box 270460 Fort Collins, CO 80527 (970) 223-5556 3665 JFK Parkway, Building 2, Suite 200 Full: 1" = 20' 1" = 40' NORTH COLLEGE AVENUE IMPROVEMENTS POTHOLE LOCATION PLAN PH-04 of 4 STA 39+50 TO STA 48+00 J. MICHAELSEN J. MICHAELSEN UTILITIES POTHOLE DATA 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 W W W W 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 FO FO FO FO FO T T T T T T T W W W E E E E E 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 UNCLASSIFIED EXCAVATION (COMPLETE IN PLACE)(NET) CUBIC YARDS FOR ROADWAY FROM CROSS SECTIONS 9,815 FOR CUT SLOPE TREATMENT 491 UNCLASSIFIED EXCAVATION FOR WATER QUALITY PONDS 5,220 MUCK EXCAVATION 3,000 TOTAL PAY QUANTITY 15,526 EMBANKMENT MATERIAL (COMPLETE IN PLACE)(NET) CUBIC YARDS FOR ROADWAY: REGULAR EMBANKMENT 2,731 EMBANKMENT FROM WATER QUALITY POND QUANTITIES 868 TOTAL 3,599 COMPACTION (AASHTO T-180) CUBIC YARDS TOTAL EMBANKMENT (NET) 540 TOTAL 4,139 UNCLASSIFIED EXCAVATION CUBIC YARDS TOTAL 15,526 EMBANKMENT (NET) TOTAL 4,139 UNCLASSIFIED EXCAVATION SHALL BE PAID AT PLAN QUANTITIES AND WILL NOT BE MEASURED SEPARATELY. SUMMARY OF EARTHWORK QUANTITIES FOR INFORMATION ONLY EARTHWORK QUANTITIES BALANCE PLAN CONST. PLAN CONST. PLAN CONST. PLAN CONST. PLAN CONST. PLAN CONST. PLAN CONST. PLAN CONST. BEGIN CONSTRUCTION TO WOODLAWN DRIVE STA. 13+75 TO STA. 21+50 LT 2 2 2 WOODLAWN DRIVE TO ALPINE STREET STA. 21+50 TO STA. 26+25 LT 1 MISTER MONEY ACCESS TO BINGO PLANET ACCESS STA. 22+00 TO STA. 26+75 RT 7 26 3 ALPINE STREET TO PINON STREET STA. 26+25 TO STA. 30+00 LT 1 4 2 BINGO PLANET ACCESS TO PINON STREET STA. 26+75 TO STA. 30+00 RT 4 2 65 2 PINON STREET TO HEMLOCK STREET STA. 30+00 TO STA. 33+75 LT 1 HEMLOCK STREET TO ONE STOP ACCESS STA. 33+75 TO STA. 38+75 LT 4 35 1 COLORADO MOTOR CAR ACCESS TO CONIFER STREET STA. 33+75 TO STA. 41+12 RT 40 1 ONE STOP ACCESS TO HICKORY STREET STA. 38+75 TO STA. 42+80 LT 3 HICKORY STREET TO END CONSTRUCTION STA. 42+80 TO STA. 46+75 LT 2 TOTALS 2 3 23 4 2 166 8 2 REMOVAL OF SIGN FOUNDATION EACH ** FOR INFORMATION ONLY ** TABULATION OF REMOVAL OF STRUCTURES AND OBSTRUCTIONS PLAN CONST. PLAN CONST. PLAN CONST. PLAN CONST. PLAN CONST. PLAN CONST. PLAN CONST. PLAN CONST. PLAN CONST. PLAN CONST. PLAN CONST. BEGIN CONSTRUCTION TO WOODLAWN DRIVE STA. 13+75 TO STA. 21+50 LT 215 39 961 386 24 1,260 2,182 644 1 BEGIN CONSTRUCTION TO MISTER MONEY ACCESS STA. 13+75 TO STA. 22+00 RT 1,059 87 798 37 390 17 1,173 2,537 53 1 1 WOODLAWN DRIVE TO ALPINE STREET STA. 21+50 TO STA. 26+25 LT 59 99 15 281 111 1,277 993 4 MISTER MONEY ACCESS TO BINGO PLANET ACCESS STA. 22+00 TO STA. 26+75 RT 66 123 10 273 35 1,189 996 4 ALPINE STREET TO PINON STREET STA. 26+25 TO STA. 30+00 LT 398 189 81 1,179 811 52 3 BINGO PLANET ACCESS TO PINON STREET STA. 26+75 TO STA. 30+00 RT 70 163 262 866 705 2 PINON STREET TO HEMLOCK STREET STA. 30+00 TO STA. 33+75 LT 65 233 5 192 80 944 811 6 PINON STREET TO COLORADO MOTOR CAR STA. 30+00 TO STA. 33+75 RT 153 91 13 175 1,182 814 2 HEMLOCK STREET TO ONE STOP ACCESS STA. 33+75 TO STA. 38+75 LT 270 474 255 20 1,320 1,082 5 COLORADO MOTOR CAR ACCESS TO CONIFER STREET STA. 33+75 TO STA. 41+12 RT 243 397 81 3,753 1,547 ONE STOP ACCESS TO HICKORY STREET STA. 38+75 TO STA. 42+80 LT 51 492 4 232 1,047 1,109 CONIFER STREET TO END CONSTRUCTION STA. 41+12 TO STA. 46+75 RT 2,182 HICKORY STREET TO END CONSTRUCTION STA. 42+80 TO STA. 46+75 LT 1,472 1,274 789 3,982 83 2,934 710 15,190 17,240 749 2 27 REMOVAL OF GATE EACH REMOVAL OF COMPOSITE PAVEMENT REMOVAL OF FENCE REMOVAL OF MEDIAN COVER TABULATION OF REMOVALS AND RESETS LOCATION SIDE RESET MAILBOX STRUCTURE EACH REMOVAL OF CONCRETE PAVEMENT SQUARE YARD 44 C1-312 C1-312 45 C1-312 C1-312 46 C1-312 C1-312 47 C1-312 C1-312 48 C1-312 C1-312 49 C1-312 C1-312 50 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 PLAN CONST. PLAN CONST. PLAN CONST. PLAN CONST. PLAN CONST. PLAN CONST. PLAN CONST. PLAN CONST. PLAN CONST. BEGIN CONSTRUCTION TO WOODLAWN DRIVE STA. 13+75 TO STA. 21+50 590 24 610 713 185 2 1 BEGIN CONSTRUCTION TO MISTER MONEY ACCESS STA. 13+75 TO STA. 22+00 131 59 594 314 2 1 WOODLAWN DRIVE TO ALPINE STREET STA. 21+50 TO STA. 26+25 298 37 470 37 MISTER MONEY ACCESS TO BINGO PLANET ACCESS STA. 22+00 TO STA. 26+75 355 32 481 ALPINE STREET TO PINON STREET STA. 26+25 TO STA. 30+00 241 19 402 37 BINGO PLANET ACCESS TO PINON STREET STA. 26+75 TO STA. 30+00 227 9 295 PINON STREET TO HEMLOCK STREET STA. 30+00 TO STA. 33+75 140 34 409 37 PINON STREET TO COLORADO MOTOR CAR STA. 30+00 TO STA. 33+75 331 359 HEMLOCK STREET TO ONE STOP ACCESS STA. 33+75 TO STA. 38+75 442 9 527 COLORADO MOTOR CAR ACCESS TO CONIFER STREET STA. 33+75 TO STA. 41+12 532 103 36 869 ONE STOP ACCESS TO HICKORY STREET STA. 38+75 TO STA. 42+80 319 24 393 267 133 CONIFER STREET TO END CONSTRUCTION STA. 41+12 TO STA. 46+75 HICKORY STREET TO END CONSTRUCTION STA. 42+80 TO STA. 46+75 TOTALS 3,606 103 283 5,409 1,294 318 111 4 2 CONCRETE SIDEWALK (SPECIAL) SQUARE YARD CONCRETE SIDEWALK (6 INCH) SQUARE YARD GUTTER TYPE 2 (4 FOOT) LINEAR FOOT CURB AND GUTTER TYPE 2 (SECTION IIB) LINEAR FOOT MEDIAN COVER MATERIAL SQUARE FOOT CURB AND PLAN CONST. PLAN CONST. PLAN CONST. PLAN CONST. PLAN CONST. PLAN CONST. PLAN CONST. PLAN CONST. PLAN CONST. PLAN CONST. BEGIN CONSTRUCTION TO WOODLAWN DRIVE STA. 13+75 TO STA. 21+50 LT 1615 38 21 376 185 1,028 1,028 BEGIN CONSTRUCTION TO MISTER MONEY ACCESS STA. 13+75 TO STA. 22+00 RT 1886 14 23 397 195 1,215 1,215 WOODLAWN DRIVE TO ALPINE STREET STA. 21+50 TO STA. 26+25 LT 1414 37 51 248 115 168 788 233 1,020 MISTER MONEY ACCESS TO BINGO PLANET ACCESS STA. 22+00 TO STA. 26+75 RT 1374 55 230 115 28 35 885 124 1,009 ALPINE STREET TO PINON STREET STA. 26+25 TO STA. 30+00 LT 1134 32 69 208 92 33 72 641 156 797 BINGO PLANET ACCESS TO PINON STREET STA. 26+75 TO STA. 30+00 RT 1427 42 206 103 33 35 959 284 1,084 PINON STREET TO HEMLOCK STREET STA. 30+00 TO STA. 33+75 LT 1103 15 42 199 92 33 72 620 177 797 PINON STREET TO COLORADO MOTOR CAR STA. 30+00 TO STA. 33+75 RT 1122 84 185 93 67 60 600 196 796 HEMLOCK STREET TO ONE STOP ACCESS STA. 33+75 TO STA. 38+75 LT 1516 58 31 262 126 119 858 244 1,102 COLORADO MOTOR CAR ACCESS TO CONIFER STREET STA. 33+75 TO STA. 41+12 RT 3140 289 185 453 196 73 75 1,461 400 1,861 ONE STOP ACCESS TO HICKORY STREET STA. 38+75 TO STA. 42+80 LT 1468 43 241 120 33 854 131 985 CONIFER STREET TO END CONSTRUCTION STA. 41+12 TO STA. 46+75 RT 21 251 125 HICKORY STREET TO END CONSTRUCTION STA. 42+80 TO STA. 46+75 LT 120 3 99 194 97 17,319 731 521 3,450 1,655 588 349 9,910 1,944 11,695 TABULATION OF SURFACING ITEMS CONCRETE PAVEMENT (6 INCH) (FAST TRACK) TON TON SQUARE YARD CONCRETE PAVEMENT (6 INCH) SQUARE YARD TOTALS TON SQUARE YARD HOT MIX ASPHALT (REFLECTIVE CRACK INTERLAYER) CONCRETE PAVEMENT (8 INCH) HOT MIX ASPHALT (GRADING S) (100) 62 General Note: All drive approaches and curb and gutter adjacent to the drives were thickened to 8". 12/4/15 As-Built Revisions JKL 12/4/15 C1-312 C1-312 63 12/2/15 12/2/15 Redlines shown JKL Type 3G Transition Type 3G Transition Added monument foundation 12" Barrier Curb added Added concrete bus pad C1-312 C1-312 64 12/3/15 As-Built Revisions JKL 12/3/15 Added monument foundation 12" Barrier curb added C1-312 C1-312 65 12/3/15 As-Built Revisions JKL 12/3/15 Reset Fence (36" Vinyl) Special Pedestrian Added monument foundation Light relocated here Added monument foundation C1-312 C1-312 66 12/3/15 As-Built Revisions JKL 12/3/15 Added monument foundation C1-312 C1-312 67 C1-312 C1-312 68 C1-312 C1-312 69 C1-312 C1-312 70 C1-312 C1-312 71 C1-312 C1-312 72 C1-312 C1-312 73 C1-312 C1-312 74 C1-312 C1-312 POINT ID TYPE STATION NORTHING EASTING ELEVATION DELTA RADIUS LENGTH TANGENT 01 POB 1000+00.00 134250.6704 194803.8350 4965.89 02 PI 1000+68.53 134319.1994 194804.3531 4964.46 03 PI 1000+97.42 134348.0066 194806.5788 4963.89 PC 1002+62.04 134512.6103 194808.1560 4963.37 PI 1002+71.46 134522.0300 194808.2463 86°34'46" 10 15.11 9.4 2 PT 1002+77.15 134522.6821 194798.8488 4963.26 HORIZONTAL CONTROL LINE DATA - West Flow 04 75 C1-312 C1-312 POINT ID TYPE STATION NORTHING EASTING ELEVATION DELTA RADIUS LENGTH TANGENT 05 POB 1010+00.00 134542.7325 194795.5483 4963.20 PC 1010+05.83 134542.6766 194801.3811 4963.23 PI 1010+15.83 134542.5808 194811.3806 90°00'00" 10.00 15.71 10.00 PT 1010+21.54 134552.5803 194811.4764 4963.28 07 PI 1010+83.06 134614.0986 194812.0659 4963.50 08 PI 1012+18.44 134749.4012 194816.6485 4963.96 PC 1012+73.03 134803.9867 194817.2610 4964.10 PI 1012+73.97 134804.9268 194817.2715 34°47'57" 3.00 1.82 0. 94 PT 1012+74.85 134805.7047 194816.7437 4964.11 HORIZONTAL CONTROL LINE DATA - West Flow 1 06 09 POINT ID TYPE STATION NORTHING EASTING ELEVATION DELTA RADIUS LENGTH TANGENT HORIZONTAL CONTROL LINE DATA - West Flow 1 PC 1012+79.97 134809.9394 194813.8705 4964.12 PI 1012+82.05 134811.6560 194812.7058 33°00'50" 7.00 4.03 2. 07 PT 1012+84.00 134813.7300 194812.6645 4964.13 PC 1013+02.71 134832.4344 194812.2915 4964.17 PI 1013+08.96 134838.6782 194812.1670 51°19'04" 13.00 11.64 6.24 PT 1013+14.36 134842.4833 194807.2152 4964.19 PC 1013+14.36 134842.4833 194807.2152 4964.19 PI 1013+22.70 134847.5649 194800.6022 36°53'49" 25.00 16.10 8.34 PT 1013+30.46 134847.6585 194792.2628 4964.21 PC 1013+51.04 134847.8894 194771.6818 4964.10 PI 1013+98.33 134848.4201 194724.3884 26°36'36" 200.00 92.89 47.30 PT 1014+43.92 134870.0780 194682.3422 4964.96 14 POE 1014+62.38 134878.5278 194665.9378 4965.48 12 13 10 11 76 C1-312 C1-312 POINT ID TYPE STATION NORTHING EASTING ELEVATION DELTA RADIUS LENGTH TANGENT PC 1020+00.00 134892.2883 194673.0258 4965.56 PI 1020+29.62 134878.7030 194699.3438 26°39'35" 125.00 58.1 6 29.62 PT 1020+58.16 134878.3707 194728.9595 4964.20 PC 1021+19.29 134877.6848 194790.0862 4964.18 PI 1021+44.29 134877.4043 194815.0846 90°00'00" 25.00 39.27 25.00 PT 1021+58.56 134902.4027 194815.3651 4964.42 PC 1023+30.51 135074.3385 194817.2943 4965.16 PI 1023+55.26 135099.0853 194817.5720 89°25'14" 25.00 39.02 24.75 PT 1023+69.53 135099.6133 194792.8293 4965.39 HORIZONTAL CONTROL LINE DATA - West Flow 2 15 16 17 77 C1-312 C1-312 POINT ID TYPE STATION NORTHING EASTING ELEVATION DELTA RADIUS LENGTH TANGENT PC 1030+00.00 135134.1287 194793.8763 4965.82 PI 1030+06.92 135129.6195 194799.1231 69°21'09" 10.00 12.10 6.92 PT 1030+12.10 135132.9392 194805.1927 4965.67 PC 1030+12.10 135132.9392 194805.1927 4965.67 PI 1030+26.74 135139.9607 194818.0307 60°40'53" 25.00 26.48 14.63 PT 1030+38.58 135154.5925 194818.1948 4965.53 PC 1031+79.99 135295.9959 194819.7815 4966.06 PI 1032+04.99 135320.9944 194820.0620 90°00'00" 25.00 39.27 25.00 PT 1032+19.26 135321.2749 194795.0636 4965.95 PC 1032+24.77 135321.3367 194789.5541 4965.96 PI 1032+29.11 135321.3853 194785.2211 36°52'12" 13.00 8.37 4 .33 PT 1032+33.14 135318.8244 194781.7254 4966.02 PC 1032+33.14 135318.8244 194781.7254 4966.02 PI 1032+38.81 135315.4754 194777.1543 36°52'12" 17.00 10.94 5.67 PT 1032+44.08 135315.5390 194771.4879 4966.10 23 POE 1032+56.10 135315.6739 194759.4654 4966.22 HORIZONTAL CONTROL LINE DATA - West Flow 3 18 22 21 19 20 78 C1-312 C1-312 POINT ID TYPE STATION NORTHING EASTING ELEVATION DELTA RADIUS LENGTH TANGENT 24 POB 1040+00.00 135363.6709 194760.0040 4966.39 PC 1040+12.02 135363.5360 194772.0265 4966.26 PI 1040+17.69 135363.4724 194777.6928 36°52'12" 17.00 10.94 5.67 PT 1040+22.96 135360.0218 194782.1877 4966.15 PC 1040+22.96 135360.0218 194782.1877 4966.15 PI 1040+27.30 135357.3830 194785.6250 4966.11 36°52'12" 13. 00 8.37 4.33 PT 1040+31.33 135357.3344 194789.9580 4966.08 PC 1040+36.84 135357.2726 194795.4675 4966.06 PI 1040+61.84 135356.9921 194820.4659 90°00'00" 25.00 39.27 25.00 PT 1040+76.11 135381.9905 194820.7464 4966.37 HORIZONTAL CONTROL LINE DATA - West Flow 4 25 26 27 POINT ID TYPE STATION NORTHING EASTING ELEVATION DELTA RADIUS LENGTH TANGENT HORIZONTAL CONTROL LINE DATA - West Flow 4 PC 1043+62.30 135668.1635 194823.9575 4967.47 PI 1043+87.30 135693.1620 194824.2380 90°00'00" 25.00 39.27 25.00 PT 1044+01.57 135693.4425 194799.2396 4967.60 PC 1044+06.86 135693.5018 194793.9538 4967.61 PI 1044+11.18 135693.5503 194789.6313 36°47'11" 13.00 8.35 4 .32 PT 1044+15.20 135691.0007 194786.1404 4967.64 PC 1044+15.20 135691.0007 194786.1404 4967.64 PI 1044+20.86 135687.6628 194781.5704 36°49'28" 17.00 10.93 5.66 PT 1044+26.13 135687.7301 194775.9116 4967.67 31 POE 1044+38.54 135687.8600 194763.5013 4967.71 30 29 28 79 C1-312 C1-312 POINT ID TYPE STATION NORTHING EASTING ELEVATION DELTA RADIUS LENGTH TANGENT 32 POB 1050+00.00 135738.8042 194764.0729 4967.44 PC 1050+12.41 135738.6744 194776.4817 4967.59 PI 1050+18.07 135738.6152 194782.1414 36°49'47" 17.00 10.93 5.66 PT 1050+23.34 135735.1751 194786.6361 4967.72 PC 1050+23.34 135735.1751 194786.6361 4967.72 PI 1050+27.66 135732.5478 194790.0688 36°47'11" 13.00 8.35 4.32 PT 1050+31.68 135732.4993 194794.3914 4967.82 PC 1050+36.97 135732.44 194799.6771 4967.88 PI 1050+61.97 135732.1595 194824.6756 90°00'00" 25.00 39.27 25.00 PT 1050+76.24 135757.1579 194824.9561 4967.85 PC 1052+24.45 135905.3594 194826.619 4968.49 PI 1052+38.39 135919.2963 194826.7754 85°47'44" 15.00 22.46 13.94 PT 1052+46.91 135920.474 194812.8875 4969.19 37 POE 1052+51.07 135920.8255 194808.7428 4969.33 HORIZONTAL CONTROL LINE DATA - West Flow 5 33 36 34 35 POINT ID TYPE STATION NORTHING EASTING ELEVATION DELTA RADIUS LENGTH TANGENT 38 POB 1060+00.00 135946.0286 194809.0522 4969.53 PC 1060+06.16 135946.0307 194815.2133 4969.36 PI 1060+18.02 135946.0346 194827.0754 89°20'17" -12.00 18.71 11.86 PT 1060+24.87 135957.8961 194827.2085 4968.88 PC 1061+21.51 136054.5288 194828.2928 4969.09 PI 1061+46.38 136079.3938 194828.5721 89°41'36" -25.00 39.14 24.87 PT 1061+60.65 136079.8062 194803.7089 4969.09 41 POE 1061+93.28 136080.3473 194771.079 4969.00 HORIZONTAL CONTROL LINE DATA - West Flow 6 39 40 80 C1-312 C1-312 POINT ID TYPE STATION NORTHING EASTING ELEVATION DELTA RADIUS LENGTH TANGENT 42 POB 1070+00.00 136119.9774 194771.5237 4969.02 PC 1070+08.74 136120.0181 194780.2621 4969.09 PI 1070+14.68 136120.1301 194786.1994 38°30'37" 17.00 11.43 5.94 PT 1070+20.16 136116.5209 194790.9151 4969.17 PC 1070+20.16 136116.5209 194790.9151 4969.17 PI 1070+24.49 136113.8936 194794.3478 36°47'11" 13.00 8.35 4.32 PT 1070+28.51 136113.8451 194798.6703 4969.22 PC 1070+33.80 136113.7858 194803.9561 4969.25 PI 1070+58.80 136113.5053 194828.9546 90°00'00" 25.00 39.27 25.00 PT 1070+73.07 136138.5037 194829.2351 4969.47 46 PI 1073+11.47 136376.8936 194831.9100 4970.69 HORIZONTAL CONTROL LINE DATA - West Flow 7 43 44 45 81 C1-312 C1-312 POINT ID TYPE STATION NORTHING EASTING ELEVATION DELTA RADIUS LENGTH TANGENT HORIZONTAL CONTROL LINE DATA - West Flow 7 47 PI 1077+51.69 136817.0684 194825.8484 4973.34 PC 1078+77.19 136942.5612 194827.2565 4973.61 PI 1079+01.99 136967.3650 194827.5348 89°33'08" 25.00 39.07 24.81 PT 1079+16.26 136967.8371 194802.7339 4973.33 49 POE 1079+20.00 136967.9083 194798.9945 4973.29 48 82 C1-312 C1-312 POINT ID TYPE STATION NORTHING EASTING ELEVATION DELTA RADIUS LENGTH TANGENT 50 POB 1100+00.00 134364.9350 194921.6460 4963.09 PC 1100+03.96 134365.0161 194917.6830 4963.10 PI 1100+28.73 134365.5229 194892.9182 89°28'14" 25 39.04 24. 77 PT 1100+43.00 134390.2913 194893.1961 4963.23 PC 1102+53.17 134600.4477 194895.5542 4963.27 PI 1102+73.08 134620.3556 194895.7776 89°44'21" 20 31.32 19. 91 PT 1102+84.50 134620.2228 194915.6864 4963.04 HORIZONTAL CONTROL LINE DATA - East Flow 51 52 83 C1-312 C1-312 POINT ID TYPE STATION NORTHING EASTING ELEVATION DELTA RADIUS LENGTH TANGENT 53 POB 1110+00.00 134650.4235 194915.6418 4962.91 PC 1110+02.49 134650.4377 194913.1545 4962.97 PI 1110+22.60 134650.5524 194893.0442 90°18'58" 20.00 31 .53 20.11 PT 1110+34.01 134670.6618 194893.2698 4963.65 PC 1111+10.61 134747.2566 194894.1293 4963.93 PI 1111+12.92 134749.5627 194894.1552 36°28'17" 7.00 4.46 2. 31 PT 1111+15.07 134751.4326 194892.8051 4963.94 HORIZONTAL CONTROL LINE DATA - East Flow 1 54 55 POINT ID TYPE STATION NORTHING EASTING ELEVATION DELTA RADIUS LENGTH TANGENT HORIZONTAL CONTROL LINE DATA - East Flow 1 PC 1111+19.34 134754.8992 194890.3023 4963.95 PI 1111+20.33 134755.7006 194889.7237 36°28'17" 3.00 1.91 0. 99 PT 1111+21.25 134756.6890 194889.7348 4963.96 57 PI 1111+43.71 134779.1394 194889.9867 4963.99 PC 1112+58.83 134894.1849 194894.1180 4964.25 PI 1112+73.26 134908.6135 194894.6361 87°48'43" 15.00 22.99 14.44 PT 1112+81.82 134908.6466 194909.0739 4964.07 58 56 84 C1-312 C1-312 POINT ID TYPE STATION NORTHING EASTING ELEVATION DELTA RADIUS LENGTH TANGENT 59 POB 1120+00.00 134932.4780 194910.7070 4964.09 PC 1120+01.00 134932.4892 194909.7086 4964.11 PI 1120+16.00 134932.6574 194894.7094 90°00'02" 15.00 23.56 15.00 PT 1120+24.56 134947.6566 194894.8777 4964.47 PC 1123+47.93 135271.0054 194898.5061 4965.78 PI 1123+50.85 135273.9209 194898.5388 125°33'04" 1.50 3.29 2 .92 PT 1123+51.22 135272.1991 194900.8917 4965.77 62 POE 1123+64.28 135264.4850 194911.4340 4965.56 HORIZONTAL CONTROL LINE DATA - East Flow 2 60 61 85 C1-312 C1-312 POINT ID TYPE STATION NORTHING EASTING ELEVATION DELTA RADIUS LENGTH TANGENT 63 POB 1130+00.00 135281.7850 194916.5800 4965.96 PC 1130+11.78 135288.7383 194907.0772 4965.98 PI 1130+22.06 135294.8144 194898.7732 54°26'59" 20.00 19.01 10.29 PT 1130+30.78 135305.1033 194898.8886 4966.01 65 PI 1130+54.88 135329.2010 194899.1590 4966.05 66 PI 1132+03.77 135477.5500 194911.8240 4966.30 PC 1133+65.08 135638.8476 194913.6345 4966.83 PI 1133+95.08 135668.8456 194913.9712 89°59'59" 30.00 47.12 30.00 PT 1134+12.20 135668.5090 194943.9692 4973.06 HORIZONTAL CONTROL LINE DATA - East Flow 3 64 67 86 C1-312 C1-312 POINT ID TYPE STATION NORTHING EASTING ELEVATION DELTA RADIUS LENGTH TANGENT PC 1140+00.00 135744.0081 194911.8117 4967.19 PI 1140+08.00 135744.0979 194903.8123 89°59'57" 8.00 12.57 8.00 PT 1140+12.57 135752.0973 194903.9019 4967.45 HORIZONTAL CONTROL LINE DATA - East Flow 4 68 87 C1-312 C1-312 POINT ID TYPE STATION NORTHING EASTING ELEVATION DELTA RADIUS LENGTH TANGENT HORIZONTAL CONTROL LINE DATA - East Flow 4 69 PI 1146+49.73 136389.2242 194911.0433 4970.83 70 PI 1148+00.14 136539.0913 194923.7333 4971.67 PC 1149+78.37 136717.3158 194925.7331 4972.81 PI 1150+03.33 136742.2685 194926.0131 89°53'43" 25.00 39.22 24.95 PT 1150+17.60 136742.0342 194950.9663 4972.52 72 POE 1150+92.16 136741.3339 195025.5307 4971.28 71 88 C1-312 C1-312 POINT ID TYPE STATION NORTHING EASTING ELEVATION DELTA RADIUS LENGTH TANGENT PC 1160+00.00 136827.9750 194912.3597 4974.08 PI 1160+25.50 136802.4899 194911.6197 91°07'31" 25.00 39.76 19.64 PT 1160+39.76 136802.2505 194937.1144 4973.12 74 POE 1161+28.75 136801.4148 195026.0973 4971.47 HORIZONTAL CONTROL LINE DATA - East Flow 5 73 89 C1-312 C1-312 ID STATION OFFSET ELEV. WW1-1 115+33.60 30.2 LT. MATCH EX WW1-2 115+49.12 32.7 LT. 4965.65 WW1-3 115+92.82 47.1 LT. 4963.60 WW1-4 116+53.88 47.7 LT. 4963.11 WW1-5 116+84.61 38.2 LT. 4963.17 WW1-6 117+13.97 38.1 LT. 4963.14 WW1-7 117+19.09 39.7 LT. 4963.08 WEST WALK 1 POINTS ARE TO BACK OF PATH ELEVATIONS SHALL BE AT OR BELOW EXISTING GRADES WITHIN THE POUDRE RIVER HALF FOOT FLOODWAY. ID STATION OFFSET ELEV. WEST WALK 1 WW1-8 117+61.72 43.4 LT. 4963.11 WW1-9 117+85.33 40.6 LT. 4963.30 WW1-10 118+18.64 42.4 LT. 4963.14 WW1-11 118+38.53 47.1 LT. 4962.83 WW1-12 118+78.37 48.5 LT. 4963.07 WW1-13 119+02.00 44.8 LT. 4963.22 WW1-14 119+38.69 46.3 LT. 4963.43 WW1-15 119+52.50 49.6 LT. 4963.50 WW1-16 120+50.44 50.9 LT. 4963.73 POINTS ARE TO BACK OF PATH ELEVATIONS SHALL BE AT OR BELOW EXISTING GRADES WITHIN THE POUDRE RIVER HALF FOOT FLOODWAY. ID STATION OFFSET ELEV. EW2-1 219+47.17 35.5 RT. 4963.75 EW2-2 219+79.79 35.5 RT. 4964.60 EW2-3 219+96.38 41.8 RT. 4965.14 EW2-4 220+08.33 46.3 RT. 4965.55 EW2-5 220+71.40 46.3 RT. 4965.50 EW2-6 220+84.25 40.9 RT. 4965.11 EAST WALK 2 POINTS ARE TO BACK OF PATH ID STATION OFFSET ELEV. EW1-1 218+66.16 34.8 RT. MATCH EX EW1-2 218+88.70 35.7 RT. 4963.88 POINTS ARE TO BACK OF PATH EAST WALK 1 ID STATION OFFSET M1-1 16+68.86 4.3 RT. M1-2 18+74.23 4.0 RT. M1-3 19+30.27 7.3 LT. M1-4 19+73.31 6.3 LT. M1-5 19+73.38 6.0 RT. M1-6 19+30.18 7.5 RT. M1-7 16+68.86 8.0 RT. MEDIAN 1 POINTS ARE TO FLOWLINE TOP OF MEDIAN ELEVATIONS SHALL MATCH TOP OF EXISTING MEDIAN ELEVATIONS. SEE NOTE 1 ON RD-02. ID STATION OFFSET M2-1 15+69.72 7.0 LT. M2-2 15+69.70 5.0 LT. MEDIAN 2 WW1-17 121+11.84 38.0 LT. 4964.55 WW1-18 121+21.63 45.1 LT. 4964.65 WW1-19 121+10.16 30.1 LT. 4964.39 WW1-19 POINT AT FRONT CORNER OF PATH ALL OTHER POINTS ARE TO BACK OF PATH ID STATION OFFSET ELEV. WEST WALK 1 ID STATION OFFSET ELEV. WW2-1 121+79.29 45.7 LT. 4965.16 WW2-2 121+85.31 35.5 LT. 4965.22 WW2-3 121+85.31 27.5 LT. 4965.06 WW2-4 123+08.22 35.5 LT. 4965.65 WW2-5 123+20.71 36.3 LT. 4965.69 WW2-6 123+25.93 36.9 LT. 4965.71 WW2-7 123+38.36 37.7 LT. 4965.75 WW2-8 123+57.58 37.7 LT. 4965.82 WW2-9 123+76.60 44.7 LT. 4965.90 WW2-3 POINT IS AT FRONT CORNER OF PATH ALL OTHER POINTS ARE TO BACK OF PATH WEST WALK 2 ID STATION OFFSET ELEV. WW3-1 124+25.04 37.5 LT. 4966.29 WW3-2 124+33.30 29.5 LT. 4966.15 WW3-3 124+51.30 37.5 LT. 4966.32 WW3-4 124+63.66 33.8 LT. 4966.33 WW3-5 124+67.62 31.1 LT. 4966.34 WW3-6 124+76.02 28.5 LT. 4966.35 WW3-7 124+89.85 28.5 LT. 4966.45 WW3-8 124+94.35 31.5 LT. 4966.49 WW3-9 125+21.35 31.5 LT. 4966.60 WW3-10 125+25.85 28.5 LT. 4966.61 WW3-11 125+54.64 29.0 LT. 4966.68 WW3-12 125+60.67 31.1 LT. 4966.69 WW3-13 125+69.99 34.5 LT. 4966.73 WW3-14 125+83.59 34.7 LT. 4966.77 WW3-15 125+86.90 39.9 LT. 4966.82 WW3-16 125+78.45 26.6 LT. 4966.60 WW3-2 AND WW3-16 POINTS ARE AT FRONT CORNER OF PATH ALL OTHER POINTS ARE TO BACK OF PATH WEST WALK 3 ID STATION OFFSET ELEV. WW4-1 126+55.05 40.6 LT. 4966.91 WW4-2 126+59.27 35.5 LT. 4966.97 WW4-3 126+59.30 27.5 LT. 4966.89 WEST WALK 4 WW4-3 POINT IS AT FRONT CORNER OF PATH ALL OTHER POINTS ARE TO BACK OF PATH ID STATION OFFSET ELEV. EAST WALK 2 EW2-7 221+02.11 33.5 RT. MATCH EX EW2-8 221+69.57 33.5 RT. MATCH EX EW2-9 221+82.34 34.1 RT. 4964.80 POINTS ARE TO BACK OF PATH ID STATION OFFSET ELEV. EW3-1 222+27.37 33.0 RT. 4964.86 EW3-2 225+41.44 33.0 RT. 4966.12 POINTS ARE TO BACK OF PATH EAST WALK 3 ID STATION OFFSET ELEV. EW4-1 225+81.04 35.5 RT. 4966.06 POINTS ARE TO BACK OF PATH POINTS ARE TO BACK OF PATH WW6-2 POINT IS AT FRONT OF PATH ALL OTHER POINTS ARE TO BACK OF PATH ID STATION OFFSET ELEV. WEST WALK 4 WW4-4 129+52.93 35.5 LT. 4968.09 WW4-5 129+61.68 42.2 LT. 4968.02 WW4-6 129+07.07 27.5 LT. 4967.86 WW4-6 POINT IS AT FRONT CORNER OF PATH ALL OTHER POINTS ARE TO BACK OF PATH ID STATION OFFSET ELEV. WW5-1 130+33.46 42.1 LT. 4968.99 WW5-2 130+33.46 35.8 LT. 4968.97 WW5-3 130+33.76 34.2 LT. 4968.97 WW5-4 130+57.72 27.5 LT. 4968.59 WW5-5 131+15.18 34.5 LT. 4968.99 WW5-6 131+16.41 35.5 LT. 4969.02 WW5-7 131+93.77 35.5 LT. 4969.36 WW5-4 POINT IS AT FRONT CORNER OF PATH ALL OTHER POINTS ARE TO BACK OF PATH WEST WALK 5 ID STATION OFFSET ELEV. WW6-1 132+46.37 38.1 LT. 4969.80 WW6-2 132+46.33 31.6 LT. 4969.74 WEST WALK 6 ID STATION OFFSET ELEV. EAST WALK 4 ID STATION OFFSET ELEV. EW5-1 230+22.49 43.0 RT. 4967.16 EW5-2 230+22.40 62.9 RT. 4968.08 EW5-3 230+29.43 63.0 RT. 4968.03 EW5-4 230+29.74 42.1 RT. 4967.51 EW5-5 230+41.86 40.5 RT. 4967.78 EAST WALK 5 ID STATION OFFSET ELEV. EAST WALK 5 EW5-6 231+35.72 40.5 RT. 4968.64 EW5-7 231+40.22 40.5 RT. 4968.87 EW5-8 232+03.86 40.5 RT. 4968.99 EW5-9 232+21.97 37.6 RT. 4969.02 EW5-10 232+35.09 35.5 RT. 4969.05 EW4-5 226+20.19 32.2 RT. MATCH EX EW4-6 226+31.74 34.6 RT. 4966.26 EW4-7 226+34.43 35.7 RT. 4966.27 EW4-8 226+46.26 38.5 RT. 4966.33 POINTS ARE TO BACK OF PATH 92 C1-312 C1-312 WW7-5 POINT IS AT FRONT CORNER OF PATH ALL OTHER POINTS ARE TO BACK OF PATH POINTS ARE TO BACK OF PATH WW6-3 133+25.76 38.0 LT. 4970.12 WW6-4 133+44.65 38.0 LT. 4969.81 WW6-5 133+44.51 50.0 LT. 4969.83 POINTS ARE TO BAKE OF PATH POINTS ARE TO BACK OF PATH ID STATION OFFSET ELEV. EAST WALK 5 EW5-11 236+73.10 35.5 RT. 4971.37 EW5-12 238+23.01 46.5 RT. 4972.26 ID STATION OFFSET ELEV. WEST WALK 6 ID STATION OFFSET ELEV. WEST WALK 7 ID STATION OFFSET ELEV. WW7-1 134+06.94 50.0 LT. 4969.75 WW7-2 134+06.94 44.0 LT. 4969.76 WW7-3 134+16.29 44.1 LT. 4970.08 WW7-4 134+16.38 35.5 LT. 4970.26 WW7-5 134+35.42 27.5 LT. 4970.15 WW7-6 135+47.39 35.5 LT. 4970.85 WW7-7 135+49.78 40.3 LT. 4971.01 WW7-8 135+44.64 49.9 LT. 4971.29 WW7-9 135+49.81 49.8 LT. 4971.47 WW7-10 135+56.56 38.9 LT. 4971.27 WW7-11 135+58.93 36.4 LT. 4971.22 WW7-12 135+61.06 35.5 LT. 4971.19 WEST WALK 7 WW7-13 135+71.89 35.5 LT. 4971.64 WW7-14 135+76.83 39.7 LT. 4972.01 WW7-15 135+82.10 49.0 LT. 4972.62 WW7-16 135+85.56 46.0 LT. 4972.60 WW7-17 135+82.94 43.3 LT. 4972.48 WW7-18 135+87.08 35.5 LT. 4972.15 WW7-19 136+09.34 35.5 LT. 4972.70 WW7-20 136+10.07 39.3 LT. 4972.81 WW7-21 136+08.96 39.8 LT. 4972.83 WW7-22 136+11.56 44.3 LT. 4972.92 WW7-23 136+17.16 40.1 LT. 4972.88 WW7-24 136+34.98 42.2 LT. 4972.97 WW7-25 136+36.08 45.3 LT. 4973.01 WW7-26 136+41.69 47.7 LT. 4973.10 WW7-27 136+51.43 35.5 LT. 4972.18 WW7-28 136+59.60 35.6 LT. 4971.94 93 C1-312 C1-312 WW7-32 POINT IS AT FRONT CORNER OF PATH ALL OTHER POINTS ARE TO BACK OF PATH ID STATION OFFSET ELEV. EAST WALK 5 EW5-13 240+05.37 46.5 RT. 4973.20 EW5-14 240+16.42 56.1 RT. 4973.09 EW5-15 239+68.01 38.5 RT. 4973.21 WW5-15 POINT IS AT FRONT CORNER OF PATH ALL OTHER POINTS ARE TO BACK OF PATH ID STATION OFFSET ELEV. EW6-1 240+96.38 45.0 RT. 4973.80 EW6-2 241+10.27 36.4 RT. 4974.21 POINTS ARE TO BACK OF CORNER TREATMENT EAST WALK 6 ID STATION OFFSET ELEV. WEST WALK 7 WW7-29 140+99.70 46.5 LT. 4973.89 WW7-30 142+23.45 46.5 LT. 4974.21 WW7-31 142+34.43 55.8 LT. 4974.13 WW7-32 142+04.45 38.5 LT. 4974.09 ID STATION OFFSET ELEV. M5-1 41+08.20 4.5 LT. 4974.59 M5-2 41+08.20 6.5 LT. 4974.59 M5-3 42+40.00 6.5 LT. 4974.78 M5-4 42+40.00 4.5 LT. 4974.78 MEDIAN 5 94 C1-312 C1-312 ID NORTHING EASTING ELEV. ER1-1 134293.930 194895.591 4964.81 ER1-2 134302.530 194900.189 4964.27 ER1-3 134306.685 194904.526 4963.96 ER1-4 134311.121 194914.333 4963.65 ER1-5 134304.277 194915.760 4963.99 ER1-6 134301.427 194910.052 4964.15 ER1-7 134297.243 194905.745 4964.50 ER1-8 134291.816 194902.744 4965.11 EAST RAMP 1 DATA ID NORTHING EASTING ELEV. ER2-1 134365.813 194911.915 4963.12 ER2-2 134368.896 194904.809 4963.15 ER2-3 134374.914 194898.268 4963.17 ER2-4 134381.481 194894.695 4963.20 ER2-5 134383.729 194900.889 4963.95 ER2-6 134378.714 194903.726 4963.66 ER2-7 134374.754 194908.236 4963.64 ER2-8 134372.570 194913.668 4963.67 ER2-9 134376.424 194900.260 4963.30 ER2-10 134371.007 194906.148 4963.28 EAST RAMP 2 DATA ID NORTHING EASTING ELEV. ER3-1 134610.778 194898.565 4963.19 ER3-2 134612.906 194900.089 4963.17 ER3-3 134617.872 194906.145 4963.12 ER3-4 134618.597 194907.653 4963.11 ER3-5 134604.823 194907.499 4963.90 ER3-6 134604.924 194898.499 4963.71 ER3-7 134608.907 194900.044 4963.37 ER3-8 134608.839 194906.044 4963.57 EAST RAMP 3 DATA ID NORTHING EASTING ELEV. ER4-1 134651.271 194907.553 4963.10 ER4-2 134651.782 194906.059 4963.12 ER4-3 134655.386 194900.099 4963.27 ER4-4 134656.826 194898.615 4963.31 ER4-5 134663.301 194898.689 4963.80 ER4-6 134660.622 194907.688 4963.75 ER4-7 134659.318 194906.143 4963.42 ER4-8 134659.385 194900.144 4963.47 EAST RAMP 4 DATA ID NORTHING EASTING ELEV. WR2-1 134370.328 194806.793 4963.69 WR2-2 134371.828 194806.807 4963.68 WR2-3 134377.828 194806.865 4963.65 WR2-4 134379.328 194806.879 4963.64 WR2-5 134379.328 194798.878 4963.78 WR2-6 134370.328 194798.779 4963.75 WR2-7 134371.828 194802.802 4963.72 WR2-8 134377.828 194802.864 4963.71 WEST RAMP 2 DATA ID NORTHING EASTING ELEV. WR3-1 134846.734 194798.717 4964.21 WR3-2 134846.262 194800.209 4964.20 WR3-3 134843.249 194806.158 4964.19 WR3-4 134842.150 194807.639 4964.19 WR3-5 134835.228 194807.519 4964.60 WR3-6 134835.384 194798.520 4964.65 WR3-7 134839.253 194806.089 4964.39 ID NORTHING EASTING ELEV. ER6-1 134932.580 194908.210 4964.14 ER6-2 134932.825 194906.712 4964.16 ER6-3 134935.589 194900.743 4964.29 ER6-4 134936.893 194899.257 4964.32 ER6-5 134943.605 194899.333 4964.81 ER6-6 134943.504 194908.332 4964.86 ER6-7 134939.521 194906.787 4964.53 ER6-8 134939.588 194900.788 4964.48 EAST RAMP 6 DATA ID NORTHING EASTING ELEV. ER5-1 134905.579 194900.019 4964.16 ER5-2 134906.596 194901.537 4964.15 ER5-3 134908.568 194907.572 4964.09 ER5-4 134908.647 194909.074 4964.08 ER5-5 134898.467 194908.897 4964.80 ER5-6 134898.623 194899.899 4964.68 ER5-7 134902.596 194901.468 4964.34 ER5-8 134902.492 194907.467 4964.46 EAST RAMP 5 DATA ID NORTHING EASTING ELEV. ER7-1 135271.018 194902.506 4965.80 ER7-2 135269.929 194903.994 4965.75 ER7-3 135265.573 194909.946 4965.59 ER7-4 135264.485 194911.434 4965.56 ER7-5 135257.557 194911.356 4966.12 ER7-6 135257.658 194902.357 4966.08 ER7-7 135261.641 194903.901 4965.75 ER7-8 135261.574 194909.901 4965.79 EAST RAMP 7 DATA ID NORTHING EASTING ELEV. ER8-1 135283.189 194914.660 4965.97 ER8-2 135284.278 194913.173 4965.98 ER8-3 135288.633 194907.221 4966.01 ER8-4 135289.821 194905.734 4965.98 ER8-5 135297.227 194905.817 4966.08 ER8-6 135297.126 194914.817 4966.12 EAST RAMP 8 DATA ID NORTHING EASTING ELEV. WR5-1 135098.549 194799.532 4965.35 WR5-2 135098.045 194801.027 4965.34 WR5-3 135094.844 194806.991 4965.30 WR5-4 135093.675 194808.478 4965.29 WR5-5 135086.828 194808.401 4965.64 WR5-6 135086.929 194799.402 4965.80 WEST RAMP 5 DATA ID NORTHING EASTING ELEV. WR6-1 135131.725 194799.904 4965.73 WR6-2 135131.764 194801.405 4965.72 WR6-3 135134.323 194807.434 4965.64 WR6-4 135135.458 194808.947 4965.61 WR6-5 135142.306 194809.024 4966.15 WR6-6 135142.407 194800.024 4966.29 WR6-7 135138.390 194801.479 4966.05 WR6-8 135138.323 194807.479 4965.96 WEST RAMP 6 DATA ID NORTHING EASTING ELEV. WR7-1 135312.310 194813.964 4966.03 WR7-2 135313.923 194812.482 4966.01 WR7-3 135318.340 194806.531 4965.97 ID NORTHING EASTING ELEV. WR9-1 135684.478 194818.140 4967.41 WR9-2 135686.100 194816.658 4967.41 WR9-3 135690.512 194810.707 4967.39 WR9-4 135691.233 194809.215 4967.39 WR9-5 135678.185 194809.069 4967.98 WR9-6 135678.084 194818.069 4967.84 WR9-7 135682.100 194816.613 4967.60 WR9-8 135682.168 194810.614 4967.72 WEST RAMP 9 DATA ID NORTHING EASTING ELEV. WR10-1 135740.978 194818.774 4967.96 WR10-2 135739.390 194817.256 4967.97 WR10-3 135735.113 194811.208 4968.02 WR10-4 135734.422 194809.700 4967.99 WR10-5 135747.473 194809.846 4968.84 WR10-6 135747.372 194818.846 4968.43 WR10-7 135743.389 194817.301 4968.17 WR10-8 135743.457 194811.301 4968.44 WEST RAMP 10 DATA ID NORTHING EASTING ELEV. WR11-1 135918.126 194819.762 4968.94 WR11-2 135918.972 194818.271 4969.00 WR11-3 135920.525 194812.288 4969.20 WR11-4 135920.652 194810.790 4969.25 WR11-5 135911.057 194810.682 4969.37 WR11-6 135910.956 194819.681 4969.19 WEST RAMP 11 DATA ID NORTHING EASTING ELEV. ER10-1 136707.552 194925.626 4972.82 ER10-2 136709.052 194925.643 4972.83 ER10-3 136715.051 194925.710 4972.86 ER10-4 136716.551 194925.727 4972.86 ER10-5 136716.462 194933.728 4973.27 ER10-6 136707.462 194933.627 4973.30 ER10-7 136709.007 194929.644 4972.97 ER10-8 136715.007 194929.712 4972.94 EAST RAMP 10 DATA ID NORTHING EASTING ELEV. ER11-1 136732.084 194930.770 4972.82 ER11-2 136733.918 194932.296 4972.78 ER11-3 136738.760 194938.362 4972.64 ER11-4 136739.553 194939.873 4972.61 ER11-5 136725.817 194939.685 4973.23 ER11-6 136725.940 194930.686 4973.18 ER11-7 136729.837 194938.240 4973.03 ER11-8 136729.919 194932.241 4972.98 EAST RAMP 11 DATA ID NORTHING EASTING ELEV. ER9-1 135663.152 194926.520 4966.31 ER9-2 135664.137 194928.034 4966.29 ER9-3 135666.947 194934.072 4966.20 ER9-4 135667.410 194935.579 4966.18 ER9-5 135656.035 194935.423 4966.71 ER9-6 135656.158 194926.424 4966.84 ER9-7 135660.055 194933.978 4966.40 ER9-8 135660.137 194927.979 4966.49 EAST RAMP 9 DATA ID NORTHING EASTING ELEV. ER13-1 136811.079 194918.283 4973.39 ID NORTHING EASTING ELEV. WR13-1 136074.8590 194818.2280 4969.10 WR13-2 136075.8690 194816.7390 4969.11 WR13-3 136078.6660 194810.7700 4969.12 WR13-4 136079.0840 194809.2750 4969.12 WR13-5 136067.9710 194809.1500 4969.75 WR13-6 136067.8700 194818.1490 4969.58 WR13-7 136071.8870 194816.6940 4969.26 WR13-8 136071.9540 194810.6950 4969.41 WEST RAMP 13 DATA ID NORTHING EASTING ELEV. WR14-1 136118.404 194818.716 4969.28 WR14-2 136117.411 194817.205 4969.27 WR14-3 136114.766 194811.175 4969.24 WR14-4 136114.382 194809.671 4969.23 WR14-5 136125.495 194809.795 4969.92 WR14-6 136125.394 194818.795 4969.79 WR14-7 136121.411 194817.250 4969.47 WR14-8 136121.478 194811.250 4969.58 WEST RAMP 14 DATA ID NORTHING EASTING ELEV. WR15-1 136708.656 194827.342 4973.04 WR15-2 136710.156 194827.321 4973.04 WR15-3 136716.155 194827.239 4973.07 WR15-4 136717.655 194827.218 4973.08 WR15-5 136717.552 194819.718 4973.62 WR15-6 136708.553 194819.842 4973.54 WR15-7 136710.108 194823.821 4973.22 WR15-8 136716.107 194823.738 4973.24 WEST RAMP 15 DATA ID NORTHING EASTING ELEV. WR16-1 136812.115 194825.917 4973.33 WR16-2 136813.616 194825.896 4973.33 WR16-3 136819.616 194825.877 4973.35 WR16-4 136821.116 194825.894 4973.35 WR16-5 136821.200 194818.394 4973.85 WR16-6 136812.201 194818.293 4973.84 WR16-7 136813.656 194822.310 4973.51 WR16-8 136819.655 194822.377 4973.52 WEST RAMP 16 DATA ID NORTHING EASTING ELEV. WR17-1 136958.876 194821.439 4973.53 WR17-2 136960.498 194819.957 4973.49 WR17-3 136964.909 194814.006 4973.39 WR17-4 136965.641 194812.515 4973.37 WR17-5 136952.582 194812.368 4974.14 WR17-6 136952.481 194821.367 4974.00 WR17-7 136956.498 194819.912 4973.68 WR17-8 136956.565 194813.913 4973.80 WEST RAMP 17 DATA 98 C1-312 C1-312 99 C1-312 C1-312 100 C1-312 C1-312 101 C1-312 C1-312 102 C1-312 C1-312 103 General Note: Smooth Dowel Retrofitting was used as needed to mitigate pavement cracking. Note applies to sheets 103 through 107. 12/3/15 AS-Built Revisions JKL 12/3/15 C1-312 C1-312 104 C1-312 C1-312 105 C1-312 C1-312 106 C1-312 C1-312 107 C1-312 C1-312 108 C1-312 C1-312 109 C1-312 C1-312 110 C1-312 C1-312 111 C1-312 C1-312 112 C1-312 C1-312 113 C1-312 C1-312 114 C1-312 C1-312 115 C1-312 C1-312 116 C1-312 C1-312 117 C1-312 C1-312 118 C1-312 C1-312 119 C1-312 C1-312 120 12/3/15 As-Built Revisions JKL 12/3/15 Added CMU units around the steel frame to facilitate the placement of stone veneer. C1-312 C1-312 121 12/3/15 As-Built Revisions JKL 12/3/15 Added CMU units around the steel frame to facilitate the placement of stone veneer. C1-312 C1-312 No Revisions: Revised: Void: Sheet Subset: Designer: Engineer: SubsetNumber Sheets: Sheet Date:Comments Init. Sheet Revisions As Constructed Project No./Code Drawing File Name: Print Date: Horizontal Scale Half: F:\32-1415.00 North College\MainDwgs\Sheets\09001-00-STT-01-07.dwg July 15, 2011 281 North College Avenue Fort Collins, CO 80521 Phone: (970) 221-6605 Fax: (970) 221-6378 Structure Numbers Engineers/Scientists/Surveyors P.O. Box 270460 Fort Collins, CO 80527 (970) 223-5556 3665 JFK Parkway, Building 2, Suite 200 Full: NORTH COLLEGE AVENUE IMPROVEMENTS STORM SEWER TABULATION OF QUANITIES STT-01 of 7 J. MICHAELSEN J. MICHAELSEN STM DETAILS 122 C1-312 C1-312 No Revisions: Revised: Void: Sheet Subset: Designer: Engineer: SubsetNumber Sheets: Sheet Date:Comments Init. Sheet Revisions As Constructed Project No./Code Drawing File Name: Print Date: Horizontal Scale Half: F:\32-1415.00 North College\MainDwgs\Sheets\09001-00-STT-01-07.dwg July 15, 2011 281 North College Avenue Fort Collins, CO 80521 Phone: (970) 221-6605 Fax: (970) 221-6378 Structure Numbers Engineers/Scientists/Surveyors P.O. Box 270460 Fort Collins, CO 80527 (970) 223-5556 3665 JFK Parkway, Building 2, Suite 200 Full: NORTH COLLEGE AVENUE IMPROVEMENTS STORM SEWER TABULATION OF QUANITIES STT-02 of 7 J. MICHAELSEN J. MICHAELSEN STM DETAILS 123 12/2/15 As-Built Revisions JKL 12/2/15 Constructed as Type R L10 (10 Foot) inlet C1-312 C1-312 No Revisions: Revised: Void: Sheet Subset: Designer: Engineer: SubsetNumber Sheets: Sheet Date:Comments Init. Sheet Revisions As Constructed Project No./Code Drawing File Name: Print Date: Horizontal Scale Half: F:\32-1415.00 North College\MainDwgs\Sheets\09001-00-STT-01-07.dwg July 15, 2011 281 North College Avenue Fort Collins, CO 80521 Phone: (970) 221-6605 Fax: (970) 221-6378 Structure Numbers Engineers/Scientists/Surveyors P.O. Box 270460 Fort Collins, CO 80527 (970) 223-5556 3665 JFK Parkway, Building 2, Suite 200 Full: NORTH COLLEGE AVENUE IMPROVEMENTS STORM SEWER TABULATION OF QUANITIES STT-03 of 7 J. MICHAELSEN J. MICHAELSEN STM DETAILS 124 12/2/15 As-Built Revisions JKL 12/2/15 Constructed as Type R L10 (10 Foot) inlet Constructed as Type R L10 (10 Foot) inlet Constructed as Type R L10 (10 Foot) inlet C1-312 C1-312 No Revisions: Revised: Void: Sheet Subset: Designer: Engineer: SubsetNumber Sheets: Sheet Date:Comments Init. Sheet Revisions As Constructed Project No./Code Drawing File Name: Print Date: Horizontal Scale Half: F:\32-1415.00 North College\MainDwgs\Sheets\09001-00-STT-01-07.dwg July 15, 2011 281 North College Avenue Fort Collins, CO 80521 Phone: (970) 221-6605 Fax: (970) 221-6378 Structure Numbers Engineers/Scientists/Surveyors P.O. Box 270460 Fort Collins, CO 80527 (970) 223-5556 3665 JFK Parkway, Building 2, Suite 200 Full: NORTH COLLEGE AVENUE IMPROVEMENTS STORM SEWER TABULATION OF QUANITIES STT-04 of 7 J. MICHAELSEN J. MICHAELSEN STM DETAILS 125 C1-312 C1-312 No Revisions: Revised: Void: Sheet Subset: Designer: Engineer: SubsetNumber Sheets: Sheet Date:Comments Init. Sheet Revisions As Constructed Project No./Code Drawing File Name: Print Date: Horizontal Scale Half: F:\32-1415.00 North College\MainDwgs\Sheets\09001-00-STT-01-07.dwg July 15, 2011 281 North College Avenue Fort Collins, CO 80521 Phone: (970) 221-6605 Fax: (970) 221-6378 Structure Numbers Engineers/Scientists/Surveyors P.O. Box 270460 Fort Collins, CO 80527 (970) 223-5556 3665 JFK Parkway, Building 2, Suite 200 Full: NORTH COLLEGE AVENUE IMPROVEMENTS STORM SEWER TABULATION OF QUANITIES STT-05 of 7 J. MICHAELSEN J. MICHAELSEN STM DETAILS 126 C1-312 C1-312 No Revisions: Revised: Void: Sheet Subset: Designer: Engineer: SubsetNumber Sheets: Sheet Date:Comments Init. Sheet Revisions As Constructed Project No./Code Drawing File Name: Print Date: Horizontal Scale Half: F:\32-1415.00 North College\MainDwgs\Sheets\09001-00-STT-01-07.dwg July 15, 2011 281 North College Avenue Fort Collins, CO 80521 Phone: (970) 221-6605 Fax: (970) 221-6378 Structure Numbers Engineers/Scientists/Surveyors P.O. Box 270460 Fort Collins, CO 80527 (970) 223-5556 3665 JFK Parkway, Building 2, Suite 200 Full: NORTH COLLEGE AVENUE IMPROVEMENTS STORM SEWER TABULATION OF QUANITIES STT-06 of 7 J. MICHAELSEN J. MICHAELSEN STM DETAILS 127 C1-312 C1-312 No Revisions: Revised: Void: Sheet Subset: Designer: Engineer: SubsetNumber Sheets: Sheet Date:Comments Init. Sheet Revisions As Constructed Project No./Code Drawing File Name: Print Date: Horizontal Scale Half: F:\32-1415.00 North College\MainDwgs\Sheets\09001-00-STT-01-07.dwg July 20, 2011 281 North College Avenue Fort Collins, CO 80521 Phone: (970) 221-6605 Fax: (970) 221-6378 Structure Numbers Engineers/Scientists/Surveyors P.O. Box 270460 Fort Collins, CO 80527 (970) 223-5556 3665 JFK Parkway, Building 2, Suite 200 Full: NORTH COLLEGE AVENUE IMPROVEMENTS STORM SEWER TABULATION OF QUANITIES STT-07 of 7 J. MICHAELSEN J. MICHAELSEN STM DETAILS 128 C1-312 C1-312 No Revisions: Revised: Void: Sheet Subset: Designer: Engineer: SubsetNumber Sheets: Sheet Date:Comments Init. Sheet Revisions As Constructed Project No./Code Drawing File Name: Print Date: Horizontal Scale Half: F:\32-1415.00 North College\MainDwgs\Sheets\09001-01-ST-01.dwg July 15, 2011 281 North College Avenue Fort Collins, CO 80521 Phone: (970) 221-6605 Fax: (970) 221-6378 Structure Numbers Engineers/Scientists/Surveyors P.O. Box 270460 Fort Collins, CO 80527 (970) 223-5556 3665 JFK Parkway, Building 2, Suite 200 Full: NORTH COLLEGE AVENUE IMPROVEMENTS OVERALL STORM PLAN ST-01 of 16 J. MICHAELSEN J. MICHAELSEN STORM 1" = 60' 1" = 120' W W W 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 W G G G G G G G G G G G G G G G G 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 W W W W W W W W W W W E E E E E No Revisions: Revised: Void: Sheet Subset: Designer: Engineer: SubsetNumber Sheets: Sheet Date:Comments Init. Sheet Revisions As Constructed Project No./Code Drawing File Name: Print Date: Horizontal Scale Half: F:\32-1415.00 North College\MainDwgs\Sheets\09001-02-ST-02.dwg July 15, 2011 281 North College Avenue Fort Collins, CO 80521 Phone: (970) 221-6605 Fax: (970) 221-6378 Structure Numbers Engineers/Scientists/Surveyors P.O. Box 270460 Fort Collins, CO 80527 (970) 223-5556 3665 JFK Parkway, Building 2, Suite 200 Full: NORTH COLLEGE AVENUE IMPROVEMENTS PLAN & PROFILE SHEET INDEX ST-02 of 16 NOTES AND ABBREVIATIONS J. MICHAELSEN J. MICHAELSEN STORM 1" = 120' 1" = 240' NOTES ABBREVIATIONS 130 C1-312 C1-312 No Revisions: Revised: Void: Sheet Subset: Designer: Engineer: SubsetNumber Sheets: Sheet Date:Comments Init. Sheet Revisions As Constructed Project No./Code Drawing File Name: Print Date: Horizontal Scale Half: F:\32-1415.00 North College\MainDwgs\Sheets\09001-03-ST-03-09.dwg July 15, 2011 281 North College Avenue Fort Collins, CO 80521 Phone: (970) 221-6605 Fax: (970) 221-6378 Structure Numbers Engineers/Scientists/Surveyors P.O. Box 270460 Fort Collins, CO 80527 (970) 223-5556 3665 JFK Parkway, Building 2, Suite 200 Full: 1" = 20' 1" = 40' NORTH COLLEGE AVENUE IMPROVEMENTS STORM SEWER B & C ST-03 of 16 PLAN & PROFILE J. MICHAELSEN J. MICHAELSEN STORM VICINITY MAP LEGEND NOTES W G FO E T TV COLLEGE AVENUE W W W W W E E E E E E E W PL PL PL PL PL WATER QUALITY POND COLLEGE AVENUE 17+00 18+00 UD UD UD UD UD UD UD UD T T T T T T T T T T T T T E E E E E No Revisions: Revised: Void: Sheet Subset: Designer: Engineer: SubsetNumber Sheets: Sheet Date:Comments Init. Sheet Revisions As Constructed Project No./Code Drawing File Name: Print Date: Horizontal Scale Half: F:\32-1415.00 North College\MainDwgs\Sheets\09001-03-ST-03-09.dwg July 15, 2011 281 North College Avenue Fort Collins, CO 80521 Phone: (970) 221-6605 Fax: (970) 221-6378 Structure Numbers Engineers/Scientists/Surveyors P.O. Box 270460 Fort Collins, CO 80527 (970) 223-5556 3665 JFK Parkway, Building 2, Suite 200 Full: 1" = 20' 1" = 40' NORTH COLLEGE AVENUE IMPROVEMENTS STORM SEWER A PLAN & PROFILE ST-04 of 16 STA 510+00 TO STA 513+50 J. MICHAELSEN J. MICHAELSEN STORM VICINITY MAP LEGEND NOTES W G FO E T TV 19+00 20+00 21+00 22+00 UD UD UD UD E E E E E E G G G T T T T T T T T T T T T T T T T T T T T T T T T E E E E E E E E E E No Revisions: Revised: Void: Sheet Subset: Designer: Engineer: SubsetNumber Sheets: Sheet Date:Comments Init. Sheet Revisions As Constructed Project No./Code Drawing File Name: Print Date: Horizontal Scale Half: F:\32-1415.00 North College\MainDwgs\Sheets\09001-03-ST-03-09.dwg July 15, 2011 281 North College Avenue Fort Collins, CO 80521 Phone: (970) 221-6605 Fax: (970) 221-6378 Structure Numbers Engineers/Scientists/Surveyors P.O. Box 270460 Fort Collins, CO 80527 (970) 223-5556 3665 JFK Parkway, Building 2, Suite 200 Full: VICINITY MAP LEGEND NOTES W G FO E T TV 1" = 20' 1" = 40' NORTH COLLEGE AVENUE IMPROVEMENTS STORM SEWER A PLAN & PROFILE ST-05 of 16 STA 513+50 TO STA 517+50 J. MICHAELSEN J. MICHAELSEN STORM 23+00 24+00 25+00 26+00 G G G W G G E E E E E E E E E E E E E E 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 No Revisions: Revised: Void: Sheet Subset: Designer: Engineer: SubsetNumber Sheets: Sheet Date:Comments Init. Sheet Revisions As Constructed Project No./Code Drawing File Name: Print Date: Horizontal Scale Half: F:\32-1415.00 North College\MainDwgs\Sheets\09001-03-ST-03-09.dwg July 15, 2011 281 North College Avenue Fort Collins, CO 80521 Phone: (970) 221-6605 Fax: (970) 221-6378 Structure Numbers Engineers/Scientists/Surveyors P.O. Box 270460 Fort Collins, CO 80527 (970) 223-5556 3665 JFK Parkway, Building 2, Suite 200 Full: 1" = 20' 1" = 40' NORTH COLLEGE AVENUE IMPROVEMENTS STORM SEWER A PLAN & PROFILE ST-06 of 16 STA 517+50 TO STA 521+50 J. MICHAELSEN J. MICHAELSEN STORM VICINITY MAP LEGEND W G FO E T TV NOTES 27+00 28+00 29+00 30+00 G G G 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 E E E FO FO FO FO FO FO FO FO FO FO FO G G G G G G E E E E E E E E E E No Revisions: Revised: Void: Sheet Subset: Designer: Engineer: SubsetNumber Sheets: Sheet Date:Comments Init. Sheet Revisions As Constructed Project No./Code Drawing File Name: Print Date: Horizontal Scale Half: F:\32-1415.00 North College\MainDwgs\Sheets\09001-03-ST-03-09.dwg July 15, 2011 281 North College Avenue Fort Collins, CO 80521 Phone: (970) 221-6605 Fax: (970) 221-6378 Structure Numbers Engineers/Scientists/Surveyors P.O. Box 270460 Fort Collins, CO 80527 (970) 223-5556 3665 JFK Parkway, Building 2, Suite 200 Full: 1" = 20' 1" = 40' NORTH COLLEGE AVENUE IMPROVEMENTS STORM SEWER A PLAN & PROFILE ST-07 of 16 STA 521+50 TO STA 525+50 J. MICHAELSEN J. MICHAELSEN STORM VICINITY MAP LEGEND W G FO E T TV NOTES 31+00 32+00 33+00 34+00 G G G 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 W W W No Revisions: Revised: Void: Sheet Subset: Designer: Engineer: SubsetNumber Sheets: Sheet Date:Comments Init. Sheet Revisions As Constructed Project No./Code Drawing File Name: Print Date: Horizontal Scale Half: F:\32-1415.00 North College\MainDwgs\Sheets\09001-03-ST-03-09.dwg July 15, 2011 281 North College Avenue Fort Collins, CO 80521 Phone: (970) 221-6605 Fax: (970) 221-6378 Structure Numbers Engineers/Scientists/Surveyors P.O. Box 270460 Fort Collins, CO 80527 (970) 223-5556 3665 JFK Parkway, Building 2, Suite 200 Full: 1" = 20' 1" = 40' NORTH COLLEGE AVENUE IMPROVEMENTS STORM SEWER A PLAN & PROFILE ST-08 of 16 STA 525+50 TO STA 529+50 J. MICHAELSEN J. MICHAELSEN STORM VICINITY MAP LEGEND W G FO E T TV NOTES 35+00 36+00 37+00 38+00 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 G G G G G G G G G G G G G G G G G No Revisions: Revised: Void: Sheet Subset: Designer: Engineer: SubsetNumber Sheets: Sheet Date:Comments Init. Sheet Revisions As Constructed Project No./Code Drawing File Name: Print Date: Horizontal Scale Half: F:\32-1415.00 North College\MainDwgs\Sheets\09001-03-ST-03-09.dwg July 20, 2011 281 North College Avenue Fort Collins, CO 80521 Phone: (970) 221-6605 Fax: (970) 221-6378 Structure Numbers Engineers/Scientists/Surveyors P.O. Box 270460 Fort Collins, CO 80527 (970) 223-5556 3665 JFK Parkway, Building 2, Suite 200 Full: 1" = 20' 1" = 40' NORTH COLLEGE AVENUE IMPROVEMENTS STORM SEWER A PLAN & PROFILE ST-09 of 16 STA 529+50 TO END J. MICHAELSEN J. MICHAELSEN STORM VICINITY MAP LEGEND W G FO E T TV NOTES 39+00 40+00 41+00 42+00 43+00 W W W W W W W W W W W W W W W W W W W 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 T T T T T T W W W E E G G G G No Revisions: Revised: Void: Sheet Subset: Designer: Engineer: SubsetNumber Sheets: Sheet Date:Comments Init. Sheet Revisions As Constructed Project No./Code Drawing File Name: Print Date: Horizontal Scale Half: F:\32-1415.00 North College\MainDwgs\Sheets\09001-10-ST-10.dwg July 15, 2011 281 North College Avenue Fort Collins, CO 80521 Phone: (970) 221-6605 Fax: (970) 221-6378 Structure Numbers Engineers/Scientists/Surveyors P.O. Box 270460 Fort Collins, CO 80527 (970) 223-5556 3665 JFK Parkway, Building 2, Suite 200 Full: NORTH COLLEGE AVENUE IMPROVEMENTS STORM SEWER D & E ST-10 of 16 PLAN & PROFILE J. MICHAELSEN J. MICHAELSEN STORM 1" = 20' 1" = 40' VICINITY MAP LEGEND NOTES W G FO E T TV 138 C1-312 C1-312 No Revisions: Revised: Void: Sheet Subset: Designer: Engineer: SubsetNumber Sheets: Sheet Date:Comments Init. Sheet Revisions As Constructed Project No./Code Drawing File Name: Print Date: Horizontal Scale Half: F:\32-1415.00 North College\MainDwgs\Sheets\09001-11-ST-11-13.dwg July 15, 2011 281 North College Avenue Fort Collins, CO 80521 Phone: (970) 221-6605 Fax: (970) 221-6378 Structure Numbers Engineers/Scientists/Surveyors P.O. Box 270460 Fort Collins, CO 80527 (970) 223-5556 3665 JFK Parkway, Building 2, Suite 200 Full: NORTH COLLEGE AVENUE IMPROVEMENTS STORM SEWER G PLAN & PROFILE ST-11 of 16 STA 510+00 TO STA 514+00 J. MICHAELSEN J. MICHAELSEN STORM 1" = 20' 1" = 40' VICINITY MAP LEGEND NOTES W G FO E T TV 139 C1-312 C1-312 No Revisions: Revised: Void: Sheet Subset: Designer: Engineer: SubsetNumber Sheets: Sheet Date:Comments Init. Sheet Revisions As Constructed Project No./Code Drawing File Name: Print Date: Horizontal Scale Half: F:\32-1415.00 North College\MainDwgs\Sheets\09001-11-ST-11-13.dwg July 15, 2011 281 North College Avenue Fort Collins, CO 80521 Phone: (970) 221-6605 Fax: (970) 221-6378 Structure Numbers Engineers/Scientists/Surveyors P.O. Box 270460 Fort Collins, CO 80527 (970) 223-5556 3665 JFK Parkway, Building 2, Suite 200 Full: NORTH COLLEGE AVENUE IMPROVEMENTS STORM SEWER G PLAN & PROFILE ST-12 of 16 STA 514+00 TO STA 518+00 J. MICHAELSEN J. MICHAELSEN STORM 1" = 20' 1" = 40' VICINITY MAP LEGEND NOTES W G FO E T TV 140 C1-312 C1-312 No Revisions: Revised: Void: Sheet Subset: Designer: Engineer: SubsetNumber Sheets: Sheet Date:Comments Init. Sheet Revisions As Constructed Project No./Code Drawing File Name: Print Date: Horizontal Scale Half: F:\32-1415.00 North College\MainDwgs\Sheets\09001-11-ST-11-13.dwg July 15, 2011 281 North College Avenue Fort Collins, CO 80521 Phone: (970) 221-6605 Fax: (970) 221-6378 Structure Numbers Engineers/Scientists/Surveyors P.O. Box 270460 Fort Collins, CO 80527 (970) 223-5556 3665 JFK Parkway, Building 2, Suite 200 Full: NORTH COLLEGE AVENUE IMPROVEMENTS STORM SEWER G PLAN & PROFILE ST-13 of 16 STA 518+00 TO END J. MICHAELSEN J. MICHAELSEN STORM 1" = 20' 1" = 40' VICINITY MAP LEGEND NOTES W G FO E T TV 141 C1-312 C1-312 No Revisions: Revised: Void: Sheet Subset: Designer: Engineer: SubsetNumber Sheets: Sheet Date:Comments Init. Sheet Revisions As Constructed Project No./Code Drawing File Name: Print Date: Horizontal Scale Half: F:\32-1415.00 North College\MainDwgs\Sheets\09001-14-ST-14.dwg July 15, 2011 281 North College Avenue Fort Collins, CO 80521 Phone: (970) 221-6605 Fax: (970) 221-6378 Structure Numbers Engineers/Scientists/Surveyors P.O. Box 270460 Fort Collins, CO 80527 (970) 223-5556 3665 JFK Parkway, Building 2, Suite 200 Full: NORTH COLLEGE AVENUE IMPROVEMENTS STORM SEWER G1, G2, G3 & G4 ST-14 of 16 PLAN & PROFILE J. MICHAELSEN J. MICHAELSEN STORM 1" = 20' 1" = 40' VICINITY MAP LEGEND NOTES W G FO E T TV 142 C1-312 C1-312 No Revisions: Revised: Void: Sheet Subset: Designer: Engineer: SubsetNumber Sheets: Sheet Date:Comments Init. Sheet Revisions As Constructed Project No./Code Drawing File Name: Print Date: Horizontal Scale Half: F:\32-1415.00 North College\MainDwgs\Sheets\09001-15-ST-15.dwg July 20, 2011 281 North College Avenue Fort Collins, CO 80521 Phone: (970) 221-6605 Fax: (970) 221-6378 Structure Numbers Engineers/Scientists/Surveyors P.O. Box 270460 Fort Collins, CO 80527 (970) 223-5556 3665 JFK Parkway, Building 2, Suite 200 Full: NORTH COLLEGE AVENUE IMPROVEMENTS STORM SEWER F, H & J ST-15 of 16 PLAN & PROFILE J. MICHAELSEN J. MICHAELSEN STORM 1" = 20' 1" = 40' VICINITY MAP LEGEND NOTES W G FO E T TV 143 C1-312 C1-312 No Revisions: Revised: Void: Sheet Subset: Designer: Engineer: SubsetNumber Sheets: Sheet Date:Comments Init. Sheet Revisions As Constructed Project No./Code Drawing File Name: Print Date: Horizontal Scale Half: F:\32-1415.00 North College\MainDwgs\Sheets\09001-16-ST-16.dwg July 15, 2011 281 North College Avenue Fort Collins, CO 80521 Phone: (970) 221-6605 Fax: (970) 221-6378 Structure Numbers Engineers/Scientists/Surveyors P.O. Box 270460 Fort Collins, CO 80527 (970) 223-5556 3665 JFK Parkway, Building 2, Suite 200 Full: NORTH COLLEGE AVENUE IMPROVEMENTS STORM SEWER K PLAN & PROFILE ST-16 of 16 STA 510+00 TO STA 511+26 J. MICHAELSEN J. MICHAELSEN STORM 1" = 20' 1" = 40' VICINITY MAP LEGEND NOTES W G FO E T TV 144 12/3/15 As-Built Revisions JKL 12/3/15 Scour Stop Transition Mat Added. Trash Rack Added. Rip Rap 18" Added C1-312 C1-312 No Revisions: Revised: Void: Sheet Subset: Designer: Engineer: SubsetNumber Sheets: Sheet Date:Comments Init. Sheet Revisions As Constructed Project No./Code Drawing File Name: Print Date: Horizontal Scale Half: F:\32-1415.00 North College\MainDwgs\Sheets\09001-26-WQ-01.dwg July 15, 2011 281 North College Avenue Fort Collins, CO 80521 Phone: (970) 221-6605 Fax: (970) 221-6378 Structure Numbers Engineers/Scientists/Surveyors P.O. Box 270460 Fort Collins, CO 80527 (970) 223-5556 3665 JFK Parkway, Building 2, Suite 200 Full: LINE TABLE LINE LENGTH BEARING BEGIN NORTHING BEGIN EASTING END NORTHING END EASTING BEGIN ELEV END ELEV 1" = 20' 1" = 40' L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 3.7 12.9 9.6 11.2 65.5 73.0 100.9 No Revisions: Revised: Void: Sheet Subset: Designer: Engineer: SubsetNumber Sheets: Sheet Date:Comments Init. Sheet Revisions As Constructed Project No./Code Drawing File Name: Print Date: Horizontal Scale Half: F:\32-1415.00 North College\MainDwgs\Sheets\09001-27-WQ-02-04.dwg July 15, 2011 281 North College Avenue Fort Collins, CO 80521 Phone: (970) 221-6605 Fax: (970) 221-6378 Structure Numbers Engineers/Scientists/Surveyors P.O. Box 270460 Fort Collins, CO 80527 (970) 223-5556 3665 JFK Parkway, Building 2, Suite 200 Full: 1" = 20' 1" = 40' NORTH COLLEGE AVENUE IMPROVEMENTS POND GRADING AND WQ-02 of 6 CROSS SECTION MAP J. MICHAELSEN J. MICHAELSEN WTR QUALITY A A A A A A A A A A PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL 146 C1-312 C1-312 No Revisions: Revised: Void: Sheet Subset: Designer: Engineer: SubsetNumber Sheets: Sheet Date:Comments Init. Sheet Revisions As Constructed Project No./Code Drawing File Name: Print Date: Horizontal Scale Half: F:\32-1415.00 North College\MainDwgs\Sheets\09001-27-WQ-02-04.dwg July 15, 2011 281 North College Avenue Fort Collins, CO 80521 Phone: (970) 221-6605 Fax: (970) 221-6378 Structure Numbers Engineers/Scientists/Surveyors P.O. Box 270460 Fort Collins, CO 80527 (970) 223-5556 3665 JFK Parkway, Building 2, Suite 200 Full: 1" = 20' 1" = 40' NORTH COLLEGE AVENUE IMPROVEMENTS POND GRADING AND WQ-03 of 6 CROSS SECTION MAP J. MICHAELSEN J. MICHAELSEN WTR QUALITY PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL 147 C1-312 C1-312 No Revisions: Revised: Void: Sheet Subset: Designer: Engineer: SubsetNumber Sheets: Sheet Date:Comments Init. Sheet Revisions As Constructed Project No./Code Drawing File Name: Print Date: Horizontal Scale Half: F:\32-1415.00 North College\MainDwgs\Sheets\09001-27-WQ-02-04.dwg July 15, 2011 281 North College Avenue Fort Collins, CO 80521 Phone: (970) 221-6605 Fax: (970) 221-6378 Structure Numbers Engineers/Scientists/Surveyors P.O. Box 270460 Fort Collins, CO 80527 (970) 223-5556 3665 JFK Parkway, Building 2, Suite 200 Full: 1" = 20' 1" = 40' NORTH COLLEGE AVENUE IMPROVEMENTS WATER QUALITY POND WQ-04 of 6 TYPICAL CROSS SECTION J. MICHAELSEN J. MICHAELSEN WTR QUALITY 148 C1-312 C1-312 No Revisions: Revised: Void: Sheet Subset: Designer: Engineer: SubsetNumber Sheets: Sheet Date:Comments Init. Sheet Revisions As Constructed Project No./Code Drawing File Name: Print Date: Horizontal Scale Half: F:\32-1415.00 North College\MainDwgs\Sheets\09001-30-WQ-05.dwg July 18, 2011 281 North College Avenue Fort Collins, CO 80521 Phone: (970) 221-6605 Fax: (970) 221-6378 Structure Numbers Engineers/Scientists/Surveyors P.O. Box 270460 Fort Collins, CO 80527 (970) 223-5556 3665 JFK Parkway, Building 2, Suite 200 Full: NORTH COLLEGE AVENUE IMPROVEMENTS FLOODPLAIN/FLOODWAY WQ-05 of 6 J. MICHAELSEN J. MICHAELSEN STORM 1" = 100' 1" = 200' L9 28.9 N79°53'58"W 134478 194911 134483 194883 L10 48.9 N83°22'51"W 134483 194883 134489 194834 L11 84.6 N78°44'22"W 134489 194834 134505 194751 L12 46.7 N77°48'48"W 134505 194751 134515 194706 L8 L7 L6 L5 L4 L3 L2 L1 L9 L10 L12 L11 149 C1-312 C1-312 No Revisions: Revised: Void: Sheet Subset: Designer: Engineer: SubsetNumber Sheets: Sheet Date:Comments Init. Sheet Revisions As Constructed Project No./Code Drawing File Name: Print Date: Horizontal Scale Half: F:\32-1415.00 North College\MainDwgs\Sheets\09001-31-WQ-06.dwg July 15, 2011 281 North College Avenue Fort Collins, CO 80521 Phone: (970) 221-6605 Fax: (970) 221-6378 Structure Numbers Engineers/Scientists/Surveyors P.O. Box 270460 Fort Collins, CO 80527 (970) 223-5556 3665 JFK Parkway, Building 2, Suite 200 Full: NORTH COLLEGE AVENUE IMPROVEMENTS FLOODWAY AND FLOODPLAIN NOTES WQ-06 of 6 J. MICHAELSEN J. MICHAELSEN STORM 1" = 100' 1" = 200' 150 C1-312 C1-312 No Revisions: Revised: Void: Sheet Subset: Designer: Engineer: SubsetNumber Sheets: Sheet Date:Comments Init. Sheet Revisions As Constructed Project No./Code Drawing File Name: Print Date: Horizontal Scale Half: F:\32-1415.00 North College\MainDwgs\Sheets\09001-42-DT-01.dwg July 15, 2011 281 North College Avenue Fort Collins, CO 80521 Phone: (970) 221-6605 Fax: (970) 221-6378 Structure Numbers Engineers/Scientists/Surveyors P.O. Box 270460 Fort Collins, CO 80527 (970) 223-5556 3665 JFK Parkway, Building 2, Suite 200 Full: NORTH COLLEGE AVENUE IMPROVEMENTS WATER QUALITY STRUCTURE DT-01 of 7 DETAILS J. MICHAELSEN J. MICHAELSEN STM DETAILS SECTION A-A SECTION B-B WELL SCREEN FLOW CONTROL PLATE GENERAL NOTES SECTION D-D A A ABBREVIATIONS LEGEND C C A A B B PLAN D D 48" RCP SECTION C-C 48" RCP 151 C1-312 C1-312 No Revisions: Revised: Void: Sheet Subset: Designer: Engineer: SubsetNumber Sheets: Sheet Date:Comments Init. Sheet Revisions As Constructed Project No./Code Drawing File Name: Print Date: Horizontal Scale Half: F:\32-1415.00 North College\MainDwgs\Sheets\09001-43-DT-02.dwg July 15, 2011 281 North College Avenue Fort Collins, CO 80521 Phone: (970) 221-6605 Fax: (970) 221-6378 Structure Numbers Engineers/Scientists/Surveyors P.O. Box 270460 Fort Collins, CO 80527 (970) 223-5556 3665 JFK Parkway, Building 2, Suite 200 Full: NORTH COLLEGE AVENUE IMPROVEMENTS INLET DETAILS AND DT-02 of 7 FES WITH TRASH RACK DETAILS J. MICHAELSEN J. MICHAELSEN STM DETAILS FLARED END SECTION WITH TRASH RACK TYPE 13 COMBINATION INLET MODIFIED COMBINATION TYPE 13 INLET A1 152 C1-312 C1-312 No Revisions: Revised: Void: Sheet Subset: Designer: Engineer: SubsetNumber Sheets: Sheet Date:Comments Init. Sheet Revisions As Constructed Project No./Code Drawing File Name: Print Date: Horizontal Scale Half: F:\32-1415.00 North College\MainDwgs\Sheets\09001-44-DT-03.dwg July 15, 2011 281 North College Avenue Fort Collins, CO 80521 Phone: (970) 221-6605 Fax: (970) 221-6378 Structure Numbers Engineers/Scientists/Surveyors P.O. Box 270460 Fort Collins, CO 80527 (970) 223-5556 3665 JFK Parkway, Building 2, Suite 200 Full: NORTH COLLEGE AVENUE IMPROVEMENTS MISCELLANEOUS DT-03 of 7 STORM DETAILS J. MICHAELSEN J. MICHAELSEN STM DETAILS INLET CONNECTION DETAIL 153 C1-312 C1-312 No Revisions: Revised: Void: Sheet Subset: Designer: Engineer: SubsetNumber Sheets: Sheet Date:Comments Init. Sheet Revisions As Constructed Project No./Code Drawing File Name: Print Date: Horizontal Scale Half: F:\32-1415.00 North College\MainDwgs\Sheets\09001-45-DT-04.dwg July 15, 2011 281 North College Avenue Fort Collins, CO 80521 Phone: (970) 221-6605 Fax: (970) 221-6378 Structure Numbers Engineers/Scientists/Surveyors P.O. Box 270460 Fort Collins, CO 80527 (970) 223-5556 3665 JFK Parkway, Building 2, Suite 200 Full: NORTH COLLEGE AVENUE IMPROVEMENTS HEADWALL AND WINGWALLS DT-04 of 7 FOR STORM K J. MICHAELSEN J. MICHAELSEN STM DETAILS BOX CULVERT HEADER DETAIL TYP. SECTION THRU WINGWALL HEADWALL K2 PLAN VIEW HEADWALL K1 PLAN VIEW A B C D GROUND ELEVATIONS A B C D INV SITE PLAN L1 L2 E T T T T T T T T T E E E E E E E E G G G T T T T T T T T T T T T T T T T T T T T T T T No Revisions: Revised: Void: Sheet Subset: Designer: Engineer: SubsetNumber Sheets: Sheet Date:Comments Init. Sheet Revisions As Constructed Project No./Code Drawing File Name: Print Date: Horizontal Scale Half: F:\32-1415.00 North College\MainDwgs\Sheets\09001-46-DT-05.dwg July 15, 2011 281 North College Avenue Fort Collins, CO 80521 Phone: (970) 221-6605 Fax: (970) 221-6378 Structure Numbers Engineers/Scientists/Surveyors P.O. Box 270460 Fort Collins, CO 80527 (970) 223-5556 3665 JFK Parkway, Building 2, Suite 200 Full: NORTH COLLEGE AVENUE IMPROVEMENTS TRASH RACK DETAILS DT-05 of 7 FOR STORM K J. MICHAELSEN J. MICHAELSEN STM DETAILS 155 C1-312 C1-312 No Revisions: Revised: Void: Sheet Subset: Designer: Engineer: SubsetNumber Sheets: Sheet Date:Comments Init. Sheet Revisions As Constructed Project No./Code Drawing File Name: Print Date: Horizontal Scale Half: F:\32-1415.00 North College\MainDwgs\Sheets\09001-47-DT-06-07.dwg July 15, 2011 281 North College Avenue Fort Collins, CO 80521 Phone: (970) 221-6605 Fax: (970) 221-6378 Structure Numbers Engineers/Scientists/Surveyors P.O. Box 270460 Fort Collins, CO 80527 (970) 223-5556 3665 JFK Parkway, Building 2, Suite 200 Full: NORTH COLLEGE AVENUE IMPROVEMENTS WATER LOWERING DETAILS DT-06 of 7 J. MICHAELSEN J. MICHAELSEN WTR DETAILS 1/2" = 1'-0" 1/4" = 1'-0" ROADWAY ȭ STA 26+13.47, 34.57' LT 6" WATER LINE LOWERING ROADWAY ȭ STA 33+92.48, 35.78' LT 12" WATER LINE LOWERING 156 C1-312 C1-312 No Revisions: Revised: Void: Sheet Subset: Designer: Engineer: SubsetNumber Sheets: Sheet Date:Comments Init. Sheet Revisions As Constructed Project No./Code Drawing File Name: Print Date: Horizontal Scale Half: F:\32-1415.00 North College\MainDwgs\Sheets\09001-47-DT-06-07.dwg July 15, 2011 281 North College Avenue Fort Collins, CO 80521 Phone: (970) 221-6605 Fax: (970) 221-6378 Structure Numbers Engineers/Scientists/Surveyors P.O. Box 270460 Fort Collins, CO 80527 (970) 223-5556 3665 JFK Parkway, Building 2, Suite 200 Full: NORTH COLLEGE AVENUE IMPROVEMENTS WATER LOWERING DETAILS DT-07 of 7 J. MICHAELSEN J. MICHAELSEN WTR DETAILS 1/2" = 1'-0" 1/4" = 1'-0" ROADWAY ȭ STA 19+70.69, 29.99' RT 12" WATER LINE LOWERING ROADWAY ȭ STA 14+27.56, 102.32' LT 14" ELCO WATER LINE LOWERING 157 C1-312 C1-312 No Revisions: Revised: Void: Sheet Subset: Designer: Engineer: SubsetNumber Sheets: Sheet Date:Comments Init. Sheet Revisions As Constructed Project No./Code Drawing File Name: Print Date: Horizontal Scale Half: F:\32-1415.00 North College\MainDwgs\Sheets\09001-39-SW-01-04.dwg July 15, 2011 281 North College Avenue Fort Collins, CO 80521 Phone: (970) 221-6605 Fax: (970) 221-6378 Structure Numbers Engineers/Scientists/Surveyors P.O. Box 270460 Fort Collins, CO 80527 (970) 223-5556 3665 JFK Parkway, Building 2, Suite 200 Full: NORTH COLLEGE AVENUE IMPROVEMENTS SWMP SW-01 of 4 J. MICHAELSEN J. MICHAELSEN SWMP ” a. b. c. 158 C1-312 C1-312 No Revisions: Revised: Void: Sheet Subset: Designer: Engineer: SubsetNumber Sheets: Sheet Date:Comments Init. Sheet Revisions As Constructed Project No./Code Drawing File Name: Print Date: Horizontal Scale Half: F:\32-1415.00 North College\MainDwgs\Sheets\09001-39-SW-01-04.dwg July 15, 2011 281 North College Avenue Fort Collins, CO 80521 Phone: (970) 221-6605 Fax: (970) 221-6378 Structure Numbers Engineers/Scientists/Surveyors P.O. Box 270460 Fort Collins, CO 80527 (970) 223-5556 3665 JFK Parkway, Building 2, Suite 200 Full: NORTH COLLEGE AVENUE IMPROVEMENTS SWMP SW-02 of 4 J. MICHAELSEN J. MICHAELSEN SWMP x x x x x 159 C1-312 C1-312 No Revisions: Revised: Void: Sheet Subset: Designer: Engineer: SubsetNumber Sheets: Sheet Date:Comments Init. Sheet Revisions As Constructed Project No./Code Drawing File Name: Print Date: Horizontal Scale Half: F:\32-1415.00 North College\MainDwgs\Sheets\09001-39-SW-01-04.dwg July 20, 2011 281 North College Avenue Fort Collins, CO 80521 Phone: (970) 221-6605 Fax: (970) 221-6378 Structure Numbers Engineers/Scientists/Surveyors P.O. Box 270460 Fort Collins, CO 80527 (970) 223-5556 3665 JFK Parkway, Building 2, Suite 200 Full: NORTH COLLEGE AVENUE IMPROVEMENTS SWMP SW-03 of 4 J. MICHAELSEN J. MICHAELSEN SWMP 160 C1-312 C1-312 No Revisions: Revised: Void: Sheet Subset: Designer: Engineer: SubsetNumber Sheets: Sheet Date:Comments Init. Sheet Revisions As Constructed Project No./Code Drawing File Name: Print Date: Horizontal Scale Half: F:\32-1415.00 North College\MainDwgs\Sheets\09001-39-SW-01-04.dwg July 15, 2011 281 North College Avenue Fort Collins, CO 80521 Phone: (970) 221-6605 Fax: (970) 221-6378 Structure Numbers Engineers/Scientists/Surveyors P.O. Box 270460 Fort Collins, CO 80527 (970) 223-5556 3665 JFK Parkway, Building 2, Suite 200 Full: NORTH COLLEGE AVENUE IMPROVEMENTS SWMP SW-04 of 4 J. MICHAELSEN J. MICHAELSEN SWMP 161 C1-312 C1-312 No Revisions: Revised: Void: Sheet Subset: Designer: Engineer: SubsetNumber Sheets: Sheet Date:Comments Init. Sheet Revisions As Constructed Project No./Code Drawing File Name: Print Date: Horizontal Scale Half: F:\32-1415.00 North College\MainDwgs\Sheets\09001-32-ECT-01.dwg July 20, 2011 281 North College Avenue Fort Collins, CO 80521 Phone: (970) 221-6605 Fax: (970) 221-6378 Structure Numbers Engineers/Scientists/Surveyors P.O. Box 270460 Fort Collins, CO 80527 (970) 223-5556 3665 JFK Parkway, Building 2, Suite 200 Full: NORTH COLLEGE AVENUE IMPROVEMENTS EROSION CONTROL TAB. OF QUANITIES ECT-01 of 1 J. MICHAELSEN J. MICHAELSEN STM DETAILS SEDIMENT DEPOSITION ZONE STORM WATER LINE SECURE WITH SAND BAGS SPACED 4' APART (TYP.) LIP OF GUTTER INSTALL 8" TO 10" DIA WATTLE SIDEWALK EXISTING OR PROPOSED INLET TOP BACK CURB FLOW LINE SEDIMENT DEPOSITION ZONE STORM WATER LINE SECURE WITH SAND BAGS SPACED 4' APART (TYP.) LIP OF GUTTER INSTALL 8" TO 10" DIA WATTLE SIDEWALK TOP BACK CURB FLOW LINE NOTE: INSTALL GUTTER WATTLE MIDWAY BETWEEN IMPACTED INLETS AND CONSTRUCTION DISTURBANCE. IF THE AREA BEHIND THE INLET IS NOT STABILIZED, A BMP SHOULD BE USED TO PREVENT SEDIMENT FROM No Revisions: Revised: Void: Sheet Subset: Designer: Engineer: SubsetNumber Sheets: Sheet Date:Comments Init. Sheet Revisions As Constructed Project No./Code Drawing File Name: Print Date: Horizontal Scale Half: F:\32-1415.00 North College\MainDwgs\Sheets\09001-33-EC-01-06.dwg July 15, 2011 281 North College Avenue Fort Collins, CO 80521 Phone: (970) 221-6605 Fax: (970) 221-6378 Structure Numbers Engineers/Scientists/Surveyors P.O. Box 270460 Fort Collins, CO 80527 (970) 223-5556 3665 JFK Parkway, Building 2, Suite 200 Full: NORTH COLLEGE AVENUE IMPROVEMENTS EROSION CONTROL PLAN EC-01 of 6 J. MICHAELSEN J. MICHAELSEN EROSION 1" = 20' 1" = 40' SF NOTES LEGEND 20:1 A A A A A A A A A A A A A A A A A A A PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL 17+00 18+00 UD UD UD UD UD UD UD SF SF SF SF SF SF 163 No Revisions: Revised: Void: Sheet Subset: Designer: Engineer: SubsetNumber Sheets: Sheet Date:Comments Init. Sheet Revisions As Constructed Project No./Code Drawing File Name: Print Date: Horizontal Scale Half: F:\32-1415.00 North College\MainDwgs\Sheets\09001-33-EC-01-06.dwg July 15, 2011 281 North College Avenue Fort Collins, CO 80521 Phone: (970) 221-6605 Fax: (970) 221-6378 Structure Numbers Engineers/Scientists/Surveyors P.O. Box 270460 Fort Collins, CO 80527 (970) 223-5556 3665 JFK Parkway, Building 2, Suite 200 Full: NORTH COLLEGE AVENUE IMPROVEMENTS EROSION CONTROL PLAN EC-02 of 6 J. MICHAELSEN J. MICHAELSEN EROSION 1" = 20' 1" = 40' NOTES LEGEND SF 20:1 PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL 19+00 20+00 21+00 22+00 23+00 24+00 UD UD UD UD UD UD SF SF SF SF SF 164 C1-312 No Revisions: Revised: Void: Sheet Subset: Designer: Engineer: SubsetNumber Sheets: Sheet Date:Comments Init. Sheet Revisions As Constructed Project No./Code Drawing File Name: Print Date: Horizontal Scale Half: F:\32-1415.00 North College\MainDwgs\Sheets\09001-33-EC-01-06.dwg July 15, 2011 281 North College Avenue Fort Collins, CO 80521 Phone: (970) 221-6605 Fax: (970) 221-6378 Structure Numbers Engineers/Scientists/Surveyors P.O. Box 270460 Fort Collins, CO 80527 (970) 223-5556 3665 JFK Parkway, Building 2, Suite 200 Full: NORTH COLLEGE AVENUE IMPROVEMENTS EROSION CONTROL PLAN EC-03 of 6 J. MICHAELSEN J. MICHAELSEN EROSION 1" = 20' 1" = 40' SF NOTES LEGEND 20:1 PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL 24+00 25+00 26+00 27+00 28+00 29+00 S F 165 C1-312 C1-312 No Revisions: Revised: Void: Sheet Subset: Designer: Engineer: SubsetNumber Sheets: Sheet Date:Comments Init. Sheet Revisions As Constructed Project No./Code Drawing File Name: Print Date: Horizontal Scale Half: F:\32-1415.00 North College\MainDwgs\Sheets\09001-33-EC-01-06.dwg July 15, 2011 281 North College Avenue Fort Collins, CO 80521 Phone: (970) 221-6605 Fax: (970) 221-6378 Structure Numbers Engineers/Scientists/Surveyors P.O. Box 270460 Fort Collins, CO 80527 (970) 223-5556 3665 JFK Parkway, Building 2, Suite 200 Full: NORTH COLLEGE AVENUE IMPROVEMENTS EROSION CONTROL PLAN EC-04 of 6 J. MICHAELSEN J. MICHAELSEN EROSION 1" = 20' 1" = 40' SF NOTES LEGEND 20:1 PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL 30+00 31+00 32+00 33+00 34+00 35+00 SF SF SF SF 166 C1-312 C1-312 No Revisions: Revised: Void: Sheet Subset: Designer: Engineer: SubsetNumber Sheets: Sheet Date:Comments Init. Sheet Revisions As Constructed Project No./Code Drawing File Name: Print Date: Horizontal Scale Half: F:\32-1415.00 North College\MainDwgs\Sheets\09001-33-EC-01-06.dwg July 15, 2011 281 North College Avenue Fort Collins, CO 80521 Phone: (970) 221-6605 Fax: (970) 221-6378 Structure Numbers Engineers/Scientists/Surveyors P.O. Box 270460 Fort Collins, CO 80527 (970) 223-5556 3665 JFK Parkway, Building 2, Suite 200 Full: NORTH COLLEGE AVENUE IMPROVEMENTS EROSION CONTROL PLAN EC-05 of 6 J. MICHAELSEN J. MICHAELSEN EROSION 1" = 20' 1" = 40' SF NOTES LEGEND 20:1 P L PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL 35+00 36+00 37+00 38+00 40+00 41+00 39+00 20:1 167 C1-312 C1-312 No Revisions: Revised: Void: Sheet Subset: Designer: Engineer: SubsetNumber Sheets: Sheet Date:Comments Init. Sheet Revisions As Constructed Project No./Code Drawing File Name: Print Date: Horizontal Scale Half: F:\32-1415.00 North College\MainDwgs\Sheets\09001-33-EC-01-06.dwg July 15, 2011 281 North College Avenue Fort Collins, CO 80521 Phone: (970) 221-6605 Fax: (970) 221-6378 Structure Numbers Engineers/Scientists/Surveyors P.O. Box 270460 Fort Collins, CO 80527 (970) 223-5556 3665 JFK Parkway, Building 2, Suite 200 Full: NORTH COLLEGE AVENUE IMPROVEMENTS EROSION CONTROL PLAN EC-06 of 6 J. MICHAELSEN J. MICHAELSEN EROSION 1" = 20' 1" = 40' SF NOTES LEGEND 20:1 PL PL PL PL PL PL PL PL PL PL 41+00 42+00 43+00 44+00 45+00 46+00 20:1 20:1 20:1 20:1 168 C1-312 C1-312 PLAN CONST. PLAN CONST. PLAN CONST. PLAN CONST. PLAN CONST. PLAN CONST. PLAN CONST. PLAN CONST. BEGIN CONSTRUCTION TO WOODLAWN DRIVE STA. 13+75 TO STA. 21+50 LT 8 8 605 1,815 BEGIN CONSTRUCTION TO MISTER MONEY ACCESS STA. 13+75 TO STA. 22+00 RT 3 3 235 705 WOODLAWN DRIVE TO ALPINE STREET STA. 21+50 TO STA. 26+25 LT 4 4 550 1,650 65 1 MISTER MONEY ACCESS TO BINGO PLANET ACCESS STA. 22+00 TO STA. 26+75 RT 5 5 510 1,530 ALPINE STREET TO PINON STREET STA. 26+25 TO STA. 30+00 LT 1 2 2 715 2,175 330 1 BINGO PLANET ACCESS TO PINON STREET STA. 26+75 TO STA. 30+00 RT 1 3 3 350 1,050 150 55 PINON STREET TO HEMLOCK STREET STA. 30+00 TO STA. 33+75 LT 1 3 3 690 2,070 50 1 PINON STREET TO COLORADO MOTOR CAR ACCESS STA. 30+00 TO STA. 33+75 RT 2 2 395 1,185 95 1 HEMLOCK STREET TO ONE STOP ACCESS STA. 33+75 TO STA. 38+75 LT 6 6 550 1,650 COLORADO MOTOR CAR ACCESS TO CONIFER STREET STA. 33+75 TO STA. 41+12 RT 6 6 605 1,815 ONE STOP ACCESS TO HICKORY STREET STA. 38+75 TO STA. 42+80 LT 2 2 305 915 CONIFER STREET TO END CONSTRUCTION STA. 41+12 TO STA. 46+75 RT HICKORY STREET TO END CONSTRUCTION STA. 42+80 TO STA. 46+75 LT 3 44 44 5,510 16,560 690 55 4 * WIRING (PEDESTRIAN LIGHTING) AND WIRING (A.P.P. LIGHTING) LIN. FT. QUANTITES ARE FOR INFORMATION ONLY. THESE ITEMS SHALL BE PAID FOR AS WIRING (PEDESTRIAN LIGHTING) 1 LUMP SUM. ART IN PUBLIC PLACES (APP) LIGHT J-BOX EACH WIRING (PEDESTRIAN LIGHTING) * LIN. FT. 1 INCH ELEC. CONDUIT (IRRIGATION) TOTALS EACH EACH EACH LIN. FT. 2 INCH ELEC. CONDUIT (PEDESTRIAN) LIN. FT. WIRING (A.P.P. LIGHTING) * LIN. FT. TABULATION OF PEDESTRIAN LIGHTING (BY ELECTRICAL CONTRACTOR) LOCATION SIDE LIGHTING CONTROL CENTER PEDESTRIAN LIGHT STANDARD PEDESTRIAN LIGHT FOUNDATION 170 9/30/11 C1-312 C1-312 171 9/30/11 C1-312 C1-312 172 9/30/11 C1-312 C1-312 173 12/3/15 As-Built Revisions JKL 12/3/15 9/30/11 2" conduit bored, not trenched C1-312 C1-312 174 12/3/15 As-Built Revisions JKL 12/3/15 9/30/11 2" conduit bored, not trenched C1-312 C1-312 175 9/30/11 C1-312 C1-312 176 9/30/11 C1-312 C1-312 Point-to-Point * Feeder Summary From - To Phase Length Isc Avail # Runs C V(L-L) Isc LPE1 1 12 29600 1 3806 240 16651 LPW1 1 395 29600 1 3806 240 1113 LPW2 1 340 29600 1 3806 240 1285 Short Circuit Summary Key Qty Specification Description Finish Mount Manufacturer Catalog Number Volt A 1 70W HPS CITY STANDARD DECORATIVE PEDESTRIAN DARK POST TOP LUMINAIRE: GE A-C-A-A-07-S-0-A-1-S-1-F-6-DB 240 POLE, POST TOP MOUNT, SPIKE FINIAL, BAND BRONZE ON 10' POLE AND MEDALLIONS, 3" I.D. SLIP FITTER POST TOP MOUNT, CUT-OFF ASYMMETRIC OPTICS POLE: AM20-10FS51 (TYPE 3), MULTI-TAP BALLAST, SHAKESPEARE POLE- 10' FLUTED TAPERED FIBERGLASS COMPOSITE REINFORCED COMPOSITE, ANCHOR BASE, STRUCTURES 20" DIA BASE Not all parts and pieces may be identified in the catalog number. It shall be the Contractor's and Supplier/Manufacturer's responsibility to ensure all necessary parts, pieces, and hardware are provided with the luminaire for a complete installation. North College Phase 2 Luminaire Schedule Lamp(s) Specification Name: LPW2 Mnt Method: Surface (NEMA 3R) Volt: 240/120 Bus Rating: 100 Ph: 1 Main Breaker 60 Wire: 3 AIC Rating: 22,000 Code Description Load Bkr P Ph Ph P Bkr Load Description Code VA A B VA 1 1 APP Pedestrian Light 300 20 1 * 2 20 1000 Pedestrian Lights-North 1 2 3 Spare 20 1 * / 4 5 Spare 20 1 * 2 20 400 Pedestrian Lights-South 16 7 Space - * / 8 9 Space - * - Space 10 11 Space - * - Space 12 Code Description Load VA Dem Load Summary 1 Lighting 1700 125% Per Phase 2 Rec up to 10,000 100% Ph A 1000 VA Rec over 10,000 50% Ph B 700 VA 3 Motor 100% Largest Motor 125% 4 Heater 100% Connected 1700 VA 5 Kitchen 100% Code Demand 2125 VA 6 Miscellaneous 100% 7 Sub Panel 100% Code Demand 8.85 Amps Name: LPW1 Mnt Method: Surface (NEMA 3R) Volt: 240/120 Bus Rating: 100 Ph: 1 Main Breaker 60 Wire: 3 AIC Rating: 22,000 Code Description Load Bkr P Ph Ph P Bkr Load Description Code VA A B VA 1 1 APP Pedestrian Light 300 20 1 * 2 20 1200 Pedestrian Lights-South 12 3Spare 20 1*/ 4 5 Spare 20 1 * 2 20 200 Pedestrian Lights-North 1 6 7Space - */ 8 9 Space - * - Space 10 11 Space - * - Space 12 Code Description Load VA Dem Load Summary 1 Lighting 1700 125% Per Phase 2 Rec up to 10,000 100% Ph A 1000 VA Rec over 10,000 50% Ph B 700 VA 3 Motor 100% Largest Motor 125% 4 Heater 100% Connected 1700 VA C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 C1-312 219 C1-312 C1-312 PLAN CONST. PLAN CONST. PLAN CONST. PLAN CONST. PLAN CONST. PLAN CONST. PLAN CONST. PLAN CONST. PLAN CONST. PLAN CONST. PLAN CONST. PLAN CONST. BEGIN CONSTRUCTION TO WOODLAWN DRIVE STA. 13+75 TO STA. 21+50 LT 0 190 75 0 0 330 70 380 0 2 0 3 BEGIN CONSTRUCTION TO MISTER MONEY ACCESS STA. 13+75 TO STA. 22+00 RT 0 110 110 0 80 365 15 220 0 2 0 2 WOODLAWN DRIVE TO ALPINE STREET STA. 21+50 TO STA. 26+25 LT 0 455 265 0 0 600 0 430 0 2 0 2 MISTER MONEY ACCESS TO BINGO PLANET ACCESS STA. 22+00 TO STA. 26+75 RT 0 130 135 0 0 680 0 510 0 2 0 5 ALPINE STREET TO PINON STREET STA. 26+25 TO STA. 30+00 LT 0 255 180 0 0 460 0 375 0 2 0 3 BINGO PLANET ACCESS TO PINON STREET STA. 26+75 TO STA. 30+00 RT 1 220 160 10 0 375 10 350 1 2 1 2 PINON STREET TO HEMLOCK STREET STA. 30+00 TO STA. 33+75 LT 0 200 165 0 0 400 10 380 0 2 0 2 PINON STREET TO COLORADO MOTOR CAR ACCESS STA. 30+00 TO STA. 33+75 RT 0 140 105 0 0 595 10 380 0 2 0 3 HEMLOCK STREET TO ONE STOP ACCESS STA. 33+75 TO STA. 38+75 LT 0 185 160 0 0 725 10 505 0 2 0 3 COLORADO MOTOR CAR ACCESS TO CONIFER STREET STA. 33+75 TO STA. 41+12 RT 0 300 210 0 0 940 10 670 0 2 0 3 ONE STOP ACCESS TO HICKORY STREET STA. 38+75 TO STA. 42+80 LT 0 125 110 0 0 565 0 370 0 2 0 3 CONIFER STREET TO END CONSTRUCTION STA. 41+12 TO STA. 46+75 RT 0 0 0 0 0 0 0 0 0 0 0 0 HICKORY STREET TO END CONSTRUCTION STA. 42+80 TO STA. 46+75 LT 0 0 0 0 0 0 0 0 0 0 0 0 1 2,310 1,675 10 80 6,035 135 4,570 1 22 1 31 623-03108 1'' AUTOMATIC CONTROL VALVE ASSEMBLY EACHEACH LINEAR FEET LINEAR FEET EACH EACH EACH TABULATION OF IRRIGATION LOCATION SIDE 623-07008 1'' WATER METER ASSEMBLY 619-50160 2'' PLASTIC SLEEVE 619-50320 4'' PLASTIC SLEEVE 619-40080 1'' COPPER PIPE 623-01708 1'' BACKFLOW PREVENTER ASSEMBLY 623-02004 3/4'' DRAIN VALVE ASSEMBLY 623-02008 1'' DRAIN VALVE ASSEMBLY 619-50120 1 1/2'' PLASTIC PIPE LINEAR FEET LINEAR FEET LINEAR FEET PLAN CONST. PLAN CONST. PLAN CONST. PLAN CONST. PLAN CONST. PLAN CONST. PLAN CONST. PLAN CONST. PLAN CONST. PLAN CONST. PLAN CONST. PLAN CONST. BEGIN CONSTRUCTION TO WOODLAWN DRIVE STA. 13+75 TO STA. 21+50 LT 2610 0 2 3 0 0 3 11 2,725 30 2,320 0 BEGIN CONSTRUCTION TO MISTER MONEY ACCESS STA. 13+75 TO STA. 22+00 RT 46050230033720555700 WOODLAWN DRIVE TO ALPINE STREET STA. 21+50 TO STA. 26+25 LT 4980022000005408 MISTER MONEY ACCESS TO BINGO PLANET ACCESS STA. 22+00 TO STA. 26+75 RT 15750036000006800 ALPINE STREET TO PINON STREET STA. 26+25 TO STA. 30+00 LT 294503500113651450 BINGO PLANET ACCESS TO PINON STREET STA. 26+75 TO STA. 30+00 RT 103551502511115746350 PINON STREET TO HEMLOCK STREET STA. 30+00 TO STA. 33+75 LT 1920024002212446750 PINON STREET TO COLORADO MOTOR CAR ACCESS STA. 30+00 TO STA. 33+75 RT 8885035000006300 HEMLOCK STREET TO ONE STOP ACCESS STA. 33+75 TO STA. 38+75 LT 418002600116588400 COLORADO MOTOR CAR ACCESS TO CONIFER STREET STA. 33+75 TO STA. 41+12 RT 13685038001135117400 ONE STOP ACCESS TO HICKORY STREET STA. 38+75 TO STA. 42+80 LT 347502500013275450 CONIFER STREET TO END CONSTRUCTION STA. 41+12 TO STA. 46+75 RT 000000000000 HICKORY STREET TO END CONSTRUCTION STA. 42+80 TO STA. 46+75 LT 000000000000 TOTALS 73,390 150 26 52 1 1 12 21 3,794 693 3,170 8 623-07601 1'' FLOW SENSOR ASSEMBLY EACH EACH LINEAR FEET EACH 623-00162 DRIP LATERAL LINE 623-00156 BUBBLER CANISTER LINEAR FEET LINEAR FEET EACH EACH EACH EACH EACH EACH 623-03005 1'' DRIP ZONE VALVE ASSEMBLY 623-00186 3/4'' FLUSH UNIT ASSEMBLY 623-00164 DRIP EMITTER 623-00206 6'' POPUP SPRAY SPRINKLER ASSEMBLY TABULATION OF IRRIGATION LOCATION SIDE 623-04000 CONTROL WIRE 24 VOLT 623-04002 POWER SOURCE WIRE 222 C1-312 C1-312 Date: 85.63 From: of: Hydraulic Grade: Equipment or Material Quantity (one if not specified) Nomina l Size Equipment or Pipe Material Velocity through pipes (ft/sec) Flow Rate (gpm) Loss/Gain (psi) Corp Stop: 1 " Typical Corp. Stop 25 1.40 Svc Line (tap to meter): 25 LF 1 " K Copper 19.24 /100 FT 10.30 25 4.81 Curb Stop: 1 " Typical Curb Stop 25 0.70 Water Meter: 1 " Typical Meter 25 4.00 Svc Line (meter to backflow): 10 LF 1 " K Copper 19.24 /100 FT 10.30 25 1.92 Backflow: 1 " Febco 825YA 25 12.50 Stop & Waste: 1 " Typical Stop & Waste Valve 25 0.70 Master Valve: 1 " Rainbird EFB 25 5.00 Gate Valve: 10 1 1/2" Typical Bronze Gate Valve 25 0.40 Pressure Required at Head: Pop-ups 30.00 Lateral Allowance: 3.00 Control Valve allowance: 1 " Rainbird PEB 25 5.80 Mainline allowances: 5 LF 1 1/2" CL 200 PVC 1.18 /100 FT 3.45 25 0.06 1180 LF Looped 1 1/2" CL 200 PVC 0.40 /100 FT 1.93 25 4.72 200 LF 1 1/2" CL 200 PVC 1.18 /100 FT 3.45 25 2.36 Mainline Fitting allowance: 10% of Mainline allowances 0.48 Elevation: Tap Elev. 4967 Control Valve Elev. 4974 3.03 Factor of Safety: 5% System Losses 4.04 Total System requirements (PSI) 84.93 Available pressure (PSI) 85.63 Difference (PSI) 0.70 Project Name: 4565-North College Project Location: Ft. Collins Irrigation System Hydraulic Worksheet Prepared by HydroSystems-KDI, Inc. 12-Jul-10 Static Water Pressure: Roger Buffington Utilities @ NW end of ML Friction Loss Through Pipe per Chart (psi) ControllerA 1 (1") Target Watering Window = three nights per week - seven hours per night (21 hours/week) Estimated weekly application = 1.60'' (Spray Irrigated Bluegrass Sod) Estimated weekly application = 0.80'' (Spray Irrigated Native Seed) 224 C1-312 C1-312 225 C1-312 C1-312 226 C1-312 C1-312 227 12/3/15 As-Built Revisions JKL 12/3/15 Master valve added C1-312 C1-312 228 C1-312 C1-312 229 C1-312 C1-312 230 C1-312 C1-312 231 C1-312 C1-312 232 C1-312 C1-312 233 C1-312 C1-312 234 C1-312 C1-312 235 C1-312 C1-312 236 C1-312 C1-312 237 C1-312 C1-312 238 C1-312 C1-312 REMOVE GROUND SIGN REMOVE SIGN PANEL RESET SIGN PANEL RESET GROUND SIGN MUTCD ID SIZE SIGN PANEL CLASS I SIGN POST (2"X2" TUBE)(ANCHOR BASE) NOTES Begin Station End Station EA EA EA EA SF SF LF Begin Project 21+00 1 TWO-WAY LEFT ON LIGHT STANDARD 1 BIKE SYMBOL / SHARE THE ROAD R3-17 30"x24" 5 9.5 BIKE LANE SYMBOL 3 KEEP RIGHT / OBJECT MARKER SIGNS IN MEDIAN 1 BIKE LANE ENDS 21+00 27+00 D3-1 48"x12" 4 WOODLAWN ST D3-1 48"x12" 4 N COLLEGE AV 2 10.5 LEGACY PARK / PARK HRS. RESET TO NEW POST w/STREET SIGNS 1 SH 14 TO I-25 SIGN R3-17 30"x24" 5 9.5 BIKE LANE SYMBOL D3-1 42"x12" 3.5 ALPINE ST D3-1 48"x12" 4 N COLLEGE AV 1 12 STOP SIGN. RESET TO NEW POST w/STREET SIGNS R3-17 30"x24" 5 9.5 BIKE LANE SYMBOL 1 SPEED LIMIT 40 ON LIGHT STANDARD 27+00 33+00 1 TWO-WAY LEFT ON LIGHT STANDARD R3-17 30"x24" 5 9.5 DO NOT ENTER R5-1 30"x30" 5 9.5 BIKE LANE SYMBOL D3-1 36"x12" 3 PINON ST D3-1 48"x12" 4 N COLLEGE AV 1 12 STOP SIGN. RESET TO NEW POST w/STREET SIGNS 2 MCMURRY NATURAL AREA / DIRECTIONAL ARROW ON LIGHT STANDARD R3-17 30"x24" 5 9.5 BIKE LANE SYMBOL TYPE 3 BARRICADE (M - C) (2 EA) 33+00 39+00 R3-17 30"x24" 5 9.5 BIKE LANE SYMBOL D3-1 42"x12" 3.5 HEMLOCK ST D3-1 48"x12" 4 N COLLEGE AV 1 12 STOP SIGN. RESET TO NEW POST w/STREET SIGNS 1 NO PARKING ON LIGHT STANDARD 2 MCCMURRY NATURAL AREA / DIRECTIONAL ARROW ON LIGHT STANDARD 2 BIKE SYMBOL / SHARE THE ROAD ON LIGHT STANDARD R3-17 30"x24" 5 9.5 BIKE LANE SYMBOL 1 NO PARKING ON LIGHT STANDARD R3-17 30"x24" 5 9.5 BIKE LANE SYMBOL 1 TWO-WAY LEFT ON LIGHT STANDARD 39+00 45+00 1 TWO WAY ARROW WARNING SIGN R3-17 30"x24" 5 9.5 BIKE LANE SYMBOL 1 YIELD 1 NO PARKING ANYTIME R4-7 24"x30" 5 10 KEEP RIGHT SYMBOL OM1-2 18"x18" 2.25 9 PIN OBJECT MARKER R4-7 24"x30" 5 10 KEEP RIGHT SYMBOL OM1-2 18"x18" 2.25 9 PIN OBJECT MARKER 1 BIKE SYMBOL / SHARE THE ROAD 1 RIGHT LANE MUST TURN RIGHT Item No Item Unit Qty 202 REMOVAL OF TRAFFIC SIGNAL EQUIPMENT L S 1 503 DRILLED CAISSON (18 INCH) LF 8 503 DRILLED CAISSON (36 INCH) LF 99 503 DRILLED CAISSON (42 INCH) LF 17 613 2 INCH ELECTRICAL CONDUIT LF 1370 613 3 INCH ELECTRICAL CONDUIT LF 2280 613 LUMINAIRE HIGH PRESSURE SODIUM (250 WATT) EACH 8 613 WIRING L S 1 614 PEDESTRIAN SIGNAL FACE (16) (COUNTDOWN) EACH 10 614 TRAFFIC SIGNAL FACE (12-12-12) EACH 19 614 TRAFFIC SIGNAL FACE (12-12-12-12) EACH 2 614 TRAFFIC SIGNAL FACE (12-12-12-12-12) EACH 2 614 PEDESTRIAN PUSH BUTTON EACH 10 614 INTERSECTION DETECTION SYSTEM (CAMERA) EACH 6 614 TRAFFIC SIGNAL-LIGHT POLE STEEL EACH 2 614 TRAFFIC SIGNAL-LIGHT POLE STEEL (1-15 FOOT MAST ARM) EACH 1 614 TRAFFIC SIGNAL-LIGHT POLE STEEL (1-35 FOOT MAST ARM) EACH 4 614 TRAFFIC SIGNAL-LIGHT POLE STEEL (1-45 FOOT MAST ARM) EACH 1 614 TRAFFIC SIGNAL PEDESTAL POLE STEEL EACH 2 614 FIRE PREEMPTION UNIT EACH 2 614 TRAFFIC SIGNAL CONTROLLER (TYPE 2070-L) EACH 1 614 CLASS I SIGN PANEL SF 15.75 614 CLASS II SIGN PANEL SF 10 TABULATION OF SIGNALS Stop Line Crosswalk Center Lines Two-Way Left Turn Lane Line Parking Line 8" White 1.5'x10' 8" White 6" White 8" White 4" White 4" White 4" Yellow 4" Dbl Yellow 4" Solid / 4" Skip Yellow 4" Skip White 4" White Begin Station End Station EA EA LF EA LF LF LF LF LF LF LF LF LF LF Begin Project 21+00 4 4 126 0 655 1310 0 0 225 930 60 340 1260 0 21+00 27+00 5 0 0 0 85 1120 0 0 0 0 40 1200 1200 214 27+00 33+00 3 1 0 0 370 1110 0 0 0 0 40 1200 1200 140 33+00 39+00 4 1 0 0 40 930 190 190 0 0 35 1200 1200 420 39+00 45+00 2 13 218 21 625 405 0 0 575 290 350 300 840 360 45+00 End Project 0 0 0 0 0 0 0 0 350 0 0 350 330 0 Total 18 19 344 21 1775 4875 190 190 1150 1220 525 4590 6030 1134 Conversion 21 15.5 1.5 15 0.67 0.50 0.22 0.11 0.33 0.33 0.67 0.42 0.08 0.33 Square Feet 378 295 516 315 1183 2438 42 21 383 407 350 1913 503 378 Channelizing Line Broken Line Edge Line TABULATION OF STRIPING LOCATION Bike Symbol Turn Arrow 240 C1-312 C1-312 241 C1-312 C1-312 242 C1-312 C1-312 243 C1-312 C1-312 244 C1-312 C1-312 245 C1-312 C1-312 246 C1-312 C1-312 247 C1-312 C1-312 248 C1-312 C1-312 249 C1-312 C1-312 250 C1-312 C1-312 251 C1-312 C1-312 252 C1-312 C1-312 253 C1-312 C1-312 254 C1-312 C1-312 255 C1-312 C1-312 256 C1-312 C1-312 257 C1-312 C1-312 258 C1-312 C1-312 259 C1-312 C1-312 260 C1-312 C1-312 261 C1-312 C1-312 262 C1-312 C1-312 263 C1-312 C1-312 264 C1-312 C1-312 265 C1-312 C1-312 266 C1-312 C1-312 267 C1-312 C1-312 268 C1-312 C1-312 269 C1-312 C1-312 270 C1-312 C1-312 271 C1-312 C1-312 272 C1-312 C1-312 273 C1-312 C1-312 274 C1-312 C1-312 275 C1-312 C1-312 276 C1-312 C1-312 277 C1-312 C1-312 278 C1-312 C1-312 279 C1-312 C1-312 280 C1-312 C1-312 281 C1-312 C1-312 282 C1-312 C1-312 283 C1-312 C1-312 284 C1-312 C1-312 285 C1-312 C1-312 286 C1-312 C1-312 287 C1-312 C1-312 288 C1-312 C1-312 289 C1-312 C1-312 290 C1-312 C1-312 291 C1-312 C1-312 292 C1-312 C1-312 293 C1-312 C1-312 294 C1-312 C1-312 295 C1-312 C1-312 296 C1-312 C1-312 297 C1-312 C1-312 298 C1-312 C1-312 299 C1-312 C1-312 300 C1-312 C1-312 301 C1-312 C1-312 302 C1-312 C1-312 1 RIGHT LANE BIKE SYMBOL ONLY R3-17 30"x24" 5 9.5 BIKE LANE SYMBOL 1 NO TRUCKS / PLAQUE R3-17 30"x24" 5 10.5 BIKE LANE SYMBOL R3-17b 30"x12" 2.5 ENDS 45+00 End Project 1 NO PARKING ANYTIME SPECIAL 48"x30" 10 LEFT ONLY / LEFT ONLY / RIGHT ONLY SPECIAL 42"x9" 2.625 CONIFER ST SPECIAL 42"x9" 2.625 N COLLEGE AVE SPECIAL 42"x9" 2.625 HICKORY ST SPECIAL 42"x9" 2.625 N COLLEGE AVE TOTALS 5 6 12 8 127.5 181.5 LOCATION CONIFER SIGNAL HICKORY SIGNAL 239 C1-312 C1-312 Estimated weekly application = 0.96'' (Spray Irrigated Shrubs & Perennials) Estimated weekly application = 0.80'' (Drip Irrigated Shrubs & Perennials) Prepared by HydroSystems-KDI, Inc. Zone No. Design Precip. Rate in/hr Zone Flow GPM Peak Demand In/wk Daily Zone run time Water usage gal/wk Design Operating Pressure Soil Type Slope Microclimate Audited Precipitation Rate in/hr A1 Shrubs Drip 1.00 7 0.80 15.98 335 30.00 Clay A2 Trees Drip 1.00 3 0.80 15.98 144 30.00 Clay A3 Turf Popup Spray 15 ft 1.83 16 1.60 17.45 838 30.00 Clay A4 Turf Popup Spray 15 ft 1.83 21 1.60 17.45 1,100 30.00 Clay A5 Turf Popup Spray 15 ft 1.83 18 1.60 17.45 942 30.00 Clay A6 Shrubs Drip 1.00 4 0.80 15.98 192 30.00 Clay A7 Turf Popup Spray 8 ft 1.83 15 1.60 17.45 785 30.00 Clay A8 Turf Popup Spray 8 ft 1.83 15 1.60 17.45 785 30.00 Clay A9 Shrubs Drip 1.00 1 0.80 15.98 48 30.00 Clay A10 Trees Bubbler 1.00 2 0.96 19.17 115 30.00 Clay A11 Turf Popup Spray 8 ft 1.83 12 1.60 17.45 628 30.00 Clay A12 Turf Popup Spray 8 ft 1.83 15 1.60 17.45 785 30.00 Clay A13 Shrubs Drip 1.00 2 0.80 15.98 96 30.00 Clay A14 Shrubs Drip 1.00 1 0.80 15.98 48 30.00 Clay A15 Turf Popup Spray 8 ft 1.83 14 1.60 17.45 733 30.00 Clay A16 Turf Popup Spray 12 ft 2.01 20 1.60 15.89 953 30.00 Clay A17 Shrubs Drip 1.00 1 0.80 15.98 48 30.00 Clay A18 Shrubs Drip 1.00 1 0.80 15.98 48 30.00 Clay A19 Turf Popup Spray 8 ft 1.83 13 1.60 17.45 681 30.00 Clay A20 Turf Popup Spray 8 ft 1.83 17 1.60 17.45 890 30.00 Clay A21 Turf Popup Spray 8 ft 1.83 15 1.60 17.45 785 30.00 Clay A22 Turf Popup Spray 8 ft 1.83 14 1.60 17.45 733 30.00 Clay A23 Turf Popup Spray 8 ft 1.83 14 1.60 17.45 733 30.00 Clay A24 Turf Popup Spray 8 ft 1.83 9 1.60 17.45 471 30.00 Clay A25 Shrubs Drip 1.00 1 0.80 15.98 48 30.00 Clay A26 Shrubs Drip 1.00 1 0.80 15.98 48 30.00 Clay A27 Turf Popup Spray 8 ft 1.83 15 1.60 17.45 785 30.00 Clay A28 Turf Popup Spray 8 ft 1.83 23 1.60 17.45 1,204 30.00 Clay A29 Turf Popup Spray 8 ft 1.83 24 1.60 17.45 1,257 30.00 Clay A30 Turf Popup Spray 8 ft 1.83 13 1.60 17.45 681 30.00 Clay A31 Turf Popup Spray 15 ft 1.83 22 1.60 17.45 1,152 30.00 Clay A32 Turf Popup Spray 15 ft 1.83 25 1.60 17.45 1,309 30.00 Clay A33 Shrubs Drip 1.00 1 0.80 15.98 48 30.00 Clay A34 Turf Popup Spray 12 ft 2.01 22 1.60 15.89 1,049 30.00 Clay A35 Turf Popup Spray 12 ft 2.01 16 1.60 15.89 763 30.00 Clay A36 Turf Popup Spray SST ft 2.42 15 1.60 13.20 594 30.00 Clay A37 Turf Popup Spray SST ft 2.42 14 1.60 13.20 554 30.00 Clay A38 Turf Popup Spray SST ft 2.42 16 1.60 13.20 634 30.00 Clay A39 Turf Popup Spray SST ft 2.42 16 1.60 13.20 634 30.00 Clay A40 Turf Popup Spray 8 ft 1.83 18 1.60 17.45 942 30.00 Clay A41 Shrubs Drip 1.00 1 0.80 15.98 48 30.00 Clay A42 Shrubs Drip 1.00 1 0.80 15.98 48 30.00 Clay A43 Turf Popup Spray 15 ft 1.83 25 1.60 17.45 1,309 30.00 Clay A44 Shrubs Drip 1.00 10 0.80 15.98 479 30.00 Clay A45 Spare A46 Spare A47 Spare A48 Spare Total projected peak season water use per week (gallons) 26,503 Total peak season hours per week - Controller A* 36.36 *Based upon sequential operation of zones. System has been designed to operate multiple zones simultaniously up to 25GPM. Final three columns to be filled out upon completion of as-builts. Plant Type Zone Description 4565-North College Ft. Collins 03-May-11 Project Location - Point of Connection # 223 C1-312 C1-312 623-04008 1'' QUICK COUPLER VALVE ASSEMBLY 623-05012 1 1/2'' GATE VALVE ASSEMBLY 623-08148 48 STATION CONTROLLER ASSEMBLY 221 C1-312 C1-312 619-40120 1 1/2'' COPPER PIPE LINEAR FEET 619-50080 1'' PLASTIC PIPE 619-50100 1 1/4'' PLASTIC PIPE LINEAR FEET TOTALS 220 C1-312 C1-312 5 Kitchen 100% Code Demand 2125 VA 6 Miscellaneous 100% 7 Sub Panel 100% Code Demand 8.85 Amps Name: LPE1 Mnt Method: Surface (NEMA 3R) Volt: 240/120 Bus Rating: 100 Ph: 1 Main Breaker 60 Wire: 3 AIC Rating: 22,000 Code Description Load Bkr P Ph Ph P Bkr Load Description Code VA A B VA 1 1 APP Pedestrian Light 300 20 1 * 2 20 800 Pedestrian Lights-North 1 2 3 Spare 20 1 * / 4 5 Spare 20 1 * 2 20 1100 Pedestrian Lights-South 16 7 Spare 20 1 * / 8 9 Space - * - Space 10 11 Space - * - Space 12 Code Description Load VA Dem Load Summary 1 Lighting 2200 125% Per Phase 2 Rec up to 10,000 100% Ph A 1250 VA Rec over 10,000 50% Ph B 950 VA 3 Motor 100% Largest Motor 125% 4 Heater 100% Connected 2200 VA 5 Kitchen 100% Code Demand 2750 VA 6 Miscellaneous 100% 7 Sub Panel 100% Code Demand 11.46 Amps 177 9/30/11 C1-312 C1-312 169 9/30/11 C1-312 C1-312 C1-312 C1-312 C1-312 ENTERING THE INLET THE CONTRACTOR SHALL INSPECT WATTLES EVERY TWO WEEKS AND AFTER ANY SIGNIFICANT STORM EVENT AND MAKE REPAIRS OR REMOVE SEDIMENT ACCUMULATED BEHIND WATTLE AS NECESSARY. SEDIMENT ACCUMULATED BEHIND WATTLE SHALL BE REMOVED WHEN THE SEDIMENT HAS ACCUMULATED TO ONE HALF THE DIAMETER OF THE WATTLE. WATTLES SHALL REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND IS ACCEPTED BY THE CITY. WATTLE MAINTENANCE NOTES: 1. 2. 3. ENDS SHALL ABUT TIGHTLY TO BACK OF CURB END SHALL ABUT TIGHTLY TO BACK OF CURB 162 C1-312 C1-312 E E E E E WOODLAWN DR COLLEGE AVE 154 C1-312 C1-312 24.6 18.6 7.7 13.9 17.8 22.8 47.6 S00°00'00"W S37°24'17"E S04°03'32"E S41°01'46"E S10°09'33"E S09°21'23"W S08°14'47"E S06°34'09"W S22°42'02"W S00°37'20"W S19°18'32"E S21°31'47"W S08°45'10"E S54°46'10"W 134101 134082 134058 134043 134488 134407 134320 134207 134169 134663 134647 134599 134574 134701 194736 194741 194754 194757 194747 194759 194747 194761 194755 194740 194742 194746 194738 194806 134097 134071 134048 134034 134424 134335 134220 134182 134152 134655 134633 134582 134552 134673 194736 194749 194755 194764 194759 194747 194761 194759 194748 194740 194746 194739 194742 194767 CURVE TABLE CURVE LENGTH RADIUS DELTA TANGENT CHORD BEARING C1 16.3 25.0 37°24'17" S18°42'08"E C2 14.5 25.0 33°20'45" N20°43'54"W C3 6.5 10.0 36°58'14" S22°32'39"E C4 17.0 50.0 19°30'56" N00°24'05"W C5 15.4 50.0 17°36'10" S00°33'18"W C6 12.9 50.0 14°48'56" N00°50'19"W C7 14.1 50.0 16°07'53" N14°38'06"E C8 8.7 25.0 19°55'52" S09°20'36"E C9 35.6 50.0 40°50'19" N01°06'38"E C10 7.9 15.0 30°16'57" S06°23'19"W 8.5 16.0 7.5 14.3 3.3 6.3 8.6 16.9 7.7 15.3 6.5 12.9 7.1 14.0 4.4 8.7 18.6 34.9 4.1 7.8 NORTH COLLEGE AVENUE IMPROVEMENTS WATER QUALITY POND WQ-01 of 6 J. MICHAELSEN J. MICHAELSEN WTR QUALITY 4955.52 4955.43 4955.36 4955.31 4956.46 4956.19 4955.84 4955.73 4955.64 4957.14 4957.07 4956.91 4956.82 4962.00 4955.53 4955.47 4955.39 4955.34 4956.66 4956.41 4956.14 4955.81 4955.69 4957.16 4957.11 4956.97 4956.89 4964.06 L20 21.4 S67°43'20"E 194726 194726 134124 194745 L21 22.9 S78°33'15"E 194745 194745 134120 194768 L22 44.7 N85°28'36"E 194730 194730 134539 194775 LINE TABLE LINE LENGTH BEARING BEGIN NORTHING BEGIN EASTING END NORTHING END EASTING BEGIN ELEV END ELEV 4962.20 4962.20 4962.20 4962.20 4962.50 4962.50 W W W W W W W W W W W W W W W W W G 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 T T 1 6008 4964 . 36 LOCWLN E E E E E E E E E E E E E E G W PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL COLLEGE AVENUE E E E G G T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T E E E E E E E E E E E E E E E E E E E E E E E G G G G G T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T E E E E E T PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL 145 C1-312 C1-312 FO FO FO FO FO FO 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 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 E E E E E E E E E E E T T T T T T T 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 W W W W T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE T T T T T T T T T T T T T T T T T T T T T T T T T T T T T COLLEGE AVENUE HICKORY ST MATCH LINE STA 529+50 CONIFER ST 137 C1-312 C1-312 G E E E E E E E E E E E 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 W W W W T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE T T T T T T T T T T T T T T T T T T T T T T T PL PL PL PL PL PL PL PL COLLEGE AVENUE MATCH LINE STA 529+50 MATCH LINE STA 525+50 136 C1-312 C1-312 W W W W W W W W W W W W W W W T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T OHE OHE OHE OHE OHE T T T T T T T T T T T T T T T T T T T T T T T T PL PL PL COLLEGE AVENUE HEMLOCK STREET MATCH LINE STA 525+50 MATCH LINE STA 521+50 135 C1-312 C1-312 E E E E E E E E W W W W W W W W W W W W W W W W W W W W W W W W T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE W T T T T T T T T T T T T T T T T T T T T T T T T PL COLLEGE AVENUE PINION STREET MATCH LINE STA 517+50 MATCH LINE STA 521+50 134 C1-312 C1-312 E E E E E E E E E E E E E E E E E E E E E 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 W W W W W W W E E E E E E E 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 T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T OHE OHE OHE OHE T T T T T T T T T T T T T T T T T T T T T T T T PL PL ALPINE ST COLLEGE AVENUE MATCH LINE STA 513+50 133 C1-312 C1-312 E E E E E E E E E E E E E G G G G G T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T E E E E E T T T T T PL PL PL PL COLLEGE AVENUE MATCH LINE STA 513+50 WATER QUALITY POND WOODLAWN DR LAKE CANAL 132 C1-312 C1-312 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 T T T T E WATER QUALITY POND WATER QUALITY POND 131 C1-312 C1-312 E E E E E E E E E E E E E E 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 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 G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G 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 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 E E E E E E E E E E E E E E E E E W W W W W W W WW 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 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 W W W W W W W W W W W W W W W W W W T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T W W W W W W W W W W W W W W 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 E E E E E E E E E E E E E E E E E E E E E E E E G G G G G 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 T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T E E E E E E E E E E E E E E G E E E E E OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE W W G T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T W W W W W W W W W W W W W 17+00 18+00 19+00 20+00 22+00 24+00 25+00 26+00 28+00 21+00 23+00 27+00 29+00 UD UD UD UD UD UD UD UD UD UD 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 W W G G G G G G G G T T 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 W W W W W W W W W W W 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 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 G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G W W W W W W W W W W 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 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 G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G 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 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 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 E E E E E E E E E T T T T T T T 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 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 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 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 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 W W W W W W W W W W W W W W T T T T T T T T T T T T T T T T T T T T W W W W T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T W W W W W W W W W W OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE W 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 T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T 29+00 30+00 31+00 32+00 34+00 35+00 36+00 37+00 38+00 40+00 41+00 42+00 43+00 44+00 46+00 33+00 39+00 45+00 129 C1-312 C1-312 ER13-2 136812.592 194917.097 4973.43 ER13-3 136818.629 194913.883 4973.56 ER13-4 136820.134 194913.383 4973.64 ER13-5 136820.002 194925.180 4974.16 ER13-6 136811.003 194925.079 4973.92 EAST RAMP 13 DATA ID NORTHING EASTING ELEV. WR12-1 135946.373 194818.057 4969.29 WR12-2 135946.106 194816.554 4969.35 WR12-3 135946.029 194810.552 4969.48 WR12-4 135946.029 194809.052 4969.53 WR12-5 135954.078 194809.143 4969.88 WR12-6 135953.977 194818.142 4969.88 WR12-7 135949.994 194816.597 4969.55 WR12-8 135950.061 194810.598 4969.68 WEST RAMP 12 DATA ID NORTHING EASTING ELEV. ER12-1 136802.246 194937.607 4972.90 ER12-2 136802.280 194936.108 4972.94 ER12-3 136803.318 194930.119 4973.10 ER12-4 136803.821 194928.624 4973.14 ER12-5 136811.334 194928.709 4973.67 ER12-6 136811.233 194937.708 4973.55 ER12-7 136807.250 194936.163 4973.19 ER12-8 136807.318 194930.164 4973.30 EAST RAMP 12 DATA 97 C1-312 C1-312 WR7-4 135319.076 194805.040 4965.96 WR7-5 135306.017 194804.893 4966.70 WR7-6 135305.916 194813.893 4966.53 WR7-7 135309.933 194812.437 4966.21 WR7-8 135310.000 194806.438 4966.36 WEST RAMP 7 DATA ID NORTHING EASTING ELEV. WR8-1 135365.811 194814.564 4966.22 WR8-2 135364.222 194813.047 4966.19 WR8-3 135359.945 194806.998 4966.11 WR8-4 135359.247 194805.490 4966.09 WR8-5 135372.306 194805.637 4966.87 WR8-6 135372.205 194814.636 4966.71 WR8-7 135368.222 194813.091 4966.39 WR8-8 135368.289 194807.092 4966.53 WEST RAMP 8 DATA 96 C1-312 C1-312 WR3-8 134839.357 194800.090 4964.51 WEST RAMP 3 DATA ID NORTHING EASTING ELEV. WR4-1 134879.260 194799.104 4964.24 WR4-2 134879.879 194800.611 4964.26 WR4-3 134883.718 194806.655 4964.30 WR4-4 134885.133 194808.171 4964.31 WR4-5 134891.700 194808.245 4964.84 WR4-6 134891.801 194799.245 4965.00 WR4-7 134887.785 194800.700 4964.65 WR4-8 134887.717 194806.700 4964.50 WEST RAMP 4 DATA ID NORTHING EASTING ELEV. WR1-1 134302.2500 194804.2250 4964.81 WR1-2 134303.7500 194804.2360 4964.78 WR1-3 134309.7500 194804.2820 4964.66 WR1-4 134311.2500 194804.2930 4964.62 WR1-5 134311.2500 194796.2930 4964.22 WR1-6 134302.2500 194796.1940 4964.41 WEST RAMP 1 DATA 95 C1-312 C1-312 EW4-2 225+83.62 35.5 RT. 4966.08 EW4-3 225+91.60 33.9 RT. 4966.12 EW4-4 225+99.52 32.2 RT. MATCH EX EW4-5 226+20.19 32.2 RT. MATCH EX EW4-6 226+31.74 34.6 RT. 4966.26 EW4-7 226+34.43 35.7 RT. 4966.27 EW4-8 226+46.26 38.5 RT. 4966.33 POINTS ARE TO BACK OF PATH EAST WALK 4 91 C1-312 C1-312 POINTS ARE TO FLOWLINE TOP OF MEDIAN ELEVATIONS SHALL MATCH TOP OF EXISTING MEDIAN ELEVATIONS. SEE NOTE 1 ON RD-02. 90 C1-312 C1-312 (PG 64-28) TON GEOGRID REINFORCEMENT SQUARE YARD CONCRETE PAVEMENT (8 INCH) (FAST TRACK) SQUARE YARD LOCATION SIDE AGGREGATE BASE COURSE (CLASS 6) HOT MIX ASPHALT (PATCHING) HOT MIX ASPHALT (GRADING SG) (100) (PG 58-28) TON 61 C1-312 C1-312 GUTTER TYPE 2 (SECTION IB) CONCRETE CURB RAMP SQUARE YARD LINEAR FOOT EACH LOCATION TRANSITION TYPE 3H TABULATION OF SIDEWALK AND CURB AND GUTTER ITEMS IMPACT ATTENUATOR EACH 60 C1-312 C1-312 REMOVAL OF ASPHALT MAT REMOVAL OF SIDEWALK SQUARE YARD SQUARE YARD SQUAREFOOT YARD LINEAR TOTALS REMOVAL OF CONCRETE CURB RAMP SQUARE YARD REMOVAL OF ASPHALT MAT (PLANING) SQUARE YARD SQUARE YARD REMOVAL OF CURB AND GUTTER LINEAR FOOT 43 C1-312 C1-312 LOCATION SIDE REMOVAL OF TIMBER PILING REMOVAL OF BOLLARD REMOVAL OF PLANTER BOX REMOVAL OF CONCRETE PAD REMOVAL OF BOULDER EACH REMOVAL OF FLAG POLE EACH REMOVAL OF TIMBER WALL EACH EACHFOOT EACH LINEAR EACH 42 C1-312 C1-312 FO FO FO FO FO 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 G G G G G G G G G G G G G 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 E E E E E E E E E E E E T T T T T T T 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 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 W W W W W W W W W W W W W W T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE T T T T T T T T T T T T T T T T T T T T T T T T T T T 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 P L PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL 41 C1-312 C1-312 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 G G G G G G G G 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 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 E E E E E E 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 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 W W W W W W W W W W W W W W W W W W W W W W 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 T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T W W W W W W W W W W W W OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE 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 T T T T T T T T T T T T T T T T T T T T T T T T T T T T T 31+00 32+00 34+00 35+00 36+00 37+00 38+00 33+00 39+00 PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL 40 C1-312 C1-312 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 G G G G G G G G 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 E E E E E E E E E E E E E E E 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 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 W W W W W W W W W W W W W W W W W W W W T E E E W W W W W W W W W W W W 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 T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE W G T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T W W 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 P L PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL 39 C1-312 C1-312 FO FO FO FO FO 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 G G G G G G 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 E E E E E E E E E E W W W W W W W W W W W W W W T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T W W 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 G G G G G 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 T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T E E E E E E E E E E E E E E G E E E E E W W W W W W W W W W W W W 17+00 18+00 19+00 20+00 21+00 22+00 P L PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL 38 C1-312 C1-312 W W W W W W W W W W W W W W W T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE T T T T T T T T T T T 42+00 43+00 44+00 E E E E E E E E E E E 0 41+00 SC W W W W W W W W W W W W W W W W W 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 FO FO W W W W W W E E E E E E E E E FO FO FO FO FO FO FO 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 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 E E E E E E 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 W W W W W W W W W W W W W W W W W T T T T T T T T T T T T T T T T T T T T T T T T T T T T OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE T T T T T T T T T T T T T T T E E E E E E E E E E E E PL PL PL PL 37 C1-312 C1-312 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 G G G G G G G 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 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 T T T T T T T 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 W W W W W W W W W W W W W W W W W W W W W W W T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T 37+00 38+00 39+00 40+00 41+00 42+00 S C 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 36 C1-312 C1-312 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 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 E E E E E E E E E 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 W W W W W W W W W W W W W 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 T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T W W W W W W W W W W W W W W OHE OHE OHE E OHE OHE OHE OHE 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 T T T T T T T T T 31+00 32+00 33+00 34+00 35+00 36+00 E E E E E E E E E E E E E E E E E E E E 35 C1-312 C1-312 W W W W E E E E E E E E E E E E FO FO FO FO FO FO FO 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 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 E E E W W W W WW 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 W W W W W W W W W W W W W W W E E E W W W W W W W W 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 T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE W G T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T 25+00 26+00 28+00 27+00 29+00 30+00 31+00 34 C1-312 C1-312 FO FO FO FO FO FO FO FO FO O FO FO G G G G G G G G G G 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 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 W W W T T T T T T T T T T T T T T T T T T T W W W W W W 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 E G G G G G 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 T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T E E E E E T T T T T T T T T T T T T T T T T T T W W W W W W W W W W W W W 20+00 21+00 22+00 23+00 24+00 25+00 33 C1-312 C1-312 W W W W W W W W W W W W W W W W W W W W G G W W W W W W W W W W W W W W W W W W W W W W W W 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 G G G G G G G G G G 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 E E W W W W W W W W W W W W W W T T T T T T T T T T T T T T T T T T T T E 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 T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T E E E E E E E E E E E E E E G W 17+00 18+00 19+00 32 C1-312 C1-312 27 13 24 27 17 29 32 26 15 34 20 22 35 22 21 21 20 16 28 31 10 21 17 28 28 28 33 32 33 22 34 27 23 29 32 33 14 30 18 19 16 19 31 30 2 0 1 346 352 345 344 265 349 347 342 351 273 350 343 135 267 268 139 271 272 270 136 274 137 138 140 266 269 SH-14 SH-14 SH-14 Project Number: Project Location: Project Code: Last Mod. Date Sheet No. Land Survey Control Diagram Title Sheet 05-25-11 Subset PROJECT LOCATION MAP PLS No. 24941 N 10.38 E 3.81 EL 0.00 N 10.13 E 3.81 EL 0.00 N 9.88 E 3.81 EL 0.00 WC 1 1 1 BLM MARKER PROPERTY PIN NOAA MARKER BENCH MARK USGS MARKER SET EASMENT MONUMENT TEMPORARY EASMENT POINT 1 1 SECTION CORNER RIGHT OF WAY MARKER WITNESS CORNER RIGHT OF WAY MARKER FEDERAL MONUMENT LOCAL OR PLSS MONUMENT SECONDARY CONTROL MONUMENT PROJECT CONTROL MONUMENT DENSIFICATION CONTROL MONUMENT HIGH ACCURACY REFERENCE NETWORK CONTROL MONUMENT QUARTER, SIXTEENTH, AND SECTION CORNERS QUARTER, SIXTEENTH, AND SECTION CORNERS (1) (8) Total Sheets (2) 4.04-4.08 (5) Title Sheet Plan Sheet I, , a professional land surveyor licensed in the State of Colorado, do hereby state to the Colorado Department of Transportation this Land Survey Control Diagram was prepared and the field survey it represents was performed under my responsible charge and, based upon my knowledge, information and belief is in accordance with applicable standards of practice defined by Colorado Department of Transportation publications. This statement is not a guaranty or warranty, either expressed or implied. SURVEYOR STATEMENT (LAND SURVEY CONTROL DIAGRAM) STATE OF COLORADO Monument Coordinate Tables DEPARTMENT OF TRANSPORTATION Sheet Revisions Date Description Initials mm/dd/yy XXXXXXXX XXX NOTICE: According to Colorado law you must commence any legal action based upon any defect in this survey within three years after you first discover such defect. In no event may any action based upon any defect in this survey be commenced more than ten years from the date of the certification shown hereon. Note: For a complete listing of symbololgy used within this set of plans, please refer to the M-100-1 Standard Symbols of the Colorado Department of Transportation M&S Standards Publication dated July 2006. Existing features are shown as screened weight (gray scale). Proposed or new features are shown as full weight without screening. General Notes: 1. This Land Survey Control Diagram is not a boundary survey of the adjoining property and is prepared for the Colorado Department of Transportation purposes only. No determination has been made to determine if the found monuments as shown are in their proper position or if they are at the corners they are intended to monument. 2. Title policy, title commitment, and title research are not part of this survey, therefore easements, rights, and restrictions of record were not researched and are not shown on this diagram. The verification of the physical evidence with relation to easements, rights of ways, property boundaries, and restrictions, as described in the instruments of record, were not included in this control survey. 3. This plan set is subject to change and may not be the most current set. It is the user’s responsibility to verify with CDOT that this set is the mostcurrent. The information contained on the attached drawing is not valid unless this copy bears an original signature of the Professional Land Surveyor hereon named. 4. Refer to the M-629-1 Survey Monuments of the Standard Plans dated July, 2006 found in The Colorado Department of Transportation, M & S Standards for typical survey monument descriptions. AQC M455-079 16489 4.01 of 4.08 4.01 4.01 4.02-4.03 R D U 24941 S I R F E S O N D L O N A L A M P I O B . L H C O V E R S U Y R S N D A R O L O C E I L O C D E L A E H A C Micheal L. Bouchard Sheet Revisions mm/dd/yy Date XXXXXXXX Description Initials XXX (970) 266-1066 / (970) 266-1075 Fax FORT COLLINS, COLORADO 80525 GROUP 3538 JFK PARKWAY, SUITE 3 Phone:970-350-2153 FAX:970-350-2178 Colorado Department of Transportation Region 4 1420 2nd Street Greeley, CO 80631 PTS 0’ 5,000’ 10,000’ 20,000’ Scale: 1" = 10,000’ Begin ROW Project M.P.: 347.0 End ROW Project M.P.: 347.6 V401 BUD CSU2 FC923 MUSCOTT NORTH COLLEGE CORRIDOR IMPROVEMENTS - PHASE 2 SHEET NO. INDEX OF SHEETS LAND SURVEY CONTROL DIAGRAM US Highway 287 MP 347.0 to 347.7 Sections 1, 2, 11, & 12 Township 7 North, Range 69 West of the 6TH Principal Meridian County of Larimer Basis of Bearings: Bearings used in the calculations of coordinates are based on a grid bearing of N00^36’24"E from CM-MP 347.2 to CM-MP 347.4. Both monuments are CDOT Type I, marked appropriately for their milepost location and control position. The survey data was obtained from a Global Positioning System (GPS) survey based on City of Fort Collins Groundmaster coordinates and subsequent project coordinates. Basis of Elevations: Project elevations are based on Bench Mark V401, PID: LL1016, a standard 9/16" stainless steel rod set in monument box, with a City of Fort Collins NGVD29 elevation of 4974.639 ft. V401 is a 1st order class II benchmark. COORDINATE DATUM: Coordinates are based on the City of Fort Collins Groundmaster System, being a custom transverse mercator projection. Parameters of the projection are as follows: Ellipsoid; WGS84 Original latitude; 40^30’ 06.92556" Original longitude; 105^03’ 29.34852" False northing; 30480.061m False easting; 60960.122m Scale factor; 1.0002353698 with a project height of 1524.00m. No adjustments of transformations were applied to the projection. Meters to U.S. survey feet equation used was 3937/1200. 18 C1-312 C1-312 1 1 1 .995 1 1 1 1 2,208.75 18 138 1 .45 .06 .18 0 0 3,100 2,090 8 5,300 3,846 21 697 1 22 1.50 14 31 79,900 160 26 52 1 1 1 .995 1 1 1 2,208.75 18 138 1 .45 .06 .18 0 0 1 12/5/15 As-Built Revisions JKL 12/5/15 C1-312 C1-312 129 2 2 0 0 2 1 12 1 2 1 7 10 80 6,180 130 4,690 850.94 10 80 6,180 130 4,690 213.66 3,608.31 259.88 1,304 5,345.10 88 294 2 1 4 44 44 55 5,717 3 0 0 2 1 12 1 2 1 7 129 2 2 12/5/15 As-Built Revisions JKL 12/5/15 C1-312 C1-312 1 4 1 1 0 1 11 2 1 1 283 0 49 12 113 302 40.54 335 809 160 558 436 2 2 1 4 1 1 1 2 1 12 0 1 4 1 1 0 1 11 2 1 1 283 0 49 12 113 302 40.54 12/5/15 As-Built Revisions JKL 12/5/15 C1-312 C1-312 18 6 72 7 11,411.88 22,469 37.50 13.18 48.40 78 9 81.61 537.73 5,728 108 637 142 49 862 1 17,087.73 1,366.92 1,122.94 645.99 0 23 12,043.46 240.77 11,411.88 3,542.37 0 1,354 260.10 886.87 649.96 37.50 13.18 48.40 108 637 142 49 862 7 18 6 72 22,469 78 9 81.61 537.73 5,728 12/5/15 As-Built Revisions JKL 12/5/15 C1-312 C1-312 218 21 174 114 79 641 70 296 74 300 12 149 43 341 297 372 2 1.5 150 1,075 8,223 680 0 15 24 24 26 18 50 29 63 30 31 218 21 174 114 79 641 70 296 74 300 12 149 43 341 297 372 2 12/5/15 As-Built Revisions JKL 12/5/15 C1-312 C1-312 1 1 1 28 2 2 8 1 8 14 4 1 1 1 1.45 21,160 22.52 127 66 28 3,250 3,250 30 15 0 100 6 25 20 1 1 1 1 700 150 375 6 1 1.45 21,160 22.52 2 2 8 1 8 14 4 1 2,285.50 14 62 12/5/15 As-Built Revisions JKL 12/5/15 C1-312 C1-312 3,635.74 1,321.23 13,364.16 25,765.22 4 3 3 64 805 2 3 1 7 15,526 2,343.54 58 1 12/4/15 As-Built Revisions JKL 12/4/15 1 1 140.44 921.93 3,526.50 87.37 3,635.74 1,321.23 13,364.16 25,765.22 805 2 10,306 2,343.54 58 1 2 7 0 3 1 7 10 1 7 5 510 5767 4 3 3 5,220 64 46 C1-312 C1-312 162 ECT-01 TABULATION OF EROSION CONTROL 163 to 168 EC-01 to 06 GRADING AND EROSION CONTROL PLAN 169 TE-01 TABULATION OF ELECTRICAL ITEMS 170 to 177 EL-01 to 08 PEDESTRIAN LIGHTING ELECTRICAL PLAN & DETAILS 178 to 181 L1-01 to 04 TABULATION OF URBAN DESIGN ELEMENTS 182 to 189 L3-00 to 07 MATERIALS AND LAYOUT DIMENSIONG SERIES 190 to 201 L7-01 to 12 SITE DETAILS 202 to 209 L8-00 to 07 TREE PLANTING AND SOILS SERIES 210 to 217 L9-00 to 07 SHRUB AND GC PLANTING SERIES 218 L10-01 PLANTING DETAILS 219 to 234 IP-01 to 16 IRRIGATION PLAN AND DETAILS 235 to 238 CP-01 to 04 CONSTRUCTION PHASING PLAN 239 ST-01 TABULATION OF SIGNING 240 TT-01 TABULATION OF PAVEMENT MARKINGS AND SIGNALS 241 to 242 SP-01 to 02 SIGNAL PLAN 243 to 248 SS-01 to 06 SIGNING AND STRIPING PLAN 249 to 302 CS-01 to 54 CROSS SECTIONS INDEX OF SHEETS C1-312 C1-312