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HomeMy WebLinkAboutCORRESPONDENCE - BID - 8197 SMALL LANDSCAPE & IRRIGATION ANNUAL (8)INDEX OF SHEETS 1TITLE SHEET 2 STANDARD PLANS LIST 3 - 9 TYPICAL SECTIONS 10 GENERAL NOTES 11 - 19 SUMMARY OF APPROXIMATE QUANTITIES 20 TABULATION OF EARTHWORK 21 - 22 DRAINAGE STRUCTURE TABULATION 23 TABULATION OF SURFACING 24 TABULATION OF REMOVALS 25 TABULATION OF GUARDRAIL & FENCING 26 - 28 TABULATION OF PAVEMENT MARKINGS 29 - 32 TABULATION OF SIGNING 33 TABULATION OF DELINEATORS 34 TABULATION OF SIGNAL EQUIPMENT 35 - 36 TABULATION OF TRAFFIC ENGINEERING 37 - 38 TABULATION OF WATER & SANITARY SEWER 39 SURVEY TABULATION SHEET 40 GEOMETRIC LAYOUT 41 - 46 REMOVAL PLAN 47 - 52 ROADWAY PLAN 53 - 63 ROADWAY PROFILE 64 - 68 INTERSECTION DETAIL 69 - 70 GORE DETAIL 71 PARKING LOT DETAIL 72 - 74 DRIVEWAY PLAN AND PROFILE 75 - 80 CONCRETE JOINTING PLAN 81 - 85 STORMWATER MANAGEMENT PLAN 86 EROSION PROTECTION HORIZONTAL CONTROL 87 - 93 GRADING, DRAINAGE & SWMP 94 WETLANDS IMPACT PLAN 95 - 101 TEMPORARY BERM 102 - 125 DRAINAGE PROFILE 126 SPECIAL DITCH KEY MAP 127 - 128 DITCH CENTERLINE HORIZONTAL VERTICAL CONTROL 129 - 133 GRADE CONTROL EAST GORES 134 SEDIMENT FOREBAY DETAIL 135 - 136 PLAN - GRASS SWALE 137 HEADWALL DETAIL 138 DRAINAGE DETAILS 139 UNDERDRAIN DETAIL 140 - 141 CBC PLANS 142 - 182 BRIDGE PLANS 183 - 216 WALL PLANS 217 - 225 ARCHITECTURAL PLANS 226 - 265 TRAFFIC CONTROL PLAN 266 DETOUR PLAN 267 - 273 STRIPING PLAN 274 - 283 SIGNING PLAN 284 - 291 SIGNAL PLAN 292 - 296 UTILITY PLAN 297 WATER & SANITARY SEWER KEY MAP 298 - 302 PLAN AND PROFILE WATERLINE 303 - 306 WATER STANDARD DETAILS 307 - 310 PLAN AND PROFILE SANITARY SEWER 311 - 312 SANITARY SEWER STANDARD DETAILS 313 - 320 ROADWAY LIGHTING PLAN 321 OWNERSHIP MAP 322 - 337 LANDSCAPE PLANTING PLAN 338 - 349 LANDSCAPE IRRIGATION PLAN Numbers No Revisions: Revised: Void: Sheet Subset: Detailer: Designer: Sheet Number Date:Comments Init. R-X Sheet Revisions AS CONSTRUCTED Print Date: Horiz. Scale: As Noted Vert. Scale: As Noted Unit Leader Initials: KF File Name: Unit Information: LA IM 392A-012 16639 SH 392 OVER I-25 AECOM USA, Inc. Transportation 717 Seventeenth Street, Suite 500 Denver, CO 80202 T 303.376.2900 F 303.376.2999 Design + Planning of 322 REPLACEMENT PLANTING: PLANT LIST (10/05/18) REPLACEMENT PLANTING - NOTES: 1. ALL PLANT MATERIAL AND LAYOUT OF PLANTS TO BE APPROVED BY CITY OF FORT COLLINS LANDSCAPE ARCHITECT PRIOR TO INSTALLATION BY CONTRACTOR. ANY PLANT MATERIAL DEEMED UNACCEPTABLE MUST BE REPLACED. 2. EXISTING IRRIGATION IN MEDIANS IS POLYETHYLENE IN- LINE DRIP TUBING : 0.4 GPH EMITTER FLOW RATE, 12-INCH EMITTER SPACING WITH 18-INCH ROW SPACING. CONTRACTOR IS RESPONSIBLE FOR REALIGNMENT OF EXISTING DRIP IRRIGATION IN MEDIANS AND ANY BREAKS AND/OR DAMAGE WITHIN REPLACEMENT PLANTING AREAS. 3. CONTRACTOR WILL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING PLANT MATERIAL OUTSIDE OF THE PLANT REPLACEMENT ZONES. ANY COSTS ASSOCIATED WITH DAMAGE REPAIR WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. DocuSign Envelope ID: F6199D28-7715-466C-8256-6DAB6089B2BC 125 #1 SPO HET 53 #1 SCH BLU 58 #1 AND SAC 11 #1 SCH SCO 61 #1 SCH SCO 59 #1 SCH BLU 62 #1 AND SAC 14 #1 SCH BLU 55 #1 SCH BLU 69 #1 SCH SCO 12 #1 AND SAC 8#1 ECH WHI 10 #1 ECH WHI 9#1 ECH PAR 21 #1 RUD FUL 9#1 ECH PAR 8#1 ECH PUR 5#1 ECH SUN 8#1 ECH PUR 4#1 ECH SUN 7#1 ECH WHI AECOM USA, Inc. Transportation 717 Seventeenth Street,Suite500 Denver, CO80202 T 303.376.2900 F 303.376.2999 Design + Planning 327 ECH WWHHI 10 #11 RUD DF UUL 21 #1 ECCH PAR A 99 #1 EECCCHHHH PUUR 8 #1 ECH SUUN 5 #1 ECH WHHI 7 #1 45 #1 AND SAC 67 #1 SCH BLU 7#1 SCH SCO 13 #1 SCH BLU 32 #1 SCH SCO 6#1 AND SAC 6#1 AND SAC 29 #1 SCH BLU 29 #1 AND SAC 42 #1 SCH SCO 26 #1 SCH BLU 132 #1 SPO HET 50 #1 AND SAC 8#1 ECH WHI 10 #1 ECH WHI 23 #1 RUD FUL 10 #1 ECH PAR 9#1 ECH PUR 5#1 ECH SUN 7#1 ECH WHI 9#1 ECH PAR 9#1 ECH PUR 4#1 ECH SUN AECOM USA, Inc. Transportation 717 Seventeenth Street,Suite500 Denver, CO80202 T 303.376.2900 F 303.376.2999 Design + Planning 328 SCH BLUU 26 #1 AND SAC 50 #1 AND SAC 45 #1 SCH BLU 30 #1 SCH BLU 43 #1 AND SAC 44 #1 SCH SCO 70 #1 SCH BLU 8 2 1/2" cal POP ACU 7#5 CER MOU 8#5 RHU TRI 9#1 ECH WHI 7#1 ECH PAR 8#1 ECH SUN 6#1 ECH WHI 7#1 ECH SUN 6#1 ECH PAR 8#1 ECH WHI 19 #1 RUD FUL 4#5 AME SER 9#5 CHR NAU 3#5 PRU VIR 13 #5 CHR NAU 2#5 AME SER 8 #5 CHR NAU 3#5 PRU VIR 16 #5 CHR NAU 3#5 PRU VIR 5#5 AME SER 13 #5 CHR NAU AECOM USA, Inc. Transportation 717 Seventeenth Street,Suite500 Denver, CO80202 T 303.376.2900 F 303.376.2999 Design + Planning 330 SCHH BLU AECOM USA, Inc. Transportation 717 Seventeenth Street,Suite 500 Denver, CO 80202 T 303.376.2900 F 303.376.2999 Design + Planning 336 DocuSign Envelope ID: F6199D28-7715-466C-8256-6DAB6089B2BC AECOM USA, Inc. Transportation 717 Seventeenth Street,Suite500 Denver, CO80202 T 303.376.2900 F 303.376.2999 Design + Planning 337 DocuSign Envelope ID: F6199D28-7715-466C-8256-6DAB6089B2BC 70 #1 RUD FUUL 19 #1 ECH WWHHHHII 88 #1 ECH PAR A 6 #1 ECH SUUNN 7 #1 ECH WHHI 6 #1 EECH WHHI 9 #1 ECH PAR A 7 #1 ECH SUUN 8 #11 SCH BLU 33 - #1 @ 36" O.C. RUD FUL 19 - #1 @ 18" O.C. ECH WHI 8-#1@18"O.C. ECH PUR 13 - #1 @ 18" O.C. ECH WHI 6-#1@18"O.C. ECH WHI 9-#1@18"O.C. ECH PUR 15 - #1 @ 18" OC. DocuSign Envelope ID: F6199D28-7715-466C-8256-6DAB6089B2BC 12 - #1 @ 36" O.C. BOU GBA 25 - #1 @ 36" O.C. BOU GBA 20 - #1 @ 36" O.C. DocuSign Envelope ID: F6199D28-7715-466C-8256-6DAB6089B2BC ECHH SUN 4 #1 ECHH PUUUUR 8 #1 ECHH PAR 9 #1 ECH HW HI ANND SAC 58 #1 AND SAC 62 #1 AND SAC 12 #1 BOU GBA 6-#1@36"O.C. BOU GBA 30 - #1 @ 36" O.C. BOU GBA 29 - #1 @ 36" O.C. ECH WHI 10 - #1 @ 18" O.C. RUD FUL 21 - #1 @ 18" O.C. ECH PUR 22-#1@18"O.C. ECH WHI 7-#1@18"O.C. ECH WHI 8-#1@18"O.C. ECH PUR 21 - #1 @ 18" O.C. DocuSign Envelope ID: F6199D28-7715-466C-8256-6DAB6089B2BC 350 - 352 SURVEY CONTROL DIAGRAM SHEET NO. SH 392 STA. 96+12.62 BEGIN PROJECT IM 392A-012 2073.78 STA. 117+06.40 BEGIN STRUCTURE NO. C-17-FK STA.119+78.40 END STRUCTURE NO. C-17-FK 312.00 STA.127+61.33 END PROJECT IM 392A-012 762.93 I-25 RAMPS NB OFF-RAMP 1193+00 TO 1200+00 700.00 NB ON-RAMP 1200+00 TO 1211+00 1100.00 SB OFF-RAMP 2133+79.71 TO 2160+00 2620.29 SB ON-RAMP 2160+00 TO 2167+00 700.00 FRONTAGE ROAD STA. 5000+00.00 BEGIN FRONTAGE ROAD STA. 5029+77.74 2977.74 END FRONTAGE ROAD TOTAL 5814.45 5120.29 312.00 SUMMARY OF PROJECT LENGTH FEET MILES MAJOR STRUCTURE 312.00 0.06 PROJECT GROSS LENGTH 11,246.74 2.13 DESIGN DATA SH 392 FRONTAGE ROAD RAMPS MINIMUM RADIUS OF CURVE N/A 314 FT 400 FT MAXIMUM GRADE 4.18% 5.00% 6.05% MINIMUM S.S.D. HORIZONTAL > 425 FT 250 FT 425 FT MINIMUM S.S.D. VERTICAL 427 FT 257 FT 410 FT DESIGN SPEED 50 MPH 35 MPH 50 MPH 2009 DESIGN TRAFFIC DHV = 1,512 DHV = 800 ADT = 18,900 ADT = 4,800 2035 DESIGN TRAFFIC DHV = 3120 DHV = 830 DHV = 910 ADT = 44,300 ADT =7,400 ADT = 15,200 DHV TRUCK % 5.5% 5.5% 5.5% CLEAR ZONE DISTANCE (TANGENT) 18 FT 14 FT 18 Ft TABULATION OF LENGTH & DESIGN DATA LINEAR FEET STATION ROADWAY RAMPS MAJOR STR. 1 DocuSign Envelope ID: F6199D28-7715-466C-8256-6DAB6089B2BC REPLACEMENT PLANTING - MEDIANS ONLY (10/05/18)