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MASON BIKE TRAIL PHASE I FORT COLLINS - Filed STR-STREETS - 2010-06-08
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CITY OF FORT COLLINS PLAN AND PROFILE OF PROPOSED CITY OF FORT COLLINS BUILDING COMMUNITY CHOICES (BCC) PROJECT MASON STREET/HARMONY ROAD/SPRING CREEK BIKE/PEDESTRIAN TRAIL TABULATION OF LENGTH & DESIGN DATA STATION BEGIN SECTION 1 OF MASON TRAIL (HARMONY ROAD) STA. 200+ 15.77 BEGIN BOX CULVERT 2 (NEW MERCER DITCH) STA. 232+92.63 END BOX CULVERT 2 (NEW MERCER DITCH) STA. 233+31.62 BEGIN PEDESTRIAN BRIDGE 3 (NEW MERCER DITCH) STA. 250+55.25 END PEDESTRIAN BRIDGE 3 (NEW MERCER DITCH) STA. 2 51 + 16.6 0 END SECTION 1 OF MASON TRAIL (HORSETOOTH ROAD) STA. 252+67.58 BEGIN SECTION 2 OF MASON TRAIL (HORSETOOTH ROAD) STA. 300+09.25 END SECTION 2 OF MASON TRAIL (SWALLOW ROAD) STA. 326+49.96 BEGIN SECTION 3 OF MASON TRAIL (SWALLOW ROAD) STA. 400+ 15.24 BEGIN PEDESTRIAN BRIDGE 4 (LARIMER COUNTY CANAL No. 2) STA. 416+90.81 END PEDESTRIAN BRIDGE 4 (LARIMER COUNTY CANAL No. 2) STA. 417+52.14 END SECTION 3 OF MASON TRAIL (DRAKE ROAD) STA. 425+ 13.77 BEGIN SECTION 4 OF MASON TRAIL (DRAKE ROAD) STA. 500+09.00 MATCH EXISTING STRUCTURE (SHERWOOD LATERAL) STA. 531 +51.61 MATCH EXISTING STRUCTURE (SHERWOOD LATERAL) STA. 531 +86.96 END SECTION 4 OF MASON TRAIL (SPRING CREEK TRAIL) STA. 534+34.23 TOTAL GROSS & NET LENGTH MINIMUM RADIUS OF CURVE MAXIMUM GRADE MINIMUM GRADE MAXIMUM DESIGN SPEED (FOR BIKE/PED. TRAIL) BIKE/PED. TRAIL LIN. FT. I MILES 3276.86 1 0.621 38.99 1 0.007 1723.63 1 0.326 61.35 1 0.012 150.98 1 0.029 2640.71 1 0.500 1675.57 1 0.317 61.33 1 0.012 761.63 1 0.144 3142.61 1 0.595 247.27 1 0.047 LIN. FT. MILES 13,780.93 2.610 MASON TRAIL 50' 3.23% 0.60% 15 MPH LARIMER COUNTY RANGE 69 W, TOWNSHIP 6N SPRING CREEK TRAIL END PROJECT/SECTION 4 STA. 534+34.235410OOvu1£Rk BEGIN SECTION 4 STA. 500+09.00 DRAKE ROAD END SECTION 3 a j 0/ STA. 425+ 13.77 tt 2 ZN o © o BEGIN SECTION 3 0 z STA. 400+15.24 Wa Z SWALLOW ROAD END SECTION 2 STA. 326+49.96 w w r� zo�z HORSETOOTH ROAD BOX CULVERT 2 PEDESTRI, BRIDGE 1 BEGIN PROJECT/SECTION 1 STA. 200+15.77 HARMONY ROAD EXISTING STRUCTURE PEDESTRIAN BRIDGE 4 BEGIN SECTION 2 STA.300+09.25 END SECTION 1 STA. 252+67.58 -PEDESTRIAN BRIDGE 3 TROUTMAN PARKWAY N J L I r VICINITY MAP NO SCALE SHEET NO. INDEX OF SHEETS DESCRIPTION DWG. NO. 1 TS-1 COVER SHEET 2 SP-1 STANDARD PLANS LIST 3 GN-1 GENERAL NOTES 4-5 SQ-1 TO SQ-2 SUMMARY OF APPROXIMATE QUANTITIES 6 SE-1 SUMMARY OF EARTHWORK 7-8 TY-1 TO TY-2 TYPICAL SECTIONS 9 FD-1 FENCE DETAIL 10-19 B-1 TO B-10 PEDESTRIAN BRIDGE PLANS 20-24 C-1 TO C-5 BOX CULVERT 2 PLANS 25-27 C-1 TO C-3 BOX CULVERT 1 PLANS 28 R-1 PEDESTRIAN RAILING DETAILS 29 RT-1 REMOVAL TABULATIONS 30 ST-1 SURFACING TABULATIONS 31 CGT-1 CURB AND GUTTER TABULATIONS 32-60 PL-1 TO PL-29 TRAIL PLANS 61-93 PR-1 TO PR-33 TRAIL PROFILES 94-127 XS-1 TO XS-34 TRAIL CROSS SECTIONS 128-129 LSS-1 TO LSS-2 TRAIL SIGNING AND STRIPING TABULATIONS 130-133 LSS-3 TO LSS-6 TRAIL SIGNING AND STRIPING PLANS 134 LS-1 REST AREA FURNISHINGS TABULATIONS 135 PD-01 HORSETOOTH ROAD CROSSWALK PLAN 136 PD-02 SWALLOW ROAD CROSSWALK PLAN 137 PD-03 DRAKE ROAD CROSSWALK PLAN 138 PD-04 CINEMA DETAIL 139 PD-05 CROSSWALK DETAILS 140 TS-1 TRAFFIC SIGNAL TABULATIONS 141-142 TS-2 TO TS-3 TRAFFIC SIGNAL PLANS 143 DT-1 STORM DRAIN AND EROSION TABULATIONS 144 EC-1 STORM WATER MANAGEMENT PLAN 145-147 DD-1 TO DD-3 DRAINAGE DETAILS 148-150 DP-1 TO DP-3 PIPE PROFILES 151 UD-1 UTILITY DETAILS 152 LP-1 PLANTING TABULATIONS 153 LP-2 PLANTING PLAN 154 WM-1 WETLAND MITIGATION TABULATIONS 155 WM-2 WETLAND MITIGATION PLAN 17 SHEETS NEW AND REVISED M & S STANDARDS NEW AND REVISED M-STANDARDS M-608-1 CURB RAMPS (4 SHEETS) OCTOBER 29, 2003 M-609-1 CURBS, GUTTERS, AND SIDEWALKS (3 SHEETS) OCTOBER 29, 2003 M-630-1 TRAFFIC CONTROLS FOR HIGHWAY CONSTRUCTION (12 SHEETS) JUNE 10, 2005 SCALE OF DRAWINGS ON PLAN 1 " = 40' ON PROFILE 1 " = 40' HORIZ. 1" = 4' VERT. PFELSBURG r1HOLT & ULLEVIG Computer File Information O 0 Index of Revisions _ CITY OF FORT COLLINS '_T I _ _LE ,E _ _ _ City of Fort Collins As Constructed MASON STREET/HARMONY ROAD/ SPRING CREEK BIKE/PEDESTRIAN TITLE SHEET Project No./Code Creation Date: 01-08-03 Initials: JMH No Revisions: Last Modification Date: 02-04-04 Initials: JMH Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Revised: Designer: MRH Drawing File Name: A02181TTLO1 .DWG Detailer: JWW Void: Sheet Number Acad Ver. 2000i Scale: NONE Units: ENGLISH Sheet Subset: TITLE Subset Sheets: TS-01 of 01 C1 - 297 GENERAL NOTES DESIGN DATA INDEX OF DRAWINGS ALL WORK SHALL BE DONE ACCORDING TO THE 1999 COLORADO DEPARTMENT OF TRANSPORTATION (CDOT) 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, PROVISION 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. 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 ABUTMENTS & WINGWALLS HAVE REACHED DESIGN STRENGTH (4500 psi). 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 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE DURING CONSTRUCTION. B.F. = BACK FACE C.I.P. = CAST —IN —PLACE E.F. = EACH FACE F.F. = FRONT FACE N.F. = NEAR FACE T.O.W = TOP OF WALL W.S. = WATER SURFACE 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 SHE SECTION OR DETAIL IDENTIFICATION Computer File Information Creation Date: 02/04/04 Initials: PRH Last Modification Date: 10/18/04 Initials: WJM Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Drawing File Name: B02181INFO1.DWG Acad Ver. 20001 Scale: VARIES Units: ENGLISH 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) 85 PSF UNIFORM LIVE LOAD 2) 20,000 LB LIGHT TRUCK LIVE LOAD (H-10 TRUCK) 3) 35 PSF WIND LOAD DESIGN LOADING (ABUTMENT WINGWALLS): LIVE LOAD SURCHARGE ON WALLS = 2 FT OF EARTH UNIT SOIL WEIGHT = 125 PCF ACTIVE LATERAL EARTH PRESSURE = 40 PSF INTERNAL FRICTION ANGLE 0 = 310 DWG. NO. DESCRIPTION B-1 GENERAL INFORMATION B-2 PEDESTRIAN BRIDGE 1 GENERAL LAYOUT B-3 PEDESTRIAN BRIDGE 1 ABUTMENTS B-4 PEDESTRIAN BRIDGE 3 GENERAL LAYOUT B-5 PEDESTRIAN BRIDGE 3 ABUTMENTS (1 of 2) B-5A PEDESTRIAN BRIDGE 3 ABUTMENTS (2 of 2) B-6 PEDESTRIAN BRIDGE 4 GENERAL LAYOUT B-7 PEDESTRIAN BRIDGE 4 ABUTMENTS B-8 PEDESTRIAN RAILING DETAILS B-9 MISCELLANEOUS DETAILS B-10 BORING LOG INFORMATION ALLOWABLE BEARING PRESSURE FOR ABUTMENT FOUNDATIONS: STRUCTURE DESCRIPTIONS BRIDGES 1, 2 AND 4: 2000 PSF (ON SAND/CLAY SOIL) BRIDGE 3: 5000 PSF (ON CLAYSTONE BEDROCK) PEDESTRIAN BRIDGE 1 REINFORCED CONCRETE: CLASS D CONCRETE: f' c = 4500 psi REINFORCING STEEL: f y = 60,000 psi SUMMARY OF QUANTITIES ITEM NO. DESCRIPTION UNIT PEDESTRIAN BRIDGE 1 PEDESTRIAN BRIDGE 3 PEDESTRIAN BRIDGE 4 TOTAL 206 STRUCTURE EXCAVATION CY 97 99 80 276 206 STRUCTURE BACKFILL (CLASS 1) CY 49 73 59 181 514 PEDESTRIAN RAILING STEEL LF 25 26 18 69 601 CONCRETE CLASS D BRIDGE CY 28 41 35 104 601 STRUCTURAL CONCRETE COATING SY 20 20 20 60 602 REINFORCING STEEL LB 2343 3708 3504 9555 628 BRIDGE GIRDER AND DECK UNIT 27' —8" EA 1 1 628 BRIDGE GIRDER AND DECK UNIT 42' —0" EA 1 1 628 BRIDGE GIRDER AND DECK UNIT 50' —0" EA 1 1 (DINCLUDES CONCRETE FOR BRIDGE DECKS ON EACH BRIDGE: 5 CY FOR BRIDGE 1 9 CY FOR BRIDGE 3 6 CY FOR BRIDGE 4 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. index of Revisions City of Fort Collins CITY OF FORT COLLINS F --- As Constructed No Revisions: Revised: ►.. 27'-8" PREFABRICATED STEEL TRUSS BRIDGE, CONCRETE DECK, ON CAST —IN —PLACE ABUTMENTS OVER NEW MERCER DITCH AT TROUTMAN PARKWAY, FORT COLLINS, COLORADO 12'-0" WIDTH, RAILING TO RAILING (13'-0" OUT —TO —OUT) PEDESTRIAN BRIDGE 3 59'-8" PREFABRICATED STEEL TRUSS BRIDGE, CONCRETE DECK, ON CAST —IN —PLACE ABUTMENTS OVER NEW MERCER DITCH, FORT COLLINS, COLORADO 14'-0" WIDTH, RAILING TO RAILING (15'-0" OUT —TO —OUT) PEDESTRIAN BRIDGE 4 59'-8" PREFABRICATED STEEL TRUSS BRIDGE, CONCRETE DECK, ON CAST —IN —PLACE ABUTMENTS OVER LARIMER COUNTY NO. 2 DITCH, FORT COLLINS, COLORADO 11'-6" WIDTH, RAILING TO RAILING (12'-6" OUT —TO —OUT) O MASON STREET SPRING CREEK GENERAL Designer: B. MARCATO Detailer: P. HELM /HARMONY ROAD/ BIKE/PEDESTRIAN INFORMATION Sheet Subset: BRIDGE Subset Sheets IN FELSBURG I HOLT & ULLEVIG Project No./Code B-1 of 1 0 1 Sheet Number 10 t;1 - 297 5050 5040 5030 L -50 Area Cut 11.38 Area Fill 5.28 5050 5040 5030 L -50 Area Cut 17.50 Area Fill 1.46 5050 5040 5030 L -50 Area Cut 21.28 Area Fill 0.31 0 223+50 0 223+00 0 222+50 5050 5040 J 5030 50 Volume Cut 26.74 Volume Fill 6.24 5050 5040 J 5030 50 Volume Cut 35.91 Volume Fill 1.64 5050 5040 J 5030 50 Volume Cut 42.68 Volume Fill 0.31 5050 5040 5030 L -50 Area Cut 0.00 Area Fill 22.81 5050 5040 5030 -50 Area Cut 0.00 Area Fill 17.22 5050 5040 5030 �- -50 Area Cut 0.09 Area Fill 10.81 0 225+00 0 224+50 0 5050 5040 5030 50 Volume Cut 0.00 Volume Fill 37.06 5050 5040 J 5030 50 Volume Cut 0.08 Volume Fill 25.95 5050 J 5030 50 224+00 Volume Cut : 10.62 Volume Fill : 14.90 5050 5040 5030 �- -50 Area Cut 0.00 Area Fill 20.87 5050 5040 5030 L -50 Area Cut 0.00 Area Fill 26.58 5050 5040 5030 -50 Area Cut 0.00 Area Fill 26.05 0 226+50 0 226+00 0 225+50 5050 5040 5030 50 Volume Cut 0.00 Volume Fill 43.93 5050 5040 J 5030 50 Volume Cut 0.00 Volume Fill 48.73 5050 5040 J 5030 50 Volume Cut 0.00 Volume Fill 45.24 PFELSBURG �IHOLT & ULLEVIG Computer File Information Index of Revisions As Constructed MASON STREET/HARMONY ROAD/ Project No./Code Creation Date: 01-20-04 Initials: JMH C= SPRING CREEK BIKE/PEDESTRIAN CITY OF FORT COLLINS No Revisions: CROSS SECTIONS Last Modification Date: 01-20-04 Initials: JMH Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet F - - _ _ - Revised: Designer: MRH Drawing File Name: Xsection.dwg City of Fort Collins - Detailer: JMH 99 Acad Ver. 2000i Scale: 1 "=20' Units: ENGLISH 0 Void: Sheet Subset: XSECTION Subset Sheets: XS-6 of 34 Sheet Number Ct - 191 5050 5040 5030 L -50 Area Cut Area Fill 5050 5040 5030 L -50 5.89 7.15 Area Cut 0.07 Area Fill 8.68 5050 0 228+00 0 227+50 5050 5040 5030 50 Volume Cut 5.52 Volume Fill 14.66 5050 5040 5030 50 Volume Cut 0.07 Volume Fill 19.43 5050 5040 5050 5040 5030 L -50 Area Cut Area Fill 5050 5040 5030 L -50 9.15 0.71 Area Cut 11.12 Area Fill 3.60 5050 5040 0 229+50 0 229+00 5050 5040 5030 50 Volume Cut : 18.77 Volume Fill : 3.99 5050 5040 5030 50 Volume Cut : 18.83 Volume Fill : 8.15 5050 5040 5050 5040 5030 -50 Area Cut 10.34 Area Fill 0.01 5050 5040 5030 -50 Area Cut 7.86 Area Fill 0.01 5050 0 231 +00 0 230+50 5050 5040 5030 50 Volume Cut 16.86 Volume Fill 0.02 5050 5040 5030 50 Volume Cut : 12.46 Volume Fill : 0.19 5050 5040 5030 I I 5030 5030 5030 5030 ' 5030 -50 0 50 -50 0 50 -50 0 50 Area Cut 0.00 227+00 Volume Cut 0.00 Area Cut 9.22 228+50 Volume Cut 13.99 Area Cut 5.60 230+00 Volume Cut : 13.66 Area Fill 12.31 Volume Fill 30.72 Area Fill 5.21 Volume Fill 11.45 Area Fill 0.20 Volume Fill : 0.84 PFELSBURG r4HOLT & ULLEVIG Computer File Information Index of Revisions _ _ As Constructed MASON STREET/HARMONY ROAD/ Project No./Code Creation Date: 01-20-04 Initials: JMH O CITY OF FORT COLLINS SPRING CREEK BIKE/PEDESTRIAN Last Modification Date: 01-20-04 Initials: JMH _ No Revisions: CROSS SECTIONS Full Path: 1:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet - F i - Revised: Designer: MRH Drawing File Name: Xsection.dwg Detailer: JMH O City of Fort Collins Void: Sheet Subset: XSECTION Subset Sheets: XS- Sheet Number 100 Acod Ver. 2000i Scale: 1 "-20' Units: ENGLISH 7 of 34 �1 x 297 5050 5040 5030 —50 Area Cut 0.00 Area Fill 45.77 1.7i157iM 5040 5030 —50 Area Cut Area Fill 5050 5040 5030 ' —50 18.97 0.00 7 5040 J 5030 50 232+50 Volume Cut : 17.56 Volume Fill 42.38 L 5050 F -I F 5040 5030 50 232+00 Volume Cut Volume Fill I 30.45 0.00 5050 5050 5040 5040 J 5030 50 5030 L —50 Ii 5050 5040 J 5030 50 Area Cut 13.92 231 +50 Volume Cut 22.46 Area Cut 0.00 232+93 Volume Cut 0.00 Area Fill 0.00 Volume Fill 0.01 Area Fill 42.98 Volume Fill 70.06 PFELSBURG (IHOLT & ULLEVIG Computer File Information Index of Revisions _ As Constructed MASON STREET/HARMONY ROAD/ Project No./Code Creation Date: 01-26-04 Initials: JMH O SPRING CREEK BIKE/PEDESTRIAN CITY OF FORT COLLINS No Revisions: Last Modification Date: 01-26-04 Initials: JMH 0 CROSS SECTIONS Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet 0 - F - — — Revised: Designer: MRH Detailer: JMH Drawing File Name: Xsection.dwg CityOf Fort Collins Acad Ver. 2000i Scale: 1 "=20' Units: ENGLISH Void: Sheet Subset: XSECTION Subset Sheets: XS-8 of 34 Sheet Number 1 0 1 LI - 297 1618181611111111111 5040 5030 L -50 Area Cut 0.00 Area Fill 35.85 1111r161• We o 5030 �- -50 Area Cut 0.00 Area Fill 55.16 5050 5040 5030 L -50 Area Cut 0.00 Area Fill 55.03 0 234+00 0 233+50 0 233+32 Computer File Information Creation Date: 01 -20-04 Initials: JMH Last Modification Date: 01 -20-04 Initials: JMH Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Drawing File Name: Xsection.dwg Acad Ver. 2000i Scale: 1 "=20' Units: ENGLISH 5050 5040 5030 50 Volume Cut 0.00 Volume Fill 84.26 5050 5040 5030 50 Volume Cut 0.00 Volume Fill 37.50 5050 5040 5030 50 Volume Cut 0.00 Volume Fill 0.00 Index of Revisions 1616161101111111111 1610s01• 5030 L -50 Area Cut 0.00 Area Fill 27.78 5050 5040 5030 L -50 Area Cut 0.00 Area Fill 31.43 101 5030 L -50 Area Cut 0.00 Area Fill 28.60 City of Fort Collins 0 235+50 0 235+00 0 234+50 tIT091 5040 5030 50 Volume Cut 0.00 Volume Fill 54.83 5050 5030 50 Volume Cut 0.00 Volume Fill 55.59 5050 5030 50 Volume Cut 0.00 Volume Fill 59.67 5050 5030 -50 ---r - F III--� III IFr, r,I H r H r r, F I, Area Cut Area Fill 5050 5040 5030 -50 0.00 9.30 0 237+00 5050 5040 5030 50 Volume Cut 0.00 Volume Fill 25.37 FI H Area Cut 0.00 Area Fill 18.10 5050 5040 0 236+50 5050 5040 5030 50 Volume Cut 0.00 Volume Fill 39.24 �, -- rr-. II I I...r; r t-I I T� -II 1.i1�1.10 5030 5030 -50 0 50 Area Cut 0.00 236+00 Volume Cut 0.00 Area Fill 24.27 Volume Fill 48.20 As Constructed CITY OF FORT COLLINS No Revisions: -- 1 1 -1 - 1 II Fr - - - Revised: Void: MFELS� BURG HOLT & ULLEVIG MASON STREET/HARMONY ROAD/ Project No./Code SPRING CREEK BIKE/PEDESTRIAN CROSS SECTIONS Designer: MRH Detailer: JMH Sheet Subset: XSECTION Subset Sheets: XS-9 of 34 Sheet Number 102 C1 - 297 r-- C-> 5040 5030 -50 Area Cut 2.14 Area Fill 0.54 5040 5030 L -50 Area Cut 0.00 Area Fill 10.63 5040 5030 L -50 Area Cut 0.19 Area Fill 7.71 5030 -50 Area Cut 0.01 Area Fill 7.38 0 239+00 0 238+50 0 238+00 0 237+50 .F._ F =TE IF 5040 5030 50 Volume Cut 1.98 Volume Fill 10.34 � I I i I IIF H 5040 5030 50 Volume Cut 0.18 Volume Fill 16.98 F � II F^ I III I H 5040 5030 50 Volume Cut 0.19 Volume Fill 13.97 -, F. - II.-EI= - H ,_- F F 5040 5030 50 Volume Cut 0.01 Volume Fill 15.44 5040 5030 -50 Area Cut Area Fill !.1•L''I.1• 5030 -50 Area Cut 0.00 Area Fill 7.43 5040 5030 L -50 Area Cut 0.01 Area Fill 11.47 -.. LIE - 1 11-- -I II --FT_ [Ili-- T-.� - E'I E ' -F 0 240+50 0 240+00 0 239+50 5050 5040 5030 50 Volume Cut 0.00 Volume Fill 13.07 _ I I I H , I I 5040 ' 5030 50 Volume Cut 0.01 Volume Fill 17.50 - I,- -F' III . --- -• -F ':CF [I ' L tH 5040 5030 50 Volume Cut 2.00 Volume Fill 11.12 4=01 7•>C�•1 5030 -50 F -I II I- -FT- P_ _ I I F I II,- L I, Fq Area Cut Area Fill 5050 �Yii�•7 5030 -50 0.00 2.82 0 242+00 5050 5040 5030 50 Volume Cut 0.00 Volume Fill 8.19 F I n II -E F, I, - Area Cut Area Fill 5050 5040 5030 -50 Area Cut Area Fill 0.00 6.02 0 241 +50 5050 5040 5030 50 Volume Cut 0.36 Volume Fill 7.36 1. 1 IF --I - II --F I- LIII� -I H - - EG,-E I,I L .- 0.39 1.93 0 241 +00 5050 5040 5030 50 Volume Cut 0.36 Volume Fill 7.98 IN FELSBURG rIHOLT & ULLEVIG Computer File Information O Index of Revisions CITY OF FORT COLLINS - - - - F r- - City of Fort Collins As Constructed MASON STREET/HARMONY ROAD/ SPRING CREEK BIKE/PEDESTRIAN CROSS SECTIONS Project No./Code Creation Date: 01-20-04 Initials: JMH No Revisions: Last Modification Date: 01-20-04 Initials: JMH Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Revised: Designer: MRH Drawing File Name: Xsection.dwg Detailer: JMH [Void- Sheet Number 103 Acad Ver. 2000i Scale: 1 "=20' Units: ENGLISH Sheet Subset: XSECTION Subset Sheets: XS-10 of 34 C1 - 291 r- V 5050 5040 5030 -50 - - .- F r - H Area Cut Area Fill Yi1.Yi1 5040 5030 -50 5.53 0.07 0 243+50 5050 5050 5040 5040 5030 50 Volume Cut 9.90 Volume Fill 0.23 tF L,t I' _- tll _ F-- r-� -F-TF -r, r,- I r, I Area Cut Area Fill 5050 5040 5030 -50 Area Cut Area Fill 5.16 0.18 0 243+00 671il.Yi1 5040 5030 50 Volume Cut 7.14 Volume Fill 0.64 -F--- -, F I i, -F-- _L, DI r 2.55 0.51 C 242+50 01157i11 5040 5030 50 Volume Cut 2.36 Volume Fill 3.09 5030 -50 _-F - -F-111 - - - LII IEL L,I'- I -C-H LLD -E -- DIT I I Area Cut Area Fill 5050 5040 5030 -50 Area Cut Area Fill 4.31 0.70 7.09 0.33 5050 5040 5030 -50 Area Cut 4.80 Area Fill 0.09 0 245+00 0 244+50 0 244+00 5050 5050 _T 5040 5040 5030 50 Volume Cut : 10.56 Volume Fill : 0.95 L�- L Area Cut 10.44 Area Fill 1.35 5050 5050 H =_ 5040 5040 5030 50 Volume Cut 11.01 Volume Fill 0.39 5050 5040 5030 50 Volume Cut 9.57 Volume Fill 0.15 ---F'- E _ ED D-=-- 5030 -50 Area Cut Area Fill 5050 I l 5040 I F T FT _. _,F F 5030 5030 -50 0 50 Volume Cut : 15.15 Volume Fill : 2.18 246+50 0 5.92 246+00 1.00 1L p I i III I' - H 5030 L -50 Area Cut 8.99 Area Fill 1.51 0 245+50 5050 F, 5040 1.71ilvil 5040 5030 50 Volume Cut 13.81 Volume Fill 2.32 5050 5040 5030 50 Volume Cut : 12.32 Volume Fill : 2.04 FELSBURG rIHOLT & ULLEVIG Computer File Information Index of Revisions As Constructed MASON STREET/HARMONY ROAD/ Project No./Code Creation Date: 01-20-04 Initials: JMH _ SPRING CREEK BIKE/PEDESTRIAN CITY OF FORT COLLINS H _LL -I I IL No Revisions: CROSS SECTIONS Last Modification Date: 01-20-04 Initials: JMH - Revised: Designer: MRH Full Path: 1:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Drawing File Name: Xsection.dwg O - C1ty of Fort Collins Detailer: JMH 104 Acad Ver. 20001 Scale: 1 "=20' Units: ENGLISH O Void: Sheet Subset: XSECTION Subset Sheets: XS-1 1 of 34 Sheet Number Ci - Z 91 5050 H -L 5040 5030 -50 _FL -E _IILD DI --- - L F- Area Cut 17.51 Area Fill 0.00 5050 H Fn 5040 5030 -50 0 248+00 5050 5050 H -D 5040 5040 5030 50 Volume Cut 37.66 Volume Fill 0.00 E �_F --d IFF-Tr !IF- Area Cut 23.16 Area Fill 0.00 5050 5040 5030 -50 0 247+50 5050 r 5040 5030 50 Volume Cut 36.04 Volume Fill 0.13 Area Cut 15.76 Area Fill 0.14 0 247+00 Computer File Information Creation Date: 01 -20-04 Initials: JMH 0 Last Modification Date: 01 -20-04 Initials: JMH 0 Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Drawing File Name: Xsection.dwg O Acad Ver. 20001 Scale: 1 "=20' Units: ENGLISH 10'1111b111 r 5040 5030 50 Volume Cut 24.26 Volume Fill 1.39 ndex of Revisions 5030 -50 F-�L LIJE- L - Area Cut Area Fill 5050 H -L 5040 5030 -50 Area Cut Area Fill 5050 I -H - 5040 2.08 3.02 E LIIE_ - - 1.95 1.21 E _F E LIIL_ _ _- 5030 -50 Area Cut Area Fill :: 71 City of Fort Collins 0 249+50 0 249+00 0 248+50 5030 50 Volume Cut 3.74 Volume Fill 3.92 5050 5040 ' 5030 50 Volume Cut 9.99 Volume Fill 1.52 5050 5040 5030 50 Volume Cut 24.39 Volume Fill 0.40 5050 5040 5030 -50 Area Cut 6.00 Area Fill 0.99 5050 5040 5030 -50 Area Cut 5.21 Area Fill 0.67 5050 H 5040 5030 -50 Area Cut Area Fill As Constructed CITY OF FORT COLLINS No Revisions: Revised: Void: 0 250+55 0 250+50 5050 5040 ' 5030 50 Volume Cut : 1.09 Volume Fill : 0.16 5050 5040 5030 50 Volume Cut 6.48 Volume Fill 2.75 v 1.78 2.30 0 250+00 5050 5040 5030 50 Volume Cut 3.58 Volume Fill 4.93 FELSBURG X"Ap & ULLEVIG MASON STREET/HARMONY ROAD/ Project No./Code SPRING CREEK BIKE/PEDESTRIAN CROSS SECTIONS Designer: M RH Detailer: JMH Sheet Subset: XSECTION Subset Sheets: XS-12 of 34 Sheet Number 05 r1 - 297 9 5050 5040 5030 '- -50 Area Cut Area Fill 5050 5040 5030 L —50 Area Cut Area Fill 5050 5040 5030 ' —50 0.00 98.13 I 5050 5040 -J 5030 50 252+00 Volume Cut : 0.00 Volume Fill 138.90 I 5050 5040 J 5030 50 251 +50 Volume Cut 1.19 Volume Fill 34.79 0 MZ11610' tii81,19 J 5030 50 5040 5030 —50 Area Cut 4.51 Area Fill 0.20 5040 5030 L —50 I 5040 J 5030 50 252+68 Volume Cut Volume Fill I 1.47 19.26 5040 J 5030 50 Area Cut 1.92 251 + 17 Volume Cut 0.00 Area Cut 0.00 252+50 Volume Cut 0.00 Area Fill 4.36 Volume Fill 0.00 Area Fill 58.95 Volume Fill 145.45 Computer File Information Creation Date: 01 —26-04 Initials: JMH Last Modification Date: 01 —26-04 Initials: JMH Full Path: 1:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Drawing File Name: Xsection.dwg Acad Ver. 2000i Scale: 1 "=20' Units: ENGLISH Index of Revisions City of Fort Collins CITY OF FORT COLLINS I I IL,[ FT I II As Constructed No Revisions: Revised: Void: MASON STREET/HARMONY ROAD/ SPRING CREEK BIKE/PEDESTRIAN CROSS SECTIONS Designer: MRH Detailer: JMH FELSBURG X"Ap & ULLEVIG Project No./Code Sheet Subset: XSECTION Subset Sheets: XS-13 of 341 Sheet Number 106 C1 - 297 O►. N 5040 5030 L -50 Area Cut 0.00 Area Fill 42.08 5040 5030 L -50 Area Cut 0.00 Area Fill 93.85 5040 5030 - -50 Area Cut 0.00 Area Fill 142.43 5050 5040 5030 L -50 Area Cut 7.86 Area Fill 0.00 0 301 +50 0 301 +00 0 300+50 0 300+09 Computer File Information Creation Date: 01 -20-04 Initials: JMH Last Modification Date: 01 -20-04 Initials: JMH Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Drawing File Name: Xsection.dwg 0 Acad Ver. 2000i Scale: 1 "=20' Units: ENGLISH 0 5040 5030 50 Volume Cut 0.00 Volume Fill 125.86 5040 5030 50 Volume Cut 0.00 Volume Fill 218.78 5040 5030 50 Volume Cut 5.93 Volume Fill 107.48 5050 5040 5030 50 Volume Cut 0.00 Volume Fill 0.00 Index of Revisions 5040 5030 -50 Area Cut 4.02 Area Fill 0.16 5040 5030 L -50 Area Cut 1.35 Area Fill 0.64 GISHIM 5030 - -50 Area Cut Area Fill 5040 5030 -50 0.00 7.90 Area Cut 0.00 Area Fill 16.65 City of Fort Collins 0 303+50 0 303+00 0 302+50 0 302+00 ' 5030 50 Volume Cut 4.97 Volume Fill 0.73 5040 ' 5030 50 Volume Cut 1.25 Volume Fill 7.91 5030 50 Volume Cut 0.00 Volume Fill 22.74 5040 5030 50 Volume Cut 0.00 Volume Fill 54.38 5040 5030 �- -50 Area Cut 8.69 Area Fill 4.41 5040 5030 L -50 Area Cut 8.54 Area Fill 0.04 5040 5030 L -50 Area Cut 4.85 Area Fill 0.97 5040 5030 L -50 Area Cut 6.75 Area Fill 0.05 As Constructed CITY OF FORT COLLINS No Revisions: - - - Revised: Void: 0 305+50 0 305+00 0 304+50 0 304+00 5040 5030 50 Volume Cut : 15.95 Volume Fill : 4.12 5040 5030 50 Volume Cut : 12.40 Volume Fill : 0.94 5040 ' 5030 50 Volume Cut 10.74 Volume Fill 0.94 5040 5030 50 Volume Cut 9.97 Volume Fill 0.19 IN FELSBURG rIHOLT & ULLEVIG MASON STREET/HARMONY ROAD/ Project No./Code SPRING CREEK BIKE/PEDESTRIAN CROSS SECTIONS Designer: MRH Detailer: J M H Sheet Subset: XSECTION Subset Sheets: XS-14 of 34 Sheet Number 107 C1 - 297 r f� 5040 5030 -50 Area Cut 0.00 Area Fill 22.73 5040 5030 L -50 Area Cut 0.00 Area Fill 26.02 5040 5030 L -50 Area Cut 0.02 Area Fill 4.73 5040 5030 �- -50 Area Cut 10.12 Area Fill 4.01 0 307+50 0 307+00 0 306+50 0 306+00 5040 5030 50 Volume Cut 0.00 Volume Fill 45.14 5040 5030 50 Volume Cut 0.01 Volume Fill 28.48 5040 5030 50 Volume Cut 9.38 Volume Fill 8.09 5030 50 Volume Cut : 17.41 Volume Fill 7.79 5050 5040 5030 -50 Area Cut 0.01 Area Fill 5.86 5050 5040 5030 L -50 Area Cut 0.00 Area Fill 22.82 5050 5040 5030 L -50 Area Cut 0.00 Area Fill 22.70 0 309+00 0 308+50 0 308+00 5030 50 Volume Cut 0.01 Volume Fill 26.56 M7111610, 5040 5030 50 Volume Cut 0.00 Volume Fill 42.15 5050 5040 5030 50 Volume Cut 0.00 Volume Fill 42.06 5040 5030 �- -50 Area Cut 15.15 Area Fill 1.73 5050 5040 5030 L -50 Area Cut 13.29 Area Fill 0.57 5050 5040 5030 L -50 Area Cut 2.74 Area Fill 0.77 0 310+50 0 310+00 0 309+50 "�07 5030 50 Volume Cut 26.34 Volume Fill 2.13 5050 5040 5030 50 Volume Cut 14.84 Volume Fill 1.24 5050 5040 5030 50 Volume Cut 2.55 Volume Fill 6.14 PFELSBURG rIHOLT & ULLEVIG Computer File Information 0 0 0 Index of Revisions CITY OF FORT COLLINS _ { F _F r City of Fort Collins As Constructed MASON STREET/HARMONY ROAD/ SPRING CREEK BIKE/PEDESTRIAN CROSS SECTIONS Project No./Code Creation Date: 01-20-04 Initials: JMH No Revisions: Last Modification Date: 01-20-04 Initials: JMH Full Path: 1:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Revised: Designer: MRH Drawing File Name: Xsection.dwg Detailer: JMH Void: Sheet Number 1 08 Acad Ver. 2000i Scale: 1 "=20' Units: ENGLISH Sheet Subset: XSECTION Subset Sheets: XS-15 of 34 ti N M V— C> At 22 9 5045 5040 5035 5030 TOP OF WIN EL. 5041.83 B.F. ABUT. 1 10" B.F. ABUT. 1 • EL.T 5040.83 ILS TOP OF FOOTING EL. 5036.83 11+25 A� VERTICAL PICKETS SPACED FOR MAX. GAP OF 4" (PROVIDED BY BRIDGE MANUF.) 29' —4" B.F. ABUT. 2 _ 27' —8" PREFABRICATED 10" STEEL TRUSS BRIDGE Q CAPACITY = 468 CFS �S. EL. = 5040.00) TOP OF WINGWALLS - EL. 5041.54 - T -, - - _ L — _ I i • EL. ABUT.5040.54 II�_ FINISHED GRADE GROUND� SEE S B-10 FOR \ 1 PED. RAILINGS ON WINGWALLS FINISHED GRADE Q IRR = 80 CFS Computer File Information Creation Date: 01 /21 /04 Initials: RAID Last Modification Date: 07/07/04 Initials: WJM Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Drawing File Name: B02181 GLA01 .dwg Acad Ver. 2000i Scale: VARIES Units: ENGLISH (MIN. CLEARANCE (W.S. EL. = 5036.64) BENEATH BRIDGE 6") Q ioo= CFS (W.S.S. EL.. = = 5037.04) 1 1 +50 LONGITUDINAL SECTION • FINISHED GRADE AT TROUTMAN CONNECTION HORIZONTAL CONTROL LINE index of Revisions TOP OF FOOTING EL. 5034.04 LOW CHORD EL. = 5039 1 1 +75 City of Fort Collins N J L � r 5045 5040 5035 5030 CITY OF FORT COLLINS 6' -0" 6' -0" BICYCLE RUB RAIL (TYP.) - I VERTICAL PICKETS SPACED FOR MAX. GAP OF 4" STEEL TOE c° PLATE (TYP.) _ * 4" CAST -IN -PLACE CONCRETE DECK FLOOR BEAM I BRIDGE & TROUTMAN CONNECTION HORIZONTAL CONTROL LINE * 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. 4" MIN. C.I.P CONCRETE DE DECK FOR FLOOR BEAN F.F. OF , TYPICAL BRIDGE SECTION ia" X 6 DES @ 450 L 3x3x '/4 FOR LENGTH OF BACKWALL (TYP.) 1/2 "x 4" HEADED ANCHOR STUD FIELD WELDED TO 4NGLE, SPA. @ 12" (TYP.) FO BE PLACED DURING CONSTRUCTION OF BACKWALL F. OF ABUT. ��M]\ING DETAILS PER PREFABRICATED BRIDGE MANUFACTURER JOINT COVER PLATE DETAIL NOTE: COVER PLATE SHALL BE SUPPLIED BY PREFABRICATED BRIDGE MANUFACTURER U PEDESTRIAN BRIDGE 1 TROUTMAN PARKWAY w Q Y w w z cr) m KEYMAP As Constructed MASON STREET/HARMONY ROAD/ SPRING CREEK BIKE/PEDESTRIAN No Revisions: PEDESTRIAN BRIDGE 1 GENERAL LAYOUT Revised: Designer: B. MARCATO Detailer: MARCATO/DILLON Void: Sheet Subset: BRIDGE Subset Sheets: B-2 of 10 FELSBURG 0"Ap HOLT & ULLEVIG Project No./Code Sheet Number 1 1 C1 - 297 5050 5040 5030 �- -50 Area Cut 12.93 Area Fill 0.43 5050 5040 5030 L -50 Area Cut 14.43 Area Fill 3.97 5050 5030 �- -50 Area Cut 15.64 Area Fill 4.12 0 312+00 0 31 1 +50 0 31 1 +00 5050 5040 5030 50 Volume Cut 25.33 Volume Fill 4.08 5050 5040 5030 50 Volume Cut 27.84 Volume Fill 7.49 5050 5030 50 Volume Cut : 28.51 Volume Fill : 5.41 5040 5030 -50 Area Cut : 4.64 Area Fill 1.28 5040 5030 -50 Area Cut 1.35 Area Fill 4.23 5040 5030 -50 Area Cut 1.91 Area Fill 4.77 61ibIiM 5040 5030 L -50 Area Cut Area Fill 6.51 0.86 0 314+00 0 313+50 0 313+00 0 312+50 5040 5030 50 Volume Cut 5.54 Volume Fill 5.10 Mi6Hi] 5030 50 Volume Cut 3.02 Volume Fill 8.33 5040 5030 50 Volume Cut 7.80 Volume Fill 5.21 5050 5040 5030 50 Volume Cut : 18.00 Volume Fill : 1.19 5040 5030 L -50 Area Cut : 0.00 Area Fill 22.81 5040 5030 L -50 Area Cut 0.61 Area Fill 28.42 5040 5030 -50 Area Cut 1.44 Area Fill 16.05 5040 5030 L -50 Area Cut 5.07 Area Fill 2.22 0 31 6+00 0 315+50 0 315+00 0 314+50 5040 5030 50 Volume Cut 0.56 Volume Fill 47.43 5040 5030 50 Volume Cut 1.90 Volume Fill 41.17 5040 5030 50 Volume Cut 6.04 Volume Fill 16.91 5040 5030 50 Volume Cut : 8.99 Volume Fill : 3.24 PFELSBURG rIHOLT & ULLEVIG Computer File Information C= 0 Index of Revisions CITY OF FORT COLLINS _= - - City of Fort Collins As Constructed MASON STREET/HARMONY ROAD/ SPRING CREEK BIKE/PEDESTRIAN CROSS SECTIONS Project No./Code Creation Date: 01-20-04 Initials: JMH No Revisions: Last Modification Date: 01-20-04 Initials: JMH Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Revised: g Desi ner: MRH Drawing File Name: Xsection.dwg Detailer: JMH Void: Sheet Number 109 Acad Ver. 2000i Scale: 1 "=20' Units: ENGLISH 1 Sheet Subset: XSECTION Subset Sheets: XS-1 6 of 34 C1 - 24i r U 5040 5030 �- -50 Area Cut 0.00 Area Fill 50.65 Z1HIM 5030 L -50 Area Cut 0.00 Area Fill 82.59 5040 5030 '- -50 Area Cut 0.00 Area Fill 96.08 5040 5030 L -50 Area Cut 0.00 Area Fill 36.06 0 318+00 0 317+50 0 317+00 0 31 6+50 5040 J 5030 50 Volume Cut 0.00 Volume Fill 123.37 5040 J 5030 50 Volume Cut 0.00 Volume Fill 165.43 5040 J 5030 50 Volume Cut 0.00 Volume Fill 122.35 5040 J 5030 50 Volume Cut 0.00 Volume Fill 54.51 5040 1'S016S 5020 L -50 Area Cut 0.00 Area Fill 15.51 5040 5030 -50 Area Cut 0.00 Area Fill 24.40 5040 5030 -50 Area Cut : 0.00 Area Fill 35.32 319+50 0 319+00 0 318+50 5040 5030 J 5020 50 Volume Cut 0.00 Volume Fill 36.95 5040 J 5030 50 Volume Cut 0.00 Volume Fill 55.29 5040 J 5030 50 Volume Cut 0.00 Volume Fill 79.60 5040 5030 -50 Area Cut 2.58 Area Fill 0.36 00HIM 5030 -50 Area Cut 11.45 Area Fill 0.05 5040 5030 -50 Area Cut 0.00 Area Fill 6.21 5040 5030 5020 -50 Area Cut 0.00 Area Fill 9.35 321 +50 L 5040 J 5030 50 Volume Cut 12.99 Volume Fill 0.38 5040 5030 50 321 +00 Volume Cut 10.60 Volume Fill 5.80 5040 5030 50 320+50 Volume Cut : 0.00 Volume Fill 14.41 0 320+00 5040 5030 J 5020 50 Volume Cut 0.00 Volume Fill 23.02 MIid FELSBURG rHOLT & ULLEVIG Computer File Information C= Index of Revisions CITY OF FORT COLLINS -- I F_ - L FE - Fi - -- City of Fort Collins As Constructed MASON STREET/HARMONY ROAD/ SPRING CREEK BIKE/PEDESTRIAN CROSS SECTIONS Project No./Code Creation Date: 01-20-04 Initials: JMH No Revisions: Last Modification Date: 01-20-04 Initials: JMH Full Path: I:\02181\Acad\Final Trail Design\HormonyNorth\Sheet Revised: Designer: MRH Drawing File Name: Xsection.dwg Detailer: JMH Void: Sheet Number 1 1 0 Acad Ver. 2000i Scale: 1 "=20' Units: ENGLISH Sheet Subset: XSECTION Subset Sheets: XS-17 of 34 C1 - 2 2i 5040 5030 �- -50 Area Cut 2.21 Area Fill 0.82 5040 5030 -50 Area Cut 0.00 Area Fill 26.16 5040 5030 L -50 Area Cut 4.45 Area Fill 0.39 5040 5030 L -50 Area Cut 0.00 Area Fill 9.08 0 323+50 0 323+00 0 322+50 0 322+00 Computer File Information Creation Date: 01-20-04 Initials: JMH Last Modification Date: 01 -20-04 Initials: JMH Full Path: I:\02181\Acad\Final Trail Design\HormonyNorth\Sheet Drawing File Name: Xsection.dwg Acad Ver. 2000i Scale: 1 "=20' Units: ENGLISH 0 -' 5030 50 Volume Cut 2.04 Volume Fill 24.99 5040 J 5030 50 Volume Cut 4.12 Volume Fill 24.58 5040 J 5030 50 Volume Cut Volume Fill 4.12 8.76 5040 -J 5030 50 Volume Cut 2.38 Volume Fill 8.74 ndex of Revisions 5040 5030 -50 Area Cut 18.11 Area Fill 0.00 5040 5030 L -50 Area Cut 23.31 Area Fill 0.00 5040 5030 L -50 Area Cut 15.50 Area Fill 0.01 5040 5030 L -50 Area Cut 4.87 Area Fill 0.91 City of Fort Collins 0 325+50 0 325+00 0 5040 5030 50 Volume Cut : 38.35 Volume Fill : 0.00 -�+ LT,- =; II I 5040 J 5030 50 Volume Cut 35.93 Volume Fill 0.01 5040 J 5030 50 324+50 Volume Cut : 18.86 Volume Fill 0.85 0 324+00 5040 5030 50 Volume Cut 6.55 Volume Fill 1.60 5040 5030 L -50 Area Cut 7.47 Area Fill 0.07 5030 -50 Area Cut 11.13 Area Fill 0.00 As Constructed CITY OF FORT COLLINS No Revisions: -_-� - - I -� F - - I- - - -- Revised: Void: 0 326+50 0 326+00 5040 5030 50 Volume Cut 17.21 Volume Fill 0.07 5040 J 5030 50 Volume Cut : 27.07 Volume Fill : 0.00 MA FELSBURG4HOLT & ULLEVIG MASON STREET/HARMONY ROAD/ Project No./Code SPRING CREEK BIKE/PEDESTRIAN CROSS SECTIONS Designer: MRH Detailer: JMH Sheet Subset: XSECTION Subset Sheets: XS-18 of 34 Sheet Number C1 - 297 5040 5030 - -50 Area Cut 0.00 Area Fill: 15.76 10711111 5030 L -50 Area Cut 0.00 Area Fill: 18.32 5040 5030 �- -50 Area Cut Area Fill: 5040 5030 L -50 Area Cut Area Fill: 0 5040 J 5030 50 401 +50 Volume Cut : 0.00 Volume Fill: 31.56 L 5040 J 5030 50 401 +00 Volume Cut : 0.00 Volume Fill: 22.18 0 0.00 400+50 Volume Cut 5.63 Volume Fill 0 3•79 400+ 15 Volume Cut 0.18 Volume Fill Computer File Information Creation Date: 01 -20-04 Initials: JMH Last Modification Date: 01 -20-04 Initials: JMH 0 Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Drawing File Name: Xsection.dwg 0 Acad Ver. 20001 Scale: 1 "=20' Units: ENGLISH 5040 J 5030 50 2.44 3.74 5040 J 5030 50 ndex of Revisions 5040 5030 L -50 Area Cut Area Fi I I: 5040 5030 L -50 0.16 2.63 Area Cut 0.00 Area Fill: 17.66 5040 5030 -50 Area Cut 0.00 Area Fill: 18.49 5040 5030 -50 Area Cut 0.00 Area Fill: 21.81 City of Fort Collins 5040 ' ' 5030 0 50 403+50 Volume Cut : 0.15 Volume Fill: 18.79 5040 5030 0 50 403+00 Volume Cut : 0.00 Volume Fill: 33.47 5040 5030 0 50 402+50 Volume Cut : 0.00 Volume Fill: 37.31 5040 5030 0 50 402+00 Volume Cut : 0.00 Volume Fill: 34.79 5040 5030 -50 Area Cut Area Fill: 5040 5030 L -50 Area Cut Area Fill: t.1•=•1M 5030 -50 Area Cut Area Fill: 5040 5030 L -50 Area Cut Area Fill: As Constructed CITY OF FORT COLLINS No Revisions: IF I _ - - Revised: Void: 0 6.74 405+50 Volume Cut 0.00 Volume Fill 0 7.97 405+00 Volume Cut 0.00 Volume Fill 0 2.23 404+50 Volume Cut 0.18 Volume Fil 0 0.84 404+00 Volume Cut 0.45 Volume Fil l -' 5030 50 13.62 0.00 5040 -' 5030 50 9.44 0.16 5040 5030 50 5040 J 5030 50 0.93 2.86 p'A FELSBURG rIHOLT & ULLEVIG MASON STREET/HARMONY ROAD/ Project No./Code SPRING CREEK BIKE/PEDESTRIAN CROSS SECTIONS Designer: MRH Detailer: JMH Sheet Subset: XSECTION Subset Sheets: XS-19 of 34 Sheet Number 1 1 2 o - 297 5040 5030 L -50 Area Cut Area Fill: 5040 5030 -50 Area Cut Area Fill: 5040 5030 0 50 407+50 Volume Cut : 13.45 Volume Fill: 0.01 0 5.93 407+00 Volume Cut 0.02 Volume Fil 5040 J 5030 50 A W 5040 5030 ' -50 Area Cut Area Fill: 101M 5030 -50 Area Cut Area Fill: • s• 5040 5030 0 50 409+50 Volume Cut : 11.71 Volume Fill: 0.00 5040 ' 5030 0 50 409+00 Volume Cut : 10.57 Volume Fill: 0.01 MIMI= 5030 L -50 Area Cut Area Fill: 1Z1HIM 5030 -50 Area Cut Area Fill: 0 1.08 41 1 +50 Volume Cut 1.13 Volume Fil 5040 J 5030 50 5.07 1.29 5040 1 ' 5030 0 50 4.40 41 1 +00 Volume Cut 6.91 0.25 Volume Fill: 0.49 5040 5040 5040 5040 5040 5040 5030 5030 5030 5030 5030 5030 -50 0 50 -50 0 50 -50 0 50 Area Cut 4.66 406+50 Volume Cut : 7.94 Area Cut 5.43 408+50 Volume Cut : 11.17 Area Cut 3.06 410+50 Volume Cut : 8.79 Area Fill: 0.07 Volume Fill: 0.18 Area Fill: 0.01 Volume Fill: 0.01 Area Fill: 0.27 Volume Fill: 0.30 5040 5030 ' -50 Area Cut Area Fi I I: 5040 ' 5030 0 50 3.92 406+00 Volume Cut 0.12 Volume Fill • 0 r 5040 5030 ' -50 Area Cut Area Fill: AMC 5030 0 50 408+00 Volume Cut : 14.11 Volume Fill: 0.00 5040 5030 -50 Area Cut Area Fill: 0 6.43 410+00 Volume Cut 0.05 Volume Fil 5040 J 5030 50 12.12 0.05 PFELSBURG rl HOLT & ULLEVIG Computer File Information O O Index of Revisions _ CITY OF FORT COLLINS -_ i - -, F-t - -- - City of Fort Collins As Constructed MASON STREET/HARMONY ROAD/ SPRING CREEK BIKE/PEDESTRIAN CROSS SECTIONS Project No./Code Creation Date: 01-20-04 Initials: JMH No Revisions: Last Modification Date: 01-20-04 Initials: JMH Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Revised: Designer: MRH Drawing File Name: Xsection.dwg Detailer: JMH Void: Sheet Number 1 1 3 Acad Ver. 2000i Scale: 1 "=20' Units: ENGLISH Sheet Subset: XSECTION Subset Sheets: XS-20 of 34 C1 - 291 ti N 5040 5030 '- -50 Area Cut Area Fill: 5040 5030 -50 Area Cut Area Fill: 5040 0 0.62 413+50 Volume Cut 1.93 Volume Fill 0 0.23 413+00 Volume Cut 4.03 Volume Fil 5040 J 5030 50 0.79 5.52 5040 5030 50 0.57 8.27 5040 WIMM011111111111 5030 �- -50 Area Cut Area Fill: 5040 5030 L -50 Area Cut Area Fill: 5040 0 3.53 415+50 Volume Cut 0.14 Volume Fil 0 2.11 415+00 Volume Cut 0.35 Volume Fill 1111111111=4 mm 5030 50 5.22 0.45 5040 5040 5030 J 5030 50 4.00 0.63 5040 5020 -50 Area Cut Area Fi I I: 5040 0 0.00 416+90 Volume Cut 6.15 Volume Fill 5030 5030 5030 5030 5030 -50 0 50 -50 0 50 -50 0 Area Cut 0.38 412+50 Volume Cut : 0.53 Area Cut 2.22 414+50 Volume Cut : 5.29 Area Cut 0.57 41 6+50 Volume Cut Area Fill: 4.90 Volume Fill: 8.22 Area Fill: 0.33 Volume Fill: 0.52 Area Fill: 0.63 Volume Fill 5040 5030 L -50 Area Cut Area Fill: 0 0.19 412+00 Volume Cut 3.97 Volume Fill Computer File Information Creation Date: 01 -20-04 Initials: JMH 0 Last Modification Date: 01-20-04 Initials: JMH 0 Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Drawing File Name: Xsection.dwg Acad Ver. 2000i Scale: 1 "-20' Units: ENGLISH 5040 J 5030 50 1.17 4.73 index of Revisions 5040 5030 L -50 Area Cut Area Fill: 0 3.50 414+00 Volume Cut 0.23 Volume Fil City of Fort Collins 5040 -' 5030 50 3.82 2.00 •1101111111111 5030 L -50 Area Cut Area Fill: As Constructed CITY OF FORT COLLINS No Revisions: F- 1 I I F- - F - 1 " 11 FT i -- . Revised: Void: 0 4.52 416+00 Volume Cut 0.06 Volume Fil 5040 5030 -J 5020 50 0.42 5.02 5040 5030 50 4.72 0.64 5040 J 5030 50 7.46 0.18 NFELSBURG ro HOLT & ULLEVIG MASON STREET/HARMONY ROAD/ Project No./Code SPRING CREEK BIKE/PEDESTRIAN CROSS SECTIONS Designer: MRH Detailer: J M H Sheet Subset: XSECTION Subset Sheets: XS-21 of 34 Sheet Number 1 1 4 Cis 5040 5030 5020 ' -50 Area Cut 0.00 Area Fill: 42.17 f.7iIIIM 5030 5020 ' -50 Area Cut 0.00 Area Fill: 55.59 5040 5030 5040 5030 ' ' 5020 0 50 418+50 Volume Cut : 0.00 Volume Fill: 90.52 5040 5030 ' ' 5020 0 50 418+00 Volume Cut : 0.00 Volume Fill: 59.86 5040 1Z1x� 5020 '- -50 Area Cut Area Fi I I: 5040 5030 5020 ' -50 Area Cut 0.00 Area Fill: 10.08 5040 5040 5030 5030 5040 5020 0 50 420+00 Volume Cut : 0.17 Volume Fill: 14.87 5040 5030 ' ' 5020 0 50 419+50 Volume Cut : 0.00 Volume Fill: 32.66 5040 5030 5040 5030 5020 ' -50 Area Cut Area Fill: 5040 5030 5020 ' -50 Area Cut Area Fill: 5040 5030 0 2.77 421 +50 volume Cut 5.23 Volume Fil 0 5.94 421 +00 Volume Cut 1.42 Volume Fil 5040 5030 J 5020 50 8.07 6.15 5040 5030 -J 5020 50 6.97 2.08 5040 5030 5020 1 1 1 5020 5020 l 1 1 5020 5020 ' ' ' 5020 -50 0 50 -50 0 50 -50 0 50 Area Cut 0.00 417+52 Volume Cut : 0.00 Area Cut 0.00 419+00 Volume Cut : 0.00 Area Cut 1.59 420+50 Volume Cut : 1.64 Area Fill: 11.95 Volume Fill: 0.00 Area Fill: 25.19 Volume Fill: 62.37 Area Fill: 0.84 Volume Fill: 6.31 INFELSBURG IHOLT & ULLEVIG Computer File Information Index of Revisions _ As Constructed MASON STREET/HARMONY ROAD/ Project No./Code Creation Date: 01-20-04 Initials: JMH 0 CITY OF FORT COLLINS SPRING CREEK BIKE/PEDESTRIAN Last Modification Date: 01-20-04 Initials: JMH L No Revisions: CROSS SECTIONS Full Path: 1:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet _ - T Designer: MRH Revised: Detailer: JMH Drawing File Name: Xsection.dwg 0 City of Fort Collins Acad Ver. 20001 Scale: 1 "=20' Units: ENGLISH Void: Sheet Subset: XSECTION Subset Sheets: XS-22 of 34 Sheet Number 1 1 5 c1 - 291 06101M 5020 L -50 Area Cut Area Fi I I: 5030 5020 L -50 Area Cut Area Fill: 5030 5020 L -50 Area Cut Area Fill: Il1 5020 ' -50 Area Cut Area Fill: 5030 5020 0 50 1.50 423+50 Volume Cut 2.67 Volume Fill 3.08 4.29 5030 5020 0 50 1.83 423+00 Volume Cut 1.96 Volume Fill 0 3.12 422+50 Volume Cut 1.83 Volume Fil 4.58 3.51 5030 J 5020 50 3.76 6.16 5030 5020 0 50 0.95 422+00 Volume Cut 4.82 Volume Fill 3.45 9.31 lell 5020 -50 Area Cut Area Fill: 1Z1xi1M 5020 L -50 Area Cut Area Fill: 5030 5020 L -50 Area Cut Area Fill: 5030 5020 L -50 Area Cut Area Fill: 0 5.20 425+ 14 0.04 -' 5020 50 Volume Cut : 2.15 Volume Fill: 0.23 0 3.21 425+00 Volume Cut 0.86 Volume Fil 0 3.53 424+50 Volume Cut 0.63 Volume Fil 0 1.17 424+00 Volume Cut 3.19 Volume Fil J 5020 50 6.25 1.38 5030 J 5020 50 4.36 3.54 5030 J 5020 50 2.47 5.42 PFELSBURG r4HOLT & ULLEVIG Computer File Information Index of Revisions As Constructed MASON STREET/HARMONY ROAD/ Project No./Code Creation Date: 01-20-04 Initials: JMH 0 _ _ SPRING CREEK BIKE/PEDESTRIAN 0 CITY of FORT COLLINS 1 1 F F _ FI „ No Revisions: CROSS SECTIONS Last Modification Date: 01-20-04 Initials: JMH = F Revised: Designer: MRH Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Drawing File Name: Xsection.dwg - City of Fort Collins Detailer: JMH 1 16 [Void- Acad Ver. 2000i Scale: 1 "=20' Units: ENGLISH Sheet Subset: XSECTION Subset Sheets: XS-23 of 34 Sheet Number c1 - 29? 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EACH END OF ABUTMENT) 0 o Z O —0 EL. 5036.83 10" ■ q ABUT. & (� BRIDGE ABOVE BEARING SEAT BELOW BEARING SEAT FOOTING BELOW- #4 @ 1 #5 i @ 8" TROUTMAN CONNECTION C HORIZ. CONTROL LINE B.F. OF ABUTMENT #5 @ 8„ o J B m 7 A m O C U • N Z 90°00' 00" Q _ N 2� ■ 2-3/4"0 ANCHOR RODS (A307) TYP. ■ m q BRG. ABUT. 1 g STA. 1 1 +35.99 FRONT FACE q OF ABUTMENT 7' -4" 7' -4" ■ CONTRACTOR SHALL VERIFY ANCHOR BOLT SIZE, LOCATIONS, AND DIMENSIONS WITH PREFABRICATED BRIDGE MANUFACTURER ABUTMENT 1 PLAN CL ABUT. & q BRIDGE / -4 -4 WINGWALL TOP OF of a_ 1 -4' BEYOND (TYP.) BACK " ABUTMENT LO WALL .-. _z a_ __ ■ BEARING SEAT ■� "0 ■ 2-3/4 ANCHOR RODS (A307) TYP. ABUTMENT 1 ELEVATION Computer File Information Creation Date: 02/03/04 Initials: WJM Last Modification Date: 06/30/04 Initials: PRH Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet 0 Drawing File Name: B02181 ABT01 .dwg 0 Acad Ver. 2000i Scale: VARIES Units: ENGLISH 0 index of Revisions TOP OF WINGWALL EL. 5039.97 TOP OF FOOTING, BOTTOM OF WINGWALL EL. 5034,04 ABUT. & (� BRIDGE ABOVE BEARING SEAT BELOW BEARING SEAT FOOTING BELOW— TROUTMAN CONNECTION HORIZ. CONTROL LINE B.F. OF ABUTMENT #5 x 7' —2" @ 1 ' —0" EACH FACE IN WINGWALL (TYP.) 90000, 00" 0) _ ■ 2-3/4 ANCHOR 0 RODS (A307) TYP. ■ 4 @ 1 ' -0 BRG. ABUT. 2 g STA. 11 +62.48 ■ 7 '/2 ' A FRONT FACE OF ABUTMENT 7'-4" 7'-4" City of Fort Collins ■ CONTRACTOR SHALL VERIFY ANCHOR BOLT SIZE, LOCATIONS, AND DIMENSIONS WITH PREFABRICATED BRIDGE MANUFACTURER ABUTMENT 2 PLAN ABUT. & q BRIDGE ABUTMENT 2 ELEVATION CITY OF FORT COLLINS F As Constructed No Revisions: Revised: Void: #4',. @ 1'-0", TYP. EACH END OF ABUTMENT # WINGWALL 10" @ 1'-0" -0" —0" -INISHED �FA r TYPICAL WINGWALL SECTION AT ABUTMENT 1 2'-2" 1 ' -4" loll EL. 5040.83 @ ABUT. 1 SETTING PLATE EL. 5040.54 @ABUT. 2 PROVIDED BY PREFABRICATED � ANCHOR BOLT GROUP/CAISSONS /2" x 2" 9" 7" COMPRESSED JOINT BRIDGE MANUFACTURER CONCRETE MATERIAL TRAIL 1i2" EXPANSION PAVEMENT JOINT MATERIAL I (TYP.) ■ #4 @ 1 ' —0" #4 EDGE ANGLE, SEE @ 1 ' —0" JOINT COVER PLATE F.F. OF DETAIL ON SHEET B-2 ABUTMENT 5—#5 CONT. #5 L @ 1 ' —O„ #4 CONT. @ 1 ' —0" EACH FACE #4 B.F. OF ABUTMENT @ 1 ' —0" ci-J c� #4 @ 1 ' —0" EACH WAY 0 .#4 @ 6" EACH WAY, TOP AND BOTTOM ABUTMENT 1 AND 2 SECTION BA MASON STREET/HARMONY ROAD/ SPRING CREEK BIKE/PEDESTRIAN PEDESTRIAN BRIDGE 1 ABUTMENTS Designer: B. MARCATO Detailer: P. HELM NAFELSBURG rVOLT& ULLEVIG Project No./Code Sheet Subset: BRIDGE Subset Sheets: B-3 of 101 Sheet Number C1 - 297 5030 5020 L -50 Area Cut Area Fill: WHOM= 5010 L -50 Area Cut Area Fill: 471 5020 -50 Area Cut Area Fill: 5030 5020 0 50 5.88 513+50 Volume Cut 0.00 Volume Fill 6.06 0.57 0 513+00 11.05 0.53 5030 5020 J 5010 50 Volume Cut 12.31 Volume Fill: 0.74 0 7.24 512+50 Volume Cut 0.22 Volume Fil 5030 J 5020 50 10.20 0.48 5030 5020 5010 �- -50 Area Cut Area Fill: 5030 5020 5010 -50 Area Cut Area Fill: 5020 5010 L -50 Area Cut Area Fill: 1.35 8.82 5030 5020 5010 0 50 515+00 Volume Cut : 3.15 Volume Fill: 10.32 0 2.05 514+50 Volume Cut 2.33 Volume Fil 5030 5020 5010 L -50 Area Cut 1.23 Area Fill: 12.00 5030 5030 5020 5020 J 5010 50 0 3.55 514+00 Volume Cut 1.44 Volume Fill 5.19 3.48 �7i7►Ii7 J 5010 50 8.73 1.33 5010 -50 Area Cut 1.28 Area Fill: 16.18 5030 5020 5010 -50 Area Cut 1.34 Area Fill: 11.19 5030 5020 5010 0 50 51 6+50 Volume Cut : 2.33 Volume Fill: 26.08 5030 5020 ' 5010 0 50 51 6+00 Volume Cut : 2.43 Volume Fill: 25.34 5030 5020 5010 0 50 515+50 Volume Cut : 2.49 Volume Fill: 18.53 PFELSBURG rIHOLT & ULLEVIG Computer File Information 0 0 0 O Index of Revisions CITY OF FORT COLLINS F _ City of Fort Collins As Constructed MASON STREET/HARMONY ROAD/ SPRING CREEK BIKE/PEDESTRIAN CROSS SECTIONS Project No./Code Creation Date: 01-20-04 Initials: JMH No Revisions: Last Modification Date: 01 -20-04 Initials: JMH Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Revised: Designer: MRH Drawing File Name: Xsection.dwg Detailer: JMH Void: Sheet Number 1 1 9 Acad Ver. 20001 Scale: 1 "=20' Units: ENGLISH Sheet Subset: XSECTION Subset Sheets: XS-26 of 34 Su C1 - 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City of Fort Collins As Constructed MASON STREET/HARMONY ROAD/ SPRING CREEK BIKE/PEDESTRIAN CROSS SECTIONS Project No./Code Creation Date: 01-20-04 Initials: JMH No Revisions: Last Modification Date: 01-20-04 Initials: JMH Full Path: 1:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Revised: Designer: MRH Drawing File Name: Xsection.dwg Detailer: JMH Void: Sheet Number 20 Acad Ver. 2000i Scale: 1 "=20' Units: ENGLISH Sheet Subset: XSECTION Subset Sheets: XS-27 of 34 C1 - 297 N C N 5030 5020 5010 '- -50 Area Cut Area Fill: 5030 1'PYZ11M 5010 -50 10.24 3.11 Area Cut 2.16 Area Fill: 11.35 5030 5020 5010 -50 Area Cut 8.54 Area Fill: 15.25 5030 5020 5010 0 50 522+50 Volume Cut : 11.49 Volume Fill: 13.39 0 522+00 61TWIGM 5010 �- -50 Area Cut 1.31 Area Fill: 20.66 5030 5030 5020 5020 -J 5010 50 Volume Cut 9.91 Volume Fill: 24.62 5010 '- -50 Area Cut 1,33 Area Fill: 44.48 5030 5030 5020 5020 J 5010 50 521 +50 Volume Cut 10.66 Volume Fill: 58.23 5010 '- -50 Area Cut 1.37 Area Fill: 38.09 5020 5010 0 50 524+00 Volume Cut : 2.44 Volume Fill: 60.32 5030 5020 5010 0 50 523+50 Volume Cut : 2.50 Volume Fill: 76.45 5030 5020 5010 0 50 523+00 Volume Cut : 10.75 Volume Fill: 38.15 5010 �- -50 Area Cut Area Fill: 5010 L -50 Area Cut 1.39 Area Fill: 12.50 "low 5010 L -50 Area Cut 1.34 Area Fill: 20.84 5020 5010 L -50 Area Cut 1.27 Area Fill: 23.53 0 526+00 5020 -J 5010 50 Volume Cut 3.91 Volume Fill: 17.01 5020 5010 0 50 525+50 Volume Cut : 2.53 Volume Fill: 30.87 5020 1 5010 0 50 525+00 Volume Cut : 2.42 Volume Fill: 41.08 5020 5010 0 50 524+50 Volume Cut : 2.39 Volume Fill: 40.92 "IFELSBURG HOLT & ULLEVIG Computer File Information O 0 O Index of Revisions _ CITY OF FORT COLLINS _= L - - - City of Fort Collins As Constructed MASON STREET/HARMONY ROAD/ SPRING CREEK BIKE/PEDESTRIAN CROSS SECTIONS Project No./Code Creation Date: 01-20-04 Initials: JMH No Revisions: Last Modification Date: 01-20-04 Initials: JMH Full Path: 1:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Revised: Designer: MRH Drawing File Name: Xsection.dwg Detailer: JMH Void: Sheet Number 121 Acad Ver. 20001 Scale: 1 "=20' Units: ENGLISH Sheet Subset: XSECTION Subset Sheets: XS-28 of 34 91 29T 5020 5010 5000 L -50 Area Cut 1.33 Area Fill: 12.82 5020 5010 5000 L -50 Area Cut Area Fill: 5010 L -50 1.58 7.59 Area Cut 1.58 Area Fill: 6.30 5020 5010 5000 0 50 527+50 Volume Cut : 2.69 Volume Fill: 18.90 ' 5000 0 50 527+00 Volume Cut : 2.92 Volume Fill: 12.86 5020 5010 0 50 526+50 Volume Cut : 4.08 Volume Fill: 11.28 5010 5000 L -50 Area Cut Area Fill: 5020 5010 5000 L -50 Area Cut Area Fill: 5020 5010 5000 -50 0 4.59 529+00 Volume Cut 0.18 Volume Fil 1.39 6.65 Area Cut 1.36 Area Fill: 12.52 5010 5000 50 5.54 6.32 5020 5010 5000 0 50 528+50 Volume Cut : 2.54 Volume Fill: 17.74 5020 5010 5000 4990 L -50 Area Cut Area Fill: 157!16� 5000 L -50 Area Cut Area Fi I I: 5010 5000 �- -50 Area Cut Area Fill: 5010 5010 5000 0 50 528+00 Volume Cut : 2.49 Volume Fill: 23.46 5000 -50 Area Cut Area Fill: 0 6.78 531 +00 Volume Cut 0.00 Volume Fil 0 10.94 530+50 Volume Cut 0.00 Volume Fil 5010 IIIIIIIIIIIII1.7e fill J 4990 50 16,41 0.00 5010 J 5000 50 0 16.29 530+00 Volume Cut 0.00 Volume Fill 0 11.46 529+50 Volume Cut 0.00 Volume Fil 25.21 0.00 M'Y6JEO J 5000 50 25.69 0.00 MY11LI J 5000 50 14.86 0.16 PFELSBURG �� HOLT & ULLEVIG Computer File Information Index of Revisions As Constructed MASON STREET/HARMONY ROAD/ Project No./Code Creation Date: 01-20-04 Initials: JMH O _ SPRING CREEK BIKE/PEDESTRIAN CITY OF FORT COLLINS -1 1 - _F -f r No Revisions: CROSS SECTIONS 0 Last Modification Date: 01 -20-04 Initials: JMH - - - F Revised: Desi ner: g MRH Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Drawing File Name: Xsection.dwg -- City of Fort Collins Detailer: JMH 122 Acad Ver. 2000i Scale: 1 '=20' Units: ENGLISH O Void: Sheet Subset: XSECTION Subset Sheets: XS-29 of 34 Sheet Number C1 - 297 w ti 5010 5000 IBM —50 Area Cut 8.20 Area Fill: 0.00 5010 5000 • • , _T H TF__ , C 531 +52 C 50 Volume Cut Volume Fill: 50 5010 5000 I= 0.51 0.00 5010 5000 ISM Area Cut 9.06 531 +50 Volume Cut : 14.67 Area Fill: 0.00 Volume Fill: 0.00 Computer File Information Creation Date: 01 —20-04 Initials: JMH Last Modification Date: 01 —20-04 Initials: JMH Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Drawing File Name: Xsection.dwg Acad Ver. 2000i Scale: 1 "=20' Units: ENGLISH index of Revisions City of Fort Collins CITY OF FORT COLLINS -iI---LL - -r- L li-I- F FT I I F - r - - -- _ As Constructed No Revisions: Revised: me MASON STREET/HARMONY ROAD SPRING CREEK BIKE/PEDESTRIA CROSS SECTIONS Designer: MRH Detailer: J M H pFELSBURG rIHOLT & ULLEVIG Project No./Code Sheet Subset: XSECTION Subset Sheets: XS-30 of 34 1 Sheet Number 1231 C1 - 297 h 5010 5000 4990 L —50 Area Cut Area Fill: 5010 5000 4990 L —50 Area Cut Area Fill: 5010 5000 4990 L —50 Area Cut Area Fill: 0 1.92 532+50 Volume Cut 0.86 Volume Fil 0 11.17 532+00 Volume Cut 0.00 Volume Fil 0 9.29 531 +87 Volume Cut 0.00 Volume Fil EZ�II� J 4990 50 12.13 0.79 5010 5000 J 4990 50 5010 5000 J 4990 50 5010 5000 ...�1111 4980 L —50 Area Cut Area Fill: 5010 5000 4990 L —50 Area Cut Area Fill: 5010 5000 4990 L —50 Area Cut Area Fill: 5000 4980 0 50 1.70 534+00 Volume Cut 3.02 Volume Fill 0 3.13 533+50 Volume Cut 1.31 Volume Fil 0 2.10 533+00 Volume Cut 1.12 Volume Fil 4.47 4.01 5010 5000 —' 4990 50 4.85 2.25 5010 5000 J 4990 50 3.73 1.83 5000 4980 L —50 Area Cut Area Fill: -_- _F_ FF-1 -r IL_ 0 6.04 534+34 Volume Cut 0.06 Volume Fil 5010 J 4980 50 4.88 1.94 FELSBURG Xp IHOLT & ULLEVIG Computer File Information O 0 0 Index of Revisions _ CITY OF FORT COLLINS =_ i r- _-i ELL L II City of Fort Collins As Constructed MASON STREET/HARMONY ROAD/ SPRING CREEK BIKE/PEDESTRIAN CROSS SECTIONS Project No./Code Creation Date: 01-20-04 Initials: JMH No Revisions: Last Modification Date: 01-20-04 Initials: JMH Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Revised: Designer: MRH Drawing File Name: Xsection.dwg Detailer: JMH Fy oid: Sheet Number 124 Acad Ver. 20001 Scale: 1 "=20' Units: ENGLISH Sheet Subset: XSECTION Subset Sheets: XS-31 of 34 C1 297 ti 014 N 1 r V w 5050 5040 5030 L —50 Area Cut 60.77 Area Fill: 0.00 5050 5040 5030 —50 Area Cut 11.76 Area Fill: 0.00 5050 5040 5030 L —50 Area Cut Area Fill: 0 1 1 +00 0 50 Volume Cut Volume Fill 5050 5040 5030 67.16 0.00 5050 5040 J 5030 50 10+50 Volume Cut Volume Fill 0 2.07 0.00 5050 5040 J 5030 50 10+44 Volume Cut Volume Fill 5050 5040 L —50 Area Cut 15.13 Area Fill: 0.00 IS 1 1 +34 50 Volume Cut Volume Fill 67MV `H 0 07 47.79 0.00 PFELSBURG rIHOLT & ULLEVIG Computer File Information Index of Revisions As Constructed MASON STREET/HARMONY ROAD/ Project No./Code Creation Date: 01-20-04 Initials: JMH O CITY OF FORT COLLINS SPRING CREEK BIKE/PEDESTRIAN Last Modification Date: 01-20-04 Initials: JMH 1 L,`L _F__ D I No Revisions: CROSS SECTIONS Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet = F , . - _ __ - _ _ i —_ Revised: Designer: MRH Drawing File Name: Xsection.dwg - Detailer: JMH O City of Fort Collins Void: Sheet Number 125 Acad Ver. 2000i Scale: 1 "=20' Units: ENGLISH Sheet Subset: XSECTION Subset Sheets: XS-32 of 34 C1 - 297 U a N 5040 5030 ' —50 Area Cut Area Fill: 5050 5040 5030 L —50 Area Cut Area Fill: 5050 5040 5030 L- -50 0.00 25.97 1l.I•i'L11 J 5030 50 31 +00 Volume Cut 5.91 Volume Fill: 24.04 L 5050 5040 J 5030 50 30+50 Volume Cut : 2.41 Volume Fill: 0.30 I 5050 5040 J 5030 50 5030 L —50 0 5040 J 5030 50 Area Cut 3.80 30+37 Volume Cut : 0.00 Area Cut 0.00 31 +42 Volume Cut : 0.00 Area Fill: 1.26 Volume Fill: 0.00 Area Fill: 7.49 Volume Fill: 26.10 PFELSBURG rIHOLT & ULLEVIG Computer File Information Index of Revisions As Constructed MASON STREET/HARMONY ROAD/ Project No./Code Creation Date: 01-20-04 Initials: JMH O CITY OF FORT COLLINS SPRING CREEK BIKE/PEDESTRIAN Last Modification Date: 01-20-04 Initials: JMH i F F- _ i No Revisions: CROSS SECTIONS Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet -F Revised: Designer: MRH Drawing File Name: Xsection.dwg City of Fort Collins Detailer: JMH Acad Ver. 2000i Scale: 1 "=20' Units: ENGLISH Void: Sheet Subset: XSECTION Subset Sheets: XS-33 of 34 Sheet Number 126 C1 - 297 v 5050 5040 5030 ' —50 Area Cut Area Fill: 5040 5030 —50 Area Cut Area Fill: N7•167•M 17•I 5030 ' —50 Area Cut Area Fill: 0.00 32.23 0.00 21.96 6.30 0.00 0 5050 5040 J 5030 50 41 +00 Volume Cut : 0.00 Volume Fill: 50.17 I J 5030 50 40+50 Volume Cut : 4.78 Volume Fill: 16.67 0 5050 5040 J 5030 50 40+09 Volume Cut Volume Fill Computer File Information Creation Date: 01 —20-04 Initials: JMH 0 Last Modification Date: 01 —20-04 Initials: JMH Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Drawing File Name: Xsection.dwg Acad Ver. 2000i Scale: 1 "=20' Units: ENGLISH ndex of Revisions 5050 5040 5030 '- -50 Area Cut Area Fill: City of Fort Collins 0 710111 J 5030 50 41 +04 Volume Cut : 0.00 Volume Fill: 4.51 CITY OF FORT COLLINS As Constructed No Revisions: Revised: Void: MASON STREET/HARMONY ROAD SPRING CREEK BIKE/PEDESTRIA CROSS SECTIONS Designer: MRH Detailer: J M H P'A FELSBURG rIHOLT & ULLEVIG Project No./Code Sheet Subset: XSECTION Subset Sheets: XS-34 of 34 1 Sheet Number 127 C1 - 297 TABULATION OF TRAIL SIGNAGE - FOR INFORMATION ONLY 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 U2 I P2 I P 1 2 3 4 5 6 7 8 CLASS I CLASS II CLASS III INCHES EACH EACH EACH EACH EACH EACH FEET LINEAR FEET 1 SPECIAL 200+20 12X18 GREEN 1 9 9 1.5 2 SPECIAL 200+20 12X6 GREEN .5 3 SPECIAL 200+35 12X18 GREEN 1 10.5 10.5 1.5 4 SPECIAL 200+35 12X6 GREEN .5 5 SPECIAL 200+35 12X18 GREEN 1.5 6 R5-3 200+25 24X24 WHITE 1 10.5 10.5 4 7 SPECIAL 200+25 18X18 WHITE 2.25 8 SPECIAL 200+25 12X18 GREEN 1 9 9 1.5 9 SPECIAL 200+25 12X6 GREEN .5 10 SPECIAL 10+45 12X18 GREEN 1 8.5 8.5 1.5 11 SPECIAL 11+90 12X18 GREEN 1 10.5 10.5 1.5 12 SPECIAL 11 +90 12X6 GREEN .5 13 SPECIAL 11+90 18X18 WHITE 2.25 14 SPECIAL 218+15 12X18 GREEN 1 8.5 8.5 1.5 15 SPECIAL 217+80 12X18 GREEN 1 8.5 8.5 1.5 16 SPECIAL 20+25 12X18 GREEN 1 10.5 10.5 1.5 17 SPECIAL 20+25 12X6 GREEN .5 18 SPECIAL 20+25 18X18 WHITE 2.25 19 R5-3 252+35 24X24 WHITE 1 10.5 10.5 4 20 SPECIAL 252+35 18X18 WHITE 2.25 21 SPECIAL 252+56 12X18 GREEN 1 1 9 9 1.5 22 SPECIAL 252+56 12X6 GREEN .5 23 SPECIAL 252+56 12X18 GREEN 1.5 24 SPECIAL 252+56 12X6 GREEN •5 25 SPECIAL 252+35 12X18 GREEN 1 10.5 10.5 1.5 26 SPECIAL 252+35 12X6 GREEN .5 27 SPECIAL 252+35 12X18 GREEN 1.5 28 SPECIAL 252+52 12X18 GREEN 1 8.5 8.5 1.5 29 SPECIAL 300+15 12X18 GREEN 1 10.5 10.5 1.5 30 SPECIAL 300+15 12X6 GREEN •5 31 SPECIAL 300+15 12X18 GREEN 1.5 32 SPECIAL 300+15 12X18 GREEN 1.5 33 SPECIAL 300+15 12X6 GREEN •5 34 SPECIAL 300+20 12X18 GREEN 1 10.5 10.5 1.5 35 SPECIAL 300+20 12X6 GREEN •5 36 SPECIAL 300+20 12X18 GREEN 1.5 37 R5-3 300+15 24X24 WHITE 1 10.5 10.5 4 38 SPECIAL 300+15 18X18 WHITE 2.25 39 SPECIAL 31+30 12X18 GREEN 1 10.5 10.5 1.5 40 SPECIAL 31+30 12X6 GREEN •5 41 SPECIAL 31+30 18X18 WHITE 2.25 42 SPECIAL 306+80 12X18 GREEN 1 10.5 10.5 1.5 43 SPECIAL 306+80 12X6 GREEN •5 44 SPECIAL 306+80 18X18 WHITE 2.25 45 SPECIAL 40+85 12X18 GREEN 1 10.5 10.5 1.5 46 SPECIAL 40+85 12X6 GREEN •5 47 SPECIAL 40+85 18X18 WHITE 2.25 48 R5-3 326+35 24X24 WHITE 1 10.5 10.5 4 49 SPECIAL 326+35 18X18 WHITE 2.25 50 SPECIAL 326+35 12X18 GREEN 1 8.5 8.5 1.5 51 SPECIAL 326+48 12X18 GREEN 1 9 9 1.5 52 SPECIAL 326+48 12X6 GREEN •5 53 SPECIAL 326+48 12X18 GREEN 1.5 54 SPECIAL 326+48 12X6 GREEN •5 55 SPECIAL 400+25 12X18 GREEN 1 8.5 8.5 1.5 56 SPECIAL 400+20 12X18 GREEN 1 9 9 1.5 57 SPECIAL 400+20 12X6 GREEN •5 58 SPECIAL 400+20 12X18 GREEN 1.5 59 SPECIAL 400+20 12X6 GREEN •5 60 R5-3 400+25 24X24 WHITE 1 10.5 10.5 4 61 SPECIAL 400+25 18X18 WHITE 2.25 62 SPECIAL 425+20 12X18 GREEN 1 9 9 1.5 63 SPECIAL 425+20 12X6 GREEN •5 64 SPECIAL 425+20 12X18 GREEN 1.5 65 SPECIAL 425+20 12X6 GREEN •5 66 SPECIAL 425+15 12X18 GREEN 1 8.5 8.5 1.5 67 R5-3 425+15 24X24 WHITE 1 10.5 10.5 4 L.I oz Wz 10 rrnn V JJ Q Q LL nW z rn v J --j W mz I I I 1 0 0 U `J zzQ:� 0�O z� 0 (� v O c D� 0 Q U LL- zzz ULW z� 0 CD L- /n VJ M� W Pl.A FELSBURG HOLT & ULLEVIG Computer File Information Index of Revisions As Constructed MASON STREET/HARMONY ROAD/ Project No./Code Creation Date: 01/19/04 Initials: JAW O SPRING CREEK BIKE/PEDESTRIAN CITY OF FORT COLLINS No Revisions: Last Modification Date: 04/22/04 Initials: JAS 281 NORTH COLLEGE AVENUE TRAIL SIGNAGE & STRIPING TABULATIONS FORT COLLINS, CO 80522 Designer: BAS Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet O Phone: 970-221 -6605 Revised: Drawing File Name: LSS1 C0.dwg O FAX: 970-221 -6378 Detaller: JSP O Sheet Number Acad Ver. 2000i Scale: Units: ENGLISH City of Fort Collins Void: Sheet Subset: Plan Subset Sheets: LSS-1 of 6 �2F) j C1 - Ly! NO N 5045 5040 5035 5030 WI NGWALL BNSF RIGHT—OF—WAY B.F. ABUT. 1 B.F. ABUT. 1 • EL. 5040.96 TOP OF FOOTING EL. 5036.00 1 ' —03/6" P LAN 52' —03/a" 50' —0" PREFABRICATED 0 CAPACITY = 685 CFS STEEL TRUSS BRIDGE VERTICAL PICKETS SPACED (W.S. EL. = 5039.50) FOR MAX. GAP OF 4" F(PROVIDED BY BRIDGE MANUF.) tLL . FINISHED GRADE TOP OF FOOTING 5036.50 IRR = 80 CFS (W. (W.S. EL. = 5035.88) • EXISTING GROUND = CFS (W.S.S. EL.. =- = 5037.26) 250+50 250+75 251+00 LONGITUDINAL SECTION V FINISHED GRADE AT MASON TRAIL HORIZONTAL CONTROL LINE Computer File Information Creation Date: 01 /20/04 Initials: RAID Last Modification Date: 10/18/04 Initials: WJM Full Path: l:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Drawing File Name: B02181 GLA02.dwg 0 Acad Ver. 2000i Scale: VARIES Units: ENGLISH 0 FINISHED GRADE (MIN. CLEARANCE BENEATH BRIDGE = 6") index of Revisions City of Fort Collins 7' —0" 7' —0" BICYCLE RUB RAIL (TYP.) VERTICAL PICKETS SPACEDLl FOR MAX. GAP OF 4" STEEL TOE co PLATE (TYP.) c° 4" CAST —IN —PLACE CONCRETE DECK FLOOR BEAM C� BRIDGE & MASON TRAIL HORIZONTAL CONTROL LINE * 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 BRIDGE SECTION 4" MIN. C.I.P. CONCRETE DE, DECK FORK FLOOR BEAM F.F. OF A B.F. ABUT. 2 SEE SHT. B-8 FOR PED. RAILINGS 1 ' —03/6 ON WINGWALLS. RAILING NOT REQUIRED ON SOUTHWEST WINGWALL. B.F. ABUT. 2 TOP OF WINGWALLS V EL. 5040.54 EL. 5041.50 - -- - - 5045 LOW CHORD EL. = 503� CITY OF FORT COLLINS 5040 5035 5030 As Constructed No Revisions: Revised: Void: 1/4" X 6" ;ES @ 450 L 3x3x'/4 FOR LENGTH OF BACKWALL (TYP.) '/2 "x 4" HEADED ANCHOR STUD FIELD WELDED TO ANGLE, SPA. @ 12" (TYP.) TO BE PLACED DURING CONSTRUCTION OF BACKWALL F. OF ABUT. _....ING DETAILS PER PREFABRICATED BRIDGE MANUFACTURER JOINT COVER PLATE DETAIL NOTE: COVER PLATE SHALL BE SUPPLIED BY PREFABRICATED BRIDGE MANUFACTURER HORSETOOTH i ROAD NEW MERCER Y DITCH U Q F- o' z U) m PEDESTRIAN BRIDGE 3 KEYMAP MASON STREET/HARMONY ROAD/ SPRING CREEK BIKE/PEDESTRIAN PEDESTRIAN BRIDGE 3 GENERAL LAYOUT Designer: B. MARCATO Detailer: R. DILLON Sheet Subset: CULVERT I Subset Sheets: B-4 of 10 MAP FELSBURG rIHOLT & ULLEVIG Project No./Code Sheet Number 13 C1 - 297 TABULATION OF TRAIL SIGNAGE - FOR INFORMATION ONLY 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 U2 I P2 I P 1 2 3 4 5 6 7 8 CLASS I CLASS II CLASS III INCHES EACH EACH EACH EACH EACH EACH FEET LINEAR FEET 68 SPECIAL 425+15 1BX18 WHITE 2.25 69 R5-3 500+64 24X24 WHITE 1 12 12 4 70 SPECIAL 500+64 18X18 WHITE 2.25 71 SPECIAL 500+64 12X18 GREEN 1.5 72 SPECIAL 500+64 12X18 GREEN 1.5 73 SPECIAL 500+64 12X18 GREEN 1 9 9 1.5 74 SPECIAL 500+64 12X6 GREEN .5 75 SPECIAL 500+64 12X18 GREEN 1.5 76 SPECIAL 500+64 12X6 GREEN .5 77 SPECIAL 534+30 12X18 GREEN 1 9 9 1.5 78 SPECIAL 534+30 12X6 GREEN .5 79 SPECIAL 534+30 12X18 GREEN 1 10.5 10.5 1.5 80 SPECIAL 534+30 12X6 GREEN •5 81 SPECIAL 534+30 18X18 WHITE 2.25 82 SPECIAL 534+30 12X18 GREEN 1.5 83 SPECIAL 218+00 24X24 WHITE 4 84 SPECIAL 218+00 24X15 WHITE 2.5 85 SPECIAL 252+50 24X24 WHITE 4 86 SPECIAL 252+50 24X15 WHITE 2.5 87 SPECIAL 300+20 24X24 WHITE 4 88 SPECIAL 300+20 24X15 WHITE 2.5 89 SPECIAL 302+30 24X24 WHITE 4 90 SPECIAL 302+30 24X15 WHITE 2.5 91 SPECIAL 306+40 24X24 WHITE 4 92 SPECIAL 306+40 24X15 WHITE 2.5 93 SPECIAL 400+50 24X24 WHITE 4 94 SPECIAL 400+50 24X15 WHITE 2.5 95 SPECIAL 425+20 24X24 WHITE 4 96 SPECIAL 425+20 24X15 WHITE 2.5 97 SPECIAL 500+60 24X24 WHITE 4 98 SPECIAL 500+60 24X15 WHITE 2.5 TOTAL 32 1 312 1 312 11 179 TABULATION OF TRAIL STRIPING FOR INFORMATION ONLY LOCATION CENTER WHITE SOLID 4" WHITE DASHED 4 200+03 — 200+53 50 200+53 — 217+80 1727 217+80 — 218+20 40 218+20 — 247+00 2880 247+00 — 247+40 40 247+40 — 252+20 480 252+20 — 252+70 50 300+00 — 300+50 50 300+50 — 302+12 162 302+12 — 302+50 38 302+50 — 306+59 409 306+59 — 307+13 54 307+13 — 308+05 92 308+05 — 308+80 75 308+80 — 326+10 1730 326+10 — 326+60 50 400+00 — 400+50 50 400+50 — 424+75 2425 424+75 — 425+25 50 500+50 — 501+00 50 501+00 — 533+84 3284 533+84 — 534+34 50 TOTALS LINEAR FEET): 13189 647 TOTALS (GAL): 44 3 NOTES: *1. THESE SIGNS ARE DIMENSIONED AND LAID OUT TO REFERENCED MUTCD STANDARDS, BACKGROUND COLOR FOR THESE SIGNS DOES VARY FROM STANDARD. 2. COLOR "GREEN" AS NOTED HEREIN SHALL MATCH RAL COLOR 6004. **3. SIGNS LOCATED ALONG ROADWAYS SHALL BE MOUNTED PER STANDARD PLAN NO. S-614-1 4. ALL TRAIL SIGNING & STRIPING QUANTITIES FOR INFORMATION ONLY. NOT IN CONTRACT. CITY OF FORT COLLINS WILL PERFORM TRAIL STRIPING. 5. ALL STRIPING IS SOLID, EXCEPT AT INTERSECTIONS AS NOTED IN THE TABULATION OF TRAIL STRIPING. DASHED SEGMENTS OF STRIPING SHALL BE CENTERED IN THE INTERSECTION. CENTER STRIPING IN PAVEMENT. FOR INFORMATION ONLY SIGNING AND STRIPING BY THE CITY OF FORT - ALL TRAIL TO BE COLLINS NSTALLED PERSONNEL. FELSBURG HOLT & ULLEVIG Computer File Information Index of Revisions As Constructed MASON STREET/HARMONY ROAD/ Project No./Code Creation Date: 01/19/04 Initials: JAW O SPRING CREEK BIKE/PEDESTRIAN CITY OF FORT COLLINS No Revisions: Last Modification Date: 04/22/04 Initials: JAS 281 NORTH COLLEGE AVENUE TRAIL SIGNAGE & STRIPING TABULATIONS FORT COLLINS, CO 80522 Desi ner: BAS Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet O Phone: 970-221 —6605 Revised: g Drawing File Name: LSS101.dwg O FAX: 970-221-6378 Detailer: JSP Acad Ver. 2000i Scale: Units: ENGLISH ( City of Fort Collins Void: Sheet Number 2 Sheet Subset: Plan Subset Sheets: LSS-2 of 6 C.1 - ?qt I III � I I 1 I ( N�P ��L MTC T � `�'��'10� `� F tMIC MIS NEW SPECIAL COLD -__ / / 'f / l MTC TRAIL ARROW r/� ° Y16D 17 P18S NEW SP--___._ / MTC T 3 1 ~ 2 0 + 0 0 ME ARRO_� L fl D D a NEW SPECIAL _,,•.,r,-`_. "'" a MTC TRAIL NEW~'-____.___....._,__.._.__....._...,..__._..___.__._.m.. . -ARR6W-- 1=:,,�_:'at„d.C,rr"%^ ..L..'�i''_S.'^•.'w�y, T:s'`rrtJ'sF�'7`��"'.� ..«,._...... ry W ____`_._______. . "a-."-.-c-..'. NO MOTOR /-`'�_... - - - _ __--• - vf�-- --=- _ - - _—T - a .. tee. �:, - -ti MOTOR VEHICLES SC OOL a © N — 'T• •3.�'"i ®� ..try. ..,•.si. a�t1?�T 3'°`_ NEW ( I NEW SPECIAL :s MTC RAIL a NO MOTOR ue ,:--� ►-:_ ... •: T, •..-,.4, ,-- .T - . - - .,..-t.- - - - — s - _ _ _ -� _ -� :.._ �D D.._ ci... •.. :. ;: - ..i:z."��_._..._ �...�.:�•�. �--- _.T..,,.. ;.-�.. __ _ ��e,�,„;, VEHICLES I ARF OW p ° — — — — — -----' D p NEW SPECIAL �. ...:2 s'::� =:•„ ..; ''C? r.�,... . c,.T=-: ., .; r,T. =r.r . Y ELD TO PEDS O.'_"_'_..M• /�� ."""`.- '. '__'' f,,_;rcr..,�""a•'°..-' __._.._-5 �. _-r..-•tom .._ NEW SPECIAL \ r' / T�Q,TROUTMAN PK / TO TR011TMAN PARK ---.,_ 1 LOPEZ ELEFIENTA "__•-„ 1 L CAUIIQtI-.---.-- � ArTIVFTBE RAII ROAD---- \ NEW SPECIAL STAY_ - 201 +00 STATION 217+50 - +50 - 247+50 FOR INFORMATION ONLY - ALL TRAI L SIGNING AND STRIPING TO BE INSTALLED J L x � r BY THE CITY OE FORT COLLINS PERSONNEL. 0 20 40 FELSBURG I 1 (4 HOLT & SCALE: 1"=40' U LLE V I G Computer File Information Index of Revisions As Constructed MASON STREET/HARMONY ROAD/ Project No./Code Creation Date: 01/19/04 Initials: JAW OPRING CREEK BIKE/PEDESTRIAN CITY of FORT COLLINSCOAV NS No Revisions: PROPOSED SIGNING & STRIPING Last Modification Date: 04/22/04 Initials: JAS O 281 NORTH COLLEGE AVENUE FORT COLLINS, Co 80522 Designer: BAS Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet O Phone: 970-221 —6605 Revised: g Drawing File Name: LSS102 O FAX: 970-221-6378 Detailer: JSP Acad Ver. 2000i Scale: 1 "=20' Units: ENGLISH City of Fort Collins Void: Sheet Subset: Plan Subset Sheets: LSS-3 of 6 Sheet Number C1 - 291 mts To ` i 0 SPEC t TRAIL / I I ROW N SPECIAL AR SIV OFI YIELD TO PED I C TRAIL 3 4 41 a I ARROW N SPECIAL C TINTO OLLEGE AVE. _ cs / CTIVE RAIL PARK — __-----i- _ SP S A wb r.s• :::•:� �..� <:z'. 2-:;..T.. ,..•: .. •::� .r.:. OFF CKS NO �. �-w � 1.—�'a7 . .•4�i T.�"" •,� • :iT,�'.T•"T�il L�—•yam=,•,,� MOTO „ �`/ NO ;, , : = "= O S MOTOR - • • .--- O VEHICLES i + ■ N ©© V NEW I M C TRAIL( ��r�Am MOTOR I NO M RROW 2) NEW / VEHICLES I / 1 © 2® 0 M0T6� ( gV / NEW SPECIAL HICLES (, I _ SPECIAL 9 0 YI TO PEDS ; - " '� NEW SPECIAL CAUTION _ 3 1 ACTIVE RAILROAD ?` •-•t•,~ •ram ,?,-- 3:.3,," �n_c_,_. ©® I N SPE '�. NEW SPECIAL STAY MT TRAIL - _....._. p n ARROW (2) 9 9CR 0 ' i a�'i'T ;ri'�r L.T f?.L•.t. .. r' .. R a. ^• ' SS �' oR AT \ STATION 302+00 - 303+00 nitc 10 NT RS TION\ J 1 rX� — — N SPEC AL ® / / W ROSS / t' r ~ - `N HOR ETOOT ''' L INTERSECT ON NEW SPEECIAL CA N , ,'•- "'- -,__ _ - _ ■� 1\ NEW SPECIAL _--ACTIVE—MI IL ----NEW-SP AL STjAY \ r ARROW OFF CKS I .� PECIAL NEW S ECIAL TO COLLEGE AVE. ®5 c -- MTC TRAIL MTC RAIL TO WARREN PARK ��-, R W ' ARROW � � 1.25 MI '-'"- --- YIELD TO PEDS YIELD 70 PEDS pA `^','.'••� :>�'^7^ I.'�. �i�•i. �•n.r [ f'a^a .: P`'j ••wV.r ...-e v—• •.r iIN .t,J •. D ' STATION 252+00 - 300+50 0 `~ o Q0 r-- '~ ( ' rq I FOR INFORMATION ONLY ALL TRAI L r0 O 0 SIGNING AND STRIPING TO BE INSTALLED STATION 306+00 308+50 BY THE CITY OE FORT COLLINS PERSONNEL. ;� x 0 20 40 FELSBURG ' HOLT & SCALE: 1"=40' ULLEVIG Computer File Information Index of Revisions As Constructed MASON STREET/HARMONY ROAD/ Project No./Code Creation Date: 01/19/04 Initials: JAW OPRING CREEK BIKE/PEDESTRIAN CITY of FORT COLLINSCOAV NS No Revisions: PROPOSED SIGNING & STRIPING Last Modification Date: 04/22/04 Initials: JAS O 281 NORTH COLLEGE AVENUE FORT COLLINS, CO 80522 Designer: BAS Full Path: I:\O2181\Acad\Final Trail Design\HarmonyNorth\Sheet O Phone: 970-221-6605 Revised: Drawing File Name: LSS 103 O FAX: 970-221-6378 Detailer: JSP Acad Ver. 2000i Scale: 1 "=20' Units: ENGLISH City of Fort Collins Void: Sheet Number J Sheet Subset: Plan Subset Sheets: LSS-4 of 6 r— C.� D D 4 NEW SPECIAL ITC TRAIL (2 NEW SPECIAL STAY OFF TRACKS STATION 326+OC 1 •� COl IL , 4— Nrum , _ ELEM. r y d r • 1 1 'rw.LOT, III , • �, ------------- I f �lMIRA IM ►" �,. _ Cr •p- Tra L III NO MOTOR VE CLES V � N 0 TO VEHI LE NEW SPECIAL YIELD � PEDS SPRIN CREEK j AVE. 0 - _....._.MIG_TBAIL. NEW SPECIAL © 4 6 RR `� �L`�EtJTfi3�f i5 1 _: ®sw IL 0® NEW SPECIAL STAY 53— I 3 (� J '-- --- _ w _ , - NEW SPECIAL —� ` - OFF T CKS 0 CAUTION I C 9 .4 5 3 NEW PEC RAILROAD STAY 4 D 4+00 "-o - OFF T CKS — = —------ �6�:.�- STATION 424+50 — 501 +00 FOR INFORMATION ONLY - ALL TRAIL -- #IEYiI. PECIAL �YMw-wTC TRAIL�L SIGNING AND STRIPING T O B E INSTALLED "- ----- MTC T -�_ BY THE CITY OE FORT COLLINS PERSONNEL. TO"FOSSI1 SEEK41 ,r z STATION 533+00 — 534+34 0 20 40 FELSBURG HOLT & SCALE: 1 "=40' U LLEV I G Computer File Information Index of Revisions As Constructed MASON STREET/HARMONY ROAD/ Project No./Code Creation Date: 01/19/04 Initials: JAW O SPRING CREEK BIKE/PEDESTRIAN CITY OF FORT COLLINS No Revisions: Last Modification Date: 04/22/04 Initials: JAS O 281 NORTH COLLEGE AVENUE PROPOSED SIGNING & STRIPING FORT COLLINS, CO 80522 Designer: BAS Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet O Phone: 970-221 —6605 Revised: Drawing File Name: LSS104 O FAX: 970-221-6378 Detailer: JSP O City of Fort Collins Void: Sheet Number Acad Ver. 2000i Scale: 1 "=20' Units: ENGLISH Sheet Subset: Plan Subset Sheets: LSS-5 of 6 CK Q Q � CAUTION SPECIAL 12' ' x 6' ' SPECIAL 12' ' x 6' ' SPECIAL 12' ' x 6' ' SPECIAL 12' ' x 6' ' 11 ACTIVE SPRING - • RAILROAD AVE 3, CREEK TRAIL FRONT � ! SPECIAL 24' ' x 24' COMMUNITY (0w6 MI) ` AT SPECIAL 12' ' x 6' ' COLLEGE INTERSECTION STAY OFF t C:3 T R A C v,,c 00 • SPECIAL 12' ' x 6'' SPECIAL 12' ' x 18' ' SPECIAL 12' ' x 18' ' SPECIAL 12' ' x 18' ' SPECIAL 12' ' x 18' ' SPECIAL 24' ' x 15' ' WIN • • • • NO CREEK • • • • S • TRAIL TRAIL AVEMOTORTRAIL SIGN AT CONSTRAINED LOCATION ((32 SCALE: NTS DT—SignHeight.dwg m5 MI) SHIELDSINTERSECTION VEHICLES 3' MIN 3' MIN 6' MAX 6' MAX SPECIAL 12' ' x 18' ' SPECIAL 12' ' x 18' ' SPECIAL 12' ' x 18' ' SPECIAL 12' ' x 18' ' SPECIAL 12' ' x 18' ' R5-3 24' ' x 24' ' i LO CO Z Z COLLEGE' rKWY r AVE A _) i=1 I II-_ '�!; III-II-� - -_- - - - -III=III �� '-1II�I Illllllll�i IIIIIII;ili�li�-1i1-1I _ III=-ili-ll__ •EATTIE T, WIDTH OF TRAIL INCLUDING SHOULDER BEATTIE r • • • • ASIGN HEIGHT &g_IL NTS DT—SignHefght.dwg LOPEZ LOPEZ FELSBURG SPECIAL 12' ' x 18' ' SPECIAL 12' ' x 18' ' SPECIAL 12' ' x 18' ' SPECIAL 12' ' x 18' ' SPECIAL 12' ' x 18' ' SPECIAL 18' ' x 18' ' H O 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: 04/22/04 Initials: JAS O City of Fort Collins COLORADO DEPARTMENT No Revisions: SIGN DETAILS AQC M455-056 CITY OF FORT COLLINS OF TRANSPORTATION Designer: BAS Full Path: I:\02181\Acad\Final Trail Design\Sheet 1420 2ND STREET Revised: g 13647 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 Void: Acad Ver. 2000i Scale: Units: ENGLISH O FAX: 970-221-6378 Region 4 DJM Sheet Subset: Detail Subset Sheets: LSS-6 of 6 Sheet Number i TABULATION OF REST AREA SITE FURNISHINGS QUANTITIES LOCATION TRASH RECEPTACLE BENCH EACH EACH PLAN FINAL PLAN FINAL REST AREA 1 1 TOTALS: 1 1 NOTE: (!)PRIOR TO TREE PLANTING, FIELD STAKE ALL TREE LOCATIONS AND ADJUST PER THE ASSISTANT CITY FORESTER, RALPH ZENTZ, (PHONE 970.221.6302) DIRECTION. REST AREA PLAN SCALE:1/4'=1'—D' DT—RestArea.dwg FELSBURG HOLT & ULLEVIG Computer File Information O O O O Index of Revisions CITY OF FORT COLLINS 281 NORTH COLLEGE AVENUE FORT Phone: 70 : 970—2OLLINS, co 8052221 —6605 FAX: 970-221-6378 City of Fort Collins As Constructed MASON STREET/HARMONY ROAD/ SPRING CREEK BIKE/PEDESTRIAN REST AREA PLAN/ TABULATION Project No./Code Creation Date: 01/19/04 Initials: JAW No Revisions: Last Modification Date: 04/22/04 Initials: JAS Full Path: I:\02181\Acad\Final Trail Design\HormonyNorth\Sheet Revised: Desig ner: JSP _F_ Drawing File Name: LS100.dwg Detailer: JSP [Void- Sheet Number Acad Ver. 2000i Scale: Units: ENGLISHSheet SubsetTABULATION Subset Sheets: LS-1 of 1 C1 - 297 c.� z� � � z O O J _J Q� Q� H— p l / ry EXISTING DETACHED SIDEWALK MATCH EXISTING WAI�K J � I 6 7.5' 5.5' 1 2.0%_ R=1' PROTECT EXISTING SIGNAL POLE R=1 '- R71 ' 5.5' 7.75' I� I' i TRANSITION SLOPE Td�zj MATCH DRIVEWAY. 'I-_1 MATCH EXISTING DRIVEWAY YEXISTING 12:1 ,SLOPE � w W o ca z U, X w u' Computer File Information Creation Date: 01 —1 7-04 Initials: BDW O Last Modification Date: 04-29-04 Initials: JMH 0 Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Drawing File Name: D02181 DET03.dwg Acad Ver. 2000i Scale: Units: ENGLISH 0 REMOVE AND REPLACE ASPHALT MATCH EXISTING .TO CENTER OF LAN. CURB & GUTTER (TYP.) - *WHITE STOP BAR H1 TERMINATE EXISTIN (2' x 36' ) LANE LINE AT NEW STOP BAR ------------- - -- ------ REMOVE EXISTING STOP BAR 12.5' ADJUST L- TRAFFIC VAL LT DET�BCE TABLE ARr4NG DOME PAVERS - TO INCL DED IN THE COST OF THE (RAMP H2 REMOVE PORTION OF EXISTING DRIVEWAY, _ WALK, AND CURB & GUTTER, INSTALL RAMP AND CURB & COTTER AS SHOWN. HORSETOOTH ROAD DATA POINTS �— EXISTING 6 CURB WITH 2 PAN (TYP.) -1 II ROTECT EXISTING IGNAL P LE C NCRETE PEDESTRIAN REMOVE PORTION OF EXISTING WALK T CURBING (TYP.) AND CURB & GUTTER INSTALL CORNER - LOCATION RAMP PER LCUASS H3 STANDARD DRAWING 1603 AND CURB 7 --- & GUTTER MODIFIED AS S i i w MAk I 8, D TECTABLE WARNING DOME AVERS- TO BE INCLUDED -__ THE COST OF THE RAMP *CONTINENTAL CROSSWALK BAR (1.5' x 9' TYP.) l -T1 AT APPROX. 4.50 ANGLE L- I REMOVE AND REPLACE ASPHALT TO CENTER OF LANE. *ALL SIGNING AND STRIPING TO BE INSTALLED BY CITY FORCES. POINT NORTHERLY EASTERLY ELEVATION (1) DESCRIPTION H1 113140.98 193811.82 5038.34 MATCH EXISTING CURB & GUTTER H2 113140.89 193837.32 5037.42 MATCH EXISTING CURB & GUTTER H3 113221.16 193822.78 5038.20 MATCH EXISTING CURB & GUTTER H4 113237.14 193834.69 5036.96 MATCH EXISTING CURB & GUTTER (1) FIELD ADJUST ELEVATIONS DURING CONSTRUCTION. ndex of Revisions City of Fort Collins CITY OF FORT COLLINS -_ 1 - H F -F F IF As Constructed No Revisions: Revised: Void: I 6' ADJUST TRAFFIC VAULT MATCH EXISTING WALK (TYP.) MATCH EXISTING CURB & GUTTER (TYP.) McCLELLAND ROAD u J L z r 0 5 10 SCALE: 1 "=10' MASON STREET/HARMONY ROAD/ SPRING CREEK BIKE/PEDESTRIAN HORSETOOTH ROAD CROSSWALK PLAN Designer: BDW Detailer: JWW PFELSBURG rIHOLT & ULLEVIG Project No./Code Sheet Subset: PLAN Subset Sheets: PD-01 of 51 Sheet Number 135 ?97 EXISTING EXISTING LANDSCAPING WEST OF RAMP ATTACHED TO BE REMOVED AND REPLACED WITH EXISTING SIDEWALK CONCRETE SIDEWALK. (TYP. EACH ATTACHED REMOVE PORTION OF EXISTING WALK SIDE OF STREET) REMOVE AND REPLACE ASPHALT AS SIDEWALK AND CURB GUTTER - INSTALL WALK, I NECESSARY TO CONSTRUCT THE CURB RAMP PER LCUASS STANDARD MATCH EXISTING CURB CROSSWALK (TYP. ON BOTH SIDES) - DRAWING 1606 AND CURB AND & GUTTER (TYP.) GUTTER MODIFIED AS SHOWN. IN -PAVEMENT LIGHTS TO BE REMOVE PORTION OF EXISTING WALK INSTALLED IN CROSSWALK BY AND CURB & GUTTER - INSTALL INSTALL 8" HIGH "TIMES NEW ROMAN" DETECTABLE WARNING DOME CITY TRAFFIC DEPARTMENT. WALK, CURB RAMP PER LCUASS STREET NAME TEXT. SANDBLAST 1/8" PAVERS (TYP. AT RAMPS CONTRACTOR TO COORDINATE. STANDARD DRAWING 1606 AND CURB INTO CONCRETE AND STAIN LITHOCHROME ON EACH SID OF SWALLOW)- AND GUTTER MODIFIED AS SHOWN. GREY (TYP. EACH SIDE of STREET). TO BE INCLU ED IN THE MATCH EXISTING -INCLUDE IN THE COST OF THE RAM COST OF THE===RAMP CURB & GUTTER ADJUST (TYP.) TRAFFIC rlVAU LT MASON TRAIL MATCH EXISTING PEDESTRIAN " 12" STRIPE WALK (TYP.) i CURBING TYP (TYP.) � EXISTING MATCH EXISTING CURSWALLOW ROAD DATA POINTS I�,�I DETACHED (TYP) & GUTTER POINT NORTHERLY EASTERLY ELEVATION (1) DESCRIPTION S1 115850.31 193791.09 5034.98 MATCH EXISTING CURB & GUTTER S2 115852.49 193804.68 5035.24 MATCH EXISTING CURB & GUTTER S3 115870.45 193811.10 5035.49 MATCH EXISTING CURB & GUTTER S4 115880.50 193811.26 5035.55 MATCH EXISTING CURB & GUTTER S5 115900.43 193791.13 5034.72 MATCH EXISTING CURB & GUTTER S6 115898.19 193804.68 5035.06 MATCH EXISTING CURB & GUTTER EXISTING LANDSCAPING EAST OF RAMP TO BE MAINTAINED. SPREAD OUT EXISTING TO MATCH CONCRETE PEDESTRIAN CURBING. (TYP. EACH SIDE OF STREET) UUNUNE I E PEDESTRIAN CURBING (TYP.) MATCH EXISTING WALK (TYP.) �— REMOVE EXISTING ASPHALT PAVEMENT AND INSTALL ENHANCED CONCRETE CROSSWALK (SEE SECTION A -A ON SHEET REPAIR/REPLACE PD-05) MEDIAN COVERING AS NECESSARY EXISTING 6" CURB TO MATCH. WITH 2' PAN (TYP.) (�fl EXISTING DETACHED SIDEWALK MASON TRAIL (1) FIELD ADJUST ELEVATIONS DURING CONSTRUCTION. rl REMOVE EXISTING CURB AND GUTTER AND *ALL SIGNING AND STRIPING TO BE INSTALLED BY CITY FORCES. PORTION OF EXISTING MEDIAN AS SHOWN. INSTALL 6" CURB AND GUTTER WITH 1 ' PAN, ALL MEDIAN REMOVALS INCLUDING EDGING, z BNSF RAILROAD GRAVEL, EMBANKMENT, ETC. TO BE INCLUDED I ITEM 202-REMOVAL OF CONCRETE MEDIAN 0 5 10 C VER MATERIAL. 01 FELSBURG rl HOLT & SCALE: 1 "=10' ULLEV IG Computer File Information Index of Revisions 4iil As Constructed MASON STREET/HARMONY ROAD/ Project No./Code Creation Date: 01-17-04 Initials: BDW O CITY OF FORT COLLINS SPRING CREEK BIKE/PEDESTRIAN Last Modification Date: 04-28-04 Initials: JMH 0 i - � - LC- -C E No Revisions: SWALLOW ROAD CROSSWALK PLAN F FT L- � Designer: SED SPG Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet F - — Revised: g F Drawing File Name: D02181 DET01 .dwg - -- - City of Fort Collins Detailer: BDW Acad Ver. 2000i Scale: Units: ENGLISH Void: Sheet Subset: PLAN Subset Sheets: PD-02 of 5 Sheet Number 136 ton,- . Ci U REDWING- STREET - MATCH EXISTING CRUB - & GUTTER (TYP.) 6' FLR 21 DETECTABLE WARNING DOME $' PAVERS (TYP. AT ALL RAMPS) R = 13" Qe ti. L Ro r? PROTECT SIGNAL POLE DRAKE ROAD DATA POINTS POINT NORTHERLY EASTERLY ELEVATION (1) DESCRIPTION D1 118407.57 193857.30 5026.82 MATCH EXISTING CURB & GUTTER D2 118424.48 193868.03 5027.49 END CURB RAMP D3 118426.76 193874.60 5027.58 END CURB RAMP D4 118426.88 193894.66 5027.61 MATCH EXISTING CURB & GUTTER D5 118455.96 193876.90 5028.13 MATCH EXISTING MEDIAN CURB D6 118462.52 193876.78 5028.06 MATCH EXISTING MEDIAN CURB D7 118455.90 193893.40 5028.32 MATCH EXISTING MEDIAN CURB D8 118464.00 193893.47 5028.51 MATCH EXISTING MEDIAN CURB D9 118507.76 193895.33 5027.18 MATCH EXISTING CURB & GUTTER D10 118509.17 193875.15 5026.54 END CURB RAMP D11 118525.90 193863.90 5025.62 END CURB RAMP D12 118540.94 193864.78 5025.76 END CURB RAMP (1) FIELD ADJUST ELEVATIONS DURING CONSTRUCTION. 0 ry W Y Q REMOVE PORTION OF EXISTING WALK REMOVE EXISTING (Y- AND CURB AND GUTTER AS SHOWN. STOP BAR C) INSTALL WALK AND 2 CURB RAMPS AND CURB AND GUTTER AS SHOWN. oa p2 7.5' - ---I -- _ - - - - MATCH EXISTING D5 �I 6' A 12:1 t 20:1 ID 12.1 -� 8 0 Cr 12:1 I 7.5' El REMOVE AND REPLACE ASPHALT AS NECESSARY TO CONSTRUCT THE CROSSWALK AND CURB RAMPS BAY FARM ROAD PROTECT _ - - 8'- - 8 SIGNA J POL o N FLR=18' - r T i -_ D 12 F R=1' _12.1 CONCRETE 7. 12:15' PEDESTRIAN it CURBING Bay Farm Road I D10 AD UST TR FFIC 6' - VA�1LT 12:1 � - a J 12:1 o 8' -L \ R=27' INSTALL 8" HIGH "TIMES NEW �A D7 D8 / vZ5' ROMAN" STREET NAME TEXT. - - - -- B __ - SANDBLAST pis" INTO CONCRETE INSTALL ENHANCED D9 AND STAIN LITHOCHROME GREY *12" STRIPE (TYP.) TERMINATE EXISTING CONCRETE CROSSWALK I]--(TYP. AT ALL RAMPS) - INCLUDE (SEE SECTION A -A) IN THE COST OF THE RAMP \\\--REMOVE LANE LINES AT MATCH EXISTING NEW STOP BAR REMOVE PORTION OF EXISTING WALK AND CURB AND GUTTER AS SHOWN. �- INSTALL WALK AND 2 CURB RAMPS REMOVE EXISTING CURB AND GUTTER z AND CURB AND GUTTER AS SHOWN. REPAIR/REPLACE MEDIAN AND PORTION OF EXISTING MEDIAN T COVER AS NECESSARY AS SHOWN. INSTALL 6" CURB AND Q 5 10 TO MATCH (TYP.) 8 WIDE ENHANCED CONCRETE MATCH CURB �� MgFELSBURG CROSSWALK WITH 2 BRICK & GUTTERO --H *ALL SIGNING AND STRIPING TO BE INSTALLED BY CITY FORCES. SHOULDERS (SEE SECTION B-B) SCALE. 1 "=10 LT & r MATCH EXISTING WALK ULLEVIG Computer File Information O Index of Revisions As Constructed MASON SPRING STREET/HARMONY ROAD/ CREEK BIKE/PEDESTRIAN Project No./Code Initials: BDW Creation Date: 01-17-04 0 CITY OF FORT -_ COLLINS No Revisions: DRAKE ROAD CROSSWALK PLAN Last Modification Date: 01-21-04 Initials: JWW City of Fort Collins =_ -' F Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Revised: Designer: BDW Drawing File Name: D02181 DET02.dwg Detailer: JWW Void: Sheet Number 137 Acad Ver. 2000i Scale: Units: ENGLISH Sheet Subset: PLAN Subset Sheets: PD-03 of 5 C-1 - 297 r- V CARMIKE CINEMA 5' EXISTING ATTACHED WALK J__ 6' CONCRETE PEDESTRIAN 6 CURBING (TYP.) FLR = 1' REMOVE PORTION OF EXISTING CURB & GUTTER — INSTALL CURB RAMP PER LCUASS STANDARD DRAWING 1606 AND CURB & GUTTER MODIFIED AS SHOWN MATCH EXISTING CURB & GUTTER C4 12:1 REMOVE AND REPLACE ASPHALT (2' WIDTH) DETECTABLE WARNING DOME 2% PAVERS — TO BE INCLUDED IN THE COST OF THE RAMP i C3 REMOVE PORTION OF EXISTING WALK AND CURB & GUTTER — INSTALL CURB RAMP AND CURB & GUTTER AS SHOWN 1*1 EXISTING 6" CURB WITH 1 ' PAN (TYP.) REMOVE AND REPLACE ASPHALT (2' WIDTH) EXISTING 6" CURB WITH 1 ' PAN (TYP.) REMOVE & REPLACE LANDSCAPING AS NECESSARY — TO BE INCLUDED IN THE WORK. PERMANENT EA DETECTABLE WARNING DOME PAVERS — TO BE INCLUDED IN THE COST OF THE RAMP C2 TEMPORARY CONSTRUCTION EASEMENT (TYP.) MATCH EXISTING CURB & GUTTER (TYP.) j PROTECT TREES AND SHRUBS CONCRETE PEDESTRIAN CURBING (TYP.) CARMIKE PARKING V) 0 w U U Q Q 0_ O n w I- CINEMA DATA POINTS POINT NORTHERLY EASTERLY ELEVATION (1) DESCRIPTION C1 112579.92 193656.41 5041.19 MATCH EXISTING CURB & GUTTER C2 112593.90 193653.12 5040.93 MATCH EXISTING CURB & GUTTER C3 112575.27 193619.57 5042.61 MATCH EXISTING CURB & GUTTER C4 112575.42 193604.48 5042.85 MATCH EXISTING CURB & GUTTER (1) FIELD ADJUST ELEVATIONS DURING CONSTRUCTION. - SEE PR-31 FOR VERTICAL INFORMATION VERT 1 CONCRETE —LINED DITCH it(OLT ELF MASON TRAIL SCALE: 1"=10' & ULLEVIG Computer File Information Index of Revisions As Constructed MASON STREET/HARMONY ROAD/ Project No./Code Creation Date: 01-17-04 Initials: BDW O _ _ SPRING CREEK BIKE/PEDESTRIAN CITY OF FORT COLLINS - -d - i F _1 r _ No Revisions: CINEMA DETAIL Last Modification Date: 04-29-04 Initials: JMH Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet - - — Revised: Designer: SED SPG Drawing File Name: D02181 DET04.dwg City of Fort Collins Detailer: JWW Acad Ver. 2000i Scale: Units: ENGLISH Void: Sheet Subset: PLAN Subset Sheets: PD-04 of 5 Sheet Number 138 f,l — ? 97 0% CV I r- V ti a rn 2� cw INSIDE FACE OF 2 • WINGWALL p" RAILING 011 NOTE: SEE SHEET B8 FOR 0 MORE RAILING<< Apsr BACK FACE OF - ABUTMENT END OF BRIDGE INFORMATION FRONT ` FACE OF ABUTMENT r� FRr PEDESTRIAN BRIDGE SOUTHEAST WINGWALL PLAN VIEW AT PEDESTRIAN BRIDGE 3 0 I z c� wz� Fy w z w En �mm Q — BICYCLE RUB RAIL ON PEDESTRIAN 0 BRIDGE p'� FOOTING BELOW #5 @ 8" MASON TRAIL HORIZONTAL _��\ #5 @ 8" CONTROL LINE B.F. OF #4 @ 1 ' -0" ABUTMENT ----, r \. 25000' 00'j" ■ CONTRACTOR SHALL VERIFY ANCHOR BOLT SIZE, LOCATIONS, AND DIMENSIONS WITH PREFABRICATED BRIDGE MANUFACTURER TOP OF SOUTHEAST WINGWALL EL. 5041.96 ABUTMENT BACK WALL RAISED TO WINGWALL ELEVATION w o z 'o 0 FRONT FACE OF ABUTMENT - FOOTING BELOW - Ln ■ 55°00' 00" WINGWALL 10" WINGWALL 10" EL. 5041.96 -H #4FT H FINISHED o FINISHED 0 GRADE "I @ 1 _p GRADE #4 @ 1 -0 #5 @ 8" #5 @ 8" #5 @ 1 ' -0" L #5 J @ 1 ' -0" FINISHED GRADE EL. 5036.00 =i = SECTION AT SOUTHEAST ■ 2-3/4"0 ANCHOR RODS (A307) TYP. BRG. ABUT. 1 STA. 250+61 .84 \ g A 10' -1�/8 10'-2" WINGWALL #4 @ 1 '-0" 9'/a »■ 20' -4" ABUTMENT 1 PLAN o ABUT. & �- BRIDGE 1 '-93 MASON TRAIL HORIZONTAL CONTROL LINE o ■ �■ 2-3/4 "0 ANCHOR RODS (A307) TYP. 10' -2" BEARING SEAT ■ ABUTMENT 1 ELEVATION 10' -2" �- ANCHOR BOLT GROUP TOP OF ABUTMENT BACK WALL =1 TOP OF 5UU I HWE51 WINGWALL EL. 5039.96 (BEYOND) #4 @ 1 ' -0" #4 J @ 1 ' -0" FINISHED GRADE WINGWALL 10" FINISHED GRADE #5 @ 8" #5 J @ 1 ' -0" #4 I @ 1 -0" #4 J @ 1 ' -0" #4 @ 1 '-0" /FINISHED GRADE #4 @ 1 -0 _--- i _ #4 @ 1 ' -0» _ 1 1 I= ' EACH WAY 6„ �= 1 = 111 EACH WAY H I =i i i _ ` 0 • I r #4 @ 6" U EACH WAY SECTION AT NORTHEAST AN NORTHWEST WINGWALLS TOP OF FOOTING EL. 5036.00 SETTING PLATE PROVIDED BY PREFABRICATED BRIDGE MANUFACTURER ■ #4 @ 1 ' -0" F.F. OF ABUTMENT #4 L @ 1 1 ' -0" 6" TYP. I #4 @ 6" EACH WAY � U SECTION AT SOUTHWEST WINGWALL 2'-2" EL. 5040.96 @ ABUT. 1 1 ' -4" 10" EL. 5040.54 @ ABUT. 2 �/2 » x 2 " ANCHOR BOLT GROUP COMPRESSED 9„ 7„ JOINT MATERIAL CONCRETE TRAIL PAVEMENT iz" EXPANSION JOINT MATERIAL IX (TYP.) #4 @ 1 ' -0" EDGE ANGLE, SEE JOINT COVER PLATE DETAIL ON SHEET B-6 5-#5 CONT. #5 L @ 1 ' -0" #4 CONT. @ 1 ' -0" EACH FACE B.F. OF ABUTMENT — N U #4 @ 1 ' -0" EACH WAY #4 @ 6" EACH 0 WAY, TOP AND M BOTTOM ABUTMENT 1 AND 2 SECTION BA PFELSBURG �IHOLT & ULLEVIG Computer File Information O 0 0 Index of Revisions CITY of FORT COLLINS - �i ,_r - F F � - r -- City of Fort Collins As Constructed MASON STREET/HARMONY ROAD SPRING CREEK BIKE/PEDESTRIAN PEDESTRIAN BRIDGE 3 ABUTMENTS (1 of 2) Project No./Code Creation Date: 02/03/04 Initials: WJM No Revisions: Last Modification Date: 10/15/04 Initials: PRH Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Revised: Designer: B. MARCATO Drawing File Name: B02181ABT11.dwg Detailer: P. HELM Void: Sheet Number 14 Acad Ver. 2000i Scale: VARIES Units: ENGLISH Sheet Subset: BRIDGE Subset Sheets: B-5 of 10 C1 - 297 f4%, CIQ 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 ENHANCED 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 (PATCH ING)(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 COVER MATERIAL SHALL BE INSTALLED TO MATCH THE EXISTING, INCLUDING SHAPE, MATERIAL, AND COLOR. ALL COST TO REPLACE THE MEDIAN COVER MATERIAL, INCLUDING THE EMBANKMENT TO BE INCLUDED IN ITEM 610 - MEDIAN COVER MATERIAL (CONCRETE). Computer Creation Date: Last Modification Date: Full Path: I:\02181\Acad Drawing File Name: Acad Ver. 2000i File Information 01 /1 3/04 Initials: DRS 04/28/04 Initials: MRH nal Trail Design\HarmonyNorth\Sheet D02181 DET05.dwg Scale: 1 "=20Units: ENGLISH Index of Revisions City of Fort Collins 2' 8' 2' CROSSWALK DAVIS COLOR SANDIEGO BUFF BROOM SURFACE (TYP.) 4' b 20" 10" -- r 12 HBP (PATCHING) ) 10 CONCRETE CROSSWALK 6" CURBING CITY OF FORT COLLINS — I d I —LG --[ C — -IF t I I I I SOLDIER COURSE PATTERN DAVIS COLOR BRICK RED (TYP.) 30" - # 5 REBAR ® 12" O.C. (TYP.) TYPICAL CROSSWALK SECTION A —A 10" CONCRETE CROSSWALK MEDIAN COVER MATERIAL - MATCH EXISTING (TYP.) 38" - # 5 REBAR @ 12" O.C. (TYP.) TYPICAL CROSSWALK SECTION B—B As Constructed No Revisions: Revised: Void: MASON STREET/HARMONY ROAD/ SPRING CREEK BIKE/PEDESTRIAN CROSSWALK DETAILS Designer: MRH 00FELSBURG rIHOLT & ULLEVIG Project No./Code Detailer: JMH Sheet Subset: Plan Subset Sheets: PD-05 of 5 Sheet Number 0 - 139 297 i i r— c� 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. Exact location of pedestrian signal heads, push buttons and push button signs 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. Installation shall include an Audible Pedestrian Indicator for each Pedestrian Signal face. FOR INFORMATION ONLY ALL TRAFFIC SIGNAL IMPROVEMENTS TO BE INSTALLED BY THE CITY OF FORT COLLINS PERSONNEL. Computer File Information Creation Date: 01 —1 6-04 Initials: JMH Last Modification Date: 01 —1 6-04 Initials: JMH I Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Drawing File Nome: T02181 SSSOO.DWG Acad Ver. 20001 Scale: NONE Units: ENGLISH ndex of Revisions City of Fort Collins SUMMARY OF TRAFFIC SIGNAL APPROXIMATE QUANTITIES ITEM NO. ITEM DESCRIPTION UNIT HORSETOOTH ROAD CROSSING DRAKE ROAD CROSSING TOTAL NOTES 614 614 614 PEDESTRIAN SIGNAL FACE (16) PEDESTRIAN PUSH BUTTON TRAFFIC SIGNAL EQUIPMENT EACH EACH EACH 2 2 2 2 2 2 4 4 4 1 2 1 COUNTDOWN PEDESTRIAN SIGNAL FACE- 2 PAY ITEM FOR AUDIBLE PEDESTRIAN INDICATOR. CITY OF FORT COLLINS As Constructed No Revisions: Revised: Void: MFELSBURG rIHOLT & ULLEVIG MASON STREET/HARMONY ROAD/ Project No./Code SPRING CREEK BIKE/PEDESTRIAN TRAFFIC SIGNAL NOTES / QUANTITIES Designer: RRF Detailer: J M H Sheet Subset: Traffic I Subset Sheets: TS — 1 of 3 Sheet Number C1 - 140 2 9 r 0111,41 1 04 I Q TYPICAL SIGNAL ITEMS 0 J EXISTING PROPOSED ITEM DESCRIPTION Q TRAFFIC SIGNAL POLE WITH MAST ARM LLJ LL TRAFFIC SIGNAL HEAD WITH BACKPLATE Z TRAFFIC SIGNAL HEAD Q U)' PEDESTRIAN SIGNAL HEAD D PEDESTRIAN PUSH BUTTON AND SIGN Z j LUMINAIRE 0 W ry C z 0 m z z Q PROPOSED PEDESTRIAN SIGNS o w � J F -H U U Iz o F. F - 9"X12" -- - -- - -- -- -I _- =F . F.[T PROPOSED PEDESTRIAN HEADS COUNTDOWN PEDESTRIAN HEAD 1, 2 HORSETOOTH ROAD - _- NOTE: SEE INTERSECTION DETAIL SHEET FOR CURB RAMP / CROSSWALK / STOPLINE DETAILS. ALL PEDESTRIAN SIGNAL HEADS SHALL BE FOREST GREEN IN COLOR. ALL PEDESTRIAN INDICATIONS SHALL BE APPROVED L.E.D. TYPE. Computer File Information Creation Date: 01 -09-04 Initials: JMH Last Modification Date: 01 -19-04 Initials: JMH Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet 0 Drawing File Name: T02181 SIG01 .DWG 0 Acad Ver. 2000i Scale: 1 "=40' Units: ENGLISH 0 index of Revisions CALL UNCC BEFORE YOU DIG 1-800-922-1987 IIF -_ - [�_ I - - I -IF r T -- F"F I -- City of Fort Collins 2 �l THE INFORMATION SHOWN ON THIS DRAWING CONCERNING TYPE AND LOCATION OF UNDERGROUND AND OTHER UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ALL DETERMINATIONS AS TO THE TYPE AND LOCATION OF UNDERGROUND AND OTHER UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE THERETO. As Constructed CITY OF FORT COLLINS No Revisions: r F ---- - Revised: Void: FOR INFORMATION ONLY ALL TRAFFIC SIGNAL IMPROVEMENTS ON HORSETOOTH ROAD TO BE INSTALLED BY THE CITY OF FORT COLLINS PERSONNEL. MASON STREET/HARMONY ROAD/ SPRING CREEK BIKE/PEDESTRIAN HORSETOOTH INTERSECTION SIGNAL Designer: RF Detailer: JMH Sheet Subset: Signal Subset Sheets: TS-2 of FELSBURG P'A HOLT & ULLEVIG Project No./Code 3 1 Sheet Number 1411 C1 - 297 C�1 C%j IN TYPICAL SIGNAL ITEMS I PROPOSED PEDESTRIAN SIGNS R10-4b 9"X12" I F � HI PROPOSED PEDESTRIAN HEADS COUNTDOWN PEDESTRIAN HEAD 1. 2 NOTE: SEE INTERSECTION DETAIL SHEET FOR CURB RAMP / CROSSWALK / STOPLINE DETAILS. ALL PEDESTRIAN SIGNAL HEADS SHALL BE FOREST GREEN IN COLOR. ALL PEDESTRIAN INDICATIONS SHALL BE APPROVED L.E.D. TYPE. - = T - +DRAK-E, -ROAD, I � I 2 A I W > o Q J W L.IL CALL UNCC I BEFOREYOU DIG 1-800-922-1987 ll[io- - i ��j -- --- THE INFORMATION SHOWN ON THIS DRAWING CONCERNING TYPE AND LOCATION OF UNDERGROUND AND OTHER UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ALL DETERMINATIONS AS TO THE TYPE AND LOCATION OF UNDERGROUND AND OTHER UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE THERETO. EXISTING PROPOSED ITEM DESCRIPTION __- ---- TRAFFIC SIGNAL POLE WITH MAST ARM TRAFFIC SIGNAL HEAD WITH BACKPLATE TRAFFIC SIGNAL HEAD i PEDESTRIAN SIGNAL HEAD BLANKOUT SIGN D PEDESTRIAN PUSH BUTTON AND SIGN - LUMINAIRE FOR INFORMATION ONLY ALL TRAFFIC SIGNAL IMPROVEMENTS ON DRAKE ROAD TO BE INSTALLED BY THE CITY OF FORT COLLINS PERSONNEL. T pFELSBURG rIHOLT & ULLEVIG Computer File Information O 0 0 0 Index of Revisions CITY OF FORT COLLINS _,-i `E-,-L f I - FT- I Ili Cityof Fort Collins As Constructed MASON STREET/HARMONY ROAD/ SPRING CREEK BIKE/PEDESTRIAN DRAKE INTERSECTION SIGNAL Project No./Code Creation Date: 01-09-04 Initials: JMH No Revisions: Last Modification Date: 01-19-04 Initials: JMH Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Revised: Designer: RF Drawing File Name: T02181 SIGO2.DWG Detailer: JMH Void: Sheet Number 142 Acad Ver. 20001 Scale: 1 "=40' Units: ENGLISH Sheet Subset: Signal Subset Sheets: TS-3 of 3 C1 - 297 ti TABULATION OF STORM DRAIN SYSTEM AND EROSION CONTROL 4J SHEET NOTE NO. LOCATION INLET CURB OPEN 5' (EACH) MANHOLE (SLAB BASE) (EACH) TYPE 16 H (PAY) 5' 10' ELEVATIONS RIM INVERT H FROM UPPER LINE TO LOWER PIPE o c� SEWER REINFORCED CONCRETE PIPE (CLASS 3) LINEAR FEET 18" o w Q o U 0_ 0_ _J I w OU Cn 12" � W U Z oU o o �O w L� Z p �w 18" EA O F- w z l'J -J w ci 12" EA a o J p EA a_ o 0 a w 0� EA _J Z 0 a 0 w 0� EA _ _ z cv Q a_ a- CY Z m cn oc Q w U J ~ O � of 0LLi 0 CD U SY o C/) o LiJW N U -J z mz U) ``' EA w Y Q m o z z o W U W of o� m " SY F LLi z_ Q z Of 0 U � w �� coo EA w U w W _J cn LF g 0_ .-. v z LLJ L` LF D U z w U EA NOTES SHEET PL-1 1 315 400 SHEET PL-2 110 500 SHEET PL-3 1 500 SHEET PL-4 580 SHEET PL-5 500 SHEET PL-6 500 SHEET PL-7 475 SHEET PL-8 SHEET PL-9 SHEET PL-10 SHEET PL-11 E1 252+72, 28.0'± RT. 38.91 36.12 1 95 CONNECT TO EXIST, M.H. E2 0.500 16.0 1 E3 252+72±, 8.0'± RT. 1 38.90 36.30 2.60 1 E4 36.57 36.40 0.500 34.0 E5 252+48, 16.0' LT. 36.60 36.57 1 GRADE AT RCES E6 36.71 36.40 0.500 62.0 E7 252+09, 16.0' RT. 36.74 36.71 1 GRADE AT RCES SHEET PL-12 1 1 Al 301 +00, 15.0' RT. 34.20 34.16 1 2.7 9.3 A2 301 +00 34.40 34.20 0.667 30.0 A3 301 +00, 15.0' LT. 34.44 34.40 1 SHEET PL-13 1 SHEET PL-14 SHEET PL-15 7.5 1 100 CONNECT TO EXIST. RCP SHEET PL-16 2 SHEET PL-17 1 SHEET PL-18 1 1 SHEET PL-19 SHEET PL-20 SHEET PL-21 SHEET PL-22 B1 423+92, 24.0' LT. 22.26 CONNECT TO EXIST. INLET B2 423+92 22.41 22.26± 0.500 30.0 B3 423+92, 6.0' RT. 23.50 22.41 1 1 CHANNEL GRADING SHEET PL-23 C1 503+90, 9.0'± RT. 19.80 CONNECT TO EXIST. M.H. C2 503+90 21.60 19.80 12.857 14.0 C3 503+90, 23.0' RT. 21.60 1 CHANNEL GRADING D1 504+87, 37.0'± LT. 1 CONNECT TO EXIST. M.H. D2 504+87 18.00 17.82 0.500 36.0 D3 504+87, 2.0' RT. 1 22.60± 18.00 4.60 1 MATCH CURB, CONC ENC. SHEET PL-24 F1 508+85, 33.0' LT. 1 23.5± ? ? CONNECT TO EXIST. RCP F2 508+85 19.75 19.59 0.500% 31.0 F3 508+85, 2.0' RT. 1 23.25± 19.75 3.50 1 CONC.ENCASE, REQ'D SHEETS PL-25 TO PL-29 WETLAND AREA 100 220 GRAND TOTAL 1 2 1 246.5 14.0 6 1 6 1 1 2.7 9.3 6 425 2 3750 220 1 NOTES: €1 J 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. 2J PIPE LENGTHS ARE APPROXIMATE. €3J 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. 5J SILT FENCE, FENCE (PLASTIC) AND INLET PROTECTION 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. €7i SEE CITY STANDARD DETAILS FOR CURB INLET INFORMATION. Computer File Information Index of Revisions Creation Date: 08/14/03 Initials: SED CITY OF FORT COLLINS Last Modification Date: 01 /23/04 Initials: SPG i -T i Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet - Drawing File Name: E02181TAB01.DWG City of Fort Collins Acad Ver. 20001 Scale: Units: ENGLISH DESCRIPTION UNIT BLADING -QUANTITY HOUR EROSION CONTROL SUPERVISOR 1 LS CONCRETE WASHOUT STRUCTURE 1 EACH SEEDING (NATIVE) 4.11 ACRE SOIL PREPERATION (SPECIAL) 4.11 ACRE MULCHING (WEED FREE HAY) 4.11 ACRE MULCH TACKIFIER 617 LB HERBICIDE TREATMENT 40 HOUR SEDIMENT REMOVAL AND DISPOSAL 1 LS EROSION CONTROL 1 FA As Constructed MASON STREET/HARMONY ROAD/ SPRING CREEK BIKE/PEDESTRIAN No Revisions: STORM DRAIN AND EROSION TABS Revised: Designer: ELL Detailer: ELL PFELSBURG rIHOLT & ULLEV I G Project No./Code Void: Sheet Subset: Drainage Subset Sheets: DT-1 of 11 Sheet Number 143 C1 - 2 97 SPECIAL NOTES ti a N I r- U STORM WATER MANAGEMENT PLAN -ADDITIONAL INFORMATION ESTIMATED RUNOFF COEFFICIENT PRE -CONSTRUCTION: 0.14 EXISTING DATA DESCRIBING SOIL OR QUALITY OF DISCHARGE: POST -CONSTRUCTION: 0.52 SOILS ARE LOAMS AND CLAY LOAMS. EXISTING VEGETATION: NATIVE GRASSES 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 PRECONSTRUCTION CONFERENCE. 100-YEAR FLOOD PLAIN BOUNDARIES: SEE BRIDGE HYDRAULIC INFORMATION SHEET OR ROADWAY PLANS (IF EXISTENT). 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). DESCRIPTION OF THE CONSTRUCTION ACTIVITY, INSPECTION AND MAINTENANCE: SEE EROSION ESTIMATE OF THE TOTAL SITE AREA AND OF THE CONTROL SPECIFICATIONS (107.25 OR 208). AREA EXPECTED TO UNDERGO EXCAVATION, AND NAME OF THE RECEIVING WATER: SEE CDPS STORM WATER PERMIT APPLICATION. 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 SPRING CREEK FORT COLLINS, COLORADO, FELSBURG HOLT & ULLEVIG, APRIL 23, 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 6 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. TOPSOIL IS NOT REQUIRED UNTIL FINAL SHAPING OF THE SLOPES. MULCH AND MULCH TACKIFIER WILL BE PAID FOR. 10. IT IS ESTIMATED THAT 40 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. THE SUGGESTED TIME SEQUENCE FOR THE MEASURES IS LISTED BELOW AS: 1. CLEAR AND GRUB THE PERIMETER CONTROL AREAS. BUILD THE CONSTRUCTION ENTRANCE 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. REMOVE SOIL AND STOCKPILE IN AREA AWAY (100 FT. MIN.) FROM STORM WATER FLOWS AND WITHIN THE PROJECT LIMITS AS DIRECTED BY THE CONSTRUCTION ENGINEER. 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. RESEED, 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 THE SPILL 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 BACKFILL 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 HOTLINE 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 SNOWMELT 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 AN ESTIMATED 4,11 ACRES OF DISTURBED AREA WITHIN THE RIGHT-OF-WAY LIMITS 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 TOPSOIL WHERE POSSIBLE. IN AREAS NOT ACCESSIBLE TO A DRILL HAND BROADCAST AT TRIPLE THE ABOVE RATE AND RAKE .25" TO .5" INTO THE TOPSOIL. MULCHING APPLICATION: 1.5 TONS OF CERTIFIED WEED FREE HAY PER ACRE MECHANICALLY CRIMPED INTO THE TOPSOIL 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: HYDROSEEDING AND HYDROMULCHING 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 LANDSCAPE ARCHITECT. TOPSOIL IN THESE AREAS SHALL BE STRIPPED AND REMOVED FROM THE PROJECT SITE. NO ADDITIONAL PAYMENT WILL BE MADE, COST WILL BE INCLUDED IN ITEM 207 TOPSOIL. SPOT SPRAYING OF NOXIOUS WEEDS SHALL BE ACCOMPLISHED PER SPECIAL PROVISION 217. CONTRACTOR'S VEHICLES SHALL BE INSPECTED PRIOR TO CONSTRUCTION TO FELSBURG ENSURE THAT THEY ARE FREE OF SOIL AND DEBRIS CAPABLE OF TRANSPORTING NOXIOUS WEED SEEDS OR ROOTS ONTO THE 0"Ap & SITE. THE CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING A DEWATERING OR INFILTRATION PERMIT FROM THE COLORADO ULLEVIG DEPARTMENT OF HEALTH IF CONSTRUCTION CONDITIONS WARRANT A PERMIT. Computer File Information O O 0 Index of Revisions _ CITY of FORT COLLINS -- { i i -F _ _ i - - _ - -- City of Fort Collins As Constructed MASON STREET/HARMONY ROAD/ SPRING CREEK BIKE/PEDESTRIAN SWMP / DRAINAGE NOTES Project No./Code Creation Date: 04/26/2004 Initials: ELL No Revisions: Last Modification Date: 04 26 04 Initials: ELL / / Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Revised: Designer: ELL Drawing File Name: E02181 DET01.dwg Detailer: ELL Void: Sheet Number 144 Acad Ver. 20001 Scale: NTS Units: ENGLISH Sheet Subset: DRAINGE Subset Sheets: EC-1 of 1 G1 - 2 97 ti em� C.J 1 1 /4" 12" 6" 9„ SECTION B—B N.T.S —H► C Li O 0 LLJ C tY Ld 01 r, 5/8" ROLLED STEEL TREAD (DIAMOND PATTERN) DIMENSION VARIABLE 0 L= 3" #4 BAR WEwcv �] 1 4 ON NELSON STANDARD ANCHOR (TYPICAL BOTH SIDES) RETAININ C 4'-0" 0 PLAN VIEW N.T.S SECTION C—C N.T.S LED STEEL TREAD PLATE 1" FLAT HEAD MACH. SCREW BRASS OR ELECTRO—GALV. FINISH. -E IRON TO BE DRILLED AND -AIDED TO RECEIVE SCREW. CRETE TO BE DRILLED TO ALLOW EW (TYPICAL BOTH SIDES). 2' 12' PATH 2' SHILDR.1 SHLDR. 27. SECTION A —A N.T.S SIDEWALK DRAIN DETAILS PLAN VIEW -ROSION 3ALES ;ONTAINMENT AREA 2 FT MIN EXISTING GROUND 4 IN. 2 9MINEXCAVATED AREA CROSS—SECTION A —A CONCRETE WASHOUT STRUCTURE N.T.S NOTE: THE LOCATION OF THE CONCRETE WASHOUT STRUCTURE TO BE DETERMINED DURING CONSTRUCTION MA FELSBURG rIHOLT & ULLEVIG Computer File Information � 0 Index of Revisions CITY of FORT COLLINS - i - -� F F - � � _ - F T -_ - - City of Fort Collins As Constructed MASON STREET/HARMONY ROAD/ SPRING CREEK BIKE/PEDESTRIAN DRAINAGE DETAILS Project No./Code Creation Date: 08/14/03 Initials: SED No Revisions: Last Modification Date: 01 /23/04 Initials: SPG Full Path: I:\02181\Acad\Final Trail Design\HormonyNorth\Sheet Revised: Designer: ELL Drawing File Name: E02181 DET02.dwg Detailer: CDT Void: Sheet Number 145 Acad Ver. 2000i Scale: NTS Units: ENGLISH Sheet Subset: DRAINAGE Subset Sheets: DD-1 of 3 cv - 297 ti c�A i LIP OF GUTTER PAVEMENT 1IG" �` GROUT 12" SC 15" 0 RCP 3-1/2"x1-1/2" I a 3" 2'-0" 6" 8" R FL ELEVATIOI GRATE FL ELEVATION CONSTRUCTION JOINT 2'-6" (TYP) 31D"CL i INVERT OUT ELEVATION 1% CONCRETE 3"CL 3'— 10" B SECTION 1 1 45- MONOLITHIC SIDEWALK 0 i CLR. MIN. #4's 12"(MAX) 'CONSTRUCTION JOINT 3-1/2"x1-1/2" KEY CONTRACTOR TO NOTCH & BLOCK OUT AROUND PIPE OPENING AND FORM SMOOTH RADIUS AROUND PIPE WITH NON —SHRINK GROUT GROUT 3" RADIUS Q 15"0 RCP Sf CONCRETE SC TOP OF SLAB 8' CONNECTOR OUTLET (OPTIONAL) „ 2,_9„ #5 s x 8 �Q 45' u� 3'-6" ® 45' EXTRA 2" CL (TYP) REBAR PLACEMENT AROUND CONNECTOR COMPACTED CLI STRUCTURE BACKFILL o „* IRN INTO PLANE OF WALL VERTICAL WALL BAR VERTICAL WALL BAR BACK WALL(TYP) NOTES 1. FOR PAYMENT PURPOSES, INLET STRUCTURE SHALL ALSO INCLUDE 2'-0" CURB AND GUTTER TRANSITION SECTION AT EACH END OF INLET PLUS SIDEWALK SECTIONS WHERE REQUIRED BEHIND INLET STRUCTURE AND TRANSITION SECTIONS. 2. FLOOR SLOPE MAY BE POURED MONOLITHIC WITH BASE. 3. SC=SLOPE OF CONNECTOR=1% MIN. 4. UNLESS OTHERWISE SPECIFIED ON THE DRAWINGS OR OTHERWISE APPROVED, ALL #16 INLETS SHALL BE CONSTRUCTED WITH AN ADJUSTABLE CAST IRON CURB BOX. 5. DESIGN CONDITIONS FOR INLET ALLOWS DEPTHS OF 6' (MAX). FOR INLETS MORE THAN 6' IN DEPTH, SHOP DRAWINGS AND DESIGN ANALYSIS SHALL BE SUBMITTED FOR APPROVAL. 6. ALL REINFORCING STEEL SHALL BE ASTM, A-615, GRADE 60 DEFORMED BARS. DIAMETER OF BEND MEASURED ON THE INSIDE OF THE BAR SHALL BE MINIMUM OF 6 BAR DIAMETERS. 7. ALL WORK SHALL CONFORM TO AASHTO "STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES" 1990 EDITION. 8. CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 4000 PSI. 9. SUB —GRADE SHALL BE A GRADATION EQUAL TO CLASS B BEDDING COMPACTED TO 95% MAXIMUM DRY DENSITY, AASHTO DESIGNATION T-180. 10. NO FORMWORK SHALL REMAIN INSIDE STRUCTURE WHEN COMPLETE. 1 1 . SUB —GRADE SHALL BE SHAPED UNDISTURBED MATERIAL OR OVER EXCAVATED AND BACKFILLED WITH CLASS B BEDDING MATERIAL. 12. SPLICING OF REINFORCING STEEL SHALL BE PERMITTED ONLY WHERE DETAILED IN DRAWINGS. 13. INLET WALLS SHALL BE FORMED BOTH INSIDE AND OUTSIDE. CASTINGS OF SIDEWALLS AGAINST EARTH IS NOT PERMITTED, 14. LEAN CONCRETE FILL TO BE F =2000 PSI. (TRANSITION) IS 2" T =THROAT OPENING 'T'=6" for 6" VERTICAL CURB & GUTTER T'=5" FOR COMBINATION CURB, GUTTER & SIDEWALK DROP FROM GUTTER FL ELEVATION TO GRATE FL ELEVATION VERTICAL CURB & GUTTER NO. 16 GRATE & FRAME TOP OF CURB wE)ANICinni ininir CONCRETE R-2 NLET TYPE 31111111IFTS PLAN VIEW SIDEWALK CURB GUTTER TOP OF ADJUSTABLE CURB BOX A SECTION 11 16 D ETN LS FLOW DIRECTION rTOP OF CURB 31D" CL(TYP) #4's @ 12"(MAX) EW BACKFILL AROUND STRUCTURE TO BE HAND TAMPED IN 6" LIFTS (BACKFILL METHOD B) CONSTRUCTION JOINT SUITABLE SUBGRADE (SHAPED UNDISTURBED MATERIAL) SEE NOTE 11 FELSBURG rl HOLT & ULLEVIG Computer File Information C= 0 � Index of Revisions CITY OF FORT COLLINS 1 - - _ - L Cityof Fort Collins As Constructed MASON STREET/HARMONY ROAD/ SPRING CREEK BIKE/PEDESTRIAN DRAINAGE DETAILS Project No./Code Creation Date: 04/27/2004 Initials: ELL No Revisions: Last Modification Date: 04/27/04 Initials: ELL Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Revised: Designer: ELL Drawing File Name: E02181 DET04.dwg Detailer: ELL Void: Sheet Number 1 46 Acad Ver. 20001 Scale: NITS Units: ENGLISH Sheet Subset: DRAINAGE Subset Sheets: DD-2 of 3 Cl - 297 ti Os N 1 3 — #4 CIRCULAR TIES CUT NO.2 LINE N 0 L L/2 (TYP.) #4 Q 12" 9 4 I j FLOW I � I I / 90° \ kk #4 © 12 3 — #4 CIRCULAR TIES VERTICAL SECTION 6" MIN. ----- -------------- o 0 90• CUT NO 2 LINE CONCRETE TO TOTALLY ENCASE THE PIPE ENDS AS SHOWN 7 MINIMUM DIMENSIONS D L T 15" 12" 5" 18" 12" 5" 21" 12" 6" CLOSURE DETAIL NOTES p� 1. A CONCRETE COLLAR IS REQUIRED WHERE THE CHANGE IN GRADE EXCEEDS 0.10 OF A FOOT PER FOOT. 2. GAP LIMITS 3 PIPE COLUMN "A" COLUMN "B" DIAMETER (SEE A BELOW) (SEE B BELOW) 21 " OR LESS 1/2 " ill A. IF THE "EXTREME OUTER ENDS" OF THE PIPE LEAVE A GAP THAT EXCEEDS VALUES IN COLUMN "A" OR COLUMN "B", A CONCRETE COLLAR IS REQUIRED. B. IF THE GAP EXCEEDS 6 INCHES, A MANHOLE STRUCTURE IS REQUIRED. CONCRETE COLLAR SHALL NOT BE USED FOR A SIZE CHANGE ON THE MAIN LINE. 4. FOR PIPE SIZE NOT LISTED USE NEXT SIZE LARGER. 5. WHERE REINFORCING IS REQUIRED THE DIAMETER OF THE CIRCULAR TIES SHALL BE D+(2 x WALL THICKNESS)+T. 6. REINFORCING SHALL BE USED WHERE THE SPACES BETWEEN THE EXTREME OUTER ENDS ARE 21/2" OR LARGER. CUT NO.1 LINE— / CUT N0.2 6" MIN. 7 CUT NO.1 : SAW THE TUBE AT AN ANGLE OF A/2 WITH THE TRANSVERSE PLANE. REVERSE ONE SECTION AND TAPE BOTH SECTIONS TOGETHER FORMING THE DEFLECTION ANGLE A. CUT NO.2 : SAW THE TUBE LONGITUDINALLY REMOVING A STRIP 3.14 (O.D.—D) INCHES WIDE ON THE SIDE 8 OPPOSITE THE OPEN JOINT. BEND THE ENDS OF THE CUT TOGETHER AND INSERT THE TUBE IN THE PIPE. NOTES: FOR STORM LINE CONNECTORS ONLY, NOT TO BE USED ON MAINLINE SEWERS. AN INTERIOR FORM OF UNSEALED SONO—TUBE OR EQUAL SHALL BE USED TO PROVIDE A SMOOTH INTERIOR JOINT. (SEE DETAIL A) DETAIL "A" SONO—TUBE, OR EQUAL, INTERIOR FORM CIRCULAR TIES : PIPE DIAMETER SPACE BETWEEN EXTREME OUTER ENDS NO. OF CIRCULAR TIES 21 " OR LESS 2 1/2 " 3 WHERE THE SPACE BETWEEN PIPE LONGITUDINAL ENDS EXCEEDS 21/2", THE NUMBER OF CIRCULAR TIES SHALL BE INCREASED TO MAINTAIN AN APPROXIMATE SPACING OF 6" OC. AN INTERIOR FORM OF UNSEALED SONO—TUBE OR EQUAL SHALL BE USED TO PROVIDE A SMOOTH INTERIOR JOINT. THE PAPER FORM MAY BE LEFT IN PLACE (SEE DETAIL A). THIS DETAIL APPLIES "ONLY" TO PIPE 21" DIAMETER OR LESS. STORM CONNECTOR PIPE CLOSURE DETAIL TO BE LOCATED AT STATION 423+92 C C (1n-4-1?" CRETE 'NT ) STORM SEWER �TERIAL NOTE: CONCRETE ENCASEMENT SHALL BE INCLUDED IN THE COST OF REINFORCED CONCRETE PIPE. TO BE LOCATED AT STATIONS 504+87 AND 508+85 CONCRETE ENCASEMENT DETAIL NO SCALE MA FELSBURG rIHOLT & ULLEVIG Computer File Information O 0 0 Index of Revisions CITY of FORT COLLINS - - 6iil City of Fort Collins As Constructed MASON STREET/HARMONY ROAD/ SPRING CREEK BIKE/PEDESTRIAN DRAINAGE DETAILS Project No./Code Creation Date: 08/14/03 Initials: ELL No Revisions: Last Modification Date: 01 /23/04 Initials: SPG Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Revised: Designer: ELL Drawing File Name: E02181 DET03.dwg Detailer: ELL Void: Sheet Number 147 Acad Ver. 20001 Scale: NTS Units: ENGLISH Sheet Subset: DRAINAGE Subset Sheets: DD-3 of 31 C1 - ?,91 I 5040 EXISTI 5030 301 +00 J�, w O U w p U LO Df 00 00 O � O ^ + O +- Q O� CD n(i- no PROPOSED FINISHED GRADE G GRADE OF RCES iEND INV. EL. 0 T - -; 4 O O r) N 6' LAYER a LO w II o o �Ln w U w O z w J w CO RIPRA THICK ES o > > (EROSION wz z z Ln II REQ'D 18" X 30' w RCP ® 0.667% (A2) D O z •• Computer File Information Creation Date: 04/27/04 Initials: RSA Last Modification Date: 04/27/04 Initials: RSA Full Path: I:\02181\Acad\Final Trail Design\HormonyNorth\Sheet Drawing File Name: D02181 PR001.dwg Acad Ver. 2000i Scale: 1 "=20' Units: ENGLISH LINE A 5034.16 OF TOPSOIL 12"), (L=6' , W=6' , S=2 ) OVER GEOTEXTILE CONTROL) (CLASS B) 5030 1 +00 ndex of Revisions City of Fort Collins CITY OF FORT COLLINS H 1 -f F li it F'_ F- i A--'- _ 5030 EXISTING G 423+92 J -H cn w 0 J N z N O U 0 L0 L6. NU II co Z J N T U W 0) NX m nC3 �w �-Li m w CONNECT TO EXIST. INLET MATCH EXISTING INV. EL. 5022.26t O O z z 5020 wl Iw 0+00 REQ'D 18" X 30' RCP Q 0.500% (B2) As Constructed No Revisions: Revised: Void: M N N O L0 II 0 0 5030 PROPOSED FINISHED G 3:1 MAX. CONNECT RCP TO RCES WITH CONCRETE COLLAR (SEE DETAIL ON SHEET DD-2) `n (B2) wo U � RCES @ 16.769%f 1 +00 LINE B MASON SPRING Designer: Detailer: Sheet Subset: 5020 STREET/HARMONY ROAD CREEK BIKE/PEDESTRIA PIPE PROFILES ELL JMH DRAINAGE Subset Sheets: DP-1 01 FELSBURG rIHOLT & ULLEVIG Project No./Code of 3 Sheet Number 148 C1 - 297 I C.� SF,P dye . P\OGF, P�G�< FOOTING BELOW #4 @ 1 ' -0" S MASON TRAIL 01, OHORIZONTAL �� #5 @ 8" CONTROL LINE O B.F. OF 6, #5 @ 8" ABUTMENT B_5 m �0 v o c� 55°00' 00" Q CN • - 1 Q1 ■ 2-3/4"O ANCHOR RODS (A307) TYP. FRONT FACE BRG. ABUT. 2 9 �� ■ �11ti CDOF ABUTMENT STA. 251 +10.41 g-5 FOOTING A ■ CONTRACTOR SHALL VERIFY ANCHOR BELOW �_ ANCHOR BOLT SIZE, LOCATIONS, AND BOLT GROUP DIMENSIONS WITH PREFABRICATED 10' —1�/8" 10'-2" BRIDGE MANUFACTURER 20' —4" ABUTMENT 2 PLAN ABUTMENT BACK WALL RAISED TO WINGWALL ELEVATION MASON TRAIL ABUT. & BRIDGE TOP OF o HORIZONTAL NORTHWEST CONTROL LINE —� WINGWALL ■ EL. 5041.54 o .. z BEARING SEAT ABUTMENT BACK v WALL RAISED TO ■ WINGWALL ■� ELEVATION ■ 2-3/4"0 ANCHOR z RODS (A307) TYP. �I o 10'-2" 10' -2" TOP OF FOOTING EL. 5036.50 Computer File Information Creation Date: 10/15/04 Initials: WJM Last Modification Date: 10/15/04 Initials: PRH Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Drawing File Name: B02181 ABT1 1 .dwg Acad Ver. 2000i Scale: VARIES Units: ENGLISH Index of Revisions ABUTMENT 2 ELEVATION City of Fort Collins NOTE: SEE SHEET B-5 FOR MORE INFORMATION TOP OF ABUTMENT BACK WALL TOP OF NORTHEAST WINGWALL EL. 5041.54 As Constructed CITY OF FORT COLLINS No Revisions: - -1 1 _LC-C E=1 _i- i LLi i — c - Revised: Void: MASON STREET/HARMONY ROAD/ SPRING CREEK BIKE/PEDESTRIAN PEDESTRIAN BRIDGE 3 ABUTMENTS (2 of 2 Designer: B. MARCATO Detailer: P. HELM P'A FELSBURG rl HOLT & ULLEVIG Project No./Code Sheet Subset: BRIDGE Subset Sheets: B-5A of 101 Sheet Number 1 4A c1 - 297 r- Cj a 0 503+90 504+87 o 508+85 Ed 5030 5030 5030 5030 5030 �CFf:�) 0W- 5030 w w LC)Q +I m Q �p O 0 o� g II z r.)In wJO LLJ -H � w +I � >- J � F m W + O � O r7 0 N J (� ai r GROUIND +Q N W CO EXISTING GROUND -H o� I 0Zw W +01 � �o w +�00 Ow FINISHED GRADE rn c� —• oo a a_ ' o 0 FINISH D GRADE Cn Lnaf D GRADE REQ'D 12" STEEL CLEAN CULVERT END SECTION REQ'D 18" X 31.0' (C3) RCP( @) .500% - �REQ'D 2" X 14.0' CMP o (C2)2.8 7% 10' LONG X N " THICKT 5020 5020 0 5020 5020 5020 502000NCRETE EACH SIDE OF WATERLINE c� (INCL. IN COST OF RCP) O OCD < w m CO z K w w° F= ENT J rn +I oo wU -H 0— R LINE o ao 0 II L' RCP) Q n rn Z_ Z ON O J= 0 Z O LiJ F- _ W O X (n NCB O� QCj Z II W w z �nX >� z O v� 11w z`• ~z O W J O Q Y W X w = F- 3 > }- z W a_ O Z Q 0 00 Z 0 Z O CIF Z�� N _ j °� O w z Co o z cn Ln : Y X f- II 0 w Z w O O Q Z Z z W-00 O - N LJ U) 5010 5010 5010 5010 5010 XZ w 5010 0+00 LINE C 1 +00 0+00 LINE D 1 +00 0+00 LINE F 1 +00 FELSBURG 0.1 l HOLT & ULLEVIG Computer File Information Index of Revisions _ As Constructed MASON STREET/HARMONY ROAD/ Project No./Code Creation Date: 04/27/04 Initials: RSA O CITY OF FORT COLLINS SPRING CREEK BIKE/PEDESTRIAN Last Modification Date: 04/27/04 Initials: RSA - I f -F No Revisions: PIPE PROFILES Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet F — — Revised: Designer: ELL Drawing File Name: D02181 PR002.dwg Detailer: JMH O City of Fort Collins Void: Sheet Number 1 49 Acad Ver. 2000i Scale: 1 "=20' Units: ENGLISH Sheet Subset: DRAINAGE Subset Sheets: DP-2 of 3 THICK WATER N J N CO O I I +I REQ'D 18" X 36.0' �� w o RCP C�0.500% �� O � EXISTING N J.-.0 �Z~w �Q N GROUND a0000 oc� Z � J ow�,noo u� � �1- INISH � w �X �� 10' LONG X 6' C1 - 297 ti Oh, N r U 5040 G Cn W 00 �of z 00 Ln N � � GRADE AT 111»1 0.300% TO RCES --I - — — — -- - - - - - STA 252+00 5030 C II8I6 EXISTING GRADE PROPOSED FINISHED GRADE REQ'D 18" X 62.0' RCP @ 0.500% (E6) Cn w C w Cn 0 X X w w z� Z W O J a_CnZ 000 r) CD 4 O Z Ln i:= IICn w J X z LiJ W +I W Om�O c6� =) 2 NU0ry �oo� N O r Ln L�J NO'�W O o �(E2) no un Ln II II J �w w� zD — O zz 1 +00 LINE E 2+00 000 5030 ►. • • 5030 0+00 252+60 1 +00 LINE E PA18I61 5040 5030 MFELSBURG ro HOLT & ULLEVIG Computer File Information O �� C=) Index of Revisions _ _ - CITY OF FORT COLLINS - =TI I E =r L I,- =I F,?=.- ILL LI—.. — City of Fort Collins As Constructed MASON STREET/HARMONY ROAD/ SPRING CREEK BIKE/PEDESTRIAN PIPE PROFILES Project No./Code Creation Date: 04/27/04 Initials: RSA No Revisions: Lost Modification Date: 04/27/04 Initials: RSA Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Revised: Designer: ELL Drawing File Name: D02181 PR003.dwg Detailer: RSA Void: Sheet Number 50 Acad Ver. 2000i Scale: 1 "=20' Units: ENGLISH Sheet Subset: DRAINAGE Subset Sheets: DP-3 of 3 red, - 297 ti Ok N I e— CiJ 0.1 FT. 12 IN. FL , II Ir1 1 rM 11\/r r n AIT II II\VJI ULV VI\ - -- (REF. SECTION 02644) NO LANDSCAPING (TREES, SCRUBS, BOULDERS, ETC.), RETAINING WALLS OR FENCES ALLOWED WITHIN 4 FEET OF FIRE HYDRANT. Computer File Information Creation Date: 08/14/03 Initials: ELL I Last Modification Date: 04/29/04 Initials: MRH Full Path: IA02181 Drawing File Name: Acad Ver. 2000i od\Final Trail Design\HarmonyNorth\Sheet U02181 DET01.dwg Scale: NTS Units: ENGLISH FIRE HYDRANT PIPING, VALVES, ETC. SHALL BE WRAPPED IN POLYETHYLENE. FIRE HYDRANT DETAIL Index of Revisions UTILITY NOTES 1. ITEM 210 - RESET FIRE HYDRANT SHALL INCLUDE ALL EQUIPMENT, MATERIALS, AND LABOR NECESSARY TO RESET THE EXISTING FIRE HYDRANT AT APPROXIMATE STA. 512+00. THE FIRE HYDRANT SHALL BE SET BEHIND THE CONCRETE TRAIL. FINAL LOCATION OF THE FIRE HYDRANT TO BE DETERMINED BY THE ENGINEER DURING CONSTRUCTION. 2. ALL MATERIALS AND LABOR TO ABANDON EXISTING MANHOLES SHALL BE INCLUDED IN ITEM 202 - PLUG STRUCTURE. THIS SHALL INCLUDE REMOVING THE RING AND COVER, CONE SECTION, AND UPPER BARREL SECTIONS AS DIRECTED BY THE ENGINEER. THE REMAINING LOWER BARREL SECTIONS SHALL BE FILLED WITH FLOW -FILL. ALSO INCLUDED SHALL BE ALL EXCAVATION, BACKFILL, AND COMPACTION. 3. ITEM 210 - ADJUST MANHOLE SHALL INCLUDE PROVIDING ALL MATERIALS, LABOR, AND EQUIPMENT NECESSARY TO EITHER RAISE OR LOWER THE EXISTING MANHOLE RIM ELEVATIONS (REGARDLESS OF AMOUNT) TO THE FINAL GRADE ELEVATIONS. THE FINAL GRADE ELEVATIONS TO BE DETERMINED IN THE FIELD DURING CONSTRUCTION. THIS ITEM INCLUDES EXCAVATION AND BACKFILL OF THE MANHOLE, PATCHING, ADDING OR REMOVING BARREL SECTIONS AND ALL OTHER NECESSARY WORK REQUIRED TO ADJUST THE MANHOLE RIM ELEVATIONS. 4. ITEM 210- ADJUST VALVE BOX SHALL INCLUDE ALL EQUIPMENT, MATERIALS, AND LABOR NECESSARY TO ADJUST THE ELEVATION OF THE EXISTING WATER VALVE BOXES AFFECTED BY THE CONSTRUCTION. THE FINAL GRADE ELEVATIONS TO BE DETERMINED IN THE FIELD DURING CONSTRUCTION. 5. ITEM 210- ADJUST VAULT SHALL INCLUDE ALL EQUIPMENT, MATERIALS, AND LABOR NECESSARY TO ADJUST THE ELEVATION OF EXISTING ELECTRIC/TRAFFIC VAULTS AFFECTED BY THE CONSTRUCTION. THE FINAL GRADE ELEVATIONS TO BE DETERMINED IN THE FIELD DURING ZE CONSTRUCTION. City of Fort Collins CITY OF FORT COLLINS L , IL As Constructed No Revisions: Revised: me MASON STREET/HARMONY ROAD SPRING CREEK BIKE/PEDESTRIA UTILITY DETAILS MgFELSBURG rIHOLT & ULLEVIG Project No./Code Designer: MRH Detailer: JMH Sheet Subset: UTILITY Subset Sheets: UD-1 of 1 Sheet Number 151 Cl - 297 i T- U TABULATION OF LANDSCAPE QUANTITIES LOCATION SEEDING (NATIVE) LANDSCAPE MAINTENANCE MULCHING (Wood Chip) REMOVAL OF TREE TRANSPLANT TREE (1.5 to 3 Inch) TRANSPLANT TREE (Over 6 Inch) ACRE LUMP SUM CUBIC FOOT EACH EACH EACH PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL MASON STREET 4.03 1 52 2 2 7 TOTALS: 4.03 1 52 2 3 6 Z (D NOTES: 1Q LANDSCAPE MAINTENANCE TO BE LUMP SUM FOR THIS PROJECT. Q PRIOR TO TREE PLANTING, FIELD STAKE ALL TREE LOCATIONS AND ADJUST PER THE ASSISTANT CITY FORESTER, RALPH ZENTZ, (PHONE 970.221.6302) DIRECTION. (3)SEEDING (NATIVE) WILL BE APPLIED TO ALL DISTURBED SOIL AREAS. SEE GRADING PLANS FOR PROJECT LIMITS OF EARTHWORK. FELSBURG MA rlHOLT & ULLEVIG Computer File Information Index of Revisions As Constructed MASON STREET/HARMONY ROAD/ Project No./Code Creation Date: 01/19/04 Initials: JAW SPRING CREEK BIKE/PEDESTRIAN CITY of FORT COLLINS No Revisions: PLANTING TABULATION SHEET Last Modification Date: 04/22/04 Initials: JAS O 281 NORTH COLLEGE AVENUE FORT COLLINS, Co 80522 Designer: JSP Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet O Phone: 970-221-6605 Revised: 96 Drawing File Name: LP100.dwg O FAX: 970-221-6378 Detailer: JSP Acad Ver. 2000i Scale: Units: ENGLISH U City of Fort Collins Void: Sheet Number 52 Sheet Subset: Subset Sheets: LP-1 of 2 Cl - 297 '9 ' sY :._'4 _7z TRANSPL TREE (OVER 6 -IN-CH --``\ ,` 1 r L� 20+00 ,r::: j; -� """^•-..�"'i"•_:` "'•••►.�.'n^%C--. �-- y .:st.•.�.t..t;t• a ai iT�+vi w. ..>z.•�_'t L: il���i .._•'s••f7ii-"CI T�r.11".LwT ;1•i�tij:�.i.T._..`N'�•TS"�• _�-•,. �:�P'x y^,..• 7s .•S'�i�hr•i.I •tt y; : t.. 'v A _�D✓,,, 5040---g— f O STATION 245+00 - 246+00 STATION 247+00 - 250+00 f�..��j\\\}f^..sue`-.✓ 01+00 TRANSPLANT TREE (1.5 TO 3 INCH) Ul —'— ..� .. :.;;,mot • "�..a.,:i r ;•,�;. � — - ��------'_'°.-�""_.�--_ _�.---�'.--" � '�'' w �� �:y .tr'7 '•`' • - `. a•.f.' tl._a-a •,�T.� •j .•T-•.�'�"a... ��.. ,,.,. �..t ...+,; T 5'_ a � _ ^-.•,,,,,. •'."„a.. I. Ja 'Jy3' Qy— � d . �+-err �� � � � _. ,�-- q� �-•- q • p.' ?..: •.. .�. ,:-f:�.�y �i_. a� •y �a..�w •7 • •i �.'.,•:.� ..A f;...w.St••�t♦ "i a�"4 �••f,^_:, �'i.•� .Ti e.- i.•� -.—•. ,aait•i`J •:U .. •t a. �,r rl: ... tT_•� f� �^'".."._-. A �s sL_.L.:'. ry.• :s_t r.t� x�S....-�--� .•�7.:�• ] f _ �1 L.y7_y�s�T�- D • O TREES TO J + '.•.. _ �—''� TR SPLANT TREE (1. TO 3 INCH) OLn .....,.....----.•.-,..""• •-''�.._., -,�"y--may ��� ".`"' _—_ —� �.,---� J,r STATION 300+00 - 303+00 STATION 314+00 - 316+00 0 20 40 FELSBURG (4 HOLT & SCALE: 1 "= 40' U LLE V I G Computer File Information Index of Revisions As Constructed MASON STREET/HARMONY ROAD/ Project No./Code Creation Date: 04/19/04 Initials: JAS CITY OF FORT COLLINS SPRING CREEK BIKE/PEDESTRIAN Last Modification Date: 04/22/04 Initials: JAS 281 NORTH COLLEGE AVENUE No Revisions: PROPOSED TRANSPLANT TREES FORT COLLINS, CO 80522 Desi ner: BAS Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet O Phone: 970-221 —6605 Revised: g Drawing File Name: LP101 O FAX: 970-221-6378 Detailer: JAS Acad Ver. 2000i Scale: 1 "=20' Units: ENGLISH r� City of Fort Collins Void: Sheet Number Sheet Subset: Plan Subset Sheets: LP-2 of 2 C1 - 297 W— V 0 N 01 N N 0 Summary of Approximate Quantities .M__A� ITEM CONTRACT ITEM UNIT WARREN FARMS WETLAND QTY. PLAN AS CONST 203-00010 UNCLASSIFIED EXCAVATION (COMPLETE IN PLACE) CY 140 214-00905 PERENNIALS (2.25 INCH POT) EA 1270 NOTE: QUANTITIES ARE ESTIMATES AND MAY VARY, DUE TO SITE CONDITIONS, CONSTRUCTION COMBINED WITH OTHER WETLAND MITIGATION OR OTHER UNFORSEEN CIRCUMSTANCES. Computer File Information Creation Date: 1/15/04 Initials: DY/LB Last Modification Date3/29/04 Initials: EP Full Path:J:\AandscopeArch\MasonStWetland\WetlandPlans\NorthofHarmonyPlans Drawing File Name: NoHarmonyWet Spring3-15—( Acad Ver. 2000i Scale: Units: ENGLISH Index of Revisions City of Fort Collins NOTES: 1. TWO THOUSAND FOUR HUNDRED FIFTY SQUARE FEET (2,450 SF.) OF NEW WETLANDS SHALL BE CONSTRUCTED AND ESTABLISHED BY THE CONTRACTOR, AS MITIGATION FOR PROJECT IMPACTS, FOR HARMONY ROAD TO SPRING CREEK. 2. PRE CONSTRUCTION MEETING SHALL BE HELD PRIOR TO CONSTRUCTION OF WETLAND MITIGATION. 3. SITE FEATURES, INCLUDING SITE ELEVATION CONTOURS, HAVE BEEN PROVIDED BY ADJACENT PROPERTY OWNER AND ARE SHOWN FOR INFORMATION ONLY. CONTRACTOR SHALL VERIFY LOCATIONS OF ABOVE AND UNDERGROUND FEATURES, UTILITIES, TREES AND ELEVATIONS 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 SPECIFICATIONS. 5. SILT FENCE SHALL BE INSTALLED BETWEEN EXISING WETLANDS AND CONSTRUCTION AREAS. MAINTAIN FENCE FOR THE DURATION OF THE CONTRACT. 6. STAKE BOUNDARIES OF EXCAVATION FOR ENGINEER APPROVAL. EXCAVATE WETLAND MITIGATION AREA 12 TO 18 INCHES DEEP AS DIRECTED BY ENGINEER. SITE CONDTIONS MAY BE WET DURING CONSTRUCTION. DEWATERING THE SITE WILL NOT BE ALLOWED. EXCAVATION SHALL PROCEED IN PHASES WITH THE FINAL EXCAVATION DEPTHS APPROVED BY ENGINEER PRIOR TO PLANTING. FINAL GRADES SHALL HAVE ROUGHENED SOIL SURFACE. EXCAVATION MATERIAL BECOMES THE CONTRACTOR'S PROPERTY TO BE DISPOSED OFF -SITE. 7• REMOVE CATTAILS AND WETLAND TOPSOIL AS DIRECTED BY ENGINEER TO ALLOW WATER FROM OUTLET TO FLOW TO WETLAND MITIGATION AREA. 8. ANY TRAFFIC CONTROL FOR TRAIL USERS SHALL BE CONSIDERED AN INCIDENTAL EXPENSE. 9• FERTILIZER OR HERBICIDES WILL NOT BE APPLIED WITHIN 50 FEET OF EXISTING OR CONSTRUCTED WETLANDS. NIFELSBURG CarteruBurgess rIHOLT & ULLEVIG CITY OF FORT COLLINS 281 NORTH COLLEGE AVENUE FORT COLLINS, CO 80522 Phone: 970-221 —6605 FAX: 970-221 -6378 As Constructed MASON STREET/HARMONY ROAD/ SPRING CREEK BIKE/PEDESTRIAN WETLAND MITIGATION PLAN Project No./Code No Revisions: Revised: Designer: DY/LB Detailer: EP Void: Sheet Number 154- Sheet Subset: Subset Sheets: WM 1 of 2 C1 - 297 O� !V I MIUri 1-vr—vvNI ""L1"`NL) ~"" "1FIAMMI" I"IIII""II"I" ,14"1 1111 CONTRACT) -SILT FENCE - ��� EXISTING WETLAND STANDING WATER HEL SBURG - - - - BOUNDARY OF WARREN FARM WETLAND MITIGATION rl HOLTLT & CQrternBlil'gess ULLEVIG Computer File Information Index of Revisions As Constructed MASON STREET/HARMONY ROAD/ Project No./Code Creation Date: 1/15/04 Initials: DY/LB 0 CITY OF FORT COLLINS SPRING CREEK BIKE/PEDESTRIAN O 281 NORTH COLLEGE AVENUE aii No Revisions: WETLAND MITIGATION PLAN Last Modification Date:3/29/04 Initials: EP O FORT COLLINS, CO 80522 Phone: 970-221 —6605 Revised: Designer: DY/LB Full Path:J:\AondscopeArch\MasonStWetland\WetlandPlans\NorthofHarmonyPlans FAX: 970-221 —6378 City of Fort Collins Detailer: EP Drawing File Name: NoHarmonyWet Spring3-15-04 Acad Ver. 2000i Scale: Units: ENGLISH 0 Void: Sheet Subset: Subset Sheets: WM of 2 Sheet Number C1 . 297 EXISTING FENCE (TO REMAIN) SOUTHWEST WINGWALL B.F. ABUT. 1 STA. 416+98.80 417+ 1 nc' nT 20' -0" FENCE GATE. SEE DETAIL THIS SHEET 0 I SOUTHEAST WINGWALL FENCE GATE POST MOUNTED IN CENTER OF RAISED REAR ABUTMENT WALL. SEE DETAILS THIS SHEET AND B-7. / / 45-00' 00" / (TYP.) EXISTING CONCRETE WALL (TO REMAIN) EXISTING BNSF BRIDGE (TO REMAIN) B.F. ABUT. 1 1 ' —2Y" s B.F. ABUT. 1 5035 r - V EL. 5032.57 5030 N 1023' 12" E MASON TRAIL HORIZONTAL CONTROL LINE EXISTING CONCRETE WALL (TO REMAIN) i I A k I 44' —4Y4" 42' -0" PREFABRICATED STEEL TRUSS BRIDGE \\ ± 7- z r NORTHWEST WINGWALL BNSF R.O.W. w 0 iY m— WE / B.F. ABUT. 2 / STA. 417+43A 5 1.25' RT. TRAIL FINISHED GRADE VERTICAL PICKETS SPACED Q CAPACITY = 535 CFS FOR MAX. GAP OF 4" (W.S. EL. = 5031.90) (PROVIDED BY BRIDGE MANUF.) 1 1- 1 - II I � lil FENCE ---./ NORTHEAST WINGWALL TOP OF FOOTING TOP OF FOOTING EL. 5028.50-• EXISTING EL. 5029.00 LOW CHORD GROUND - QIRR = 225 CFS 5025 EL. = 5031.57 — - - — (W.S. EL. = 5029.32) 5020 F 417+00 417+25 LONGITUDINAL SECTION • FINISHED GRADE AT MASON TRAIL HORIZONTAL CONTROL LINE Computer File Information I Index of Revisions Creation Date: 01 /20/04 Initials: RAID O Last Modification Date: 10/01 /04 Initials: PRH Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Drawing File Name: B02181 GLA03.dwg I0 Acad Ver. 2000i Scale: VARIES Units: ENGLISH City of Fort Collins B.F. ABUT. 2 --REDWING Y ROAD Q z C�Ci� m PEDESTRIAN BRIDGE 4 _J Q =-a KEYMAP SEE SHT. B-8 FOR PED. RAILINGS ON WINGWALLS. 1 ' —2Y8" RAILING NOT REQUIRED ON SOUTHWEST WINGWALL. TOP OF WINGWALLS B.F. ABUT. 2 EL. 5034.00 • EL. 5032.93 - -p _ [, T 5035 5030 MASON TRAIL HORIZONTAL CONTROL LINE 1 ' -3" i 5' -9" 5' -9" BICYCLE RUB RAIL (TYP.) - VERTICAL PICKETS I SPACED FOR MAX. GAP OF 4" STEEL TOE PLATE (TYP.) � I � * 4" CAST -IN -PLACE CONCRETE DECK FLOOR BEAM BRIDGE * 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 BRIDGE SECTION (LOOKING UPSTATION) 4" MIN. C.I. CONCRETE [ DECK FO FLOOR BEP F.F. OF 1/4„ X 6" -3ES Q 450 L 3x3x 1/4 FOR LENGTH OF BACKWALL (TYP.) 1/2 "x 4" HEADED ANCHOR STUD FIELD WELDED TO ANGLE, SPA. @ 12" (TYP.) TO BE PLACED DURING CONSTRUCTION OF BACKWALL OF ABUT. AIRING DETAILS PER EFABRICATED BRIDGE MANUFACTURER JOINT COVER PLATE DETAIL NOTE: COVER PLATE SHALL BE SUPPLIED BY PREFABRICATED BRIDGE MANUFACTURER 6" DIA. END POST PEDESTRIAN BRACE END POST ADJACENT BRIDGE TO GATE PER DETAILS IN CDOT 3" DIA. STANDARD GALVANIZED PIPE STD. PLAN N0. M-607-1 FOR POST, PER CDOT STD. PLAN M-607-1. COMBINATION WIRE FENCE WITH SEE DETAIL ON SHEET B-7 FOR WOODEN POSTS. ANCHORAGE TO ABUTMENT BACK WALL. HINGE BOLT OR COLLAR HINGE (TOP & BOTTOM) 20' -0" GATE OPENING `± I 0 0 I I i� FINISHED GRADE (MIN. FINISHED TRAIL FENCE. SEE SHEET CLEARANCE BENEATH GROUND FD-01 FOR DETAILS. BRIDGE = 6")(TYP.) 5025 SOUTHEAST GATE SHALL MEET REQUIREMENTS OF CDOT LOCKABLE WINGWALL STANDARD M-607-1. GATE SHALL BE LINED LATCH BACK WALL OF WITH HORSE FABRIC, SIMILAR TO TRAIL FENCE ABUTMENT 1 (SEE TRAIL FENCE DETAILS). 417+50 5020 FENCE GATE ELEVATION (FACING EAST AT SOUTHEAST WINGWALL) 00FELSBURG NOTE: COST OF GATE SHALL BE INCLUDED IN COST OF TRAIL FENCE. rI H O LT & ULLEVIG As Constructed MASON STREET/HARMONY ROAD/ Project No./Code CITY OF FORT COLLINS SPRING CREEK BIKE/PEDESTRIAN No Revisions: PEDESTRIAN BRIDGE 4 GENERAL LAYOUT " -- — Revised: Designer: B. MARCATO Detailer: P. HELM Void: Sheet Subset: CULVERT Subset Sheets: 3-6 of 10 Sheet Number 15 C! - 297 s-- N I N 0 I FOOTING BELOW o� 4 @ 1 ' —0" P� N\\HR CONTROL TE HAND 2) Q) �#5 @ 8„ ■ CONTRACTOR SHALL VERIFY ANCHOR BOLT SIZE, LOCATIONS, AND DIMENSIONS WITH PREFABRICATED BRIDGE MANUFACTURER FENCE GATE POST MOUNTED AT BACK WALL OF ABUTMENT. SEE DETAILS THIS SHEET AND ON B-6. TOP OF SOUTHEAST WINGWALL EL. 5032.57 TOP OF FOOTING EL. 5028.50 TOP OF NORTHWEST WINGWALL EL. 5033.93 TOP OF FOOTING EL. 5029.00 ABUTMENT BACK WALL RAISED TO WINGWALL ELEVATION o z 1 0 0 FRONT FACE - OF ABUTMENT FOOTING BELOW #5 @ 8„ B.F. OF ABUTMENT 45°00' 00" 1 BRIG. ABUT. 1 STA. 417+00.80 (� BRIG. ABUT. 2 STA. 417+41.15 10'-0" 4 @ 1 ' —0" I_1 ■ 2-3/4 "0 ANCHOR RODS (A307) TYP. B \ A 10'-0" STEP IN RAISED BACK WALL, ABOVE (AT ABUTMENT 2 WINGWALLS ONLY) a_ ♦ o 0 ■ i10 3/s ANCHOR BOLT GROUP 20' —0" ABUTMENT PLAN (ABUTMENT 2 SHOWN - ABUTMENT 1 SIMILAR, OPPOSITE HAND, r� AND TOP OF WINGWALLS BELOW BEARING ELEVATION) ABUT. & BRIDGE MASON TRAIL HORIZONTAL ® t CONTROL LINE 0 z_ BEARING SEAT ■ ■ ��■ 2-3/4"0 ANCHOR RODS (A307) TYP. 10'-0" ABUTMENT 1 ELEVATION MASON TRAIL ABUT. & q BRIDGE o HORIZONTAL -I CONTROL LINE 10'-0" z BEARING SEAT ABUTMENT BACK WALL RAISED TO ■ WINGWALL ■� ELEVATION ■ 2-3/4 "0 ANCHOR RODS (A307) TYP. 10'-0" 10'-0" Computer File Information Creation Date: 02/03/04 Initials: WJM 0 Last Modification Date: 10/17/04 Initials: WJM Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Drawing File Name: B02181 ABT21 .dwg Acad Ver. 2000i Scale: VARIES Units: ENGLISH ABUTMENT 2 ELEVATION ndex of Revisions TOP OF ABUTMENT BACK WALL TOP OF SOUTHWEST WINGWALL EL. 5032.57 (BEYOND) TOP OF ABUTMENT BACK WALL TOP OF 2 NORTHEAST HOLE'. WINGWALL FOR EL. 5033.93 H.S. BOLT`. City of Fort Collins WINGWALL 10" n WINGWALL 10" +I #4 F1 FINISHED of FINISHED GRADE @ 1'-0" GRADE - # 4 @ 1 -0 #5 @ 8" • -n @ 1, #5 J @ 1 '-0" #5 J @ 1 ' —0" #4 J @ 1 ' —0„ #4 @ 1 '-0" FINISHED FINISHED GRADE GRADE #4 @ 1'-0" -iil= ii =iii -i #4 @ 1'-0„ EACH WAY 6" = EACH WAY =i 6" TYP. i #4 @ 6" EACH WAY SECTION AT NORTHEAST AND NORTHWEST WINGWALLS ATE POST 1/2" BOLT, NUT, AND LOCKWASHER J 'AISED BACK VALL OF �BUTM ENT GATE POST CONNECTION TO ANCHOR D 0 M � c 0 X _6" BAR 72, GR RAISED BACK WALL OF ABUTMENT a "0 X 4" I I HEADED ANCHOR ELEVATION SECTION STUD NOTE: THE COST OF THE ANCHORAGE SHALL NOT BE PAID FOR SEPARATELY, BUT SHALL BE INCLUDED IN THE COST OF CONCRETE (CLASS D) GATE POST ANCHOR DETAILS (SEE SHEET B-6 FOR FENCE GATE POST LOCATION NEAR SOUTHEAST WINGWALL) SETTING PLATE PROVIDED BY PREFABRICATED BRIDGE MANUFACTURER F.F. OF ABUTMENT— # 4J @ 1 ' —0" o I #4 @ 6" EACH WAY J U SECTION AT SOUTHEAST AND SOUTHWEST WINGWALLS 2' —2" EL. 5032.57 @ ABUT. 1 1 ' —4" 10 EL. 5032.93 @ ABUT. 2 1/2" x 2" ANCHOR BOLT GROUP COMPRESSED 9" 7,> JOINT MATERIAL CONCRETE TRAIL PAVEMENT 1/2" EXPANSION JOINT MATERIAL (TYP.) #4 @ 1 ' -0„ EDGE ANGLE, SEE JOINT COVER PLATE DETAIL ON SHEET B-6 5-#5 CONT. #5 L @ 1 ' -0>' #4 CONT. @ 1 ' -0" EACH FACE B.F. OF 1 ' -0" ABUTMENT N � _1 #4 @ 1 ' -0" EACH WAY #4 @ 6" EACH o WAY, TOP AND U BOTTOM ABUTMENT 1 AND 2 SECTION BA As Constructed MASON STREET/HARMONY ROAD/ CITY OF FORT COLLINS SPRING CREEK BIKE/PEDESTRIAN No Revisions: PEDESTRIAN BRIDGE 4 ABUTMENTS F `1 I I = Revised: Designer: B. MARCATO -' Detailer: P. HELM P.A FELSBURG HOLT & ULLEVIG Project No./Code Void: Sheet Subset: BRIDGE Subset Sheets: B-7 of 10 Sheet Number 161 C1 - 29i v (� VERT. q POST TUBE MEASURED ALONG 2' —0" 4—0" WINGWALL 2" 1 6 SPA. @ 4" 12 SPA. @ 4" = 4'-0" (TYP.) PEDESTRIAN z Q BRIDGE J Q O J BICYCLE O RUB RAIL 0 m �— FRONT FACE OF ABUTMENT BICYCLE - RUB RAIL ON PEDESTRIAN BRIDGE POST 2' —0" 8" I 8 SPA. @ 4" = 2' —8" (TYP.) I I I � I I o 1/2" SQUARE STEEL BAR VERTICALS (TYP.) I I I I `V I 1 ' —4" 1 10" 1 in TOP OF - - -- WINGWALL 7' —0" WINGWALL OL VERT. TUBE RAILING � BICYCLE RAIL 5'1/2 „ 11/2" DIA. STEEL PIPE (TYP.) O J I U ANCHOR PLATE DETAIL VERT. TUBE (3 t3/1 mOf PER RAIL ONCOST OF ANCHOR PLATES SHALLBE INCLUDED IN ITEM 601, WINGWALLS) CONCRETE CLASS D (WALL) BACK FACE OF4' —0"ABUTMENT WINGWALL END OF BRIDGE1/2 " SQUARELD LLJ STEEL BARoDj VERTICALS (TYP.)TYP.s RAILING Z Q 10 WINGWALL TYP. BEND AT END OF o- RAILING WITH AN ADDITIONAL VERTICAL TUBE 4'-0" 1 ' —0 BICYCLE RUB RAIL 6» C POST POST ON PEDESTRIAN TYP. n 1/4" PLATE STEEL SUPPORT AT EACH POST OR I FINISHED BRIDGE PEDESTRIAN. LU GRADE VERTTUBE I � BRIDGE � NOTE: NO BICYCLE RAILING ANCHOR PLATE VERT REQUIRED ON PEDESTRIAN BRIDGE 1 . TUBES AT EACH 3/8 "x6"x6" WITH AT SEE POST ABUTMENT 2 WINGWALL RAILINGS POST LOCATION 4—h"Ox4" HEADED ANCHORAGE ON WALL STUD ANCHORS 1'-8" DETAIL, THIS SHEET PEDESTRIAN BRIDGE 1 ABUTMENT 2 END OF ABUTMENT RAILING PLAN VIEW FINISHED GRADE - WINGWALL TYPICAL PEDESTRIAN RAILING ELEVATION AT WINGWALL 1/4" END — PLATE PEDESTRIAN BRIDGE FRONT FACE / ABUTMENT PEDESTRIAN BRIDGE ABUTMENT BEARING SEAT 2' (VIEW TOWARDS INSIDE FACE OF WINGWALL) END OF BRIDGE BACK FACE OF ABUTMENT 5' —4" 1 ' —4" J Q a- w J U [INSIDE / � �N BICYCLE FACE OF m RAIL % WINGWALL � -- 1 RAILING I I G 1 2' —0" _ 4'-0" 2, —0„ VERT. POST TUBE POST 6 1/4" END PLATE VERT. POST � OUTSIDE FACE OF TUBE CL VERT. WINGWALL POST - Q TUBE S 1 ' —0" 2' —0" 1 ' —0" �/2" SQUARE STEEL PEDESTRIAN RAILING DETAIL ,-�, T T BAR VERTICALS AT J I _ O F-- O m 4" O.C. (TYP.) VERT. � VERT. NOTE: NO BICYCLE RAILING _J TUBE POST POST TUBE REQUIRED ON PEDESTRIAN Q BRIDGE 1 ABUTMENT 2 4" 2'-0" 4'-0 2'-0" WINGWALL RAILINGS 0 i SEE POST ANCHORAGE ON WALL DETAIL, THIS SHEET J =_ Ln FINISHED GRADE/TOP I _I 4'-0" OF BACK ABUTMENT ro o ro WINGWALL WALL 0 0 m 11 1/2" SQUARE STEEL BAR VERTICALS AT 4" O.C. (TYP.) SEE POST ANCHORAGE ON WALL Q PEDESTRIAN BRIDGE 1 ABUTMENT 2 DETAIL, RAILING ELEVATION SHEET z NOTES: RAILING NOT REQUIRED AT SOUTHWEST WINGWALL OF PEDESTRIAN BRIDGE 3 AND SOUTHEAST AND WINGWALL ABUTMENT SOUTHWEST WINGWALLS OF BRIDGE 4. NOTE: NO BICYCLE RAILING REQUIRED 1 BEARING ON PEDESTRIAN BRIDGE 3 ABUTMENT 1 SEAT THE CONTRACTOR SHALL FIELD —MEASURE THE WINGWALLS PRIOR TO FABRICATION OF PEDESTRIAN SOUTHEAST WINGWALL RAILING RAILING f0 VERIFY DIMENSION REQUIREMENTS. 8„ RAILING SHALL BE PAINTED THE COLOR "DARK BROWN", EQUIVALENT TO FEDERAL STANDARD 595E PEDESTRIAN BRIDGE 3 SOUTHEAST WINGWALL VERT. TUBE COLOR Nb, 30045, AND IS TO BE SELECTED FROM TEST PANELS PROVIDED BY THE CONTRACTOR. RAILING ELEVATION VERT. TUBE 11 ALL PIPE SHALL BE 1 /2 0 SCH. 40 STEEL PIPE CONFORMING TO ASTM A53, TYPE E OR S, GRADE B (fy = 435 ksi). 1 ' —4" 10" 7' —0" WINGWALL BACK ALL OTHER STRUCTURAL STEEL SHALL BE ASTM A36 (fy = 36 ksi). ABUTMENTMAFELSBURG WALL PEDESTRIAN RAILING SHALL BE PAID FOR AS ITEM 514, PEDESTRIAN RAILING (STEEL) ON A LINEAR rIHOLT & TYPICAL PEDESTRIAN RAILING PLAN VIEW AT WINGWALLS FOOT BA3fS. ULLEVIG Computer File Information 0 0 0 Index of Revisions CITY of FORT COLLINS -_ -i i i r ,F r- - - - -- City of Fort Collins As Constructed MASON STREET/HARMONY ROAD/ SPRING CREEK BIKE/PEDESTRIAN PEDESTRIAN RAILING DETAILS Project No./Code Creation Date: 04/22/04 Initials: WJM No Revisions: Last Modification Date: 10/18/04 Initials: WJM Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Revised: Designer: B. MARCATO Drawing File Name: B02181 RAL21 .dwg Detailer: R. DILLON Void: Sheet Number 17 Acad Ver. 2000i Scale: Units: ENGLISH Sheet Subset: BRIDGE Subset Sheets: B_ 8 of 10 C1 - 297 H 7a w N Computer File Information Creation Date: 02/03/04 Initials: WJM Last Modification Date: 06/30/04 Initials: PRH Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Drawing File Name: B02181 MSC01 .DWG Acad Ver. 2000i Scale: VARIES Units: ENGLISH ndex of Revisions City of Fort Collins END C ABUTb WINGVV TRAIL PAVEMENT ARI ITAA17NIT M�� t vl� , FOOTI N G STRUCTURE EXCAVATION AT BRIDGE ABUTMENT GRADING PLANE ABUTMENT ---�--------------------- ----------------- END OF ABUTMENT -- ------------------- WINGWALL f - ------ - - - - - - - - - - - - - ABUTMENT FOOTING STRUCTURE BACKFILL AT BRIDGE ABUTMENT STRUCTURE BACKFILL (CLASS 1) EXCAVATION AND BACKFILL DETAILS CITY OF FORT COLLINS -- II IF -r F F F ,- i As Constructed No Revisions: Revised: Void: GRADE PAY LIMIT FOR STRUCTURE EXCAVATION FINISHED GRADE MASON STREET/HARMONY ROAD/ SPRING CREEK BIKE/PEDESTRIAN MISCELLANEOUS DETAILS Designer: B. MARCATO PFELSBURG rIHOLT & ULLEVIG Project No./Code Detailer: P. HELM Sheet Subset: BRIDGE Subset Sheets: B-9 of 10 Sheet Number 18 C1 - 297 I a— c3 N 79 PLAN NUMBER M M-100-1 0 M-203-1 E3 M-203-2 0 M-203-10 0 M-203-11 O M-203-12 M-203-13 M M-206-1 M-206-2 M-208-1 0 M-210-1 M M-214-1 0 M-412-1 M-506-1 C] M-510-1 M-601 —1 0 M-601 —2 0 M-601 —3 M-601 —10 0 M-601 —1 1 M-601 —12 0 M-601 —20 M-603-1 M-603-2 0 M-603-3 M-603-10 M-604-10 M-604-11 0 M-604-12 0 M-604-13 M M-604-20 0 M-604-25 0 M-605-1 0 M-606-1 0 M-606-12 M-606-13 = Computer Creation Date: Last Modification Date: Full Path: I:\02181\Ac Drawing File Name: Acad Ver. 20001 M STANDARD TITLE STANDARD SYMBOLS APPROACH ROADS. DITCH TYPES SUPERELEVATION CROWNED HIGHWAYS . . . . . . . . . . SUPERELEVATION DIVIDED HIGHWAYS SHOULDER PIVOT SUPERELEVATION STREETS SUPERELEVATION DIVIDED HIGHWAYS CENTER PIVOT . EXCAVATION AND BACKFILL FOR STRUCTURES (2 SHEETS) EXCAVATION AND BACKFILL FOR BRIDGES . . (2 SHEETS) TEMPORARY EROSION CONTROL . . . . . . . (7 SHEETS) MAILBOX SUPPORTS (2 SHEETS) PLANTING DETAILS CONCRETE PAVEMENT JOINTS (3 SHEETS) GABIONS AND SLOPE MATTRESS . . . . . . . . . . . . . . . STRUCTURAL PLATE CULVERT PIPE H-20 LOADING SINGLE CONCRETE BOX CULVERT (2 SHEETS) DOUBLE CONCRETE BOX CULVERT (2 SHEETS) TRIPLE CONCRETE BOX CULVERT (2 SHEETS) HEADWALL FOR PIPE CULVERTS . . . . . . . TYPE "S" SADDLE HEADWALL FOR PIPE CULVERTS HEADWALLS AND CULVERT OUTLET PAVING WINGWALLS FOR PIPE OR BOX CULVERTS METAL AND PLASTIC CULVERT PIPE (2 SHEETS) REINFORCED CONCRETE PIPE . . . PRECAST CONCRETE BOX CULVERT .... .. CONCRETE AND METAL END SECTIONS (2 SHEETS) INLET, TYPE C INLET, TYPE D CURB INLET, TYPE R (2 SHEETS) CONCRETE INLET, TYPE 13 . . . . . . MANHOLES (3 SHEETS) VANE GRATE INLET WITH FRAME (5 SHEETS) AND CONCRETE APRON SUBSURFACE DRAINS GUARDRAIL, TYPE 3, W—BEAM (15 SHEETS) GUARDRAIL, TYPE 4, CONCRETE BARRIER . (2 SHEETS) GUARDRAIL, TYPE 7, F—SHAPE BARRIER (4 SHEETS) File Information 01 —08-04 Initials: JMH 01 —08-04 Initials: JMH id\Final Trail Design\HarmonyNorth\Sheet M02181 SPL01.dwg Scale: Units: ENGLISH PAGE NUMBER 1 2 3 4 5 6 7 8-9 10-11 12-18 19-20 21 22-24 25 26 27-28 29-30 31-32 33 34 35 36 37-38 39 40 41-42 43 44 45-46 47 48-50 51-55 56 57-71 72-73 74-77 ndex of Revisions PLAN NUMBER O M-607-1 O M-607-2 =1 M-607-3 O M-607-4 M-607-10 M-608-1 0 M-609-1 M-61 1 —1 M-613-1 M-613-2 0 M-614-1 0 M-615-1 0 M-615-2 M-616-1 O M-620-1 0 M-620-2 0 M-620-11 M-620-12 C] M-629-1 M STANDARD TITLE WIRE FENCES AND GATES CHAIN LINK FENCE BARRIER FENCE . . . . . . . . . . . . . DEER FENCE AND GATES . . . . . . . . . . . . PICKET SNOW FENCE . . . . . . CURB RAMPS CURBS, GUTTERS, AND SIDEWALKS . CATTLE GUARD . CONVENTIONAL HIGHWAY LIGHTING . . . . . . HIGH MAST LIGHTING . . . . . . . . . . RUMBLE STRIPS EMBANKMENT PROTECTOR, TYPE 3. EMBANKMENT PROTECTOR, TYPE 5 INVERTED SIPHON . . . . . . . . . . . . . . . FIELD LABORATORY, CLASS 1 . . . . . . . . FIELD LABORATORY, CLASS 2 FIELD OFFICE, CLASS 1 FIELD OFFICE, CLASS 2 . SURVEY MONUMENTS . . . . . . . . . . . PAGE NUMBER (3 SHEETS) 78-80 (3 SHEETS) 81 —83 (2 SHEETS) (2 SHEETS) (2 SHEETS) (3 SHEETS) (2 SHEETS) (2 SHEETS) (2 SHEETS) THE STANDARD PLAN SHEETS INDICATED HEREON BY A MARKED BOX ARE TO BE USED TO CONSTRUCT THIS PROJECT. City of Fort Collins CITY OF FORT COLLINS _FT 11 1 - 84 85-86 87 88 89-90 91 —92 93-95 96-97 98-99 100 101 102 103 104 105 106 107-108 NUMBER 0 S-612-1 0 S-614-1 0 S-614-2 0 S-614-3 0 S-614-4 0 S-614-5 0 S-614-6 C] S-614-10 O S-614-11 S-614-12 S-614-14 0 S-614-20 S-614-21 O S-614-22 0 S-614-40 S-614-50 S-627-1 S-630-1 111110 S-630-2 = S-630-3 As Constructed No Revisions: Revised: me S STANDARD PAGE TITLE NUMBER TYPICAL DELINEATOR INSTALLATIONS (5 SHEETS) 109-113 TYPICAL GROUND SIGN PLACEMENT 114 CLASS I GROUND SIGN INSTALLATIONS . . . . . . . . 115 CLASS E GROUND SIGN INSTALLATIONS . . . . . . . . . 116 CLASS III SIGNS, SHEET ALUMINUM PANELS (3 SHEETS) 117-119 BREAK —AWAY SIGN SUPPORT DETAILS FOR GROUND SIGNS (2 SHEETS) 120-121 CONCRETE FOOTINGS AND SIGN ISLANDS FOR CLASS III SIGNS (2 SHEETS) 122-123 TYPICAL MARKER ASSEMBLY INSTALLATIONS 124 MILEPOST SIGN AND INSTALLATION . . . . . . . . . . . 125 STRUCTURE NUMBER INSTALLATION 126 (BRIDGE INFORMATION SHEET) FLASHING BEACON AND SIGN INSTALLATION (2 SHEETS) 127-128 TYPICAL POLE MOUNT SIGN INSTALLATION 129 CONCRETE BARRIER SIGN POST INSTALLATIONS 130 TYPICAL MULTI —SIGN INSTALLATIONS . . . . . . . . . . . . . 131 TYPICAL TRAFFIC SIGNAL INSTALLATION DETAILS (5 SHEETS) 132-136 OVERHEAD SIGNS MONOTUBE (12 SHEETS) 137-148 TYPICAL PAVEMENT MARKINGS (5 SHEETS) 149-153 TRAFFIC CONTROLS FOR HIGHWAY CONSTRUCTION . . . . . . . (10 SHEETS) 154-163 BARRICADES, DRUMS, CONCRETE BARRIERS (TEMP) & VERTICAL PANELS 164 FLASHING BEACON (PORTABLE) DETAILS 165 COLORADO DEPARTMENT OF TRANSPORTATION STANDARD PLANS LIST M & S STANDARDS OCTOBER 1, 2000 MASON STREET/HARMONY ROAD/ SPRING CREEK BIKE/PEDESTRIAN STANDARD PLANS LIST PFELSBURG rIHOLT & ULLEVIG Project No./Code Designer: MRH Detailer: JMH Sheet Subset: Subset Sheets: SP-1 of 1 Sheet Number C1 - 297 a F- w w I F- CL w 0 111 5 10 15 20 25 30 BORING 1 EL.=5030 l 2 J ` . ''_-9.l DD=115.1 -200=30 IJP WSS=:0.02 h 5 /. 1 2 L- BORING 2 BORING 3 EL.=5041 EL.=5041 F' 1_ -,9..,1, DID- 1'J5. -2C0 1 V LL-40 - FI-� I 5r `7-;CC=F, = ly8 50 C 2 BORING 4 EL.=5044 I VAC:=1 5. 1 DC'=115.4 -2C�0=58 =4 FI=24 NNS5 02 N_ 22 DD= 102,.4 70 5 BORING 5 EL.=5040 17 V ,4/12 VVC=24.5 C'D= 1 0D.6 -20) i=39 LL=47 PI=-8 BORING 6 EL.=5044 ( 14,/12 50i Q_ WC=16. J DD= 14.1 V r 36!1� DD=122. -200=r5 LL=3b PI 37., 1 BORING 7 EL.=5047 (6,.0) 15/'12 W1_=11.2 C'D=11^.3 -200=-2 LL=28 P =12 n LEGEND A'LP A T, IH i KNESj IN FACHE' SHOWN IN f'AREI.1ThESES T,J LEFT f F Li=i;, r'LL: )AND CLAi WITH OC ASIONAL GRAVEL, MEDIIAV DEhd;E, DRY TIC, h10IST, BR'.)WN. 5 LAYLY 'ANC AND LEAN CLAY (SC-CL), CLA'r VARIES FROPI LEAN CLAi WITP SAPID 1„, LANDi _E,N (_.LAY, OCCASIONAL CPAVELL'i '.1AND LEP15=S, kPILIM TO VERY STIFF, JI L10IST TCP WET, BRO)WPl To REDDISH BROWN. SAND ISP4-SC:), :LACE T+) SILTL WI-H OCCASIDIIAL GRAVEL, SC'ME LEAPT CLAY LEPISE , LI,;(_.SE, M )IcT TO `FRY P10IST, TAN "0 BRIC)WH. 10 0 SANDST'JNE AND ` LA')STONE BEDROCP, INTERBEDDED, SILTY, VERY HARD, ITilST, GPA) T:� ORA. 'JL o DPI'dl SAkFLF, '-INCH I.D. I-ALJF(jRNIA LINER SAMPLE 15 = 12 DR VE SAMPLL BLOW COJNT. INDICATES THAT 22 BLOWS GF A 140-POL'NC LA01LR m FAIIIN" 30 INCHES WERE REOUIRED TO DRIVE THE SAP.PPLEP, 12 IN'PHES. m DEP"H TOWATER LEVEL AND IIUMBER OF GAiS AFTER DII P1EAQUREPEIJT WA`_ IIADE. DEPTH AT 'WHICH BCP,ING CAVED. 20 � )PF()XIWA.TE INVERT LEVEL CIE THE DITCH ADJACENT T(-i BORING. NOTES I THE L XFI jRAT,TPY BC)P.INrS WERE DRILLED ON DE".i R .'4, "'005 A JD JANUAf['Y 8, _'T)I)4 WI"H A •.-IN;H 25 DIAPIFT-= O dTIIIIJOUS FLIGHT POWER AUGFR, E THE LOCATION OF THE EXPLURA.TORY BORINI S WEPE ,IEA=UREC, LFFP.C,/1E1ATF_LY B'i PACING 1F(-,Ii FEATI_RES SHOWPI r PH THE =I TE F'LAPI PROVIDED. 3 ELEVATOPJS ('IF THE EYFI.OPATORY BORINGS 'WEP.F QBT'NFD B't FJTFRF'014T1,,N BETW-EII 7,111RjFY Pf-)I'JT )IJ THE �JTE FLAN FR0,/IDED. 30 4 THE E/PLGRA1')RY BORIIJG LJC'ATI(2NS SHCLLD BE _ON'�IDERED A'. i IJRATE 'JINL TiJ TFiL UEGF, E II.IPLIED BY THE rJTHOr USED. D THE LINES BETWEEN! MATERIAL'-j SHOWN ON THE EXPLt_RATC?PY BORING L:,t;' RE='RESENT THE AP.=P,f,_) IP-+ATE BOIINDAPIEa BETWEEN PIA-FPIAL TYFES A.ND THE TRANSITIONS MAY BE GRADUAL. 5. -WATER LEVEL` SH)'h'N Ohl "HE LOGS WERE PsiEASUFED AT THE TlIvE A`1D IYIDER TPE CO"ICITIiIN' NLI,_ATED. =LUCTUATIOPJ'J IN THE WATER _EVEL MAY OCCUR WITH MAE. L1=B0FA'7PY TEAT RESULTS: Wl: = *ATF 1T1JPITE`JT i` l (ASTM D 22W: DD = DRY DENSITt (p,:f) ASTI D 22I6); +4 = FERC;ENTAGE RETAINED ON THE N,). 4 ' IE' E (A'_JTk D 422); E C - E NA-2C0 `IEVE (A`TJ D 1140);PLR'ENTIAG _L = LID'JID LIMIT ;°) (A'ST�l D 4318); F'14Yfli 1=Y ITDEX (" ( (/.,TM 1) 4318); PIP = [Ir N-PL.AST,.:; W'>', _ ALAI? R ')i)L,.JB_F ' I1I F?JL'� +*,'Ll IALTHON. BORING LOGS (REFER TO GENERAL LAYOUTS FOR BORING LOCATIONS - BORING INFORMATION PROVIDED BY KUMAR AND ASSOCIATES) FELSBURG rIHOLT & ULLEVIG Computer File Information Index of Revisions As Constructed MASON STREET/HARMONY ROAD/ Project No./Code Creation Date: 03/24/04 Initials: wJM SPRING CREEK BIKE/PEDESTRIAN O CITY o� FORT COLLINS Revisions: BORING LOG INFORMATION Last Modification Date: 06 30 04 Initials: PRH Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Revised: Designer: B. MARCATO Drawing File Name: B02181 MSCO2.DWG 6iil I-- - Detailer: B. MARCATO City of Fort Collins Void: g Acad Ver. 2000i Scale: VARIES Units: ENGLISH 0 Sheet Subset: BRIDGE Subset Sheets: B-10 of 10 Sheet Number C1 - 297 O�. u rr GENERAL NOTES ALL WORK SHALL BE DONE ACCORDING TO THE 1999 COLORADO DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. EXPANSION JOINT MATERIAL SHALL MEET AASHTO SPECIFICATION M-213. ALL CONCRETE SHALL BE CDOT CLASS D. ALL EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 3/4 INCH, UNLESS SHOWN OR OTHERWISE NOTED. THE FINAL FINISH FOR ALL EXPOSED CONCRETE SURFACES SHALL BE CLASS 2, EXCEPT FOR TOP OF TOP SLAB AND FACES INSIDE OF CULVERT. A STRUCTURAL CONCRETE COATING FINISH WILL BE REQUIRED ON EXPOSED CONCRETE SURFACES, TO 1 ' —0" MIN. BELOW FINISHED GRADE, AS INDICATED IN THE DRAWINGS, 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. GRADE 60 REINFORCING STEEL IS REQUIRED. ALL REINFORCING STEEL SHALL BE NON —COATED (BLACK) UNLESS OTHERWISE NOTED. ALL CONSTRUCTION JOINTS NOT SHOWN ON THE PLANS SHALL BE APPROVED BY THE ENGINEER. ALL CONSTRUCTION JOINTS SHALL BE THOROUGHLY CLEANED BEFORE FRESH CONCRETE IS PLACED. WINGWALL FOOTINGS AND BOX CULVERT BOTTOM SLAB SHALL BE PLACED MONOLITHICALLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE DURING CONSTRUCTION. 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 # 1 1 SPLICE LENGTH FOR CLASS D CONCRETE 1 ' —0" 1 ' —4" 1 ' —7" 1 ' —10" 2' —5" 3' —1 " 3' —1 1 " 4' —10" E. F. = EAC H FAC E F.F. = FAR FACE N.F. = NEAR FACE E.W. = EACH WAY 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 Computer File Information Creation Date: 01 /28/04 Initials: WJM Last Modification Date: 02/05/04 Initials: WJM Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Drawing File Name: CO21811NF01.dwg Acad Ver. 2000i Scale: VARIES Units: ENGLISH Q DESIGN DATA AASHTO, 16th EDITION, AS AMENDED BY THE 1997, 1998, 1999 & 2000 INTERIMS DESIGN METHOD: BOX CULVERT — SERVICE LOAD DESIGN WINGWALLS — LOAD FACTOR DESIGN LIVE LOADING: H2O VEHICLE (40,000 LB LIVE LOAD) WINGWALL DESIGN: LIVE LOAD SURCHARGE ON WALLS = 2 FT. OF EARTH UNIT SOIL WEIGHT = 125 pcf INTERNAL FRICTION ANGLE, 0 = 340 COEFFICIENT OF FRICTION = 0.38 ALLOWABLE BEARING PRESSURE = 2000 psf REINFORCED CONCRETE: CLASS D CONCRETE: f' c = 4500 psi, fc = 1800 psi, n = 8 REINFORCING STEEL: fy = 60 000 psi, fs = 24 000 psi SUMMARY OF QUANTITIES ITEM NO. DESCRIPTION UNIT TOTAL 206 STRUCTURE EXCAVATION CY 92 206 STRUCTURE BACKFILL (CLASS 1) CY 65 206 FILTER MATERIAL (CLASS A) CY 15 420 GEOTEXTILE (EROSION CONTROL) (CLASS A) SY 92 506 RIPRAP (SPECIAL) CY 36 514 PEDESTRIAN RAILING (STEEL) LF 78 601 CONCRETE CLASS D (BOX CULVERT) CY 72 601 STRUCTURAL CONCRETE COATING SY 47 602 REINFORCING STEEL LB 16,048 O INCLUDES 27 CY IN WINGWALLS AND APRONS. ndex of Revisions City of Fort Collins CITY OF FORT COLLINS _ LL --F L , F_ As Constructed No Revisions: Revised: Void: INDEX OF DRAWINGS DWG. NO. DESCRIPTION C-1 GENERAL INFORMATION C-2 BOX CULVERT 2 GENERAL LAYOUT C-3 BOX CULVERT DETAILS C-4 PEDESTRIAN RAILING DETAILS C-5 WINGWALL DETAILS STRUCTURE DESCRIPTION 14' —0" x 5' —4" CONCRETE BOX CULVERT WITH PEDESTRIAN ACCESS OVER NEW MERCER DITCH IN FORT COLLINS, COLORADO 1 6' —0" WIDTH, RAILING TO RAILING MASON STREET SPRING CREEK GENERAL Designer: B. MARCATO Detailer: Sheet Subset: /HARMONY ROAD/ BIKE/PEDESTRIAN INFORMATION P. HELM I I_ BRIDGE I Subset Sheets IN FELSBURG rIHOLT & ULLEVIG Project No./Code C-1 of 51 Sheet Number 20 c1 - 297 CONCRETE APRON, SEE SHEET C-3 (TYP.) / WINGWALL B F WINGWALL o / / FOOTING WINGWALL A / / (TYP.) o CA How- \ \ 0 � \ I \ 0 \ 2 +\00 \ N 4 °38' 22" W � f ,ASON TRAI7HC o \ I \ J J 0 w 5045 5040 O 06 MASON TRAIL + - ------ N STA. 233+ 12.83 d FENCE � ` cn WINGWALL C_ a GROUTED RIPRAP (9 INCH) — PAID FOR AS RIPRAP(SPECIAL), TYP. SEE SHT. C-3 FOR MORE INFORMATION. BEGIN TOP SLAB STA. 233+00.82 • EL. 5041.42 )45'00' \ / C / PLAN q BOX CULVERT MASON TRAIL HORIZONTAL CONTROL LINE -WINGWALL D 'I 233+50 0lo N I = REMOVE EXISTING i� CONCRETE LINING IN DITCH AS REQUIRED FOR RIPRAP AND CULVERT PLACEMENT. SAW CUT J AT THE LIMITS SHOWN. \� COST OF REMOVAL SHALL NOT BE PAID FOR SEPARATELY, BUT SHALL BE INCLUDED IN ITEM 201, STRUCTURE OIF� EXCAVATION. �y cF� Q CAPACITY = 504 CFS END TOP SLAB (W.S. EL. = 5040.33) STA. 233+23.44 • EL. 5041.42 I 1 FINISHED GROUND Y 5045 5040 LIMITS OF STRUCTURAL CONCRETE COATING—, M 1 ' —0" 8' —0" 18' -0" 16' -0" CL HANDRAIL YP.) I I BICYCLE RAILING (TYP.) (o o / TRANSVERSE BROOM FINISH ON TOP M SLAB (NORMAL TO HEADWALLS) TOP SLAB MASON TRAIL HORIZONTAL CONTROL LINE PROFILE GRADE LINE EL. 5041.42 TOP SLAB EL. 5041.24 TYPICAL SECTION THROUGH BOX CULVERT TOP SLAB c (LOOKING UPSTATION) A LIMITS OF STRUCTURAL CONCRETE COATING - TOP OF HEADWALL \f I ' __ EXISTING GROUND 5035 5035 Q IRR = 80 CFS BOX CULVERT (W.S. EL. = 5036.33) WINGWALL A INV. EL. 5035.00 Q ioo = 206 CFS 5030 (W.S. EL. = 5037.90) 5030 BOX TYPICAL SECTION (LOOKING UPSTREAM) SECTION AT TRAIL HCL ELSBURG VOLT & V FINISHED GRADE AT MASON TAIL HORIZONTAL CONTROL LINE rULLEVIG Computer File Information O Index of Revisions _ _ _ As Constructed MASON STREET/HARMONY ROAD/ SPRING CREEK BIKE/PEDESTRIAN Project No./Code Creation Date: 01/21/04 Initials: RAID 0 City of Fort Collins CITY OF FORT COLLINS No Revisions: BOX CULVERT 2 GENERAL LAYOUT Last Modification Date: 07/07/04 Initials: WJM Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Revised: Designer: B. MARCATO Drawing File Name: CO2181 GLA01 .dwg Detailer: R. DILLON Void: Sheet Number 21 Acad Ver. 2000i Scale: VARIES Units: ENGLISH Sheet Subset: BRIDGE Subset Sheets: C-2 of 5 C1 - 297 ti 0% N i T� v GROUTED c� EXISTING RIPRAP GRADE 14' -0"t (9 INCH) ui - . cn rl Q ' • � z 2 C° 2 > > r 1 1 2" CLR. f #5 @ 6" *#7x22' -3" @ 6" N 2" CLR._ (TYP.) cJ (TYP.) GEOTEXTILE #5 �@ 1 ' -0" (TYP.) (EROSION CONTROL) (CLASS A) X #5 @ 1 ' —6" (TYP.) ' z * RIPRAP SECTION GD 6 �@ 6" (TYP.) )NSTRUCTION )INT (TYP.) #5 EACH CORNER (TOTAL 4) C TYPICAL BOX CULVERT SECTION B (LOOKING UP STATION) * REINFORCING AS NOTED SHALL BE PLACED ON SKEW, PARALLEL TO HEADWALL TOP SLAB #7 - @ 6" EL. 5041.42 (BOTTOM SLAB) TOP SLAB (TYP.)----N 3-#1 Ox22' -3" o} WINGWALL BJ � r C 'MASON TRAIL HORIZONTAL CONTROL LINE WINGWALL D---, C, w J v X C m C cam' IN 10 TOE WALLS AT WINGWALLS AND CONCRETE APRON GROUTED RIPRAP (9 INCH) (PAID — — — — \\ I I_ FOR AS RIPRAP i i (SPECIAL)) 8' -0" 10' -0" _ C D CONCRETE APRON PLAN VIEW GROUTED RIPRAP (9 INCH) BOX CULVERT CONCRETE FINISHED GRADE BOTTOM SLAB APRON '*111'�GEOTEXTILE (EROSION CONTROL) (CLASS A) CONCRETE APRON SECTION GC SEE SHEETS C-4 & C-5 FOR CULVERT, APRON, AND WINGWALL DETAILS 1 I SOUTH \` 1 HEADWALL 9 CDJ _ #7x22' -3" @ 6" O J o' J (TOP SLAB) (TYP.) NORTH o U� < oz HEADWALL M 3-#10 (TYP.) @ Q @ a - - - S pf - - #7x22' -3" @ 6" EACH END OF _ , = 45000' 00" '�'p��(BOTTOM SLAB) (TYP.) HEADWALL HEADWALL SKEW (TYP.) TpaF�2 O I 3-#1 Ox22' -3" i� C 2�p TOP & BOTTOM AT HEADWALL DETAIL(9 HEADWALL (TYP.) •6'-11" AT NORTH HEADWALL — —--------- & 7' -3" AT SOUTH HEADWALL - WINGWALL A TOP SLAB TOP SLAB EL. 5041.42 C EL. 5041.60 - B 3-#10 (TYP.) EACH TOP SLAB END OF HEADWALL #6 @ 6„ EL. 5041.24 WINGWALL C-//* � (TOP SLAB) (TYP.) P FELSBURG REINFORCING PLAN & BOX CULVERT DETAILS r1HOLT & • 6' -1 1 " AT NORTH HEADWALL & 7' -3" AT SOUTH HEADWALL ULLEVIG Computer File Information Index of Revisions _ As Constructed MASON STREET/HARMONY ROAD/ Project No./Code Creation Date: 01/26/04 Initials: PRH O SPRING CREEK BIKE/PEDESTRIAN CITY OF FORT COLLINS No Revisions: Last Modification Date: 07/07/04 Initials: WJM BOX CULVERT DETAILS Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet F Revised: Designer: B. MARCATO Drawing File Name: CO2181 BOX01.dwg 6 L -- City of Fort Collins Detailer: P. HELM Acad Ver. 2000i Scale: VARIES Units: ENGLISH Void: Sheet Subset: BRIDGE Subset Sheets: C-3 of 5 Sheet Number 22 C1 - 297 r� 75 N 0 a FRONT FACE OF WINGWALL B OR C 0 I 0 z_ J J J Q- 0� CD o c4 — w CD LiO J m \N oc>cn Ln I w X a_ J CD (D000 �z U J m< ALONG q OF RAILING EL. 502 Cn 0 a_ J <w U M �D w > —c4i RAILING 4" 10" \IGWALL 1/4" END PLATE MITRE AT BENDS IN RAIL (TYP.) MA � END OF CULVERT TOP SLAB POST 1� VERT. TUBE PARTIAL RAILING PLAN VIEW AT WINGWALLS B AND C (END OF BICYCLE RAILING SIMILAR AT ENDS OF WINGWALLS A AND D) VERT. TUBE 4' -0" 4' -0" 1 1/2 " DIA. - STEEL PIPE 4' -0" POST (TYP.) 4' -0" 4'-0" 12 SPA. @ 4" 4'-0" (TYP.) TOP OF RAILING 4'-0" 1'/2" DIA. STEEL 1/2 " SQUARE STEEL BAR VERTICALS (T 10" WIN ANCHOR PLAT 3/8 "x6"x6" WIT 4-3/8"Ox4" HE STUD ANCHOR PROVIDE #3 AT EACH POST LOCATION, IN ADDITION TO TYPICAL WALL REINFORCING FRONT F OF WING RAILING PEDESTRIAN RAILING DETAIL AT WINGWALLS VERT. TUBE 171 4-0" 1 ' -6" a U z — 1/2 " SQUARE J J STEEL BAR a- VERTICALS (TYP.) aui - I I C) } M 2.60 I I r N 2'-0" 4' -0" 2' -6"t 0 SEE POST ANCHORAGE ON 1 ' -1 1/2 f HEADWALL DETAIL, THIS SHEET TOP OF CULVERT 1 -6 f TOP SLAB 22' -71/2 "f ALONG RAIL WINGWALL/CULVERT INTERSECTION 8' -6"f ALONG RAID_ AT WINGWALLS B AND C AT BOX CULVERT PEDESTRIAN RAILING (STEEL) ELEVATION (SOUTH END OF BOX CULVERT SHOWN, FACING SOUTH. NORTH END SIMILAR.) Computer File Information Index of Revisions Creation Date: 01 /29/04 Initials: WJM Last Modification Date: 06/29/04 Initials: WJM Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Drawing File Name: CO2181 RAL01 .dwg Acad Ver. 2000i Scale: VARIES Units: ENGLISH City of Fort Collins VERT. TUBE 2' —0"1 4' —0" M v ANCHOR PLATE DETAIL :OST OF ANCHOR PLATES SHALL BE NCLUDED IN ITEM 601, CONCRETE LASS D (BOX CULVERT) VERT. TUBE POST (TYP.) 2 —0 MEASURED ALONG � RAILING ON WINGWALL 2' -0" 4'-0" 2'-0" 8' -0" AT WINGWALLS A AND D (NORMAL TO CULVERT HEADWALLS) WINGWALL/CULVERT INTERSECTION EL. 5042.60 SEE POST ANCHORAGE ON WINGWALL DETAIL, THIS SHEET CITY OF FORT COLLINS 0 I r7 1/2 " SQUARE STEEL BAR VERTICALS (TYP.) �\ 1/4" PATE STEEL SUPPORT AT EACH POST a 1'-0" HEADWALL ANCHOR PLATE 3/18 "x6"x6" WITH 4-3/8"Ox4" HEADED STUD ANCHORS SEE DETAIL THIS SHEET SOUTH HEADWALL EL. 5042.60 NORTH HEADWALL EL. 5042.24 PROVIDE #3 El AT EACH POST LOCATION TOP SLAB VARIES: 11" AT SOUTH HEADWA 1 ' —3" AT NORTH HEADV CONCRETE APRON 4 @ 1 —6 EACH WAY (TYP.) #4 F@ 1 ' —0 3" CLR (TYP.) 0 (TYP.) r� 2—#5 CONT. (TYP.) RAILING HANDRAIL STEEL STL PIPE (TYP.) 151/2» J Q J Of Q c� o' 0 0 I z Q 4 I � N N TYP. 6„ 6„ 3, e TOP O /-CONST. JOINT TOP SLAB • #10 CONT. BARS AS SHOWN (6 TOTAL) #5 _ STIRRUPS @ 1 '-0", ORIENTED NORMAL TO HEADWALL 4x2' -6" @ 1 ' -6" -3-#10 IN ADDITION TO / TOP OF TYPICAL REINFORCING 1 BOTTOM SLAB 4 #4 F@ 1 ' -0" (TYP.) 2-#5 CONT. (TYP.) 8" HEADWALL/PEDESTRIAN RAILING/TOE WALL DETAIL cq3 NOTES: 1. THE CONTRACTOR SHALL FIELD —MEASURE THE BOX CULVERT HEADWALLS AND WINGWALLS PRIOR TO FABRICATION OF PEDESTRIAN RAILING TO VERIFY DIMENSION REQUIREMENTS. 2. RAILINGS SHALL BE PAINTED THE COLOR SPECIFIED BY THE CITY OF FORT COLLINS AND SHALL MEET THE REQUIREMENTS DESCRIBED IN THE SPECIFICATIONS. COLORS ARE TO BE SELECTED FROM TEST PANELS PROVIDED BY THE CONTRACTOR. 3. ALL PIPE SHALL BE 1 1/2" DIA. SCH. 40 STEEL PIPE CONFORMING TO ASTM A53, TYPE E OR S, GRADE B (f Y =35 ksi). 4. ALL OTHER STRUCTURAL STEEL SHALL BE ASTM A36 (f Y =36 ksi). 5. PEDESTRIAN RAILING SHALL BE PAID FOR AS ITEM 514, PEDESTRIAN RAILING (STEEL) ON A LINEAR FOOT BASIS. As Constructed No Revisions: Revised: Void: MASON STREET/HARMONY ROAD SPRING CREEK BIKE/PEDESTRIA PEDESTRIAN RAILING DETAILS Designer: B. MARCATO Detailer: P. HELM MVOLT ELSBURG r & ULLEVIG Project No./Code Sheet Subset: BRIDGE Subset Sheets: C-4 of 5 Sheet Number Cl - 297 r� V 4 F 7a w N Y o- w J D U x 0 m FINISHED BEHIND WINGWALL D WINGWALL B WINGWALL C WINGWALL A WINGWALL LAYOUT FINISHED GRADE /Tnn nr Tnn C`I An\ BOX ELEVATION WINGWALL 6 L K M ELEV. A A 45000' 00" 8.00' 7.58' 7.58' 5035.00 B 45°00' 00" 8.00' 7.58' 7.58' 5035.00 C 45°00' 00" 8.00' 7.25' 7.25' 5035.00 D 45000' 00" 8.00' 7.25' 7.25' 5035.00 Computer File Information Creation Date: 02/02/04 Initials: PRH O Last Modification Date: 07/01 /04 Initials: PRH Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Drawing File Name: CO2181 RWD01 .dwg 0 Acad Ver. 2000i Scale: Units: ENGLISH EXISTING GROUND #5 @ 1 '-0" ON CENTER EACH FACE OF STEI WALL, FULL HEIGHT BELOV HEADWALL FRONT FACE OF WINGWALL LONGITUDINAL FOOTING BARS PROJECT 2'-i MIN. INTO CUL BOTTOM SLAB (TYP.), BEND AS REQUIRED. PAY �- LIMIT BOX CULVERT BACKFILL DETAILS WINGWALLS 'S�\-GEOTEXTILE c° (DRAINAGE) 1 ' -6" _ (CLASS A) (TYP.) WINGWALLS BOX CULVERT EXCAVATION DETAILS 1 2' -0" 1 5' -8" 1 BOX CULVERT WINGWALL INTERSECTION DETAIL AT WINGWALLS B AND C ndex of Revisions City of Fort Collins rinnc^i irn LIMITS OF STRUCTURAL CONCRETE COATING LEGEND 1 STRUCTURE EXCAVATION STRUCTURE BACKFILL (CLASS 1) OVER -EXCAVATION REPLACED WITH FILTER MATERIAL (CLASS A) PAY I� LIMIT (TYP.) #5 @ 1 ' -0" ON CENTER EACH FACE OF STEM WALL, FULL HEIGHT BELOW HEADWALL LONGITUDINAL #` FOOTING BARS, PROJECT 2'-0" INTO CULVERT B SLAB (TYP.), BEI AS REQUIRED. FRONT FACE WINGWALL 1 '-6" PEDESTRIAN RAILING (STEEL), SEE SHEET C-4 FOR DETAILS #4x2' -6" @ CONCRETE APRON, SEE SHTS. C-3 & C-4 FOR DETAILS PROVIDE 2-#5 C @ TOP OF WALL 2" n CLR. #5 @ 1'-6' ' #4 @ 1 ' -6" FRONT FACE - OF WINGWALL #4J @ 1 '-6"- FINISHED � GRADE TOP OF FOOTING TO MATCH TOP OF CULVERT �I BOTTOM SLAB #4 F@ 1 ' —0" 2—#4 CONT. ry J U 2'-0" RAILING \ 2" CLR. #4 @ 1 ' -6" #5 @ 6" r' / CONST. JOINT ADE #4 @ 6" -#4 @ 1 ' -0" (TOP AND BOTTOM) TYPICAL WINGWALL SECTION OFFSET TOP OF WINGWALL STEM 5/8" WHEN FORMED TO ACCOUNT FOR DEFLECTION FTT DURING BACKFILLING II II II STEM AS CONSTRUCTED APPROX. WALL OFFSET P FELSBURG DETAIL AT WINGWALLS A AND D rIA ULOLEVIG As Constructed MASON STREET/HARMONY ROAD/ Project No./Code CITY OF FORT COLLINS SPRING CREEK BIKE/PEDESTRIAN No Revisions: WINGWALL DETAILS — — Revised: Designer: B. MARCATO Detailer: P. HELM Void: Sheet Subset: Subset Sheets: C-5 of 51 Sheet Number C1 - 297 ti O�. N GENERAL NOTES ALL WORK SHALL BE DONE ACCORDING TO THE 1999 COLORADO DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. ALL CONCRETE SHALL BE CDOT CLASS D. ALL EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 3/4 INCH, UNLESS SHOWN OR OTHERWISE NOTED. GRADE 60 REINFORCING STEEL IS REQUIRED. ALL REINFORCING STEEL SHALL BE NON —COATED (BLACK) UNLESS OTHERWISE NOTED. ALL CONSTRUCTION JOINTS NOT SHOWN ON THE PLANS SHALL BE APPROVED BY THE ENGINEER. ALL CONSTRUCTION JOINTS SHALL BE THOROUGHLY CLEANED BEFORE FRESH CONCRETE IS PLACED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE DURING CONSTRUCTION. 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 1 #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. F. = EAC H FAC E F.F. = FAR FACE N.F. = NEAR FACE E.W. = EACH WAY 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 Computer Creation Date: Last Modification Date: Full Path: I:\02181\Acad' Drawing File Name: Acad Ver. 2000i File Information 04/23/04 Initials: WJM 04/28/04 Initials: WJM nal Trail Design\HormonyNorth\Sheet CO21811NF11.dwg Scale: VARIES Units: ENGLISH Index of Revisions DESIGN DATA AASHTO, 16th EDITION, AS AMENDED BY THE 1997, DESIGN METHOD: BOX CULVERT — SERVICE LOAD DESIGN LIVE LOADING: H10 VEHICLE 1998, 1999 & 2000 INTERIMS REINFORCED CONCRETE: CLASS D CONCRETE: f' c = 4500 psi, fc = 1800 psi, n = 8 REINFORCING STEEL: fy = 60 000 psi, fs = 24 000 psi SUMMARY OF QUANTITIES ITEM NO. DESCRIPTION UNIT TOTAL 202 REMOVAL OF PORTION OF EXISTING STRUCTURE LS 1 206 STRUCTURE EXCAVATION CY 7 206 STRUCTURE BACKFILL (CLASS 1) CY 6 514 PEDESTRIAN RAILING (STEEL) LF 20 601 CONCRETE CLASS D (BOX CULVERT) CY 7 602 REINFORCING STEEL LB 1,400 City of Fort Collins CITY OF FORT COLLINS F- T I I As Constructed No Revisions: Revised: me INDEX OF DRAWINGS DWG. NO. DESCRIPTION C-1 GENERAL INFORMATION C-2 BOX CULVERT 1 GENERAL LAYOUT C-3 CULVERT PEDESTRIAN RAILING DETAILS STRUCTURE DESCRIPTION 5' —6" x 1 ' —4"f CONCRETE BOX CULVERT WITH PEDESTRIAN ACCESS OVER A CONCRETE LINED DITCH IN FORT COLLINS, COLORADO 12' —0" WIDTH, RAILING TO RAILING MASON STREET SPRING CREEK GENERAL Designer: B. MARCATO Detailer: P. HELM HARMONY ROAD/ BIKE/PEDESTRIAN NFORMATION PFELSBURG rIHOLT & ULLEVIG Project No./Code Sheet Subset: CULVERT Subset Sheets: C-1 of 31 Sheet Number 25 C1 - 297 f N 5042 5040 STA. 20+ 18.98 CINEMA CONNECTION STA. 20+22.25 7.00' RT. INVERT EL. 5038.57t > (MATCH EXISTING) U 0 m SAWCUT AND REMOVE EXISTING CONCRETE LINED DITCH PROVIDE 2—#3 AT EACH POST LOCATION El #4 CONT. BARS �— AS SHOWN (6 TOTAL) INVERT EL. 5038.57 (MATCH EXISTING) C 1'-0" • • • STA. 20+25.81 0 0 07 CINEMA CONNECTION HORIZONTAL CONTROL LINE J z lloe � r N w N M 0) #4 @ 6" (TYP.) IN BOTH 00 CINEMA CONNECTION m TOP AND BOTTOM SLABS z STA. 20+22.53 (PLACE AS SHOWN) 4.46% 7.00' LT. INVERT EL. 5038.65 00 • (MATCH EXISTING) o0 — — — CD+I _ #7 � @ 6 2„ CLR. @ +I I Q loo WATER DEPTH WALLS (TYP.) �d � _ 1 t N 88°51 ' S1 CONCRETE LINED DITCH cV (49 CFS) S) ADDED #4 IN EACH _I cv _ — — — — — — .12" CORNER (TYP.) SAWCUT AND REMOVE EXISTING CONCRETE ao LINED DITCH #5 @ 6 r�)U CTION MASON TRAIL 8" 5' —6" (f) 8„ NOTE: HORIZONTAL (MATCH EXISTING DITCH WIDTH) CONTROL LINE CENTER REBAR IN TOP 247+00 6'—10"(f) 01 & BOTTOM SLAB. TYPICAL BOX SECTION MATCH EXISTING INVERT (LOOKING NORTH) UP STREAM AND DOWN STREAM OF BOX. PLAN 14' —0" 1 2' -0" PROVIDE TRANSVERSE BROOM FINISH ON TOP SLAB OF CULVERT EL. 5040.62 CONST. AT INTERSECTION JOINT TRAIL & (� BOX #5 STIRRUPS @ 1 ' —0", ORIENTED NORMAL TO HEADWALL 0.57%(f ) HEADWALL PARALLEL WITH CINEMA CONNECTION H.C.L. (TYP.) • • • • • • • • • • • • • • • • • • • • • • • 1 ' —0" INVERT EL. 5038.65 (MATCH EXISTING) 5042 5040 50381 1 5038 EXISTING CONCRETE DITCH BOTTOM SLAB. EXISTING SAWCUT AND REMOVE EXISTING DITCH CONCRETE DITCH #4 x 1 —6„ ' AT 1 —0 (TYP. EACH END), ANCHORED BOTTOM SLAB A MIN. OF 4" INTO EXISTING CONCRETE DITCH (AT (BOTTOM SLAB AND WALLFOR LENGTH OF BOTTOM SLAB AND SIDE WALLS) USING EPDXY NEW CULVERT. CLEAN DIRT AND OTHER ADHESIVE (HILTI HY-150 OR SIMILAR). INSTALL LONGITUDINAL SECTION POBURINGFNEW BOXSCONCRETE.WHERE UT PRIOR TO EPDXY PER MANUFACTURER'S RECOMMENDATIONS. (TAKEN @ � OF BOX) FELSBURG (LOOKING WEST) IH O LT & (VERTICAL EXAGGERATION IS 2:1) ULLEVIG Computer File Information Index of Revisions As Constructed MASON STREET/HARMONY ROAD/ Project No./Code Creation Date: 02/04/04 Initials: PRH SPRING CREEK BIKE/PEDESTRIAN CITY OF FORT COLLINS No Revisions: BOX CULVERT 1 GENERAL LAYOUT Last Modification Date: 07/12/04 Initials: WJM � i i i Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet F - — _ Revised: Designer: B. MARCATO Drawing File Name: CO2181 GLA12.dwg Detailer: P. HELM City of Fort Collins Acad Ver. 20001 Scale: VARIES Units: ENGLISH Void: Sheet Subset: CULVERT Subset Sheets: C-2 of 3 Sheet Number 26 C1 - 297 i MEASURED ALONG U, J ry z_ Q J Q Q' W J U U m c� J rK 0 0 m q VERT. TUBE 1 ' —6" 1 1 ' —0" POST 5' —0" (� POST 1 ' —0" , 1 ' —6" �_ VERT. TUBE 1:3�►I��I�►■CL11�V[e7 TYPICAL PEDESTRIAN RAILING ELEVATION AT HEADWALLS (VIEW TOWARDS INSIDE FACE OF HEADWALL) 1 1 "f POST OUTSIDE FACE OF HEADWALL RAILING 5' —0" —0_ BICYCLE RAIL J �N 1YP. J Ca W a/ L4 q POST 1 1 "t INSIDE FACE OF HEADWALL TYPICAL PEDESTRIAN RAILING PLAN VIEW AT HEADWALLS ED GRADE ANCHORAGE ON L, THIS SHEET 1/4 " PLATE STEEL SUPPORT AT EACH POST OR VERT. TUBE (3 PER RAIL ON WINGWALLS) CD I 1/2 " SQUARE STEEL BAR VERTICALS (TYP.) #3 AT EACH POST LOCATION — OUTSIDE FACE OF WINGWALL RAILING OL BICYCLE RAIL 1 1/z" DIA. 51/2 STEEL PIPE (TYP.) CDJ U �J c�Q m� c� 3/4 Z_ N I I TYP. N 3/ 6 �2' —0" MAX. Ln ANCHOR PLATE 3/8 "x6"x6" WITH 4-3/t"Ox4" HEADED STUD ANCHORS FINISHED GRADE PEDESTRIAN RAILING DETAIL p„ F4 ANCHOR PLATE DETAIL COST OF ANCHOR PLATES SHALLBE INCLUDED IN ITEM 601, CONCRETE CLASS D (WALL) NOTES: 1. THE CONTRACTOR SHALL FIELD —MEASURE THE WINGWALLS PRIOR TO FABRICATION OF PEDESTRIAN RAILING TO VERIFY DIMENSION REQUIREMENTS. 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 1 1/z"0 SCH. 40 STEEL PIPE CONFORMING TO ASTM A53, TYPE E OR S, GRADE B (fy = 35 ksi). 4. ALL OTHER STRUCTURAL STEEL SHALL BE ASTM A36 (fy = 36 ksi). 5. PEDESTRIAN RAILING SHALL BE PAID FOR AS ITEM 514, PEDESTRIAN RAILING (STEEL) ON A LINEAR FOOT BASIS. PFELSBURG rIHOLT & ULLEVIG Computer File Information Index of Revisions CITY OF FORT COLLINS _ T _�-L _< - - City of Fort Collins As Constructed MASON STREET/HARMONY ROAD/ SPRING CREEK BIKE/PEDESTRIAN CULVERT PEDESTRIAN RAILING DETAILS Project No./Code Creation Date: 04/23/04 Initials: WJM No Revisions: Last Modification Date: 07/12/04 Initials: WJM Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Revised: Designer: B. MARCATO Drawing File Name: CO2181 RAL1 1 .dwg Detailer: B. MARCATO Void: Sheet Number 27 Acad Ver. 2000i Scale: Units: ENGLISH Sheet Subset: CULVERT Subset Sheets: C-3 of 3 C1 - 297 N ci N J Q a n O E � FINISHED m GRADE-_, (31 — /" 4LNU PLATE TYP. VERT. TUBE POST 12' -0" 1 11 1 e 36' -0" VERT. VERT. VERT. POST TUBE TUBE TUBE 5' -0" 5' -0" 5'-0" 1/2" SQUARE STEEL BAR VER I I MAX. 4" ON -CENTER POST CAISSONS EXISTING 15' -0"f WIDE CULVERT BELOW GRADE. VERT. POST POST TUBE 6 -0 2 -0 BICYCLE RAILING IS 1 1/2" /STANDARD (SCHEDULE 40) PIPE PEDESTRIAN RAILING ELEVATION AT SHERWOOD LATERAL CULVERT (VIEW TOWARDS RAILING FROM TRAIL) 6' -0" 2" TYP. 5'-0" 5'-0" 5'-0" TOP RAIL � BICYCLE RAIL 5'-0" 6' -0" PEDESTRIAN RAILING PLAN VIEW AT SHERWOOD LATERAL CULVERT Computer File Information Creation Date: 05/03/04 Initials: WJM Last Modification Date: 07/13/04 Initials: WJM Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Drawing File Name: B02181 RAL31 .dwg Acad Ver. 20001 Scale: Units: ENGLISH �) ndex of Revisions City of Fort Collins VERT. TUBES, POST, TOP AND BOTTOM RAILS ARE 3 1/2 " EXTRA STRONG (SCHEDULE 80) PIPES REMOVE EXISTING RAILING ON HEADWALL WITHOUT DAMAGING HEADWALL. COST OF REMOVAL SHALL BE INCLUDED IN THE COST OF THE PAY ITEM FOR THE PEDESTRIAN RAILING (STEEL), ITEM 514. NOTES: 1. THE CONTRACTOR SHALL FIELD -MEASURE THE EXISTING CULVERT AND HEADWALL PRIOR TO FABRICATION OF PEDESTRIAN RAILING TO VERIFY DIMENSION REQUIREMENTS. 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 SCHEDULE 40 OR 80 STEEL PIPE (AS SHOWN IN DETAILS) CONFORMING TO ASTM A53, TYPE E OR S, GRADE B (fy = 35 ksi). 4. ALL OTHER STRUCTURAL STEEL SHALL BE ASTM A36 (fy 36 ksi). 5. PEDESTRIAN RAILING SHALL BE PAID FOR AS ITEM 514, PEDESTRIAN RAILING (STEEL) ON A LINEAR FOOT BASIS, AND SHALL INCLUDE THE COSTS OF THE CAISSON EXCAVATION, CONCRETE, AND REINFORCING. CITY OF FORT COLLINS EXISTING CULVERT HEADWALL As Constructed No Revisions: Revised: Void: 3 /2 " X-STRONG RAILING AND (SCHEDULE 80) CAISSON STEEL PIPE AT TOP BICYCLE AND BOTTOM RAILS RAIL 1 1/2" DIA. STANDARD Z(SCHEDULE 40) J STEEL PIPE AT Q BICYCLE RAIL 12L� 1/4 " PLATE STEEL o J SUPPORT AT EACH v POST OR VERT. UQ TUBE (7 TOTAL) m� V" 3/4 a 1/2 " SQUARE s TYP. I STEEL BAR o VERTICALS (TYP.) I 2" COMPRESSION JOINT MATERIAL ALL AROUND CAISSON EXISTING SLAB i i z 1/2" EXPANSION o0 JOINT MATERIAL U) ALL AROUND U CAISSON z - O z c� - w - - o = 0 l w w m � i w Q (n O O 0 J Q CA0 U ~ o I - 0 � I i z � i � x I o I SHERWOOD LATERAL CULVERT PEDESTRIAN RAILING DETAIL MASON STREET/HARMONY ROAD SPRING CREEK BIKE/PEDESTRIA PEDESTRIAN RAILING DETAILS Designer: B. MARCATO Detailer: P. HELM MFELSBURG IHOLT & ULLEVIG Project No./Code Sheet Subset: CULVERT Subset Sheets: R-1 of 11 Sheet Number w • i GENERAL NOTES 1. FOR PLAN QUANTITIES OF BITUMINOUS MATERIALS, THE FOLLOWING RATES OF APPLICATION WERE USED: DILUTED EMULSIFIED ASPHALT (SLOW SETTING) AT 0.10 GAL./SQ. YD. (DILUTED) BITUMINOUS PAVEMENT AT 110 LB./SQ. YD./INCH THICKNESS AGGREGATE BASE COURSE (CLASS 6) AT 133 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. THE COST OF EMULSIFIED ASPHALT SHALL BE INCLUDED IN THE COST OF ITEM 403 HOT BITUMINOUS PAVEMENT (PATCHING)(ASPHALT). 2. 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, 3. THE TYPE OF COMPACTION FOR EARTHWORK ON THIS PROJECT SHALL BE AASHTO T99. 4. 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. 5. WHERE IT IS REQUIRED TO SAW CUT EXISTING PAVEMENT, THE CUTTING SHALL BE DONE FULL DEPTH TO A NEAT WORK LINE WITH A CONCRETE SAW. THIS WILL NOT BE PAID FOR SEPARATELY, BUT WILL BE CONSIDERED AS SUBSIDIARY TO REMOVAL OF ASPHALT MAT. 6. ALL CONCRETE PAVEMENT SHALL BE CLASS P. 7. 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, RUBBLE, AND DEBRIS, TREES LESS THAN 6 INCHES IN DIAMETER, BUSHES, FENCING, BARRICADES, ROCKS, AND ANY OTHER ITEMS IDENTIFIED OR NECESSARY TO BE REMOVED. 8. CONSTRUCTION SURVEYING WILL BE PROVIDED BY THE CITY OF FORT COLLINS CREWS. ALL SURVEYING MUST BE SCHEDULED 48 HOURS IN ADVANCE. 9, THE CITY OF FORT COLLINS WILL INSTALL THE SIGNALS AND SIGNING AND STRIPING ON ALL ROADS AND ON THE TRAIL. THE CITY WILL ALSO INSTALL THE LIGHTING ON THE PROJECT. THE CONTRACTOR AND SUB -CONTRACTORS SHALL COORDINATE THE CONSTRUCTION WITH THE CITY OF FORT COLLINS CREWS. 10. 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. OTHER UNREGISTERED UTILITIES ARE TO BE LOCATED BY CONTACTING THE RESPECTIVE REPRESENTATIVE. UTILITY SERVICE LATERALS ARE ALSO TO BE LOCATED PRIOR TO BEGINNING EXCAVATION OR GRADING. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL UTILITIES DURING CONSTRUCTION AND FOR COORDINATING WITH THE APPROPRIATE UTILITY COMPANY FOR ANY UTILITY CROSSINGS REQUIRED. 12. 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. 13. NO WORK MAY COMMENCE WITHIN ANY PUBLIC STORM WATER, SANITARY SEWER OR POTABLE WATER SYSTEM UNTIL THE CONTRACTOR NOTIFIES THE UTILITY PROVIDER. NOTIFICATION SHALL BE A MINIMUM OF 2 WORKING DAYS PRIOR TO COMMENCEMENT OF ANY WORK. AT THE DISCRETION OF THE WATER UTILITY PROVIDER, A PRE -CONSTRUCTION MEETING MAY BE REQUIRED PRIOR TO COMMENCEMENT OF ANY WORK. 14.TREE REMOVAL SHALL BE COMPLETED BEFORE APRIL 1ST OR AFTER AUGUST 31ST. 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. 15. ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF PUBLIC IMPROVEMENTS SHALL MEET OR EXCEED THE STANDARDS AND SPECIFICATIONS SET FORTH IN THE LARIMER COUNTY URBAN AREA STREET STANDARDS AND APPLICABLE STATE AND FEDERAL REGULATIONS. ALL WORK SHALL BE INSPECTED AND APPROVED BY THE CITY OF FORT COLLINS. 16. 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. Computer File Information Creation Date: 01 -08-03 Initials: JMH Last Modification Date: 04-19-04 Initials: JMH Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Drawing File Name: M02181 GNR01 .dwg Acad Ver. 2000i Scale: Units: ENGLISH 17. 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. 18. 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. 19.ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION OF SAID STANDARD, UNLESS SPECIFICALLY STATED OTHERWISE. 20. 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. 21. 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. 22. 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 APPROVED BY THE CITY OF FORT COLLINS. MUD AND DEBRIS REMOVAL WILL NOT BE PAID FOR SEPARATELY, BUT TO BE INCLUDED IN THE WORK. 23. 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 CITY OF FORT COLLINS INSPECTOR AT ALL TIMES. 24. DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. IF PERTINENT DIMENSIONS ARE NOT SHOWN, CONTACT THE DESIGNER FOR CLARIFICATION, AND ANNOTATE THE DIMENSION ON THE AS -BUILT RECORD DRAWINGS. 25. 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. 26. 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 "A GUIDE FOR EROSION AND SEDIMENT CONTROL IN URBANIZING AREAS OF COLORADO" AS PUBLISHED BY THE NATURAL RESOURCES CONSERVATION SERVICE, U.S. DEPT. OF AGRICULTURE. 27, 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. 28. 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. 29. AFTER ACCEPTANCE BY THE CITY OF FORT COLLINS, PUBLIC IMPROVEMENTS DEPICTED IN THESE PLANS SHALL BE GUARANTEED TO BE FREE FROM MATERIAL AND WORKMANSHIP DEFECTS FOR A PERIOD OF TWO YEARS FROM THE DATE OF ACCEPTANCE. 30.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. 31. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MANAGING WATER WITHIN THE CONSTRUCTION SITE AND PROTECTING PROPERTY. 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 FOLLOWING ITEMS ARE REQUIRED FOR THIS PROJECT AND ARE NOT TABULATED ELSEWHERE IN THIS PLAN SET: ITEM 201 - CLEARING & GRUBBING - 1 LUMP SUM ITEM 203 - POTHOLING - 20 HOURS ITEM 250 - HEALTH & SAFETY OFFICER - 24 HOURS ITEM 620 - SANITARY FACILITY - 1 EACH ITEM 626 - MOBILIZATION - 1 LUMP SUM ITEM 630 - TRAFFIC CONTROL - 1 LUMP SUM 35. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION THAT WILL AFFECT SIGNS OF ANY TYPE, THE CONTRACTOR SHALL CONTACT THE CITY OF FORT COLLINS TRAFFIC OPERATIONS DEPARTMENT, WHO WILL TEMPORARILY REMOVE OR RELOCATE THE SIGN AT NO COST TO THE CONTRACTOR, HOWEVER, IF THE CONTRACTOR MOVES THE TRAFFIC SIGN THEN THE CONTRACTOR WILL BE CHARGED FOR THE LABOR, MATERIALS, AND EQUIPMENT TO REINSTALL THE SIGN AS NEEDED. 36. WHEN AN EXISTING ASPHALT STREET MUST BE CUT, THE STREET MUST BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN ITS ORIGINAL CONDITION. THE EXISTING STREET CONDITION SHALL BE DOCUMENTED BY THE CITY OF FORT COLLINS CONSTRUCTION INSPECTOR BEFORE ANY CUTS ARE MADE. PATCHING SHALL BE DONE IN ACCORDANCE WITH THE CITY OF FORT COLLINS STREET REPAIR STANDARDS. THE FINISHED PATCH SHALL BLEND IN SMOOTHLY INTO THE EXISTING SURFACE. ALL LARGE PATCHES SHALL BE PAVED WITH AN ASPHALT LAY -DOWN MACHINE. IN STREETS WHERE MORE THAN ONE CUT IS MADE, AN OVERLAY OF THE ENTIRE STREET WIDTH, INCLUDING THE PATCHED AREA MAY BE REQUIRED. THE DETERMINATION OF NEED FOR A COMPLETE OVERLAY SHALL BE MADE BY THE CITY ENGINEER OR INSPECTOR AT THE TIME THE CUTS ARE MADE. ndex of Revisions City of Fort Collins CITY OF FORT COLLINS - I I r I - - As Constructed No Revisions: Revised: Void: 37, 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 THE BIKE PATH. 38. 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 BOUNDARIES OF THE WETLANDS TO BE PRESERVED WITH ORANGE PLASTIC FENCING. THE LIMITS OF THE WETLANDS BOUNDARIES TO BE APPROVED BY THE CITY OF FORT COLLINS. SEE THE TRAIL PLANS AND WETLAND MITIGATION PLANS FOR THE LOCATION OF TEMPORARY WETLAND IMPACTS AND MITIGATION. 39. ALL TOPSOIL SHALL BE ON -SITE. 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. 40, THE CONTRACTOR SHALL COORDINATE WITH THE NEW MERCER DITCH AND LARIMER COUNTY NO. 2 DITCH REGARDING THE CONSTRUCTION OF BRIDGES AND BOX CULVERTS WITHIN THE DITCHES. BOTH DITCHES WILL BE IN USE FROM APRIL 1 THROUGH OCTOBER 31. UTILITY CONTACT LIST UTILITY/AGENCY CONTACT PHONE SANITARY SEWER/WATER (CITY OF FORT COLLINS) ROGER BUFFINGTON (970) 221 -6854 FORESTER (CITY OF FORT COLLINS) RALPH ZENTZ (970) 221 -6302 STORM WATER (CITY OF FORT COLLINS) GLEN SCHLUETER (970) 224-6065 ELECTRIC/LIGHTING (CITY OF FORT COLLINS) DOUG MARTINE (970) 224-6152 TELEPHONE (QWEST) BOB RULLI (970) 377-6401 CABLE TELEVISION (COMCAST) DENNIS GREENWALT (970) 484-7166 GAS (EXCEL ENERGY) RANDY BLANK (970) 225-7847 RAILROAD (BURLINGTON NORTHERN SCOTT PETERSON (307) 432-7346 SANTA FE) NEW MERCER DITCH & LARIMER COUNTY No. 2 JOHN ANDREW (303) 297-9005 (WATER MANAGEMENT CONSULTANTS) TRAFFIC CONTROL (CITY OF FORT COLLINS) SYL MIRELES (970) 221 -6815 TRAFFIC SIGNALS (CITY OF FORT COLLINS) ERIC BRACKE (970) 224-6062 WATER AND SANITARY (FORT COLLINS-LOVELAND, TERRY FARRILL (970) 226-3104 S. MASON SPRING Designer: Detailer: Sheet Subset: STREET/HARMONY ROAD/ CREEK BIKE/PEDESTRIAN GENERAL NOTES MRH JMH MISC Subset Sheets: GN-1 of MA FELSBURG rIHOLT & ULLEVIG Project No./Code 1 Sheet Number G1 - 01 3 ti 1 0% hJ TABULATION OF REMOVALS i N LOCATION REMOVAL OF PIPE (SPECIAL) REMOVAL OF CONCRETE MEDIAN COVER MATERIAL REMOVAL OF SIDEWALK REMOVAL OF CURB AND GUTTER REMOVAL OF ASPHALT MAT REMOVAL OF GROUND SIGN PLUG STRUCTURE RESET FIRE HYDRANT RESET GROUND SIGN ADJUST MANHOLE ADJUST VALVE BOX ADJUST VAULT EACH SY SY LF SY EACH EACH EACH EACH EACH EACH EACH PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL MASON TRAIL STA. 200+15.77 TO STA. 232+92.63 1 STA. 233+31.62 TO STA. 250+55.25 STA. 251+16.60 TO STA. 252+67.58 STA. 300+09.25 TO STA. 326+49.96 28 1 STA. 400+ 15.24 TO STA. 416+90.81 STA. 417+52.14 TO STA. 425+ 13.77 2 STA. 500+09.00 TO STA. 531 +51 .61 1 708 1 2 1 1 2 STA. 531 +86.96 TO STA. 534+34.23 88 2 1 TROUTMAN CONNECTION 2 CINEMA CONNECTION 7 29 7 REST AREA CONNECTION SIDEWALK CONNECTION HORSETOOTH ROAD 34 46 76 2 SWALLOW ROAD 10 21 58 96 1 REDWING ROAD 12 8 DRAKE ROAD 14 88 143 249 1 PROJECT TOTALS 1 1 1 1 24 1 177 1 1 288 1 1232 3 3 1 5 2 1 2 4 Computer File Information Creation Date: 01 —08-04 Initials: JMH Last Modification Date: 04-29-04 Initials: JMH Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Drawing File Name: M021 81TAB01 .dwg Acad Ver. 2000i Scale: Units: ENGLISH index of Revisions City of Fort Collins CITY OF FORT COLLINS F i L.- III I I I- As Constructed No Revisions: Revised: A1.7[:I MASON STREET SPRING CREEK TABULATION Designer: MRH Detailer: JMH Sheet Subset: HARMONY ROAD/ BIKE/PEDESTRIAN OF REMOVALS PFELSBURG rl HOLT & ULLEVIG Project No./Code Subset Sheets: RT-1 of 11 Sheet Number C1 - 297 ti A N TABULATION OF SURFACING QUANTITIES I LOCATION HOT BITUMINOUS PAVEMENT (PATCHING) (ASPHALT) CONCRETE CONCRETE PAVEMENT AGGREGATE BASE COURSE (CLASS 6) TON Sy TON PLAN FINAL PLAN FINAL PLAN FINAL MASON TRAIL STA. 200+15.77 TO STA. 232+92.63 436 STA. 233+31.62 TO STA. 250+55.25 228 STA. 251 +16.60 TO STA. 252+67.58 18 STA. 300+09.25 TO STA. 326+49.96 345 STA. 400+ 15.24 TO STA. 416+90.81 165 STA. 417+52.14 TO STA. 425+ 13.77 72 STA. 500+09.00 TO STA. 531 +51.61 159 419 STA. 531 +86.96 TO STA. 534+34.23 12 33 TROUTMAN CONNECTION CINEMA CONNECTION 4 REST AREA CONNECTION SIDEWALK CONNECTION HORSETOOTH ROAD 50 SWALLOW ROAD 30 58 REDWING ROAD 5 DRAKE ROAD 97 103 PROJECT TOTALS 357 161 1,716 Computer File Information Creation Date: 01 —08-04 Initials: JMH Last Modification Date: 04-29-04 Initials: JMH Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Drawing File Name: M02181 TAB02.dwg Acad Ver. 2000i Scale: Units: ENGLISH ndex of Revisions City of Fort Collins CITY OF FORT COLLINS r F Fi i As Constructed No Revisions: Revised: Void: MASON SPRING -AB U LATI 0 Designer: Detailer: Sheet Subset: N STREET/HARMONY ROAD/ CREEK BIKE/PEDESTRIAN OF SURFACING QUANTITIE MRH JMH pFELSBURG rIHOLT & ULLEVIG Project No./Code Subset Sheets: ST-1 of 11 Sheet Number 30 C1 - 297 ti O► N I r- C> TABULATION OF CURB AND GUTTER, SIDEWALK, RAMPS LOCATION VERTICAL CURB AND GUTTER DRIVE -OVER CURB & GUTTER CONCRETE CURB RAMP CONCRETE BIKEWAY (6") CONCRETE BIKEWAY (COLORED) (6') FENCE COMBINATION WITH TREATED WOOD POST MEDIAN COVER MATERIAL (CONCRETE) 1' GUTTER 2' GUTTER LF LF LF Sy Sy Sy LF SF PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL MASON TRAIL STA. 200+15.77 TO STA. 232+92.63 4393 2724 STA. 233+31.62 TO STA. 250+55.25 2317 0 STA. 251 + 16.60 TO STA. 252+67.58 204 1 143 STA, 300+09.25 TO STA, 326+49.96 3524 2626 STA. 400+15.24 TO STA, 416+90.81 1864 1639 STA. 417+52.14 TO STA, 425+13.77 897 745 STA. 500+09.00 TO STA. 531 +51.61 2846 282 129 4823 3052 STA. 531 +86.96 TO STA, 534+34.23 152 261 249 TROUTMAN CONNECTION 76 CINEMA CONNECTION 29 16 9 REST AREA CONNECTION 62 52 SIDEWALK CONNECTION 100 HORSETOOTH ROAD 46 36 SWALLOW ROAD 16 28 17 30 33 REDWING ROAD 12 6 DRAKE ROAD 24 48 46 23 PROJECT TOTALS 1 69 1 3132 1 282 250 18,560 1 1 52 11178 56 Computer Creation Date: Last Modification Date: Full Path: I:\02181\Ac Drawing File Name: Acad Ver. 2000i File Information 01 —08-04 Initials: JMH 07-16-04 Initials: MRH inal Trail Design\HarmonyNorth\Sheet M02181 TAB03.dwg Scale: Units: ENGLISH Index of Revisions City of Fort Collins CITY OF FORT COLLINS As Constructed No Revisions: Revised: Void: MASON SPRING CURB Designer: Detailer: Sheet Subset: STREET/HARMONY ROAD/ CREEK BIKE/PEDESTRIAN & GUTTER TABULATIONS MRH JMH MgFELSBURG rIHOLT & ULLEVIG Project No./Code Subset Sheets: CGT-1 of 11 Sheet Number 31 Cl - 297 i (STALL 8" HIGH "TIMES NEW ROMAN" STREET LAME TEXT. SANDBLAST 1 /8" INTO CONCRETE AND STAIN LITHOCHROME GREY. — INCLUDE IN -HE COST OF THE CONCRETE BIKEWAY. \\— STA SHO BIKE CONNECTION TO MASON J I fl. L V V I I �I. TRAIL SOUTH OF HARMONY BEGIN BIKE/PED. TRAIL (SECTION 1) (TO BE CON TRUCTED MATCH EXISTING SIDEWALK BY OTHERS) �► I 0 •0 SCALE:40 POINT TABLE POINT STATION NORTHERLY EASTERLY 1 200+ 15.77 107934.0493 193543.5026 RAILROAD R.O.W. BNSF RAILROAD STEEPER THAN 3:1) *2:1 SLOPE REQUIRED FROM STA.202+00 TO STA. 206+00 DRAINAGE FOR THIS SHEET —STORM WATERS WILL SHEET FLOW OVER THE TRAIL AND WILL PASS TOWARDS THE DITCH —NO CONCENTRATION OF FLOWS WILL OCCUR —NO LOW SPOTS ARE APPARANT THAT WILL CAUSE PONDING DUE TO THE TRAIL —THE TRAIL WILL NOT SIGNIFICANTLY IMPACT THE McLELLANDS BASIN EROSION CONTROL FOR THIS SHEET —SILT FENCE SHALL BE PLACED ALONG THE LOWER SIDE OF THE TRAIL TO PROTECT THE DITCH AS SHOWN ON THE PLAN —DISTURBED AREAS NOT PAVED OR PART OF THE TRAIL SHOULDER SHALL BE CONTOUR FURROWED, MULCHED AND SEEDED —SOIL RETENTION BLANKET (STRAW/COCONUT) SHALL BE PLACED IN AREAS WITH SLOPES GREATER THAN 3:1 AS SHOWN i FrFNn PEDESTRIAN LIGHT — TO BE INSTALLED BY CITY LIGHT & POWER — — — — — TOP OF CUT j- TOE OF FILL SILT FENCE TRAIL FENCE EXISTING u WETLANDS TEMPORARY WETLANDS TAKE PERMANENT WETLANDS TAKE CONCRETE PAVEMENT AGGREGATE BASE O O Ln 0 N MAP FELSBURG rIHOLT & ULLEVIG Computer File Information Index of Revisions As Constructed MASON STREET/HARMONY ROAD/ Project No./Code Creation Date: 01-08-04 Initials: JWW O SPRING CREEK BIKE/PEDESTRIAN CITY OF FORT COLLINS -- No Revisions: TRAIL PLAN SHEET Last Modification Date: 04-27-04 Initials: JMH 0 - F r - — Revised: Designer: M R H Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Drawing File Name: R02181 PLN01 .dwg City of Fort Collins Detailer: JWW 32 Acad Ver. 2000i Scale: Units: ENGLISH Void: Sheet Subset: ROADWAY Subset Sheets: PL-01 of 29 Sheet Number C1 - 297 O� N I tw')_ NEW MERCER DITCH - - - - - - - — - — — -- - - _ T0' OF FILL 49D-_ O -N00°24' 55.77"E - - - 535.66'��f� C-2 CURVE DATA DELTA = 21°28' 59.74" RADIUS = 350.00' LENGTH= 131.23' TANGENT= 66.40' N REQ' D SILT FENCE - _ �� �� Q Ln (500 LF) N O Q *2:1 SLOPE Ln 00 REQUIRED FROM 0 N /� SS STA.202+00 TO g�OS STA. 206+00 II Q C-1 CURVE DATA z_ —I = U U REQ' D SOIL RETENTION -/ QBLANKET (STRAW/COCONUT) (110 SY)(ON SLOPES STEEPER THAN 3:1) 11 z I r n DELTA = 22° 13' 30.17" RADIUS = 300.00' LENGTH = 116.37' TAN(',FNT 58.93' / SLOPE EASEMENT (TYP.) HORIZONTAL CONTROL LINE O N22°38' 25.95"E (V 53.46' I R \ - CD - �� - LCn - - - - - LIJ \- �+ - -- - - - _ — - - — ABANDON OF �Q' MANHOLE �� 5t,0 N, 1 09 26.21 E (OWNED BY - _ 2147.51 ' NEW MERCER \� O - - - -- - - - - - - - - - - - - - - DITCH) \ O- - _-- - -SOS - - — — - -- — U B C LL M B EFL STORAGE YARD - RAILROAD c� R.O.W. Z TEMPORARY LLJ U o CONSTRUCTION CD UJCO CD � EASEMENT O Z O (TYP.) p J F +�Q Q O " Ch < N Z O W O Z of - + — 2' SHOULDER (TYP.) EDGE OF PAVEMENT N CONCRETE RUBBLE TO TRAI L BE REMOVED FENCE BY OTHERS -- - - - - BNSF RAILROAD POINT TABLE POINT STATION NORTHERLY EASTERLY 2 205+51.43 108469.6886 193547.3870 3 206+67.80 108582.9977 193570.4977 4 207+21.26 108632.3380 193591.0770 5 208+52.49 108760.0010 1 193617.9773 Computer File Information Creation Date: 01 -08-04 Initials: JWW 0 Last Modification Date: 04-27-04 Initials: JMH Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Drawing File Name: R02181 PLN02.dwg Acad Ver. 2000i Scale: Units: ENGLISH 0 TOP OF CUT DRAINAGE FOR THIS SHEET -STORM WATERS WILL SHEET FLOW OVER THE TRAIL AND WILL PASS TOWARDS THE DITCH -NO CONCENTRATION OF FLOWS WILL OCCUR -NO LOW SPOTS ARE APPARANT THAT WILL CAUSE PONDING DUE TO THE TRAIL -THE TRAIL WILL NOT SIGNIFICANTLY IMPACT THE McLELLANDS BASIN EROSION CONTROL FOR THIS SHEET -SILT FENCE SHALL BE PLACED ALONG THE LOWER SIDE OF THE TRAIL TO PROTECT THE DITCH AS SHOWN ON THE PLAN -DISTURBED AREAS NOT PAVED OR PART OF THE TRAIL SHOULDER SHALL BE CONTOUR FURROWED, MULCHED AND SEEDED -SOIL RETENTION BLANKET (STRAW/COCONUT) SHALL BE PLACED IN AREAS WITH SLOPES GREATER THAN 3:1 AS SHOWN ndex of Revisions City of Fort Collins CITY OF FORT COLLINS -i - As Constructed No Revisions: Revised: me PERMANENT EASEMENT (TYP.) LEGEND EXISTING WETLANDS PEDESTRIAN LIGHT - TO INSTALLED BY TEMPORARY CITY LIGHT & POWER WETLANDS TAKE — — — — — TOP OF CUT PERMANENT WETLANDS TAKE TOE OF FILL CONCRETE —j—j—j— SILT FENCE PAVEMENT i� TRAIL FENCE AGGREGATE BASE MASON STREET/HARMONY ROAD SPRING CREEK BIKE/PEDESTRIA TRAIL PLAN SHEET Designer: MRH Detailer: JWW INFELSBURG rIHOLT & ULLEVIG Project No./Code Sheet Subset: ROADWAY Subse heets: PL-02 of 29 1 Sheet Number 33' � J - vi i ti (V T— C.V CFC EX. - 42" WATER MAIN H 1 - - -- C -- - - - - F - - -- - 0 D S I LT_FE_IVCE_ - - N - — ---- - _ - - - - —NEW --A4E R C E FL DITC- - 2147.51 ' z TOP OF CUT - -- - - O - - _ - - _ I' _ ��� - - - - - - - - - - - - - - = ` - - - -- - - - - - J - - - - -- - - - HORIZOONTAL�ONTROL SINE- + 1 = 2' SHOULDER (TYP.) + + U 10 r� PERMANENT EASEMENT (TYP.) N SLOPE EASEMENT TYP.) y' 1. Q N N N `- CONCRETE RUBBLE TO 3 BE REMOVED TRAIL FENCE TO L BY OTHERS BE SET ON RAILROAD -- R.O.W./TEMPORARY -- - - -- — -- F RAILROAD EASEMENT — -. w i U DRAINAGE FOR THIS SHEET -STORM WATERS WILL SHEET FLOW OVER THE TRAIL AND WILL PASS TOWARDS THE DITCH -NO CONCENTRATION OF FLOWS WILL OCCUR DUE TO THE TRAIL -AN EXISTING LOW SPOT AT STA. 214+00 RT. WIIL DRAIN UNDER THE PATH AND INTO THE NEW MERCER DITCH J L z -THE TRAIL WILL NOT SIGNIFICANTLY IMPACT THE McLELLANDS BASIN � r EROSION CONTROL FOR THIS SHEET 0 20 40 -SILT FENCE SHALL BE PLACED ALONG THE LOWER SIDE OF THE TRAIL TO PROTECT THE DITCH AS SHOWN ON THE PLAN -DISTURBED AREAS NOT PAVED OR PART OF THE TRAIL SHOULDER SHALL BE CONTOUR FURROWED, MULCHED AND SEEDED SCALE: 1 "-40' DETENTION POND STA. 214+00 REO' D SIDEWALK - --- DRAtRt-f 1- EAC-H-) - (GRADE AT INLET & 0 OUTLET FOR O - - r - ROStTtVE- DRAINAGE} W Ln ----------- D - — -- - --- o o C) — 1`-�J��. Q cn �_- - - -_ -- - --- z + TOE OF EDGE OF PAVEMENT lztl FILL = s f U LEGEND EXISTING WETLANDS PEDESTRIAN LIGHT - TO INSTALLED BY TEMPORARY CITY LIGHT & POWER WETLANDS TAKE ----- TOP OF CUT PERMANENT WETLANDS TOE OF FILL TAKE CONCRETE —j—j—j— SILT FENCE PAVEMENT i� TRAIL FENCE AGGREGATE BASE PFELSBURG rIHOLT & ULLEVIG Computer File Information 0 Index of Revisions CITY of FORT COLLINS - City of Fort Collins As Constructed MASON STREET/HARMONY ROAD/ SPRING CREEK BIKE/PEDESTRIAN TRAIL PLAN SHEET Project No./Code Creation Date: 01-08-04 Initials: JWW No Revisions: Last Modification Date: 04-27-04 Initials: JMH Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Revised: Designer: MRH Drawing File Name: R02181 PLN03.dwg Detailer: JWW Void: Sheet Number 34 Acad Ver. 20001 Scale: Units: ENGLISH Sheet Subset: ROADWAY Subset Sheets: PL-03 of 29 C1 - 297 K. 04 N c.� C C LC 0 Q 5 =MMMMIM, I Conn Creation Date: uter Last Modification Date: Full Path: I:\02181\Ac Drawing File Name: Acad Ver. 2000i POINT TABLE POINT STATION NORTHERLY EASTERLY 100 10+44.06 109710.0506 193505.4696 File Information 01 —08-04 Initials: JWW 04-27-04 Initials: JMH Final Trail Design\HarmonyNorth\Sheet R02181 PLN04.dwg Scale: Units: ENGLISH RAILROAD DRAINAGE FOR THIS SHEET —STORM WATERS WILL SHEET FLOW OVER THE TRAIL AND WILL PASS TOWARDS THE DITCH —NO CONCENTRATION OF FLOWS WILL OCCUR —NO LOW SPOTS ARE APPARANT THAT WILL CAUSE PONDING DUE TO THE TRAIL —THE TRAIL WILL NOT SIGNIFICANTLY IMPACT THE McLELLANDS BASIN EROSION CONTROL FOR THIS SHEET —SILT FENCE SHALL BE PLACED ALONG THE LOWER SIDE OF THE TRAIL TO PROTECT THE DITCH AS SHOWN ON THE PLAN —DISTURBED AREAS NOT PAVED OR PART OF THE TRAIL SHOULDER SHALL BE CONTOUR FURROWED, MULCHED AND SEEDED ndex of Revisions City of Fort Collins CITY OF FORT COLLINS F FI As Constructed No Revisions: Revised: Void: TANArr[:-iD f.T_ PEDESTRIAN LIGHT — TO BE INSTALLED BY CITY LIGHT & POWER 1-1-1— TOP OF CUT TOE OF FILL SILT FENCE TRAIL FENCE EXISTING WETLANDS TEMPORARY WETLANDS TAKE PERMANENT WETLANDS TAKE CONCRETE PAVEMENT AGGREGATE BASE MASON STREET/HARMONY ROAD/ SPRING CREEK BIKE/PEDESTRIAN TRAIL PLAN SHEET Designer: MRH Detailer: JWW Sheet Subset: ROADWAY Subset Sheets: Q cn PFELSBURG �IHOLT & ULLEVIG Project No./Code PL-04 of 291 Sheet Number 351 E1 - 297 i N 0 W z ---- _ -tOS b bC 0 40 SCALE: 1 .0 TOP OF CUT REQ' D StLT FENCE (500 LF) MERCER -DITCH -- NO1.09' 26.21 "E - - - 2147.51' — o Z r - l �S - - - - — - -- - L -- OOS l�bfl 0 o SOS ��00� - - SOS 5�0�- --, 9toS CN PERMANENT EASEMENT (TYP.) OF-PAVEMFN_L HORIZONTAL CONTROL LINE Ln N -TOE OF FILL W -- - '� O S - =- y — -O - _ - - - - � - _ 9toS - - -- - `-� + U N N TRAIL FENCE TO CONCRETE RUBBLE BE SET ON TO BE REMOVED BY RAILROAD R.O.W. OTHERS BNSF RAILROAD DRAINAGE FOR THIS SHEET -STORM WATERS WILL SHEET FLOW OVER THE TRAIL AND WILL PASS TOWARDS THE DITCH -NO CONCENTRATION OF FLOWS WILL OCCUR -NO LOW SPOTS ARE APPARANT THAT WILL CAUSE PONDING DUE TO THE TRAIL -THE TRAIL WILL NOT SIGNIFICANTLY IMPACT THE McLELLANDS BASIN EROSION CONTROL FOR THIS SHEET -SILT FENCE SHALL BE PLACED ALONG THE LOWER SIDE OF THE TRAIL TO PROTECT THE DITCH AS SHOWN ON THE PLAN -DISTURBED AREAS NOT PAVED OR PART OF THE TRAIL SHOULDER SHALL BE CONTOUR FURROWED, MULCHED AND SEEDED Q N SLOPE EASEMENT 2' SHOULDER (TYP.) (TYP.) TEMPORARY EASEMENT (TYP.) LEGEND EXISTING WETLANDS PEDESTRIAN LIGHT - TO INSTALLED BY TEMPORARY CITY LIGHT & POWER WETLANDS TAKE — — — — — TOP OF CUT PERMANENT WETLANDS TAKE TOE OF FILL CONCRETE —j—j—j— SILT FENCE PAVEMENT TRAIL FENCE AGGREGATE BASE NFELSBURG r IHOLT & ULLEVIG Computer File Information Index of Revisions As Constructed MASON STREET/HARMONY ROAD/ Project No./Code Creation Date: 01-08-04 Initials: JWW 0 SPRING CREEK BIKE/PEDESTRIAN 0 CITY OF FORT COLLINS -i I _r No Revisions: TRAIL PLAN SHEET Last Modification Date: 04-27-04 Initials: JMH Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet - - Revised: Designer: MRH Drawing File Name: R021 81 PLN05.dwg -- = City of Fort Collins Detailer: JWW Acad Ver. 20001 Scale: Units: ENGLISH Void: Sheet Subset: ROADWAY Subset Sheets: PL-05 of 29 Sheet Number 36 ul - 297 T- V ALBION WAY 0 0 - - o -- o 0 + �500- REO' D SILT FENCE LF r� O — - — - — — N — -- N-EW M E-R C-E R- DITCH _ _ _ - - - - - < O — — -.-- --- _-- __ EDGE OF P ENTENT Q- - - - - - - - - - - - - - - - - - - - - - - =61 V) NO1'09' 26.21 "E —� — LJJ — — — — — — — -7FILL -- o -- — - - - - - - - - —O-- �}OS--S--Wo ------ Z++ - - JN SLOPE EASEMENT (TYP.) N NQ 2 SHOULDER (TYP.) (,PERMANENT N TOP OF CUTTRAIL FENCE TO EASEMENT (TYP.)HORIZONTAL CONTROL LINE BE SET ON RAILROAD R.O.W./TEMPORARY EASEMENT -BNSF--RAILROAD--- POINT TABLE POINT STATION NORTHERLY EASTERLY 6 230+00.00 110907.0712 193661.3505 0 40 SCALE: 1 -• DRAINAGE FOR THIS SHEET —STORM WATERS WILL SHEET FLOW OVER THE TRAIL AND WILL PASS TOWARDS THE DITCH —NO CONCENTRATION OF FLOWS WILL OCCUR —NO LOW SPOTS ARE APPARANT THAT WILL CAUSE PONDING DUE TO THE TRAIL —THE TRAIL WILL NOT SIGNIFICANTLY IMPACT THE McLELLANDS BASIN EROSION CONTROL FOR THIS SHEET —SILT FENCE SHALL BE PLACED ALONG THE LOWER SIDE OF THE TRAIL TO PROTECT THE DITCH AS SHOWN ON THE PLAN —DISTURBED AREAS NOT PAVED OR PART OF THE TRAIL SHOULDER SHALL BE CONTOUR FURROWED, MULCHED AND SEEDED LEGEND EXISTING WETLANDS PEDESTRIAN LIGHT — TO INSTALLED BY TEMPORARY CITY LIGHT & POWER WETLANDS TAKE — — — — — TOP OF CUT PERMANENT WETLANDS TAKE TOE OF FILL CONCRETE —j—j-j- SILT FENCE PAVEMENT if TRAIL FENCE AGGREGATE BASE pFELSBURG rIHOLT & ULLEVIG Computer File Information O Index of Revisions CITY OF FORT COLLINS F i i i- _[ - . I - _ � —_ 6iil Cit of Fort Collins y As Constructed MASON STREET/HARMONY ROAD/ SPRING CREEK BIKE/PEDESTRIAN TRAIL PLAN SHEET Project No./Code Creation Date: 01-08-04 Initials: JWW No Revisions: Last Modification Date: 04-27-04 Initials: JMH Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Revised: Desi ner: MRH g Drawing File Name: R02181 PLN06.dwg Detailer: JWW Void: Sheet Number 37 Acad Ver. 2000i Scale: Units: ENGLISH Sheet Subset: ROADWAY Subset Sheets: PL-06 of 291 C1 - 297 ti a% N I 11 J L Z � r SCALE: 1 .0 ALBION WAY MANHATTAN DETENTION POND POINT TABLE POINT STATION NORTHERLY EASTERLY 6 230+00.00 110907.0712 193661.3505 7 232+40.60 111147.3033 193674.6019 8 232+80.57 111183.9307 193661.4552 9 233+43.97 111230.5646 193618.5034 10 233+88.1 1 111271,3404 193605.7596 11 234+83.30 111365.6183 193618.8999 DRAINAGE FOR THIS SHEET —STORM WATERS WILL SHEET FLOW OVER THE TRAIL AND WILL PASS TOWARDS THE DITCH —NO CONCENTRATION OF FLOWS WILL OCCUR —NO LOW SPOTS ARE APPARANT THAT WILL CAUSE PONDING DUE TO THE TRAIL —THE TRAIL WILL NOT SIGNIFICANTLY IMPACT THE McLELLANDS BASIN OR THE DETENTION AREAS TO THE WEST EROSION CONTROL FOR THIS SHEET —SILT FENCE SHALL BE PLACED ALONG THE SIDE OF THE TRAIL TO PROTECT THE DITCH AND WETLANDS AS SHOWN ON THE PLAN —DISTURBED AREAS NOT PAVED OR PART OF THE TRAIL SHOULDER SHALL BE CONTOUR FURROWED, MULCHED AND SEEDED WETLANDS L_LULINL) EXISTING WETLANDS PEDESTRIAN LIGHT — TO INSTALLED BY TEMPORARY CITY LIGHT & POWER WETLANDS TAKE — — — — — TOP OF CUT PERMANENT WETLANDS TAKE TOE OF FILL CONCRETE —j—j—j— SILT FENCE PAVEMENT if TRAIL FENCE AGGREGATE BASE C-5 CURVE DATA DELTA = 06°39' 12.17" RADIUS = 933.00' LENGTH = 108.34' TANGENT = 54.23' rIHOLT 1AFELSBURG & ULLEVIG Computer File Information 0 0 0 O Index of Revisions CITY OF FORT COLLINS _`I,-L L, - — - — City of Fort Collins As Constructed MASON STREET/HARMONY ROAD/ SPRING CREEK BIKE/PEDESTRIAN TRAIL PLAN SHEET Project No./Code Creation Date: 01-08-04 Initials: JWW No Revisions: Last Modification Date: 07-16-05 Initials: SPG Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Revised: Designer: MRH Drawing File Name: R02181 PLN07.dwg Void: Detailer: JWW Sheet Number 38 Acad Ver. 20001 Scale: 1 "=20' Units: ENGLISH Sheet Subset: ROADWAY Subset Sheets: PL-07 of 29 C1 - 297 V SUMMARY OF APPROXIMATE QUANTITIES INDEX BIKE/PED. TRAIL STRUCTURES PROJECT TOTAL ITEM CONTRACT ITEM UNIT BOOK PAGE SHEET NO. PLAN AS CONST. PLAN AS CONST. PLAN AS CONST. 201 CLEARING AND GRUBBING LS 1 1 202 REMOVAL OF TREE EA 2 2 202 REMOVAL OF INLET EA 1 1 202 REMOVAL OF PIPE EA 1 1 202 REMOVAL OF PIPE (SPECIAL) EA 1 1 202 REMOVAL OF CONCRETE MEDIAN COVER MATERIAL SY 24 24 202 REMOVAL OF SIDEWALK SY 177 177 202 REMOVAL OF CURB AND GUTTER LF 288 288 202 REMOVAL OF ASPHALT MAT SY 1,232 1,232 202 REMOVAL OF PORTIONS OF PRESENT STRUCTURE LS 1 1 202 REMOVAL OF GROUND SIGN EA 3 3 202 PLUG STRUCTURE EA 3 3 202 CLEAN CULVERT EA 1 1 203 EMBANKMENT MATERIAL CIP CY 4,883 4,883 203 BLADING HR 40 40 203 POTHOLING HR 20 20 206 STRUCTURE EXCAVATION CY 375 375 206 STRUCTURE BACKFILL (CLASS 1) CY 252 252 206 FILTER MATERIAL CLASS A CY 15 15 208 SILT FENCE LF 3,750 3,750 208 CONCRETE WASHOUT STRUCTURE EA 1 1 208 STORM DRAIN INLET PROTECTION EA 2 2 208 STABILIZED CONSTRUCTION ENTRANCE EA 6 6 208 SEDIMENT REMOVAL AND DISPOSAL LS 1 1 208 EROSION CONTROL SUPERVISOR LS 1 1 210 RESET FIRE HYDRANT EA 1 1 210 RESET GROUND SIGN EA 5 5 210 ADJUST MANHOLE EA 2 2 210 ADJUST VALVE BOX EA 2 2 210 ADJUST VAULT EA 4 4 212 SEEDING NATIVE AC 4.11 4.11 212 SOIL PREPARATION (SPECIAL) AC 4.11 4.11 213 MULCHING WEED FREE HAY AC 4.11 4.11 213 MULCHING (WOOD CHIP) CF 52 52 213 MULCH TACKIFIER LB 617 617 214 LANDSCAPE MAINTENANCE LS 1 1 214 PERENNIALS 2.25 INCH POT EA 1,270 1,270 215 TRANSPLANT TREE (1.5 TO 3 INCH) EA 3 3 215 TRANSPLANT TREE OVER 6 INCH EA 6 6 216 SOIL RETENTION BLANKET (STRAW/COCONUT) SY 425 425 217 HERBICIDE TREATMENT HR 40 40 PFELSBURG rl HOLT & ULLEVIG Computer File Information O Index of Revisions CITY of FORT COLLINS i I _1_r- _[ L �1_IL - F _ -_ _ — 6iil -- - - City of Fort Collins As Constructed MASON STREET/HARMONY ROAD/ SPRING CREEK BIKE/PEDESTRIAN SUMMARY OF APPROXIMATE QUANTITIES Project No./Code Creation Date: 01-08-04 Initials: JMH No Revisions: Last Modification Date: 10-25-04 Initials: WJM Full Path: 1:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Revised: Designer: MRH Drawing File Name: M02181 SA001 .dwg Detailer: JMH Void: Sheet Number 4 Acad Ver. 20001 Scale: Units: ENGLISH Sheet Subset: MISC Subset Sheets: SO-1 of 2 C1 - 297 ti 1 O► N 1 : u MANHATTAN DETENTION POND NO2'56' 21.72"E 60.72' EASEMENT(TYP.) - WETLANDS � - PERMANENT - - - EASEM(NT(TYP.)- TEMPORARY 00 �EASEMENT{TYP.) -- - - + i CONSTRUCT TRAIL ON EXISTING 0) -- N BERM FOR DETENTION POND - - - (BERM CONSTRUCTION BY HORIZONTAL CONTROL LINE N Q _ EDGE OF OTHERS) Ld �- _- -- - - PAVEMENT f' -� WO Hn OO- 2' SHOULDER O U J - C-5 -a_ - - - - �(TYP.j cv o� O Ln _ - - - _ /- - - - - - - - - - - - - - - - - - - - - - - - - /N01 - - - - - - - - - - - - - - - _ _ - - - - - - - - - - + ' 52.73"E I I 1 O N — --_ 390.08' _ — — — — — — — — — — — — — — — — — — — I — — — — — — — — — — - — — — -- — — — — — — CURVE DATAPERMANENT 12 O O O O O DELTA = 06*39' 12.17" EASEMENT(TYP.) O O O + 1 3 Q RADIUS = 933.00, + + + LENGTH = 108.34' �D 00 0-) 0 U) TANGENT = 54.23' W I rr} M _z N N N CV N W —► SLOPE NEW MERCER DITCH z EASEMENT EDGE OF CONCRETE LINED _j DITCH - GRADE TO DRAIN = TOWARDS DITCH. MATCH 0 EDGE OF DITCH. RAILROAD R.O.W. _, r • �J SCALE: 1 .0 POINT TABLE POINT STATION NORTHERLY EASTERLY 12 235+91.64 111473.5506 193627.5991 13 239+81.72 111863.5288 193636.3217 PERMANENT BNSF RAILROAD DRAINAGE FOR THIS SHEET -STORM WATERS WILL SHEET FLOW OVER THE TRAIL AND WILL PASS TOWARDS THE DITCH -NO CONCENTRATION OF FLOWS WILL OCCUR -NO LOW SPOTS ARE APPARANT THAT WILL CAUSE PONDING DUE TO THE TRAIL -THE TRAIL WILL NOT SIGNIFICANTLY IMPACT THE McLELLANDS BASIN EROSION CONTROL FOR THIS SHEET -DISTURBED AREAS NOT PAVED OR PART OF THE TRAIL SHOULDER SHALL BE CONTOUR FURROWED, MULCHED AND SEEDED LEGEND EXISTING - WETLANDS PEDESTRIAN LIGHT- - BE INSTALLED BY CI TE CITY LIGHT & POWER WETLANDS TAKE — — — — — TOP OF CUT PERMANENT WETLANDS TAKE TOE OF FILL CONCRETE -j—j—j- SILT FENCE PAVEMENT TRAIL FENCE AGGREGATE BASE INFELSBURG rIHOLT & ULLEVIG Computer File Information O Index of Revisions CITY OF FORT COLLINS F- i{ - [- _L 1 - _ —_- — City of Fort Collins As Constructed MASON STREET/HARMONY ROAD/ SPRING CREEK BIKE/PEDESTRIAN TRAIL PLAN SHEET Project No./Code Creation Date: 01-08-04 Initials: JWW No Revisions: Last Modification Date: 07-16-05 Initials: SPG Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Revised: Designer: MRH Drawing File Name: R02181 PLN08.dwg Detailer: JWW Void: Sheet Number �g Acad Ver. 2000i Scale: Units: ENGLISH Sheet Subset: ROADWAY Subset Sheets: PL-08 of 29 C1 - Z97 NO2'56' 21.72"E 60.72' .•■ 00 =- + 14 N 1-1 z �J L r 0 20 40 SCALE: 1 "=40' POINT TABLE 0 N MANHATTAN DETENTION POND w 2' SHOULDER (TYP.) N U � zQ 0 U � CONSTRUCT TRAIL ON EXISTING BERM FOR DETENTION POND (BERM CONSTRUCTION BY OTHERS) /—EDGE OF PAVEMENT C-6 CURVE DATA DELTA = 25'52' 18.05" RADIUS = 115.00' LENGTH = 51.93' TANGENT = 26.41 ' HORIZONTAL CONTROL LINE � 15 --. r — — — — — — — --i — — — in c — — — — — — _ �� uJ 327.93' T-- 15 1 � z O L �O Q O LIJm O zN O O co O i= o + QO dL- C/7 Ln N d- � N Q C-6.1 CURVE DATA UQ DELTA = 19'30' 38.05" RADIUS = 230,00' LENGTH = 78.32' TANGENT = 39.54' -------_- - — -- O 0 0 NEW MERCER DITCH POINT STATION !NORTHERLY EASTERLY 14 240+42.44 111924.1645 193639.4352 15 243+70.37 112252.0136 193646.7641 15.1 244+22.30 112301.9246 193659.4087 15.2 245+00.62 112376.3018 193682.7129 EDGE OF CONCRETE LINED DITCH — GRADE TO DRAIN TOWARDS DITCH. MATCH EDGE OF DITCH. VRAILROAD R.O.W. B_NSF RAILRAa_ -- DRAINAGE FOR THIS SHEET —STORM WATERS WILL SHEET FLOW OVER THE TRAIL AND WILL PASS TOWARDS THE DITCH —NO CONCENTRATION OF FLOWS WILL OCCUR —NO LOW SPOTS ARE APPARANT THAT WILL CAUSE PONDING —THE TRAIL WILL NOT SIGNIFICANTLY IMPACT THE McLELLANDS BASIN EROSION CONTROL FOR THIS SHEET —DISTURBED AREAS NOT PAVED OR PART OF THE TRAIL SHOULDER SHALL BE CONTOUR FURROWED, MULCHED AND SEEDED N 4�1 CD (A ti Ln LEI ti N z o = U Q LEGEND EXISTING WETLANDS PEDESTRIAN LIGHT — TO INSTALLED BY TEMPORARY CITY LIGHT & POWER WETLANDS TAKE — — — — — TOP OF CUT PERMANENT WETLANDS TAKE TOE OF FILL CONCRETE —j—j—j— SILT FENCE PAVEMENT AGGREGATE FELSBURG TRAIL FENCE HOLT & ro BASE ULLEVIG Computer File Information C= O Index of Revisions CITY OF FORT COLLINS r-,i F FT � r _ -__ 1 - --i 6- - City of Fort Collins As Constructed MASON STREET/HARMONY ROAD/ SPRING CREEK BIKE/PEDESTRIAN TRAIL PLAN SHEET Project No./Code Creation Date: 01-08-04 Initials: JWW No Revisions: Last Modification Date: 07-16-05 Initials: SPG Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Revised: Designer: MRH g Drawing File Name: R02181 PLN09.dwg Detailer: JWW Void: Sheet Number 40 Acad Ver. 2000i Scale: Units: ENGLISH Sheet Subset: ROADWAY Subset Sheets: PL-09 of 29 Cl - 297 f� N I Q 11 J L z � r • 40 SCALE: 1 .0 CARMIKE CINEMA TEMPORARY EASEMENT (TYP.) C-7 CURVE DATA DELTA = 07°38' 58.1 1 " RADIUS = 1000.00' LENGTH = 133.51 ' INSTALL CURB RAMPS TANGENT = 66.85' I_C) (SEE SHEET PD-04 FOR CINEMA DETAIL) TRANSPLANT TREE * + BOX CULVERT 1 (SEE STRUCTURE PLANS) EDGE OF PAVEMENT � 1 0 1 MASON STREET TRAIL TRANSPLANT TREES N STA. 247+ 1 1 .25 = 5.5' 20+00 - CINEMA CONNECTION F_ STA. 20+37.73 CONCRETE LINED Cn DITCH 8.00' N89059' 32.08"E 1 6 - I- 37.37' - t- -- CINEMA PARKING 2' SHOULDER (TYP.) PERMANENT TOE OF FILL - O EASEMENT MATCH EDGE OF (TYP.) CONCRETE DITCH O 5040 1 384.45' _ - - - - - -- - - - Q- NEW MERCER - -- - - �- - - -- - _- - — - _ - - - -- -- -- - -- -- -- - - -o DITCH + No'_---_--=--=------f---- +------- co = U_J -- -- oo - - - - - - - ------�-= - - - - - - - _ HORIZONTAL CONTROL LINE 0 UF TOP OF CUT SLOPE -- - --- EASEMENT CONCRETE LINED ---- --_ - _ _ (TYP.) DITCH ENDS - - -- -_ - - -- - --- - ---- - -- BNSF RAILROAD POINT TABLE POINT STATION NORTHERLY EASTERLY 16 246+33.51 112509.4152 193691.5939 101 20+00.36 112587.1529 193654.2155 Computer File Information Creation Date: 01 -08-04 Initials: JWW Last Modification Date: 07-16-05 Initials: SPG Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Drawing File Name: R021 81 PLN 10.dwg Acad Ver. 20001 Scale: Units: ENGLISH RAILROAD R.O.W. DRAINAGE FOR THIS SHEET -STORM WATERS WILL SHEET FLOW OVER THE TRAIL AND WILL PASS TOWARDS THE DITCH -NO CONCENTRATION OF FLOWS WILL OCCUR -NO LOW SPOTS ARE APPARANT THAT WILL CAUSE PONDING -THE TRAIL WILL NOT SIGNIFICANTLY IMPACT THE McLELLANDS BASIN EROSION CONTROL FOR THIS SHEET -DISTURBED AREAS NOT PAVED OR PART OF THE TRAIL SHOULDER SHALL BE CONTOUR FURROWED, MULCHED AND SEEDED index of Revisions City of Fort Collins CITY OF FORT COLLINS As Constructed No Revisions: Revised: Void: 0 -- - _L Ln - Q ~ CD Cn CD — w N J TRANSPLANT TREE * * SEE SHEETS LP-1 & LP-2 FOR FURTHER DETAILS. LEGEND EXISTING PEDESTRIAN LIGHT - WETLANDS TO BE INSTALLED BY TEMPORARY CITY LIGHT & POWER WETLANDS TAKE — — — — — TOP OF CUT PERMANENT WETLANDS TAKE TOE OF FILL CONCRETE -j—j—j- SILT FENCE PAVEMENT ��— TRAIL FENCE AGGREGATE BASE MASON STREET/HARMONY ROAD/ SPRING CREEK BIKE/PEDESTRIAN TRAIL PLAN SHEET Designer: M RH Detailer: JWW PFELSBURG rIHOLT & ULLEVIG Project No./Code Sheet Subset: ROADWAY Subset Sheets: PL-10 of 291 Sheet Number 411 C1 - 297 (V 1 W- CU NW00' 27.92"W 384.45' 0 90, SS, F� S�, CINEMA �ti� PARKING C-8 CURVE DATA - OEL = 28'05' 46.39" RADIUS = 95.00' LENGTH = 46.59' l TANGENT = 23.7- r -TRANSPLANT TREE PERMANENT EASEMENT (TYP.) 50 SLOPE EASEMENT (TYP.) -TEMPORARY EASEMENT, (TYP.) / w- z 18� _J - _ Ln _CN__---. Q-C X RAILROAD n R.O.W. STA. 250+60.1 1 MATCH TRAIL TO END OF STRUCTURE REQ' D SILT FENCE (50 LF) N28'05' 18.-47"E �53.55' PEDESTRIAN BRIDGE 3 - OVER NEW MERCER DITCH (SEE STRUCTURE PLANS) � N ~ + PROTECT 90" TREE L EXCEL ENERGY N FACILITIES __ 19 �� • _ - - -- C-9-CURVE--DATA- _ REQ' D SILT DELTA = 27'01 ' 26.39 FENCE (50 LF) RADIUS = 95.00' LENGTH = 44.81 ' STA. 251+12.14 TANGENT = 22.83' MATCH TRAIL TO END OF STRUCTURE - - _- * SEE SHEETS LP-1 & LP-2 FOR FURTHER DETAILS. HORSETOOTH BOWL POINT TABLE POINT STATION NORTHERLY EASTERLY 17 250+17.96 112893.8684 193691.5418 18 250+64.55 112938.6105 193702.7308 19 251+18.10 112985.8552 193727.9449 20 251 +62.91 113028.8196 193739.1 174 21 252+67.58 1 13133.4712 193741 .0619 LJ 'INSTALL 8" HIGH "TIMES NEW ROMAN" STREET' 'NAME TEXT. SANDBLAST 1/8" INTO CONCRETE ADSTAIN LITHOC-HROME GREY. - INCLUDES IN THE,,COST OF THE CONCRETE BIKEWAY. z_- wI < Q ct�I z LLJ ', w can Ln- O w' x w ' H- x 0 _ I 2' SHOULDER(TYP.) HORIZONTAL CONTROL LINE SLOPE AND DRAINAGE EASEMENT 20 - - TOE OF FILL - - - N01'03' 52.09"E 104.67' _V r o '-'-' o- EDGE OF � z Q PAVEMENT = 0 Of REQ' D 18"X16.0= RCP (E2) -PROTECT RAILROAD TRAIL FENCE TO EQUIPMENT BE SET 1 ' OFF EDGE OF SHOULDER REQ'D 18"X -STA. 251 +34.05, 14' RT. 62' RCP (E6) ANGLE FENCE 400 STA. 252+09, 16.0' RT. STA. 251+13.66, 7.5' RT. REQ' D 18" RCES (E7) BEGIN TRAIL FENCE SEE SHEET FD-01 FOR BRIDGE RAIL/FENCE DETAILS ,F - - - Q0 00 + CD Q N - - - 92OS - - /- - _1 I I I I- - = L1J STA. 252+48 1 j.0 T.--5-0REQD 18" IRCES (E5) 5- 7_3-- 6--- _� _�5035 REQ' D 18" X 34 RCP 4) STA 252+63.31 , 6' LT, L.Li W 2 GAS, VENTS TO E BEGIN FLARE FOR CONCRETE 00 L-1 RELOCATED BY EXCEL ENERGY BIKEWAY TO MATCH (n STA. 282+67.58 SIDEWALK AT 450 ANGLE - ENP BIKE/ PED. TRAIL (SECTION 1) MATCH! EXISTING SIDEWALK 21 - - STA 252+75, 8.b' RT.± REQ.' D CURB INLET 4' OPENING I (MATCH EXISTING INLETS SEE SHEET PL-12 RIM' ELEv.)(E3) - FOR TRAIL INFORMATION REMOVAL OF INLET STA. 300+00 TO STA. 305+00 REMOVAL OF PIPE T STA_ 252+7 ± 28.0' ± RT. _ _ - - -- - - CONNECT 1 C>� TO�vt1� {-E1')', --- - - - REQ' D STABILIZED CONSTRUCTION INSTALL CURB -RAMPS- S BNSF RAILROAD_ - ENTRANCE (1- EACH) a (SEE SHEET PD-01 R STA 252+59.86, RT. HORSETOOTH CROSSING PLAN) END'TRAIL FENCE AND 2' SHOULDER EC4N FLARE FOR CONCRETE 1, BIKEWAY TO MATCH !SIDEWALK AT NGLE 1 i LT. EN 2z_ S±+GULQER _ i I i LEGEND Iv>-CCLELLAN D !DRIVE DRAINAGE FOR THIS SHEET -STORM WATERS WILL SHEET FLOW OVER THE TRAIL AND WILL PASS TOWARDS THE DITCH OR AN EXISTING LOW POINT -CONCENTRATION OF FLOWS WILL OCCUR AND THEY WILL BE CONVEYED TO A STORM SEWER -NO LOW SPOTS ARE APPARANT THAT WILL CAUSE PERMANENT PONDING -THE TRAIL WILL NOT SIGNIFICANTLY IMPACT THE McLELLANDS OR FOOTHILLS BASINS EROSION CONTROL FOR THIS SHEET -SILT FENCE SHALL BE PLACED ALONG THE LOWER SIDE OF THE TRAIL TO PROTECT THE DITCH AS SHOWN ON THE PLAN -DISTURBED AREAS NOT PAVED OR PART OF THE TRAIL SHOULDER SHALL BE CONTOUR FURROWED, MULCHED AND SEEDED EXISTING WETLANDS PEDESTRIAN LIGHT - TO INSTALLED BY TEMPORARY CITY LIGHT & POWER WETLANDS TAKE - - - - - TOP OF CUT PERMANENT WETLANDS TAKE TOE OF FILL CONCRETE -j-f -j- SILT FENCE PAVEMENT if- TRAIL FENCE AGGREGATE BASE INFELSBURG rIHOLT & ULLEVIG Computer File Information O Index of Revisions _ CITY OF FORT COLLINS -1 - i_ - City of Fort Collins As Constructed MASON STREET/HARMONY ROAD/ SPRING CREEK BIKE/PEDESTRIAN TRAIL PLAN SHEET Project No./Code Creation Date: 01-08-04 Initials: JWW No Revisions: Last Modification Date: 10-18-04 Initials: WJM Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Revised: Designer: MRH Drawing File Name: R02181 PLN 1 1 .dwg Detailer: JWW Void: Sheet Number q 2 Acad Ver. 20001 Scale: Units: ENGLISH Sheet Subset: ROADWAY Subset Sheets: PL-1 1 of 29 C1 - 297 I 1 L LLJ Q w O z < z = w - � n O X O N wl LL_I U C/) x UI r w U O l 23 INSTALL 8" HIGH "TIMES NEW ROMAN" STREET NAME TEXT, SANDBLAST 1/8" INTO CONCRETE AND STAIN LITHOCHROME GREY. - INCLUDE IN \ E COST OF THE CONCRETE BIKEWAY. 30 x STA. 30+37.23 0() BEGIN REST AREA CONNECTION - MATCH 8 EXISTING BRIDGE - S67°18' 01.61 "E 2.55' AC C-50 CURVE DATA I ST,q ,3o N�� DELTA = 26°47' 54.19" 1 ' - �3C� �/�C�R RADIUS = 95.00' LENGTH = 44.43' �r �/T C-13 CURVE DATA DELTA = VE DATA 10058' 37.25" TAONGENT 22.63; PT STA. 30+84.21 Cy DELTA = 10'30' 27.23" RADIUS = 400.00' N RADIUS = 500.00' 1';04 LENGTH = 73.36' LENGTH = 95.79' (f)1 6 0p N85°54' 04.20"E TANGENT = 36.78' TANGENT = 48.04' N ' � 57.92 O � �IIY 0 31 +'QO MASON STREET TRAIL STA. 300+09.25 Cry I STA. 302+30.57 = ,� BEGIN BIKE/PED.TRAIL O TEMPORARY EASEMENT (TYP.) CD REST AREA CONNECTION (SECTION 2) - o TRAIL REST AREA' ',STA. 31+42.13 EDGE OF PAVEMENT C~ MATCH EXISTING + (SEE SHEET', LS-1 PERMANENT EA`jEMENTO - STDEWALFC - - - - -- - J (TYP.) �``? ��3R f2EST AREA' C 1 2 HORIZONTAL CONTROL_LINE + 00 Q SLOPE EASEMENT (TYP.) � PLAN) y °° -_ - _ TOP OF CUT d- O - -�___ = c� 4 A3 - _ _ - - - - - _ - _ _ - - - -- - - - --_ _ - - C-11 _ - -�L20S - - REQ' D SILT 0q_ _ A -� _ � FENCE (50 LF) + . 73.37' A2 bI I � I r i POINT TA LE - T • 20 291 � SCALE: 1 ,0 - - - 503a- 5037 5036 - J - - - - f--5035 - A1 o TOE OF FILL REQ' D STABILIZED CONSTRUCTION ENTRANCE (1 -EACH) STA. 300+16.50 6' LT. & RT. - BEGIN 2' SHOULDER. BEGIN FLARE FOR CONCRETE BIKEWAY TO MATCH SIDEWALK AT 450 ANGLE. 8' RT. - BEGIN TRAIL FENCE. -TRANSPLANT TREE * POINT STATION NORTHERLY EASTERLY 23 3 0+09.25 113226,4011 193673.7805 24 3CO+82.62 113299.7563 193675.1173 25 3 1+78.41 113395-1148 193667.7055 26 3C 1 +78.43 1 13395.1366 193667.7017 27 3 4+05.89 113620.3096 193679.8947 28 3 4+16.01 113630.0261 193682.7051 29 3 4+89.36 113701.9636 193696.5296 102 3 +37.23 113450.8319 193557.8224 103 3 +39.78 113449.8473 193560.1762 104 3 +84.21 113442.7317 193603.6269 N O O N09055' 58.59"W 0.02' 6 O SHOULDER (TYP.) ' �_ ' r01 O I n O / � O - - --- ---- - -- � -- r� STA. 302+50 REQ' D SIDEWALK TRAIL FENCE TO BE SET DRAIN (1 -EACH) (GRADE AT INLET ON RAILROAD R.O.W. j AND OUTLET FOR POSITIVE DRAINAGE) C-12 CURVE DATA + DELTA = 26°03' 53.66" RADIUS = 500.00' LENGTH = 227.46' C TANGENT = 115.73' STA. 301 +00 REQ' D 18"X30.0' RCP (PLACE 18" RCES AT EACH END) (GRADE AT INLET & OUTLET FOR POSITIVE DRAINAGE) (LINE "A") * SEE SHEETS LP-1 & LP-2 FOR FURTHER DETAILS. -- -BNSF FAUROA-D - -- -- DRAINAGE FOR THIS SHEET -STORM WATERS WILL SHEET FLOW OVER THE TRAIL AND WILL PASS TOWARDS A HISTORIC LOW POINT -NO CONCENTRATION OF FLOWS WILL OCCUR -NO LOW SPOTS ARE APPARANT THAT WILL CAUSE PONDING DUE TO THE TRAIL -THE TRAIL WILL NOT SIGNIFICANTLY IMPACT THE FOOTHILLS BASIN EROSION CONTROL FOR THIS SHEET -DISTURBED AREAS NOT PAVED OR PART OF THE TRAIL SHOULDER SHALL BE CONTOUR FURROWED, MULCHED AND SEEDED N 1 6°07' 55.07"E 10.11' STA. 304+11.57, 8' RT. TRAIL FENCE TO BE SET AT EDGE OF SHOULDER EGEND PEDESTRIAN LIGHT - TO BE INSTALLED BY CITY LIGHT & POWER TOP OF CUT TOE OF FILL SILT FENCE TRAIL FENCE EXISTING WETLANDS TEMPORARY WETLANDS TAKE PERMANENT WETLANDS TAKE CONCRETE PAVEMENT AGGREGATE BASE z U Q N05037' 27.84"E 21.42' 01 COLT ELSBURG r & ULLEVIG Computer File Informati n 0 0 0 Index of Revisions CITY oP PORT COLLINS _--- - i � � -F - f ' - - - City of Fort Collins Y As Constructed MASON STREET/HARMONY ROAD/ SPRING CREEK BIKE/PEDESTRIAN TRAIL PLAN SHEET Project No./Code Creation Date: 01-08-04 Initials: Jww No Revisions: Last Modification Date: 04-27-04 Initials: JMH Full Path: I:\02181\Acad\Final Trail Design\Harmon North\Sheet Revised: Designer: MRH Drawing File Name: R02181 OLN12.dwg Detailer: JWW Void: Sheet Number 43 Acad Ver. 2000i Scale: Units: ENGLISH Sheet Subset: ROADWAY Subset Sheets: PL-12 of 29 C1 - 297 I 2E 11 J L Z � r SCALE: 1 .0 00 O I 0 o C-14 CURVE DATA DELTA = 04°33' 23.84" RADIUS = 1000.00' LENGTH = 79.53' TANGENT = 39.79' Cn Ln CD REQ' D SILT - PERMANENT FENCE (150 LF) EASEMENT TEMPORARY Q (Ty EASEMENT (TYP.)f--- (n 7n i - 1'- 1 - - L- TRAIL FENCE TO BE SET AT EDGE OF SHOULDER �- N05037' 27.84"E 21.42' POINT TABLE STA. 306+97.14, 10' LT. BEGIN 2' SHOULDER REMOVE EXISTING CONCRETE SIDEWALK AND WARP TO MATCH TRAIL- STA, 306+79.73, 9.46' LT. 'i END 2' SHOULDER- W SLOPE EASEMENT o J (TYP,IHORIZONTAL CONTROL LINE N01 °04' 04.00"E 1 19.20' POINT STATION NORTHERLY EASTERLY 30 305+10.78 113723.2785 193698.6288 31 305+90.31 113802.6501 193703.2694 32 307+09.51 113921.8304 193705.4907 33 307+67.30 113979.3528 193701.0137 34 308+07.53 114018.9786 193694.0491 35 308+65.30 114076.4836 193689.5718 105 40+08.46 114000.8385 193608.0159 106 40+29.39 114004.7356 193628.5678 R=15'- R=8' C-15 CURVE DATA 4rO+oo DELTA = 11'02' 10.48" 105 RADIUS = 300.00' LENGTH = 57.79' R=2' TANGENT = 28.98' L O \N\� `� N 40+00.00 pog_1I STA. 40+08.46 -MATCH EXISTING TRAIL R= 15' N79°15' 45.97"E N20.93' 40+Zg .3g, � pCSTA• Lo \ 0 RAILROAD CA O R.O.W. O 0-) 34 Cry U 0-T5-B 6 48'W 40.23' _�-- 5038- - --- - --- 33 + O 00 + EDGE OF PAVEMENT 0 TOE OF FILL O I� STA. 307+ 10- REQ' D SIDEWALK DRAIN (1 - EACH) (GRADE AT INLET & OUTLET FOR POSITIVE DRAINAGE) DRAINAGE FOR THIS SHEET -STORM WATERS WILL SHEET FLOW OVER THE TRAIL AND WILL PASS AWAY FROM THE DITCH -NO CONCENTRATION OF FLOWS WILL OCCUR -NO LOW SPOTS ARE APPARANT THAT WILL CAUSE PONDING DUE TO THE TRAIL -THE TRAIL WILL NOT SIGNIFICANTLY IMPACT THE FOOTHILLS BASIN C-51 Q \ R=70' CIO N� M�RG�R NEB STA. 208+22.71 , 11.02 END 2' SHOULDER C-51 CURVE DATA DELTA = 78*1 1 ' 53.88" RADIUS = 75.00' LENGTH = 102.36' TANGENT = 60.95' MASON STREET TRAIL STA. 308+65.84 STA. 41 +31.75 LT. STA. 308+46.60, 9.11 ' LT. 2' SHOULDER BEGIN 2' SHOULDER (TYP.) N, -0tr S-- R=5' N01 °03' 52.09"E Cj� 1 199.35' - - zO �� � 3 5 O J �' + 11 QD TOP OF CUT 1 Oa r ) O Cry � O 00 O1 U7 V � Cry C-16 CURVE DATA DELTA = 1 1.01 ' 58.56" RADIUS = 300.00' LENGTH = 57.77' TANGENT = 28.97' EROSION CONTROL FOR THIS SHEET -SILT FENCE SHALL BE PLACED ALONG THE LOWER SIDE OF THE TRAIL TO PROTECT THE DITCH AS SHOWN ON THE PLAN -DISTURBED AREAS NOT PAVED OR PART OF THE TRAIL SHOULDER SHALL BE CONTOUR FURROWED, MULCHED AND SEEDED LEGEND EXISTING WETLANDS PEDESTRIAN LIGHT - TO INSTALLED BY TEMPORARY CITY LIGHT & POWER WETLANDS TAKE - - - - - TOP OF CUT PERMANENT WETLANDS TAKE TOE OF FILL CONCRETE -j-j-j- SILT FENCE PAVEMENT i� TRAIL FENCE AGGREGATE BASE PFELSBURG rl HOLT & ULLEVIG Computer File Information � Index of Revisions CITY OF FORT COLLINS - H r _ �_ - �F t `- City of Fort Collins As Constructed MASON STREET/HARMONY ROAD/ SPRING CREEK BIKE/PEDESTRIAN TRAIL PLAN SHEET Project No./Code Creation Date: 01-08-04 Initials: JWW No Revisions: Last Modification Date: 04-27-04 Initials: JMH Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Revised: Designer: MRH Drawing File Name: R02181 PLN 1 3.dwg Detailer: JWW Void: Sheet Number 44 Acad Ver. 2000i Scale: Units: ENGLISH Sheet Subset: ROADWAY Subset Sheets: PL-13 of 29 C1 - 297 O� !V I W I N Q 020 T# SCALE: 1 ,0 -JIUKM WAILICJ WILL JI-1LL1 rLUW UVLK Ir7L [MAIL —NO CONCENTRATION OF FLOWS WILL OCCUR —NO LOW SPOTS ARE APPARANT THAT WILL CAUSE PONDING DUE TO THE TRAIL —THE TRAIL WILL NOT SIGNIFICANTLY IMPACT THE FOOTHILLS BASIN EROSION CONTROL FOR THIS SHEET —DISTURBED AREAS NOT PAVED OR PART OF THE TRAIL SHOULDER SHALL BE CONTOUR FURROWED, MULCHED AND SEEDED Computer File Information Creation Date: 01 —08-04 Initials: JWW Last Modification Date: 04-27-04 Initials: JMH Full Path: I:\02181\Acad\Final Trail Design\HormonyNorth\Sheet Drawing File Name: R02181 PLN14.dwg Acad Ver. 20001 Scale: Units: ENGLISH Index of Revisions City of Fort Collins CITY OF FORT COLLINS -I- - F iI- As Constructed No Revisions: Revised: me ----- TOP OF CUT f I W L I WETLANDS TOE OF FILL TAKE CONCRETE —f —j—f — SILT FENCE PAVEMENT TRAIL FENCE AGGREGATE BASE MASON STREET/HARMONY ROAD SPRING CREEK BIKE/PEDESTRIA TRAIL PLAN SHEET Designer: M RH 0 0 Ln N, Q PELSBURG rVOLT& ULLEVIG Project No./Code Detailer: JWW Sheet Subset: ROADWAY Subset Sheets: PL-14 of 29 Sheet Number 45 G1 - 227' : H A REMOVE 2 - 24" 1 R E E Sj v� - - - 503t-,-- LLJ_ - _ z `— 1 + TRAIL FENCE TO BE SET J TOE OF FILL i AT EDGE OF SHOULDER U w wl Q U) ADJUST MANHOLE (CFC z SANITARY SEWER) Q STA. 315+02, RT. REQ' D 18"X7.5' RCP AND 18" 00 RCES (CONNECT TO _ EXISTING 18" RCP AT w DETENTION POND OUTLET) GRADE AS REQUIRED TO �I PROVIDE POSITIVE DRAINAGE AWAY FROM RCES. z � r � 0 40 SCALE: 1 .0 L(200 ' D SILT FENCE LF) 2' SHOULDER (TYP.)GRADE EXISTING GRAVEL TRAIL O TO MATCH MASON TRAIL W— — — 5037- -50 6— — -- -- — — — — — � 0 NO1'03' 52.09"E Q 1 199.35' (Q -- r, 5036 = O EDGE OF PAVEMENT RAILROAD R.O.W. MCCLELLAND ROAD DRAINAGEi FOR THIS SHEET -STORM WATERS WILL SHEET FLOW OVER THE TRAIL AND WILL PASS TOWARDS THE RAILROAD R.O.W. -NO CONCENTRATION OF FLOWS WILL OCCUR -NO LOW SPOTS ARE APPARANT THAT WILL CAUSE PONDING DUE TO THE TRAIL -THE TRAIL WILL NOT SIGNIFICANTLY IMPACT THE FOOTHILLS BASIN EROSION CONTROL FOR THIS SHEET -SILT FENCE SHALL BE PLACED ALONG THE TOE OF FILL TO PROTECT THE DETENTION AREA AS SHOWN ON THE PLAN -DISTURBED AREAS NOT PAVED OR PART OF THE TRAIL SHOULDER SHALL BE CONTOUR FURROWED, MULCHED AND SEEDED WE NSF RAILROAD — HORIZONTAL CONTROL LINE LEGEND -- PEDESTRIAN LIGHT - TO BE INSTALLED BY CITY LIGHT & POWER €XlSTING - - - WETLANDS TEMPORARY WETLANDS TAKE - " - - - TOP OF CUT PERMANENT WETLANDS TAKE TOE OF FILL CONCRETE j-j-j- SILT FENCE PAVEMENT TRAIL FENCE AGGREGATE BASE Lj J U Q FELSBURG 0"Ap 1HOLT & ULLEVIG Computer File Information C= Index of Revisions CITY OF FORT COLLINS - � i F F f - F City of Fort Collins As Constructed MASON STREET/HARMONY ROAD/ SPRING CREEK BIKE/PEDESTRIAN TRAIL PLAN SHEET Project No./Code Creation Date: 01-08-04 Initials: JWW No Revisions: Last Modification Date: 04-27-04 Initials: JMH Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Revised: Designer: MRH Drawing File Name: R02181 PLN 15.dwg Detailer: JWW Void: Sheet Number 46 Acad Ver. 20001 Scale: Units: ENGLISH Sheet Subset: ROADWAY Subset Sheets: PL-15 of 29 C1 - 297 I v ti c ILI SCALE: 1 .• DETENTION POND C-17 CURVE DATA DELTA = 15'45' 06.99" RADIUS = 200.00' O LENGTH = 54.99' O PROTECT 18" RCP TANGENT = 27.67' LJ TOE OF FILL N ^ U N oQ � 36 �� - -- - SOS ------_— C —17 3 7 • _ _ _ _ _ _ _ _ - N01°03'52.09"E _ T = wO (01 199.35' LL LO z co O -18 CURVE DATA DELTA = 15'20' 29.37" RADIUS = 150.00' L NGTH = 40.1 6' TA GENT = 20.20' HORIZ NTAL CONTROL LINE O 0-) � O 0) + N Q � c a C-18 � 11 � + ' + N U oN ' 0 Q 39 EDGE OF PAVEMENT + N 16048' 59.08"E N GRADE SWALE TO 31.14' SIDEWALK DRAIN a 2' SHOULDER (TYP.) TRAIL FENCE TO BE SET AT EDGE OF SHOULDER POINT TAB POINT STATION NORTHERLY EASTERLY 36 320+64.64 115275.6238 193711.8526 37 321+19.63 115329.7695 193720.3708 38 321 +50.77 115359.5763 193729.3793 39 321 +90.93 1 1 5399.1 1 1 3 193735.7441 40 322+15.91 115424.0843 193736.3871 63 322+62.82 115463.8680 1 193757.8538 64 322+71.70 115468.9337 193765.1496 65 323+18.31 115508.4154 193786.6077 Computer File Information Creation Date: 01 —08-04 Initials: JWW 0 Last Modification Date: 04-27-04 Initials: JMH 0 Full Path: 1:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Drawing File Name: R021 81 PLN 1 6.dwg Acad Ver. 2000i Scale: Units: ENGLISH -NO1028' 29.72"E 24.98' STA. 322+ 10- REQ' D SIDEWALK DRAIN 1 - EACH) GRADE AT INLET & OUTLET FOR POSITIVE DRAINAGE) M Ln + N C-26 CURVE DATA N DELTA = 53'45' 05.58" RADIUS = 50.00' Q LENGTH = 46.91 ' TANGENT = 25.34' t) 40 8 85813' 35.30"E 1� C-26 �G BNSF RAILROAD 64 C 00 + C-27 CURVE DATA DELTA = 53`24' 19.40" RADIUS = 50.00' LENGTH = 46.61' TANGENT = 25.15' J I— n STA. 323+40- REQ' D SIDEWALK DRAIN 1 - EACH) GRADE AT INLET & OUTLET FOR POSITIVE DRAINAGE) MCCLELLAND ROAD DRAINAGE FOR THIS SHEET -STORM WATERS WILL SHEET FLOW OVER THE TRAIL AND WILL PASS TOWARDS THE RAILROAD R.O.W. -NO CONCENTRATION OF FLOWS WILL OCCUR DUE TO THE TRAIL -NO LOW SPOTS ARE APPARANT THAT WILL CAUSE PONDING DUE TO THE TRAIL EXCEPT NEAR SIDE WALK DRAINS -THE TRAIL WILL NOT SIGNIFICANTLY IMPACT THE FOOTHILLS BASIN EROSION CONTROL FOR THIS SHEET -DISTURBED AREAS NOT PAVED OR PART OF THE TRAIL SHOULDER SHALL BE CONTOUR FURROWED, MULCHED AND SEEDED Index of Revisions City of Fort Collins CITY OF FORT COLLINS As Constructed No Revisions: Revised: Void: —1-1 FOOTHILLS ASSEMBLY OF GOD CHURCH RAILROAD R.O.W. CHURCH EASEMENT EDGE OF PARKING LOT TOP OF CUT NO1'49' E __ 331.66' O + o N 0 1_0 Q LEGEND F_XtST1NG WETLANDS PEDESTRIAN LIGHT - TO INSTALLED BY TEMPORARY CITY LIGHT & POWER WETLANDS TAKE TOP OF CUT PERMANENT WETLANDS TAKE TOE OF FILL CONCRETE f— SILT FENCE PAVEMENT TRAIL FENCE AGGREGATE BASE MASON STREET/HARMONY ROAD/ SPRING CREEK BIKE/PEDESTRIAN TRAIL PLAN SHEET Designer: MRH Detailer: JWW PFELSBURG �IHOLT & ULLEVIG Project No./Code Sheet Subset: ROADWAY Subset Sheets: PL-1 6 of 291 Sheet Number 471 C1 - 297 O► N i r ci J L z � r 0 20 40 SCALE: 1 "=40' z _J U Q FOOTHILLS ASSEMBLY OF GOD CHURCH RAILROAD R.O.W. I i I II i I i II STA. 326+49.96 END BIKE/PED. TRAIL SECTION 2 MATCH EXISTING SIDEWALK EDGE OF PARKING LOT 2' SHOULDER (TYP.) TOP OF CUT CHURCH j �EASEMENI' - r NO1'49' 15.90"E 331.66' o 0 TRAIL FENCE TO BE SET+ o I AT EDGE OF SHOULDERCD TOE EDGE OF PAVEMENT N OF _ NO FILL _ BNSF RAILROAD - - - STA. 326+45.31, 6' LT. & RT. - END 2' SHOULDER, BEGIN FLARE FOR CONCRETE BIKEWAY TO MATCH SIDEWALK AT 450 ANGLE. 8' RT. - END TRAIL FENCE. REO' D STABILIZED CONSTRUCTION ENTRANCE (1 EACH) t 00 X w U O O rd INSTALL ENHANCED CROSSWALK AND CURB RAMPS (SEE SHEET PD-02 FOR SWALLOW CROSSING PLAN) ►I ctLn � I I � + + O O O d' d- Q Q 2 00 J n - LLJ -- — — - �n�.�Li _ _- - 00 o _ + U) O LLJ Ta- U) SEE SHEET PL-18 FOR TRAIL INFORMATION a_STA. 400+00 TO STA. 405+00 - - -_ -- 00 _------------ - - - --- ---- X w I Ui w U - MCCLELLAND ROAD DRAINAGE FOR THIS SHEET -STORM WATERS WILL SHEET FLOW OVER THE TRAIL AND WILL PASS TOWARDS THE RAILROAD R.O.W. -NO CONCENTRATION OF FLOWS WILL OCCUR -NO LOW SPOTS ARE APPARANT THAT WILL CAUSE PONDING DUE TO THE TRAIL POINT TABLE -THE TRAIL WILL NOT SIGNIFICANTLY IMPACT THE FOOTHILLS OR SPRING CREEK BASINS POINT STATION NORTHERLY EASTERLY 66 326+49.96 115839.9039 193797.1472 EROSION CONTROL FOR THIS SHEET -DISTURBED AREAS NOT PAVED OR PART OF THE TRAIL SHOULDER SHALL BE CONTOUR FURROWED, MULCHED AND SEEDED LEGEND Q EXISTING WETLANDS PEDESTRIAN LIGHT - TO INSTALLED BY TEMPORARY CITY LIGHT & POWER WETLANDS TAKE — — — — — TOP OF CUT PERMANENT WETLANDS TAKE TOE OF FILL CONCRETE —j—j—j- SILT FENCE PAVEMENT �f TRAIL FENCE AGGREGATE BASE PFELSBURG rIHOLT & ULLEVIG Computer File Information O 0 O Index of Revisions CITY OF FORT COLLINS - - - -- ! City of Fort Collins As Constructed MASON STREET/HARMONY ROAD/ SPRING CREEK BIKE/PEDESTRIAN TRAIL PLAN SHEET Project No./Code Creation Date: 01-08-04 Initials: JWW No Revisions: Last Modification Date: 04-27-04 Initials: JMH Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Revised: Designer: MRH Drawing File Name: R02181 PLN 1 7.dwg Detailer: JWW Void: Sheet Number 48 Acad Ver. 2000i Scale: Units: ENGLISH Sheet Subset: ROADWAY Subset Sheets: PL-17 of 29 c1 - 297 SUMMARY OF APPROXIMATE QUANTITIES O%6 N i e— U x INDEX BIKE/PED. TRAIL STRUCTURES PROJECT TOTAL ITEM CONTRACT ITEM UNIT BOOK PAGE SHEET NO. PLAN AS CONST. PLAN AS CONST. PLAN AS CONST, 250 HEALTH AND SAFETY OFFICER HR 24 24 304 AGGREGATE BASE COURSE CLASS 6 TON 1,716 1,716 403 HOT BITUMINOUS PAVEMENT (PATCHING) (ASPHALT) TON 357 357 412 CONCRETE PAVEMENT 10 INCH SY 161 161 420 GEOTEXTILE (EROSION CONTROL) (CLASS A) SY 92 92 420 GEOTEXTILE EROSION CONTROL CLASS B SY 9.3 9.3 506 RIPRAP (SPECIAL) CY 36 36 506 RIPRAP 12 INCH CY 2.7 2.7 514 PEDESTRIAN RAILING (STEEL) LF 167 167 601 CONCRETE CLASS D BOX CULVERT CY 79 79 601 CONCRETE CLASS D (BRIDGE) CY 104 104 601 STRUCTURAL CONCRETE COATING SY 107 107 602 REINFORCING STEEL LB 27,003 27,003 603 18 INCH REINFORCED CONCRETE PIPE LF 246.5 246.5 603 18 INCH REINFORCED CONCRETE END SECTION EA 6 6 603 12 INCH CORRUGATED STEEL PIPE 112 LF 14 14 603 INCH STEEL END SECTION EA 1 1 604 INLET TYPE 16 5 FOOT EA 2 2 604 CURB INLET 4' OPENING (5 FOOT) EA 1 1 604 MANHOLE SLAB BASE 5 FOOT EA 1 1 607 FENCE (PLASTIC) LF 220 220 607 FENCE COMBINATION WITH TREATED WOOD POST LF 11,178 11,178 608 CONCRETE CURB RAMP SY 250 250 608 CONCRETE BIKEWAY 6 INCH SY 18,560 18,560 608 CONCRETE BIKEWAY (COLORED) (6 INCH) SY 52 52 608 SIDEWALK DRAIN EA 6 6 609 VERTICAL CURB AND GUTTER (1' GUTTER) LF 69 69 609 VERTICAL CURB AND GUTTER 2' GUTTER LF 3,132 3,132 609 DRIVE —OVER CURB AND GUTTER LF 282 282 610 MEDIAN COVER MATERIAL (CONCRETE) SF 56 56 520 SANITARY FACILITY EA 1 1 622 BENCH EA 1 1 622 TRASH RECEPTACLE EA 1 1 626 MOBILIZATION LS 1 1 628 BRIDGE GIRDER AND DECK UNIT 27'-8" EA 1 1 628 BRIDGE GIRDER AND DECK UNIT (42'-0") EA 1 1 628 BRIDGE GIRDER AND DECK UNIT (50'-0") EA 1 1 630 TRAFFIC CONTROL LS 1 1 FORCE ACCOUNT ITEMS 700 F/A MINOR CONTRACT REVISIONS FA 1 1 700 F/A EROSION CONTROL FA 1 1 700 F/A RAILROAD FLAGGING FA 1 1 NAFELSBURG IHOLT & ULLEVIG Computer File Information � 0 O Index of Revisions CITY of FORT COLLINS i i i � - — — 6iil-- City of Fort Collins As Constructed MASON STREET/HARMONY ROAD/ SPRING CREEK BIKE/PEDESTRIAN SUMMARY OF APPROXIMATE QUANTITIES Project No./Code Creation Date: 01-08-04 Initials: JMH No Revisions: Last Modification Date: 10-25-04 Initials: WJM Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Revised: Designer: MRH Drawing File Name: M02181SAQ01.dwg Detailer: JMH Void: Sheet Number) Acad Ver. 20001 Scale: Units: ENGLISH Sheet Subset: MISC Subset Sheets: SQ-2 of 2 C1 - 2 97 ti N RINGNECK DR. I I I Ir i r) � I III I J Q ADJUST '- TRAFFIC — VAU LT J I STA. 400+ 15.24 BEGIN`BIKE/PED. TRAIL (SECTION 3) LLJ MATCHI EXISTING LLJ --- ',SIDEWALK Cn LLJ W O U) O INSTALL ENHANCED CROSS —WALK + AND CURB RAMOS (SEE SHEET O PD-02 FOR SWALLOW CROSSING O PLAN) - -- -- STA. 400+ 18. b 7 PT BEGIN 2' SHOULDER. BEGIN = PROTECT EXISTING FLARE FOR CONCRETE RAILROAD STRUCTURE BIKEWAY TO MATCH SIDEWALK AT 45 ° ANGLE. STA. 400+45, 10.46' RT. --/ BEGIN TRAIL FENCE - I I C-20 CURVE DATA DELTA = 03°48' 41 .20" RADIUS = 400.00' LENGTH = 26.61 ' TANGENT 'I = 13.31 ' d- I STA. 400+18.35, 5' LT. BEGIN 1 ' SHOULDER. r- BEING FLARE FOR � CONCRETE BIKEWAY TO + + MATCH SIDEWALK AT 300 0 ANGLE. 0 0 NO2° 19' 29.95"E PROTECT ELECTRIC VAULT 24.73' 1 ' SHOULDER RAILROAD R.O.W. N05°53' 38.56'E Q w EDGE OF PAVEMENT HORIZONTAL CONTROL LINE VAULT ELECTRIC 26.26' C� - (n I � L Z—C l - - U U_J - - - - - - _ - - --- — - -- - J0,9- NO2'04' S7 36"E 41 00- Co 42 43 44 0 2' SHOULDER Q0 + r- TOE OF FILL O O O Q Q F- U� L7 a_ CL C-19 CURVE DATA DELTA = 03°34' 08.61 " RADIUS = 400.00' LENGTH = 24.92' TANGENT = 12.46' , 'I I I POINT TABLE POINT STATION NORTHERLY EASTERLY 41 400+ 15.24 115912.3369 193798.2447 42 400+39.97 115937.0420 193799.2477 43 400+64.88 115961.8907 193801.0331 44 400+91.14 115988.0116 193803.7296 45 401 + 17.75 116014.5512 193805.5800 Computer File Information Creation Date: 01 —08-04 Initials: JWW Last Modification Date: 04-27-04 Initials: JMH 0 Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Drawing File Name: R02181 PLN18.dwg Acad Ver. 2000i Scale: Units: ENGLISH 0 TRAIL FENCE TO BE SET AT EDGE OF SHOULDER BNSF RAILROAD LARIMER COUNTY CANAL NO. 2 MCCLELLAND ROAD 1412.89' STA. 403+00— REQ' D SIDEWALK DRAIN O O (1—EACH) (GRADE AT INLET AND O + OUTLET FOR POSITIVE DRAINAGE) + O O DRAINAGE FOR THIS SHEET —STORM WATERS WILL SHEET FLOW OVER THE TRAIL AND WILL PASS TOWARDS THE RAILROAD R.O.W. —NO CONCENTRATION OF FLOWS WILL OCCUR DUE TO THE TRAIL —A 1.7 ACRE AREA PONDS AT STA. 402+50 RT. NO OUTLET IS AVAILABLE AND THE PATH WILL PERIODICALLY FLOOD OVER —THE TRAIL WILL NOT SIGNIFICANTLY IMPACT THE SPRING CREEK BASIN EROSION CONTROL FOR THIS SHEET —DISTURBED AREAS NOT PAVED OR PART OF THE TRAIL SHOULDER SHALL BE CONTOUR FURROWED, MULCHED AND SEEDED ndex of Revisions City of Fort Collins CITY OF FORT COLLINS LE EXISTING WETLANDS PEDESTRIAN LIGHT - TO BE INSTALLED BY TEMPORARY CITY LIGHT & POWER WETLANDS TAKE — — — — — TOP OF CUT PERMANENT WETLANDS TAKE TOE OF FILL CONCRETE -j—j—j- SILT FENCE PAVEMENT ice— TRAIL FENCE AGGREGATE BASE As Constructed MASON STREET/HARMONY ROAD SPRING CREEK BIKE/PEDESTRIA No Revisions: TRAIL PLAN SHEET Revised: Designer: MRH Detailer: JWW INFELSBURG rIHOLT & ULLEVIG Project No./Code Void: Sheet Subset: ROADWAY Subset Sheets: PL-18 of 291 Sheet Number 4� C1 ' 297 V Q W z U Q 0 40 SCALE: 1 ,0 U f\HI I VFIVL I L/I\ II IIJ JI lLLI —STORM WATERS WILL SHEET FLOW OVER THE TRAIL AND WILL PASS TOWARDS THE RAILROAD R.O.W. —NO CONCENTRATION OF FLOWS WILL OCCUR —NO LOW SPOTS ARE APPARANT THAT WILL CAUSE PONDING DUE TO THE TRAIL. AREAS ADJACENT TO THE TRAIL WILL DRAIN NORTH FROM STATION 406+5Q> —THE TRAIL WILL NOT SIGNIFICANTLY IMPACT THE SPRING CREEK BASIN EROSION CONTROL FOR THIS SHEET —DISTURBED AREAS NOT PAVED OR PART OF THE TRAIL SHOULDER SHALL BE CONTOUR FURROWED, MULCHED AND SEEDED 1-1-1— TOP OF CUT TOE OF FILL SILT FENCE TRAIL FENCE H C7 Q Cn S RY S NT WETLANDS TAKE CONCRETE PAVEMENT AGGREGATE BASE INFELSBURG rIHOLT & ULLEVIG Computer File Information O O Index of Revisions CITY OF FORT COLLINS _ i F _F - -F = - - City of Fort Collins As Constructed MASON STREET/HARMONY ROAD/ SPRING CREEK BIKE/PEDESTRIAN TRAIL PLAN SHEET Project No./Code Creation Date: 01-08-04 Initials: JWW No Revisions: Last Modification Date: 02-27-04 Initials: JMH Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Revised: Designer: MRH Drawing File Name: R02181 PLN 19.dwg Detailer: JWW Void: Sheet Number 50 Acad Ver. 2000i Scale: Units: ENGLISH Sheet Subset: ROADWAY Subset Sheets: PL-19 of 29 ei - 297 O O O u J L Z r • • 4ri SCALE:• DRAINAGE FOR THIS SHEET —STORM WATERS WILL SHEET FLOW OVER THE TRAIL AND WILL PASS TOWARDS THE RAILROAD R.O.W. —NO CONCENTRATION OF FLOWS WILL OCCUR —NO LOW SPOTS ARE APPARANT THAT WILL CAUSE PONDING DUE TO THE TRAIL —THE TRAIL WILL NOT SIGNIFICANTLY IMPACT THE SPRING CREEK BASIN EROSION CONTROL FOR THIS SHEET —DISTURBED AREAS NOT PAVED OR PART OF THE TRAIL SHOULDER SHALL BE CONTOUR FURROWED, MULCHED AND SEEDED TAKE — — — — — TOP OF CUT PERMANENT WETLANDS TAKE TOE OF FILL CONCRETE —j—j—j— SILT FENCE PAVEMENT 01 TRAIL FENCE AGGREGATE BASE FELSBURG HOLT & ULLEVIG Computer File Information O 0 O Index of Revisions CITY OF FORT COLLINS _ - — - - -- City of Fort Collins As Constructed MASON STREET/HARMONY ROAD/ SPRING CREEK BIKE/PEDESTRIAN TRAIL PLAN SHEET Project No./Code Creation Date: 01-08-04 Initials: JWW No Revisions: Last Modification Date: 04-27-04 Initials: JMH Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Revised: Designer: MRH Drawing File Name: R021 81 PLN20.dwg Detailer: JWW Void: Sheet Number) 1 Acad Ver. 2000i Scale: Units: ENGLISH Sheet Subset: ROADWAY Subset Sheets: PL-20 of 29 Cl - 297 N N I 0O Ln OR Cn Q0 u Q HE NO2'04' 57.36" - W 1412.89.'- 7r - - = TRAIL FENCE o U TO BE SET AT EDGE OF Q--SHOULDER. -- - WE REDWING ROAD HORIZONTAL CONTROL LINE 1' SHOULDER N01°44' 04.89"E 139.65' Q w J_ Q of w� o- Uo zw ou U 0 w O CL �w �10 O LLJoOQ + o w w (N X z o �ch oo� N Q Q z�D F- �0_o Un wQ= 0] F- (n i - J Fr O O 20' GATE, INCLUDED IN COST 2' SHOULDER +. OF TRAIL FENCE. SEE c9 PEDESTRIAN BRIDGE 4 DRAWINGS FOR DETAILS. STA._416+93.58, 7' RT.� END TRAIL FENCE. O�- �X� J `v Cn CITY OWNED R.O.W.—/ w � 6) U� J ~ J� woo O lJ� ~�wO o_ c w 0 REQ' D SILT FENCE N WON RAILROAD R.O.W. 50 LFof 0 IN STA. 417+44.40 N w zo wo z w HORIZONTAL CONTROL LINE MATCH TRAIL TO z � v w Nt END OF STRUCTURE QcDa- oD ch U im PEDESTRIAN \ BRIDGESE STRUCTURE P J_ c~i�mQ�c=i�� - o aQ N01°23 12.34 El LIJ 717.68' 3 - - T- - -5032- - - - -- - _ __ ----- - — ! - 5031---- O EDGE OF O TOE OF FILL + PAVEMENT + 00 Q N S F RAI I ROAD— STA. 417+43.58, 7' RT. STA. 417+00.05 BEGIN TRAIL FENCE SEE MATCH TRAIL TO SHEET FD-01 FOR BRIDGE END OF STRUCTURE EXISTING RAILROAD BRIDGE RAIL/FENCE DETAILS. REQ' D SILT FENCE (50 LF) MCCLELLAND ROAD DRAINAGE FOR THIS SHEET -STORM WATERS WILL SHEET FLOW OVER THE TRAIL AND WILL PASS TOWARDS THE DITCH OR RAILROAD R.O.W. POINT TABLE -NO CONCENTRATION OF FLOWS WILL OCCUR POINT STATION NORTHERLY EASTERLY -NO LOW SPOTS ARE APPARANT THAT WILL CAUSE FUNDING DUE TO THE TRAIL -THE TRAIL WILL NOT SIGNIFICANTLY IMPACT THE SPRING CREEK BASIN 0 20 40 46 415+30.64 117426.5075 193856.9248 47 416+70.29 117566.0955 193861.1522 EROSION CONTROL FOR THIS SHEET "=40' -SILT FENCE SHALL BE PLACED TO PROTECT THE DITCH AS SHOWN ON THE PLAN SCALE: 1 -DISTURBED AREAS NOT PAVED OR PART OF THE TRAIL SHOULDER SHALL BE CONTOUR FURROWED, MULCHED AND SEEDED Computer File Information Index of Revisions As Constructed Creation Date: 01 -08-04 Initials: JWW CITY OF FORT COLLINS Last Modification Date: 10-18-04 Initials: WJM p r_, I' F No Revisions: 0 6 F F r - - - Revised: Full Path: 1:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Drawing File Name: R02181 PLN21 .dwg 0 City of Fort Collins F -- Acad Ver. 2000i Scale: Units: ENGLISH O Void: LEGEND EXISTING WETLANDS PEDESTRIAN LIGHT - TO INSTALLED BY TEMPORARY CITY LIGHT & POWER WETLANDS TAKE — — — — — TOP OF CUT PERMANENT WETLANDS TAKE TOE OF FILL CONCRETE —j—j—j— SILT FENCE PAVEMENT i� TRAIL FENCE AGGREGATE BASE MASON STREET/HARMONY ROAD/ SPRING CREEK BIKE/PEDESTRIAN TRAIL PLAN SHEET Designer: MRH Detailer: JWW FELSBURG 0, & ULLEVIG Project No./Code Sheet Subset: ROADWAY Subset Sheets: PL-21 of 291 Sheet Number 52 IC1 - 297 EXISTING 6" CURB WITH 2' PAN 7 DETECTABLE WARNING DOME PAVERS a Wj z� D R1 R3� MATCH EXISTING CURB & GUTTER (TYP.) CONCRETE PEDESTRIAN CURBING (TYP.) 6' CONCRETE BIKEWAY CONNECTION R2 REMOVE PORTION OF CURB & GUTTER - INSTALL 6' CONCRETE BIKEWAY CONNECTION AND CURB RAMP PER LCUASS STANDARD DRAWING 1606 AND CURB & GUTTER MODIFIED AS SHOWN SWALLOW ROAD DATA POINTS POINT NORTHERLY EASTERLY ELEVATION (1) DESCRIPTION R1 118152.54 193851.05 5025,73 MATCH EXISTING CURB & GUTTER R2 118164.54 193851.37 5025.64 MATCH EXISTING CURB & GUTTER R3 118158.54 193851.21 5025.69 CENTERLINE OF RAMP AT FLOWLINE R4 118158.34 193858.84 5025.80 END CURB R5 118158.03 193870.49 5025.32 MATCH MASON TRAIL AT STA. 422+62.27, 5' LT. J Ln o- C-21 CURVE DATA o DELTA = 15°47' 51.80" J RADIUS = 95.00' 'n o LENGTH = 26.19' U= TANGENT = 13.18' - - - - -- - --- - -- -- - - - - - 1 ---A - - - - Cnw NCO -+HQ_- - - - - o N w PROTECT EXISTING UTILITIESLj Q CITY OWNED _ awD� REDWING ROAD TOP OF CUT - - - - R.O.W. cn c� c� cn RAILROAD .�.�V: - < - - 1> EDGE OF PAVEMENT - HORIZONTAL CONTROL LINE w w 0 1' SHOULDER o v zQ IL N01°2T 12.34"E - �p 717.68' - z � r i 0 4TJ SCALE: 1 ,0 MASON TRAIL HCL FLR = 1' u-) (TYP.) Ln? I I RedwinaRoa R4 N cp C R51 `-�CENTERLIN OF RAMP O TOE OF FILL + POINT TABLE (1) FIELD ADJUST ELEVATIONS DURING CONSTRUCTION. INSTALL 8" HIGH "TIMES NEW ROMAN" STREET NAME TEXT. SANDBLAST '/s" INTO CONCRETE AND STAIN LITHOCHROME GREY. - INCLUDE IN THE COST OF THE RAMP. + 2' SHOULDER C�J BNSF RAILROAD --- - POINT STATION NORTHERLY EASTERLY 48 423+87.97 118283.5650 193878.5210 49 424+ 14.17 118309.5073 193875.5597 50 424+59.93 118353.8303 193864.1704 51 424+86.23 118379.8836 193861.21 19 52 425+13.77 118407.4076 193861.9104 B1 49 T 4 -- 21�9 'v OI W RE-Q' D STABILIZED - CONSTRUCTION hO T°27' 13.45"E (�f ENTRANCE (1- EACH) -27.54' INSTALL ENHANCED RESET 2 o y CR%SWALK AND J SIGNS _ CUR RAMPS (SEE 12- Q - - r - SHEET PD-+03 FOR Q �2 DRAKE ROAD F- CROSI'SING PLAN)- W L r Li 2J0 N bU2b�� n 5 0 � + O -- B 3 CD O + TRAIL FENCE + STA. 423+82- REQ' D TO BE SET N-) 18"X30.0' RCP, CONNECT AT EDGE OF N TO INLET LT., 18" RCES RT. SHOt LDER -BADE A.; REQUiR€D TO - � PROVIDE POSITIVE -DRAINAGE TO RCES. (LINE "B") REMOVE SHRUBS MCCLELLAND ROAD - - - - -_ - - C - _- F E - - 0 DRAINAGE FOR THIS SHEET -STORM WATERS WILL SHEET FLOW OVER THE TRAIL AND WILL PASS TOWARDS REDWING ROAD -NO CONCENTRATION OF FLOWS WILL OCCUR DUE TO THE TRAIL -AN EXISTING LOW SPOT AT 423+45 RT. WILL BE DRAINED INTO AN ADJACENT INLET IN REDWING ROAD -THE TRAIL WILL NOT SIGNIFICANTLY IMPACT THE SPRING CREEK BASIN EROSION CONTROL FOR THIS SHEET -DISTURBED AREAS NOT PAVED OR PART OF THE TRAIL SHOULDER SHALL BE CONTOUR FURROWED, MULCHED AND SEEDED A N � R=13'- z w Q J I F - + Ll 0 Elf - o H- C9 [L N Liz W01 _j - C-22 CURVE DATA o+ DELTA = 15'51 ' 52.91 " Ln =: RADIUS = 95.00' N- LENGTH = 26.30' Q o 1-� - TANGENT = 1 3.24' u~i w N T I - I LEGEND I� L1 - i w Lli A. 425+ 13.7 ND BIKE/PED. TRAI.W(SECTION 3) ATCH EXISTING SIDE ALK 1 0 EXISTING PEDESTRIAN LIGHT- WETLANDS TO BE INSTALLED BY TEMPORARY CITY LIGHT & POWER WETLANDS TAKE - - - - - TOP OF CUT PERMANENT WETLANDS TAKE TOE OF FILL CONCRETE -f -j-f - SILT FENCE PAVEMENT ��- TRAIL FENCE AGGREGATE BASE PFELSBURG rIHOLT & ULLEVIG Computer File Information Index of Revisions _ As Constructed MASON STREET/HARMONY ROAD/ Project No./Code Creation Date: 01-08-04 Initials: JWW C= SPRING CREEK BIKE/PEDESTRIAN Last Modification Date: 04-29-04 Initials: JMH CITY OF FORT COLLINS 1 � -FE -1 E_ --r- . I, No Revisions: TRAIL PLAN SHEET Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet 0 r F L I F _ - 6 Revised: Desi ner: g MRH Drawing File Name: R02181 PLN22.dwg - City of Fort Collins Detailer: JWW Acad Ver. 20001 Scale: Units: ENGLISH [Vold: Sheet Subset: ROADWAY Subset Sheets: PL-22 of 29 Sheet Number 53 G1 29 I w I I I I I �I DRAKE SUBSTATION i I Q O ry - W I Q Iz 0 �I INSTALL ENHANCED h CROSS WALK ND — - - — - — - -- - CURS RAMPS (SEE J SHEET PD-03 FOR F DRAKE-- ROAD- - - T + 1 — — - - - - - C-ROSSINO -PLAN) — 0 RAILROAD R.O.W. C-23 CURVE DATA � TEMPORARY ELTA = 92*59' 59.77" (A EASEMENT (TYP.) R DIUS = 20.00' N LE GTH = 32.46' - - - - - - - - -- - - - - - - - CL N - TTANGENT = 21.08' r - O - - — PERMANENT -- - 53 501 +00 EASEMENT (TYP.) CFC EX. 24" WATER MAIN ,, —- NO3° 3�.42"E 137.09' w W - = N (n u W L� w ilk w II ' I I I, I° I y 1,500+348 62 STA ')0 09.00 BEG[ BIKE PED. TRAIL O (SECTION 4) + 6 MATCH USTING CURB -- AND U- ER 0- LC) f W W U) z. cn I 00 N X I W w', v U v U �— JI z � r � 0 20 Z# SCALE: 1 ,0 POINT TABLE / - REMOVE OfW SIGN o z 0 0 E 0m--' + :;if NN Z- c� � umm - 9zos PROTECT EXISTING RAILROAD STRUCTURE POINT STATION NORTHERLY EASTERLY 53 500+66.54 118527.0842 193861.9359 54 502+08.97 118669.2538 193870.5694 55 503+47.31 118807.4821 193875.7793 61 500+09.00 1 118505.6646 193906.8093 62 1 500+34.08 1 118505.8726 193881.7333 TRAIL FENCE BNSF RAILROAD 00 O + Q- O C-24 CURVE DATA + L0 DELTA = 02'37' 59.86" � RADIUS = 3010.00' LENGTH = 138.34' Ln TANGENT = 69.18' Q CFC EX. 8" SAN. SEWER -HORIZONTAL CC0 TRUITNE F -- - 502+00 54 BAY FARM ROAD — -5,03+00 - -- Q I REMOVE FENCE CLEAN CULVERT VERTICAL CURB & GUTTER - Al �3 - - - X N w - 5_0_4+ Q 0 N00°50' 30.45"E 419.80' C1 C2 LLr w C3 STA. 503+90, RT. o- 2' SHOULDER EDGE OF PAVEMENT LO U _j REQ' D 12" X 14.0' Z Q CMP EXTENSION AND oU 12" STEEL END SECTION, GRADE FOR - POSITIVE DRAINAGE - - LINE „C" DRAINAGE FOR THIS SHEET -STORM WATERS WILL SHEET FLOW OVER THE TRAIL AND WILL PASS TOWARDS THE NEW CURB & GUTTER ALONG BAY FARM R -CONCENTRATION OF FLOWS WILL OCCUR AT GUTTER, CULVERT AND INLET -BAY FARM ROAD CAN PASS THE MINOR AND MAJOR STORMS PER CURRENT CITY CRITERIA -NO LOW SPOTS ARE APPARANT THAT WILL CAUSE PONDING DUE TO THE TRAIL EXCEPT AT THE INLET AND CULVERT -THE TRAIL WILL NOT SIGNIFICANTLY IMPACT THE SPRING CREEK BASIN EROSION CONTROL FOR THIS SHEET -DISTURBED AREAS NOT PAVED OR PART OF THE TRAIL SHOULDER SHALL BE CONTOUR FURROWED, MULCHED AND SEEDED -STORM DRAIN INLET PROTECTION WILL BE PROVIDED PERMANENT UTILITY EASEMENT F_ - D1 CFC- 24" STOR SEWER D 2 O 505 Ln D3 .REQ'D Q STORM DRAIN INLET PROTECTION TOE OF FILL w 7 - U Q STA. 504+87, REQ' D 18"X 36.0' RCP, CONNECT TO EXISTING MANHOLE LT., INLET TYPE 16 (5 FOOT) 2.0' RT.(LINE "D") LEGEND EXISTING WETLANDS PEDESTRIAN LIGHT - TO INSTALLED BY TEMPORARY CITY LIGHT & POWER WETLANDS j— TAKE TOP OF CUT PERMANENT WETLANDS TAKE TOE OF FILL CONCRETE SILT FENCE PAVEMENT TRAIL FENCE AGGREGATE BASE MA FELSBURG r4HOLT & ULLEVIG Computer File Information O 0 Index of Revisions CITY OF FORT COLLINS i I �,_r =i F `- -- _ City of Fort Collins As Constructed MASON STREET/HARMONY ROAD/ SPRING CREEK BIKE/PEDESTRIAN TRAIL PLAN SHEET Project No./Code Creation Date: 01-08-04 Initials: JWW No Revisions: Last Modification Date: 04-29-04 Initials: JMH Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Revised: Designer: MRH Drawing File Name: R02181 PLN23.dwg Detailer: JWW Void: Sheet Number 54 Acad Ver. 2000i Scale: Units: ENGLISH Sheet Subset: ROADWAY Subset Sheets: PL-23 of 29 CT - Z9l Ok N I r— V nfTr(�TA MI r %AIA MK I IA 1( Mnk A n1VERS 10' 6' 10, 2%_ !2% N /�- CONCRETE PEDESTRIAN CURBING DETAIL B Q # 1 _ - - - -:_ - CFC EX._ 24" STORM _SEWER r Q CrHORIZONTAL CONTROL LINE/PERMANENT EASEMENT C EX. 8" SAN. SEWER L0 VERTTCAL - - - Q CURB & GUTTER RAILROAD R.O.W. CFC EX. 24" OO WATERMAIN 506+00 -- „ - - „ -- - - - - N00"50' 30 A5 E Q--- _ - - z '�/ =� - — — — 7TOE V REMOVE FENCE OF FILL UTRAIL FENCE Ll • 20 74 SCALE: 1 .• POINT TABLE POINT STATION NORTHERLY EASTERLY 56 507+67.11 119227.2368 193881.9468 TEMPORARY EASEMENT (TYP.) PERMANENT z UTILITY o EASEMENT V) z Q 0_ H 136' DRIVE -OVER CURB —& GUTTER LLJ 00 0>� 0 0� O O LLI --- - I 0 0 O 01 m O LLJ r� --- - — - +� >G E - + OU 0 LD - -- - - - - - - LLJ LLJ JE2 mTO R M- -SEW-ER-<_ cnm 0mU N BAY FARM ROAD 5d g+oo 4� 80"%+OO 56 — — 8 00 N01°14' 07,64" E E3 W LLJ EDGE OF PAVEMENT z� TOP OF CUT 0� + - o - - _- `0 BNSF RAJ A Q ~ STA. 508+85- REQ' D 18"X 31 .0' Ln RCP, MANHOLE BOX BASE (10 n FOOT) 33.0' LT.(CONNECT TO EXISTING 24" STORM), INLET TYPE 16 (5 FOOT) 2.0' RT. (LINE "E") TRANSITION DRIVE -OVER CURB OVER 5' AT INLET. SEE SHEET DD-2 FOR DETAILS. DRAINAGE FOR THIS SHEET -STORM WATERS WILL SHEET FLOW OVER THE TRAIL AND WILL PASS INTO BAY FARM ROAD -CONCENTRATION OF FLOWS WILL OCCUR ONLY AT GUTTER -NO LOW SPOTS ARE APPARANT THAT WILL CAUSE PONDING DUE TO THE TRAIL -THE TRAIL WILL NOT SIGNIFICANTLY IMPACT THE SPRING CREEK BASIN EROSION CONTROL FOR THIS SHEET -DISTURBED AREAS NOT PAVED OR PART OF THE TRAIL SHOULDER SHALL BE CONTOUR FURROWED, MULCHED AND SEEDED M a, � U m n of J if mQ Iw g O W j O- 0 ' [D I Li � L_ a. + C 0a_� D nW — 'L VF2TIAL Q 0 UB & Q TER 0 7746.4510 - - Ln Cn -2' SHOULDER LLJ J U Q LEGEND EXISTING WETLANDS PEDESTRIAN LIGHT - TO INSTALLED BY TEMPORARY CITY LIGHT & POWER WETLANDS TAKE — — — — — TOP OF CUT PERMANENT WETLANDS TOE OF FILL TAKE CONCRETE -j—j—j- SILT FENCE PAVEMENT TRAIL FENCE AGGREGATE BASE MA FELSBURG rIHOLT & ULLEVIG Computer File Information Index of Revisions As Constructed MASON STREET/HARMONY ROAD/ Project No./Code O SPRING CREEK BIKE/PEDESTRIAN Creation Date: 01-08-04 Initials: JWW CITY of FORT COLLINS No Revisions: TRAIL PLAN SHEET JMH Last Modification Date: 04-29-04 Initials: Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet - - - - 6iil Revised: Designer: MRH Drawing File Name: R02181 PLN24.dwg . - I - City of Fort Collins Detailer: JWW 55 Acad Ver. 20001 Scale: Units: ENGLISH Void: Sheet Subset: ROADWAY Subset Sheets: PL-24 of 29 Sheet Number C1 - 29i DETECTABLE WARNING DOME PAVERS CSU VETERINARY TEACHING HOSPITAL 146' -OVER CUR w Li 0� OO� CFC EX. 24" STORM SEWER O ---_== m N � w(D yU ---j_-_.�- 1=-=__--- --- - -_-_-- + f+ ------- yf Q CFC EX. 8" SAN. SEWER Q HOt�1ZONTAL Q VERTICAL � CONTROL LINE/ U)m CURB & PERMANENT EASEMENT Li cn — wD mU 2%_ 2% N CSU DAIRY CONCRETE PEDESTRIAN RESEARCH CENTER CURBING ADJUST WATER VALVE - CONSTRUCT CURB AND GUTTER AROUND VALVE DETAIL C 00 GUTTER 51 1 +0 512+00 BAY FARM F Ln - -- N01`14; 07.64" E 17�.42 �- -- w z 2' SHOULDER J = TOE OF FILL z � r 0 20 40 SCALE: 1 "=40' 1 EDGE OF PAVEMENT RESET FIRE HYDRANT BEHIND CONCRETE TRAIL SEE SHEET UD-01 FOR DETAILS Y U U O J J mQ Iw do :2w O LJ M TEMPORARY -� EASEMENT (TYP.) wa CFC EX. 7�" STORM SEWER ---- - -- VERTICAL — — - - - — CURB & GUTTER Q Q Ln w D (n U U IT- 513+00 514+00 515 CFC EX. 24" WATER MAIN Q '--RAILROAD R.O.W. BNSFAZAILR0AD DRAINAGE FOR THIS SHEET -STORM WATERS WILL SHEET FLOW OVER THE TRAIL AND WILL PASS INTO BAY FARM ROAD -CONCENTRATION OF FLOWS WILL OCCUR ONLY AT GUTTER -NO LOW SPOTS ARE APPARANT THAT WILL CAUSE PONDING DUE TO THE TRAIL -BAY FARM ROAD CAN PASS THE MINOR AND MAJOR STORMS PER CURRENT CITY CRITERIA -THE TRAIL WILL NOT SIGNIFICANTLY IMPACT THE SPRING CREEK BASIN EROSION CONTROL FOR THIS SHEET -DISTURBED AREAS NOT PAVED OR PART OF THE TRAIL SHOULDER SHALL BE CONTOUR FURROWED, MULCHED AND SEEDED w w Of U J OQ z TRAIL FENCE `-REMOVE FENCE ~ Q WE — - -- - E — - t LE-Q E N D- EXISTING WETLANDS PEDESTRIAN LIGHT - TO INSTALLED BY TEMPORARY CITY LIGHT & POWER WETLANDS TAKE — — — — — TOP OF CUT PERMANENT WETLANDS TAKE TOE OF FILL CONCRETE —f —j—f — SILT FENCE PAVEMENT i� TRAIL FENCE AGGREGATE BASE PFELSBURG rIHOLT & ULLEVIG Computer File Information Index of Revisions As Constructed MASON STREET/HARMONY ROAD/ Project No./Code Creation Date: 01-08-04 Initials: JWW O _ SPRING CREEK BIKE/PEDESTRIAN CITY OF FORT COLLINS - { I F _J L No Revisions: TRAIL PLAN SHEET Last Modification Date: 04-29-04 Initials: JMH Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Fr I- - - Revised: Designer: MRH Drawing File Name: R02181 PLN25.dwg - - -' _- City of Fort Collins Detailer: JWW Acad Ver. 2000i Scale: Units: ENGLISH � Void: Sheet Subset: ROADWAY Subset Sheets: PL-25 of 29 Sheet Number 56 Cl 297 N,� I V M Q I— U) DRAINAGE FOR THIS SHEET —STORM WATERS WILL SHEET FLOW OVER THE TRAIL AND WILL PASS INTO BAY FARM ROAD —CONCENTRATION OF FLOWS WILL OCCUR ONLY AT GUTTER r z —BAY FARM ROAD CAN PASS THE MINOR AND MAJOR STORMS PER CURRENT CITY CRITERIA —NO LOW SPOTS ARE APPARANT THAT WILL CAUSE PONDING DUE TO THE TRAIL 0 20 40 —THE TRAIL WILL NOT SIGNIFICANTLY IMPACT THE SPRING CREEK BASIN EROSION CONTROL FOR THIS SHEET SCALE: 1"=40' —DISTURBED AREAS NOT PAVED OR PART OF THE TRAIL SHOULDER SHALL BE CONTOUR FURROWED, MULCHED AND SEEDED Computer File Information Creation Date: 01 —08-04 Initials: JWW Last Modification Date: 04-29-04 Initials: JMH Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Drawing File Name: R02181 PLN26.dwg Acad Ver. 2000i Scale: Units: ENGLISH ndex of Revisions City of Fort Collins CITY OF FORT COLLINS As Constructed No Revisions: Revised: Void: Q U Y TAKE --- — — — — — TOP OF CUT PERMANENT WETLANDS TAKE TOE OF FILL CONCRETE —f—j—j— SILT FENCE PAVEMENT TRAIL FENCE AGGREGATE BASE MASON STREET/HARMONY ROAD/ SPRING CREEK BIKE/PEDESTRIAN TRAIL PLAN SHEET Designer: MRH Detailer: JWW MId FELSBURG rHOLT & ULLEVIG Project No./Code Sheet Subset: ROADWAY I Subset Sheets: PL-26 of 291 Sheet Number 57 t;1 - 297 O O O N Ln W z _ U Q SCALE: 1 "=40' DRAINAGE FOR THIS SHEET —STORM WATERS WILL SHEET FLOW OVER THE TRAIL AND WILL PASS INTO BAY FARM ROAD —CONCENTRATION OF FLOWS WILL OCCUR ONLY AT GUTTER —NO LOW SPOTS ARE APPARANT THAT WILL CAUSE PONDING DUE TO THE TRAIL —BAY FARM ROAD CAN PASS THE MINOR AND MAJOR STORMS PER CURRENT CITY CRITERIA —THE TRAIL WILL NOT SIGNIFICANTLY IMPACT THE SPRING CREEK BASIN EROSION CONTROL FOR THIS SHEET —DISTURBED AREAS NOT PAVED OR PART OF THE TRAIL SHOULDER SHALL BE CONTOUR FURROWED, MULCHED AND SEEDED V I L V CK V Y Y L\ Y. L "� v .� TAK E — — — — — TOP OF CUT PERMANENT WETLANDS TAKE TOE OF FILL CONCRETE —j—j—j— SILT FENCE PAVEMENT TRAIL FENCE AGGREGATE BASE O O L0 N Ln PFELSBURG rIHOLT & ULLEVIG Computer File Information 0 � Index of Revisions _ CITY of FORT COLLINS - T { - `LE _ � _ F � -- F r - City of Fort Collins As Constructed MASON STREET/HARMONY ROAD/ SPRING CREEK BIKE/PEDESTRIAN TRAIL PLAN SHEET Project No./Code Creation Date: 01-08-04 Initials: JWW No Revisions: Last Modification Date: 04-29-04 Initials: JMH Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Revised: Designer: MRH Drawing File Name: R02181 PLN27.dwg Detailer: JWW Void: Sheet Number 58 Acad Ver. 2000i Scale: Units: ENGLISH Sheet Subset: ROADWAY Subset Sheets: PL-27 of 29 GI s 297 o., cv r V EARTHWORK NOTES: 1. ALL EARTHWORK WILL BE PAID FOR AS ITEM 203 - EMBANKMENT MATERIAL (COMPLETE -IN -PLACE) (CUBIC YARDS). THIS ITEM SHALL INCLUDE ALL NECESSARY REMOVAL, HAUL, STOCKPILING, PLACEMENT, COMPACTION, WETTING, BORROW, AND DISPOSAL. 2. ALL SOILS SHALL BE COMPACTED TO A MINIMUM OF 95 PERCENT OF STANDARD PROCTOR DENSITY (AASHTO T-99) WITHIN A MOISTURE CONTENT OF 1 PERCENT BELOW TO 3 PERCENT ABOVE THE OPTIMUM MOISTURE CONTENT. 3. 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. 4. SEE THE DRAINAGE TABULATION 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. SUMMARY OF EARTHWORK INDEX ITEM PROJECT TOTALS BOOK PAGE SHEET EMBANKMENT MATERIAL (CIP) CU. YDS. TRAIL (FROM CROSS -SECTIONS) BIKE/PEDESTRIAN TRAIL STA. 200+ 15.77 TO STA. 232+92.63 489 STA. 233+31.62 TO STA. 250+60.11 554 STA. 251+12.14 TO STA. 252+67.58 338 STA. 300+09.25 TO STA. 326+49.96 1650 STA. 400+ 15.24 TO STA. 417+00.05 224 STA. 417+44.40 TO STA. 425+13.77 309 STA. 500+66.54 TO STA. 531 +51.61 1 180 STA. 531 +86.96 TO STA. 534+34.23 11 TROUTMAN CONNECTION 0 CINEMA CONNECTION 6 REST AREA CONNECTION 50 SIDEWALK CONNECTION 72 TOTAL FOR PAY QUANTITY 4883 COMPACTION (INFO. ONLY (MOISTURE & DENSITY CONTROL) EMBANKMENT (NET) 4883 UNCLASSIFIED EXCAVATION (INFO. ONLY) CU. YDS. TRAIL (FROM CROSS -SECTIONS) BIKE/PEDESTRIAN TRAIL STA. 200+ 15.77 TO STA. 232+92.63 1655 STA. 233+31.62 TO STA. 250+55.25 244 STA. 251+16.60 TO STA. 252+67.58 3 STA. 300+09.25 TO STA. 326+49.96 446 STA. 400+ 15.24 TO STA. 416+90.81 185 STA. 417+52.14 TO STA. 425+13.77 47 STA. 500+66.54 TO STA. 531 +51 .61 593 STA. 531 +86.96 TO STA. 534+34.23 35 TROUTMAN CONNECTION 117 CINEMA CONNECTION 0 REST AREA CONNECTION 8 SIDEWALK CONNECTION 5 WETLAND MITIGATION 140 TOTAL 3478 WETTING QUANTITIES (INFO. ONLY) M. GAL COMPACTION (0.040 M. GAL/yd3) 196 ROADWAY QUANTITIES BALANCE (INFO. ONLY) CU. YDS. EMBANKMENT NET 4883 EMBANKMENT X FACTOR (1.20) 5860 UNCLASSIFIED EXCAVATION 3478 BALANCE TOTAL 2382 BORROW UNDESIGNATED SOURCE 2382 PFELSBURG rIHOLT & ULLEVIG Computer File Information C= � � Index of Revisions CITY of FORT COLLINS _ 1 , F F f - F - - - _ City of Fort Collins As Constructed MASON STREET/HARMONY ROAD/ SPRING CREEK BIKE/PEDESTRIAN SUMMARY OF EARTHWORK Project No./Code Creation Date: 01-08-04 Initials: JMH No Revisions: Last Modification Date: 10-25-04 Initials: WJM Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Revised: Designer: MRH Drawing File Name: M02181TABO5.dwg Detailer: JMH Void: Sheet Number 6 Acad Ver. 2000i Scale: Units: ENGLISH Sheet Subset: Subset Sheets: SE-1 of 1 C1 -- 297 I e— U NATURAL RESOURCE RESEARCH CAMPUS C-25 CURVE DATA DELTA = 06° 17' 53.31 " - - - - - - - - RAO U-S =1540-r0,&' - - - N01°14' 07.64" E LENGTH = 174.78' - 1746:4-2' -- - - - -- - - TANGENT = 87.48' 00 LO L0 - SECTION LINE /--- HORIZONTAL CONTROL LINE - - 52-6-+ 0_0_ BAY C-25 --- - - �2 7,+Q0 ARM ROAD Qa - - _ _ _ - 58 --- _ - - _ -_--_ —_Not: - - - _ 2' SHOULDER 5 - �-- -- - - - - - CFC EX. 78" STORM- SEWER Ek�ST�NG VERTICAL -CURB & GUTTER PERMANENT EASEMENT Q _ co TEMPORARY TEMPORARY EASEMENT (TYP.) - r 52 9 + D OCFC EX. 8" SAN. SEWER O W -- z EDGE OF PAVEMENT'-�`� 1 _ N07°32' pp 95 612.94' 530O + ADJUST WATER VALVE REMOVE FENCE w -5 '� CFC O = N 00 - _ ` 5,_1.1 - - _ _ EX. -24, r, U f TRAIL FENCE w U-J_ WAjER�AIN '^ ii L / Q - - --- - - TOE OF FILL _ Cy V- O CC Q TOP OF CUT -------- -- - - RAILROAD R.O.W. - - --- LIJ -BNSF-- _ z ~-ALL��A� -- - - - --------- - I -- ----- - - - ----- -------------------- ------ ------------ - --- - - ------ - ---- --- - --- --- - - DETECTABLE WARNING DOME PAVERS r - 1-1 1I� z r • 40 0 wom SCALE: 1 .0 IU 8,1 10' Rai 49, k-w CONCRETE PEDESTRIAN CURBING DETAIL D POINT TABLE POINT STATION NORTHERLY EASTERLY 57 525+13.53 120973.2516 193919.6015 58 526+88.31 121147.4304 193932.9565 Comouter File Information Creation Date: 01 —08-04 Initials: JWW Last Modification Date: 04-29-04 Initials: JMH Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Drawing File Name: R02181 PLN28.dwg Acad Ver. 20001 Scale: Units: ENGLISH DRAINAGE FOR THIS SHEET -STORM WATERS WILL SHEET FLOW OVER THE TRAIL AND WILL PASS INTO BAY FARM ROAD -CONCENTRATION OF FLOWS WILL OCCUR ONLY AT GUTTER -BAY FARM ROAD CAN PASS THE MINOR AND MAJOR STORMS PER CURRENT CITY CRITERIA -NO LOW SPOTS ARE APPARANT THAT WILL CAUSE PONDING DUE TO THE TRAIL -THE TRAIL WILL NOT SIGNIFICANTLY IMPACT THE SPRING CREEK BASIN EROSION CONTROL FOR THIS SHEET -DISTURBED AREAS NOT PAVED OR PART OF THE TRAIL SHOULDER SHALL BE CONTOUR FURROWED, MULCHED AND SEEDED Index of Revisions City of Fort Collins CITY OF FORT COLLINS I � -, 1 _L F F - E FT As Constructed No Revisions: Revised: ►.. LEGEND I EXISTING WETLANDS PEDESTRIAN LIGHT - TO INSTALLED BY TEMPORARY CITY LIGHT & POWER WETLANDS r—r—r TAKE TOP OF CUT PERMANENT WETLANDS TAKE TOE OF FILL CONCRETE SILT FENCE PAVEMENT TRAIL FENCE AGGREGATE BASE MASON STREET/HARMONY ROAD SPRING CREEK BIKE/PEDESTRIA TRAIL PLAN SHEET Designer: MRH Detailer: JWW FELSBURG 0"Ap HOLT & ULLEVIG Project No./Code Sheet Subset: ROADWAY Subset Sheets: PL-28 of 291 Sheet Number 591 C1 - 297 /` O► N r-- C.� O O O Ln Q Cn W z J U Q SCALE: 1 4f POINT TABLE POINT STATION NORTHERLY EASTERLY 59 533+01.25 121755.0771 194013.3173 60 534+34.23 121887.2309 194028.1187 Computer File Information Creation Date: 01 —08-04 Initials: JWW Last Modification Date: 04-29-04 Initials: JMH Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Drawing File Name: R02181 PLN29.dwg Acad Ver. 2000i Scale: Units: ENGLISH DRAINAGE FOR THIS SHEET —STORM WATERS WILL SHEET FLOW OVER THE TRAIL AND WILL PASS ACROSS BAY FARM ROAD —CONCENTRATION OF FLOWS WILL OCCUR ONLY AT GUTTER —BAY FARM ROAD CAN PASS THE MINOR AND MAJOR STORMS PER CURRENT CITY CRITERIA —NO LOW SPOTS ARE APPARANT THAT WILL CAUSE PONDING DUE TO THE TRAIL —THE TRAIL WILL NOT SIGNIFICANTLY IMPACT THE SPRING CREEK BASIN. THE TRAIL WILL CUT 94 CUBIC YARDS IN THE FLOOD PLAIN. EROSION CONTROL FOR THIS SHEET —DISTURBED AREAS NOT PAVED OR PART OF THE TRAIL SHOULDER SHALL BE CONTOUR FURROWED, MULCHED AND SEEDED Index of Revisions City of Fort Collins CITY OF FORT COLLINS I" As Constructed No Revisions: Revised: Void: INSTALL 8" HIGH "TIMES NEW ROMAN" STREET NAME TEXT. SANDBLAST 1/8" INTO CONCRETE AND STAIN LITHOCHROME GREY. - INCLUDE IN THE COST OF THE CONCRETE BIKEWAY. -RESET SIGN LEGEND PEDESTRIAN LIGHT — TO BE INSTALLED BY CITY LIGHT & POWER TOP OF CUT TOE OF FILL SILT FENCE TRAIL FENCE STA.', 534+34.23 END PROJECT (SECTION 4) MATCH SPRING CREEK TRAIL TRANSITION CURB FLUSH WITH `FRAIL OVER 10' EXISTING WETLANDS TEMPORARY WETLANDS TAKE PERMANENT WETLANDS TAKE CONCRETE PAVEMENT AGGREGATE BASE MASON STREET/HARMONY ROAD SPRING CREEK BIKE/PEDESTRIA TRAIL PLAN SHEET Designer: MRH Detailer: JWW IFELSBURG rIHOLT & ULLEVIG Project No./Code Sheet Subset: ROADWAY Subset Sheets: PL-29 of 29 Sheet Number 60 C1 - 2 9l ti - PIN IN r-- C6> 5050 5050 Q �+I�U �r�UZ inOWi= N a Ln +d � >- CZ) Lo N Z Z_ U < O Q W � O (nWM:FF0 +.CD N N p Q00 �� N Ln 250.00' =p 00 + � � W 00 0 0 " "' Ln + W r,, o Lf) PROPOSED o o 0 2:754% GRADE N oLn °' N 90 00 o o ELEV. 5041 .889 Li CD 0 Ln NN Q 0 `n00 r1- PT. # 9028 of w 5040 N � ELEV. 5040.594 - PT. 9025 # 5040 + o 0 0 0 NN o PT. # 9027 + PT. 90' # ELEV. 5038.978 ELEV. 5039.146 NN = w ELEV. 5039.346 w z J w EXISTING 0- W 50.00' GROUND 0 o O O 0D I U Oo N LC) Q 0_ W 0) 0 Q + + Up WO Z O 0 �" JN U J ¢ Q W Ln CD 0 N N r7 cD 0 CO I'7 I- N O N O N O O O O O 0) O 0) O 0) 00 rn O 0 L0 n Ln Ln 5030 5030 200+00 201 +00 202+00 203+00 204+00 205+00 + PT# XXXX = EXISTING ELEVATION FROM FIELD SURVEY SCALE: VERT. 11'=40 ELEV. XXXX.XXX EL = EXISTING ELEVATION FROM AERIAL MAPPING �& VOLT XXXX.XX = PROPOSED ELEVATION ULLEVIG Computer File Information 0 Index of Revisions _ _ As Constructed MASON STREET/HARMONY ROAD/ SPRING CREEK BIKE/PEDESTRIAN Project No./Code Initials: JMH Creation Date: 01-08-04 CITY of FORT COLLINS No Revisions: TRAIL PROFILE SHEET Last Modification Date: 04-21 —04 Initials: JMH 0 0 - City of Fort Collins - - L - -- - � - - - --- Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Revised: Desi ner: MRH g Drawing File Name: R02181 PR001 .DWG Detailer: JMH Void: Sheet Number 61 Acad Ver. 2000i Scale: 1 "-40' Units: ENGLISH Sheet Subset: PROFILE Subset Sheets: PR-01 of 33 Ct - 297 A "q V 5050 5050 250.00' O 150.00' 0 O + O O O + Ln o on O O N O N Ln + + rn EXISTING o0 r0 00 0� +� N 0 0 GROUND N n N Ln 0 0 Q Ln a_ W N � -�I' Q J o W D W O w (I 5040 5040� 0. 650% — ---- PT. # 9024 PT. # 9023 W PT. # 9025 ELEV. 5039.141 ELEV. 5039.464 PT. # 9022 Z z ELEV. 5039.146 0 o 0 o o o ELEV. 5038.565 PT. 9020 + # PT. # 9021 ELEV. 5038.310 o O _ 00 O PROPOSED GRADE + 0 00 LO ELEV. 5038.386 0 _ U + - r o oLn + Co NO ,n co + U F— o0) N � J N Ln � 00 Q SW a_ W 200.00' a_ W 5; J o w r p rn O 't rn O r rn n r Ln d r 00 O M 0) n n O> O d Q> n On n 0) n M M n rq O O Ln O Ln O Ln O O O Ln O O O n n 5030 5030 205+00 206+00 207+00 208+00 209+00 210+00 PT# XXXX = EXISTING ELEVATION FROM FIELD SURVEY SCALE: HOR. 1 "=40' VERT. 1 =4' ELEV. XXXX.XXX PA FELSBURG = EXISTING ELEVATION FROM AERIAL MAPPING r1HOLT XXXX.XX = PROPOSED ELEVATION U LLEVIG Computer File Information Index of Revisions As Constructed MASON STREET/HARMONY ROAD/ SPRING CREEK BIKE/PEDESTRIAN Project No./Code Creation Date: 01-08-04 Initials: JMH 0 0 0 0 6iil City of Fort Collins CITY - r - OF FORT COLLINS — — I No Revisions: TRAIL PROFILE SHEET Last Modification Date: 04-21 —04 Initials: JMH Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Revised: Designer: MRH Drawing File Name: R02181 PR002.DWG Detailer: JMH Void: Sheet Number 62 Acad Ver. 20001 Scale: 1 "=40' Units: ENGLISH Sheet Subset: PROFILE Subset Sheets: PR-02 of 331 c1 - 297 5050 5050 150.00' 200.00' O O + 0 0 0 0 + 0 0 � N � 0 � Ln N + 0°; + 0 N� N +� �+ 0 o N cv EXISTING 0 `V n Q S-1 w GROUND No J a_ w Q J W 5040c% 0.629% PT. # 9019 PT. # 9018 PT. Pr. 9016 0.62 9017 ELEV. 5039.3 PT. # 9015 C~n5040 z ELEV. 5038.627 ELEV. 5038.66 I ELEV. T 5 ELEV. 5039.309 L►-1 o z PT. # 9020 0 0 0 0 0 —0.600% 0 o r — J = ELEV. 5038.310 0 L 0 + PROPOSED _ +� +`�`� � O +� � �_� GRADE 0 0) n O � N N M N O Q N L C) J = W 0 U O a- J a-W Q C W ¢ 200.00 W > Q- J w G Z + + JT %' a' W ~ Q Q Q Cn U) U� Q> 00 14- 0 00 i") L() 00 N N O r7 I'7 L0 O O O O O O O O O O 5030 5030 210+00 21 1 +00 212+00 213+00 214+00 215+00 PT# XXXX = EXISTING ELEVATION FROM FIELD ELEV. XXXX.XXX SURVEY SCALE: HOR. 1 VERT. "=40' 1 "=4' = EXISTING ELEVATION FROM AERIAL MAPPING IN FELSBURG rI XXXX.XX = PROPOSED ELEVATION ULOLEVIG Computer File Information O 0 Index of Revisions _ City of Fort Collins CITY F- OF FORT COLLINS As Constructed MASON STREET/HARMONY ROAD/ SPRING CREEK BIKE/PEDESTRIAN TRAIL PROFILE SHEET Project No./Code Creation Date: 01-08-04 Initials: JMH No Revisions: Last Modification Date: 04-21 —04 Initials: JMH Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Revised: Designer: MRH Drawing File Name: R02181 PR003.DWG Detailer: JMH Void: Sheet Number 63 Acad Ver. 2000i Scale: 1 "=40' Units: ENGLISH Sheet Subset: PROFILE Subset Sheets: PR-03 of 33 E1 - 297 5050 :4 c C 5040c 5030 215+00 Z 0 uw 00z �o�r, o�L� 0Qo Ln N � 0 > Li F- U) VV W 150.00' C D D o0 oo- C + O O O 7 ,— r N Ln Co O N 0 PROPOSED GRADE +C:6 _ O + C `— V a_ LJ N 0 ON 0 U N t J 0_ W O Li 0.629% —0.600% PT. # 9013 ELEV. 5039.492 + PT. # 9011 PT. # 9010 � PT. # 9015 ELEV. 5039.309 PT. 9014 # + ELEV. 5039.050 o 0 r 40 o 0 o ri PT. # ELEV. 9012 503 .432 ELEV. 5039.738 ELEV. 5039.447 00 L _ N O NIt o N N o EXISTING o 'n —� n w+ z GROUND N o _ 0- W w 150.00' a- w J O N Q a_ w LCL r < 00 00 00 00 00 r` _ Lin N 0) CD Q� O O O O O O O Cn M O O O O O O O O O O PT# XXXX = EXISTING ELEVATION FROM FIELD SURVEY ELEV. XXXX.XXX = EXISTING ELEVATION FROM AERIAL MAPPING XXXX.XX = PROPOSED ELEVATION Computer File Information Creation Date: 01 —08-04 Initials: JMH Last Modification Date: 04-21 —04 Initials: JMH Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Drawing File Name: R02181 PR004.DWG Acad Ver. 20001 Scale: 1 "=40' Units: ENGLISH M I 216+00 index of Revisions 21 7+00 SCALE City of Fort Collins 21 8+00 219+00 5050 10, L �5040 5030 220+00 HOR. 1 "=40' VERT. 1 =4' PA FELSBURG rIHOLT & ULLEVIG CITY OF FORT COLLINS Fi I !li-, As Constructed MASON STREET/HARMONY ROAD SPRING CREEK BIKE/PEDESTRIA No Revisions: TRAIL PROFILE SHEET Revised: Designer: MRH Detailer: JMH Void: Sheet Subset: PROFILE Subset Sheets: PR-04 Project No./Code of 33 1 Sheet Number MIN G1 - 2 97 C.� 5050 5040c 1 5030 220+00 D 150.00' C D C O o PROPOSED D LC) CD GRADE L( o+ m o � EXISTING C C �J o Mo N 00 GROUND N Ln 0.600% PT. # 9005 IL w ELEV. 5040.579 < 1 7 PT. # 9007 PT. # 9006 4ELEV.. 010 PT. # 9009 PT. # 9008 ELEV. 5039.991 ELEV. 5040.022 Li o� N0 039.447 ELEV. 5039.675 ELEV. 5039.638 J ] C C (N �w < L LC) c0 O (N LC) 00 M rr) O) O O O It N It O O O O O O O O O O PT# XXXX = EXISTING ELEVATION FROM FIELD SURVEY ELEV. XXXX.XXX = EXISTING ELEVATION FROM AERIAL MAPPING XXXX.XX = PROPOSED ELEVATION Computer Creation Date: Last Modification Date: Full Path: I:\02181\A( Drawing File Name: Acad Ver. 2000i File Information 01 —08-04 Initials: JMH 04-21 —04 Initials: JMH inal Trail Design\HarmonyNorth\Sheet R02181PR005.DWG Scale: 1 "=40' Units: ENGLISH 221 +00 Index of Revisions 222+00 SCALE City of Fort Collins 223+00 224+00 5050 C )5040 J J C 5030 225+00 HOR. 1 "=40' VERT. 1 =4 ' MFELSBURG rI HOLT & ULLEVIG CITY OF FORT COLLINS As Constructed MASON STREET/HARMONY ROAD SPRING CREEK BIKE/PEDESTRIA No Revisions: TRAIL PROFILE SHEET Revised: Designer: MRH Detailer: J M H Void: Sheet Subset: PROFILE Subset Sheets: PR-05 Project No./Code of 331 Sheet Number 65 C1 - 297 I r- U 5050 :4 Lt c c 5040() L L C 225+00 PT# XXXX = EXISTING ELEVATION FROM FIELD SURVEY ELEV. XXXX.XXX = EXISTING ELEVATION FROM AERIAL MAPPING XXXX.XX = PROPOSED ELEVATION Computer Creation Date: Last Modification Date: Full Path: I:\02181\A( Drawing File Name: Acad Ver. 20001 File Information 01 —08-04 Initials: JMH 04-21 —04 Initials: JMH nal Trail Design\HarmonyNorth\Sheet R02181PR006.DWG Scale: 1 "=40Units: ENGLISH W► :�1L Index of Revisions 227+00 SCALE City of Fort Collins 228+00 229+00 108�01�1 D D L r)5040 5030 230+00 HOR. 1 "=40' VERT. 1 =4 FELSBURG PA rIHOLT & ULLEVIG CITY OF FORT COLLINS - LC - -C r As Constructed MASON STREET/HARMONY ROAD SPRING CREEK BIKE/PEDESTRIA No Revisions: TRAIL PROFILE SHEET Revised: Designer: MRH Detailer: J M H Void: Sheet Subset: PROFILE Subset Sheets: PR-06 Project No./Code of 33 1 Sheet Number 66 C1 - 297 ti a N r— V 5050 5050 Q > LIJ 20.0 D' J J Ln D d 0 U O X -zt 0 N + I X d O O cfl 0 z rr. 0a] Ln r�)0M t�) Ln O 0 + 0 4 150.00 - a LJ Qw� M N0 Ln ry d -- - - - J¢ w ~ cn J Q w O N o PROPOSED GRADE (TOP OF Q j O 0 ate. w MANHATTAN DETENTION POND 0 = 00 N + � 0- w BERM) 0.000% O o BOX + 0 N,� + + �'',l0 � CULVERT N Ln o + 0 1.580% N AT NEW MERCER > w p'/0 50p Ln + N ±ICD N = w DITCH N 0� N 0 O o ; 0.000% N u> rn + Q l/—� £1 W 0 N 5040fV / PT. # 9000 0 0 0 01 W ELEV. 5040.230 LIi N 0 rn �' N W z +Ln !n N 0 no N l n + Nff) + + z J 0' N0 W N� N,O N� +,� D_' >'J > J > J — n NilO > J w a_I w Z a_ w a- 20.0 0 J 50.00' F— 0- Li v Q Li U Li EXISTING GROUND 0 O Co N N N p Ln N N W 0 0 0 0 0 z O O n n O O Ln O Ln O Ln o Ln 5030 5030 1 1 1 230+00 231 +00 232+00 233+00 234+00 235+00 + PT# XXXX = EXISTING ELEVATION FROM FIELD SURVEY SCALE: HOR. VERT. 1 "=40' 1 =4' ELEV. XXXX.XXX PA FELSBURG = EXISTING ELEVATION FROM AERIAL MAPPING O LT & rl XXXX.XX = PROPOSED ELEVATION ULLEVIG U Computer File Information O Index of Revisions As Constructed MASON SPRING STREET/HARMONY ROAD/ CREEK BIKE/PEDESTRIAN Project No./Code JMH Creation Date: 01-08-04 Initials: ii i CITY OF - - FORT COLLINS No Revisions: TRAIL PROFILE SHEET Last Modification Date: 07-1 6-05 Initials: SPG 0 O I city of Fort Collins r. F F { - _.- 1 - - F 1 - - Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Revised: Designer: MRH Drawing File Name: R02181 PR007.DWG Detailer: JMH Void: Sheet Number 67 Acad Ver. 2000i Scale: 1 '=40' Units: ENGLISH Sheet Subset: PROFILE Subset Sheets: PR-07 of 33 C1 :- Z97 c�a T--- V 5050 5050 PROPOSED GRADE (TOP OF MANHAT AN DETENTION POND BERM) O O 0.000% 0 Ln O N EXISTING N GROUND Q (.n 5040 5040(n w w z z U U Q ~ 5030 5030 235+00 236+00 237+00 238+00 239+00 240+00 PT# XXXX = EXISTING ELEVATION FROM FIELD SURVEY SCALE: HOR. 1 "=40' VERT. 1 =4' ELEV. XXXX.XXX 0"Ap FELSBURG = EXISTING ELEVATION FROM AERIAL MAPPING rIHOLT & XXXX.XX = PROPOSED ELEVATION ULLEVIG U Computer File Information Index of Revisions As Constructed MASON STREET/HARMONY ROAD/ Project No./Code O - SPRING CREEK BIKE/PEDESTRIAN Initials: JMH Creation Date: 01-08-04 CITY of FORT COLLINS --1 No Revisions: TRAIL PROFILE SHEET Last Modification Date: 07-16-05 Initials: SPG 0 0 -i I L_ - - City of Fort Collins Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Revised: Desi ner: MRH g Drawing File Name: R02181 PR008.DWG Void: Detailer: JMH Sheet Number 68 Acad Ver. 20001 Scale: 1 "=40' Units: ENGLISH Sheet Subset: PROFILE Subset Sheets: PR-08 of 33 C1 - 297 O� N r V POSS (TYPICAL) 6" CRUSHED ROCK (ABC CLASS 6) * CROSS -SLOPE DETAILS STATION LEFT CROSS- SLOPE RIGHT CROSS- SLOPE NOTES 200+15.77 -2% +2% CONSTANT 217+50.00 -2% +2% BEGIN TRANSITION 218+00.00 0% 0% TRANSITION 218+50.00 -2% +2% CONSTANT 230+50.00 -2% +2% BEGIN TRANSITION 231 +50.00 +2% -2% 1 CONSTANT 252+67.58 +2% -2% CONSTANT 300+09.25 +2% -2% CONSTANT 308+00.00 +2% -2% BEGIN TRANSITION 309+00.00 -2% +2% CONSTANT 321 +00.00 -2% +2% BEGIN TRANSITION 322+00.00 +2% -2% CONSTANT 326+49.96 +2% -2% CONSTANT 400+15.24 +2% -2% CONSTANT 424+00.00 +2% -2% BEGIN TRANSITION 425+00.00 -2% +2% CONSTANT 425+13.77 -2% +2% CONSTANT 2' w 0 J D O cn 12" HCL 66' PROFILE GRADE LINE (PGL) *VARIES 2' 3' SCARIFIED & L_ 6" CONCRETE BIKEWAY RECOMPACTED SUBGRADE VARIES VARIES >30' *SEE CROSS -SLOPE DETAILS -TRANSITION TO MATCH STRUCTURES BIKE/PEDESTRIAN TRAIL LOOKING NORTH SECTION 1 HARMONY TO HORSETOOTH STA. 200+22.00 TO STA. 252+59.86 RAILROAD R.O.W. 6" CRu3n Lu r-,u_r\ (ABC CLASS 6) (TYP.) VARIES 0'-6' 1 ' o- a- w 0 0 _- J CD D NOTES: 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. Computer File Information Creation Date: 01 -09-04 Initials: JMH Last Modification Date: 02-19-04 Initials: JMH Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Drawing File Name: R02181 TYP01 .dwg Acad Ver. 20001 Scale: Units: ENGLISH 10' HCL ' Stt c;Hu55-�t_�rt 2' TRAIL FENCE (SEE DETAIL) "NOTE: 2:1 CUTSLOPE REQUIRED FROM STA. 202+00 TO STA. 206+00 AND STA. 232+50 TO 232+75. 3:1 SLOPES SHALL BE USED AT ALL OTHER LOCATIONS. A SOIL RETENTION BLANKET (STRAW/COCONUT) SHALL BE PLACED ON SLOPES STEEPER THAN 3:1. DETAILS -TRANSITION TO MATCH STRUCTURES BIKE/PEDESTRIAN TRAIL LOOKING NORTH SECTION 3 SWALLOW TO DRAKE STA. 400+45 TO STA. 423+87.97 Index of Revisions 30' Y c� Q FENCE o- (am' ETAI L) CAL) City of Fort Collins 3' POSS (TYPICAL) J 6" CRUSHED ROCK (ABC CLASS 6) TO EXISTING BAY FARM ROAD (PRIVATE) PROFILE GRADE - LINE (PGL) TO MATCH EXISTING PAVEMENT GRADE 2" Of w 0 J D O cn 12' HCL 6' 6' PROFILE GRADE LINE (PGL) SCARIFIED & RECOMPACTED SUBGRADE *VARIES 2' w 0 J D O VARIES 6" CONCRETE BIKEWAY 'KSEE CROSS -SLOPE DETAILS BIKE/PEDESTRIAN TRAIL LOOKING NORTH SECTION 2 HORSETOOTH TO SWALLOW STA. 300+ 16.50 TO STA. 326+45.31 HCL 2' 1 2.5' PATCH VARIES 7.5' -14.5' VARIES VARIES 0' -4.5' 7.5' -10' oow LJ O 0Lli� Ooo ID�oz ocznw� 00 _ oc � w J O O 6" CONCRETE- 0 rn BIKEWAY O 0 ,N � wz0 �Ow>Q z ,2%* J�mQ Un VARIES >30' TRAIL FENCE (SEE DETAIL) 2' 3' MPS PRIES Z:� �I VARIES >30' Y Q o' TRAIL FENCE (:�'j (SEE DETAIL) SCARIFIED & RECOMPACTED POSS TYPICAL SAWCUT LINE *TRANSITION TO SUBGRADE (TYPICAL) MATCH STRUCTURES 6" CRUSHED ROCK 6" AGGREGATE BASE (ABC CLASS 6) COURSE (CLASS 6) BIKE/PEDESTRIAN TRAIL FR 4" HOT BITUMINOUS PAVEMENT -LOOKING NORTH**NOTEAPPROX.ISTAUT5303PTORSTQA.IR5D+30M (PATCH ING)(ASPHALT) SECTION 4 3:1 SLOPES SHALL BE USED AT ALL OTHER LOCATIONS. A SOIL RETENTION VERTICAL CURB AND GUTTER PER DRAKE TO SPRING CREEK BLANKET SHALL BE PLACED ON SLOPES LARIMER COUNTY URBAN AREA STREET STANDARDS. STEEPER THAN 3: REFER TO STANDARD DRAWING 701 FOR DETAILS. STA. 501 +00.00 TO STA. 507+90.00 STA. 509+58.00 TO STA. 51 1 + 10.50 FELSBURG l & STA. 51 2+88.50 TO STA. 531 +41 .61 rO.A ULT ULLEVIG STA. 531 +96.96 TO STA. 534+24.84 As Constructed MASON STREET/HARMONY ROAD/ Project No./Code CITY OF FORT COLLINS SPRING CREEK BIKE/PEDESTRIAN - _F _ No Revisions: TYPICAL SECTION FT Revised: Designer: MRH -_ - - --_ - _-- Detailer: JMH Void: Sheet Subset: TYPICAL Subset Sheets: TY-1 of 2 Sheet Number 7 c1 ti N 4 V 5050 5030 240+00 + PT# XXXX = EXISTING ELEVATION FROM FIELD SURVEY ELEV. XXXX.XXX = EXISTING ELEVATION FROM AERIAL MAPPING XXXX.XX = PROPOSED ELEVATION 00 r- Ki r O 0 +4 n"t PROPO ED GRADE (TOP OF MANHATTAN CN N O if) DETENTI N POND BERM) � 20.00' w O � o.000� o O o + 0 �� � o + o I-C) EXISTING GROUND r- 00 \ .0 N �49 O �+ o o N N n o O 00 O `n > w N `n + o� ate. w PT. # 8985 Q Q N N ELEV. 5039.831 c�Ln Cn C/) a_ w 6- w -0.5939 20.00' L � o Ln +o 't O N Ln � w o z w _ O Y Q Qa am0 W z z U Q W NO Z 00 Q 00+ �= O u7 O Q +�t C� Cn IN n NQ O U) Q a-M 11 w 241 +00 242+00 SCALE 243+00 244+00 5050 5040 5030 245+00 HOR. 1 "=40' VERT. 1'=4' FELSBURG P.A & ULLEVIG Computer File Information O 0 0 Index of Revisions CITY OF FORT COLLINS _ � — City of Fort Collins As Constructed MASON STREET/HARMONY ROAD/ SPRING CREEK BIKE/PEDESTRIAN TRAIL PROFILE SHEET Project No./Code Creation Date: 01-08-04 Initials: JMH No Revisions: Last Modification Date: 07-16-05 Initials: SPG Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Revised: Designer: MRH Drawing File Name: R02181 PR009.DWG Detailer: JMH Void: Sheet Number 69 Acad Ver. 2000i Scale: 1 "=40' Units: ENGLISH Sheet Subset: PROFILE Subset Sheets: PR-09 of 331 C1 - 297 U E 5050 5050 z 110 Ln N W n Z r Z +0 >� r U + O It O N N Un Q Z Q W — [ U CU U) J W 100.00' Q Q Q 0 CD o o Q `n � 0 O 0) +N ' ^ Ln + (D O t � + 0 + Co � Q 0 N N Ln PT. # 8983 EXISTING N o `" n N PT. # 8984 > J W ELEV. 5041 .155 GROUND o w � w Q ELEV. 5040 693 8982 5040.298 0.596% PT # 8981 PT. # 8980 Q 1—0.600% ELEV. ELEV. 5040.236 ELEV. 5039.901 U)5040 5040(/) O o p W PT. # 8985 00 r C N w Z ELEV. 5039.831 p oo PROPOSED o 0 m 0o + rn z o ,rim GRADE Ln 0) +� OUP r"t �Ln + Nui O Ln N I \J Dmp NLn N �O Np �J >-i Q_W —J W U �— 0-6 v = w C) � a W a 80.00 � Q o o+ a_ W 150.00' > W o Ln m <t + ¢ 00 NQ o I � � (/7 Q a-Cn11w 00 r> O v r O ai 0 0 0 0 0 0 0 6 0 0 LO o O O u-> O Ln O Ln o Un O o Ln Ln 5030 5030 245+00 246+00 247+00 248+00 249+00 250+00 PT# XXXX = EXISTING ELEVATION FROM FIELD SURVEY SCALE: HOR. 1 VERT. "=40' 1'=4' ELEV. XXXX.XXX = EXISTING ELEVATION FROM AERIAL MAPPING O LTRG rI HOLT & XXXX.XX PROPOSED ELEVATION - ULLEVIG Computer File Information 0 Index of Revisions As Constructed MASON STREET/HARMONY ROAD/ SPRING CREEK BIKE/PEDESTRIAN Project No./Code Creation Date: 01-08-04 Initials: JMH Cityof Fort Collins CITY OF - F FORT COLLINS - -_ - No Revisions: TRAIL PROFILE SHEET Last Modification Date: 07-16-05 Initials: SPG Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Revised: Designer: MRH Drawing File Name: R02181 PRO 1 0.DWG Detailer: JMH Void: Sheet Number 70 Acad Ver. 2000i Scale: 1 =40 Units: ENGLISH Sheet Subset: PROFILE Subset Sheets: PR-10 of 33 C1 - 297 ti N I C.> 5050 C L C 5040cc 00 NCO W Nt W LnN Z 00') CD �—ZF Ln + � D + + K) F X CD0M TCDM NOU L,JY Ln Ln Ln Ln Ln Ln LJ J N S N S N (n S Q >LLJ� >vLLJ > Uw (n W W < (n< QJzQo (n W W :�E (f) O O Cri BIKE PEDESTRIAN BRIDGE O Q D + OVER NEW MERCER DITC o' O 0 It N O ry N ± O .� Ln Oa_ LIJ Ln cip (\ M o- PROPOSED 'n o N'� N Ln O -0.815% GRADE _ N Ln W > J �'I W U) -0.642% a-w 0 ry PT. # 8980 00 -2 070 O Li ELEV. 5039.901 Lri w 7 + o� J `0 0 = 0 O � N U �PT. # 8979 Ln o� I Lb 5 w ~ ELEV. 5037.688 + 00 +I� 80.00' > C) �I0) N PT. # 8978 N CDn o ELEV. 5035.545 Ln N n W EXISTING > Li �IW U GROUND W b 50.00 - - > + W N W Z Ln J N r` z Ln Ln 01 d N O (D N 0 o rn rn 0Cf) o O o 0 o O Ln un J-) Ln L0 Ln 5050 5040 5030 5030 250+00 251 +00 252+00 253+00 PT# XXXX ELEV. XXXX.XXX - EXISTING ELEVATION FROM FIELD SURVEY = EXISTING ELEVATION FROM AERIAL MAPPING XXXX.XX = PROPOSED ELEVATION SCALE HOR. 1 "=40' VERT. 1 ' =4 ' pFELSBURG rl HOLT & ULLEVIG Computer File Information O +� 0 Index of Revisions CITY OF FORT COLLINS _ - i _ _' LF 4 F IF - - r_ '� _ _ - � -_ - - I City of Fort Collins As Constructed MASON STREET/HARMONY ROAD/ SPRING CREEK BIKE/PEDESTRIAN TRAIL_ PROFILE SHEET Project No./Code Creation Date: 01-08-04 Initials: JMH No Revisions: Last Modification Date: 10-19-04 Initials: WJM Full Path: l:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Revised: Designer: MRH Drawing File Name: R02181 PRO 1 .DWGail Detailer: JMH Void: --j Sheet Number 7 1 Acad Ver. 2000i Scale: 1 "=40' Units: ENGLISH Sheet Subset: PROFILE Subset Sheets: PR-1 1 of 33 C1 - �97 e— U 5050 5050 N � CD N � Z Z p�rn0� OD��(n + M U - p0 Ln Ln W J z�� Q O QWUF-W -- JwQ� � CnCiJM�Cn j O _ 0 co o� O N 0 2501.00 O O O O O CY) + 0) O p > CD j I^ L J ~L.l L OO OMB O� LnO O n In OO J +00 00 +— 0 O J a- W O "'� �LL "'� N) I aw Q 0.578% U w J - - 55040 0 40 --- o 3.�2% 00 L1J O a U 0 oQ0 II w Z r z O PROPOSED o+ 4 Lq 0 n N N " O 1- +0) O p co �p GRADE N �� Nn O U- O +Q�`n O M 0.850% _ � CD� CNJ OJw U OCD + m O+ 0 >J a w O�+p N) Q r� PT. # 8973CD �- Ln > 0 0 p 0 N) a > Cn Q w ELEV. 5036.936 PT. # 8974 Q J a w 0 d cn o cn w ELEV. 5036.365 50.00' 00ELEV. w a PT. # 8975 PT. # 8977 PT. # 8976 5035.384 N + ELEV. 5034.716 VEXISTING ELEV. 5034.600 Q ON N GROUND U W Q W V) r U) O 00 O O CD 0 CD Cy) It 00 Q� 00 K) CD rq CD r�) u7 L6 rn CD CD rq N7 O Ln O Ln O Ln 0 Ln O O O L0 O O Ln Ln 5030 5030 300+00 301 +00 302+00 303+00 304+00 305+00 PT# XXXX = EXISTING ELEVATION FROM FIELD SURVEY SCALE: HOR. VERT. 1 "=40' 1 "=4' ELEV. XXXX.XXX MA = EXISTING ELEVATION FROM AERIAL MAPPING H O OLT LTRG �& XXXX.XX = PROPOSED ELEVATION ULLEVIG Computer File Information O Index of Revisions As Constructed MASON STREET/HARMONY ROAD/ SPRING CREEK BIKE/PEDESTRIAN Project No./Code Initials: JMH Creation Date: 01-08-04 CITY OF - FORT COLLINS No Revisions: TRAIL PROFILE SHEET Last Modification Date: 04-21 —04 Initials: JMH 4iil)Detailer: City of Fort Collins - F T- r !-. - Full Path: 1:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Revised: Designer: MRH Drawing File Name: R02181 PRO12.DWG JMH Void: Sheet Number 72 Acad Ver. 20001 Scale: 1 "=40' Units: ENGLISH Sheet Subset: PROFILE Subset Sheets: PR-12 of 33 C1 - 297 I r U 5050 C C C N 5040(ci L L 5030 305+00 PT# XXXX = EXISTING ELEVATION FROM FIELD SURVEY ELEV. XXXX.XXX = EXISTING ELEVATION FROM AERIAL MAPPING XXXX.XX = PROPOSED ELEVATION 306+00 307+00 SCALE 308+00 309+00 5050 D D D 9 L r)5040 5030 310+00 HOR. 1 "=40' VERT. 1'=4' FELSBURG rl HOLT & ULLEVIG Computer File Information 0 � Index of Revisions CITY OF FORT COLLINS - _ F � { i F = E f- !� ��_ F - — --- City of FCollins Y Fort As Constructed MASON STREET/HARMONY ROAD/ SPRING CREEK BIKE/PEDESTRIAN TRAIL PROFILE SHEET Project No./Code Creation Date: 01-08-04 Initials: JMH No Revisions: Last Modification Date: 04-21 —04 Initials: JMH Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Revised: Designer: MRH Drawing File Name: R02181 PRO 13.DWG Detailer: JMH Void: Sheet Number 73 Acad Ver. 2000i Scale: 1"=40' Units: ENGLISH Sheet Subset: PROFILE Subset Sheets: PR-13 of 33 C1 - 297 r'k., 4 01% Dom V 5050 5050 0 0 o� O Ln o� �o r�) Ln 0 >d 0 0 0 + 350.00' + LC) 0 o r1q PT. # 8968 PT. # 8967 Ln o_ ELEV. 5042.21 1 ELEV. 5041.344 + U) o Q N o PROPOSED rn Q o `n GRADE — -- - - -- ---------— - --- N + cn 5 0 4 0 5 0 4 0 (� -- -- ----- __ o -- a_ w Q w a ! w� w z r- r PT. # 8964 z O+ o i PT. # 8966 ELEV. 5037.575 J _ O Ln ELEV. 5038.425 U > J PT. # 8965 U 150.00' a_ w ELEV. 5037.109 O Q o on cD EXISTING GROUND t o PT. # 8963 ELEV. 5034.794 i J a w O r- cD 00 N Go in in O O O co O co O O r r O O O O 5030 5030 310+00 31 1 +00 312+00 313+00 314+00 31 5+00 PT# XXXX - EXISTING ELEVATION FROM FIELD SURVEY SCALE: HOR. 1 "=40' VERT. 1 "=4' ELEV. XXXX.XXX PA FELSBURG = EXISTING ELEVATION FROM AERIAL MAPPING rIHOLT & XXXX.XX = PROPOSED ELEVATION ULLEVIG U Computer File Information C= Index of Revisions As Constructed MASON STREET/HARMONY ROAD/ SPRING CREEK BIKE/PEDESTRIAN Project No./Code Initials: JMH Creation Date: 01-08-04 CITY OF - FORT - COLLINS No Revisions: TRAIL PROFILE SHEET Last Modification Date: 04-21-04 Initials: JMH 0 City of Fort Collins _ 1 1 — r. ' — Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Revised: Designer: MRH Drawing File Name: R02181 PRO 14.DWG Detailer: JMH Void: Sheet Number 74 Acad Ver. 2000i Scale: 1 "=40' Units: ENGLISH Sheet Subset: PROFILE Subset Sheets: PR-14 of 33 C1 - 297 I 611XII C Iv 5040c) L L C s 5030 315+00 PT# XXXX = EXISTING ELEVATION FROM FIELD SURVEY ELEV. XXXX.XXX = EXISTING ELEVATION FROM AERIAL MAPPING XXXX.XX = PROPOSED ELEVATION Computer File Information Creation Date: 01 —08-04 Initials: JMH Last Modification Date: 04-21 —04 Initials: JMH Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Drawing File Name: R02181 PRO15.DWG Acad Ver. 2000i Scale: 1 "=40' Units: ENGLISH 316+00 317+00 318+00 319+00 ndex of Revisions SCALE: HOR. VERT City of Fort Collins 1 "=40' 1 "=4' CITY OF FORT COLLINS H I F= -F - F -FT -I As Constructed MASON STREET/HARMONY ROAD SPRING CREEK BIKE/PEDESTRIA No Revisions: TRAIL PROFILE SHEET Revised: Designer: MRH Detailer: JMH Void: Sheet Subset: PROFILE Subset Sheets: PR-15 5050 t r)5040 5030 320+00 PFELSBURG rIHOLT & ULLEVIG Project No./Code of 33 1 Sheet Number 75 C1 - 297 r- C.10 5050 5050 0 150.00' 0 O O O 0 L IN +O N N O o O � O u0 L N Q U a_ w + 5 0 40 (n o — 0) I00 - ---- W w og �r w z o� or z — N N O n PR POSED _ U� plW GR DE _ U a- LLI PT. # 8957 U 5035.979 QELEV. PT. # 8958 ELEV. 5035.921 d- N O PT. 8954 0.59990 0.600% 0 0 ELEV. 5035.241 PT. # 8953 0 + rn + ELEV. 5034.783 N Ln N o LO EXISTING GROUND + Ln CDN o+ 0 150.00' a_ - - - w o Z O M O cc r•7 in j J O 00 O O O N O N O O O h (6 r7 w Q 6 Cn ro a. W Un c0 c0 c0 1 c0 rn Ln Ln rn O Ln O to O n O Un O � O �n O � to o Ln O O Ln Ln5030 5030 320+00 321 +00 322+00 323+00 324+00 325+00 PT# XXXX - EXISTING ELEVATION FROM FIELD ELEV. XXXX.XXX SURVEY SCALE: HOR. 1 "=40' VERT. 1 ' =4 = EXISTING ELEVATION FROM AERIAL MAPPING O LTRG rI HOLT & XXXX.XX PROPOSED ELEVATION — ULLEVIG Computer File Information O Index of Revisions As Constructed MASON STREET/HARMONY ROAD/ SPRING CREEK BIKE/PEDESTRIAN Project No./Code Creation Date: 01-08-04 Initials: JMH City of Fort Collins CITY OF - FORT COLLINS — — No Revisions: TRAIL PROFILE SHEET Last Modification Date: 04-21 —04 Initials: JMH Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Revised: Designer: MRH Drawing File Name: R02181 PRO 1 6.DWG Detailer: JMH Void: Sheet Number 76 Acad Ver. 20001 Scale: 1 "=40' Units: ENGLISH Sheet Subset: PROFILE Subset Sheets: PR-1 6 of 33 C1 - 297 ti a N 1 rr V 5050 0 0 Ln N ro Q 5040c/-) EXISTING GROUND --0.599% PT. # 8953 ELEV. 5034.783 00 O Ln 5030 �---- 325+00 0) Lo z (7) — Z F- � itj O c/) +r7�_-X c0 O O JI J n W N 1Q r7 � =?< QLLLJO�� �JJ:2UI Q a - ib. U a 0 0 Ln 0 0 0 � O O � O U N N + (N � 0 00 + I- (D rr) + L6 CD r') 0 J ro O O � 0 IN0 O �,w Ur) 0 N�'Ln 5� J J �''w Q C/) OJ J 0% 1.g867LI-00 J CURB RAMP ,n', 0 z PT. # 8952 r- ~ J ELEV. 5034.217 0") o O 0 (0 -PROPOSED o - + Q GRADE O N IN o � _ + v rr) Ln m 'tN 0 LF) > J Q _0 � r7 Ln (I- J O B _ Un r7 > J n O Oa- J O Ln Ln + PT# XXXX = EXISTING ELEVATION FROM FIELD SURVEY ELEV. XXXX.XXX = EXISTING ELEVATION FROM AERIAL MAPPING XXXX.XX = PROPOSED ELEVATION Computer Creation Date: Last Modification Date: Full Path: I:\02181\Acad Drawing File Name: Acod Ver. 2000i File Information 01 —08-04 Initials: JMH 04-21 —04 Initials: JMH nal Trail Design\HarmonyNorth\Sheet R02181 PRO 17.DWG Scale: 1 "=40Units: ENGLISH 326+00 Index of Revisions 5050 5040 5030 327+00 SCALE City of Fort Collins HOR. 1 "=40' VERT. 1 =4' FELSBURG P.A & ULLEVIG CITY OF FORT COLLINS _ I L -L L - - --_ As Constructed MASON STREET/HARMONY ROAD/ SPRING CREEK BIKE/PEDESTRIAN No Revisions: TRAIL PROFILE SHEET Revised: Designer: MRH Detailer: J M H Void: Sheet Subset: PROFILE Subset Sheets: PR-17 of Project No./Code 331 Sheet Number 77 C1 - 297 w 504, 0 CURB RAMF 5031 502 400+00 PT# XXXX = EXISTING ELEVATION FROM FIELD SURVEY ELEV. XXXX.XXX = EXISTING ELEVATION FROM AERIAL MAPPING XXXX.XX = PROPOSED ELEVATION Computer File Information Creation Date: 01 —08-04 Initials: JMH Last Modification Date: 04-21 —04 Initials: JMH Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Drawing File Name: R02181 PRO 18.DWG Acad Ver. 20001 Scale: 1 "=40' Units: ENGLISH 401 +00 ndex of Revisions 402+00 SCALE: HOR. 1 "=40' VERT. 1 "=4' City of Fort Collins 403+00 CITY OF FORT COLLINS 1 -1 _LC _-L C' - 404+00 As Constructed MASON STREET/HARMONY ROAD/ SPRING CREEK BIKE/PEDESTRIAN No Revisions: TRAIL PROFILE SHEET Revised: Designer: MRH Detailer: J M H Void: Sheet Subset: PROFILE Subset Sheets: PR-18 of D D 7 D t L r)5030 5020 405+00 NIAFELSBURG rHOLT & ULLEVIG Project No./Code 331 Sheet Number C1 - 297 ON R 14.42' 4.42' 10 VARIES 2' 3' >30' HCL O w Y EXISTING 2' 2.58' J o BAY FARM PATCH � TRAIL FENCE c:�,i ROAD (SEE DETAIL) (PRIVATE) PROFILE GRADE 6" CONCRETE LINE (PGL) TO BIKEWAY ** TO MATCH EXISTING MPS PAVEMENT GRADE PRIES 2% SCARIFIED & RECOMPACTED POSS (TYPICAL) SAWCUT LINE SUBGRADE 6" AGGREGATE BASE ABC CLASS 6) CRUSHED ROCK ( COURSE (CLASS 6) (A 4" HOT BITUMINOUS PAVEMENT BIKE/PEDESTRIAN TRAIL (PATCH ING)(ASPHALT) LOOKING NORTH DRIVE —OVER CURB & GUTTER PER SECTION 4 LARIMER COUNTY URBAN AREA STREET STANDARDS REFER TO STANDARD DRAWING 702 FOR DETAILS. DRAKE TO SPRING CREEK STA. 508+00.00 TO STA. 509+40.00 STA. 51 1 +20.50 TO STA. 51 2+70.50 I Computer File Information Creation Date: 02-04-04 Initials: JMH Last Modification Date: 04-19-04 Initials: JMH Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Drawing File Name: R021 81 TYP03.dwg Acad Ver. 2000i Scale: Units: ENGLISH V IiVIVI.iI\LIL Ulf\LYV/'11 SCARIFIED & RECOMPACTED * TRANSITION TO MATCH SUBGRADE EXISTING BRIDGE AND MASON TRAIL REST AREA CONNECTION LOOKING EAST STA. 30+37.23 TO STA. 31 +42.13 ndex of Revisions NOTES: 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. City of Fort Collins CITY OF FORT COLLINS I I __L[ A - F li'I Fl _Lii . 'PICAL) SCARIFIED & IT\_..^I RECOMPACTED SUBGRADE * TRANSITION TO MATCH PEDESTRIAN BRIDGE 1 TROUTMAN CONNECTION LOOKING EAST STA. 10+65.00 TO STA. 1 1 +34.37 8' 1, HCL U (� w 4' 4' w m r -r- —1 m SCARIFIED & RECOMPACTED SUBGRADE 111" 'TYPICAL) * TRANSITION TO MATCH MASON TRAIL SIDEWALK CONNECTION LOOKING EAST STA. 40+08.46 TO STA. 41 +04.53 As Constructed No Revisions: Revised: Void: MASON STREET/HARMONY ROAD SPRING CREEK BIKE/PEDESTRIA TYPICAL SECTION Designer: M RH Detailer: JMH PFELSBURG rIHOLT & ULLEVIG Project No./Code Sheet Subset: TYPICAL Subset Sheets: TY-2 of 21 Sheet Number C1 - 297 Ob lV I 5040 C C Ll C 50300 Li L C 5020 405+00 PT# XXXX = EXISTING ELEVATION FROM FIELD SURVEY ELEV. XXXX.XXX = EXISTING ELEVATION FROM AERIAL MAPPING XXXX.XX = PROPOSED ELEVATION Computer Creation Date: Last Modification Date: Full Path: 1:\02181\Ac Drawing File Name: Acad Ver. 2000i File Information 01 —08-04 Initials: JMH 04-21 —04 Initials: JMH inal Trail Design\HarmonyNorth\Sheet R02181 PRO 19.DWG Scale: 1 "-40Units: ENGLISH 406+00 ndex of Revisions 407+00 SCALE City of Fort Collins 408+00 409+00 5040 R Z o503O 5020 410+00 HOR. 1 "=40' VERT. 1 "=4' Rod FELSBiTRG rIHOLT & ULLEVIG CITY OF FORT COLLINS I1 1---I ---_C- C- �- F1 I I As Constructed No Revisions: Revised: Void: MASON STREET/HARMONY ROAD/ SPRING CREEK BIKE/PEDESTRIAN TRAIL PROFILE SHEET Designer: MRH Project No./Code Detailer: J M H Sheet Subset: PROFILE Subset Sheets: PR-19 of 33 Sheet Number C1 - 79 297 ON N • ej C C C NZ 5030() LJ L 5020 • 6Z6 PT# XXXX = EXISTING ELEVATION FROM FIELD SURVEY ELEV. XXXX.XXX = EXISTING ELEVATION FROM AERIAL MAPPING XXXX.XX = PROPOSED ELEVATION 41 1 +00 412+00 SCALE 413+00 414+00 5040 :7 L r)5030 5020 41 5+00 HOR. 1 "=40' VERT. 1 =4 FELSBURG rIHOLT & ULLEVIG Computer File Information 0 Index of Revisions _ CITY of FORT COLLINS - -{ _1 F -< -, - — Cityof Fort Collins As Constructed MASON STREET/HARMONY ROAD/ SPRING CREEK BIKE/PEDESTRIAN TRAIL PROFILE SHEET Project No./Code Creation Date: 01-08-04 Initials: JMH No Revisions: Last Modification Date: 04-21 —04 Initials: JMH Full Path: I: 02181 Acad Final Trail Desi n Harmon North Sheet 9 Y Revised: Designer: MRH 9 Drawing File Name: R02181 PR020.DWG Detailer: JMH Void: Sheet Number 80 Acad Ver. 20001 Scale: 1 "=40' Units: ENGLISH Sheet Subset: PROFILE Subset Sheets: PR-20 of 33 C1 - 297 I V 5040 5030C L_ L C F- 5020 415+00 PT# XXXX = EXISTING ELEVATION FROM FIELD SURVEY ELEV. XXXX.XXX = EXISTING ELEVATION FROM AERIAL MAPPING XXXX.XX = PROPOSED ELEVATION Computer Creation Date: Last Modification Date: Full Path: I:\02181\A( Drawing File Name: Acad Ver. 2000i File Information 01 —08-04 Initials: JMH 10-19-04 Initials: WJM 0 id\Final Trail Design\HarmonyNorth\Sheet 0 R02181PR021.DWG Scale: 1 `40' Units: ENGLISH 41 6+00 ndex of Revisions 41 7+00 SCALE City of Fort Collins 418+00 419+00 5040 D k t L ,)5030 5020 42U+00 HOR. 1 "=40' VERT. 1 =4 FELSBURG P.A & ULLEVIG CITY OF FORT COLLINS As Constructed No Revisions: Revised: ►.. MASON STREET/HARMONY ROAD/ SPRING CREEK BIKE/PEDESTRIAN TRAIL PROFILE SHEET Designer: MRH Project No./Code Detailer: JMH Sheet Subset: PROFILE Subset Sheets: PR-21 of 331 Sheet Number 297 i 5040 C C C c 5030() L L C 5020 420+00 421 +00 422+00 423+00 424+00 425+00 PT# XXXX = EXISTING ELEVATION FROM FIELD SURVEY ELEV. XXXX.XXX = EXISTING ELEVATION FROM AERIAL MAPPING XXXX.XX = PROPOSED ELEVATION Computer Creation Date: Last Modification Date: Full Path: I:\02181\Ac Drawing File Name: Acad Ver. 2000i File Information 01 —08-04 Initials: JMH 04-21 —04 Initials: JMH Final Trail Design\HarmonyNorth\Sheet R02181PR022.DWG Scale: 1 "=40Units: ENGLISH ndex of Revisions SCALE City of Fort Collins /j 5030 5020 HOR. 1 "=40' VERT. 1 =4 FELSBURG r1HOLT & ULLEVIG CITY OF FORT COLLINS As Constructed MASON STREET/HARMONY ROAD SPRING CREEK BIKE/PEDESTRIA No Revisions: TRAIL PROFILE SHEET Revised: Designer: M RH Detailer: JMH Void: Sheet Subset: PROFILE Subset Sheets: PR-22 Project No./Code of 33 1 Sheet Number • C1 - 297 5030 5020 5010 5000 500+00 = EXISTING ELEVATION FROM FIELD SURVEY 501 +00 502+00 SCALE 503+00 504+00 5030 5020 D D D t t 5010 5000 HOR. 1 "=40' VERT. 1 "=4' 01 FELSBURG rIHOLT & ULLEVIG Computer File Information 0 O Index of Revisions CITY of FORT COLLINS - - F - F - — _ i —_ -- City of Fort Collins As Constructed MASON STREET/HARMONY ROAD/ SPRING CREEK BIKE/PEDESTRIAN TRAIL PROFILE SHEET Project No./Code Creation Date: 01-08-04 Initials: JMH No Revisions: Last Modification Date: 02-02-04 Initials: JMH Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Revised: Designer: MRH Drawing File Name: R02181 PR023.DWG Detailer: JMH Void: Sheet Number 83 Acad Ver. 2000i Scale: 1 "=40' Units: ENGLISH Sheet Subset: PROFILE Subset Sheets: PR-23 of 33 C1 - 297 O� N 5030 5030 EXISTING GROUND — PROFILE GRADE LINE TO MATCH EXISTING PAVEMENT GRADE e. 5020 5020 -- 00 e. Q O m O + of + Ln O O �+ W Ln 0 0 o En ^ L( , 0- 0 Q a- €~n Q U z z � U U Q Q 5 010 - - - - --- - - - - -- - - ---- - - -- -- - - - -- - 5 010 5000 5000 505+00 506+00 507+00 508+00 509+00 510+00 SCALE: HOR. 1 "=40' VERT. 1 "=4' = EXISTING ELEVATION FROM FIELD SURVEY FELSBURG HOLT & ULLEVIG Computer File Information C= Index of Revisions As Constructed MASON STREET/HARMONY ROAD/ SPRING CREEK BIKE/PEDESTRIAN Project No./Code Creation Date: 01-08-04 Initials: JMH � 0 0 CITY of FORT COLLINS � F -: �_ - — -- City of Fort Collins No Revisions: TRAIL PROFILE SHEET Last Modification Date: 02-02-04 Initials: JWW Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Revised: Designer: MRH Drawing File Name: R02181 PR024.DWG Detailer: JMH Void: Sheet Number 84 Acad Ver. 20001 Scale: 1 "=40' Units: ENGLISH Sheet Subset: PROFILE Subset Sheets: PR-24 of 33 C1 - 297 06 W I 5030 5020 C C 5010 5000 510+00 = EXISTING ELEVATION FROM FIELD SURVEY Computer Creation Date: Last Modification Date: Full Path: I:\02181\Ac Drawing File Name: Acad Ver. 2000i File Information 01 —08-04 Initials: JMH 02-02-04 Initials: JMH nal Trail Design\HarmonyNorth\Sheet R02181 PR025.DWG Scale: 1 =40 Units: ENGLISH 51 1 +00 512+00 513+00 514+00 SCALE: HOR. 1 "=40' VERT. 1 "=4' Index of Revisions City of Fort Collins CITY OF FORT COLLINS - - -{ LLr 'r r - L I - As Constructed MASON STREET/HARMONY ROAD/ SPRING CREEK BIKE/PEDESTRIAN No Revisions: TRAIL PROFILE SHEET Revised: -Designer: MRH 5030 5020 D L f L 5010 5000 515+00 PFELSBURG rIHOLT & ULLEVIG Project No./Code Detailer: JMH Void: Sheet Subset: PROFILE I Subset Sheets: PR-25 of 33 Sheet Number M • C1 - 297 r— 5030 5020 c c T C L 7 ti 5010 5000 515+00 = EXISTING ELEVATION FROM FIELD SURVEY Ccm Creation Date: uter File Information Last Modification Date Full Path: I:\02181 \A Drawing File Name: Acad Ver. 20001 01 —08-04 Initials: JMH 0 02-02-04 Initials: JMH ad\Final Trail Design\HarmonyNorth\Sheet R02181 PR026.DWG Scale: 1 "=40' Units: ENGLISH 51 6+00 ndex of Revisions 517+00 SCALE City of Fort Collins 518+00 519+00 5030 5020 D D 7 I r L 5010 5000 520+00 HOR. 1 "=40' VERT. 1 =4 FELSBURG 0"Al & ULLEVIG CITY OF FORT COLLINS As Constructed MASON STREET/HARMONY ROAD/ SPRING CREEK BIKE/PEDESTRIAN No Revisions: TRAIL PROFILE SHEET Revised: Designer: MRH Detailer: J M H Void: Sheet Subset: PROFILE Subset Sheets: PR-26 of Project No./Code 331 Sheet Number WS C1 - 297 O� N I WE 5030 5020 C C C C u 1 PE 5010 5000 520+00 = EXISTING ELEVATION FROM FIELD SURVEY 521 +00 522+00 523+00 524+00 SCALE: HOR. 1 "=40' VERT. 1 "=4' 5030 5020 D D 7 L 7 t ■ L 5010 5000 525+00 PFELSBURG r' HOLT & ULLEVIG Computer File Information 0 0 Index of Revisions CITY OF FORT COLLINS I- _. d -LC - - F F i — - City of Fort Collins, As Constructed MASON STREET/HARMONY ROAD/ SPRING CREEK BIKE/PEDESTRIAN TRAIL PROFILE SHEET Project No./Code Creation Date: 01-08-04 Initials: JMH No Revisions: Last Modification Date: 02-02-04 Initials: JMH Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Revised: Designer: MRH Drawing File Name: R02181 PR027.DWG Detailer: JMH Sheet Number 87 Acad Ver. 2000i Scale: 1 "=40' Units: ENGLISHVoid: Sheet Subset: PROFILE Subset Sheets: PR-27 of 33 C1 - 297 ti Ch N r- V 5030 5030 -- 5020 5020 O O O O + EXISTING GROUND — PROFILE + Ln GRADE LINE TO MATCH O N EXISTING PAVEMENT GRADE rq LC} Q Q Cn W LiJ z z = z+ _ U JN U Q a- �, w �— Q �Q <I_ :E 5010 5010 I n_ Q o- m a- U O W LQ V) Lr) 000 a- + O Co a_ N a_ Lc) 5000 5000 525+00 526+00 527+00 528+00 529+00 530+00 SCALE: HOR. 1 "=40' VERT. 1 "=4' IN ELSBURG = EXISTING ELEVATION FROM FIELD SURVEY �VOLT& ULLEVIG Computer File Information � Index of Revisions As Constructed MASON STREET/HARMONY ROAD/ SPRING CREEK BIKE/PEDESTRIAN Project No./Code Creation Date: 01-08-04 Initials: JMH +� � O CITY OF FORT COLLINS - _i_r__ -r r_ - - F _ _ _- __ 6iil -- - City of Fort Collins No Revisions: TRAIL PROFILE SHEET Last Modification Date: 02-02-04 Initials: JMH Full Path: I: 02181 Acad Final Trail Desi n Harmon North Sheet � � � 9 � Y � Revised: Designer: MRH g Drawing File Name: R02181 PR028.DWG Detailer: JMH Void: Sheet Number 88 Acad Ver. 20001 Scale: 1 "=40' Units: ENGLISH Sheet Subset: PROFILE Subset Sheets: PR —28 of 33 G1 - 297 s 7' - MINIMUM LONG PO`. Computer File Information Creation Date: 08-22-03 Initials: JWW Last Modification Date: 04-19-04 Initials: JMH Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Drawing File Name: R02181 TYP02.dwg Acad Ver. 2000i Scale: Units: ENGLISH TRAIL FENCE (TYPICAL) ndex of Revisions 'OST 3" r� JCRETE FOOTING NOTES: 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 INCH BY 4 INCH OPENINGS. STAPLES SHALL BE 1 1 /2 INCHES LONG, NO. 9 GALVANIZED. 3. TRAIL FENCE SHALL BE PAID FOR AS ITEM 607- FENCE COMBINATION WITH TREATED WOOD POST. ALL COSTS TO INSTALL THE FENCE AS SHOWN, INCLUDING POST, RAILING, FABRIC, BRACING, AND FOOTINGS SHALL BE INCLUDED IN THIS COST. 4. ALL END POSTS SHALL BE BRACED TO THE NEXT LINE POST. 5. WHEN THE TRAIL IS LOCATED OUTSIDE THE BNSF RAILROAD RIGHT-OF-WAY, THE TRAIL FENCE SHALL BE PLACED ALONG THE RAILROAD R.O.W. WHEN THE TRAIL IS LOCATED WITHIN THE RAILROAD R.O.W., THE TRAIL FENCE SHALL BE PLACED A MINIMUM OF 30' FROM THE CENTER OF TRACK. SEE THE TRAIL PLANS FOR FENCE LOCATIONS. City of Fort Collins CITY OF FORT COLLINS L r 6" DIA. POST MAXIMUM GAP BETWEEN POST AND RAILING SHALL BE LIMITED TO 4" PEDESTRIAN RAILING a +I 0 I TOP OF WALL FINISHED GRADE END OF ABUTMENT TYP. WINGWALL OR i END RETAINING WALL POST TRAIL FENCE INTERSECTION WITH PEDESTRIAN RAILING AT STRUCTURES (SEE BRIDGE DRAWINGS FOR RAILING DETAILS) As Constructed No Revisions: Revised: Void: MASON STREET/HARMONY ROAD/ SPRING CREEK BIKE/PEDESTRIAN FENCE DETAIL INFELSBURG rl HOLT & ULLEVIG Project No./Code Designer: SPG Detailer: JWW Sheet Subset: DETAIL Subset Sheets: FD-01 of 1 Sheet Number c1 - 227 9 9- 5010 5000 C C C r4 Is ■ 61 ■ 4990 4980 530+00 = EXISTING ELEVATION FROM FIELD SURVEY 531 +00 532+00 SCALE 533+00 534+00 5010 5000 In Lon; W 535+00 HOR. 1 "=40' VERT. 1 "=4' IN FELSBURG IHOLT & ULLEVIG Computer File Information +� Index of Revisions _ CITY OF FORT COLLINS _ Li - - - - City of Fort Collins - As Constructed MASON STREET/HARMONY ROAD/ SPRING CREEK BIKE/PEDESTRIAN TRAIL PROFILE SHEET Project No./Code Creation Date: 01-08-04 Initials: JMH No Revisions: Last Modification Date: 02-02-04 Initials: JMH Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Revised: Designer: MRH Drawing File Name: R02181 PR029.DWG Detailer: JMH Void: Sheet Number 89 Acad Ver. 2000i Scale: 1 "=40' Units: ENGLISH Sheet Subset: PROFILE Subset Sheets: PR-29 of 33 e1 - 297 I`. O► N i e-h U = EXISTING ELEVATION FROM AERIAL MAPPING XXXX.XX = PROPOSED ELEVATION Computer File Information Creation Date: 01 —1 4-04 Initials: JWW Last Modification Date: 02-03-04 Initials: JMH Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Drawing File Name: R02181 PR030.DWG Acad Ver. 2000i Scale: 1 "=40' Units: ENGLISH 5050 5040 5030 10+00 ndex of Revisions 1 1 +00 TROUTMAN CONNECTION AT APPROX. STA. 218+00 SCALE: HOR. 1 "=40' VERT. 1 "=4' City of Fort Collins 12+00 CITY OF FORT COLLINS -T { As Constructed No Revisions: Revised: Void: 5050 5040 5030 13+00 MASON STREET/HARMONY ROAD/ SPRING CREEK BIKE/PEDESTRIAN TRAIL PROFILE SHEET Designer: MRH Detailer: JWW pFELSBURG r1HOLT & ULLEVIG Project No./Code Sheet Subset: PROFILE I Subset Sheets: PR-30 of 3,31 Sheet Number M LZ a N Computer File Information Creation Date: 01 —1 4-04 Initials: JWW Last Modification Date: 01 —14-04 Initials: JWW Full Path: I:\02181\Acod\Final Trail Design\HarmonyNorth\Sheet Drawing File Name: R02181 PR031 .DWG Acad Ver. 2000i Scale: 1 "=40' Units: ENGLISH ndex of Revisions 5050 a- W a- J W � J U � U X O X N m p m W = r C _ + CD--- Q � N 0 +I 1 :2 z O Q oo +I (n (D r7 �O U O NLC C + p O I- + Q— �0 N CDOW U) ZO Q 0 O Ln � -i 1.000� cnw a-Mw CURB RAMP 5040 EXISTING GROUND N r� CC � O CY) N N + + O O 00 IL W a_ W 5030 20+00 MASON TRAIL BOX CULVERT 1 AT DRAINAGE DI CINEMA CONNECTION AT APPROX. STA. 247+00 SCALE: HOR. 1 "=40' VERT. 1 "=4' City of Fort Collins 5050 5030 21 +00 CITY OF FORT COLLINS i As Constructed No Revisions: Revised: Vold: MASON STREET/HARMONY ROAD SPRING CREEK BIKE/PEDESTRIA TRAIL PROFILE SHEET Designer: MRH Detailer: JWW 01 FELSBURG rIHOLT & ULLEVIG Project No./Code Sheet Subset: PROFILE Subset Sheets: PR-31 of 33 Sheet Number 91 v - 297 a W- 50a.0 5040 5030 30+00 = EXISTING ELEVATION FROM FIELD SURVEY XXXX.XX = PROPOSED ELEVATION 31 +00 T AREA CONNECTION AT APPROX. STA. 302+00 SCALE: HOR. 1 "=40' VERT. 1 "=4' 10��� 00 • 5030 32+00 MIAFELSBURG rHOLT & ULLEVIG Computer File Information 0 0 O Index of Revisions _ _ CITY OF FORT COLLINS - - F -- City of Fort Collins As Constructed MASON STREET/HARMONY ROAD/ SPRING CREEK BIKE/PEDESTRIAN TRAIL PROFILE SHEET Project No./Code Creation Date: 01-14-04 Initials: JWW No Revisions: Last Modification Date: 02-03-04 Initials: JMH Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Revised: Designer: MRH Drawing File Nome: R02181 PR032.DWG Detailer: JWW Void: Sheet Number 92 Acad Ver. 2000i Scale: 1 "=40' Units: ENGLISH Sheet Subset: PROFILE Subset Sheets: PR-32 of 33 C1 - 297 O� N I rr U •04 5030 J CD 50.00'00 o �JQ6+1 CO Q O � + N Q 0 006 0--000 Cn I- + t + o n00 0nL0 fir` 00 �Zrr)O co `n EXISTING +a, oq rn �� o - 0 + r) 00 > j Q Q J MASON TRAIL GROUND ,n oo emu-, a_w cnw Ln d W J Q J a_ W 2.0009' J w 1 848% 0.41$% CD cD -� C6�� o�L + �, o �, O 0= ' ��UJ +r7 Q O O O O W D n n 0 _I r N a_ W + + o Q O PROPOSED `r GRADE > > a_ w o 25.00' 00 _ Ln N O� O O O LO LO 40+00 = EXISTING ELEVATION FROM AERIAL MAPPING XXXX.XX = PROPOSED ELEVATION 41 +00 SIDEWALK AT APPROX. STA. 308+00 SCALE: HOR. 1 "=40' VERT. 1 "=4' 42+00 5050 5040 5030 43+00 PFELSBURG rIHOLT & ULLEVIG Computer File Information 0 0 O Index of Revisions CITY OF FORT COLLINS _ H F -I f _ - F — -- City of Fort Collins As Constructed MASON STREET/HARMONY ROAD/ SPRING CREEK BIKE/PEDESTRIAN TRAIL PROFILE SHEET Project No./Code Creation Date: 01-14-04 Initials: JWW No Revisions: Last Modification Date: 02-03-04 Initials: JMH Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Revised: Designer: MRH Drawing File Name: R02181 PR033.DWG Detailer: JWW Void: Sheet Number 93 Acad Ver. 2000i Scale: 1 "=40' Units: ENGLISH Sheet Subset: PROFILE Subset Sheets: PR-33 of 33 C1 - Z7l r C.� [7i17i= 5040 5030 ' -50 Area Cut 12.93 Area Fill 0.00 5050 5040 5030 ' -50 Area Cut 4.18 Area Fill 0.13 0 201 +00 0 200+50 5050 5040 5030 50 Volume Cut 15.84 Volume Fill 0.12 5050 5040 5030 50 Volume Cut 6.52 Volume Fill 0.11 5050 5040 5030 -50 Area Cut 9.00 Area Fill 1.12 1Yi1671iM 1601 IM 5030 L -50 Area Cut Area Fill 7.64 0.45 0 202+50 0 202+00 5050 5040 ' 5030 50 Volume Cut : 15.40 Volume Fill : 1.45 5050 5040 ' 5030 50 Volume Cut : 15.87 Volume Fill : 0.48 5050 5040 5030 L -50 Area Cut 17.99 Area Fill 0.58 5050 5040 5030 L -50 Area Cut 20.09 Area Fill 0.23 0 204+00 0 203+50 M7Z6b161 5040 5030 50 Volume Cut : 35.26 Volume Fill : 0.75 5050 5040 ' 5030 50 Volume Cut : 32.56 Volume Fill : 0.58 5050 5050 5050 5050 5050 5050 5040 5040 5040 5040 5040 5040 5030 5030 5030 5030 -50 0 50 -50 0 50 -50 0 50 Area Cut 6.11 200+ 16 Volume Cut 0.00 Area Cut 9.49 201 +50 Volume Cut 20.76 Area Cut 15.07 203+00 Volume Cut 22.29 Area Fill 0.05 Volume Fill 0.00 Area Fill 0.07 Volume Fill 0.07 Area Fill 0.40 Volume Fill 1.41 PFELSBURG �IHOLT & ULLEVIG Computer File Information Index of Revisions _ As Constructed MASON STREET/HARMONY ROAD/ Project No./Code Creation Date: 01-26-04 Initials: JMH O CITY OF FORT COLLINS SPRING CREEK BIKE/PEDESTRIAN Last Modification Date: 01-26-04 Initials: JMH r F No Revisions: CROSS SECTIONS Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet L I - Revised: Designer: MRH Drawing File Name: Xsection.dwg City of Fort Collins Detailer: JMH Acad Void: Ver. 20001 Scale: 1"=20' Units: ENGLISH Sheet Subset: XSECTION Subset Sheets: XS-1 of 34 Sheet Number 94 C1 - 297 61i1Yi= HIM 5030 -50 Area Cut 6.43 Area Fill 1.52 5050 5040 5030 -50 Area Cut 8.96 Area Fill 3.29 5050 5040 5030 �- -50 Area Cut 12.39 Area Fill 2.86 0 205+50 0 205+00 0 204+50 5050 t.'iiII�] 5030 50 Volume Cut : 14.25 Volume Fill : 4.45 5050 5040 5030 50 Volume Cut : 19.77 Volume Fill : 5.69 5050 5040 5030 50 Volume Cut : 28.13 Volume Fill : 3.19 5050 5040 5030 L -50 Area Cut 38.60 Area Fill 0.21 5060 5050 5040 5030 �- -50 Area Cut 93.54 Area Fill 0.05 5050 6710Z11= 5030 -50 Area Cut 31.9 7 Area Fill 0.47 0 207+00 0 206+50 0 206+00 5050 5040 5030 50 Volume Cut 122.35 Volume Fill 0.24 5060 5050 5040 5030 50 Volume Cut : 116.22 Volume Fill : 0.48 5050 5030 50 Volume Cut : 35.56 Volume Fill : 1.84 5050 5040 5030 -50 Area Cut 26.85 Area Fill 0.03 5050 5040 5030 L- -50 Area Cut 22.29 Area Fill 0.87 5050 5040 5030 �- -50 Area Cut 30.45 Area Fill 0.87 0 208+50 0 208+00 0 207+50 5050 5040 5030 50 Volume Cut : 45.50 Volume Fill : 0.83 5050 5030 50 Volume Cut 48.83 Volume Fill 1.61 5050 5040 5030 50 Volume Cut : 63.93 Volume Fill : 1.00 PFELSBURG �� HOLT & ULLEVIG Computer File Information O 0 0 0 O Index of Revisions _ _ CITY OF FORT COLLINS F Fli - - -- - City of Fort Collins As Constructed MASON STREET/HARMONY ROAD SPRING CREEK BIKE/PEDESTRIAN CROSS SECTIONS Project No./Code Creation Date: 01-20-04 Initials: JMH No Revisions: Last Modification Date: 01-20-04 Initials: JMH Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Revised: Designer: MRH Drawing File Name: Xsection.clwg Detailer: JMH Void: Sheet Number 95 Acad Ver. 20001 Scale: 1 "=20' Units: ENGLISH Sheet Subset: XSECTION Subset Sheets: XS-2 of 34 C1 O► N 1 C> 5050 5040 5030 L -50 Area Cut 9.25 Area Fill 0.23 5050 5040 5030 -50 Area Out 11.10 Area Fill 0.24 5050 5040 0 210+00 0 209+50 l.7i�7i7 5040 5030 50 Volume Cut 18.84 Volume Fill 0.43 5050 5040 ' 5030 50 Volume Cut 34.34 Volume Fill 0.22 5050 5050 5040 5030 -50 Area Cut 4.70 Area Fill 0.40 5050 5040 5030 -50 Area Cut 5.46 Area Fill 0.34 5050 5040 0 211+50 0 21 1 +00 IIIIIIIIIIIIIIIIIIIR01i17i1 M70 O 5030 50 Volume Cut 9.41 Volume Fill 0.69 5050 5040 5030 50 Volume Cut 12.20 Volume Fill 0.41 5050 5040 5050 5040 -_'F -- -F-III -- __F,-, T�-I-� 5030 -50 Area Cut 12.73 Area Fill 0.00 5050 5040 5030 -50 Area Cut 8.90 Area Fill 0.05 5050 0 213+00 0 212+50 5050 5040 5030 50 Volume Cut 20.02 Volume Fill 0.05 5050 5030 50 Volume Cut 13.36 Volume Fill 0.30 5050 5040 5030 1 1 1 5030 5030 ' ' 5030 5030 ' ' 5030 -50 0 50 -50 0 50 -50 0 50 Area Cut 25.99 209+00 Volume Cut 48.93 Area Cut 7.72 210+50 Volume Cut : 15.71 Area Cut 5.53 212+00 Volume Cut 9.48 Area Fill 0.00 Volume Fill 0.03 Area Fill 0.11 Volume Fill : 0.31 Area Fill 0.27 Volume Fill 0.62 PFELSBURG �IHOLT & ULLEVIG Computer File Information Index of Revisions _ As Constructed MASON STREET/HARMONY ROAD/ Project No./Code Creation Date: 01-20-04 Initials: JMH 0 CITY OF FORT COLLINS SPRING CREEK BIKE/PEDESTRIAN Last Modification Date: 01-20-04 Initials: JMH 0 No Revisions: CROSS SECTIONS Full Path: I:\02181\Acad\Final Trail Design\HormonyNorth\Sheet 0 - Revised: Designer: MRH Drawing File Name: Xsection.dwg City of Fort Collins Detailer: JMH Acad Ver. 2000i Scale: 1 "=20' Units: ENGLISH Void: ISheet Subset: XSECTION Subset Sheets: XS-3 of 34 Sheet Number 96 G1 - 297 0% N 1 V 5050 5040 5030 - -50 Area Cut 3.63 Area Fill 0.35 0 214+50 5050 5040 5030 50 Volume Cut : 11.50 Volume Fill : 0.60 Zib1i1 6F-1 - --Fr -IF I� 5030 -50 Area Cut 3.47 Area Fill 2.10 WE 0 21 6+00 [&Till#] 10-11As 5030 50 Volume Cut 11.44 Volume Fill 2.13 5050 5040 5030 L -50 Area Cut Area Fill 0.06 6.50 0 217+50 5050 5040 ' 5030 50 Volume Cut 4.73 Volume Fill 6.50 5050 5050 5050 5050 5050 5050 -.F-7F -- rF- T ,,_�r �T H_ Lt - _4 5040 5040 5040 5040 5040 5040 5030 5030 5030 5030 5030 5030 -50 0 50 -50 0 50 -50 0 50 Area Cut 8.89 214+00 Volume Cut 20.81 Area Cut 8.89 215+50 Volume Cut 17.94 Area Cut 5.05 217+00 Volume Cut 6.58 Area Fill 0.30 Volume Fill 0.28 Area Fill 0.21 Volume Fill 0.19 Area Fill 0.51 Volume Fill 4.29 5050 Cri11 AIII -_-F -_F III I -D L,I, H 5030 -50 Area Cut 13.58 Area Fill 0.00 0 213+50 Computer File Information Creation Date: 01 -20-04 Initials: JMH Last Modification Date: 01-20-04 Initials: JMH 0 Full Path: I:\02181\Acad\Final Trail Design\HarmonyNorth\Sheet Drawing File Name: Xsection.dwg Acad Ver. 2000i Scale: 1 "=20' Units: ENGLISH 5050 5050 5040 5040 5030 50 Volume Cut 24.36 Volume Fill 0.00 ndex of Revisions - 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- - - Revised: Designer: MRH Drawing File Name: Xsection.dwg City of Fort Collins Detailer: JMH 98 Acad Ver. 2000i Scale: 1 "-20' Units: ENGLISH O Void: Sheet Subset: XSECTION Subset Sheets: XS-5 of 34 Sheet Number Ck1 29i