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Home My WebLink AboutMASON BIKE TRAIL PHASE I CDOT - Filed STR-STREETS - 2010-06-04.�..F. OVERSIGHT NHS OF , - DEPARTMENT OF TRANSPORTATION NATIONAL WAY SYSTEM .N, -1 YES STATE OF COLORADO CITY OF FORT COLLINS CONSTRUCTION BID PLANS OF PROPOSED CITY OF FORT COLLINS BUILDING COMMUNITY CHOICES (BCC) PROJECT FEDERAL AID PROJECT NUMBER: AQC M455-056 MASON STREET/HARMONY ROAD/FOSSIL CREEK BIKE/PEDESTRIAN LARIMER COUNTY CONSTRUCTION PROJECT CODE: RANGE 69 W, TOWNSHIP 6N TABULATION OF LENGTH & DESIGN DATA RELATED PROJECTS: P. E. UNDER PROJECT: PROJECT NUMBER AQC M455-056 PROJECT CODE 13647 R.O.W. PROJECTS: R.O.W. PROJECT DESCRIPTION PROJECT NUMBER AQC M455-056 PROJECT CODE 13647 13647 INDEX OF SHEETS SHEET NO. DWG. NO. DESCRIPTION SCALE OF DRAWINGS 1 T-1 COVER SHEET BIKE/PED. TRAIL 2 SP-1 STANDARD PLANS LIST STATION LIN. FT. MILES ON PLAN 1" = 40' 3 — 5 SQ-1 to SQ-3 SUMMARY OF APPROXIMATE QUANTITIES 6 GN-1 GENERAL NOTES BEGIN MASON TRAIL ON PROFILE 1" = 40' HORIZ. 1" = 4' VERT. 7 TY-1 TRAIL TYPICAL SECTION STA. 99+50 8 SE-1 SUMMARY OF TRAIL EARTHWORK 696.84 9 — 13 B-1 to B-5 PEDESTRIAN BRIDGE N0. 1 BEGIN REDTAIL POND BRIDGE END MASON TRAIL 14 — 22 B-1 to B-9 PEDESTRIAN BRIDGE N0. 2 STA. 106+46.84 122.00 STA. 133+87.39 23 RT-1 TABULATION OF REMOVALS AND RESETS END REDTAIL POND BRIDGE 24 ST-1 TABULATION OF SURFACING QUANTITIES STA. 107+68.84 2299.23 25 CGT-1 TABULATION OF CURB AND GUTTER BEGIN MAIL CREEK BRIDGE .�. HARMONY ROAD 26 CR-1 TABULATION OF FENCING PEDESTRIAN 27 — 33 PL-1 to PL-7 TRAIL PLANS STA. 130+68.07 122.00 BRIDGE 34 — 40 PR-1 to PR-7 TRAIL PROFILES END MAIL CREEK BRIDGE °G� 41 — 48 X-1 to X-8 TRAIL CROSS SECTIONS STA. 131+90.07 49 LSS-1 TRAIL SIGNING AND STRIPING TABULATIONS 197.32 9S° 50 — 54 LSS-2 to LSS-6 TRAIL SIGNING AND STRIPING END MASON TRAIL yygL_ MART 55 SS-1 TABULATION OF ROADWAY SIGNING AND STRIPING STA. 133+87.39 A� 56 — 59 TP-1 to TP-4 TRAIL PARKING PLANS 60 FD-1 FENCE DETAILS SUMMARY LIN. FT. MILES 61 LS-1 TRAIL PARKING SITE FURNISHINGS TABULATIONS TOTAL GROSS & NET LENGTH 3437.39 0.651 o a SPRADLEY/BARK 62 — 64 LS-2 to LS-4 TRAIL PARKING SITE FURNISHINGS PLANS N 65 — 68 HPL-1 to HPL-4 HARMONY ROAD CROSSING PLANS DESIGN DATA MASON TRAIL a TRAIL PARKING 69 TS-1 HARMONY ROAD TRAFFIC SIGNAL TABULATIONS MINIMUM RADIUS OF CURVE 125' 70 — 71 TS-2 to TS-3 HARMONY ROAD TRAFFIC SIGNAL PLANS V) z 72 CTC-1 HARMONY ROAD CONSTRUCTION TRAFFIC CONTROL TABULATIONS MAXIMUM GRADE (STA. 99+50.00 TO STA. 133+26.13) 5.000% J L _1 WEST FAIRWAY LANE 73 — 74 CTC-2 to CTC-3 HARMONY ROAD CONSTRUCTION TRAFFIC CONTROL PLANS MAXIMUM GRADE (STA. 133+26.13 TO STA. 133+74.43) 7.387% r 75 DT-1 STORM DRAINAGE AND EROSION CONTROL TABULATIONS MAXIMUM GRADE (STA. 133+74.43 TO STA 133+87.39) 5.000% PEDESTRIAN 76 EC-1 STORM WATER MANAGEMENT PLAN BRIDGE °J, 77 — 84 DR-1 to DR-8 STORM DRAINAGE PLANS MINIMUM GRADE 0.60% �{ 85 — 86 DP-1 to DP-2 STORM SEWER PIPE PROFILES VICINITY MAP 1°� 87 — 88 DD-1 to DD-2 STORM DRAINAGE DETAILS MAXIMUM DESIGN SPEED (FOR BIKE/PED. TRAIL) 30 MPH F9 89 LP-1 LANDSCAPE TABULATIONS NO SCALE %'° 90 — 98 LP-2 to LP-10 LANDSCAPE PLANS PROPOSED 99 — 100 WM-1 to WM-2 WETLANDS MITIGATION PLANS REDTAIL 36 SHEETS NEW AND REVISED M & S STANDARDS DEVELOPMENT 19 SHEETS RIGHT—OF—WAY PLANS FUTURE FOSSIL BEGIN MASON TRAIL CREEK TRAIL STA. 99+50 CONNECTION NEW AND REVISED M & S STANDARDS Contract Information M-412-1 CONCRETE PAVEMENT JOINTS (5 SHEETS) DECEMBER 20, 2002 Contractor: M-608-1 CURB RAMPS (4 SHEETS) OCTOBER 29, 2003 M-609-1 CURBS, GUTTERS, AND SIDEWALKS (3 SHEETS) OCTOBER 29, 2003 Resident Engineer: S-612-1 TYPICAL DELINEATOR INSTALLATIONS (5 SHEETS) OCTOBER 14, 2004 Project Engineer: S-614-1 TYPICAL GROUND SIGN PLACEMENT (1 SHEET) JUNE 29, 2004 FELSBURG MA g S-614-2 CLASS I GROUND SIGN INSTALLATIONS (1 SHEET) JUNE 09, 2005 H O LT & PROJECT STARTED: ACCEPTED: S-614-8 TUBULAR STEEL SIGN SUPPORT DETAILS (4 SHEETS) JUNE 09, 2005 S-630-1 TRAFFIC CONTROLS FOR HIGHWAY CONSTRUCTION (12 SHEETS) JUNE 10, 2005 ULLEVIG Comments: Computer File Information O Index of Revisions ____ As Constructed MASON STREET/HARMONY ROAD/ FOSSIL CREEK BIKE/PEDESTRIAN Project No./Code Creation Date: 07/29/03 Initials: SED un of Fort Coll"'" CITY OF FORT-COLLINS - - F T I COLORADO DEPARTMENT OF TRANSPORTATION _ - - No Revisions: TITLE SHEET AQC M455-056 Last Modification Date: 06/1 6/05 Initials: SPG Full Path: I:\02181\Acad\Final Trail Design\Sheet Revised: Designer: SPG1 13647 Drawing File Name: A02181 TTL01 .DWG 0 - _' - - = I - - Region 4 PJG 9 Detailer: SED Void: Sheet Number Acad Ver. 2000i Scale: NONE Units: ENGLISH Sheet Subset: Title Sheet Subset Sheets: T-1 of 1 E1 - 296 C.y 0 I 0 0 EXISTING BNSF R.O.W. 0 109+00 --- — " — N MASON TRAIL PROPOSED TRAIL PERMANENT EASEMENT REDTAIL POND *BORING 3 108+00 IN *BORING 4 MASON TRAIL HORIZONTAL CONTROL LINE I�I II B.F. ABUT. 1 STA. 107+68.84 LEGEND TEMPORARY WETLANDS TAKE PERMANENT WETLANDS TAKE EXISTING WETLANDS BURLINGTON NORTHERN & SANTA FE RAILROAD 5010 .m TRAIL FINISHED GRADE B.F. ABUT. 1 B.F. ABUT. 1 EL. 4989.94 APPROX. EXISTING GROUND ELEVATION SEE SHT. B5 FOR PEDESTRIAN RAILING ON WINGWALLS P LAN 122' —0" J L Z � r 106+00 105+00 \ B.F. ABUT, 2 STA. 106+46.84 *SEE SHEET B3 FOR GEOTECHNICAL BORING INFORMATION B.F. ABUT. 2 101, 120' —4" PREFABRICATED 1 10" STEEL TRUSS BRIDGE VERTICAL PICKETS SPACED FOR MAX. GAP OF 4" (PROVIDED BY BRIDGE MANUF.) =r - ( l rrr - 1 -1� Ti �l 1 ' '1 7 1,F] - Tl 1 1 i �11�l �\ j 111 lid 11 Jl l 1 T I lj' 7 7 777 - J L__ TOP OF FOOTING FINSIHED GRADE (MIN. CLEARANCE EL. 4984.94 BENEATH BRIDGE = 6") ELEVATION AT PEDESTRIAN BRIDGE 1 100, V.0 Ilt 5010 Iq 00 00 00 B.F. ABUT. 2 5000 � EL. 4990.96 00 a, �J 4990 a-w S Ud > TOP OF FOOTING 0Opg a_ w _0,833% EL. 4985.96 4980 100' V.C. Ilt 00 Ln J-)� 0 0 0 + Ilt �DM 0M >-I "t a_ w a_ w \—LOCATION OF BRIDGE PROFILE GRADE DIAGRAM FELSBURG MAP rIHOLT & ULLEVIG I7 IL Computer File Information O 0 Index of Revisions cur ----- T I a c,t, „rF�rtc�»>„s p. —1-1-1 COLORADO DEPARTMENT CITY OF FORT COLLINS OF TRANSPORTATION - - FF _ _ ='TI _ - LLL = E _' I' C L -CLE - =1 - — — - Region 4 DJM As Constructed MASON STREET/HARMONY ROAD/ FOSSIL CREEK BIKE/PEDESTRIAN PEDESTRIAN BRIDGE 1 GENERAL LAYOUT Project No./Code Creation Date: 08/13/03 Initials: WJM No Revisions: AOC M455-056 Last Modification Date: 06/02/04 Initials: WJM Full Path: I:\02181\Acad\Final Trail Design\Sheet Revised: Designer: B. MARCATO 13647 Drawing File Name: B02181 GLA1 1 .DWG Detailer: P. HELM Void: Sheet Number Acad Ver. 20001 Scale: VARIES Units: ENGLISH Sheet Subset: BRIDGE Subset Sheets: B2 of 5 G I — G70 u u Ch tV I q � C4ri ITEM CONTRACT ITEM UNIT WARREN FARMS WETLAND QTY. PLAN AS CONST 203 UNCLASSIFIED EXCAVATION (COMPLETE IN PLATE)'CY 30 208 SILT FENCE LF 218 213 MULCHING (WOOD CHIP) CF 800 214 DECIDUOUS TREE (2 INCH CALIPER) EA 12 214 DECIDUOUS SHRUB (5 GALLON CONTAINER) EA 250 214 PERENNIALS (2.25 INCH POT) EA 650 607 FENCE (PLASTIC) LF 462 MUTE: QUANTITIES ARE ESTIMATES AND MAY VARY, DUE TO SITE CONDITIONS, CONSTRUCTION COMBINED WITH OTHER WETLAND MITIGATION OR OTHER UNFORSEEN CIRCUMSTANCES. _ F_ O U/ADDCAI CADAAC r\CVCI r)DAACAIT AREA MAP NORTH NOTES: 1. NINE HUNDRED SQUARE FEET (900 SF.) OF NEW WETLANDS AND FIVE HUNDRED SQUARE FEET (500 SF.) OF NEW RIPARIAN PLANTINGS TO BE CONSTRUCTED AND ESTABLISHED BY THE CONTRACTOR AS MITIGATION FOR PROJECT IMPACTS FOR HARMONY ROAD TO FOSSIL CREEK. 2. PRE CONSTRUCTION MEETING WITH PROJECT ENGINEER, AND LANDSCAPE CONSTRUCTION SUPERVISOR TO BE HELD PRIOR TO CONSTRUCTION OF WETLAND MITIGATION. MEETING DISCUSSION ITEMS TO BE COVERED, BUT NOT BE LIMITED TO THE FOLLOWING: INTRODUCE WETLAND SPECIALIST TO BE ON -SITE TO MONITOR CONSTRUCTION, WETLAND MITIGATION GOALS, CONSTRUCTION ACCESS, EXISTING TREES, WETLANDS AND VEGETATION TO BE PROTECTED, CONSTRUCTION SCHEDULE, WATER SOURCES AND TRAFFIC CONTROL. 3. SITE FEATURES, INCLUDING SITE ELEVATION CONTOURS, HAVE BEEN PROVIDED BY ADJACENT PROPERTY OWNER AND ARE SHOWN FOR INFORMATION ONLY. CONTRACTOR TO VERIFY LOCATIONS OF ABOVE AND UNDERGROUND FEATURES, UTILITIES, TREES ELEVATIONS AND RIGHT OF WAY BOUNARIES PRIOR TO CONSTRUCTION. 4. MARK BOUNDARIES OF EXISTING WETLANDS AND TREES TO BE PRESERVED WITH ORANGE PLASTIC FENCE FOR ENGINEER APPROVAL PRIOR TO CONSTRUCTION. DO NOT STORE EQUIPMENT OR MATERIALS IN AREAS WHERE DRAINAGE OR EROSION COULD MOVE TOXIC MATERIALS INTO WETLANDS. CONTRACTOR IS RESPONSIBLE FOR RESTORING LAND OR VEGETATION DAMAGED BY CONTRACTOR NEGLIGENCE, IN ACCORDANCE TO THE ENGINEER'S DIRECTION. 5. WETLAND MITGATION SITE TO BE ACCESSED FROM THE MASON TRANSPORATION CORRIDOR. COORDINATE ACCESS WITH PROJECT ENGINEER AND WETLAND SPECIALIST. 6. SILT FENCE SHALL BE INSTALLED BETWEEN EXISTING WETLANDS AND CONSTRUCTION AREAS. MAINTAIN FENCE FOR THE DURATION OF THE CONTRACT. 7. STAKE BOUNDARIES OF EXCAVATION FOR ENGINEER APPROVAL. EXCAVATE WETLAND MITIGATION AREA 12 TO 18 INCHES DEEP AS DIRECTED BY WETLAND SPECIALIST. SITE CONDITIONS MAY BE WET DURING CONSTRUCTION. DEWATERING THE SITE WILL NOT BE ALLOWED. EXCAVATION TO PROCEED IN PHASES WITH THE FINAL EXCAVATION DEPTHS APPROVED BY WETLAND SPECIALIST PRIOR TO PLANTING. FINAL GRADES TO HAVE ROUGHENED SOIL SURFACE. EXCAVATION MATERIAL BECOMES THE CONTRACTOR'S PROPERTY TO BE HAULED AND DISPOSED OFF -SITE. 8. ANY TRAFFIC CONTROL FOR TRAIL USERS SHALL BE CONSIDERED AN INCIDIENTAL EXPENSE. 9. HERBICIDES SHALL NOT BE APPLIED WITHIN 50 FEET OF EXISTING OR CONSTRUCTED WETLANDS. HERBICIDES USED FOR WEED CONTROL TO BE CERTIFIED AS SAF FOR USE NEXT TO WETLANDS. 10. STAKE PLANTING LOCATIONS FOR APPROVAL BY A WETLAND SPECIALIST PRIOR TO PLANTING. PERENNIAL PLANTS TO BE PLANTED AFTER GROUND HAS THAWED AND ALL DANGER OF FROST HAS PAST AND BE COMPLETE BY MAY 20. 11. RIPARIAN SHRUBS AND TREES TO BE MULCHED WITH 4 TO 6-INCH LAYER OF WOOD CHIP MULCH. 12. SEE STORM WATER MANAGEMENT PLAN FOR TRAIL AREA SEED MIX TO BE SEEDED ON ALL AREAS DISTURBED BY CONSTRUCTION AND OUTSIDE OF CONSTRUCTED WETLANDS. PRIOR TO SEEDING, ALL AREAS WHERE SOIL HAS BEEN COMPACTED BY CONSTRUCTION SHALL BE BIDIRECTIONALLY RIPPED TO A DEPTH OF 12". IN FELSBURG CarternBurgess rIHOLTULLEVIG Computer File Information Index of Revisions o As Constructed MASON STREET/HARMONY ROAD/ Project No./Code Creation Date:1-15-04 Initials: DY/LB 96 inwmFOSSIL CREEK BIKE/PEDESTRIAN Last Modification Date: 6-2-05 Initials: EP O City of Fort Collins COLORADO DEPARTMENT No Revisions: WETLAND MITIGATION PLAN AQC M455-056 Full Path :J:\AandscapeArch\MasonStWetland\NorthofHormonyPlans CITY OF FORT COLLINS OF TRANSPORTATION Designer: DY/LB 142E 2ND STREET Revised: 13647 281 NORTH COLLEGE AVENUE FORT COLLINS, CO 80522 Phone: 9 CO 80631 Drawing File Name: NoHarmonyWet fossil3-15-04 O Phone: 970-350-2126 Detailer: EP � - I Phone: 970-221 —6605 FAX: 970-350-2198 Void: - Acad Ver. 2000i Scale: Units: ENGLISH O FAX: 970-221-6378 Region 4 DJM Sheet Subset: Subset Sheets: WM 1 of 2 Sheet Number C1 2 9 6"k 1.- V ri JI.ALL 0 10 20 40 60 FEET Computer File Information Creation Date: 1-15-04 Initials: DY/LB Last Modification Date: 6-2-04 Initials: EP Full Path :J:\AandscapeArch\MosonStWetland\NorthofHarmonyPlans Drawing File Name: NoHarmonyWet fossil3-15-04 Acad Ver. 2000i Scale: Units: ENGLISH ndex of Revisions M1vn 1 —vr —Vy/A i 96 City of FoR Collins CITY OF FORT COLLINS 281 NORTH COLLEGE AVENUE FORT COLLINS, CO 80522 Phone: 970-221 —6605 FAX: 970-221 —6378 COLORADO DEPARTMENT OF TRANSPORTATION 1420 2ND STREET GREELEY, CO 80631 Phone: 970-350-2126 FAX: 970-350-2198 Region 4 DJM grgp p - WETLAND MITIGATION (NOT IN CONTRACT) As Constructed No Revisions: Revised: Vold: EXISTING WETLAND STANDING WATER } SILT FENCE TREES TO BE PLANTED FELSBURG MA HOLT & CarternBurgess ULLEVIG MASON STREET/HARMONY ROAD/ FOSSIL CREEK BIKE/PEDESTRIAN WETLAND MITIGATION PLAN Designer: DY/LB Detailer: EP Sheet Subset: Subset Sheets: WM 2 of 2 Project No./Code AQC M455-056 13647 Sheet Number C1 - 296 a N SOUTH STRUCTURE I 1 1 1 1 1 1 1 Tr w ►�I �f w Y■ JI ..� 4985 •:1 4975 4970 4965 4960 BORING 3 EL.=4988' 12/12 WC=21 .3 DD=97.7 —200=69 LL=39 PI=22 7/12 50/4 25/0 BORING 4 EL.=4990' 14/12 WC=18.8 DD=99.3 —200=60 LL=37 PI=18 50/4 25/0 50/3 LEGEND b COVER T_ 1/4" X 6" TOPSOIL. 4" MIN. C.I.P. GRIND EDGES @ 450 4990 ® CONCRETE DECK CLAY (CL), LEAN, SANDY, STIFF TO HARD, DRY TO MOIST, BROWN. L 3x3x'/4 FOR LENGTH CLAYEY SAND (SC), INTERLENSED WITH CLAYEY GRAVEL, MEDIUM DENSE, DRY TO MOIST. DECK FORM OF BACKWALL (TYP.) 4985 DECK STRINGERS STUD FIELDAWEDLDEDCTOR t GRAVEL (GP), POORLY GRADED, INTERLENSED WITH CLAYEY SAND AND GRAVEL, ❑ ANGLE, SPA. @ 12" (TYP.) MEDIUM DENSE, MOIST TO WET. TO BE PLACED DURING CONSTRUCTION OF BACKWALL SANDSTONE BEDOCK, WEAKLY TO WELL CEMENTED, INTERLENSED WITH CLAYEY SANDSTONE, F= B.F. OF ABUT. =` HARD TO VERY HARD, MOIST, GRAY —RUST MOTTLED. 4980 DRIVE SAMPLE, 2—INCH I.D. CALIFORNIA LINER SAMPLE. r, F r < DRIVE SAMPLE BLOW COUNT. INDICATES THAT 44 BLOWS OF A 140—POUND HAMMER 4 44/12 FALLING 30 INCHES WERE REQUIRED TO DRIVE THE SAMPLER 12 INCHES. 4975 0 z 1 DEPTH TO WATER LEVEL AND NUMBER OF DAYS AFTER DRILLING MEASUREMENT WAS MADE. rmi DEPTH AT WHICH BORING CAVED. 4970 NOTES 1. THE EXPLORATORY BORINGS WERE DRILLED ON AUGUST 6 AND 7, 2003 WITH A 4—INCH DIAMETER CONTINUOUS FLIGHT POWER AUGER. 2. THE LOCATIONS OF THE EXPLORATORY BORINGS WERE MEASURED APPROXIMATELY BY TAPING FROM FEATURES SHOWN ON THE SITE PLAN PROVIDED. 49 65 3. THE ELEVATIONS OF THE EXPLORATORY BORINGS WERE OBTAINED BY INTERPOLATION BETWEEN CONTOURS ON THE PLAN PROVIDED. 4. THE EXPLORATORY BORING LOCATIONS AND ELEVATIONS SHOULD BE CONSIDERED ACCURATE ONLY TO THE DEGREE IMPLIED BY THE METHOD USED. 5. THE LINES BETWEEN MATERIALS SHOWN ON THE EXPLORATORY BORING LOGS REPRESENT THE APPROXIMATE BOUNDARIES BETWEEN MATERIAL TYPES AND THE TRANSITIONS MAY BE 4960 GRADUAL. 6. GROUND —WATER LEVELS SHOWN ON THE LOGS WERE MEASURED AT THE TIME AND UNDER CONDITIONS INDICATED. FLUCTUATIONS IN THE WATER LEVEL MAY OCCUR WITH TIME. 7. LABORATORY TEST RESULTS: WC = WATER CONTENT I(%) (ASTM D 2216); DID = DRY DENSITY (pcf) (ASTM D 2216); —200 = PERCENTAGE PASSING NO. 200 SIEVE (ASTM D 1140); ILL = LIQUID LIMIT (%) (ASTM D 4318); PI = PLASTICITY INDEX (%) (ASTM D 4318). GEOTECHNICAL BORING INFORMATION (PROVIDED BY KUMAR AND ASSOCIATES) F.F. OF ING DETAILS PER ABRICATED BRIDGE IFACTURER JOINT COVER PLATE DETAIL NOTE: COVER PLATE SHALL BE SUPPLIED AND PREFABRICATED BRIDGE MANUFACTURER AND FIELD WELDED AS SHOWN. 1 S' —n"-4- 01 IT-Trl-r)l IT BOTTOM BRACING N * CONCRETE DECK DESIGN TO BE PROVIDED BY BRIDGE MANUFACTURER. DECK CONCRETE COST SHALL BE INCLUDED IN ITEM 601, CONCRETE CLASS D (BRIDGE). THE COST OF THE DECK REINFORCING SHALL BE INCLUDED IN THE COST OF THE CONCRETE. TYPICAL PEDESTRIAN BRIDGE SECTION (FACING NORTH) BNSF R.O.W. PI'A FELSBURG HOLT & ULLEVIG IL IL I Computer File Information O t� 0 Index of Revisions 6�c�T ____ a cm„rF�rtc°u�°5 COLOR DO DEPARTMENT CITY OF FORT COLLINS OF TRANSPORTATION _ F Region 4 DJM As Constructed MASON STREET/HARMONY ROAD/ FOSSIL CREEK BIKE/PEDESTRIAN PEDESTRIAN 1 BRIDGE DETAILS Project No./Code Creation Date: 08/27/03 Initials: WJM No Revisions: AQC M455-056 Last Modification Date: 04/19/04 Initials: RAIDO Full Path: I:\02181\Acad\Final Trail Design\Sheet Revised: Designer: B. MARCATO 13647 Drawing File Name: B02181MSC11.DWG Detailer: P. HELM Void: Sheet Number 1 1 Acad Ver. 20001 Scale: VARIES Units: ENGLISH Sheet Subset: BRIDGE Subset Sheets: B3 of 5 G1 = Z96 •o o,w N 3' -6" 6„ 1 ' -0" '1 -0„ J J a o � N O I� 0 ■ 2-3/4 „0 0 in J ANCHOR o RODS— m a- 0 0 U N � Z Q N � _ m I 0I I 6" #4 F@ 1' —0 GRABOVE BBEARING TOP OF WINGWALL EL. 4990.94 @ ABUT. 1 EL. 4991.96 @ ABUT. • 2-3/4 " 0 ANCHOR RODS (A307) TYP. 7 IN I� � _ C �C TOP OF FOOTING EL. 4984.94 @ ABUT. 1 EL. 4985.96 @ ABUT. 2 10" 1'-2 • 5'/2 " ABOVE BEARING SEAT 6' -0" #5 @ 1 ' -0" (TYP.) B.F. OF ABUTMENT 8' -2" - I ABUT. & �- BRIDGE BELOW BEARING SEAT 6'-0" FOOTING BELOW #5 @ 1'-0" (TYP.) 18' -0" 19' -0" I BRG. ABUT. 1 STA. 107+67.42, � BRG. ABUT. 2 STA. 106+48.26 3' -6" `---F.F. OF ABUTMENT TRAIL HORIZONTAL CONTROL LINE 9' -0" NEW MERCER/MAIL BRIDGE ABUTMENT 1 PLAN (� ABUT. & q BRIDGE SHT. B5 FOR STRIAN RAILING LS ON WINGWALLS EDGE ANGLE, SEE JOINT COVER PLATE DETAIL ON SHEET B3 SETTING PLATE PROVIDED BY PREFABRICATED BRIDGE MANUFACTURER— #4 @ 1 '-0" F.F. OF ABUTMENT— #4 @ 1'-(„ Cl) 2' -2" 1 ' -4" 10" ANCHOR BOLT GROUP 9 7 EL. 4989.94 @ ABUT. 1 EL. 4990.96 @ ABUT. 2 1/2 " x 2" COMPRESSED JOINT MATERIAL CONCRETE TRAIL PAVEMENT 1/2" EXPANSION JOINT MATERIAL (TYP.) #4 @ 1 ' -0" #4 L „I @ 1 ' -0„ 5-#5 CONT. #4 L @ 1 ' -0" #4 @ 1 ' -0" EACH FACE ABUTMENT -0" EACH WAY ABUTMENT SECTION BA � U H WAY WINGWALL THICKNESS VARIES FROM 1 '-0" TO 2-0" #4 - r @ 1 ' -0" 1/2" x 2" COMPRESSED � JOINT MATERIAL CONCRETE TRAI L 1/2" EXPANSION JOINT PAVEMENT MATERIAL (TYP.) #4 @ 1'-0" #5j @ 1'-0" oZ - -- #4J @ 1'-0" 6„ o #4 @ 1 ' -0" o EACH WAY IF I IF • CONTRACTOR SHALL VERIFY ANCHOR BOLT SIZE, LOCATIONS, DIMENSIONS AND ELEVATION WITH PREFABRICATED BRIDGE MANUFACTURER I �-#4 @ 6" EACH WAY ABUTMENT 1 ELEVATION TYPICAL WINGWALL SECTION IHOLTR& CULLEVIG Computer File Information O Index of Revisions cur ____ a ...... ct,„rF°rtc'°lhns COLORADO DEPARTMENT As Constructed MASON STREET/HARMONY ROAD/ FOSSIL CREEK BIKE/PEDESTRIAN ABUTMENT DETAILS Project No./Code Creation Date: 08/20/03 Initials: PRH No Revisions: AQC M455-056 Last Modification Date: 05/10/04 Initials: WJM CITY OF FORT COLLINS OF TRANSPORTATION -, LL-__E E I I- — - - - - --'_ =- - - h Region 4 Dim Full Path: I:\02181\Acad\Final Trail Design\Sheet Revised: Designer: B. MARCATO g 13647 Drawing File Name: B02181ABT11.DWG Detailer: P. HELM Void: Sheet Number 1 Acad Ver. 20001 Scale: VARIES Units: ENGLISH Sheet Subset: BRIDGE Subset Sheets: B4 of 5 - - - C1 - 296 V Olt N r. V FI SURED ALONG WINGWALL/RETAINING WALL FRONT FACE OF ABUTMENT i q VERT. TUBE 2'-0" 4" 1 6 SPA. @ 4" uI.L NEW MERCER/MAIL CREEK PEDESTRIAN BRIDGE -' Z Q I J O Q O U L__)j J a_ BICYCLE o N RUB RAIL a m WINGWALL POST 4'-0" 12 SPA. @ 4" = 4'-0" (TYP.) 1/2" SQUARE STEEL BAR VERTICALS (TYP.) CD I r� C� POST i 2' -0" 8> I 8 SPA. (9 4" 2' -8" (TYP.) (� VERT. TUBE FINISHED GRADE LO SEE POST ANCHORAGE ON 1, -7„ WALL DETAIL, THIS SHEET ABUTMENT WINGWALL END OF ABUTMENT �- WINGWALL TYPICAL PEDESTRIAN RAILING ELEVATION AT WINGWALLS (VIEW TOWARDS INSIDE FACE OF WINGWALL) J Q o- c� '/4" PLATE STEEL SUPPORT AT EACH POST OR VERT. TUBE (3 PER RAIL ON WINGWALLS) '/z " SQUARE STEEL BAR VERTICALS (TYP.) #3 AT EACH POST LOCATION - OUTSIDE FACE OF WINGWALL I I C� RAILING BICYCLE RAIL 1 1/2" DIA. STEEL PIPE 51/2 (TYP.) m 3/4 ^ z N —<TYP. N 3/16 1 ' -0" MIN., 2'-0" MAX. in ` ANCHOR PLATE 3/8 "x6"x6" WITH 4—h"Ox4" HEADED STUD ANCHORS FINISHED GRADE PEDESTRIAN RAILING DETAIL END OF BRIDGE BACK FACE OF 6" ABUTMENT 1)/2 „ 3„ 1J/2 „ 5' -4" 1 ' -8" 4" J 1 -4 0 0 MAX. J_ CD M BICYCLE RUB RAIL ON 1/4" END Q PEDESTRIAN BRIDGE PLATE [INSIDE FACE 0 0 OF WINGWALL c� = Uj N m /BICYCLE f RAIL m �N 1/4" END r `n PLATE `N PEDESTRIAN BRIDGE - - ANCHOR PLATE DETAIL FRONT FACE o N / RAILING 10.5° _ -- 0I COST OF ANCHOR PLATES SHALLBE INCLUDED IN ITEM 601, OF ABUTMENT CONCRETE CLASS D (WALL) NOTES: PEDESTRIAN 2 '0" J CD 1. THE CONTRACTOR SHALL FIELD -MEASURE THE WINGWALLS PRIOR TO FABRICATION OF BRIDGE ABUTMENT �T��ET 4'-0" PEDESTRIAN RAILING TO VERIFY DIMENSION REQUIREMENTS. POST 2. RAILING SHALL BE PAINTED THE COLOR "DARK BROWN", EQUIVALENT TO FEDERAL STANDARD 595B COLOR NO. 30045, AND IS TO BE SELECTED FROM TEST PANELS PROVIDED BY THE CONTRACTOR. 3. ALL PIPE SHALL BE 11/2"0 SCH. 40 STEEL PIPE CONFORMING TO ASTM A53, TYPE E OR S, POST VERT. TUBE GRADE B (fy = 35 ksi). 1 ' -4" 10" 7' -0" WINGWALL VERT. TUBE 4. ALL OTHER STRUCTURAL STEEL SHALL BE ASTM A36 (fy = 36 ksi). 004 FELSBURG TYPICAL PEDESTRIAN RAILING PLAN VIEW AT WINGWALLS 5. PEDESTRIAN RAILING SHALL BE PAID FOR AS ITEM 514, PEDESTRIAN RAILING (STEEL) ON A rIHOLT & LINEAR FOOT BASIS. ULLEVIG Computer -File Information Index of Revisions As Constructed MASON STREET/HARMONY ROAD/ Project No./Code Creation Date: 04/13/04 Initials: WJM 6a _ FOSSIL CREEK BIKE/PEDESTRIAN -I'lF1 ` ` -" No Revisions: AQC M455-056 Last Modification Date: 04/19/04 Initials: RAID��>„rF,�tc,ii«s COLORADO DEPARTMENT PEDESTRIAN RAILING DETAILS Full Path: I: 02181 Acad Final Trail Desi n Sheet CITY OF FORT COLLINS OF TRANSPORTATION g — - Revised: Designer: B. MARCATO 13647 Drawing File Name: B02181 RAL1 1 .dwg LL E = - LE - Detailer: DILLON R. - Acad Ver. 20001 Scale: Units: ENGLISH Region 4—Dim Void: Sheet Subset: BRIDGE Subset Sheets: B5 of 5 Sheet Number 13 G1 - [`1b 4 o• N E w— dI GENERAL NOTES ALL WORK SHALL BE DONE ACCORDING TO THE 1999 COLORADO DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. STRUCTURE EXCAVATION AND BACKFILL SHALL BE IN ACCORDANCE WITH CDOT STANDARD M-206-2, DETAILS SHOWN IN THESE PLANS, AND SECTION 206 OF THE CDOT STANDARD SPECIFICATIONS. EXPANSION JOINT MATERIAL SHALL MEET AASHTO SPECIFICATION M-213. ALL CONCRETE SHALL BE CLASS D, IN ACCORDANCE WITH PROJECT SPECIAL PROVISON, PROVISON OF SECTION 601, STRUCTURE CONCRETE, EXCEPT FOR CAISSONS. THE FINAL FINISH FOR ALL EXPOSED CONCRETE SURFACES SHALL BE CLASS 2 ALL EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 3/4 INCH, UNLESS SHOWN OR OTHERWISE NOTED. A STRUCTURAL CONCRETE COATING FINISH WILL BE REQUIRED ON EXPOSED CONCRETE SURFACES, TO 1 ' -0" MIN. BELOW FINISHED GRADE, AND AS REQUIRED BY THE PROJECT SPECIFICATIONS. THE COLOR SHALL BE SELECTED BY THE CITY OF FORT COLLINS. THE COLOR SHALL BE SELECTED FROM TEST PANELS PROVIDED BY THE CONTRACTOR. THE FOLLOWING STRUCTURAL STEEL SHALL BE AASHTO M-183 (ASTM A-36): COVER PLATE, ANGLES, AND PILING. GRADE 60 REINFORCING STEEL IS REQUIRED. ALL REINFORCING STEEL SHALL BE NON -COATED (BLACK) UNLESS OTHERWISE NOTED ALL CONSTRUCTION JOINTS SHALL BE THOROUGHLY CLEANED AND ROUGHENED BEFORE FRESH CONCRETE IS PLACED. THE CONTRACTOR SHALL NOT BACKFILL STRUCTURE UNTIL ABUTMENT, WINGWALLS, AND RETAINING WALLS HAVE REACHED DESIGN STRENGTH. ALL REINFORCEMENT SHALL HAVE A CLEAR COVERAGE OF TWO INCHES, EXCEPT AS SHOWN ON PLANS. CLEAR COVERAGE SHALL BE MEASURED FROM THE SURFACE OF THE CONCRETE TO THE OUTSIDE OF THE REINFORCEMENT. THE FOLLOWING TABLE GIVES THE MINIMUM LAP SPLICE LENGTH FOR BLACK (NON -COATED) REINFORCING BARS PLACED IN ACCORDANCE WITH SUBSECTION 602.06. THESE SPLICE LENGTHS SHALL BE INCREASED BY 25% FOR BARS SPACED LESS THAN 6" ON CENTER. BAR SIZE #4 #5 #6 #7 #8 #9 #10 #11 SPLICE LENGTH FOR CLASS D CONCRETE 1 ' -0" 1 ' -4" 1 ' -7" 1 ' -10" 2' -5" 3' -1 " 3' -1 1 " 4' -10" THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE DURING CONSTRUCTION. B.F. = BACK FACE E.F. = EACH FACE F.F. = FRONT FACE T.O.W = TOP OF WALL THE INFORMATION SHOWN ON THESE PLANS CONCERNING THE TYPE AND LOCATION OF UNDERGROUND UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION AS TO THE TYPE AND LOCATION OF UNDERGROUND UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO AT 1-800-922-1987 AT LEAST 2 DAYS (NOT INCLUDING THE DAY OF NOTIFICATION) PRIOR TO ANY EXCAVATION OR OTHER EARTHWORK. CROSS REFERENCE SUBSET SHEET NUMBER (IF BLANK, REFERENCE IS TO SAME SH SECTION OR DETAIL IDENTIFICATION DESIGN DATA AASHTO GUIDE SPECIFICATIONS FOR DESIGN OF PEDESTRIAN BRIDGES AASHTO, 16th EDITION, AS AMENDED BY THE 1997, 1998, 1999 & 2000 INTERIMS DESIGN METHOD: ALLOWABLE STRESS DESIGN AS SPECIFIED IN AASHTO DESIGN LOADING (PEDESTRIAN BRIDGE): LIVE LOAD: 1) a) 65 PSF UNIFORM LIVE LOAD FOR PRIMARY STRUCTURE ELEMENTS (TRUSSES) b) 85 PSF UNIFORM LIVE LOAD FOR BRIDGE DECK FLOOR SYSTEM, INCLUDING SECONDARY STRINGERS, FLOOR BEAMS, AND CONNECTIONS TO PRIMARY ELEMENTS (TRUSSES). 2) 20,000 LB LIGHT TRUCK LIVE LOAD (H-10 TRUCK) 3) 35 PSF WIND LOAD UTILITIES: 2 PSF DESIGN LOADING (RETAINING WALLS): LIVE LOAD SURCHARGE ON WALLS = 2 FT OF EARTH UNIT SOIL WEIGHT = 125 PCF ACTIVE LATERAL EARTH PRESSURE = 37.5 PSF INTERNAL FRICTION ANGLE 0 = 0.30 COEFFICIENT OF SLIDING FRICTION = 0.35 MAXIMUM ALLOWABLE BEARING PRESSURE = 2500 PSF REINFORCED CONCRETE: CLASS BZ CONCRETE: f' c = 4000 psi (CAISSONS ONLY) CLASS D CONCRETE: f' c = 4500 psi REINFORCING STEEL: f y = 60 000 psi SUMMARY OF QUANTITIES ITEM NO. DESCRIPTION UNIT PEDESTRIAN BRIDGE RETAINING WALL 1 RETAINING WALL 2 TOTAL 202 REMOVAL OF SLOPE AND DITCH PAVING SY 72 72 202 REMOVAL OF PORTION OF PRESENT STRUCTURE LS 1 1 206 SHORING (AREA 1) LS 0.5 0.5 1 206 STRUCTURE EXCAVATION CY 141 501 37 679 206 STRUCTURE BACKFILL (CLASS 1) CY 107 689 35 831 420 GEOTEXTILE (DRAINAGE)(CLASS A) SY 13 13 503 DRILLED CAISSON (24 INCH) LF 52 52 506 RIPRAP (18 INCH) CY 9 9 507 CONCRETE SLOPE AND DITCH PAVING CY 1 1 514 PEDESTRIAN RAILING (STEEL) LF 37 75 33 145 601 CONCRETE CLASS D BRIDGE CY 81 3 81 601 CONCRETE CLASS D WALL CY 128 1 15 143 601 STRUCTURAL CONCRETE COATING SY 67 118 26 211 602 REINFORCING STEEL LB 5827 14458 2 1058 21343 628 BRIDGE GIRDER AND DECK UNIT 120' -4" EA 1 1 INDEX OF DRAWINGS DWG. NO. O1 INCLUDES 22 CY FOR RECONSTRUCTED DITCH FLUME O2 INCLUDES 1779 LB FOR RECONSTRUCTED DITCH FLUME (a)INCLUDES 21 CY FOR CONCRETE DECK ON BRIDGE. THE COST FOR REINFORCING IN DECK SHALL BE INCLUDED IN THE COST OF THE BRIDGE DECK CONCRETE. CONCRETE BRIDGE DECK DESIGN SHALL BE PROVIDED BY THE BRIDGE MANUFACTURER. DESCRIPTION GENERAL INFORMATION RETAINING WALL/BRIDGE 2 GENERAL LAYOUT PEDESTRIAN BRIDGE 2 DETAILS ABUTMENT DETAILS RETAINING WALL DETAILS NEW MERCER DITCH FLUME DETAILS PEDESTRIAN RAILING DETAILS (1 OF 2) PEDESTRIAN RAILING DETAILS (2 OF 2) EXCAVATION & BACKFILL DETAILS STRUCTURE DESCRIPTIONS PEDESTRIAN BRIDGE 2 AT NEW MERCER DITCH /MAIL CREEK CONFLUENCE 120' -4" PREFABRICATED STEEL TRUSS BRIDGE, CONCRETE DECK, ON CAST -IN -PLACE ABUTMENTS OVER CONFLUENCE OF NEW MERCER DITCH AND MAIL CREEK WITHIN BNSF RAILROAD RIGHT-OF-WAY SOUTH OF HARMONY ROAD, FORT COLLINS, COLORADO 14' -0" WIDTH, RAILING TO RAILING (15' -0" OUT -TO -OUT) RETAINING WALL 1 AT NEW MERCER DITCH /MAIL CREEK CONFLUENCE CAST -IN -PLACE CONCRETE RETAINING WALL (LENGTH = 75' -0"; HEIGHT VARIES FROM 13'- 1 1 3/s " TO 17' -7 �/4 ") LOCATED AT NEW MERCER DITCH/MAIL CREEK CONFLUENCE WITHIN BNSF RAILROAD RIGHT-OF-WAY SOUTH OF HARMONY ROAD, FORT COLLINS, COLORADO RETAINING WALL 2 AT NEW MERCER DITCH /MAIL CREEK CONFLUENCE CAST -IN -PLACE CONCRETE RETAINING WALL (LENGTH 31 '-0"; HEIGHT VARIES FROM 6' -35/a" TO 7' -0") LOCATED AT NEW MERCER DITCH/MAIL CREEK CONFLUENCE WITHIN BNSF RAILROAD RIGHT-OF-WAY SOUTH OF HARMONY ROAD, FORT COLLINS, COLORADO PFELSBURG rIHOLT & ULLEVIG I Computer File Information 0 O 0 Index of Revisions )car ----_— 19i _`F_ir 1 -1 T H citcorFortc°t>>ns COLORADO PDEPARTMENT CITY OF FORT COLLINS OF TRANSPORTATION - -_- -_ - Fi L[ Region 4 DJM As Constructed MASON STREET/HARMONY ROAD/ FOSSIL CREEK BIKE/PEDESTRIAN GENERAL INFORMATION Project No./Code Creation Date: 08/17/03 Initials: WJM No Revisions: AQC M455-056 Last Modification Date: 04/15/04 Initials: rod Full Path: I:\02181\Acad\Final Trail Design\Sheet Revised: Designer: B. MARCATO 13647 Drawing File Name: B02181INF01.DWG Detailer: P. HELM Void: Sheet Number 14 Acad Ver. 2000i Scale: VARIES Units: ENGLISH Sheet Subset: BRIDGE Subset Sheets: 31 of 9 - � G1 - 296 rw 4j _ r END RETAINING WALL 1 - WALL STA. 1 +75.00= MASON TRAIL STA. 132+72.61 13.00' LT. EXISTING IRRIGATION 57'± - REMOVE SLOPE PIPES P RA TEL I BEGIN RETAINING WALL 2 LAPAVING, REPLACE SLOPE z WALL STA. 1 +00.00, PRC STA. 1 +28.28 PAVING IN FRONT OF -'I N 107734.77 PT STA. 1 +46.88 N 107688.24 ABUTMENT 2 AFTER { E 193764.87 N 107706.65 E 193761.94 ABUTMENT IS CONSTRUCTED. - -- -- -- E 193764,31 r T - - - -- - - - -- 56' - EXISTING BOX -- -- l PT STA. 1+12.00 SHORING CULVERT AND PROPOSED TRAIL EXISTING BNSF R.O.W. N 107745.54 SERVICE ROAD (AREA 1) WINGWALLS (TO REMAIN) EASEMENT EXISTING TELEPHONE E 193770.16 LINE (PROTECT A o 132+00 + 131 +00 130+00 Q ~ - - - *BORIN 1 I N01052' 35"E 0 w `., Ln 134+00 w %` CURVE - �.___. *BORING 2� cn �- N w < MASON TRAIL -_. -- -- - -- -tCONTROL // �� FENCE_VE 2�-_ --'`_B.F. ABUT. 1 CUR oSTA. 130+68.07 NEW FENCES --------� REMOVE AND REPLACE �, -= � _ - _ _--- __ - __ _- -- = - MASON TRAIL HORIZ. O_Z` PORTION OF CONCRETE B.F. ABUTLINE Q FLUME, SEE SHT. B6 STA. 131EXISTING SLOPE = END RETAINING WALL 2 O WALL STA. 1 +31.00 FOR DETAILS - --- PAVING (TO REMAIN) PROPOSED TRAIL T- - PT STA. 1 +17.50 C, PERMANENT EASEMENT'II MASON TR. STA. 133+05.79 N 107751 .04 �� RETAINING WALL �� BEGIN RETAINING WALL 1 0 9.47' LT. WALL STA. 1 +00.00= I 1 E 193770.27 LAYOUT LINES --F, - I - N 107763.81 o y� (FRONT FACES OF C,� MASON TRAIL STA. 131 +97.07 c� E 193765.90 WALLS 1 & 2 �" 9.00' LT. EXISTING If2RiGAT10N _ ) P PROPOSED TRAIL LATERAL MANHOLES _ - - - _ _I - � N 107660.19 TEMPORARY EASEMENT of - d v - -- - - E 1193-758.a7 - - (TO REMAIN) PC STA. 1 +07.12 L NEW MERCER LEGEND / DITCH EXISTING N 193757. 1 I CONCRETE E 13759.10 TEMPORARY WETLANDS TAKE FLUME / PERMANENT WETLANDS TAKE EXISTING WETLANDS / Y BURLINGTON NORTHERN (Sr- SANTA FE RAILROAD z� C� - - SEE SHEET B3 FOR GEOTECHNICAL BORING INFORMATION \ \ I RETAINING WALL CURVE DATA: PLAN CURVE n DATA CURVE(L DATA VERTICAL PICKETS SPACED FOR = 11 39' 26.7" 0 = 12'23' 24.9" RETAINING WALL 2 7' -0" ABUTMENT MAX. GAP OF 4" (PROVIDED BY Dc= 55'05' 31 .5" Dc= 66'37' 22.8" 31 ' -0" CAST -IN -PLACE WINGWALL (TYP.) BRIDGE MANUF.) R = 104.00' R = 86.00' CONCRETE RETAINING WALL RETAINING WALL 1 0100 PER ORIGINAL L = 21.16' L = 18.60' 75' -0" CAST -IN -PLACE CONCRETE CONSTRUCTION DRAWINGS 13 -6 T = 10.62' T = 9.34' ' " 1 12' -0" (MEASURED ALONG LAYOUT LINE) B.F. ABUT. 2 (DREXEL BARRELL 1985) EL. 5036.62 EL. = 5025.00 100' T.O. WALL B.F. ABUT. 1 122' -0" (B-F. TO B.F. ABUTMENT) 0o V.C. 00 0 75' EL. 5040.00 T.O. WALL CONTROL JOINT SPACING 0 10" 10" 5050 Ln o U-i Ln 0 � 0o V.C. 5050 TRAIL EL. 5039.30 SEE SHT. B5 FOR DETAILS 120' -4' PREFABRICATED + TRUSS BRIDGE EL. 5035.101 N r7 r\ o r` -- -040 + C� + `n f' o 0 0 FINISHED 19' -6 18 -6' 18 -6' 18' -6 Ilt N 10 - � � o + + GRADE �l� I i � - - - -- - - ' I,I -- TTT 'I T� jI - _ I T I TI o o `0 0 + `° N N o0 5040 T.O.E OFO 0TING f� 00 Ili 'i !' �� - _ �- J- J-_�- 1 0_ W a_J a-J o� N0 38�g W W � w 5030 T.O. FOOTING T.O. WALL 5030 o 7 U T.O. FOOTING EL. 5021.00 EL. 5037.90 LOW CHORD �_ EXISTING BOX EL. 5033.00 _ EL. 5033.10 0 5% 1 245,% w w EL.L 5020.00+VERT ERT 5020 0 1.245% BEND IN 1.0007 5020 WALL T.O. FOOTING `n ram- 0 RE -BUILT EXISTING SLOPE EXISTING SLOPE EL. 5023.00 + � LOCATION o EXISTING CONCRETE n r) o EXPANSION T.O. FOOTING PAVING BEYOND 15' -0" 26' -0"± 15' -0" PAVING (TO REMAIN) o OF BRIDGE MANHOLES (TO FLUME Un 0 `� JOINT. SEE SHT. EL. 5025.00 (TO REMAIN) EXISTING EXISTING EXISTING + 4 REMAIN). T.O. EXPANSION w 00 roo MANHOLE EL. B5 FOR DETAIL. WINGWALL BOX CULVERT WINGWALL n 0 MANHOLE APPROX. EXISTING GROUND JOINT, SEE SHT. 24"0 CAISSONS AT ELEVATION/ FINISHED GRADE B5 FOR DETAIL NORTH ABUTMENT � w 133+00 AT FRONT OF WALL 132+00 131+00P.I FELSBURG & PROFILE GRADE DIAGRAM ELEVATION AT RETAINING WALL PEDESTRIAN BRIDGE 2 ULLEVIG Computer File Information Index of Revisions a �c�l As Constructed MASON STREET/HARMONY ROAD/ Project No./Code Creation Date: 08/05/03 Initials: WJM ----- FOSSIL CREEK BIKE/PEDESTRIAN IF, fi-PII'F- No Revisions: RET. WALL/BRIDGE 2 GENERAL LAYOUT AQC M455-056 Last Modification Date: 06/02/04 Initials: WJM c,t ,rF°tc'°lhts COLORADO DEPARTMENT CITY OF FORT COLLINS OF TRANSPORTATION Designer: B. MARCATO Full Path: I:\02181\Acad\Final Trail Design\Sheet LL_ - E I I_ - F-- - _ Revised: g 13647 LE - Drawing File Name: B02181 GLA01 .DWG Detailer: P. HELM � � = I I _ - _ _ - Acad Ver. 2000i Scale: VARIES Units: ENGLISH Region 4 DJM Void: Sheet Subset: BRIDGE Subset Sheets: B2 of 9 Sheet Number 1 rJ - -I =I I w 1 7 A L b 1 4ft 0 V e_' U 1 1 1 1 1 1 Lj w w I z 0 a w J w 5040 503° 503C 502_` 502C 5015 5010 5005 NORTH STRUCTURE BORING 1 BORING 2 EL.=5038' EL.=5034' 44/12 9/12 WC=12.5 DD=105., -200=61 LL=30 PI=16 50/3 50/4 50/2 24/12 18/12 WC=8.2 DD=111.5 -200=38 LL=29 PI=14 25/12 WC=7.8 DD=1 16.0 5040 5035 5030 5025 —{ m LEGEND ® TOPSOIL. CLAY (CL), LEAN, SANDY, STIFF TO HARD, DRY TO MOIST, BROWN. CLAYEY SAND (SC), INTERLENSED WITH CLAYEY GRAVEL, MEDIUM DENSE, DRY TO MOIST. GRAVEL (GP), POORLY GRADED, INTERLENSED WITH CLAYEY SAND AND GRAVEL, 0 MEDIUM DENSE, MOIST TO WET. SANDSTONE BEDOCK, WEAKLY TO WELL CEMENTED, INTERLENSED WITH CLAYEY SANDSTONE, -;: HARD TO VERY HARD, MOIST, GRAY -RUST MOTTLED. DRIVE SAMPLE, 2-INCH I.D. CALIFORNIA LINER SAMPLE. 44/12 DRIVE SAMPLE BLOW COUNT. INDICATES THAT 44 BLOWS OF A 140-POUND HAMMER FALLING 30 INCHES WERE REQUIRED TO DRIVE THE SAMPLER 12 INCHES. 1 DEPTH TO WATER LEVEL AND NUMBER OF DAYS AFTER DRILLING MEASUREMENT WAS MADE. -� DEPTH AT WHICH BORING CAVED. m 24/12 5020 m NOTES 1. THE EXPLORATORY BORINGS WERE DRILLED ON AUGUST 6 AND 7, 2003 WITH A 4-INCH DIAMETER CONTINUOUS FLIGHT POWER AUGER. 2. THE LOCATIONS OF THE EXPLORATORY BORINGS WERE MEASURED APPROXIMATELY BY TAPING FROM FEATURES SHOWN ON THE SITE PLAN PROVIDED. 5015 3. THE ELEVATIONS OF THE EXPLORATORY BORINGS WERE OBTAINED BY INTERPOLATION 15/12 BETWEEN CONTOURS ON THE PLAN PROVIDED. 4. THE EXPLORATORY BORING LOCATIONS AND ELEVATIONS SHOULD BE CONSIDERED ACCURATE ONLY TO THE DEGREE IMPLIED BY THE METHOD USED. 5. THE LINES BETWEEN MATERIALS SHOWN ON THE EXPLORATORY BORING LOGS REPRESENT THE APPROXIMATE BOUNDARIES BETWEEN MATERIAL TYPES AND THE TRANSITIONS MAY BE 50/4 5010 GRADUAL. 6. GROUND -WATER LEVELS SHOWN ON THE LOGS WERE MEASURED AT THE TIME AND UNDER CONDITIONS INDICATED. FLUCTUATIONS IN THE WATER LEVEL MAY OCCUR WITH TIME. 7. LABORATORY TEST RESULTS: WC = WATER CONTENT %) (ASTM D 2216); DO = DRY DENSITY (pcf) (ASTM D 2216); 5005 -200 = PERCENTAGE PASSING NO. 200 SIEVE (ASTM D 1140); ILL = LIQUID LIMIT (%) (ASTM D 4318); PI = PLASTICITY INDEX (%) (ASTM D 4318). GEOTECHNICAL BORING INFORMATION (PROVIDED BY KUMAR AND ASSOCIATES) 4" MIN. C.I.P. CONCRETE DE DECK FORS DECK STRINGERS F.F. OF 15' -0"t OUT -TO -OUT - 14' -0" q BRIDGE, & MASON TRAIL HCL 7' -0» 1 7' -0» BICYCLE RUB RAIL (TYP.) VERTICAL PICKETS SPACED FOR MAX. GAP OF 4" STEEL TOE PLATE (TYP.) * 4" CAST -IN -PLACE CONCRETE DECK Jill PROFILE GRADE '/4" X 6" ',ES @ 450 L 3x3x'/4 FOR LENGTH OF BACKWALL (TYP.) 1i2 "x 4" HEADED ANCHOR STUD FIELD WELDED TO 4NGLE, SPA. @ 12" (TYP.) FO BE PLACED DURING CONSTRUCTION OF BACKWALL B.F. OF ABUT. ING DETAILS PER ABRICATED BRIDGE IFACTURER JOINT COVER PLATE DETAIL NOTE: COVER PLATE SHALL BE SUPPLIED BY PREFABRICATED BRIDGE MANUFACTURER AND FIELD WELDED AS SHOWN I VARIES �-� LOCATION OF FUTURE 3"0 ELECTRICAL CONDUIT FOR LIGHTING (TO BE PROVIDED BY CITY _ — OF FORT - — COLLINS) BNSF R.O.W. EXISTING CURB AND GUTTER , SERVICE ROAD Im ---------- -- 0 — -_ * N CONCRETE DECK DESIGN TO BE BOTTOM BRACING PROVIDED BY BRIDGE MANUFACTURER. DECK CONCRETE COST SHALL BE EXISTING SLOPE INCLUDED IN ITEM 601, CONCRETE PAVING (TO REMAIN�� CLASS D (BRIDGE). THE COST OF THE DECK REINFORCING SHALL BE INCLUDED IN THE COST OF THE CONCRETE. TYPICAL PEDESTRIAN BRIDGE SECTION (FACING NORTH) FELSBURG IHOLT & ULLEVIG Computer File Information Index of Revisions - )01 As Constructed MASON STREET/HARMONY ROAD/ Project No./Code Creation Date: 08/21/03 Initials: PRH C= _— _ FOSSIL CREEK BIKE/PEDESTRIAN 0 COLORADO DEPARTMENT No Revisions: PEDESTRIAN BRIDGE 2 DETAILS AQC M455-056 Lost Modification Date: 04/16/04 Initials: RAID 0 CITY OF FORT COLLINS _ OF TRANSPORTATION - Full Path: I:\02181 \Acad\Final Trail Design\Sheet Revised: Designer: B. MARCATO 13647 = _ E = i _ - - - = - - - Drawing File Name: B02181 MSC01 .DWG Detailer: P. HELM F = Region 4 DUM Void: Sheet Number 16 Acad Ver. 2000i Scale: VARIES Units: ENGLISH Sheet Subset: BRIDGE Subset Sheets: B3 of g G I - I y 6 v ABUT. & �- BRIDGE 2' -2' EL. 5036.62 @ABUT. 2 ABOVE BEARING SEAT BELOW BEARING SEAT #4 @ 1 ' -0" 1 ' -4" 10" EL. 5035.10 @ ABUT. 1 3' -6" 6' -0" 6' -0" 3' -6" #4 J @ 6„ 1 ' —0" 1 ' —0" 1 —0 ANCHOR BOLT GROUP/CAISSONS �/2 " x 2" COMPRESSED SETTING PLATE PROVIDED (TYP.) BY PREFABRICATED 9 7 CONCRETE JOINT MATERIAL #5 @ 1 ' —p„ (TYP.) FOOTING BELOW BRIDGE MANUFACTURER---,,,,T1/2 " EXPANSION JOINT :4E��ZIIENT MATERIAL (TYP.) 0 I - z 24" 0 CAISSONS #5 @ 1 ' -0" (TYP.) o #4 @ 1 ' -0" (4 TOTAL) N Q `n E' Q #4 @ - c� N EDGE ANGLE, SEE JOINT COVER � 1 ' -0" 3" O DRAIN HOLES ■ I PLATE DETAIL ON SHEET B3 z'� ^ q BRG. ABUT. 2 #4 @ _ �� _ - w 3 4 @ 1 0 IN BACK WALL T ABUT. - , „ A BU 2 ONLY # a- ( ) STA. 131 +88.65, 1 -0 - o ` B.F. OF ABUTMENT q BRG. ABUT. 1 5-#5 CONT. N 1 ' -2» STA. 130+69.49 #4 �� @ 1 ' -0" #4 L @ 1 ' -0" I i� c� B A 2' -0" 4' -0" F.F. OF CD Ln JO (TYP.) ' -0 � ABUTMENT #4 @ 1 '-0" EACH FACE m O B.F. OF ABUTMENT o � z #4 @ 1 ' -0" 1 CUBIC FOOT OF FILTER _ ■ U MATERIAL WRAPPED IN FILTER 0 v CLOTH SECURELY TIED AT N Q i- _ _ _ _ #4 @ 1 ' -0" 1 ' -0" TEACH DRAIN HOLE ) N . `� EACH WAY l 3" O DRAIN HOLES CD = 1 ' ' ' ' ' rn (AT ABUT. 2 ONLY) o 2-3/4„0 ■ F ANCHOR RODS F.F. OF ABUTMENT o ■ 51/2 BA TRAIL HORIZONTAL CONTROL LINE FOOTING OOBOTTOM OF 6" 10" 8' —2" 9' —0" 6" CORRUGATED #4 % 1 ' —0" TYP' PAPER VOID #6 @ 6" EACH WAY, ABOVE BRIDGE 18' _p" MATERIAL (EXCEPT TOP & BOTTOM BEARING AT CAISSONS) (AT CAISSON 19' —0" ABUTMENT 2 ONLY) REINFORCING EI NEW MERCER /MAIL BRIDGE ■ CONTRACTOR SHALL VERIFY ANCHOR ABUT. C2ISONOLY, SEE BOLT SIZE, LOCATIONS, DIMENSIONS, DETAILS THIS SHEET ABUTMENT 2 PLAN AND ELEVATIONS WITH PREFABRICATED (ABUTMENT 1 SIMILAR, BUT WITHOUT CAISSONS) BRIDGE MANUFACTURER ABUTMENT 2 SECTION BA ABUT. & (� BRIDGE (ABUTMENT 1 SIMILAR, BUT WITHOUT CAISSONS 10" 8' -2" 8' -2" 10" AND CORRUGATED PAPER VOID MATERIAL) 1 '-2" 1 2' -4„ 4" SQUARE BLOCKOUT FOR TOP OF WINGWALL EL. 5037.90 @ ABUT. 2 EL. 5036.10 @ ABUT. 1 ■ 2-3/4 "0 ANCHOR RODS (A307) TYP. 0 1 0 I � O �O TOP OF FOOTING 1 EL. 5021.00 @ ABUT. 2 EL. 5030.10 @ ABUT. 1 H 6" CORRUGATED PAPER VOID MATERIAL (EXCEPT AT CAISSONS) (AT ABUTMENT 2, ONLY) 1 ' —33/8 " @ ABUT. 2, 1 ' —0" @ ABUT. 1 INSIDE FACE OF THICKENED `n WINGWALL, BEYOND _I ■ N ■ ■ 24"0 CAISSONS (TYP.) TOP OF BACKFACE ABUTMENT WALL BRIDGE BEARING SEAT FUTURE ELECTRICAL CONDUIT FOR LIGHTING ON EAST END OF EACH CD ABUTMENT. PROVIDE 2" OF UNREINFORCED CONCRETE AT FRONT WALL OF ABUTMENT, BACKED BY STYROFOAM TO ALLOW BLOCKOUT TO BE CHIPPED OUT IN THE FUTURE. _ 6" (TYP.I NOTE: EXPOSED CONCRETE SURFACES OF ABUTMENTS AND WINGWALLS SHALL RECEIVE A STRUCTURAL CONCRETE COATING AS SPECIFIED IN THE GENERAL NOTES. WINGWALL THICKNESS VARIES FROM 1 ' —0" TO 2' —0" 1/2" x 2" COMPRESSED JOINT MATERIAL CONCRETE TRAIL 1/2" EXPANSION JOINT PAVEMENT MATERIAL (TYP.) #5j @ 1 ' —0" EE -= 0 E #4 J @ 11 -0„ z 6" 0 0 EACH@ WAY 0 —r r —r-1 -FIE_ #4 j L- @ 1 ' —0" #4 CONT. @ 1 ' —0" 94" nIA 8—#7 >> So EQUALLY `O.�%� SPACED #3 TIE (ROTATE SPLICES) TYPICAL CAISSON SECTION TOP OF FOOTING �co 0 I I _ c� a. z w J " O z I 0 2" MAX. EMBEDMENT #7 VERTICAL BARS )P OF -DROCK C ESTIMATED TIP T 24" DIA. EL. = 5007.0 ELEVATION NOTE: DUE TO HIGH WATER TABLE, CONTRACTOR SHALL ACCOUNT FOR POTENTIAL NEED FOR DEWATERING AND/OR CASING FOR CAISSON CONSTRUCTION. TYPICAL 24"0 CAISSON DETAILS I I 3' —6" 6' —0" CAISSON ABUTMENT (ABUTMENT 1 SIMILAR, 6' —0" 2 ELEVATION BUT WITHOUT CAISSONS 3' —6" ►ram .-� CAISSON @ 6" EACH -J WAY (TYP.) TYPICAL WINGWALL SECTION I rHOLTR& AND CORRUGATED PAPER VOID MATERIAL) ULLEVIG Computer File Information Index of Revisions - cur ___ As Constructed MASON FOSSIL STREET/HARMONY ROAD/ CREEK BIKE/PEDESTRIAN Project No./Code Creation Date: 08/20/03 Initials: PRH O c,cyorFortcoums FF-F71`'" F-P1 P•"' COLORADO DEPARTMENT No Revisions: ABUTMENT DETAILS AQC M455-056 Last Modification Date: 05/10/04 Initials: WJM CITY OF FORT COLLINS L_ __ - I - OF TRANSPORTATION r -LE Full Path: 1:\02181\Acad\Final Trail Design\Sheet Revised: Designer: B. MARCATO 13647 Drawing File Name: B02181ABT01.DWG Detailer: P. HELM 0 _ Region 4 DJM Void: Sheet Number 17 Acad Ver. 20001 Scale: VARIES Units: ENGLISH Sheet Subset: BRIDGE Subset Sheets: B4 of 9 (1 - 296 r- 1 ' -0" RE -ALIGNED CONCRETE FLUME SEE SHT. B6---\ 0 I 0 I om no WALL LAYOUT LINE (FRONT FACE OF WALL) 5' -0" PEDESTRIAN RAILING (STEEL) SEE SHT. B7 #4 @ 1'-6" 2-#5 CONT 1/2" EXPANSION JOINT MATERIAL BETWEEN WALL AND CONCRETE TRAIL PAVEMENT � I w > 0 w = J I J a 0 o- 1/2" EXPANSION LL JOINT MATERIAL FULL HEIGHT BETWEEN WALLS ly J U 1 r=: ---I 3' —0" 1 ' -0" WALL mg p I 100' -0" TO � BNSF TRACKS TRAIL WIDTH VARIES CONCRETE TRAIL PAVEMENT. SEE TRAIL PLANS FOR MORE INFORMATION. SLOPE VARIES L EXISTING GRADE #5 (x VARIES) @ 1 ' —6" 1 ' —0" (TYP.) (PAY LIMIT) #4 @ 1 ' —6" M FILTER MATERIAL a_ = (CLASS 8)(TYP.) NOTE: COST OF FILTER j MATERIAL (CLASS B) AND z 6" PERFORATED PVC II PIPE SHALL BE INCLUDED IN THE COST OF ITEM 206, STRUCTURE 6" PERFORATED PVC BACKFILL (CLASS 1). PIPE, SLOPED MIN. 2% EXISTING CONCRETE FLUME (TO BE REMOVED) —#8 @ 6" T.O. FOOTING EL. VARIES. SEE CD GENERAL LAYOUT. t:=11111111:zexif 3' -6"± I I fSHORING (AREA 1) �-#5 @ 1 ' -0" I I NOTE: EXPOSED CONCRETE #4 @ 1 ' -6" u SURFACES OF RETAINING WALLS 1 ' -4" 2' -4" 1 AND 2 SHALL RECEIVE A #4 @ 1 '-6 o STRUCTURAL CONCRETE COATING AS SPECIFIED IN THE GENERAL 9'-6" NOTES. THE RECONSTRUCTED CONCRETE FLUME SHALL NOT 12' -6" RECEIVE A STRUCTURAL CONCRETE COATING. RETAINING WALL 1 TYPICAL SECTION �EXISTING TYPE 3 GUARD RAIL EXISTING CURB AND GUTTER /SERVICE ROAD 3/4" CHAMFERS (TYP.)— • 6" CENTER BULB NEOPRENE WATERSTOP FROM TOP OF FOOTING TO 1'-0" BELOW TOP OF WALL 0 I - u • PROVIDE 3' -0" WIDE DRAINAGE GEOTEXTILE (CLASS A) @ JOINT FROM TOP OF FOOTING TO 1 ' -6" BELOW GRADE '*,�FRONT FACE OF PED. FRONT FACE OF RETAINING WALL BRIDGE ABUTMENT WINGWALL • 1/2 "x2" COMPRESSED JOINT—j MATERIAL, FULL HEIGHT • 1/2" EXPANSION JOINT. MATL. (NAIL IN PLACE) EXPANSION JOINT V ITEMS SHALL NOT BE PAID FOR SEPARATELY, BUT SHALL BE INCLUDED IN THE COST OF ITEM 601, CONCRETE CLASS D (WALL) 3/4" CHAMFER (TYP C^ C-^''c-) FRONT F PEDESTRIAN RAILING (STEEL) WALL LAYOUT SEE SHT. B7 LINE (FRONT FACE OF WALL) 1 ' -0" z I 2—#5 CONT. I #4 I I @ 1 -6 4:z2 CONCRETE PAVEMENT 1/2 " EXPANSION JOINT o MATL. BETWEEN WALL & CONCRETE TRAIL ''- w PAVEMENT - #5 - @ 1 '-0" > o #4 L @ 1 -6» _ off' 0 `0 2" CLR. #4 @ 1' -6" TOP = #4 @ 1 ' -6" TyP' AND BOTTOM J C° #4 @ 1, -0" o o' N _j FINISHED U GRADE 0 1 ' -0"H 11 - I - - I 1 -0 5' -0" IR BUTT EVERY U I HLK HORIZ. BAR AT FRONT WALL FACE CONTROL JOINT (WEAKENED PLANE) T.O. FOOTING I = n IC RETAINING WALL 2 TYPICAL SECTION P.A FELSBURG & ULLEVIG Computer File Information O Index of Revisions _ �u1 ____ COLOR DO DEPARTMENT CITY OF FORT COLLINS OF TRANSPORTATION rr - _ - - F � - _ _ - =i - - - - -' r - Region 4 DJM As Constructed MASON STREET/HARMONY ROAD/ FOSSIL CREEK BIKE/PEDESTRIAN RETAINING WALL DETAILS Project No./Code Creation Date: 06/17/03 Initials: WJM No Revisions: AQC M455-056 Last Modification Date: 04/16/04 Initials: RAID Full Path: I:\02181\Acad\Final Trail Design\Sheet Revised: Di ner: B. MARCATO g 13647 Drawing File Name: B02181 DETO1.DWG Detailer: P. HELM Void: Sheet Number 8 Acad Ver. 2000i Scale: VARIES Units: ENGLISH Sheet Subset: BRIDGE Subset Sheets: B5 of g 91 -- 296 1 ND 01 CV I PLAN M STANDARD PAGE NUMBER TITLE NUMBER M M-100-1 STANDARD SYMBOLS . 1 ED M-203-1 APPROACH ROADS 2 0 M-203-2 DITCH TYPES . . . . . . . . . . . . . 3 0 M-203-10 SUPERELEVATION CROWNED HIGHWAYS . . . . . . . 4 0 M-203-11 SUPERELEVATION DIVIDED HIGHWAYS SHOULDER PIVOT 5 0 M-203-12 SUPERELEVATION STREETS 6 ED M-203-13 SUPERELEVATION DIVIDED HIGHWAYS CENTER PIVOT 7 M M-206-1 EXCAVATION AND BACKFILL FOR STRUCTURES (2 SHEETS) 8-9 0 M-206-2 EXCAVATION AND BACKFILL FOR BRIDGES . . (2 SHEETS) 10-11 M-208-1 TEMPORARY EROSION CONTROL . . . . . . . (7 SHEETS) 12-18 E::] M-210-1 MAILBOX SUPPORTS (2 SHEETS) 19-20 M ii M-214-1 A A n 1 PLANTING DETAILS SHEETS) 22 21 24 [__1 M-506-1 2 1 ACTETE PAVEMENT�T jGI S GABIONS AND SLOPE MATTRESS . . . (5 25 ED M-510-1 STRUCTURAL PLATE CULVERT PIPE H-20 LOADING 26 0 M-601 —1 SINGLE CONCRETE BOX CULVERT (2 SHEETS) 27-28 ED M-601-2 DOUBLE CONCRETE BOX CULVERT . (2 SHEETS) 29-30 F-1 M-601-3 TRIPLE CONCRETE BOX CULVERT (2 SHEETS) 31-32 0 M-601-10 HEADWALL FOR PIPE CULVERTS . . . . . . . . . . . . 33 [:3 M-601-11 TYPE "S" SADDLE HEADWALL FOR PIPE CULVERTS . . . . 34 M M-601 —12 HEADWALLS AND CULVERT OUTLET PAVING 35 [:1 M-601 —20 WINGWALLS FOR PIPE OR BOX CULVERTS 36 0 M-603-1 METAL AND PLASTIC CULVERT PIPE . (2 SHEETS) 37-38 M M-603-2 REINFORCED CONCRETE PIPE . . . . . . . . . . . . 39 M M-603-3 PRECAST CONCRETE BOX CULVERT 40 M M-603-10 CONCRETE AND METAL END SECTIONS (2 SHEETS) 41-42 M M-604-10 INLET, TYPE C 43 ED M-604-11 INLET, TYPE D 44 0 M-604-12 CURB INLET, TYPE R . . . . . . . . . (2 SHEETS) 45-46 0 M-604-13 CONCRETE INLET, TYPE 13 . . . . . . . . . . . . . . 47 M M-604-20 MANHOLES (3 SHEETS) 48-50 0 M-604-25 VANE GRATE INLET WITH FRAME (5 SHEETS) 51-55 AND CONCRETE APRON =:1 M-605-1 SUBSURFACE DRAINS 56 ED M-606-1 GUARDRAIL, TYPE 3, W—BEAM (15 SHEETS) 57-71 0 M-606-12 GUARDRAIL, TYPE 4, CONCRETE BARRIER . . . (2 SHEETS) 72-73 0 M-606-13 GUARDRAIL, TYPE 7, F—SHAPE BARRIER (4 SHEETS) 74-77 Computer Creation Date: Last Modification Date: Full Path: Drawing File Name: Acad Ver. 20001 File Information 08/14/03 Initials: SED 05/25/05 Initials: SPG I:\02181\Acad\Final Trail Design\Sheet M02181SPL01.dwg Scale: Units: ENGLISH Index of Revisions PLAN M STANDARD PAGE NUMBER TITLE NUMBER ED M-607-1 WIRE FENCES AND GATES (3 SHEETS) 78-80 M-607-2 CHAIN LINK FENCE (3 SHEETS) 81 —83 C] M-607-3 BARRIER FENCE . . . . . . . . . . . . . . . . . . . . . . . 84 C] M-607-4 DEER FENCE AND GATES . . . . . . . . . . . . (2 SHEETS) 85-86 C] 1=1 M-607-10 M 608 1 PICKET SNOW FENCE . . . . G.URB RAMPS (4 SHEETS) 87 88 = M-61 1 —1 CATTLE GUARD (2 SHEETS) 91 —92 = M-613-1 CONVENTIONAL HIGHWAY LIGHTING . . . . . . . (3 SHEETS) 93-95 = M-613-2 HIGH MAST LIGHTING (2 SHEETS) 96-97 0 M-614-1 RUMBLE STRIPS (2 SHEETS) 98-99 0 M-615-1 EMBANKMENT PROTECTOR, TYPE 3 100 = M-615-2 EMBANKMENT PROTECTOR, TYPE 5 101 M-616-1 INVERTED SIPHON . . . . . . . . . . . . . . . . . . . . . . . 102 C] M-620-1 FIELD LABORATORY, CLASS 1 . . . . . . . . . . . . . . . . . 103 C] M-620-2 FIELD LABORATORY, CLASS 2 104 0 M-620-11 FIELD OFFICE, CLASS 1 105 C] M-620-12 FIELD OFFICE, CLASS 2 106 C] M-629-1 SURVEY MONUMENTS . . . . . . . . . . . . (2 SHEETS) 107-108 THE STANDARD PLAN SHEETS INDICATED HEREON BY A MARKED BOX ARE TO BE USED TO CONSTRUCT THIS PROJECT. C�h- of Fort Collins CITY OF FORT COLLINS -,TI I LLE _-E --1 I i` IF .p. -q- COLORADO DEPARTMENT OF TRANSPORTATION F F __LE - - Region 4 PJG PLAN S STANDARD PAGE ED NUMBER TITLE Tvr�irni nn IISIE TOR INSTALLATIONS (5 NUMBER SHEETS) 109 113 S 612 1 �� O I � tC �CCII\C1\ � 0 S-614-3 CLASS E GROUND SIGN INSTALLATIONS . . . . 116 0 S-614-4 CLASS III SIGNS, SHEET ALUMINUM PANELS (3 SHEETS) 117-119 0 S-614-5 BREAK —AWAY SIGN SUPPORT DETAILS FOR GROUND SIGNS (2 SHEETS) 120-121 0 S-614-6 CONCRETE FOOTINGS AND SIGN ISLANDS FOR CLASS III SIGNS . (2 SHEETS) 122-123 O S-614-10 TYPICAL MARKER ASSEMBLY INSTALLATIONS . . . . . . . 124 =1 S-614-11 MILEPOST SIGN AND INSTALLATION . . . . . . . . . . . . 125 0 S-614-12 STRUCTURE NUMBER INSTALLATION 126 (BRIDGE INFORMATION SHEET) 0 S-614-14 FLASHING BEACON AND SIGN INSTALLATION (2 SHEETS) 127-128 0 S-614-20 TYPICAL POLE MOUNT SIGN INSTALLATION 129 0 S-614-21 CONCRETE BARRIER SIGN POST INSTALLATIONS . . . . . . 130 0 S-614-22 TYPICAL MULTI —SIGN INSTALLATIONS . . . . . . . . 131 O S-614-40 TYPICAL TRAFFIC SIGNAL INSTALLATION DETAILS (5 SHEETS) 132-136 0 S-614-50 OVERHEAD SIGNS MONOTUBE (12 SHEETS) 137-148 0 S-627-1 TYPICAL PAVEMENT MARKINGS (5 SHEETS) 149-153 M S-630-2 BARRICADES, DRUMS, CONCRETE BARRIERS (TEMP) & VERTICAL PANELS . . . . . . 164 0 S-630-3 FLASHING BEACON (PORTABLE) DETAILS 165 COLORADO DEPARTMENT OF TRANSPORTATION STANDARD PLANS LIST M & S STANDARDS OCTOBER 1, 2000 As Constructed MASON STREET/HARMONY ROAD/ FOSSIL CREEK BIKE/PEDESTRIAN No Revisions: STANDARD PLANS LIST Revised: Designer: SPG Detailer: JWW Void: Sheet Subset: Subset Sheets: SP-1 of PFELSBURG rIHOLT & ULLEVIG Project No./Code AQC M455-056 13647 11 Sheet Number 2 C1 - 296 'to N V EXISTING IRRIGATION 18" 0 RCP RETAINING WALL 2 EXISTING MANHOLES TO REMAIN FLUME EL. 5027.90f SHORING (AREA 1) PROPOSED PERMANENT EASEMENT EXISTING CONCRETE FLUME SECTION TO BE REMOVED SEE NOTES IN DETAIL 9 Q ' n'I RIPRAP (18 INCH) FLUME EL. 5023.75f EL. 5023.75t ■E ■E NEW MERCER DITCH FLUME RE —ALIGNMENT VARIES RETAINING #4 @ 1 ' -6" TOP AND BOTTOM I1 ' -d" (5' -0" MIN) 1 ' -0' WALL 1 ANCHOR INTO EXISTING SLAB A MIN. SEE PLAN REMOVE EXISTING CONCRETE FLUME OF 4" USING EPDXY ADHESIVE TO POINT SHOWN IN THE PLAN (HILTI HY-150 OR SIMILAR) n VIEW ON THIS SHEET. SAW CUT AT #5 I @ 1 ' -6" LOCATION SHOWN AND REMOVE AS - EXISTING REQUIRED. ROUGHEN REMAINING ri /-CONCRETE WALL SURFACES TO 1/4" AMPLITUDE FLUME TO AND CLAN OFF ALL DIRT. #4 @ 1 ' -6" EACH FACE 4 @ 1 ' -6" BE REMOVED LAPPED WITH TYPICAL WALL REINF. #5 @ 1 ' -6" ANCHOR INTO EXISTING WALL A MIN. o EACH WALL EACH FACE/z" EXPANSION OF 4" USING EPDXY ADHESIVE (HILTI (TYP.) JOINT MATERIAL HY-150 OR SIMILAR) FULL HEIGHT FLUME 10' -0" 2" CLR. BETWEEN WALLS 0 EL. 5025.50 P.) 4' _0„ (TY#5 @ 1 ' -6" CONCRETE CHANNEL FLUME o �� PG� #4 @ 1 ' -0" o f EL. VARIES J �NP� AT CURVED WALL FACE 1j 11 F 1 EXISTING GURH�� #4 @ 1 -6 2-#4 ___ ! �- CONT. FLUME RETE TYPICAL BOTTOM TOP OF FOOTING - -- SLAB REINF. EL. VARIES LLJ -- 1 ' -0" 5' -0" MIN. 1 ' -0„ a #4 (TYP.) (T(P.) NOTE: REMOVAL OF o -J l @ 1 ' -6., GEOTEXTILE — CONCRETE FLUME SECTION TYPICAL � 0 877 (DRAINAGE) WALL REINF. SHALL BE PAID FOR AS ITEM w 202, REMOVAL OF PORTIONS RIPRAP (CLASS A) o- (18 INCH) OF PRESENT STRUCTURE, B w B LUMP SUM.MG B SECTION( FELSBURG SECTION DETAIL B rIHOLT & ULLEVIG Computer File Information Index of Revisions As Constructed MASON STREET/HARMONY ROAD/ Project No./Code Creation Date: 08/22/03 Initials: PRH 0 ----- FOSSIL CREEK BIKE/PEDESTRIAN Last Modification Date: 06/02/04 Initials: WJM C,t,ofFortCo,,,ns —' No Revisions: NEW MERCER DITCH FLUME DETAILS AQG M455-056 COLORADO DEPARTMENT OF FORT COLLINS OF TRANSPORTATION CITY Full Path: I:\02181\Acad\Final Trail Design\Sheet 0 _ _ - Revised: Designer: B. MARCATO 13647 E - L F -LE - Drawing File Name: B02181 DET02.DWG 0 - i _ - �7 Detailer: P. HELM Acad Ver. 2000i Scale: VARIES Units: ENGLISH 0 Region 4 DJM Void: Sheet Subset: BRIDGE Subset Sheets: B6 of g Sheet Number 191 G-I - Z96 r V PEDESTRIAN BRIDGE ABUTMENT- O PEDESTRIAN BRIDGE 1 '-4" , 10" BEGIN RETAINING WALL 1 RETAINING WALL 1 POST 0 4'-0" O.C. (TYP.) VERT q POST _0" to 7' -0" WINGWALL END RETAINING WALL 1 BEGIN RETAINING WALL 2 �r POST POST 4' -0" O.C. TYP. 71/2 63/8 "f TO BEND IN RAIL RETAINING �-1_:_z��25°WALL 2 2 _ -- RAILING 10.5 j -- - - - J CDEXPANSION w I JOINT _INSIDE FACE OF MITRE AT BENDS BICYCLE RAIL >_ Q n RETAINING WALL IN RAIL (TYP.) m J 1/4" END PLATE INSIDE FACE 01 LL � SEE SHEET B8 FOR OF WINGWALL 4" MAX. 10" BICYCLE RUB RAIL ON PEDESTRIAN BRIDGE , 5'-4" END OF BRIDGE BACK FACE OF ABUTMENT 2 1'-71/2" O CD PEDESTRIAN RAILING L DETAILS FOR Q RETAINING WALL 2 w3 w 0 J �Q z� Cl) :2z oz ryQ Li w (0ly, PEDESTRIAN RAILING PLAN VIEW AT RETAINING WALL 1 ANCHOR PLATE DETAIL COST OF ANCHOR PLATES SHALL BE INCLUDED IN ITEM 601, CONCRETE CLASS D (WALL) J Q a- cz�l 1/4 " PLATE STEEL SUPPORT AT EACH POST 1/2 " SQUARE - STEEL BAR VERTICALS (TYP.) i� #3 AT EACH POST LOCATION - FRONT FACE OF RETAINING WALLS 1 & 2; OUTSIDE FACE OF WI NGWALLS --� RAILING BICYCLE RAIL 5 1/2 3/4 N J,i6 <TYP. 3/ 6 1 '-0" MIN. 1 1/2" DIA. STEEL PIPE (TYP.) z I I cv � Ln ANCHOR PLATE 3/8 "x6"x6" WITH 4-3/8"Ox4" HEADED STUD ANCHORS FINISHED GRADE PEDESTRIAN RAILING DETAIL 9„ END RETAINING WALL 1 ABUTMENT 2 WINGWALL RETAINING WALL 1 BEGIN RETAINING WALL 2 1 „ 1 4 1 /z 0 STEEL POST (TYP.) GAP PIPE RAILING VERT. TUBE (TYP.) POST (TYP.) 71/211 MEASURED ALONG 1 ' -7"f 2' -0" 4'-0" 19 SPA. @ 4'-0" MEASURED ALONG - - WINGWALL/RETAINING WALL = 76' -0" CE RETAINING WALL FRONT FACE OF /z SQUARE NOTE: PROVIDE SPLICES AT „ SEE SHEET B8 FOR BAR 1 �/2"0 MAXIMUM 20' -0" ON -CENTER ABUTMENT 4" 12 SPA. @ 4" 1 ' -7 1/2 STEEL BAR PEDESTRIAN RAILING SPACING ALONG LENGTH OF CD -' MAX. = 4' -0" (TYP.) VERTICALS (TYP.) ALL POSTS ARE RETAINING DETAILS OWALL 2 -li= _TE RAILING, AND AT LOCATIONS NEW MERCER/MAIL -' RAIL SPLICES IN VERTICAL (TYP.) SHOWN IN DETAILS CREEK PEDESTRIAN o TOP, BOTTOM, AND BRIDGE o BICYCLE RAILS PER RAIL SPLICE DETAIL v DETAIL THIS SHEET NOTES: - 1. THE CONTRACTOR SHALL FIELD -MEASURE THE WINGWALLS AND RETAINING Q m WALLS PRIOR TO FABRICATION OF PEDESTRIAN RAILING TO VERIFY DIMENSION -------------- --REQUIREMENTS. _F -- - - - CO 2. RAILING SHALL BE PAINTED THE COLOR "DARK BROWN", EQUIVALENT TO BICYCLE 0 I FEDERAL STANDARD 595B COLOR NO. 30045, AND IS TO BE SELECTED RUB RAIL m N NORTH - FROM TEST PANELS PROVIDED BY THE CONTRACTOR. - -- — „ 3. ALL PIPE SHALL BE 1 �/z 0 SCH. 40 STEEL PIPE CONFORMING TO ASTM A53, IF I �� EXPANSION JOINT TOP OF TYPE E OR S, GRADE B (fy = 35 ksi). _ - _ - - RETAINING WALL BIKE TRAIL SEE POST ANCHORAGE ON FINISHED GRADE 4. ALL OTHER STRUCTURAL STEEL SHALL BE ASTM A36 (fy = 36 ksi). WALL DETAIL, THIS SHEET ABUTMENT WINGWALL END OF ABUTMENT 5. PEDESTRIAN RAILING SHALL BE PAID FOR AS ITEM 514, PEDESTRIAN RAILING f_ WINGWALL (STEEL) ON A LINEAR FOOT BASIS. MgFELSBURG PEDESTRIAN RAILING (STEED ELEVATION AT RETAINING WALL 1 rIHOLT & (VIEW FROM BACK FACE OF WALL) ULLEVIG Computer File Information Index of Revisions a car As Constructed MASON STREET/HARMONY ROAD/ Project No./Code Creation Date: 08/22/03 Initials: SEH O ----- FOSSIL CREEK BIKE/PEDESTRIAN Last Modification Date: 04/16/04 Initials: RAID O CltcofFort Collins COLORADO DEPARTMENT No Revisions: PEDESTRIAN RAILING DETAILS (1 OF 2) AQC M455-056 CITY OF FORT COLLINS OF TRANSPORTATION Designer: B. MARCATO Full Path: I:\02181\Acad\Final Trail Design\Sheet - - r Revised: g 13647 - I I - FTH LLB --C -_' I Drawing File Name: B02181RAL01.dwg _! - =i -_ - Detailer: P. HELM Acad Ver. 2000i Scale: Units: ENGLISH Region 4 DJM Void: Sheet Subset: BRIDGE Subset Sheets: B7 of g Sheet Number 20 IL V I - L 7 0 V— v END RETAINING WALL 1 BEGIN RETAINING WALL 2 6s "± TO BEND IN RAIL AOST (�-pi DF BEG Zc BEND/ 2 IAA _ Tn Ir_�'2 5° SEE SHEET B7 FOR PEDESTRIAN RAILING DETAILS FOR RAIL SPLICES RETAINING WALL 1 PER DETAIL ON SHEET B7 EXPANSION JOINT BETWEEN WALLS cx, (o �v \ 0 4�rjN cw NOTES: 1. SEE SHEET B7 FOR TYPICAL PEDESTRIAN RAILING SECTION AND ELEVATION INFORMATION, AND ADDITIONAL DETAILS. pVV 2 �' ,6 � 2. THE CONTRACTOR SHALL FIELD —MEASURE THE WINGWALLS AND RETAINING WALLS PRIOR TO FABRICATION OF PEDESTRIAN RAILING TO VERIFY DIMENSION RE 8 \ REQUIREMENTS. �� i z EN gy2' VERTICAL TUBE 3. RAILING SHALL BE PAINTED THE COLOR SPECIFIED BY THE CITY OF FORT COLLINS , r AND SHALL MEET THE REQUIREMENTS DESCRIBED IN THE SPECIFICATIONS.- 4. ALL PIPE SHALL BE 1 1i2" SCH. 40 STEEL PIPE CONFORMING TO ASTM \ A53, 0 TYPE E OR S, GRADE B (fy = 35 ksi). 5. ALL OTHER STRUCTURAL STEEL SHALL BE ASTM A36 (fy = 36 ksi). 6. PEDESTRIAN RAILING SHALL BE PAID FOR AS ITEM 514, PEDESTRIAN RAILING (STEEL) ON A LINEAR FOOT BASIS. \ FENCE POST `0 pia" END PLATE /0� FRONT FACE �Oy2 0\NG �NJ RETAINING WALL 2 / 2' —10Ya" 2' —1OY4" \ IAN RAILING I \i N C BACK FACE OF MITRE AT BENDS RETAINING WALL IN RAIL (TYP.) FEEL) PLAN VIEW AT RETAINING WALL 2 IL WINGWALL END OF BRIDGE VERT. VERT. TUBE TUBE POST POST �— BACK FACE OF ` ABUTMENT MEASURED ALONG 1 ' —7"± 2'-0 4' —0" 2' —0" 8" WINGWALL/RETAINING WALL 5'-4" 1'-8" 1,-7/2„ i B OPPOSITE FRONT FACE OF ABUTMENT 4„ A HAND 12 SPA. @ 4" NEW MERCER/MAIL CREEK 1 ' —4" MAX. = 4' —0" (TYP.) I I 4 Q PEDESTRIAN BRIDGE z Q MAX. J Q 01 1/2" SQUARE STEEL BAR BICYCLE RUB RAIL ON PEDESTRIAN BRIDGE PLATEND INSIDE FACE 6' Lij o VERTICALS (TYP.) OF WINGWALL c� � — — — N -- -- BICYCLE — --- c� U \N > RAIL m/a" END PLATE — — PEDESTRIAN BRIDGE o N RAILING 10.5° BICYCLE 0 N RUB RAIL o M PEDESTRIAN 2 '0" BRIDGE ABUTMENT �TV��T• 4' —0' POST - SEE POST ANCHORAGE ON WALL DETAIL, THIS SHEET POST 'i VERT. TUBE VERT. TUBE ABUTMENT WINGWALL END OF ABUTMENT 1 1-4" 10" 7' —0" WINGWALL �— WINGWALL B P.A FELSBURG TYPICAL PEDESTRIAN RAILING (STEEL) PLAN AT BRIDGE ABUTMENT 2 EAST SECTION A IHOLT & WINGWALL AND ABUTMENT 1, BOTH WINGWALLS ULLEVIG Computer File Information Index of Revisions a 6�uT As Constructed MASON STREET/HARMONY ROAD/ Project No./Code Creation Date: 01/25/04 Initials: WJM 0 --- FOSSIL CREEK BIKE/PEDESTRIAN Last Modification Date: 04/16/04 Initials: RAID citcnrFortcon,ns COLOR DO PDEPARTMENT No Revisions: PEDESTRIAN RAILING DETAILS (2 OF 2) AQc M455-056 CITY OF FORT COLLINS OF TRANSPORTATION Designer: B. MARCATO Full Path: I:\02181\Acad\Final Trail Design\Sheet Revised: g 13647 F -- LC Drawing File Name: B02181 RAL01 .dwg Detailer: P. HELM Acad Ver. 2000i Scale: Units: ENGLISH - Region 4 DJM Void: Sheet Subset: BRIDGE Subset Sheets: B8 of g Sheet Number 21 n tj I — L y Q Li i J■ END C ABUTN WINGV� am A DI ITAACNIT 1 "1 FOOTING I ----I STRUCTURE EXCAVATI01 AT BRIDGE ABUTMENT TRAIL GRADING PLANE PAVEMENT ABUTMENT ----------- ----- - - STRUCTURE - - - - - - BACKFILL - - - - - - (CLASS 1 ABUTMENT— 1 ' -6" FOOTING STRUCTURE BACKFILL AT BRIDGE ABUTMENT GRADE PAY LIMIT FOR STRUCTURE EXCAVATION FINISHED GRADE 0 RE-ALIGNI CONCRETE FLUME EXISTING GRADE - BNSF R.O.W. ORING REA 1) STRUCTURE EXCAVATION EXCAVATION AT RETAINING WALL 1 AND DITCH FLUME RE -AL CONCE FLUME FINISHED GR, EXISTING TYPE 3 GUARD RAIL EXISTING CURB AND GUTTER /SERVICE ROAD EXISTING TYPE 3 GUARD RAIL EXISTING CURB AND GUTTER SERVICE ROAD ORING SEA 1) STRUCTURE BACKFILL STRUCTURE BACKFILL (CLASS 1) (CLASS 1) BACKFILL AT RETAINING WALL 1 AND DITCH FLUME EXCAVATION AND BACKFILL DETAILS LEGEND EXISTING GRADE \ RETAINING WALL 2 1 ' -6" _I I PAY LIMITS FOR STRUCTURE EXCAVATION EXCAVATION AT RETAINING WALL 2 RETAINING WALL 2 EXISTING GRADE �r:old a1:T=*3OLIVIAgo] ►a PAY LIMITS FOR STRUCTURE BACKFILL (CLASS 1) BACKFILL AT RETAINING WALL 2 - - - STRUCTURE BACKFILL (CLASS 1) FELSBURG HOLT & ULLEVIG Computer File Information O Index of Revisions nor a"`-`"-,,,-" I Citv of Fort Collins COLORADO DEPARTMENT CITY OF FORT COLLINS OF TRANSPORTATION - - -.- - - - F -- - --� - - F -L-E 1 _ F _ ! _ _ - - - -_ - - Region 4 DJM As Constructed MASON STREET/HARMONY ROAD/ FOSSIL CREEK BIKE/PEDESTRIAN EXCAVATION & BACKFILL DETAILS Project No./Code Creation Date: 08/21/03 Initials: PRH I No Revisions: AQC M455-056 Last Modification Date: 01/21/04 Initials: WJM Full Path: I:\02181 \Acad\Final Trail Design\Sheet Revised: Designer: B. MARCATO g 13647 Drawing File Name: B02181 EXC01 .DWG Detailer: P. HELM Void: Sheet Number 22 Acad Ver. 2000i Scale: VARIES Units: ENGLISH Sheet Subset: BRIDGE Subset Sheets: B9 of g _ - - - A G1 [V6 to CK CV f C.> TABULATION OF REMOVALS / RESETS STATION/LOCATION REMOVAL OF CURB AND GUTTER REMOVAL OF SIDEWALK REMOVAL OF CONCRETE MEDIAN COVER MATERIAL REMOVAL OF GUARDRAIL TYPE 3 RESET END ANCHORAGE LF SY SY LF EA PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL TRAIL STA. 127+36.79 (RT) TRAIL STA. 128+78.51 (RT) 10 10 68 33 8 -- — HARMONY ROAD CROSSWALK BIKE / PEDESTRIAN TRAIL 100 1 PROJECT TOTALS 88 33 8 100 1 INELSBURG (COLT & ULLEVIG Computer File Information O Index of Revisions cur ----- a cit�ofFort c„m�,s COLORADO DEPARTMENT OF TRANSPORTATION - CITY OF FORT COLLINS- 4 _ LE---C I IF - - F ---LE F' -'F [ ' - -1 -1 _ -- - F h-�,_ -' = Region 4 PJG As Constructed MASON STREET/HARMONY ROAD/ FOSSIL CREEK BIKE/PEDESTRIAN TABULATION OF REMOVALS Project No./Code Creation Date: 08/14/03 Initials: SED No Revisions: AQC M455-056 Last Modification Date: 01/19/04 Initials: SPG Full Path: I:\02181\Acad\Final Trail Design\Sheet Revised: Designer: SPG 13647 Drawing File Name: M02181TABO1.dwg Detailer: JMH Void: Sheet Number 23 Acad Ver. 2000i Scale: Units: ENGLISH Sheet Subset: Tabulations Subset Sheets: RT-1 of 1 G1 - 296 NO CV I r- V TABULATION OF SURFACING QUANTITIES LOCATION HOT BITIMINOUS PAVEMENT (PATCH ING)(ASPHALT) EMULSIFIED ASPHALT (SLOW SETTING) CONCRETE PAVEMENT (8 INCH) AGGREGRATE BASE COURSE (CLASS 6) CONCRETE PAVEMENT (10 INCH) COLD BITUMINOUS PAVEMENT (RECYCLED) TON GAL SY TON SY TON PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL HARMONY ROAD CROSSWALK TRAIL PARKING LOT BIKE / PEDESTRIAN TRAIL 20 10 66 20 425 80 972 - -- -- -- - - - - - -- - - ---- -- -- - - + I r ---- -- - - - - ----------- ------- -- ------------- - - -- + -- — -1 - — - --- - PROJECT TOTALS 20 10 66 445 80 972 MFELSBURG rIHOLT & ULLEVIG Computer File Information Index of Revisions - �c�l As Constructed MASON STREET/HARMONY ROAD/ Project No./Code Creation Date: 08/14/03 Initials: SED O ____ FOSSIL CREEK BIKE/PEDESTRIAN Last Modification Date: 01/19/04 Initials: SPG O """""`-P. °'`'' CdpofFortColl°1 COLORADO DEPARTMENT No Revisions: ABULATION OF SURFACING QUANTITIE AQC M455-056 Full Path: I:\02181\Acad\Final Trail Design\Sheet CITY OF FORT COLLINS OF TRANSPORTATION -- - _ - F-- Revised: Designer: SPG g 13647 i LL- --C — I - F -- - _ = - _ Detailer: JWW Drawing File Name: M02181 TAB02.dwg Acad Ver. 2000i Scale: Units: ENGLISH Region 4 PJG Void: Sheet Subset: Tabulations Subset Sheets: ST-1 of 1 Sheet Number 24 C1 - 296 4 11 G.]r TABULATION OF CURB AND GUTTER, BIKEWAY, SIDEWALK, RAMPS LOCATION CURB AND GUTTER - TYPE 2 CURB CONCRETE CURB RAMP CONCRETE BIKEWAY (6 INCH) CONCRETE SIDEWALK (6 INCH) MEDIAN EDGING SECTION I-B SECTION II-B SPECIAL LF LF LF SY SY SY LF PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN T FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL +--- -- HARMONY ROAD CROSSWALK -- 31 34 -------- ---- 47 — — - 28 - TRAIL PARKING LOT 121 1260 24 129 BIKE / PED. TRAIL STA. 127+36.79 (RT) 10 ---10 - - - ------------ - - 5 - 5 - - 4258 - - - -- -- - -- - -- - - -- - - BIKE / PED. TRAIL STA. 128+78.51 (RT)-- BIKE / PEDESTRIAN TRAIL -- ---- -- ---- ---- ----- - --- - - - ---- - --- -- ---- -- --- - ---- --- - - - - - --- - -- i - -- - - - -- - + - - - - - t - - - - t -- - 4 -- - - - - - -------- ---- ------ ---- PROJECT TOTALS 172 34 1260 -- 81 4258 129 28 -- Computer Creation Date: Last Modification Date: Full Path: Drawing File Name: Acad Ver. 20001 File Information 08/14/03 Initials: SED 01 /19/04 Initials: SPG I:\02181\Acad\Final Trail Design\Sheet M02181 TAB03.dwg Scale: Units: ENGLISH Index of Revisions - - O OCity of Fort Collins O CITY OF FORT COLLINS O - - E- cur COLORADO DEPARTMENT OF TRANSPORTATION F- Region 4 PJG As Constructed MASON STREET/HARMONY ROAD/ FOSSIL CREEK BIKE/PEDESTRIAN No Revisions: TABULATIONS Revised: Designer: SPG Detailer: JWW Void: Sheet Subset: Tabulations Subset Sheets: CGT-1 of FELSBURG 0"Ap IHOLT & ULLEVIG Project No./Code AQC M455-056 13647 1 Sheet Number 25 G1 - 296 TABULATION OF FENCING AND GENERAL ITEMS NO Oo N ir- v STATION/LOCATION FENCE COMBINATION WITH TREATED WOOD POST DELINEATORS BOLLARDS WATER SERVICE LF LF EACH EACH EACH PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL TRAIL PARKING LOT BIKE / PEDESTRIAN TRAIL 3066 34 2 1 - - ----- - - - - - - - - - --- - - --- - - - - - - -- - - - -- i -- PROJECT TOTALS 3066 34 2 1 P'A FELSBURG rIHOLT & ULLEVIG Computer File Information O O Index of Revisions �uT ____ a ciN(if Fort Collins COLORADO PDEPARTMENT CITY OF FORT COLLINS OF TRANSPORTATION i 1 _ _ - F LLE _,E - - r L-L - _ _ = - - _ _ - - Region 4 PJG As Constructed MASON STREET/HARMONY ROAD/ FOSSIL CREEK BIKE/PEDESTRIAN TAB OF FENCING & GENERAL ITEMS Project No./Code Creation Date: 08/14/03 Initials: SED No Revisions: AOC M455-056 Last Modification Date: 06/02/05 Initials: SPG Full Path: I:\02181\Acad\Final Trail Design\Sheet Revised: Designer: SPG g 13647 Drawing File Name: M02181 TA1304.dwg Detailer: SPG Void: Sheet Number 26 Acad Ver. 2000i Scale: Units: ENGLISH Sheet Subset: Tabulations Subset Sheets: CR-1 of 1 C 1 vp-- v K EYMAP IC ---$ - - k ._ - — 1_ [ - -- — - POINT TABLE POINT STATION NORTHERLY EASTERLY 1 99+50 104421 .8810 193712.0761 2 100+00 104471 .1576 193704.9902 CAUTION O SPECIAL ACTIVE A 24"x24" RAILROAD SPECIALSTAY OFF 8 24"x15 TRACKS BTNSf--- RA11 R-nA6 TI-Arwz - 1F f - - -E - -- I �-- - - 1 11 ,h TRAIL LIGHTING SHOWN FOR INFORMATION ONLY. TRAIL LIGHTS TO BE INSTALLED BY CITY OF FORT COLLINS PERSONNEL �� FUTURE TRAIL CONNECTION y TO FOSSIL CREEK TRAIL (NOT PART OF THIS PROJECT) L 1 STA. 99+50.00 — BEGIN BIKE/PED. TRAIL AND TRAIL FENCE (BNSF MILEAGE 69. CURVE TABLE CURVE ANGLE RADIUS C1 18°28' 57.03" 155' Computer File Information Creation Date: 07/21 /03 Initials: SYS Last Modification Date: 03/15/05 Initials: SPG Full Path: I:\02181\Acad\Final Trail Design\Sheet Drawing File Name: R02181 PLN01 .dwg 0 Acad Ver. 2000i Scale: Units: ENGLISH index of Revisions r o- � z Q 0 w Z o 2_z :2w 2� o-z � :2 w w tl w _ � w w �n Q N W ,a C ttc of Fort Colhtts CITY OF FORT COLLINS - I -r TI IE-E - - -- - - T - - - - F - - - - - - - -ff= - - - I� - dE - -r -0 - - - - - - - - - - 12' BIKE/PED. TRAIL O WITH 2' SHOULDERS O (WIDTH=16') TRAIL FENCE HORIZONTAL CONTROL O LINE (HCL) O EXISTING GUY WIRES TO - �D BY RELOCATED BY THE CITY OF FORT COLLINS UTILITIES Cif LEGE D TEMPORARY WETLANDS TAKE PERMANENT WETLANDS TAKE EXISTING WETLANDS TOP OF CUT TOE OF FILL CONCRETE PAVEMENT AGGREGATE BASE As Constructed PIT "'P "" No Revisions: COLORADO DEPARTMENT OF TRANSPORTATION F r = _ Revised: F -ELE _ Reqion 4 PJG Void: Q It T13NSF EAST J R/W LINE U Q u � Z MASON STREET/HARMONY ROAD/ FOSSIL CREEK BIKE/PEDESTRIAN TRAIL PLAN Designer: SPG Detailer: JWW PFELSBURG r4HOLT & ULLEVIG Project No./Code AQC M455-056 13647 Sheet Subset: Plan Subset Sheets: PL-1 of 71 Sheet Number 27 G1 - 29 t.3 G1 - 296 apt *:v SUMMARY OF APPROXIMATE QUANTITIES sk 9-4 V INDEX ITEM PLAN QUANTITY TOTAL PROJECT NO. CONTRACT ITEM UNIT QUANTITY BOOK PAGE SHEET PLAN AS CONST. PLAN AS CONST. PLAN AS CONST. 201 CLEARING AND GRUBBING LS 1 1 202 REMOVAL OF TREE EA 65 65 202 REMOVAL OF SLOPE AND DITCH PAVING SY 72 72 202 REMOVAL OF CONCRETE MEDIAN COVER MATERIAL SY 8 8 202 REMOVAL OF SIDEWALK SY 33 33 202 REMOVAL OF CURB AND GUTTER LF 88 88 202 REMOVAL OF PORTIONS OF PRESENT STRUCTURE LS 1 1 202 REMOVAL OF GUARDRAIL TYPE 3 LF 100 100 203 UNCLASSIFIED EXCAVATION (COMPLETE —IN —PLACE) CY 2472 2472 203 BLADING HR 16 16 206 STRUCTURE EXCAVATION CY 827 827 206 STRUCTURE BACKFILL (CLASS 1) CY 888 888 206 SHORING (AREA 1) LS 1 1 208 EROSION LOG (12 INCH) LF 110 110 208 SILT FENCE LF 588 588 208 CONCRETE WASHOUT STRUCTURE EA 1 1 208 STABILIZED CONSTRUCTION ENTRANCE EA 3 3 208 SEDIMENT REMOVAL AND DISPOSAL LS 1 1 208 EROSION CONTROL SUPERVISOR LS 1 1 210 RESET END ANCHORAGE EA 1 1 212 SEEDING (NATIVE) AC 2.1 2.1 212 SOIL PREPARATION (SPECIAL) AC 2.1 2.1 213 MULCHING (WEED FREE HAY) AC 2.5 2.5 213 MULCHING (WOOD CHIP) CF 846 846 213 MULCH TACKIFIER LB 375 375 214 LANDSCAPE MAINTENANCE LS 1 1 214 DECIDUOUS TREE (2 INCH CALIPER) EA 20 20 214 DECIDUOUS SHRUB (5 GALLON CONTAINER) EA 250 250 214 PERENNIALS (2.25 INCH POT) EA 650 650 214 BRUSH LAYER CUTTING EA 450 450 216 SOIL RETENTION BLANKET (STRAW/COCONUT) SY 45 45 217 HERBICIDE TREATMENT HR 16 16 250 HEALTH AND SAFETY OFFICER HR 20 20 304 AGGREGATE BASE COURSE (CLASS 6) TON 445 445 INFELSBURG rI & ULLEVIG Computer File Information Index of Revisions �c�r As Constructed MASON STREET/HARMONY ROAD/ Project No./Code Creation Date: 08/14/03 Initials: SED � ----- a FOSSIL CREEK BIKE/PEDESTRIAN Last Modification Date: 05/28/05 Initials: SPG O --1 F-PIH-Pp�°7r' Cit of Fort Collins COLORADO DEPARTMENT No Revisions: SUMMARY OF APPROXIMATE QUANTITIES AQC M455-056 0 CITY OF FORT COLLINS OF TRANSPORTATION — ! . F--__F_ Revised: Designer: g SPG 13647 Full Path: I:\02181\Acad\Final Trail Design\Sheet r_ { LL_,_-E _ i _ F __LE . - - F' '^ =i __ ` _ — Detailer: JWW Drawing File Name: M02181 SAQ01.dwg - -- Region 4 PJG Void: Sheet Subset: SOAQ Subset Sheets: SQ-1 of 3 Sheet Number) Acad Ver. 2000i Scale: Units: ENGLISH C1 - 296 WIIIIIIII` QI KEYMAP 0 0 0 00 LLJ z z LLJ LLJ < LLJ C"A BNSF RAILROAD TRACKS 2 rA __j 7 EL E _E Lo Ljj 12' BIKE/PED. TRAIL WITH 2' SHOULDERS (WIDTH=16') TRAIL FENCE HORIZONTAL CONTROL LINE (HCL Cn7== — - ----------- LIJ 0 + 0 0 + + 0 0 z + + 0 EXISTING PRIVATE STRUCTURE BNSF EAST WITHIN RAILROAD RIGHT—OF—WAY R/W LINE TO BE REMOVED BY OWNER OF STRUCTURE PRIOR TO TRAIL C—) THIS CONSTRUCTIONPROJECT) (NOT PART OF < I EXISTING STRUCTURE EXISTING STRUCTURE LEGEND TOP OF CUT TOE OF FILL LF z CONCRETE PAVEMENT 0 20 40 0 AGGREGATE BASE FELSBURG A M SCALE: 1 "=40' HOLT & ULLEVIG Computer File Information Index of Revisions As Constructed MASON STREET/HARMONY ROAD/ Project No./Code Creation Date: 07/21 /03 Initials: SYS FOSSIL CREEK BIKE/PEDESTRIAN `_I- T F -F,tPT h No Revisions: AQC M455-056 Lost Modification Date: 03/15/05 Initials: SPG CitN of Fort Collins COLORADO DEPARTMENT TRAIL PLAN OF TRANSPORTATION CITY OF FORT COLLINS Designer: SPG/SED 13647 Full Path: 1:\02181\Acod\Final Trail Design\S ee LL__-E I I- Revised: F __1_E Drawing File Name: R02181 PLN03.dwg Deta'ler: Jww rn Acad Ver. 20001 Scale: Units: ENGLISH F— I- I Region 4 pjG Void: Sheet Subset: Plan Subset Sheets: PL-3 of 71 Sheet Number 291 C1 - 296 %AD i N �4 1 - L y b 4u KEYMAP a- QCy- z w O Q''I a_ Uj w z w -- w, -F IF N TRAIL FENCE R/W LINE - - --- - - ---- -- BN S - RAILR- AD -TRACKS - z TRAIL LIGHTING SHOWN FOR INFORMATION w ONLY. TRAIL LIGHTS TO BE INSTALLED LLT 1BY 0f FORT COLLINS, PEP.SbN - - -- - - ,f -- - - - - - - - - - -- - - - - - -- - -,r Q - - - - - ,F - - - - -- -- - - E w 12' BIKE/PED. TRAIL WITH 2' SHOULDERS (WIDTH=16') HORIZONTAL CONTROL LINE (HCL) 0 0 + .+ O O EXISTING CHAIN LINK FENCE N + + N (DO NOT DISTURB) N N N STA. 120+23.30 — CONSTRUCT 8' WIDE TRAIL CONNECTION TO THE PROPERTY LINE (FIELD ADJUST LOCATION AS DIRECTED BY THE ENGINEER) THE PROPERTY OWNER TO PROVIDE ACCESS THROUGH THE FENCE AND CONNECTION TO THE PRIVATE PROPERTY. EXISTING STRUCTURE LEGEND ----- TOP OF CUT TOE OF FILL z POINT TABLE CURVE TABLE CONCRETE PAVEMENT - POINT STATION NORTHERLY EASTERLY CURVE ANGLE RADIUS 0 20 40 7 1 19+36.12 106400.9555 193754.3032 C4 24° 1 7' 1 1.54" 155' 8 120+01 .69 106464.8234 193741.8197 C5 24° 14' 08.83" 155' AGGREGATE BASE "=40' SCALE: 1 PFELSBURG �IHOLT & ULLEVIG Computer File Information O O Index of Revisions Sul ----- a-"` c,t „rF�Tcc�uns COLORADO DEPARTMENT CITY OF FORT-COLLINS COLLNS OF TRANSPORTATION _ I= - = - - _ — Region 4 PJG As Constructed MASON STREET HARMONY ROAD FOSSIL CREEK BIKE/PEDESTRIAN TRAIL PLAN Project No./Code Creation Date: 07/21/03 Initials: SYS No Revisions: AQC M455-056 Last Modification Date: 03/15/05 Initials: SPG Full Path: 1:�02181�Acad�Final Trail Design�Sheet Revised: Designer: SPG SED g / 13647 Drawing File Name: R02181 PLN05.dwg Detailer: JWW Void: Sheet Number 31 Acad Ver. 2000i Scale: Units: ENGLISH Sheet Subset: Plan Subset Sheets: PL-5 of 7 ►rii. M - Z9 V KEYMAP z W z Q 0-(if l k W- L 0-1- d L 0 (N< N L 77 CN Q I I T rK a- Q O n Lli L0 BNSF -PAI_RU,Q _TREKS--_- - r Z LJ �' - - -- - - --- - - - 1 - - _ - - --- T -- - T r - Q-- -'iE - -- - _ - --'iC - --- -- '_E-- - -- W 12' BIKE/PED. TRAIL WITH 2' SHOUI ULaS TRAIL FENCE - - '� - _ L E - I 1 I I ^ 1 r 1 _77— �- - C — r - - - - - 0-- - - — - ---1 C EXISTING CURB & GUTTER (DO NOT DISTURB) BNSF EAST R/W LINE I I I POINT TABLE POINT STATION NORTHERLY EASTERLY 9 129+ 19.08 107382.0577 193758.7639 I of w r- _ :D F-- CD § 8d a_ m Of � D U m Q_ D O (, Ld O LJ > a_ L-I a_ W �o + co N J T J Q c ~ z � z 6 r - _--- _--- �- - Ca T a_ U< ww U C� �O 0 zz C �W w�' > J a- U Z_ - W m O wO U ~ Z V Z of Q> �Q w J Q= M LLJ L) U wU o� - 00 CN TRAIL LIGHTING SHOWN FOR INFORMATION ONLY. TRAIL LIGHTS TO BE INSTALLED BY CITY OF FORT COLLINS PERSONNEL LEGEND O O TOP OF CUT TOE OF FILL CONCRETE PAVEMENT AGGREGATE BASE 0 m- �Q U � W I U O Lj0 0 o zz Q- M< 0o ao DLLJ U m >> a- U O (> Z_ Li 0 m > O W �O :2 a_ O F- LJ _Z � Z w L' LJ LQ§3� r- + LID Li J (-I= 00 Q w N J �� r Q U F () Cn SCALE: 1 .0 0 0 0 _z J INFELSBURG r4HOLT & ULLEVIG Computer File Information O 0 0 0 Index of Revisions Sul ----- ar'P -_"'" c,c „rF°rtc°"„s COLORADO DEPARTMENT CITY OF FORT COLLINS OF TRANSPORTATION - I - - -- F' TI- - F -'_LE - ICI I, - - =I - _ - Region 4 PJG As Constructed MASON STREET/HARMONY ROAD/ FOSSIL CREEK BIKE/PEDESTRIAN TRAIL PLAN Project No./Code Creation Date: 07/21/03 Initials: SYS No Revisions: AQC M455-056 Last Modification Date: 03/15/05 Initials: SPG Full Path: I:\02181\Acad\Final Trail Design\Sheet Revised: Designer: SPG/SED 13647 Drawing File Name: R02181PLN06.dwg Detailer: SYS Void: Sheet Number 32 Acad Ver. 2000i Scale: Units: ENGLISH Sheet Subset: Plan Subset Sheets: PL-6 of 7 C' - 296 N 1 C.b ti K EYMAP z o' Ld z Q 0 a- Of w z w LJ O LoQ La = O N W O rri w w w w CD U O 0 Fy Fh m m 0 0 0 0 _BNSF RAILROAD TRACKS -_-- -I w - --- �— o— --- - — Q J p— J 00 J O J V + Q + < z tZ O a _ F 7 w w LI_ 0 z ' Li z o z ~ a END FENCE AT END OF WALL w - � la --_ cn + HORIZO CONTROL LINE - RETAINING WALL - - - - - - --- - �fiRA1t E'No E - U) Ji LLJ E - - O- - U POINT TABLE POINT STATION NORTHERLY EASTERLY 10 132+04.08 107666.91 17 193768.0961 11 132+23.41 107686.0329 193770.6831 12 132+47.89 107709.8274 193776.4105 13 1 132+99.07 107761.0035 193777.4755 14 133+ 16.45 107776.9436 193770.5524 15 133+37.90 107797.8185 193766.4228 16 133+87.39 107847.3068 193767.3695 CURVE TABLE T 10 11 C6 - - -- - E TRAIL IG TING SHOWN FOR INFORMATION ONLY. TRAIL LIGHTS TO BE INSTALLED BY CITY OF FORT COLLINS PERSONNEL MAIL CREEK PEDESTRIAN BRIDGE (SEE BRIDGE NO. 2 PLANS) CURVE ANGLE RADIUS C6 1 1'39' 26.69" 95' C7 24'34' 20.12" 50' Computer File Information Creation Date: 07/21 /03 Initials: SYS 0 Last Modification Date: 03/15/05 Initials: SPG 0 Full Path: I:\02181\Acad\Final Trail Design\Sheet Drawing File Name: R02181 PLN07.dwg Acad Ver. 2000i Scale: Units: ENGLISH Index of Revisions 0 �� II II I' II I _ O O INSTALL ENHANCED CROSS -WALK (SEE HARMONY CROSSING PLAN). I 12' BIKE/PED. TRAIL I•' j : a ..: t I. WITH 2' SHOULDERS — I I R= 10- 12 3 STA. 132+39.47 TO STA. 133+01.84 - MATCH (ATTACH) TRAIL WITH BACK OF EXISTING CURB. SLOPE TRAIL .02FT./FT. TOWARD CURB (TO EAST), (SEE WALL PLANS). REMOVE 100' OF GUARDRAIL AND RESET END ANCHORAGE AT STA. 132+25 (RT) LEGEND TEMPORARY WETLANDS TAKE — — — — — PERMANENT WETLANDS TAKE EXISTING WETLANDS , of Fnrt ColUns CITY OF FORT COLLINS _- LL i TOP OF CUT TOE OF FILL R= 3.5' TRAIL FENCE CONCRETE PAVEMENT AGGREGATE BASE As Constructed —T F No Revisions: COLORADO DEPARTMENT OF TRANSPORTATION - - _ Revised: r --_� Region 4 PJVoid: G - � I I r' -STA. �33-+87.39- MATCH BIKE/PED. TRAIL WITH EXISTING SIDEWALK. (BNSF MILE POST 6977) � I I IKE BIKE = I I B I MASON STREET/HARMONY ROAD/ FOSSIL CREEK BIKE/PEDESTRIAN TRAIL PLAN Designer: SPG/SED Detailer: SYS J L � r 0 73 FELSBURG HOLT & ULLEVIG Project No./Code AQC M455-056 13647 Sheet Subset: Plan Subset Sheets: PL-7 of 7 Sheet Number 33 dr 1 — 296 c.� U ti 5000 . LOW 0 PROFILE GRADE LINE (PGL) AT H RIZONTAL CONTROL LINE (HCL) o (TYPICAL ON ALL SHEETS) U D 0_ Z O U O J O � O � +O O M Cn Q� (n J 150.00' O O N �} O O 00 O O O p r7 Occ � O u� Ln LC + 00 I-, Iq r rl- S J a_ W 00 Q) + -t C 0)1�4- 0000 4 CXD O 6 0) 0 _ W U J 0 W W —0.600% O 70)111- Oo O� u) + 00 REGRADE EXISTING GRC LIND °' °' TO MATCH END OF TRA L > J 0_ W 99 100 101 102 103 W z_I J U Q 5000 i • 091 SCALE: HOR. 1 "=40' P.A FELSBURG VERT. 1 "= 4' gOLT & ULLEVIG Computer File Information Index of Revisions ----- 67)o7 a"""" -- cd'ot'Fortcouins COLORADO DEPARTMENT CITY OF FORT COLLINS OF TRANSPORTATION - - - = _ - - _- - - -F= L _ F' '- - = - - - _ F - Region 4 PJG As Constructed MASON STREET/HARMONY ROAD/ FOSSIL CREEK BIKE/PEDESTRIAN TRAIL PROFILE Project No./Code Creation Date: 07/22/03 Initials: SYS No Revisions: AQC M455-056 Last Modification Date: 03/15/04 Initials: SPG Full Path: I: 02181 Acad Final Trail Desi n Sheet 9 Revised: Designer: SPG SED 9 / 13647 Drawing File Name: R02181 PR001.dwg Detailer: SYS Void: Sheet Number 34 Acad Ver. 2000i Scale: Units: ENGLISH Sheet Subset: Profile Subset Sheets: PR-1 of 7 C1 - 296 5010 5010 BIKE / PEDESTRIAN BRIDGE OVER REDTAIL POND PROFILE GRADE LINE (PGL) AT w HORIZONTAL CONTROL LINE (HCL) w (TYPICAL ON ALL SHEETS) 0 ix 0 0 r E m m = 0"t LC)M _ + 0) Q � 5000 5000 0 0 > a_w 00+ �± 100.00' LIDc° 0, + rn Ln Loo oOD 0 + 00 0� a � 0 M J 0 ro LO + 0 W W 100.00' + 0) Ln 00) 0') It 00 Q � o 0 0- S 000 O0 It � � 0 O 000 N 0 r 0+0 0 0) Q U7 + � N O + co O 00 � W z r70) �� J =w 0 O� �� r +°� �0 a-w w >J N� �w o� �� z ow + LO _ 00) 5 � a_w ow a_w 0.8337 _ U 4990 4990 Q 0 00 00 +� `n 0') 0 0) REDTAIL POND > J W LLJ 00 I N + p� 00 00 O 0) } > J a W Q Z Q EXISTING GROUND ? o AT HORIZONTAL CONTROL LINE � w w x w co 4980 4980 104 105 106 107 108 109 SCALE: HOR. 1 `40' IFELSBURG VERT. 1 "= 4' �IHOLT & ULLEVIG Computer File Information O Index of Revisions CITY 6a ct „rF°rtc'°vas OF FORT COLLINS �u7 ----- --"'P" P-'" COLORADO DEPARTMENT OF TRANSPORTATION L As Constructed MASON FOSSIL STREET/HARMONY ROAD/ CREEK BIKE/PEDESTRIAN TRAIL PROFILE Project No./Code Creation Date: 07/22/03 Initials: SYS No Revisions: AQC M455-056 Last Modification Date: 03/15/04 Initials: SPG Full Path: I:\02181\Acad\Final Trail Design\Sheet Revised: Designer: SPG SED g / 13647 0 IF 1 - _Ti i LLE _-E _ 1 = ' - F - r -=LE _ - — - — Drawing File Name: R02181 PR002.dwg Detailer: SYS 0 -- Region 4 PJG Void: Sheet Number 35 Acad Ver. 20001 Scale: Units: ENGLISH Sheet Subset: Profile Subset Sheets: PR-2 of 7 c - 2 96 �D Chi 5020 5020 0 0 6� U) ro O PROFILE GRADE LINE (PGL) AT +N �o O HORIZONTAL CONTROL LINE (HCL) O (TYPICAL ON ALL SHEETS) w L() + Q O W 5010 L Co 2 0� ° z 5010 — + O O 'o 0 Ln �W +o U O ~ XISTING GROUND AT to Q HORIZ NTAL CONTROL LINE o0 > w 150.00' O Ln N +C6 N O 10 Ln 5� a_w O 0 O o 00 + ±Ln 5000 5000 0 O >J r— a_ w 150.00' Q 50 W z Q 4990 4990 109 110 111 112 113 114 SCALE: HOR. 1 "=40' FELSBURG VERT. 1 "= 4' rIHOLT & ULLEVIG Computer File Information O Index of Revisions a �u7 ----- As Constructed MASON STREET/HARMONY ROAD/ FOSSIL CREEK BIKE/PEDESTRIAN Project No./Code Creation Date: 07/22/03 Initials: SYS O 0 Cite of Fort Collins CITY OF FORT COLLINS - _ 1 _ _ - - - -- T - 11 COLORADO DEPARTMENT OF TRANSPORTATION -_ - _ _ 1- _ - _-4 Region 4 PJG No Revisions: TRAIL PROFILE AOC M455-056 Last Modification Date: 03/15/04 Initials: SPG Full Path: I:\02181\Acad\Final Trail Design\Sheet Revised: Designer: SPG/SED 13647 Drawing File Name: R02181 PR003.dwg Detailer: SYS Void: Sheet Number 36 Acad Ver. 2000i Scale: Units: ENGLISH Sheet Subset: Profile Subset Sheets: PR-3 of 7 C1 - 296 so tV r c.� 5030 5030 0 0 0 o N 0 o o� ,n +o O) '0 N 150.00' < 0 a_ w V) 0 Ln N U-) +r w z 5020 5020 0 O U ,n 0- W O Ln r O PR FILE GRADE LINE (PGL) AT + o U o HORIZO TAL CONTROL LINE (HCL) 00 % 0 on M (TYPICAL ON ALL SHEETS) � ppp Q + N + j O OLo M _ i a J W > O LC) J a_ W 0 0 0.600% 0 Ln 0 150.00' + 0 oLo o + �t �o L00 4- * Lr) J 5 010 5010 Q LnI O �- Ln U% a_ w EXISTING GROUND AT HORIZONTAL CONTROL LINE w z 150.00' U Q 5000 5000 115 116 117 118 119 120 SCALE: HOR. 1 "=40' FELSBURG VERT. 1 "= 4' H O L T & ULLEVIG Computer File Information 0 Index of Revisions a CITY OF FORT COLLINS cur ____ "`-P" `P IJ COLORADO DEPARTMENT OF TRANSPORTATION -- - - -F -- As Constructed MASON FOSSIL STREET/HARMONY ROAD/ CREEK BIKE/PEDESTRIAN TRAIL PROFILE Project No./Code Creation Date: 07/22/03 Initials: SYS No Revisions: AQC M455-056 Last Modification Date: 03/15/04 Initials: SPG Full Path: I:\02181\Acad\Final Trail Design\Sheet Revised: Designer: SPG/SED 13647 - ' LLC _-C r_i` - F --LC - F = = - - _ - _- Region 4 PJG Drawing File Name: R02181 PR004.dwg Detailer: SYS Void: Sheet Number 37 Acad Ver. 20001 Scale: Units: ENGLISH Sheet Subset: Profile Subset Sheets: PR-4 of 7 C1 - 296 NO Or N rwo v 5040 5040 0 0 0 Ln + p o Ln Ln N +o 150.00' N O `n p o_ w Q 0 `n Cn + 5030 5030 N N Li U O� p 7 Z a- G_ w O 0 J PROFILE GRADE LINE (PGL) AT N +CO HORIZONTAL CONTROL LINE (HCL) N o = (TYPICAL ON ALL SHEETS) o �135. Ln U NO + � �J a_ IJ �— N N � N 10 � a_ J w 0 0 150.00' + 1.000% 0 O 0 0 o Ln — N M N N O 'J 5020 5020 Q C/) EXISTING GROUND AT HORIZONTAL CONTROL LINE W z U Q 5010 5010 120 121 122 123 124 125 SCALE: HOR. 1 "=40' FELSBURG VERT. 1 "= 4' rIHOLT & ULLEVIG Computer File Information O (� Index of Revisions -- i Cil iofFort Collin, CITY OF FORT COLLINS cur --- r-____ COLORADO FDEPARTMENT OF TRANSPORTATION r- As Constructed MASON FOSSIL STREET/HARMONY ROAD/ CREEK BIKE/PEDESTRIAN TRAIL PROFILE Project No./Code Creation Date: 07/22/03 Initials: SYS No Revisions: AQC M455-056 Last Modification Date: 03/15/04 Initials: SPG Full Path: I:\02181\Acad\Final Trail Design\Sheet Designer: SPG/SED 13647 0 - _- LL_,_-E _ i _ - - - = - LLr Region 4 PJG Revised: Drawing File Name: R02181 PR005.dwg Detailer: SYS Void: Sheet Number 3� Acad Ver. 2000i Scale: Units: ENGLISH Sheet Subset: Profile Subset Sheets: PR-5 of 7 Cl - 296 O� N SUMMARY OF APPROXIMATE QUANTITIES r V INDEX ITEM PLAN QUANTITY TOTAL PROJECT NO. CONTRACT ITEM UNIT QUANTITY BOOK PAGE SHEET PLAN AS CONST. PLAN AS CONST. PLAN AS CONST. 403 HOT BITUMINOUS PAVEMENT (PATCHING)(ASPHALT) TON 20 20 406 COLD BITUMINOUS PAVEMENT (RECYCLED) TON 1193 1193 411 EMULSIFIED ASPHALT (SLOW —SETTING) GAL 10 10 412 CONCRETE PAVEMENT (8 INCH) SY 66 66 412 CONCRETE PAVEMENT (10 INCH) SY 80 80 420 GEOTEXTILE (EROSION CONTROL)(CLASS B) SY 24.6 24.6 420 GEOTEXTILE (DRAINAGE)(CLASS A) SY 13 13 503 DRILLED CAISSON (24 INCH) LF 52 52 506 RIPRAP (12 INCH) CY 6.7 6.7 506 RIPRAP (18 INCH) CY 9 9 507 CONCRETE SLOPE AND DITCH PAVING CY 1 1 514 PEDESTRIAN RAILING (STEEL) LF 180 180 601 CONCRETE CLASS D (BRIDGE) CY 137 137 601 CONCRETE CLASS D (WALL) CY 143 143 601 STRUCTURAL CONCRETE COATING SY 246 246 602 REINFORCING STEEL LB 24788 24788 603 18 INCH REINFORCED CONCRETE PIPE LF 361 361 603 30 X 19 INCH REINFORCED CONCRETE PIPE ELLIPTICAL LF 16 16 603 18 INCH REINFORCED CONCRETE END SECTION EA 1 1 604 INLET TYPE C (5 FOOT) EA 2 2 604 MANHOLE SLAB BASE (5 FOOT) EA 1 1 607 END POST (SPECIAL) EA 4 4 607 FENCE COMBINATION WITH TREATED WOOD POST LF 3066 3066 607 FENCE (PLASTIC) LF 817 817 608 CONCRETE SIDEWALK (6 INCH) SY 129 129 608 CONCRETE CURB RAMP SY 81 81 608 CONCRETE BIKEWAY (6 INCH) SY 4258 4258 608 SIDEWALK DRAIN EA 3 3 609 CURB AND GUTTER TYPE 2 (SEC.I—B) LF 172 172 609 CURB AND GUTTER TYPE 2 (SEC. II—B) LF 34 34 609 CURB (SPECIAL) LF 1260 1260 610 MEDIAN EDGING LF 28 28 612 DELINEATOR EA 34 34 619 WATER SERVICE EA 1 1 PFELSBURG rIHOLT & ULLEVIG Computer File Information O O Index of Revisions OTI ----- Cit,„fF�rtc°pins COLOR DO PDEPARTMENT CITY OF FORT COLLINS OF TRANSPORTATION — _ =_-I LL_ _ L E 11- F'C-LC - _ — = Region 4 �PJG As Constructed MASON STREET/HARMONY ROAD/ FOSSIL CREEK BIKE/PEDESTRIAN SUMMARY OF APPROXIMATE QUANTITIES Project No./Code Creation Date: 08/14/03 Initials: SED No Revisions: AQC M455-056 Last Modification Date: 06/02/05 Initials: SPG Full Path: I:\02181\Acad\Final Trail Design\Sheet Revised: Designer: SPG 13647 Drawing File Name: M02181 SAQ02.dwg Detailer: JWW Void: Sheet Number Acad Ver. 20001 Scale: Units: ENGLISH Sheet Subset: SOAQ Subset Sheets: SQ-2 of 3 C1 - 296 NO C1. (V BIKE / PED � BRIDGE OVER MAIL CREEK m z Q I I 5040 5040 0 + 75.00 v �p 0 o + o O EXISTING GROUND AT 150.00' o raj NLn 01^ HORIZONTAL CONTROL LINE a U) W 1 L0 O N 0 0 00 O + O L0 O + Ki N `0 > J � O -0 0 v 0_ W O N o ,n 00 �' 0 ILw 1.2 45% O N000 + 5� + N O a_ W 1.000% I—> w W 0 0 0L0 o N Q Z 0.600% o n (n J 0 rq O J W 5030 5030 = +N z U 00�0 J N o PROFILE GRADE LINE PGL) AT HORIZONTAL CONTRO LINE (HCL) _ a- w (TYPICAL ON ALL SHEETS) Q 5020 5020 126 127 128 129 130 131 SCALE: HOR. 1 "=40' FELSBURG VERT. 1 "= 4' rIHOLT & ULLEVIG Computer File Information O Index of Revisions a cn.orFortcoums CITY OF FORT COLLINS �c�r ____ " "`°'— COLORADO DEPARTMENT OF TRANSPORTATION µ As Constructed MASON FOSSIL STREET/HARMONY ROAD/ CREEK BIKE/PEDESTRIAN TRAIL PROFILE Project No./Code Creation Date: 07/22/03 Initials: SYS No Revisions: AQC M455-056 Last Modification Date: 03/15/04 Initials: SPG Full Path: I:\02181\Acad\Final Trail Design\Sheet Revised: Designer: SPG SED g / 13647 - - - - - - _ = - - - - Region 4 PJG Drawing File Name: R02181 PR006.dwg Detailer: SYS Void: Sheet Number 39 Acad Ver. 2000i Scale: Units: ENGLISH Sheet Subset: Profile Subset Sheets: PR-6 of 7 C1 - 296 U ti 5050 1IM11 5030 5020 Q U Q O O Y J � Q ^ � I 100' c� �Z+ n� �N �� Ln Q +XO W O O -- 00 r? = 0 HARMONY ROAD U LO + a- LiQ Q J cn:2W n BIKE / PEDESTRIAN BRIDGE OVER MAIL CREEK o O 0 0 N ¢ 0 0.962.0% W Ur co O U CD W + + N J W W N O Ln !� = Q r7 < ro Q O Cr Ln O n J i J a_ W a_ W O O + 00 m + N CO �� 1 + �ln CO N ro Ln O 0 1.246% C Q 1.640% cn o `n 0 U) Ln c~nw U i J W W > J a_ LJ 1.245% 20' 0 0 0 0 o Ln + + N� CD FROM STA 132+39.47 TO STA 00 + + Q 133+01.84 — ATTACH TRAIL Q o n n cn 0 TO BACK OF EXISTING CURB Cn Ln a_ LLJ a-w c i 48.30' ci (TRAIL GRADE GREATER THAN 5.0%) MAIL CREEK 131 132 133 134 135 5050 0011119MI 5030 5020 SCALE: HOR. 1 "=40' P.A FELSBURG VERT. 1 "= 4' IHOLT & ULLEVIG Computer File Information Index of Revisions a car As Constructed MASON STREET/HARMONY ROAD/ Project No./Code Creation Date: 07/22/03 Initials: SYS ____ FOSSIL CREEK BIKE/PEDESTRIAN Last Modification Date: 03/15/04 Initials: SPG cd,ot'Fortcouins COLOR DO PDEPARTMENT No Revisions: TRAIL PROFILE AQC M455-056 Full Path: I: 02181 Acad Final Trail Desi n Sheet CITY OF FORT COLLINS OF- TRANSPORTATION Designer: SPG SED 9 - - _ Revised: 9 / 13647 LL--E - F --LE Drawing File Name: R02181 PR007.dwg = F Detailer: SYS F 40 Acad Ver. 2000i Scale: Units: ENGLISH _ Region 4 PUG Void: Sheet Subset: Profile Subset Sheets: PR-7 of 7 Sheet Number ci - 296 5000 4980 L -50 AREA CUT AREA FILL: 4980 '- -50 1.41 4.13 AREA CUT 0.00 AREA FILL: 29.89 4980 �- -50 AREA CUT AREA FILL: ' 4980 0 50 12.36 99+50 VOLUME CUT : 0.00 VOLUME FILL: 4980 �- -50 AREA CUT 0.08 AREA FILL: 5.83 1 -' 4980 50 101 +00 VOLUME CUT: VOLUME FILL: 4990 L -50 1.38 AREA CUT 9.23 AREA FILL 5000 4980 0 50 100+50 VOLUME CUT : 1.30 VOLUME FILL: 31.50 4980 0 50 1 00+00 VOLUME CUT : 11.44 VOLUME FILL: 27.67 IIIIIIIIIIIIIIIIIEN 4980 -50 AREA CUT AREA FILL 5000 4980 -50 AREA CUT AREA FILL: 5000 It.Y•I•Z•: 5000 4990 -50 AREA CUT: AREA FILL: 5000 4990 0 50 0.75 104+00 VOLUME CUT: 0.72 0.17 VOLUME FILL: 2.72 4980 0 50 0.00 102+00 VOLUME CUT 0.17 5000 5000 4.15 VOLUME FILL: 9.25 0 0.18 101 +50 VOLUME CUT 5.84 VOLUME FILL 5000 4980 50 0.24 10.80 5000 4990 -50 AREA CUT AREA FILL: 5000 4990 �- -50 AREA CUT AREA FILL: 5000 4990 0 50 0.03 103+50 VOLUME CUT 0.02 2.76 VOLUME FILL: 7.19 0.00 5.00 5000 4990 0 50 103+00 VOLUME CUT : 0.00 VOLUME FILL: 10.24 5000 4990 0 50 0.00 102+50 VOLUME CUT : 0.00 6.06 VOLUME FILL: 9.45 PVOLT ELSBURG �& ULLEVIG Computer File Information Index of Revisions _- r�r As Constructed MASON STREET/HARMONY ROAD/ Project No./Code Creation Date: 04/21/04 Initials: SED O ----- FOSSIL CREEK BIKE/PEDESTRIAN -"' `-P- T"I No Revisions: CROSS SECTIONS AQC M455-056 Last Modification Date: 04/21 /04 Initials: SED O City of Fort Collins COLORADO DEPARTMENT CITY OF FORT COLLINS OF TRANSPORTATION Desi ner: SED Full Path: I:\02181\Acad\Final Trail Design\Sheet - - 4 -F Revised: g 13647 Drawing File Nome: R021 81 8SECO2.dwg i- F LL C - - F L - Detoiler: SED - - = Void: Sheet Subset: Sections Subset Sheets: X-1 of 8 Sheet Number 41 Acad Ver. 2000i Scale: 1 =20 Units: ENGLISH Region 4 PJG 5000 4990 ' -50 AREA CUT AREA FILL: 5010 5000 4990 ' —50 AREA CUT AREA FILL 5010 5000 4990 ' —50 • •• 90.05 0.00 me ��=791 0 105+00 50 VOLUME CUT VOLUME FILL P VOLUME CUT : VOLUME FILL: 0 50 &!11tZ•] 165.96 0.00 5010 5000 071001111 ••e 5000 4980 ' —50 AREA CUT AREA FILL: 5000 4990 ' —50 I 50 0.00 106+46.84 VOLUME CUT : 6.78 VOLUME FILL: I 50 5000 ,m s 13.99 5.88 5000 8910 AREA CUT 38.45 104+50 VOLUME CUT : 36.29 AREA CUT 16.13 1 06+00 VOLUME CUT: 97.51 AREA FILL: 0.00 VOLUME FILL: 0.16 AREA FILL: 0.00 VOLUME FILL: 0.00 PFELSBURG rIHOLT & ULLEVIG Computer File Information Index of Revisions a �nr As Constructed MASON STREET/HARMONY ROAD/ Project No./Code Creation Date: 04/21/04 Initials: SED ----- FOSSIL CREEK BIKE/PEDESTRIAN MIT ""' - TI No Revisions: AQC M455-056 Last Modification Date: 04/21/04 Initials: SED O cirypfFancous COLORADO DEPARTMENT CROSS SECTIONS Full Path: I:\02181\Acad\Final Trail Design\Sheet CITY OF FORT COLLINS OF TRANSPORTATION Designer: SED =_- -- _ Revised: g 13647 - - F __1-L Drawing File Name: R021 81 8SECO2.dwg - - =t - - Detailer: SED r , Acad Ver. 20001 Scale: 1 "=20' Units: ENGLISH - Region 4 PJG Void: Sheet Subset: Sections Subset Sheets: X-2 of 8 Sheet Number 42 G1 - 296 5000 4990 L -50 AREA CUT AREA FILL: 5000 ...6 4980 L -50 AREA CUT AREA FILL: 16Z1= ...OM ` T 4990 0 50 6.05 108+50 VOLUME CUT : 0.00 VOLUME FILL: 0.00 7.39 5000 4980 0 50 108+00 VOLUME CUT : 0.00 VOLUME FILL: 18.75 t.'111Z6L 5010 5000 4990 L -50 AREA CUT AREA FILL 5000 4990 L -50 36.47 0.00 5010 5000 4990 0 50 1 10+00 VOLUME CUT 54.42 VOLUME FILL: 0.00 0 5000 -J 4990 50 AREA CUT 22.31 109+50 VOLUME CUT : AREA FILL: 0.00 VOLUME FILL: 4990 5000 4980 4980 -50 0 50 AREA CUT 0.00 107+68.84 VOLUME CUT AREA FILL: 25.11 VOLUME FILL: 4990 L -50 AREA CUT 1.01 AREA FILL: 0.06 0 21.59 0.06 5000 J 4990 50 109 +00 VOLUME CUT VOLUME FILL: 5010 5010 5000 5000 -50 0 50 AREA CUT 5.35 1 12+00 VOLUME CUT: 15.30 AREA FILL: 0.06 VOLUME FILL: 2.72 11W [iM 5000 -50 AREA CUT AREA FILL: 5010 5000 �- -50 AREA CUT AREA FILL: 5010 5000 4990 L -50 6.54 AREA CUT 0.06 AREA FILL: 0 5010 5000 50 11.18 1 1 1 +50 VOLUME CUT 2.89 VOLUME FILL: C 24.81 2.92 5010 J 5000 50 15.62 1 1 1 +00 VOLUME CUT : 0.27 VOLUME FILL: 56.99 0.25 5010 5000 4990 0 50 45.93 1 10+50 VOLUME CUT 76.30 0.00 VOLUME FILL: 0.00 FELSBURG rIHOLT & ULLEVIG Computer File Information Index of Revisions )o7 As Constructed MASON STREET/HARMONY ROAD/ Project No./Code Creation Date: 04/21/04 Initials: SED O a ----- FOSSIL CREEK BIKE/PEDESTRIAN Last Modification Date: 04/21/04 Initials: SED O City of Fort Collins "``'"''"`-` `- COLORADO DEPARTMENT No Revisions: CROSS SECTIONS AQC M455-056 Full Path: I:\02181\Acad\Final Trail Design\Sheet CITY OF FORT COLLINS -- - - OF TRANSPORTATION -- ! - r- Revised: Designer: 9 SED 13647 i LL- --C - - _'_ _ _ r LC =i - 1 - _ - Detailer: SED Drawing File Name: R021 81 8SECO2.dwg Acad Ver. 2000i Scale: 1 "-20' Units: ENGLISH u - Region 4 PJG Void: Sheet Subset: Sections Subset Sheets: X-3 of 78 Sheet Number 43 C.1 - 296 V 1 CV 1 U 5020 5010 -50 AREA CUT 16.86 AREA FILL: 0.00 5020 T_ ' 5010 0 50 1 14+00 VOLUME CUT : 16.92 VOLUME FILL: 0.02 5020 5010 -50 AREA CUT 0.00 AREA FILL: 11.99 5020 5010 0 50 1 1 6+00 VOLUME CUT : 0.00 VOLUME FILL: 18.38 5020 5010 ' -50 AREA CUT 13.61 AREA FILL: 0.00 5020 ' 5010 0 50 1 18+00 VOLUME CUT : 12.60 VOLUME FILL: 6.49 5020 5020 5010 5010 5020 5020 5020 5020 5000 5000 5010 5010 5010 5010 -50 0 50 -50 0 50 -50 0 50 AREA CUT 1.41 1 13+50 VOLUME CUT : 1.68 AREA CUT 0.00 1 15+50 VOLUME CUT : 0.50 AREA CUT 0.00 1 17+50 VOLUME CUT: 0.00 AREA FILL: 0.02 VOLUME FILL: 0.14 AREA FILL: 7.86 VOLUME FILL: 7.33 AREA FILL: 7.01 VOLUME FILL: 15.42 5010 5010 5020 5020 5020 5020 5000 5000 5010 5010 5010 5010 -50 0 50 -50 0 50 -50 0 50 AREA CUT 0.40 1 13+00 VOLUME CUT : 0.37 AREA CUT 0.54 1 15+00 VOLUME CUT: 13.39 AREA CUT 0.00 1 17+00 VOLUME CUT : 0.00 AREA FILL: 0.13 VOLUME FILL: 1.58 AREA FILL: 0.05 VOLUME FILL: 0.05 AREA FILL: 9.64 VOLUME FILL: 23.53 5010 5000 ' -50 AREA CUT AREA FILL: 5010 ' 5000 0 50 0.00 1 12+50 VOLUME CUT : 1.58 VOLUME FILL: 4.95 1.51 5020 5010 ' -50 AREA CUT 13.92 AREA FILL: 0.00 0 1 14+50 VOLUME CUT VOLUME FILL 5020 J 5010 50 28.51 0.00 5020 5010 -50 AREA CUT 0.00 AREA FILL: 15.77 5020 ' 5010 0 50 1 1 6+50 VOLUME CUT : 0.00 VOLUME FILL: 25.70 pFELSBURG �IHOLT & ULLEVIG Computer File Information Index of Revisions ur As Constructed MASON STREET/HARMONY ROAD Project No./Code Creation Date: 04/21/04 Initials: SED ----- FOSSIL CREEK BIKE/PEDESTRIAN ° No Revisions: C ROSS SECTIONS AQC M455-056 Last Modification Date: 04/21/04 Initials: SED O ciri°fF°rtc°vim COLORADO DEPARTMENT Full Path: I: 02181 Acad Final Trail Desi n CITY OF FORT COLLINS OF TRANSPORTATION 9Sheet Designer: Revised: g Desi SED 13647 _ E r F --LE _ Drawing File Name: R021818SECO2.dwg _ - _ Detailer: SED Acad Ver. 2000i Scale: 1 "=20' Units: ENGLISH Region 4 PJG Void: Sheet Subset: Sections Subset Sheets: X-4 of g Sheet Number 4 C1 - 196 L. ti 5030 5020 5010 ' -50 AREA CUT AREA FILL: 5030 5020 5010 ' -50 19.30 0.00 AREA CUT 18.08 AREA FILL: 0.00 5020 5010 ' -50 AREA CUT 17.59 AREA FILL: 0.00 5030 5020 ' ' 5010 0 50 1 19+50 VOLUME CUT 34.61 VOLUME FILL: 0.00 5030 5020 ' 5010 0 50 1 19+00 VOLUME CUT : 33.02 VOLUME FILL: 0.00 5020 ' ' 5010 0 50 1 18+50 VOLUME CUT : VOLUME FILL: 4 W 00 5030 5020 ' -50 AREA CUT 1.58 AREA FILL: 0.01 5030 5020 ' -50 AREA CUT 3.36 AREA FILL: 0.00 5030 5020 ' -50 AREA CUT 1.22 AREA FILL: 0.03 5030 5020 ' -50 AREA CUT AREA FILL: 9.97 0.00 5030 5020 0 50 1 21 +50 VOLUME CUT : 4.58 VOLUME FILL: 0.01 5030 5030 5020 ' -50 AREA CUT 0.78 AREA FILL: 3.16 �7IIIs= 5030 ' 5020 0 50 1 23+50 VOLUME CUT : 0.72 VOLUME FILL: 10.59 5030 ' 5020 5020 1 ' ' 5020 0 50 -50 0 50 121 +00 VOLUME CUT : 4.24 AREA CUT 0.00 1 23+00 VOLUME CUT : 1.40 VOLUME FILL: 0.03 AREA FILL: 8.28 VOLUME FILL: 8.89 0 1 20+50 VOLUME CUT VOLUME FILL 5030 -1 5020 50 10.37 0.03 5030 �- ' 5020 0 50 1 20+00 VOLUME CUT : 27.10 VOLUME FILL: 0.00 5030 5020 ' -50 AREA CUT AREA FILL: 5030 5020 ' -50 5030 1 ' 5020 0 50 1.51 122+50 VOLUME CUT : 4.08 1.33 VOLUME FILL: 1.23 AREA CUT 2.89 AREA FILL: 0.00 5030 1 ' 5020 0 50 122+00 VOLUME CUT : 4.14 VOLUME FILL: 0.01 P'A FELSBURG rIHOLT & ULLEVIG Computer File Information O O 0 0 0 Index of Revisions ----- a --- 1-1 - -Last City o£Fort Collins COLORADO DEPARTMENT CITY OFORT COLLINS OF TRANSPORTATION -F - -, ,r _ _ =i - - - Region 4 PUG As Constructed MASON STREET/HARMONY ROAD/ FOSSIL CREEK BIKE/PEDESTRIAN CROSS SECTIONS Project No./Code Creation Date: 04/21/04 Initials: SED No Revisions: AQC M455-056 Modification Date: 04/21/04 Initials: SED Full Path: I: 02181 Acad Final Trail Desi 9 n Sheet Revised: Designer: SED 9 13647 Drawing File Name: R021 81 8SECO2.dwg Detailer: SED Void: Sheet Number 45 Acad Ver. 20001 Scale: 1 "=20' Units: ENGLISH Sheet Subset: Sections Subset Sheets: X-5 of 8 C1 - 296 CV d 5040 5030 5020 -50 AREA CUT 34.11 AREA FILL: 0.00 5040 5030 5020 -50 AREA CUT AREA FILL: 5040 5030 5020 �- -50 21.00 0.00 AREA CUT 2.79 AREA FILL: 0.28 5040 5030 5020 0 50 1 25+00 VOLUME CUT : 51.02 VOLUME FILL: 0.00 5040 5030 ' 5020 0 50 124+50 VOLUME CUT : 22.03 VOLUME FILL: 0.26 5040 5030 5020 0 50 1 24+00 VOLUME CUT VOLUME FILL: 3.31 3.18 5040 5030 5020 �- -50 AREA CUT AREA FILL: 5040 5030 5020 �- -50 AREA CUT AREA FILL: 5040 5030 5020 L -50 57.80 0.00 AREA CUT 47.39 AREA FILL: 0.00 5040 5030 5020 0 50 126+50 VOLUME CUT: 119.25 VOLUME FILL: 0.00 5040 5030 5020 0 50 126+00 VOLUME CUT : 97.39 VOLUME FILL: 0.00 5040 5030 5020 0 50 125+50 VOLUME CUT : 75.46 VOLUME FILL: 0.00 5050 5040 5030 L -50 AREA CUT AREA FILL: 5050 5040 5030 -50 AREA CUT AREA FILL: 5040 5030 5020 L -50 83.74 0.00 AREA CUT 77.25 AREA FILL: 0.00 5050 5040 5030 0 50 128+00 VOLUME CUT: 159.40 VOLUME FILL: 0.00 5050 5040 ' 5030 0 50 127+50 VOLUME CUT: 149.07 VOLUME FILL: 0.00 5040 5030 5020 0 50 127+00 VOLUME CUT: 137.25 VOLUME FILL: 0.00 P'A FELSBURG rIHOLT & ULLEVIG Computer File Information O O 0 Index of Revisions ,ak --'-F71 F ----- IT "P -"-T' [ City of Fort Coffins COLORADO DEPARTMENT CITY OF FORT COLLINS OF TRANSPORTATION - -L rF r-Ti i LL- =-E _ - F --LE - - - -_ - - - Region 4 PCG As Constructed MASON STREET/HARMONY ROAD/ FOSSIL CREEK BIKE/PEDESTRIAN CROSS SECTIONS Project No./Code Creation Date: 04/21/04 Initials: SED No Revisions: AQC M455-056 Last Modification Date: 04/21/04 Initials: SED Full Path: I:\02181\Acad\Final Trail Design\Sheet Revised: Designer: SED g 13647 Drawing File Name: R021818SECO2.dwg Detailer: SED Void: Sheet Number 46 Acad Ver. 2000i Scale: 1 "=20' Units: ENGLISH Sheet Subset: Sections Subset Sheets: X-6 of 8 C1 - 296 C.� 174 e 5030 '- -50 AREA CUT AREA FILL 5030 L —50 78.75 0.00 1 129+50 I 50 VOLUME CUT : VOLUME FILL: 50 018ST11 148.52 0.00 5040 5030 5040 5030 L —50 L 50 AREA CUT 0.00 130+68.07 VOLUME CUT: AREA FILL: 12.51 VOLUME FILL: 5040 5030 L —50 0 50 5040 5030 5.26 4.18 90 5030 AREA CUT 81.65 129+00 VOLUME CUT : 155.63 AREA CUT 15.72 1 30+50 VOLUME CUT: 75.06 AREA FILL: 0.00 VOLUME FILL: 0.00 AREA FILL: 0.00 VOLUME FILL: 0.00 5050 5040 5030 L —50 0 50 ti1l�i6 5040 5030 5050 5040 5030 ' —50 0 01 5050 5040 5030 AREA CUT 86.43 128+50 VOLUME CUT 161.89 AREA CUT 65.35 1 30+00 VOLUME CUT : 133.43 AREA FILL: 0.00 VOLUME FILL: 0.00 AREA FILL: 0.00 VOLUME FILL: 0.00 PFELSBURG rIHOLT & ULLEVIG Computer File Information Index of Revisions a �nl As Constructed MASON STREET/HARMONY ROAD/ Project No./Code Creation Date: 04/21/04 Initials: SED O ____ FOSSIL CREEK BIKE/PEDESTRIAN — 'T "` "" No Revisions: AQC M455-056 Last Modification Date: 04/21/04 Initials: SED O City ofFoRCollins COLORADO DEPARTMENT CROSS SECTIONS Full Path: 1:\02181\Acad\Final Trail Design\Sheet O CITY OF FORT COLLINS OF _TRANSPORTATION L_ E _ - F - `_ Revised: Designer: SED 13647 Drawin File Name: R021818SECO2.dw -LE _ _ _ 9 9 O t- -,'„- '-�- ' - - r i - —_ — Detailer: SED Acad Ver. 2000i Scale: 1 "=20' Units: ENGLISH 0 Region 4 PJG Void: Sheet Subset: Sections Subset Sheets: X-7 of 8 Sheet Number 47 C1 - 296 5050 Wilms' —50 0 50 5050 5040 AREA CUT 0.22 133+87.00 VOLUME CUT : 0.58 AREA FILL: 3.03 VOLUME FILL: 2.12 5050 5040 5030 —50 AREA CUT 0.61 AREA FILL: 0.04 5040 5030 5020 0 133+50 50 VOLUME CUT : VOLUME FILL: 5050 5040 5030 5.35 2.19 5040 5030 5020 —50 0 50 AREA CUT 5.99 133+01 .84 VOLUME CUT : 0.00 AREA FILL: 2.67 VOLUME FILL: 0.00 MId FELSBURG rHOLT & ULLEVIG Computer File Information Index of Revisions OTJ As Constructed MASON STREET/HARMONY ROAD/ Project No./Code Creation Date: 04/21/04 Initials: SED 0 ----- FOSSIL CREEK BIKE/PEDESTRIAN Last Modification Date: 04/21/04 Initials: SED cry or Fortcou COLORADO PDEPARTMENT No Revisions: CROSS SECTIONS AQC M455-056 Full Path: I: 02181 Acad Final Trail Desi n Sheet CITY OF FORT COLLINS OF TRANSPORTATION Designer: SED 13647 9 L `_LE = Revised: LL - - F -F - Drawing File Name: R021 81 8SECO2.dwg L' _'_ _ Detailer: SED Acad Ver. 2000i Scale: 1"=20' Units: ENGLISH F- Region 4 PUG Void: Sheet Subset: Sections Subset Sheets: X-8 of 8 Sheet Number 48 C1 - 296 No 0% N SUMMARY OF APPROXIMATE QUANTITIES I r V INDEX ITEM NO. CONTRACT ITEM UNIT PLAN QUANTITY TOTAL PROJECT QUANTITY BOOK PAGE SHEET PLAN AS CONST. PLAN AS CONST. PLAN AS CONST. 620 622 SANITARY FACILITY BICYCLE RACK EA EA 1 1 1 1 622 622 INFORMATION CENTER BENCH EA EA 1 1 1 1 622 622 BOLLARD TRASH RECEPTACLE EA EA 2 1 2 1 622 626 DRINKING FOUNTAIN MOBILIZATION EA LS 1 1 1 1 628 630 BRIDGE GIRDER AND DECK UNIT TRAFFIC CONTROL EA LS 2 1 2 1 FORCE ACCOUNT ITEMS: 700 700 F/A MINOR CONTRACT REVISIONS F/A ON—THE—JOB TRAINEE F/A HR 1 0 1 0 700 700 F/A OJT COLORADO TRAINING PROGRAM F/A EROSION CONTROL F/A F/A 1 1 1 1 700 700 F/A RAILROAD FLAGGING F/A WATER TAPS F/A F/A 1 1 1 1 PFELSBURG rIHOLT & ULLEVIG Computer File Information O Index of Revisions _- oT ----- ct °fF COLORADO DEPARTMENT OF TRANSPORTATION CITY OF FORT COLLINS - - -FE- _- I LL _-E E rHE F ---LE _ - - t_' - F =_ - _- - Region 4 PJG As Constructed MASON STREET/HARMONY ROAD/ FOSSIL CREEK BIKE/PEDESTRIAN SUMMARY OF APPROXIMATE QUANTITIES Project No. Creation Date: 08/14/03 Initials: SED No Revisions: AQC M455-056 Last Modification Date: 06/07/04 Initials: SPG Full Path: I:\02181\Acad\Final Trail Design\Sheet Revised: Designer: SPG 13647 Drawing File Name: M02181 SAQ03.dwg Detailer: JWW Void: Sheet Number ) Acad Ver. 20001 Scale: Units: ENGLISH Sheet Subset: SOAQ Subset Sheets: SQ-3 of 3 C1 - 296 TABULATION OF TRAIL SIGNAGE - FOR INFORMATION ONLY I Computer Creation Date: Last Modification Date: Full Path: Drawing File Name: Acad Yer. 2000i SIGN NO. SIGN CODE STATION/LOCATION SIGN PANEL SIZE BACKGROUND COLOR REMOVE GROUND SIGN REMOVE SIGN PANEL REMOVE SIGN STRUCTURE ILLUMINATED SIGN RESET GROUND SIGN RESET SIGN PANEL(S) MODIFY LEGEND NUMBER OF POSTS LENGTH OF POSTS POST TYPE CONCRETE FOOTING TYPE SIGN PANEL U-2--T-p2-7 P 1 2 3 4 5 6 7 8 CLASS 1 CLASS II CLASS III INCHES EACH EACH EACH EACH EACH EACH FEET LINEAR FEET 1 SPECIAL 114+03 12X18 GREEN 1 12 12 1.5 2 SPECIAL 114+03 12X6 GREEN 0.5 3 RA-080* 114+03 18X18 GREEN 2.25 5 SPECIAL 114+30 12X18 GREEN 1 8.5 8.5 1.5 6 SPECIAL 114+60 12X18 GREEN 1 12 12 1.5 7 SPECIAL 114+60 12X18 GREEN 1.5 8 SPECIAL 114+60 12X6 GREEN 0.5 9 SPECIAL 114+60 12X18 GREEN 1.5 10 SPECIAL 114+90 12X18 GREEN 1 10 10 1.5 11 SPECIAL 114+90 12X6 GREEN 0.5 12 RM-150* 114+90 18X18 GREEN 2.25 13 SPECIAL 114+65 18X18 WHITE 1 8.5 8.5 2.25 14 SPECIAL ON COLLEGE AVE.** 12X18 GREEN 2 21 21 1.5 15 SPECIAL ON COLLEGE AVE.** 12X18 GREEN 1.5 16 RA-080* ON COLLEGE AVE.** 18X18 GREEN 2.25 17 RA-080* ON COLLEGE AVE.** 18X18 GREEN 2.25 18 SPECIAL ON COLLEGE AVE.** 12X6 GREEN 0.5 19 SPECIAL ON COLLEGE AVE.** 12X6 GREEN 0.5 20 SPECIAL 115+00 12X18 GREEN 1 8.5 8.5 1.5 21 SPECIAL ON FAIRWAY LN.** 12X18 GREEN 1 10.5 10.5 1 1 1.5 22 RA-080* ON FAIRWAY LN.** 18X18 GREEN 2.25 23 SPECIAL ON FAIRWAY LN.** 12X6 GREEN 0.5 24 SPECIAL 120+30 18X18 WHITE 1 10.5 10.5 2.25 25 SPECIAL 120+30 12X18 GREEN 1.5 26 SPECIAL 120+30 12X6 GREEN 0.5 27 SPECIAL 127+10 12X18 GREEN 1 8.5 8.5 1.5 28 SPECIAL 127+40 12X18 GREEN 1 10.5 10.5 1.5 29 SPECIAL 127+40 12X6 GREEN 0.5 30 SPECIAL 127+40 18X18 WHITE 2.25 31 SPECIAL 128+80 12X18 GREEN 1 10.5 10.5 1.5 32 SPECIAL 128+80 12X6 GREEN 0.5 33 SPECIAL 128+80 18X18 WHITE 2.25 34 SPECIAL 129+20 12X18 GREEN 1 8.5 8.5 1.5 35 SPECIAL 133+60 12X18 GREEN 1 8.5 8.5 1.5 36 SPECIAL 133+60 18X18 WHITE 1 12 12 2.25 37 R5-3 133+60 24X24 WHITE 4 38 SPECIAL 133+60 12X18 GREEN 1.5 39 SPECIAL 133+80 ON HARMONY ** 12X18 GREEN 1 9 9 1.5 40 SPECIAL 133+80 ON HARMONY ** 12X6 GREEN 0.5 41 SPECIAL 133+80 ON HARMONY ** 12X18 GREEN 1.5 42 SPECIAL 133+80 ON HARMONY ** 12X6 GREEN 0.5 43 SPECIAL 134+70 ON HARMONY ** 12X18 GREEN 1 9 9 1.5 44 SPECIAL 134+70 ON HARMONY ** 12X6 GREEN 0.5 45 SPECIAL 134+70 ON HARMONY ** 12X18 GREEN 1.5 46 SPECIAL 134+70 ON HARMONY ** 12X6 GREEN 0.5 TOTAL 18 179 148 32 70 TABULATION OF TRAIL STRIPING - FOR INFORMATION ONLY LOCATION EPDXY PVMT MKG (SPECIAL) #627-00007 AD ALTERNATE 1 WHITE SOLID 4" WHITE DASHED 4" WHITE SOLID 4" WHITE DASHED 4" 99+50 - 104+25 475 109+75 - 114+29 454 114+29 - 114+78 49 114+78 - 120+05 527 120+05 - 120+42 37 120+42 - 127+21 679 127+21 - 127+53 32 127+53 - 128+63 110 128+63 - 128+95 32 128+95 - 130+58 163 130+58 - 132+00 142 132+00 - 133+43 143 133+43 - 133+85 42 TOTALS LINEAR FEET): 2076 334 475 TOTALS GAL: 7 1 2 File Information 08/15/03 Initials: JAW r� 04/05/04 Initials: JAS 0 I:\02181\Acad\Final Trail Design\Sheet LSS100.dwg Scale: Units: ENGLISH Index of Revisions NOTES: *1. THESE SIGNS ARE DIMENSIONED AND LAID OUT TO REFERENCED MUTCD STANDARDS, BACKGROUND COLOR FOR THESE SIGNS DOES VARY FROM STANDARD. 2. 60LOR "GREEN" AS NOTED HEREIN SHALL MATCH RAIL COLOR 6004. **3. SIGNS LOCATED ALONG ROADWAYS SHALL BE MOUNTED PER STANDARD PLAN NO. S-614-1 4. ALL TRAIL SIGNING & STRIPING QUANITYS FOR INFORMATION ONLY. NOT IN CONTRACT. CITY OF FORT COLLINS WILL PERFORM TRAIL STRIPING. FOR, INFORMATION ONLY - ALL TRAIL SIGNING AND STRIPING TO BE INSTALLED BY THE CITY OF FORT COLLINS PERSONNEL. City of F� ort CITY OF FORT COLLINS 281 NORTH COLLEGE AVENUE FORT COLLINS, CO 80522 Phone: 970-221-5605 FAX: 970-221 -6378 OT �i sl�s��ews COLORADO DEPARTMENT OF TRANSPORTATION 1420 2ND STREET GREELEY, CO 80631 Phone: 970-350-2126 FAX: 970-350-2198 Reqion 4 DJM As Constructed MASON STREET/HARMONY ROAD/ FOSSIL CREEK BIKE/PEDESTRIAN No Revisions: TRAIL SIGNAGE & STRIPING TABULATIONS Revised: Designer: JSP Detailer: JSP Void: Sheet Subset: Plan Subset Sheets: LSS-1 of FELSBURG HOLT & ULLEVIG Project No./Code AQC M455-056 13647 g 1 Sheet Number C1 49 - 296 '. FOR INFORMATION ONLY - ALL"'' TRAIL - �� N P- -� P� � IR,1wP IP_I�G� TO B - o- I N STA, L E DO-O'--0--0-"O--P'-T- -- j-O-.O-p_..P P-Cw..0-P0--.b....<n_0.•-_O-O---O.Y.V_... v-.._t.._ C..-.v_ / •.�1`+. `'\ it i Jll ;._._-_-___'_'__"_'___.____-_-`____•_._ __ _._.___-._.-_.-__._..--_--'--'- ,' / �`t TRAIL STRIPPING TO CONTt�IUE TO STA 99+50. SEE --__-_ _--_ BY THE __C ITY 0E---'---FO,R,,T COLLIN-3 P E S 0 N. E L -------- l / ',TABULATION OF TRAIL STRIPING FOR EXTENTS. -- _ _ ' "- ________ _____ s ____________________________________ -------------- - 5020 5020 5020 5020 5020 5020 - 5020---- 5020 ------------------ _------..--_._ � }+� __._...__ ------- RISC ------------- -- - - ----- - -"_ - ---------_--_-_------------------------------- -- - --'-_- zOS-------_ __ _ ------ --- OuOS------_ __ 0� '�..--_______---------------------------------_---- -_ _- __--- fit- -- ----- ---------- ------- -------------- -- --- ----- ---- + OS _ _ --------------- ------------ ------------------------------------------------------- -------------------- — - - - -- ._ - ---- _. - ------- ---------_-------------------------------------------------------------------------------------------------------`- - _ og ------------------------------------------------------------ ----- - t \ --------------------------------- - _- _ - - - ` I l NEW SPECIAL .f-TR ^1 _ __ _------------------------------ Al ,-Jr-rJ� a•(~ }.- P--O'- P•-----0-0--9--0-�0 �-_Y�:� 9�[__:!ffl O_O--O-_O_O-O•-O-OO_O-P-•-O-O_P-_P--O--O-O�- .. -. .- -----!I; SOUTH TRAILHEA� ______--- NEW, _-_ N CIAL 36 x 10 C 4 a ', .\',, -__-- _..___-- ____..____._---_____-,-` �-•-o� P__..�-P-�-_P-_ P._� IL NEA L --- - __---- OW 15' TEMPORARY MTC L SIt CR€E _SOUTH-3RfdtHEAD---______ \. 184 15� O� \ - " EASEMENT] X -- ! TRAIL\\(0.4 MI) U' 1 / _ _ NEW - , `' RY -_ _--\ j HARMOI4Y ROAD _ _____-_-_____ PHONE i 15 T�NT�`_ - 25' PERMANENT PARKING r EASEMENT 10 Q1 12 ®7 0 -`' 't \' 25' PERMANENT T— \, ' E? EN 4" WHITE CENTERLINE. SEE TABULATION �'�--_\ `'.\ `,, '_, `\,1 '\, o � OF TRAIL STRIPING FOR EXTENTS.At It , BNSF EAST R/W LINE ♦ \' y . C t .. %: • :'Z' '-,;: T':.. . e�;':=T: .:. .s-;: — .�`. /� \ `�'h•'_ i. i' is .\ " ...71 //----r-a`-'4 t/ ' (/, �/ ,. ,\\ , \ D A .,4 � Q .• r {.••; . .. ♦ . y —o - .rT...�,T:.'s , ;'I-'f -. ; r • i ..-r..—,\.:.T / �-�• / . s.�r.. /z +. — D D r� r \ 4 D D \ D _ — , s.. . . — ,... .. . f i i D 4 4 D '' fl DQ � \ D , Q a y. i rp NEW S�fCIAL "- -�0-►0 O O }L. �•..,.. .. _ ` S� FOSSIL CREN TRAIL dD ��1 O O (0.4 MI),, NEW SPECIAL I PI OS •! ° YIELD TO PEDS - NEW SPECIAL / T ° HARMONY ROAD \' t h \ a \`-- 1 (0.4 MI)INA \h 1 , t, it ----------------- .■.��/�I lam/► '} 1 , f . '4 '1 , •, a \ I i ' l It It IV NEW }SPECIAL NEW,, SPECIAL I, I I . i os ------ I MTC TRAIL (2) MTC TRAIL I ARRO\ (2) AI ROW i 1 V. \\ PARKING`',(2) PARKING • at (2 SIGNS PACED (SIGNS`PLACED S I0S--�-_--�- �'��--"'OIQS I 0S WEST -BOUND AT-TttE NORTH- Ak D � INTERSECTION OF OIOS SOUTH -BOUND '\, \ \ I i i I OIOS ALONG S. COLLEGE FAIRWAY LANE AND , jI I , i I PER ENG DIR� FOSSIL DRIVE ENG DI TI I . I 14 1 15 16 9�J @ © N J I k iI `'`� - - ` 0 40 FFI:SBURG H O LT & SCALE: 1"=40' ULLEVIG Computer File Information Index of Revisions 9&a As Constructed MASON STREET/HARMONY ROAD/ Project No./Code Creation Date: 08/15/03 Initials: JAW O FOSSIL CREEK BIKE/PEDESTRIAN Last Modification Date: 04/05/04 Initials: JAS O City of Fort Collins COLORADO DEPARTM ENT No Revisions: PROPOSED SIGNING & STRIPING AQC M455-056 CITY OF FORT COLLINS OF TRANSPORTATION Designer: BAS 13647 Full Path: I:\02181\Acad\Final Trail Design\Sheet 1420 2ND STREET Revised: 281 NORTH COLLEGE AVENUE GREELEY CO 80631 O FORT COLLINS, CO 80522 Phone: 970-350-2126 Detailer: JSP Drawing File Name: LSS104 Phone: 970-221-6605 FAX: 970-350-2198 Void: Sheet Number D Acad Vey, 2000i Scale: 1"=40' Units: ENGLISH O FAX: 970-221-6378 Region 4 DJM Sheet Subset: Plan Subset Sheets: LSS-2 of 6 5 C1 - 296 _—i t i --------------- 5 09 D " � /�ALL t6� FO R/ IN FOR" -111/" T N D ST PIN GTO BE BY, TH : C I 0 EORT GOLLI N S _ ; TR/ N SNf PE v- _---------._------- -- --------------------------------------------------- ~` ---------------- ------------------- ---------------___----------------------------------------------- ------------ - , ----------------------------- 4� l\ } \ �t \ \ t ,t J L \ 0 l\ 20 R5 0 N N/E L-------------- t ' 14OLTI & SCALE: 1 "=40' ULLE V I G Computer File Information Index of Revisions o As Constructed MASON STREET/HARMONY ROAD/ Project No./Code Creation Date: 08/15/03 Initials: JAW O _ FOSSIL CREEK BIKE/PEDESTRIAN Last Modification Date: 04/05/04 Initials: JAS CitvofF�_ COLORADO DEPARTMENT No Revisions: PROPSOED SIGNAGE & STRIPING AQC M455-056 CITY OF FORT COLLINS OF TRANSPORTATION Designer: BAS 13647 Full Path: I:\02181\Acad\Final Trail Design\Sheet 1420 2ND STREET Revised: 281 NORTH COLLEGE AVENUE GREELEY CO 80631 Drawing File Name: LSS105 O FORT COLLINS, CO 80522 Phone: 970-350-2126 Detailer: JSP PhoFAX: 970� —22 05 FAX: 970-350-2198 Void: Sheet Number .� Acad Ver. 2000i Scale: 1 =40 Units: ENGLISH 6378Region 4 DJM Sheet Subset: Plan Subset Sheets: LSS-3 of 6 C1 - 296 NO (V -------------- ------------------- ------------- 5a3© ------------ ------ - - - - -- ------ 504 5a40`--------------` - - - __.--t------- - ----- ----------- -------------------_--- ----------------------------- FO R\1 I N FO R MATI 0 SIGN0I"'G AND ST BY THE .CITY OF ONLY 1,,1P I N G FORT - ALL TRAIL TO BE INSTALLED COLLINS PERSONN L. ---------------------- - --------bOS_---------- ObOS _ - --- �-OtrOS -------------------- ---------------------- _---- ---...--------' ------ _-_ _==e«= ---------------------- ~ `---------- 0 --'2a, -_ 40 SCALE: 1 "=40' 2` 2( FEL9btTRCi HOLT & ULLEVIG Computer File Information Index of Revisions oz As Constructed MASON STREET/HARMONY ROAD/ Project No./Code Creation Date: 08/15/03 Initials: JAW O _ _ FOSSIL CREEK BIKE/PEDESTRIAN Last Modification Date: 04/05/04 Initials: JAS 0 CitvofF u_ COLORADO DEPARTMENT No Revisions: PROPOSED SIGNAGE & STRIPING AQC M455-056 CITY OF FORT COLLINS OF TRANSPORTATION Designer: BAS 13647 Full Path: I:\02181\Acad\Final Trail Design\Sheet 1420 2ND STREET Revised: 281 NORTH COLLEGE AVENUE GREELEY CO 80631 Drawing File Name: LSS106 O FORT COLLINS, CO 80522 Phone: 970-350-2126 Detailer: JSP > FAX:Pho9707 221 2 637805 FAX: 970-350-2198 Void: Sheet Number Acad Ver. 2000i Scale: 1 =40 Units: ENGLISH Region 4 DJM Sheet Subset: Plan Subset Sheets: LSS-4 of 6 52 C1 - 296 0 CD FOR R M `AT I0,N \ \ \N LY ' ALL"--TRAI" `\ 1 ,5 SIGNING A D \\\\\`� T R1 P..1 NC ------TO B.---- -1N_S TALN, r t 1 B T" HE C Y 0 F 0 ITT-`.. C O'L--Ll- NS------P E-IRS-0N; 1 �_____' i /` ; \` 1 1 1 ,,/ ``i 1',; i, rJ/ �' t' ,'•' 1 �i li � j fi 1. Oil I0 't' t `♦ '� ', y( , , 1 \ , t , .♦ ill 1, t, l/, If \ V� / ....-."" Q ,` 1 I if `\ \ '\ I I11 11 ! / iJi/ii' ,'' , '` �(`��/ .•I •''/J _ It ---------------- IN ___'-___`/ /•" (' f ' :'rf II, / - ------------------------ -"-- -- J i -- ---- ______ t -- -----' ___ _ ---------------- ---- ____ ______ __ ___ _ � L _elf/,it /n _. _. ._ .� ._ .._._..._ • r r ` ------------=--- 5040------ — — 5040 5040 ------ __ 5040 5040---------- _ --'_-- ------- --___0 t7 o g ------------------ -- - - --- ------------------------------------ ---- ------------------ - ---- _ 09 --- - ------ ---- _ ----'----------- -' /_____ p-------- ----------------------------------------- 0, _ __ _ +w - '------------------- / O ' .._____________'___". O"` ^i ' / ii I I j '\\\ `, `\♦ `, \, ' `\\\\ 4 \•. \,, \I 1 1 j t, ' `-___'_._-------------- - I II l\\♦ ♦ ♦ \ 1\`'•\. '\ i `\ \, ++-` -•'" J /' 1 1\` \\ �,` ..`w "_ 4_4v , I ©� © ' tit ` -"--_.-----------------'.-.. ,,^, I , \ ♦ ♦ •••. w� ...-_ ,-_. \/ i i ~ _...____ 15' TEMPORARY BASEMENT -------------------------- - -- - ; , , 14Q, \\ .>,1 z , _ , ' `~- ; i 11! -; %; - -------- w ' ` `\ �, NEW SPDCU+� -- - '� 54 - -------------- I J'; 1 MTC T L 2 - - . 36 . '' -_ LTA CENTERLINE. $EE- TABULAT1dN ,' 1 2 o I =--"'" " ,' I ; 1 I -------------- ------------- -------- I ; / / - - / , I r r , : I, O i 1 /' / r/ r I i / r OF TRAIL STRIPING -FOR EXTENTS, �' „'R (� 'L 3 ' 4 ! B ;�'�f ----- --- -- , \ /' ---- -- ---' 25' PER*NEVT E*MENZ'` ; I�l , I 1 MAIL CREEK O 1 ipi I N r l -- \ T� I I fy��1-'��Jf, r it r : r / / , / t l PU i 1 i 1 i 555 i i�i i 11 i 1 ` t 7s-----------------" ' - -----------(-�- / 1 i I i ii i iiii ili --- _ _ __________.-A.-____ . i __ _ - D-� ( / /� , - ' j f .. .... .... .., 1 - _ -!w _ Y_ - J , _ _ _________ __ _ i J 25' PERMANENT EASEMENT ;NEW __....__. NEW SP IAL" MTC TRAI (2) JR Q20' TEMPORARY EASEMENT \IX j TO COLLEGE AVE. TO FRONT RANGE I ( i I ,' ',♦ `,\ COMMUNITY I ! ; `f ,' COLLEGE I t I NO OTOR ; i 4 VE LES 1 I ( \ j u I EW PECIAL %r S ` ELD 0 PED I OSS CREEK 4' O I RAIL 0.8 MI)� I ; 6 1 i I 1 t jL\ \\ I ,; , , L ' 1 I �•+ p i r , 11 ' �! 'i ; i+ ` j �� , r Ii 1 Itl `, ♦`'\ - / i i O I i`J i ; i �' I OV' j 5 i� 0 20 Ilk J j SCALE: 1 "=40' \ _ 1 1 t I Ij/ ` 1 1 f IFELSBURG HOLT & ULLEVIG Computer File Information Index of Revisions oT As Constructed MASON STREET/HARMONY ROAD/ Project No./Code Creation Date: 08/15/03 Initials: JAW O FOSSIL CREEK BIKE/PEDESTRIAN Last Modification Date: 04/05/04 Initials: JAS 0 CitvofF� COLORADO DEPARTMENT No Revisions: PROPOSED SIGNAGE & STRIPING AQC M455-056 CITY OF FORT COLLINS OF TRANSPORTATION Designer: BAS 13647 Full Path: I:\02181Wcad\Final Trail Design\Sheet 1420 2ND STREET Revised: 281 NORTH COLLEGE AVENUE GREELEY CO 80631 Drawing File Name: LSS107 O FORT COLLINS, CO 80522 Phone: 970-350-2126 Detailer: JSP Phone: 970-221 —6605 FAX: 970-350-2198 VOId: Acad Ver. 2000i Scale: 1"=40' Units: ENGLISH O FAX: 970-221-6378 Region 4 DJM Sheet Subset: Plan Subset Sheets: LSS-5 of 6 Sheet Number C1 - 296 e-- FIFO — FOSSIL s 3' MIN 3' MIN • • • EEK TRAIL 6' MAX -all6' MAX C:3 _ • SPECIAL 12" x 6" A TR OA MI) `" �n z z SPECIAL 12' ' x 6' ' 'i1-III-11 =—_ = — TTi- — 11I==iil '-1 I I i I I —III—) I! —I I!=1 I I=1 I I_=i i WIDTH OF TRAIL INCLUDING SHOULDER SPECIAL 12' ' x 18' ' SPECIAL 12' ' x 18' ' SPECIAL 12' ' x 18' ' SPECIAL 12' ' x 18' ' C:3 1 TRAIL SIGN HEIGHT SCALE: NTS DT—SignHeight.dwg • SPECIAL 12' ' x 6' ' AVEFOSSIL FOSSIL HARMONY iEEK 3' TRAILCREEK C ROAD TRAIL 1 1A MI) - • (OA RANGESPECIAL 12' ' x 6' ' COMMUNITY �I CO GE• • co SPECIAL 12' ' x 18' ' SPECIAL 12' ' x 18' ' SPECIAL 12' ' x 18' ' SPECIAL 12' ' x 18' ' SPECIAL 12' ' x 6' ' _ III=III 1-1 I ICI I I TRAIL No 2 TRAIL SIGN AT CONSTRAINED LOCATION MOTOR YIELDSCALE NfS DT-Sigo*ht.dwg VEHICLES R5-3 24' ' x 24' ' RA-080 18' ' x 18' ' SPECIAL 18' ' x 18' ' FELSBURG HOLT & ULLEVIG Computer File Information Index of Revisions o As Constructed MASON STREET/HARMONY ROAD/ Project No./Code Creation Date: 08/15/03 Initials: JAW O _ FOSSIL CREEK BIKE/PEDESTRIAN Last Modification Date: 08/27/03 Initials: BAS O CityofFortCollins COLORADO DEPARTMENT No Revisions: SITE DETAILS AQC M455-056 CITY OF FORT COLLINS OF TRANSPORTATION Designer: BAS 13647 Full Path: I:\02181Wcad\Final Trail Design\Sheet 1420 2ND STREET Revised: 281 NORTH COLLEGE AVENUE GREELEY CO 80631 Drawing File Name: LSS501.dwg O FORT COLLINS, CO 80522 Phone: 970-350-2126 Detailer: JSP Phone: 970-221 —6605 FAX: 970-350-2198 5 4- Acad Ver. 2000i Scale: Units: ENGLISH O FAX: 970-221-6378 Region 4 DJM Void: Sheet Subset: Detail Subset Sheets: LSS-6 of 6 Sheet Number C1 - 296 TABULATION OF SIGNS I V SIGN N0. SIGN CODE LOCATION SIGN PANEL SIZE BACK- GROUND COLOR REMOVE GROUND SIGN (EACH) RESET GROUND SIGN NO. OF POSTS LENGTH OF POST FT ( ) CITY PERSONNEL INSTALLED ITEMS POST TYPE (LINEAR FEET) SIGN PANEL (SF) L -- J _ 1 FT CLASS I CLASS II 4 SPECIAL SEE SHEET TP-01 18"x24" WHITE 1 10 10 3 5 SPECIAL SEE SHEET TP-01 18"x24" WHITE 1 10 10 3 6 SPECIAL SEE SHEET TP-01 18"x24" WHITE 1 10 10 3 7 R7-8 SEE SHEET TP-01 12"x18" WHITE 1 9.5 9.5 1.5 8 R7-8 SEE SHEET TP-01 12"x18" WHITE 1 9.5 9.5 1.5 9 R10-6 SEE SHEET HPL-1 12"x24" WHITE 1 10.0 10.0 2.0 1CA W11-1 SEE SHEET HPL-2 30"x3O" YELLOW 1 1 11.0 11.0 6.25 10B W16-7P SEE SHEET HPL-2 24"x12" YELLOW MOUNT WITH 1CA 2.0 11 R10-6 SEE SHEET HPL-2 12"x24" WHITE 1 10.0 10.0 2.0 12A W11-1 SEE SHEET HPL-2 30"x30" YELLOW 1 11.0 11.0 6.25 12B W16-7P SEE SHEET HPL-2 24"x12" YELLOW MOUNT WITH 12A 2.0 13A SPECIAL SEE SHEET HPL-1 24"x24" WHITE 1 1 10 10 4 13B SPECIAL SEE SHEET HPL-1 24"x15" WHITE MOUNT WITH 13A 2.5 14A SPECIAL SEE SHEET HPL-2 24"x24" WHITE 1 1 10 10 4 14B SPECIAL SEE SHEET HPL-2 24"x15" WHITE MOUNT WITH 14A 2.5 15A SPECIAL SEE SHEET PL-1 24"x24" WHITE 1 1 10 10 4 15B SPECIAL SEE SHEET PL-1 24"x15" WHITE MOUNT WITH 15A 2.5 16A SPECIAL SEE SHEET TP-01 24"x24" WHITE 1 1 10 10 4 16B SPECIAL SEE SHEET TP-01 24"x15" WHITE MOUNT WITH 16A 2.5 SHEET TOTAL 131.0 1 58.5 SIGNING NOTES 1. POST LENGTHS ARE PROVIDED FOR ESTIMATING PURPOSES ONLY. THE RESPONSIBLE FOR DETERMINING EXACT POST LENGTHS NECESSARY TO 2. THE LOCATION OF THE SIGNS ARE APPROXIMATE. THE FINAL LOCATION PER THE LATEST CDOT AND MUTCD STANDARDS AND AS APPROVED BY 3. ANY DAMAGE DONE TO THE EXISTING UTILITIES DURING THE PLACEMEN OF THE CONTRACTOR. T CONTRACTOR SHALL MEET LATEST CDOT OF THE SIGNS TO THE ENGINEER. OF SIGNS IS THE BE STANDARDS. BE DETERMINED RESPONSIBILITY 4. SIGN POST SHALL BE INSTALLED PER CDOT STANDARD PLAN 614-8 (GROUND MOUNTED SIGN SUPPORT DETAILS). TABULATION OF PAVEMENT MARKINGS LOCATION CITY PERSONNEL INSTALLED ITEMS PAVEMENT MARKING LINES (LINEAR FEET) (SQUARE FEET) ACCESSIBLE SYMBOL (SF) X-HATCH WHITE SOLID 8 INCH PARKING WHITE SOLID 4 INCH PREFORMED PLASTIC (TYPE B) WHITE SOLID BLUE EPDXY WHITE EPDXY XWALK - STOPLINE 24 INCH WORD - SYMBOL EPDXY EPDXY SEE SHEET TP-01 8 9 78 SEE SHEET HPL-1 189 38 41 SEE SHEET HPL-2 120 143 84 TOTAL (LIN. FEET) - - 309 78 TOTAL (SQ. FEET) 8 8 206 26 181 125 TOTAL GALLONS .1 1 .1 2 .3 PAVEMENT MARKINGS SUMMARY TOTAL ITEM 627 - EPDXY PAVEMENT MARKINGS: WHITE - 1 GAL BLUE - 1 GAL TOTAL - 2 GAL STRIPING NOTES 1. FOR DETAILS OF PAVEMENT MARKING LINES AND LINE PLACEMENT, SEE STRIPING PLANS AND CDOT STANDARD S-627-1. FOR INFORMATION ONLY ALL SIGNING AND STRIPING ON HARMONY ROAD TO BE INSTALLED BY THE CITY OF FORT COLLINS PERSONNEL. PFELSBURG �IHOLT & ULLEVIG Computer File Information Index of Revisions - Sul' ----- "-T " I'` - 'TII _> ,r F,�t COLORADO DEPARTMENT CITY OF FORT COLLINS OF TRANSPORTATION - - -� - I - _ F'T LL- --F - _ r --LC _ = = _ - - - - _ - Region 4 PJG As Constructed MASON STREET/HARMONY ROAD/ FOSSIL CREEK BIKE/PEDESTRIAN TAB U LATI 0 N 0 F SIGNS & STR I P I N G Project No./Code Creation Date: 09/04/03 Initials: JGF No Revisions: AQC M455-056 Last Modification Date: 03/22/04 Initials: JGF Full Path: I:\02181\Acad\Final Trail Des ign\Sheet Revised: Designer: JGF 13647 Drawing File Name: T02181 SSS03.dwg Detailer: JGF Void: Sheet Number 55 Acad Ver. 2000i Scale: NONE Units: ENGLISH Sheet Subset: TRAFFIC Subset Sheets: SS-1 of 1 G1 - Z96 M CAUTION SPECIAL AO ACTIVE 24"x24" RAILROAD . . SPECIAL STAY OFF 24" B " TRACKS O -4k - BIKE/PEDESTRIAN TRAIL \ \ T1 TRAIL PARKING TASK: - - T9 O1 SURFACE PLAZA WITH 6 INCHES CONCRETE, SEE TRAIL PARKING NOTE (TPN) 9 AND 15 T- SEE TRAIL PARKING SITE PLAN FOR PLAZA AMENITIES. W _ _ O2 TYPE 1A CURB RAMP WITH DETECTABLE WARNING DOME PAVERS, (SEE TPN 8). - a O + T10 CD O - � -}- 0 O6 INCH SPILL CURB AND GUTTER, (SEE TPN 5). 9 Ln CO T4 RSERVED - OTYPE 2A CURB RAMP WITH DETECTABLE WARNING DOME PAVERS, (SEE TPN 8 AND PEAR NG T5 2 ACCESSABLE PARKING CURB RAMP DETAIL ON SHEET TP-2). R7-8 O5 TIMBER CURBING, SEE TPN 10, (SEE TIMBER CURBING DETAILS ON SHEET TP-2). 12 x18 0 T11 8 TRAIL LIGHTING SHOWN FOR INFORMATION 74 T13 T12 T25 ONLY. TRAIL LIGHTS TO BE INSTALLED O6 —119 8 INCH CONCRETE PAVEMENT ON 6 INCH AGGREGATE BASE COURSE (CLASS 6), (SEE O �/ 3 5 BY CITY OF FORT COLLINS PERSONNEL TPN' S 4, 6, AND 7). _ I v -10 7 N ,�° O7 SURFACE THE PARKING LOT WITH 6 INCH COMPACTED RECYCLED ASPHALT, (SEE m 4 T17 I \' T4o s T41 10 5011 TPN' S 2 AND 4). T18 T26 T20 T19 T39 T38 T43 T42 O8 SPLIT RAIL FENCE, (TO BE FURNISHED AND INSTALLED BY OTHERS). ACCESSIBLE PARKING SPACE SYMBOL 10.0 (BLUE BACKGROUND/WHITE BORDER) 4" SOLID ITE 70 PARKING LINE s Og PLACE BOLLARDS AS SHOWN AT 5' -0" SPACING, (SEE BOLLARD DETAIL ON SHEET TP-02). 12 11 • 10 PLACE DELINEATORS AS SHOWN AROUND THE PERIMETER OF THE PARKING LOT AND j I 9s � 5010 AT EACH CORNER OF THE TIMBER ISLANDS, (SEE TPN 15). 0 I �o 11 BACKFILL THE ISLANDS BETWEEN THE TIMBER CURBING TO THE TOP OF THE TIMBER 5 CURBING AND SEED, (SEE LANDSCAPE PLANS). -r 5 7 ° PROVIDE TWO - 5 FT WIDE OPENINGS IN THE FENCE 12 CONSTRUCT 8' WIDE PATHWAY WITH 6 INCHES OF RECYCLED ASPHALT, (SEE TPN 2). 7 90 5 13 REMOVE THE EXISTING FENCE IN CONFLICT WITH THE IMPROVEMENTS AS DIRECTED BY ss THE CITY OF FORT COLLINS, (SEE TPN 1). 8' 19' 24' 19' 10' 19' 24' 19, 5„ _ 18 14 REMOVE EXISTING BARRICADE, (SEE TPN 1). Sa`' OVERSIZED 15 INSTALL A 3/4 INCH WATER SERVICE LINE FROM THE MAIN IN FOSSIL DRIVE TO THE 8 O J VEHICLE DRINKING FOUNTAIN IN THE PLAZA, TAP MAIN SOUTH OF VALVE (SEE TPN' S D ° PARKING 24 s" 11,12,13, AND 14, AND METER DETAIL). I o 16 APPROXIMATE WATER METER LOCATION, (SEE TPN 13). I .0 17 END FENCE OF FENCE AT PROPERTY LINE. SPECIAL - ° 5009 PARKING SUMMARY 8S INSTALL TWO TRAIL PARKING" SIGNS ( SIGNS 14-19 ) � ALONG COLLEGE AVENUE. LOCATION OF s HANDICAP SPACES 2 SIGNS TO BE AS DIRECTED BY THE CITY OF _ 11 FORT COLLINS. DURING CONSTRUCTION. (SEE EXIST. FH STANDARD SPACES 54 TRAIL SIGNING PLAN LSS-2 AND TABULATIONS R/W LINE 1 1 - ° F� NI SI NG DETAILS.) OVERSIZE SPACES 5 ---- - _; — T- -- - — --15-- -- 10 BO 17 I - - -- - -- - - - - - - - -W" - - W - - W 7.0 10 T35 TOTAL SPACES 61 T34 T31 6 T37 T44 �`_ Q 13 _ . T2 - -- F00$5IL DRIVEI = - - - - - S 32 T46 EXIST. 8" WATER I s 10 5 T33 T47 0 5 5 S W �EXIS�f. 8" SANITARY MATCH TRAIL PARKING ACCESS —I 14 0 7 0 o I Z WITH EXIST. ROADWAY 5o a Q �� JIL --1 _ T30 • T28 � z 5 r� INSTALL TRAIL PARKING SIGN (SIGNS 21 -23) _ - _ SEE TRAIL SIGNING PLAN LSS-2 PROVIDE 1" GAP IN TIMBER CURBING - — - --- -- - - - — 0 20 40 FELSBURG Q �' AND TABULATIONS FOR SIGNING 17 TAPER ENDS OF TIMBER H O LT BL ILL- DETAILS). CURB AT 1:1 (tYP.) BETWEEN POINTS T28 AND T29. SCALE: 1 "=40' rl ULLEVIG Computer File Information Index of Revisions -- �n7 As Constructed MASON STREET/HARMONY ROAD/ Project No./Code Creation Date: 07/21/03 Initials: SYS ____ FOSSIL CREEK BIKE/PEDESTRIAN """"" -"' No Revisions: AQC M455-056 Last Modification Date: 06/02/05 Initials: SPG O c,c,°fF�rcc°u°S COLORADO DEPARTMENT TRAIL PARKING PLAN Full Path: I: 02181 Acad Final Trail Desi n Sheet CITY OF FORT COLLINS OF TRANSPORTATION Designer: SPG SED 9 = rT -' 1 - F -,-LE _r_ _ - Revised: 9 / 13647 Drawing File Name: R02181 PLN08A.dwg FII - = F = I= Detailer: SYS Acad Ver. 2000i Scale: Units: ENGLISH - Region 4 PJG Void: Sheet Subset: Plan Subset Sheets: TP-01 of 4 Sheet Number 56 c1 - 296 C.00 C f I w M 6" DIA. x 3/16" THICK STEEL POST WITH 3/16" STEEL CAP 9" SILVER REFLECTOR TAPE FASTENED TO POST 6" CONCRETE SLAB #4 REBAR WELDED TO POST CONCRETE FOOTING NOTES: 1. STEEL CAP TO BE WELDED TO POST. 2. SEE TRAIL PARKING PLAN (TP-1) FOR BOLLARD LOCATIONS AND SPACING. 3. BOLLARDS SHALL BE SMOOTH WITH ALL ROUGH EDGES REMOVED. 4. PRIOR TO INSTALLING THE REFLECTOR TAPE, THE BOLLARDS SHALL BE FINISHED WITH ONE PRIME COAT AND 3 FIELD COATS OF PAINT APPLIED. TYPE AND COLOR OF PAINT SHALL BE AS SPECIFIED BY THE CITY OF FORT COLLINS. 8" X 8" ROUGH SAW CUT TIMBER FASTENER ANGLE (1/4" THICK) (SEE NOTE 1) 8' °.1 2" NAIL 2—TOTAL J 2" X 2" X 1/4" STEEL ANGLE AT 90' CORNERS ONLY (SEE NOTE 2)_" 2" 12" �j 1/2" DIA. BOLT WITH NUT & WASHERS (4—TOTAL) 3' CI G I C I PEDESTRIAN CURB / BACK OF WALK 6 6„ O • 4HA --- ASPHALT � 3 1� ni 12 �v ® 1`�_ co �� TOP OF CURB 0 0 0 0 0 0 0 0 0 6„ o00000000 000000000 6„ 0 0 0 0 0 0 0 0 0 6 6" 23 FZODYZ/NE 15 SEE PONTRAIL PARKINGTIMBER 6'CURBIABLE NSEE TRAIL PARKING _ 3 3 O TASK / /. 67 ' 1/2" DIA. BOLT WITH 24 1/4" THICK FASTNER NUT & WASHER 4" 8" X 8" ROUGH SAW CUT TIMBER 8„ GROUND LINE 2 "r GAP SEE NOTE 1 NOTES: TIMBER CURBING —JOINING 1. PROVIDE 1 INCH "GAP" BETWEEN TIMPER UNITS BETWEEN POINTS T28 AND T29. AT ALL OTHER LOCATIONS PROVIDE NO GAP (ABUT UNITS). 5' DETECTABLE WARNING DOME PAVERS (SEE CDOT STD M-608-1 AND CITY OF FORT COLLINS DETAILS). 11.67' AUTO CURS AND GUTTER TYPE 2-5EC. /Bj ASP/ZZJ CESSIBLE PARKING CURB RAMP (TYPE 2A RAMPS BACKFILL AND SEED MEDIANS (SEE LANDSCAPE PLANS) 8» 8"X8" ROUGH SAW CUT TIMBER PARKING LOT SURFACE 6" COMPACTED RECYCLED ASPHALT 6" 2" COMPACTED SUB —GRADE NOTES: TIMBER CURBING —SECTION 1. ALL TIMBER SHALL BE PRESSURE TREATED PER THE LATEST EPA REQUIREMENTS FOR USE IN PUBLIC PLACES. THE TYPE OF WOOD AND TREATMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS PRIOR TO INSTALLATION. 2. ALL INDIVIDUAL UNITS OF THE TIMBER CURBING SHALL BE CONNECTED WITH METAL FASTENERS. THE FASTENERS SHALL BE HEAVY DUTY GALVANIZED METAL, A MINIMUM OF .25 INCHES THICK, 4 INCHES WIDE, AND 24 INCHES LONG. THE METAL FASTENERS SHALL BE FABRICATED TO MATCH THE DEFLECTION ANGLE OF THE TIMBER CURBING JOINTS, AND ATTACHED TO THE TIMBER WITH FOUR — 1/2 IN. DIAMETER BOLTS (2—BOLTS PER EACH LENGTH OF TIMBER), (SEE DETAILS THIS SHEET). 3. ANCHOR THE TIMBER CURBING ENDS AND ANGLE POINTS WITH A 2' X2" STEEL ANGLE DRIVEN A MINIMUM OF 3 FT. INTO THE GROUND, (SEE CORNER DETAIL). TIMBER CURBING —CORNER NOTES: P.A FELSBURG 1. FASTENER ANGLE TO MATCH ANGLE OF JOINING TIMBER CURBING. IHOLT 2. INSTALL STEEL ANGLE AT 90' CORNERS ONLY. ULLEVIG Computer File Information 0 Index of Revisions _ 'u1' ----- As Constructed MASON FOSSIL STREET/HARMONY ROAD/ CREEK BIKE/PEDESTRIAN Project No./Code Creation Date: 01/14/04 Initials: SPG � Cite of Fort Collins CITY OF FORT COLLINS -- LL-_ C 11- - _' _ _ h - COLOR DO PDEPARTMENT OF TRANSPORTATION _ - -- _ - F LE Region 4 PJG No Revisions: TRAIL PARKING DETAILS AQC M455-056 Last Modification Date: 04/24/04 Initials: SPG Full Path: I:\02181\Acad\Final Trail Design\Sheet Revised: Designer: SPG 13647 Drawing File Name: R02181 PLN08B.dwg Detailer: SPG Void: Sheet NumberJ7 Acad Ver. 2000i Scale: Units: ENGLISH Sheet Subset: Plan Subset Sheets: TP-02 of 4 vi — am Of TRAIL PARKING PO NT DATA TABLE PT. NORTHERLY EASTERLY ELEV. DESCRIPTION T1 105904.52 193754.56 5011.81 MATCH EAST SIDE OF TRAIL T2 105910.51 193766.62 5011.73 EDGE OF PLAZA, (R=10 FT.) T3 105906.42 193780.99 5011.43 EDGE OF PLAZA T4 105904.81 193794.85 5011.24 EDGE OF PLAZA, (R=7 FT.) T5 105889.92 193794.47 5011.42 EDGE OF PLAZA T6 105889.75 193801.13 5011.28 EDGE OF PLAZA T7 105874.38 193800.73 5011.57 EDGE OF PLAZA T8 105873.42 193838.55 5011.11 EDGE OF PLAZA T9 105933.50 193762.81 5012.18 MATCH EAST SIDE OF TRAIL T10 105928.93 193782.26 5011.80 EDGE OF PLAZA, (R=10 FT.) T11 105921.87 193806.95 5011.00 MATCH BACK OF CURB T12 105935.24 193807.79 5010.78 FLOWLINE - END OF CONCRETE CURB & GUTTER T13 105921.72 193807,44 5010.50 FLOWLINE - END OF RAMP T14 105905.73 193807.03 5010.50 FLOWLINE - END OF RAMP T15 105882.74 193806.45 5010.74 FLOWLINE - ANGLE POINT T16 105882.02 193834.77 5010.45 FLOWLINE - ANGLE POINT T17 105899.51 193835.22 5010.33 FLOWLINE - PCR, (FL R=1.5 FT.) T18 105904.97 193836,86 5010.25 EDGE OF CONCRETE PAVEMENT T19 105899.43 193838.22 5010.17 FLOWLINE - PCR T20 105881.94 193837.77 5010.29 FLOWLINE - END OF CONCRETE CURB & GUTTER T21 105873.94 193817.89 5010.79 FACE OF CURB AT BOTTOM OF RAMP T22 105873.82 193822.89 5010.73 FACE OF CURB AT BOTTOM OF RAMP T23 105882.44 193818.11 5010.62 FLOWLINE AT BOTTOM OF RAMP T24 105882.31 193823.11 5010.56 FLOWLINE AT BOTTOM OF RAMP T25 105984.75 193809.05 5011.20 TOP OF LOT SURFACE AT FACE OF CURB T26 106013.29 193839.08 5011.00 TOP OF LOT SURFACE AT FACE OF CURB T27 106009.07 194004.11 5008.00 TOP OF LOT SURFACE AT FACE OF CURB T28 105979.05 194032.64 5007.30 TOP OF LOT SURFACE AT FACE OF CURB T29 105856.43 194029.52 5005.80 TOP OF LOT SURFACE AT FACE OF CURB T30 105826.82 194032.69 5004.90 BEGIN TIMBER CURBING - MATCH EXISTING ROADWAY T31 105827.62 193994.47 5005.50 BEGIN TIMBER CURBING - MATCH EXISTING ROADWAY T32 105857.04 194005,53 5006.00 TOP OF LOT SURFACE AT FACE OF CURB T33 105896.64 194006.53 5006.60 TOP OF LOT SURFACE AT FACE OF CURB T34 105896.81 194000.20 5006.90 TOP OF LOT SURFACE AT FACE OF CURB T35 105877.81 193999.72 5007.20 TOP OF LOT SURFACE AT FACE OF CURB T36 105920.80 194000.81 5007.00 TOP OF LOT SURFACE AT FACE OF CURB T37 105939.79 194001.30 5007.30 TOP OF LOT SURFACE AT FACE OF CURB T38 105943.92 193839.35 5010.40 TOP OF LOT SURFACE AT FACE OF CURB T39 105924.92 193838.87 5010.20 TOP OF LOT SURFACE AT FACE OF CURB T40 105925.09 193832.54 5010.30 TOP OF LOT SURFACE AT FACE OF CURB T41 105974.40 193833.79 5010.80 TOP OF LOT SURFACE AT FACE OF CURB T42 105974.24 193840.12 5010.70 TOP OF LOT SURFACE AT FACE OF CURB T43 105955.25 193839.64 5011.00 TOP OF LOT SURFACE AT FACE OF CURB T44 105951.12 194001.59 5007,90 TOP OF LOT SURFACE AT FACE OF CURB T45 105970.11 194002.07 5007.60 TOP OF LOT SURFACE AT FACE OF CURB T46 105969.95 194008.40 5007.50 TOP OF LOT SURFACE AT FACE OF CURB T47 105920.64 194007.15 5006.90 TOP OF LOT SURFACE AT FACE OF CURB TRAIL PARKING NOTES 1. PRIOR TO THE TRAIL PARKING LOT CONSTRUCTION, THE IMPACTED FENCING AND BARRICADE SHALL BE REMOVED. ALL FENCE REMOVAL AND BARRICADE REMOVAL SHALL BE PAID FOR PER ITEM 201 - CLEARING AND GRUBBING, SEE GENERAL NOTE 31 ON SHEET GN-1. 2. THE TRAIL PARKING LOT AREA AND THE PATHWAY SHALL BE SURFACED WITH 6 INCHES OF COMPACTED RECYCLED ASPHALT TO THE LIMITS AS SHOWN. THE LOT SURFACE TO BE ROLLED TO PROVIDE A SMOOTH SURFACE. ALL COST TO SURFACE THE LOT INCLUDING ROLLING AND COMPACTION TO BE INCLUDED IN ITEM 406 - COLD BITUMINOUS PAVEMENT (RECYCLED). COORDINATE THE MATERIAL SOURCE WITH THE CITY OF FORT COLLINS PRIOR TO BID. 3. THE "SPLIT RAIL" FENCE TO BE FURNISHED AND INSTALLED BY OTHERS AND IS NOT PART OF THIS CONTRACT. 4. THE CONTRACTOR SHALL RESHAPE THE SUB -GRADE MATERIAL IN THE TRAIL PARKING LOT AREA TO THE GRADES AS SHOWN ON THE PLANS. THE RESHAPING MAY REQUIRE IMPORTING MATERIAL IF NECESSARY, AND EXPORTING EXCESS MATERIAL IF NECESSARY. THE CONTRACTOR MAY NEED TO OVER EXCAVATE AND RE -COMPACT TO OBTAIN A REQUIRED COMPACTED SUB -GRADE AS SPECIFIED. RESHAPING, IMPORT, EXPORT, OVER EXCAVATION, AND RE -COMPACTION SHALL NOT BE PAID FOR SEPARATELY, BUT SHALL BE INCLUDED IN THE WORK. 5. ALL CONCRETE CURB AND GUTTER SHALL BE TYPE 2 (SECTION I-B) AND BE INSTALLED WITH SPILL GUTTER. 6. AT THE CONTRACTOR'S OPTION, THE CURB AND GUTTER MAY BE POURED MONOLITHICALLY WITH THE ABUTTING CONCRETE PAVEMENT. 7. THE CONCRETE PAVEMENT SHALL BE 8 INCHES THICK PLACED ON 6 INCHES OF COMPACTED CLASS 6 AGGREGATE BASE COURSE, AND PAID FOR PER ITEM 412 - CONCRETE PAVEMENT (8 INCH). INCLUDED IN THIS ITEM ARE ALL REQUIRED CONCRETE JOINTS. 8. ALL CURB RAMPS TO BE PAID FOR AS ITEM 608 - CURB RAMP. THE CURB RAMPS SHALL HAVE DETECTABLE WARNING DOME PAVERS. THE COST OF THE DETECTABLE WARNING DOME PAVERS TO BE INCLUDED IN THE COST OF THE RAMP. THE DOME PAVERS TO BE AS SPECIFIED BY THE CITY OF FORT COLLINS. 9. THE PLAZA AREA AND SIDEWALKS ADJACENT TO THE TRAIL PARKING LOT TO BE PAID FOR AS ITEM 608 - CONCRETE SIDEWALK (6 INCH). 10. THE TIMBER CURBING TO BE PAID FOR AS ITEM 609 - CURB SPECIAL, AND SHALL INCLUDE THE FASTENERS AND ANCHORS AS SPECIFIED, SEE TIMBER CURBING DETAIL. 11. ALL WATER FACILITY MATERIALS, CONSTRUCTION, PERMITS AND TESTING SHALL COMPLY WITH THE STANDARDS AND DETAILS OF THE FORT COLLINS-LOVELAND WATER DISTRICT. THE CONTRACTOR SHALL SCHEDULE ALL REQUIRED TESTING AND INSPECTIONS WITH THE DISTRICT, (CONTACT TERRY FARRILL AT 970-226-3104). 12. A 3/4 INCH WATER TAP SHALL BE OBTAINED FROM THE FORT COLLINS-LOVELAND WATER DISTRICT AND SHALL BE PAID FOR PER ITEM 700 - F/A WATER TAPS. WITH THE WATER TAP FEE, THE METER WILL BE PROVIDED TO THE CONTRACTOR BY THE DISTRICT AND SHALL BE INSTALLED BY THE CONTRACTOR. 13. THE WATER SERVICE SHALL BE 3/4 INCH, AND SHALL INCLUDE THE COPPER TUBING FROM THE MAIN IN FOSSIL DRIVE TO THE METER VAULT AND FROM THE METER VAULT TO THE CONNECTION TO THE DRINKING FOUNTAIN. THE CONTRACTOR SHALL EXPOSE AND TAP THE MAIN AND INSTALL THE METER AND VAULT. THE LOCATION OF THE WATER TAP AND THE METER VAULT SHALL BE AS DIRECTED BY THE FORT COLLINS-LOVELAND WATER DISTRICT. 14. ALL COST TO INSTALL THE 3/4 INCH WATER SERVICE FROM THE MAIN IN FOSSIL DRIVE TO THE DRINKING FOUNTAIN TO BE INCLUDED IN ITEM 619 - WATER SERVICE. THIS ITEM SHALL INCLUDE THE REMOVAL AND THE REPLACEMENT, IN THEIR ORIGINAL OR BETTER CONDITION, OF THE PAVEMENT, CURB AND GUTTER, LANDSCAPING, AND SIDEWALK. ALSO INCLUDED IN THIS ITEM SHALL BE THE NECESSARY MATERIALS AND LABOR, EMBANKMENT, BACKFILL, COMPACTION, CONNECTION TO DRINKING FOUNTAIN, AND THE NECESSARY COORDINATION AND SCHEDULING OF THE INSPECTIONS AND TESTING WITH THE FORT COLLINS - LOVELAND WATER DISTRICT. 15. THE DELINEATORS SHALL HAVE METAL POST AND YELLOW REFLECTORS. NIFELSBURG rI HOLT & ULLEVIG Computer File Information O (� Index of Revisions )()1j - .=Xl a orF„tc°°°, COLOR DO PDEPARTMENT CITY OF FORT COLLINS OF TRANSPORTATION - - -__LC - - = - - - Region 4 PJG As Constructed MASON STREET/HARMONY ROAD/ FOSSIL CREEK BIKE/PEDESTRIAN TRAIL PARKING NOTES Project No./Code Creation Date: 01/14/04 Initials: SPG No Revisions: AQC M455-056 Last Modification Date: 06/02/05 Initials: SPG Full Path: I:\02181\Acad\Final Trail Design\Sheet Revised: Designer: SPG 13647 Drawing File Name: R02181 PLN08C.dwg Detailer: SPG Void: Sheet Number 58 Acad Ver. 2000i Scale: Units: ENGLISH Sheet Subset: Plan Subset Sheets: TP-03 of 4 o - ?96 GENERAL NOTES UTILITY CONTACT LIST ND O% lV I 1 2 FOR PLAN QUANTITIES OF BITUMINOUS MATERIALS, THE FOLLOWING RATES OF APPLICATION WERE USED: DILUTED EMULSIFIED ASPHALT (SLOW SETTING) BITUMINOUS PAVEMENT AGGREGATE BASE COURSE (CLASS 6) RECYCLED ASPHALT AT 0.10 GAL./SQ. YD. (DILUTED) AT 110 LB./SQ. YD./INCH THICKNESS AT 133 LB./CU. FT. AT 140 LB./CU. FT. A TACK COAT OF EMULSIFIED ASPHALT (SLOW SETTING) IS TO BE APPLIED BETWEEN PAVEMENT COURSES TO IMPROVE THE BOND. DILUTED EMULSIFIED ASPHALT FOR TACK COAT SHALL CONSIST OF 1 PART EMULSIFIED ASPHALT AND 1 PART WATER. CONSTRUCTION SURVEYING WILL BE PROVIDED BY THE CITY OF FORT COLLINS CREWS. ALL SURVEYING MUST BE SCHEDULED 48 HOURS IN ADVANCE. 3. DEPTH OF MOISTURE DENSITY CONTROL FOR THIS PROJECT SHALL BE AS FOLLOWS: FULL DEPTH OF ALL EMBANKMENT BASES OF CUTS AND FILLS - 6 INCHES UNDER ALL PROPOSED PAVEMENT, CURB & GUTTER, SIDEWALKS - 6 INCHES EXCAVATION REQUIRED FOR COMPACTION OF BASES OF CUTS AND FILLS WILL BE CONSIDERED AS SUBSIDIARY TO THAT OPERATION AND WILL NOT BE PAID FOR SEPARATELY. 4. THE TYPE OF COMPACTION FOR EARTHWORK ON THIS PROJECT SHALL BE AASHTO T99. 5. WATER SHALL BE USED AS A DUST PALLIATIVE WHERE REQUIRED. LOCATIONS SHALL BE AS ORDERED. WATER WILL NOT BE PAID FOR SEPARATELY, BUT SHALL BE INCLUDED IN THE COST OF THE WORK. 6. WHERE IT IS REQUIRED TO SAW CUT EXISTING PAVEMENT, THE CUTTING SHALL BE DONE FULL DEPTH TO A NEAT WORK LINE WITH A SAW. SAWING WILL NOT BE PAID FOR SEPARATELY, BUT WILL BE CONSIDERED AS SUBSIDIARY TO REMOVAL OF PAVEMENT MAT. 7. ALL CONCRETE PAVEMENT SHALL BE CLASS P. 8. ALL JOINTING FOR CONCRETE PAVEMENT SHALL BE JOINTED PER THE CONCRETE PAVEMENT JOINT DETAILS INCLUDED IN THESE PLANS AND THE DETAILS PROVIDED ON SHEET 3 OF STANDARD PLAN M-412-1 UNLESS OTHERWISE APPROVED BY THE CITY OF FORT COLLINS. 9. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES, AS SHOWN ON THESE PLANS, IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO (UNCC) AT 1-800-922-1987, AT LEAST 2 WORKING DAYS PRIOR TO BEGINNING EXCAVATION OR GRADING, TO HAVE ALL REGISTERED UTILITY LOCATIONS MARKED. THE UNREGISTERED UTILITIES ARE TO BE LOCATED BY CONTACTING THE RESPECTIVE REPRESENTATIVES. UTILITY SERVICE LATERALS ARE ALSO TO BE LOCATED PRIOR TO BEGINNING EXCAVATION OR GRADING. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL UTILITIES DURING CONSTRUCTION AND FOR COORDINATING WITH THE APPROPRIATE UTILITY COMPANY FOR ANY UTILITY CROSSINGS REQUIRED. 11. THE CONTRACTOR SHALL COORDINATE AND COOPERATE WITH THE CITY OF FORT COLLINS, AND ALL UTILITY COMPANIES INVOLVED, WITH REGARD TO RELOCATIONS, ADJUSTMENTS, EXTENSIONS AND REARRANGEMENTS OF EXISTING UTILITIES DURING CONSTRUCTION, AND TO ASSURE THAT THE WORK IS ACCOMPLISHED IN A TIMELY FASHION AND WITH A MINIMUM DISRUPTION OF SERVICE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING, IN ADVANCE, ALL PARTIES AFFECTED BY ANY DISRUPTION OF ANY UTILITY SERVICE AS WELL AS THE UTILITY COMPANIES. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND PAYING FOR ALL REQUIRED PERMITS. 12. NO WORK MAY COMMENCE WITHIN ANY PUBLIC STORM WATER, SANITARY SEWER OR POTABLE WATER SYSTEM UNTIL THE CONTRACTOR NOTIFIES THE RESPECTIVE UTILITY PROVIDER. NOTIFICATION SHALL BE A MINIMUM OF 2 WORKING DAYS PRIOR TO COMMENCEMENT OF ANY WORK. AT THE DISCRETION OF THE WATER UTILITY PROVIDER, A PRE -CONSTRUCTION MEETING MAY BE REQUIRED PRIOR TO COMMENCEMENT OF ANY WORK. 13. TREE REMOVAL SHALL BE COMPLETED BEFORE APRIL 1ST OR AFTER AUGUST 31ST UNLESS DIRECTED BY THE ASSISTANT CITY FORESTER. THE REMOVAL OF TREES OR SHRUBS OUTSIDE THE TOE OF SLOPE WILL NOT BE PERMITTED UNLESS THEY ARE WITHIN THE CLEAR ZONE. TREES SHALL BE FALLEN AND REMOVED FROM THE PROJECT WITHIN 24 HOURS FROM THE START OF REMOVAL. IF THIS WORK MUST TAKE PLACE BETWEEN APRIL 1ST AND AUGUST 31 ST, A NESTING BIRD SURVEY MUST BE COMPLETED BEFORE CONSTRUCTION BEGINS. Computer Creation Date: Last Modification Date: Full Path: Drawing File Name: Acad Ver. 2000i File Information 08/14/03 Initials: SED 05/31 /04 Initials: PRH I:\02181\Acad\Final Trail Design\Sheet M02181 GNR01.dwg Scale: Units: ENGLISH 14. ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF PUBLIC IMPROVEMENTS SHALL MEET OR EXCEED THE STANDARDS AND SPECIFICATIONS SET FORTH IN THE LARIMER COUNTY URBAN AREA STREET STANDARDS AND APPLICABLE COLORADO DEPARTMENT OF TRANSPORTATION AND FEDERAL REGULATIONS. ALL WORK SHALL BE INSPECTED AND APPROVED BY THE CITY OF FORT COLLINS. 15. THE CONTRACTOR SHALL HAVE, ONSITE AT ALL TIMES, ONE (1) SIGNED COPY OF THE APPROVED PLANS, ONE (1) COPY OF THE APPROPRIATE STANDARDS AND SPECIFICATIONS, ONE (1) COPY OF AN APPROVED TRAFFIC CONTROL PLAN AND A COPY OF ANY PERMITS AND EXTENSION AGREEMENTS NEEDED FOR THE JOB. 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED TO, EXCAVATION, TRENCHING, SHORING, TRAFFIC CONTROL, AND SECURITY. REFER TO OSHA PUBLICATION 2226, EXCAVATING AND TRENCHING. 17. IF, DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED WHICH COULD INDICATE A SITUATION THAT IS NOT IDENTIFIED IN THE PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL CONTACT THE CITY OF FORT COLLINS ENGINEER IMMEDIATELY. 18. ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION OF SAID STANDARD, UNLESS SPECIFICALLY STATED OTHERWISE. 19. THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION TRAFFIC CONTROL PLAN, IN ACCORDANCE WITH MUTCD, TO THE CITY OF FORT COLLINS FOR APPROVAL, PRIOR TO ANY CONSTRUCTION ACTIVITIES WITHIN, OR AFFECTING, THE RIGHT-OF-WAY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY AND ALL TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED BY THE CONSTRUCTION ACTIVITIES. 20. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIALS NECESSARY FOR THE COMPLETION OF THE INTENDED IMPROVEMENTS, SHOWN ON THESE DRAWINGS, OR DESIGNATED TO BE PROVIDED, INSTALLED, OR CONSTRUCTED, UNLESS SPECIFICALLY NOTED OTHERWISE. 21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSURING THAT NO MUD OR DEBRIS SHALL BE TRACKED ONTO THE EXISTING PUBLIC STREET SYSTEM. MUD AND DEBRIS MUST BE REMOVED DAILY BY AN APPROPRIATE MECHANICAL METHOD (I.E. MACHINE BROOM SWEEP, LIGHT DUTY FRONT-END LOADER, ETC.) OR AS DIRECTED OR APPROVED BY THE CITY OF FORT COLLINS. MUD AND DEBRIS REMOVAL WILL NOT BE PAID FOR SEPARATELY, BUT TO BE INCLUDED IN THE WORK. 22. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING AS -BUILT INFORMATION ON A SET OF RECORD DRAWINGS KEPT ON THE CONSTRUCTION SITE, AND AVAILABLE TO THE LOCAL ENTITY'S INSPECTOR AT ALL TIMES. 23. DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. IF PERTINENT DIMENSIONS ARE NOT SHOWN, CONTACT THE ENGINEER FOR CLARIFICATION, AND ANNOTATE THE DIMENSION ON THE AS -BUILT RECORD DRAWINGS. 24. THE CONTRACTOR SHALL COMPLY WITH ALL TERMS AND CONDITIONS OF THE COLORADO PERMIT FOR STORM WATER DISCHARGE, THE STORM WATER MANAGEMENT PLAN, AND THE EROSION CONTROL PLAN. 25. ALL STRUCTURAL EROSION CONTROL MEASURES SHALL BE INSTALLED, AT THE APPROVED LOCATIONS AND AT AREAS WITH DISTURBED SOIL, ON- OR OFF -SITE, PRIOR TO ANY OTHER GROUND -DISTURBING ACTIVITY. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED IN GOOD REPAIR BY THE CONTRACTOR, UNTIL SUCH TIME AS THE ENTIRE DISTURBED AREAS IS STABILIZED WITH HARD SURFACE OR LANDSCAPING. TO MITIGATE EROSION, THE CONTRACTOR SHALL USE STANDARD EROSION CONTROL TECHNIQUES DESCRIBED IN THE CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, THE CDOT M AND S STANDARDS, AND THE CDOT EROSION CONTROL AND STORMWATER QUALITY GUIDE. 26. UPON COMPLETION OF CONSTRUCTION, THE SITE SHALL BE CLEANED AND RESTORED TO A CONDITION EQUAL TO, OR BETTER THAN, THAT WHICH EXISTED BEFORE CONSTRUCTION, OR TO THE GRADES AND CONDITION AS REQUIRED BY THESE PLANS. 27. EXISTING FENCES, TREES, STREETS, SIDEWALKS, CURBS AND GUTTERS, LANDSCAPING, STRUCTURES, AND IMPROVEMENTS DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT SHALL BE REPLACED OR RESTORED IN LIKE KIND AT THE CONTRACTOR'S EXPENSE, UNLESS OTHERWISE INDICATED ON THESE PLANS. 28. AFTER FINAL ACCEPTANCE BY THE CITY OF FORT COLLINS, THE PUBLIC IMPROVEMENTS DEPICTED IN THESE PLANS SHALL BE GUARANTEED TO BE FREE FROM MATERIAL AND WORKMANSHIP DEFECTS FOR A PERIOD OF TWO YEARS FROM THE DATE OF ACCEPTANCE. 29. THE CONTRACTOR SHALL NOTIFY ALL AFFECTED PROPERTY OWNERS 48 HOURS IN ADVANCE OF ANY WORK IN FRONT OF THEIR PROPERTY. ACCESS MUST BE MAINTAINED TO ALL PROPERTIES AT ALL TIMES. 30. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MANAGING WATER WITHIN THE CONSTRUCTION SITE AND PROTECTING PROPERTY. 31. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL CLEAR AND GRUB THE SITE, TO BE PAID FOR AS ITEM 201 - CLEARING AND GRUBBING. CLEARING AND GRUBBING SHALL INCLUDE REMOVAL OF ALL TRASH AND DEBRIS, TREES LESS THAN 6 INCHES IN DIAMETER, BUSHES, FENCING, BARRICADES, ROCKS, ANY OTHER ITEMS IDENTIFIED OR NECESSARY TO BE REMOVED, AND ALL TREE TRIMMING AS DIRECTED BY THE CITY OF FORT COLLINS PERSONNEL. 32. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ROUTING THE STORM AND IRRIGATION FLOWS THROUGH THE SITE. 33. IF DEWATERING IS NECESSARY, DEWATERING WILL NOT BE PAID FOR SEPARATELY, BUT SHALL BE INCLUDED IN THE WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND PAYING FOR ANY DEWATERING PERMITS. 34. THE CITY OF FORT COLLINS PERSONNEL WILL INSTALL THE SIGNAL AND THE SIGNING AND STRIPING ON HARMONY ROAD, AND THE CITY WILL ALSO BE INSTALLING THE LIGHTING ON THE PROJECT. THE CONTRACTOR AND SUB -CONTRACTORS SHALL COORDINATE THE CONSTRUCTION WITH THE CITY OF FORT COLLINS CREWS. Index of Revisions ,a C d�' of Fort Collins CITY OF FORT COLLINS - -E E i a I' -Ece F'A',F'i iF-P.IicF- P'^111i COLORADO DEPARTMENT OF TRANSPORTATION --F=_r F'r-LE = - FI - - - Region 4 PJG As Constructed No Revisions: Revised: Void: UTILITY/AGENCY CONTACT PHONE SANITARY SEWER / WATER (CITY OF FORT COLLINS) ROGER BUFFINGTON (970) 221 -6854 ELECTRIC / LIGHTING (CITY OF FORT COLLINS) DOUG MARTINE (970) 224-6152 STORM WATER (CITY OF FORT COLLINS) GLEN SCHLUETER (970) 224-6065 FORESTER (CITY OF FORT COLLINS) RALPH ZENTZ (970) 221 -6302 TELEPHONE (QWEST) BILL JOHNSON (970) 377-6401 CABLE TELEVISION (COMCAST) DENNIS GREENWALT (970) 484-7166 GAS (XCEL) RANDY BLANK (970) 225-7847 RAILROAD (BURLINGTON NORTHERN SCOTT PETERSON (307) 432-7346 SANTA FE) WATER AND SANITARY (FORT COLLINS - LOVELAND, TERRY FARRILL (970) 226-3104 S. FORT COLLINS) NEW MERCER DITCH (WATER MANAGEMENT JOHN ANDREW (303) 297-9005 CONSULTANTS) 35. THE FOLLOWING ITEMS ARE REQUIRED FOR THIS PROJECT AND ARE NOT TABULATED ELSEWHERE IN THIS PLAN SET: ITEM 201 - CLEAR AND GRUBBING - 1 LUMP SUM ITEM 250 - HEALTH AND SAFETY OFFICER - 20 HOUR ITEM 620 - SANITARY FACILITY - 1 EACH ITEM 626 - MOBILIZATION - 1 LUMP SUM ITEM 630 - TRAFFIC CONTROL - 1 LUMP SUM 36. THE CONCRETE BIKE PATH TO BE REINFORCED WITH FIBER MESH. THE FIBER MESH WILL NOT BE PAID FOR SEPATATELY, BUT TO BE INCLUDED IN THE COST OF THE BIKE PATH. 37. THE CONTRACTOR SHALL MINIMIZE, AND IF AT ALL POSSIBLE, AVOID ANY IMPACTS TO THE EXISTING WETLANDS. PRIOR TO ANY CONSTRUCTION NEAR THE WETLANDS, THE CONTRACTOR SHALL MARK THE BOUNDRIES OF THE WETLANDS TO BE PRESERVED WITH ORANGE PLASTIC FENCING. THE LIMITS OF THE WETLANDS BOUNDRIES TO BE APPROVED BY THE CITY OF FORT COLLINS. SEE THE PLANTING PLANS FOR THE LOCATION TEMPORARY WETLAND IMPACTS AND MITIGATION. 38. SOIL PREPERATION (SPECIAL) SHALL BE REQUIRED IN SEEDED AREAS. NO OFF -SITE TOPSOIL WILL BE ALLOWED ON THE SITE. TOPSOIL WITH NOXIOUS WEEDS SHALL BE REMOVED FROM THE SITE OR STOCKPILED SEPARATELY AND TREATED ACCORDINGLY. 39. MARK BOUNDARIES OF EXISTING WETLANDS AND TREES TO BE PRESERVED WITH ORANGE PLASTIC FENCE FOR ENGINEER APPROVAL PRIOR TO CONSTRUCTION. DO NOT STORE EQUPIMENT OR MATERIALS IN AREAS WHERE DRAINAGE OR EROSION COULD MOVE TOXIC MATERIALS INTO WETLANDS. CONTRACTOR IS RESPONSIBLE FOR RESTORING LAND OR VEGETATION DAMAGED BY CONTRACTOR NEGLIGENCE, IN ACCORDANCE TO MFELSBURG THE ENGINEER'S DIRECTION. rI H O LT & (GENERAL NOTES CONTINUED ON NEXT SHEET) ULLEVIG MASON STREET/HARMONY ROAD/ Project No./Code FOSSIL CREEK BIKE/PEDESTRIAN GENERAL NOTES AQC M455-056 Designer: SPG 13647 Detailer: JWW Sheet Subset: MISC Subset Sheets: GN-1 of 1 Sheet Number 6 C1 - 296 RUBBER FROST PROOF INNER LID ALUMINUM OR CAST IRON CONE SET TO FINAL GRADE FIBER METER PIT FORD TYPE SETTER COMPRESSION 20" FOR 3/4" METERS 24" FOR 1" METERS WATER MAIN CORP TAP SADDLE TYPE W COPPER FCAST IRON LID IN MINIMUM 6" OF 3/4" ROCK 0 It 0 I in TYPICAL_ METER PIT INSTALLATION DATE APPROVED: 199 FORT COLLINS — LOVELAND IRCMdN�A�DATE4 BY WATER DISTRICT SCALE: NTS PFELSBURG �IHOLT & ULLEVIG Computer File Information Index of Revisions As Constructed MASON STREET/HARMONY ROAD/ Project No./Code Creation Date: 04/24/04 Initials: SPG 0 ----- FOSSIL CREEK BIKE/PEDESTRIAN c,1 orFortcolhns COLORADO DEPARTMENT No Revisions: WATER METER DETAIL AQC M455-056 Last Modification Date: 04/24/04 Initials: SPG Full Path: L\02181\Acad\Final Trail Design�Sheet O OF TRANSPORTATION CITY OF FORT COLLINS - Revised: Designer. SPG 13647 _ - =I - - - - _ Detailer: SPG Drawing File Name: R02181 PLN08B.dwg r _ - Region 4 PJG Void: Sheet Subset: Plan Subset Sheets: TP-04 of 4 Sheet Number 59 Acad Ver. 2000i Scale: Units: ENGLISH c1 - 296 NO O�* N r— U 7' - MINIMUM LONG PO' FS TRAIL FENCE (TYPICAL) 'OST 3" 72" VCRETE FOOTING TRAIL FENCE NOTES: 6" DIA. POST MAXIMUM GAP BETWEEN POST AND RAILING SHALL BE LIMITED TO 4" PEDESTRIAN RAILING 0 I TOP OF WALL FINISHED GRADE 1 ' —6" END OF ABUTMENT TYP. WINGWALL OR END RETAINING WALL POST TRAIL FENCE INTERSECTION AT PEDESTRIAN RAILING (SEE BRIDGE DRAWINGS FOR RAILING DETAILS) 1. ALL LUMBER SHALL BE PRESSURE TREATED PER THE LATEST EPA REQUIREMENTS FOR USE IN PUBLIC PLACES. THE TYPE OF WOOD AND TREATMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS PRIOR TO INSTALLATION. 2. HORSE FABRIC: SHALL BE 72 INCHES HIGH WITH HIGH TENSILE GALVANIZED TWISTED JOINTS (NOT WELDED), HAVING 2 INCHES BY 4 INCHES OPENINGS. STAPLES SHALL BE 1-1/2 INCHES LONG, NO. 9 GALVANIZED. THE ENDS OF THE WIRE MESH TO BE WRAPPED AROUND POST TO PREVENT SHARP EDGES. 3. TRAIL FENCE SHALL BE PAID FOR AS ITEM 607— FENCE COMBINATION WITH TREATED WOOD POST. ALL COST TO INSTALL THE FENCE AS SHOWN INCLUDING POST, RAILING, FABRIC, BRACING, AND FOOTINGS SHALL BE INCLUDED IN THIS COST. 4. ALL END POST SHALL BE BRACED TO THE NEXT LINE POST. 10' —0" SPLIT RAIL FENCE (FOR INFORMATION ONLY — TO BE INSTALLED BY OTHERS) NOTES: 1. ALL WOOD POST AND RAILS TO BE CEDAR, OR AS APPROVED BY THE CITY OF FORT COLLINS. 2. ALL END POST TO BE BRACED TO THE NEXT LINE POST. MA FELSBURG rIHOLT & ULLEVIG Computer File Information Index of Revisions �c�7 As Constructed MASON STREET/HARMONY ROAD/ Project No./Code Creation Date: 08/22/03 Initials: JWW O ----- a FOSSIL CREEK BIKE/PEDESTRIAN O c,c>°'F°etc°u'° COLORADO DEPARTMENT No Revisions: FENCE DETAIL AQC M455-056 Last Modification Date: 06/02/05 Initials: DRS Full Path: I:\02181\Acad\Final Trail Design\Sheet CITY OF FORT COLLINS OF TRANSPORTATION --C - - -L ' _ -F__ Revised: Designer: g SPG 13647 - r'TI-i LL- - - = F --LC - _ _ - _ - - - -_ — Detailer: JWW Drawing File Nome: R02181 TYP02.dwg - Region 4 PJG Void: Sheet Subset: DETAIL Subset Sheets: FD-01 of 1 Sheet Number 60 Acad Ver. 20001 Scale: Units: ENGLISH 296 I0 O6 !V v TABULATION OF TRAIL PARKING SITE FURNISHINGS QUANTITIES LOCATION INFORMATION CENTER DRINKING FOUNTAIN TRASH RECEPTACLE BENCH BICYCLE RACK END POST (Special) EACH EACH EACH EACH EACH EACH PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL TRAIL PARKING SITE 1 1 1 1 1 4 TOTALS: 1 1 1 1 1 4 0] NOTE: (j)KIOSK TO BE PAID FOR AS ITEM 622 — INFORMATION CENTER Q HITCHING POST TO BE PAID FOR AS ITEM 607-00015, END POST (SPECIAL) 'FELSBURG HOLT & ULLEVIG Computer File Information Index of Revisions OT As Constructed MASON STREET/HARMONY ROAD/ Project No./Code Creation Date: 08/15/03 Initials: BAS IFOSSIL CREEK BIKE/PEDESTRIAN Last Modification Date: 08/27/03 Initials: BAS 0 CitvofF�rtc_ COLORADO DEPARTMENT No Revisions: TRAIL PARKING SITE FURNISHINGS TABULATION Aoc M455—o5s CITY OF FORT COLLINS OF TRANSPORTATION Designer: JSP 13647 Full Path: I:\02181\Acad\Final Trail Design\Sheet 0 1420 2ND STREET Revised: 281 NORTH COLLEGE AVENUE GREELEY CO 80631 Drawing File Name: LS100.dwg O FORT COLLINS, CO 80522 Phone: 970-350-2126 Detailer: JSP Phone: 970-221 —6605 FAX: 970-350-2198 Void: Sheet Number Acad Ver. 2000i Scale: Units: ENGLISH O FAX: 970-221-6378 Region 4 DJM Sheet SubsetTABULATION Subset Sheets: LS-1 of 4 C1 - 296 %O M hl 9r V SCALE: 1"=10' l ULLEVIG Computer File Information Index of Revisions OT As Constructed MASON STREET/HARMONY ROAD/ Project No./Code Creation Date: 08/15/03 Initials: JAW I a IFOSSIL CREEK BIKE/PEDESTRIAN Last Modification Date: 04/05/04 Initials: JAS c�tva Fort COLORADO DEPARTMENT No Revisions: TRAIL PARKING SITE PLAN AQC M455-056 CITY OF FORT COLLINS OF TRANSPORTATION Designer: BAS Full Path: k\02181\Acad\Final Trail Design\Sheet 1420 2ND STREET Revised: 13647 281 NORTH COLLEGE AVENUE GREELEY CO 80631 Drawing File Name: LS108.dwg O FORT COLLINS, CO 80522 Phone: 970-350-2126 Detailer: JSP �2 Phone: 970-221 —6605 FAX: 970-350-2198 Void: Sheet Number Acad Ver. 2000i Scale: Units: ENGLISH O FAX: 970-221-6378 Region 4 DJM Sheet Subset: Plan Subset Sheets: LS-2 of 4 C1 - 296 t I V 6'-0" A KIOSK SCME 1/2'=1'-0' ROOF CONNECTION SCALE:1 1/2' = 1'-0' F 00 I DT—Kiosk2.dwg v' I� 32 1 2'-0" 4 2"x4" STL BEAM 4"x6" STL BEAM TAPERED TO 2" ENDS DECORATIVE CAP C LS-3 8" SQ STL POST KIOSK PANEL A LS-4 NOTE: ALL EXPOSED STL TO BE POWDER COATED RAL COLOR 6004 DECORATIVE BASE E LS-3 1 g" 1" F 0 I CV 2'-0" 2'-0" TYP KIOSK ROOF SCALE:1/2•=1'-0' F 8" SQ STL POST CV DECORATIVE STL BASE COLLAR — Y4" STL PLT HSS 2"x4" 22 GA STANDING W/ 4 VANDAL RESISTANT SET SCREWS SEAM MTL ROOF BOLTS (4) PER ENG GREEN (RAL # SHOP DRAWINGS HSS 4"x6" TAPER TO EDGE 6004) PER ENG DIR —18 GA MTL FACIA 444 l HSS 2"x 2" ° I d LS-3 II II ° II ° HSS 8"x8" a 2' ,o" ° ° 9 I I a ° ° 1 1 A ° HSS 2"x4" 1 AT EA COL ROOF TAPER DT—Roof.dwg Dj SCALE:1 1/2' = 1'-0' I( KIOSK - DECORATIVE BASE DT—Rooffoper.dwg C SCALE:1 1/2' = 1'-0' 12'-0" DT—KioskRoof.dwg P ° q �Il # — —°* I1y II II if II -4I a 1�- o II it - PO dl 11 ° t4 11i-1" it �I 11 a I� 0 2'-2" LI ° = IL ° KIOSK FOOTING DT—Kio� g V rj SCALE: 3/4'=1'-0' ° HSS 2"x2" HSS 4"x6" HSS 2"x4" STL POST -" BASE PL 12"x12" W/ 4--" DIA AB %" GROUT #4 TIES ® 10" OC 8—#5 (3 EA FACE) CIP CONC DT—ShelterFtg.dwg PI.A FELSBURG HOLT & ULLEVIG Computer File Information Index of Revisions oT As Constructed MASON STREET/HARMONY ROAD/ Project No./Code Creation Date: 08/15/03 Initials: JAW O FOSSIL CREEK BIKE/PEDESTRIAN Last Modification Date: 08/27/03 Initials: BAS O City ofF_ COLORADO DEPARTMENT No Revisions: PLANTING SITE DETAILS AQC M455-056 CITY OF FORT COLLINS OF TRANSPORTATION Designer: BAS 13647 Full Path: I:\02181\Acad\Final Trail Design\Sheet 0 1420 2ND STREET Revised: 281 NORTH COLLEGE AVENUE GREELEY CO 80631 Drawing File Name: LS501.dwg O FORT COLLINS, CO 80522 Phone: 970-350-2126 Detailer: is Phone: 970-221 —6605 FAX: 970-350-2198 Void: Sheet Number Acad Ver. 2000i Scale: Units: ENGLISH f� FAX: 970-221-6378 Region 4 DJM Sheet Subset: Detail Subset Sheets: LS-3 of 4 / G1 - 296 46 O► !411 I 2'-8" KIOSK PANEL ELEVATION H SCALE:1"=1'-0" (DD HITCHING POST Sck11 /P"=1'-0" A" STL PL 1"X1" STL TUBE BOLT HEAD — TYP STL ANGLE — BEYOND INFORMATION PANEL (3) �1"X1" STL TUBE J NOTE: ALL EXPOSED STL TO BE POWDER COATED RAL COLOR 6004 DT-PnlElev.dwg WELD & GRIND SMOOTH )C 0 STL ROD 4"x4"xY" HSS. PAINT LIGHT BROWN SEMI —GLOSS PER ENG. DIRECTION SLOPE TO DRAIN #4 RB STIRRUP 3 EQ SP 18" DIA CIP CONC FTG #4 RB VERT (4) ITEM #607-00015 DT-HitchingPost.dwg " f1/16" KIOSK PANEL SCALE: NM 01x8" KIOSK COLUMN POT WELD NUT "x1"x3/16" L FRAME /8" MARINE GRADE A/B PLYWOOD AINT TO MATCH COLOR RAL 1015 /4" CLEAR POLYCARBONATE SHEET 3/16" GALV BOLT W/ VANDAL RESISTANT HEAD — PLACE AS INDICATED DT-InfoPonel.dwg 1/2" PVC II 20" II II 1/2" NYLON REINFORCED TUBING WATER SUPPLY II 0 0 — s. II ACCESS 1/4"-20 SS TORX DOOR BOLT W/ PIN ACCESS 0 0 � , DOOR ACCESS DOOR 1/2" BOLT ELEVATION tO & WASHER 1/2" X 6" ZINC PLATED ROD NOTES: 1. MEETS ADA REGULATIONS. OUTSIDE DIAMETER 2. DO NOT SCALE DRAWINGS. MOUNTING PLATE 3. INCLUDE OPTIONAL STAINLESS STEEL SURFACE CARRIER. 4. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 5. MODEL 410 SM SHALL INCLUDE OPTIONAL JUG FILLER, PET BOWL 6. INSTALL PER NATIONAL AND LOCAL PLUMBING CODE 001 DRINKING FOUNTAIN SCALE:NTS MDF410SM.dwg MOST DEPENDABLE FOUNTAINS 5705 COMMANDER DR. P.O. BOX 587 ARLINGTON, TN 38002-0587 1-800-552-6331 PHONE: (901) 867-0039 FAX: (901) 867-4008 www.mostdependable.com OR APPROVED EQUAL ROUTE DRAIN LINE TO 24" DIA. BY 6' - 0" AGGREGATE FILLED SUMP. COVER TOP OF AGGREGATE WITH DRAIN FABRIC. TOP OF AGGREGATE SHALL BE 4'-0" MIN. BELOW FINISHED GRADE OPTIONAL 10" STAINLESS STEEL CARRIER V 10" I.D. v , SPOT WELD STEEL BOWL FELSBURG MAP rIHOLT & ULLEVIG Computer File Information Index of Revisions OT As Constructed MASON STREET/HARMONY ROAD/ Project No./Code Creation Date: 08/15/03 Initials: JAW «� FOSSIL CREEK BIKE/PEDESTRIAN Last Modification Date: 08/27/03 Initials: JSP CitvofFi_ COLORADO DEPARTMENT No Revisions: SITE DETAILS AQC M455-056 CITY OF FORT COLLINS OF TRANSPORTATION Designer: BAS 13647 Full Path: I:\02181\Ncad\Final Trail Design\Sheet 1420 2ND STREET Revised: 281 NORTH COLLEGE AVENUE GREELEY CO 80631 Drawing File Name: LS502.dwg O FORT COLLINS, CO 80522 Phone: 970-350-2126 Detailer: JSP Phone: 970-221 —6605 FAX: 970-350-2198 Void: Sheet Number CD Acad Ver. 2000i Scale: Units: ENGLISH O FAX: 970-221-6378 Region 4 DJM Sheet Subset: Plan Subset Sheets: LS-4 of 4 C1 - 296 #46 1 +0*4 Aj OL? CAUTION SPECIAL ACTIVE O 24"x24" RAILROAD SPECIAL STAY OFF O 24"x15" TRACKS 13 Q Q O ry Q ry L� (EXISTING) (EXISTING) Z (EXISTING) 8" WHITE HATCH M — - - (TYP.) - -- — - -- _ -- - - - EXISTING WALK - T - - — - - - - - - - - - - _-T (EXISTING) FOR INFORMATION ONLY ALL SIGNING AND STRIPING ON HARMONY ROAD TO BE INSTALLED BY THE CITY OF FORT COLLINS PERSONNEL. EXISTING RAILROAD SYMBOLS HARMONY ROAD JI S f1V V VVQI.0 (EXISTING) 24" WHITE STOP LINE STOP HERE ON 1211x24" RED R10-6 EXISTING PRIVATE DRIVEWAY (EXISTING) N J L ,F 0 20 40 SCALE: 1 .. FELSBURG X"Ap & ULLEVIG Computer File Information (� Index of Revisions ----- ITI """ 'P-11I COLORADO DEPARTMENT CITY OF FORT COLLINS OF TRANSPORTATION -__ - = FF F - _-F F i' L F -LF� _ T ' I F F _ - < - -_ - - - Region 4 PJG As Constructed MASON STREET/HARMONY ROAD/ FOSSIL CREEK BIKE/PEDESTRIAN HARMONY CROSSING PLAN Project No./Code Creation Date: 07/21/03 Initials: SYS No Revisions: AQC M455-056 Last Modification Date: 08/27/03 Initials: ZV Full Path: I:\02181\Acad\Final Trail Design\Sheet Revised: Designer: JGF g 13647 Drawing File Name: R02181 PLN09A.dwg Detailer: SYS Void: Sheet Number 65 Acad Ver. 20001 Scale: Units: ENGLISH Sheet Subset: Plan Subset Sheets: HPL-1 of 4 C1 - Z96 W11-1 O 30"X30" W 'X 12" ✓ O 24 �Ul B 10 INSTALL CROSS —WALK AND SIGNAL (SEE HARMONY ROAD CROSS WALK PLAN AND HARMONY CROSS WALK SIGNAL PLANS) STOP HERE ON 24"x 1 2" RED R10-6 11 ADD WORDS (EXISTING) EXISTING RAILROAD SYMBOLS "� 24" WHITE - H STOP LINE — -; - - -- - -- - - ---- - - --- - - - -- -- F — — 8 W TYP HATCH - - - - I- - - - - _- - - - - - - — E E --- ---- _ -- -- ---- - --- - T - - - - - - - --- - - - - -- _ - -- -- E -- E E- - - - - — — - - F - F_ T - =T'- -- W 6' - - HARMONY ROAD / - 12" WIDE XWALK LINE (TYP.) _T -- - - — — T -T }-f - -I - - -T — — T - - -- -T - - - — — — - T — — -I -f - -- _ T Li (EXISTING) W11-1 30 X30 . : I l!I � (EXISTING) (EXISTING) N W16-7 CB 24"X 12�. J L CAUTION O ACTIVE SPECIAL \ RAILROAD 24 x24 FOR INFORMATION ONLY STAY OF SPECIAL ;' ALL SIGNING AND STRIPING ON OB TRACKS 24"x15" - HARMONY ROAD TO BE INSTALLED r _I o 20 40 BY THE CITY OF FORT COLLINS PERSONNEL. =, SCALE: 1 "=40' I I. FELSBURG rIHOLT & ULLEVIG Computer File Information Index of Revisions As Constructed MASON STREET/HARMONY ROAD/ Project No./Code Creation Date: 07/21/03 Initials: SYS O FOSSIL CREEK BIKE/PEDESTRIAN `F'F""" ""�"" ' No Revisions: AQC M455-056 Last Modification Date: 03/22/04 Initials: JGF O c,t}neForccoyns COLORADO DEPARTMENT HARMONY ROAD PLAN CITY OF FORT COLLINS OF TRANSPORTATION Designer: JGF Full Path: I:\02181\Acad\Final Trail Design\Sheet 0 -1 - .-' L -�_=E- Revised: g 13647 Drawing File Name: R02181 PLN 1 OA.dwg F -E - Detailer: SYS _ - Acad Ver. 20001 Scale: Units: ENGLISH 0 - Region 4 PJG Void: Sheet Subset: Plan Subset Sheets: HPL-2 of 4 Sheet Number 66 C1 - 296 %O a N Cj BNSF RAILROAD i o Q O ry z O EXISTING ATTACHED SIDEWALK — I Q Z REMOVE PORTION WALK AND CURB INSTALL TYPE 1A — - E - — — - AND -CURa-AND AS SHOWN. INSTALL 8" HIGH "TIMES NEW ROMAf STREET NAME TEXT. SANDBLAST 1/ INTO CONCRETE AND STAIN LITHOCH GREY (TYP. EACH SIDE OF STREET). IN THE COST OF THE RAMP. CONCRE CURBINC MATCH E (TYP.) MASON TRAIL Computer File Information Creation Date: 01/13/04 Initials: DRS Last Modification Date: 01/13/04 Initials: DRS Full Path: I:\02181\Acad\F1nal Trail Design\Sheet Drawing File Name: D02181 DET02.dwg Acad Ver. 2000i Scale: Units: ENGLISH i REPAIR / REPLACE MEDIAN REMOVE AND REPLACE ASPHALT AS NECESSARY {0 CONSTRUCT THL CROSSWALK (TYP. ON ALL SIDS). 71 Index of Revisions As Constructed " 7T F'"'-"`""' No Revisions: c,tN of Fort coWns COLORADO DEPARTMENT CITY OF FORT COLLINS OF TRANSPORTATION - ALE._ E i .I_ rt -F Revised: E E__LE' - Region 4 PJG Void: --EXISTING 6" CURB iWITH 2' PAN (TYP.) i PORTION OF EXISTING WALK RB & GUTTER AS SHOWN. WALK, TYPE 3A CURB RAMP, RB & GUTTER MODIFIED AS SHOWN. 2ETE PEDESTRIAN NG (TYP.) OTECT EXISTING UTILITY BOX STING MANHOLE 4TCH EXISTING WALK (TYP.) EXISTING 7' DETACHED SIDEWALK 7---\ � z r MASON STREET/HARMONY ROAD/ FOSSIL CREEK BIKE/PEDESTRIAN HARMONY ROAD CROSSWALK PLAN Designer: SED / SPG Detailer: SYS Sheet Subset: Plan Subset Sheets: HPL-3 of 0 5 10 SCALE: 1 "=10' P.A FELSBURG rIHOLT & ULLEVIG Project No./Code AQC M455-056 13647 `� I Sheet Number 67 C1 - 296 NO Od N HARMONY ROAD DATA POINTS POINT NORTHERLY EASTERLY ELEVATION (*) DESCRIPTION H1 107921.22 193732.37 5043.27 MATCH EXISTING CURB AND GUTTER H2 107922.47 193745.32 5043.19 MATCH EXISTING CURB AND GUTTER H3 107891.87 193729.89 5043.81 MATCH EXISTING CURB AND GUTTER H4 107893.91 193746.92 5043.89 MATCH EXISTING CURB AND GUTTER H5 107882.31 193730.10 5043.35 MATCH EXISTING CURB AND GUTTER H6 107882.32 193747.11 5043.33 MATCH EXISTING CURB AND GUTTER H7 107858.32 193728.31 5042.76 MATCH EXISTING CURB AND GUTTER H8 107858.15 193748.31 5042.75 MATCH EXISTING CURB AND GUTTER H9 107887.31 193732.67 5043.58 MID -POINT H10 107888.00 193744.68 5043.61 MID -POINT (*) FIELD ADJUST ELEVATIONS DURING CONSTRUCTION TO MATCH EXISTING CONDITIONS HARMONY ROAD CROSSWALK NOTES: 1. ALL COST TO CONSTRUCT THE RAMPS, INCLUDING THE PEDESTRIAN CURBING, SANDBLASTING THE STREET NAME, AND THE DETECTABLE WARNING DOME PAVERS TO BE INCLUDED IN ITEM 608 - CONCRETE CURB RAMP. 2. THE DETECTABLE WARNING DOME PAVERS TO BE CONSTRUCTED PER CDOT STD. M-608-1 AND AS MODIFIED BY THE CITY OF FORT COLLINS DETAILS. 3. THE CONCRETE CROSSWALKS, INCLUDING THE BRICK PATTERN SHOULDERS, TO BE PAID FOR AS ITEM 412 - CONCRETE PAVEMENT (10 INCH). 4. REFER TO THE LARIMER COUNTY URBAN AREA STREET STANDARD CONSTRUCTION DRAWINGS 1610, 1611, AND 1612 FOR ADDITIONAL CROSSWALK STANDARDS AND DETAILS. 5. REMOVE THE ASPHALT PAVEMENT TO THE LIMITS AS SHOWN OR AS DIRECTED BY THE CITY OF FORT COLLINS. REPLACED ASPHALT TO BE PAID FOR PER ITEM 403 - HOT BITUMINOUS PAVEMENT (PATCHING)(ASPHALT). THE TYPE OF HBP TO BE AS DIRECTED BY THE CITY OF FORT COLLINS. THE PATCHING THICKNESS SHALL BE 12 INCHES. 6. ALL MEDIAN REMOVALS, INCLUDING THE CONCRETE EDGING, GRAVEL SURFACING, EMBANKMENT, AND ALL OTHER MISCELLANEOUS ITEMS TO BE INCLUDED IN ITEM 202 - REMOVAL OF CONCRETE MEDIAN COVER MATERIAL. 7. THE MEDIAN EDGING SHALL BE INSTALLED TO MATCH THE EXISTING, INCLUDING SHAPE, MATERIAL, AND COLOR. ALL COST TO REPLACE THE MEDIAN EDGING, INCLUDING THE CONCRETE EDGING, EMBANKMENT, AND REPAIRING AND REPLACING THE MEDIAN COVERING TO BE INCLUDED IN ITEM 610 - MEDIAN EDGING. 6" CURBING 12" HBP (PATCHING) ra a zll1 10" CONCRETE CROSSWALK EXISTING GRAVEL IN MEDIAN TO BE MAINTAINED. SPREAD OUT EXISTING TO MATCH MEDIAN EDGING. `4„ MEDIAN EDGING - MATCH EXISTING (TYP.) 38" - # 5 REBAR © 12" O.C. (TYP.) PICAL CROSSWALK SECTION B-B 2' 8' 2' CROSSWALK DAVIS COLOR SANDIEGO BUFF BROOM SURFACE (TYP.) 10" CONCRETE CROSSWALK SOLDIER COURSE PATTERN DAVIS COLOR BRICK RED (TYP.) 30" - # 5 REBAR @ 12" O.C. (TYP.) TYPICAL CROSSWALK SECTION A -A PFELSBURG rIHOLT & ULLEVIG Computer File Information O O 0 0 0 Index of Revisions - or ____ cm„rF°etc°'hts COLORADO DEPARTMENT CITY OF FORT COLLINS OF TRANSPORTATION - - F F ! LL_ _-E - E 1 i- F _ _ _' - F F LE Region 4 PJG As Constructed MASON STREET/HARMONY ROAD/ FOSSIL CREEK BIKE/PEDESTRIAN HARMONY ROAD CROSSWALK PLAN Project No./Code Creation Date: 01/13/04 Initials: DRS No Revisions: AQC M455-056 Last Modification Date: 01/13/04 Initials: DRS Full Path: I:\02181\Acad\Final Trail Design\Sheet Revised: Designer: SED / SPG 13647 Drawing File Name: D02181 DET03.dwg Detailer: SYS Void: Sheet Number 68 Acad Ver. 20001 Scale: Units: ENGLISH Sheet Subset: Plan Subset Sheets: HPL-4 of 4 C1 - 296 I r v GENERAL NOTES (CONTINUED) 40. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION THAT WILL AFFECT TRAFFIC SIGNS OF ANY TYPE, THE CONTRACTOR SHALL CONTACT LOCAL ENTITY TRAFFIC OPERATIONS DEPARTMENT, WHO WILL TEMPORARILY REMOVE OR RELOCATE THE SIGN AT NO COST TO THE CONTRACTOR; HOWEVER, IF THE CONTRACTOR MOVES THE TRAFFIC SIGN THEN THE CONTRACTOR WILL BE CHARGED FOR THE LABOR, MATERIALS AND EQUIPMENT TO REINSTALL THE SIGN AS NEEDED. 41. WHEN AN EXISTING ASPHALT STREET MUST BE CUT, THE STREET MUST BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN ITS ORIGINAL CONDITION. THE EXISTING STREET CONDITION SHALL BE DOCUMENTED BY THE LOCAL ENTITY CONSTRUCTION INSPECTOR BEFORE ANY CUTS ARE MADE. PATCHING SHALL BE DONE IN ACCORDANCE WITH THE LOCAL ENTITY STREET REPAIR STANDARDS. THE FINISHED PATCH SHALL BLEND IN SMOOTHLY INTO THE EXISTING SURFACE. ALL LARGE PATCHES SHALL BE PAVED WITH AN ASPHALT LAY —DOWN MACHINE. IN STREETS WHERE MORE THAN ONE CUT IS MADE, AN OVERLAY OF THE ENTIRE STREET WIDTH, INCLUDING THE PATCHED AREA, MAY BE REQUIRED. THE DETERMINATION OF NEED FOR A COMPLETE OVERLAY SHALL BE MADE BY THE LOCAL ENTITY ENGINEER AND/OR LOCAL ENTITY INSPECTOR AT THE TIME THE CUTS ARE MADE. Computer Creation Date: Last Modification Date: Full Path: Drawing File Name: Acad Ver. 20001 File Information 08/14/03 Initials: SED 05/31 /05 Initials: PRH I:\02181\Acad\Final Trail Design\Sheet RC21 81 TYPC 1 .dwg Scale: Units: ENGLISH Index of Revisions _- O OCih of Fort Collins O CITY OF FORT COLLINS I I - FTH LLC _-C -I li 1- ME 75' V Q �I zl W wl cn w cn w TRAIL FENCE (SEE DETAIL) I I VARIES —/ (3:1 MAX.) POSS 6" CRUSHED ROCK (ABC CLASS 6) SOT COLORADO DEPARTMENT OF TRANSPORTATION - �r- F'LC = = ' -- Region 4 PJG e 25' 12' / a G \ I r)l r_C" ' O 6" CONCRETE BIKEWAY (SEE NOTE) COMPACTED SUBGRADE BIKE/PEDESTRIAN TRA L LOOK NO NORTH NOTE: THE CONCRETE BIKE PATH TO BE REINFORCED WITH FIBER MESH. THE FIBER MESH WILL NOT BE PAID FOR SEPARATELY, BUT TO BE INCLUDED IN THE COST OF ITEM 608 — CONCRETE BIKEWAY. POSS — POINT OF SLOPE SELECTION As Constructed MASON STREET/HARMONY ROAD FOSSIL CREEK BIKE/PEDESTRIA No Revisions: TYPICAL SECTION / NOTES Revised: Designer: SPG Detailer: JWW Void: Sheet Subset: TYPICAL Subset Sheets: TY-1 1 cn Q w VARIES (3:1 MAX.) FELSBURG rIHOLT & ULLEVIG Project No./Code AQC M455-056 13647 of 11 Sheet Number 7 G1 - 296 NO O` N I TRAFFIC SIGNAL PROJECT NOTES 1. Except as modified in the plans, all work shall be in accordance with "Traffic Operations Policy Manual" by the City of Fort Collins. The City of Fort Collins Traffic Operations staff will conduct all traffic signal work including furnish and install of all new equipment, and the setup and testing of all operational parameters. 2. Conduit, pole, detector and controller cabinet locations are approximate. Exact location shall be determined by City representatives in the field. Coordinate with City staff (Ward Stanford, 970-221-6820) throughout the project to assure that traffic signal work is properly coordinated during the construction of other project features. 3. All existing utility locations are approximate. Existing utilities shall be field verified before commencing work. 4. Mast arm signal heads and overhead signs shall be mounted approximately level with one another with a 19 foot clearance above pavement grade at its highest elevation. All overhead traffic signal vehicle heads shall be centered over the approach lanes. 5 C: 7 Signal head no' s. 1, 2, 3, 5, 6 and 7 on Sheet TS-2 of 3 shall be activated only via pedestrian push buttons for pedestrian movements across Harmony Road. Traffic signal poles, most arms and foundations shall be per City of Fort Collins standards. Installation shall include an audible pedestrian indicator for each pededstrion signal face. SUMMARY OF TRAFFIC SIGNAL APPROXIMATE UANTITI ES ITEM NO. ITEM DESCRIPTION UNIT HARMONY ROAD CROSSING INTERCONNECT TOTAL NOTES 613 2 INCH ELECTRICAL CONDUIT (JACKED) LF 300 470 770 1 613 3 INCH ELECTRICAL CONDUIT (JACKED) LF 300 — 300 1 613 2 INCH ELECTRICAL CONDUIT (PLASTIC) LF 90 — 90 61- 3 INCH ELECTRICAL CONDUIT (PLASTIC) LF 50 — 50 613 PULL BOX — 15 1/2"W x 251 x 16 3/4"D EACH 4 — 4 613 PULL BOX — 13 1/2"W x 20 1/2"L x 12"D EACH 3 — 3 613 WIRING (SPECIAL) LS 1 — 1 2 614 PEDESTRIAN SIGNAL FACE (16) EACH 2 — 2 3 614 TRAFFIC SIGNAL FACE (12-12-12) EACH 6 — 6 614 TRAFFIC SIGNAL (24 INCH x 24 INCH BLANKOUT LED SIGN) EACH 1 — 1 614 TRAFFIC SIGNAL CONTROLLER CABINET EACH 1 — 1 614 PEDESTAL POLE (3 FOOT 6 INCH) EACH 1 — 1 614 PEDESTRIAN PUSH BUTTON EACH 2 — 2 614 TRAFFIC SIGNAL POLE STEEL (1 MAST ARM) EACH 2 — 2 614 TRAFFIC SIGNAL PEDESTAL POLE STEEL EACH 2 — 2 614 TRAFFIC SIGNAL CONTROLLER (TYPE 170) EACH 1 — 1 614 TRAFFIC SIGNAL EQUIPMENT EACH 2 — 2 4 614 FIBER OPTIC CABLE (SINGLE MODE)(6 STRANDS) LF — 520 520 1 CONDUIT UNDER BURLINGTON NORTHERN & SANTA FE RAILROAD TRACKS AND UNDER HARMONY ROAD. 2 PAY ITEM FOR RAILROAD INTERCONNECT WIRING/EQUIPMENT. 3 COUNTDOWN PEDESTRIAN SIGNAL FACE. 4 PAY ITEM FOR AUDIBLE PEDESTRIAN INDICATOR. FOR INFORMATION ONLY ALL TRAFFIC SIGNAL HARMONY ROAD TO THE CITY OF FORT IMPROVEMENTS ON BE INSTALLED BY COLLINS PERSONNEL. MFELSBURG rIHOLT & ULLEVIG Computer File Information O O 0 Index of Revisions col ia - F-1 - I -F____ cm ofFortcoilms COLORADO CITY OF FORT COLLINS OF TRANSPORTATION _ _— r = _ — - _ = LE = F - Region 4 -Pit As Constructed MASON STREET/HARMONY ROAD/ FOSSIL CREEK BIKE/PEDESTRIAN TRAFFIC SIGNAL NOTES / QUANTITIES Project No./Code Creation Date: 08/19/03 Initials: JWW No No Revisions: AQC M455-056 Last Modification Date: 01/13/04 Initials: JGF Full Path: I:\02181\Acad\Final Trail Design\Sheet Revised: Designer: RRF 13647 Drawing File Name: T02181 SSSOO.DWG Detailer: JWW Void: Sheet Number 69 Acad Ver. 20001 Scale: NONE Units: ENGLISH Sheet Subset: Traffic Subset Sheets: TS — 1 of 3 C1 - 296 T- t;9 POWER SOURCE LOCATION LEGEND (CONTACT DOUG MARTINE, CITY OF FORT COLLINS UTILITIES, 970-224-6152) SYMBOL ITEM DESCRIPTION -- -- - -2„ XX' ARM TRAFFIC SIGNAL POLE WITH MAST ARM FOR INFORMATION ONLY `�---- -- � - � SEE SHEET TS-3 FOR " INTERCON-NFCT PLAN TO - TRAFFIC SIGNAL PEDESTAL POLE �_ 3-3 _ 1Gi�SON _STREET - • TRAFFIC SIGNAL PUSH BUTTON POLE -- -- - — 2 ALL TRAFFIC SIGNAL IMPROVEMENTS N = Q _ _ ___ � � _- - - � -- - �_ - HARMONY ROAD TO BE INSTALLED BY 11 (3 FEET 6 INCH) THE CITY OF FORT COLLINS PERSONNEL. Q 8 .7 � 10 TRAFFIC SIGNAL HEAD WITH BACKPLATE -� TRAFFIC SIGNAL HEAD Q 6 PEDESTRIAN SIGNAL HEAD Q Z O D PEDESTRIAN PUSH BUTTON AND SIGN - � TRAFFIC SIGNAL CONTROLLER AND CABINET HARMONY ROAD 5 Z 0 PULL BOX I - (151/2 "W x 251 x 163'4 "D) ct - -_ - -- - - ❑ PULL BOX II - (131i2 "W x 201i2 "L x 12"D) O 2-3" - CONDUIT - PVC SCHEDULE (40) 2-2" D Z MAST ARM OR POLE MOUNTED SIGN 3 Q O GROUND SIGN ■))) AUDIBLE SIGNAL INDICATORS 2 - O J -- -- EXISTING RAILROAD GATE O 1 EXISTING RAILROAD SWITCH CABINET PRIVATE - _ _ _ _ _ _ PROPOSED TRAFFIC SIGNS — DRIVEWAY '�71-3 2 SEE 1 -2" (RR PREEMPT) FOR INFORMATION ONLY ii \ _ - - — NY ROAD PLANS FOR DETAILS � (SEE (RR PREEMPT) � I L I NOTE: SEE HARMONY ROAD PLANS FOR CURB RAMP/CROSSWAL /STOPLINE STOP AND PAVEMENT STRIPING b TAILS. HERE ON W11-1 RED 30"X30" PROPOSED SIGNAL HEADS SIGNAL 'PHASING Q R10-6 24"X36" O W16-7P O O LOUVERED i 9 11 F/724"X1 2" BACKPLATE Ll J - O Lai - 10 12 II II O O R10-3b I II BLANKOUT COUNTDOWN O X8 „ " 24 X24 PEDESTRIAN 5 9 HEAD (STICK -ON) 2,3,5,E 1,7 4,8 - CALL UNCC ALL VEHICLE SIGNAL HEADS SHALL BE POLYCARBONATE WITH 12-INCH SECTIONS AND ------ Key TUNNEL VISORS. PROTECTED PHASE MOVEMENT �r BEFORE YOU DIG 1-800-922-1987 0 10 20 ALL VEHICLE AND PEDESTRIAN SIGNAL HEADS SHALL BE FOREST GREEN IN COLOR. PEDESTRIAN MOVEMENT =r: rn - r- FEL'SBURG ALL VEHICLE AND ALL PEDESTRIAN INDICATIONS SHALL BE APPROVED L.E.D. TYPE. = CHANGE FROM NORMAL SQUENCE TO SCALE ---------- RAILROAD PREEMPTION HOLD INTERVAL ULLEVIG Computer File Information Index of Revisions - cal' As Constructed MASON STREET/HARMONY ROAD/ Project No./Code Creation Date: 07/18/03 Initials: SED 0 ----- FOSSIL CREEK BIKE/PEDESTRIAN `"`""'"'"` -'— No Revisions: AQC M455-056 Last Modification Date: 01/20/04 Initials: SPG ct „eF�=ccwns COLORADO DEPARTMENT HARMONY CROSSING SIGNAL PLAN Full Path: I: 02181 Acad Final Trail Desi n Sheet CITY OF FORT COLLINS OF TRANSPORTATION Designer: RRF 9 � FF 'LE_'=_ __ - Revised: g13647 Drawing File Name: T02181SSSO1A.dwg _! - - = - - - - Detailer: SED 70 Acad Ver. 2000i Scale: Units: ENGLISH Region 4 PJG Void: Sheet Subset: Traffic Subset Sheets: TS-2 of 3 Sheet Number C1 - 296 0 Q Z y� COIL 25 LF OF FIBER—OPTIC CABLE IN BASE OF NEW CONTROLLER CABINET 2 FOR INFORMATION ONLY ALL TRAFFIC SIGNAL HARMONY ROAD TO THE CITY OF FORT IMPROVEMENTS ON BE INSTALLED BY COLLINS PERSONNEL. UBC LUMBER --- — - ----r_ - - -- J- --__ -- �- -- - - y -- -- ,— --- - - TE F F --- F. - _-- _-- — - - i - - Z —r -- T = (yiX - — — - - ao 01C I -- - - - - r i � HArci✓BONY ROAD -- -- -= IV, _ I - p - _ - - - - - - T — T _.T I I -E-E FE[ I , I� I i NOTES: 1. NEW CONDUIT SHALL BE PLACED BY A BORING OR JACKING METHOD APPROVED BY CITY OF FORT COLLINS (ERIC BRACKE, 1-970-224-6062). 2. 6 STRAND FIBER-OPTIC CABLE SHALL BE PLACED IN NEW AND EXISTING CONDUIT BETWEEN CONTROLLER CABINETS. CALL UNCC BEFORE YOU DIG 1-800-922-1987 I II IF CEI Fr -I _- IL Il,l 1111 -L�] L- , I I-E, LEGEND SYMBOL ITEM DESCRIPTION EXISTING TRAFFIC SIGNAL POLE WITH MAST ARM TRAFFIC SIGNAL CONTROLLER AND CABINET EXISTING TRAFFIC SIGNAL CONTROLLER AND CABINET Cl) EXISTING PULL BOX EXISTING PULL BOX CIO - CONDUIT - PVC SCHEDULE 80 EXISTING CONDUIT _ — T COIL 25 LF OF FIBER-OPTIC CABLE IN BASE OF EXISTING CONTROLLER CABINET. F N J L r 0 25 50 SCALE: 1 "=50' MA FELSBURG rl HOLT & ULLEVIG Computer File Information O Index of Revisions ,a ----- i�„ —F" — rat, of' Fort Coffin, COLORADO DEPARTMENT F FORT COLLINS OF TRANSPORTATION CITY O-- _ — _ L[ - — Region 4 PJG As Constructed MASON STREET/HARMONY ROAD/ FOSSIL CREEK BIKE/PEDESTRIAN HARMONY ROAD INTERCONNECT PLAN Project No./Code Creation Date: 07/18/03 Initials: SED No Revisions: AQC M455-056 Last Modification Date: 01 /13/04 Initials: JGF Full Path: I:\02181\Acad\Final Trail Design\Sheet Revised: Designer: RRF 13647 Drawing File Name: T02181 SSS02.dwg Detailer: SED Void: Sheet Number 7 Acad Ver. 2000i Scale: Units: ENGLISH Sheet Subset: Traffic Subset Sheets: TS-3 of 3 C1 - 296 1 TABULATION OF CONSTRUCTION TRAFFIC CONTROL DEVICES — FOR INFORMATION ONLY SIGNS OTHER DEVICES SIGN CODE LEGEND DIMENSIONS PANEL SIZE ITEM QUANTITY UNIT A B C (SPECIAL) SF W4-1a(L) THRU TRAFFIC MERGE LEFT 48" x 48" 1 TRAFFIC CONTROL MANAGEMENT 13 DAY W4-1a(R) THRU TRAFFIC MERGE RIGHT 48" x 48" 1 TRAFFIC CONTROL INSPECTION 7 DAY W4-21- LANE DROP MERGE (SYMBOL) 48" x 48" 2 ARROW PANEL 2 EACH W4-2R LANE DROP MERGE (SYMBOL) 48" x 48" 2 DRUM CHANNELIZING DEVICE 45 EACH W5-1 ROAD NARROWS 48" x 48" 1 W20-1 ROAD WORK (DIST.) 48" x 48" 2 W20-5 L LEFT LANE CLOSED AHEAD 48" x 48" 1 W20-5 R RIGHT LANE CLOSED AHEAD 48" x 48" 1 r G20-10 THANK YOU 48" x 48" 2 CONSTR. TRAFFIC SIGN SPECIAL "ROAD WORK ON WESTBOUND HARMONY" 48" x 48" 32 SIGN TOTALS 13 32 ALL ITEMS T( ITEM 630 — (LUMP SUM). BE INCLUDED IN TRAFFIC CONTROL OTES: 1. THE RECOMMENDED TRAFFIC CONTROL DEVICES IDENTIFIED IN THESE PLANS ARE PROVIDED FOR INFORMATION ONLY. THE CONTRACTOR SHALL SUBMIT A METHOD OF HANDLING TRAFFIC PLAN TO THE CITY OF FORT COLLINS FOR APPROVAL PRIOR TO IMPLEMENTATION. ALL CONSTRUCTION TRAFFIC CONTROL DEVICES AND PERSONNEL REQUIRED FOR THE PROJECT SHALL BE PAID FOR AS ITEM 630, TRAFFIC CONTROL, LUMP SUM. THE LUMP SUM PAYMENT FOR TRAFFIC CONTROL SHALL BE FULL COMPENSATION FOR ALL WORK NECESSARY TO COMPLETE THIS ITEM INCLUDING BUT NOT LIMITED TO FURNISHING, ERECTING, CLEANING, MAINTAINING, RESETTING, REPLACING, REPAIRING, MOVING, AND DISPOSING OF THE CONSTRUCTION TRAFFIC CONTROL DEVICES. 2. THE INSTALLATION OF ALL CONSTRUCTION TRAFFIC CONTROL DEVICES AND ASSOCIATED MATERIALS SHALL COMPLY WITH ALL APPLICABLE PORTIONS OF THE COLORADO DEPARTMENT OF TRANSPORTATION'S (CDOT) "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION," 1999, THE CDOT "STANDARD PLANS", OCTOBER 2000, THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES", AND THE ACCEPTED ROADWAY PLANS. 3. THE GENERAL NOTES PROVIDED ON CDOT STANDARD PLAN S-630-1 SHEET 9 SHALL BE REFERENCED FOR ADDITIONAL INFORMATION AND GUIDANCE. 4. BASED UPON SIGHT DISTANCE AND OTHER CONSIDERATIONS, THE FINAL LOCATION OF SIGNS AND TRAFFIC CONTROL IS SUBJECT TO THE APPROVAL BY THE PROJECT ENGINEER. 5. REMOVE ANY AND ALL CONFLICTING STRIPING. REMOVE OR MASK ANY AND ALL CONFLICTING SIGNING. 6. ALL CONSTRUCTION TRAFFIC SIGNS SPECIAL ARE BLACK ON ORANGE. 7. ACCESS MUST BE MAINTAINED TO ALL PROPERTIES AT ALL TIMES. 8. WHEN CONSTRUCTION TRAFFIC CONTROL SIGNS ARE NOT IN USE, THEY SHALL EITHER BE MASKED, REMOVED OR TURNED AWAY FROM TRAFFIC. CALL UNCC T' ,_fl - F-,4 BEFORE YOU DIG 1-800-922-1987 PFELSBURG rIHOLT & ULLEVIG Computer File Information 0 Index of Revisions �c�r ----- a c<«„rF��tc,uT° COLORADO PDEPARTMENT CITY OF FORT COLLINS OF TRANSPORTATION - - - r _L `' 'F - L = - Region 4 PJG As Constructed MASON STREET/HARMONY ROAD/ FOSSIL CREEK BIKE/PEDESTRIAN CONSTRUCTION TRAFFIC CONTROL Project No./Code Creation Date: 03/22/04 Initials: JGF No Revisions: AQC M455-056 Last Modification Date: 03/22/04 Initials: JGF Full Path: I:\02181\Acad\Final Trail Design\Sheet Revised: Designer. JGF g 13647 Drawing File Name: T02181 CTC03.dwg Detailer: JGF Void: Sheet Number 72 Acad Ver. 2000i Scale: NONE Units: ENGLISH Sheet Subset: Subset Sheets: CTC-1 of 3 t;1 296 NO 0\ N C.� ROAD WORK AHEAD 48 W20-1 �y 250' 12' LAN E XYZ THANKS YOU 555-555-5w 48 020-10 CONSTRUCTION AREA ROAD 48 W5-1 VARIABLE EXISTING SECTION A —A 300' CHANNELIZING DRUMS @ 25' SPACING (MAX.) CONSTRUCTION AREA 10' LANE 50' BUFFER A 250' - - LANE DROP 000 0 0 0 0 0 0 0 0 0 10 0 0 ARROW PANEL PHASE 1 CONSTRUCTION ROAD WORK ON WESTBOUND HARMONY SPECIAL 48"x48" XYZ THANKS YOU 555-555-5555 48 G20-10 250' W W ry U) Z O Q 48 W4-2 - ►la 250' f f ROAD WORK ON WESTBOUND HARMONY SPECIAL 48"x48" CLOSED 48 W20-5(L) 250' LEGEND CONSTRUCTION AREA �illo, TRAVEL LANES AND DIRECTION • CHANNELIZING DEVICE ' THRU D TRAFFIC WORK MERGE <<ROA 000FT RIGHT 48 W4-1aR 48 W20-1 \ 250' \ FELSBURG r1HOLT & ULLEVIG Computer File Information O O 0 0 Index of Revisions �nT ----- a f� c,tcoFortcoltins COLORADO PDEPARTMENT CITY OF FORT COLLINS OF TRANSPORTATION ' ' -F- - F , LL .-E - F --LE - -'_ F - - = - - - - Region 4 PUG As Constructed MASON STREET/HARMONY ROAD/ FOSSIL CREEK BIKE/PEDESTRIAN CONSTRUCTION TRAFFIC CONTROL Project No./Code Creation Date: 09/04/03 Initials: JGF No Revisions: AQC M455-056 Last Modification Date: 03/22/04 Initials: JGF Full Path: I: 02181 Acad Final Trail Desi n Sheet 9 Revised: Designer: JGF 13647 Drawing File Name: T02181 CTC01 .dwg Detailer: JGF Void: Sheet Number 73 Acad Ver. 2000i Scale: NONE Units: ENGLISH Sheet Subset: TRAFFIC Subset Sheets: CTC-2 of 3 C1 - 296 %0 Ok tV I HARMONY ROAD 950' ROAD WORK AHEAD 48 W20-1 y XYZ CONSTRUCTION THANKS YOU 555-656-5555 48 G20-10 300' I ROAD CHANNELIZING 48 W5-1 DRUMS @ 25' SPACING (MAX.) STRUCTION 0 1 a 12' M VARIABLE 10' AREA LANE I LANE EXISTING SECTION A —A AREA 2 VA LL_ Z m am — 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ARROW PANEL Dow- 50' _ 250' \ �� BUFFER LANE DROP A n PHASE 2 CONSTRUCTION r ROAD WORK ON WESTBOUND HARMONY SPECIAL 48"x48" XYZ THANKS YOU 555-555-5555 48 G20-10 250' w w IY cn Z O Ln Q 48 W4-2 250' ROAD WORK ON WESTBOUND HARMONY SPECIAL 48"x48" CLOSED AHEAD 48 W20-5(R) " THRU TRAFFIC MERGE LEFT , 48 W4-1aL ROAD WORK 1000FT 48 W20-1 250' 1 250' \ Now — LEGEND =; CONSTRUCTION AREA TRAVEL LANES AND DIRECTION • CHANNELIZING DEVICE N J L � r P'A FELSBURG rIHOLT & ULLEVIG Computer File Information O O Index of Revisions 6cur ----- F---11'- ' IF a ct „eF COLORADO PDEPARTMENT CITY OF FORT COLLINS OF TRANSPORTATION _ -E E I, E = F F - _ I - LE _ - - - F - - - _— - _ _ - h - Region 4 PJG As Constructed MASON STREET/HARMONY ROAD/ FOSSIL CREEK BIKE/PEDESTRIAN CONSTRUCTION TRAFFIC CONTROL Project No./Code Creation Date: 09/04/03 Initials: JGF No Revisions: AQC M455-056 Last Modification Date: 03/22/04 Initials: JGF Full Path: I:\02181 \Acad�Final Trail Design�Sheet Revised: Designer: JGF g 13647 Drawing File Name: T02181 CTCO2.dwg Detailer: JGF Void: Sheet Number 74 Acad Ver. 2000i Scale: AS SHOWN Units: ENGLISH Sheet Subset: TRAFFIC Subset Sheets: CTC-3 of 3 C1 - 296 TABULATION OF STORM DRAIN SYSTEM AND EROSION CONTROL i NOTE NO. LOCATION ^ w Q < O G M CD = g w 0 Li w J co U = - Z Q U ELEVATIONS PIPE SEWER z o w � zz w c� Z O U 4 Z G J E O O zo o W W^ J m X Cn ~ o 0 --gC = o - N f a_ ---- z o J Q W w Y Q m Z z 0Z O Z U w O W\ (Y v) w U Z w � ^ o Q J W U Li � O J Z �Q Li w U < F Z ``' z O LJJ N J I] c(n NOTES ----- - - INVERT ELEVATIONS � o REINFORCED CONCRETE PIPE CIII H=5' L EA ---H-=5' - EA - RIM INVERT LOWER UPPER - 30"X19 8" EA SY CY EA SY LF LF LF EA SHEET DR-1 Al 100+00, 8.0' RT. 9.3 2.7 20.0 50 20 RETAINING WALL REQ' D AT PIPE END, SEE DETAIL ON SHEET DD-2 A2 100+00 4982.74 4982.90 1.000 16.0 A3 100+00, 8.0' LT. 6.0 1.3 25.0 30 20 RETAINING WALL REQ' D AT PIPE END, SEE DETAIL ON SHEET DD-2 MISC. 5 SHEET DR-2 MISC. 100 20 SHEET DR-3 MISC. 1 20 SHEET DR-4 2 10 MISC. - - ----- - SHEET DR-5 -- ES-131 119+86, 17.0 RT. 1 1 9.3 2.7 P-132 17.80 18.06 0.912 28.5 I-B3 120+02, 9.0LT. 1 21.30 18.06 _ P-134 18.26 21.10 0.913 311.0 -135 123+16, 9.0' LT. 1 24.80 21.10 P-136 21.30 1 21.50 0.912 21.5 MH-137 123+27t, 13.0' f LT. 1 24.40 21.5 CONNECT TO EXISTING 12" RCP IRRIGATION LINE MISC. 5 SHEET DR-6 MISC. 105 10 1 SHEET DR-7 MISC. 70 170 SHEET DR-8 MISC. 200 1 WETLAND MITIGATION SITE 1 TOTAL 2 1 16.0 361.0 1 24.6 6.7 3 45 370 355 110 3 NOTES: €1 � ALL EXCAVATION, BEDDING, BACKFILL, COMPACTION AND OTHER INCIDENTAL ITEMS REQUIRED TO INSTALL PIPE, RIPRAP, EROSION CONTROL ITEMS AND STRUCTURES SHALL BE INCLUDED IN THE COST OF THE ITEM. 2� PIPE LENGTHS ARE APPROXIMATE. 3� TABULATION OF STORM DRAIN SYSTEM AND EROSION CONTROL QUANTITIES HAVE BEEN CARRIED FORWARD TO THE SUMMARY OF APPROXIMATE QUANTITIES SHEETS. €4� ALL UTILITY LOCATIONS SHOWN ON THESE PLANS ARE APPROXIMATE AND THE CONTRACTOR SHALL VERIFY THEIR LOCATIONS PRIOR TO THE BEGINNING OF CONSTRUCTION. €5� SILT FENCE FENCE (PLASTIC) AND EROSION LOGS SHALL BE PAID FOR AS INSTALL AND REMOVE. €6� FENCE (PLASTIC) IN THE WETLAND MITIGATION AREA SHALL BE PLACED AS DIRECTED BY THE ENGINEER OR LANDSCAPE ARCHITECT. Computer File Information Creation Date: Last Modification Date Full Path: Drawing File Name: Acad Ver. 2000i 08/14/03 Initials: SED 0 06/02/04 Initials: SPG I:\02181\Acad\Final Trail Design\Sheet D02181TAB01.DWG Scale: Units: ENGLISH 0 Index of Revisions Crtv of Fort Collins CITY OF FORT COLLINS FT -_--- El I - LL II ADDITIONAL QUANTITIES FOR EROSION CONTROL ITEMS DESCRIPTION QUANTITY UNIT BLADING 16 HOUR EROSION CONTROL SUPERVISOR 1 LS CONCRETE WASHOUT STRUCTURE 1 EACH SEEDING (NATIVE) 2.1 ACRE SOIL PREPERATION (SPECIAL) 2.1 ACRE MULCHING (WEED FREE HAY) 2.5 ACRE MULCH TACKIFIER 375 LB HERBICIDE TREATMENT 16 HOUR SEDIMENT REMOVAL AND DISPOSAL 1 LS EROSION CONTROL 1 FA �uT :F-- COLORADO DEPARTMENT OF TRANSPORTATION E=-E - .- Region 4 PJG As Constructed No Revisions: Revised: Void: MASON STREET/HARMONY ROAD/ FOSSIL CREEK BIKE/PEDESTRIAN STORM DRAIN AND EROSION TABS Designer: ELL Detailer: ELL PI.A FELSBURG HOLT & ULLEVIG Project No./Code AQC M455-056 13647 Sheet Subset: Drainage Subset Sheets: DT-I of 1 Sheet Number 75 C1 - 296 I r v STORM WATER MANAGEMENT PLAN -ADDITIONAL INFORMATION ESTIMATED RUNOFF COEFFICIENT PRE -CONSTRUCTION: 0.04 POST -CONSTRUCTION: 0.38 EXISTING DATA DESCRIBING SOIL OR QUALITY OF DISCHARGE: SOILS ARE LOAMS AND CLAY LOAMS. EXISTING VEGETATION: NATIVE GRASSES, WETLAND VEGETATION AND WEEDS. PROPOSED SEQUENCE FOR MAJOR ACTIVITIES, LOCATION OF ANY OTHER POTENTIAL POLLUTION SOURCE, AREAS USED FOR STORAGE OF BUILDING MATERIALS, SOILS OR WASTES, AND LOCATION OF ANY DEDICATED ASPHALT OR CONCRETE BATCH PLANTS: SEE WATER QUALITY AND EROSION CONTROL SPECIFICATIONS, AND DOCUMENTS SUBMITTED BY THE CONTRACTOR AT THE PRE CONSTRUCTION CONFERENCE. 100-YEAR FLOOD PLAIN BOUNDARIES: SEE BRIDGE HYDRAULIC INFORMATION SHEET OR ROADWAY PLANS (IF EXISTENT). DESCRIPTION OF THE CONSTRUCTION ACTIVITY, ESTIMATE OF THE TOTAL SITE AREA AND OF THE AREA EXPECTED TO UNDERGO EXCAVATION, AND NAME OF THE RECEIVING WATER: SEE CDPS STORM WATER PERMIT APPLICATION. SITE MAP AND CONSTRUCTION SITE BOUNDARIES: SEE TITLE SHEET. AREAS OF CUTS AND FILLS AND AREAS OF SOIL DISTURBANCE: SEE PLAN AND PROFILE SHEETS AND ROADWAY CROSS SECTIONS, SURFACE WATERS: SEE TITLE SHEET AND BRIDGE HYDRAULIC INFORMATION SHEET OR ROADWAY PLANS (IF EXISTENT). MATERIALS HANDLING AND SPILL PREVENTION: SEE WATER QUALITY SPECIFICATION (107.25). INSPECTION AND MAINTENANCE: SEE EROSION CONTROL SPECIFICATIONS (107.25 OR 208). CONTRACT DOCUMENT LOCATION OF EROSION CONTROL AND STORM WATER QUALITY MANAGEMENT MEASURES NOT REFERENCED ABOVE NOR INCLUDED ON THE STORM WATER MANAGEMENT PLAN SHEET(S): DRAINAGE STUDY AND STORM WATER MANAGEMENT PLAN FOR THE MASON STREET BIKE/PEDESTRIAN TRAIL HARMONY ROAD TO FOSSIL CREEK FORT COLLINS, COLORADO, FELSBURG HOLT & ULLEVIG, APRIL 2004 NOTES 1. DISTURBED SURFACES SHALL BE LEFT IN A ROUGHENED CONDITION AT ALL TIMES. 2. PLACEMENT OF SEED, MULCH AND MULCH TACKIFIER WILL NOT BE DONE IN A SINGLE OPERATION, BUT SHALL BE COMPLETED AFTER EACH CONSTRUCTION PHASE. IT IS ESTIMATED THAT 5 OR MORE MOBILIZATIONS SHALL BE REQUIRED AND WILL BE INCLUDED IN THE PRICE OF THE WORK. 3. WHEN DISTURBED AREAS EXCEED LIMITS REFERENCED IN STANDARD PROVISION 208, OR DURING THE SUMMER AND WINTER WHEN SEEDING IS NOT ALLOWED, APPLY 1.5 TONS CERTIFIED WEED FREE FORAGE PER ACRE, MECHANICALLY CRIMPED INTO THE SOIL IN COMBINATION WITH AN ORGANIC MULCH TACKIFIER PER STANDARD PROVISION 213. MULCH AND MULCH TACKIFIER WILL BE PAID FOR SEPARATELY. 4. THE EROSION CONTROL SUPERVISOR SHALL BE A PERSON OTHER THAN THE PROJECT SUPERINTENDENT 5. INSPECTIONS SHALL BE FREQUENT AND REPAIRS/OR REPLACEMENTS OF EROSION CONTROL MEASURES SHALL BE MADE PROMPTLY AS NEEDED OR AS DIRECTED BY THE ENGINEER, ALL EROSION BALES, LOGS AND SILT FENCE SHALL BE INSPECTED FOLLOWING EACH RAINFALL AND SILT SHALL BE CLEANED OUT WHEN THE SILT DEPTH EXCEEDS 50% OF THE BALE, LOG, AND/OR SILT FENCE HEIGHT. PRICE WILL BE PAID FOR AS SEDIMENT REMOVAL AND DISPOSAL LUMP SUM. 6. WASHING OUT CONCRETE TRUCKS SHALL BE LIMITED TO SPECIFIC SITES PRE -APPROVED BY THE ENGINEER, UTILIZING A CONCRETE WASHOUT STRUCTURE. CONCRETE SAW WATER SHALL NOT BE ALLOWED TO ENTER ANY WATERWAYS, WETLANDS OR INLETS. WATER SHALL BE COLLECTED, CONTAINED AND DISPOSED OF AS DIRECTED BY THE ENGINEER. 7. IT IS ESTIMATED THAT 3 STABILIZED CONSTRUCTION ENTRANCE WILL BE REQUIRED AS DIRECTED AND IN ACCORDANCE WITH STANDARD M-208-1. 8. WHENEVER SEDIMENT IS TRANSPORTED ONTO THE HIGHWAY, THE ROAD SHALL BE CLEANED AT THE END OF THE DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADWAY BY SHOVELING OR SWEEPING AND SHALL BE TRANSPORTED TO A CONTROLLED SEDIMENT DISPOSAL SITE APPROVED BY THE ENGINEER. REMOVAL WILL NOT BE PAID FOR SEPARATELY. 9. TEMPORARY SLOPES THAT SHALL BE IN PLACE FOR MORE THAN 1 MONTH SHALL HAVE 1.5 TONS OF CERTIFIED WEED FREE FORAGE CRIMPED INTO THE SLOPE IN COMBINATION WITH AN ORGANIC MULCH TACKIFIER. SOIL REPERATION (SPECIAL) IS NOT REQUIRED UNTIL FINAL SHAPING OF THE SLOPES. MULCH AND MULCH TACKIFIER WILL BE PAID FOR. 10. IT IS ESTIMATED THAT 16 HOURS OF BLADING MAY BE REQUIRED ON THE PROJECT FOR MISCELLANEOUS EROSION CONTROL WORK AS DIRECTED BY THE ENGINEER. THIS WORK MAY INCLUDE (BUT IS NOT LIMITED TO) SLOPE ROUGHENING, TEMPORARY BERMS, ETC. 11. FOR DETAILS, SEE STANDARD M-208-1, TEMPORARY EROSION CONTROL 12. SEE TABULATION OF STORM DRAIN SYSTEM AND EROSION CONTROL DRAWING DT-1 FOR QUANTITIES. 13. EROSION CONTROL BID ITEMS INCLUDE INSTALATION/CONSTRUCTION, MAINTENANCE AND REMOVAL. 14. EROSION CONTROL SUPERVISION SHALL BE REQUIRED ON THIS PROJECT AND WILL BE PAID FOR AS ITEM 208-EROSION CONTROL SUPERVISOR, (LUMP SUM). QUANTITIES QUANTITIES FOR EROSION CONTROL AND SEEDING ITEMS ARE LOCATED ON THE TABULATION OF STORM DRAIN AND EROSION CONTROL SHEET DT-1. SPECIAL NOTES THE SUGGESTED TIME SEQUENCE FOR THE MEASURES IS LISTED BELOW AS: 1. CLEAR AND GRUB THE PERIMETER CONTROL AREAS. BUILD THE CONSTRUCTION ENTRANCES AND VEHICLE TRACKING CONTROLS AS REQUIRED BY THE CITY, INSTRUCT CONSTRUCTION CREWS ABOUT KEEPING WITHIN PROJECT LIMITS, PLACING TRASH IN PROPER RECEPTACLES, REPORTING SPILLS AND REPORTING PLACES WHERE EROSION OR SEDIMENTATION IS OCCURRING. 2. CLEARING AND GRUBBING OF REMAINING AREAS. 3. PLACE THE EMBANKMENT, IRRIGATION AND DRAINAGE STRUCTURES. MODIFY EROSION CONTROLS AS IS REQUIRED IN CONJUNCTION WITH CONSTRUCTION PROGRESS. CONTOUR FURROW ROADWAY EMBANKMENT AREAS. ADD ADDITIONAL EROSION CONTROLS WHERE REQUIRED. 4. ALL AREAS (EXCEPT THOSE TO BE PAVED) ARE TO BE CONTOUR -FURROWED IMMEDIATELY FOLLOWING GRADE CERTIFICATION, BUT NO LATER THAN THREE (3) DAYS AFTER COMPLETION OF GRADING. 5. COMPLETE THE FINAL GRADING. LANDSCAPE AREAS ARE TO BE DRILL SEEDED AND CRIMP MULCHED. 6. INSPECT THE FINAL GROUND COVER. RE -SEED, RE -GRADE AND REHABILITATE ERODED OR BARE AREAS WHERE COVER IS NOT ESTABLISHED. FINAL STABILIZATION MUST OCCUR WITH THE NATIVE GRASS SEEDING ESTABLISHED TO 70 PERCENT OF THE EXISTING ADJACENT GROUND COVER (CURRENT GROUND COVER IS ABOUT 80 PERCENT). MATERIALS HANDLING AND SPILL PREVENTION MATERIALS THAT ARE ANTICIPATED TO BE HANDLED AT THE SITE ARE MATERIALS FOR CONSTRUCTION EQUIPMENT SUCH AS FUEL, OIL AND HYDRAULIC FLUIDS. ALL OF THESE MATERIALS AND OTHERS THAT ARE HAZARDOUS WILL BE STORED OR HANDLED IN A COVERED AREA WITHIN THE PROJECT LIMITS. THE COVERED AREA WILL BE DESIGNED TO CONFINE SPILLS FOR IMMEDIATE REMOVAL AND DISPOSAL AT A SUITABLE PLACE. ALL SPILLS ARE TO BE REPORTED TO THE SWMP ADMINISTRATOR. THE CONTRACTOR MUST KEEP ALL POLLUTANTS, INCLUDING SEDIMENT, CONSTRUCTION DEBRIS, AND TRENCH BACK FILL MATERIALS FROM ENTERING THE STORM SEWER SYSTEM. IN ADDITION, ALL SPILLS INCLUDING, BUT NOT LIMITED TO, PETROLEUM PRODUCTS, SOLVENTS AND CONCRETE SHALL BE CLEANED UP IMMEDIATELY. THE COLORADO DEPARTMENT OF HEALTH AND ENVIRONMENT SHALL BE NOTIFIED IMMEDIATELY IF POSSIBLE, BUT NO LATER THAN WITHIN TWENTY-FOUR (24) HOURS OF ANY SPILL OF TWENTY-FIVE (25) GALLONS OR LARGER. FERTILIZER, IF REQUIRED, SHOULD NOT BE DELIVERED TO THE SITE UNTIL JUST PRIOR TO APPLICATION. ABSORBENTS FOR FUEL AREAS AND CONTAINERS FOR USED ABSORBENTS WILL BE AVAILABLE. IN THE EVENT OF A MAJOR SPILL, THE NATIONAL SPILL RESPONSE HOT LINE MUST BE CONTACTED. VEHICLE WASHING WILL NOT BE ALLOWED AT THE SITE. DUE TO THE SIZE OF THE PROJECT, IT IS ANTICIPATED THAT ASPHALT AND CONCRETE WILL BE BATCHED OFF THE SITE. FINAL STABILIZATION AFTER THE CONSTRUCTION IS COMPLETED AND THE REESTABLISHED VEGETATIVE COVER IS ADEQUATE, THE TEMPORARY EROSION CONTROL MEASURES CAN BE REMOVED. THE SITE'S FINAL STABILIZATION MEASURES WILL CONTINUE TO CONTROL POLLUTANTS BEING PASSED INTO THE DRAINAGE. THE NATIVE GRASS ALONG THE ROADWAY PERIMETER WILL SLOW DOWN STORM WATER FLOWS AND ENCOURAGE EVAPO-TRANSPIRATION. OTHER CONTROLS CONSTRUCTION DEBRIS THAT IS ENCOUNTERED (SUCH AS BROKEN CONCRETE AND ASPHALT) WILL BE HAULED OFF TO A SUITABLE LANDFILL OR RECYCLED. TRASH AND WASTE PRODUCED DURING THE CONSTRUCTION WILL BE PLACED IN ON -SITE DUMPSTERS AND PERIODICALLY HAULED OFF TO A SUITABLE LANDFILL. PORTABLE TOILETS WILL BE PROVIDED ON -SITE AND WILL BE MAINTAINED ON A REGULAR BASIS. THE STABILIZED CONSTRUCTION ENTRANCE WILL BE LOCATED AT CONSTRUCTION ACCESS POINTS, REDUCING THE AMOUNT OF MUD TO BE TRANSPORTED FROM THE SITE. WATER WILL BE USED AS A DUST PALLIATIVE. INSPECTION AND MAINTENANCE THOROUGH INSPECTION OF THE STORM WATER MANAGEMENT SYSTEM SHOULD BE PERFORMED EVERY 14 DAYS AND AFTER THE OCCURRENCE OF ANY PRECIPITATION OR SNOW MELT EVENT THAT MAY HAVE CAUSED EROSION. PERIODIC INSPECTIONS SHOULD ALSO INCLUDE CHECKING EQUIPMENT FOR LEAKS AND REVIEWING EQUIPMENT MAINTENANCE PRACTICES. ALL INSPECTIONS AND MAINTENANCE ARE TO BE DOCUMENTED BY THE PROJECT SWMP ADMINISTRATOR AND MADE AVAILABLE TO THE COLORADO DEPARTMENT OF HEALTH UPON REQUEST. NATIVE SEEDING SOIL PREPARATION, SEEDING, MULCHING AND MULCH TACKIFIER WILL BE REQUIRED FOR THE DISTURBED AREA WHICH ARE NOT SURFACED. THE FOLLOWING TYPES AND RATES SHALL BE USED: TRAIL AREA SEED MIX: COMMON NAME BOTANICAL NAME LBS, PLS/ACRE OATS AVENA SATIVA 3.0 BLUE GRAMA V. HACHITA BOUTELOUA GRACILIS 1.5 GREEN NEEDLEGRASS V. LODORM STIPA VIRIDULA 3.0 WESTERN WHEATGRASS V. ARRIBA PASCOPYRUM SMITHII 10.0 SIDEOATS GRAMA V. VAUGHN BOUTELOUA CURTIPENDULA 5.0 SWITCHGRASS V. NEBR. 28 PANICUM VIRGATUM 2.0 LITTLE BLUESTEM V. PASTURA SCHIZACHYRIUM SCOPARIUM 2.0 PURPLE PRAIRIE CLOVER V. KANEB PETALOSTEMUM PURPUREA 0.5 GAILLARDIA GAILLARDIA ARISTATA 1.0 BLUE FLAX LINUM LEWISII 0.5 COREOPSIS COREOPSIS TINCTORIA 0.2 WINTERFAT CERATOIDES LANATA 1.0 TOTAL LB PLS/ACRE SEEDING 29.7 SEEDING APPLICATION: DRILL SEED .25" TO .5" INTO THE SOIL WHERE POSSIBLE. IN AREAS NOT ACCESSIBLE TO A DRILL HAND BROADCAST AT TRIPLE THE ABOVE RATE AND RAKE .25" TO .5" INTO THE SOIL. MULCHING APPLICATION: 1.5 TONS OF CERTIFIED WEED FREE HAY PER ACRE MECHANICALLY CRIMPED INTO THE SOIL IN COMBINATION WITH AN ORGANIC MULCH TACKIFIER. SOIL RETENTION BLANKET (STRAW/COCONUT) SHALL BE PLACED IN LIEU OF MULCH AND MULCH TACKIFIER WHERE INDICATED IN THE PLANS PER STANDARD PROVISION 216. ADDITIONAL NOTES: HYDRO -SEEDING AND HYDRO -MULCHING SHALL NOT BE ALLOWED. FERTILIZER WILL NOT BE REQUIRED ON THE PROJECT. PRIOR TO CONSTRUCTION COMMENCING, AREAS WITH HEAVY INFESTATIONS OF NOXIOUS WEEDS WILL BE FLAGGED BY THE CITY PROJECT MANAGER. SPOT SPRAYING OF NOXIOUS WEEDS SHALL BE ACCOMPLISHED PER SPECIAL PROVISION 217. CONTRACTOR'S VEHICLES SHALL BE INSPECTED PRIOR TO CONSTRUCTION TO ENSURE THAT THEY ARE FREE OF SOIL AND DEBRIS CAPABLE OF TRANSPORTING NOXIOUS WEED SEEDS OR ROOTS ONTO THE SITE. THE CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING A FELSBURG DE -WATERING OR INFILTRATION PERMIT FROM THE COLORADO DEPARTMENT OF HEALTH IF CONSTRUCTION CONDITIONS WARRANT Arl H O LT & PERMIT. ULLEVIG Computer File Information Index of Revisions -- oT As Constructed MASON STREET/HARMONY ROAD/ Project No./Code Creation Date: 08/14/03 Initials: SED O ----- FOSSIL CREEK BIKE/PEDESTRIAN Last Modification Date: 06/01/04 Initials: SPG O cty„rF„Tcc°m, COLORADO No No Revisions: SWMP / DRAINAGE NOTES AQC M455-056 CITY OF FORT COLLINS OF TRANSPORTATION - I i T F = F - Revised: Designer: g ELL 13647 Full Path: I:\02181 \Acad\Final Trail Design\Sheet T TF L _ E F =E__ - _ _ = F _- - - Detailer: CDT Drawing File Name: E02181 DET01.dwg Acad Ver. 2000i Scale: NITS Units: ENGLISH Region 4-PJG Void: Sheet Subset: DRAINAGE Subset Sheets: EC-1 of 1 Sheet Number 76 C1 - 296 +O t Ch N i -- - - — - E -- H -- - - L x LEGEND STA. 99+50.00 — BEGIN BIKE/PED. TRAIL AND TRAIL FENCE (BNSF MILEAGE 69.11) TEMPORARY WETLANDS TAKE PERMANENT WETLANDS TAKE EXISTING WETLANDS —f—j—j— SILT FENCE MINIMIZE CHANNEL GRADING TO PROTECT WETLANDS -REQi' D RGS,fON - - LOG (2 LF) AND FENCE (PLASTIC) (30 LF) STA. 100+00, 8.0' LT.- - REQ'D CONCRETE. HEADWALL (30" X 19" RCP fNV. - EL.= 4982.9) (HW-A3) PROTECT W ND AREAS THAT ARE NOT,,,DIRECTLY IMPACTED BY CONSTRUCTION EQ' D FENCE (PLASTIC) (50 LF) STA. 100+00, 8.0' RT.- REQ'D CONCRETE HEADWALL (30" X 19" RCP INV. EL.= 4982.74) (HW-A1) RIPRAP (12 INCH)(2.7 CY)(L=6' , W=6' , THICKNESS=2' ) OVER GEOTEXTILE (EROSION CONTROL)(CLASS B) (9.3 SY) COVER WITH 6" LAYER OF ON -SITE WETLAND TOPSOIL TOP OF CUT i i FENCE (PLASTIC) TOE OF FILL ME +I -H t0) .CY) Cf)� II 0 > I. w > N i 2 II w O=0 n �_ v C) Q Q I' ' X W 6 EXISTING INVERT EL. OUT= 4984.44t E — - --- -H= - - -- - - a - RIPRAP (12 INCH)(1.3 CY) OVER 6.0 SY OF GEOTEXTILE (EROSION CONTROL)(CLASS B) REQ' D 25.0 S.Y. SOIL RETENTION BLANKET (STRAW/COCONUT) (PLACE ONLY IN DISTURBED AREAS) 0 REQ' D EROSION LOG (5 LF) -- U� z16.0 LF OF 30"X19" RCP 1.000% (P-A2) J r - = H=- - GRADE CHANNEL @ 0.30% TO DAYLIGHT (MINIMIZE Q = I DISTURBANCE) U REQ' D 20.0t S.Y. Q L — - SOIL RETENTION BLANKET r STRAW/COCONUT (PLACE ONLY IN DISTURBED AREAS) REQ' D EROSION LOG (20 LF) NOTE: FOR HEADWALL DETAILS SEE SHEET DD-2. �L z PFELSBURG rIHOLT & ULLEVIG Computer File Information 0 Index of Revisions -- �r�r ----- ""`""-'"'-`— ��.,rF�rtcouias COLORADO DEPARTMENT CITY OF FORT COLLINS OF TRANSPORTATION rTi LL-, E - _ 4 -F- _ lI F __�'_ 1-1I[ r = - - =1 - - - Region 4 PUG As Constructed MASON STREET/HARMONY ROAD/ FOSSIL CREEK BIKE/PEDESTRIAN DRAINAGE PLAN SHEET Project No./Code Creation Date: 07/21/03 Initials: SYS No Revisions: AQC M455-056 Last Modification Date: 03/15/05 Initials: SPG Full Path: I:\02181\Acad\Final Trail Design\Sheet Revised: Designer: ELL g 13647 Drawing File Name: D02181 PLN01 .dwg Detailer: CDT Void: Sheet Number 77 Acad Ver. 2000i Scale: Units: ENGLISH Sheet Subset: DRAINAGE Subset Sheets: DR-1 of 8 C1 - 296 V..IIII, U 0 PROTECT WETLAND AREAS fl N Q '0 Q REQ' D EROSION r- LOG (5 LF) REQ' D EROSION - - - - - - - REQ' D EROSION O LOG (5 LF) H - Q cn= — -- D B R D E =- --- - Q - - Z --- - - - - -- - - _- _ CD o + + H U 0 O 0 1 (00 D REQ' D EROSION _ ~Q REQ �I D SILT LOG (5 LF) U FENCE (50 LF) — FEQ'D SILT ENNCE (50 LF) Q •I l i I LEGEND TEMPORARY WETLANDS TAKE J L Z � r PERMANENT WETLANDS TAKE EXISTING WETLANDS -- TOP bF CUT 0 20 40 —j—j—j— SILT FENCE - - TOE OF FILL SCALE: 1 "=40' H O LTRG H O LT & ULLEVIG Computer File Information Index of Revisions - )nr As Constructed MASON STREET/HARMONY ROAD/ Project No./Code Creation Date: 07/21/03 Initials: SYS 0 ----- FOSSIL CREEK BIKE/PEDESTRIAN Last Modification Date: 06/02/04 Initials: SPG O c,t nfFortcou COLORADO FDEPARTMENT No Revisions: DRAINAGE PLAN SHEET AQC M455-056 CITY OF FORT COLLINS OF TRANSPORTATION Designer: ELL Full Path: I:\02181\Acad\Final Trail Design\Sheet 0 _- - - Revised: g 13647 _ C F __-_ Drawing File Name: D02181 PLN02.dwg 0 - = - = Detailer: CDT Acad Ver. 20001 Scale: Units: ENGLISH 0 - Region 4 PUG Void: Sheet Subset: DRAINAGE Subset Sheets: DR-2 of 8 Sheet Number 78 C1 - 296 ND CV I SUMMARY OF EARTHWORK r U EARTHWORK NOTES: 1. ALL EARTHWORK WILL BE PAID FOR AS ITEM 203 — UNCLASSIFIED EXCAVATION (COMPLETE —IN —PLACE) (CUBIC YARDS). THIS ITEM SHALL INCLUDE ALL NECESSARY REMOVAL, HAUL, STOCKPILING, PLACEMENT, COMPACTION, WETTING, BORROW, AND DISPOSAL. 2. THE INFORMATION PROVIDED IN THE SUMMARY OF EARTHWORK IS PROVIDED FOR THE GENERAL USE BY THE CONTRACTOR. NO MASS DIAGRAM HAS BEEN PREPARED TO SHOW ANY METHODS OF MOVEMENT OF THE MATERIAL. THE CONTRACTOR SHALL DETERMINE THE MOST EFFICIENT METHOD TO PERFORM THE EARTHWORK FOR CONSTRUCTION OF THE PROJECT. IT IS POSSIBLE THAT ADDITIONAL BORROW MATERIAL MAY BE REQUIRED TO CONSTRUCT INITIAL PORTIONS OF THE PROJECT, AND DISPOSAL OF EXCESS MATERIAL REQUIRED TO CONSTRUCT LATER PORTIONS OF THE PROJECT. NO ADDITIONAL COMPENSITION WILL BE PAID FOR MULTIPLE HANDLING OF THE MATERIAL. 3. SEE THE DRAINAGE PLANS FOR STRUCTURAL EXCAVATION AND BACKFILL FOR THE STORM DRAINAGE AND IRRIGATION FACILITIES, AND SEE THE STRUCTURE PLANS FOR STRUCTURAL EXCAVATION AND BACKFILL FOR THE STRUCTURE FACILITIES. Comauter File Information Creation Date: Last Modification Date Full Path: Drawing File Name: Acad Ver. 2000i 08/14/03 Initials: SED 04/24/04 Initials: SPG I:\02181\Acad\Final Trail Design\Sheet M02181 TAB05.dwg Scale: Units: ENGLISH INDEX PROJECT TOTALS ITEM BOOK PAGE SHEET UNCLASSIFIED EXCAVATION (CIP) CU. YDS. ROADWAY (FROM CROSS —SECTIONS) STA. 99+50.00 TO STA. 106+46.84 448 STA. 107+68.84 TO STA. 130+68.07 1988 STA. 133+06.26 TO STA. 133+87.39 6 WETLAND MITIGATION 30 TOTAL FOR PAY QUANTITY 2472 COMPACTION (INFO. ONLY) (MOISTURE & DENSITY CONTROL) EMBANKMENT (NET) 289 EMBANKMENT MATERIAL (FOR INFO ONLY CU. YDS. ROADWAY (FROM CROSS SECTIONS) STA, 99+50.00 TO STA. 106+46.84 124 STA. 107+68.84 TO STA. 130+68.07 160 STA. 133+06.26 TO STA. 133+87.39 5 WETLAND MITIGATION 0 TOTAL 289 WETTING QUANTITIES (INFO. ONLY) M. GAL COMPACTION (0.040 M. GAL/yd 3) 12 ROADWAY QUANTITIES BALANCE (INFO. ONLY) CU. YDS. EMBANKMENT NET 289 EMBANKMENT X FACTOR (1.20) 347 BALANCE TOTAL (EXCESS MATERIAL — TO BE 2125 REMOVED FROM THE SITE BE CONTRACTOR) Index of Revisions O OCitc of Fort Collins O CITY OF FORT COLLINS- �r�l COLORADO DEPARTMENT OF TRANSPORTATION F -LE Region 4 PJG As Constructed MASON STREET/HARMONY ROAD/ FOSSIL CREEK BIKE/PEDESTRIAN No Revisions: SUMMARY OF TRAIL EARTHWORK Revised: Designer: SPG Detailer: SPG Void: Sheet Subset: Subset Sheets: SE-1 of PFELSBURG rIHOLT & ULLEVIG Project No./Code AQC M455-056 13647 11 Sheet Number 8 G1 - 296 O� N i r 4-� Q (n -- -- 1-iE - - -- - r--=--- -. It - -IF STA. 111+16 REQ' D SIDEWALK DRAIN (1 EA) REQ' D EROSION GRADE SWALE TO DRAIN LOG (5 LF) TO SIDEWALK DRAIN - - - ----- — - -- L1J- O + = 11111111113011 M1�1 1. TEMPORARY WETLANDS TAKE PERMANENT WETLANDS TAKE EXISTING WETLANDS 1-1-1— SILT FENCE I - - I— TOP OF CUT TOE OF FILL REQ' D EROSION LOG (10 LF) t- IH_ --- o $ REQ' D EROSION O + LOG (5 LF) + N � O O 0 L0 + Q in U Q 0 20 40 PA FELSBURG SCALE: 1 =40 rIHOLT & ULLEVIG Computer File Information O 0 Index of Revisions ,a F-F-1- ----- "`-`"H'P-P-7 ct,,rF,rta,w„ COLORADO DEPARTMENT CITY OF FORT COLLINS OF TRANSPORTATION -- - " - = - =i _ - __ _ Region 4 PJG As Constructed MASON STREET/HARMONY ROAD/ FOSSIL CREEK BIKE/PEDESTRIAN DRAINAGE PLAN SHEET Project No./Code Creation Date: 07/21/03 Initials: SYS No Revisions: AQC M455-056 Last Modification Date: 04/09/04 Initials: SCD Full Path: I: 02181 Acad Final Trail Desi n Sheet 9 Revised: Designer: ELL 13647 Drawing File Name: D02181 PLN03.dwg Detailer: CDT Void: Sheet Number 79 Acad Ver. 2000i Scale: Units: ENGLISH Sheet Subset: DRAINAGE Subset Sheets: DR-3 of 8 ci� a. 296 //Q vN N 1 --T - - -T - - - - - H - O O .I O z I z_ J O PROPOSED PARKING LOT (GRAVEL) LL - - - STA. 1 15+50— REQ' D SIDEWALK DRAIN (1 EA) —STA. 1 16+25^- REQ' D SIDEWALK DRAIN (1 EA) REQ' D EROSION LOG (5 LF) O O cD r--- ! II • I I I I I I I i i T I I , 1 I I I � f � I 11 • f'I { I I I I i • • I I I LEGEND TEMPORARY WETLANDS TAKE PERMANENT WETLANDS TAKE EXISTING WETLANDS 1-1-1— SILT FENCE TOP OF CUT TOE OF FILL O 00 REQ'D EROSION LOG (5 LF) P'A FELSBURG rIHOLT & ULLEVIG Computer File Information O O 0 Index of Revisions ul —___ a c,c<<rF°rtc'°°° COLORADO -1 CITY OF FORT COLLINS OF TRANSPORTATION - - - - - _ _ T- --,E - -T--LE -'_II= 1 - - =1 _ - - _ _ _ Region 4 PJG As Constructed MASON STREET/HARMONY ROAD/ FOSSIL CREEK BIKE/PEDESTRIAN DRAINAGE PLAN SHEET Project No./Code Creation Date: 07/21/03 Initials: SYS NoNo Revisions: AQC M455-056 Last Modification Date: 04/09/04 Initials: SCD Full Path: I: 02181 Acad Final Trail Desi n Sheet 9 Revised: Designer: ELL 13647 Drawing File Name: D02181 PLN04.dwg Detailer: CDT Void: Sheet Number 80 Acad Ver. 20001 Scale: Units: ENGLISH Sheet Subset: DRAINAGE Subset Sheets: DR-4 of 8 C7 - 296 NO O� N STA.120+02, 9.0' LT. REQ' D INLET TYPE C (5 FOOT)_ (CLOSE MESH GRATE) (1-133) REQ' D 18" X 28.5' RCP (P-B2)� r STA. 119+86, 17.0' RT. REQ'D 18" RCES (ES—B1) RIPRAP (12 INCH)(2.7 CY)(L=6' , W-6' , THICKNESS=2' ) OVER GEOTEXTILE (EROSION CONTROL) (CLASS 13)(9.3 SY) REQ' D 18"X 31 1.0' RCP T (P-134) STA. 123+16, 9.0' LT.. REQ' D INLET TYPE C (5 FOOT) (CLOSE MESH GRATE) - - - - - - - - - _(I—B5) N t-- SIDE SWALE TO INTERCEPT RR DRAINAGE REQ' D 18" X 21.5' RCP Q 0.500% (P—B6) Q Cn `— EXIST, 12 „ IRRIC, RCP LINE �O + W z J CV STA. 123+27f, 13.0' ±RT. REQ' D MANHOLE (SLA-R-BA5E) ' (5 FOOT)(CONNECT TO EXIST. 12" RCP) I (MATCH EXIST. INV. EL.) RIM EL.= 24.0± (MATCH EXIST. GROUND) INV. EL. IN= 22.7t -(MATCH EXIST.) INV. EL. OUT= 21.51 (MH—B7) Q 1 DITCH AT 0.500% SLOPE (BOTTOM WIDTH= 2' , 3:1 SIDESLOPES) SEED AND MULCH ALL 6 DISTURBED AREAS) I LEGEND 6 - TEMPORARY WETLANDS TAKE PERMANENT WETLANDS TAKE 6 I i 0 20 40 EXISTING WETLANDS -- TOP OF CUT "=40' 11FELSBURG SCALE: 1 H O LT & —j—j—j— SILT FENCE TOE OF FILL ULLEVIG Computer File Information Index of Revisions ----- As Constructed MASON FOSSIL STREET/HARMONY ROAD/ CREEK BIKE/PEDESTRIAN Project No./Code Creation Date: 07/21/03 Initials: SYS 0 C�h- of Fort Collins CITY OF FORT COLLINS -- i - = LLC -'E - Ii ' - _' _- _' _' - h - O DEPARTMENT COLORADO _ F- OF TRANSPORTATION F --LC _ F = - - _ - Region 4 PJG No Revisions: DRAINAGE PLAN SHEET AQC M455-056 Last Modification Date: 05/11/04 Initials: ELL Full Path: 1:\02181\Acad\Final Trail Design\Sheet Revised: Designer: ELL 13647 Drawing File Name: D02181 PLN05.dwg Detailer: CDT Void: Sheet Number 8 .l Acad Ver. 2000i Scale: Units: ENGLISH Sheet Subset: DRAINAGE Subset Sheets: DR-5 of 8 C1 - 296 V— V O— H'- — — -- � — O 1_ 0 L J i N j � I I� — — T — - — — - - - - f — — - . L - -- -I,I - - -- -- I,r - - -- ' ( I- O O n Q - — 5035 50-35 � -- - - - - Q - - - - REQ' D EROSION LOG (5 LF) PROPOSED LOCATION OF STABILI4ED CONSTRUCTION ENTRANCE REQ' D FENCE (PLASTIC) (105 LF) REQ' D EROSION i F LOG (5 LF) W--- --- -_ _ - - _ - -- --- - — -- - - _ _ LLJ -- - - — J + - -_ o -- F z - - -- - - -- -- - - -- - -. -- - ,- - ---.- --- — - -- -- - N CN - - - -- - - - - - CN I FI I I LEGEND TEMPORARY WETLANDS TAKE r PERMANENT WETLANDS TAKE 0 20 40 I EXISTING WETLANDS TOP OF CUT FELSBURG SCALE: 1 =40 r i H O LT & —j—j—j— SILT FENCE TOE OF FILL ULLEVIG Computer File Information Index of Revisions - �c�r As Constructed MASON STREET/HARMONY ROAD/ Project No./Code Creation Date: 07/21/03 Initials: SYS O ----- FOSSIL CREEK BIKE/PEDESTRIAN Last Modification Date: 06/02/04 Initials: SPG O cc or Fortcouins COLORADO PDEPARTMENT No Revisions: DRAINAGE PLAN SHEETS AQC M455-056 OF TRANSPORTATION Full Path: I:\02181\Acad\Final Trail Design\Sheet CITY OF FORT COLLINS _ _ - Revised: Designer: ELL 13647 Drawing File Name: D02181 PLN06.dwg _I' - - - - _ — Detailer: CDT Acad Ver. 20001 Scale: Units: ENGLISH 0 - Region 4 PJG Void: Sheet Subset: DRAINAGE Subset Sheets: DR-6 of g Sheet Number 82 C, I 2,96 NO O% N 0 y� G1 - Z96 O� N 4 e— V O N r— U) W z U Q $O — + J 1• i - v j- -- -- ---- ---- - 0 O 00 -- + + . `" Q r- I I t rt- I f � -� ICI • PROPOSED PARKING LOT • .I- III (GRAVEL) • l I ,n • I I I � I I I • � I III ^ t I j II I 1 I ll j III II I - I' t 'I it I I I I t l III I + I f I i I I II II i II t .— .I. LOCATION N - — ._ PROPOSED STRUCTION ENTRANCE — - OF STABILIZED — - — — — — _ -- CON S 1- - - - -- - - - IIIII � I t � � + - } ,�+_ _ _ � • Computer File Information Creation Date: 08/14/03 Initials: SED Lost Modification Dote: 06/02/04 Initials: SPG Full Path: I:\02181\Acad\Final Trail Design\Sheet Drawing File Name: D02181 PLNC8.dwg Acad Ver. 2000i Scale: Units: ENGLISH 0 index of Revisions ,a C dof Fort Colhs CITY OF FORT COLLINS LEGEND TEMPORARY WETLANDS TAKE REQ' D SILT FENCE (200 LF) PERMANENT WETLANDS TAKE — — — — -- — E-XtSTtNG WETLA-4DS — — —j—j—j— SILT FENCE As Constructed —''` `"' I No Revisions: COLORADO DEPARTMENT OF TRANSPORTATION Revised: - F --LE' Region 4 PJG Void: -------TOP OF CUT TOE OF FILL MASON STREET/HARMONY ROAD FOSSIL CREEK BIKE/PEDESTRIA DRAINAGE PLAN SHEET Designer: ELL Detailer: CDT O 00 U Q 1 I , INFELSBURG rIHOLT & ULLEVIG Project No./Code AQC M455-056 13647 Sheet Subset: DRAINAGE Subset Sheets: DR-8 of 81 Sheet Number 84 C1 _ 296 W 1 0% N 1 V CALL UNCC BEFORE YOU DIG y 1-800-922-1987 NOTE: DRAINAGE LINE FOR PLAN VIEW SEE SHEET "A" DR-1 SCALE: 1 "=40' HORIZONTAL 1 "=4' VERTICAL 5010 5000 EXISTING INV, `L • • O O 00 J co J O Q O Q O O OO z �\ O0 /\ z O O Q Q Q Q w w N o- PROPOSED GROUND EXISTING 24" RCP 6" THICK LAYER OF WETLAND TOPSOIL 4:1 EL.=4984.44 -/ GRADE AT 0.30% RIPRAP (12 INCH)(L=3' , W=6' EXISTING GROUND THICKNESS=2') OVER GEOTEXTILE - - -, - - (EROSION CONTROL)(CLASS B) REQ' D 16.0 L.F. OF — 30"X19" RCP Q 1.000% 00 (A2) °' II 0+00 L'J 0 zN —00 0) > d' zll w1 +00 -- RIPRAP (12 INCH)(L=6 , W=6' THICKNESS-2') OVER GEOTEXTILE o (EROSION CONTROL)(CLASS B) 2+00 LINE A z 5010 5000 Werel ,J P.A FELSBURG rIHOLT & ULLEVIG Computer File Information Index of Revisions - Sul As Constructed MASON STREET/HARMONY ROAD/ Project No./Code Creation Date: 05/11/04 Initials: ELL C= ____ FOSSIL CREEK BIKE/PEDESTRIAN Last Modification Date: 05/11/04 Initials: ELL O —, .F F -=„ c,t „rF�Tcc°">»s COLORADO DEPARTMENT No Revisions: DRAINAGE PROFILE AQC M455-056 0 CITY OF FORT COLLINS OF TRANSPORTATION _,- - - Revised: Designer: g ELL 13647 Full Path: I: \02181\Acad\Final Trail Design\Sheet LL-,_-E L i _ _ L' _ , _' _ _ _ - L - Detailer: ELL Drawing File Name: D02181 PRO01 - -_ - -- Region 4 PJG Void: Sheet Subset: DRAINAGE Subset Sheets: DP-1 of 2 Sheet Number 85 Acad Ver. 2000i Scale: AS SHOWN Units: ENGLISH G1 - Z96 IF 0- r v CALL UNCC w. ',-F III.. _ i - BEFORE YOU DIG 1-800-922-1987 EF >'E. lJL II-iilF ,i✓(@ _ I =EIIEF iF -I -I'G- 5030 5020 .»r RIPRAPICKNESS2 2N) O\\ (EROSION CONTROL 5010 .11 w O N (n 0� MU = N m +i O(D W W O O m �t Z N Ln O X o + w o W +I W `n m II W ��< J NZ J: U I � J J= Jv0 O rNZ N �Q O O. U = Cf) N O O W J m O LLiJ + F- (n W U W O ? U EXISTING GROUND 600 m 000 o 1 PROPOSED GROUND rn WO W F1 --- REQ' D 18"X21.5' O RCP @ 0.912% to N O N REQD 18"X31 1.0' N RCPLi O to IIw(P—B4) Li =6, W=6' (0 REQD 8"X285' o W Z ( GEj 00 cl� .0 B r- o 00 (P B2) -j zz - o zcLAss - .- _ O > X O � J II Z — w `� II W J J J W ZO W W z � Z O j z z z_ - - Z 0+00 NOTE: DRAINAGE LINE FOR PLAN VIEW SEE SHEET "B" DR-5 SCALE: 1 "=40' HORIZONTAL 1 "=4' VERTICAL 1 +00 2+00 LINE B 3+00 4+00 5030 5020 5010 5+00 p'A FELSBURG rIHOLT & ULLEVIG Computer File Information Index of Revisions As Constructed MASON STREET/HARMONY ROAD/ Project No./Code Creation Date: 05/11/04 Initials: SCD O ----- ,a FOSSIL CREEK BIKE/PEDESTRIAN O IF, F-1 T F I-1-1-1 ' CEtvorFort Collins COLORADO PDEPARTMENT No Revisions: DRAINAGE PROFILE AQC M455-056 Last Modification Date: 05/11/04 Initials: SCD Full Path: L\02181\Acad\Final Trail Design\Sheet OF TRANSPORTATION CITY OF FORT COLLINS 1 F -,-F -_ Revised: Designer: ELL 13647 0 _ i FTi i ��- --E ._ -' � _ _ F _ - Detailer: SCD Drawing File Name: D02181 PRO02 86 Acad Ver. 2000i Scale: AS SHOWN Units: ENGLISH - Region 4 PJG Void: Sheet Subset: DRAINAGE Subset Sheets: DP-2 of 2 Sheet Number C1 - 296 %0 0 Co> O CD Lv 1 1 /4" 12" L•0 9„ SECTION B—B N.T.S ►C 0 5/8" ROLLED STEEL TREAD (DIAMOND PATTERN) DIMENSION VARIABLE A f L= 3" BAR it WLL u f 1 1 L ON NELSON STANDARD ANCHOR (TYPICAL BOTH SIDES) RETAININ C 4'-0" C PLAN VIEW N.T.S SECTION C— N.T.S 1 R, Of W 0 P 1 r /o" r'^'LED STEEL TREAD PLATE 1" FLAT HEAD MACH. SCREW BRASS OR ELECTRO—GALV. FINISH. _E IRON TO BE DRILLED AND =ADED TO RECEIVE SCREW. CRETE TO BE DRILLED TO ALLOW EW (TYPICAL BOTH SIDES). 2' 12' PATH 2' SHLDR. SHLDR. . 2% SECTION A —A N.T.S SIDEWALK DRAIN DETAILS PLAN VIEW Tyr �r rii i ROSION 3ALES ;ONTAINMENT AREA 2 FT MIN EXISTING GROUND 4 IN. 2 FT MIN EXCAVATED AREA CROSS—SECTION CONCRETE WASHOUT STRUCTURE N.T.S NOTE: THE LOCATION OF THE CONCRETE WASHOUT STRUCTURE TO BE DETERMINED DURING CONSTRUCTION BY THE ENGINEER 0 TOE OF FILLI PFELSBURG �IHOLT & ULLEVIG Computer File Information 0 O Index of Revisions nr ----- ,a -IF, ITI PIT I -' 1_'II ct",eF°rtc'°n�ls COLORADO -I" CITY OF FORT COLLINS OF TRANSPORTATION L,_,� _, _ �_ _- _ r-__L. - = r _' = - - _ - Region 4 PJG As Constructed MASON STREET/HARMONY ROAD/ FOSSIL CREEK BIKE/PEDESTRIAN DRAINAGE DETAILS Project No./Code Creation Date: 08/14/03 Initials: SED NoNo Revisions: AQC M455-056 Last Modification Date: 01/23/04 Initials: SPG Full Path: I:\02181\Acad\F1nal Trail Design\Sheet Revised: Designer: ELL 13647 Drawing File Name: D02181 DETO1 .dwg Detailer: CDT Void: Sheet Number 87 Acad Ver. 2000i Scale: NTS Units: ENGLISH Sheet Subset: DRAINAGE Subset Sheets: DD-1 of 2 C1 - 296 *D h CN N r TOP OF FOOTING ELEV. = 4981.08 BACK FACE OF HEADWALL TOP OF WALL -- ELEV. = 4986.91 REINFQRCED CONCRETE,, A-PE- ASON TRAIL P STA. ' 100+0 .00 MASON TRAIL HCL N BACK FACE OF HEADWALL 8' -0" TYP. 8' -0" TYP. WALL DIMENSIONS ARE ALONG J L BACK WALLS OF EACH IF HEADWALL (LAYOUT LINES) TOP OF FOOTING ELEV. _ 4980,63 \I I- - --- TOP OF WALL < it ELEV. _ U) II 4986.4� LLJ Ili N U PEDESTRIAN RAILING POSTS ARE AT 4' -0" ON-CIENTER ALONG THE CENTERLINE OF EACH (HEADWALL (TYPICAL, UNLESS NOTED OTHERWISEh „ R163 -0 I � --? i �� L I D� Go U b N I I ti I i iyy, I I T R147' �� -0 i RAIL END @ HEADWA L i DETAIL ON RAIL FOOTING WEST POSTS j, HEADWALL AT WALL � "j TOP F WALL ONLY: I ELEV. = - 3' WING- FENCE 4985.69 WALL ° �?'-WINGS - AT HEADWALL ENDS (TYP.), 00 FLARED 450 FROM BACK 1 FACE OF WALL (VERTICAL TUBES IN RAILING ON WEST HEADWALL ONLY. EE TOP OF FOOTING BRIDGE DRAWINGS FOR SIMILAR DETAILS. RAILINGS PARAL L LEGEND ELEV. = 4979.86 TO TRAIL WHEN CANTILIEVERED OFF OF WINGWALL.) TEMPORARY WETLANDS TAKE GENERAL NOTES ALL WORK SHALL BE DONE ACCORDING TO THE 1999 COLORADO DEPARTMENT OF PERMANENT WETLANDS TAKE TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. STRUCTURE EXCAVATION AND BACKFILL SHALL BE IN ACCORDANCE WITH CDOT EXISTING WETLANDS STANDARD M-206-2, DETAILS PROVIDED ON THIS SHEET, AND SECTION 206 OF THE CDOT STANDARD SPECIFICATIONS. ALL BACKFILL WILL BE STRUCTURE BACKFILL (CLASS 2) AS DEFINED BY CDOT SPECIFICATIONS. THE COST OF EXCAVATION AND DESIGN DATA BACKFILL FOR THE HEADWALLS SHALL BE INCLUDED IN THE WORK. AASHTO, 16th EDITION, AS AMENDED BY THE 1997, 1998, 1999 & 2000 INTERIMS EXPANSION JOINT MATERIAL SHALL MEET AASHTO SPECIFICATION M-213. DESIGN METHOD: LOAD FACTOR DESIGN AS SPECIFIED IN AASHTO ALL CONCRETE SHALL BE CLASS D, IN ACCORDANCE WITH PROJECT SPECIAL PROVISON, DESIGN CRITERIA: PROVISION OF SECTION 601, STRUCTURE CONCRETE, EXCEPT FOR CAISSONS. LIVE LOAD SURCHARGE ON WALLS = 2 FT OF EARTH THE FINAL FINISH FOR ALL EXPOSED CONCRETE SURFACES SHALL BE CLASS 2. UNIT SOIL WEIGHT = 125 PCF ACTIVE LATERAL EARTH PRESSURE = 60.0 PSF ALL EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED ''4 INCH, UNLESS SHOWN COEFFICIENT OF SLIDING FRICTION = 0.35 OR OTHERWISE NOTED. MAXIMUM ALLOWABLE BEARING PRESSURE = 2000 PSF A STRUCTURAL CONCRETE COATING FINISH WILL BE REQUIRED ON EXPOSED CONCRETE MATERIALS: CLASS D CONCRETE: f' c = 4500 psi SURFACES, TO 1 ' —0" MIN. BELOW FINISHED GRADE, AND AS REQUIRED BY THE PROJECT REINFORCING STEEL: f y = 60 000 psi SPECIFICATIONS. THE COLOR SHALL BE SELECTED BY THE CITY OF FORT COLLINS. THE COLOR SHALL BE SELECTED FROM TEST PANELS PROVIDED BY THE CONTRACTOR. PEDESTRIAN RAILING NOTES GRADE 60 REINFORCING STEEL IS REQUIRED. 1. THE CONTRACTOR SHALL FIELD —MEASURE THE WALLS PRIOR TO FABRICATION OF PEDESTRIAN RAILING TO VERIFY DIMENSION ALL REINFORCING STEEL SHALL BE NON —COATED (BLACK) UNLESS OTHERWISE NOTED. REQUIREMENTS. ALL REINFORCEMENT SHALL HAVE A CLEAR COVERAGE OF TWO INCHES, EXCEPT AS 2. RAILING SHALL BE PAINTED THE COLOR "DARK BROWN", EQUIVALENT SHOWN ON PLANS. CLEAR COVERAGE SHALL BE MEASURED FROM THE SURFACE OF TO FEDERAL STANDARD 595B COLOR NO. 30045, AND IS TO BE THE CONCRETE TO THE OUTSIDE OF THE REINFORCEMENT. SELECTED FROM TEST PANELS PROVIDED BY THE CONTRACTOR. THE FOLLOWING TABLE GIVES THE MINIMUM LAP SPLICE LENGTH FOR BLACK (NON —COATED) 3. ALL PIPE SHALL BE 1 iz"� SCH. 40 STEEL PIPE CONFORMING TO REINFORCING BARS PLACED IN ACCORDANCE WITH SUBSECTION 602.06. THESE SPLICE ASTM A53, TYPE E OR S, GRADE B (fy = 35 ksi). LENGTHS SHALL BE INCREASED BY 25% FOR BARS SPACED LESS THAN 6" ON CENTER. 4. ALL OTHER STRUCTURAL STEEL SHALL BE ASTM A36 (Ty = 36 ksi). 5. PEDESTRIAN RAILING SHALL BE PAID FOR AS ITEM 514, PEDESTRIAN RAILING (STEEL) ON A LINEAR FOOT BASIS. Computer File Information Index of Revisions Creation Date: 04/26/04 Initials: PRH Last Modification Date: 06/02/04 Initials: WJM ctc of Fort cou ns Full Path: 1:\02181\Acod\Final Trail Design\Sheet CITY OF FORT COLLINS Drawing File Name: D02181 DET04.dWg 0 Acad Ver. 2000i Scale: Units: ENGLISH BAR SIZE #4 #5 #6 #7 #8 #9 #10 #11 SPLICE LENGTH FOR CLASS D CONCRETE — 1 ' 0" 1 ' —4" 1 ' —7" 1 ' —10" 2' —5" 3' —1 " 3' —1 1 " 4'- 1D" PEDESTRIAN RAILING (STEEL) 1'-0" 2-#5 CONT. #4 I I @ 1 ' -6" #4 @ 1 ' -6" I #4 @ 1'-6"� FINISHED GRADE - #5 .' @ 1 ' -0" TOP OF WALL EXISTING GROUND WALL LAYOUT LINE (BACK FACE OF WALL) z C I T.O. WALL EL. VARIES (SEE PLAN) a z FINISHED GRADE 2" CLR. TYP.) #4 @ 1 ' -6" TOP n AND BOTTOM #4 @ 1 ' -0" N J U 1 ' -0" 1 ' -0" 5'-0" HEADWALL TYPICAL SECTION �* 1Y2' 3" Q2" ° o ° ° ANCHOR PLATE DETAIL COST OF ANCHOR PLATES SHALLBE INCLUDED IN ITEM 601, CONCRETE CLASS D (WALL) 1/4" PLATE STEEL — SUPPORT AT EACH POST OR VERT. TUBE (3 PER RAIL ON WINGWALLS) 1/2 " SQUARE — STEEL BAR VERTICALS (TYP.) T.O. FOOTING o EL. VARIES 1 (SEE PLAN) 0 I J Q ej #3 AT EACH POST LOCATION - OUTSIDE FACE OF WINGWALL --� PEDESTRIAN RAILING (STEEL). SEE DETAIL ON THIS SHEET AND IN BRIDGE PLANS FOR MORE INFORMATION. 1 II FINISHED GRADE 2'-6" , �- AT B.F. OF WALL ADDITIONAL #6 171 X 5' -0" E.F. N (HORIZONTAL AND VERTICAL) (TYP.) 30"X19" RCP EAST INV. EL. 4982.74 WEST INV. EL. 4982.90 RAILING BICYCLE RAIL 5 1/2 > IT, 1 1/2 " DIA. STEEL PIPE (TYP.) _J Q m I cz>j J U I U J < m c� 3/4 " N i TYP. N 3/ 6 1 ' -0" TYP. Ln ANCHOR PLATE 3/8 "x6"x6" WITH 4-3/8"Ox4" HEADED STUD ANCHORS FINISHED GRADE PEDESTRIAN RAILING DETAIL SEE HEADWALL PLAN FOR POST LAYOUT HEADWALL SUMMARY OF QUANTITIES ITEM NO. DESCRIPTION UNIT TOTAL 514 1 PEDESTRIAN RAILING (STEEL) LF 68 601 CONCRETE CLASS D WALL CY 29 601 STRUCTURAL CONCRETE COATING SY 56 602 REINFORCING STEEL LB 2101 o \ T.0.F AT RCP MgFELSBURG _ EAST WALL EL. 4980.55 WEST WALL EL. 4980.90 rIHOLT& TYPICAL HEADWALL ELEVATION ULLEVIG r.�T As Constructed MASON STREET/HARMONY ROAD/ Project No./Code ----- FOSSIL CREEK BIKE/PEDESTRIAN --,T 'F-""`P— COLORADO DEPARTMENT No Revisions: DRAINAGE DETAILS AQC M455-056 OF TRANSPORTATION 4- ' I _F _- Revised: Designer: WJM 13647 _ - =ELE _ _ Detailer: PRH Region 4 PJG Void: Sheet Number 88 Sheet Subset: DRAINAGE Subset Sheets: DD-2 of 2 NO J% N 1 V GENERAL NOTES ALL WORK SHALL BE DONE ACCORDING TO THE 1999 COLORADO DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. STRUCTURE EXCAVATION AND BACKFILL SHALL BE IN ACCORDANCE WITH CDOT STANDARD M-206-2, DETAILS SHOWN IN THESE PLANS, AND SECTION 206 OF THE CDOT STANDARD SPECIFICATIONS. EXPANSION JOINT MATERIAL SHALL MEET AASHTO SPECIFICATION M-213. ALL CONCRETE SHALL BE CLASS D, IN ACCORDANCE WITH PROJECT SPECIAL PROVISON, PROVISON OF SECTION 601, STRUCTURE CONCRETE, THE FINAL FINISHED FOR ALL EXPOSED CONCRETE SURFACES SHALL BE CLASS 2. ALL EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 3/4 INCH, UNLESS SHOWN OR OTHERWISE NOTED. A COLORADO STRUCTURAL CONCRETE COATING FINISH WILL BE REQUIRED ON ALL EXPOSED CONCRETE SURFACES, TO 1 ' -0" MIN. BELOW FINISHED GRADE. THE COLOR SHALL BE SELECTED BY THE CITY OF FORT COLLINS. THE FOLLOWING STRUCTURAL STEEL SHALL BE AASHTO M-183 (ASTM A-36): COVER PLATE, ANGLES, AND PILING. GRADE 60 REINFORCING STEEL IS REQUIRED. ALL REINFORCING STEEL SHALL BE NON -COATED (BLACK) UNLESS OTHERWISE NOTED. ALL CONSTRUCTION JOINTS SHALL BE THOROUGHLY CLEANED BEFORE FRESH CONCRETE IS PLACED. THE CONTRACTOR SHALL NOT BACKFILL STRUCTURE UNTIL ABUTMENT AND RETAINING WALLS HAVE REACHED DESIGN STRENGTH. ALL REINFORCEMENT SHALL HAVE A CLEAR COVERAGE OF TWO INCHES, EXCEPT AS SHOWN ON PLANS. CLEAR COVERAGE SHALL BE MEASURED FROM THE SURFACE OF THE CONCRETE TO THE OUTSIDE OF THE REINFORCEMENT. THE FOLLOWING TABLE GIVES THE MINIMUM LAP SPLICE LENGTH FOR BLACK (NON -COATED) E REINFORCING BARS PLACED IN ACCORDANCE WITH SUBSECTION 602.06. THESE SPLICE LENGTHS SHALL BE INCREASED BY 25% FOR BARS SPACED LESS THAN 6" ON CENTER. BAR SIZE #4 #5 #6 #7 #8 #9 #10 #11 SPLICE LENGTH FOR CLASS D CONCRETE >, 1 -0 1 -4" 1 -7' 1 ' -10" 2' -5" ' 3 -1" 3' -1 1' 4 -10" E THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE DURING CONSTRUCTION. B.F. = BACK FACE E.F. = EACH FACE F.F. = FRONT FACE T.O.W = TOP OF WALL THE INFORMATION SHOWN ON THESE PLANS CONCERNING THE TYPE AND LOCATION OF UNDERGROUND UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION AS TO THE TYPE AND LOCATION OF UNDERGROUND UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO AT 1-800-922-1987 AT LEAST 2 DAYS (NOT INCLUDING THE DAY OF NOTIFICATION) PRIOR TO ANY EXCAVATION OR OTHER EARTHWORK. CROSS REFERENCE SUBSET SHEET NUMBER (IF BLANK, REFERENCE IS TO SAME SHEET) SECTION OR DETAIL IDENTIFICATION DESIGN DATA AASHTO GUIDE SPECIFICATIONS FOR DESIGN OF PEDESTRIAN BRIDGES AASHTO, 16th EDITION, AS AMENDED BY THE 1997, 1998, 1999 & 2000 INTERIMS DESIGN METHOD: ALLOWABLE STRESS DESIGN AS SPECIFIED IN AASHTO DESIGN LOADING (PEDESTRIAN BRIDGE): LIVE LOAD: 1) a) 65 PSF UNIFORM LIVE LOAD FOR PRIMARY STRUCTURE ELEMENTS (TRUSSES) b) 85 PSF UNIFORM LIVE LOAD FOR BRIDGE DECK FLOOR SYSTEM, INCLUDING SECONDARY STRINGERS, FLOOR BEAMS, AND CONNECTIONS TO PRIMARY ELEMENTS (TRUSSES). 2) 20,000 LB LIGHT TRUCK LIVE LOAD (H-10 TRUCK) 3) 35 PSF WIND LOAD UTILITIES: 5 PSF REINFORCED CONCRETE: CLASS D CONCRETE: f' c = 4500 psi REINFORCING STEEL: f y = 60 000 psi SUMMARY OF QUANTITIES ITEM NO. DESCRIPTION UNIT TOTAL 206 STRUCTURE EXCAVATION CY 148 206 STRUCTURE BACKFILL (CLASS 1) CY 57 514 PEDESTRIAN RAILING (STEEL) LF 35 601 CONCRETE CLASS D (BRIDGE) CY 56 601 STRUCTURAL CONCRETE COATING SY 35 602 REINFORCING STEEL LB 3445 628 BRIDGE GIRDER AND DECK UNIT (120' -4") EA 1 OINCLUDES 21 CY FOR CONCRETE DECK ON BRIDGE. THE COST FOR REINFORCING IN DECK SHALL BE INCLUDED IN THE COST OF THE BRIDGE DECK CONCRETE. CONCRETE BRIDGE DECK DESIGN SHALL BE PROVIDED BY THE BRIDGE MANUFACTURER. 101 END ABUT WING INDEX OF DRAWINGS DWG. NO. DESCRIPTION B1 GENERAL INFORMATION B2 PEDESTRIAN BRIDGE 1 GENERAL LAYOUT B3 PEDESTRIAN BRIDGE1 DETAILS B4 ABUTMENT DETAILS B5 PEDESTRIAN RAILING DETAILS STRUCTURE DESCRIPTION PEDESTRIAN BRIDGE 1 AT UN —NAMED POND NORTH OF FOSSIL CREEK 120' —4" PREFABRICATED STEEL TRUSS BRIDGE, CONCRETE DECK, ON CAST —IN —PLACE ABUTMENTS OVER OVER UN —NAMED POND WITHIN BNSF RAILROAD RIGHT—OF—WAY NORTH OF FOSSIL CREEK, FORT COLLINS, COLORADO 14' —0" WIDTH, RAILING TO RAILING A Af I IT&Irk IT �i FOOTINGV I�;{ STRUCTURE EXCAVATION AT BRIDGE ABUTMENT TRAIL PAVEMENT GRADING PLANE ----------- ------ ------------------ ------------------ -------------------- ------------------ ------------------ ------------------- --------------------- ------------------- ------------------ ------------------- ------------------ ------------------- ------------------ ABUTMENT e PAY LIMIT FOR STRUCTURE EXCAVATION STRUCTURE BACKFILL (CLASS 1) ABUTMENT FOOTING „ ' —6 STRUCTURE BACKFILL AT BRIDGE ABUTMENT FINISHED GRADE 0"Al FELSBURG rIHOLT & ULLEVIG r E Computer File Information Index of Revisions =-- Z a - 1-1 T -_ I - I rc,,rF„tc°°°, COLORADOFFDEPARTMENT CITY OF FORT COLLINS OF TRANSPORTATION _- - - - E-- -- - - - - - - - Region 4 DJM As Constructed MASON STREET/HARMONY ROAD/ FOSSIL CREEK BIKE/PEDESTRIAN GENERAL INFORMATION Project No./Code Creation Date: 08/17/03 Initials: WJM No Revisions: AQC M455-056 Last Modification Date: 04/22/04 Initials: WJM Full Path: I:\02181\Acad\Final Trail Design\Sheet Revised: Designer: B. MARCATO g 13647 Drawing File Name: B02181INF11.DWG Detailer: P. HELM Void: Sheet Number 9 Acad Ver. 2000i Scale: VARIES Units: ENGLISH Sheet Subset: BRIDGE Subset Sheets: B1 of 5 c1 - 296 Na N I r• ti TABULATION OF LANDSCAPE QUANTITIES LOCATION LANDSCAPE MAINTENANCE MULCHING (Wood Chip) REMOVAL OF TREE DECIDUOUS TREE (2 Inch Caliper) BRUSH LAYER CUTTINGS LUMP SUM CUBIC FOOT EACH EACH EACH PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL MASON STREET TRAIL 1 46 65 8 450 TOTALS: 1 1 46 65 8 450 0) NOTES: 1Q LANDSCAPE MAINTENANCE TO BE LUMP SUM FOR THIS PROJECT. ©PRIOR TO TREE PLANTING, FIELD STAKE ALL TREE LOCATIONS AND ADJUST PER THE ASSISTANT CITY FORESTER (RALPH ZENTZ, PHONE 970.221.6302) DIRECTION. O3 FOR SEEDING, SOIL PREPERATION, MULCHING AND MULCH TACKIFIER QUANITY TABULATION, SEE SHEET DT-1 ❑© FELSBURG MAP rIHOLT & ULLEVIG Computer File Information Index of Revisions OT As Constructed MASON STREET/HARMONY ROAD/ Project No./Code Creation Date: 08/15/03 Initials: JAW Ia& FOSSIL CREEK BIKE/PEDESTRIAN Last Modification Date: 04/05/04 Initials: JAS O City of Fort Collins COLORADO DEPARTMENT No Revisions: PLANTING TABULATION SHEET AQC M455-056 CITY OF FORT COLLINS OF TRANSPORTATION Designer: JSP Full Path: 1:\02181\Acad\Final Trail Design\Sheet O 281 NORTH COLLEGE AVENUE 1420 2ND STREET Revised: g 13647 GREELEY, CO 80631 O FORT COLLINS, CO 80522 Phone: 970-350-2126 Drawing File Name: LP100.dwg Detailer: JSP Phone: 970-221-6605 FAX: 970-350-2198 Void: Acad Ver. 2000i Scale: Units: ENGLISH O FAX: 970-221-6378 Region 4 DJM Sheet Subset: Subset Sheets: LP-1 of 10 Sheet Number g� C1 - 296 --------- ------------- ----------- - -- ----- - ---------------------- ---- - -------------------- ----- - ----- _ --------------------------------------------------------- -------------------------------,----- ------------ --------------------------------- - - - ' - -., . - - ' --- -- -- ----- ------------------------------- ---------------------------- ------ -- ----- __------ - '---------------_- _ -- --- ---- -- - -- --- ----- ----- --- -------------------- - - --- -- ----- - - -- ------------- --- ------ - ---------------------------------- -- ------------- ------------------------ ----------- ------ - - - --- - _ - --- - --------------------------------------------------------------------------------------- ------------------ S --_-000= _-_ ---- - -- - -- - -- - - - ---- ------ -- -- -- ----------------------------------- ------ --_-0005 =- - ' - 0- , ------------------------------------------------------------- - --- = -" ------------------ 6�S -_: - ... -- - ' ------------------------------------ - - ------------------- _ - J ' - -`----------------------------------------------------------- '---- ----- -- - ----' - - -------------------------------------------- - --------------- ---------------------------------------------------------------------------------------------------- --__ 499 4 � "'�_--_-=�`�__----------__-------__�_____---_----_--__-__--__---_- __'-�r:_. . 499 499 w- - ---- 4990----- 4994--------------------------- -- ------ - -- - ----'----- ---- - ----- - ------------ - - - ----------------------------------------------- ``�-____499 ---------"---------_ P—P—O—O—p—p— i' ` - ___ 49� f �O--P—O--O_—V_P.—P—'p—'P_QrR ' ,'--------- .._^__- -- - �-`--_-` _ _� �r = _ = ----- -- -- -- ,\, �..._. ` =r'\ \ tJ� 1_ •'i9 "__•-'• ,, ------------ \\ \\` 0 ♦ — 2 .y...{e a,p_.p-,. p._p �p.., 49 ---- - R .,....... : _ 245' PERMANENT EASEMENT - :� I w � ti - .. _ . r � N;4IVE .SEED,- BNSFR.O.M. - �--- - -- - - . �. --r —' —. -- 7Z— —..— —— n —. IVE. SE�,L1 _.-.-. t a ; 1# 25' PERMANCNT, EASEMENT WETLAND. AREA y PERMANETI`Y, IMPACTED WETLAND AREA TEMPORARILY IMPACTED BY CONSTRUCTION. REPLRNT,WETLAND r AREA`,,WITH 175 BRUSH LAYER`GUTTINGS Q IN FROM SALIX EXIGNA (SAND- BARCn y �/ -----% ',WILLOW) 2 FT'-QN CENTER IF SOILS REMAIN MOIST AND -AS DIRECTED BY ENGINEER PLANT LIST QTY. SYMBOL BOTANICAL NAME PLANTING SPACING NOTES SIZE Deciduous Trees 7 PA Populus x acuminata 2" CAL SEE PLAN B&B 1 AN Acer negundo 2" CAL SEE PLAN B&B TOTAL 8 Wetland Plantings 450 SE Salix exigua 1/2 )1 x 24" MIN SEE PLAN Brush Layer Cuttings LEGEND TREE TO BE REMOVED, CITY FORESTER SHALL REVIEW FLAGGED TREES PRIOR TO REMOVAL. CONTRACTOR TO CONTACT RALPH ZENTZ AT 970.221.6302 TREE CALIPER — INCHES NEW TREE NATIVE SEED TEMPORARY WETLANDS TAKE PERMANENT WETLANDS TAKE EXISTING WETLANDS IN GENERAL NOTES: 1. ANY TRAFFIC CONTROL FOR TRAIL USERS SHALL BE CONSIDERED AN a INCIDENTAL EXPENSE AND NOT PAID FOR SEPERATLEY. 2. PLACE FOUR (4) INCH DEPTH WOOD CHIP MULCH IN WATER RETENTION BASIN FOR EACH DECIDUOUS SHRUB. COST OF MULCH INCLUDED WITH COST OF EACH SHRUB. 3. INSTALL SALIX EXIGUA BRUSH CUTTINGS IN DISTURBED WETLAND AREAS AS DIRECTED BY ENGINEER. 4. TREE REMOVAL SHALL BE COMPLETED BEFORE APRIL 1ST OR AFTER AUGUST 31ST. REMOVAL OF TREES OR SHRUBS OUTSIDE THE TOE OF SLOPE WILL NOT BE PERMITTED, UNLESS NOTED OTHERWISE. TREES SHALL BE FELLED AND REMOVED FROM PROJECT WITHIN 24 HOURS FROM START OF REMOVAL. 5. DELINEATE BOUNDARY BETWEEN TEMPORARY AND PERMANENT WETLAND IMPACT PROTECT TREES IN CONSTRUCTION AREA THAT ARE TO REMAIN. IN { 1 ` � 1 ' r a I S. Qc r 1 ' t -- ------ - __-----' ;1 -- ♦ T T _ ---- - 1IN -_S.CAL 11=4>1-- ------ ULLEVIG Computer File Information Index of Revisions OT As Constructed MASON STREET/HARMONY ROAD/ Project No./Code Creation Date: 08/15/03 Initials: JAW O _ __ FOSSIL CREEK BIKE/PEDESTRIAN Last Modification Date: 04/05/04 Initials: JAS O City of Fort Collins COLORADO DEPARTMENT No Revisions: PLANTING PLAN SHEETS AQC M455-056 CITY OF FORT COLLINS OF TRANSPORTATION Designer: JSP Full Path: l:\02181\Acad\Final Trail Design\Sheet O 281 NORTH COLLEGE AVENUE 1420 2ND STREET Revised: g 13647 GREELEY, CO 80631 Drawing File Name: LP101 O FORT COLLINS, CO 80522 Phone: 970-350-2126 Detailer: JSP Phone: 970-221 —6605 FAX: 970-350-2198 Void: Sheet Number Q Acad Ver. 2000i Scale: 1 "=40' Units: ENGLISH O FAX: 970-221-6378 Region 4 DJM Sheet Subset: Plan Subset Sheets: LP-2 of 10 I C) C1 - 296 I -o—e—o—o—o+e—e--o—o.-.o—y--�•_,.- _ _ p—o--o%.e--o.._. \ \ — _— �.-__---�----"`--^"'_ tl tr t\ I' II i e ' . ' ,. + I! 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CITY FORESTER SHALL REVIEW ---------_ FLAGGED TREES PRIOR TO REMOVAL. CONTRACTOR TO _ CONTACT RALPH ZENTZ AT 970.221.6302 I TREE CALIPER - INCHES NEW TREE ' NATIVE SEED ' I( TEMPORARY WETLANDS TAKE I'MORMA-1 GO ROOM VINVAIII W W EXISTING WETLANDS I i FELSBURG, HOLT & ULLEVIG Computer File Information Index of Revisions o As Constructed MASON STREET/HARMONY ROAD/ Project No./Code Creation Date: 08/15/03 Initials: JAW Oga FOSSIL CREEK BIKE/PEDESTRIAN Last Modification Date: 04/05/04 Initials: JAS O CitvofFortCollins COLORADO DEPARTMENT No Revisions: PLANTING PLAN SHEETS AQC M455-056 CITY OF FORT COLLINS OF TRANSPORTATION Designer: JSP 13647 Full Path: I:\02181\Acad\Final Trail Design\Sheet 0 1420 2ND STREET Revised: 281 NORTH COLLEGE AVENUE GREELEY CO 80631 Drawing File Name: LP102 O FORT COLLINS, CO 80522 Phone: 970-350-2126 Retailer: JSP Phone: 970-221 —6605 FAX: 970-350-2198 Acad Ver. 2000i Scale: 1"=40' Units: ENGLISH O FAX: 970-221-6378 Region 4 DJM Void: Sheet Subset: Plan Subset Sheets: LP-3 of 10 Sheet Number C1 - 296 _--- o_.I�`_0'-o--ro-o-b--o- t o-o.-o--e--a-o-o-o-o-- o--o--o'-o--o- a` `' '1`. ♦`• /�`. 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'--o--o-o a-o---o--o'�o---o-o-o--o\`'e-e---o-o-a-�p---p-o--a-b-o-o-ol-o-o-o-o-o �•o-o-o-o-o`=o�==S=�_e=e- o-o--o_.._o--o_... �`-/ _" !-`` \ '•' ♦ ___.___,__� _ _'- _____- ` a . ' e.-oto.- o--O'er•-•-' 0�0- `\ \ t, 1 1 j� "4'-.-, o-+o-a- a� 0_,..1f- \--�_ � '• \ • `.�` \ \ p,-o-..o._.l--p'--o--a-p)C;o-o-- \♦ `,♦ a` \` a\ ,` 11 ; I `ai _a♦ `a .` _�\ oa-o- o�� ' , } .:�.p.. F.9 ``.O OQ \f o, i�, \'t �t5'-TEMPORARY EASEMENT ''t � O 1 , Lp 00 25 PERM EASEMENT PERMANENT EA l\ �` - '- - - - I _../ ` T- ., - —�T� .-_-� �.RY! :-, `ter-' _... �.. r. �w .L - =♦ . r. to r 1 I \ I o w r'b �� -J 'D w i C1 D ♦♦ ',D^ t, Q /r 1 / \ //r o ; i i i ' i ' i i 4. '~ '_•. ♦ate D -LIN '--`------------- 1"IArIYL` SEE .�. � 1 I .Fa. W C± ; � y - O I 1�-- i �T I Oit (� , i \ O Z r' o-),% + t + 25'`t PERMANENT EASEMENT r r \ `/•✓ \ I' i rrr J'' I Il 1 11 '1 I '\\ 'I� '�\ \ \ \-.� It It X,,D Od i ; i ; \, 1 r-� i \1'I`\\�'l\\,\`\P \\ ; ; 1 1 it 1 ' ,\t 4\\ \(1��\\\=ate_' +\' \♦\\ \ \ \\\�� \\, \\ �I. \ l \ 1 (1 1 11 1 1 1 t \ { { P \ i} \\ ♦ I I I I 11 1 i 1 11 1 , 1 { 9 l t { t \ O Q ---,/ ; 1 t i r _..-"--._. tEGEN \ TREE TO BE REMOVED. CITY FORESTER SHALL REVIEW \ ! \1 FLAGGED TREES PRIOR TO REMOVAL. CONTRACTOR TO CONTACT RALPH ZENTZ AT 970.221.6302 ; \ - TREE CALIPER — INCHES •, ` \ ( rr_ i, 1 1 i li � i i , � ` i It I I , i � NEW TREE ' a' Ti I II ^,- s----- y 11 `t t `{I J L ` z \ t} q i It 1 11 r , 1 I t i I t 1 , 1\ NATIVE SEED 11, I t ,t � r I \ `, I t t i 1 0005 TEMPORARY WETLANDS TAKE I - ----- --- - ---- -- -0�OS 0 : ♦ ,\ 1 20 4 PERMANENT WETLANDS TAKE i 1 t ;-' - 000S FERSB y,. N t----------- E 1 " 40 ------ �l SC�AL _ ' ' W W . EXISTING WETLANDS 1 1 , H� LT & ULLEVIG Computer File Information Index of Revisions oT As Constructed MASON STREET/HARMONY ROAD/ Project No./Code Creation Date: 08/15/03 Initials: JAW O _ _, FOSSIL CREEK BIKE/PEDESTRIAN Last Modification Date: 04/05/04 Initials: JAS c�tvo Fort_ COLORADDO DEPARTMENT No Revisions: PLANTING PLAN SHEETS AQC M455-056 CITY OF FORT COLLINS OF TRANSPORTATION Designer: JSP 13647 Full Path: I:\02181\Acad\Final Trail Design\Sheet 1420 2ND STREET Revised: 281 NORTH COLLEGE AVENUE GREELEY, CO 80631 Drawing File Name: LP103 O FORT COLLINS, CO 80522 Phone: 970-350-2126 Detailer: JSP Pho�� FAX: 9707 —221 —6605 FAX: 970-350-2198 Void: Acad Ver. 2000i Scale: 1 =40 Units: ENGLISH Region 4 DJM Sheet Subset: Plan Subset Sheets: LP-4 of 10 Sheet Number Z C1 - 296 lV i ' , ` 1 { 1 ` 1 r - - - - - - _ `. It - - - - - <, ----" - -: �- 4 ~ + 0 L / W - --------------------------------------- ----------- ------ ---- - �------ 5020 5020 5020 5020 5020 5020 --- � ;..---_�._ � -- ---------------- --- ---- ---------------- _ -- ----- _ - - — O2OS ____ - - --.. ------------------------------- --- --- --- ---- -- --OZOS OCOS ---- —t7C ---- ------------------------------------------------------ - -- ----- ---- ----------------------- -----_________________-___________--_-__-_____. ----------------------------------_----------------------------------- ------ - r — - ' -- --- ------------- - - - - ----------------------------------- -_---__---------------- -- - -0c 0IN --------------------------------------------------------- __._.._ -- - - --- 1 \ / ------- ` _ _.. O"-—�O_ ---- `litr - ..._ {I{ { ^ \ �10 ------ IN 15' TEMPORARY EASEMENT - - - 15 EXISTING TREE TYP. N\ UM8ER x 1� \ ads, _ _ _ `__- _---- 15' TEMPORARY^ - _ - - _ REPRESENTS SIZE IN CALI ------ `r------------ INCHESEffiE ..: .� EASEMENTMANENT -------------\, ',♦\- .. IN '' '' � `� 25' PERMANENT .. \ IN — NSF., EASL�W LINE G� VD 1 AzI '`\ : , t :. � DQ d p --_ _-__ - n d d D ♦ d t� D '� , d ` �, f " � sY i { , \ t 0 ` 1 03, t , t t 1 BE REMOVED. CITY FORESTER SHALL REVIEW TREES PRIOR TO REMOVAL. CONTRACTOR TO RALPH ZENTZ AT 970.221.6302 1LIPER — INCHES REE \ -11 L SEED RARY WETLANDS TAKE NENT WETLANDS TAKE 0 ''t 20 40 JG WETLANDS SCALL-1+"=40' FEL$BURG RrA HoLT & ULLEVIG Computer File Information Index of Revisions oz As Constructed MASON STREET/HARMONY ROAD/ Project No./Code Creation Date: 08/15/03 Initials: JAW O IFOSSIL CREEK BIKE/PEDESTRIAN Last Modification Date: 04/05/04 Initials: JAS O CitYofFortCollins COLORADO DEPARTMENT No Revisions: PLANTING PLAN SHEETS AQC M455-056 Full Path: I:\02181\Acad\Final Trail Design\Sheet CITY OF FORT COLLINS OF TRANSPORTATION Designer: JSP 281 NORTH COLLEGE AVENUE 1420 2ND STREET Revised: 13647 FORT COLLINS, CO 80522 Phone:GREEL9 CO 80— 1 Detwiler: JSP Drawing File Name: LP104 O Phone: 970-221-6605 Phone: 0-350 2198 �> FAX: 970-221-6378 FAX: 970-350 JM Void: Sheet Number Acad Ver. 2000i Scale: 1 =40 Units: ENGLISH � Region 4 DJM Sheet Subset: Plan Subset Sheets: LP-5 of 10 C1 - 296 r� V 25' yam/' � 20 18 v _-----____ O—p=O-0�.0^O—O—O_.O-0=d.o.p-.�Q--}_pip•__O—O�p�O_._p�0_p�y�,}.nP�P_.e .. _ -.. _ -- -- _�--' -' _ _ _--_-O-�O—O_.O'_P__p--p'_0—O'_O==P�..O_mQ-- .--..- _ .- - _ O_0 ------------------- ` 9_O_.. .O_.q_b' -O 9 oeor --- } M1 _ EX1SitN6-ILE TYP. NUMBER 00 ------------------------- 15' _ REPRESENTS SIZE,IN CALIPER INCHES TEMPORARY 24 25' PERMANENT EASEMENT--_ -- - -----.777777 ,1 D ° Q -- © ° - -- -tcN ° .. O T , p O + 2 - P , I N a a a ------------- I ------------------- I l , / 1 / t -4--- _1 "a___ _ OS -- -- ------ — -= _ ---- '- - -------- - - - -- --- =s I _i .._ - 0£OS- - -- s 0 -- -- rOS — -------- ---- -------.----- cry —1 - - --------------- r' '---- --- ---------------------------- --------------- ------ --- - - '-- -- 0£OS - - ---- _-.--------- --------- - 30 ---------------- - ------------ _.. -- -- 5 ------------- - ---- -- - - - 503 - - - ---- --- -- _ - p� 0 - ,-- - - - - --'- 5Oc 0 _S 0 I- I- - - - _ -- aJ. .--r �.---= - , 1 1 , I , i CN , t il p S I --------------------------- - 1 I-_ 1ESEN - TREE TO BE REMOVED. CITY FORESTER SHALL REVIEW FLAGGED TREES PRIOR TO REMOVAL. CONTRACTOR TO CONTACT RALPH ZENTZ AT 970.221.6302 TREE CALIPER — INCHES NEW TREE I 0209 J L I i ----------------------- .:. �:....-. NATIVE SEED TEMPORARY WETLANDS TAKE � ,� '�., ,1 ``, 0 `',, 20 40 PERMANENT WETLANDS TAKE it F'E S$URG SCALD^-,1 "=40' { ' I H L T I & W W . EXISTING WETLANDS ULLEVIG Computer File Information Index of Revisions oT As Constructed MASON STREET/HARMONY ROAD/ Project No./Code Creation Date: 08/15/03 Initials: JAW O� FOSSIL CREEK BIKE/PEDESTRIAN Last Modification Date: 04/05/04 Initials: JAS O City of Fort Collins COLORADO DEPARTMENT No Revisions: PLANTING PLAN SHEETS AQC M455-056 JSP CITY OF FORT COLLINS OF TRANSPORTATION Designer: Full Path: I:\02181\Acad\Final Trail Design\Sheet O 281 NORTH COLLEGE AVENUE 1420 2ND STREET Revised: g 13647 GREELEY, CO 80631 Drawing File Name: LP105 O FORT COLLINS, CO 80522 Phone: 970-350-2126 Detailer: JSP Phone: 970-221 —6605 FAX: 970-350-2198 Void: Sheet Number Q Acad Ver. 2000i Scale: 1"=40' Units: ENGLISH O FAX: 970-221-6378 Region 4 DJM Sheet Subset: Plan Subset Sheets: LP-6 of 10 C1 - 796 I C.> 1 , I I , , , ----- — ---- ----------- ------ _L-- ----------__---------,w� -- .L-------------------------------------------- --_ _ o ------------------------------ - - - 4n --' , - - - _—____--___—_._____________.____—.--___ 5�3 --------------- ----- ------------------- -- ;-------------------------------------- TREE TO BE REMOVED. CITY FORESTER SHALL REVIEW FLAGGED TREES PRIOR TO REMOVAL CONTRACTOR TO CONTACT RALPH ZENTZ AT 970.221.6302 TREE CALIPER - INCHES , 1 11 , , 1 1 1 t 504 , , , ` D I O It S f ------,- - - 5040--' 5040 ------------------------------------- ------ 5040 _ _ ____-- _ __- -_____ ------- - -- - O b O S---------- rr, O ..ObOS---------------------------------=-------------------------------- ; --------------------- ----------------------------------------------------------- ------------- ------------------------------ ------------ ------ bOS ----- __ --------------- - -------------- ------ ----- - - - ---- - ------ - -- ------------------------------------------------------------------O tr O S --0 b O S O b O S— O tr 0 S ----------- --------------------------------- - ------------ ----------- ------------------ -- -- --------------._--------________-.__-----------_._ __ .___--_ _ ----------- --- - - ---- ______ _ ---- ----------------------------------7 __—_—_—__------ -_- J ______ _ - , _ _____ 1 Y — _— — — t ___ _ NEW TREE "-) NATIVE SEED TEMPORARY WETLANDS TAKE OEOS os, cc4r ' PERMANENT WETLANDS TAKE EXISTING WETLANDS -----------------------------------------_----_-- ----------------------------------------------------------------- - ---------- -- -- _....__ --- ----------------------- a \, 1 1 1 ` c i 1 I \ J L z � r 1 1 0 20 40 SCALE: 1 "\:2-r,40' / f` i 1 'FELSBURG- HOLT & ULLEVIG Computer File Information Index of Revisions 0 As Constructed MASON STREET/HARMONY ROAD/ Project No./Code Creation Date: 08/15/03 Initials: JAW IFOSSIL CREEK BIKE/PEDESTRIAN Last Modification Date: 04/05/04 Initials: JAS O City of Fort Collins COLORADO DEPARTMENT No Revisions: PLANTING PLAN SHEETS AQC M455-056 CITY OF FORT COLLINS OF TRANSPORTATION Designer: JSP Full Path: I:\02181\Acad\Final Trail Design\Sheet 0 1420 2ND STREET Revised: g 13647 281 NORTH COLLEGE AVENUE GREELEY CO 80631 Drawing File Name: LP106 O FORT COLLINS. CO 80522 Phone: 970-350-2126 Detailer: JSP Phone: 970-221 —6605 FAX: 970-350-2198 Void: Sheet Number Acad Ver. 2000i Scale: 1"=40' Units: ENGLISH O FAX: 970-221-6378 Region 4 DJM Sheet Subset: Plan Subset Sheets: LP-7 of 10 C1 - 296 r V 11 ps, 0 It UP 1 ° l7 v/ -------------------- 1�`y I,t ti f/IIl+ t I I \\_--------- -+I fit I' r( C?---------------------- ________________________ ` - ___________________ , - \ -, , -_- _-___- -__..� -------------- i --------------------------------- __________________________________________________________________________________ _________ --------------- ------- 5040----� 5040 -------------- -------- ----------------— ---- ---~--- --~-- --------- . -'--50-----5----------=-_�_---ObOS40 ------ - --------- -------- --------------------------1X----�------------------------=_-=__-----___-------------------_____ ----------_ c______ O- t�OS_... TREE TO BE REMOVED. CITY FORESTER SHALL REVIEW { FLAGGED TREES PRIOR TO REMOVAL. CONTRACTOR TO CONTACT RALPH ZENTZ AT 970.221.6302 TREE CALIPER — INCHES { NEW TREE { { NATIVE SEED { TEMPORARY WETLANDS TAKE PERMANENT WETLANDS TAKE EXISTING WETLANDS Computer File Information Creation Date: 08/15/03 Initials: JAW Last Modification Date: 04/05/04 Initials: JAS Full Path: I:\02181\Acad\Final Trail Design\Sheet Drawing File Name: LP107 Acad Ver. 2000i Scale: 1 "=40' Units: ENGLISH I I \ t t t 1 1 „ „ --------------------------- ------------- ---------------------------------- V --------------- t , C Index of Revisions O OCity of Fort Collins O CITY OF FORT COLLINS O 281 NORTH COLLEGE AVENUE FORT COLLINS, CO 80522 Phone: 970-221-6605 O FAX: 970-221 —6378 1 1 , 1 1 , 1 1 1 , 1 , 1 1 r" oT As Constructed COLORADO DEPARTMENT No Revisions: OF TRANSPORTATION 1420 2ND STREET Revised: GREELEY, CO 80631 Phone: 970-350-2126 FAX: 970-350-2198 Void: Region 4 DJM , , , I MASON STREET/HARMONY ROAD/ FOSSIL CREEK BIKE/PEDESTRIAN PLANTING PLAN SHEETS JSP J L Z` -1 r 1 . 1 1 0 20 '40 - SCALE: 1 "=40' FELSBURG HOLT & ULLEVIG Project No./Code AQC M455-056 UV0Igner. 13647 Detailer: JSP Sheet Subset: Plan Subset Sheets: LP-8 of 10 Sheet Number q(A C1 = 296 I C.i -/I' 1 I 1O I CD �I tt1 R I I CD j I I I I tlt I I I I I I I x It I CD I I I I II I I I I I I 1 t I (n I I I I I I II t 1 I I I I I to t I I I I I I I + I I I I I I l i t I I I I I I I 1 I I I I I 1 I I U1 I t j CD I j I I I I t I I I t o t j r--- CD I 1 I I p I I I I I I I I I I I I I I I t o t I I 1 I I I I I I f I f I I I I p t I D I I I I I I 1 I O I I I I I I 1 ILn I I I I I Ip 1 I I I I I I I 1 I I I I I I I I 1 I I I I I I IO 1 I f I f I I IV 1 I I I f I I II 1 I F0 I I I I 1 I 1 D I I f I I It I I I I I I 1 I I I I I 1 1 I I I I I I (I 1 I I I I I I I 1 F- I I I I J J 1 � Z t W Z Z � L'-/ 11 w I I I I I I I u') 1 Lo N I I I i I I I JI t I I I I I � oJJ I I I I I I 40` I I I I I I J 1 I I I I I I I I I I I I I I O i I I I I I I I t I I I I I I I t I I I I I I I I i I 1 I I I I I t I I I I I I I I I I I I I I I t i 1 J / I I I 1 t I >14 r •. r _ N 1 I pp- 1LLVLVL�V HOLT & ULLEVIG Computer File Information Index of Revisions oT As Constructed MASON STREET/HARMONY ROAD/ Project No./Code Creation Date: 08/15/03 Initials: JAW I FOSSIL CREEK BIKE/PEDESTRIAN Last Modification Date: 04/05/04 Initials: JAS O CitvofFortCollins COLORADO DEPARTMENT No Revisions: PLANTING PLAN SHEETS AQC M455-056 CITY OF FORT COLLINS OF TRANSPORTATION Designer: JSP 13647 Full Path: I:\02181\Acad\Final Trail Design\Sheet 0 1420 2ND STREET Revised: 281 NORTH COLLEGE AVENUE GREELEY CO 80631 Drawing File Name: LP108.dwg O FORT COLLINS, CO 80522 Phone: 970-350-2126 Detailer: JSP Phone: 970-221 —6605 FAX: 970-350-2198 7 Acad Ver. 2000i Scale: 1 "=20' Units: ENGLISH O FAX: 970-221 —6378 Region 4 DJM Void: Sheet Subset: Plan Subset Sheets: LP-9 of 10 Sheet Number C1 - 296 1 n SCARIFY SIDES AND BOTTOM DECIDUOUS TREE SCALE: N.T.S. Computer Creation Date: Last Modification Date: Full Path: Drawing File Name: Acad Ver. 2000i f — 1 GENERAL NOTES: \ 1 STAKE ALL DECIDUOUS TREES IN SEED AREAS HOLD SEED BACK FROM TREE TRUNK 6" LARGER THAN ROOTBALL FORM A 6" HIGH WATER RING AND' MULCH WRAP TREE WITH 5' HT CHICKEN WIRE ON OUTSIDE OF POSTS, LAP 6" AND SECURE WITH 12 GA. GALV. STL WIRE AT 12" OC. BURY 4" INTO FINISH GRADE. MTL "T" POST TREE STAKE (2 TOTAL) KEEP CROWN OF ROOTBALL 1"-2" ABOVE GRADE PLANTING SOIL MULCH SUBGRADE File Information 08/15/03 Initials: JAW 04/05/04 Initials: JAS 0 I:\02181\Acad\Final Trail Design\Sheet LP501.dwg Scale: Units: ENGLISH DT—TreeDec.dwg _ III I I�:•' :`�� : •• ' - -_—III—I I I t� •:.•., �.. , ` Z —I � I -----III �'�•'.'.��•. �'�::,�-� t" � ' I —III —I .Il:•;'.�..�.�:. ' .'�...•:-' = I 717'�i T�1=1Ti=m= ilt I I I I I' ' I 1 X ROOTBALL DIAL SCARIFY SIDES AND BOTTOb 0 Index of Revisions DECIDUOUS TREE ON SLOPE SCALE: N.T.S. City of F�Co CITY OF FORT COLLINS 281 NORTH COLLEGE AVENUE FORT COLLINS. CO 80522 Phone: 970-221-6605 FAX: 970-221 —6378 n �f r { GENERAL NOTES: is STAKE ALL DECIDUOU$ TREES IN SEED AREAS HOLD_SEED BACK FROM TREE TRUNK 6" LARGER THAN ROOTBALL FORM A 6" HIGH WATER RING AND MULCH WRAP TREE WITH 5' HT CHICKEN WIRE ON OUTSIDE OF POSTS, LAP 6" AND SECURE WITH 12 GA. GALV. STL WIRE AT 12" OC. BURY 4" INTO FINISH GRADE. I;1�"1'31►[el APPROX. LINE OF SLOPE MTL "T" POST TREE STAKE (2 TOTAL) MULCH KEEP CROWN OF ROOTBALL 1"-2" ABOVE GRADE PLANTING SOIL SUBGRADE DT—TreeDecSIope.dwg COLORADO DEPARTMENT OF TRANSPORTATION 1420 2ND STREET GREELEY, CO 80631 Phone: 970-350-2126 FAX: 970-350-2198 Region 4 DJM M z N N - CUTTING MIN. OF 1 /2 INCH IN DIAMETER. CUT OFF EXPOSED LENGTH, 2 TO 3 INCHES ABOVE THE GROUND. PLACE CUTTING A MINIMUM OF 22 TO 30 INCHES INTO THE SOIL. CUTTING SHALL BE PLACED AS DIRECTED IN MOIST AREAS. �:7 i�Icl:�I_\'/�E:S�11j��P►[e�1��i;I�� CUTTINGS SHALL BE: 1. MINIMUM OF 0.5 INCHES IN DIAMETER. 2. 24 TO 36 INCHES IN LENGTH, WITH BOTTOM CUT AT AN ANGLE, TOP CUT STRAIGHT. 3. INSTALLED WHILE DORMANT IN EARLY SPRING WHEN THE GROUND IS NO LONGER FROZEN. 4. PLACED A MINIMUM OF 22 INCHES INTO SOIL. 5. CUT OFF 2 TO 3 INCHES ABOVE THE GROUND SURFACE. REFER TO STANDARD PROVISION 214. CUTTINGS SHALL BE PLACED IN AREAS INDICATED BY THE LANDSCAPE ARCHITECT. BRUSH CUTTING SCALE: N.T.S. As Constructed No Revisions: Revised: Void: MASON FOSSIL Detailer: Sheet Subset: DT—BrushCut.dwg STREET/HARMONY ROAD/ CREEK BIKE/PEDESTRIAN SITE DETAILS BAS isp I Detail I Subset Sheets: LP-10 of FELSBURG HOLT & ULLEVIG Project No./Code AQC M455-056 13647 10 Sheet Number 98 C1 - 296