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HomeMy WebLinkAboutNORTH COLLEGE AVENUE RIVERSIDE AVENUE IMPROVEMENTS - Filed STR-STREETS - 2007-10-15<CM W N OVERSIGHT / NHS FHWA REGION VIII OVERSIGHT ■ NO ❑ YES NATIONAL HIGHWAY SYSTEM Cl NO ■ YES CITY COMBINED PROJECT OF FORT COLLINS DEPARTMENT STATE CITY OF FORT FEDERAL AID OF TRANSPORTATION OF COLORADO PLAN AND PROFILE OF PROPOSED COLLINS BUILDING COMMUNITY CHOICES (BCC) PROJECT PROJECT NUMBERS: AQC 2873-117 & STA 0142-039 NORTH COLLEGE AVE. US HIGHWAY 287 AND JEFFERSON ST./RIVERSIDE AVE. LARIMER TABULATION OF LENGTH & DESIGN DATA ROADWAY STATION LIN. FT. MILES BEGIN CITY BCC PROJECT/CDOT PROJECT AQC 2873-117 STA. 13+88.27 N. COLLEGE AVE. (US 287) 2090.87 0.396 END CITY BCC PROJECT/CDOT PROJECT AQC 2873-117 STA. 34+79.14 N. COLLEGE AVE. (US 287) LIMIT CITY BBC PROJECT/CDOT PROJECT AQC 2873-117 STA. 105+38.22 JEFFERSON ST. (SH 14) 254.15 0.048 LIMIT CITY BCC PROJECT/CDOT PROJECT AQC 2873-117 STA. 107+92.37 JEFFERSON ST. (SH 14) BEGIN CDOT PROJECT STA 0142-039 STA. 107+92.37 JEFFERSON ST. (SH 14) 5055.98 0.958 END CDOT PROJECT STA 0142-039 STA. 158+48.35 RIVERSIDE AVE. (SH 14) TOTALS: 7401.00 1.402 SUMMARY LIN. FT. MILES 7401.00 1.402 TOTAL GROSS & NET LENGTH DESIGN DATA NORTH COLLEGE AVE. MINIMUM RADIUS OF CURVE 675' MAXIMUM GRADE 3.49% MINIMUM GRADE 0.30% MINIMUM S.S.D. HORIZONTAL >305' MINIMUM S.S.D. VERTICAL 447' MAXIMUM DESIGN SPEED 40 MPH 2023 DESIGN TRAFFIC ADT 42,700 DHV --- TRUCKS 6.5% SCALE OF DRAWINGS ON PLAN 1 " = 40' ON PROFILE 1" = 40' HORIZ. 1" = 4' VERT. RELATED PROJECTS: P. E. UNDER PROJECT: PROJECT NUMBER PROJECT CODE R.O.W. PROJECTS: R.O.W. PROJECT DESCRIPTION PROJECT NUMBER AQC 2873-117 & STA 0142-039 PROJECT CODE 13614 & 14148 (SPATE HIGHWAY 14) IMPROVEMENTS COUNTY CONSTRUCTION CODES: 13614''``& 14148 cgcC LA POUDRE `k�,., d BEGIN CITY BCC PROJECT CDOT PROJECT AQC 2873-117 STA. 13+88.27 N. COLLEGE AVE. M.P. 346.85 N RANGE 69 W, TOWNSHIP 7N END CITY BCC PROJECT ZDR.VINE CDOT PROJECT AQC 2873-1 17 STA. 34+79.14 N. COLLEGE AVE. M.P. 347.25 ?s� LIMN CITY BCC PROJECT CDOT PROJECT AQC 2873-1 17 STA. °1 05+38.22 JEFFERSON ST. M.P. �46.87 <<o LIMIT CITY BCC PROJECT sr CDOT PROJECT AQC 2873-1 17 BEGIN CDOT PROJECT STA 0142-039 STA. 107+92.37 JEFFERSON ST. M.P. 155.73 w J 5 P Zti. o`er sp MOUNTAIN AVE. N F 0 T u - OAK ST. (��r 3 OLIVE ST. 's MAGNOLIA ST. i i NEW AND REVISED M—STANDARDS M-614-40 TYPICAL TRAFFIC SIGNAL INSTALLATION DETAILS MARCH 18, 2002 VICINITY MAP M-608-1 CURB RAMPS NOVEMBER 11, 2002 M-412-1 CONCRETE PAVEMENT JOINTS DECEMBER 20, 2002 NO SCALE M-609-1 CURBS, GUTTERS, AND SIDEWALKS DECEMBER 20, 2002 N J L � r W 4 > in O S.H. 14 To I=25 MULBERRY ST. SHEET NO. INDEX OF SHEETS DWG. NO. DESCRIPTION 1 T-1 TITLE SHEET 2 SP-1 STANDARD PLANS LIST 3-9 TY-1 TO TY-7 TYPICAL SECTIONS 10 GN-1 GENERAL NOTES 11-13 SQ-1 TO SQ-3 SUMMARY OF APPROXIMATE QUANTITIES 14 SE-1 SUMMARY OF EARTHWORK 15 ST-1 TABULATION OF SURFACING QUANTITIES 16 RT-1 TABULATION OF REMOVALS & WATERLINES 17 CGT-1 TABULATION OF CURB & GUTTER 18 LT-1 TABULATION OF STREETSCAPE 19 CR-1 TABULATION OF RIVERSIDE/MULBERRY RAMPS 20-21 DT-1 TO DT-2 TABULATION OF STORM DRAIN 22 IT-1 TABULATION OF IRRIGATION 23 PT-1 TABULATION OF LANDSCAPE 24 TE-1 TABULATION OF ELECTRICAL 25 TV-1 TRAFFIC VOLUMES 26-27 GE-1 TO GE-2 EXPLORATORY BORING LOGS 28-32 CJ-1 TO CJ-5 CONCRETE PAVEMENT JOINT DETAILS 33-35 DE-1 TO DE-3 MISCELLANEOUS DETAILS 36-39 DD-1 TO DD-4 DRAINE DETAILS 40-43 GP-1 TO GP-4 GEOM RIC PLANS 44 RC-1 ROADWAY CONTROL PLAN 45-66 CTC-1 TO CTC-22 COWTRUCTION PHASING 67-74 RR-1 TO RR-8 REMOVAL AND RESET PLAN SHEETS 75-78 PL-1 TO PL-4 RIVERSIDE/JEFFERSON PLAN SHEETS 79-85 PL-5 TO PL-11 NORTH COLLEGE PLAN SHEETS 86-87 PL-12 TO PL-13 RIVERSIDE/MULBERRY PLAN SHEETS 88-92 PR-1 TO PR-5 NORTH COLLEGE PROFILE SHEETS 93 PR-6 ALLEY ACCESS PROFILES 94-102 LS-1 TO LS-9 STREETSCAPE PLANS 103-109 DR-1 TO DR-7 DRAINAGE PLANS 110-115 DP-1 TO DP-6 DRAINAGE PROFILES 116 EC-1 STORM WATER MANAGEMENT PLAN 117 EC-2 TABULATION OF EROSION CONTROL 118-125 EC-3 TO EC-10 GRADING & EROSION CONTROL 126 LI-1 IRRIGATION TABULATION & LEGEND 127-130 LI-2 TO LI-5 IRRIGATION PLANS ,Z&�pVmt,ajucTj 131-134 LP-1 TO LP-4 LANDSCAPE PLANS TD Fes" Ur_ � T*1 135-138 E-1 TO E-4 ELECTRICAL PLANS 15 139-141 TSS-1 TO TSS-3 TEMPORARY SIGNAL SYSTEM 142-147 SG-1 TO SG-6 QP'jo<R,���sh TRAFFIC SIGNAL PLANS ..,moo •yip. BR •• 148-149 SS-1 TO SS-2 TABULATION OF SIGNS 150 SS-3 TABULATION OF STRIPING 3 151-165 SS-4 TO SS-18 SIGNING & STRIPING PLA 166-217 M & S STANDARDS END CDOT PROJECT STA 0142-039 STA. 158+48.35 RIVERSIDE AVE. M.P. 134.77 ` FE SBURG C� HOLT & ULLEVIG Computer File Information 0 Index of Revisions 0 YJ 6iak_ °`— ��"""" c t °"' t' °" ° COLORADO DEPARTMENT CITY OF FORT COLLINS OF TRANSPORTATION 2207 L. HWY. 402 281 NORTH COLLEGF AVENUE LOVELAND, CO 80537 FORT COLLINS, CO 80522 Phone: 970- 667-4670 Phone: 970-221 --6605 FAX: 970-669- 0289 FAX: 970-221-6378 Region 4 DMM PJG As Constructed NORTH COLLEGE AVENUE/ RIVERSIDE AVENUE IMPROVEMENTS TITLE SHEET Project No./Code Creation Date: 09/28/01 Initials: zV No Revisions: AQC 2873-117 STA 0142-039 Last Modification Date: 03/21 /03 Initials: zV Revised: Designer: MRH 13614 & 14148 Full Path: K:\00230\ACAD\SHEET Detailer. zV Drawing File Name: A00230TTL01 .DWG Void: Sheet Number Sheet Subset: TTL Subset Sheets: T-1 of 1 Acad Ver. 2000i Scale: N.T.S. Units: ENGLISH c**1 280 11 K GENERAL NOTES FOR PLAN QUANTITIES OF BITUMINOUS MATERIALS, THE FOLLOWING RATES OF APPLICATION WERE USED: DILUTED EMULSIFIED ASPHALT (SLOW SETTING) BITUMINOUS PAVEMENT AGGREGATE BASE COURSE (CLASS 6) AT 0.10 GAL./SQ. YD. (DILUTED) AT 110 LB./SQ. YD./INCH THICKNESS 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. RATES OF APPLICATION SHALL BE AS DETERMINED BY THE ENGINEER AT THE TIME OF APPLICATION. THE COST OF EMULSIFIED ASPHALT SHALL BE INCLUDED IN THE COST OF ITEM 403 HOT BITUMINOUS PAVEMENT (GRADING S)(100)(PG 64-28). THE FOLLOWING SHALL BE FURNISHED WITH EACH BITUMINOUS PAVER: • A SKI TYPE DEVICE AT LEAST 30 FEET IN LENGTH. • SHORT SKI OR SHOE. • CROSS —SLOPE GRADE CONTROL DEVICE. 3. DEPTH OF MOISTURE DENSITY CONTROL FOR THIS PROJECT SHALL BE AS FOLLOWS: FULL DEPTH OF ALL EMBANKMENT BASES OF CUTS AND FILLS — 6 INCHES UNDER ALL PROPOSED PAVEMENT, CURB & GUTTER, SIDEWALKS — 6 INCHES EXCAVATION REQUIRED FOR COMPACTION OF BASES OF CUTS AND FILLS WILL BE CONSIDERED AS SUBSIDIARY TO THAT OPERATION AND WILL NOT BE PAID FOR SEPARATELY. 4. THE TYPE OF COMPACTION FOR EARTHWORK ON THIS PROJECT SHALL BE AASHTO T99. 5. WATER SHALL BE USED AS A DUST PALLIATIVE WHERE REQUIRED. LOCATIONS SHALL BE AS ORDERED. WATER WILL NOT BE PAID FOR SEPARATELY, BUT SHALL BE INCLUDED IN THE COST OF THE WORK. 6. WHERE IT IS REQUIRED TO SAW CUT EXISTING PAVEMENT, THE CUTTING SHALL BE DONE FULL DEPTH TO A NEAT WORK LINE WITH A CONCRETE SAW. THIS WILL NOT BE PAID FOR SEPARATELY, BUT WILL BE CONSIDERED AS SUBSIDIARY TO REMOVAL OF ASPHALT MAT AND/OR CONCRETE PAVEMENT. 7. ALL CONCRETE PAVEMENT SHALL BE CLASS P. 8. ALL JOINTING FOR CONCRETE PAVEMENT SHALL BE JOINTED PER THE CONCRETE PAVEMENT JOINT DETAILS INCLUDED IN THESE PLANS AND THE DETAILS PROVIDED ON SHEET 3 OF STANDARD PLAN M-412-1 UNLESS OTHERWISE APPROVED BY THE LOCAL ENTITY ENGINEER. 9. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES, AS SHOWN ON THESE PLANS, IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO (UNCC) AT 1-800-922-1987, AT LEAST 2 WORKING DAYS PRIOR TO BEGINNING EXCAVATION OR GRADING, TO HAVE ALL REGISTERED UTILITY LOCATIONS MARKED. OTHER UNREGISTERED UTILITY ENTITIES (I.E. DITCH/IRRIGATION COMPANY) ARE TO BE LOCATED BY CONTACTING THE RESPECTIVE REPRESENTATIVE. UTILITY SERVICE LATERALS ARE ALSO TO BE LOCATED PRIOR TO BEGINNING EXCAVATION OR GRADING. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL UTILITIES DURING CONSTRUCTION AND FOR COORDINATING WITH THE APPROPRIATE UTILITY COMPANY FOR ANY UTILITY CROSSINGS REQUIRED. 11. THE CONTRACTOR SHALL COORDINATE AND COOPERATE WITH THE LOCAL ENTITY, 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. 12. 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. 13. IT IS ESTIMATED THAT 80 HOURS OF POT HOLING WILL BE REQUIRED FOR THIS PROJECT. 14. ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF PUBLIC IMPROVEMENTS SHALL MEET OR EXCEED THE STANDARDS AND SPECIFICATIONS SET FORTH IN THE LARIMER COUNTY URBAN AREA STREET STANDARDS AND APPLICABLE STATE AND FEDERAL REGULATIONS. ALL WORK SHALL BE INSPECTED AND APPROVED BY THE LOCAL ENTITY. 15. THE CONTRACTOR SHALL HAVE, ONSITE AT ALL TIMES, ONE (1) SIGNED COPY OF THE APPROVED PLANS, ONE (1) COPY OF THE APPROPRIATE STANDARDS AND SPECIFICATIONS, ONE (1) COPY OF AN APPROVED TRAFFIC CONTROL PLAN AND A COPY OF ANY PERMITS AND EXTENSION AGREEMENTS NEEDED FOR THE JOB. 16• THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED TO, EXCAVATION, TRENCHING, SHORING, TRAFFIC CONTROL, AND SECURITY. REFER TO OSHA PUBLICATION 2226, EXCAVATING AND TRENCHING. 17. IF, DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED WHICH COULD INDICATE A SITUATION THAT IS NOT IDENTIFIED IN THE PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL CONTACT THE LOCAL ENTITY ENGINEER IMMEDIATELY. 18. ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION OF SAID STANDARD, UNLESS SPECIFICALLY STATED OTHERWISE. 19. THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION TRAFFIC CONTROL PLAN, IN ACCORDANCE WITH MUTCD, TO THE LOCAL ENTITY FOR APPROVAL, PRIOR TO ANY CONSTRUCTION ACTIVITIES WITHIN, OR AFFECTING, THE RIGHT—OF—WAY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY AND ALL TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED BY THE CONSTRUCTION ACTIVITIES. 20- THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIALS NECESSARY FOR THE COMPLETION OF THE INTENDED IMPROVEMENTS, SHOWN ON THESE DRAWINGS, OR DESIGNATED TO BE PROVIDED, INSTALLED, OR CONSTRUCTED, UNLESS SPECIFICALLY NOTED OTHERWISE. 21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSURING THAT NO MUD OR DEBRIS SHALL BE TRACKED ONTO THE EXISTING PUBLIC STREET SYSTEM. MUD AND DEBRIS MUST BE REMOVED WITHIN 24 HOURS BY AN APPROPRIATE MECHANICAL METHOD (I.E. MACHINE BROOM SWEEP, LIGHT DUTY FRONT—END LOADER, ETC.) OR AS APPROVED BY THE LOCAL ENTITY STREET INSPECTOR. 22. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING AS —BUILT INFORMATION ON A SET OF RECORD DRAWINGS KEPT ON THE CONSTRUCTION SITE, AND AVAILABLE TO THE LOCAL ENTITY'S INSPECTOR AT ALL TIMES. 23. DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. IF PERTINENT DIMENSIONS ARE NOT SHOWN, CONTACT THE DESIGNER FOR CLARIFICATION, AND ANNOTATE THE DIMENSION ON THE AS —BUILT RECORD DRAWINGS. 24. THE CONTRACTOR SHALL COMPLY WITH ALL TERMS AND CONDITIONS OF THE COLORADO PERMIT FOR STORM WATER DISCHARGE, THE STORM WATER MANAGEMENT PLAN, AND THE EROSION CONTROL PLAN. 25. ALL STRUCTURAL EROSION CONTROL MEASURES SHALL BE INSTALLED, AT THE APPROVED LOCATIONS AND AT AREAS WITH DISTURBED SOIL, ON— OR OFF —SITE, PRIOR TO ANY OTHER GROUND —DISTURBING ACTIVITY. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED IN GOOD REPAIR BY THE CONTRACTOR, UNTIL SUCH TIME AS THE ENTIRE DISTURBED AREAS IS STABILIZED WITH HARD SURFACE OR LANDSCAPING. TO MITIGATE EROSION, THE CONTRACTOR SHALL USE STANDARD EROSION CONTROL TECHNIQUES DESCRIBED IN .'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. 26. UPON COMPLETION OF CONSTRUCTION, THE SITE SHALL BE CLEANED AND RESTORED TO A CONDITION EQUAL TO, OR BETTER THAN, THAT WHICH EXISTED BEFORE CONSTRUCTION, OR TO THE GRADES AND CONDITION AS REQUIRED BY THESE PLANS. 27. EXISTING FENCES, TREES, STREETS, SIDEWALKS, CURBS AND GUTTERS, LANDSCAPING, STRUCTURES, AND IMPROVEMENTS DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT SHALL BE REPLACED OR RESTORED IN LIKE KIND AT THE CONTRACTOR'S EXPENSE, UNLESS OTHERWISE INDICATED ON THESE PLANS. 28. AFTER ACCEPTANCE BY THE LOCAL ENTITY, PUBLIC IMPROVEMENTS DEPICTED IN THESE PLANS SHALL BE GUARANTEED TO BE FREE FROM MATERIAL AND WORKMANSHIP DEFECTS FOR A PERIOD OF TWO YEARS FROM THE DATE OF ACCEPTANCE. 29. THE CONTRACTOR SHALL NOTIFY ALL AFFECTED PROPERTY OWNERS 48 HOURS IN ADVANCE OF ANY WORK IN FRONT OF THEIR PROPERTY. ACCESS MUST BE MAINTAINED TO ALL PROPERTIES AT ALL TIMES. 30. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MANAGING WATER WITHIN THE CONSTRUCTION SITE AND PROTECTING PROPERTY. Computer File Information 0 O Index of Revisions OTI Df '.'�-. 'lrv. lry �">°"`°"�°""'� COLORADO DEPARTMENT CI TY OF FORT COLLINS OF TRANSPORTATION CI NORTH c FORT OLLAVENUE 2201 E. HWY. 402 80537 FORT COLLINS, CO 80522 Phone:LOVELA97 — 7-46 70 Phone: 970-221 —6605 FAX: 970-669-0289 FAX: 970- 221 —6378 Region 4 DMM PJG As Constructed Creation Date: 11/06/02 Initials: JMH6;-= No Revisions: Last Modification Date: 03/25/03 Initials: ZV Revised: Full Path: K:\00230\ACAD\SHEET Drawing g File Name: MDD230GNRDl.dwg Void: Acad Ver. 2000i Scale: Units: ENGLISH UTILITY CONTACT LIST UTILITY/AGENCY CONTACT PHONE SANITARY SEWER (CITY OF FORT COLLINS) ROGER BUFFINGTON (970) 221-6854 WATER (CITY OF FORT COLLINS) TERRY ROBINSON (970) 221-6814 STORM WATER (CITY OF FORT COLLINS) GLEN SCHLUETER (970) 224-6065 ELECTRIC (CITY OF FORT COLLINS) ALAN RUTZ (970) 224-6153 GAS (EXCEL ENERGY) WARD SCHARMER (970) 225-7840 TELEPHONE (QWEST) LIN SPENCER (970) 377-6411 CABLE TELEVISION (AT&T BROADBAND) DENNIS GREENWALT (970) 484-7166 RAILROAD (GREAT WESTERN) GARY ERNSHAW (970) 667-6883 RAILROAD (UNION PACIFIC) SUSAN GRABLER (303) 964-4099 RAILROAD (BURLLIN T N NORTHERN ANDY AMPARAN (913) 551-4964 NORTH COLLEGE AVENUE/ RIVERSIDE AVENUE IMPROVEMENTS GENERAL NOTES Designer: MRH Detailer: JMH Sheet Subset: MISC Subset Sheets: GN-1 of RAFELSBURG �4 HOLT & ULLEVIG Project No./Code AQC 2873-117 STA 0142-039 13614 & 14148 11 Sheet Number 10 C-1 280 u r 00 N C.1 1'-3' _ VARIES a TREE MULCHING (WOOD CHIP) D CONCRETE SPLASHPLATE. 1:3 SLOPE. HEAVY BROOM FINISH TO MATCH CONCRETE RETAINING WALL. CURB AND GUTTER 2) GEOTEXTILE (DRAINAGE)(CLASS B) AMENDED TOPSOIL- MIN. 24" DEPTH 2) 6' FILTER MATERIAL (CLASS A) SLOPE TO DRAIN. 3) 4' DIA. PERFORATED PVC DRAIN PIPE. WRAP IN FILTER FABRIC. SLOPE TO DRAIN. TIE INTO STORM DRAINAGE SYSTEM PER PLANS. NOTE: 1DTO BE INCLUDED IN COST OF SPLASH PLATE. ®MEDIAN DRAINAGE MATERIAL. (3)MEDIAN DRAINAGE PIPE. SPLASH PLATE SME- 3/e • 1'-r C- ADJACENT CONCRETE PAVEMENT (11-1/2') (FASTRACK) -� Vd TRUNCATED DOME PAVERS CONCRETE PAVEMENT 6' CURB AND GUTTER SCORE JOINT. SCORE APPROXIMATELY AS SHOWN. PROVIDE PERPENDICULAR JOINTS WHERE POSSIBLE. — — AVOID ANGLES UNDER 60' ---------- 2'-6' � �-2-�6" � TYP. TYP. NOTE: * TO BE INCLUDED IN COST OF SPLASH PLATE. CROSSWALK TRAFFIC SIGNAL MEDIAN COVER MATERIAL (PATTERNED CONCRETE). DAMS COLOR (SAN DIEGO BUFF) SCORED AT 2' O.C. BOTH WAYS. NOTES: 1. ITEMS SHOWN MAY NOT OCCUR AT ALL LOCATIONS, THEY ARE INTENDED TO PROVIDE GENERAL INFORMATION ONLY. FOR EXACT LAYOUT OF EACH ISLAND SEE SHEETS DE-2 & DE-3. CORNER ISLAND ID J-9ML. 1/e .v-0• ur-corrwWw4d" Computer File Information Creation Date: Initials: --- Last Modification Date: 6-18-03 Initials: JS Full Path: P:\OF067.02\GAD\SHEETS Drawing File Name: LS501.dwg Acad Ver. 2002 Scale: AS SHOWN Units: ENGLISH NOTE: * TO BE INCLUDED IN COST OF PEDESTRIAN REFUGE. PEDESTRIAN REFUGE SfNE 1/4'-1'-V Index of Revisions 9& 61) of Burt Collins CITY OF I URl COLLINS 281 NORTH COLLEGE AVENUE FORT COLLINS, CO 80522 Phone: 970-221-6605 FAX: 970-221-6378 * 2' WIDE X 1' DEEP REVEAL * EXPANSION JOINT * CONCRETE MEDIAN NOSE. 1:4 SLOPE. HEAVY BROOM FINISH TO MATCH CONCRETE RETAINING WALL CURB AND GUTTER COMPACTED SUBGRADE FOR RADII AND DIMENSIONS i' OF NOSE SEE SHEETS DE-2 & DE-3. I •� * MEDIAN NOSE SLOPE 2% TO DRAIN iv *DETECTABLE WARNING DOME PAVERS iv .45' CORNER TRANSITION o * 2' WIDE X 1' DEEP REVEAL. LOCATE AS SHOWN CURB & GUTTER ur-me" W".d" PLAN — 10/4' = 1'-0" NOTE: * TO BE INCLUDED IN COST OF SPLASH PLATE. 10' 5'-0' MIN. • �4 SLOPE ° .. 5� L °a a " " WIDE X 1 .. P REVEAL LASH PLATE RB & GUTTER CONCRETE SPLASHPLATE. 1:3 SLOPE. HEAVY BROOM FINISH TO MATCH CONCRETE RETAINING WALL TREE AMENDED TOPSOIL - MIN 24' DEPTH 11) #4 0 V-00. ALTERNATE BAR PLACEMENT ON EA. SIDE OF VERTICAL BARS. 1Q 1'X1'X45' CHAMFER TYP. #4 TL 0 1'-6" CENTERED IN w WALL ALTERNATE HOOK DIRECTION IN FOOTING. 1O EXPANSION JOINT TYP. CURB & GUTTER TYPE 2 (SPECIAL) STREET PAVING ®GEOTEXTILE (DRAINAGE)(CLASS B) ® 6" FILTER MATERIAL (CLASS A) SLOPE TO DRAIN 2'-6' U SECTION COMPACTED SUBGRADE. BACKFILL EA. SIDE OF WALL EVENLY UNTIL REACHING FINISHED GRADE. 1Q 3-#4 CONT. IN FOOTING 2'-6" 04" DIA. PERFORATED PVC DRAIN PIP IN 1QCONCRETE MEDIAN WALL FILTER FABRIC. SLOPE TO DRAIN. TIE INTO STORM ;., MEDIUM SANDBLAST FINISH. DRAINAGE SYSTEM PER PLANS.t -r 1)2" WIDE X I DEEP REVEAL ---�1Q 4 110 1'-0 LAPPED o--_� so CONCRETE CURB %_ I WITH HORIZONTAL BARS. XTION ,I NOTE: II O J4 0 1'-0' HORIZONTAL 1QTO BE INCLUDED IN COST OF RETAINING WALL ®MEDIAN DRAINAGE MATERIAL. II „' (3)MEDIAN DRAINAGE PIPE. —CONCRETE SHALL BE CLASS B (f'c=3ksi) —REINFORCING STEEL SHALL BE GRADE 60 (fy=60 ksi) CONCRETE RETAINING WALL TKE 1/2•-1'-Ir or As Constructed No Revisions: COLORAJO DLPARTMENT OF TRANSPORTATION 2207 E. HWY. 402 Revised: LOVELAND, CO 80537 Phone: 970-667-4670 FAX: 970-669-0289 Void: Reaion 4 DMM/PJG Ur-Ikdkn-tflaA.ftg NORTH COLLEGE AVENUE/ RIVERSIDE AVENUE IMPROVEMENTS SITE DETAILS Designer. Detailer: Sheet Subset: FELSBURG HOLT & ULLEVIG Project No./Code AQC 2873-117 STA 0142-039 JDM/KS 13614 & 14148 JS/JW/KS LS Subset Sheets: LS — 7 of 9 Sheet Number 100 c -1 280 x• r--I 1 v NOTE: TO BE INCLUDED IN COST OF CONCRETE PAVERS. CONCRETE PAVERS SrxE 1 1/2' - 1'-0' * TREE GRATE ANGLE FRAME 17fin I 6" I * UNIT PAVERS WITH SAND SWEPT JOINTS. SEE PLANS FOR PATTERN. * FIX PAVERS TO CONCRETE W/ EPDXY ADHESIVE. CONCRETE SIDEWALK — SEE PLANS FOR TYPE. * CONCRETE COMPACTED SUBGRADE * 3/4" VERTICAL WEEPS TO SUBGRADE. 4' O.C. O LOW END OF PAVERS. 5'-0" NOTE: SECTION (I)TO BE INCLUDED IN COST OF TREE GRATE. TREE GRATE SCALE 3/4.44' Computer File Information Creation Date: Initials: Last Modification Date: 6-18-03 Initials: JS Full Path: P:\OF067.02\CAD\SHEETS Drawing File Name: LS502.dwg Acad Ver. 2002 Scale: AS SHOWN Units: ENGLISH Ins." * TO BE INCLUDED IN COST OF CURB RAMP (SPECIAL). —RAMP SUBGRADE AND DETECTABLE WARNING DOME PAVERS TO BE INSTALLED PER CDOT 608-1. CURB RAMP (SPECIAL) TREE WEBBING AT 1/2 TREE HEIGHT 1QGUY WIRE 101/2" DIA. X 2' LONG WHITE PVC WARNING SLEEVE 1QTREE GRATE MULCHING (WOOD CHIP) REMOVE BURLAP FROM TOP Jj OF ROOTBALL AFTER PARTIAL BACKFILLING UEYEBOLT, in DIA X 3" LONG W/ 1" EYE, EMBEDED INTO CONCRETE BANDS, FOUR PER GRATE. ADJACENT CONCRETE PAVERS OR CONCRETE EXP JOINT IF ADJACENT TO CONC. PAVEMENT. QCONCRETE CURB AMENDED TOPSOIL EXISTING SOIL r%'—n" cn Dr-Traor*.dng CrtV of-Norl Collins CITY OF FUR COLLINS 281 NORTH COLLEGE AVENUE FORT COLLINS, CO 80522 Phone: 970-221-6605 FAX: 970-221-6378 8' HEIGHT TIMES NEW ROMAN STREET NAME TEXT SANDBLAST Jim DEEP INTO CONCRETE AND STAIN LITHOCHROME GREY. STREET NAME VARIES BASED ON RAMP LOCATION. CONFIRM TEXT WITH OWNER PRIOR TO CONSTRUCTION. * 12" WIDE CONCRETE BAND *DETECTABLE WARNING DOME PAVERS * 8'x8" CONCRETE PAVERS * SCORE JOINT CURB GUTTER STATION — SEE PLANS FOR EXACT STATION NUMBER. NOTE: * TO BE BE INCLUDED IN COST OF CROSSWALK. CROSSWALK SCALE 3/8'"1'-T 3'-8" VARIES],VAS RIE$, * CONCRETE CURB * TREE GRATE —* CONTRACTION JOINT — SCORE AS SHOWN or As Constructed DEN ' YA41 N No Revisions: COLORALK) DLPARTMENT OF TRANSPORTATION 2207 E. HWY. 402 Revised: LOVELAND, CO 80537 Phone: 970-667-4670 FAX: 970-669-0289 Void: Region 4 DMM/PJG CURB RAMP (SPECIAL) �— CURB GUTTER * DOWELED CONSTRUCTION JOINT CONCRETE SIDEWALK CONCRETE SIDEWALK (COLORED TYPE A) SCORE 3'-6" O.C. CONCRETE SIDEWALK (COLORED TYPE B) BUSINESS ACCESS. WIDTH VARIES. RAMP. SCORE O 12" O.C. SLOPE PER ENGINEERING DETAILS. DRIVEWAY TYPE A SCALE 1"=10' NORTH COLLEGE AVENUE/ RIVERSIDE AVENUE IMPROVEMENTS SITE DETAILS Designer. Detailer. Sheet Subset: JDM/KS JS/JW/KS LS Subset Sheets: LS-8 of * CONCRETE PAVING (11J — INCH) (SPECIAL) SCORE 6' O.C. MEDIUM BROOM FINISH PERPENDICULAR TO DIRECTION OF PEDESTRIAN TRAVEL. 2" TROWEL AT EDGES. * CONCRETE PAVEMENT (COLORED do STAMPED). PATTERN AS SHOWN. * SCORE JOINT * CONCRETE PAVING (11} — INCH) (SPECIAL) * CONCRETE PAVEMENT (COLORED do STAMPED). CONCRETE PAVEMENT (111 — INCH) (FASTRACK) AGGREGATE BASE COURSE (CLASS SIX) DOWELED CONSTRUCTION JOINT FMSBURG HOLT & ULLEVIG Project No./Code AQC 2873-117 STA 0142-039 13614 do 14148 g Sheet Number LIE Ca-1 280 v F tz W 16' WALK SGIIE 1/4'=1'-0' 6'-0n 10$—Do 3'-8" =III t /BIKE PATH Df—Ilalkl5.dug Computer File Information Creation Date: Initials: Last Modification Date: 6-18-03 Initials: JS Full Path: P:\OF067.02\CAD\SHEETS Drawing File Name: LS503.dwg Acad Ver. 2002 Scale: AS SHOWN Units: ENGLISH 0 NOTE: SCORE JOINTS ON CONCRETE SIDEWALK (COLORED TYPE A+B) TO BE TOOLED. SCORE JOINTS ON CONCRETE SIDEWALK TO BE SAWCUT. WHITE REFLECTIVE THERMOPLASTIC BIKE LANE MARKER SCORE JOINT CONCRETE SIDEWALK SCORE 0 6' O.C. CONCRETE SIDEWALK (COLORED TYPE B) PEDESTRIAN LIGHT 45' O.C. CONCRETE SIDEWALK (COLORED TYPE B) SCORE 3 }' O.C. BACK OF CURB TREE GRATE CONCRETE SIDEWALK (COLORED TYPE A) SCORE 5-10' O.C. 6'-00 3'-8= 1 I. ............ NOTE: SCORE JOINTS ON _ " CONCRETE SIDEWALK (COLORED TYPE A+B) TO BE TOOLED. SCORE JOINTS ON CONCRETE SIDEWALK TO BE SAWCUT. r` >, WHITE REFLECTIVE z ° ........... ... THERMOPLASTIC .. .. ..... "" . . . . BIKE LANE MARKER }. .. . sit ... ................. . $ ....... ... .. .. .. .. . . CONCRETE SIDEWALK ........... • • ::. (COLORED TYPE A) SCORE 5-10' O.C. 3 CONCRETE SIDEWALK SCORE 0 6' O.C. CONCRETE SIDEWALK (COLORED TYPE B) ..... PEDESTRIAN LIGHT 45' O.C. ................ ......................... SCORE JOINT .. ........... ......... ........... CONCRETE SIDEWALK (COLORED TYPE B) �, SCORE 3 O.C. N ,v ................... BACK OF CURB TREE GRATE LS-8 OI G r� CONCRETE SIDEWALK (COLORED TYPE A) 10 O.C. SCORE 5 .{ ... .... 23' WALK/BIKE PATH Index of Revisions Citv of Nuri Collins CITY OF F Uk I COLLINS 281 NORTH COLLEGE AVENUE FORT COLLINS, CO 80522 Phone: 970-221-6605 FAX: 970-221-6378 0 I LO co I N N R 8'-0' 7'—ON 81-0= Y NOTE: SCORE JOINTS ON CONCRETE SIDEWALK (COLORED TYPE A+B) TO BE TOOLED. SCORE JOINTS ON CONCRETE SIDEWALK TO BE SAWCUT. WHITE REFLECTIVE THERMOPLASTIC BIKE LANE MARKER SCORE JOINT TYP. CONCRETE SIDEWALK SCORE 0 8' O.C. PEDESTRIAN LIGHT 45' O.C. LANDSCAPE AREA. CONCRETE SIDEWALK (COLORED TYPE A) SCORE 8' O.C. BACK OF CURB SEPARATED WALK/BIKE PATH FEtsBURG C SCALE 1/4'=1'-0' DT—NtoAQ3. HOLT & ULLEVIG or As Constructed NORTH COLLEGE AVENUE/ Project No./Code ----- RIVERSIDE AVENUE IMPROVEMENTS - DE1"I "' Y.N F .. aY�ll COLORAUU DE--ARTMENT No Revisions: SITE DETAILS AQC 2873-117 STA 0142-039 OF TRANSPORTATION 2207 E. FW. 402 Designer. JDM/KS 13614 do 14148 Revised: LOVELAND, CO 80537 Phone: 970-667-4670 Detailer JS/JW/KS FAX: 970-669-0289 R e g i o -, 4 L)M M j P J G Void: - Sheet Number 102 Sheet Subset: LS Subset Sheets: LS — 9 of 9 R U 9 CALL UNCC TWO WDRKING DAYS BEFORE YOU DIG 1-800-922-1987 METRO DENVER AREA uwi NOWICAnm LXN" a c MAM NOTE: UTILITY LINES AS SHOWN ON UTILITY AND PROFILE SHEETS ARE PLOTTED FROM THE BEST AVAILABLE INFORMATION. THE CONTRACTOR'S ATTENTION IS DIRECTED TO PARAGRAPH 105.06 OF THE SUPPLEMENTAL SPECIFICATIONS CONCERNING UTILITIES. THE CONTRACTOR WILL CALL 1-800-922-1987 FOR UTILITY LOCATIONS AT LEAST 2 WORKING DAYS PRIOR TO ANY EXCAVATION NOT INCLUDING THE DAY OF ACTUAL NOTICE. CITY OF FORT COLLINS MATCH LINE STA. 103+50.00 EXISTING GAS LINE STA. 14+90f EXISTING 6" WA WATER LINE CONNECT 24" RCP EXISTING I TO EXISTING INLET R.O.W. I ENCASE RCP JOINTS (FOR DETAILS, -- , SEE DP-1) v co k U- � o Wpis 00 - -- - 301 +00 A3 a- UTILITY ENCASE CONFLICT JOINTS Z - -- FOR DETAILS SEE DP-1) CD W - m4+0 €© fo 1 F, Q POTENTIAL UTILITY CONFLICTS A4 -- --_ {CONTRACTOR TO-YERff;( -- 0 00 •CONNECT 4 INCH NON -PERFORATED POTE I - PPE UNDERDRAIN + (SEE IRRIGATION PLANS & DP-1 N FOR DETAILS) o A9 Q oo NORTH' COLLEGE AVE. 4 // 0 (n A8 Vyl z PLU� CULVERT (1 CH) ID NO. STATION, OFFSET ITEM LENGTH (FT) PAY DEPTH MISC. (NOTES) Al 301+92.30, 1.0' LT.* EXISTING INLET (MODIFY RISTING INLET) A2 24" RCP 49.1 t A3 301 +14.94, 2.0' LT.* INLET TYPE 16 (10 FT) (SEE DD-2) A4 30" RCP 69.3 A5 411+13.08, 2.0' RT.* INLET TYPE R 5 (5 FT) (SUMP) A6 15" RCP 82.8 A7 401+42.70, 2.0' RT.* INLET TYPE R 5 (5 FT) (SUMP) A8 24" RCP 54.6 A9 15+01.93, 28.5' RT. MH BOX BASE (10 FT) A10 36" RCP 132.5 B1 310+46.94, 1.0' LT.* EXISTING INLET (MODIFY D(ISTING INLET) B2 18" RCP 35.5 B3 311 +10.59, 26.0' LT.* INLET TYPE 16 (5 FT) (SEE DD-3) B4 18" RCP 20.9 B5 311 +04.07, 2.0' LT.* INLET TYPE R 5 (10 FT) (SUMP) B6 24" RCP 64.7 B7 412+53.84, 2.0' RT.* INLET TYPE R 5 (5 FT (SUMP) B8 18" RCP 48.0 B9 16+38.34, 30.7' RT. MH BOX BASE 10 FT) B10 36" RCP 262.9 BB1 412+53.84, 12.9't RT.* INLET TYPE 16 (5 FT (SEE DD-3) BB2 18" RCP 6.7 * SEE GUTTER PROFILES FOR STATIONING Computer File Information Creation Date: 12/12/02 Initials: CDT 0 Last Modification Date: 12/12/02 Initials: CDT Full Path: K:\00230\ACAD\SHEET 0 Drawing File Name: D00230PLN01.dwg Acad Ver. 2000i Scale: 1 " = 40' Units: ENGLISH 0 EXT$TING TDS— JW BREWER TIRtS 9 W o"� WATER NE � 1 ------- j� Q o M EXISTINQ1 SANITARY FORn�FR T T TIRES I I 1 +85$ LE + CONNECT 18" RCP I R NE (9'5 LF I� TO EXISTING INLET I I I STA. 15+85t TO STA. 16+50± 1 LEFT 4" WATER LINE (65 LF) { �,.�:�y I j UTILITY CONFLICT EXISTING R.O.W. I Al ENCASE RCP JOYS (FOR_ DETAILS Y'>`_� ' B3--- SEF DP-2 ,i El GAS LINE I � �,oA POTHOLE LOC�TI L '' �' _ - - c - �a= c - - - -- c --- — L i :_ G — G — ,T _..— C —_.::G -- c - - -__{ _ - _ - 0 -w--w---w- I - --4 �,, - W--- W -- W- - dN- W- -b�- W Lo 3 9 + PLUG CULVERT 312+00 POT40LE LOCATION - s (2 EACH) 313+000, 00 { {� ENCASE RCP DINTS- - FIBER OPTIC —� (FOR DETAILS H.C.L. SEE DP-2) Q �-0 Fo �-JFO--T-6+IIM F' - Fo - - o —I 7+m F o - o - F o - 0 18+00 Fo Fo 6" g 6 IIPLU CULVERT - - 1(2 I#ACH) CD �. LL1 ♦CONNECT 4 INCH NOlV�PERFORATED -- z AL �flLl CONFLIC S -� V PIPE UNDERDRAIN ACT TO VERIFY) B9 -(SEE IRRIGATION PLAN& DP-1 -- --- - - - R DETAILS) B 1 O = -- - -�71 -z —o0 l M M Ja M — -- M " AA M --- 8„ 414 - __ Q 00 - { -t " EXISTING SANITARY + -`-`_ B8 43 0 SEWER LINEn -- i' _ h �p\72„ L PLU0 rCULVERT - 1 - U PLUG EA a 8 2 (2 EAC ) z O � i �f 13131 EXISTI R.&W, cn� 00 D A u ', �� i / ti0 /� SEE LARIMER COUNTY UR A' ,AREA STRUT � lr YESTERDAY'S rREnsuREs' m STANDARDS FOR DRAINAG NDER MEDIAN ., / PLUG CULVERT F_ '„ r (1 EACH) = �o POTENTIAL bTILITY ONFLICTS oF_ (CONTRACTOR To VERIFY) � / A�6 / l . H.C.�� cLAssc To �.4 / J X1,`� Q)/ EXISTING SANITARY � SEWER LINE C / \ S�. pp POTENNJA�` gTfLITY CONFLICTS..- / P , �7 '9 / (CONTRACTOR ',TKO VERIFY) �\ J I L Z ���� .. �� / • r FSS/ONAV, X0 20 40 FELSBURG OO MUST KEEP UNIFORM SLOPE FOR 4 INCH H O LT &L A • 0 NON -PERFORATED PIPE UNDERDRAIN. Scale: 1 "=40' ULLEVIG Index of Revisions _—___ lai •-- _-117 M�. COLORADO DEPARTMENT CITY OF FORT COLLINS OF TRANSPORTATION 2207 E. HWY. 402 281 NORTH CO LEGS AVENUE LOVELAND, CO 80537 Phone: 970-667-4670 Phone: ax n 97070 2 2 2 B-76O5 FAX: 970 669 0289 Region 4 DMM/PJG As Constructed NORTH COLLEGE AVENUE/ RIVERSIDE AVENUE IMPROVEMENTS DRAINAGE PLANS Project No./Code No Revisions: _ TA 0142-039 Revised: Designer: ELL/CDT 13614 & 14148 Detailer: CDT Void: Sheet Number 103 Sheet Subset: DRAINAGE - Subset Sheets: DR-1 of 7 C-1 280 9 CALL UNCC TN'O WORKING DAYS BEFORE YOU DIG rl 1-800-922-1987 METRO DENVER AREA UTIIN NO1MC111LN UNnF C CIXMNA NOTE: UTILITY LINES AS SHOWN ON UTILITY AND PROFILL SHLLIS AHL PLOTTED FROM THE BEST AVAILABLE INFORMATION. THE CONTRACTOR'S ATTENTION IS DIRECTED TO PARAGRAPH 105.06 OF THE SUPPLEMENTAL SPECIFICATIONS CONCERNING UTILITIES. THE CONTRACTOR WILL CALL 1-800-922-1987 FOR UTILITY LOCATIONS AT LEAST 2 WORKING DAYS PRIOR TO ANY EXCAVATION NOT INCLUDING THE DAY OF ACTUAL NOTICE. -I I TEMPORARY CONSTRUCTION EASEMENT I MATCH LINE STA. 203+50.00 C 1 - TRCO JOHN'S v /I 0 _ UTILITY CONFLICTS EN R DETAILS J CONTRACT DINTS '. POTENTIAL (R TO VERIFY) D 5 W �p - -- - - - - r4 SEE DP-3) - --- - -- [E> IS`TING R.O.W. I _ �I011_------ O - - - ;; UTILITY GOtdFt1£TS :_- _:_ .__ � I , Q3 ENCASE . RCP JOINTS '� D + CZ , (FOR DETAILS _ EXISTING R.O.W. STA. 18+80f TO OTHO E LOCATIONR s- STA. V!9+80t LEFT �- G - G _ �,40 WATERLINE 10-- POT40LE LOCATIO, I w - — U A W- �PLUG CULVERT ( S� EACH)PL G CULVERT �� Z Fo GLL� F;i/E, ;�r� PLUG-1 XISTING Fo - 1- (2 EACH) { 321+00 H.C.L. 19+ INLET STRUCTURE ��- - ITH FLOW FILL► �o I 4, `�� +0 - �� "g Fo PLUG UL - ENCASE ��i' JOINTS Z1 +ap ) (FOR DETAILS --� EXISTING SANITARY �' o ,. Fo P-4) - SEWER LINE • NON -PE OR D � -- - 22+ Fo F0 Fo = _ Fo - Fo 1311 PIPE UNDERDRAIN o ` '� POTHOLIQOLOCATION �� �1 c� EXISTING f-f B10' CONTINUED SEE IRRIGATION PLANS RT COLLEGE a' ` c� --- FIBER OPTIC & �P-1 FOR DETAILS � t � , � - -- LLI B 1 2 ENCASE RCP JOINTS"-- Ve Z _ " (FOR D IL - M - - QW U ' 41 + - / - '` SEE D •CONNECT 4 INCH NON -PER 0_ J F --- - - - IRRIGATION PLAf�FS- X B 3 G14 ----- --- DP=1 `FOR _DETAILS)- ro -- �. _ - -- 1- 1 EACH G - G - _ F2 p ABANDON CULVERT Q - -i ) (FORSDETAIL'tyJOINTS ----- ----_ STA. 21+50 - 27+ PLUG VEf� ' - -- `- -- _ 421+ / ®�_ - EE D) �, POTENTIAL UTILITY CONFLICTS - G 1 CO � --- - w � �C�NTRA�'O1` , TO VERIFY) -- ENCASE RCP JOINTS o {. - ;rA w - - - w - - w - - -- EXISTING R.O.W. (FOR DETAILS o ��-- — - G aJ og—__�� of — ojo - G - - -- rt = s� —G = D3 — - G w - w -SEE DP-5) ID NO. STATION, OFFSET ITEM LENGTH (FT) PAY DEPTH MISC. (NOTES) B 1 1 19+09.49, 34.5' RT. MH SLAB BASE (10 FT) B 12 42" RCP 150.5 B 13 20+66.78, 37.0' RT. MH SLAB BASE (10 FT) B 14 42" RCP 152.0 C1 18+85.07, 123.5' LT. INLET TYPE C (10 FT) CLOSED MESH GRATE C2 24" RCP 83.7 C3 313+77.99, 2.0' LT.* INLET TYPE R 5 (10 FT (SUMP) C4 24" RCP 69.0 D1 502+13.69, 2.0' LT* INLET TYPE R 5 (5 FT) (SUMP) D2 18" RCP 70.0 D3 204+00.61, 34.4' RT. MH SLAB BASE (5 FT) D4 18" RCP 10.3 D5 315+34.86, 2.0' LT.* INLET TYPE R 5 (5 FT) (SUMP) D6 18" RCP 73.6 D7 314+46.42, 5.5' LT* MH SLAB BASE (10 FT) D8 18" RCP 62.4 POTHOLE LOCATIO HOLE STA. 20+20f TO ' ' ��- � raw.r, � � O " LOCATIONS _I 1 — o STA. 21 +OOt RIGHT J - tI -- 8" WATERLINE (80 LF) P _ / ! � � / , � FjLU CULVERT POTENTIAL UTILITY CONFLICTS o ` ( CH) (CONTRACTOR TO VERIFY) MATCH LINE TA MONn F. • 206+ 00 JUST OFFICE FRnYER c P.n. z EDUco EXISTI WATERS LINE 0 0 • FURNIT I ID NO. STATION, OFFSET ITEM LENGTH (FT) PAY DEPTH MISC. (NOTES) E1 320+72.74, 2.0' LT.* INLET TYPE R 5 (10 FT) SUMP E2 18" RCP 75.2 F1 16+94.49, 2.0' RT.* INLET TYPE 16 (5 FT) SEE DD-3 F2 1 15" RCP 27.8 G1 421+13.10 2.0' RT.* INLET TYPE 16 5 (5 FT) (SUMP) G2 18" RCP 131.6 G3 21 +50.00, 28.5' RT. MH SLAB BASE (10 FT) G4 18" RCP 77.2 EXISTING GAS LINE J L z> C - � THE FAMILY - CENTER • MUST KEEP UNIFORM SLOPE FOR 4 INCH 0 20 40 NON -PERFORATED PIPE UNDERDRAIN. * SEE GUTTER PROFILES FOR STATIONING Scale: 1 "=40' FELSBURG HOLT & ULLEVIG Computer File Information Index of Revisions or As Constructed NORTH COLLEGE AVENUE/ Project No./Code Creation Date: 12/12/02 Initials: CDT 0 ----- �— —� RIVERSIDE AVENUE IMPROVEMENTS AQC 2873-117 Last Modification Date: 12/12/02 Initials: CDT c�>°''° °"° ° COLORADO'' DEPARTMENT No Revisions: DRAINAGE PLANS STA 0142-039 Full Path: K:\00230\ACAD\SHEET 0 CITY OF FORT COLLINS 22 TRANSPORTATION 2207 F. HWY. 402 Revised: Designer: ELL/CDT 13614 & 14148 281 NORTH COLLEGE AVENUE FORT COLLINS, CO 80522 LOVELAND, CO 80537 070-667-4670 Detailer: CDT Drawing File Name: D00230PLN02.dwg 0 FAX: 970-221-637805 FAX: 9 FAX: o n 669 0289 Region 4 DMM PJG Void: Sheet Subset: DRAINAGE Subset Sheets: DR-2 of 7 Sheet Number 104 „ Acad Ver. 20001 Scale: 1 = 40 Units: ENGLISH C-1 280 9 J L Z � r Scale: 1 "=40' Computer File Information Creation Date: 12/12/02 Initials: CDT Last Modification Date: 12/12/02 Initials: CDT Full Path: K:\00230\ACAD\SHEET Drawing File Name: D0023OPLN03.dwg Acad Ver. 2000i Scale: 1 " = 40' Units: ENGLISH O O O O Index of Revisions 6a CITY OF FORT COLLINS 281 NORTH COLLEGE AVENUE FORT COLLINS, CO 80522 Phone: 970-221 —6605 FAX: 970221 —6378 WWF 6" X 6" 10/10 PLACE 2" BELOW TOP OF GUTTER. Q W Z EXISTING Tg4EPHONE y FORMER POWER PLANT 1 29117 t �o �b-L7- oT As Constructed `IN No Revisions: COLORADO DEPARTMENT OF TRANSPORTATION 2207 E. HWY. 402 Revised: LOVELAND, CO 80537 Phone: 970-667-4670 FAX: 970-669-0289 Void: Reaion 4 DMM/PJG NORTH COLLEGE AVENUE/ RIVERSIDE AVENUE IMPROVEMENTS DRAINAGE PLANS Designer: ELL/CDT Detailer: CDT Sheet Subset: DRAINAGE I Subset Sheets: DR-3 of INFEL����� rI HOLTTTTT ULLEVIG Project No./Code AQC 2873-117 STA 0142-039 13614 & 14148 71 Sheet Number 105 C-1 280 MATCH CALL UNCC TWO WORKING DAYS BEFORE YOU DIG 1-800-922-1987 METRO DENVER AREA UXIT Nt)I CARCENT W CQC A)0 NOTE: UTILITY LINES AS SHOWN ON UTILITY AND PROFILE SHEETS ARE PLOTTED FROM THE BEST AVAILABLE INFORMATION. THE CONTRACTOR'S ATTENTION IS DIRECTED TO PARAGRAPH 105.06 OF THE SUPPLEMENTAL SPECIFICATIONS CONCERNING UTILITIES. THE CONTRACTOR WILL CALL 1-800-922-1987 FOR UTILITY LOCATIONS AT LEAST 2 WORKING DAYS PRIOR TO ANY EXCAVATION NOT INCLUDING THE DAY OF ACTUAL NOTICE. V) Ld 0 0 + CL \—�; ISTING V?ATER LINE < 0+00 I EO J- M — — — 0 + f TDS- JW BREWER TIRES 0 EXIS-44t GAS LINE I II 'Uj Cj LINE STA. 103+50.00 Computer File Information Creation Date: 12/12/02 Initials: CDT Last Modification Date: 12/12/02 Initials: CDT Full Path: K:\00230\ACAD\SHEET Drawing File Name: D00230PLN05.dwg Acad Ver. 2000i Scale: 1 40' Units: ENGLISH Index of Revisions L 6" F 4' 2" SLOPE 1 -/FT. MAX. SLOPE 1"/FT. MAX- I WWF 6- X 6- 10/10 1 PLACE 2" BELOW TOP 44 OF GUTTER. GUTTER TYPE 2 17V11`TIklfl I'MIUMLIE'An j L z -1 F 0 20 40 Scale: 1 "-40' CITY OF FORT COLLINS 281 NORTH COLLEGE AVENUE FORT COLLINS, CO 80522 Phone: 970-221-6605 FAX: 970-221-6378 BREAK CURB — TRANSITION TO FLUSH WITH GUTTER TYPE 2 F.L. EL=4975.19 GUTTER TYPE 2 (140 L.F.) F.L. EL=4974.45 L L ur As Constructed No Revisions: COLORADO DEPARTMENT OF TRANSPORTATION 2207 E. HWY- 402 Revised: LOVELAND, CO 80537 Phone: 970-667-4670 FAX: 970- 669-0289 Void: Region 4 DMM/PJG I EXISTING GAS LINE it L V' V II fTl O EXISTING'---/ WATER LINE it MATCH Ld STA. NORTH COLLEGE AVENUE/ RIVERSIDE AVENUE IMPROVEMENTS DRAINAGE PLANS Designer: ELL/CDT Detailer: CDT Sheet Subset: DRAINAGE I Subset Sheets: DR-4 of 203+50.00 FELSBURG �' HOLT & ULLEVIG Project No./Code AQC 2873-117 STA 0142-039 13614 & 14148 71 Sheet Number 106 X 280 9 CALL UNCC 'WO WORKING DAYS BEFORE YOU DIG 1-800-922-1987 METRO DENVER AREA UTILITY NOIIRCA➢ON CENTER OF COLORADO NOTE: UTILITY LINES AS SHOWN ON UTILITY AND PROFILE SHEETS ARE PLOTTED FROM THE BEST AVAILABLE INFORMATION. THE CONTRACTOR'S ATTENTION IS DIRECTED TO PARAGRAPH 105.06 OF THE SUPPLEMENTAL SPECIFICATIONS CONCERNING UTILITIES. THE CONTRACTOR WILL CALL 1-800-922-1987 FOR UTILITY LOCATIONS AT LEAST 2 WORKING DAYS PRIOR TO ANY EXCAVATION NOT INCLUDING THE DAY OF ACTUAL NOTICE. MAT cH UN E STA. 20 IN' s + oo. OQ ENCASE RCP JOINTS _ I w o 0 / ------ --- ��� �� SCHRADER' S COUNTRY STORE cis wit Go - i � POTHOLE LOCATION E` / o� I EXISTING �R�.W. J p I v d F -� POTHOLE LOCgT10N� - — — --~� UTILITY CONFLICT �' / I ENCASE RCP JOINTS 5 \ (FOR DETAILS • C3 SEE DP-6) POTHOLE LOCATION N/ E ISTI G W 4E XISTING R.O.W. / 3 v �- POTHOLE,'LOON j E d POTENTpAL UTILITY CONFLICT'S- (CONT ACTOR TO VERIFY) / { FTI i 5+ EXISTING SANITARY CLEAN CUxVERT / /� ✓ C NNECT EXISTING B 19n' UTILITY CONFLICT/ / ENCASE RCP JOINTS EXISTING GAS LINE D AL 18" PIPES (FOR DETAILS/ SEE D9-6) / o POTEN IAL UTILITY �ORIFiICT, ,`• oz i (CONTf ACTOR TO /XIER(FY) m / / B20 / � �u-� EXISTING WATER LINE / � _ t" h CLEAN CULVERT B2 `-CLEAN CULVERT POTHOLE LOCATIONS G----G�— G G--_— ^ G B.N.S.F. Computer File Information Creation Date: 12/12/02 Initials: CDT 0 Last Modification Date: 12/12/02 Initials: CDT Full Path: K:\00230\ACAD\SHEET 0 Drawing File Name: D00230PLN04.dwg 0 Acad Ver. 2000i Scale: 1 " = 40' Units: ENGLISH 0 ndex of Revisions + — — — THE FAMILY CENTER EXISTING SANITARY SEWER E.--- E E— — E-- E — —— E --r E— — E — —— E-- E — E— ='f., -- E —� E— — EF — E — — — E — — — E — — — E — E E — E — E — — E \ - E — — E — — — E — — — E — 7+00 / \\ 8+00 EXISTING ELECTRIC ID LENGTH PAY MIS 6a CITY OFF FORT COLLINS 281 NORTH COLLEGE AVENUE FORT COLLINS, CO 80522 Phone: 970-221 —6605 FAX: 970-221 —6378 CLEAN CULVERT CLEAN CULVERT ..J' L _ r 0 20 40 Scale: 1 "=40' 0 Tj As Constructed D— I I111 11No Revisions: COLORADO DEPARTMENT OF TRANSPORTATION 2207 E. HWY. 402 Revised: LOVELAND, CO 80537 Phone: 970-667-4670 FAX: 970-669-0289 Void: Reaion 4 DMM/PJG N0. STATION, OFFSET ITEM (FT) DEPTH (NOTES) B15 512+31.50, 20.5' RT.* MH SLAB BASE 10 FT B16 53"X34" RCP E 96.0 B17 513+34.26 14.1' RT.* MH BOX BASE 5 FT) (CONNECT EXIST. PIPES) B18 53"X34" RCP E 13.0 B19 512+35.61, 2.0' LT.* INLET TYPE R 10 FT 5 FT) B20 53"X34" RCP E 86.1 B21 N=195138.8142 EXISTING MH (MODIFY MANHOLE) E=132889.8651 * SEE GUTTER PROFILES FOR STATION MU SBURG HOLT & ULLEVIG NORTH COLLEGE AVENUE/ Project No./Code RIVERSIDE AVENUE IMPROVEMENTS AOC 2873-117 DRAINAGE PLANS STA 0142-039 Designer: ELL/CDT 13614 & 14148 Detailer: CDT Sheet Subset: DRAINAGE Subset Sheets: DR-5 of 7 Sheet Number 107 C_1 280 EGEND \ / Q WATER METER ELEC. OUTLET Q FIRE HYDRANT O DRAINAGE MANHOLE m ELECTRIC VAULT MONITORING WELL DC WATER VALVEEDGE OF ASPHALT 1 (D TELEPHONE MANHOLE EDGE OF ROAD Od SANITARY MANHOLE 1 — — FLOW LINE 0 CONTROL POINT HANDICAP RAMP W WATER LINE I ® SHRUB I I I CENTERLINE OF RAIL ROAD TRACK PINE TREE - El TELEPHONE PEDESTAL SANITARY LINE SIGN — —Nsa— ONE FOOT CONTOUR WATER SHUTOFF —4900�— 5 FOOT CONTOUR \) ELECTRIC MANHOLE \ i 02iF� TRAFFIC MAST TRAFFIC Box \ VERTICAL DATUM: FORT COLLINS (NGVD 1929 UNADJUSTED) BENCHMARK: FORT COLLINS BENCH 29-97 ON NORTHEAST \ CORNER OF MULBERRY STREET AND WHEDBEE STREET. ELEV. = 4974.83 HORIZONTAL DATUM: FORT COLLINS GROUND MASTER COORDINATE SYSTEM. HORIZONTAL CONTROL BASED UPON FORT COLLINS BENCHMARK NO. 570. \ N=129026.64 E=197454.92 - \ -o ANDERSON CONSULTING ENGINEERS, INC. RESPONSIBILITY LIMITED TO THE DESIGN OF STORM SEWER FACILITIES SHOWN ON THIS SHEET. 14960 14950 14940 I � � N AL SCALE HORIZONTAL SCALE:1 "=40- RR ARM 0 10 20 40 CONTOUR 111iERVAL 1 FOOT AND 2'FEET A LINE A O O LINE B NOTE: RGJ = RUBBER GASKET JOINT EXISTING 24- INCH CMP/ADS 1 � — o o \\ BRICK ISLAND \ �96 OVE EXISTING \ Zy� \ '' __PRAIRAG€ INLET \ N V XISIING 1-5�- INC:}i W A I E R it'N I 1 \ + — 18-INCH CMP \ CXISIW(; 18 INS H CMf' MVERERRYS..TREWT EXIT,IING V DRAINAGE — MANHOLE Is, \ 4962 — \ REMOVE EXISTING C� MANHOLE — REMOVE EXISTING X '!^'i ," :Nil INSTALL DOUBLE TYPE 16 COMBINATION INLET (MATCH CURB OPENING HEIGHT TO EXISTING CURB HEIGHT); REPLACE CURB do GUTTER, AS NECESSARY, TOIMATCH EXISTING CURB & GUTTER AND 4MAIN TO NEW INLET _ O INSTALL 18-INCH RCP (CLASS III RGJ) ME DIAN /—CL STA. 4+58.1 EXISTING - INSTALL 84-INCH DIA. MANHOLE 24- INCH RCP N: 128977.80 _ E: 198490.76 ILA- Vd•'If L, L S 18-INCH CMP O� �4962� — - -- W — — �— INSTALL 18-INCH RCP REMOVE EXISTING �� (CLASS III RGJ) 24-INCH CMP. XI'E 1 "OMBINATION INLET v I : � �S 24 INCra � < {BATCH -CURB r3PENTf1G-4EI0HT TO)(ISTING CURB HEIGHT); TO MATCH AS EXISTING CURB & GUTTERS AND DRAINSARYTO �N W INfrfiT / CONNECT PRO OSED �=':`_•:..�.�.:, 36-INCH RCP TO i \ #p REMOVE EXISTING DRAINAGE INLET _ — — EXISTING INLET BOX — S INST L E6-INCH RCF\ l XI IN [)Iv,IvAC4 IN.I (tLASSAI RGJ) \ \ 1 v/ p \ \ S \ \ EX. DRAINAGE INLET p (TO REMAIN) \ , z� w a a w 'n W ZZ z av wO wLD p "? > zF Z H J Q J Q Z N N W O H Ow O w O �� Kst rn M V)_LOQO O¢ O49910 0 w z a + n + Q + + X Z ww U X w K w W H Z~ Z Vj W H J> O Q O W Q I Uaj QJ> in U Z ~. In O U/ OD 0 cn a0 O (n U w z REMOVE EXISTING MANHOLE [XISTING GROUND —^ - — — — — — — — —_ — — — — — — — — — — — — — — — — — LINE B Il INVERT ELEV. 4956. 4 REMOVE EXISTRlG PROPOSED JI1 24-INCH CMP 36-INCH RCP PROPOSED 161 RCP (CLASS NI RGJ) (CLASS III RGJ) LINE A EXISTING 24-INCH RCP INVERT ELEV. 4957.21 EXISTING 24-INCH CMP/ADS 36-INCH RCP (C 55 III RGJ) • 0.57% CONNECT EXISTING 2 -INCH RCP TO PROPOSED MANH LE 36-INCH RCP (CLASS III RGJ) TO PROPOSED MANHOLE CONNECT PROPOSED 36-INCH RCP (CLASS 16 RGJ) TO EXISTING INLET BC X ORIGINAL SCALE v, .0 SCALE:1 "=40- N W) e<� 0!HORIZONTAL ILp, cc� IL i a cJ ANdERSON CONSUtTINCt ENgiNEERS, INC 0 10 20 40 = z C c H _ - = e" n I Civil • Water Resources • Environmental VERTICAL SCALE:1 =10' 40 y, M W l W 1 W U W Z W w + NW W 772 Whalers Way, Suite 200, Fort Collins, CO 80525 Z K + K '► '* � � • W K i p K Phone (970) 226-0120I Fax (970) 226-012I O 5 10 ,�„ mz rn WZ in Uz? a wb 4935 + 1+ + 3+00 4+00 otuU Computer File Information Index of Revisions o As Constructed MULBERRY —RIVERSIDE INTERSECTION Project No./Code Creation Date: 04/15/2003 Initials: Q 04/24/2003 LINE B GRATE ELEV. GJK STORM SEWER IMPROVEMENTS AQC 2873-1 17 - Last Modification Date: 04/24/2003 Initials: GJK 0 06/19/2003 REMOVE WATER LINE RELOCATE GJK COLORADO DEPARTMENT No Revisions: MAIN LINE — PLAN AND PROFILE STA 0142-039 CITY OF FORT COLLINS OF TRANSPORTATION Designer: BLV Full Path: P:\COFC2003\02\ACAD\MULB-RIVP&P-OTHER TBLOCK 02207 E. HWY. 402 Revised: 13614 & 14148 281 NORTH COLLEGE AVENUE LOVELAND, CO 80537 Drawing File Name: MULB-RIVP&P-OTHER TITLE BLOCK FORT COLLINS, co 80522 Phone: 970-667-4670 Detailer: TAW Phone: 970-221 -6605 FAX: 970-669-0289 Void: Sheet Number 1 Acad Ver. 2000i Scale: Units: ENGLISH O FAX: 970-221-6378 Region 4 DMM PJG Sheet Subset: Subset Sheets: DR-6 of 7 C-1 280 9 rl 1 CID g N 3 a W LEGEND Q WATER METER 0 ELEC. OUTLET Q FIRE HYDRANT O DRAINAGE MANHOLE m ELECTRIC VAULT MONITORING WELL Dd WATER VALVE EDGE OF ASPHALT (1) TELEPHONE MANHOLE EDGE OF ROAD Ca SANITARY MANHOLE — — — FLOW LINE 0 CONTROL POINT HANDICAP RAMP W WATER LINE ® SHRUB L..I_I j I _l. I.. CENTERLINE OF RAIL ROAD TRACK PINE TREE 0 TELEPHONE PEDESTAL S SANITARY LIME i SIGN — —4958— ONE FOOT CONTOUR A�' WATER SHUTOFF --------- 4950— 5 FOOT CONTOUR I) ELECTRIC MANHOLE Q� TRAFFIC MAST -0 TRAFFIC BOX VERTICAL DATUM: FORT COLLINS (NGVD 1929 UNADJUSTED) BENCHMARK: FORT COLLINS BENCH 29-97 ON NORTHEAST CORNER OF MULBERRY STREET AND WHEDBEE STREET. ELEV. = 4974.83 HORIZONTAL DATUM: FORT COLLINS GROUND MASTER COORDINATE SYSTEM. HORIZONTAL CONTROL BASED UPON FORT COLLINS BENCHMARK NO. 570. N=129026.64 E=197454.92 l�A LINE A O LINE B NOTE: RGJ = RUBBER GASKET JOINT ORIGINAL SCALE HORIZONTAL SCALE:1 "=40' 0 10 20 40 VERTICAL SCALE:1"=10' 0 5 10 \ r OVE EXISTING _ QRAINAGE INLET-- XISI N1 1 INCH j wAlE ROE _ E 18—INCH CMP—� \ f-XISIIN"-: CMI'- MI�I B�RRYSrR�ET I XIS IINC DRAINAGE MANHOIF 4962 — \ REMOVE EXISTING MANHOLE REMOVE EXISTING INSTALL DOUBLE TYPE 16 COMBINATION INLET (MATCH CURB OPENING HEIGHT TO EXISTING CURB HEIGHT); REPLACE CURB do GUTTER, AS NECESSARY, TOIMATCH EXISTING CURB & GUTTER AND IN TO NEW INLET A INSTALL 18—INCH RCP i 1 (CLASS III RGJ) 0+ MEDIAN CL STA. 4+58.1 EXISTING INSTALL 84—INCH DIA. MANHOLE 24- INCH RCS' N: 128977.80 _ _ _E: _198490.76ow vow % J S 18—INCH CMP ©1 4962 FALLLL 18—INCH RCP W REMOVE EXMrNGj 0 2 3 (CUSS III RGJ) 24—INCH CMP _ _ _'- �-----7RSTAtt�Y E 16�COMBINATION INLET �� IS') 'I' JMATCR CURB OPENI'WHEIGHT TO EXISTING CURB HEIGHT); >4 IN I REPLACE CURB do GUTTER, AS NECESSARY, TO MATCH % f EXISTING CURB A: GUTTER AND DRAIN TO NEW IKET CONNECT PRO OSED *` 36—INCH RCP TO i 1 REMOVE EXISTING DRAINAGE INLET EXISTING INLET BOX \ INST L 36—NCH RCNAGE IN; . LINE A ANDERSON CONSULTING ENGINEERS, INC. RESPONSIBILITY LIMITED TO THE DESIGN OF STORM SEWER FACILITIES SHOWN ON THIS SHEET. O��b�Y•R fC/T� Q;�•VRfC/l F O ry •• O 33864 •4N•M• SS�ONAL F ANAL _ OW /\ \ E X. DRAINAGE INLET � (TO REMAIN) u9 4970 4960 :WAIJ 4940 4935 Co M a �> H � � z REMOVE EXISTING MANHOLE AND REPLACE WITH 84—INCH DIA. MANHOLE EXISTING GROUND REMOVE EXISTING 18-INCH CMP EXISTING 18—INCH CMP EXISTING 24-INCH RCP INLET INVERT ELEV. 4951.94 ,AASS�III RGJ) S` W J Z 496 70 O W H Q H (n 00 —Z REMOVE EXISTI" IWLET AND REPLACE WITH DOUBLE TYPE 16 COMBINATION INLETS N ORIGINAL SCALE HORIZONTAL SCALE:1 "=40' 0 10 20 40 CONTOUR INTERVAL 1 FOOT AND 2 FEET MANHOLE DETAIL ORIGINAL SCALE HORIZONTAL SCALE:1 '= 10' N 0 5 10 CL STA. 4+58.1 INSTALL 84—INCH MANHOLE N: 128977.80 E: 198490.76 ELECTRIC- - VAULT 36-INCH RCP (CLASS III RGJ) \��\__\\X W I > V) N N J Z Q WM Z W O Q M N O ? Q Z p W J p It Q O C% w W 4970 > W W 0 OU= Q O W I w Z XW�- a' W Cn K� (~n Goo V) 0 U —Z REMOVE EXISTING MANHOLE AND REPLACE WITH 84—INCH DIA. MANHOLE EMOVE EXISTTNG IILET AND WITH SINGLE TYPE 16 EXISTING GROUND EX MOVE STING [REPLACE OMBINATION INLET is—INC CMP 4960 4960 - CONNECT PROPOSED - CONNECT PROPOSED 16-INCH RCP (CLASS IT!RGJ) EXISTING ' 18-INCH RCP (CLASS M RGJ) TO NEW INLET 18-INCH CMP I! TO NEW INLET CONNECT PROPOSED 16-INCH RCP (CUSS BI RGJ) 0 2.14% 18-INCH RCP CONNECT PROPOSED 18-INCH RCP (CLASS RI RGJ) • 2.24% (CLASS III RGJ) 18-INCH RCP (CLASS III RGJ) I TO NEW MANHOLE TO NEW MANHOLE PROPOSED DNCH EXISTING 24-INCH RCP INLET NOCH DROP RCP INVERT ELEV. 4951.94 36P� CLASS III RGJ 4950 4950 CLASS III RGJ - 1. INVERT INVERT ELEV. 49 ELEV. 4951.65 rn z z 0 z � ti o m z v + ^ O r, pp N U ,p M Z in N Cn U^ n = 'R a- M Y 10 1G ,0o. 1 10 IL Ch �w NNo C~ d� �Qpno w+ T Nh CC < Z t�U�� W K 0 10 K 4940 4940 0 p N 01 = 0 FL n +W In z a y�y, o Z_ W C! =Y 7 n U z �n i I U> N~ Z �WI W `J U J + I J 0DW Y J I W + J J J mp W W O J O =W W J n �W J n I W } J W W ~ K O �v' O } C } O } OAK ZK g�K mwee ZK H Z > H U K= V) W H m Z VI Z> H W= N J ae> U U' Z H VI J > H U K= Ln W H m= V• Z W= Cn J Computer File Information Index of Revisions Creation Date: 04/15/2003 Initials: 04/24/2003 LINE B GRATE ELEV. 0 N Last Modification Date: 04/24/2003 Initials: GJK 06/19/2003 REMOVE WATER LINE RELOCATE g Q Full Path: P:\COFC2003\02\ACAD\MULB—RIVP&P—OTHER TBLOCK Drawing File Name: MULB—RIVP&P—OTHER TITLE BLOCK Acad Ver. 2000i Scale: Units: ENGLISH a 0 L ____j 44935 4935 I I I I 1+00 0+00 o As Constructed GJK GJK City01 FOI(Cuui1's COLORADO DEPARTMENT No Revisions: CITY OF FORT COLLINS OF TRANSPORTATION 281 NORTH COLLEGE AVENUE LOVELA2207 E. HWY. 402 Revised: 80537 FORT COLLINS, CO 80522 Phone: 97 —6 7-46 Phone: 970-221-6605 Phone: 0-669 0289 FAX: 970-221-6378 Re 970-669-0289 Void: Reqion 4 DMM/PJG 18—INCH RCP (CLASS III RGJ) O EXISTING — 24—INCH RCP MANHOLE COVER IN MEDIAN 1 OMEDIAN - LINE B 4970 4960 4950 4940 18—INCH RCP (CLASS III RGJ) ANdERSON CoNsutTINC1 ENgiNEERS, INC Civil • Water Resources • Environmental 772 Whalers Way, Suite 200, Fort Collins, CO 80525 Phone (970) 226-0120 / Fax (970) 226-0121 1 +00 1 MULBERRY —RIVERSIDE INTERSECTION STORM SEWER IMPROVEMENTS LATERALS — PLAN AND PROFILE Designer. BLV Detoiler: TAW Sheet Subset: Subset Sheets: DR-7 of 7 Project No./Code AQC 2873-117 STA 0142-039 13614 & 14148 Sheet Number 103 C-pi 280 9 W INDEX LONG DESCRIPTION QUANTITY ITEMS Clearing and Grubbing UNIT LS BUILDING COMMUNITY CHOICES PROJECT #AQC 2873-117 PCN=13614 PROJECT #STA 0142-039 PCN=14148 PROJECT TOTALS PLAN 1.0- AS CO ST. PLAN AS CONST. PLAN AS CO ST. P� N AS COST. 201 -00000 1.0 202-00010 Removal of Tree EACH 26.0 26.0 202-00001 Removal of Structure EACH 3.0 3.0 202-00033 Removal of Pie EACH 4.0 4.0 202-00036 Removal of Inlet EACH 13.0 13.0 202-00190 Removal of Concrete Median Cover Material SY 378.0 234.0 612.0 202-00200 Removal of Sidewalk SY 2098.0 60.0 2158.0 202-00201 Removal of Curb LF 1107.0 367.0 1474.0 202-00203 Removal of Curb & Gutter LF 2058.0 212.0 2270.0 202-00205 Removal of Wheel Stop EACH 2O.0 20.0 202-002XX Removal of Composite Pavement SY 12723.0 12723.0 202-00210 Removal of Concrete Pavement SY 123.0 69.0 192.0 202-00220 Removal of Asphalt Mat SY 606.0 5322.0 5928.0 202-002XX Removal of Composite Pavement (Planing) SY 14146.0 14146.0 202-00240 Removal of Asphalt Mat (Planing) SY 1132.0 11518.0 12650.0 202-00250 Removal of Pavement Marking SF 2000.0 2000.0 202-01000 Removal of Fence LF 200.0 200.0 202-04001 Plug Culvert EACH 14.0 14.0 202-04002 Clean Culvert EACH 8.0 8.0 203-00010 Unclassified Excavation (Complete in Place) CY 4455.0 1330.0 5785.0 230-00100 Muck Excavation CY 250.0 250.0 203-01597 Potholing HR 80.0 80.0 207-00205 Topsoil CY 630.0 630.0 208-00045 Concrete Washout Structure EACH 1.0 1.0 208-00020 Silt Fence LF 1806.0 1806.0 208-00070 Stabilized Construction Entrance EACH 2.0 2.0 208-00100 Sediment Removal and Disposal LS 1.0 1.0 208-00200 Erosion Control Supervisor LS 1.0 1.0 210-00050 Reset Fire Hydrant EACH 1.0 1.0 210-01050 Reset Chain Link Fence lAdjust LF 510.0 510.0 210-XXXXX Adjust Water Meter EACH 1.0 1.0 210-XXXXX Fire Hydrant EACH 1.0 1.0 210-01710 Adjust Valve EACH 8.0 1 9.0 210-04010 Adjust Manhole EACH 4.0 6 10.0 210-04020 Modify Inlet EACH 3.0 3.0 212-00006 Seeding Native ACRE 0.3 0.3 213-000000 Landscape Maintenance LS 1.0 1.0 213-00003 Mulching (Weed Free) ACRE 0.3 0.3 213-00008 Mulching (Wood Chip) CF 4319.0 4319.0 213-00070 Mulch Tackifier LB 50.0 50.0 213-00705 Landscape Boulder S ecial 12"X12"X12" EACH 47.0 47.0 213-00705 Landscape Boulder (Special)(18"X18"X18") EACH 96.0 96.0 213-00705 Landscape Boulder (Special)(24"X24"X24") EACH 47.0 47.0 214-00225 Deciduous Tree 2.5 Inch Cali er EACH 16.0 16.0 214-00230 Deciduous Tree (3 Inch Caliper) EACH 10.0 10.0 214-00235 Deciduous Tree (3.5 Inch Caliper) EACH 19.0 19.0 214-00350 Deciduous Shrub 5 Gallon Container EACH 103.0 103.0 214-00650 Evergreen Shrub (5 Gallon Container) EACH 377.0 377.0 214-00950 Perennials (1 Gallon Container) EACH 41.0 41.0 215-XXXXX Tree 3 to 6 Inch EACH 4.0 4.0 250-00100 -Transplant Environmental Health and Safety Management LS 1.0 1.0 304-06000 Aggregate Base Course (Class 6) TON 885.0 4888.0 5773.0 403-00720 Hot Bituminous Pavement(Patching) As halt TON 160.0 350 510.0 403-33851 Hot Bituminous Pavement (Grading S)(100) (PG 64-28) TON 885.0 5678 6563.0 412-00600 Concrete Pavement (6 Inch) SY 766.0 126.0 892.0 412-01152 Concrete Pavement 11-1 2 Inch SY 3742.0 3742.0 412-01 152 Concrete Pavement (1 1-1 /2 Inch) (Fast Track) (24 Hour) SY 3233.0 3233.0 412-01152 Concrete Pavement (11-1/2 Inch) (Fast Track) (48 Hour) SY 6151.0 6151.0 603-01150 15 Inch Reinforced Concrete Pipe LF 111.0 111.0 603-01180 18 Inch Reinforced Concrete Pipe LF 677.0 677.0 ""' •. 603-01240 24 Inch Reinforced Concrete Pie LF 254.0 254.0 603-01300 30 Inch Reinforced Concrete Pipe LF 70.0 70.0 ' 603-01360 36 Inch Reinforced Concrete Pipe LF 424.0 424.0 603-01420 42 Inch Reinforced Concrete Pipe LF 303.0 303.0 603-02420 153X34 Inch Reinforced Concrete Pipe Elliptical LF 195.0 195.0 •NA$L���;` 603-07240 124 Inch Reinforced Concrete Pipe (Jacked) LF 68.0 68.0 INFELSBURG HOLT & ULLEVIG Computer File Information O 0 Index of Revisions Sul' ----- c , ,rr, c,m"S COLORADO DEPARTMENT CITY OF FORT COLLINS OF TRANSPORTATION 2207 E. 7wY. 401 281 NORTH COLLLGE AVENUE LOVELAND, CO 80537 F OR7 COLLINS, CO 80522 Phone: 970-667 4670 Phone: 970-- 221 -6605 FAX: 970- 669- 0289 FAX. 970-221-6378 Region 4 DMM PJG As Constructed NORTH COLLEGE AVENUE/ RIVERSIDE AVENUE IMPROVEMENTS SUMMARY OF APPROXIMATE QUANTITIES Project No./Code Creation Date: 11/06/02 Initials: JMH No Revisions: AQC _ 117 STTA 01842-039 Last Modification Date: 11/06/02 Initials: JMH Full Path: K:\00230\ACAD\SHEET Revised: Designer: 13614 & 14148 Drawing File Name: M00230SAQ01.dwg Detailer: Void: Sheet Number II Acad Ver. 2000i Scale: Units: ENGLISH Sheet Subset: Subset Sheets: SQ-1 of 3 G-1 280 9 CALL UNCC TWO WORKING DAYS BEFORE YOU DIG 1-800-922-1987 METRO DENY R AREA UnUTY WflnCATION CENTER O C0.ORADO 0O%ipw 30 60 Scale: 1"=60' Horiz. 1"=6' Vert. NOTE: UTILITY LINES AS SHOWN ON UTILITY AND PROFILE SHEETS ARE PLOTTED FROM THE BEST AVAILABLE INFORMATION. THE CONTRACTOR'S ATTENTION IS DIRECTED TO PARAGRAPH 105.06 OF THE SUPPLEMENTAL SPECIFICATIONS CONCERNING UTILITIES. THE CONTRACTOR WILL CALL 1-800-922-1987 FOR UTILITY LOCATIONS AT LEAST 2 WORKING DAYS PRIOR TO ANY EXCAVATION NOT INCLUDING THE DAY OF ACTUAL NOTICE. NOTE: DRAINAGE LINE FOR PLAN VIEW SEE SHEET "A 1 " DR-1 "A5" DR-1 NOTE: THE MINIMUM CLEARANCE BETWEEN STORM SEWERS AND UTILITIES OTHER THAN WATER MAINS SHALL BE 12 INCHES UNLESS ONE OF THE PIPES IS ENCASED, WHICH REDUCES THE CLEARANCE TO 6 INCHES. STORM SEWERS SHALL HAVE ALL THE JOINTS ENCASED FOR 10 FEET ON EACH SIDE OF UTILITY CROSSINGS. IF A STORM SEWER IS LAID LESS THAN 10 FEET HORIZONTALLY FROM A WATER MAIN, THESE REQUIREMENTS SHALL ALSO APPLY. ENCASEMENTS SHALL CONSIST OF A REINFORCED CONCRETE COLLAR 6 INCHES THICK AND EXTENDED 12 INCHES ON EITHER SIDE OF THE JOINT. THE MINIMUM REINFORCEMENT SHALL BE #4 BARS, CONTINUOUS, PLACED AT EACH CORNER OF THE SECTION TIED WITH #3 BARS AT 3 FOOT CENTERS AND SHALL BE INCLUDED IN THE COST OF THE PIPE. (ENCASEMENT NOT REQUIRED IF CLEARANCE GREATER THAN 18 INCHES). In, Mrs 100-YEAR H.G.L Q=1 1.8 c.f.s 50-YEAR H.G, EALOW1 ENCASE RCF LIMIT! -H co -J:z r- Ld It -H 4a 0 _j bj N 060 NCID ui F, .V) 0 _X Wtl)LLI '1�� G)z 4— 0)� it + 0 Ld b _j CY) �6 00 X< ICY OW 17 < ttr tr) Ld => < r0:2 LLJ � PROPOSED FINISHED GRADE NCASE R R P JOIN 100-YEAR HA Q=22.7 c.f.s ACONNECT PIPE LING INV. IN E QI 50 -YEAR JOINT s 0 0 0) REQ'D 3Q" X 69.3' 0 Ln LO C� r- RC I) 0) W .�77% t- of of CD 10) (14 1 w 0 Ld -H Ld 0(n Ld C4 (14 Wir Li -H :r LLJ 0 0 > r- C� r- > 6 > z LLi 0) z z Lj (r 0 C)w _j wz O�-<x CL > 4960 1 `0z" 70 REQ'D 24" X 49.1 ' RCP @ 0.611% (A2) A MUST KEEP UNIFORM SLOPE FOR 4 INCH NON -PERFORATED PIPE UNDERDRAIN. - a: �f rjuj iI -H tr w of IL w 0 Uj wU M 0 W Uj U_ 6 r- M Z i0 0) I- w �- >�o 00 �-- 0 �- a. 11 Z w 0 _j 0 Uj vUj L) "LINE Al" 4990 4990 4980 4980 ILI 100-1 4 INCH NON -PERFORATED 0=10 - - RDRAIN .=4973.25± 4970 4970 I.G.L 50-N "LINE B" 4960 4960 EXCAVATION AND BACKFILL FOR STRUCTURES INFORMATION ONLY QUANTITIES PIPE SEGMENT (INCLUDED IN THE COST OF PIPE) A2 A4 I A6 A8 STRUCTURE EXCAVATION 74 CY 108 CY 71 CY 64 CY EMB MATL (CIP) 38 CY 54 CY 35 CY 29 CY STR BKFL (CL1) 26 CY 40 CY 31 CY 26 CY ZD U 0 U 0 Ln 0 Ln to _j _j lJ F_: w Qf < M -H ft Inx a- 00 a_ 14 060 N M Lri N 01 0—i vilE C)m C�z II _j C) _j N LLI LLJ +Cy 0) Apr icy L0 Ln LLJ < OLLI < LLI O< Of I - PROPOSED FINISHED GRADE 'EAR H.G.L_/ c.f.s 1AR H.G.L REQ' D 15' 82.8' 1 Ln Ln 0 1P RCP @ .543% 3: Lo I Zo of 0 0 0 N (A� t 0) Jam.. it Uj _j Li L w Uj z 10 0 0 0 U) > z z z Cr w Uj W M: > -Z <w �- Om 0 0 LREQ'D 24" X 54.6' RCP @ 0.549% 3r "LINE (A8) X w A5 " MUM 100-YEAR H.G.L Q=3.2 c.f.s 4970 - 50-YEAR H.G.L 16 29117 p FELSBURG HOLT & ULLEVIG Computer File Information Index of Revisions 0 T As Constructed NORTH COLLEGE AVENUE/ Project No./Code Creation Date: 03/03/03 Initials: CDT RIVERSIDE AVENUE IMPROVEMENTS AQC 2873-117 iiiik DLPA 11M rJ! 1,1HY � I I IN No Revisions: DRAINAGE PROFILES STA 0142-039 Lost Modification Date: 03/03/03 Initials: CDT COLORADO DEPARTMENT CITY OF FORT COLLINS OF TRANSPORTATION Designer: ELL/CDT Full Path: K:\00230\ACAD\SHEET 2207 E. HWY. 402 Revised: 13614 & 14148 281 NORTH COLLEGE AVENUE LOVELAND, CO 80537 1 1 FORT COLLINS, CO 80522 Phone: 970-667-4670 Detailer: CDT Drawing File Name: D00230PR001.dwg Phone: 970-221 —6605 FAX: 970-669-0289 Void: 6 Sheet Number Ito Acad Ver. 2000i Scale: Units: ENCLISI­4 FAX: 970-221-6378 Region 4 DMM/PJG Sheet Subset: DRAINAGE Subset Sheets: DP-1 of G-1 280 9 CALL UNCC TWO WORKING DAYS IVA BEFORE YOU DIG 1-800-922-1987 METRO DENY R AREA UTILITY NOTIEICAPON CENTER OF COLORADO 100-YEAR H.G.L— Q=4.1 c.f.s 4970 50-YEAR H.G.L ­� NOTE: UTILITY LINES AS SHOWN ON UTILITY AND PROFILE SHEETS ARE PLOTTED FROM THE BEST AVAILABLE INFORMATION. THE CONTRACTOR'S NOTE: ATTENTION IS DIRECTED TO PARAGRAPH 105.06 OF THE SUPPLEMENTAL SPECIFICATIONS CONCERNING UTILITIES. THE CONTRACTOR WILL CALL 1-800-922-1987 FOR UTILITY LOCATIONS AT LEAST 2 WORKING DAYS PRIOR TO ANY EXCAVATION NOT INCLUDING THE DAY OF ACTUAL NOTICE. DRAINAGE LINE FOR PLAN VIEW SEE SHEET "B1" DR-1 "B5" DR-1 NOTE: THE MINIMUM CLEARANCE BETWEEN STORM SEWERS AND UTILITIES OTHER THAN WATER MAINS SHALL BE 12 INCHES UNLESS ONE OF THE PIPES IS ENCASED, WHICH REDUCES THE CLEARANCE TO 6 INCHES. STORM SEWERS SHALL HAVE ALL THE JOINTS ENCASED FOR 10 FEET ON EACH SIDE OF UTILITY CROSSINGS. IF A STORM SEWER IS LAID LESS THAN 10 FEET HORIZONTALLY FROM A WATER MAIN, THESE REQUIREMENTS SHALL ALSO APPLY. ENCASEMENTS SHALL CONSIST OF A REINFORCED CONCRETE COLLAR 6 INCHES THICK AND EXTENDED 12 INCHES ON EITHER SIDE OF THE JOINT. THE MINIMUM REINFORCEMENT SHALL BE #4 BARS, CONTINUOUS, PLACED AT EACH CORNER OF THE SECTION TIED WITH #3 BARS AT 3 FOOT CENTERS AND SHALL BE INCLUDED IN THE COST OF THE PIPE. (ENCASEMENT NOT REQUIRED IF CLEARANCE GREATER THAN 18 INCHES). o_ N IVZ—) � 4990 ~o O 0 o i -H -H Ln to LLJ L0 J JZ r (� J� WV) W N+- w a) O dm r• W 0fl -1 J W II : � 0)W OZ d c0 L � O W J +— 0 U' ��� (� �� +� �Lp U� W 00 xm . uj xm �W 0 �w0 —m rM� W u rM0_ W �/ Ma_ F .-0_ a_ I POS�D HED I E I L i ENCl�E RCP JOINT LIMITS ~ I 100- Q=11 i 00 OaoI III BFO- (0Cr o0)1 rn c�o �W E -� °0 ._ W O w W�II ZZ IZo — — -H Zp o l� — > i �I I» IZ_Z r� » Z {{ - Ln �� !ZZ Vn w J> i I� Uw0 4960 wC) �wr. REQ' D 18" X 35.5' w Erw 0 41w o a RCP ® 0.563% a Zw U (B2) ao� of _ JaO-1� 0 F- a Z ft d' w w w U W w� 0 a U it LJ - M 0 3 a -0-RREQ' D 18" X 20.9'...... w o 0 0 0 30 60 RCP ® 0.478% (B4) _ "=60' LINE N E Scale: 1 Horiz. 1 "=6' Vert. IL ui X 00- a o LREQ' D 24" X 64.7' MO <RCP 0 0.541 % woo (B6) B1" EAR H.G.L B C.f.s 4970 -•CONNECT 4 INCH NON -PERFORATED PIPE UNDERDRAIN INV. IN EL.=4972.40t • MUST KEEP UNIFORM SLOPE FOR 4 INCH NON —PERFORATED PIPE UNDERDRAIN. MOTI 4970 a_ V) F- 0 LO o ; LO J Ld F V O<N i �LJ00 co _ Q- N __._.x__. p O r cy r- Mm 0) 0) d= II i Cooz II �— J 000 W �0 W +Ci O NO U cow Qm w Om r 0 F- I d 0 F- i f i __- _--_ _.. _. ___ __ ___. ___ . ____ __ __ . _- -_ _____ ----: _ --_._. I 3 I 3 3 0 ' I I I a o r 00 _. � o -- <t I � II I it J J W W O a O Z x Z — Z V) X ILL] "LINE B7" EXCAVATION AND BACKFILL FOR STRUCTURES INFORMATION ONLY QUANTITIES PIPE SEGMENT (INCLUDED IN THE COST OF PIPE) STRUCTURE EXCAVATION EMB MATL (CIP) STIR BKFL (CL1) BB2 82 B4 B6 B8 10 CY 5 CY 4 CY 43 CY 22 CY 16 CY 27 CY 14 CY 10 CY 87 CY 40 CY 35 CY 53 CY 26 CY 21 CY PROPOSED FINISHED GRADE 100-YEAR H.G.L Q=5.2 c.f.s 4970 -YEAR H.G.L REQ' D 18" X 48.0' RCP ® 0.521 % (B8) 4970 cn �I Jj �co �W�00 W O t\ 00Z, J 00Z J LO0, W 00 Wry ' LLJ O M N'LLJ O O m �t 0--;, F- � .0-Of F- 01 REQ' D 18" X 6.7' RCP ® 3.731 % (BB2) "LINE 13131 " More] 19=61,1 4970 12,019181 29117 FELSBURG HOLT & ULLEV IG Computer File Information O O 0 Index of Revisions oT ---b.._� -- —^ — COLORADO DEPARTMENT CITY OF FORT COLLINS OF TRANSPORTATION 281 NORTH COLLEGE AVENUE 2207 E. HWY. 402 FORT COLLINS, CO 80522 LOVELA 97 -6 80537 Phone: 970-667-4670 Phone: 970-221 -6605 FAX: 970-669-0289 FAX: 970-221-6378 Region 4 DMM PJG As Constructed NORTH COLLEGE AVENUE/ RIVERSIDE AVENUE IMPROVEMENTS DRAINAGE PROFILES Project No./Code Creation Date: 03/03/03 Initials: CDT No Revisions: AQC 2873-117 STA 0142-039 Last Modification Date: 03/03/03 Initials: CDT Full Path: K:\00230\ACAD\SHEET Revised: Designer: ELL CDT g / 13614 & 14148 Drawing File Name: D0023OPR0O2.dwg Detailer. CDT Void: Sheet Number 111 Acad Ver. 2000i Scale: Units: ENGLISH Sheet Subset: DRAINAGE Subset Sheets: DP-2 of 61 C-1 280 i V CALL UNCC TWO WORKING DAYS BEFORE YOU DIG 1-800-922-1987 METRO DENVER AREA UnOTY u°nnCAnoN CENTER of COLMADO O M•:• 100-YEAR H.G.L- 0=15.1 c.f.s 50-YEAR H.G.L -/ NOTE: UTILITY LINES AS SHOWN ON UTILITY AND PROFILE SHEETS ARE PLOTTED FROM THE BEST AVAILABLE INFORMATION. THE CONTRACTOR'S NOTE: ATTENTION IS DIRECTED TO PARAGRAPH 105.06 OF THE SUPPLEMENTAL SPECIFICATIONS CONCERNING UTILITIES. THE CONTRACTOR WILL CALL 1-800-922-1987 FOR UTILITY LOCATIONS AT LEAST 2 WORKING DAYS PRIOR TO ANY EXCAVATION NOT INCLUDING THE DAY OF ACTUAL NOTICE. DRAINAGE LINE FOR PLAN VIEW SEE SHEET "C1" DR-2 "C1 " DR-2 NOTE: THE MINIMUM CLEARANCE BETWEEN STORM SEWERS AND UTILITIES OTHER THAN WATER MAINS SHALL BE 12 INCHES UNLESS ONE OF THE PIPES IS ENCASED, WHICH REDUCES THE CLEARANCE TO 6 INCHES. STORM SEWERS SHALL HAVE ALL THE JOINTS ENCASED FOR 10 FEET ON EACH SIDE OF UTILITY CROSSINGS. IF A STORM SEWER IS LAID LESS THAN 10 FEET HORIZONTALLY FROM A WATER MAIN, THESE REQUIREMENTS SHALL ALSO APPLY. ENCASEMENTS SHALL CONSIST OF A REINFORCED CONCRETE COLLAR 6 INCHES THICK AND EXTENDED 12 INCHES ON EITHER SIDE OF THE JOINT. THE MINIMUM REINFORCEMENT SHALL BE #4 BARS, CONTINUOUS, PLACED AT EACH CORNER OF THE SECTION TIED WITH #3 BARS AT 3 FOOT CENTERS AND SHALL BE INCLUDED IN THE COST OF THE PIPE. (ENCASEMENT NOT REQUIRED IF CLEARANCE GREATER THAN 18 INCHES). 0_ 0 0 �. o '- J 1 W �U of I-Q Cr W in W n I i M -H I C%4 CD 'Kt� N �g N r Ld p C � rn I-z O- J W O)z r-- J j i 0O W^ +O W^ U �O O_ W^ o+oCy � F- � U �wO rr ) p U rnLLJ M r)a_ PROPOSED FINISHED GRADE z 1 I I I 100-YEAR H.G.L Q=8.9 c.f.s 50-YEAR H.G.L 3 i ENCASE;RCP JOINT I LIMITS I 1 0O 0 REQ' D 24" X 83.71 04 CO LO RCP ® 0.538% o66 1 0 r0i (C2) � �' (D u � W I II II 1 I w F- I II W z J W ^ 3 O W F_ O a^ Ci 1 7> �zz z0 -o 0) 0 ' z > I> w w Z Z - w m -- w d2d� w cr NwQ 0 Q 0�La� m �Oo aZZ w o�LiOUW 0 30 60 Scale: 1 "=60' Horiz. 1 "=6' Vert. COmDuter File Information Creation Date: 03/03/03 Initials: CDT Last Modification Date: 03/03/03 Initials: CDT Full Path: K:\00230\ACAD\SHEET Drawing File Name: D00230PR003.dwg Acad Ver. 2000i Scale: Units: ENGLISH w REQ' D 24" X 69.0' RCP 0 0.725% (C4) "LINE C 1 " Index of Revisions 4990 4990 4980 4980 4970 4970 100-YEAR H.11 Q=3.3 c.f.s 6iik Crt) of Furt l uilins CITY OF FORT COLLINS 281 NORTH COLLEGE AVENUE FORT COLLINS, Co 80522 Phone: 970-221 -6605 FAX: 970-221 -6378 4960 w� REQ' D 18" X 70.0' RCP ® 0.500% (D2) oT 6 � .�_ REQ' D 18" X 10.3'—J RCP ® 0.485% (D4) REQ' D 18" X 73.6' RCP ® 0.543% (D6) As Constructed No Revisions: COLORADO DEPARTMENT OF TRANSPORTATION 2207 E. HWY. 402 Revised: LOVELAND, CO 80537 Phone: 970-667-4670 FAX: 970-669-0289 Void: Region 4 DMM PJG EXCAVATION AND BACKFILL FOR STRUCTURES INFORMATION ONLY QUANTITIES1 PIPE SEGMENT (INCLUDED IN THE COST OF PIPE) I C2 C4 D2 I D4 D6 D8 STRUCTURE EXCAVATION EMB MATL (CIP) STIR BKFL (CII 107 CY 90 CY 74 CY 13 CY 77 CY 97 CY 61 CY 52 CY 35 CY 6 CY 42 CY 57 CY 36 CY 30 CY 31 CY 6 CY 28 CY 32 CY a_ 0_ O O O � U) r-, a 0 0 LL- o LO o LO J LO Q Q J W _ m ii W J In m _HLi.I I'7 - - - r7 � cc Q O } LO n 0 _ 0: I� r �0,, F_ 01 V) r F- V) Z u �_ �z u — J � I► biO �p W 0d� q- UIn 1* WOpW jU WJ)p U NCi o 0 o p ow � 7 OrLj Op �w I Ct UI� 00_ F-N—ol N0 0_ eM0 F-0' of nC4 I PROPOSED FINISHED I GRADE I_ ENCASE R�INT" - - '� - L - - LIMITS 3 ENCASE RCP DINT _ -- I LIMITS 3 III; 50-YEAR H RE 18" X 62.4' j o 1 In En In !c i ® % P 1 C0.56 4C6 o0 o row ro0; r-06 LO(D8) w a; co r. 1� 01 I I w 0) J w 1 w; a 311w �^ IIw ilao-�+I IIw IIw �w w v O QZa n>I?O zo laolw^?pp c�<,1 IOazl I >o LLJ1 Z come w�17- zz ui wov ZZ ZZ o-a�wo ``' = LLQ� t O. � J 3 Zm0 W W0.00 Q 3 X W 3.L 4970 NA FEISBURG LINE D 1 HOLT & ULLEVIG NORTH COLLEGE AVENUE/ RIVERSIDE AVENUE IMPROVEMENTS DRAINAGE PROFILES Designer: ELL/CDT Detailer: CDT Sheet Subset: DRAINAGE Subset Sheets: DP-3 of Project No./Code AQC 2873-117 STA 0142-039 13614 & 14148 61 Sheet Number 112 C -1 280 9 CALL UNCC ICA TWO WORKING DAYS BEFORE YOU DIG 1-800-922-1987 METRO DENWR AREA UTILITY NOTIRCAPDN CENTER W MCRAW NOTE: UTILITY LINES AS SHOWN ON UTILITY AND PROFILE SHEETS ARE PLOTTED FROM THE BEST AVAILABLE INFORMATION. THE CONTRACTOR'S ATTENTION IS DIRECTED TO PARAGRAPH 105.06 OF THE SUPPLEMENTAL SPECIFICATIONS CONCERNING UTILITIES. THE CONTRACTOR WILL CALL 1-800-922-1987 FOR UTILITY LOCATIONS AT LEAST 2 WORKING DAYS PRIOR TO ANY EXCAVATION NOT INCLUDING THE DAY OF ACTUAL NOTICE. NOTE: THE MINIMUM CLEARANCE BETWEEN STORM SEWERS AND UTILITIES OTHER THAN WATER MAINS SHALL BE 12 INCHES UNLESS ONE OF THE PIPES IS ENCASED, WHICH REDUCES THE CLEARANCE TO 6 INCHES. STORM SEWERS SHALL HAVE ALL THE JOINTS ENCASED FOR 10 FEET ON EACH SIDE OF UTILITY CROSSINGS. IF A STORM SEWER IS LAID LESS THAN 10 FEET HORIZONTALLY FROM A WATER MAIN, THESE REQUIREMENTS SHALL ALSO APPLY. ENCASEMENTS SHALL CONSIST OF A REINFORCED CONCRETE COLLAR 6 INCHES THICK AND EXTENDED 12 INCHES ON EITHER SIDE OF THE JOINT. THE MINIMUM REINFORCEMENT SHALL BE #4 BARS, CONTINUOUS, PLACED AT EACH CORNER OF THE SECTION TIED WITH #3 BARS AT 3 FOOT CENTERS AND SHALL BE INCLUDED IN THE COST OF THE PIPE. (ENCASEMENT NOT REQUIRED IF CLEARANCE GREATER THAN 18 INCHES). 4990 1 1 1 4990 4990 W J(Y -i 11 nK J CN W � o cy - 0 na O LLI �Q a m _H lnm �g � z' o: u J 0- W �I � 0 Nw0 N of of I f�l EA LORT91 ���,C��■Nonce 100-YEAR H.G,L--!' 0=5.0 c.f.s 0 I (o to I J W 0 30 60 Scale: 1 "=60' Horiz. 1 "=6' Vert. I REQ' D 18" X 75.2' RCP -.0__ .532% ___- ((2) ENCASE RCP JOINT LIMITS I O o rn N W (o i .. (O W st d II 0- II II w vwo a w Z Z p a ao - 0_ a F- > > w(, Q Zz m p - H o z oo Op w "LINE • MUST KEEP UNIFORM SLOPE FOR 4 INCH NON -PERFORATED PIPE UNDERDRAIN. Computer File Information Creation Date: 03/03/03 Initials: CDT 0 Last Modification Date: 03/03/03 Initials: CDT Full Path: K:\00230\ACAD\SHEET Drawing File Name: D00230PR004.dwg Acad Ver. 2000i Scale: Units: ENGLISH ♦CONNECT 4 INCH NON-P PIPE UNDERDRAIN INV. IN EL.=4970.60t 4960 4960 E1" Index of Revisions ►: Z I O I L0 r 41 ofW � 0 Oilt m Nw'�t II �_:q) It— W -H �a (owO Of Mtn n tea_ LLL_ 0 O ROPOSED 1 w j NISHED + r- RADE o m 04 100-YEAR H.G.L-1 I— _ Q=6.1 c.f.s E:0191 oraft 111 4970 00-YEAR H.G.L :-)RATED =6.1 c.f.s I I O O of � Q II w o 0 J z W O F- LO b 00 (D (o to O) � 'q_ Z 4960 J J J W W LJ LEJ I- z Z Z � »» ZZZZ +I I �^ REQ' D 15" X 27.8' t RCP ® 0.504% II > o (F2) w Uj OU zw Ja W 00 (n �aI.-wof HI_Q�= 3�Zm0 X p 00 Uj v M 6iak C�t�ul Hurl �'ullins CITY OF FORT COLLINS 281 NORTH COLLEGE AVENUE FORT COLLINS, CO 80522 Phone: 970-221 -6605 FAX: 970-221 -6378 NOTE: DRAINAGE LINE FOR PLAN VIEW SEE SHEET "E1 " DR-2 "F1 " DR-2 "G1" DR-2 EXCAVATION AND BACKFILL FOR STRUCTURES INFORMATION ONLY QUANTITIES PIPE SEGMENT (INCLUDED IN THE COST OF PIPE) STRUCTURE EXCAVATION EMB MATL (CIP) STIR BKFL (CL1) E2 F2 G2 G4 209 CY 128 CY 64 CY 25 CY 11 CY 12 CY 172 CY 101 CY 57 CY 103 CY 60 CY 34 CY o_ I i O 1-41 I � O o r-. I LLI VW9 W N F2U) Cr 0] a_ En M -Ha� O m LA � N H G7 W oZ �F M� NU) r` II ad_ o "t n w J 0Lr)� W O� W /� N� LLJ 0 ( (O. +Cy t� -0 of I.- oa �m NW N0 0 N0_ Of u i i � I o ♦CONNECT 4 INCH NON -PERFORATED II PIPE UNDERDRAIN INV. IN EL. 4970.40t I I - II ENCASE CP JOINT N W REQ , ' D 18 X 131.6 rn l l - - „ LIMNS , --`� - R - - -- P ®0 532% - ---- ------ Do EA-tt- II - ____-- ���� RCP 0.518� CD G2) II II 0t 1+1 0 1 II -i W II �I -J II II O oz a> zz z II > ; Cj p ZZ w� -- QZ�O a WOM °0aaz w p p O "LINE F1" of As Constructed X", I "I" ON No Revisions: COLORADO DEPARTMENT OF TRANSPORTATION 2207 E. HWY. 402 Revised: LOVELAND, CO 80537 Phone: 970-667-4670 FAX: 970-669-0289 Void: Region 4 DMM PJG m zlz z X w "LINE G1 " NORTH COLLEGE AVENUE/ RIVERSIDE AVENUE IMPROVEMENTS DRAINAGE PROFILES Designer: ELL/CDT Detailer: CDT . •Iy191 Werefel 4970 -100-YEAR H.G.L Q=4.5 c.f.s +I -H 00 n .. n o� (o n it w w O c�to�' 4yo.o a_ a_ 29117 7 Q_ w a a �o :,� 41-L�ILi QOQO9 FFSsloNA E 3acIa z wF- FELSBURG HOLT & ULLEVIG Project No./Code AQC 2873-117 STA 0142-039 13614 & 14148 Sheet Subset: DRAINAGE Subset Sheets: DP-4 of 61 Sheet Number 113 C "1 280 9 V CALL UNCC TWO WORKING DAYS BEFORE YOU DIG w 1-800-922-1987 METRO DENY R AREA unurr NOTIFICATION [ENTER O: cagVADD 0 30 60 Scale: 1 "=60' Horiz. 1 "=6' Vert. NOTE: UTILITY LINES AS SHOWN ON UTILITY AND PROFILE SHEETS ARE NOTE: PLOTTED FROM THE BEST AVAILABLE INFORMATION. THE CONTRACTOR'S DRAINAGE FOR PLAN VIEW ATTENTION IS DIRECTED TO PARAGRAPH 105.06 OF THE SUPPLEMENTAL LINE SEE SHEET SPECIFICATIONS CONCERNING UTILITIES. THE CONTRACTOR WILL CALL "A9" 1-800-922-1987 FOR UTILITY LOCATIONS AT LEAST 2 WORKING DAYS DR-1-2, 4 PRIOR TO ANY EXCAVATION NOT INCLUDING THE DAY OF ACTUAL NOTICE. NOTE: THE MINIMUM CLEARANCE BETWEEN STORM SEWERS AND UTILITIES OTHER THAN WATER MAINS SHALL BE 12 INCHES UNLESS ONE OF THE PIPES IS ENCASED, WHICH REDUCES THE CLEARANCE TO 6 INCHES. STORM SEWERS SHALL HAVE ALL THE JOINTS ENCASED FOR 10 FEET ON EACH SIDE OF UTILITY CROSSINGS. IF A STORM SEWER IS LAID LESS THAN 10 FEET HORIZONTALLY FROM A WATER MAIN, THESE REQUIREMENTS SHALL ALSO APPLY. ENCASEMENTS SHALL CONSIST OF A REINFORCED CONCRETE COLLAR 6 INCHES THICK AND EXTENDED 12 INCHES ON EITHER SIDE OF THE JOINT. THE MINIMUM REINFORCEMENT SHALL BE #4 BARS, CONTINUOUS, PLACED AT EACH CORNER OF THE SECTION TIED WITH #3 BARS AT 3 FOOT CENTERS AND SHALL BE INCLUDED IN THE COST OF THE PIPE. (ENCASEMENT NOT REQUIRED IF CLEARANCE GREATER THAN 18 INCHES). 4970 Computer File Information Creation Date: 03/03/03 Initials: CDT Last Modification Date: 03/03/03 Initials: CDT Full Path: K:\00230\ACAD\SHEET Drawing File Name: D00230PR005.dwg Acad Ver. 2000i Scale: Units: ENGLISH EXCAVATION AND BACKFILL FOR STRUCTURES INFORMATION ONLY QUANTITIES PIPE SEGMENT (INCLUDED IN THE COST OF PIPE) STRUCTURE EXCAVATION EMB MATL (CIP) STR BKFL (CL1) A10 B8 B10 223 CY 75 CY 95 CY 497 CY 207 CY 186 CY 317 CY 115 CY 123 CY o 0 o-m F-N inx �m -H w F-:< o' Q 06CD `n rx to +I r` °�- m L0 _ r 0)u _� t o n �� o_ w�. �o J PROPOSED' _01 +O too- EAR H.G.L � w� FINISHED �� II �� W Q=37 c.f.s +c3 GRADE oio �of ui Ofm 100-YEAR H.G.L p_ wl.- Q=50.9 c.f.s rnd Im Of Of i _ 50—YEAR KG.L I I - ENCA E RCP JOINT LIMITS I I to to I___ � CID Q,___ REQ' D 36 X _� -- -- -- - - w I T �262.9 REQ'D 36 X13 -5' 0.2w RCP ®0.514% RCP ® 8 IlII w o (A10) 3 Z (B 0) Li O Z O z z z »' -- zz QU' FW- Q z Q (n N W X X W X W W Index of Revisions "LINE A9 " Cn) of Fun Collins CITY OF FORT COLLINS 281 NORTH COLLEGE AVENUE FORT COLLINS, CO 80522 Phone: 970-221 —6605 FAX: 970-221 —6378 REQ' D 42" X 150.5' RCP ® 0.532% (B 12) OT As Constructed °F`A'" ' '"1°""""°N No Revisions: COLORADO DEPARTMENT OF TRANSPORTATION 2207 E. HWY. 402 Revised: LOVELAND, CO 80537 Phone: 970-667-4670 FAX: 970-669-0289 Void: Region 4 DMM/PJG A 4970 .••� Q Q Ld z U Q 29117 9 !-L7.1 NORTH COLLEGE AVENUE/ RIVERSIDE AVENUE IMPROVEMENTS DRAINAGE PROFILES Designer: ELL/CDT Detailer: CDT Sheet Subset: DRAINAGE Subset Sheets: DP-5 of FELSBURG Pr 4 HOLT & ULLEVIG Project No./Code AQC 2873-117 STA 0142-039 13614 & 14148 61 Sheet Number 114 G � 1 2d0 090 CALL UNCC TWO WORKING DAYS BEFORE YOU DIG 1-800-922-1987 METRO DENY R AREA UTILITY NCTIFICAECN CENTER Of COLORADO 0 30 60 Scale: 1 "=60' Horiz. 1 "=6' Vert. NOTE: UTILITY LINES AS SHOWN ON UTILITY AND PROFILE SHEETS ARE PLOTTED FROM THE BEST AVAILABLE INFORMATION. THE CONTRACTOR'S ATTENTION IS DIRECTED TO PARAGRAPH 105.06 OF THE SUPPLEMENTAL SPECIFICATIONS CONCERNING UTILITIES. THE CONTRACTOR WILL CALL 1-800-922-1987 FOR UTILITY LOCATIONS AT LEAST 2 WORKING DAYS PRIOR TO ANY EXCAVATION NOT INCLUDING THE DAY OF ACTUAL NOTICE. NOTE: DRAINAGE LINE FOR PLAN VIEW SEE SHEET "A9" DR-1-2, 4 NOTE: THE MINIMUM CLEARANCE BETWEEN STORM SEWERS AND UTILITIES OTHER THAN WATER MAINS SHALL BE 12 INCHES UNLESS ONE OF THE PIPES IS ENCASED, WHICH REDUCES THE CLEARANCE TO 6 INCHES. STORM SEWERS SHALL HAVE ALL THE JOINTS ENCASED FOR 10 FEET ON EACH SIDE OF UTILITY CROSSINGS. IF A STORM SEWER IS LAID LESS THAN 10 FEET HORIZONTALLY FROM A WATER MAIN, THESE REQUIREMENTS SHALL ALSO APPLY. ENCASEMENTS SHALL CONSIST OF A REINFORCED CONCRETE COLLAR 6 INCHES THICK AND EXTENDED 12 INCHES ON EITHER SIDE OF THE JOINT. THE MINIMUM REINFORCEMENT SHALL BE #4 BARS, CONTINUOUS, PLACED AT EACH CORNER OF THE SECTION TIED WITH #3 BARS AT 3 FOOT CENTERS AND SHALL BE INCLUDED IN THE COST OF THE PIPE. (ENCASEMENT NOT REQUIRED IF CLEARANCE GREATER THAN 18 INCHES). LLJ 4970 z 0 LJ �m EXCAVATION AND BACKFILL FOR STRUCTURES INFORMATION ONLY QUANTITIES PIPE SEGMENT (INCLUDED IN THE COST OF PIPE) STRUCTURE EXCAVATION EMB MATL (CIP) STIR BKFL (CL1) B12 B14 B16 B18 B20 317 CY 115 CY 123 CY 298 CY 93 CY 124 CY 230 CY 47 CY 100 CY 37 CY 8 CY 16 CY 190 CY 25 CY 90 CY o It m n � � II -H 00 c0 coo wCID- j PROPOSED rn LQ5 Q - m � a_ mo J u 100-YEAR H.G.LI +o o� Q] FINISHED GRADE O w 4' 0 _ o� NF- �; o �LoZ J w Q=76.6 c.f.s CN -- _ -- _. - +_ - -- �3- - �o� -, co rn -- - 0) - -. ao��. - 100-YEAR H.G.L �� o� T � �! COZ II J 00 Q=76 0 c.f.s � II J r� � W �� ao 0 100 Z_ Z_ +� C) rnr�F- F- r 3 _ �W :2m MLEJ O Om II II x xM 50-YEAR H.(;.L - -I—L- _ 100-YEAR H.G,L .7 --�_ Q=97.3 c.f.s T-717 - ENC�SE R P JOINT - ENCASE I a LIMITS RCP JOIN LIMITS 1 ENCA RCP JOINT U ^' o L.l IMITS + - .. REQ' D 42" X 150.5' ° Lj I RCP ®0'S32% (B 1 Z) W o a REQ' D v) w w 8 ^ RCP 42" X ®0.5 152.0' 6% REQ' D - RCP 3 34" X 6.0' , ® 0162. REQ' 1 RCI 53X34" �C H ®0.4�5% 86.1 ' t' t 0 3 a a �, o I "� a W (B14) 16� �1 ! (B20)I, co zogaw� 0 o`n =i ba 1 ^: OT� F- a_ z � � . 1^o� I 0 cao 3 LO a) II 0)E X000� i �� in1� - t:(D w^ I >i c0 0-9 w II 'w^ II row cD "co w w w o >Ow II J Z�>Bo � �_� 1 ?w0Q Uj ZwOQ W Q II QI IIJXIi Uw p.. toZa0 p �w�Vo^ W� Uw UI Jww-j �ap�cn dQaU d �O a rw M.,C� �a�w� Zp� �aoFw1 wFFw ��U�i wo�a > w U�w 0 0w ZOwZ 3 w0i mUj Mcur, Z 3�zmo zZ waZml jjZj Xo00 w000 0 00 r O 0 w ;wm xovo Z ZOZ w fN Lj � Q 3� w w� 0 O w IIo REQ' D 53X34" 13.0' RCP ® 0.769% II J (B18) W � z0 _o "LINE A9 CONTINUED" zlz II IS O 4970 FELSBURG HOLT & ULLEVIG Computer File Information Index of Revisions ur As Constructed NORTH COLLEGE AVENUE / Project No./Code Creation Date: 03/03/03 Initials: CDT O�g__ RIVERSIDE AVENUE IMPROVEMENTS Last Modification Date: 03/03/03 Initials: CDT a�;TT�rL>E�rTTu;nR COLORADO DEPARTMENT No Revisions: DRAINAGE PROFILES AQC 2873-117 STA 0142-039 Full Path: K:\00230\ACAD\SHEET CITY OF FORT COLLINS 22 TRANSPORTATION 2207 F. 402 Designer: ELL CDT g / !� 281 rvofzTH coII�cF Av�NUL FORT COLLINS, Co 80522 r wY. 80537 Phone: : Phone: Revised: 13614 & 14148 Drawing File Name: D00230PR006.dwg Detailer: CDT Phone: 970-221 -6605 FAX: 970-221-6378 97 - ---669 7-4670 FAX: on 66DMM/ Region 4 DMM PJG Void: 6 Sheet Number 115 Acad Ver. 2000i Scale: Units: ENGLISH Sheet Subset: DRAINAGE Subset Sheets: DP-6 of M 280 9 C -1 280 TABULATION OF EROSION CONTROL SHEET NO. SILT FENCE EROSION BALES (WEED FREE) RIPRAP (9 INCH) (SEDIMENT TRAP) NO. 3 COARSE AGGREGATE (SEE NOTE 3) GEOTEXTILE (EROSION CONTROL) (CLASS B) (SEE NOTE 3) LF EACH C.Y. C.Y. S.Y. PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL I PLAN FINAL EC-1 0 0 0 0 0 EC-2 327.0 0 0 0 0 EC-3 0 0 0 0 0 EC-4 0 0 0 0 0 EC-5 943.0 12 0 0 0 EC-6 0 0 0 0 0 EC-7 536.0 12 0 0 0 MISC. 0 100* 0 32* 200* TOTA ST 1806 124*♦ 0 32* 200* ♦ THE AMOUNT OF EROSION BALES (WEED FREE) IS DOUBLED FOR REPLACEMENT. * FOR INFORMATION ONLY. SEE NOTE 3. NOTES 1. FOR DETAILS, SEE M-208-1, TEMPORARY EROSION CONTROL. Fj PLAN VIEW 2. SEE TABULATION OF STORM DRAIN SYSTEM SHEETS FOR RIPRAP QUANTITIES. 3. IT IS ESTIMATED THAT TWO STABILIZED CONSTRUCTION ENTRANCES WILL BE REQUIRED. EACH ENTRANCE WILL REQUIRE APPROXIMATELY 16 C.Y. OF NO. 3 COARSE AGGREGATE AND 100 S.Y. OF GEOTEXTILE (EROSION CONTROL) (CLASS B) AS SHOWN ON M-208-1. COARSE AGGREGATE AND GEOTEXTILE (CLASS A) WILL NOT BE PAID FOR SEPARATELY, BUT WILL BE PAID FOR AS 208 STABILIZED CONSTRUCTION ENTRANCE. 4. SEDIMENT REMOVAL AND DISPOSAL SHALL BE PAID FOR AS 208, LUMP SUM. IT IS ESTIMATED THAT 50 CY OF SEDIMENT REMOVAL AND DISPOSAL WILL BE REQUIRED FOR THIS PROJECT. THIS ESTIMATED QUANTITY IS FOR INFORMATION ONLY. 5. SEE SHEET SM-1 FOR SEEDING, FERTILIZER AND MULCHING QUANTITIES. 6. EROSION CONTROL SUPERVISION IS REQUIRED ON THIS PROJECT AND WILL BE PAID FOR AS EROSION CONTROL SUPERVISOR, LUMP SUM. 7. 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 WATERWAYS OR INLETS. WATER SHALL BE COLLECTED, CONTAINED AND DISPOSED OF AS DIRECTED BY THE ENGINEER. 8. WHENEVER SEDIMENT IS TRANSPORTED ONTO THE ROADWAY, 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. WORK SHALL BE INCLUDED IN THE COST OF SEDIMENT REMOVAL AND DISPOSAL (LUMP SUM). FELSBURG rl HOLT & ULLEVIG Tyr �I rn , :ROSION TALES :ONTAINMENT AREA 2 FT MIN 20.1 11 *Xel-1161 .In7 4 IN. 2 FT MIN EXCAVATED AREA i CROSS—SECTION CONCRETE WASHOUT STRUCTURE r�AI Computer Creation Date: Last Modification Date Full Path: Drawing File Name: Acad Ver. 2000i File Information 12/12/02 Initials: CDT 12/12/02 Initials: CDT K:\00230\ACAD\SHEET J00230TABOl .dwg Scale: Units: ENGLISH Index of Revisions ia% Ciq of Fort Collins CITY OF FORT COLLINS 281 NORTH COLLEGE AVENUE FORT COLLINS, CO 80522 Phone: 970-221 —6605 FAX: 970-221 —6378 ar As Constructed W_.,..' .....,,._ OF ` "", 11 °11')N No Revisions: COLORADO DEPARTMENT OF TRANSPORTATION 2207 E. HWY. 402 Revised: LOVELAND, CO 80537 Phone: 970-667-4670 FAX: 970-669-0289 Void: Region 4 DMM PJG NORTH COLLEGE AVENUE/ RIVERSIDE AVENUE IMPROVEMENTS TABULATION OF EROSION CONTROL Designer: ELL/CDT Detailer: CDT Sheet Subset: EROSION Subset Sheets: Project No./Code AQC 2873-117 STA 0142-039 13614 & 14148 EC-2 of 101 Sheet Number 117 C -1 280 0 a0 N i v TDS— JW BREWER TIRES bc A CLASSIC TO H LEGEND p� —j—j—j— SILT FENCE C J �` / z o s RIPRAP ��C' �� � r ; �a�e'`' •�:o �•� TOP OF CUT % 29117 0 20 40 NOTE: L7 FELSBURG y AREA TO BE SCARIFIED, , CONTOUR INTERVAL = 0.20' . 9'""' E i H O LT & SEEDED AND MULCHED — - — — - — TOE OF FILL S/ONAy^ Scale: 1 "=40' ULLEVIG Com uter File Information Index of Revisions (T As Constructed NORTH COLLEGE AVENUE/ Project No /Code Creation Date: 12/12/02 Initials: CDT 0 � ____ °°;—'.. c�« ��rr,» <<,>w�, COLORADO DEPARTMENT CITY OF FORT OF TRANSPORTATION CI NORTH COLLEGE COLLINSC LLINAVENUE 2207 E. HWY. 402 I.LOVELAND, CO 80537 FORT COLLINS, Co 80522 Phone: 970-667-4670 Phone: 970-221 —6605 FAX: 970-669-0289 FAX: 970-221-6378 Region 4 DMM PJG RIVERSIDE AVENUE IMPROVEMENTS GRADING AND EROSION CONTROL No Revisions: Aoc 2873-117 STA 0142-039 Lost Modification Date: 3/24/03 Initials: CDT Full Path: K:\00230\ACAD\SHEET Revised: Designer: MRH g 13614 & 14148 Drawing File Name: E00230PLN01.dwg Detailer: CDT Void: Sheet Number Its Acad Ver. 2000i Scale: 1 " = 40' Units: ENGLISH Sheet Subset: EROSION Subset Sheets: EC-3 of 10 C-1 280 19 r� ga i i; TACO JOHN'S MATCH LINE SHEET EC 6 LEGEND 0 20 40 AREA TO BE SCARIFIED, SEEDED AND MULCHED Scale: 1 "=40' j-j- SILT FENCE TOP OF CUT TOE OF FILL THE FAMILY CENTER FUSBURG HOLT & ULLEVIG Computer File Information Index of Revisions 2011or As Constructed NORTH COLLEGE AVENUE/ Project No./Code Creation Date: 12/12/02 Initials: CDT ----- RIVERSIDE AVENUE IMPROVEMENTS ---� AOC 2873-117 No Revisions: GRADING AND EROSION CONTROL STA 0142-039 Last Modification Date: 3/24/03 Initials: CDT > °'t° °" COLORADO DEPARTMENT CITY OF FORT COLLINS OF TRANSPORTATION Designer: MRH 13614 & 14148 Full Path: K:\00230\ACAD\SHEET 0 2207 E. HWY. 402 Revised: 281 NORTH COLLEGE AVENUE LOVELAND, CO 80537 0 FORT COLLINS, CO 80522 Phone: 970-667-4670 Detailer: CDT Drawing File Name: E00230PLN02.dwg FAxn : 970-1 21 —6805 FAX: 970-669-0289 Void: Sheet Subset: EROSION Subset Sheets: EC-4 of 10 Sheet Number 119 Acad Ver. 2000i Scale: 1 " = 40' Units: ENGLISH 0 Region 4 DMM PJG C -1 280 9 V INDEX LONG DESCRIPTION QUANTITY ITEMS UNIT BUILDING COMMUNITY CHOICES PROJECT #AQC 2873-117 PCN=13614 PROJECT #STA 0142-039 PCN=14148 PROJECT TOTALS PLAN AS CONST. PLAN AS CONST. PLAN AS CONST. PLAN AS CONST. 603-07360 36 Inch Reinforced Concrete Pipe Jacked LF 64.0 64.0 604-00310 Inlet Type C 10 Foot EACH 1.0 1.0 604-16005 Inlet Type 16 (Single)(5 Foot) EACH 5.0 5.0 604-16505 Inlet Type 16 (Double)(5 Foot) EACH 1.0 1.0 604-16510 Inlet Type 16 (Double)(10 Foot) EACH 1.0 1.0 604-19105 Inlet Type R L5 (5 Foot) EACH 5.0 5.0 604-19110 Inlet Type R L5 (10 Foot) EACH 3.0 3.0 604-19205 Inlet Type R L10 (5 Foot) EACH 1.0 1.0 604-30005 Manhole (Slab Bose)(5 Foot) EACH 1.0 1.0 604-30010 Manhole (Slab Base)(10 Foot) EACH 5.0 5.0 604-30015 Manhole (Slab Base) (15 Foot) EACH 1.0 1.0 604-31005 Manhole (Box Base)(5 Foot) EACH 1.0 1.0 604-31010 Manhole (Box Base)(10 Foot) EACH 2.0 2.0 605-XXXXX 4 Inch Non -Perforated Pipe Underdrain LF 138.0 138.0 608-XXXXX Tree Grate EACH 19.0 19.0 608-00000 Concrete Sidewalk SY 1350.0 1350.0 608-00005 Concrete Pavement (Colored & Stamped) SY 270.0 270.0 608-000OX Concrete Pavement (11-1/2 Inch) (Special) SY 535.0 535.0 608-00010 Concrete Curb Ramp SY 6.0 6.0 608-0001 X Curb Ramp (Type 4) EACH 3.0 3.0 608-0001 X Curb Ram Special EACH 13.0 13.0 608-XXXXX Truncated Domes SF 176.0 168.0 344.0 608-0005X Concrete Pavers SY 235.0 235.0 608-00350 Concrete Sidewalk (Colored Type A) SY 605.0 605.0 608-00350 Concrete Sidewalk (Colored Type B) SY 1,615.0 1615.0 608-07000 Concrete Retaining Wall CY 45.0 45.0 608-XXXXX Splash Plate SY 220.0 220.0 608-XXXXX Median Drainage Material SY 845.0 845.0 608-XXXXX Median Drainage Pipe LF 600.0 600.0 609-20010 Curb Type 2 (Section B) LF 491.0 491.0 609-20OXX Curb Type 2 (Section M) (Special) LF 179.0 179.0 609-21010 Curb and Gutter Type 2 Section I-B LF 1733.0 1733.0 609-21020 Curb and Gutter Type 2 (Section II-B) LF 45.0 2926.0 351.0 3322.0 609-21900 Curb and Gutter Type 2 (Special) LF 220.0 220.0 609-21 XXX Curb and Gutter Type 2 (8 Inch Vertical) LF 277.0 277.0 609-24004 Gutter Type 2 (4 Foot) LF 140.0 140.0 609-24010 Gutter Type 2 10 Foot LF 101.0 101.0 609-XXXXX Drive -Over Curb and Gutter LF 403.0 403.0 610-00020 Median Cover Material (Patterned Concrete) SF 881.0 881.0 613-00100 1 Inch Electrical Conduit LF 1015.0 1015.0 613-00200 2 Inch Electrical Conduit LF 2267.0 2267.0 613-10000 Wiring LS 1.0 1.0 613-16010 Light Standard and Luminaire Decorative EACH 29.0 29.0 613-40010 Light Standard Foundation EACH 29.0 29.0 613-50100 Light Control Center EACH 4.0 4.0 619-XXXXX 4" Waterline LF 165.0 165.0 619-XXXXX 6" Waterline LF 95.0 95.0 619-XXXXX 8" Waterline LF 80.0 80.0 620-00005 Field Office (Special) EACH 1.0 1.0 623-XXXXX 1 Inch Plastic Pipe LF 4101.0 4101.0 623-XXXXX 1-1/4 Inch Plastic Pie LF 48.0 48.0 623-XXXXX 1-1/2 Inch Plastic Pipe LF 8.0 8.0 623-XXXXX 2 Inch Plastic Pipe LF 2241.0 2241.0 623-XXXXX 4 Inch Plastic Pipe LF 654.0 654.0 623-00156 Irrigaton Bubbler EACH 39.0 39.0 623-00212 12 Inch Pop-up Spray Sprinkler EACH 354.0 354.0 623-01708 1 Inch Backflow Preventor EACH 2.0 2.0 623-03108 1 Inch Automatic Control Valve EACH 2O.0 20.0 623-04000 Control Wire 24 Volt LF 6565.0 6565.0 623--04008 1 Inch Quick Coupler Valve EACH 8.0 8.0 623-05016 2 Inch Gate Valve EACH 3.0 3.0 623-081 12 12 Station Automatic Controller EACH 1.0 1.0 623-081 16 16 Station Automatic Controller EACH 1.0 1.0 �:�<d P`IP,.F°; 623-XXXXX Irrigation Boring Under Railroad LF 68.0 68.0 623-XXXXX Irrigation Boring Under Road LF 80.0 80.0s �2'�,.''����: 626-00000 Mobilization LS 1.0 1.01 `'s, s/ONAI�� FELSBURG (� HOLT & ULLEVIG Computer File Information O 0 O Index of Revisions 4�r» �:.-_ �����>�������������� COLORAoo DEPARTMENT CITY OF FORT COLLINS OF TRANSPORTATION 281 NORTH coLLPOE AVENUE 2207 L. HWY. 402 FORT NORTH S, LE 80AVE LOVELAND, CO 80537 Phone: 970- 667-4670 Phone: 970-221 -6605 FAX: 9/0-669-0289 FAX: 970-221 -6378 Region 4 DMM PJG As Constructed NORTH COLLEGE AVENUE/ RIVERSIDE AVENUE IMPROVEMENTS SUMMARY OF APPROXIMATE QUANTITIES Project No./Code Creation Date: 11/06/02 Initials: JMH No Revisions: AQC 2873-117 STA 0142-039 Last Modification Date: 11/06/02 Initials: JMH Full Path: K:�00230�ACAD�SHEET Revised: Designer: g 13614 & 14148 Drawing File Name: M00230SAQ01.dwg Detailer. Void: Sheet Number 12 Acad Ver. 2000i Scale: Units: ENGLISH Sheet Subset: Subset Sheets: SQ-2 of 3 C -1 280 090 aV.A SILT FENCE RIPRAP 0 20 40 - TOP OF CUT NOTE: ? 29117 AREA TO BE SCARIFIED, CONTOUR INTERVAL = 0.20' .;�.y�.t� FELSBURG SEEDED AND MULCHED - — - — - — TOE OF FILL Fss�o�i�,� ��>�� U O LT G Scale: 1 "=40' LLEVIG Computer File Information Index of Revisions oT As Constructed NORTH COLLEGE AVENUE/ Project No./Code Creation Date: 12/12/02 Initials: CDT O ----- RIVERSIDE AVENUE IMPROVEMENTS _ Last Modification Date: 3/24/03 Initials: CDT c,, �,,,, D' No Revisions: GRADING AND EROSION CONTROL TA 01142-039 0 COLORADO DEPARTMENT CITY OF FORT COLLINS OF TRANSPORTATION Designer: MRH Full Path: K:\00230\ACAD\SHEET 220_i E. HWr. 402 Revised: 13614 & 14148 281 NORTH COLLEGE AVENUE LOVELAND, CO 80537 Drawing File Name: E00230PLN03.dwg 0 FORT COLLINS, CO 80522 Phone: 970-667-4670 Detailer. CDT Phone: 97C-221 —6605 FAX: 970-669-0289 Void: Sheet Number 120 Acad Ver. 2000i Scale: 1 " = 40' Units: ENGLISH FAX: 970-221-6378 Region 4 DMM Pj I Sheet Subset: EROSION Subset Sheets: EC-5 of 10 t,-1 280 No Text LEGEND e / SILT FENCE r •� pro o�o p Qo oQo o RIPRAP VFW ��•i TOP OF CUT 2911? 0 20 40 NOTE: � FELSBURG iip"u AREA TO BE SCARIFIED, CONTOUR INTERVAL = 0.20' . �����.� iiL SEEDED AND MULCHED ----- — TOE OF FILL S/ONA� (IHOLT ULLEVIG Scale: 1 "=40' Computer File Information Index of Revisions FAor As Constructed NORTH COLLEGE AVENUE/ Project No./Code 12/12/02 Initials: CDT O ____ RIVERSIDE AVENUE IMPROVEMENTS Creation Date: AOC 2B73-117 Last Modification Date: 3/24/03 Initials: CDT c��, ��� i�<»� r�,w�� °`°° DO E DEPARTMENT COLORA No Revisions: GRADING AND EROSION CONTROL STTA 01142-039 Full Path: K:\00230\ACAD\SHEET CITY OF FORT COLLINS OF TRANSPORTATION 2207 E. HWY. 402 Revised: Designer: MRH 13614 & 14148 0 281 NORTH COLLEGE AVENUE FORT COLLINS, CO 80522 LOVELAND, CO 80537 Detaller: CDT Drawing File Name: E0023OPLNO6.dwg � FAX: 970-221—637805 FAX: 9 070-967-4670 FAX: g7o-66DMM/ Region 4 DMM PJG Void: Sheet Subset: EROSION Subset Sheets: EC-7 of 10 Sheet Number 122 Acad Ver. 2000i Scale: 1 " = 40' Units: ENGLISH C-1 280 9 - a• CEGEND —j—j—j— SILT FENCE z v ; RIPRAP NOTE: 29117 �'9�, t}ta!,j MA FELSBURG TOP OF CUT 0 20 40 CONTOUR INTERVAL = 0.20' _ ��Fssio�in�` H O LT & AREA TO BE SCARIFIED, ULLEVIG SEEDED AND MULCHED — — — — TOE OF FILL Scale: 1 "=40' Computer File Information Index of Revisions of As Constructed NORTH COLLEGE AVENUE/ Project No./Code Creation Date: 12/12/02 Initials: CDT O RIVERSIDE AVENUE IMPROVEMENTSAQC � c+�� ��� r„�� ��������� COLORADO DEPARTMENT No Revisions: GRADING AND EROSION CONTROL _ 117 STTA 01142-039 Last Modification Date: 3/24/03 Initials: CDT CITY OF FORT COLLINS OF TRANSPORTATION 2207 E. HWY. 402 Revised: Designer: MRH 13614 & 14148 Full Path: K:\00230\ACAD\SHEET 281 FORT NORTH COLLEGE AVENUE COLLINS,CO 80522 LOVELAND, CO 80537 Phone: 970-667-4670 Detailer: CDT Drawing File Name: E00230PLN07.dwg Phone: 970-221 —6605 FAX: 970-221 —6378 FAX: 970-669-0289 Region 4 DMM/PJG Void: Sheet Subset: EROSION Subset Sheets: EC-8 of 10 Sheet Number 123 Acad Ver. 2000i Scale: 1 " = 40' Units: ENGLISH C`l 280 9 �r VICINITY MAP V A / ComDuter File Information Creation Date: 02/25/03 Initials: JMH Last Modification Date: 02/25/03 Initials: JMH Full Path: K:\00230\ACAD\SHEET Drawing File Name: R00230PLN09.DWG Acod Ver. 20001 Scale: 1 "=40' Units: ENGLISH ndex of Revisions 6a-k Cin i Pit � nllms CITY OF FORT COLLINS 281 NORM COI I h GF 4M NUS f OR C01 1 INS, CO 80522 Phonc: 970-221 6605 FAX: 970-221 - 6378 COLORADO DEPARTMENT OF TRANSPORTATION 2207 = . , I`VY. T 0 2 CV[ AND, CO 8053 F, r,e: 970-66 - 67c FAX 970-669- 0289 Region 4 DMM/PJG NOTE: 0 20 40 CONTOUR INTERVAL = 0.20' . SCALE: 1 "=40' As Constructed NORTH COLLEGE AVENUE/ RIVERSIDE AVENUE IMPROVEMENTS No Revisions: GRADING AND EROSION CONTROL Revised: Designer: SED Detailer: J M H Void: Sheet Subset: Subset Sheets: Ld z U Q FELSBURG �i H O LT & ULLEVIG Project No./Code AQC 2873-117 STA 0142-039 13614 & 14148 EC-9 of 10 1 Sheet Number 124 C-1 280 9 z L m N J 't. MULBERRY STREET VICINITY MAP / A J uD D ° D D V' D p D 4 Y B p D D, D I P D D D ° \ D TTC.1 � _ qua ..b.vvs..,..._, - ._a_w_: _ .c - .armm....a.'..,:.a+-rr:-„ �— ..--�'.— '� '� +.- •- .- ..,wt_> _....... .. ;' " o � D D _ a ° P P Y _ '� _ � zu. - - _ ,. _. P, `— Y D _. D )e- P - ��° D _. P!i_ D • Py n D p. DDe ° YD °D D DD ° ° 4 D Wes° u DEW I _ _D -.a..a `I.- D —�:'-_ice—D D W "� =�(IL _ W. W 154+00 - ° D ° +°OD 1 + ° 1� .D� D D °%� D aV /�+©� P W P� LJ D ° DP —" +00 � ` V ° V` - �+00 1 0 ° D J PY 00 F v RIVE IDE AVENUE 77 D -. D _D Y �— D °_ Y P D ° _ D P "D -- ' ° D - _B3 D_ Y pi ..._ __ _ rj��`_'.g � D >... D. DY g� oP-�\�p �-G WV °'D W._ D_ ... ."=P- ..`\\\ —� =y" _ _ aD. _L L_ j>g D P _ W nd+d c W"g '.� D W� pW °� DW D W a E D P D" 49� P6L P�_ DPY YDu �D w D f p D ^ P c ° n ° f s vy D \ \ 41ZXX� D / / > < Computer Creation Date: Last Modification Date: Full Path: Drawing File Name: Acad Ver. 2000i File Information 02/25/03 Initials: JMH 02/25/03 Initials: JMH K:\00230\ACAD\SHEET E00230PLN08.DWG Scale: 1 "=40' Units: ENGLISH ndex of Revisions (Oak C�h of Furl Collins CITY OF FORT COLLINS 281 NORTH COLLEGE AVENUE FORT COLLINS, CO 80522 Phone: 970-221-6605 FAX: 970-221 —6378 gar N OTE: CONTOUR INTERVAL = 0.20' . 0 20 40 FELSBURG i HOLT & SCALE: 1 `40' ULLEVIG As Constructed "" No Revisions: COLORADO DEPARTMENT OF TRANSPORTATION 2207 F . I —WY. 402 Revised: LOVELAND, CO 80537 Phone: 970-667-4670 FAX: 970-669-0289 Vold: Region 4 DMM PJG NORTH COLLEGE AVENUE/ Project No./Code RIVERSIDE AVENUE IMPROVEMENTS AQc 2873-117 GRADING AND EROSION CONTROL STA 0142-039 Designer: SED 13614 & 14148 Detailer: JMH Sheet Subset: EROSION Subset Sheets: EC-10 of 10 Sheet Number 125 C-1 280 9 C.� EQUIPMENT SCHEDULE SYMBOL DESCRIPTION SYMBOL DESCRIPTION POINT -OF -CONNECTION: INCLUDES CONNECTION TO PC CITY WATER LINE, WATER METER, QUICK COUPLER (RAINBIRD 5RC WITH RUBBER COVER), AND BACKFLOW PREVENTOR (1-INCH FEBCO 825YA REDUCED PRESSURE ASSEMBLY). SLEEVING: CLASS 200 PVC PROVIDE SEPARATE 2' MIN. SLEEVE FOR WIRING. SIZES TO BE TWICE THE DIAMETER AS THE PIPE BEING SLEEVED. MAINLINE PIPE: SCH. 40 PVC (2-INCH UNLESS OTHERWISE INDICATED) LATERAL PIPE: CLASS 200 PVC (1-INCH UNLESS OTHERWISE INDICATED) UNCONNECTED PIPE CROSSING SPRINKLER SCHEDULE ►� ISOLATION GATE VALVE ASSEMBLY ® QUICK COUPLING VALVE ASSEMBLY: RAIN BIRD 44NP. CAN BE USED FOR WINTERIZATION PURPOSES. REMOTE CONTROL VALVE ASSEMBLY FOR SPRINKLER LATERALS (RAIN BIRD PESB. SIZE AS INDICATED ON VALVE TAG) OX IRRIGATION CONTROLLER: RAIN BIRD ESP -MC SERIES. STAINLESS STEEL PEDESTAL MOUNT (RAIN BIRD PED-DD16). INSTALL EICON RLM-RB REMOTE SYSTEM AND HUNTER MINI-CLIK RAIN SENSOR TO EACH CONTROLLER. CONTROLLER A: 12 STATIONS, 6 STATIONS USED CONTROLLER B: 16 STATIONS, 11 STATIONS USED CONTROLLER C: CONNECT TO EXISTING PRIVATE CONTROLLERS A 12 _ INDICATES CONTROLLER AND CONTROLLER STATION NUMBER 1.5 55 - INDICATES LATERAL DISCHARGE IN GPM INDICATES REMOTE CONTROL VALVE SIZE IN INCHES SYMBOL DESCRIPTION MAKE MODEL NOZZLE G.P.M. P.S.I. PATTERN RISER HEIGHT 12" POP-UP SPRAY HEAD RAINBIRD 1800-PRS-SAM 5Q-B 0.50 30 PSI STREAM BUBBLER POP-UP SPRAY HEAD RAINBIRD 1800-PRS-SAM 5H-B 1.00 30 PSI STREAM BUBBLER i; POP-UP SPRAY HEAD RAINBIRD 1800-PRS-SAM 5F 0.41 30 PSI FULL CIRCLE 0 POP-UP SPRAY HEAD RAINBIRD 1800-PRS-SAM 5H 0.20 30 PSI HALF CIRCLE C1 POP-UP SPRAY HEAD RAINBIRD 1800-PRS-SAM 5Q 0.10 30 PSI QTR CIRCLE POP-UP SPRAY HEAD RAINBIRD 1800-PRS-SAM 5V 0.20 30 PSI VARIABLE ARC 7i POP-UP SPRAY HEAD RAINBIRD 1800-PRS-SAM 8F 1.05 30 PSI FULL CIRCLE POP-UP SPRAY HEAD RAINBIRD 1800-PRS-SAM 8H 0.52 30 PSI HALF CIRCLE POP-UP SPRAY HEAD RAINBIRD 1800-PRS-SAM 8Q 0.26 30 PSI QTR CIRCLE POP-UP SPRAY HEAD RAINBIRD 1800-PRS-SAM 8V 1.19 30 PSI VARIABLE ARC r POP-UP SPRAY HEAD RAINBIRD 1800-PRS-SAM 1OF 1.58 30 PSI FULL CIRCLE POP-UP SPRAY HEAD RAINBIRD 1800-PRS-SAM 10H 0.79 30 PSI HALF CIRCLE POP-UP SPRAY HEAD RAINBIRD 1800-PRS-SAM 1OQ 0.39 30 PSI QTR CIRCLE POP-UP SPRAY HEAD RAINBIRD 1800-PRS-SAM 1OV 1.45 30 PSI VARIABLE ARC POP-UP SPRAY HEAD RAINBIRD 1800-PRS-SAM 12F 2.60 30 PSI FULL CIRCLE POP-UP SPRAY HEAD RAINBIRD 1800-PRS-SAM 12H 1.30 30 PSI HALF CIRCLE POP-UP SPRAY HEAD RAINBIRD 1800-PRS-SAM 12Q 0.65 30 PSI QTR CIRCLE POP-UP SPRAY HEAD RAINBIRD 1800-PRS-SAM 12V 1.30 30 PSI VARIABLE ARC POP-UP SPRAY HEAD RAINBIRD 1800-PRS-SAM 12TQ 1.95 30 PSI THREE QTR CIRCLE 0 POP-UP SPRAY HEAD RAINBIRD 1800-PRS-SAM 15F 3.70 30 PSI FULL CIRCLE POP-UP SPRAY HEAD RAINBIRD 1800-PRS-SAM 15H 1.85 30 PSI HALF CIRCLE POP-UP SPRAY HEAD RAINBIRD 1800-PRS-SAM 15Q 0.92 30 PSI QTR CIRCLE POP-UP SPRAY HEAD RAINBIRD 1800-PRS-SAM 15V 1.85 30 PSI VARIABLE ARC POP-UP SPRAY HEAD RAINBIRD 1800-PRS-SAM 15TQ 2.78 30 PSI THREE QTR CIRCLE POP-UP BUBBLER RAINBIRD 1804-SERIES HUNTER PCN-50 30 PSI 0.5 GPM BUBBLER Computer Creation Date: Last Modification Date: Full Path: Drawing File Name: _File Information- Acod Ver. 2002 Scale: Initials: 6718-03 Initials: JK 0 P:\OF067.02\CAD\SHEETS L1100 Units: ENGLISH Index of Revisions Cltol huLL Collins CITY OF F OR I COLLINS - 281 NORTH COLLEGE AVENUE FORT COLLINS. CO 80522 Phone: 970-221 -6605 FAX: 970-221-6378 GENERAL IRRIGATION NOTES 1. THE IRRIGATION CONTRACTOR SHALL BECOME THOROUGHLY FAMILIAR WITH THE SPECIFICATIONS FOR THIS AND RELATED WORK PRIOR TO CONSTRUCTION. 2. INSTALL POP-UP TYPE SPRINKLER HEADS INSTALLED IN PLANTING AREAS SO THAT TOP OF SPRINKLER HEAD IS FLUSH WITH ADJACENT SIDEWALK OR CURB. 3. SET SPRINKLER HEADS PERPENDICULAR TO FINISH GRADE OF AREA TO BE IRRIGATED UNLESS OTHERWISE INDICATED ON DRAWINGS. 4. WHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS, TREES, LIGHTS, ETC.) INTERFERE WITH SPRAY PATTERN OF SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE, ADJUST SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE, HALF CIRCLE, OR ADJUSTABLE CIRCLE SPRINKLER HEAD ON EACH SIDE OF OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. PERFORM ADJUSTMENTS AT NO COST TO OWNERS AUTHORIZED REPRESENTATIVE.. 5. IRRIGATION SYSTEM DESIGN IS BASED ON MINIMUM OPERATING PRESSURE AND MAXIMUM FLOW DEMAND SHOWN ON IRRIGATION DRAWINGS AT EACH POINT -OF -CONNECTION. VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION. REPORT DIFFERENCES BETWEEN WATER PRESSURE INDICATED ON DRAWINGS AND ACTUAL PRESSURE READING AT IRRIGATION POINT -OF -CONNECTION TO OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO START OF CONSTRUCTION, CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR REVISIONS. 6. 120 VOLT ELECTRICAL POWER OUTLET AT THE CONTROLLER WILL BE PROVIDED BY GENERAL CONTRACTOR. MAKE FINAL HOOK-UP FROM ELECTRICAL OUTLET TO AUTOMATIC CONTROLLER. ALL WORK TO BE COMPLETED IN ACCORDANCE WITH CURRENT N.E.C. 7. THIS DESIGN IS DIAGRAMMATIC. PIPING, VALVES, ETC. MAY BE SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHERE POSSIBLE AVOID CONFLICTS BETWEEN SPRINKLER SYSTEM, PLANTING AND ARCHITECTURAL FEATURES. NO VALVE BOXES SHALL BE PLACED WITHIN PEDESTRIAN AEAS. MAINLINE PIPING MUST BE LOCATED WITHIN THE AVAILABLE EASEMENTS CONTRACTOR TO VERIFY CORRECT EASEMENT LIMITS PRIOR TO TRENCHING ACTIVITIES. 8. FLUSH AND ADJUST SPRINKLER AND BUBBLER HEADS FOR OPTIMUM PERFORMANCE AND TO PREVENT OVER SPRAY ONTO WALKS, ROADWAYS, AND BUILDINGS. THIS INCLUDES SELECTING THE BEST DEGREE OF ARC TO FIT SITE CONDITIONS AND TO THROTTLE FLOW CONTROL AT EACH VALVE TO OBTAIN OPTIMUM PRESSURE FOR EACH SYSTEM. 9. DO NOT WILLFULLY INSTALL SPRINKLER SYSTEM AS INDICATED ON DRAWINGS WHEN IT IS OBVIOUS IN FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES IN AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED DURING DESIGN. BRING SUCH OBSTRUCTIONS OR OR DIFFERENCES TO THE ATTENTION OF OWNER'S AUTHORIZED REPRESENTATIVE. IN EVENT THIS NOTIFICATION IS NOT PERFORMED, CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR REVISIONS. 10. INSTALL PIPE MATERIALS AND EQUIPMENT AS SHOWN IN DETAILS. USE TEFLON TAPE ON PVC MALE PIPE THREADS ON SPRINKLER SWING JOINT AND VALVE ASSEMBLIES. 11. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH GRADE DIFFERENCES, LOCATION OF WALL, RETAINING WALLS, ETC. COORDINATE WORK WITH GENERAL CONTRACTOR AND OTHER SUB- CONTRACTORS FOR LOCATION AND INSTALLATION OF PIPE SLEEVES THROUGH WALLS, UNDER ROADWAYS, PAVING, STRUCTURES, ETC. 12. IN ADDITION TO SLEEVES SHOWN ON THE DRAWINGS, CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF PIPE SLEEVING AND SEPARATE CONTROL WIRE SLEEVES OF SUFFICIENT SIZE UNDER PAVED AREAS. 13. THE FOLLOWING SHOULD BE NOTED REGARDING PIPE SIZING: IF A SECTION OF UNSIZED LATERAL IS LOCATED BETWEEN TWO IDENTICALLY SIZED SECTIONS THE UNSIZED SECTION SHALL BE OF THE SAME SIZE. IN NO CASE SHALL A SECTION OF PIPE BE SMALLER THAN ANY DOWNSTREAM SECTION LOCATED ON THE SAME LATERAL RUN. 14. THE IRRIGATION CONTRACTOR SHALL TURN OVER TO THE OWNER; TWO EACH OF ALL OPERATING KEYS AND SERVICING TOOLS NEEDED FOR COMPLETE ACCESS, ADJUSTMENT, AND REPAIR OF ALL IRRIGATION SYSTEM COMPONENTS. THIS INCLUDES SPECIALIZED TOOLS REQUIRED FOR COMPLETE DISASSEMBLY OF EACH SPRINKLER AND VALVE. 15. COORDINATE ALL TRENCHING AND PIPE LOCATIONS AND DEPTHS WITH STREET AND PEDESTRIAN LIGHT FOOTINGS AND CONDurr. COORDINATE WITH EXISTING AND PROPOSED UTILITIES. Li�� COLORAUU ULPARTMENT OF TRANSPORTATION 2207 E. HWY. 402 LOVELAND, CO 80537 Phone: 970-667-4670 FAX: 970-669-0289 Region 4 DMM/'PJG As Constructed No Revisions: Revised: Void: FELSBURG IFLAIII +I r4HOLT & opf ULLEVIG NORTH COLLEGE AVENUE/ RIVERSIDE AVENUE IMPROVEMENTS IRRIGA-TON �EGFND Designer. Detailer: - ShP.P.t SI1hSPt- JHK JHK LI Subset Sheets: Project No./Code AQC 2873-117 STA 0142-039 13614 & 14148 LI - 1 of 51 Sheet Number 126 C -1 280 1 U SALVATION ARMY BEFORE YOU DIG CALL THE UIIIIY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 OR 303-534-6700 IN METRO DENVER CALL 2 BUSNNESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER unLTnES YESTERDAY'S TREASURES FORMER CARPET WORKS Computer File Information Creation Date: Initials: Last Modification Date: 6-18-03 Initials: JK 0 Full Path: P:\OF067.02\CAD\SHEETS Drawing File Name: L1101 Acad Ver. 2002 Scale: 1 "=40' Units: ENGLISH Index of Revisions CiIY of Fort Cul6ns CITY OF F uR I COFFINS 281 NORTH COLLEGE AVENUE FORT COLLINS, CO 80522 - - - Phone: 970-221 -6605 FAX: 970-221-6378 01 TDS-JW BREWER TIRES I w w POINT OF CONNECTIVN A POINT OF IRRIGATION CONNECTION AT EXISTING WATER MAIN. PROVIDE A 1' TAP. COORDINATE TAP AND WATER METER WITH THE CITY OF FORT COLLINS UTILITIES. FOLLOW CITY STANDARDS AND DETAILS FOR I INSTALLATION. FINAL LOCATION TO BE APPROVED BY OWNERS REPRESENTATIVE PRIOR TO INSTALLATION. PLACE BACKFLOW FORT COLLINS PREVENTOR AND QUICK COUPLER INSIDE PLANTING AREAS/TREE TIRE & AUTO CENTER GRATES. A 1 I 1 7 A - -— I111 �I� W EXISTING I I 1 13 r L WATER LINE IIII NORTH COLLEGE AVE. " z A 3 II IIII lug Q a ur As Constructed IN No Revisions: COLORADU jL11APTMENT OF TRANSPORTATION - 2207 E. HWY. 402 Revised: LOVELAND, CO 80537 Phone: 970-667-4670 FAX: 970-669-0289 Void: Recio-i d DMM/PJG 7E � 3 FELSBURG HOLT & 0 10 20 40 60 FEET ULLEVIG NORTH CUEEEGE AVENUE/ Project No./Code RIVERSIDE AVENUE IMPROVEMENTS --- - AQC 2873-117 IRRIGATION PLAN STA 0142-039 Designer. JHK 13614 do 14148 Detailer: JHK � - Sheet Subset: LI Subset Sheets: LI — 2 of 5 Sheet Number 127 C -1 iw C5 to tv rl C.1 U liI Cn 'ON?'M TO PRIVATE IRRIGI(TTON SYSTEM AT CK "TACO JOHNS' CONTRACTOR TO FIELD VERIFY TACO JOHN'S rz EXISTING SYSTEM AND MAKE NECESSARY w I CONNECTIONS AND ADJUSTMENTS _ c� KEW Computer File Information Creation Date: Initials: Last Modification Date: 6-18-03 Initials: JK Full Path: P:\OF067.02\CAD\SHEETS Drawing File Name: L1102 Acad Ver. 2002 Scale: 1 "=40' Units: ENGLISH a Index of Revisions If UpRR B10 f4 III I I I„ B11 1111 II B12 I II I NORTH COLLEGE AVE`. 1 6 { I I f I I I I I I I II I I II I EXISTING WATER LINE B 8 I I„ B9 ar B 1 15 W - - B 1 PC JUST MONA F. EDUCO 1 J Z OFFICE FRAY[R CPA URNITURE CONNECT TO PRIVATE IRRIGATION SYSTEM AT B 2 'OFFICE BUILDING" CONTRACTOR TO FIELD VERIFY EXISTING SYSTEM AND MAKE NECESSARYII 1 CONNECTIONS AND ADJUSTMENTS POINT OF CONNECTION "B II F POINT OF IRRIGATION CONNECTION AT EXISTING WATER MAIN. PROVIDE II A 1" TAP. COORDINATE TAP AND WATER METER WITH THE CITY OF RAPID LUBE FORT COLLINS UTILITIES. FOLLOW CITY STANDARDS AND DETAILS FOR INSTALLATION. FINAL LOCATION TO BE APPROVED BY OWNERS REPRESENTATIVE PRIOR TO INSTALLATION. PLACE BACKFLOW PREVENTOR AND QUICK COUPLER INSIDE PLANTING AREAS/TREE GRATES. NE ILY CENTER lak Cil� of Furt Collins CITY OF F JR_] COLLINS 281 NORTH COLLEGE AVENUE FORT COLLINS. CO 80522 Phone: 970-221 -6605 FAX: 970-221-6378 a 11 FMSBURG 71= rI ' HOLT & 0 10 20 40 60 FEET ULLEVIG No./Code NORTH COLLEGE AVENUE/ Project No. or As Constructed � / RIVERSIDE AVENUE IMPROVEMENTS - -- AQC 2873-117 DF COLORAUU OLI'ARTMENT No Revisions: IRRIGATION PLAN STA 0142-039 OF TRANSPORTATION 2207 E. HWY. 402 Revised: Designer. JHK 13614 dt 14148 LOVELAND, CO 80537 Detailer. JHK Phone: 970-667-4670 FAX: 970-669-0289 Void: Sheet Subset: LI Subset Sheets: LI — 3 of 5 Sheet Number ►28 Region 4 DMM/PJG - C-1 280 UpRR B10 f4 III I I I„ B11 1111 II B12 I II I NORTH COLLEGE AVE`. 1 6 { I I f I I I I I I I II I I II I EXISTING WATER LINE B 8 I I„ B9 ar B 1 15 W - - B 1 PC JUST MONA F. EDUCO 1 J Z OFFICE FRAY[R CPA URNITURE CONNECT TO PRIVATE IRRIGATION SYSTEM AT B 2 'OFFICE BUILDING" CONTRACTOR TO FIELD VERIFY EXISTING SYSTEM AND MAKE NECESSARYII 1 CONNECTIONS AND ADJUSTMENTS POINT OF CONNECTION "B II F POINT OF IRRIGATION CONNECTION AT EXISTING WATER MAIN. PROVIDE II A 1" TAP. COORDINATE TAP AND WATER METER WITH THE CITY OF RAPID LUBE FORT COLLINS UTILITIES. FOLLOW CITY STANDARDS AND DETAILS FOR INSTALLATION. FINAL LOCATION TO BE APPROVED BY OWNERS REPRESENTATIVE PRIOR TO INSTALLATION. PLACE BACKFLOW PREVENTOR AND QUICK COUPLER INSIDE PLANTING AREAS/TREE GRATES. NE ILY CENTER lak Cil� of Furt Collins CITY OF F JR_] COLLINS 281 NORTH COLLEGE AVENUE FORT COLLINS. CO 80522 Phone: 970-221 -6605 FAX: 970-221-6378 a 11 FMSBURG 71= rI ' HOLT & 0 10 20 40 60 FEET ULLEVIG No./Code NORTH COLLEGE AVENUE/ Project No. or As Constructed � / RIVERSIDE AVENUE IMPROVEMENTS - -- AQC 2873-117 DF COLORAUU OLI'ARTMENT No Revisions: IRRIGATION PLAN STA 0142-039 OF TRANSPORTATION 2207 E. HWY. 402 Revised: Designer. JHK 13614 dt 14148 LOVELAND, CO 80537 Detailer. JHK Phone: 970-667-4670 FAX: 970-669-0289 Void: Sheet Subset: LI Subset Sheets: LI — 3 of 5 Sheet Number ►28 Region 4 DMM/PJG - C-1 280 C 010 ry .,al' i'M I Computer Creation Date: Last Modification Date: Full Path: Drawing File Name: Acad Ver. 2002 File Information Initials: 6-18-03 Initials: JK P:\OF067.02\CAD\SHEETS LI 103 Scale: 1 "=40' Units: ENGLISH Index of Revisions TECHNICAL CENTER CiU of Fort Collins CITY OF FOR COLLINS 281 NORTH COLLEGE AVENUE FORT COLLINS, CO 80522 Phone: 970-221 —6605 FAX: 970-221-6378 0T oa.m m u COLORADO DEPARTMENT OF TRANSPORTATION 2207 E. HWY. 402 LOVELAND, CO 80537 Phone: 970-667-4670 FAX: 970-669-0289 Region 4 DMWPJG As Constructed No Revisions: Revised: Void: FELSBURG H O LT & 0 10 20 40 60 FEET ULLEVIG NORTH COLLEGE AVENUE/ RIVERSIDE AVENUE IMPROVEMENTS IRRIGATION PLAN Designer. Detailer: Sheet Subset: JHK JHK LI Subset Sheets: Project No./Code AQC 2873-117 STA 0142-039 13614 do 14148 LI — 4 of 5 Sheet Number 129 C-1 280 9 V-4 W INDEX LONG DESCRIPTION QUANTITY ITEMS UNIT BUILDING COMMUNITY CHOICES PROJECT #AQC 2873-117 PCN=13614 PROJECT #STA 0142-039 PCN-14148 PROJECT TOTALS PLAN AS CONST. PAN AS CONST. PLAN AS CONST. PLAN AS CONST. 627-00001 Pavement Marking Paint GAL 350.0 350.0 630-00000 Flagging HR 180.0 180.0 630-00002 Traffic Control Supervisor DAY 150.0 150.0 630-00003 Uniformed Traffic Control HR 40.0 40.0 630-00007 Traffic Control Inspection DAY 150.0 150.0 630-80001 Flashing Beacon (Portable) EACH 6.0 6.0 630-80336 Barricade (Type 3 M-13 Temp) EACH 8.0 8.0 630-80341 Construction Traffic Sign (Panel Size A) EACH 78.0 78.0 630-80342 Construction Traffic Sign (Panel Size B) EACH 44.0 44.0 630-80343 Construction Traffic Sign (Panel Size C) EACH 10.0 10.0 630-80344 Construction Traffic Sign (Special) SF 469.0 469.0 630-80358 Flash Arrow Panel (C TY) EACH 6.0 6.0 630-80365 Portable Message Sign Panel EACH 2.0 2.0 630-80370 Concrete Barrier (Temp) LF 200.0 200.0 630-80390 Channelizing Device (Special) EACH 300.0 300.0 630-80510 Mobile Pavement Marking Zone LS 1.0 1.0 630-86800 Traffic Signal (Temporary) LS 1 1.0 630-XXXXX Traffic Signal Technician HR 200 200.0 Force Account Item 700-70010 F/A Minor Contract Revisions FA 0.5 0.5 1.0 700-70011 F/A Partnering FA 1.0 1.0 700-70012 F/A Asphalt Pavement Incentive FA 1 1.0 700-70013 F/A Concrete Pavement Incentive FA 1 1.0 700-70023 F/A On -The -Job Trainee FA 1 1.0 700-70028 F/A ESB Program FA 1 1.0 700-7XXXX 700-70380 F/A OJT Colorado Project F/A Erosion Control FA FA 1.0 1 1.0 1.0 700-90072 F/A Railroad Flagging and Crossings FA 1.0 1.0 FELSBURG HOLT & ULLEVIG Computer File Information � O 0 Index of Revisions c,���,�,����c�,ii;��s CITY OF FORT COLLINS 281 NORTH COLLEGE AVF NUF FORT COLLINS, CO 80522 Phone: 970-221 -6605 FAX: 970-221-6378 cur COLORADO DEPARTMENT 22 TRANSPORTATION 2207 E. HWY. 402 LOVELAND, CO 80537 Phone: 970-667-4670 FAX: 970- 669-0289 Region 4 DMM PJG As Constructed NORTH COLLEGE AVENUE/ RIVERSIDE AVENUE IMPROVEMENTS SUMMARY OF APPROXIMATE QUANTITIES Project No./Code Creation Date: 11/06/02 Initials: JMH No Revisions: AQC 2873-117 STA 0142-039 Last Modification Date: 11 06 02 Initials: JMH / / Full Path: K:\00230\ACAD\SHEET Revised: Designer: 13614 & 14148 Drawing File Name: M00230SAQ01.dwg Detaller: Void: Sheet Number 13 Acad Ver. 2000i Scale: Units: ENGLISH Sheet Subset: Subset Sheets: SQ-3 of 3 C -1 280 O N 1 V BACKFLOW PREVENTK DEVICE: FEBCO 89 SERIES ENCLOSURE: BPDI GUARDSHACK XXX TYPE K COPPER PIP (LENGTH AS REQUIRED) NISH GRADE _---4—INCH THICK CONCRETE BASE PVC SCH. 40 MALE ADAPTER PVC MAINLINE L A PIPE COPPER EL (TYP) TYPE K COPPER PIP NOTE: FROM TAP 1. FITTINGS AND PIPE TO BE SIZED IDENTICALLY WITH NOMINAL BACKFLOW PREVENTION DEVICE SIZE. 2. GUARDSHACK TO BE INSTALLED PER MANUFACTURERS RECOMENDATIONS. BACKFLOW PREVENTION ASSEMBLY SO4L. Iffs In-A-M.dn 001 6' SLEEVE LOCATION MARKING HARD SURFACE CL200 PVC SLEEVE. SIZE PER PLAN PIPE SIZE OR WIRE 3/4'-1 1/4- PIPE QUANTITY REQUIRED SLEEVE 1 — 2- 1 1 /2 — 2- PIPE 1 — 4" 21/2-3'PIPE 1 —6' 4' PIPE 1 — 8' 6' PIPE 1 — 12' 8" PIPE 1 — 16" 12' PIPE 1 — 24" 1-25 CONTROL WIRES 1 — 2" 26-75 CONTROL WIRES 1 — 3' NOTE: PROVIDE MARKER TAPE ON UPPER SIDE AND BOTH ENDS OF SLEEVE FOR FUTURE LOCATES. SLEEVING 904E NI9 dt-abe�trq Computer File Information Creation Date: Initials: Last Modification Date: 6-18-03 Initials: JK Full Path: P:\OF067.02\CAD\SHEETS 0 Drawing File Name: L1501 Acad Ver. 2002 Scale: NTS Units: ENGLISH 0 3" CONTROLLER SCALE: to PEDESTAL MOUNTED SIDE CONTROLLER CONCRETE PAD: 6—NCH MINIMUM THICKNESS FINISH GRADE 3—INCH PVC SCH 40 CONDUIT, FITTINGS AND SWEEP ELL WIRES TO REMOTE CONTROL VALVES 1—INCH PVC SCH 40 CONDUIT, FITTINGS AND SWEEP ELL TO LOCATE SPRAY SPRINKLERS 3" FROM CENTER OF SPRINKLER TO ADJACENT BOULDERS, WALLS, FENCES OR EDGES OF PAVED AREAS AY/BUBBLER NOZZLE: LEGEND 5H GRADE/TOP MULCH -UP SPRAY BODY: PER EEND NG PIPE (12- LENGTH) i FITTINGS SCH. 40 TEE OR EL LATERAL PIPE POP-UP IRRIGATION ASSEMBLY Index of Revisions UT-SMT-4 Cihof P'or� Collins CITY OF F ORl COLLINS 281 NORTH COLLEGE AVENUE FORT COLLINS, CO 80522 Phone: 970-221 —6605 FAX: 970-221 —6378 TOP V N VALVE BOX W/COVER: CARSON 910-12B QUICK COUPLING VALVE 3—INCH MINIMUM DEPTH 3/4' WASHED GRAVEL FINISH GRADE LEEMCO LS-100 STABILIZER PVC SCH. 80 NIPPLE (LENGTH AS REQUIRED) PVC SCH. 40 EL PVC MAINLINE PIPE PVC SCH. 80 NIPPLE (12—INCH LENGTH) PVC SCH. 40 TEE OR EL PVC SCH. 40 STREET EL NOTE: 1. BRAND 'QC" INTO LID OF EACH VALVE BOX W/3—INCH HIGH LETTERS. QUICK COUPLING VALVE ASSEMBLY &-qc WATER TIGHT CONNECTION (1 OF 2): PLASTIC VALVE BOX W/COVER: CARSON 1419-12 REMOTE CONTROL VALVE PVC SCH. 80 NIPPLES (LENGTH AS REQ.) PVC BALL VALVE, SIZE TO MATCH RCV PVC SCH. 80 EL PVC SCH. 80 NIPPLE (LENGTH AS REQUIRED) PVC MAINUNE PIPE PVC SCH. 80 TEE OR EL 3—INCH MINIMUM DEPTH OF 3/4"WASHED GRAVEL PVC SCH. 80 MALE ADAPTER PVC LATERAL PIPE NOTE: FITTINGS SHALL BE SIZED IDENTICALLY WITH NOMINAL VALVE SIZE. 2. LOCATE VALVE BOX AT LEAST 12' FROM, AND ALIGN WITH NEARBY WALLS OR EDGES OF PAVED AREAS. GROUP RCV ASSEMBLIES TOGETHER WHERE PRACTICAL ARRANGE GROUPED BOXES IN RECTANGULAR PATTERN. 3. BRAND CONTROLLER AND STATION NUMBER INTO LID OF EACH VALVE BOX IN 3- LETTERS. REMOTE CONTROL VALVE ASSEMBLY SCME. WIS d-Ml,--W �nT As Constructed No Revisions: COLORADO DL PARTMENT OF TRANSPORTATION 2207 E. HWY. 402 Revised: LOVELAND, CO 80537 Phone: 970-667-4670 FAX: 970-669-0289 Void: Region 4 DMM/PJG MANUNE, LATERAL, AND WIRING _�-1, __* CC N © LITERAL 1 MAINLINE 1� WIRING LATERAL __!_1T MARKING RIBBON •f,. 11;i1i;j� WIRING NOTES: 1. TAPE AND BUNDLE WIRING AT 10—FOOT INTERVALS. 2. ALL MAINLINE PIPING TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS INSTALLATION SPECIFICATIONS. 3. ROUTE TRENCH MINIMUM 6 FEET FROM ANY TREE PUNTING AND OUTSIDE THE DRIP LINE OF EXISTING TREES. 4. TIE A 20—INCH LOOP IN ALL WIRING AT CHANGES OF DIRECTIONS GREATER THAN 30 DEGREES. UNTIE AFTER ALL CONNECTIONS HAVE BEEN MADE. 5. BACK FILL MATERIAL TO BE FREE OF ALL DEBRIS AND ROCKS URGER THAN _' IN DIAMETER. TRENCHING AND PIPE/WIRE INSTALLATION SCALE: MM ur-, IGIAn y GROUND ROD ASSEMBLY GROUND ROD LAYOUT LEGEND 1. FIELD SATELLITE OR CCU ASSEMBLY. 2. SOLID BARE COPPER WIRE (#10 AWG) FROM GROUNDING ROD TO SATELLITE OR CCU. MAKE WIRE AS SHORT AND STRAIGHT AS POSSIBLE. 3. COVER GROUNDING ROD WITH #10 ROUND VALVE BOX. 4. 5/8" X8' COPPER CUD GROUNDING ROD. INSTALL RODS IN SOIL IN A TRIANGULAR PATTERN SPACED A MINIMUM OF 8' APART FROM EACH OTHER. GROUNDING GRID TO HAVE A RESISTANCE OF TEN (10) OHMS OR LESS. 5. BARE COPPER WIRE (#10 AWG) BETWEEN GROUNDING RODS. 6. COPPER CUD GROUND CLAMP. 7. FINISH GRADE. GROUND ROD INSTALLATION NORTH COLLEGE AVENUE/ RIVERSIDE AVENUE IMPROVEMENTS IRRIGATON DETAILS Designer. Detailer. Sheet Subset: JHK JHK LI Subset Sheets: LI — 5 of WWMLMdA" FELSBURG HOLT & ULLEVIG Project No./Code AQC 2873-117 STA 0142-039 13614 do 14148 5 Sheet Number 130 C -1 280 KEYMAP NOTES: 1. EXISTING TREES TO REMAIN UNLESS OTHERWISE INDICATED. 2. REPORT CONFLICTS WITH EXISTING TREES IMMEDIATELY TO OWNER. 3. MAINTAIN MIN. 7' CLEARANCE TO ALL UTILITY LINES. REPORT CONFLICTS WITH TREE AND UTILITY LOCATIONS TO OWNER'S REPRESENTATIVE IMMEDIATELY. 4. SEE ELECTRICAL PLANS FOR LIGHTING INFORMATION. 5. TREES IN THE ALLEY WEST OF TDS—JW BREWER TIRES AND FORT COLLINS TIRE do AUTO CENTER BETWEEN MAPLE STREET AND CHERRY STREET SHALL BE REMOVED. CITY OF FORT COLLINS I ' r, INSTALL WOOD CHIP MULCH IN PLANTING AREA AROUND ELEC VAULT ~ J 0 3 MA' C� W _._ CD j SALVATION ARMY YESTERDAYS TREASURES BEFORE YOU DIG CALL THE UMITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 OR 303-5M-6700 IN METRO DENVER CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, (MADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILMES Computer File Information T Creation Date: Initials: 0 Last Modification Date: 6-18-03 Initials: JS Full Path: P:\OF067.02\CAD\SHEETS- Drawing-File Name: LP101 Acad Ver. 2002 Scale: 1 "=40' Units: ENGLISH Index of Revisions LEGEND DECIDUOUS TREE DECIDUOUS SHRUB EVERGREEN SHRUB OHO O-4 TRANSPLANT TREE RELOCATE AS INDICATED. REMOVAL OF TREE LIGHT STANDARD AND LUMINAIRE DECORATIVE LIGHT STANDARD METAL (30 FOOT) TDS—JW BREWER TIRES i\ 6i%" City of Fort C ollms CITY OF f OR-1 COLLINS 281 NORTH COLLEGE AVENUE FORT COLLINS, CO 80522 Phone: 970-221-6605 FAX: 970-221 -6378 PLANT SCHEDULE Qty. Symbol Botanic Name Common Name Size Space DECIDUOUS TREES 5 CS Catalpa specioso Western Catalpa 3" 30' O.C. 19 GT Gleditsia triacanthos inermis 'Skyline' 'Adams' Skyline Honeylocust 3 1/2" 45' O.C. 16 MA Molus Adams Crabapple 2 1/2" 18' O.C. 5 QM Quercus macrocarpa Bur Oak 3" 30' O.C. EVERGREEN SHRUBS 212 JH Juniperus horizontalis 'Hughes' 'Buffalo' Hughes Juniper 5 Gal. 3 1/2' O.C. 165 JS Juniperus sabina Buffalo Juniper 5 Gal. 3 1/2' O.C. DECIDUOUS SHRUBS 21 SC Symphoricarpos x chenaultii Hancock Coralberry 5 Gal. 5' O.C. 26 RM Rosa x meldland scarlet 'globosa' Double Red Shrub Rose 5 Gal. 4' O.C. 42 CF Caragana frutex x Globe Pea Shrub 5 Gal. 3' O.C. PERENNIALS 41 CA Calamagrostis Acutiflora 'overdam' Variegated Feather Reed Grass 1 Gal. 2' O.C. FORT C01 I INS U-) (/-) NORTH, COLLEGE AVE. z l27 / / JH \ / R .ISM L Aw L IQ a W l_ I � OT As Constructed T. , "I,°' " No Revisions: COLORADU I)LPARTMENT OF TRANSPORTATION 2207 E. HWY. 402 Revised: LOVELAND, CO 80537 Phone: 970-667-4670 FAX: 970-669-0289 Void: Region 4 DMM/PJG ®� HOLT & FELSBURG 0 10 20 40 60 FEET ULLEVIG NORTH COLLEGE AVENUE/ RIVERSIDE AVENUE IMPROVEMENTS LANDSCAPE PLAN Designer. JDM/KS Detailer. JS/JW/KS Sheet Subset: LP I Subset Sheets: Project No./Code AQC 2873-117 STA 0142-039 13614 do 14148 LP - 1 of 4 I Sheet Number 131 C`1 tm 9 13 Computer File Information Creation Date: Last Modification Date: Full Path: Drawing File Name: Acad Ver. 2002 Scale Initials: 6-18-03 Initials: JS P:\OF067.02\CAD\SHEETS LP102 1 "=40' Units: ENGLISH Index of Revisions ia City of Fort Culhns CITY OF I OR' COLLINS 281 NORTH COLLEGE AVENUE FORT COLONS, CO 80522 Phone: 970-221-6605 FAX: 970-221-6378 oT COLORALU DFFARTMENT OF TRANSPORTATION 2207 E. HWY. 402 LOVELAND, CO 80537 Phone: 970-667-4670 FAX: 970-669-0289 Realon 4 DMM/RJG As Constructed No Revisions: Revised: 7%M7�" 0 10 20 40 60 FEET FMSBURG HOLT & ULLEVIG NORTH COLLEGE AVENUE/ Project No./Code RIVERSIDE AVENUE IVPROEVENTS AQC 2873-117 LANDSCAPE PLAN STA 0142-039 Designer. JDM/KS Detailer. JS/JW/KS Void: Sheet Subset: LP 1 Subset Sheets: 13614 do 14148 LP — 2 of 4 I Sheet Number 132 U C-1 280 9 C.3 ,, KEYMAP '4 QC AM PRECISION AUTO W cn z 6 FILL REMAINING AREA BETWEEN +� 6 JH BOULDERS W/ WOOD MULCH Q �16JS LANDSCAPE BOULDERS p (SPECIAL) TYP. — PLACE \ — "` APPROX. AS SHOWN �- -- PROTECT EXISTING TRE Computer File Information Creation Date: Initials: Lost Modification Date: 6-18-03 Initials: JS C— Full_ Path_ P:\OF067.02\CAD\SHEETS Drawing File Name: LP 103 Acad Ver. 2002 Scale: 1 "=40' Units: ENGLISH Index of Revisions COLORADO DEPARTMENT OF HEALTH EMISSIONS TECHNICAL CENTER ,a City of Norl Collins CITY OF F Uri COLLINS 281 NORTH COLLEGE AVENUE FORT COLLINS, CO 80522 Phone: 970-221-6605 FAX: 970-221-6378 nr As Constructed No Revisions: COLORADU JLPARTMENT OF TRANSPORTATION 2207 E. HWY. 402 Revised: LOVELAND, CO 80537 Phone: 970-667-4670 FAX: 970-669-0289 Region 4 DMM�PJG Void: EXISTING POUDRE RIVER TRAIL 7%M:==M" a W] FELSBURG HOLT & 0 10 20 40 60 FEET ULLEVIG NORTH COLLEGE AVENUE / Project No./Code RIVERSIDE AVENUE IMPROVEMENTS AQc 2873-117 LANDSCAPE PLAN STA 0142-039 Designer. JDM/KS 13614 do 14148 Detailer. JS/JW/KS Sheet Subset: LP Subset Sheets: LP — 3 of 4 Sheet Number 133 C-1 0 �� * WEBBING LOOPS AT FIRST BRANCHES * TREE WRAP * GUY WIRE * 1 /20 DIA X 2' LONG WHITE PVC SLEEVE ON ALL GUYS. * MULCHING (WOOD CHIP) * GUY ANCHOR, TOP OF ANCHOR TO BE FLUSH WITH FINISH GRADE *BACKFILL PLANTING PIT W/ PREPARED SOIL. EXISTING SOIL NOTE: * TO BE INCLUDED IN COST OF DECIDUOUS TREE (2.5 In Cal), (3 In Cal), (3,5 In Cal) DECIDUOUS TREE SCALE: Nis DT-Treebrf do * CONTRACTOR TO STAKE LOCATIONS W/ WOODEN STAKE (W/ SIZE NOTED). STAKED LOCATIONS SHALL BE APPROVED PRIOR TO INSTALLATION. * LANDSCAPE BOULDER. ARRANGE INTO * SET BOULDERS IN AN INTERLOCKING GROUPS OF VARYING SIZES EXCAVATED DEPRESSION W/ LEVEL TOPS AND VERTICAL SIDES. MINIMUM Y4 DEPTH OF FINISH GRADE OF EACH BOULDER TO VARY TOTAL BOULDER HEIGHT. WITHIN EACH GROUP. BACK FILL WITH EXCAVATED SOIL TO FINISH GRADE OF ADJACENT AREA. /% 1 MULCHING (WOOD CHIP) NOTE: • TO BE INCLUDED IN LANDSCAPE BOULDER (SPECIAL) LANDSCAPE BOULDER (SPECIAL) SCALE: 3/4•=,'-0• Or-LwdBoul 1w dw9 V-6" OR 1 /2 O.C. SPACING MIN. PLANTING SETBACK Tr1 PMP Or PI ANT,Nr ARF1 NOTE: * TO BE INCLUDED IN COST OF DECIDUOUS SHRUB (5 Gal), EVERGREEN SHRUB (5 Gol)SHRUB. SHRUB Computer File File Information Creation Date: Initials: 0 0 �_� 0 Index of Revisions CITY OF I ON-1 COLLINS 281 NORTH COLLEGE AVENUE FORT COLLINS, CO 80522 Phone: 970-221 —6605 FAX: 970-221-6378 Last Modification Date: 6-18_-03 Initials: JS Full Path: P:\OF067.02\CAD\SHEETS Drawing File Name: LP501.dwg Acad Ver. 2002 Scale: AS SHOWN Units: ENGLISH * SHRUB * CONSTRUCT WATERING RING AROUND SHRUB * MULCHING (WOOD CHIP) aT-sint.dwg or oci m.0 COLORADO Df PARTMENT OF TRANSPORTATION 2207 E. HWY. 402 LOVELAND. CO 80537 Phone: 970-667-4670 FAX: 970-669-0289 Region 4 CMM/PJG 4� Ance)C TRIANGULAR SPACING SHRUB SPACING As Constructed No Revisions: Revised: Vold: NORTH COLLEGE AVENUE/ RIVERSIDE AVENUE IMPROVEMENTS LANDSCAPE DETAILS Designer. Detailer: Sheet Subset: JS JDM/KS /JW/KS LP I Subset Sheets: LP — 4 of FELSBURG r4HOLT & ULLEVIG Project No./Code AQC 2873-117 STA 0142-039 13614 do 14148 4 1 Sheet Number 134 LAF C -1 280 9 (J-) DISTRIBUTION IS PARALLEL WITH SIDEWALK VERTICAL SUPPORTS SECURING THE FIXTURE 10 TOP SHALL BE PERPENDICULAR TO WALK. /-NEW ELECTRICAL BOX BY j• 11 1 T11 1TV PMADAMV UTILITY COMPANY TO CONDUIT USED BY UTILITY TEMPORARILY REMOVE STREET V) COMPANY I IrIAT Fnp r.nw;TRiJrT10N F B r. V T_ Al A -A E A, --- LP4-4"(2#112, 1#12G) 1"C PROVIDE POWER FOR NEW SPRINKLER CONTROLLER VALVE. A COORDINATE EXACT LOCATION WITH SPR INKLER INSTALLER A ROUTE CONDUIT IN SAME TRENCH WITH PEDESTRIAN LIGHT POLE, CONDUIT. Computer File Information Creation Date: 12/20/02 Initials: Last Modification Date: 06/16/03 Initials: Full Path: Drawing File Name: Electrical.dwg Acod Ver. 2000i Scale: AS SHOWN Units: O Index of Revisions 6 CITY OF FORT COLLINS 281 NORTH COLLEGE AVENUE FORT COLLINS, co 80522 Phone: 970-221-6605 FAX: 970-221-6378 HFIR HFR_ K ENGLISH 0 R TH SCALE: 1 40' ackerman Tengineering, inc. 17542 West 59th Avenue Suite A ALEGENDA IN —GRADE ELECTRIC BOX, TOP FLUSH WITH GRADE. FIBERGLASS CONSTRUCTION, 16"Lx24nWx12"D, PEDESTRIAN WALK —OVER COVER TOP COVER LABELED "ELECTRIC" MO METER DJ DISCONNECT SWITCH r% BREAKER 6 BRANCH CIRCUIT PANEL PHOTOELECTRIC CELL *_0A NEW PEDESTRIAN LIGHT (LETTER DESIGNATES FIXTURE TYPE) SPRINKLER CONTROL VALVE (BY OTHERS) NEW UNDERGROUND ELECTRICAL (BY ELECTRICAL CONTRACTOR) THE FOLLOWING DEVICES ARE PROVIDED BY THE LOCAL UTILITY CO. 0-`0 EXISTING STREET LIGHT 0-0 NEW STREET LIGHT o—O RELOCATED STREET LIGHT 0-0 To BE REMOVED STREET LIGHT NEW UNDERGROUND ELECTRICAL (BY UTILITY CO.) EXISTING TO REMAIN GENERAL NOTES: ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR THE MATERIALS AND INSTALLATION OF ALL ITEMS RELATED TO THE NEW PEDESTRIAN LUMINAIRES. THE LOCAL UTILITY COMPANY WILL BE RESPONSIBLE FOR THE MATERIALS AND INSTALLATION OF THE STREET LUMINAIRES. ELECTRICAL CONTRACTOR NEEDS TO OBTAIN FROM THE UTILITY COMPANY THE COSTS FOR THEIR PORTION OF THE MATERIAL/WORK AND INCLUDE THIS INFORMATION IN THE PAY ITEM DOCUMENTATION AS STATED IN THE CDOT SPECIFICATIONS. ALL UNDERGROUND CONDUIT SHALL BE A MINIMUM OF 30" BELOW FINISHED GRADE. ALL ELECTRICAL MATERIALS AND DEVICES SHALL BE PROVIDED AND INSTALLED PER CDOT SPECIFICATIONS AND THE 2002 NEC. PROVIDE TORK 3000 SERIES TYPE PHOTOELECTRIC CELL FACING NORTH MOUNTED IN A WEATHERPROOF J—BOX SECURED TO THE LOAD CENTER. PROVIDE APPROPRIATELY RATED PHOTOELECTRIC CELL FOR THE LOAD. ELECTRICAL CONTRACTOR SHALL PROVIDE METER SOCKET. UTILITY COMPANY WILL PROVIDE METER AND METER COVER. ELECTRICAL CONDUIT RUNS SHOWN HEREON ARE DIAGRAMMATIC. COORDINATE TRENCHING FOR ELECTRICAL CONDUIT ROUTING WITH LANDSCAPE AND STREET LIGHTING TRENCHING. CONDUIT SHALL NOT BE LOCATED DIRECTLY UNDER TREES. As Constructed DI 1 11 1 No Revisions: COLO RADO DEPARTMENT OF TRANSPORTATION 2207 E. HWY. 402 Revised: LOVE LAND, CO 80537 Phone: 970-667-4670 FAX: 970-669-0289 Void: Reaion 4 DMM/PJG I Golden, CO 80403 303-278-7297 NORTH COLLEGE AVENUE/ RIVERSIDE AVENUE IMPROVEMENTS ELECTRICAL PLANS Designer: HFR Detailer: HFR Sheet Subset: ELEC Subset Sheets: El of 4 �)Cj REG V ?I B-Z7-03 F44FSBURG HOLT & IELULLEVIG Project No./Code AQC STA 2873-117 0142-039 13614 & 14148 Sheet Number 135 C-1 280 9 �: Computer File Information Creation Date: 12/20/02 Initials: HFR Last Modification Date: 06/16/03 Initials: HFR Full Path: K Drawing File Name: Electrical.dwg Acad Ver. 2000i Scale: AS SHOWN Units: ENGLISH Index of UTILITY COMPANY TO RELOCATE STREET LIGHT FROM ALLEY TO LOCATICN SHOWN ALLEY ,n ----EXISTING CONDUIT AND WIRING T - 0 BE REUSED L / - PANEL LP3 UTILITY COMPANY TO PROVIDE NEW ELECTRICAL BOX. CONTRACTOR TO PROVIDE NEW " UNDERGROUND CONDUIT AND WIRE TO NEW METER AND PANEL EXIST(NG UN �b�RGROUNp ELECTRICAL CONDUIT 12 �j Citv of Fort Collins EXISTING ELECTRICAL VAULT CITY OF FORT COLLINS 281 NORTH COLLEGE AVENUE FORT COLLINS, CO 80522 Phone: 970-221 —6605 FAX: 970-221 —6378 �nh As Constructed ~ No Revisions: COLORADO DEPARTMENT OF TRANSPORTATION 2207 F. HWY. 402 Revised: LOVELAND, CO 80537 Phone: 970-667-4670 FAX: 970-669-0289 Vold: Reqion 4 DMM/PJG l NORTH _" 4: SCALE: 1" = 4 et ?ackerman engineering, Inc. 17542 West 59th Avenue, Suite A Golden, CO 80403 303-278-7297 NORTH COLLEGE AVENUE/ RIVERSIDE AVENUE IMPROVEMENTS ELECTRICAL PLANS Designer: HFR Detailer: HFR Sheet Subset: ELEC Subset Sheets: E2 of 4 g..5.1 3 AdFELSBURG rHOLT & ULLEVIG Project No./Code AQC 2873-117 STA 0142-039 13614 & 14148 Sheet Number 136 C -1 280 - LP2-2,4 ,(2#10, #10G) 2"C A! CONTRACTOR TO PROVIDE NEW =� IN -GRADE ELECTRICAL BOX. PROVIDE E _ A NEW UNDERGROUND CONDUIT AND WIRE FROM RELOCATED STREET LIGHT TO NEW PANEL LP2 ELECTRICAL BOX AND NEW METER AND PANEL. LOCATE METER AND PANEL ON THE NORTH SIDE OF THE EXISTING RAILROAD SIGNAL BUILDING. i 5 F, l : A }--._ — ---r • f k . � - • --�' E • Nr , ire + Y J LLJ NORTH C( < UTILITY COMPANY TO (' RELOCATE EXISTING STREET LIGHTS rYF . U• a h z� - E A'_ LP1 -2 4 _ - F - --- - , - (2#1 i 4, . ,.� _ • E E M P "'0', PANEL LP1 ' J �' CONTRACTOR TO PROVIDE NEW LP3-6 (2#12, 1#12G) 1"C IN -GRADE ELECTRICAL BOX. PROVIDE PROVIDE POWER FOR NEW SPRINKLER NEW UNDERGROUND CONDUIT AND WIRE CONTROL VALVE. COORDINATE EXACT FROM RELOCATED STREET LIGHT TO NEW • LOCATION WITH SPRINKLER INSTALLER. ELECTRICAL BOX AND NEW METER AND ROUTE CONDUIT IN SAME TRENCH WITH PANEL. NORTH PEDESTRIAN LIGHT POLE CONDUIT. SCALE: 1 = 40 s Computer File Information Creation Date: 12/20/02 Initials: HFR Last Modification Date: 06/16/03 Initials: HFR Full Path: K Drawing File Name: Electrical.dwg Acad Ver. 2000i Scale: AS SHOWN Units: ENGLISH Index of Revisions ia Citv of I on Collins CITY OF FORT COLLINS 281 NORTH COLLEGE AVENUE FORT COLLINS, CO 80522 Phone: 970-221 —6605 FAX: 970-221 —6378 ANCHOR BOLTStm " PATTERN PER POL18 MANUFACTURER H17N (1#10) 3/4"C EXOTHERMICALLY/ WELDED TO POLE AND GROUND ROD —10'X 5/8" GROUND ROD (TYP AT EACH POLE) TOP OF CONCRETE BASE SHALL BE FLUSH AND FINISHED TO MATCH THE SURROUNDING PAVING. ANCHOR BOLTS PATTERN PER POLE 18" MANUFACTURER 45 DEG. BEVEL TOP EDGE OF CONCRETE 12" _ 30 " (1#10) 3/4"C EXOTHERMICALLY, WELDED TO POLE AND GROUND ROD 30 " A _ \FFF2" C IN/0UT 48" 2" C IN/OUT 48" OF BASE OF BASE ;__.. —10'X 5/8" REINFORCING GROUND REINFORCING BAR 6" OC ROD (TYP BAR 6" OC VERTICALLY AT EACH VERTICALLY AND 9" OC POLE) AND 9" OC HORIZONTALLY HORIZONTALLY PEDESTRIAN POLE BASE IN PAVING NOT TO SCALE GROUND TO GND BUS z N CONDUIT ROUTED MINIMUM 30" BELOW GRADE PEDESTRIAN POLE BASE IN LANDSCAPING 10 NOT TO SCALE METER/PANEL ASSEMBLY. PROVIDE WITH DIRECT BURY PEDESTAL MOUNT RECESSED PHOTO EYE PEDESTAL PROTECTION BOLLARDS ✓✓✓ 6" CONCRETE FILLED STEEL POST PAINT COLOR BY OWNERS (TYP.) ROUTE CONDUCTORS IN TO PEDESTAL IN PVC TO PROTECT CABLE FROM CONTACT WITH CONCRETE. CONDUITS SHALL STUB UP ABOVE GRADE INSIDE PEDESTAL CONCRETE PAD i b ! . r I a 36"—-I IF ONDUIT ROUTED MINIMUM 30" BELOW GRADE 2" PVC TO EXTEND 36" MINIMUM BEYOND CONCRETE ENCASEMENT CONCRETE PROVIDE #4 REBAR THROUGH ENCASEMENT 6" DIA. PIPE, 6" ABOVE BOTTOM OF PIPE AND EXTENDING 6" BEYOND EITHER SIDE OF PIPE, TYPICAL ALL POSTS\``\��\\O�1RE111/o ''� :•off' ••••�c^ TYPICAL METER/PANEL PEDESTAL MOUNTING D • "i soh As Constructed No Revisions: COLORADO DEPARTMENT OF TRANSPORTATION 2207 E. HWY. 402 Revised: LOVELAND, CO 80537 Phone: 970-667-4670 FAX: 970-669-0289 Void: Region 4 DMM PJG t{JC f • •' .CALF F ..„.••'sac; \`�.�. oinsn �����N 6-zz-0 mplackerman FELSBURG engineering, Inc. r4HOLT & 13542 West 59th Avenue, Suite A Golden, CO 80403 303-278-7297 U LLEV I G NORTH COLLEGE AVENUE/ Project No./Code RIVERSIDE AVENUE IMPROVEMENTS ELECTRICAL PLANS 73-117 SOTA 01842-039 Designer: HFR 13614 & 14148 Detailer: HFR Sheet Subset: ELEC Subset Sheets: E3 of 4 Sheet Number 137 G ­1 2w UTILITY CO METER M UTILITY CO METER M UTILITY CO METER M UTILITY CO METER MCOORDINATE EXACT COORDINATE EXACT COORDINATE EXACT COORDINATE EXACT REQUIREMENTS WITH REQUIREMENTS WITH REQUIREMENTS WITH REQUIREMENTS WITH THE UTILITY CO THE UTILITY CO THE UTILITY CO THE UTILITY CO \ CD CD o 1 D ) SURFACE MOUNTED N -0 ) 1`0SURFACE MOUNTED / / PHOTOELECTRIC CELL 20A2P PHOTOELECTRIC CELL 20A2P 20A2P IN WEATHERPROOF 20A2P �\ IN WEATHERPROOF �� �\ TO PEDESTRIAN ENCLOSURE, FACE TO PEDESTRIAN �� ENCLOSURE, FACE TO PEDESTRIAN �� TO PEDESTRIAN SENSOR NORTH �\ METER/PANEL PEDESTAL LIGHTS SENSOR NORTH LIGHTS METER/PANEL PEDESTAL �� LIGHTS LIGHTS MIDWEST #R101CB2 (RINGLESS) MIDWEST #R101CB2 (RINGLESS) 2 A P TO SPRINKLER 20A1P TO SPRINKLER OR #IvItO1C82 (RING TYPE) SPACE SPACE OR #M101CB2 (RING TYPE) CONTROL VALVE CONTROL VALVE SPACE SPACE WITH 100A BUS, 40A2P MAIN, WITH 100A BUS, 40A2P MAIN, SPACE SPACE SPACE ----SURFACE MOUNTED 120/240—VOLT, 1—PHASE SPACE SURFACE MOUNTED SPACE METER/PANEL PEDESTAL 120/240—VOLT, 1—PHASE SPACE PHOTOELECTRIC CELL —METER/PANEL PEDESTAL SPACE SPACE PHOTOELECTRIC CELL SPACE MIDWEST #R101CB2 (RINGLESS) SPACE IN WEATHERPROOF MIDWEST #R101CB2 (RINGLESS) LIN WEATHERPROOF N ENCLOSURE, FACE N OR #M101CB2 (RING TYPE) N OR #M101062 (RING TYPE) PULL BOX RECESSED SENSOR NORTH PULL BOX RECESSED G WITH 100A BUS, 40A2P MAIN, PULL BOX RECESSED N ENCLOSURE, FACE PULL BOX RECESSED G FLUSH WITH GRADE FLUSH WITH GRADE G SENSOR NORTH FLUSH WITH GRADE G WITH 100A BUS, 40A2P MAIN, (LUSH WITH GRADE 120/240—VOLT, 1—PHASE 120/240—VOLT, 1—PHASE 4/0 CUC (3#8) 2"C #6 CU TO _ _ #4/0 CU TO E g #6 CU TO _ #4/0 CU TO E g #6 CU TO _ _ #4/0 CU TO EB G D ROD = _ CU TO 20' BURRIED Eg GND ROD = = 20' BURRIED GND ROD - = 20' BURRIED GND ROD = = 4/20' BURRIED 4/0 ELECTRODE 4/0 ELECTRODE 4/0 ELECTRODE 4/0 ELECTRODE METER/PANEL LP4 DETAIL METER/PANEL LP3 DETAIL METER/PANEL LP2 DETAIL METER/PANEL LP1 DETAIL NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE Name: LP2 Mnt Method: SURFACE Volt: 240/120 Bus Rating: 100 Ph: 1 Main Breaker 40 Wire: 3 AIC Rating: Code Description Load Bkr P Ph Ph P Bkr Load Description Code VA A B VA 1 Main Breaker 40 2 2 20 500 Pedestrian Lights 1 3 5 Space - - Space 7 Space - - Code Description Load VA Dem Load Summary 1 Lighting 500 125% Per Phase 2 Rec up to 10,000 100% Ph A 250 VA Rec over 10,000 50% Ph B 250 VA 3 Motor 100% Largest Motor 125% 4 Heater 100% Connected 500 VA 5 Kitchen 100% Code Demand 625 VA 6 Miscellaneous 100% 7 Sub Panel 100% Code Demand 2.60 Amps Name: LP4 Volt: 240/120 Ph: 1 Wire: 3 Code Description 1 Main Breaker 13 5 Space 7 Space Code Description 1 Lighting 2 Rec up to 10,000 Rec over 10,000 3 Motor Largest Motor 4 Heater 5 Kitchen 6 Miscellaneous 7 Sub Panel Mnt Method: SURFACE Bus Rating: 100 Main Breaker 40 AIC Rating: Load Bkr P Ph Ph P Bkr Load Description VA A B VA 40 2 2 20 900 Pedestrian Lights - 1 20 50 Sprinkler Control Valve Load VA Dem Load Summary 900 125% Per Phase 100% Ph A 600 VA 50% Ph B 450 VA 100% 125% Computer File Information Creation Date: 12/20/02 Initials: HFR Last Modification Date: 06/16/03 Initials: HFR 0 Full Path: K Drawing File Name: Electrical.dwg 0 Acad Ver. 2000i Scale: AS SHOWN Units: ENGLISH 2 1 4 3 6 5 8 7 Code 1 4 6 6 8 100% Connected 950 VA 100% Code Demand 1175 VA 50 100% 100% Code Demand 4.90 Am Index of Revisions Name: LP1 Volt: 2401120 Ph: 1 Wire: 3 Code Description Main Breaker Space Space Code Description 1 Lighting 2 Rec up to 10,000 Rec over 10,000 3 Motor Largest Motor 4 Heater 5 Kitchen 6 Miscellaneous 7 Sub Panel Name: LP3 Volt: 240/120 Ph: 1 Wire: 3 Code Description 1 Main Breaker 3 5 Space 7 Space Code Description 1 Lighting 2 Rec up to 10,000 Rec over 10,000 3 Motor Largest Motor 4 Heater 5 Kitchen 6 Miscellaneous 7 Sub Panel City of f on l'ollins CITY OF FORT COLLINS 281 NORTH COLLEGE AVENUE FORT COLLINS, CO 80522 Phone: 970-221-6605 FAX: 970-221 —6378 Mnt Method: SURFACE Bus Rating: 100 Main Breaker 40 AIC Rating: Load Bkr P Ph Ph P Bkr Load Description Code VA A B VA 40 2 2 20 200 Pedestrian Lights 1 2 4 _ - Space 6 _ - 8 Load VA Dem Load Summary 200 125% Per Phase 100% Ph A 100 VA 50% Ph 100 VA 100% 125% 100% Connected 200 VA 100% Code Demand 250 VA 100% 100% Code Demand 1.04 Amps Mnt Method: SURFACE Bus Rating: 100 Main Breaker 40 AIC Rating: Load Bkr P Ph Ph P Bkr Load Description Code VA A B VA 40 2 2 20 1400 Pedestrian Lights 1 2 / / 4 - 1 20 50 Sprinkler Control Valve 6 6 * _ 8 Load VA Dem Load Summary 1400 125% Per Phase 100% Ph 750 VA 50% Ph B 700 VA 100% 125% 100% Connected 1460 VA ackerman 100% Code Demand 1800 VA 5o 100% engineering, Inc. 100% Code Demand 7.50 Amps 17542 West 59th Avenue, Suite A COLORADO DEPARTM OF TRANSPORTATION 2207 E. HWY. 402 LOVELAND, CO 80537 Phone: 970-667-4670 FAX: 970-669-0289 Reqion 4 DMM/PJG As Constructed No Revisions: ENT Revised: Void: Golden, CO 80403 303-278-7297 NORTH COLLEGE AVENUE/ RIVERSIDE AVENUE IMPROVEMENTS ELECTRICAL PLANS Designer: HFR Detailer: HFR Sheet Subset: ELEC Subset Sheets: E4 of 4 (PAVOLT ELSBURG & ULLEVIG Project No./Code AQC 2873-117 STA 0142-039 13614 & 14148 Sheet Number 138 C-1 280 NOTES 1. CONSTRUCTION OF ALL TEMPORARY TRAFFIC SIGNALIZATION SHALL BE COORDINATED WITH THE CITY OF FORT COLLINS (ERIC BRACKE, 970-224-6062) INCLUDING PLACEMENT OF TEMPORARY TRAFFIC SPAN WIRE POLES, TRAFFIC SIGNAL HEADS AND SIGNAL TIMING. A MINIMUM OF TWO SIGNAL HEADS SHALL BE OPERATIONAL AT ALL TIMES FOR EACH INTERSECTION APPROACH. TWO ADDITIONAL SIGNAL HEADS SHALL BE PROVIDED IF LEFT TURN PHASING IS USED. 2. EXISTING TRAFFIC SIGNAL CONTROLLERS SHALL BE USED TO OPERATE TEMPORARY SIGNALIZATION UNTIL SUCH TIME AS NEW PERMANENT CONTROLLERS/CABINETS CAN BE INSTALLED BY CITY STAFF IN THEIR PERMANENT LOCATION. 3. THE CITY OF FORT COLLINS (ERIC BRACKE, 970-224-6062) SHALL BE CONTACTED 48 HOURS IN ADVANCE OF ANY AND ALL CHANGES IN LANE ALIGNMENTS DURING CONSTRUCTION. CITY STAFF MUST BE CONSULTED REGARDING SIGNAL HEAD ALIGNMENT CHANGES FOR ALL CONSTRUCTION PHASING CHANGES AND ALL CHANGES TO TRAFFIC SIGNAL HEADS USED FOR RAILROAD PREEMPTION. CITY STAFF WILL MAKE ALL CHANGES TO TRAFFIC SIGNAL OPERATING PARAMETERS. MAPLE STREET 6 CALL UNCC TWO WORKING DAYS BEFORE YOU DIG 1-800-922-1987 METRO DFNVFR AREA UTILITY NOTIFICATION CENTER OF COLORADO LEGEND EXISTING % CONTROLLER Di TRAFFIC SIGNAL SPAN WIRE POLE �;'�;, � ; �I ; A i N. COLLEGE JEFFERSON STREET �L z 0' 20' 40' PROPOSED CURB AND GUTTER SPAN WIRE CABLE +► TRAFFIC SIGNAL FACE WITH BACKPLATE PEDESTRIAN SIGNAL FACE a PEDESTRIAN PUSH BUTTON 12" 12" 12" EXISTING TRAFFIC SIGNAL CONTROLLER CABINET SIGNAL HEADS a SUMMARY OF APPROXIMATE TEMPORARY TRAFFIC SIGNAL QUANTITIES FOR INFORMATION ONLY — ALL TEMPORARY TRAFFIC SIGNALIZATION TO BE PAID FOR AS TRAFFIC SIGNAL (TEMPORARY) LUMP SUM. ITEM DESCRIPTION UNIT QUANTITY TRAFFIC SIGNAL SPAN WIRE POLE EACH 4 SPAN WIRE CABLE LF 490 TRAFFIC SIGNAL FACE (12-12-12) EACH 8 PEDESTRIAN SIGNAL FACE (16) EACH 8 PEDESTRIAN PUSH BUTTON EACH 8 AFIELSBURG ro HOLT & ULLEVIG Computer File Information 0 Index of Revisions k ik _-�- -- °EF1111 " ° c , °"'°„ °u;ts COLORADO DEPARTMENT CITY OF FORT COLLINS OF TRANSPORTATION 2207 E. HWY. 402 281 NORTH COLLLGE AVENUE LOVELAND, Co 80537 FORT COLLINS, CO 80522 Phone: 97g667--4670 PAXn97O70-221637805 FAX: 970— 9-0289 Region 4 DMM PJG As Constructed NORTH COLLEGE AVENUE RIVERSIDE AVENUE IMPROVEMENTS TEMPORARY SIGNAL SYSTEM Project No./Code Creation Date: 03/25/03 Initials: JGF No Revisions: AQC 2873-117 STA 0142-039 Last Modification Date: 03/26/03 Initials: JGF Revised: Designer: RRF 13614 & 14148 Full Path: K:\00230\ACAD\SHEET Detaller: JMH Drawing File Name: S0023OSSS26.DWG Void: Sheet Number 139 Sheet Subset: SSS Subset Sheets: TSS-1 of 3 Acad Ver. 2000i Scale: Units: ENGLISH C -1 280 9 SUMMARY OF EARTHWORK INDEX ITEM PROJECT TOTALS BOOK PAGE 5HEE1 UNCLASSIFIED EXCAVATION (COMPLETE IN PLACE) CU.YD. • NORTH COLLEGE AVENUE 3030 • JEFFERSON STREET 440 • CHERRY STREET 230 • WILLOW STREET 300 • RIVERSIDE AVENUE/MULBERRY STREET INTERSECTION 1330 • ALLEY 190 • WILLOW STREET ACCESS 265 TOTAL FOR PAY QUANTITY 5,785 FOR INFORMATION ONLY EMBANKMENT MATERIAL (NET) CU.YD. • NORTH COLLEGE AVENUE 900 • JEFFERSON STREET 10 • CHERRY STREET 10 • WILLOW STREET 25 • RIVERSIDE AVENUE/MULBERRY STREET INTERSECTION 0 • ALLEY 35 • WILLOW STREET ACCESS 75 TOTAL 1,055 COMPACTION (AASHTO T99) (INFO. ONLY) CU.YD. (MOISTURE & DENSITY CONTROL) EMBANKMENT (NET) 1,055 BASES OF CUTS & FILLS 4215 TOTAL 5,270 WETTING QUANTITIES (INFO. ONLY) COMPACTION M. GAL (5,270 X 0.04 M. GAL./CU. YD.) TOTAL 211 ROADWAY QUANTITIES BALANCE (INFO. ONLY) CU.YD. UNCLASSIFIED EXCAVATION 5,785 EMBANKMENT (NET) x FACTOR (1.2) 1,266 EXCESS EXCAVATION (TO BE DISPOSED BY THE CONTRACTOR) 4,519 BALANCE TOTAL 5,785 INFELSBURG rl HOLT & ULLEVIG Computer File Information O 0 Index of Revisions �(�i _ °` CM} )[Foitcouuis COLORADO DEPARTMENT CITY OF FORT COLLINS OF TRANSPORTATION 2207 E. t iwY. 402 281 NORTH CO[ IFOE AVLNJE [-OPT COELiNs, CO 80522 Phone: ��, co 8os37 Phone: 970-221 —6605 Phone: 970-66 0289 FAX: 970-221 - 6378 FAX: 970 4 M/ Region 4 DMM PJG As Constructed NORTH COLLEGE AVENUE/ RIVERSIDE AVENUE IMPROVEMENTS SUMMARY OF EARTHWORK Project No./Code Creation Dote: 05/18/03 Initials: MRH No Revisions: AQC 2873-1 17 STA 0142-039 Last Modification Date: 05/18/03 Initials: MRH Full Path: K:\00230\ACAD\SHEET Revised: Designer: MRH g 13614 & 14148 Drawing File Name: M00230TABO5.dwg Detaller: JMH Void: Sheet Number 14 Acad Ver. 2000i Scale: Units: ENGLISH Sheet Subset: Subset Sheets: SE-1 of 1 C -1 280 i NOTES 1. CONSTRUCTION OF ALL TEMPORARY TRAFFIC SIGNALIZATION SHALL BE COORDINATED WITH THE CITY OF FORT COLLINS (ERIC BRACKE, 970-224-6062) INCLUDING PLACEMENT OF TEMPORARY TRAFFIC SPAN WIRE POLES, TRAFFIC SIGNAL HEADS AND SIGNAL TIMING. A MINIMUM OF TWO SIGNAL HEADS SHALL BE OPERATIONAL AT ALL TIMES FOR EACH INTERSECTION APPROACH. TWO ADDITIONAL SIGNAL HEADS SHALL BE PROVIDED IF LEFT TURN PHASING IS USED. 2. EXISTING TRAFFIC SIGNAL CONTROLLERS SHALL BE USED TO OPERATE TEMPORARY SIGNALIZATION UNTIL SUCH TIME AS NEW PERMANENT CONTROLLERS/CABINETS CAN BE INSTALLED BY CITY STAFF IN THEIR PERMANENT LOCATION. 3. THE CITY OF FORT COLLINS (ERIC BRACKE, 970-224-6062) SHALL BE CONTACTED 48 HOURS IN ADVANCE OF ANY AND ALL CHANGES IN LANE ALIGNMENTS DURING CONSTRUCTION. CITY STAFF MUST BE CONSULTED REGARDING SIGNAL HEAD ALIGNMENT CHANGES FOR ALL CONSTRUCTION PHASING CHANGES AND ALL CHANGES TO TRAFFIC SIGNAL HEADS USED FOR RAILROAD PREEMPTION. CITY STAFF WILL MAKE ALL CHANGES TO TRAFFIC SIGNAL OPERATING PARAMETERS. Computer File Information 0 0 0 0 Index of Revisions Creation Date: 03/25/03 Initials: JGF Last Modification Date: 03/26/03 Initials: JGF Full Path: K:\00230\ACAD\SHEET Drawing File Name: S0023OSSS28.DWG Acad Ver. 2000i Scale: Units: ENGLISH � r 0' 20' 40' 6a Cltl of Fmt Collins CITY OF FORT COLLINS 281 NORTH COLLEGE AVENUE FORT COLLINS, CO 80522 Phone: 970-221 —6605 FAX: 970-221 —6378 CHERRY STREET �oT DEI DN COLORADO DEPARTM OF TRANSPORTATION 2207 L. HWY. 402 LOVELAND, CO 80537 Phone: 970�667-4670 FAX: 970-9b9-0289 Region 4 DMM/PJG As Constructed ENT No Revisions: Revised: Void: O CALL UNCC TWO WORKING DAYS BEFORE YOU DIG ,lot 1-800-922-1987 METRO DFNVFR AREA UTILITY NOTIFICATION OFN7R OF OOIORADO LEGEND TRAFFIC SIGNAL SPAN WIRE POLE SPAN WIRE CABLE TRAFFIC SIGNAL FACE WITH BACKPLATE PEDESTRIAN SIGNAL FACE PEDESTRIAN PUSH BUTTON EXISTING TRAFFIC SIGNAL CONTROLLER CABINET SIGNAL HEADS 12" ® ® 12„ 12" O 16" 9 O 12„ 12" O 2 O 12„ 1 PROGRAMMABLE 3 FOR INFORMATION ONLY — ALL TEMPORARY TRAFFIC SIGNALIZATION TO BE PAID FOR AS TRAFFIC SIGNAL (TEMPORARY) LUMP SUM. ITEM DESCRIPTION UNIT QUANTITY TRAFFIC SIGNAL SPAN WIRE POLE EACH 8 SPAN WIRE CABLE LF 1050 TRAFFIC SIGNAL FACE (12-12-12) EACH 12 PEDESTRIAN SIGNAL FACE (16) EACH 8 PEDESTRIAN PUSH BUTTON EACH 8 pEU FSBURG RHOLT & ULLEVIG NORTH COLLEGE AVENUE/ Project No./Code RIVERSIDE AVENUE IMPROVEMENTS AQC 73-117 TEMPORARY SIGNAL SYSTEM ST8A 0142-039 Designer: RRF 13614 & 14148 Detailer: JMH Sheet Subset: SSS Subset Sheets: TSS-2 of 3 Sheet Number 140 C -1 280 9 1 COD RIVERSIDE AVENUE MULBERRY STREET,,. r Fr, i r - NOTES 1. CONSTRUCTION OF ALL TEMPORARY TRAFFIC SIGNALIZATION SHALL BE COORDINATED WITH THE CITY OF FORT COLLINS (ERIC BRACKE, 970-224-6062) INCLUDING PLACEMENT OF TEMPORARY TRAFFIC SPAN WIRE POLES, TRAFFIC SIGNAL HEADS AND SIGNAL TIMING. A MINIMUM OF TWO SIGNAL HEADS SHALL BE OPERATIONAL AT ALL TIMES FOR EACH INTERSECTION APPROACH. TWO ADDITIONAL SIGNAL HEADS SHALL BE PROVIDED IF LEFT TURN PHASING IS USED. 2. THE CITY OF FORT COLLINS (ERIC BRACKE, 970-224-6062) SHALL BE CONTACTED 48 HOURS IN ADVANCE OF ANY AND ALL CHANGES IN LANE ALIGNMENTS DURING CONSTRUCTION. CITY STAFF MUST BE CONSULTED REGARDING SIGNAL HEAD ALIGNMENT CHANGES FOR ALL CONSTRUCTION PHASING CHANGES AND ALL CHANGES TO TRAFFIC SIGNAL HEADS USED FOR RAILROAD PREEMPTION. CITY STAFF WILL MAKE ALL CHANGES TO TRAFFIC SIGNAL OPERATING PARAMETERS. JIL Z � r 0' 20' 40' CALL UNCC TWO WORKING DAYS BEFORE YOU DIG 1-800-922-1987 METRO DENVER AREA UTILITY NOTIFICATION CENTER OF COLORADO LEGEND TRAFFIC SIGNAL SPAN WIRE POLE SPAN WIRE CABLE +Jw- TRAFFIC SIGNAL FACE WITH BACKPLATE EXISTING TRAFFIC SIGNAL CONTROLLER CABINET SIGNAL HEADS 12" 12" 12" SUMMARY OF APPROXIMATE TEMPORARY TRAFFIC SIGNAL QUANTITIES FOR INFORMATION ONLY — ALL TEMPORARY TRAFFIC SIGNALIZATION TO BE PAID FOR AS TRAFFIC SIGNAL (TEMPORARY), LUMP SUM. ITEM DESCRIPTION UNIT QUANTITY TRAFFIC SIGNAL SPAN WIRE POLE EACH 4 SPAN WIRE CABLE LF 220 TRAFFIC SIGNAL FACE (12-12-12) EACH 4 FELSBURG AFA HOLT & ULLEVIG Computer File Information Index of Revisions ur As Constructed NORTH COLLEGE AVENUE/ Project No./Code Creation Date: 03/25/03 Initials: JGF 0 6E4 -.-. '— _ RIVERSIDE AVENUE IMPROVEMENTS oF,-�� , . AQC 2873-1 17 Last Modification Date: 03/26/03 Initials: JGF � c�,;No Revisions: COLORADO DEPARTMENT TEMPORARY SIGNAL SYSTEM STA 0142-039 Full Path: K:\00230\ACAD\SHEET CITY OF FORT COLLINS OF TRANSPORTATION 281 NORTH co ECE AVENUE 2207 E. HWY. 402 Revised: Designer: RRF h13614 & 14148 Drawing File Name: S0023CSSS29.DWG 0 FORT COLLINS, Co 80522 Ponco ao537 Phone: 970-221 —6605 Phonee:: 970t667 -4670 Detailer: JMH Acod Ver. 2000i Scale: Units: ENGLISH FAX: 970221 —6378 FAX: g7o 4 DMM/ — Void: 0 Region 4 MM PJG Sheet Subset: SSS Subset Sheets: TSS-3 of 3 Sheet Number 141 C -1 280 1 CID 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 the removal of all existing equipment, furnish and install of all new equipment, and the setup and testing of all operational parameters. 2. Conduit, pole, detector and controller cabinet locations are approximate. Exact location shall be determined by City representatives in the field. Contractor to coordinate with City staff (Ward Stanford, 970-221-6820) throughout the project to assure that traffic signal work is properly coordinated during the construction of other project features. 3. All existing utility locations are approximate. Existing utilities shall be field verified before commencing work. 4. Most arm signal heads and overhead signs shall be mounted approximately level with one another with a 19 foot clearance above pavement grade at its highest elevation. All overhead traffic signal vehicle heads shall be centered over the approach lanes. 5. Signal head no' s. 22 and 24 on Sheet SG-4 of 6 shall be activated only via pedestrian push buttons for pedestrian movements across the Jefferson Street to North College Avenue free —flow right turn lane. 6. Traffic signal poles, mast arms and foundations shall be per Colorado Department of Transportation Standard S-614-40A for single most arm installations and Standard S-614-40 for the double mast arm installation. u`� a 's act, SUMMARY OF TRAFFIC SIGNAL APPROXIMATE QUANTITIES ITEM N0. ITEM DESCRIPTION UNIT COLLEGE/ JEF FERSON/ MAPLE COLLEGE/ CHERRY/ WILLOW INTERCONNECT TOTAL 202 REMOVAL OF TRAFFIC SIGNAL EQUIPMENT RESET LUMINAIRE RESET TRAFFIC SIGNAL HEAD DRILLED CAISSON (36 INCH) WIRING (SPECIAL)* LS 0.5 0.5 2 18 — — 1 7 33 210 210 503 613 EACH EACH 5 15 72 — LP' ...,, 72.5 — 144.5 LS LF — 850 — 1 1 613 2 INCH ELECTRICAL CONDUIT (PLASTIC) 1000 700 — 1 2550 613 3 INCH ELECTRICAL CONDUIT (PLASTIC) LF 1125 925 2050 613 PULL BOX — SPECIAL EACH — 1 2 613 PULL BOX — 15% "W x 25"L x 163'4"D EACH EACH 3 ---- 5 1 — B 6 613 PULL BOX — 131't "W x 2041 x 12'D 4 1 613 LUMINAIRE HIGH PRESSURE SODIUM (400 WATT) Jr'. EACH — 2 — 2 614 — - ILLUMINATED STREET NAME SIGN „ EACH 4 4 — — — B 614 PEDESTRIAN SIGNAL FACE (16) EACH 10 2 12 614 TRAFFIC SIGNAL FACE (12 12 , TRAFFIC SIGNAL FACE (12-12-i2) EACH EACH 2 — — 4 2 614 — 4 614 TRAFFIC SIGNAL FACE (12-12-12-12-12) EACH 7 6 - - 13 614 PEDESTAL POLEFOOT 6 INCH) EACH 1 - 1 614 PEDESTRIAN PUSH BUTTON EACH 10 8 2 - 18 4 614 FIRE' 1 REEMMN UNT AND TM ER EACH 2 — 614 `4NTERSECTION DETECTION SYSTEM (CAMERA) EACH 4 4 - - 8 614 MICROWAVE VEHICLE RADAR DETECTOR EACH EACH 1 1 3 1 - 1 2 TRAFFIC SIGNAL CONTROLLER AND CABINET (INSTALL ONLY) 1 — 614 TRAFFIC SIGNAL — LIGHT POLE STEEL (1 MAST ARM) EACH EACH EACH 4 — 7 614 TRAFFIC SIGNAL — LIGHT POLE STEEL (2 MAST ARM) TRAFFIC SIGNAL POLE STEEL (1 MAST ARM) — — 1 614 1 1 — 2 FIBER OPTIC CABLE (SINGLE MODE)(6 STRAND) LF — — 1225 1225 WIRING (SPECIAL) PAY ITEM USED TO PAY FOR RAILROAD DETECTION WIRING BETWEEN THE RAILROAD SWITCH CABINETS AND THE CONTROLLER AT THE COLLEGE/CHERRY/WILLOW INTERSECTION. ESTIMATED QUANTITY = ±600 LF. FELSBURG rI HOLT & ULLEVIG Computer File Information Index of Revisions 6iak - "I I ON a�>�>I1�<»�c�>Ih�» COLORADO DEPARTMENT CITY OF FORT COLLIN5 OF TRANSPORTATION 2207 E. HWY. 402 281 NORTH COLLEGE AVENLL LOVELAND, CO 80537 FORT COLLINS, Co 80522 Phone: 970-667-4670 Phone: 970-221 —6605 FAX: 970-669-0289 FAX: 970-221-6378 Region 4 DMM PJG As Constructed NORTH COLLEGE AVENUE/ RIVERSIDE AVENUE IMPROVEMENTS SIGNAL INTERCONNECT PLAN Project No./Code Creation Date: 02/21/03 Initials: JMH No Revisions: AQC_=.__ _ 117 STTA 01842-039 Last Modification Date: 03/27/03 Initials: JGF Full Path: K: 00230 ACAD SHEET Revised: Designer: RRF g 13614 & 14148 Drawing File Name: S00230SSS24.DWG Detailer: JMH Void: Sheet Number 142 Acad Ver. 20001 Scale: Units: ENGLISH Sheet Subset: SSS Subset Sheets: SG-1 of 6 C-1 280 O cc N 9 EXISTING SIGNAL HEAD TO REMAIN 27 (STING SIGNAL HEADS TO BE REMOVED Y O O 5,7,10,1 1, 12,16 15,18,21,22 EXISTING SIGNAL HEADS TO BE RESET LOUVERED BACKPLATE Y G 2,3,8,13 14,19 O PROGRAMMABLE 23,24,25 6,9, 17,20 MM as LEGEND c hN _ ) R,k �' �' 2� �yc Mfrw ix 0, '%4 y+ �54r'V — - - �, 2IN r "NORTH COLLEGE AVE. ALL EXISTING TRAFFIC SIGNAL EQUIPMENT TO BE REMOVED OR RESET EXCEPT SIGNAL HEAD NO. 21 27 EDESTAL POLE WHICH _SHALL REMAIN.., RESET FIVLUMINAIRES Ot _ � LUMINAIRES RESET TWO MINAIRES AT THIS INTERSECTION. r TO COLLEGE/CHERRY/WILLOW SHEET SG INTERSECTION. SEE 4 FOR LOCATIONS — j 1 OF RESET EQUIPMENT NOTE: FOR LOCATION OF EXISTING SIGNS MOUNTED ON MAST ARMS AND SIGNAL POLES, SEE EXISTING SIGNING PLANS. x ITEM TRAFFIC SIGNAL POLE WITH MAST ARM TRAFFIC SIGNAL POLE TRAFFIC SIGNAL FACE WITH BACKPLATE TRAFFIC SIGNAL FACE PEDESTRIAN SIGNAL FACE PEDESTRIAN PUSH BUTTON AND SIGN TRAFFIC SIGNAL CONTROLLER AND CABINET POLE MOUNTED SIGN LUMINAIRE J L Z r • 20 40 SCALE: 1 •• MA FELSBURG rIHOLT & ULLEVIG NORTH COLLEGE AVENUE Computer File Information Index of Revisions i�T As Constructed Project No./Code Creation Date: 10/02/01 Initials: zV 0 6iai D11 '- I 1 11 1 1 1, 11 , '111 ' ON -� RIVERSIDE AVENUE IMPROVEMENTS _ / / COLORADO DEPARTMENT No Revisions: EXISTING SIGNALIZATION PLAN STTA 01AQC 8 73117 Last Modification Date: 04 24 03 Initials: DRS 42-039 a�, �ru}>}<<<,w}s CITY OF FORT COLLINS OF TRANSPORTATION Designer: RRF Full Path: K:\00230\ACAD\SHEET 0 2207 E. HWY. 402 Revised: g 13614 & 14148 281 NORTH COLLEGE AVENUE LOVELAND, CO 80537 Drawing File Name: S00230SSS09.DWG FORT COLLINS, CO 80522 Phone: 970-667-4670 Detailer: JMH FAxn : 970— 2 —6805 FAX: 970-669-0289 Sheet Number 143 Acad Ver. 2000i Scale: 1 "=40' Units: ENGLISH 0 Region 4 DMM PJG Void: Sheet Subset: SSS Subset Sheets: SG-2 of 6 C -1 280 0 co (NJ .-i C13 12,25 EXISTING SIGNAL HEADS TO REMAIN EXISTING SIGNAL HEADS TO BE REMOVED ® R • O • O O O 9,10 14,24, 4,22 27,28 EXISTING SIGNAL HEADS TO BE RESET 1,19 LOUVERED BACKPLATE I G 2,3,13,20, 21,26 NO RIGHT TURN BLANK -OUT SIGN 8,17 6,7,16, 18,23,29 0 5,15 ALL EXISTING TRAFFIC SIGNAL EQUIPMENT TO BE REMOVED OR RESET EXCEPT SIGNAL HEAD NO. 1 1 /PEDESTAL POLE WHICH SHALL REMAIN. SEE SHEET SG-5 FOR LOCATIONS OF RESET EQUIPMENT. 4 �. < - 13 1� J > - i tt u 2 ` 4� F'S A y 19 S L 28 26 25 \ 20 C 27 NY 2�' NOTE: FOR LOCATION OF EXISTING SIGNS MOUNTED ON MAST ARMS AND SIGNAL POLES, SEE EXISTING SIGNING PLANS. NORTH COLLEGE AVE. LEGEND ITEM TRAFFIC SIGNAL POLE WITH MAST ARM TRAFFIC SIGNAL POLE TRAFFIC SIGNAL FACE WITH BACKPLATE TRAFFIC SIGNAL FACE PEDESTRIAN SIGNAL FACE PEDESTRIAN PUSH BUTTON AND SIGN TRAFFIC SIGNAL CONTROLLER AND CABINET POLE MOUNTED SIGN LUMINAIRE SCALE: 1 ,• FELSBURG P'A & ULLEVIG Computer File Information Index of Revisions As Constructed NORTH COLLEGE AVENUE Project No./Code 10/02/01 Initials: zv iii RIVERSIDE AVENUE IMPROVEMENTS Creation Date: AQC 2873-1 17 Last Modification Date: 04/24/03 Initials: DRS D—� 1 " )1 °" COLORADO DEPARTMENT No Revisions: EXISTING SIGNALIZATION PLAN STA 0142-039 0 CITY OF FORT COLLINS 22 TRANSPORTATION 2207 F . HWY. 402 Revised: Designer: RRF 13614 & 14148 Full Path: K:\00230\ACAD\SHEET 0 281 NORTH COLLEGE AVENUE FORT COLLINS, Co 80522 LOVELAND, CO 80537 Phone: 970-667-4670 Detailer: JMH Drawing File Name: SCO23OSSS21.DWG Phon97970-221637805 FAX: 970-669-0289 Region 4 DMM PJG Void: Sheet Subset: SSS Subset Sheets: SG-3 of 6 Sheet Number 144 Acad Ver. 2000i Scale: 1 =40 Units: ENGLISHLIE] C-1 280 SIGNAL PHASING \ 2+6 \ 4+8 3+7 10,17,27 LOUVERED BACKPLATE I u1« G 1,8,14,25 KEY i� PROTECTED PHASE MOVEMENT i — — PERMISSIVE LEFT TURN �— —► PEDESTRIAN MOVEMENT i 7 RESET 4 PROPOSED SIGNAL HEADS R • 6,7,12,13,19, O 20,21,23,29,30 IIYiI II II PROGRAMMABLE OOY RESET © RESET 31,32,33 • 2,3,9,15, RESET R 16,26 34 O LEGEND ITEM TRAFFIC SIGNAL POLE WITH MAST ARM O ALL VEHICLE SIGNAL HEADS SHALL BE POLYCARBONATE O PEDESTRIAN PUSH BUTTON POLE WITH 12" SECTIONS AND TUNNEL VISORS. • TRAFFIC SIGNAL PEDESTAL POLE O ALL VEHICLE AND PEDESTRIAN SIGNAL HEADS SHALL BE TRAFFIC SIGNAL FACE WITH FOREST GREEN IN COLOR. BACKPLATE RESET 5,11, ALL VEHICLE AND PEDESTRIAN INDICATIONS SHALL BE —► TRAFFIC SIGNAL FACE 18,28 APPROVED L.E.D. TYPE. PEDESTRIAN SIGNAL FACE D PEDESTRIAN PUSH BUTTON II ®II AND SIGN I1011 ❑ TRAFFIC SIGNAL CONTROLLER AND CABINET CONDUIT — PVC SCHEDULE 80 22 ``4` o PULL BOX — 151/z "W x 25"L x 16-h "D vr r PULL BOX — 13""W x 20-1"L x 12"D �E. ► FIRE PREEMPTION UNIT r 1°` MAST ARM OR POLE MOUNTED SIGN s ARM LUMINAIRE ...........� y 4a 5 iv 1®2" V2 0 �- 1 V 1 8 9 �kF ry4 � 81 87 1 1;_ . -- -- - _ .- �� O 3 202 02 , n MICROWAVE VEHICLE DETECTOR VIDEO IMAGE VEHICLE DETECTOR VIDEO DETECTION ZONE (TYPICAL) CAMERA V1, V2, V3 OR V4 MICROWAVE DETECTION ZONE 6 88 1 1 yA6"2r � _ - � - , PROPOSED SIGNS s16 .. 3G,8' 17 32 Q 9 85 1 (SEE SIGNING SHEETS FOR DETAILS) OLA N — ��` 40 ' M .A. �M i d COLLEGE AV D29 21 . 33 - -% _ 00 2®3 3" 'x"7 _ [[0NLY 2®2„ 1© ..`., E INTERCONNECT - - - _ - ( E PLAN) 22 V 410 S ' �b N OOOO � MAPLE ST � _ , � � , 85 %' 82 83 84 7!� JEFFERSON ST - E � 4 r 41 D JEFFERSON STD �' -- — MAPLE ST r,' -3, „ - (5—LEFT ARROW 88 0 20 40 5—RIGHT ARROW) �� OLB o ;tkT ` Scale: 1 "=40' } APPROXIMATE LOCATION- 4•��rc"nrr,• 1 Y ' OF EXISTING RR SWITCH � ,.�``_ppo RE�;o ..... � � ,; ' ✓ CABINET .. o •�;e. e s41 `o:T a� JEFFERSON ST. = ,r �tin� s . ••FELSBURG 1ie SOON Al ��°` H L T 8L F'ereat:�t tmtcid ULLEVIG Computer File Information Index of Revisions cur As Constructed NORTH COLLEGE AVENUE/ Project No./Code Creation Date: 10/02/01 Initials: zv O_ RIVERSIDE AVENUE IMPROVEMENTS No Revisions: AQC 2873-117 Last Modification Date: 03/27/03 Initials: JGF cite, of l'ortCullms COLORADO DEPARTMENT PROPOSED SIGNALIZATION PLAN STA 0142-039 Full Path: K:\00230\ACAD\SHEET CITY OF FORT COLLINS OF TRANSPORTATION 281 2207 E. HWY. 402 Revised: Designer: RRF NORTH COLLEGE AVENUE 13614 & 14148 Drawing File Name: S00230SSS10.DWG 0 �oRT COLLINS,hone:: 97 NSco 80522 hoe — 80537 Phone: 970-221 —6605 Pn0667-4670 Detailer: JMH FAX: 970-66 Acad Ver. 2000i Scale: 1 "=40' Units: ENGLISH FAX: 970-221-6378 MM/ D Region 4 MM Void: PJG Sheet Subset: SSS Subset Sheets: SG-4 of 6 Sheet Number 145 C--1 280 0 ao cV G.2 SIGNAL PHASING PROPOSED SIGNAL HEADS LOUVERED \I BACKPLATET 4,13, 22,28 NO RESET RIGHT TURN 6, 7,15, 17,23,29 BLANK —OUT SIGN RESET 8,16 24,30 11,25 RESET 5,14 9,10, 21,27 RESET 1,18 Computer File Information Creation Date: 10/02/01 Initials: ZV 0 Last Modification Date: 03/27/03 Initials: JGF Full Path: K:\00230\ACAD\SHEET 0 Drawing File Name: SCO230SSS22.DWG Acad Ver. 2000i Scale: 1 "=40' Units: ENGLISH RESET 2,3,12,19 20,26 Phasing Key --aPROTECTED PHASE MOVEMENT LEGEND ITEM LEGEND ITEM TRAFFIC SIGNAL POLE WITH - CONDUIT — PVC SCHEDULE 80 " PERMISSIVE LEFT TURN MAST ARM p PULL BOX — 15 2 "W x 25"L x 16 a "D ► PEDESTRIAN MOVEMENT +► TRAFFIC SIGNAL FACE WITH ❑ PULL BOX — 13 "1"W x 20,11 x 12"D p CHANGE FROM NORMAL SEQUENCE BACKPLATE TO RAILROAD PREEMPTION INTERVALS �9 PULL BOX — SPECIAL —� TRAFFIC SIGNAL FACE TCL TRACK CLEARANCE CHANGE TO ► FIRE PREEMPTION UNIT RAILROAD HOLD INTERVALS PEDESTRIAN SIGNAL FACE -1 MAST ARM OR POLE MOUNTED SIGN ENO EXIT TO NORMAL OPERATION D PEDESTRIAN PUSH BUTTON AND SIGN 15' ARM LUMINAIRE NRT NO RIGHT TURN ❑ TRAFFIC SIGNAL CONTROLLER 4 V# VIDEO IMAGE VEHICLE DETECTOR NLT NO LEFT TURN AND CABINET x TRAFFIC SIGNAL PHASE Vx VIDEO DETECTION ZONE (TYPICAL) CAMERA V1, V2, V3 OR V4 4 PROPOSED SIGNS {c 03^,t /� V (SEE SIGNING SHEETS FOR DETAILS) it yF=};°4sM3j - OlA s 10 0 8 - Aink N. COLLEGE AV O O J i 4 % _ _ I �5 M.A. , � - .: 7 ' �,, OLB RR TRACK ONLY ONLY � 104 1 -:. CH T ST U CHERRY S _ 411% L > t � 1®3" _ 92 100 95 96 W ~_ _ NIL_ _ f LOW 93" I 101 105 103 98 1®2„ S b 106 WILLOW ST rC _ �.- C " Q 1 ®2 CH ERRY ST K l (RR PREEMPT) __ 5"x7,)'a" 9 " 92 97 13 V217 " - (4—LEFT ARROW, _ 11 12 - 4 5—RIGHT ARROW) 16 14i 6 _ 4 ,441 96 - x- (SEE INTERCONNECT PLAN 98 r 03" • V1 // 02 ,.n ®2" `' 1041 105 V3 _ �55' M.A. , � A 2J (SEE INTERCONNECT PLAN) ALL VEHICLE SIGNAL HEADS SHALL BE POLYCARBONATE :_�3 WITH 12" SECTIONS AND TUNNEL VISORS. N , SIGNAL (' > — �..terrrr•ri. — ALL VEHICLE AND PEDESTRIAN SIGNAL HEADS SHALL BE (1 —INTERCONNECT) 00 REG/r, '`o�P•••'e'••s� FOREST GREEN IN COLOR. (1 —RR PREEMPT)1,07 "��;a��Q <• 86 ALL VEHICLE AND PEDESTRIAN INDICATIONS SHALL BE 1 -� •• �" 0 APPROVED L.E.D. TYPE. , •.�\' _�� ndex of Revisions WILLOW ST. z;;4 "OTI As Constructed NORTH COLLEGE AVENUE/ sic RIVERSIDE AVENUE IMPROVEMENTS Cit% of Foil Collins CITY OF FORT COLLINS 281 NORTH COLLLGL AVENUE FORT COLLINS, CO 80522 Phone: 970-221 —6605 FAX: 970-221 —6378 COLORADO DEPARTMENT No Revisions. OF TRANSPORTATION 2207 E. H*Y. 402 Revised: LOVELAND, CO 80537 Phone: 970-667-4670 FAX: 970-669-0289 Void: Region 4 DMM PJG PROPOSED SIGNALIZATION PLAN Designer: RRF Detailer: JMH Sheet Subset: SSS Subset Sheets: SG-5 of MM MA FELSBURG rIHOLT & ULLEVIG Project No./Code AQC 2873-117 STA 0142-039 13614 & 14148 61 Sheet Number 146 C-1 280 Cob LEGEND 11111119!91I 7 TRAFFIC SIGNAL CONTROLLER AND CABINET o PULL BOX — 151,42 "W x 251 x 104 "D ❑ PULL BOX — 13 1 "W x 20 j "L x 12"D 6 PULL BOX — SPECIAL — — — — CONDUIT — PVC SCHEDULE 80 Computer Creation Date: Last Modification Date: Full Path: Drawing File Name: Acad Ver. 2000i File Information 12/10/02 Initials: JMH 04/24/03 Initials: DRS K:\00230\ACAD\SHEET S00230SSS23.DWG 0 Scale: 1 `60' Units: ENGLISH ndex of Revisions EXISTING RR SWITCH CABINET - cYK y V I 1 , (f•e 6a, Citc of Fort Culhns CITY OF FORT COLLINS 281 NORTH COLLEGE AVENUE FORT COLLINS, CO 80522 Phone: 970-221 —6605 FAX: 970-221 —6378 Sul' oevm •1r COLORADO DEPARTMENT OF TRANSPORTATION 2207 F . H WY. 402 LOVELAND, CO 80537 Phone: 970- 667-4670 FAX: 970-669-0289 Region 4 DMM/PJG As Constructed NORTH COLLEGE AVENUE/ RIVERSIDE AVENUE IMPROVEMENTS No Revisions: SIGNAL INTERCONNECT PLAN Revised: Designer: RRF Detailer: JMH Void: Sheet Subset: SSS Subset Sheets: SG-6 of Q J L � r Scale: 1 .• FELSBURG rnHOLT & ULLEVIG Project No./Code AQC 2873-117 STA 0142-039 13614 & 14148 61 Sheet Number 147 C -1 280 TABULATION OF SIGNS SIGN N0. 1 SIGN CODE D9-2 STATION/LOCATION MOUNTED ON LIGHT POLE SIGN PANEL SIZE BACK— GROUND COLOR REMOVE GROUND SIGN REMOVE SIGN PANEL REMOVE SIGN STRUCTURE ILLUMINATED SIGN RESET GROUND SIGN EACH RESET SIGN PANEL(S) EACH 1 MODIFY LEGEND NUMBER OF POSTS LENGTH OF POSTS POST TYPE CONCRETE FOOTING TYPE SIGN PANEL P2 P 1 2F314 5 6 7 8 CLASS I CLASS II CLASS III INCHES EACH EACH EACH EACH FEET MOUNT TO LINEAR FEET SIGNAL PO E EACH SF 2 3 4 SPECIAL ROUTE MARKER ASSEMBLY ROUTE 16+25 LT., N. COLLEGE AVE. MOUNTED ON SIGNAL POLE MOUNTED ON LIGHT POLE MOUNTED ON SIGNAL POLE MOUNTED ON SIGNAL POLE 1 1 1 1 1 MOUNT TO MOUNT TO MOUNT WITH. LGHT POLE LGHT POLE SIGN $6 T MARKER ASSEMBLY. 5 R3-4 6 R14-1 M6-1 18X18 WHITE 1 1 1 1 1 1 1 1 MOUNT WITH 11.0 1 1.0 11.0 SIGN 861 12.5 11.0 11.0 5.06 7 SPECIAL MOUNTED ON SIGNAL POLE 8 SPECIAL MOUNTED ON LIGHT POLE 9 R3-4 R4-7 MOUNTED ON SIGNAL POLE I MOUNT ON R.R. SIGNAL POLE 10 R15-1 11 M 1-4 105+90 LT., JEFFERSON ST. M6-4 M4-5 M1-5 36 YELLOW 1 1 1 1 1 1 11.0 MOUNT WITH MOUNT TO LT MOUNT TO LGHT SIGN 13 POLE POLE 11.0 9.42 12 W10-1 16+65 RT., N. COLLEGE AVE. 13 W10-1 17+00 RT., N. COLLEGE AVE. MOUNTED ON LIGHT POLE 14 SPECIAL 15 16 17 R15-1 SPECIAL SPECIAL 17+91 RT., N. COLLEGE AVE. MOUNTED ON LIGHT POLE MOUNTED ON LIGHT POLE SPECIAL 1 1 MOUNT ON R.R. SIGNA POLE 18 SPECIAL MOUNTED ON R.R. SIGNAL MAST ARM 19 SPECIAL MOUNTED ON SIGNAL POLE 20 21 22 23 SPECIAL 1 1 MOUNT TO SIGNAL POLE R1-1 R2-1 SPECIAL R1-2 SPECIAL R3-7R 21+08 LT., N. COLLEGE AVE. 204+31 LT., CHERRY ST. 24+50 LT., N. COLLEGE AVE. 204+67 RT., CHERRY ST. MOUNTED ON MAST ARM 21 +19 LT., N. COLLEGE AVE. 21 +91 LT., N. COLLEGE AVE. >' 1 1<< 1 1 1 1 1 1 MOUNT WITH MOUNT TO L MOUNT TO LGHT SIGN 101 GHT POLE POLE 24 25 26 R2-1 27 M4-5 MOUNTED ON MAST ARM M1-1 1 SPECIAL 1 1 28 M3-1 MOUNTED ON LIGHT POLE M1-4 1 1 MOUNT TO L GHT POLE 29 M3-2 MOUNTED ON MAST ARM M1-5 1 SPECIAL 1 1 30 W 10-1 21 +28 RT., N. COLLEGE AVE. 205+86 RT., WILLOW 31 W10-1 ST. MOUNTED ON 1 32 R2-1 33 34 W10-1 SPECIAL D-3 D-3 D-3 LIGHT POLE 203+58 LT., CHERRY ST. 106+35 LT., JEFFERSON ST. MAST ARM MAST ARM MAST ARM 18+28 RT., N. COLLEGE AVE. MAST ARM MAST ARM MAST ARM 16+14 RT., N. COLLEGE AVE. 1 1 1 1 1 1 1 1 1 1 1 1 1 11.5 11.5 �,� e..RE0js� .;ooe _ 50 51 52 53 R4-7 54 D-3 D-3 55 56 D-3 7 SPECIAL SPECIAL 105+38 LT., JEFFERSON ST. 105+61 LT., JEFFERSON ST. 16+46 RT., N. COLLEGE AVE. SPECIAL 58 R1-2 SPECIAL 1 1 1 ''f�ss/ONA'L Ft�ittu�g� 59 SPECIAL 16+95 RT., N. COLLEGE AVE. 60 R1-2 15+00 RT., N. COLLEGE AVE. 61 R1-2 105+67 LT., JEFFERSON ST. POLE 1 FELSBURG1 62 W4-2 LIGHT 63 SPECIAL LIGHT POLE HO LT & � 1 L EVIG Computer File Information Index of Revisions oT d NORTH COLLEGE AVENUE Creation Date: 03/21/03 Initials: JMH O As Constructe -- =- RIVERSIDE AVENUE IMPROVEMENT Project No./Code Last Modification Date: 03/27/03 Initials: JGF 0 �f `� l� °�°—"�`"" �""""°`" can�>ir�,itr<>>n� No Revisions: AQC 2873-117 i�COLORADO DEPARTMENT TABULATION OF SIGNS STA 0142-039 Full Path: K:\00230\ACAD\SHEET O CITY OF FORT COLLINS OF TRANSPORTATION 281 NORTH COLLEGE AVENUE 2207 L. HWY. 402 Revised: Designer: MRH Drawing File Name: M00230TABO6.dwg O PORT coLUNs, co ao522 LOVELAND, co 80537 13614 & 14148 Phone: LLINS, 1 C 80 Phone: 970-667-4670 Detailer: JMH Acad Ver. 2000i Scale: Units: ENGLISH O PAX: 970-2—i - 1 —6 FAX: 970-669-0289 Void: Region 4 DMM PJG Sheet Subset: Subset Sheets: SS-1 of 18 Sheet Number 148 C-1 280 9 TABULATION OF SIGNS !�1 V SIGN CODE STATION/LOCATION SIGN PANEL SIZE BACK- GROUND COLOR REMOVE GROUND SIGN REMOVE SIGN PANELNO. 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 P2 P 14 Tq3] 5 6 7 8SIGN CLASSCLASS 1 II CLASS III INCHES EACH EACH EACH EACH EACH EACH FEET LINEAR FEET EACH SF 64 R15-1 204+12 RT., CHERRY ST. 1 65 OM-3R 204+58 RT., CHERRY ST. 1 66 W12-1 204+49 RT., CHERRY ST. 1 67 SPECIAL MAST ARM 1 68 D-3 MAST ARM 1 69 D-3 MAST ARM 1 70 D-3 MAST ARM 1 71 D-3 MAST ARM 72 D-3 MAST ARM 1 73 W10-2 LIGHT POLE 1- 74 R3-6 MAST ARM 1 R3-5L 1 ys 75 SPECIAL 206+28 LT., WILLOW ST. 1 76 R3-17 203+24 LT., CHERRY ST. 1 77 SPECIAL 107+76 RT., JEFFERSON ST. 1 11.5 5.00 80 R4-7 14+47 LT., N. COLLEGE AVE. 24X30 WHITE 1 11.5 81 82 83 SPECIAL R3-5L R3-5L MOUNT TO MAST ARM MOUNT TO MAST ARM MOUNT TO MAST ARM 72X30 3OX36 3OX36 GREEN WHITE WHITE 1 �, x 7.50 7.50 84 R3-5L MOUNT TO MAST ARM 30X36 WHITE " 7.50 7.50 85 R3-5L MOUNT TO MAST ARM 30X36 WHITE 3 86 R4-7 16+05 RT., N. COLLEGE AVE. 24X30 WHITE 1 12.75 12.75 5.00 87 SPECIAL MOUNT TO MAST ARM 72X18 GREEN 1 r �' 88 SPECIAL MOUNT TO MAST ARM 72X30 GREEN 1 89 SPECIAL MOUNT TO MAST ARM 72X18 GREEN 1 1 1 1 12.0 11.5 11.6 12.0 11.6 11.5 6.25 16.00 3.90 90 W4-3R 16+47 RT., N. COLLEGE AVE. 48X48 YELLOW 91 92 R3-7R R1-2 18+42 RT., N. COLLEGE AVE. 105+67LT., JEFFERSON ST. 30X30 36 WHITE WHITE �> :74 93 R3-5L MOUNT TO MAST ARM 30X36 WHITE 7.50 94 R15-1 MOUNT ON R.R. SIGNAL POLE 18X18 WHITE 1 11.0 11.0 5.06 3.00 95 96 97 98 99 SPECIAL R4-7 R3-5R R3-5R SPECIAL 21 +38 LT., N. COLLEGE AVE. 20+25 LT., N. COLLEGE AVE. MOUNT ON SIGNAL POLE MOUNT TO MAST ARM MOUNT TO MAST ARM 18X24 24X30 30X36 30X36 72X18 GREEN WHITE WHITE WHITE GREEN � �� -:. 1 11.5 11.5 5.00 7.50 7.50 1 1001 101 SPECIAL R4-7 MOUNT TO MAST ARM 21 +37 RT., N. COLLEGE AVE. 72X30 24X30 GREEN WHITE 1 1 11.5 11.5 5.00 102 R3-5L MOUNT TO MAST ARM 30X36 WHITE ;" 7.50 7.50 103 R3-5L MOUNT TO MAST ARM 30X36 WHITE 104 SPECIAL MOUNT TO MAST ARM 72X30 GREEN 1 7.50 105 R3-5R MOUNT TO MAST ARM 30X36 WHITE 14 106 SPECIAL MOUNT TO MAST ARM 72X18 GREEN 1 107 R3-5L MOUNT TO MAST ARM 30X36 WHITE 7.50 108 R3-5L MOUNT TO MAST ARM 30X36 WHITE 7.50 109 R3-16a 26+37 LT., N. COLLEGE AVE. 24X30 WHITE 1 11.5 11.5 5.00 110 R3-17 26+44 RT., N. COLLEGE AVE. 24X30 BLACK WHITE 1 11..5 11.5 5.00 111 R3-17 34+82 LT., N. COLLEGE AVE. 24X30 BLACK WHITE 1 11.5 11.5 5.00 112 R3-16a 34+61 RT., N. COLLEGE AVE. 24X30 WHITE 1 11.5 11.5 5.00 113 R3-17 201+82 RT., CHERRY ST. 24X30 BLACK WHITE 1 11.5 11.5 5.00 115 R1-2 20+15 LT., N. COLLEGE AVE. 36 WHITE 1 11.6 11.6 3.90 116 M3-1 MOUNT TO MAST ARM 24X12 WHITE 2.00 M1 -4 MOUNT TO MAST ARM 3OX24 WHITE 5.00 117 W10-1 21+43 RT., N. COLLEGE AVE. 36 YELLOW 1 11.0 11.0 9.42 118 R3-7R MOUNT TO LIGHT POLE 30X30 WHITE 6.25 119 R10-1 1 B MOUNT TO R.R. SIGNAL MAST ARM 24X24 WHITE 4.00 120 R3-4 16+05 RT., N. COLLEGE AVE. 24X24 WHITE MOUNT WITH SIGN 86 4.00 121 M1 -4 106+26 LT. JEFFERSON ST. 30X24 WHITE 1 12.25 12.25 5.00 M6-4 21X15 WHITE 2.19 M4-5 24X12 WHITE 2.00 M1-5 30X24 WHITE 5.00 M6-1 21X15 WHITE 2.19 122 SPECIAL 107+50 RT., JEFFERSON ST. 1 123 SPECIAL 107+53 LT., JEFFERSON ST. 1 124 SPECIAL 106+78 LT., JEFFERSON ST. 18X24 GREEN 1 11.0 11 3.00 125 D2-2 26+91 RT., N. COLLEGE AVE. 72X30 GREEN 2 21.0 21.0 15. TOTALS: 19 22 8 10 24 24 263.20 115.70 1 159.00 195.00 42.64 15. ■ ��` o�PpO•RE•(, U •�F 6� 4FELSBURG HOLT & ULLEVIG Computer File Information C= 0 0 Index of Revisions ul' ___;_ c�; ;"ir, r>wag COLORADO DEPARTMENT CITY OF FORT COLLINS OF TRANSPORTATION 2207 F . HWY. 402 281 NORTH co��E�E AVENUE FORT COLLINS, CO 80522 LOVELAND, CO 80537 Phone: 970-221 -6605 Phone: 970-667-4670 -221-6378 FAX: Region 4 DM 970 FAX: g7o-66g- M/289 PJG As Constructed NORTH COLLEGE AVENUE/ RIVERSIDE AVENUE IMPROVEMENTS TABULATION OF SIGNS Project No./Code Creation Date: 03/21/03 Initials: JMH No Revisions: AQC 2873-117 STA 0142-039 Last Modification Date: 03/27/03 initials: JGF°'- Full Path: K:�00230�ACAD�SHEET Revised: Designer: MRH g 13614 & 14148 Drawing File Name: M00230TAB06.dwg Detailer: JMH Void: Sheet Number 149 Acad Ver. 2000i Scale: Units: ENGLISH Sheet Subset: Subset Sheets: SS-2 of 18 C -1 280 9 1 v TABULATION OF SURFACING QUANTITIES LOCATION AGGREGATE BASE COURSE (CLASS 6) HOT BITUMINOUS PAVEMENT (PATCHING) (ASPHALT) HOT BITUMINOUS PAVEMENT (GRADING S) (100) (PG 64-28) CONCRETE PAVEMENT (6—INCH) CONCRETE PAVEMENT (11'!2—INCH) CONCRETE PAVEMENT (111,42—INCH) (FAST TRACK) (24 HOUR) CONCRETE PAVEMENT (111,2—INCH) (FAST TRACK) (48 HOUR) TON TON TON SQUARE YARD SQUARE YARD SQUARE YARD SQUARE YARD PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL NORTH COLLEGE AVENUE STA. 13+88 — STA. 19+04 1476 52 2380 821 1342 STA. 19+24 — STA. 21 +42 788 23 641 1256 306 STA. 21 +42 — STA. 24+ 1 1 626 1 151 STA. 24+22 — STA. 26+37 62 179 JEFFERSON STREET/RIVERSIDE AVENUE STA. 105+51 — STA .107+92 489 21 1632 STA. 107+92— STA. 131 +50 1945 72 STA. 131 +50 — STA. 151 +27 2126 STA. 151 +27—STA. 153+79 54 277 179 STA. 153+79—STA.158+48 1393 542 1156 2871 TO BE DETERMINED BY THE ENGINEER 100 MAPLE STREET 8 CHERRY STREET STA. 201 +90 — STA. 204+35 121 130 WILLOW STREET STA. 205+82 —STA. 208+25 227 247 ALLEY ACCESS 231 191 41 WILLOW BUSINESS ACCESS 306 253 39 YESTERDAY'S TREASURE'S PARKING 201 A CLASSIC TOUCH PARKING 34 PUBLIC PARKING LOT 10 28 TDS—JW BREWER TIRE PARKING 247 TACO JOHN'S PARKING 64 SCHRADER'S COUNTRY STORE PARKING 8 80 JUST OFFICE FURNITURE PARKING 43 EXPRESS CARE IPARKING 47 J&M PRECISION AUTO PARKING 44 TOTALS: 5773 260 6563 838 3742 1 3233 6151 ALL CONCRETE PAVEMENT SURFACES IN THIS PROJECT ARE SUBJECT TO SMOOTHNESS TESTING ACCORDING TO THE CATEGORY III REQUIREMENTS UNDER THE STANDARD SPECIAL PROVISIONS IN THE SPECIFICATIONS. HBP PAVEMENT SURFACES ON RIVERSIDE AVENUE/JEFFERSON STREET BETWEEN NORTH COLLEGE AVENUE AND MULBERRY STREET IN THIS PROJECT ARE SUBJECT TO SMOOTHNESS TESTING BASED ON THE PERCENTAGE OF IMPROVEMENT REQUIREMENTS UNDER THE STANDARD SPECIAL PROVISIONS IN THE SPECIFICATIONS. SEE PAVEMENT INFORMATION BELOW FOR AVERAGE IRI VALUES. PAVEMENT SMOOTHNESS INFORMATION LOCATION 014C—EB 014C—WB 287C—NB 287C—SB MILE POST 134.77 TO 135.71 134.77 TO 135.71 346.9 TO 347.0 346.9 TO 347.0 AVERAGE IRI 266.27 268.64 287 355 DATE TAKEN 3-9-02 3-9-02 2-19-02 2-19-02 ss/ON Al NFELSBURG rIHOLT & ULLEVIG Computer File Information Index of Revisions ur ga ----- pE,.;,„, c��„>;r, c,u;,,, COLORADO DEPARTMENT CITY OF FORT COLLINS OF TRANSPORTATION �w��. 22c7 E. 402 281 NOF�IH COIIFGF AVENUE LOVELAND, CO 80537 FORT COLLINS, CO 80522 Phone: 970-667-4670 Phone: 970-221 —6605 FAX: 970- 669-0289 FAX: 970-221 —6378 Region 4 DMM PJG As Constructed NORTH COLLEGE AVENUE/ RIVERSIDE AVENUE IMPROVEMENTS ABULATION OF SURFACING QUANTITIE Project No./Code Creation Date: 11/07/02 Initials: JMH No Revisions: AQC 2873-117 STA 0142-039 Lost Modification Date: 11/07/02 Initials: JMH Full Path: K:\00230\ACAD\SHEET Revised: Designer: MRH 13614 & 14148 Drawing File Name: M00230TAB02.dwg Detailer. JMH Void: Sheet Number 15 Acad Ver. 20001 Scale: Units: ENGLISH Sheet Subset: Subset Sheets: ST-1 of 1 c -1 280 I TABULATION OF STRIPING STATION LOCATION PAVEMENT MARKING LINES (LINEAR FEET) CROSSHATCH CROSSWALK WHITE SOLID (SF) STOP WHITE SOLID (LF) ARROW WHITE SOLID WORDS WHITE SOLID SYMBOLS WHITE SOLID EDGE LANE LANE DROP CENTER CHANNELIZING WHITE SOLID 4" YELLOW SOLID 4" WHITE BROKEN 4" WHITE BROKEN 8" WHITE SOLID 4" YELLOW SOLID 4" WHITE SOLID 8" DOTTED 8" WHITE SOLID 8" YELLOW SOLID 4" SQUARE FEET 13+88 to 18+50 18+50 to 24+00 24+00 to 29+50 29+50 to End North College Ave. North College Ave. North College Ave. North College Ave. 128 1500 108 100 102 786 720 2008 454 431 468 277 165 215 96 94 62 77.5 12.5 37.5 67.5 90 10.5 31.5 Willow Street 848 399 66 31 15.5 22.5 Jefferson Street 222 460 491 29 28 22.5 10.5 Maple Street 165 302 28 15.5 22.5 Cherry Street 557 464 243 62 102.5 67.5 21 Mulberry Street 280 442 189 146 62 67.5 Riverside Avenue 14883 8873 848 1813 143 77.5 90 Total (Linear Feet) Sheet Total (Square Feet) 18411 1534 560 62 102 23 1 143 1 381 1 12387, ; 1032 3956 2639 446 297 2002 629 1258 1 491 450 74 COLOR THERMOPLASTIC PAVEMENT MARKING (SF) PREFORMED *ASTIC PAVEMENT MARKING (TYPE A) PREFORMED PLASTIC PAVEMENT MARKING (TYPE B XWALK—STOPLINE WORD —SYMBOL YELLOW 3260 1014 WHITE 5969 TOTAL 5969 3260 1014 FELSBURG HOLT & ULLEVIG Computer File Information Index of Revisions nor As Constructed NORTH COLLEGE AVENUE/ Project No./Code Creation Date: 03/27/03 Initials: JMH O RIVERSIDE AVENUE IMPROVEMENTS No Revisions: AQC 2873-117 Last Modification Date: 03/27/03 Initials: JMH at,0,roa(oHI„g COLORADO DEPARTMENT TABULATION OF STRIPING STA 0142-039 Full Path: K:\00230\ACAD\SHEET O CITY OF FORT COLLINS OF TRANSPORTATION 2207 HWY. 402 Revised: Designer: MRH 281 NORTH COLLEGE AVENUE 13614 & 14148 Drawing File Name: M0023CTAB07.dwg FORT COLLINS, co 80522 Phone: 97 —6 80537 Phone: 970-221 —6605 Phone: g70-667-4670 Detaller: JMH Acad Ver. 2000i Scale: Units: ENGLISH FAX: 970-221 —6378 FAX: 970-669-0289 Void: Sheet Number 150 Region 4 DMM PJG Sheet Subset: SSS Subset Sheets: SS-3 of 18 O C-1 280 9 F)i7' 200 AM TO 6 00 AM EXISTING TO REMAIN CITY OF FORT COLLINS HR PARKNG (�, TO 640 PM 2:00 AM EXISTING TO REMAIN MATCH RESET (SEE � ° s Q PROPOSED PLANS)` BUSINESS SIGr qu 9 01,11 FORMER CARPET WORKS YESTERDAY'S�\ TREASURES \ O� LA PORTE'� EXISTING TO REMAIN J L Z 0 20 40 Scale: 1 "=40' REMOVE 60 G- RESET (SEE PROPOSED PLANS) P TDS— JW BREWER TIRES T O �INTERSTATfE \ NOTE: SEE PROPOSED SIGNING PLANS FOR NEW LOCATION OF RESETS. r- FORT COLLINS TIRE & AUTO CARE_"jr1 EAS LINE SHEET SS-5 RESET (SEE PROPOSED PLANS) - n 1 REMOVE 11 F t_._ . _...... ., YIELD REMOVE 61 JEFFERSON ST. T REMOVE 55 YIELDVt A CLASSIC TOUCH REMOVE 57 REMOVE 58 REMOVE 12 \ t t t \ UP t t , ANY C TIAAE REMOVE 59 NO RESET (SEE STOPPING O PROPOSED RAILROADN PLANS) 14 TRACKS REMOVE 62 MERGE REMOVE 63 X�\✓\�/ 0�"TD REMOVE 15 RESET (SEE PROPOSED PLANS) O C) L0 010 BUSINESS SIGN «�.. p RE v r� FELSBURG HOLT & ULLEV IG Computer File Information 0 O 0 Index of Revisions ;= _; __ °E��'"°''° c" °"`°" °"°S COLORADO DEPARTMENT CITY OF FORT COLLINS OF TRANSPORTATION 2207 E. HWY. 402 281 NORTH COLLEGE AVENUE LOVELAND, CO 80537 FORT COLLINS, CO 80522 Phone: 970-667-4670 Phone:99970-22637605 FAX: 970-669-0289 7Region 4 DMM PJG As Constructed NORTH COLLEGE AVENUE/ RIVERSIDE AVENUE IMPROVEMENTS EXISTING SIGNING Project No./Code Creation Date: 10/08/01 Initials: zv6ii No Revisions: AQC 2873-117 STA 0142-039 Last Modification Date: 03/27/03 Initials: JGF Revised: Designer: MRH Detaller: zV 13614 & 14148 Full Path: K:\00230\ACAD\SHEET Drawing File Name: S00230SSSO1.DWG Void: Sheet Number 151 SbtSSS Subset Sheets: SS-4 Of 18 Sheetuse: Acad Ver. 2000i Scale: 1 =40 Units: ENGLISH C-1 280 0 00 N RAILROAD ADOPT A STREET AV,9� `�/ SIGNAL NEXT 1/2 MLE TACO JOHN'S r0\_1 ADOPTED BY G, RESET TO NEW MAST ARM PREMIER O (SEE PROPOSED PLANS) SYSTEMS CACFE u POWRE Q,j�oy 18 M ATC H LINE SHEET S S - 5 , -' RES E NORTH PARK � RESET (SEE / PROPOSED PLANS) PROPOSED PLANS) REMOVE / SPEED 16 RESET (SEE 64 / (� ao T , �' 20 LIMIT �\ PROPOSED PLANS) i �"ST ; � LL ' - \ TOPPIN - - Ld ON .' ; _ — — SET (SEE \\ /, = AILROA _ _ _ — — PRO ED PLANS) N TRACKS \ U _ 21 \SET TO NEW \ REMOVE (SE -RE GN PROPAL OSED PLANS 66 REMOVE , RIGHT LANE 65 o " MUST 00, OV E TURN RIGHT a I 7 YIELD - 'F E i REMOV Q O] REMOVE i A28 :34 REMOVE 73 0 2O 40 Scale: 1 `40' SCHRADER'S COUNTRY STORE RESET (SEE PROPOSED PLANS) 31 T 'TSEE -D PLANS) 29 REMOVE 70 REMOVE 71 \ \ RESET (SEE PROPOSED PLANS) \\ 24 \ \ i� IIL REMOVE 74 BIKES USE CROSSWALK REMOVE 75 NORTH COLLEGE AVE. RESET (SEE PROPOSED PLANS) 26 N PUF\ IVCYV LVIIVIN VI 1\L1DL1J. U -- - - - - s 0 Ci/ vO RELOCATE BUSINESS SIGN EXISTING I TO REMAIN R 'JUST OFFICE EDUCO FURNITURE MONA F. FRAYER C.P.A. RAPID LUBE THE FAMILY CENTER RE Al MA FELSBU(IHOLT & ULLEVIG Computer File Information Index of Revisions As Constructed NORTH COLLEGE AVENUE Project No./Code Creation Date: 10/08/01 Initials: zV C= r&k __= RIVERSIDE AVENUE IMPROVEMENTS AQC 2873-117 °°°°' °° — No Revisions: EXISTING SIGNING Last Modification Date: 05/16/03 Initials: JGF cityor'o«< "°s COLORADO DEPARTMENT STA 0142-039 CITY OF FORT COLLINS OF TRANSPORTATION Designer: MRH Full Path: K:\00230\ACAD\SHEET 2207 E. HWY. 402 Revised: 13614 & 14148 281 NORTH COLLEGE AVENUE LOVELAND, CC 80537 Drawing File Name: 500230SSS02.DWG O FORT COLLINS, CO 80522 Phone: 970-667-4670 Detaller: zV FAX: 970-221—6378O5 FAX: 970-66DMM/ Void: Sheet Subset: SSS Subset Sheets: SS-5 of 18 Sheet Number 152 Acad Ver. 2000i Scale: 1 =40 Units: ENGLISH � Region 4 DMM PJG c-1 280 91 1 V G�O�9�'9Q J &M PRECISION AUTO DO NOT RESET (SEE STOP PROPOSED PLANS) ON TRACKS 22 EXISTING TO REMAIN EXISTING TO REMAIN DO NOT STOP EXISTING " ON TO REMAIN TRACKSLn f^y^ c e f _ � G M1 m - _ NORTH COLLEGE AVE. + n� EXISTING TO REMAIN EXISTING TO REMAIN J L z � r • 2.0 40 p� Scale: 1 -• SPEED LIMIT 135 -- RESET (SEE PROPOSED PLANS 32 r'. r- Ii EXISTING TO REMAIN NOTE: SEE PROPOSED SIGNING PLANS FOR NEW LOCATION OF RESETS. TO REMAIN FORMER POWER PLANT FELSBURG 0"Ap & ULLEVIG Computer File Information Index of Revisions OTI As Constructed NORTH COLLEGE AVENUE/ Project No./Code Creation Date: 10/08/01 Initials: zv RIVERSIDE AVENUE IMPROVEMENTS �"" == AQC 2873-117 'M I" No Revisions: EXISTING SIGNING Last Modification Date: 03/27/03 Initials: JGF �«°"°r«°"° COLORADO DEPARTMENT STA 0142-039 CITY OF FORT COLLINS OF TRANSPORTATION Designer: MRH Full Path: K:\00230\ACAD\SHEET 0 CI NO COLLEGE AVENUE 2207 E. HWY. 402 Revised: g 13614 & 14148 LOVELAND, CO 80537 Drawing File Name: S00230SSS03.DWG FORT COLLINS, CO 80522 Phone: 970-667-4670 Detailer: zV > Phone: h n : 970222636805 FAX: 970-669-0289 Void: Sheet Number 153 Acad Ver. 2000i Scale: 1 =40 Units: ENGLISH Region 4 DMM PJG Sheet Subset: SSS Subset Sheets: SS-6 of 18 c ..1 280 SPEED LIMIT 35 EXISTING TO REMAIN CACHE LA POUDRE RIVER EXISTING TO REMAIN CACHE LA POUDRE RIVE EXISTING TO REMAIN EXISTING TO REMAIN k � v. A. ac- NORTH COLLEGE AVE. Y, All y t � y T A 3; d 1 Cps � rr �. R. ■ __4 ,/11 r.k- .,A Al AN, t a_#_ s! IE `� _! I _P_.1„• JR , R . s 1 _ w' IF- :6--t=-w-w w-s=T r _ NOTE: SEE PROPOSED SIGNING PLANS FOR NEW LOCATION OF RESETS. SPEED LIMIT 35 EXISTING TO REMAIN POUDRE PET & FEED SUPPLY \1 FELSBURG HOLT & ULLEVIG Computer File Information Index of Revisions L 2�)0 -,:_ °—' c�« �� �"s COLORADO DEPARTMENT OF TRANSPORTATION CITY OF FORT COLLINS 2207 E. HWY. 402 281 NORTH COLLEGE AVENUE LOVELAND, CO 80537 FORT COLLINS, CO 80522 Phone: 970-667-4670 Phone: 970-221 —6605 FAX: 970-669-0289 FAX: 970-221 —6378 Region 4 DMM PJG As Constructed NORTH COLLEGE AVENUE/ RIVERSIDE AVENUE IMPROVEMENTS EXISTING SIGNING Project No./Code Creation Date: 10/08/01 Initials: zv No Revisions: No AQC 2873-1 17 0142-039 Last Modification Date: 03/27/03 Initials: JGF Full Path: K: 00230 ACAD SHEET \ \ \ Revised: Designer: MRH 13614 & 14148 Drawing File Name: S00230SSSO4.DWG Detailer: zV Void: Sheet Number 154 Acad Ver. 2000i Scale: 1 "=40' Units: ENGLISH Sheet Subset: SSS Subset Sheets: SS-7 of 18 C-j 280 CD MATCH I ° �IN�Ifi107 EXISTING TO REMAIN N� LNN1._ Ld U t. �i 1n i ' ' i' RESET (SEE it PROPOSED PLANS) 33 I i i► it r�1 IrrT r• .. AAATP" I INIF-- C"�:-F--T CC— L I I V L `J I I L— I I `J �J I EXISTING TO REMAIN NOTE: SEE PROPOSED SIGNING PLANS FOR NEW LOCATION OF RESETS. FELSBURG HOLT & ULLEVIG Computer File Information Index of Revisions � As Constructed NORTH COLLEGE AVENUE/ Project No./Code Creation Date: 10/08/01 Initials: zV = RIVERSIDE AVENUE IMPROVEMENTS °F°�� °� � No Revisions: EXISTING SIGNING Aoc 2873-1 17 Last Modification Date: 03/27/03 Initials: JGF (� c �, >I Mort co,lins COLORADO DEPARTMENT STA 0142-039 CITY OF FORT COLLINS OF TRANSPORTATION Designer: MRH 13614 & 14148 Full Path: K:\00230\ACAD\SHEET 0 2201 E. HWY, 402 Revised: 281 NORTH COLLEGE AVENUE LOVELAND, CO 80537 FORT COLLINS, CO 80522 _ _ Detailer: zV Drawing File Name: S00230SSS06.DWG Phone: 970-221 - 6605 FAX: 970-669 02897O FAX: 97C-221 —6378 Void: Sheet Subset: SSS Subset Sheets: SS-8 of 18 Sheet Number 155 Acad Ver. 2000i Scale: 1 "=40' Units: ENGLISH � Region 4 DMM PJG C-1 280 9 4\. V A CLASSIC TOUCH 11 EXISTING TO REMAIN LARAMIE �J LA PORTE �J CT LOVELAND JEFFERSON PUBLIC PARKING LOT i Ilk i j!__ i � I CACHE LA POUDRE' NORTH PARK RESET (SEE PROPOSED PLANS) 123 i i M s YESTERDAYS TREASURES � POUDRE VALLEY CREAMERY y if i SALVATION ARMY AULT 19 STERLING 103 RESET (SEE PROPOSED PLANS) 122 SNOW ROUTE TOW AWAY ZONE REMOVE 77 NOTE: SEE PROPOSED SIGNING PLANS FOR NEW LOCATION OF RESETS. FELSBURG HOLT & ULLEVIG Computer File Information Index of Revisions uT As Constructed NORTH COLLEGE AVENUE/ Project No./Code Creation Date: 10/08/01 Initials: zV «� RIVERSIDE AVENUE IMPROVEMENTS °E' a No Revisions: EXISTING SIGNING AQC 2873-117 Last Modification Date: 03/27/03 Initials: JGF ai} "°«<°" °S COLORADO DEPARTMENT STA 0142-039 CITY OF FORT COLLINS OF TRANSPORTATION Designer: MRH 13614 & 14148 Full Path: K:\00230\ACAD\SHEET 2207 E. HWY. 402 Revised: 281 NORTH COLLEGE AVENUE LOVELAND, CO 80537 Drawing File Name: S00230SSS07.DWG O FORT COLLINS, CO 80522 Phone: 970-- 667-4670 Detaller: zV FAXn : 970-22 —6605 FAX: 970-669-0289 Void: Sheet Number 156 Acod Ver. 20001 Scale: 1 =40 Units: ENGLISH Region 4 DMM PJG Sheet Subset: PLAN Subset Sheets: SS-9 of 18 C 4 280 9 V U LLJ 0 ry In z 0 LiJ m Q SALVATION ARMY CITY OF FORT COLLINS `� t s E� 6 } 4 k t NEW i LOVELAND HR `PF el+o xm TQe4YJFti 200AM I AULT ' T06OAk `I EXREMA REMAIN DENVER MATCH LINE SHEET SS-12 RESET (SEE NEW 24 R3-4 120 - ITFi4J.; FORT COLLINS I ROUTE! TIRE & AUTO CARE 24 R4-7 RESET (SEE EXISTING PLANS) POLE (SEE 80 EXISTING PLANS) LL O2 EXISTING ET (PLANS) EXISTING PLANS) REPOLE (SEE TO HT O Q EXISTINGG PLANS) i ADOPT POLE (SEE 1 1- i � - - EXISTING PLANS) . 77 4f LA S TG�IX}P�+ zoonr� r` �, NO � — � ■ �— PROTECT F EDGE LINE BUSINESS S IG N YELD NEW Z) I OPPING! 48 W4-3R ON �;RAILROAD,o i1 ��� 90 TRACKS:, NEW I A CLASSIC TOUCH SIGNS MOUNTED ON MAST ARMS 3s R1-2 O� `��� EXSTING (PLEANS) Oc1q'Q 92 0 COLLEGE AV , L MOUNT TO NEW NEW SIGNAL POLE 24 R3-5L SPECIAL RESET (SEE 82 84 87 89 EXISTING PLANS) 83 85 WFga__J_E_RR MAPLESSTT NEW MJERRERSON ST SPECIAL NEW 88 SPECIAL 81 Computer File Information Creation Date: 10/08/01 Initials: ZV 0 Last Modification Date: 05/16/03 Initials: JGF Full Path: K:\00230\ACAD\SHEET Drawing File Name: S0023CSSS11.DWG Acod Ver, 2000i Scale: 1 "=40' Units: ENGLISH TQ 640 Ate �; EXISTING TO REMAIN NEW 30 M1-4 30 M1-5 21 M6-4 21 M6-1 24 M4-5 121 NOTE: SIGN PANELS SHALL BE MOUNTED A MINIMUM OF 8' ABOVE GROUND. Index of Revisions City' of Non ColLns CITY OF FORT COLLINS 281 NORTH COLLEGE AVENUE FORT COLLINS, CO 80522 Phone: 970--221 —6605 FAX: 970-221 —6378 TRUCK �! ROUT RESET (SEE EXISTING PLANS) O or 77,7 I/ ON I .eli.y COLORADO DEPARTM OF TRANSPORTATION 2207 E. HWY, 402 LOVELAND, CO 80537 Phone: 970-667-4670 FAX: 970-669-0289 Region 4 DMM/PJG NEW 36 W10-1 13 As Constructed ENT No Revisions: Revised: 1■ ■ MOUNT TO SIGNAL POLE NEW 18 R15-1 10 J L z r • Scale: 1 40 NORTH COLLEGE AVENUE/ RIVERSIDE AVENUE IMPROVEMENTS PROPOSED SIGNING & STRIPING Designer: MRH Detailer: ZV RIGHT LANE MUST TURN RIGHT NEW 30 R3-7R 91 FELSBURG r4HOLT & ULLEVIG Project No./Code AQC 2873-117 STA 0142-039 13614 & 14148 Sheet Subset: SSS Subset Sheets: SS-10 of 181 Sheet Number 157 a,; COD ~41111110" CACHE LA POUDRE NORTH PARK r�rrrT Try i i�..r r-.�i r NFW RESET TO NEW RAILROADS; MAST ARM (SEE EXISTING PLANS) SIG ( F- i NEW 24 R10-118 119 MATCH LINE SHEET SS-12�� RESET (SEE EXISTING PLANS) RESET (SEE I EXISTING PLANS) 27 TO' EAST:', RESET SEE l EXISTING PLAN T (SEE EXISTING PLANS) 18 R15-1 17 94 ° t► fi \ U Q12" WHITE 28 _ „ a STOP BAR _ VYELD ; NOISE ` ORDINANCE a - -_-- ENFORCED RESET (SEE NEW / EXISTING PLANS) 36 131-2 NEW O 115 24 R4-7 SCHRADER' S COUNTRY 96 SIGNS MOUNTED ON MAST ARMS STORE M l N. COLLEGE AV NEW SPECIAL 99 106 NEW NEW 24 R3-51- 24 M3-1 g3 102 30 M1 g —4 CHERRY T� WILLOW ST 103 107 NEW 4114TOac SPECIAL 108 °ID E RESET (SEE NEW 36 W10-1 117 TRUCK: ROUTE I LEFT I600 FT' RESET (SEE EXISTING PLANS) 24 EXPRESS CARE 0 EXISTING TO REMAIN Q 0 W z .J IU Q RELOCATE BUSINESS SIGN 100 = ,*KM6oNei.1; EXISTING PLANS)NO = �• ,TOPPING � 31 THE FAMILY ;�� s/ iiii WILLOW �T --- CENTER emsONAI �V a ' aIL N ~_ CHER Y ST �—� � � z �feejj:1L o�t�0 . ? TRAGKS— NEW ONLY , r ' SPECIAL RESET SIGNAL PO EW 104 NEW 0 20 40 IN FELSBURG (SEE EXISTING PLANS) 24 R3-5R NOTE: SIGN PANELS SHALL BE MOUNTED A MINIMUM OF 8' ABOVE THE GROUND. rIHOLT & 19 97 98 105 Scale: 1 "=40' ULLEVIG Computer File Information Index of Revisions �nl' As Constructed NORTH COLLEGE AVENUE/ Project No./Code Creation Date: 10/08/01 Initials: ZV 0 RIVERSIDE AVENUE IMPROVEMENTS _ Last Modification Date: 03 27 03 Initials: JGF c�Dy tort < <,uns COLODEPI 117 RADO DEPARTMENT No Revisions: PROPOSED SIGNING & STRIPING STTA 01AQC 842-039 Full Path: K:\00230\ACAD\SHEET CITY OF FORT COLLINS OF TRANSPORTATION 2207 E. HWY. 402 Revised: Designer: MRH "I NORTH COLLEGE AVENUE 13614 & 14148 Drawing File Name: S0023OSSS12.DWG 0 FORT COLLINS, Co 80522 LOVELAN7, - 7-46 Rhone: 970-221 —6605 Phone: 970-667-4670 Detaller: ZV Acad Ver. 2000i Scale: 1 "=40' Units: ENGLISH FAX, 970-221 —637a Region 4 MM FAX: g7o-66DMM/ Void: Sheet Number 158 PJG Sheet Subset: SSS Subset Sheets: SS-11 of 18 C-1 280 C2 0 0 CN 0" G . G� J &M PRECISION AUTO DO NOT; STOP 0% � LANE ENDS USE BIKE PATH NEW 24 R3-16a 109 COLORADO DEPT. OF HEALTH EMISSIONS TECHNICAL CENTER , EXISTING TO REMAIN RTHICIDLLEGE AVE. 4" WHITE EDGE LINE Arm EXISTING TO \ _.. A REM AIN EXISTING TO , REMAIN \N NEW NEW < � � ; 1 .d � 3 17 72 D2-2 0�'i'p EXISTING TO REMAIN EXISTING TO REMAIN NOTE: 1. FOR ADDITIONAL STRIPING INFORMATION SEE CDOT STANDARD PLAN S-627-1. 2. SIGN PANELS SHALL BE MOUNTED A MINIMUM OF 8' ABOVE GROUND. 24 R — EXISTING TO I 125 REMAIN EXISTING TO - - REMAINSPEED --------------------- LIMIT L RESET (SEE EXISTING PLANS) 32 Computer File Information 0 0 0 O Index of Revisions NS CITY OF FORT COLLINS 281 NORTH COLLEGE AVENUE FORT COLLINS, CO 80522 FAX: 970-221 2 637805 Creation Date: 10/08/01 Initials: ZV Last Modification Date: 03/27/03 Initials: JGF Full Path: K:\00230\ACAD\SHEET Drawing File Name: S0023OSSS13.DWG „ , Acad Ver. 20001 Scale: 1 =40 Units: ENGLISH �nr As Constructed No Revisions: COLORADO DEPARTMENT OF TRANSPORTATION 2207 E. HWY. 402 Revised: LOVELAND, CO 80537 Phone: 970-667-4670 FAX: 970-669-0289 Void: Re4ion 4 DMM/PJG FORMER POWER PLANT J L Z � r NORTH COLLEGE AVENUE/ RIVERSIDE AVENUE IMPROVEMENTS PROPOSED SIGNING & STRIPING Designer: MRH Detailer: ZV 0 Ln N J 'k, FELSBURG HOLT & ULLEV IG Project No./Code AQC 2873-117 STA 0142-039 13614 & 14148 Sheet Subset: SSS Subset Sheets: SS-12 of 181 Sheet Number 159 C -1 280 9 w C-1 280 V e. t 0^ L J rn� V , N SPEED LIMIT ZZ EXISTING TO REMAIN & S § EXISTING TO REMAIN m a a ;_„ 41 - ( �s�.a_a a��,.+N�a,t��-.a� '► .w-ae�_ e6-we_ a��_`-.�_ ,0'lVHITE CHANNELIZING LINE t , Y - LLj� �4" WHITE LANE LINE WHITE EDGE LINE U Q Computer Creation Date: Last Modification Date: Full Path: Drawing File Name: Acad Ver. 2000i File Information 10/08/01 Initials: ZV 03/27/03 Initials: JGF K:\00230\ACAD\SHEET S00230SSS14.DWG Scale: 1 "=40' Units: ENGLISH 4" WHITE LANE EXTENSION LINE LIMIT`? POUDRE PET FEED SUPPLY j EXISTING TO REMAIN LANE ENDS Index of Revisions 6ak City of Nort Collins CITY OF FORT COLLINS 281 NORTH COLLEGE AVENUE FORT COLLINS, CO 80522 Phone: 970-221 —6605 FAX: 970-221 —6378 JIB z � r Scale: 1 "=40' 0 Tj As Constructed 7,7' No Revisions: COLORADO DEPARTMENT OF TRANSPORTATION 2207 F. HWY. 402 Revised: LOVELAND, CO 80537 Phone: 970-667-4670 FAX: 970-669-0289 Void: Region 4 DMM PJG NEW 24 R3-17 NEW 24 R3-16a 112 NORTH COLLEGE AVENUE/ RIVERSIDE AVENUE IMPROVEMENTS PROPOSED SIGNING & STRIPING Designer: MRH Detailer: ZV Sheet Subset: SSS Subset Sheets: FELSBURG e� HOLT & ULLEVIG Project No./Code AQC 2873-117 STA 0142-039 iF*1o1[W: - 1 SS-13 of 181 Sheet Number 160 C -1 280 9 1 V ❑U_❑C�+ N E i� EXISTING TO REMAIN r' t, I STOP !, AHEAD I EXISTING _TO REMAIN —8" WHITE CHANNELIZING LINE i I J L Z � r • 210 40 Scale: -• NOTE: SIGN PANELS SHALL BE MOUNTED A MINIMUM OF 8' ABOVE THE GROUND. Computer File Information Index of Revisions CITY OF FORT COLLINS 281 NOR1H COLLEGE AVENUE PPoor 70— , — 80522 hone:: 970-221 6605 FAX: 970-221 --6378 Creation Date: 10/08/01 Initials: ZV Last Modification Date: 05/16/03 Initials: JGF Full Path: K:\00230\ACAD\SHEET Drawing File Name: S00230SSSl6.DWG Acad Ver. 2000i Scale: 1 "=40' Units: ENGLISH ONLY NEW 24 R3-17 113 T 4i �k T' r 4" DOUBLE YELLOWY -- -- --- :. W, CENTER -4NE c� 1 JJ� COLORADO DEPARTMENT OF TRANSPORTATION 2207 E. HWY. 402 LOVELAND, CO 80537 Phone: 970-667-4670 FAX: 970-669-0289 Reqion 4 DMM/PJG RIGHT LANE I MUST TURN RIGHT l NO i. TOPPING CAN RAILROAD`, TRACKS EXISTING TO REMAIN As Constructed No Revisions: Revised: me ONLY RESET (SEE EXISTING PLANS) 76 NORTH COLLEGE AVENUE/ RIVERSIDE AVENUE IMPROVEMENTS PROPOSED SIGNING & STRIPING Designer: MRH Detailer: ZV FELSBURG HOLT & ULLEV IG Project No./Code AQC 2873-117 STA 0142-039 13614 & 14148 Sheet Subset: SSS Subset Sheets: SS-14 of 181 Sheet Number M C -1 9 WHITE CHANNELIZING LINE 0 JEFFERSON ST. 4" DOUBLE YELLOW CENTERLINE FORMER CARPET WORKS AULT 10 NOTE: SIGN PANELS SHALL BE MOUNTED A MINIMUM OF 8' ABOVE GROUND. i STERLING 103 SALVATION ARMY RESET (SEE EXISTING PLANS) 122 �I E LANE LINE 1S 0 20 40 Scale: 1 "=40' FELSBURG HOLT & ULLEVIG Computer File Information 0------- 0 0 � Index of Revisions "OTI a�, ��� r,>�<<'",>wng COLORADO DEPARTMENT CITY OF FORT COLLINS OF TRANSPORTATION 281 NORTH coLLECL AVENUE 2207 F. HWY. 402 FORT COLLINS, CO 80522 Phone:LOVELA97 CO 80537 Phone: 970-667-467o Phone: 970-221 —6605 FAX: 970-669-0289 FAX: 970-221 —6378 Region 4 DMM PJG As Constructed NORTH COLLEGE AVENUE/ RIVERSIDE AVENUE IMPROVEMENTS PROPOSED SIGNING & STRIPING Project No./Code Creation Date: 10/08/01 Initials: zv No Revisions: _ 117 STA 01842-039 Last Modification Date: 03 27 03 Initials: JGF Full Path: K:\00230\ACAD\SHEET Revised: Designer: MRH g 13614 & 14148 Drawing File Name: S00230SSS17.DWG Detailer: ZV Void: Sheet Number 16Z Acad Ver. 2000i Scale: 1 =40 Units: ENGLISH Sheet Subset: PLAN Subset Sheets: SS-15 of 18 C -1 280 9 1 Up a i -i L 0 20 40 Scale: 1 "=40' ."raait:i�eoti�tescs.. FELSBURG HOLT & ULLEVIG Computer File Information 0 Index of Revisions ai�,ir�«c>m�s CITY OF FORT COLLINS 281 NORTH COLLEGE AVENUE FORT COLLINS, CO 80522 Phone: 970-221 —6605 FAX: 970-221 —6378 or °"'""— " "' COLORADO DEPARTMENT OF TRANSPORTATION 2207 E. HWY- 402 LOVELAND, CO 80537 Phone: 970-667-4670 Region 4 MM FAX: 970-66DMM/ PJG As Constructed NORTH COLLEGE AVENUE/ RIVERSIDE AVENUE IMPROVEMENTS PROPOSED SIGNING & STRIPING Project No./Code Creation Date: 09/25/01 Initials: SYS No Revisions: AQC 2873-117 STA 0142-039 Last Modification Date: 03/27/03 Initials: JGF Full Path: K:\00230\ACAD\SHEET Revised: Designer: MRH 13614 & 14148 Drawing File Name: S00230SSS18.DWG Detailer: SYS Void: Sheet Number 163 Acad Ver. 2000i Scale: 1 "=40' Units: ENGLISH Sheet Subset: SSS Subset Sheets: SS-16 of 18 C -1 280 9 1 v 2' X 10' WRTIE CHANNELIZtNG BAR (TYf' ) OF 01, 4" DOUBLE YELLOW CENTER LINE W H I P BAR 1 i i "I I t6llIl � V F-8" WHITE CHANNELIZING LINE ro EFFERSON ST. 50' 82.5' 82.5' STORAGE REDIRECT TAPER 015:1 REDIRECT TAPER @15:1 88' LANE TAPER ®8:1 I PIO o�IN •Q 0 20 40 FELS13URG Scale: 1 "=40' H O LT & ULLEVIG Computer File Information 0 Index of Revisions 01' at,olFoltC„llms COLORADO DEPARTMENT CITY OF FORT COLLINS OF TRANSPORTATION 2207 E. HWY. 402 281 NORTH COLLEGE AVENUE LOVFLAND, CO 80537 FORT COLLINS, CO 80522 Phone: 970-667-4670 Phone: 970-221 —6605 FAX: 970-669-0289 FAX: 970-221 —6378 Region 4 DMM PJG As Constructed NORTH COLLEGE AVENUE/ RIVERSIDE AVENUE IMPROVEMENTS PROPOSED SIGNING & STRIPING Project No./Code Creation Date: 02/06/03 Initials: JMH No Revisions: _ 117 STA 01142-039 Last Modification Date: 03/27/03 Initials: JGF Full Path: K:\00230\ACAD\SHEET Revised: Designer: MRH g 13614 & 14148 Drawing File Name: S00230SSS15.DWG Detailer: JMH Void: Sheet Number 164 Acad Ver. 2000i Scale: 1 =40 Units: ENGLISH Sheet Subset: PLAN Subset Sheets: SS-17 of 181 C-1 9 I M 4" WHITE LANE LINE 8" WHITE CHANNELIZING LINE 2'X10' WHITE CROSSWALK BAR (TYP.) I 12" WHITE STOP BAR RIVERSIDE AVENUE 0 20 40 PA FELSBURG NOTE: DIMENSIONS ARE TO PANLINE OF CURB —rIHOLT & & GUTTER UNLESS OTHERWISE LABELED. SCALE: 1" 40' ULLEVIG Computer File Information Index of Revisions NORTH COLLEGE AVENUE or As Constructed Project No./Code Creation Date: 03/26/03 Initials: JMH ---�-- RIVERSIDE AVENUE IMPROVEMENTS AQc 2873-117 _� °F°—wIMIiiak NI ��N� II11� No Revisions: PROPOSED SIGNING & STRIPING STA 0142-039 Last Modification Date: 03/27/03 Initials: JGF COLORADO DEPARTMENT CITY OF FORT COLLINS OF TRANSPORTATION Designer: SED 13614 & 14148 Full Path: K:\00230\ACAD\SHEET 0 2207 E. HWY. 402 Revised: 281 NORTH COLLEGE AVENUE LOVELAND, CO 80537 Drawing File Name: S00230SSS27.DWG FORT COLLINS, CO 80522 Phone: 970-667-4670 Detailer: JMH „ O Phone: h n : 97221 21 —6605 FAX: 970-669-0289 Void: Sheet Subset: Subset Sheets: SS-18 Of 18 Sheet Number 165 Acad Ver. 2000i Scale: 1 =40 Units: ENGLISH Region 4 DMM PJG C-1 280 1 E TABULATION OF CURB AND GUTTER, AND MEDIAN COVER MATERIAL LOCATION CURB AND GUTTER TYPE 2 GUTTER TYPE 2 CURB TYPE 2 DRIVE —OVER CURB AND GUTTER MEDIAN COVER MATERIAL (PATTERNED CONCRETE) TRUNCATED DOMES SECTION I—B SECTION II—B SPECIAL 8" VERTICAL 4—FOOT LF 10—FOOT SECTION B SECTION M (SPECIAL) LF LF LF LF LF LF LF LF SF SF NORTH COLLEGE AVENUE PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL STA. 13+88 — STA. 15+47 188 63 277 26 57 48 STA. 15+70 — STA. 20+50 1072 976 1 104 613 128 STA. 21 +04 — STA. 26+37 332 1005 220 JEFFERSON STREET RIVERSIDE AVENUE STA. 105+95 — STA. 107+92 359 TO BE DETERMINED BY THE ENGINEER 200 MULBERRY STREET 141 97 211 CHERRY STREET STA. 201 +88 — STA. 204+06 218 WILLOW STREET STA. 205+45 — STA. 208+24 305 ALLEY ACCESS 140 403 WILLOW BUSINESS ACCESS A CLASSIC TOUCH PARKING 100 TDS—JW BREWER TIRES PARKING 91 SCHRADER'S COUNTRY STORE PARKING 77 JUST OFFICE FURNITURE PARKING 94 J&M PRECISION AUTO PARKING 49 179 POWER PLANT ACCESS 52 PUBLIC PARKING LOT ON JEFFERSON ST. 45 TOTALS: 1,733 1 1 3,268 220 277 140 1 1 101 1 1 491 179 1 1 403 1 1 881 1 176 INFELSBURG HOLT & ULLEVIG Computer File Information 0 Index of Revisions )wll ___, c10,orrolicou„is COLORADO DEPARTMENT OF TRANSPORTATION CITY OF FORT COLLINS 2207 I WY. 4()2 281 NOFZ7H COLLEGE AVENUE LOVELAND, CO 80537 FORT COLLINS, CO 80522 Phone: 970-667-4670 PA2ne�970-221-660� FAX: 970-669-0289 Region 4 DMM PJG As Constructed NORTH COLLEGE AVENUE/ RIVERSIDE AVENUE IMPROVEMENTS TAB OF CURB & GUTTER Project No./Code Creation Date: 11/07/02 Initials: JMH No Revisions: a4C 2873-117 STA 0142-039 Last Modification Date: 11/07/02 Initials: JMH Revised: Designer: MRH g 13614 & 14148 Full Path: K:\00230\ACAD\SHEET Detaller: JMH Drawing File Name: M00230TABO3.dwc Void: Sheet Number 17 Sheet Subset: Subset Sheets: CGT-1 of 1 Acod Ver. 2000i Scale: Units: ENGLISH C-1 280 rl 1 C.2 TABULATION OF STREETSCAPE QUANTITIES LOCATION TREE GRATE CONCRETE PAVEMENT (11 1/2 —INCH) (SPECIAL) CONCRETE PAVEMENT (COLORED & STAMPED) CONCRETE RETAINING WALL CONCRETE SIDEWALK CONCRETE SIDEWALK (COLORED TYPE A) CONCRETE SIDEWALK (COLORED TYPE B) CURB RAMP (TYPE 4) CURB RAMP (SPECIAL) CONCRETE PAVERS SPLASH PLATE EACH SQUARE YARD SQUARE YARD CUBIC YARD SQUARE YARD SQUARE YARD SQUARE YARD EACH EACH SQUARE YARD SQUARE YARDS PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL NORTH COLLEGE AVENUE STA. 13+88.27 — STA. 15+71.17 0 120 60 0 15 0 0 0 3 80 25 STA. 15+71.17 — STA. 20+75.42 13 265 135 0 565 410 760 0 6 70 105 STA. 20+75.42 — STA. 26+50.00 6 150 75 45 770 195 855 3 4 85 90 STA. 26+50.00 — STA. 31 +00.00 0 0 0 0 0 0 0 0 0 0 0 TOTALS: 19 0 535 0 270 0 45 0 1350 0 605 0 1615 0 3 0 13 0 235 0 220 0 TABULATION OF STREETSCAPE QUANTITIES LOCATION MEDIAN DRAINAGE MATERIAL MEDIAN DRAINAGE PIPE SQUARE YARD LINEAR FEET PLAN FINAL PLAN FINAL NORTH COLLEGE AVENUE STA. 13+88.27 — STA. 15+71.17 45 50 STA. 15+71.17 — STA. 20+75.42 250 300 STA. 20+75.42 — STA. 26+50.00 550 250 STA. 26+50.00 — STA. 31 +00.00 0 0 TOTALS: 845 0 600 0 SUMMARY OF CONCRETE SIDEWALK (COLORED) COLOR CONCRETE SIDEWALK (COLORED) SQUARE YARD PLAN FINAL DAVIS SAN DIEGO BUFF (TYPE A) 605 DAVIS FLAGSTONE BROWN (TYPE B) 1615 TOTAL 2220 0 Computer Creation Date: Last Modification Date: Full Path: Drawing File Name: Acad Ver. 2002 File Information Scale: Initials: 6-18-03 Initials: JS P:\OF067.02\CAD\SHEETS LS 100 Units: ENGLISH Index of Revisions CITY OF I OR I COLLINS 281 NORTH COLLEGE AVENUE FORT COLLINS. CO 80522 Phone: 970-221 —6605 FAX: 970-221 —6378 )ul' COLORADO OF CA.RTMENT OF 1 RANSPORTATION 2207 E. HWY. 402 LOVELAND, CO 80537 Phone: 970-667-4670 FAX: 970-669-0289 Region 4 L)MM/PJO As Constructed No Revisions: Revised: Void: RC( M FELSBURG f ri iI' H O LT & ULLEVIG NORTH COLLEGE AVENUE/ RIVERSOE AVENUE IMPROVEMENTS STREETSCAPE TABULATIONS Designer. Detailer: Sheet Subset: JDM/KS JS/JW/KS LS Project No./Code AQC 2873-117 STA 0142-039 13614 & 14148 Subset Sheets: LT — 1 of Sheet Number I C-1 280 9* �1 1 V TABULATION OF RIVERSIDE/MULBERRY RAMPS STATION/LOCATION REMOVAL OF SIDEWALK REMOVAL OF CURB AND GUTTER REMOVAL OF ASPHALT MAT HOT BITUMINOUS PAVEMENT (PATCHING) (ASPHALT) CONCRETE CURB RAMP TRUNCATED DOMES CONCRETE PAVEMENT (6 INCH) CURB & GUTTER TYPE 2 SEC IIB SY LF SY TON SY SF SY LF PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL JEFFERSON STREET/ PINE STREET STA. 109+70 RT. 8 STA.109+95 RT. 8 STA. 1 10+ 10 RT. 8 STA. 110+45 RT. 8 LINDEN STA. 114+60 RT. 8 STA. 114+65 RT. 8 STA. 115+45 RT. 8 STA. 115+50 RT. 8 DRIVEWAY STA. 120+00 21 24 5 2 21 24 STA. 121 +90 33 30 7 3 33 30 RIVERSIDE AVENUE MOUNTAIN STREET STA. 124+75 RT. 8 STA. 125+60 RT. 8 RIVERSIDE AVENUE OAK STREET STA.132+90 RT. 8 STA. 134+00 RT. 8 RIVERSIDE AVENUE/OLIVE STREET STA. 141 +50 RT. 8 RIVERSIDE AVENUE/STOVER STREET STA. 143+80 RT. 6 16 4 2 6 STA. 144+90 RT. 8 RIVERSIDE AVENUE COWAN STREET STA. 151 +50 RT. 8 RIVERSIDE AVENUE/MULBERRY STREET STA. 155+50 RT. 8 STA. 156+90 RT 8 STA. 157+00 RT. 8 STA.157+45 LT 8 STA. 157+60 LT 8 STA. 157+95 LT 8 TOTALS: 60 1 70 16 7 6 168 54 1 1 54 ,, SSipN Ni LNG , pul FELSBURG r4 HOLT & ULLEVIG Computer File Information 0 � 0 0 Index of Revisions Li - 01' nf::�.,,:�_ °" "��' c����,u��>,�c�>`ii��s COLORADO DEPARTMENT CITY OF FORT COLLINS OF TRANSPORTATION 281 NORTH i COLLECL AVENUE LOVEL2207 E. HWY. 402 FORT COLLINS, CO 80522 Phone: ND, - 6 80537 Phone: 970 6-02867o Phone: 970-221 —6605 FAX: 970-669-0289 FAX: 970-221-6378 Region 4 DMM PJG As Constructed NORTH COLLEGE AVENUE/ RIVERSIDE AVENUE IMPROVEMENTS TAB OF RIVERSIDE MULBERRY RAMPS Project No./Code Creation Date: 11/07/02 Initials: JMH No Revisions: SQC TA_ 117 SA 0142-039 Modification Date: 07/11/02 Initials: JMH Full Path: K:\00230\ACAD\SHEET Revised: Desner: MRH g 13614 & 14148 Drawing File Name: M00230TABO4.dwg Detailer. JMH Void: Sheet Number 19 Acad Ver. 2000i Scale: Units: ENGLISH Sheet Subset: Subset Sheets: CR-1 of 1 C-1 280 9 PLAN M STANDARD PAGE NUMBER TITLE NUMBER M-100-1 STANDARD SYMBOLS . . . . . . . . . . . . . . . . . . . . . . . . 1 0 M-203-1 APPROACH ROADS . . . . . . . . . . . . . . . . . . . . . . . . . 2 0 M-203-2 DITCH TYPES . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 0 M-203-10 SUPERELEVATION CROWNED HIGHWAYS . . . . . . . . . . . . . 4 C3 M-203-11 SUPERELEVATION DIVIDED HIGHWAYS SHOULDER PIVOT 5 0 M-203-12 SUPERELEVATION STREETS . . . . . . . . . . . . . . . . . . . . 6 0 M-203-13 SUPERELEVATION DIVIDED HIGHWAYS CENTER PIVOT . . . . . . 7 M M-206-1 EXCAVATION AND BACKFILL FOR STRUCTURES (2 SHEETS) 8-9 0 M-206-2 EXCAVATION AND BACKFILL FOR BRIDGES . . (2 SHEETS) 10-11 N M-208-1 TEMPORARY EROSION CONTROL . . . . . . . . (7 SHEETS) 12-18 0 M-210-1 MAILBOX SUPPORTS . . . . . . . . . . . . . . . (2 SHEETS) 19-20 0 M-214-1 PLANTING DETAILS . . . . . . . . . . . . . . . . . . . . . . . . 21 0 M-412-1 CONCRETE PAVEMENT JOINTS . . . . . . . . . (3 SHEETS) 22-24 0 M-506-1 GABIONS AND SLOPE MATTRESS . . . . . . . . . . . . . . . . . 25 0 M-510-1 STRUCTURAL PLATE CULVERT PIPE H-20 LOADING . . . . . . 26 0 M-601-1 SINGLE CONCRETE BOX CULVERT . . . . . . . (2 SHEETS) 27-28 0 M-601-2 DOUBLE CONCRETE BOX CULVERT . . . . . . . (2 SHEETS) 29-30 0 M-601-3 TRIPLE CONCRETE BOX CULVERT . . . . . . . (2 SHEETS) 31-32 0 M-601-10 HEADWALL FOR PIPE CULVERTS . . . . . . . . . . . . . . . . . 33 0 M-601-11 TYPE "S" SADDLE HEADWALL FOR PIPE CULVERTS . . . . . . 34 0 M-601-12 HEADWALLS AND CULVERT OUTLET PAVING . . . . . . . . . . . 35 0 M-601-20 WINGWALLS FOR PIPE OR BOX CULVERTS . . . . . . . . . . . 36 0 M-603-1 METAL AND PLASTIC CULVERT PIPE . . . . . . (2 SHEETS) 37-38 t M-603-2 REINFORCED CONCRETE PIPE . . . . . . . . . . . . . . . . . . 39 0 M-603-3 PRECAST CONCRETE BOX CULVERT . . . . . . . . . . . . . . . 40 0 M-603-10 CONCRETE AND METAL END SECTIONS . . . . (2 SHEETS) 41-42 M-604-10 INLET, TYPE C . . . . . . . . . . . . . . . . . . . . . . . . . . . 43 0 M-604-11 INLET, TYPE D . . . . . . . . . . . . . . . . . . . . . . . . . . . 44 M-604-12 CURB INLET, TYPE R . . . . . . . . . . . . . . (2 SHEETS) 45-46 0 M-604-13 CONCRETE INLET, TYPE 13 . . . . . . . . . . . . . . . . . . . . 47 M-604-20 MANHOLES . . . . . . . . . . . . . . . . . . . . (3 SHEETS) 48-50 0 M-604-25 VANE GRATE INLET WITH FRAME . . . . . . . . (5 SHEETS) 51-55 AND CONCRETE APRON M-605-1 SUBSURFACE DRAINS . . . . . . . . . . . . . . . . . . . . . . . 56 0 M-606-1 GUARDRAIL, TYPE 3, W—BEAM . . . . . . . . . (15 SHEETS) 57-71 0 M-606-12 GUARDRAIL, TYPE 4, CONCRETE BARRIER . . . (2 SHEETS) 72-73 M-606-13 GUARDRAIL, TYPE 7, F—SHAPE BARRIER . . . (4 SHEETS) 74-77 PLAN M STANDARD PAGE PLAN NUMBER TITLE NUMBER NUMBER 0 M-607-1 WIRE FENCES AND GATES . . . . . . . . . . . (3 SHEETS) 78-80 0 S-612-1 0 M-607-2 CHAIN LINK FENCE . . . . . . . . . . . . . . . (3 SHEETS) 81-83 M S-614-1 0 M-607-3 BARRIER FENCE . . . . . . . . . . . . . . . . . . . . . . . . . 84 0 S-614-2 0 M-607-4 DEER FENCE AND GATES . . . . . . . . . . . . (2 SHEETS) 85-86 0 S-614-3 0 M-607-10 PICKET SNOW FENCE . . . . . . . . . . . . . . . . . . . . . . 87 0 S-614-4 0 M-608-1 CURB RAMPS . . . . . . . . . . . . . . . . . . . . . . . . . . . 88 0 S-614-5 0 M-609-1 CURBS, GUTTERS, AND SIDEWALKS . . . . . . . (2 SHEETS) 89-90 0 M-61 1-1 CATTLE GUARD . . . . . . . . . . . . . . . . . . (2 SHEETS) 91-92 Q S-614-6 0 M-613-1 CONVENTIONAL HIGHWAY LIGHTING . . . . . . . (3 SHEETS) 93-95 0 S-614-10 0 M-613-2 HIGH MAST LIGHTING . . . . . . . . . . . . . . (2 SHEETS) 96-97 O S-614-11 0 M-614-1 RUMBLE STRIPS . . . . . . . . . . . . . . . . . (2 SHEETS) 98-99 0 S-614-12 0 M-615-1 EMBANKMENT PROTECTOR, TYPE 3 . . . . . . . . . . . . . . . 100 0 M-615-2 EMBANKMENT PROTECTOR, TYPE 5 . . . . . . . . . . . . . . . 101 0 S-614-14 0 M-616-1 INVERTED SIPHON . . . . . . _ . . . . . . . . . . . . . . . . . 102 0 S-614-20 0 M-620-1 FIELD LABORATORY, CLASS 1 . . . . . . . . . . . . . . . . . . 103 0 S-614-21 0 M-620-2 FIELD LABORATORY, CLASS 2 . . . . . . . . . . . . . . . . . . 104 0 S-614-22 0 M-620-11 FIELD OFFICE, CLASS 1 . . . . . . . . . . . . . . . . . . . . . 105 0 S-614-40 0 M-620-12 FIELD OFFICE, CLASS 2 . . . . . . . . . . . . . . . . . . . . 106 0 S-614-50 0 M-629-1 SURVEY MONUMENTS . . . . . . . . . . . . . (2 SHEETS) 107-108 M S-627-1 M S-630-1 THE STANDARD PLAN SHEETS INDICATED HEREON BY A MARKED BOX ARE TO BE USED TO CONSTRUCT THIS PROJECT. M S-630-2 M S-630-3 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 ReSPws ��u*�t La —'Ts` To G �005�•iG (�pQ2oPR.Rf'E pO R[Gjs PFaMURG rIHOLT & ULLEVIG Computer File Information Index of Revisions 61 Fhlur As Constructed NORTH COLLEGE AVENUE/ Project No./Code Creation Date: 1 1 /06/02 Initials: JMH I ga EIP I IN RIVERSIDE AVENUE IMPROVEMENTS AQC 2873-117 Last Modification Date: 03/25/03 Initials: ZV c;1, >i r,; 1 c ,u ,'. COLORADO DEPARTMENT No Revisions: STANDARD PLANS LIST STA 0142-039 Full Path: K:\00230\ACAD\SHEET CITY OF FORT COLLINS OF TRANSPORTATION Des her: MRH 2207 E. Nwr. 402 Revised: g 13614 & 14148 281 N0k1 H AVENUE LOVELAND, CC 80537 Drawing File Name: MD023DSPL01.dwg O FORT COLLINS, CO 80522 Phone: 970-667-4670 Detailer: JMH Phone: 970-221 —6605 FAX: 970-669-0289 Sheet Number Z Acad Ver. 2000i Scale: Units: ENGLISH FAX: 970-221 —6378 Region 4 DMM PJG Void: Sheet Subset: Subset Sheets: SP-1 of 1 C-1 280 9 IN TABULATION OF STORM DRAIN SYSTEM NOTE NO. LOCATION INLET EACH MANHOLE SLAB BASE 1 t MANHOLE BOX BASE €1 .. = w ,g, ELEVATIONS PIPE SEWER > - a_ C w x ;,a `O "" o J -1 w J Z o O > O w J D U J c) o rr- z a rh Z� O Q z z w a a w FOR INFO. ONLY 131 NOTES INVERT ELEVATIONS o REINFORCED CONCRETE PIPE €3j Q a Z bi Y m � w o a Q U x w w Of � N J U J a m Q c' 1--- N TYPE C€1} R R 16 EACH L5 L10 EACH EACH EACH CL III CL V 12 H (PAY) H (PAY) H (PAY) H (PAY) H (PAY) H (PAY) LF LF NORTH COLLEGE AVE. 10' 5' 10' 5' 5' 10' 5' 10' 15' 5' 10' LF RIM €2} INVERT LOWER UPPER 15" 18" 24" 30" 36" 42" 24" 36" LF EA EA EA LF CY CY CY Al 301 +92.30, 1.0' LT. 3.27 4976.17 4972.90 1 MODIFY EXISTING INLET A2 4972.60 4972.90 0.611 49.1 38 74 26 €131 ENCASE RCP JOINTS A3 301 +14.94, 2.0' LT. 1 6.19 4976.34 4970.15 (DOUBLE) (SEE DD-2) A4 4969.75 4970.15 0.577 69.3 54 108 40 1 13t ENCASE RCP JOINTS A5 41 1 +13.08, 2.0' RT. 1 3.76 4974.41 4970.65 A6 4970.20 4970.65 0.543 82.8 35 71 31 A7 401 +42.70, 2.0' RT. 1 4.86 4974.86 4970.00 A8 4969.70 4970.00 0.549 54.6 29 64 26 A9 15+01.93, 28.5' RT. 1 5.55 4975.10 4969.55 34.5 SEE DR-1 & IRRIGATION PLAN A10 4968.85 4969.55 0.528 132.5 75 223 95 B1 310+46.94, 1.0' LT. 4.35 4974.35 4970.00 1 MODIFY EXISTING INLET B2 4969.80 4970.00 0.563 35.5 22 43 16 B3 311+10.59, 26.0' LT. 1 4.63 4974.23 4969.60 (SINGLE) (SEE DD-3) B4 4969.50 4969.60 0.478 20.9 14 27 10 13� ENCASE RCP JOINTS B5 31 1 +04.07, 2.0' LT. 1 5.12 4974.42 4969.30 86 4968.95 4969.30 6541 64.7 40 87 35 €13t ENCASE RCP JOINTS B7 412+53.84, 2.0' RT. 1 3.48 4974.28 4970.80 B8 4970.55 4970.80 0.521 48.0 26 53 21 B9 16+38.34, 30.7' RT. 1 5.87 4974.62 4968.75 1 22.5 SEE DR-1 & IRRIGATION PLAN B10 4967.40 4968.75 0.514 198.9 64.0 207 497 186 B11 19+09.49, 34.5' RT. 1 7.05 4974.35 4967.30 B12 4966.50 4967.30 0.532 150.5 115 317 123 13� ENCASE RCP JOINTS B13 20+66.78, 37.0' RT. 1 7.05 4973.45 4966.40 58.5 SEE DR-2 & IRRIGATION PLAN B14 4965.60 4966.40 Q.526 152.0 93 298 124 €13j ENCASE RCP JOINTS B15 512+31.50, 20.5' RT. 1 6.02 4971.52 4965.50 B16 4964.90 4965.50 0.625 1 96.0 47 230 100 1131 ENCASE RCP JOINTS B 17 513+34.26, 14.1 ' RT. 1 4.60 4969.40 4964.80 B18 4964.70 4964.80 Q.769 13.0 8 36 16 €131 ENCASE RCP JOINTS B19 513+35.61, 2.0' LT. 1 4.43 4969.03 4964.60 B20 4964.20 4964.60 0.465 86.1 25 190 90 €13� ENCASE RCP JOINTS B21 N=195138.8142 MODIFY EXIST. MANHOLE E=132889.8651 BB1 412+53.84, 12.9' RT. 1 4.25 4974.40 14971.25 (SINGLE) (SEE DD-3) BB2 4971.00 4971.25 3.731 6.7 5 10 4 SHEET TOTALS 0 3 1 1 2 1 0 3 0 1 2 82.8 111.1 168.4 69.3 331.4 302.5 0.0 64.0 195.1 0 2 0 115.5 833 2328 943 NOTES: €1 } STATION AND OFFSET DISTANCES ARE TO THE CENTER OF THE STRUCTURE. €91 TABULATION OF STORM DRAIN SYSTEM QUANTITIES HAVE BEEN CARRIED FORWARD TO THE SUMMARY OF APPROXIMATE QUANTITIES SHEETS. f 2j RIM ELEVATIONS AND OFFSETS SHALL BE VERIFIED PRIOR TO CONSTRUCTION. €101 ALL UTILITY LOCATIONS SHOWN ON THESE PLANS ARE APPROXIMATE AND THE CONTRACTOR SHALL VERIFY THEIR LOCATIONS €31 ALL EXCAVATION, BEDDING, BACKFILL, COMPACTION, JOINT ENCASEMENTS AND OTHER INCIDENTAL ITEMS REQUIRED PRIOR TO THE BEGINNING OF CONSTRUCTION. aPpo aEC l TO INSTALL INLETS, MANHOLES, PIPE, END SECTIONS AND RIPRAP SHALL BE INCLUDED IN THE COST OF THE ITEM. €1 1 i; WHERE CULVERTS OR SEWERS ARE TO BE LEFT IN PLACE AND PLUGGED, THE ENTIRE CULVERT SHALL BE FILLED WITH €41 THE STATION POINT FOR INLET TYPE R IN A SUMP CONDITION IS GIVEN TO THE MIDPOINT OF THE STRUCTURE. THE OFFSET IS FLOW FILL. EXCAVATION AND EXTRA WORK REQUIRED SHALL BE INCLUDED IN PLUG CULVERT EACH. 29117 GIVEN TO THE CURB FLOW LINE, AND THE RIM IS GIVEN TO THE TOP OF CURB. 1121 24 INCH AND 36 INCH REINFORCED CONCRETE PIPE (JACKED) WILL BE MEASURED BY THE LINEAR FOOT COMPLETE IN PLACE AND taa6- 51 PIPE LENGTHS ARE APPROXIMATE. THE STATION/OFFSET OF STRUCTURES THAT CONNECT PIPE SEGMENTS SHALL GOVERN. ACCEPTED. STRUCTURE EXCAVATION, STRUCTURE BACKFILL, GROUT MATERIALS, AND GROUTING OPERATION FOR JACKED PIPE WILL NOT 61 CONTRACTOR SHALL VERIFY EXISTING PIPE SIZES AND ADJUST PROPOSED PIPE EXTENSIONS IF REQUIRED. BE MEASURED AND PAID FOR SEPARATELY BUT SHALL BE INCLUDED IN THE WORK. 7} SEE SHEET DD-3 FOR RIPRAP LAYOUT AND DETAILS.13j STORM SEWERS SHALL HAVE ALL THE JOINTS ENCASED FOR 10 FEET ON EACH SIDE OF UTILITY CROSSINGS. IF A STORM SEWER IS 81 MODIFICATION OF ANY INLET OR MANHOLE SHALL CONSIST OF CORING OR SAWING INTO AN EXISTING INLET OR MANHOLE TO ALLOW LAID LESS THAN 10 FEET HORIZONTALLY FROM A WATER MAIN, THESE REQUIREMENTS SHALL ALSO APPLY. ENCASEMENTS SHALL CONSIS FELSBURG FOR A NEW PIPE CONNECTION. JACK HAMMERING SHALL NOT BE ALLOWED. ALL GROUT, WATER STOP MATERIAL, EXCAVATION AND OF A REINFORCED CONCRETE COLLAR 6 INCHES THICK AND EXTENDED 12 INCHES ON EITHER SIDE OF THE JOINT. THE MINIMUM ^� EXTRA WORK REQUIRED TO MODIFY OTHER PAY ITEMS SHALL BE INCLUDED IN THE COST OF MODIFY INLET/MANHOLE. REINFORCEMENT SHALL BE #4 BARS, CONTINUOUS, PLACED AT EACH CORNER OF THE SECTION TIED WITH #3 BARS AT 3 FOOT CENTERS.H O LT & ( ULLEVIG ENCASED RCP JOINTS SHALL BE INCLUDED IN THE COST OF THE PIPE. Computer File Information � 0 Index of Revisions of _ �;�,,;,;,.,,,�E„�;,s COLORADO DEPARTMENT CITY OF FORT COLLINS OF TRANSPORTATION 2207 E. HWY. 402 281 NORTH CO[IEGE AVENUE LOVELAND, CO 80537 FORT COLL-INS, CO 80522 Phone: 970-667-4670 Phone: 970-221 -6605 FAX: 970-669- 0289 FAX: 970-221 -6378 Region 4 DMM PJG As Constructed NORTH COLLEGE AVENUE/ RIVERSIDE AVENUE IMPROVEMENTS TABULATION OF STORM DRAIN SYSTEM Project No./Code Creation Date: 03/07/03 Initials: CDT No Revisions: QC _ STA 0142-039 Last Modification Date: 03/10/03 Initials: CDT Full Path: K:\00230\ACAD\SHEET Revised: Designer: ELL/CDT 13614 & 14148 Drawing File Name: D0023OTABO2a.DWG Detailer: CDT Void: Sheet Number 20 Acad Ver. 20001 Scale: Units: ENGLISH Sheet Subset: TABS Subset Sheets: DT-1 of 2 C 4 280 9 S N 8 TABULATION OF STORM DRAIN SYSTEM NOTE N0. LOCATION INLET EACH MANHOLE SLAB BASE €1 MANHOLE BOX BASE 1 w w w ELEVATIONS PIPE SEWER > - J 0 � w x 'n J U 0 J Cl- J o p :2 Q w J � -1a U o Q o' w Z a s IIr Z w Z z w � o= FOR INFO. ONLY 13J NOTES INVERT ELEVATIONS o REINFORCED CONCRETE PIPE €3} ~ W :2 Y m w z o x w w of : 1--1--- cn J U J J Q m Q of OfEACH cn TYPE CpI R R 16 L5 L10 EACH EACH EACH CL III CL V 121 H (PAY) H (PAY) H (PAY) H (PAY) H (PAY) H (PAY) LF LF NORTH COLLEGE AVE. 10' 5' 10' 5' 5' 10' 5' 10' 15' 5' 10' LF RIM €21 INVERT LOWER UPPER 15" 18" 24" 30" 36" 42" 24" 36" LF EA EA EA LF CY CY CY C1 18+85.07, 123.5' LT. 1 5.80 4974.45 4968.65 CLOSED MESH GRATE C2 4968.20 4968.65 0.538 83.7 61 107 36 €13� ENCASE RCP JOINTS C3 313+77.99, 2.0' LT. 1 6.73 4974.73 4968.00 C4 4967.50 4968.00 0.725 1.5 67.5 52 90 30 D1 502+13.69, 2.0' LT. 1 3.78 4974.48 4970.70 D2 4970.35 4970.70 0.500 70.0 35 74 31 J13ENCASE RCP JOINTS D3 204+00.61, 34.4' RT. 1 4.43 4973.83 4969.40 D4 4969.35 4969.40 0.485 10.3 6 13 6 D5 315+34.86, 2.0' LT. 1 1 1 5.00 4974.15 4969.15 D6 14968.75 4969.15 0.543 73.6 42 77 28 €131 ENCASE RCP JOINTS D7 314+46.42, 5.5' LT. 1 6.54 4975.09 4968.55 D8 4968.20 4968.55 0.561 62.4 57 97 32 E1 320+72.74, 2.0' LT. 1 1 1 5.74 4973.34 4967.60 E2 4967.20 4967.60 0.532 75.2 128 209 64 1131 ENCASE RCP JOINTS F1 16+94.49, 2.0' RT. 1 2.65 4972.65 4970.00 (SINGLE) (SEE DD-3) F2 4969.86 4970.00 0.504 27.8 11 25 12 G1 421 +13.10, 2.0' RT. 1 4.62 4973.52 4968.90 (SINGLE) (SEE DD-3) G2 4967.65 4968.90 0.532 131.6 101 172 57 G3 21 +50.00, 28.5' RT. 1 7.05 4973.95 4966.90 22.0 SEE DR-2 & IRRIGATION PLAN G4 1 1 1 4966.50 4966.90 0.518 77.2 1 60 103 34 � 13J ENCASE RCP JOINTS 27+50 1 1 1 1 28+25 1 6 SEE SHEET DR-5 15+50 3 16+25 3 16+50 1 20+00 1 20+50 2 20+75 1 21 +00 3 RIVERSIDE/MULBERRY 2 1 1 1 65.2 1 92.6 1 1 (SINGLE) & (DOUBLE) SHEET TOTALS 1 2 2 0 4 0 1 2 1 0 0 27.8 565.5 85.2 0 92.6 0 67.5 0 0 14 1 8 22.0 553 967 330 (SEE DD-2,3) SHEET DT-1 TOTALS 0 3 1 1 2 1 0 3 0 1 2 82.8 111.1 168.4 69.3 331.4 302.5 0.0 64.0 195.1 0 2 0 115.5 833 2328 943 PROJECT TOTALS 1 5 1 3 1 1 1 6 1 1 1 5 1 1 1 1 2 110.6 676.6 253.6 69.3 424.0 302.5 1 67.5 64.0 195.1 14 1 3 1 8 1137.511386, 3295 1273 NOTES: € 1 J STATION AND OFFSET DISTANCES ARE TO THE CENTER OF THE STRUCTURE. €2J RIM ELEVATIONS AND OFFSETS SHALL BE VERIFIED PRIOR TO CONSTRUCTION. €31 ALL EXCAVATION, BEDDING, BACKFILL, COMPACTION, JOINT ENCASEMENTS AND OTHER INCIDENTAL ITEMS REQUIRED TO INSTALL INLETS, MANHOLES, PIPE, END SECTIONS AND RIPRAP SHALL BE INCLUDED IN THE COST OF THE ITEM. €41 THE STATION POINT FOR INLET TYPE R IN A SUMP CONDITION IS GIVEN TO THE MIDPOINT OF THE STRUCTURE. THE OFFSET IS GIVEN TO THE CURB FLOW LINE, AND THE RIM IS GIVEN TO THE TOP OF CURB. €51 PIPE LENGTHS ARE APPROXIMATE. THE STATION/OFFSET OF STRUCTURES THAT CONNECT PIPE SEGMENTS SHALL GOVERN. 161 17� €8� CONTRACTOR SHALL VERIFY EXISTING PIPE SIZES AND ADJUST PROPOSED PIPE EXTENSIONS IF REQUIRED. {9� TABULATION OF STORM DRAIN SYSTEM QUANTITIES HAVE BEEN CARRIED FORWARD TO THE SUMMARY OF APPROXIMATE QUANTITIES SHEETS. €10i ALL UTILITY LOCATIONS SHOWN ON THESE PLANS ARE APPROXIMATE AND THE CONTRACTOR SHALL VERIFY THEIR LOCATIONS PRIOR TO THE BEGINNING OF CONSTRUCTION. €1 1 s WHERE CULVERTS OR SEWERS ARE TO BE LEFT IN PLACE AND PLUGGED, THE ENTIRE CULVERT SHALL BE FILLED WITH FLOW FILL. EXCAVATION AND EXTRA WORK REQUIRED SHALL BE INCLUDED IN PLUG CULVERT EACH. €121 24 INCH AND 36 INCH REINFORCED CONCRETE PIPE (JACKED) WILL BE MEASURED BY THE LINEAR FOOT COMPLETE IN PLACE AND ACCEPTED. STRUCTURE EXCAVATION, STRUCTURE BACKFILL, GROUT MATERIALS, AND GROUTING OPERATION FOR JACKED PIPE WILL NOT BE MEASURED AND PAID FOR SEPARATELY BUT SHALL BE INCLUDED IN THE WORK. SEE SHEET DD-3 FOR RIPRAP LAYOUT AND DETAILS. €131 MODIFICATION OF ANY INLET OR MANHOLE SHALL CONSIST OF CORING OR SAWING INTO AN EXISTING INLET OR MANHOLE TO ALLOW FOR A NEW PIPE CONNECTION. JACK HAMMERING SHALL NOT BE ALLOWED. ALL GROUT, WATER STOP MATERIAL, EXCAVATION AND EXTRA WORK REQUIRED TO MODIFY OTHER PAY ITEMS SHALL BE INCLUDED IN THE COST OF MODIFY INLET/MANHOLE. Computer File Information Creation Date: 03/07/03 Initials: CDT I Last Modification Date: 03/10/03 Initials: CDT I Full Path: K:\00230\ACAD\SHEET Drawing File Name: D00230TABO 1 a. DWG Acad Ver. 2000i Scale: Units: ENGLISH Index of Revisions 29117 17- zwk3 -, STORM SEWERS SHALL HAVE ALL THE JOINTS ENCASED FOR 10 FEET ON EACH SIDE OF UTILITY CROSSINGS. IF A STORM SEWER IS LAID LESS THAN 10 FEET HORIZONTALLY FROM A WATER MAIN, THESE REQUIREMENTS SHALL ALSO APPLY. ENCASEMENTS SHALL CONSIST FELSBURG OF A REINFORCED CONCRETE COLLAR 6 INCHES THICK AND EXTENDED 12 INCHES ON EITHER SIDE OF THE JOINT. THE MINIMUM I & REINFORCEMENT SHALL BE #4 BARS, CONTINUOUS, PLACED AT EACH CORNER OF THE SECTION TIED WITH #3 BARS AT 3 FOOT CENTERS. rHOLT ULLEVIG ENCASED RCP JOINTS SHALL BE INCLUDED IN THE COST OF THE PIPE. 9& Cih of Fort l'olhns CITY OF FORT COLLINS 281 NOIP7H COLLEGE AVENUE FORT COLLINS, CO 80522 Phone: 970-221 -6605 FAX: 970-221 -6378 As Constructed DEPI N No Revisions: COLORADO DEPARTMENT OF TRANSPORTATION 2207 E . HWY. 402 Revised: LOVELAND, CO 80537 Phone: 970-667-4670 FAX: 970-669-0289 Void: Region 4 DMM PJG NORTH COLLEGE AVENUE/ RIVERSIDE AVENUE IMPROVEMENTS TABULATION OF STORM DRAIN SYSTEM Designer: ELL\CDT Detailer: CDT Project No./Code AQC 2873-117 STA 0142-039 13614 & 14148 Sheet Subset: TABS I Subset Sheets: DT-2 of 21 Sheet Number ZI c -1 280 to 1 V TABULATION OF IRRIGATION QUANTITIES LOCATION 1 INCH PLASTIC PIPE 1 1 /4 INCH PLASTIC PIPE 1 1 /2 INCH PLASTIC PIPE 2 INCH PLASTIC PIPE 4 INCH PLASTIC PIPE IRRIGATION BUBBLER 12 INCH POP—UP SPRAY SPINKLER 1 INCH BACKFLOW PREVENTOR 1 INCH AUTOMATIC CONTROL VALVE LINEAR FEET LINEAR FEET LINEAR FEET LINEAR FEET LINEAR FEET EACH EACH EACH EACH PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL NORTH COLLEGE AVENUE STA. 13+88.27 — STA. 15+71.17 223 12 8 126 13 1 STA. 15+71.17 — STA. 20+75.42 1832 36 1251 264 33 110 1 7 STA. 20+75.42 — STA. 26+50.00 2046 864 390 6 231 1 12 STA. 26+50.00 — STA. 31 +00.00 TOTALS: 4101 1 1 48 8 1 2241 1 654 39 1 354 2 1 20 TABULATION OF IRRIGATION QUANTITIES LOCATION 1 INCH QUICK COUPLER VALVE 2 INCH GATE VALVE 12 STATION AUTOMATIC CONTROLLER 16 STATION AUTOMATIC CONTROLLER CONTROL WIRE 24 VOLT BORING UNDER RAILROAD BORING UNDER ROAD EACH EACH EACH EACH LINEAR FEET LINEAR FEET LINEAR FEET PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL NORTH COLLEGE AVENUE STA. 13+88.27 — STA. 15+71.17 1 STA. 15+71.17 — STA. 20+75.42 3 1 1 2245 48 STA. 20+75.42 — STA. 26+50.00 4 2 1 4320 20 80 STA. 26+50.00 — STA. 31 +00.00 TOTALS: 8 3 1 1 6565 68 1 80 FELSBURG HOLT & ULLEVIG Computer File Information Index of Revisions or As Constructed NORTH COLLEGE AVENUE/ Project No./Code Creation Date: Initials: RIVERSIDE AVENUE IMPROVEMENTS AQC _ 117 Last Modification Date: 6-18-03 Initials: JK � ���� °� r.� ���=�������� COLORADO DEPARTMENT No Revisions: IRRIGATON TABULATIONS STA 01842-039 OF TRANSPORTATION Designer: JHK Full Path: P:\OF067.02\CAD\SHEETS CITY OF FORT COLLINS 281 NORTH COLLEGE AVENUE LOVELA2207 E. HWY. 402 Revised: 13614 & 14148 FORT COLLINS, CO 80522 Phone: 97 —6 80537 Drawing File Name: IT100 O Phone: 970-667-4670 Detailer: JHK Phone: 970-221 —6605 FAX: 970-669-0289 k I Acad Ver. 2002 Scale: Units: ENGLISH O FAX: 970-221 —6378 Region 4 DMM PJG Void: Sheet Subset: IT Subset Sheets: IT — 1 of 1 Sheet Number 22 C-1 280 9 TABULATION OF LANDSCAPE QUANTITIES LOCATION REMOVAL OF TREE TOPSOIL MULCHING (WOOD CHIP) LANDSCAPE BOULDER (SPECIAL) 12x12x12 LANDSCAPE BOULDER (SPECIAL) 180808 LANDSCAPE BOULDER (SPECIAL) z4x24x24 LANDSCAPE MAINTENANCE EACH CUBIC YARD CUBIC FOOT EACH EACH EACH LUMP SUM PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL NORTH COLLEGE AVENUE STA. 13+88.27 — STA. 15+71.17 4 16 98 0 0 0 1 STA. 15+71.17 — STA. 20+75.42 18 152 1395 16 33 16 1 STA. 20+75.42 — STA. 26+50.00 4 1 300 2826 31 63 31 1 STA. 26+50.00 — STA. 31 +00.00 0 0 0 0 0 0 0 TOTALS: 26 1 468 4319 1 1 47 1 1 96 47 1 11 L`1J NOTE: SEE STORMWATER MANAGEMENT PLAN FOR ADDITIONAL QUANITIES. FOR AREAS FINE GRADED OUTSIDE SIDEWALKS. TABULATION OF LANDSCAPE QUANTITIES LOCATION DECIDUOUS TREE (2.5 In C) DECIDUOUS TREE (3 In C) DECIDUOUS TREE (3.5 In C) DECIDUOUS SHRUB (5 gal) EVERGREEN SHRUB (5 gal) PERENNIALS (1 gal) TRANSPLANT TREE (3-6 Inch) EACH EACH EACH EACH EACH EACH EACH PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL NORTH COLLEGE AVENUE STA. 13+88.27 — STA. 15+71.17 3 0 0 0 9 0 0 STA. 15+71.17 — STA. 20+75.42 7 3 13 14 129 0 2 STA. 20+75.42 — STA. 26+50.00 6 7 6 89 239 41 2 STA. 26+50.00 — STA. 31 +00.00 0 0 0 0 0 0 0 TOTALS: 1 16 10 1 1 19 103 377 41 1 4 NOTE: 1Q LANDSCAPE MAINTENENCE TO BE LUMP SUM FOR ENTIRE PROJECT. Computer File Information � Index of Revisions CITY OF F O F r- O L L i N S 281 NORTH COLLEGE AVENUE FORT COLLINS, CO 80522 Phone: 970-221-6605 FAX: 970-221-6378 Creation Date: Initials: Last Modification Date: 6-18-03 Initials: JS Full Path: P:\OF067.02\CAD\SHEETS Drawing File Name: LP100 Acad Ver. 2002 Scale: Units: ENGLISH u 1' D11 COLORADC L)E PARTMENT OF TRANSF'ORTA1ION 2207 E. HWY. 402 LOVELAND, CO 80537 Phone: 970-667-4670 FAX: 970-669-0289 Region 4 UMM; PJG As Constructed No Revisions: Revised: Void: NORTH COLLEGE AVENUE/ RIVERSIDE AVENUE IMPROVEMENTS LANDSCAPE TABULATIONS Designer. Detailer. Sheet Subset: JDM JS/JW/KS PT Subset Sheets: FELSBURG HOLT & ULLEVIG Project No./Code AQC 2873-117 STA 0142-039 13614 do 14148 PT — 1 of 11 Sheet Number 23 LS C -1 280 9 V TABULATION OF LIGHTING (BY CITY OF FORT COLLINS UTILITIES) LIGHT LIGHT 2 INCH LIGHT LIGHT STATION/LOCATION STANDARD METAL (30 FOOT) STANDARD FOUNDATION ELECTRICAL CONDUIT WIRING STANDARD STANDARD REMOVED RESET REMARKS EACH EACH LIN. FT. LUMP SUM EACH EACH PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN I FINAL PLAN FINAL JEFFERSON ST (WB) 105+46 (RT.) 1 CHERRY ST EB 203+65 (RT.) 1 200+01 (RT.) 1 200+01 TO 200+11 10 TO BE RESET 200+11 (RT.) 1 NORTH COLLEGE AVE. NB 13+90 (MEDIAN) 16+18 (LT.) 1 TEMPORARY RESET 1 16+35 (MEDIAN) 1 16+18 TO 17+04 173 17+04 (MEDIAN) 1 1 17+48 (RT.) 1 17+73 (LT.) 1 17+04 TO 18+19 121 18+19 (MEDIAN) 1 1 18+87 (LT.) 1 19+18 RT. 1 21 +25 TO 19+59 271 19+59 (MEDIAN) 1 1 19+72 (LT.) 1 21 +25 (RT.) 1 21+25 TO 22+50 204 22+50 (MEDIAN) 1 1 22+50 TO 23+70 124 23+70 (MEDIAN) 1 1 25+02 (RT.) 1 TO BE RESET 25+02 TO 24+73 36 24+73 RT. 1 1 24+90 (LT.) 1 TO BE RESET 24+90 TO 24+83 20 24+83 (LT.) 1 1 TOTAL 5 7 1 949 1 1 1 13 4 TABULATION OF LIGHTING QUANTITIES (BY ELECTRICAL CONTRACTOR) STATION/LOCATION LIGHTING CONTROL CENTER LIGHT STANDARD AND LUMINAIRE DECORATIVE LIGHTING STANDARD FOUNDATION 2 INCH ELECTRICAL CONDUIT WIRING EACH EACH EACH LIN. FT. LUMP SUM PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL NORTH COLLEGE AVE. S. OF R.R. TRACKS) 19+86 WEST SIDE 1 19+86 TO 19+72 36 19+72 WEST SIDE 1 1 19+72 TO 19+28 51 19+28 (WEST SIDE) 1 1 19+28 TO 18+36 100 18+36 WEST SIDE 1 1 18+36 TO 17+92 51 17+92 WEST SIDE 1 1 17+92 TO 17+04 96 17+04 WEST SIDE 1 1 17+04 TO 16+59 51 16+59 WEST SIDE 1 1 16+59 TO 16+83 221 16+83 EAST SIDE 1 1 16+83 TO 17+28 51 17+28 EAST SIDE 1 1 17+28 TO 17+74 51 17+74 EAST SIDE 1 1 Computer File Information Index of Revisions Creation Date: 12/20/02 Initials: HFR Last Modification Date: 06/16/03 Initials: HFR cttyoflortc:oll'ins Full Path: K O CITY OF FORT COLLINS 281 NORTH COLLEGE AVENUE Drawing File Name: Electrical.dwg O PORT COLLINS, CO 80522 Phone: 970-221 —6605 Acod Ver. 2000i Scale: AS SHOWN Units: ENGLISH FAX: 970-221-6378 TABULATION OF LIGHTING QUANTITIES (BY ELECTRICAL CONTRAM)R) — rnNTINI im STATION/LOCATION LIGHTING CONTROL CENTER LIGHT STANDARD AND LUMINAIRE DECORATIVE LIGHTING STANDARD FOUNDATION 2 INCH ELECTRICAL CONDUIT WIRING EACH EACH EACH LIN. FT. LUMP SUM PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL NORTH COLLEGE AVE. BETWEEN R.R. TRACKS 21 +30 EAST SIDE 1 21+30 TO 21+68 100 21 +68 EAST SIDE 1 1 21+68 TO 22+13 50 22+13 EAST SIDE 1 1 22+13 TO 22+67 51 22+67 (EAST SIDE) 1 1 22+67 TO 24+15 169 24+15 (EAST SIDE) 1 1 24+15 TO 24+51 46 24+51 EAST SIDE 1 1 21+30 TO 19+40 249 19+40 (EAST SIDE) 1 1 19+40 TO 18+52 96 18+52 (EAST SIDE) 1 1 18+52 TO 18+13 46 18+13 (EAST SIDE) 1 1 21 +30 TO 21 +64 213 21 +64 (WEST SIDE) 1 1 21+64 TO 22+09 51 22+09 (WEST SIDE) 1 1 22+09 TO 22+50 51 22+50 (WEST SIDE) 1 1 22+50 TO 22+95 22+95 (WEST SIDE) 1 1 51 22+95 TO 23+38 51 23+38 WEST SIDE 1 1 NORTH COLLEGE AVE. (N. OF R.R. TRACKS) 25+90 EAST SIDE 1 25+90 TO 25+56 42 25+56 EAST SIDE 1 1 25+56 TO 25+11 51 25+11 (EAST SIDE) 1 1 NORTH COLLEGE AVE. N. OF N. R.R. TRACKS 23+93 WEST SIDE 1 23+93 TO 23+69 36 23+69 WEST SIDE 1 1 23+69 TO 24+12 46 24+12 (WEST SIDE) 1 1 24+12 TO 24+53 51 24+53 WEST SIDE 1 1 24+53 TO 25+06 58 25+06 WEST SIDE 1 1 25+06 TO 25+51 51 25+51 WEST SIDE 1 1 TOTAL 1 4 1 1 29 1 29 +2267 1 TABULATION OF ELECTRICAL —IRRIGATION CONTROL (BY ELECTRICAL CONTRACTOR) STATION/LOCATION 1 INCH ELECTRICAL CONDUIT WIRING LIN. FT. LUMP SUM PLAN FINAL PLAN FINAL NORTH COLLEGE AVE. NB 17+84 (RT.) TO 19+86 (LT.) 670 24+15 (RT.) TO 21+30 (RT.) 345 TOTAL 1015 1 As Constructed NE141 "" ' i 111 1 1 IN No Revisions: COLORADO DEPARTMENT OF TRANSPORTATION 2207 F. HWY. 402 Revised: LOVEL-AND, CO 80537 PI -gone: 970-667- 4670 FAX: 970-669-0289 Vold: Region 4 DMM/PJG ackerman engineering, inc. 17542 West 59th Avenue, Suite A Golden, CO 80403 303-278-7297 NORTH COLLEGE AVENUE/ RIVERSIDE AVENUE IMPROVEMENTS ELECTRICAL TABULATION Designer: HFR Detailer: HFR Sheet Subset: ELEC Subset Sheets: TE1 of 1 P8.21-03 FELSBURG r4HOLT & ULLEVIG Project No./Code AQC 2873-117 STA 0142-039 13614 & 14148 Sheet Number 24 C,a1 280 17,900 w w L7 w J D_ Lr) Lr) N N O 0 o \ P0u7o N � Itu) JIB 25/20/35 290/735/630 - 70/65/55 20/10/15 600/630/685 365/210/255 �1r ooLn \\N (DDNO \,� Ln M rn w w w O U o LO u7 r r-un— o\ C\2 O 0 u7 O) �CDN OOn t L 65/110/75 400/855/790 20/20/25 245/230/125 �— 800/775/870 25/30/30 sir � o0 00W) ,-.t, NORTH COLLEGE AVENUE 26,000 EXISTING TRAFFIC VOLUMES 27,000 */ */10� 550/1215/980 45/70/40 w 0 w Z LEGEND XXXX = DAILY TRAFFIC VOLUME XX/XX/XX = WEEKDAY AM / WEEKDAY PM/ SATURDAY MIDDAY TRAFFIC VOLUMES * = LESS THAN 5 VEHICLES PER HOUR L—*/*/* f 905/960/980 F-120/120/90 � t F u7 # O co# o (D\0 LO co 29,050 w wLd O w LO O U) Lo � C\ w LO or_'"q J w w = < O U 0 0 co o o �I 'n \o 000 0 �, � o O o o o 30/30/40 810/1245/1350 (0 " t o o C4 11 215 305 165 \ 485/540/655 _ / / \\ 0 27, 700 11 L f 1 1 15/1630/1830 0 LO \ �J 1 15/50/50 00 0 5/ 15/ 10 l -�- 1330/1900/1940 35/35/60 r NORTH COLLEGE AVENUE J 1 L F-45/40/30 485/1165/1000 } I 75/12085 r 70/95/80 � O ,n o 785/1635)/5f110, Ld �\ 10/OOo 42,600 43,200 . o cD o ��� 10/ 15/ 15 } I N � 0 0 970/2060/1660 —� �r-o Ln�Ln '0 \� \ 30/15/15 - Co o 0 0 NOON o00 J L Gig \\\ In n l() PROJECTED YEAR 2020 TRAFFIC VOLUMES0 100 200 �NOTE: DATA LISTED ABOVE IS FROM THE NORTH COLLEGE AVENUE THE 02023E DESIGN ADT IMPRVEMNTS PHASEI OF 42 700V L STEDP ON SHEETET-1 RWA001. z .--, pA FELSBURG ORIGINAL SCALE: 1 "=200' DETERMINED USING THE COMPOUNDED ANNUAL GROWTH RATE FOR > H O LT & THE SECTION OF NORTH COLLEGE AVENUE BETWEEN JEFFERSON ULLEVIG STREET AND WILLOW STREET. Computer File Information Index of Revisions nor As Constructed NORTH COLLEGE AVENUE/ Project No./Code Creation Date: 03/21/03 Initials: zV6a RIVERSIDE AVENUE IMPROVEMENTS °F' No Revisions: TRAFFIC VOLUMES S018_ 117 Last Modification Date: 03/21 /03 Initials: ZV � ���� ���'�°�� c °����� COLORADO DEPARTMENT TA 42-039 Full Path: K:\00230\ACAD\SHEET CITY OF FORT COLLINS OF TRANSPORTATION Des ner: MRH 2207 E. HWY. 402 Revised: g 13614 & 14148 281 NORTH COLLEGE AVE NUL LOVELAND, CO 80537 Drawing File Name: M00230TV01.DWG O FORT COLLINS, CO 80522 Phone: 970-667-4670 Detailer: ZV Phone: 970-221 —6605 FAX: 970-669-0289 Acad Ver. 2000i Scale: Units: ENGLISH FAX: 970-221-6378 Region 4 DMM PJG Void: Sheet Subset: Subset Sheets: TV-01 of 01 Sheet Number 25 C-1 280 V Computer File Information Creation Date: 03/21 /03 Initials: ZV O Last Modification Date: 03/24/03 Initials: ZV Full Path: K:\00230\ACAD\SHEET t� Drawing File Name: M00230GE001.dwg Acad Ver. 2000i Scale: Units: ENGLISH Index of Revisions BORING AP1 BORING AP2 0 (2.5) (6.25) (8.0) (6.0) -o 6/12 .: WC = 8.5 ,23/12 21/12 , 12/12 +10=6 —200=33 4/ 12 LL=19 i WC=10.9 PI=1 9/12 i DD=95.6 A-2-4(0) i WC=5.6 9/12 i +10=25 1 8/12 5 J +10=52 i —'—200=30 WC=8.5 ``' LL 26 12 =- LL=24 i DD=109.6 0 PI-1 1 i o . P1=4 Pi--I=NF :o 0a Gh ul Fort C ullms CITY OF FORT COLLINS 281 NORTH COLLEGE AVE NUE FORT COLLINS, CO 80522 Phone: 970-221 —6605 FAX: 970-221 —6378 BORING CP1 BORING CP2 BORING WP1 A-2-4(0) o- A-2-4(0) i t i ;*- 48/3 + 10=26 , WSS=0.12 J 50/6—200=28 0 i 50/9 p LL=21 I +10=22 50/9 PI=7—200=25 WSS=0.02 LEGEND A-2-4(0) WSS=0.11 ® ASPHALT, THICKNESS IN INCHES SHOWN IN PARENTHESES TO LEFT OF LOG. ® CONCRETE, THICKNESS IN INCHES SHOWN IN PARENTHESES TO LEFT OF LOG. BASE COURSE, THICKNESS IN INCHES SHOWN IN PARENTHESES TO LEFT OF LOG. FILL: SILTY SAND TO CLAY, WITH OCCASIONAL DEBRIS, MOIST, LIGHT BROWN TO BLACK. SILTY SAND: WITH OCCATIONAL GRAVEL, LOOSE TOO MEDIUM DENSE, MOIST, BROWN TO BLACK. 0- SILTY SAND WITH GRAVEL: OCCASIONAL COBBLES, DENSE TO VERY DENSE, MOIST, BROWN DRIVE SAMPLE, 2—INCH I.D. CALIFORNIA LINER SAMPLE. i DISTURBED BULK SAMPLE. 23/12 DRIVE SAMPLE BLOW COUNT. INDICATES THAT 23 BLOWS OF A 140—POUND HAMMER FALLING 30 INCHES WERE REQUIRED TO DRIVE THE SAMPLER 12 INCHES. NOTES LL=30 PI=15 (6.0) n A 9/12 MC=16.4 DD=104.4 —200=58 PI=NP 7/12 5- 8/12 10 0 v m m 1 . THE EXPLORATORY BORINGS WERE DRILLED ON OCTOBER 23, 2002 WITH A 4—INCH DIAMETER CONTINUOUS FLIGHT POWER AUGER. 2. THE LOCATIONS OF THE EXPLORATORY BORINGS WERE MEASURED APPROXIMATELY BY TAPING FROM FEATURES SHOWN ON THE SITE PLAN PROVIDED. 3. THE ELEVATIONS OF THE EXPLORATORY BORINGS WERE NOT MEASURED AND LOGS OF EXPLORATORY BORINGS ARE DRAWN TO DEPTH. 4. THE EXPLORATORY BORING LOCATIONS AND ELEVATIONS SHOULD BE CONSIDERED ACCURATE ONLY TO THE DEGREE IMPLIED BY THE METHOD USED. 5. THE LINES BETWEEN MATERIALS SHOWN ON THE EXPLORATORY BORING LOGS REPRESENT THE APPROXIMATE BOUNDARIES BETWEEN MATERIAL TYPES AND THE TRANSITIONS MAY BE GRADUAL. 6. GROUND WATER WAS NOT ENCOUNTERED IN THE BORINGS AT THE TIME OF DRILLING OR WHEN CHECKED 6 DAYS LATER. 7. LABORATORY TEST RESULTS: wr = WATF'R rnMTPMT (oil• +10 = PERCENTAGE RETAINED ON NO. 10 S —200 = PERCENTAGE PASSING NO. 200 SIE� LL = LIQUID LIMIT (%); PI = PLASTICITY INDEX (%); R = HVEEM R—VALUE; WSS = WATER SOLUBLE SULFATES (%). A-2-4(0) = AASHTO CLASSIFICATION (GROUF As Constructed COLORADO DEPARTMENT No Revisions: OF TRANSPORTATION 2207 E. HwY. 402 Revised: LOVELAND, CO 80537 Phone: 970-667-4670 FAX: 970-669-0289 Vold: Region 4 DMM/PJG E, K+A 1708 E. LINCOLN AVE #3 Fort Collins, Colorado, 80524 Phone: 970-416-9045 FAX: 970-416-9040 IDEX). Kumar & Associates Project No. 02-3-135 NORTH COLLEGE AVENUE/ Project No./Code RIVERSIDE AVENUE IMPROVEMENTS EXPLORATORY BORING LOGS SETA 01142-039 Designer: KEM 13614 & 14148 Detailer: Sheet Subset: GEOLOGY Subset Sheets: GE-1 of 2 Sheet Number: 26 Mm C�l 280 9 3 ds" NOTE PRELIMINARY SOIL SURVEY DATA TEST HOLE No. (TEST LOCATIONS WITH C SUFFIX ARE CORES ONLY) LOCATION* DESCRIPTION DEPTH 1 C NORTH COLLEGE AVE. HBP 3" CONCRETE 8" 2C NORTH COLLEGE AVE. HBP 10.75" 3 NORTH COLLEGE AVE. HBP 5" ABC 5" SILTY GRAVEL/SAND—BLACK 4.17' 4C NORTH COLLEGE AVE. HBP 6" CONCRETE 7" 5 NORTH COLLEGE AVE. HBP 4.5" CONCRETE 6.5" ABC 8" GRAVELLY 3.42' 6C NORTH COLLEGE AVE. HBP 5.75" CONCRETE 4.25" 7C NORTH COLLEGE AVE. HBP 4" CONCRETE 5" 8C NORTH COLLEGE AVE. HBP 4.5" CONCRETE 5" 9 NORTH COLLEGE AVE. HBP 4:5" CONCRETE 4.5" NO ABC GRAVEL 4.25' 10 NORTH COLLEGE AVE. HBP 3.5" CONCRETE 5.5" NO ABC GRAVELLY 4.25' 11 JEFFERSON ST./ NORTH COLLEGE AVE. INTERSECTION HBP 3" CONCRETE 6" NO ABC GRAVELLY WITH COBBLES 4.25' 12 JEFFERSON STJ LINDEN ST. HBP 3" CONCRETE 7" NO ABC SAND 4.17' 13 RIVERSIDE AVE./ EAST OF LINCOLN ST. HBP 12" ABC 6" SILTY CLAY— BRN., MOIST. 3.5' 14 JEFFERSON STJ SMITH —OLIVE ST. HBP 8" ABC 4" SILTY GRAVEL 4' 15 RIVERSIDE AVE. WEST OF COWAN ST. HBP 12" ABC, SAND 9" SILTY CLAY— TAN., MOIST. 3.25' 16 JEFFERSON STJ NORTH OF MULBERRY ST. HBP 6" ABC 5" SILTY CLAY— TAN., MOIST. 4.08' 17C RIVERSIDE AVE. LEFT TURN CONCRETE 9.5" 18 RIVERSIDE AVE. SOUTH OF MULBERRY ST. HBP 7.5" NO ABC GRAVEL WITH SMALL COBBLES 4.38' THIS INFORMATION WAS PROVIDED BY THE CDOT REGION 4 PRELIMINARY SOIL SURVEY. *TEST HOLES CAN BE LOCATED ON ROADWAY PLAN SHEETS PL1—PL13 M, PRELIMINARY SOIL SURVEY DATA TEST HOLE No. (TEST LOCATIONS WITH C SUFFIX ARE CORES ONLY) LOCATION* DESCRIPTION DEPTH Al C CHERRY ST. HBP 2.25" A2 WILLOW ST. HBP 3" ABC 5" SILTY CLAY—BLK., MOIST. 4.33' B1C MULBERRY ST. EAST OF RIVERSIDE AVE. HBP „ 7.5 B2C MULBERRY ST. WEST OF RIVERSIDE AVE. HBP 7.75" FELSBURG HOLT & ULLEVIG Computer File Information Index of Revisions of As Constructed NORTH COLLEGE AVENUE/ Project No./Code Creation Date: 03/24/03 Initials: zv Y. _._ RIVERSIDE AVENUE IMPROVEMENTS Last Modification Date: 03/25/03 Initials: zV 0 cc„ ,,, };,,,, (ol fi,5 No Revisions: AQC 2873-1 17 COLORADO DEPARTMENT EXPLORATORY BORING LOGS STA 0142-039 Full Path: K:\00230\ACAD\SHEET O CITY OF FORT COLLINS OF TRANSPORTATION 281 NORTH COLLEGE AVENUE 2207 E. HWY. 402 Revised: Designer: MRH 13614 & 14148 Drawing File Name: M00230GE002.DWG 0 FORT COLLINS, co 80522 Phone: 97 —6 8o53i Phone. 970-221 —6605 Phone: 0-669-7-4670 Detaller: ZV Acad Ver. 2000i Scale: Units: ENGLISH FAX: 970-221 —6378 FAX: 970-66DMM/ Void: Region 4 DMM PJG Sheet Subset: MISC Subset Sheets: GE-2 of 2 Sheet Number 27 C-1 280 r1 1 V 0 N.COLLEGE AVE. 7' 7' 12' 12' 9' 12' 12' 12' 10' 10' W -5 tG IG Computer File Information Index of Revisions As Constructed NORTH COLLEGE AVENUE/ Project No./Code Creation Date: 02/18/03 Initials: JMH O gal----- RIVERSIDE AVENUE IMPROVEMENTS o=, AQC 2873-1 17 Last Modification Date: 05/ 1 6/03 Initials: ZV cilc of FoilCoIltns COLORADO DEPARTMENT No Revisions: CONCRETE PAVEM ENT JOINT DETAIL STA 0142-039 CITY OF FORT COLLINS OF TRANSPORTATION Designer: MRH Full Path: K:\00230\ACAD\SHEET 0 220 7 E . HWY. -102 Revised: g 13614 & 14148 281 NORTH COL-EGE AVENUE LOVELAND, CO 80537 Drawing File Name: R00230JNT01.DWG FORT COLLINS, CO 80522 Phone: 970-667-4670 Detailer: JMH Phone: 970-221 —6605 FAX: 970-669--0289 Void: Sheet Number 28 Acad Ver. 2000i Scale: 1 "=40' Units: ENGLISH FAX: 970-221 —6378 Region 4 DMM PJG Sheet Subset: Subset Sheets: CJ-1 of 5 C-1 280 LL L f-- CY clf LEI U Vj O J _J 3 Scale: 1 "=40' Iim +00 N. COLLEGE I LEGEND AVE. A EXPANSION DC DOWELED TRANSVERSE CONTRACTION L T -i 1 11 1 LONGITUDINAL OR TRANSVERSE CONSTRUCTION TIED LONGITUDINAL OR TRANSVERSE CONTRACTION LONGITUDINAL CONSTRUCTION SCORE JOINT* O�aV0� BEG „l MANHOLE *SEE SHEET LS-8 FOR CROSSWALK DETAILS MA FELSBURG (IHOLT & ULLEVIG Computer File Information Index of Revisions As Constructed NORTH COLLEGE AVENUE/ Project No./Code Initials: JMH 4a°—°" RIVERSIDE AVENUE IMPROVEMENTS Creation Date: 02/18/03 — AQC 2873-1 17 ` "' No Revisions: CONCRETE PAVEMENT JOINT DETAIL STA 0142-039 Last Modification Date: 03/25/03 Initials: zV 0 c'>°'" ° °y COLORADO DEPARTMENT CITY OF FORT COLLINS OF TRANSPORTATION 2207 E. HWY. 402 Revised: Designer: JGF 13614 & 14148 Full Path: K:\00230\ACAD\SHEET 281 NORTH COLLEGE AVENUE FORT COLLINS,CO 80522 LOVFLAND, CO 80537 Phone. 970-667-4670 Detailer: JMH Drawing File Name: R00230JNT02.DWG 0 FAxn : 970-221 —7805 FAX: 970-669-0289 Region 4 DMM PJG Void: Sheet Subset: Subset Sheets: CJ-2 of 5 Sheet Number 29 Acad Ver. 2000i Scale: 1 `40' Units: ENGLISH c -1 2do 9 rl v WEST 1 H.C.L. i EXISTING 2.5' SIDEWALK z� 60 ' m c!) ;z X iLLI EXISTING COMPOSITE SECTION STA. 13+88 TO 20+50 EXISTING - PAVEMENT 7' 14' PARKING LANE WEST 1 PGL 12' TRAVEL LANE NORTH COLLEGE H.C.L. 103' 10.5' 10.5' 12' 9' 12' TRAVEL LANE MEDIAN LEFT TURN LANE LANDSCAPED MEDIANS WITH SPLASH PLATE 6" AGGREGATE BASE COURSE (CLASS 6) CONCRETE PAVEMENT VARIES** IN •r.L q r i i i P r•� •si•" f - _ •. -•..� ..r.Np�A': ili•:iF$:..i9: .i j�"iii. 'Y:ri:�i�lir�ii.iy.il�.s�%� 12' TRAVEL LANE 12' TRAVEL LANE 6" AGGREGATE BASE COURSE (CLASS 6) EAST 1 H.C.L. cit'// 20' RIGHT TURN LANE/ PARKING LANE 11 �" CONCRETE PAVEMENT*** EAST 1 PGL 'f:t.:�uirii:Y•:3 ".: v�gcss 7 l ' si•. .,. { y•gsjsy i.j..y.. - - i..iY:1Fii s6..•. ..r. ..i, r. r.:a:•::rii:r:•i:i:Fr'"ii;4'i::!•::• .�i:ri ::� ri�r`Y' ::" ::k.•J,a�::�iS;iN. ..c•::.•.:.•r;�•... G.SG...rsi_,S._f.. O-j I CURB AND GUTTER CURB AND GUTTER 6" SCARIFIED & 6 SCARIFIED TYPE 2 SECTION IB TYPE 2 (8—INCH VERTICAL) AND RECOMPACTED RECOMPACTED SUBGRADE O SUBGRADE* TYPICAL SECTION NORTH COLLEGE AVENUE LOOKING NORTH 21i" TO 6" EXISTING SOUTH OF JEFFERSON STREET HOT BITUMINOUS PAVEMENT STA. 13+88 TO STA. 14+75 NOTE: FROM STA. 13+88 TO 14+42 NO CENTER CURB OR MEDIAN. FROM STA. 14+42 TO 14+75 RECONSTRUCT DRIVEWAY ON EAST. O1 171,42" SCARIFIED AND RECOMPACTED SUBGRADE AT CURB AND GUTTER 4'/4" TO 7" EXISTING CONCRETE PAVEMENT NORTH COLLEGE H.C.L. WEST 2 H.C.L. 86' -90' 17' SIDEWALKS 3.67' _ CONCRETE BAN D � VARIES** 6':'CONCRETE (TYP.) CURB TYPE 2 SECTION B 17' LAN D - SIDEWALKS SCAPING 3.67' z CONCRETE o. J BAND m VARIES** MATCH EXISTING 6'• BIK PATH 6'S BIKE H 10.5' 10.5' ' 12' 12' 12' 9' TRAVEL LANE TRAVEL LANE LEFT TURN LANE MEDIAN LANDSCAPED MEDIANS WITH SPLASH PLATE WEST 2 PGL 6" AGGREGATE BASE COURSE (CLASS 6) LPAVEMENT*** y� " CONCRETE VARIES" CURB AND GUTTER TYPE 2 SECTION IIB 12' TRAVEL LANE CURB AND GUTTER TYPE 2 SECTION IB 12' TRAVEL LANE 1 1 142 " CONCRETE PAVEMENT*** CURB AND�O 6" SCARIFIED & - O_ RECOMPACTED SUBGRADE* 2 6" SCARIFIED AND GUTTER TYPE RECOMPACTED SUBGRADE* 2 SECTION IB CURB AND GUTTER TYPICAL SECTION TYPE 2 SECTION IB NORTH COLLEGE AVENUE ("CATCH" CURB) LOOKING NORTH FROM JEFFERSON STREET TO U.P.R.R. STA. 16+50 TO STA. 18+11 NOTE: FROM STA. 17+30 TO 18+00 END 5' MEDIAN ISLAND. Q2 171,z" SCARIFIED AND RECOMPACTED SUBGRADE AT CURB AND GUTTER O CURB AND GUTTER TYPE 2 (8-INCH VERTICAL) EAST 2 H.C.L. VARIES 21 ' TO 17' TRAVEL LANE WITHOUT MEDIAN ISLAND 5' 16' MEDIAN TRAVEL LANE ISLAND WITH MEDIAN ISLAND MEDIAN COVER MATERIAL (PATTERNED CONCRETE) 6" AGGREGATE BASE COURSE (CLASS 6) EAST 2 PGL-\ VARIES** CURB AND GUTTER - TYPE 2 SECTION IIB CURB AND GUTTER TYPE 2 SECTION IB 0 4' 6'• BIKE PATH VARIES - 6 r� _ BIKE PATH z f, X6' w 9' SIDEWALKS 3.67' z; 0 CONCRETE J; BAND m MATCH EXISTING VARIES 9' TO 10' _ 2' SIDEWALKS 3.67' CONCRETE BAND VARIES` __ 6" CONCRETE (TYP.) EXISTING GROUND UNDIS (NO TOPSOIL REQUIRED) 4" TOPSOIL NOTES: *COST TO BE INCLUDED IN THE WORK. F ���,��Fss� • •�v`e`� **SEE GRADING AND EROSION CONTROL PLAN SHEETS EC3-EC1 1 FOR CROSS -SLOPE DETAILS. LT H & O ***SEE CONCRETE PAVEMENT JOINT DETAIL SHEETS CJ1-CJ5 FOR JOINTING DETAILS. H O LT • SEE SITE DETAIL SHEETS LS8-LS11 FOR MEDIAN, SIDEWALK, AND BIKEPATH DETAILS. ULLEVIG SEE ROADWAY PLAN SHEETS PL5-PL11 FOR DRIVEWAY LOCATIONS. Computer File Information Index of Revisions - oT As Constructed NORTH COLLEGE AVENUE/ Project No./Code Creation Date: 09/27/01 Initials: zv >_ _� - RIVERSIDE AVENUE IMPROVEMENTS °`" �� � � """ No Revisions: AQC 2873-1 17 Last Modification Date: 03/25/03 Initials: zV 0 ct: °"'^' °""' COLORADO DEPARTMENT TYPICAL SECTIONS STA 0142-039 CITY OF FORT COLLINS OF TRANSPORTATION Designer: MRH 13614 & 14148 Full Path: K:\00230\ACAD\SHEET 0 2207 E. HWY. 402 Revised: 281 NORTH EOLL EGE AVENUE LOVELAND, CO 80537 Drawing File Name: R00230TYP04A.dwg FORT COLLINS, Co 80522 Phone: 970-667-4670 Detailer. SED g Phone7970-i2 —6605 FAX: 970-669-0289 Void: Sheet Subset: TYPICAL Subset Sheets: TY-1 of 7 Sheet Number 3 Acad Ver. 20001 Scale: Units: ENGLISH 0 6378 Region 4 DMM PJG C-1 280 9 N MUIBFRRY_ STREET w 9L� QS, VICINITY MAP 148+00 149+00 Computer Creation Date: Last Modification Date: Full Path: Drawing File Name: Acad Ver. 2000i File Information 02/25/03 Initials: JMH 02/25/03 Initials: JMH 0 K:\00230\ACAD\SHEET R00230JNT04.DWG Scale: 1 "=40' Units: ENGLISH Index of Revisions 1 50+00 1 6'ialt CI�� ul Fult Culimti CITY OF FORT COLLINS 281 NORTH COLLEGE AVENUE FORT COLLINS, CO 80522 Phone: 970-221 —6605 FAX: 970-221 —6378 1 51 +00 152+00 153+00 RIVERSIDE AVENUE N yl � Il` LEGEND A EXPANSION DC - DOWELED TRANSVERSE CONTRACTION of As Constructed No Revisions: COLORADO DEPARTMENT OF TRANSPORTATION 2207 E . NwY. 402 Revised: LOVELAND, CO 80537 Phone: 970-6674670 FAX: 970-669-0289 Void: Region 4 DMM PJG 20 -0 O LO LO IT- w z U 5Q L FEISBURG p'A & ULLEVIG NORTH COLLEGE AVENUE/ Project No./Code RIVERSIDE AVENUE IMPROVEMENTS AQc 2873-117 CONCRETE PAVEMENT JOINT DETAIL STA 0142-039 Designer: SED Detailer: J M H Sheet Subset: Subset Sheets: 13614 & 14148 CJ-3 of 51 Sheet Number 30 C -1 280 c a N Q w z U �, rrnrn rf • n . LEGEND EXPANSION rC TRANSVERSE CONTRACTION LONGITUDINAL OR TRANSVERSE CONSTRUCTION DC DOWELED TRANSVERSE CONTRACTION ly1 MANHOLE il 1 1.25' 1 1.25' I 1 1.25' 159+00 1 11.25' RIVERSIDE AVENUE 1 1.25' U, 6 pFaSBURG HOLT & ULLEVIG Computer File Information 0 0 0 Index of Revisions ul A� -_--- -- DF Cup of Fort Collins COLORADO DEPARTMENT CITY OF FORT COLLINS OF TRANSPORTATION 2207 E. HWY. 402 281 NORTH CLLEGE AVENUE LOVELAND, CO 80537 FORT COLLINS, CO 80522 Phone: 970-667-4670 Phn : 9722O1 21 —6605 FAX: 970-669-0289 Region 4 DMM PJG As Constructed NORTH COLLEGE AVENUE/ RIVERSIDE AVENUE IMPROVEMENTS CONCRETE PAVEMENT JOINT DETAIL Project No./Code Creation Date: 02/25/03 Initials: JMH No Revisions: AQC 2873-117 STA 0142-039 Last Modification Date: 02/25/03 Initials: JMH Revised: Designer: SED 13614 & 14148 Full Path: K:\00230\ACAD\SHEET Detailer: JMH Drawing File Name: R00230JNT03.DWG Void: Sheet Number 31 Sheet Subset: PLAN Subset Sheets: CJ-4 of 5 Acad Ver. 2000i Scale: 1 =40 Units: ENGLISH G-1 Z80 NOTES: 1 CONCRETE CLASS P SHALL BE USED FOR THE SLEEPER SLAB. V GRADE 60 EPDXY COATED REINFORCING STEEL IS REQUIRED, OTHER THAN * 2" WIDE X 3" DEEP CHEMICALLY RESISTANT NEOPRENE JOINT SEAL. ** PREFORMED EXPANSION JOINT FILLER AS APPROVED BY THE ENGINEER. ALL COST ASSOCIATED WITH THE REQUIREMENTS OF THESE DETAILS SHALL BE INCLUDED IN THE COST OF ITEM 412 CONCRETE PAVEMENT (11 1/2 1 THE DETAILS SHOWN HERE SHALL ALSO APPLY TO RAILROAD CROSSING TH NOT SKEWED. IF THE FIRST PANEL ADJACENT TO THE RAILROAD CROSSING IS LESS THAN HALF THE AREA OF A NORMAL FULL PANEL, THEN THE FIRST PARTIAL PAN THE NEXT FULL PANEL SHALL BE LONGITUDINALLY AND TRANSVERSLY REIN AS SHOWN IN THE DETAILS. IF THE AREA OF THE FIRST PANEL ADJACENT THE RAILROAD CROSSING IS GREATER THAN ONE HALF THE AREA OF A NC FULL PANEL, THEN JUST THE FIRST PARTIAL PANEL SHALL BE REINFORCEC THE CONTRACTOR SHALL PROVIDE, FOR APPROVAL, TO THE ENGINEER A DETAILED PLAN SHOWING THE JOINT CONFIGURATION A MINIMUM OF TWO W PRIOR TO THE START OF REINFORCING STEEL FABRICATION. UNKNOWN #5 : Computer File Information Creation Date: 03/26/03 Initials: ZV Last Modification Date: 03/26/03 Initials: ZV Full Path: K:\00230\ACAD\SHEET Drawing File Name: R00230JNT06.DWG Acod Ver. 2000i Scale: Units: ENGLISH RAIL ROAD JOINT DETAILS NOT TO SCALE JOINT DETAIL OPENING MAY BE SAW CUT EXISTING RAIL ROAD 2" CONCRETE CROSSING 1 ROADWAY SLAB CROSS SECTION .UA /- 01_ Z/A" ndex of Revisions SLE CitN of roil Collins CITY OF FORT COLLINS 281 NORTH COLLEGE AVENUE FORT COLLINS, CO 80522 Phone: 970-221 -6605 FAX: 970-221 -6378 rnNiTa4CTION JOINT AS -1 9EP.I I.i :... � iN COLORADO DEPARTMENT OF TRANSPORTATION 2207 E. r WY. 402 LOVELAND, CO 80537 Phone: 970-667-4670 FAX: 970-669-0289 Reaion 4 DMM/PJG DOWELED TRANSVERSE CONTRACTION JOINT AS PER STANDARD PLAN M-412- 1 As Constructed No Revisions: Revised: Void: TRANSVERSE CONTRACTION JOINT AS PER STANDARD PLAN M-412-1 NORTH COLLEGE AVENUE RIVERSIDE AVENUE IMPROVEN RAILROAD JOINT DETAIL Designer: MRH Detailer: ZV Sheet Subset: Subset Sheets: ONGITUDINAL JOINT �S PER STANDARD 'LAN M-412-1 OULDER 0.1 FELSBURG (IHOLT & ULLEVIG Project No./Code ENTS AQC 2873-117 STA 0142-039 13614 & 14148 CJ-5 of 51 Sheet Number 32 C-1 1 v PER LARIMER COUNTY URBAN AREA STREET STANDARDS A<— CURB TRANSITION - PAN LINE a X a x x Qw Q:2 CLw Y �_ o o o LO 16:1 SLOPE — — — — — — — 16:1 SLOPE LENGTH OF CURB CUT ■ CURB & GUTTER CURB TRANSITION CURB TRANSITIONS TOP OF CURB FLOW LINE CURB TRANSITION AN LINE Y 2"t 50:1 MAX SLOPE* DRIVEWAY** 6" SIDEWALK TRANSITIONS AND FLOWLINE CURB ACROS� AND DRIVEWAY MATERIALS DRIVEWAY AND GUTTER IN THE WILL BE MEASURED AND CURBCUT WILL BE MEASURED PAID FOR PER DRIVEWAY TYPE A AND PAID FOR AS "CURB DETAILS ON SITE DETAIL AND GUTTER" SHEET 8 OF 10. SECTION A —A DRIVEWAY TYPE A Computer File Information Creation Date: 12/03/02 Initials: JMH O Last Modification Date: 03/26/03 Initials: ZV 0 Full Path: K:\00230\ACAD\SHEET Drawing File Name: M00230GNRO2.dwg Acad Ver. 2000i Scale: Units: ENGLISH CURB TRANSITION hay. PAN LINE RADII: A= 'A" TO 1/4 " B= 1" C= 1 1 /2" d= 1 1 /2" TO 2" 14" 6" CURB AND GUTTER TYPE 2 (8 INCH VERTICAL) OF CURB )W LINE B TRANSITION J LINE I LENGTH OF CURB CUT 1 12" 6" CURB TYPE 2 SECTION M SPECIAL CURB TRANSITION ♦ MAX SLOPE SHALL BE 12:1 FOR DRIVEWAYS TYPE B AT STA. 14+61, 106+46 & 107+27, OTHERWISE MAX SLOPE SHALL BE 24:1. CURB & GUTTER CURB TRANSITION, Y DRIVEWAY** CURB TRANSITIONS SIDEWALK TRANSITIONS D FLOWLINE CURB ACROS AND DR AIVEWAY WILL BE DRIVEWAY AND GUTTER IN THE MEASURED AND PAID FOR AS CURBCUT WILL BE MEASURED "CONCRETE PAVEMENT 6-INCH" AND PAID FOR AS "CURB AND GUTTER" SECTION B—B x= DRIVEWAY WIDTH DRIVEWAY TYPE B * SEE EROSION CONTROL AND GRADING PLAN SHEETS EC3-EC11 FOR SLOPE DETAILS. ** SEE SITE DETAILS FOR CONCRETE PATTERNS. Index of Revisions SOT Cm oI bolt Collins CITY OF FORT COLLINS 281 NORTH COLLEGE AVENUE FORT COLLINS, CO 80522 Phone: 970-221 —6605 FAX: 970-221 —6378 As Constructed COLORADO DEPARTMENT No Revisions: OF TRANSPORTATION 2207 E. HWY. 402 Revised: LOVELAND, CO 80537 Phone: 970-667-4570 FAX: 970-669-0289 Vold: Region 4 DMM PJG % I 6" 1 CURB AND GUTTER TYPE 2 (SPECIAL) X 6' I LENGTH OF CURB CUT I PAN LINE CURB & GUTTER CURB TRANSITION- IL - CURB TRANSITIONS i i TOP OF CURB --LOW LINE URB TRANSITION PAN LINE Y 2"t 12:1 MAX* SLOPE DRIVEWAY 6" SIDEWALK TRANSITIONS AND FLOWLINE CURB ACROSS AND DRIVEWAY WILL BE DRIVEWAY AND GUTTER IN THE MEASURED AND PAID FOR AS " CURBCUT WILL BE MEASURED CONCRETE PAVEMENT 6-INCH AND PAID FOR AS "CURB AND GUTTER." SECTION C—C DRIVEWAY TYPE C NORTH COLLEGE AVENUE/ RIVERSIDE AVENUE IMPROVEMENTS MISCELLANEOUS DETAILS Designer: MRH Detailer: ZV Sheet Subset: AFIESBURG r � HOLT & ULLEVIG Project No./Code AQC 2873-117 STA 0142-039 13614 & 14148 Subset Sheets: DE-1 of Sheets: DE-1 of 3�Sheet Number 33Number 33 C-1 280 v SEE SHEET RC-1 SEE SHEET LS-8 VICI�'IT.. „AM FOR ROADWAY COl' FOR MEDIAN AND I Computer File Information Creation Date: 04/24/03 Initials: JMH Last Modification Date: 04/24/03 Initials: JMH Full Path: Drawing File Name: Acad Ver. 2000i K:\00230\ACAD\SHEET R00230DETO3. DWG Scale: 1 "=40' Units: ENGLISH Index of Revisions CaN of Furl Collins CITY OF FORT COLLINS 281 NORTH COLLEGE AVENUE FORT COLLINS, CO 80522 Phone: 970-221 —6605 FAX: 970-221 —6378 J I.V IG. i -Tv oT DP COLORADO DEPARTMENT OF TRANSPORTATION 2207 E. HWY. 402 LOVELAND, CO 80537 Phone: 970-667-4670 FAX: 970-669-0289 Reqion 4 DMM/PJG As Constructed No Revisions: Revised: me NORTH COLLEGE AVENUE/ RIVERSIDE AVENUE IMPROVEMENTS ISLAND/MEDIAN DETAIL SHEET Designer: MRH Detailer: JMH Sheet Subset: Subset Sheets: (i URG T & VIG Project No./Code AQC 2873-117 STA 0142-039 13614 & 14148 DE-2 of 31 Sheet Number 34 L C-1 9 SEE SHEET RC-1 FOR ROADWAY CONTROL POINT DATA. SEE SHEET LS-8 FOR MEDIAN AND ISLAND DETAILS. Computer File Information Creation Date: 03/24/03 Initials: JMH Lost Modification Date: Full Path: Drawing File Name: Acad Ver. 2000i 03/24/03 Initials: JMH K:\00230\ACAD\SHEET R00230DET04. DWG Scale: 1 "=40' Units: ENGLISH Index of Revisions O OCud of Furi Colhus O CITY OF FORT COLLINS 281 NORTH COLLEGE AVENUE O FORT COLLINS, CO 80522 Phone: 970-221 —6605 �1 FAX: 970-221 —6378 OT .11(I nI ONON COLORADO DEPARTMENT OF TRANSPORTATION 2207 E. HWY. 402 LOVELAND, CO 80537 Phone: 970-667-4670 FAX: 970-669-0289 Region 4 DMM/PJG As Constructed No Revisions: Revised: Void: VICINITY MAP Scale: 1 "=40' NORTH COLLEGE AVENUE/ RIVERSIDE AVENUE IMPROVEMENTS ISLAND/MEDIAN DETAIL SHEET Designer: MRH Detailer: J M H Sheet Subset: Subset Sheets: FELSBURG p'A HOLT & ULLEVIG Project No./Code AQC 2873-117 STA 0142-039 13614 & 14148 DE-3 of 31 Sheet Number 35 C -1 280 EMBANKMENT MATERIAL STRUCTURE EXCAVATION GROUND LINE LIMITS . . . . . . . . . . . . . SLOPED % TRENCH Y: 6" MIN. Ld Of �� �� - Uj •- : INSIDE .. • �� -. Cn— W777 / ANGLE OF REPOSE TO THE HORIZONTAL STRUCTURAL BACKFILL (FLOW FILL) DIMENSION TO SPRING LINE 12" IN ROCK 3" FOR RCP I I I 0 FOR FLEXIBLE CULVERTS • BEDDING MATERIAL FOR RIGID PIPE IN SOIL SHALL BE 3" THICKNESS OF LOOSE STRUCTURE BACKFILL, CLASS 1 (NO BEDDING REQUIRED FOR FLEXIBLE PIPE IN SOIL). BEDDING MATERIAL FOR RIGID OR FLEXIBLE PIPE IN ROCK SHALL BE 12 THICKNESS LOOSE STRUCTURE BACKFILL CLASS 1. CONDUIT IN TRENCH UNDER WILLOW ST. STRUCTURE EXCAVATION LIMITS SLOPED %c TRENCH J EMBANKMENT MATERIAL GROUND LINE j 18" Ba • : ., OR INSIDE j SPAN ' 77 j ANGLE OF REPOSE TO THE HORIZONTAL — COMPACTED STRUCTURE BACKFILL, CLASS 2 STRUCTURAL BACKFILL (CLASS 1) DIMENSION TO SPRING LINE IN SOIL % ::.. 12" IN i�\� .:::BEDDIN:G• ROCK 3" FOR RCP I II Tim 0 FOR FLEXIBLE CULVERTS BEDDING MATERIAL FOR RIGID PIPE IN SOIL SHALL BE 3" THICKNESS OF LOOSE STRUCTURE BACKFILL, CLASS 1 (NO BEDDING REQUIRED FOR FLEXIBLE PIPE IN SOIL). BEDDING MATERIAL FOR RIGID OR FLEXIBLE PIPE IN ROCK SHALL BE 12 THICKNESS LOOSE STRUCTURE BACKFILL CLASS 1. STRUCTURAL BACKFILL FOR STORM SEWER FELSBURG HOLT & ULLEVIG Computer File Information Index of Revisions OJT As Constructed NORTH COLLEGE AVENUE/ Project No./Code Creation Date: 12/12/02 Initials: CDT _�.__ RIVERSIDE AVENUE IMPROVEMENTS AQC 2873-117 iiak of 111III ' ,1.,�.,1.1 IN No Revisions: Last Modification Date: 12/12/02 Initials: CDT 0 c;� .it <°" °' COLORADO DEPARTMENT DRAINAGE DETAILS STA 0142-039 CITY OF FORT COLLINS OF TRANSPORTATION Designer: ELL/CDT 13614 & 14148 Full Path: K:\00230\ACAD\SHEET 2207 E. HWY. 402 Revised: 281 NORTH COLLEGE AVENUE LOVELAND, CO 80537 Drawing File Name: D00230DET01.dwg FORT COLLINS, CO 80522 Phone: 970-667-4670 Detailer. CDT Fax` 970702i -6 5 FAX: 970-669-0289 Void: Sheet Subset: DRAINAGE Subset Sheets: DD-1 of 4 Sheet Number 36 Acad Ver. 2000i Scale: NITS Units: ENGLISH 0 Region 4 DMM PJG C -1 280 9 OMIT FOR ATTACHED SIDEWALK BACK OF CURB TOP OF CURB T itO D I I j r7 A 1 1 EXPANSION JOINT P OF GUTTER 2' —0" TRANSITION TOP OF CURB ft� FLOW _ CURB BOX BEAM ANCHOR BAR (TYP 2 PER CURB BOX) SEE DETAIL 2' —0" TRANSITION w IZ Q tOw > N 3" *STATION/OFFSET PANSION JOINT A _ •.IIII�� • Imo• •� •. PLAN 6� GRATE � � ADJUSTABLE CURB BOX FLOW DIRECTION GROUT GRATE & FRAME D,E 3 !,� "CL 31,t "CL 1 1 A.S.C.E. 3'-6" 60# RAIL 3' —6" 7' —0" STORM SEWER CONNECTION (SEE PLANS FOR SIZE) \\t4's@12" EE DETAIL 2' —0" TRANSITION '—9"®45' #4 HOR BAR IZONTA a `D g 2'-3" #4 \�2—#5's x8"F 045' REBAR PLACEMENT INLET WALL PENETRATION TOP OF CURB 2" 8/#4' s @12"(MAX)EW 3"(TYP) LIP OF GUTTER PAVEMENT — 1 7t 12 #4' s®12"(MAX)EW - #4' s®12"(MAX)EW V�X \�/ X LAP(TYP)� #4' s®12'. #4's®12"(MAX)E 3 CL UITABLE SUBGRADE A SECTION SEEPED NOTEND1, DEBAILL DRAWNIGL)NO 7.05B) 11 3"GROU1 RADIUS SAW CUT PIPE —PARALLEL TO INNER WALL *CONTRACTOR TO NOTCH & BLOCK OUT AROUND PIPE I CT0 OPENING AND FORM SMOOTH BASE SLAB RADIUS AROUND PIPE WITH NON —SHRINK GROUT PREFERRED CONNECTOR PIPE F END TREATMENT (TYP) 11 Computer File Information Creation Date: 12/12/02 Initials: CDT Last Modification Date: 12/12/02 Initials: CDT Full Path: K:\00230\ACAD\SHEE Drawing File Name: D0023ODET02.dwq Acad Ver. 2000i Scale: Units: ENGLISH ADJ CURB BOX 41/4 "77 1/.. 1..1 24 11.. %" HEX NUTS f77 "x7" BOLT CURB BOX FRAME TYPICAL CORNER REBAR PLACEMENT 8" *TURN BAR INTO PLANE OF CURB o BOX BEAM I CV CURB BOX BEAM ANCHOR BAR (TYP) NOTES: 1. AND GUTTER TRANSITION PURPOSES 'SENL T STRUCTURE TRUCT AT REEND SHALL ALSO INCLUDE 2' —0" CURB 2 STANDARD DHINLET DEPTH=4'—O". ALL INLETS DEEPER 6 REQUIRE SUBMISSION OFSHOPDRAWINGSANDA XIMUM DEPTHSDESIGN 3' —10" ANALYSIS FOR APPROVAL. 3. MINIMUM CONNECTOR PIPE DIAMETER=18". MIN SLOPE=0.400%. 6., 4 2' —0" 1/z 1990 EDITION. 4. ALL WORK SHALL CONFORM TO AASHTO "STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES" 111/2 ADJ CURB BOX & FRAME 5. CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 4000 PSI. NO. 16 GRATE CURB BOX BEAM 6. FLOOR SLOPE MAY BE POURED MONOLITHIC WITH BASE. & FRAME BEAM ANCHOR BAR 7. NO FORMWORK SHALL REMAIN INSIDE STRUCTURE WHEN COMPLETED. T 2—#5' s 8. ALL REINFORCING STEEL SHALL BE ASTM, A-615, GRADE 60 DEFORMED BARS. DIAMETER OF BEND MEASURED ON THE INSIDE OF THE BAR SHALL BE A MINIMUM OF 6 BAR DIAMETERS. 31,42 "CL A.S.C.E.OIL 9. ALL REINFORCING STEEL SHALL BE 2" (MIN) CLEARANCE FROM FORMED SURFACES, 2'-6" 8��3' #TRAIL AND 3' CLEARANCE AGAINST EARTH UNLESS OTHERWISE NOTED. 10. SPLICING OF REINFORCING STEEL SHALL BE PERMITTED ONLY WHERE DETAILED IN DRAWINGS. 311`z "CL #4' s®12" 11. SUB —GRADE SHALL BE SHAPED UNDISTURBED MATERIAL OR OVER EXCAVATED AND BACKFILLED (MAX)EW WITH CLASS B BEDDING MATERIAL. 12. SUB —GRADE SHALL BE A GRADATION EQUAL TO CLASS B BEDDING COMPACTED TO 95% MAXIMUM DRY DENSITY, AASHTO DESIGNATION T-180. F 13. BACKFILL AROUND STRUCTURE TO BE HAND TAMPERED IN 6" LIFTS. (BACKFILL METHOD B). II 1 1 14. INLET WALLS SHALL BE FORMED BOTH INSIDE AND OUTSIDE. CASTINGS OF SIDEWALLS AGAINc 1 g EARTH IS NOT PERMITTED. 1 15. LEAN CONCRETE FILL TO BE F� =2000 PSI. 3"(TYP) 16. DOUBLE NO. 16 INLETS ARE TO BE INSTALLED ON A TANGENT (STRAIGHT) PORTION OF CURB ONLY AND SHALL NOT BE INSTALLED WITHIN A CURB RADIUS OR OTHER CURVILINEAR CURB AND GUTTER SECTIONS. L31,� "CL VERTICAL CURB B SECTION AND GUTTER * STATION AND OFFSET DISTANCES ARE TO THE CENTER LINE OF THE STRUCTURE AT THE PROJECTED GUTTER FLOWLINE. 1 1 41/4 " NO. 16 FRAME 1 "1 21/4 "11 " PLACEMENT OF ADJ CURB D BOX ON SUPPORT RAIL TYP A.S.C.E. 1 1 60# RAIL V1/4L RB BOX TO BE SET WER FOR COMBINATION CURB GUTTER Index of Revisions Cily o� Fort Collis O CITY OF FORT COLLINS O281 NORTH COLLEGE AVENUE FORT COLLINS, CO 80522 Phone: 970-221 —6605 FAX: 970-221 —6378 A.S.C.E.- 60# RAIL 41/4 " cal' As Constructed -- No Revisions: COLORADO DEPARTMENT OF TRANSPORTATION 2207 E. HWY. 402 Revised: LOVELAND, CO 80537 Phone: 970-667-4670 FAX: 970-669-0289 Void: Region 4 DMM/PJG ' 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 (TRANSITION) IS 2" FRAME PLACEMENT E ON SUPPORT RAIL TYP 11 INLET TYPE 16 DETAILS (DOUBLE) NORTH COLLEGE AVENUE/ RIVERSIDE AVENUE IMPROVEMENTS DRAINAGE DETAILS Designer: ELL/CDT Detailer: CDT fHOLT & ULLEVIG Project No./Code AQC 2873-117 STA 0142-039 13614 & 14148 Sheet Subset: DRAINAGE Subset Sheets: DD-2 of 4 Sheet Number 37 C -1 280 9 c2 K OF C P OF Cl VERTICAL CURB & GUTTER NO. 16 GRATE & FRAME TOP OF CURB EXPANSION JOINT NI PLAN VIEW m TOP OF ADJUSTABLE CURB BOX /cam FLOW DIRECTION/ -TOP OF CURB I Imo— EXPANSION JOINT 2' -0" 2"cl.(TYP) 2' -0" TRANSITION 3' -4" TRANSITION V) 8" 4' s ® 12' 8" Li X MAX) EW 31-i " CL(TYP) 0Cc il a-� gam. o co 0 I� i �) STORM SEWER CONNECTION 00 (SEE PLANS FOR SIZE) CONSTRUCTION JOINT SUITABLE SUBGRADE 4'-B" (SHAPED UNDISTURBED MATERIAL) 4 SEE NOTE 11 A SECTION 1 1 2' -9" 8" *CONTRACTOR TO NOTCH & BLOCK OUT AROUND PIPE pia 3" OPENING AND FORM SMOOTH RADIUS AROUND PIPE WITH NON -SHRINK GROUT 3"GROUf RADIUS SAW CUT PIPE 7-,PARALLEL TO INNER WALL :11 BASE S PREFERRED CONNECTOR PIPE F END TREATMENT (TYP) 11 #4 BOR IZONTAL AR lir, - -%' -6" ® 45' EXTRA 1'-6" r co "* )RN INTO PLANE OF WALL VERTICAL WALL BAR CL (TYP) TYPICAL CORNER VERTICAL WALL BAR REBAR PLACEMENT BACK WALL(TYP) P NOTES: 1. FOR PAYMENT PURPOSES, INLET STRUCTURE SHALL ALSO INCLUDE 2' -0" CURB AND GUTTER TRANSITION SECTION AT EACH END OF INLET. REBAR PLACEMENT AROUND _CONNECTOR 2. STANDARD INLET DEPTH=4'-0". INLETS DEEPER THAN 6' MAXIMUM LIP OF GUTTER PAVEMENT 13, ROUT 12" 91 STORM SEWER CONNECTION (SEE PLANS FOR SIZE) _ up— CONSTRUCTION JOINT INLET TYPE 16 DETAILS (SINGLE) 2' -0" FL ELEVA1 " JN 6" ON GRATE FL ELEVATION' CONSTRUCTION JOINT- 2'-6" (TYP) 3 L� "CL F 1 1 / 3"CL 3' -10" B SECTION 1 1 DEPTH SHALL REQUIRE SUBMISSION OF SHOP DRAWINGS AND DESIGN ANALYSIS FOR APPROVAL. 3. MINIMUM CONNECTOR PIPE DIAMETER=18". MIN SLOPE=0.400%. 4. ALL WORK SHALL CONFORM TO AASHTO "STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES" 1990 EDITION. 8" 5. CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 4000 PSI. TOP OF CURB 6. FLOOR SLOPE MAY BE POURED MONOLITHIC WITH BASE. 7. NO FORMWORK SHALL REMAIN INSIDE STRUCTURE WHEN COMPLETED. 8. ALL REINFORCING STEEL SHALL BE ASTM A-615, GRADE 60 DEFORMED BARS. DIAMETER OF cd BEND MEASURED ON THE INSIDE OF THE BAR SHALL BE A MINIMUM OF 6 BAR DIAMETERS. 9. ALL REINFORCING STEEL SHALL BE 2" (MIN) CLEARANCE FROM FORMED SURFACES, cd AND 3' CLEARANCE AGAINST EARTH UNLESS OTHERWISE NOTED. 10. SPLICING OF REINFORCING STEEL SHALL BE PERMITTED ONLY WHERE DETAILED IN DRAWINGS. 2-05' s 11. SUB -GRADE SHALL BE SHAPED UNDISTURBED MATERIAL OR OVER EXCAVATED AND BACKFILLED WITH CLASS B BEDDING MATERIAL. #4' s ® 12-(MAX) 8„ 12 SUB -GRADE SHALL BE A GRADATION EQUAL TO CLASS B BEDDING COMPACTED TO 95% MAXIMUM DRY DENSITY, AASHTO DESIGNATION T-180. 13. BACKFILL AROUND STRUCTURE TO BE HAND TAMPERED IN 6" LIFTS. (BACKFILL METHOD B). 14. INLET WALLS SHALL BE FORMED BOTH INSIDE AND OUTSIDE. CASTINGS OF SIDEWALLS AGAINST EARTH IS NOT PERMITTED. 15. LEAN CONCRETE FILL TO BE F' =2000 PSI. I 16. DOUBLE NO. 16 INLETS ARE TO BE INSTALLED ON A TANGENT (STRAIGHT) PORTION OF I CURB ONLY AND SHALL NOT BE INSTALLED WITHIN A CURB RADIUS OR OTHER CURVILINEAR I CURB AND GUTTER SECTIONS. * STATION AND OFFSET DISTANCES ARE TO THE CENTER LINE OF THE STRU AT THE PROJECTED GUTTER FLOW LINE. ' 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 (TRANSITION) IS 2" Ma MI SBURG HOLT & ULLEVIG Computer File Information Index of Revisions ur As Constructed NORTH COLLEGE AVENUE/ Project No./Code Creation Date: 12/12/02 Initials: CDT RIVERSIDE AVENUE IMPROVEMENTS '+his . DEI No Revisions: AQC 2873-1 17 Last Modification Date: 12/12/02 Initials: CDT CallolForlcollms COLORADO DEPARTMENT DRAINAGE DETAILS STA 0142-039 Full Path: K:\00230\ACAD\SHEET CITY OF FORT COLLINS 22 TRANSPORTATION Designer: ELL CDT 281 NORTH COLLEGE AVENUE 220E E. HWY. 402 Revised: g / 13614 & 14148 Drawing File Name: D00230DET04.dwg FORT COLLINS, co 80522 Phone: 9 0-6680 4670 Detailer. CDT Phone: 970-221 —6605 FAX: 970-669-0289 Acad Ver. 2000i Scale: Units: ENGLISH FAX: 970-221 —6378 Region 4 DMM PJG Void: Sheet Subset: DRAINAGE Subset Sheets: DD-3 of 4 Sheet Number 38 C --1 280 9 EXTEND RIPRAP TO HEIGHT OF CULVERT OR NORMAL CHANNEL WHICHEVER IS SMALLER RIPRAP THICKNESS ON CHANNEL SIDE SLOPES EQUAL TO 1.5d50 o RIPRAP THICKNESS ON DOWNSTREAM CHANNEL EQUAL TO 2d50 z A :1 MAX UM in DOWNSTREAM CHANNEL LIMITS OF RIPRAP Computer File Information Creation Date: 12/12/02 Initials: CDT I Last Modification Date: 12/12/02 Initials: CDT I Full Path: Drawing File Name: Acad Ver. 2000i K:\00230\ACAD\SHEET D00230DET03.dwg Scale: Units: ENGLISH SECTION A -A RIPRAP DETAIL FOR PIPE OUTLETS 7B Index of Revisions (CLASS A) BELOW RIPRAP 6iik CLLp of Fun Collins CITY OF FORT COLLINS 281 NORTH COLLEGE AVENUE FORT COLLINS, CO 80522 Phone: 970-221 —6605 FAX: 970-221 —6378 NOTES: 1. D= INSIDE DIAMETER OF CORRUGATED STEEL PIPE. 2. ALL CONNECTIONS, STRUCTURE EXCAVATION, AND EXTRA WORK REQUIRED TO MODIFY OTHER PAY ITEMS SHALL BE INCLUDED IN THE COST OF THE STEEL END SECTION. END SECTION FOR CORRUGATED STEEL PIPE OUTLET NO. LOCATION DIMENSIONS QUANTITIES NOTES D in) W I (ft L ft RIPRAP TYPE d50 in RIPRAP (CY GEOTEXTILE (CL A)(S.Y. H3 2+39, 18.3' RT. 15 12.0 6 L 9 8.0 24.0 NOTES: 1. THESE QUANTITIES TABULATION OF RIPRAP AND FILTER MATERIAL AT CULVERT OUTLETS HAVE BEEN CARRIED FORWARD TO THE TABULATION OF STORM DRAIN SYSTEM. As Constructed fi,r, No Revisions: COLORADO DEPARTMENT OF TRANSPORTATION 2207 E. HWY. 402 Revised: LOVELAND, CO 80537 Phone: 970-667-4670 FAX: 970-669-0289 Void: Region 4 DMM PJG NORTH COLLEGE AVENUE/ RIVERSIDE AVENUE IMPROVEMENTS DRAINAGE DETAILS Designer: ELL/CDT Detailer: CDT Sheet Subset: DRAINAGE I Subset Sheets: DD-4 of FEISBURG HOLT & ULLEVIG Project No./Code AQC 2873-117 STA 0142-039 i[«.0i[W-:3111M[NEV. 4] Sheet Number 39 s i 280 9 0' TO 15' _I 2' 4" !6P - / SIOIL EXISTING COMPOSITE WEST 2 H.C.L. 17' 6'• SIDEWALK* BIKE PATH 3.67' CONCRETE BAND VARIES** v L6" CONCRETE (TYP.) 2.5' NORTH COLLEGE H.C.L. 81' 10.5' 10.5' 12'• 12' 9' 12' TRAVEL LANE TRAVEL LANE MEDIAN ILEFT TURN LANE WEST 2 PGL LANDSCAPED MEDIANO WITH SPLASH PLATE 1 1 z " CONCRETE PAVEMENT*** 6" AGGREGATE BASE COURSE (CLASS 6) VARIES** EXISTING GROUND UNDISTURBED CURB AND GUTTER—/ I CURB AND GUTTER - (NO TOPSOIL REQUIRED) TYPE 2 SECTION IIB L TYPE 2 SECTION IB STA. 13+88 TO 20+50 0' TO 31 ' - 1 2_' 1 _ 4" TO�PS7OIL 4'/4" TO 7" EXISTING CONCRETE PAVEMENT 8' SIDEWALK* 2% 7' LANDSCAPED PARKWAY �6'CONCRETE (TYP.) EXISTING GROUND UNDISTURBED (NO TOPSOIL REQUIRED) s M 0 6" SCARIFIED AND ;URB AND GUTTER TYPE 2 SECTION IB 12' TRAVEL LANE 11 11� " CONCRETE PAVEMENT*** EAST 2 H.C.L. 12' 12' TRAVEL LANE I RIGHT TURN LANE 6" AGGREGATE BASE COURSE (CLASS 6) EAST 2 PGL � 1 - a is7s.'�sileiditail�a.JS�IfL::4'�£S�L�l�LF �d��d��.}Di{�}kS�kl!%YlCfl:sict s.=s._� s 6" SCARIFIED AND RECOMPACTED CI IRrRAnF* Nr_UUM1'AU1LU JUUUKAUL• I YPICAL SLC I IUN NORTH COLLEGE AVENUE • WIDTH OF OUTSIDE TRAVEL LANE VARIES BASED ON RAILROAD CROSSING SEE ROADWAY LOOKING NORTH FROM PLAN SHEET PL-6 FOR RAILROAD LOCATION. U.P.R.R. TO CHERRY STREET STA. 19+10 TO STA. 20+22 NOTE: FROM STA. 19+10 TO 19+46 NO CENTER CURB OR MEDIAN. 10171/i" SCARIFIED AND RECOMPACTED SUBGRADE AT CURB AND GUTTER.* WEST 3 H.C.L. NORTH COLLEGE H.C.L. .; 66.5' —85' VARIES VARIES 82.5' 12' TO 0' 12' 12' TO 14.5' 8' 10.5' 12' BIKE PATH RIGHT TURN LANE TRAVEL LANE TRAVEL LANE TRAVEL LANE LANDSCAPED MEDIAN* 6" AGGREGATE BASE WITH CONCRETE CURB AND GUTTER RETAINING WALL COURSE (CLASS 6) 10" HOT BITUMINOUS TYPE 2 (SPECIAL) WEST 3 PGL PAVEMENT (GR. S) (100)(PG 64-28) CURB AND GUTTER TYPE 2 (SPECIAL) 2% VARIES ::nr nfTl IL IIL 1^11( CURB AND GUTTER TYPE 2 SECTION IIB (2)J 6" SCARIFIED AND 12' 9' RECOMPACTED SUBGRADE* LEFT TURN LANE MEDIAN LANDSCAPED MEPPIANG WITH SPLASH PTE CURB AND GUTTERII] TYPE 2 SECTION IBI I T CU ER TYPB 2 NSECTI TT B CURB AND GUTTER TYPE 2 SECTION IIB BIKE' PATH 17' SIDEWALK* 3.67' CONCRETE BAND EAST 3 H.C.L. VARIES 12' 0' TO 12' 2.5'1 600 TRAVEL LANE BIKE PATH 6" AGGREGATE BASE 6" CONCRETE (TYP. COURSE (CLASS 6) EAST 3 PGL 10" HOT BITUMINOUS PAVEMENT (GR. S) (100)(PG 64-28) VARIES* i I r EXISTING PAVEMENT CURB TYPE 2 SECTION B 0.5' TO 11 LANDSCAPING � 17' i SIDEWALK* z 3.67' o; 0' TO 8' CONCRETE -m, BAND ; U) VARIES** x L.L.I �! �— 6" SCARIFIED AND L_O*—CURB AND GUTTER RECOMPACTED SUBGRADE* TYPE 2 SECTION IIB V NEW R.O.W. IS ALONG BACK OF SIDEWALK FROM STA. 22+73 TO STA. 23+75. BUILDING ENDS AT STA. 22+96. -777:::77 TYPICAL SECTION = s NORTH COLLEGE AVENUE SS,o;����N��"'' LOOKING NORTH FROM NOTES: *COST TO BE -INCLUDED -IN THE WORK. CHERRY STREET TO B.N.S.F. **SEE GRADING AND EROSION CONTROL PLAN SHEETS EC3—EC11 FOR CROSS —SLOPE DETAILS. STA. 21+40 TO STA. 23+75 IN FELS$URG ***SEE CONCRETE PAVEMENT JOINT DETAIL SHEETS CJ1—CJ5 FOR JOINTING DETAILS. 16" SCARIFIED AND RECOMPACTED SUBGRADE AT CURB AND GUTTER.* H O LT & • SEE SITE DETAIL SHEETS LS8—LS11 FOR MEDIAN, SIDEWALK, AND BIKEPATH DETAILS. rl SEE ROADWAY PLAN SHEETS PL5—PL11 FOR DRIVEWAY LOCATIONS. ULLEVIG Computer File Information Index of Revisions o As Constructed NORTH COLLEGE AVENUE/ Project No./Code Creation Date: 09/27/01 Initials: zv ____ RIVERSIDE AVENUE IMPROVEMENTS Last Modification Date: 03/25/03 Initials: zV . CON ,,r1�)11Collins COLORADO DEPARTMENT No Revisions: TYPICAL SECTIONS AQC 2873-1 17 STA 0142-039 Full Path: K:\00230\ACAD\SHEET CITY OF FORT COLLINS OF TRANSPORTATION Designer: MRH g 0 281 NORTH FORT COLLEGE AVENUE 2207 L. HWY. 102 80537 COLLINS, co 80522 Phone: Phone: Revised: 13614 & 14148 Drawing File Name: R00230TYP01A.dwg Detailer: SED Q 7 —6 970-667-4670 Phone: 970-221 —6605 FAX: 970-221 —6378 Fax: 970-669-0289 Region 4 DMM PJG Void: 7 Sheet Number 4 Acad Ver. 2000i Scale: Units: ENGLISH Sheet Subset: TYPICAL Subset Sheets: TY-2 of - C-1 9 • i 9 I 0 g �1 280 9 t NORTH COLLEGE AVENUE STA. 15+71.17= t4 � r 0 100 200 ORIGINAL SCALE: 1 "=200' NOTE: GEOMETRY FOR JEFFERSON STREET/RIVERSIDE AVENUE BETWEEN STATIONS 108+00 AND 150+00 IS PROVIDED FOR INFORMATION ONLY. RE c+, 6/ONA�� FELSBURG HOLT & ULLEVIG Computer File Information 0 Index of Revisions ol' ----�--�-- -- _- - Llt�O'FortCo tns COLORADO DEPARTMENT CITY OF FORT COLLINS OF TRANSPORTATION 2207 E. HWY. 402 281 NORTH COLLEGE AVENUE LOVELAND, CO 80537 FORT COLLINS,CO 80522 Phone: 970-667-4670 Phone: 970-221 —6605 FAX: 970-669-0289 FAX: 970-221-6378 Region 4 DMM PJG As Constructed NORTH COLLEGE AVENUE RIVERSIDE AVENUE IMPROVEMENTS GEOMET I LA Project No./Code Creation Date: 09/28/01 Initials: zV No Revisions: AQC 2873-117 STA 0142-039 Last Modification Date: 03/25/03 Initials: zV Revised: Designer: MRH 13614 & 14148 Full Path: K:\00230\ACAD\SHEET Detailer. zV Drawing File Name: M00230GEM01.DWG Void: Sheet Number 41 Sheet Subset: Subset Sheets: GP-2 of 4 Acad Ver. 2000i Scale: Units: ENGLISH C -1 280 + .. G coo tV C —1 280 9 ComDuter File Information Creation Date: Last Modification Date Full Path: Drawing File Name: Acad Ver. 2000i J L Z � r 0 100 200 ORIGINAL SCALE: 1 "=200- 12/18/02 Initials: JMH 03/26/03 Initials: ZV K:\00230\ACAD\SHEET MO023OGEM04.DWG Scale: Units: ENGLISH NOTE: 0, W# DENOTES A CURVE. SEE CURB PAN HORIZONTAL CURVE DATA TABLE ON SHEET GP-1 FOR INFORMATION. X DENOTES TANGENT. SEE CURB PAN TANGENT DATA TABLE ON SHEET GP-1 FOR INFORMATION. Index of Revisions 6ak City o(Fort Collins CITY OF FORT COLLINS 281 NORTH COLLEGE AVENUE FORT COLLINS, CO 80522 Phone: 970-221 —6605 FAX: 970-221 —6378 ar As Constructed No Revisions: COLORADO DEPARTMENT OF TRANSPORTATION 2207 E. HWY. 402 Revised: LOVELAND, CO 80537 Phone: 970-667-4670 FAX: 970-669-0289 Vold: Region 4 DMM PJG NORTH COLLEGE AVENUE/ RIVERSIDE AVENUE IMPROVEMENTS CURB PAN GEOMETRIC PLAN Designer: MRH Detailer: J M H Sheet Subset: PFELSBURG r/ HOLT & ULLEVIG Project No./Code AQC 2873-117 STA 0142-039 13614 & 14148 Subset Sheets: GP-4 of 41 Sheet Number 43 C •Y 280 9 U _l zBu 0 ac ft C..1 280 or CONSTRUCTION ON SH 14 EAST AND US 287 SOUTH DELAYS EXPECTED ALTERNATE ROUTES ADVISED CHERRY STREET APLE STREET MOUNTAIN AVENUE T Ld Z Lli 7ENDQ DOUR CD w C) O T�C0 i z � W w w o � _z _1 C/) *LINCOLN AVENUE Q w r � 12 MULBERRY STREET LEGEND 1. THE DETOUR IS TO BE IMPLEMENTED AS AN EARLY ACTION AND REMAIN THROUGHOUT PROJECT CONSTRUCTION. 2. TEMPORARY SIGNALS WILL BE REQUIRED AT THE FOLLOWING INTERSECTIONS ALONG THE DETOUR ROUTE: *LINCOLN AVENUE AND WILLOW STREET *WILLOW STREET AND LINDEN STREET SEE PROJECT SPECIFICATIONS FOR DETAILS. =moo, DIRECTION OF TRAFFIC F SIGN (SHOWN FACING LEFT) ® WORK SPACE TRUCK ROUTE [�IETOUA� ELEAST 14 O O TRUCK ROUTE [DETOUR�J AST 14 LL4"j O O VINE DRIVE JTRUCK OUTE j LDETOUJ C RTH 14 4 12 CONSTRUCTION ON SH 14 AND US 287 AHEAD TRUCK ROUTE DETOUR TO LEMAY AVENUE Computer File Information 0 Index of Revisions anO>P�P>mrg CITY OF FORT COLLINS 281 NORTH COLLEGE AVENUE CO FORT Phone:: 970— ,221 — 80522 70——6605 FAX: 970-221 —6378 Creation Date: 02/13/03 Initials: SED Last Modification Date: 03/20/03 Initials: JGF Full Path: K:\00230\ACAD\SHEET Drawing File Name: T00230CTC90.dwg Acad Ver. 2000i Scale: 1 "=1000' Units: ENGLISH TRUCK ROUTE W Z J n as 'F O rROUTEI K LDE' NORTH 14 �U ®10 P ,i "► F STATE HIGHWAY 14 END �ETOUR A. PROSPECT ROAD As Constructed °EIf'N No Revisions: CO LRPTTN ENT OTANSORAIIO 2207 E. HWY. 402 Revised: LOVELAND, CO 80537 Phone: 970-667-4670 FAX: 970-669-0289 Void: Reqion 4 DMM/PJG N EXIT 269 i N J L r 0 500 1000 SCALE: 1 "=1000' NORTH COLLEGE AVENUE/ RIVERSIDE AVENUE IMPROVEMENTS TRUCK ROUTE DETOUR PLAN Designer: SED Detailer: SED CONSTRUCTION ON SH 14 WEST AND US 287 NORTH DELAYS EXPECTED ALTERNATE ROUTES ADVISED Ai FMSBURG HOLT & ULLEVIG Project No./Code AQC 2873-117 STA 0142-039 13614 & 14148 Sheet Subset: TRAFFIC Subset Sheets: CTC-2 of 221 Sheet Number ri"1 9 Q O U SECTION A —A N LEGEND PHASE 1A CONSTRUCTION PHASE 1B CONSTRUCTION MULBERRY STREET NOTE: THE CONSTRUCTION PHASING GRAPHICALLY DEPICTED ON THESE DRAWINGS IS SUGGESTED ONLY. THE CONTRACTOR MAY SUBMIT A REVISED PLAN BUT IMPLEMENTATION OF ANY REVISED PLAN MUST HAVE APPROVAL OF THE ENGINEER. ? TRAFFIC OPERATIONS CONSTRUCTION OPERATIONS X 1. TRAFFIC ON RIVERSIDE AVENUE WILL BE ONE LANE 1. INSTALL TEMPORARY TRAFFIC SIGNALS; MASK N IN EACH DIRECTION AND TRAFFIC WILL BE SHIFTED EXISTING SIGNALS; ALIGN SIGNALS TO TO THE WEST SIDE OF RIVERSIDE AVENUE. COMPLEMENT THIS CONSTRUCTION PHASE. % 2. TRAFFIC ON MULBERRY STREET WILL BE ONE LANE 2. CONSTRUCT ELEMENTS WITHIN THE WORK SPACE J L IN EACH DIRECTION AND TRAFFIC WILL BE SHIFTED TO THE MIDDLE OF MULBERRY STREET. AS HIGHLIGHTED. PHASE 1A CONCRETE PANELS AS DETAILED ON THIS SHEET SHALL BE LEGEND 3. THE WESTBOUND TO NORTHBOUND RIGHT TURN CONSTRUCTED AND OPENED WITHIN 48 HOURS OF BEGINNING THIS PHASE OF CONSTRUCTION. MOVEMENT WILL BE RESTRICTED DURING PHASE X�Z411,7,10 1A CONSTRUCTION. DIRECTION OF TRAFFIC 4. LEFT TURN MOVEMENTS WILL BE RESTRICTED ON RIVERSIDE AVENUE. 0 30 60 RIVERSIDE AVENUE/ WORK SPACE MULBERRY STREET 11FELSBURG 5. IMPLEMENT DETOUR ON SHEET CTC-3. rl HOLT & Computer File Information Index of Revisions Lon6LO-T] SCALE: 1 "=60' PHASE 1A/1B ULLEVIG Creation Dote: 02/13/03 Initials: SED As Constructed NORTH COLLEGE AVENUE/ Project No./Code ial — RIVERSIDE AVENUE IMPROVEMENTS Lost Modification Dote: 03/20/03 Initials: JGF CON 01 Folt Collins DEI -I I I No Revisions: CONSTRUCTION PHASING AQC 2873-117 COLORADO DEPARTMENT STA 0142-039 Full Path: K:\00230\ACAD\SHEET O CITY OF FORT COLLINS OF TRANSPORTATION 281 NORTH COLLEGE AVENUE 2207 E. HWY. 402 Revised: Designer: SED FORT LOVELAND, CO 80537 Mi 13614 & 14148 Drawing File Name: T00230CTC30.dwg COLLINS, CO 80522 Phone: 970-667-4670 UVL iler- SED Phone: 970-221-6605 FAX: 970-669-028 Void Acad Ver. 2000i Scale: 1 "=60' Units: ENGLISH FAX: 970-221-6378 2 Region 4 DMM/PJG Sheet Subset: TRAFFIC Subset Sheets: CTC-3 of 22 Sheet Number 47 o C-1 280 9 I NOTE: THE CONSTRUCTION PHASING GRAPHICALLY DEPICTED ON THESE DRAWINGS IS SUGGESTED ONLY. THE CONTRACTOR MAY SUBMIT A REVISED PLAN BUT IMPLEMENTATION OF ANY REVISED PLAN MUST HAVE APPROVAL OF THE ENGINEER. TRAFFIC OPERATIONS 1. TRAFFIC ON RIVERSIDE AVENUE WILL BE ONE LANE IN EACH DIRECTION AND TRAFFIC WILL BE SHIFTED TO THE EAST SIDE OF RIVERSIDE AVENUE. 2. TRAFFIC ON MULBERRY STREET WILL BE ONE LANE IN EACH DIRECTION AND TRAFFIC WILL BE SHIFTED TO THE MIDDLE OF MULBERRY STREET. 3. LEFT TURN MOVEMENTS WILL BE RESTRICTED ON RIVERSIDE AVENUE. 4. DETOUR AS DEPICTED ON CTC-3 REMAINS. Computer File Information Creation Date: Last Modification Date: Full Path: Drawing File Name: Acad Ver. 2000i 1, 02/13/03 Initials: SED 03/20/03 Initials: JGF 0 K:\00230\ACAD\SHEET T00230CTC31.dwg Scale: 1 `60' Units: ENGLISH Index of Revisions wm♦ DIHECIIUN ur INArrIU M WORK SPACE 6;ak cite of r� ort C.'ollu�s CITY OF FORT COLLINS 281 NORTH COLLEGE AVENUE FORT COLLINS, CO 80522 Phone: 970-221 —6605 FAX: 970-221 —6378 0T 0 30 60 SCALE: 1 "= 60' As Constructed "11' °' No Revisions: COLORADO DEPARTMENT OF TRANSPORTATION 2207 E. HWY. 402 Revised: LOVELAND, CO 80537 Phone: 970-667-4670 FAX: 970-669-0289 Vold: Reaion 4 DMM/PJG RIVERSIDE AVENUE/ MULBERRY STREET PHASE 2 _BERRY STREET o P` U • W 15�A FELSBURG HOLT & ULLEVIG NORTH COLLEGE AVENUE/ Project No./Code RIVERSIDE AVENUE IMPROVEMENTS AQC 73-117 CONSTRUCTION PHASING STTA 01842-039 Designer: SED 13614 & 14148 Detailer: SED Sheet Subset: TRAFFIC Subset Sheets: CTC-4 of 22 Sheet Number 48 11 280 9 1 v NOTE: THE CONSTRUCTION PHASING GRAPHICALLY DEPICTED ON THESE DRAWINGS IS SUGGESTED ONLY. THE CONTRACTOR MAY SUBMIT A REVISED PLAN BUT IMPLEMENTATION OF ANY REVISED PLAN MUST HAVE APPROVAL OF THE ENGINEER. TRAFFIC OPERATIONS 1. TRAFFIC ON RIVERSIDE AVENUE WILL BE ONE LANE IN EACH DIRECTION AND TRAFFIC WILL BE SHIFTED TO THE OUTSIDE OF RIVERSIDE AVENUE. 2. TRAFFIC ON MULBERRY STREET WILL BE ONE LANE IN EACH DIRECTION AND TRAFFIC WILL BE SHIFTED TO THE MIDDLE OF MULBERRY STREET. 3. THE NORTHBOUND TO WESTBOUND LEFT TURN MOVEMENT WILL BE RESTRICTED. Computer File Information Creation Date: 02/13/03 Initials: SED Last Modification Date: 03/20/03 Initials: JGF Full Path: K:\00230\ACAD\SHEET Drawing File Name: T0023OCTC32.dwg Acad Ver. 2000i Scale: 1 "=60' Units: ENGLISH CONSTRUCTION OPERATIONS 1. CONSTRUCT CONCRETE PAVEMENT AS SHOWN FOR PHASE 3. THESE PANELS SHALL BE CONSTRUCTED WITH HIGH EARLY STRENGTH CONCRETE. Index of Revisions LEGEND mwdh� DIRECTION OF TRAFF. _ WORK SPACE 6iil City of Fon Collins CITY OF FORT COLLINS 281 NORTH COLLEGE AVENUE FORT COLLINS, CO 80522 Phone: 970-221 —6605 FAX: 970-221 —6378 12' 12',2'. 8' 11.25' 8.5' .2'.2'. 12' WORK ZONE I� 1 SECTION A —A \ f v �I �V I SCALE: 1 .• As Constructed "' 1,1 �""""°�'" "" No Revisions: COLORADO DEPARTMENT OF TRANSPORTATION 2207 E. HWY. 402 Revised: LOVELAND, CO 80537 Phone: 970-667-4670 FAX: 970669-0289 Void: Region 4 DMM PJG 1 MULBERRY STREET RIVERSIDE AVENUE/ MULBERRY STREET PHASE 3 NORTH COLLEGE AVENUE/ RIVERSIDE AVENUE IMPROVEMENTS CONSTRUCTION PHASING Designer: SED Detailer: SED SS�ONAi E . FELSBURG HOLT & ULLEVIG Project No./Code AQC 2873-117 STA 0142-039 13614 & 14148 Sheet Subset: TRAFFIC Subset Sheets: CTC-5 of 22 1 Sheet Number 49 C-1 280 9 1 C.2 C EXISTING PAVEMENT N (Vj M !19�- CD z V) x w 10' SIDEWALKO 3.67' CONCRETE BAN D WEST 3 H.C.L. 6,• - w -, IKE PATH EST 3 PGL 1% 6" CONCRETE (TYP.) CURB TYPE 2j SECTION M SPECIAL SEE DETAIL SHEET DET-1 FOR DETAILS 10" HOT BITUMINOUS PAVEMENT (GR. S) (100)(PG 64-28) 51,i " HOT BITUMINOUS PAVEMENT (GR. S) (100)(PG 64-28) 2.5' TO 7' 4" TOPSOIL �'7 12' TRAVEL LANE VARIES VARIES 2' TO 5' 10' TO 7' 10" HOT BITUMINOUS PAVEMENT (GR. S) (100)(PG 64-28) 12' TRAVEL LANE EXISTING t y NORTH COLLEGE H.C.L. 1 67' TO 78.5' 8' 8' 4' , 12' STRIPED LEFT TURN LANE MEDIAN I 2' TO 5' EAST 3 H.C.L. VARIES VARIES 12' TO 14.5' 12' 3' TO 12' 2.5' 8' • 7' 8' 2' TRAVEL LANE TRAVEL LANE BIKE PATH LANDSCAPED SIDEWALK* VARIES VARIES PARKWAY 20' TO 6' 4' TO 1 1 ' 6" AGGREGATE BASE L(GR. "T BITUMINOUS COURSE (CLASS 6) ENT OVERLAY I EAST 3 PGL EXIST Li )(100)(PG64-28) i F 9' TING 2% r '' L L 6" SCARIFIED AND TYPICAL SECTION / Q RECOMPACTED SUBGRADE* N 0 RTH COLLEGE AVENUE CURB AND GUTTER LOOKING NORTH FROM TYPE 2 SECTION IIB g.N.S.F. TO POWER PLANT ACCESS STA. 24+80 TO STA. 25+80 1O 16" SCARIFIED AND RECOMPACTED SUBGRADE AT CURB AND GUTTER* NORTH 1 H.C.L. 10" HOT BITUMINOUS-J PAVEMENT (GR. S) L (100)(PG 64-28) 6" SCARIFIED AND RECOMPACTED SUBGRADE* CHERRY H.C.L. 63' TO 68' 6' 6' 12' LEFT TURN LANE 11' TRAVEL LANE EXISTING w -\— 6" CONCRETE (TYP.) TYPICAL SECTION CURB AND GUTTER 8" AGGREGATE BASE CHERRY STREET EXISTING GROUND UNDISTURBED /TYPE 2 SECTION IS COURSE (CLASS 6) (NO TOPSOIL REQUIRED) 6" SCARIFIED AND LOOKING EAST RECOMPACTED SUBGRADE* STA. 202+45 TO STA. 204+06 O2 (2)131,` " SCARIFIED AND RECOMPACTED SUBGRADE AT CURB AND GUTTER* NORTH 2 H.C.L. 32' TO 62.5' CHERRY H.C.L. no VARIES 5' 2.5' 6' 1 1 1 ' 7' TO 12' SIDEWALK BIKE LANE TRAVEL LANE LEFT TURN LANE VARIES VARIES 7' TO 12' 5" TO 10' NORTH 1 PGL 2'�t HOT BITUMINOUS 5 n HOT BITUMINOUS PAVEMENT OVERLAY PAVEMENT (GR. S) (GR. S)(100)(PG 64-28) (100)(PG 64-28) 2% EXISTING L6" CONCRETE (TYP.) CURB AND GUTTER TYPE 2 SECTION IIB 6' 1 10' 1 2.5' BIKE LANE I RIGHT TURN LANE I 2' 8' 2.5' VARIES VARIES 5' 1 1 ' TO 5.50' TO 12' VARIES 11 ' TO 14.5' VARIES VARIES TO 6.5' 5' TO 8' 5' 2.5 EXISTING SIDEWALK BIKE LANE TRAVEL LANE LEFT TURN LANE LANE BIKE LANE SIDEWALK 4" TOPSOIL EXISTING PAVEMENT MEgw EXISTING CURB AND GUTTER 5" HOT BITUMINOUS PAVEMENT (GR. S) (100)(PG 64-28) VARIES 4" NORTH 2 PGL 5'-20 TOPSOIL ULL DEPT PAVEMENT 2" HOT BITUMINOUS PAVEMENT 4 7 VARIES** OVERLAY (GR.S)(100)(PG 64-28) EXIS ING PAVEMENT iv EXISTING EXISTING r' 6" CONCRETE (TYP.) �U 2. 6" 8" AGGREGATE BASE"o W EXISTING GROUND UNDISTURBED COURSE CLASS 6 TYPICAL SECTION 23� NOTES: (NO TOPSOIL REQUIRED) ( ) *COST TO BE INCLUDED IN THE WORK. 5" HOT BITUMINOUS PAVEMENT WILLOW STREET EXISTING CURB (GR. S)(100)(PG 64-28) AND GUTTER ** SEE GRADING AND EROSION CONTROL PLAN SHEET 3 LOOKING EAST EC3—EC11 FOR CROSS —SLOPE DETAILS. 6" SCARIFIED AND 0 SEE DETAILS SITE DETAIL SHEETS LS8—LS1 1 FOR SIDEWALK AND BIKEPATH CURB AND GUTTER RECOMPACTED SUBGRADE* O3 13" SCARIFIED AND RECOMPACTED SO208+54 UBGRADE AT CURB AND GUTTER* H OSBTRG TYPE 2 SECTION IIB ULLEVIG SEE ROADWAY PLAN SHEETS PL5—PL11 FOR DRIVEWAY LOCATIONS. Computer File Information Index of Revisions of As Constructed NORTH COLLEGE AVENUE/ Project No./Code Creation Date: 09/27/01 Initials: zv «� t RIVERSIDE AVENUE IMPROVEMENTS Last Modification Date: 03/25/03 Initials: ZV 0 a�°if•.,<<,ii�n, No Revisions: AQC 2873-117 COLORADO DEPARTMENT TYPICAL SECTIONS STA 0142-039 Full Path: K:\00230\ACAD\SHEET O CITY OF FORT COLLINS OF TRANSPORTATION 281 NORTH COLLFCE AVLNUE 2207 F. HWY. 402 Revised: Designer: MRH 13614 & 14148 Drawing File Name: R00230TYP02A.dwg O FORT COLLINS, CO 80522 LOVELAND, CO 80537 Phone: 970 221 —6605 Phone: 970-667--4670 Detailer: SED Acad Ver. 20001 Scale: Units: ENGLISH FAX: : 970-- 1 21 —6 FAX: 970-669-0289 Void: Region 4 DMM PJG Sheet Subset: TYPICAL Subset Sheets: TY-3 of 7 Sheet Number 5 7 C-1 280 O cc f'V i NOTE: THE CONSTRUCTION PHASING GRAPHICALLY DEPICTED ON THESE DRAWINGS IS SUGGESTED ONLY. THE CONTRACTOR MAY SUBMIT A REVISED PLAN BUT IMPLEMENTATION OF ANY REVISED PLAN MUST HAVE APPROVAL OF THE ENGINEER. TRAFFIC OPERATIONS 1. TRAFFIC ON RIVERSIDE AVENUE WILL BE ONE LANE IN EACH DIRECTION AND TRAFFIC WILL BE SHIFTED TO THE WEST SIDE OF RIVERSIDE AVENUE. 2. TRAFFIC ON MULBERRY STREET WILL BE ONE LANE IN EACH DIRECTION AND TRAFFIC WILL BE SHIFTED TO THE OUTSIDE OF MULBERRY STREET. 3. LEFT TURN MOVEMENTS WILL BE RESTRICTED ON RIVERSIDE AVENUE. 4. DETOUR AS DEPICTED ON CTC-3 REMAINS. mo, DIREL;IIUN Ur IKAI•I-IU M WORK SPACE 0 30 60 SCALE: 1 "=60' RIVERSIDE AVENUE/ MULBERRY STREET PHASE 4 BERRY STREET FaSBURG HOLT & ULLEVIG Computer File Information Index of Revisions ar As Constructed NORTH COLLEGE AVENUE/ Project No./Code Creation Dote: 02/13/03 Initials: SED — RIVERSIDE AVENUE IMPROVEMENTS AQC _ i- o— 'IN,�''IIA 1� No Revisions: CONSTRUCTION PHASING STA 0142-039 Last Modification Date: 03/20/03 Initials: JGF 0 aty° t`°«c° „s COLORADO DEPARTMENT CITY OF FORT COLLINS OF TRANSPORTATION Designer: SED 13614 & 14148 Full Path: K:\00230\ACAD\SHEET 0 2207 E. HWY. 402 Revised: 281 NORTH COLLEGE AVENUE LOVELAND, CO 80537 FORT COLLINS, CO 80522 Phone: 970-667-4670 Detailer: SED Drawing File Name: T00230CTC33.dwg FAX: 970-221-637805 FAX: g7o-66DMM/ Void: Sheet Subset: TRAFFIC Subset Sheets: CTC-6 of 22 Sheet Number 50 Acad Ver. 2000i Scale: 1 =60 Units: ENGLISH � Region 4 DMM PJG C �l 280 NOTE: THE CONSTRUCTION PHASING GRAPHICALLY DEPICTED ON THESE DRAWINGS IS SUGGESTED ONLY. THE CONTRACTOR MAY SUBMIT A REVISED PLAN BUT IMPLEMENTATION OF ANY REVISED PLAN MUST HAVE APPROVAL OF THE ENGINEER. TRAFFIC OPERATIONS 1. TRAFFIC ON RIVERSIDE AVENUE WILL BE ONE LANE IN EACH DIRECTION AND TRAFFIC WILL BE SHIFTED TO THE EAST SIDE OF RIVERSIDE AVENUE. 2. TRAFFIC ON MULBERRY STREET WILL BE ONE LANE IN EACH DIRECTION AND TRAFFIC WILL BE SHIFTED TO THE OUTSIDE OF MULBERRY STREET. 3 ALL LEFT TURN MOVEMENTS EXCEPT THE WESTBOUND TO SOUTHBOUND MOVEMENT WILL BE RESTRICTED DURING PHASE 5A. THE SOUTHBOUND TO EASTBOUND LEFT TURN MOVEMENT WILL BE OPENED AT THE COMPLETION OF PHASE 5A. 4. DETOUR AS DEPICTED ON CTC-3 REMAINS. Computer File Information Creation Date: 02/13/03 Initials: SED Lost Modification Date: 03/20/03 Initials: JGF Full Path: Drawing File Name: Acad Ver. 2000i K:\00230\ACAD\SHEET T00230CTC34.dwg Scale: 1 "=60' Units: ENGLISH ndex of Revisions mwi DIRECTION OF TRAFFIC City of Fort Collins CITY OF FORT COLLINS 281 NORTH COLLEGE AVENUE FORT COLLINS, CO 80522 Phone: 970-221 —6605 FAX: 970-221 —6378 SPACE COLORADO DEPARTMENT OF TRANSPORTATION 2207 E. HWY. 402 LOVELAND, CO 80537 Phone: 970-667-4670 FAX: 970-669-0289 Reqion 4 DMM/PJG 0 30 60 SCALE: 1 "=60' As Constructed No Revisions: Revised: me MI _BERRY STREET RIVERSIDE AVENUE/ MULBERRY STREET PHASE 5 NORTH COLLEGE AVENUE/ RIVERSIDE AVENUE IMPROVEMENTS CONSTRUCTION PHASING Designer: SED Detailer: SED Sheet Subset: TRAFFIC Subset Sheets: p FaSBURG f� HOLT & ULLEVIG Project No./Code AQC 2873-117 STA 0142-039 13614 & 14148 CTC-7 of 221 Sheet Number 51 C-1 280 0 cc tv mw. ROW MULBERRY STREET - - - -------- Z NOTE: THE CONSTRUCTION PHASING GRAPHICALLY MIN "y X DEPICTED ON THESE DRAWINGS IS SUGGESTED ONLY. THE CONTRACTOR MAY SUBMIT A REVISED PLAN BUT IMPLEMENTATION OF ANY REVISED PLAN >; MUST HAVE APPROVAL OF THE ENGINEER. A, TRAFFIC OPERATIONS CONSTRUCTION OPERATIONS 1. TRAFFIC ON RIVERSIDE AVENUE WILL BE ONE LANE 1. CONSTRUCT CONCRETE PAVEMENT AS SHOWN FOR N ...... 'R IN EACH DIRECTION AND TRAFFIC WILL BE SHIFTED PHASE 6. THESE PANELS SHALL BE CONSTRUCTED TO THE OUTSIDE OF RIVERSIDE AVENUE. WITH HIGH EARLY STRENGTH CONCRETE. 2. TRAFFIC ON MULBERRY STREET WILL BE ONE LANE J L N\' IN EACH DIRECTION AND TRAFFIC WILL BE SHIFTED TO THE OUTSIDE OF MULBERRY STREET. LEGEND 'Y 3. ALL LEFT TURN MOVEMENTS WILL BE RESTRICTED. 4. DETOUR AS DEPICTED ON CTC-3 REMAINS. immilloo. DIRECTION OF TRAFFIC WORK SPACE 0 30 60 RIVERSIDE AVENUE/ FaSBURG MULBERRY STREET (IHOLT & SCALE: 1"=60' PHASE 6 ULLEVIG CornputerFile Information Index of Revisions oT As Constructed NORTH COLLEGE AVENUE/ Project No./Code Creation Date: 02/13/03 Initials: SED RIVERSIDE AVENUE IMPROVEMENTS AQC 2873-117 ia DEP11 11 N Lost Modification Date: 03/20/03 Initials: JGF COLORADO DEPARTMENT No Revisions: CONSTRUCTION PHASING STA 0142-039 OF TRANSPORTATION Full Path: K:\00230\ACAD\SHEET CITY OF FORT COLLINS 2207 E. HWY. 402 Revised: Designer: SED 13614 & 14148 281 NORTH COLLEGE AVENUE LOVELAND, CO 80537 T00230CTC35.dwg FORT COLLINS, CO 80522 Phone: 970-667-4670 Detailer: SED Drawing File Name: Phone: 970-221-6605 FAX: 970-669-0289 Void: Sheet Subset: TRAFFIC Subset Sheets: CTC-8 of 22 Sheet Number 52 Acad Ver. 2000i Scale: 1"=60' Units: ENGLISH FAX: 970-221-6-578 Region 4 DMM/PJG 7. C-i 280 9 ROAD WORK ON COLLEGE AVE AHEAD SUGGESTED DETOUR VIA VINE AND LINDEN CHERRY STREET MAPLE STREET F ENDTOUR I LAPORTE AVENUE MOUNTAIN AVENUE LLd (Y W O O Un Q W Q W CD w 0 U z END DETOUR DETOUR COLLEGE AVENUE ROAD WORK ON COLLEGE AVE AHEAD SUGGESTED DETOUR VIA LINDEN AND VINE s 1�F VINE DRIVE DETOUR / DETOUR COLLEINGE— A LL:1 ] COLLEGE AVENUE U �'�� DETOUR 000 !- COLLEGE O�\ AVENUE LINCOLN AVENUE ROAD WORK ON COLLEGE AVE AHEAD SUGGESTED DETOUR VIA LINDEN AND VINE N J L � r 0 500 1000 SCALE: 1 "=1000' v`,o�P60•R[ U.o `eesS;ONAI`E N. COLLEGE AVE. PA FaSBURG SUGGESTED LOCAL DETOUR rIHOLT & ULLEVIG Computer File Information O Index of Revisions oT a-k °—.11� I �-I '(1v'.,��°7 c �} r COLORADO DEPARTMENT CITY OF FORT COLLINS OF TRANSPORTATION 281 NORTH COLLEGE AVENUE 2207 E. HWY. 402 FORT COLLINS, CO 80522 Phone:LOVELA7 — 80537 Phone: 970-667-4670 Phone: 970-221 —6605 FAX: 970-669-0289 FAX: 970-221-6378 Region 4 DMM PJG As Constructed NORTH COLLEGE AVENUE/ RIVERSIDE AVENUE IMPROVEMENTS N. COLLEGE AVE. DETOUR PLAN Project No./Code Creation Date: 02/13/03 Initials: SED6 No Revisions: AQC 2873-117 STA 0142-039 Last Modification Date: 03/26/03 Initials: JGF Full Path: K:\00230\ACAD\SHEET Revised: Designer: SED g 13614 & 14148 Drawing File Name: T00230CTC15.dwg Detailer: SED Void: Sheet Number 53 Acad Ver. 2000i Scale: 1 "=1000' Units: ENGLISH Sheet Subset: TRAFFIC Subset Sheets: CTC-9 of 22 C -1 280 9 LL1 z Lj Q NOTE: THE CONSTRUCTION PHASING GRAPHICALLY DEPICTED ON THESE DRAWINGS IS SUGGESTED ONLY. THE CONTRACTOR MAY SUBMIT A REVISED PLAN BUT IMPLEMENTATION OF ANY REVISED PLAN MUST HAVE APPROVAL OF THE ENGINEER. TRAFFIC OPERATIONS 1. TRAFFIC ON NORTH COLLEGE AVENUE AND ALL SIDE STREETS WILL REMAIN IN THE EXISTING LOCATION MAINTAINING ALL EXCLUSIVE TURNING LANES. 2. TEMPORARY ONE LANE CLOSURES TO REMOVE MEDIAN ISLANDS BETWEEN JEFFERSON STREET AND THE UPRR ARE LIMITED TO 9AM THROUGH 3PM MONDAY—FRIDAY. Computer File Information Creation Date: 03/07/03 Initials: JMH Last Modification Date: 03/20/03 Initials: JGF Full Path: K:\00230\ACAD\SHEET Drawing File Name: TO0230CTC10.DWG Acad Ver. 2000i Scale: 1$$=100' Units: ENGLISH I tom`\ A� N CONSTRUCTION OPERATIONS 1. REMOVE MEDIANS AND ISLANDS ON NORTH COLLEGE AVENUE AND REPLACE WITH TEMPORARY HBP PATCHING. 2. INSTALL TEMPORARY TRAFFIC SIGNALS AT JEFFERSON STREET AND CHERRY STREET INTERSECTIONS AND AT UPRR. 3. CONSTRUCT ALLEY AND WILLOW STREET ACCESS. 4. CONSTRUCT DRIVEWAY AT NORTHWEST CORNER OF NORTH COLLEGE AND MAPLE STREET. LEI w U) w _1 CL 71 J DO'J- / 12 Co =of#, DIRECTION OF TRAFFIC M WORK SPACE Index of Revisions O OCih ul b7m Culli�s O CITY OF � FORT COLLINS 281 NORTH COLLEGE AVENUE O FORT COLLINS, CO 80522 Phone: 970-221 —6605 �1 FAX: 970-221 —6378 LEGEND ON -- U7 COLORADO DEPARTMENT OF TRANSPORTATION 2207 E. HWY. 402 LOVELAND, CO 80537 Phone: 970-667-4670 FAX: 970-669-0289 Region 4 DMM/PJG J` z I r o so 100 SCALE: 1 "=100' As Constructed No Revisions: Revised: Void: NORTH COLLEGE AVENUE PHASE 1 NORTH COLLEGE AVENUE/ RIVERSIDE AVENUE IMPROVEMENTS CONSTRUCTION PHASING 0.1 Designer: MRH Detailer: J M H p RE �QP�P••BA or 0 FELSBiTRG cc (IHOLT & ULLEVIG Project No./Code AQC 2873-117 STA 0142-039 13614 & 14148 Sheet Subset: TRAFFIC Subset Sheets: CTC-10 of 221 Sheet Number 54 C-1 2b0 8 c.� NOTE: THE CONSTRUCTION PHASING GRAPHICALLY DEPICTED ON THESE DRAWINGS IS SUGGESTED ONLY. THE CONTRACTOR MAY SUBMIT A REVISED PLAN BUT IMPLEMENTATION OF ANY REVISED PLAN MUST HAVE APPROVAL OF THE ENGINEER. TRAFFIC OPERATIONS 1. TRAFFIC ON NORTH COLLEGE AVENUE AND ALL SIDE STREETS WILL REMAIN IN THE EXISTING LOCATION MAINTAINING ALL EXCLUSIVE TURNING LANES. 2. TEMPORARY ONE LANE CLOSURES TO REMOVE MEDIAN ISLANDS BETWEEN JEFFERSON STREET AND THE UPRR ARE LIMITED TO 9AM THROUGH 3PM MON DAY- FRI DAY. Computer File Information Creation Date: 03/07/03 Initials: JMH Last Modification Date: 03/20/03 Initials: JGF Full Path: K:\00230\ACAD\SHEET Drawing File Name: T00230CTC10.DWG Acad Ver. 2000i Scale: 1 "=100' Units: ENGLISH I; 4' �I i 1 r Q now NORTH COLLEGE AVENUE _� __ I► v 2 - £5 ° WORK BY OTHERS tit 0 CONSTRUCTION OPERATIONS 1. REMOVE MEDIANS AND ISLANDS ON NORTH COLLEGE AVENUE AND REPLACE WITH TEMPORARY HBP PATCHING. 2. INSTALL TEMPORARY TRAFFIC SIGNALS LEGEND AT JEFFERSON STREET AND CHERRY STREET INTERSECTIONS AND AT UPRR. 3. CONSTRUCT ALLEY AND WILLOW STREET DIRECTION OF TRAFFIC ACCESS. WORK SPACE Index of Revisions 9& CLLN of Fort Collins CITY OF FORT COLLINS 281 NORTH COLLEGE AVENUE FORT COLLINS, CO 80522 Phone: 970-221 —6605 FAX: 970-221 —6378 7--� J I` x r 0 50 100 SCALE: 1 "=100' 6QbL'='TJ As Constructed °^ No Revisions: COLORADO DEPARTMENT OF TRANSPORTATION 2207 E. HWY. 402 Revised: LOVELAND, CO 80537 Phone: 970-667-4670 FAX: 970-669-0289 Void: Region 4 DMM PJG NORTH COLLEGE AVENUE PHASE 1 NORTH COLLEGE AVENUE/ RIVERSIDE AVENUE IMPROVEMENTS CONSTRUCTION PHASING Designer: MRH Detailer: JMH O `•w,a�a�ONAI�„�� MAAMSBURG (IHOLT & ULLEVIG Project No./Code AQC STA 2873-117 0142-039 13614 & 14148 Sheet Subset: TRAFFIC Subset Sheets: CTC-11 of 22 1 Sheet Number 55 C-1 280 Cox w' I wi MA' LE STRE T` 'va`ra ,w�:, rrsy:i Qj. ! PHASE 2A TRAFFIC OPERATIONS W C'LOSED F— B LEGEND PHASE 2A CONSTRUCTION PHASE 2B CONSTRUCTION PHASE 2A & 2B CONSTRUCTION DIRECTION OF TRAFFIC NOTE: THE CONSTRUCTION PHASING GRAPHICALLY DEPICTED ON THESE DRAWINGS IS SUGGESTED ONLY. THE CONTRACTOR MAY SUBMIT A REVISED PLAN BUT IMPLEMENTATION OF ANY REVISED PLAN MUST HAVE APPROVAL OF THE ENGINEER. �-► .� TRAFFIC OPERATIONS Ld PHASE 2A TRAFFIC f - ! 1. MOVE THE TEMPORARY TRAFFIC SIGNAL HEADS TO ALIGN WITH NEW •y f; /. APPROACH TRAFFIC LANES. 17' 17 ' WORK ZONE 2. TRAFFIC WILL BE SHIFTED TO THE EAST ON NORTH COLLEGE AVENUE. A c �-- A/il. Q 3. MAPLE STREET WILL BE CLOSED AND DETOURS WILL BE PUT IN PLACE. 4. TWO LANES OF TRAFFIC WILL BE OPEN ON SOUTHBOUND NORTH COLLEGE �� SECTION A—A� AVENUE SOUTH OF CHERRY STREET. SOUTHBOUND TRAFFIC WILL BE � � REDUCED TO ONE LANE FROM THE POUDRE RIVER BRIDGE TO CHERRY STREE 2'2' 4'* WORK Q ZONE "" �z !-Q' A 5. TWO LANES OF TRAFFIC WILL BE OPEN ON NORTHBOUND NORTH COLLEGE !!.`V AVENUE SOUTH OF THE UPRR. NORTHBOUND TRAFFIC WILL BE REDUCED TO ONE LANE FROM THE UPRR TO NORTH OF THE BNSF. `V ` , f 6. EXCLUSIVE TURN LANES WILL NOT BE PROVIDED ALONG NORTH COLLEGE SECTION B—B AVENUE. *WIDTH VARIES FROM 1' TO 4'- / \' 7. CHERRY STREET WILL BE RESTRICTED TO ONE LEFT TURN LANE. 8. JEFFERSON STREET WILL BE RESTRICTED TO ONE LANE IN EACH =X1 MAPLE STRLL�` DIRECTION. if PHASE 28 TRAFFIC 1. MAPLE STREET MUST REOPEN BEFORE PHASE 2B CAN BEGIN. W� PHASE 213 TRAFFIC OPERATIONS s w 2. CHERRY STREET WILL BE CLOSED AND DETOURS WILL BE PUT IN PLACE. O I Pn pwwE, . _ Y3 _ I" I d I ' !� 3. TWO LANES OF TRAFFIC WILL BE OPEN IN BOTH DIRECTIONS ON NORTH COLLEGE AVENUE EXCEPT ALONG SOUTHBOUND NORTH COLLEGE AVENUE NORTH OF CHERRY STREET. NORTH COLLEGE AVENUE— _ 4. EXCLUSIVE TURN LANES WILL NOT BE PROVIDED ALONG NORTH COLLEGE — — — — — 5. JEFFERSON STREET WILL BE RESTRICTED TO ONE LANE IN EACH DIRECTION. � � A — i — ��► CONSTRUCTION OPERATIONS 1. CONSTRUCT CONCRETE PAVEMENT AS SHOWN FOR PHASE 2A AT MAPLE LLJ STREET. 2. CONSTRUCT HBP PAVEMENT AS SHOWN FOR PHASE 2A NORTH OF _1 CHERRY STREET. C) 3. CONSTRUCT CONCRETE PAVEMENT AND PEDESTRIAN/BICYCLE FACILITIES AS 41' -_ SHOWN FOR 2B AT CHERRY STREET. i Q 4. CONSTRUCT HBP PAVEMENT AND PEDESTRIAN/BICYCLE FACILITIES AS 100/� SHOWN FOR PHASE 2B NORTH OF CHERRY STREET AND ON CHERRY STREET. 5. CONSTRUCT CONCRETE PAVEMENT AND PEDESTRIAN/BICYCLE FACILITIES AS CID SHOWN FOR BOTH PHASES 2A & 2B CONCURRENTLY WITH BOTH PHASES. 6. CONSTRUCT PORTIONS OF THE STORM WITHW ,TkiE CONSTRUCTION LIMITS DEPICTED ON THESE DRAWINGS. : 0 REG�'''r�� x .l, FELSBURG NORTH COLLEGE AVENUE xolJT SCALE: 1 "=100' °jOp,�,Hu,rov�+�``� PHASE 2 ULLEVIG Computer File Information Index of Revisions nr As Constructed NORTH COLLEGE AVENUE/ Project No./Code Creation Date: 03/07/03 Initials: JMH O ,----- RIVERSIDE AVENUE IMPROVEMENTS -- " No Revisions: AQC 2873-117 Last Modification Date: 03/26/03 Initials: JGF C6 of Foil Collins COLORADO DEPARTMENT CONSTRUCTION PHASING STA 0142-039 CITY OF FORT COLLINS OF TRANSPORTATION Designer: MRH Full Path: K:\00230\ACAD\SHEET 281 NORTH COLLEGE AVENUE 2207 E. HWY. 402 Revised: g 13614 & 14148 LOVELAND, CO 80537 Drawing File Name: T0023OCTCl1.DWG FORT COLLINS, co 80522 Phone: 970-667-4670 Detailer. JMH Phone: 970-221 —6605 FAX: 970-669-0289 Void: Sheet Number 56 Acad Ver. 2000i Scale: 1"=100' Units: ENGLISH FAX: 970-221-6378 Region 4 DMM PJG Sheet Subset: TRAFFIC Subset Sheets: CTC-12 of 22 C"l 280 9 WWI v LLJ L.IJ 1 Lli TOM Lli Q _ , t` J IL W STREET PHASE 2A TRAFFIC OPERATIONS f IJ J \ 1 1 ' .2'.2'.2'. � r 0 50 100 SCALE: 1 "=100' 30' 12',2',�, 11 WORK ZONE 1 _. uo 4 i- -- P \ 1. A i NORTH COLLEGE AVENUE 'v" LEGEND PHASE 2A CONSTRUCTION PHASE 2B CONSTRUCTION ® PHASE 2A & 2B CONSTRUCTION DIRECTION OF TRAFFIC NOTE: THE CONSTRUCTION PHASING GRAPHICALLY DEPICTED ON THESE DRAWINGS IS SUGGESTED ONLY. THE CONTRACTOR MAY SUBMIT A REVISED PLAN BUT IMPLEMENTATION OF ANY REVISED PLAN MUST HAVE APPROVAL OF THE ENGINEER. TRAFFIC OPERATIONS PHASE 2A TRAFFIC 1. MOVE THE TEMPORARY TRAFFIC SIGNAL HEADS TO ALIGN WITH NEW APPROACH TRAFFIC LANES. 2. TRAFFIC WILL BE SHIFTED TO THE EAST ON NORTH COLLEGE AVENUE. 3. MAPLE STREET WILL BE CLOSED AND DETOURS WILL BE PUT IN PLACE. 4. TWO LANES OF TRAFFIC WILL BE OPEN ON SOUTHBOUND NORTH COLLEGE AVENUE SOUTH OF CHERRY STREET. SOUTHBOUND TRAFFIC WILL BE REDUCED TO ONE LANE FROM THE POUDRE RIVER BRIDGE TO CHERRY STREET. 5. TWO LANES OF TRAFFIC WILL BE OPEN ON NORTHBOUND NORTH COLLEGE AVENUE SOUTH OF THE UPRR. NORTHBOUND TRAFFIC WILL BE REDUCED TO ONE LANE FROM THE UPRR TO NORTH OF THE BNSF. 6. EXCLUSIVE TURN LANES WILL NOT BE PROVIDED ALONG NORTH COLLEGE AVENUE. 7. CHERRY STREET WILL BE RESTRICTED TO ONE LEFT TURN LANE. 8. JEFFERSON STREET WILL BE RESTRICTED TO ONE LANE IN EACH DIRECTION. PHASE 213 TRAFFIC 1. MAPLE STREET MUST REOPEN BEFORE PHASE 2B CAN BEGIN. 2. CHERRY STREET WILL BE CLOSED AND DETOURS WILL BE PUT IN PLACE. 3. TWO LANES OF TRAFFIC WILL BE OPEN IN BOTH DIRECTIONS ON NORTH COLLEGE AVENUE EXCEPT ALONG SOUTHBOUND NORTH COLLEGE AVENUE NORTH OF CHERRY STREET. 4. EXCLUSIVE TURN LANES WILL NOT BE PROVIDED ALONG NORTH COLLEGE AVENUE. 5. JEFFERSON STREET WILL BE RESTRICTED TO ONE LANE IN EACH DIRECTION. CONSTRUCTION OPERATIONS 1. CONSTRUCT CONCRETE PAVEMENT AS SHOWN FOR PHASE 2A AT MAPLE STREET. 2. CONSTRUCT HBP PAVEMENT OVERLAY AS SHOWN FOR PHASE 2A NORTH OF CHERRY STREET TO FACILITATE CROSSOVER DETOURS IN SUBSEQUENT PHASES. 3. CONSTRUCT CONCRETE PAVEMENT AND PEDESTRIAN/BICYCLE FACILITIES AS SHOWN FOR 28 AT CHERRY STREET. 4. CONSTRUCT HBP PAVEMENT AND PEDESTRIAN/BICYCLE FACILITIES AS SHOWN FOR PHASE 2B NORTH OF CHERRY STREET AND ON CHERRY STREET. 5. CONSTRUCT CONCRETE PAVEMENT AND PEDESTRIAN/BICYCLE FACILITIES AS SHOWN FOR BOTH PHASES 2A & 2B CONCURRENTLY WITH BOTH PHASES. 6. CONSTRUCT PORTIONS OF THE STORM WFTH,'TH CONSTRUCTION LIMITS DEPICTED ON THESE DRAWINGS. �4?�..:;;G�s OW STEET � WILL. NORTH COLLEGEAV NU ' F PHASE 2 li Computer File Information Index of Revisions or As Constructed NORTH COLLEGE AVENUE/ Creation Date: 03/07/03 Initials: JMH RIVERSIDE AVENUE IMPROVEMENTS --:::f Last Modification Date: 03/26/03 Initials: JGF °` No Revisions 0 N STR U CTI 0 N P HAS I N G Full Path: K:\00230\ACAD\SHEET 0 Drawing File Name: T0023OCTC11.DWG Acad Ver. 2000i Scale: 1$$=100' Units: ENGLISH City of Fort Collins CITY OF FORT COLLINS 281 NORTH COLLEGE AVENUE FORT COLLINS, CO 80522 Phone: 970-221 —6605 FAX: 970-221 —6378 COLORADO DEPARTMENT OF TRANSPORTATION 2207 E. HWY. 402 Revised: LOVELAND, CO 80537 Phone: 970-667-4670 FAX: 970-669-0289 Void: Region 4 DMM PJG C Designer: MRH Detailer: J M H c6 ; 0,PNIVA FMSBURG ULLEVIG ittteewp° Project No./Code AQC 2873-117 STA 0142-039 13614 & 14148 Sheet Subset: TRAFFIC Subset Sheets: CTC-13 of 221 Sheet Number 57 C'-1 280 CHERRY ST. MAPLE ST. DETOUR MAPLE STREET ROAD CLOSED TO THRU TRAFFIC DEOR MOUNT ON BARRICADE F-: F-� V) U) Cn Z W O Q LAPORTE AVE. :2 MAPLE ST CLOSED AHEAD DETOUR VIA CHERRY ST END DETOUR CLOSED AREA BARRICADE (TYPE 3 M—B) DETOUR MAPLE STREET W Q W W I O U z y MAPLE ST CLOSED AT COLLEGE DETOUR VIA CHERRY ST MAPLE ST CLOSED AT COLLEGE DETOUR VIA CHERRY ST MAPLE ST CLOSED AT COLLEGE DETOUR VIA LAPORTE DETOUR MAPLE STREET a S� MAPLE ST CLOSED AHEAD DETOUR VIA CHERRY ST S�. THIS DETOUR IS TO BE IMPLEMENTED CONCURRENT WITH PHASE 2A CONSTRUCTION ON NORTH COLLEGE. � e• 86 FEL SBURG �' HOLT & ULLEVIG Computer File Information Index of Revisions of As Constructed NORTH COLLEGE AVENUE/ Project No./Code Creation Date: 03/14/03 Initials: JGF 6Rk _�__ RIVERSIDE AVENUE IMPROVEMENTS AQC 2873-117 OEI.°111� 11 ,,11.1°N No Revisions: MAPLE DETOUR STA 0142-039 Last Modification Date: 03/20/03 Initials: JGF ate °"°" °" °S COLORADO DEPARTMENT CITY OF FORT COLLINS OF TRANSPORTATION Designer: JGF 13614 & 14148 Full Path: K:\00230\ACAD\SHEET 2207 E. HWY. 402 Revised: 281 NORTH COLLEGE AVENUE LOVELAND, CO 80537 Drawing File Name: T00230CTC20.DWG FORT COLLINS, CO 80522 Phone: 970-667-4670 Detailer: JGF Phone: 970-221 —6605 FAX: 970-669-0289 Void: Sheet Number 58 Acad Ver. 2000i Scale: Units: ENGLISH FAX: 970-221-6378 Region 4 DMM PJG Sheet Subset: TRAFFIC Subset Sheets: CTC-14 of 22 C 4 280 9 �`1 280 b 00 N CO3 CONCRETE EDGE i' d A 0 z Ln3 0 wOf '11 U ALLEY ACCESS H.C.L. X o VARIES .. I-_ 9' 6.42' TO 7.42' 1 2.58' 2' ALLEY ACCESS PGL 4.5" HOT BITUMINOUS I� PAVEMENT (GR. S) AGGREGATE B SE 00)(PG 64-28) COURSE (CLASS 6 2% �Y % , CONCRETE EDGE L 6" SCARIFIED AND EXISTING GROUND UNDISTURBED RECOMPACTED SUBGRADE* (NO TOPSOIL REQUIRED) TYPICAL SECTION ALLEY LOOKING NORTH FROM MAPLE STREET TO CHERRY STREET STA. 0+19 TO 4+22 EAST 2 H.C.L. EXISTING GROUND UNDISTURBED (NO TOPSOIL REQUIRED) 4" TOPSOIL EXISTING COMPOSITE 7' 2.5' 15' SIDEWALK RIGHT TURN LANE -EAST 2 PGL / r 11 %t" CONCRETE I PAVEMENT*** VARIES** b�.'1 L 6" CONCRETE (TYP.) 3" TO 534" EXISTING HOT BITUMINOUS PAVING 1/4" TO 7" EXISTING DNCRETE PAVEMENT bc.1 4� 2" 21/z" 4" TOPSOIL (TYP.) 41/z " HOT BITUMINOUS PAVEMENT (GR. S) (100) (PG 64-28) DRIVE -OVER CURB & GUTTER PER LARIMER COUNTY URBAN AREA STREET STANDARDS SEE SHEET DE-1 FOR DETAILS RIVERSIDE H.C.L. 1 54' 12' TRAVEL LANE 6" AGGREGATE BASE COURSE (CLASS 6) 12' LEFT TURN LANE (TRAVEL LANE) -6" AGGREGATE BASE COURSE (CLASS 6) WILLOW BUSINESS ACCESS H.C.L. 1 18, 1, g, 4.5" HOT BITU 0 PAVEMENT (GR. (100)(PG 64-28) d 2' WORK BY OTHERS �WI W BUSINESS ACCESS PGL 6" AGGREGATE BASE COURSE (CLASS 6) 2% I2% TOPSOIL (TYP.) CONCRETE EDGE CONCR E EDGE 6" SCARIFIE AND EXISTING GROUND UNDIST BED RECOMPACTED UBGRADE* • 4:1 SLOPES NOT REQUIRED FROM STA. 5+59 (NO TOPSOIL REQUIRED TO STA. 7+00 ADJACENT TO EXISTING PARKING AREA. SEE SHEET EC-9 FOR GRADING DETAILS. TYPICAL SECTION WIL W STREET BUSINESS ACCESS L00 NG NORTH FROM WILLOW STREET STA. 5+59 TO 8+95 FAST 1 H.C.L. 15' TRAVEL LANE 11 1,2 " CONCRETE PAVEMENT*** EAST 1 PGL VARIES** VARI_ ES** L CURB AND GUTTER L/ TYPICAL SECTION L TYPE 2 SECTION IIB 6" SCARIFIED AND STREET 6" SCARIFIED AND RECOMPACTED SUBGRADE* RECOMPACTED SUBGRADE*JEFFERSON LOOKING SOUTHEAST FROM NORTH COLLEGE AVENUE STA. 106+19 TO STA. 107+92 RIVERSIDE H.C.L. 54' .5' 5'v 11'V 11'♦ 11'V 11'V 5'v PARKING TRAVEL LANE TRAVEL LANE TRAVEL LANE TRAVEL LANE PARKING CENTER LINE PIVOT POINT TO REMAIN AT SAME ELIEVATION ISTI 1 PIVOT NT� POINT 1 EXISTING CURB *COST TO BE INCLUDED IN THE WORK. AND GUTTER **SEE GRADING AND EROSION CONTROL PLAN SHEETS EC3-EC11 FOR CROSS -SLOPE DETAILS. ***SEE CONCRETE PAVEMENT JOINT DETAIL SHEETS CJ1-CJ5 FOR JOINTING DETAILS. SEE ROADWAY PLAN SHEETS PL5-PL11 FOR DRIVEWAY LOCATIONS. Computer File Information Index of Revisions Creation Date: 12/12/02 Initials: CDT Last Modification Date: 03/26/03 Initials: ZV 0 Full Path: K:\00230\ACAD\SHEET 0 Drawing File Name: R00230TYP03A.dwg Acad Ver. 2000i Scale: Units: ENGLISH EXISTING TYPICAL SECTION JEFFERSON STREET/RIVERSIDE AVENUE LOOKING SOUTHEAST TO WHEDBEE STREET STA. 107+92 TO STA. 131 +50 NOTE: REFER TO SHEET TY-7 CASE A DETAIL IF ASPHALT EXISTS IN CURB & GUTTER. U 7' Lgik COLORADO DEPARTM OF TRANSPORTATION CITY OF FORT COLLINS E. HWY. 401 281 NORTH COLAVENUE LANn, CO 80537 OVE LAND, LOVE FORT COLLINS, CO 80522 Phone: 970-667-4670 Phone: 970-221 -6605 FAX: 970-669-0289 FAX: 970-221 -6378 Reaion 4 DMM/PJG EXISTING z; X .5' 11' w W SIDEWALK z o. MATCH EXISTING m VARIES** URB AND GUTTER TYPE 2 SECTION IIB -EXISTING CURB AND GUTTER 21/4" TO 41/' " EXISTING HOT BITUMINOUS PAVEMENT r 41/4" PLANING L 21,' " HOT BITUMINOUS PAVEMENT OVERLAY 6 TO 7 EXISTING FELSBURG (GR. S)(100)(PG 64-28) CONCRETE PAVEMENT ' H O LT & V LANE WIDTHS ARE APPROXIMATE ULLEVIG As Constructed NORTH COLLEGE AVENUE/ Project No./Code RIVERSIDE AVENUE IMPROVEMENTS AQC 2873-117 ENT No Revisions: TYPICAL SECTIONS STA 0142-039 Revised: Designer: MRH 13614 & 14148 Detailer: CDT Void: Sheet Subset: TYPICAL Subset Sheets: TY-4 of 7 Sheet Number 6 C-1 NW 9 w LEGEND 1 PHASE 3A CONSTRUCTION PHASE 3A TRAFFIC OPERATIONS r, I; w u ll PHASE 3B CONSTRUCTION ¢. PHASE 3A do 3B CONSTRUCTION - "-•—'-r" - ..,��:.._..,_ :' - __, .LJ� � _.._ ��_.—� �� •__.�_ �__ !'• -.'•�' t�-' ,.fir _ � � a ... - r i -� —._ _ �i 0 _ - 1 I I DIRECTION OF TRAFFIC �i NORTH COLLEGE AVENUE -- � -�-_ -` I'�`_• -- — ,-- � ' �rn I _ — NOTE: THE CONSTRUCTION PHASING GRAPHICALLY '�� �`" DEPICTED ON THESE DRAWINGS IS SUGGESTED ONLY. THE CONTRACTOR MAY SUBMIT A REVISED PLAN BUT IMPLEMENTATION OF ANY REVISED PLAN (n MUST HAVE APPROVAL OF THE ENGINEER. ,pR r I � { �.. Ld L TRAFFIC OPERATIONS ��'=� PHASE 3A TRAFFIC U ,ZONE 2 2 2 12 12 !-� j - = 1. TRAFFIC WILL BE SHIFTED TO THE WEST ON NORTH COLLEGE AVENUE. C-D 2. WILLOW STREET WILL BE CLOSED AND DETOURS WILL BE PUT IN PLACE. Q ACCESS TO BUSINESSES NORTH AND SOUTH OF WILLOW STREET MUST BE A � MAINTAINED ON NORTH COLLEGE AVENUE. 3. TWO LANES OF TRAFFIC WILL BE PROVIDED IN BOTH DIRECTIONS ON SECTION A —A ��� : _ � " 15 NORTH COLLEGE AVENUE. WORK 2' 2' 2' 1 1 ' 1 1 1 1 13' �°',,� F 4. EXCLUSIVE TURN LANES WILL NOT BE PROVIDED ON NORTH COLLEGE ZONE AVENUE. I1t,: / / 5. JEFFERSON STREET WILL BE RESTRICTED TO ONE LANE IN EACH ° '' ' DIRECTION. SECTION B—B PHASE 3B TRAFFIC i 1. WILLOW STREET MUST OPEN BEFORE PHASE 3B CONSTRUCTION CAN 1 BEGIN. w W 2. TWO LANES OF TRAFFIC WILL BE OPEN ON SOUTHBOUND NORTH COLLEGE AVENUE SOUTH OF CHERRY STREET. SOUTHBOUND TRAFFIC WILL i BE RESTRICTED TO ONE LANE FROM CHERRY STREET TO THE POUDRE RIVER PHASE 313 TRAFFIC OPERATIONS j'; ! p� BRIDGE. II w 3. TWO LANES OF TRAFFIC WILL BE OPEN ON NORTHBOUND CHERRY STREET SOUTH OF THE UPRR NORTHBOUND TRAFFIC WILL BE RESTRICTED f EEt - - j _ TO ONE LANE FROM THE UPRR TO NORTH OF THE BNSF. i t • � i i L.n 4. EXCLUSIVE TURN LANES WILL NOT BE PROVIDED ON NORTH COLLEGE I� AVENUE NORTH COLLEGE AVENUE -" ♦— — 5. JEFFERSON STREET WILL BE RESTRICTED TO ONE LANE IN EACH I •S_ _ i j_ DIRECTION. Q 6. CHERRY STREET WILL BE RESTRICTED TO ONE LEFT TURN LANE. CONSTRUCTION OPERATIONS 1. CONSTRUCT CONCRETE PAVEMENT AND HBP PAVEMENT AS SHOWN FOR PHASE 3A ON WILLOW STREET. J 2. CONSTRUCT CONCRETE PAVEMENT AND PEDESTRIAN/BICYCLE FACILITIES AS SHOWN FOR PHASE 38. 3. CONSTRUCT HBP PAVEMENT do PEDESTRIAN/BICYCLE FACILITIES AS SHOWN FOR 0 PHASE 3B NORTH OF WILLOW STREET. '= Q 4. CONSTRUCT CONCRETE PAVEMENT do PEDESTRIAN/BICYCLE FACILITIES AS SHOWN FOR BOTH PHASES 3A & 3B CONCURRENTLY WITH BOTH PHASES. .......... �'R rn.. 5. CONSTRUCT PORTIONS OF THE STORM WITHIN THE CONSTRUC,te fif (��• DEPICTED ON THESE DRAWINGS. ..• 86 _. � Q r % -- r z .fin � i"� v� i� 0 50 100 FS••._..••��' j oneaearntuuo NORTH COLLEGE AVENUE SCALE: 1 =100 H O LT & PHASE 3 ULLEVIG Computer File Information Index of Revisions =11T As Constructed NORTH COLLEGE AVENUE/ Project No./Code Creation Date: 03/07/03 Initials: JMH O ____ RIVERSIDE AVENUE IMPROVEMENTS _ AC 2873117 / / 0 COLOR O DEPARTMENT No Revisions: CONSTRUCTION PHASING STA 01142-039 Last Modification Date: 03 27 03 Initials: JGF c„y �rF��,�, ��,�,�,,, Full Path: K:\00230\ACAD\SHEET CITY OF FORT COLLINS OF TRANSPORTATION neMRH Desi r: 2207 E. HWY. 402 Revised: g 281 NORTH COLLEGE AVENUE LOVELAND, CO 80537 13614 & 14148 Drawing File Name: T00230CTC12.DWG 0 FORT COLLINS, GO 80522 Phone, 970-667-4670 Detailer: JMH Phone: 970-221 —6605 FAX: 970-669-0289 Acad Ver. 2000i Scale: 1 =100 Units: ENGLISH FAX: 970-221-6378 Region 4 DMM PJG Void: Sheet Subset: TRAFFIC Subset Sheets: CTC-16 of 22 Sheet Number 60 C-1 28U 9 — LO — — — — — — — — — — - NORTH COLLEGE AVENUE PHASE 3A & 3B CONSTRUCTION ♦� DIRECTION OF TRAFFIC — =w► NOTE: THE CONSTRUCTION PHASING GRAPHICALLY DEPICTED ON THESE DRAWINGS S IS SUGGESTED • i � , ,• G Q ONLY. THE CONTRACTOR MAY SUBMIT A REVISED PLAN BUT IMPLEMENTATION OF ANY REVISED PLAN MUST HAVE APPROVAL OF THE ENGINEER. i r !„ z TRAFFIC OPERATIONS PHASE 3A TRAFFIC OPERATIONS PHASE 3A TRAFFIC 1. TRAFFIC WILL BE SHIFTED TO THE WEST ON NORTH COLLEGE AVENUE. 2. WILLOW STREET WILL BE CLOSED AND DETOURS WILL BE PUT IN PLACE. Q ACCESS TO BUSINESSES NORTH AND SOUTH OF WILLOW STREET MUST BE MAINTAINED ON NORTH COLLEGE AVENUE. 3. TWO LANES OF TRAFFIC WILL BE PROVIDED IN BOTH DIRECTIONS ON NORTH COLLEGE AVENUE. 4. EXCLUSIVE TURN LANES WILL NOT BE PROVIDED ON NORTH COLLEGE AVENUE. i 01 5. JEFFERSON STREET WILL BE RESTRICTED TO ONE LANE IN EACH DIRECTION. s• PHASE 313 TRAFFIC 1. WILLOW STREET MUST OPEN BEFORE PHASE 3B CONSTRUCTION CAN BEGIN. i� 2' 2 2' 12 8 2. TWO LANES OF TRAFFIC WILL BE OPEN ON SOUTHBOUND NORTH I i WORK COLLEGE AVENUE SOUTH OF CHERRY STREET. SOUTHBOUND TRAFFIC WILL 1 ZONE BE RESTRICTED TO ONE LANE FROM CHERRY STREET TO THE POUDRE RIVER I BRIDGE. 11 i--- W 3. TWO LANES OF TRAFFIC WILL BE OPEN ON NORTHBOUND CHERRY W ! STREET SOUTH OF THE UPRR NORTHBOUND TRAFFIC WILL BE RESTRICTED SECTION A —A TO ONE LANE FROM THE UPRR TO NORTH OF THE BNSF. TRAFFIC OPERATIONS z 4. EXCLUSIVE TURN LANES WILL NOT BE PROVIDED ON NORTH COLLEGE PHASE 313 TRH , r AVENUE. 1 0 50 100 �I I 5. JEFFERSON STREET WILL BE RESTRICTED TO ONE LANE IN EACH W ! _ DIRECTION. Z SCALE: 1 `100' 6. CHERRY STREET WILL BE RESTRICTED TO ONE LEFT TURN LANE. U.P.R.R. CONSTRUCTION OPERATIONS O 1. CONSTRUCT CONCRETE PAVEMENT AND HBP PAVEMENT AS SHOWN FOR 4 PHASE 3A ON WILLOW STREET. 1 T �/ _" . I ,-- � ,� + � � - � ,. •�� � e 2. CONSTRUCT CONCRETE PAVEMENT AND PEDESTRIAN/BICYCLE FACILITIES J 1 k — ��� AS SHOWN FOR PHASE 3B. �. ;, 1 1 � A �" � il 3. CONSTRUCT HBP PAVEMENT &PEDESTRIAN/BICYCLE FACILITIES AS SHOWN FOR PHASE 3B NORTH OF WILLOW STREET. t _ x S 4 CONSTRUCT CONCRETE PAVEMENT & PEDESTRIAN/BICYCLE SHOWN FOR BOTH PHASES 3A & 38 CONCURRENTLY WITH BOTH PHASESco FACILITIES A W _�_ 41 NORTH COLLEGE AVENUE 5. CONSTRUCT PORTIONS OF THE STORM WITHIN THE CONSTRUCTION LIMITS DEPICTED ON THESE DRAWINGS. T IN ELSBURG Q NORTH l�CO� COLLEGE AVEN%`�ss'��•'E���`' LT .� Toro n>r IH O & MLW STREET PHASE 3 „a,,,�s�«<�oso,: ,. A � ��,.� ULLEVIG Computer File Information Index of Revisions As Constructed NORTH COLLEGE AVENUE/ Project No./Code Creation Date: 03/07/03 Initials: JMH 6a ----- RIVERSIDE AVENUE IMPROVEMENTS AQC 2873-117 _— Last Modification Date: 03/27/03 Initials: JGF cat ,rr°lc°u;n, COLORADO DEPARTMENT No Revisions: CONSTRUCTION PHASING STA 0142-039 CITY OF FORT COLLINS OF TRANSPORTATION Designer: MRH 13614 & 14148 Full Path: K:\00230\ACAD\SHEET 0 2207 E HWY. 402 Revised: 281 NORTH COLLEGE AVENUE LOVELAND, CO 80537 FORT COLLINS, Co 80522 Detailer. JMH Drawing File Name: T00230CTC12.DWG � Phone: 970-667-4670 Phone: 970-22636aO5 FAX: 970-669-0289 Void: Sheet Subset: TRAFFIC Subset Sheets: CTC-17 of 22 Sheet Number 61 Acad Ver. 2000i Scale: 1 =100 Units: ENGLISH Region 4 DMM PJG C-1 280 O Cr N WILLOW ST CLOSED AT COLLEGE DETOUR VIA VINE DR WILLOW ST CLOSED AT COLLEGE DETOUR VIA VNE DR CHERRY STREET MAPLE STREET WILLOW ST CLOSED AT COLLEGE DETOUR VIA VINE DR LAPORTE AVENUE MOUNTAIN AVENUE z 0 Q DETOUR WILLOW STREET VINE DRIVE F DETOUR / Li 11 WILLOW Q STREE,T STREET LLJ 0 � J w� J J 0 0 CLOSED AREA BARRICADE (TYPE 3 M-B) ROD C CLOSED �. —TRAFFIC-ONLY �O ROAD CLOSED y [DEND TOUR WILLOW ST CLOSED AT COLLEGE DETOUR VIA LINDEN 9 END DETOUR LINCOLN AVENUE THIS DETOUR IS TO BE IMPLEMENTED CONCURRENT WITH PHASE 3A CONSTRUCTION ON NORTH COLLEGE. FELSBURG �i HOLT & ULLEVIG Computer File Information O Index of Revisions oT -----�-- 6aiAQC = COLORADO DEPARTMENT CITY OF FORT COLLINS OF TRANSPORTATION 2207 E. HWY. 402 281 NORTH COLLEGE AVENUE LOVELAND, CO 80537 FORT COLLINS, CO 80522 Phone: 970-667-4670 FAxn : 970-1 21 -6605 FAX: 970-669-0289 Region 4 DMM PJG As Constructed NORTH COLLEGE AVENUE RIVERSIDE AVENUE IMPROVEMENTS WILLOW DETOUR Project No./Code Creation Date: 03/20/03 Initials: JGF No Revisions: 2873-117 STA 0142-039 Last Modification Date: 03/26/03 Initials: JGF Revised: Designer: JGF 13614 & 14148 Full Path: K:\00230\ACAD\SHEET Detailer. JGF Drawing File Name: T00230CTC22.dwg Void: Sheet Number 62 Sheet Subset: TRAFFIC Subset Sheets: CTC-18 of 22 Acad Ver. 2000i Scale: Units: ENGLISH C -1 280 U ;kI � a PHASE 4 TRAFFIC OPERATIONS M FILE STRII NORTH COLLEGE AVENUE �i V SECTION A —A y,1: 1„ y.Yu: 11 1 IL0 PHASE 5 TRAFFIC OPERATIONS Computer File Information Creation Date: 03/07/03 Initials: JMH Last Modification Date: 03/27/03 Initials: JGF 0 Full Path: K:\00230\ACAD\SHEET Drawing File Name: T00230CTCl3.DWG Acad Ver. 2000i Scale: 1 "=100' Units: ENGLISH LEGEND PHASE 5 CONSTRUCTION s PHASE 5 RESTRICTED PANEL CONSTRUCTION' !C.� DIRECTION OF TRAFFIC Q Fl .� 'ate ndex of Revisions City of Norl CORMS CITY OF FORT COLLINS 281 NORTH COLLEGE AVLNUE FORT COLLINS, CO 80522 Phone: 970-221 —6605 FAX: 970-221 —6378 nor As Constructed No Revisions: COLORADO DEPARTMENT OF TRANSPORTATION 2207 E . HWY. 402 Revised: LOVELAND, CO 80537 Phone: 970-667-4670 FAX: 970-669-0289 Void: Region 4 DMM PJG LEGEND PHASE 4 CONSTRUCTION PHASE 4 RESTRICTED PANEL CONSTRUCTION +�+i► DIRECTION OF TRAFFIC NOTE: THE CONSTRUCTION PHASING GRAPHICALLY DEPICTED ON THESE DRAWINGS IS SUGGESTED ONLY. THE CONTRACTOR MAY SUBMIT A REVISED PLAN BUT IMPLEMENTATION OF ANY REVISED PLAN MUST HAVE APPROVAL OF THE ENGINEER. TRAFFIC OPERATIONS PHASE 4 1. TRAFFIC WILL BE SPLIT ON NORTH COLLEGE AVENUE AND JEFFERSON STREET. 2. TWO LANES OF TRAFFIC WILL BE PROVIDED IN BOTH DIRECTIONS ON NORTH COLLEGE AVENUE. 3. JEFFERSON STREET WILL BE RESTRICTED TO ONE LANE OPERATION. 4. EXCLUSIVE LEFT TURN LANES WILL NOT BE PROVIDED ON NORTH COLLEGE AVENUE. 5. DURING CONSTRUCTION OF RESTRICTED PANELS ALL LEFT TURN MOVEMENTS AND ALL SIDESTREET THROUGH MOVEMENTS WILL BE RESTRICTED TURN MOVEMENTS CANNOT BE RESTRICTED AT BOTH INTERSECTIONS CONCURRENTLY. ONE INTERSECTION MUST HAVE FULL MOVEMENT AT ALL TIMES. PHASE 5 1. TRAFFIC WILL BE SHIFTED TO THE WEST ON NORTH COLLEGE AVENUE. 2. TWO LANES OF TRAFFIC WILL BE PROVIDED IN BOTH DIRECTIONS ON NORTH COLLEGE AVENUE. 3. EXCLUSIVE LEFT TURN LANES WILL NOT BE PROVIDED ON NORTH COLLEGE AVENUE. 4. DURING CONSTRUCTION OF RESTRICTED PANELS, TRAFFIC ON JEFFERSON STREET & MAPLE STREET WILL BE SHIFTED TO THE NORTH. CONSTRUCTION OPERATIONS 1. CONSTRUCT CONCRETE PAVEMENT AS SHOWN FOR PHASE 4 ON NORTH COLLEGE AVENUE & JEFFERSON STREET. 2. CONSTRUCT PHASE 4 RESTRICTED CONCRETE PANELS AT THE JEFFERSON STREET INTERSECTION. 3. CONSTRUCT RESTRICTED CONCRETE PANELS AT CHERRY STREET INTERSECTION. THE CONSTRUCTION CANNOT BEGIN UNTIL THE JEFFERSON STREET INTERSECTION IS COMPLETE. 4. CONSTRUCT CONCRETE PAVEMENT AND ISLAND AT CHERRY STREET AS SHOWN IN PHASE 5. 5. CONSTRUCT PHASE 5 RESTRICTED PANELS AND ISLAND AT JEFFERSON STREET. 6. CONSTRUCT PORTIONS OF THE STORM WITHIN THE CONSTRUCTION LIMITS DEPICTED ON THESE DRAWINGS. e oPp0 RI .• J L Z l r 0 50 100 SCALE: 1 "=100' MAP FELSBURG NORTH COLLEGE AVENUE rIHOLT & PHASE 4 & 5 ULLEVIG NORTH COLLEGE AVENUE/ Project No./Code RIVERSIDE AVENUE IMPROVEMENTS AQc 2873-117 CONSTRUCTION PHASING STA 0142-039 Designer: MRH 13614 & 14148 Detailer: JMH Sheet Subset: TRAFFIC Subset Sheets: CTC-19 of 221 Sheet Number 63 9 CHERRY STR ET O , In +' I" . 1 T Q lot* i LLB J r f 2 C) x LEGEND PHASE 4 CONSTRUCTION PHASE 4 RESTRICTED PANEL CONSTRUCTION DIRECTION OF TRAFFIC NOTE: THE CONSTRUCTION PHASING GRAPHICALLY DEPICTED ON THESE DRAWINGS IS SUGGESTED ONLY. THE CONTRACTOR MAY SUBMIT A REVISED PLAN BUT IMPLEMENTATION OF ANY REVISED PLAN MUST HAVE APPROVAL OF THE ENGINEER. TRAFFIC OPERATIONS No � rl 1. TRAFFIC WILL BE SPLIT ON NORTH COLLEGE AVENUE AND JEFFERSON STREET. 2. TWO LANES OF TRAFFIC WILL BE PROVIDED IN BOTH DIRECTIONS ON NORTH COLLEGE AVENUE. 3. JEFFERSON STREET WILL BE RESTRICTED TO ONE LANE OPERATION. 4. EXCLUSIVE LEFT TURN LANES WILL NOT BE PROVIDED ON NORTH COLLEGE AVENUE. 5. DURING CONSTRUCTION OF RESTRICTED PANELS ALL LEFT TURN MOVEMENTS AND ALL SIDESTREEf THROUGH MOVEMENTS WILL BE RESTRICTED TURN MOVEMENTS CANNOT BE RESTRICTED AT BOTH INTERSECTIONS CONCURRENTLY. ONE INTERSECTION MUST HAVE FULL MOVEMENT AT ALL TIMES. PHASE 5 1. TRAFFIC WILL BE SHIFTED TO THE WEST ON NORTH COLLEGE AVENUE. 2. TWO LANES OF TRAFFIC WILL BE PROVIDED IN BOTH DIRECTIONS ON �i NORTH COLLEGE AVENUE. 3. EXCLUSIVE LEFT TURN LANES WILL NOT BE PROVIDED ON NORTH Lv COLLEGE AVENUE. LLJ i LEGEND 4. DURING CONSTRUCTION OF RESTRICTED PANELS, TRAFFIC ON I' JEFFERSON STREET & MAPLE STREET WILL BE SHIFTED TO THE NORTH. jI ! CONSTRUCTION OPERATIONS PHASE 5 CONSTRUCTION l li 1. CONSTRUCT CONCRETE PAVEMENT AS SHOWN FOR PHASE 4 ON PHASE 5 RESTRICTED Li COLLEGE AVENUE & JEFFERSON STREET. ` PHASE 5 TRAFFIC OPERATIONS PANEL CONSTRUCTION _ 2. CONSTRUCT PHASE 4 RESTRICTED CONCRETE PANELS AT THE 3i U JEFFERSON STREET INTERSECTION. DIRECTION OF TRAFFIC 3. CONSTRUCT RESTRICTED CONCRETE PANELS AT CHERRY STREET U.P.R.R. INTERSECTION. THE CONSTRUCTION CANNOT BEGIN UNTIL THE JEFFERSON STREET INTERSECTION IS COMPLETE. O Lr) !` 4. CONSTRUCT CONCRETE PAVEMENT AND ISLAND AT CHERRY STREET AS SHOWN IN PHASE 5. a. � � = { A • - ��`- 5. CONSTRUCT PHASE 5 RESTRICTED PANELS AND ISLAND AT JEFFERSON STREET. 6. CONSTRUCT PORTIONS OF THE STORM WITHIN THE CONSTRUCTION LIMITS DEPICTED ON THESE DRAWINGS. i _ 0 W — — � NORTH COLLEGE AVENUE ' r o r.. - 1 0 50 100 ���✓i�'�S/Oh AI�����°'tip. s 0 ' SCALE: 1 "=100' Q _ FII,SBURG IfLCVN STREET` NORTH COLLEGE AVENUE HOLT & PHASE 4 & 5 ULLEVIG Computer File Information Index of Revisions car As ConstructedNORTH COLLEGE AVENUE / Project No./Code Creation Date: 03/07/03 Initials: JMH O ____ RIVERSIDE AVENUE IMPROVEMENTS _ Last Modification Date: 03/27/03 Initials: JGF c+��urFcatcuuins 117 COLORADO DEPARTMENT No Revisions: CONSTRUCTION PHASING STTA 01AQC 842-039 Full Path: K:\00230\ACADSHEET CITY OF FORT COLLINS OF TRANSPORTATION 2207 E. HWY. 402 Revised: Designer: MRH 281 NORTH COLLEGE AVENUE LOVELAND, CO 80537 13614 & 14148 Drawing File Name: T00230CTC13.DWG FORT COLLINS, Co 80522 Phone: 970-667-4670 Detailer: JMH Phone: 970-221 —6605 FAX: 970-669-0289 Acad Ver. 2000' Scale: 1 =100 Units: ENGLISH 0 FAX: 970-221-6378 Region 4 DMM PJG Void: Sheet Subset: TRAFFIC Subset Sheets: CTC-20 of 22 Sheet Number 64 C -1 280 9 CMD L V - ,1 G. V V COD C -1 280 9 f.� VICINITY MAP i � I LEGEND EXISTING PAVEMENT TO BE REMOVED ® EXISTING PAVEMENT TO BE REMOVED (PLANING) 0 EXISTING SIDEWALK TO BE REMOVED U LLI O z m N 06 00 n Q V) REMOVE 182 FEET OF CURB AND GUTTER CITY OF FORT COLLINS PEDESTRIAN SIGNAL POLE TO BE REMOVED BY CITY TRAFFIC ADJUST ELECTRIC BOX REMOVAL OF INLET- (1 EACH) RESET FIRE HYDRANT z z pox _ l LAJ FORT COLLINS MODIFY INLET a- TIRE & AUTO CENTER Q MODIFY INLET REMOVE 605 FEET OF MATCH LINE SHEET RR-5 CURB IAND GUTTER - TRAFFIC SIGNAL POLE TO BE ADJUST ' ELECTRIC REMOVED BY CITY TRAFFIC \ BOX ADJUST ELECTRIC BOX C- ' REMOVAL OF INLET <_ D ' _ O O Lo 00 YESTERDAY'S TREASURES REMOVE 145 FEET OF CURB AND GUTTER sy C� • J, NOTE: 1. SEE EXISTING SIGNING PLAN SHEET SS-4 TO SS-9 FOR SIGN REMOVALS AND RESETS. 2. SEE LANDSCAPE PLAN SHEET LP-1 TO LP-5 FOR TREE REMOVALS AND TRANSPLANTS. 3. SEE ELECTRICAL PLANS SHEET E1—E3 FOR LIGHT STANDARD REMOVALS AND RESETS. 4. TRAFFIC SIGNAL POLES SHALL BE REMOVED BY CITY TRAFFIC AFTER INSTALLATION OF TEMPORARY SIGNALS BY CONTRACTOR. 5. CONTRACTOR SHALL COORDINATE ALL UTILITY WORK WITH EACH UTILITY COMPANY. 6. SEE DRAINAGE PLANS FOR ADDITIONAL UTILITY RELOCATES. Computer File Information Creation Date: 01/10/03 Initials: JMH Last Modification Date: 01/10/03 Initials: JMH Full Path: K:\00230\ACAD\SHEET Drawing File Name: RCO23CREM01.DWG Acad Ver. 2000i Scale: 1 "=40' Units: ENGLISH ndex of Revisions PEDESTRIAN SIGNAL POLE TO BE ROIOVED BY CITY TRAFFlq REMOVAL OF INLET �g (1 EACH) REMOVE MEDIAN COVER Fi AND 401 FEET OF CURB < REMOVAL OF INLET x (2 EACH) \ , AA CLASSIC TOUCH i Cl 1, 0f Forl C ollins C11�=•FORT COLLINS 281 hL)HIH COLLLGL AVENUE FORT COLLINS, CO 80522 Phone: 970-221 —6605 FAX: 970-221 —6378 rp 20 40 Scale: 1 • A�ReMOVE 291 FEET, OF CURB z Lo \ Uj n Fri o� �I REMOVE ELECTRIC BOX RAILROAD TRAFFIC SIGN L, Ey TO BE REMOVED BY CITY TRAFFIC i car As Constructed F I I I- A No Revisions: COLORADO DEPARTMENT OF TRANSPORTATION 2207 E. HWY. 402 Revised: LOVELAND, CO 80537 Phone: 970-667-4670 FAX: 970-669-0289 Void: Region 4 DMM PJG 0 W z J 4,#I 119 ADJUST ELECTRIC C BOX 4pFaSBURG HOLT & ULLEVIG NORTH COLLEGE AVENUE/ RIVERSIDE AVENUE IMPROVEMENTS REMOVAL AND RESET PLAN Designer: M RH Detailer: JMH Sheet Subset: PLAN Subset Sheets: RR-1 of Project No./Code AQC STA 2873-117 0142-039 13614 & 14148 81 Sheet Number 67 C-j 280 9 VICINITY MAP RAILROAD TRAFFIC SIGNAL POLE TO BE REMOVED BY CITY TRAFFIC TACO JOHNS MATCH LINE SHEET PL-5 REMOVE MEDIAN �i �' ',� REMOVE SIDEWALK CHASE —�� COVER AND 33 Cj FEET OF CURB R /( U.P.R REMOVE 605 FEET OF o CURB AND GUTTER o !— o (n C*4 INLET �REMOVE ELECTRIC BOX TRAFFIC SIGNAL POLE TO BE � % ; REMOVED BY CITY TRAFFIC .� G-- __ -- ---.G 4 —G— Ld \ (D o '� REMOVE 200 z I FEET OF FACE Ln ! 1 o REMOVAL OF\� INLET (1 EACH) CQ c— -F " 10 REMOVE 99 FEET OF CURB AND GUTTER \ `. REMOVAL OF ADJUST MANHOLE INLET (1 EACH) �0 O RAILROAD SIGNAL C) GATE TO REMAIN47 F- \Q ��� - -' ♦ - LL1 z F- 0 RESET ELECTRIC BOX REMOVE ELECTRIC BOX z \� TRAFFIC SIGNAL P E Q /- ADJUST ELECTRIC BOX TO BE R VIED r — ' BY qTY TRAFFIC Z REMOVE 77 ADJUST WATER ' M,gTC � � /RELOCATE MAILBOXES LbCATION (TO BE � FEET OF CURB / STOP BOX L�� — APPROVED BY THE PROPERTY OWNERS) ONE E S� REMOVE MEDIAN COVER ADJUST WATER METER EET p� C JUST FURN° FURNITURE FRA MONA C. FP.A. I EDuco AND 90 FEET OF CURB V REMOVAL OF TREES AND LANDSCAPE BOULDERS INLET (1 EACH) SHALL' BE SALVAGED AND O TRAFFIC SIGNAL POLE RETURNED TO THE PROPERTY �/ TO BE REMOVED BY OWNER. SCHRADER'S COUNTRY CITY TRAFFIC � STORE EXPRESS CARE REMOVE ELECTRIC BOX I RESET ELECTRIC BOX j 'RELOCATE EXPRESS CARE SIGN REMOVE 107 FEET NOTE: 1. SEE EXISTING SIGNING PLAN SHEET SS-4 TO SS-9 OF CURB &GUTTER THE FY CENTEE R FOR SIGN REMOVALS AND RESETS. LEGEND 2. SEE LANDSCAPE PLAN SHEET LP-1 TO LP-5 FOR TREE a • j , �m REMOVALS AND TRANSPLANTS. F'•..��ti;.•'��'�e` EXISTING PAVEMENT 3. SEE ELECTRICAL PLANS SHEET E1—E3 FOR LIGHT STANDARD -I r Z _ S/0 TO BE REMOVED REMOVALS AND RESETS. °°eCaaaasHitt�tpp°" EXISTING PAVEMENT 4. TRAFFIC SIGNAL POLES SHALL BE REMOVED BY CITY TRAFFIC TO BE REMOVED (PLANING) AFTER INSTALLATION OF TEMPORARY SIGNALS BY CONTRACTOR. 0 20 40 FELSBURG 5. CONTRACTOR SHALL COORDINATE ALL UTILITY WORK WITH EXISTING SIDEWALK EACH UTILITY COMPANY. U O LT G TO BE REMOVED 6. SEE DRAINAGE PLANS FOR ADDITIONAL UTILITY RELOCATES. Scale: 1 "=40' LLEVI Computer File Information Index of Revisions nT As Constructed NORTH COLLEGE AVENUE/ Project No./Code Creation Date: 01/10/03 Initials: JMH -_--- RIVERSIDE AVENUE IMPROVEMENTS AQC 2873-117 Last Modification Date: 01/10/03 Initials: JMH Cit o(Fonlo�lns COLORADO DEPARTMENT No Revisions: REMOVAL AND RESET PLAN STA 0142-039 1TRANSPORTATION Full Path: K:\00230\ACAD\SHEET CITY OF FORT COLLINS 2 Designer: MRH 13614 & 14148 L07 E . f r CO402 Revised: 281 NOFZTFI COLLEGE AVENUE LOVELAND, C80537 Drawing File Name: R00230REM02.DWG FORT COLLINS, CO 80522 Phone: 970-667-4670 Detailer: JMH Phone: 7970-2211 —6605 FAX: 970-669-0289 Void: Sheet Subset: PLAN Subset Sheets: RR-2 of 8 Sheet Number 68 Acad Ver. 2000i Scale: 1 =40 Units: ENGLISH Region 4 DMM PJG C -1 280 O O CD NI U.P.R.R. 0 — — OHE — — OHE \ \ — — OHE — — — OHE $ — — OHE OHE — — — OHE — — — OHE — — OHE — OHE $ — OHE — — — — � OHE— � — OHE —� — — OHE — — — OHE _ — OHE — o V J & M PRECISION AUTO COLORADO DEPT. OF Ir c" \ HEALTH EMISSIONS \ q TECHNICAL CENTER VICINITY MAP —w-8„ Z FT1 CC) q FO vI ADJUST ELECTRIC BOX X � 1vEMOVE 6b FEET OF `CURB AND GUTTER \ m C)m h � I _ f T1 25+00 nl 00 RESET ELECTRIC BOX (:DF- LEGEND EXISTING PAVEMENT TO BE REMOVED ® EXISTING PAVEMENT TO BE REMOVED (PLANING) 0 EXISTING SIDEWALK TO BE REMOVED FO I 3 � I 26+00 \ Fa Eo FO — q Ea — t - FO Eo NORTH COLLEGE AVE. 27+00 �I 28+00 w s \ M � 30—A�—IC---c---c---G---G G——— G——— G---G — — —G —-- 0-1 �.. - r fT1, �` ►. - , - _ _ - m } - < < 0-j � U) 03 � — O3 OH O9 0A _ Oj 01 0j �o�. 0j A .' % — — — ��� o� o� � M-- h� — M:�� � M-=�—M---M='�--M--M---M---M—c`�—M— M— M'---�=�--M--J -- — -- -- --Im -- T— r-- r---T— —T—� fi r r � T�--. Fri %I cr, � ADJUST FIRE HYDRANT CU CD ADJUST MANHOLE NOTE: 1. SEE EXISTING SIGNING PLAN SHEET SS-4 TO SS-9 FOR SIGN REMOVALS AND RESETS. 2. SEE LANDSCAPE PLAN SHEET LP-1 TO LP-5 FOR TREE REMOVALS AND TRANSPLANTS. 3. SEE ELECTRICAL PLANS SHEET E1—E3 FOR LIGHT STANDARD REMOVALS AND RESETS. 4. TRAFFIC SIGNAL POLES SHALL BE REMOVED BY CITY TRAFFIC AFTER INSTALLATION OF TEMPORARY SIGNALS BY CONTRACTOR. 5. CONTRACTOR SHALL COORDINATE ALL UTILITY WORK WITH EACH UTILITY COMPANY. 6. SEE DRAINAGE PLANS FOR ADDITIONAL UTILITY RELOCATES. Computer File Information Creation Date: 01/10/03 Initials: JMH Last Modification Date: 01 /10/03 Initials: JMH Full Path: K:\00230\ACAD\SHEET Drawing File Name: R00230REM03.DWG Acod Ver. 2000i Scale: 1 "=40' Units: ENGLISH ndex of Revisions 0 20 40 Scale: 1 "=40' CM of Fo[t Collins CITY OF FORT COLLINS 281 NORTH COLLEGE AVENUE FORT COLLINS, CO 80522 Phone: 970-221 —6605 FAX: 970-221 —6378 i \ FORMER POWdR Pb�NTaO RE�G��� ' V � ` �1 ONAIE��'.. 0T As Constructed °— No Revisions: COLORADO DEPARTMENT OF TRANSPORTATION 2207 L. HWY. 402 Revised: LOVELAND, CO 80537 Phone: 970-667-4670 FAX: 970-659-0289 Void: Reaion 4 DMM/PJG NORTH COLLEGE AVENUE/ RIVERSIDE AVENUE IMPROVEMENTS REMOVAL AND RESET PLAN Designer: MRH Detailer: J M H Sheet Subset: PLAN Subset Sheets: RR-3 of INFELSBURG rIHOLT & ULLEVIG Project No./Code AQC 2873-117 STA 0142-039 13614 & 14148 81 Sheet Number 69 C-1 280 9 V A" LINT rITI I\IIGIem IC L� _4 N _ N N� N *COST TO BE INCLUDED IN THE WORK. **SEE CONCRETE PAVEMENT JOINT DETAIL SHEETS CJ1—CJ5 FOR JOINTING DETAILS v LANE WIDTHS ARE APPROXIMATE Computer Creation Date: Last Modification Date: Full Path: Drawing File Name: Acad Ver. 2000i File Information 09/27/01 Initials: ZV 03/26/03 Initials: ZV K:\00230\ACAD\SHEET R00230TYP05A.dwg Scale: Units: ENGLISH �. RIVERSIDE H.C.L. 1 44' 6" TO 12" EXISTING HOT 11'V 11'V 1 1 'v 1 1'♦ 2.5' 1 BITUMINOUS PAVEMENT TRAVEL LANE TRAVEL LANE TRAVEL LANE TRAVEL LANE �1 r 4" PLANING CENTER LINE PIVOT POINT I \ TO REMAIN AT SAME ELEVATION 4" PLANING 4" HOT BITUMINOUS PAVEMENT OVERLAY (GR. S)(100)(PG 64-28) EXISTING EXISTING` — — a 1 fD M El ?�� ���_�.-n,�� "W � TYPICAL SECTION EXISTING CURB EXISTING CURB RIVERSIDE AVENUE AND GUTTER AND GUTTER LOOKING SOUTHEAST FROM WHEDBEE STREET TO COWAN STREET STA. 131 +50 TO STA. 151 +27 NOTE: REFER TO SHEET TY-7 CASE B DETAIL IF ASPHALT EXISTS IN CURB & GUTTER. RIVERSIDE H.C.L. 56' 11'V 11'V 11 TRAVEL LANE TRAVEL LANE LEFT TURN LANE r CENTER LINE PIVOT POINT I TO REMAIN AT SAME ELEVATION 4" PLANING 111,42" CONCRETE PAVEMENT** EXISTING EXISTING 12' v TRAVEL LANE 4" HOT BITUMINOUS PAVEMENT OVERLAY (GR. S)(100)(PG 64-28) EXISTING CURB 6" AGGREGATE BASE AND GUTTER TYPICAL SECTION COURSE (CLASS 6) 6" SCARIFIED AND RIVERSIDE AVENUE RECOMPACTED SUBGRADE* LOOKING SOUTHEAST EXTEND/REPLACE CONCRETE LEFT TURN LANE STA. 151 +27 TO STA. 152+71 NOTE: REFER TO SHEET TY-7 CASE B DETAIL IF ASPHALT EXISTS IN CURB & GUTTER. Index of Revisions 6a-11;- C i11 � Foit lullms CITY OF FORT COLLINS 281 NORTH COLLEGE AVENUE FORT COLLINS, CO 80522 Phone: 970-221 —6605 FAX: 970-221 —6378 oz As Constructed No Revisions: COLORADO DEPARTMENT OF TRANSPORTATION 2207 E. HwY, 402 Revised: LOVELAND, CO 80537 Phone: 970-667-4670 FAX: 970-669-0289 Void: Region 4 DMM PJG 11'V TRAVEL LANE 2.5' i ! EXISTING CURB \ AND GUTTER NORTH COLLEGE AVENUE/ RIVERSIDE AVENUE IMPROVEMENTS TYPICAL SECTIONS Designer: MRH Detailer: SED Sheet Subset: TYPICAL Subset Sheets: TY-5 of 6" TO 12" EXISTING HOT BITUMINOUS PAVEMENT �1 r- 4" PLANING ft sS�ON AL E FELSBURG HOLT & ULLEVIG Project No./Code AQC 2873-117 STA 0142-039 13614 & 14148 71 Sheet Number 7 G -1 280 9 COD CLASSIC TOUCH REMOVE 22 FEET OF CURB AND GUTTER LEGEND EXISTING PAVEMENT TO BE REMOVED 0 EXISTING SIDEWALK TO BE REMOVED U.P. R.R. SALVATION ARMY NOTE: 1. SEE EXISTING SIGNING PLAN SHEET SS-4 TO SS-9 FOR SIGN REMOVALS AND RESETS. 2. SEE LANDSCAPE PLAN SHEET LP-1 TO LP-5 FOR TREE REMOVALS AND TRANSPLANTS. 3. SEE ELECTRICAL PLANS SHEET E1—E3 FOR LIGHT STANDARD REMOVALS AND RESETS. 4. CONTRACTOR SHALL COORDINATE ALL UTILITY WORK WITH EACH UTILITY COMPANY. 5. SEE DRAINGE PLANS FOR ADDITIONAL UTILITY RELOCATES. Scale: 1 "=40' i I VICINITY MAP FELSBU]kG HOLT & ULLEVIG Computer File Information Index of Revisions of As Constructed NORTH COLLEGE AVENUE/ Project No./Code Creation Date: 01/11/03 Initials: JMH 0 ----- RIVERSIDE AVENUE IMPROVEMENTS Df Last Modification Date: 05/16/03 Initials: ZV ('It) „rFoltCollins No Revisions: AQC 2873-117 COLORADO DEPARTMENT REMOVAL AND RESET PLAN STA 0142-039 Full Path: K:\00230\ACAD\SHEET CITY OF FORT COLLINS 22 TRANSPORTATION 07 E. HWY. 402 Revised: Designer: MRH 281 NORTH COLLEGE AVENUE 13614 & 14148 Drawing File Name: R0C23CREMC6.DWG O FORT COLLINS, Co 80522 LOVELAND, Co 80537 Phone: 970-221 —6605 Phone: 970-667-4670 Detailer: JMH Acad Ver. 2000i Scale: 1 "=40' Units: ENGLISH FAX: 970-221 —63D Region 4 MM 78 FAX: 970-66MM/ Void: PJG Sheet Subset: PLAN Subset Sheets: RR-4 of 81 Sheet Number 70 C -1 280 0 .; VICINITY MAP ELECTRIC VAULTS AND POLE TO BE RELOCATED BY CITY LIGHT AND POWER + ADJUST ELECTRIC BOX N ''` RESET 410 FEET OF CHAINLINK FENCE 3' BEHIND PROPOSED j EDGE OF PAVEMENT 0+00 1+00 f.- 2+00 F ALLEY ACCESS 3 u F0 EO F0 F0 FO FO ` Eo o Eo FO � � m \ TELEPHONE PEDESTAL TO A\ 3 BE RELOCATED BY QWEST RESET 100 FEET OF TELEPHONE PEDESTAL TO � �I CHAINLINK FENCE 3 \ BE RELOCATED BY QWEST c BEHIND PROPOSED CURB � o 0 O Mom.-M --M--- A� PM O !�` I l , TDS— JW BREWER TIRES Oy �! FORT COLLINS TIRE & AUTO CENTER V) . O A� 3+00 oo y � TELEPHONE PEDESTAL TO / BE RELOCATED BY QWEST 71 4+00 , REMOVE 220 FEET OF NOTE:''o�P��• 1. SEE EXISTING SIGNING PLAN SHEET SS-4 TO SS-9 LEGEND FOR SIGN REMOVALS AND RESETS. = cs a 2. SEE LANDSCAPE PLAN SHEET LP-1 TO LP-5 FOR TREE EXISTING PAVEMENT REMOVALS AND TRANSPLANTS. `•'-SS/ONp TO BE REMOVED 3. SEE ELECTRICAL PLANS SHEET El—E3 FOR LIGHT STANDARD �J J ® EXISTING PAVEMENT REMOVALS AND RESETS. 4. CONTRACTOR SHALL COORDINATE ALL UTILITY WORK WITH TO BE REMOVED (PLANING) 0 20 40 EACH UTILITY COMPANY. RG 0 EXISTING SIDEWALK 5. SEE DRAINAGE PLANS FOR ADDITIONAL UTILITY RELOCATES. w. rIHOLT & TO BE REMOVED Scale; 1 "=40' ULLEVIG Computer File Information Index of Revisions or As Constructed NORTH COLLEGE AVENUE/ Project No./Code Creation Date: 01/11/03 Initials: JMH O ia ____ RIVERSIDE AVENUE IMPROVEMENTS c���,>rr�,��c<,u��5 CITY OF FORT COLLINS I' I "I COLOR O DEPARTMENT TRANSPORTATION No Revisions: REMOVAL AND RESET PLAN _ 117 SQTA 0142-039 Last Modification Date: 05/16/03 Initials: ZV Full Path: K:\00230\ACAD\SHEET Designer: MRH g 281 NORTH COLLEGE AVENUE 22 LOVE220E E. HWY. 402 CO 8053E Revised: 7 13614 & 14148 Drawing File Name: R00230REM05.DWG � FORT COLLINS, CO 80522 Phone: 97 Phone: 970-667-467o Detailer: JMH Phone: 970-221 -6605 FAX: 970-221 -6378 FAX: 970-669-0289 Region 4 DMM PJG Void: Sheet Number 71 Acod Ver. 2000i Scale: 1 "=40' Units: ENGLISH Sheet Subset: PLAN Subset Sheets: RR-5 of g C-1 9 SCHRADER'S COUr jI}-D m 0 LEGEND NOTE: 1. SEE EXISTING SIGNING PLAN SHEET SS-4 TO SS-9 FOR SIGN REMOVALS AND RESETS. EXISTING PAVEMENT 2. SEE LANDSCAPE PLAN SHEET LP-1 TO LP-5 FOR TREE TO BE REMOVED REMOVALS AND TRANSPLANTS. EXISTING PAVEMENT 3. CONTRACTOR SHALL COORDINATE ALL UTILITY WORK WITH TO BE REMOVED (PLANING) EACH UTILITY COMPANY. 4. SEE DRAINAGE PLANS FOR ADDITIONAL UTILITY RELOCATES. Computer File Information Creation Date: 01110103 Initials: JMH Last Modification Date: 01/10/03 Initials: JMH Full Path: K:\00230\ACAD\SHEE Drawing File Name: R00230REM07.DWG Acod Ver. 2000i Scale: 1 "=40' Units: ENGLISH 71� O O O Index of Revisions — COLORADO DEPARTMENT CITY OF FORT COLLINS OF TRANSPORTATION 22 281 NORTH COLLEGE AVENUE 0E E. HWY. �02 LOVELAND, CO 8053E FORT COLLINS, CO 80522 Phone: 970-667-4670 Phone: 970-221 —6605 FAX: 970-669-0289 FAX: 970-221 —6378 Reaion 4 DMM/PJG As Constructed No Revisions: Revised: VOId: - r I - — — E — — — E — — E — — — E — — E�— — — E — E — — —EE— —E — —— E — E Scale: 1 "=40' NORTH COLLEGE AVENUE/ RIVERSIDE AVENUE IMPROVEMENTS REMOVAL AND RESET PLAN Designer: MRH Detailer: JMH RE iV/2uFJ : 2 e �ONAI ,. MAP FELSBURG rIHOLT & ULLEVIG Project No./Code AQC 2873-117 STA 0142-039 13614 & 14148 Sheet Subset: PLAN I Subset Sheets: RR-6 of 81 Sheet Number 72 L C •'1 280 00 N .-y CD .al N r MULBERRY STREET �- VICINITY MAP 149+00 Z IIIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIIII N �_ O LO In Ld z \ C, / �a�0 RC \ \ A\ LEGEND n EXISTING PAVEMENT NOTE: 0 20 40 FF LSBURGG TO BE REMOVED CONTRACTOR SHALL COORDINATE ALL UTILITY WORK WITH EACH UTILITY COMPANY. SCALE: 1" 40' ULLEVIG Computer File Information Index of Revisions al, As Constructed NORTH COLLEGE AVENUE/ Project No./Code Creation Date: 01/11/03 Initials: JMH _ __ RIVERSIDE AVENUE IMPROVEMENTS `_ ,"I V 11 AQC 2873-1 17 Last Modification Date: 01/11/03 Initials: JMH 0 City ofFort CO"1°s COLORADO DEPARTMENT No Revisions: REMOVAL AND RESET PLAN STA 0142-039 OF TRANSPORTATION g 13614 & 14148 CITY OF FORT CdLLINS Designer: MRH Full Path: K:\00230\ACAD\SHEET 0 220E E. HWY. 402 Revised: 281 NORTH COLLEGE AVENUE LOVELAND, CO 8053E Drawing File Name: R00230REM08.DWG FORT COLLINS, CO 80522 Phone: 970-667-4670 Detailer: JMH O Phone: h n : 9�C2i 63680S FAX: 970-669-0289 Void: Sheet Subset: PLAN Subset Sheets: RR-7 of 8 Sheet Number 73 Acad Ver. 2000i Scale: 1 =40 Units: ENGLISH Region 4 DMM PJG C-1 280 9 v 0 Ll / L / T— W U Q VICINITY MAP LEGEND EXISTING PAVEMENT TO BE REMOVED Computer Creation Date: Last Modification Date: Full Path: Drawing File Name: Acad Ver. 2000i �\ REMOVE EXIST4YVG--` \ 18—INCH CMP / \ REMOVE MEDIAN COVER v / NOTE: CONTRACTOR SHALL COORDINATE ALL UTILITY WORK WITH EACH UTILITY COMPANY. File Information 01 /10/03 Initials: JMH 01/10/03 Initials: JMH K:\00230\ACAD\SHEET- ROC23OREMC9.DWG Scale: 1 "=40' Units: ENGLISH Index of Revisions / / REMOVE 18—INCH CMP REMOVAL OF INLET (1 EACH) VE 142 FEET OF AND GUTTER crib of Fort Collins CITY OF FORT COLLINS 281 NORTH COLLEGE AVENUE FORT COLLINS, CO 80522 Phone: 970-221 —6605 FAX: 970-221 —6378 oea:ro 'I .,. COLORADO DEPARTMENT OF TRANSPORTATION 2207 E. HWY. 402 LOVELAND, CO 80537 Phone: 970-667-4670 FAX: 970-669-0289 Reqion 4 DMM/PJG W-- — W — —— W — wo-- W—� r Q Q WVn I RIVERSIDELAVENttE As Constructed NORTH COLLEGE AVENUE/ RIVERSIDE AVENUE IMPROVEMENTS No Revisions: REMOVAL AND RESET PLAN Revised: Designer: MRH Detailer: JMH Void: Sheet Subset: PLAN Subset Sheets: RR-8 of FELSBURG MAP IHOLT & ULLEVIG Project No./Code AQC 2873-117 STA 0142-039 13614 & 14148 8] Sheet Number 74 C -1 280 `— PAVEMENT X , 6, 2 I� aY+ A 00� t F. VICINITY MAP Computer File Information Creation Date: 10/31 /02 Initials: JMH 0 Last Modification Date: 05/16/03 Initials: SED Full Path: K:\00230\ACAD\SHEET Drawing File Name: R00230PLN10.DWG 0 Acad Ver. 2000i Scale: 1 `100' Units: ENGLISH 0 Igoµ POSITS PAVEMENT ` z AA moo INSTAf TRUNCOD DOME.....„ r F— r i PRSTA 6 ES ¢q ALI v, . IN N M 0 1 S L P, LLI Ld ft 711 low'f Ljj .a on R k .W 'ow, 114 44 Oft- �. ?' "' • , k 6 � � Index of Revisions 0 50 100 Scale: 1 "=100' 6a City of Mori Collins CITY OF FORT COLLINS 281 NORTH COLLEGE AVENUE FORT COLLINS, CO 80522 Phone: 970-221 —6605 FAX: 970-221 —6378 or DEI �r"i' COLORADO DEPARTM OF TRANSPORTATION 2207 E. HWY. 402 LOVELAND, CO 80537 Phone: 970-667-4670 FAX: 970-669-0289 Region 4 DMM/PJG NOTES: 1. SEE SHEET CR-1 FOR TABULATION OF CURB RAMP IMPROVEMENTS OF JEFFERSON STREET/RIVERSIDE AVENUE. 2. FORSN17RSECTION OF LINDEN STREET & JEFFERSON STREET RESTRIPING SEE A$\�10�\��;`i •��,�sS��NAi �w 3. CURB AND GUTTER REPAIRS SHALL BE IDENTIFIED BY THE ENGINEER IN THE FIELD. IT IS ESTIMATED THAT APPROXIMATELY 200 LF OF CURB AND GUTTER WILL BE REQUIRED ALONG RIVERSIDE AVENUE.MAPFELSBURG 9 TEST HOLE LOCATION U O LT G ULLEVIG As Constructed NORTH COLLEGE AVENUE/ Project No./Code RIVERSIDE AVENUE IMPROVEMENTS AQc 2873-117 ENT No Revisions: PLAN SHEET STA 0142-039 Revised: Designer: MRH 13614 & 14148 Detailer: J M H Void: Sheet Subset: PLAN Subset Sheets: PL-1 of 13 Sheet Number 75 C-1 0 C oc N e 44 :_ ., .4„, +w-< w; .. "` . .a:*•-: "t.af-'`"4'',ss pro. a �- . tea.: +�. .i #' . ZLij F P N *'^M II' •«..IYd r. 'S ; Y .. T if .Y. i:AF �"" t ., t+ AIrv. y 41 opt _j �J low '71 +per fill } pr^ �*"""""� REMOVE DAMAGED PAVEMENT ,� FULL DEPTH. RECONDITION40. . ••--. 1w1t >l. _ .-'n-. -- _...._..._.. EXISTING SUBGRDE. PATCH • WITH CONCRETE AVEMENT TO A FINISHED SURFACE '' "r r A �ttk �o BEAT WESTE RN RAILROAD ELEVATION EQUAL TO THE W MILLED SURFACE ELEVATION. 3 0 ,„ ,,. LIMITS OF WORK SHALL BE ,�� •� �'.. Oro �+ Q DEFINED BY THE ENGINEER � `0 ,- IN THE FIF,�ID. � � ""` —I '� . �., ROTOMILL &.OVERLAY ��` O �""" CONSTRUCT 18'X10' (FOR INFORMATION ONLY - ^� ASPHALT SECTION r+ r + w.. f CONSTR� 12'X8' " DRIVEWAY TYPE B ' APOROXIMATE DIMEI iQNS ARE Q Q "' „ * . , 00 DRIVEWAY�YPE B FIJt`L STREET WIDTN, 6 ' w. _ LONGITUDINAL LENGTH, Ile DE� 4' SALC` B N r- "' ♦ CONCRETE PAV MENT �} -+...►19+00-0+�0 1 7' Od ..,+i`"` «.•>;, #PAID FOR AS NCR E Cll ROTOMILL & OVERT! . 122+00 a, 1 24+00 PAVEMENT (6 NCH).) " s►. N �+, • r ' 125+pp s COMP ITE PAVEMENT (n� - u Q QN ITWU �v y F +0 H 28+00 129+00 r �3+01 31 +00 132 V) z .. _ �' W _I v 4 R"' a +14 • : " yY UX a ww •, m . p s. L•s Arn 10 . s *Wow 1,TREMOVE DA ED PAVEMEt� ^ �•ows.iv I UL EP CONDITION �' „ �" ,�, I— NCaETE P EME'NT �.. Y: a e EXIi1 UBG PATH X i-71, ; ` "�'` u t r 4 ,,,, „� -r�" SHED SURF E wry ALL TRUNC D OME -•. �+► E TION EQUAL ,.(� * ,�„� F-- k� ED SURFACE EL A y .. u*' •- MITS OF WORK SHAL BE . Cam. DEFINED BY THE ENGINR !w �r, E � IN THE FIELD �' r. Ld FOR I ORMATION ONL1 I ' Z APPROX TE DIMENSIONS- +!1*� : ,r .'o 3 i ,. ARE FULL STREET WIDTH, 6pill '%� y. t .. _ U GITUDINAL LENGTH, 8"�S# » 16 ;~ PAVT4 CONCRETE ��por tIENT SHAOW BE PAID .�� ; ` 4 •+ IN FOR W CONCRETE CD r° ., ;, s« PA ENT (6 INCH).) �' Y. ,,,, g,,, MM+r►- ` .,: y�, '� .A AA^ 4, , " V, VICINITY MAP NOTES: 1. SEE SHEET CR-1 FOR TABULATION OF CURB RAMP IMPROVEMENTS OF oP�o k�r/. JEFFERSON STREET/RIVERSIDE AVENUE. 2. CURB AND GUTTER REPAIRS SHALL BE IDENTIFIED BY THE ENGINEER IN THE FIELD. IT IS ESTIMATED THAT APPROXIMATELY 200 LF OF CURB AND GUTTER ;�ss�• "` ECG.' WILL BE REQUIRED ALONG RIVERSIDE AVENUE. oNAt ,. 0 50 100 � TEST HOLE LOCATION FELSBURG Iz I 1 HOLT & Scale: 1 "=100' ULLEVIG Computer File Information Index of Revisions ul' As Constructed NORTH COLLEGE AVENUE/ Project No./Code Creation Date: 10/31/02 Initials: JMH iii DE ____ RIVERSIDE AVENUE IMPROVEMENTS AQC 2873-117 Last Modification Date: 05/16/03 Initials: ZV 0 ct>f,rrof c°" COLORADO DEPARTMENT No Revisions: PLAN SHEET STA 0142-039 OF TRANSPORTATION g 13614 & 14148 CITY OF FORT COLLINS Designer: MRH Full Path: K:\00230\ACAD\SHEET � 220� E. HWY. not Revised: 281 NORTH COLLEGE AVENUE LOVELAND, CO 80537 Detaller: JMH Drawing File Name: R00230PLNl1.DWG FORT COLLINS, co 80522 none: 970-667-4670 Phone: h n : 970-i 21 —6605 FAX: 970-669-0289 Void: Sheet Subset: PLAN Subset Sheets: PL-2 of 13 Sheet Number 76 Acad Ver. 2000i Scale: 1 =100 Units: ENGLISH Region 4 DMM PJG C-1 ff, 9 GO c c'3� ^ _. , , .. ,'... ., ,.,, '•'°ne'y`= •: t:::,r.a *}:'': . 'r""°:'Y�*` xr ,,�:+=tnk' .,. .. qe:,.. qm „ "fie g°.9,i•, ',;, ':.+rwRw -,f ,{v:s. 1►`':#" 4, ,"'�;''r j; 1,`^ w .,�` °'.r `9* T11 y ".:. � � ° ° � +'.xrtir:�1� ¢y' .. sA � 3 * 1bF 'i % q� f3 ,� • "R f. '..,� Aa § y v tea' nw yp a V: E Y. ry h ?c w 3 ; f iC i�k, n Y n q�5 •,4,r,,i qyp t, • i,%q`4�,{, e dc' .yf.. y §.,r {f "ro ,Y '}, ,°y p "C S Y " F pp IV s N ROTOMILL & OVERLAY i .r� ASPHALT SECTION GREAT WESTERN RAILROAD 00 133+00 134+00 .. 135+00 136+00 Q • 137+00 138+00 139+00 140�+00 141 I— .- +00 142+00 143+00 144+00 145+00 ~ 1'46 '+ 'r W w g �.w I ERSIDE AV UE z AV; AWOL r� 4 toot r. , A Cly �,. �'� r+ A —A F— �m '; Y l' " 'S' Ii F Nu I► IN�L UNCATED rr� ► �%,� w 00, z AF N� a� r'/'` �1v'�' `w •° INSTALL 1�#21N ES y /,! .° , IN TR ATED DOMES ` T"`! �` CONS RUCT RB �, !' RAMP E ll q All � ro — s' N a k' /w r � o- s k a , " y 5 Of ire y VICINITY MAP NOTES: 1. SEE SHEET CR-1 FOR TABULATION OF CURB RAMP IMPROVEMENTS OF JEFFERSON STREET/RIVERSIDE 1 AVENUE. Fss.K. 2. CURB AND GUTTER REPAIRS SHALL BE IDENTIFIED BY THE ENGINEER IN .;- 0 50 100 THE FIELD. IT IS ESTIMATED THAT APPROXIMATELY 200 LF OF CURB AND GUTTER WILL BE REQUIRED ALONG RIVERSIDE AVENUE. FELSBURG 9 TEST HOLE LOCATION i H O LT & Scale: 1 "=100' ULLEVIG Computer File Information Index of Revisions As Constructed NORTH COLLEGE AVENUE/ Project No./Code Creation Date: 10/31/02 Initials: JMH RIVERSIDE AVENUE IMPROVEMENTS No Revisions: AQC 2873-1 17 Last Modification Date: 05/16/03 Initials: JMH ct,,,rr, c,''°S COLORADO DEPARTMENT PLAN SHEET STA 0142-039 Full Path: K:\00230\ACAD\SHEET CITY OF FORT COLLINS TRANSPORTATION 22 Designer: MRH 281 NORTH COLLEGE AVENUE 07 E. HWY. 402 Revised: g 13614 & 14148 FORT COLLINS, CO 80522 Phone: 7 CO 80537 Drawing File Name: R00230PLN12.DWG � Phone: 970-667-467o Detailer: JMH Phone: 970-221 —6605 FAX: 970-669-0289 Acad Ver. 2000i Scale: 1 "=100' Units: ENGLISH FAX: 970-221-6378 Region 4 DMM PJG Void: Sheet Subset: PLAN Subset Sheets: PL-3 of 13 Sheet Number 77 C-1 280 9 /% s T �S x, _,Y}a & ° r' iv#,., , 44 i 41 Y � �• � .� � � � i' lry r .$ M1, �. � �� fig, 6� � N., r ## f i a V }`. 4 it' #' -�.* t :Y, -d� T •.;59 1 .i*7 ✓A. Q ( o 'At ow .- €j O a,fr o r'. ..,.,,.• ,.::'. ,G- �* s d "� "? ,f.,,:. ..;:: .. ,: .,JA..: k+''TMwt ad°'s..'t'Aii(/. a„,,- .. .. .,b; -..t, .. •° �� "k`x'^"r N/k ar �•, / .... . ._a , - W.. Rb �. . 9 .t . MOM 4 4 RN RQ L �� v + , INSTALL TRUNCATED D � _ .,... ASPHA���Cfl�ERL�CY `°: SEE PL-12 -. PE 13y- . �, 1 �, .a � � � ATED DOMES SECTION ;, .��. wA FOR DETAILS �REAT WESTE # = 00 147+00 148+00 149+00 150*+-"0 0 151 +00 152+0a. 453+00 `54 OO�r .., 155+0o ��A�6+00 �`" "n157+00 158+00 .- 159+00 Lv R VERSIDE AVENUE *01 y ' � t a „ ". '9 Ilt?5TALL TED D015 r, ,als. +�' / `�" - .�J INSTALL UNC, ED' O S °: b� ► r ► w 9 ` tNSfi T TRU,lVCAT Do' vo AL of i' b t ' A Y1 i` � S^ .-'� � . . � ��.� � _ F :•�, � 5 -- � j j'� r � ��� v:Y•'� « pP. ` yy /O W a F • @ � � � � � �/ �.eMq/?+i d a F 01 ANL ?Y. 4 00 VICINITY MAP NOTES: 1. SEE SHEET CR-1 FOR TABULATION OF CURB RAMP IMPROVEMENTS OF 1 \� JEFFERSON STREET/RIVERSIDE AVENUE. Z. CURB AND GUTTER REPAIRS SHALL BE IDENTIFIED BY THE ENGINEER IN 0 50 100 THE FIELD. IT IS ESTIMATED THAT APPROXIMATELY 200 LF OF CURB AND GUTTER WILL BE REQUIRED ALONG RIVERSIDE AVENUE. FELSBURG 9 TEST HOLE LOCATION H O LT & Scale: 1 =100 ULLEVIG Computer File Information O 0 Index of Revisions of ° ca #rroric<,"##s COLORADO DEPARTMENT CITY OF FORT COLLINS OF TRANSPORTATION 2207 E. HWY. 402 281 NORTH COLLEGE AVENUE FORT COLLINS, CO 80522 Phone:9 7 —6 80537 Phone: 970-221 —6605 Phone: 970-667-4670 FAX: 970-221 —6378 FAX: 970-669-0289 Region 4 DMM PJG As Constructed NORTH COLLEGE AVENUE/ RIVERSIDE AVENUE IMPROVEMENTS PLAN SHEET Project No./Code Creation Date: 10/31/02 Initials: JMH No Revisions: AQC 2873-1 17 STA 0142-039 Last Modification Date: 05/16/03 Initials: JMH Full Path: K:\00230\ACAD\SHEET Revised: Designer: MRH 13614 & 14148 Drawing File Name: R00230PLN13.DWG Detailer: JMH Void: Sheet Number 7$ Acad Ver. 2000i Scale: 1 "=100' Units: ENGLISH Sheet Subset: PLAN Subset Sheets: PL-4 of 13 C-1 280 .• U• VICINITY MAP TDS— JW BREWER TIR S TEMPORARY EASEMENT U) b• T I I FORT COLLINS JTIRE I& AUTO CENTER LIMINATE 2 PARSING SPACES Q CURB & GUTTER TYPE 2 PERMANE�T EASEMENT Z CITY OF FORT COLLINS MATCH LINE SHEET P L— 1 0 , SECTION B EXISTING R.O.W. F— EXISTING A A NORTH COLLEGE AVE. STA. 15+71.111 } GLOSE GARAGE (n I R.O.W. JEFFERSON/MAPLE ST. STA. 104+98.42 DOOR ACCESS X CURB & GUTTER 25' FL R -� a.��,, w W 25' FL R - TYPE 2-.—.-.; 5' B �8, INCH VERTICAL) - ��::� 9. SR - - - - Cn C _. _ _. _ o U o lu z �., F� _G_ > Tom- --G i4— G --G - — ---�Z h I � - t G n G ----- - - :777— Vc - W f— — - - — - - - • 23 =---- a - -- - - -- 300 00 301 +00 w I r < w - � ° 14 PARKMIG LAND °. ° ° 1 \--- w w - 1 — ,w -- w w w - I WEST 1 M.C.L. ° ° -- U ° 12 , CURE &, GUTTER TYPE' ° � � 'RIVERSIDE ° � , , 3 � +pt? ° � ° 12' ° 312+00 ° °� � SECTION IB°o ° H.C.L. I. �'� �URB & GJUTTER ° ° o ° ° 313+0 � —� R_ ° --— — ——- —- 3 - — ° fl ° SA Y WORK,j3Y ° NORTH T- �_ ° NORTH COL�EG AVM. ° ° ° � ° 12 � � ° ° TYPE 2 ° � 7C �-- ° SECTION IIB ° ° WEST 2 H.C.L - _ �° r � QT RS Q RACTQF�" T9, ° CO�+LLE �� ° 12 8 — 1,H.C.L. 41 D - DIVA W fTY UTILITY. � � � i u r u -O� — o — Fo° Fo r� - Q o �Fo �6+�� F fro — 0 017f0U ro Ec, — i4+t 10.5'°�- J - D 6� 6 ° ° ill 2' ° 2749' STORAGE ° ° p 18+00 ° ° 12 m ' 0 9' • CD F o o STORAGE ° ° — • - W Sto' 05+ 6.6E I f i 0- ° I �' D c ° -GUTTER L ° LIJ = a ° CURB & GUTTER °... .. 12 ° i a ° ° 12 CURB ..�" ° ° o -� -- fl TYPE _j - @� rn z 48 0 4:1 ° ° ACTION IB �° I C SECTION I� ° + ° + ° Q Cl 12' ° - �, __ _rGATCH. _C B 180 @ �0: 10 - - ° - EAT 1 H. C.h. `"° v- , - - GU q _ cn - o r, / — _ co u) m ° 2b' ° °° cap UJ SECTIg& �IIB M AA � M ST 1 4 F+ M M ° M - fPk M vM Q 00 400 00 ° cca> 4�� — p 'OF , WALK CHASE �6 EAST H.�EL. Q 414+00 ° C ° CURB i I ER ° + Fhm �_ ° ° v~i ° ° S ECTI - - --= — - I_ j CD". _ 9' BSR loll 1> 5r. g�a �x Uj CD, I UTT & YESTERDAY' S 2 FL R -_ - TTER TYPE 2 PROPO ED R.O.W. � 1� � `� � � �WoQ,e 3Y �86 INCH VERTICAL TREASURES s :� ��,�'- ° ° �` I �'`, r ' EXISTING R.O.W. � OTECT o 12 - 60' BSR � '`ST BUSINESS xg ° c,) TOE OF FILL o\ L, fro ° D MATCH EXISTING O SIGN STAIRWAY LEGEND FLR = FLOWLINE RADIUS BSR = BACK OF SIDEWALK RADIUS ® HOT BITUMINOUS PAVEMENT 0 11'W" CONCRETE TRANSITION PAVEMENT NEW CURB & GUTTER TEST HOLE LOCATION PANLINE 10' EXISTING/ UJ z PROPOSED w 2CURB & zz 2" MILL & GUTTER OVERLAY EXISTING SAWCUT 3' FULL DEPTH PAVEMENT LINE PAVEMENT SECTION A —A TRANSITION PAVEMENT Computer File Information Creation Date: 09/25/01 Initials: SYS Last Modification Date: 12/19/02 Initials: PRH Full Path: K:\00230\ACAD\SHEET Drawing File Name: R00230PLN01.DWG 0 Acad Ver. 2000i Scale: 1 "=40' Units: ENGLISH 0 �O ° / 6 N 00.18 , 2 ° C� 130 BSR + EXISTING R.O.W. �'AiL�6 BFq •.�o��� / ° ° x /� 63.01 ' 1653��' BSR CURB & GU t 2 /� 3 CENTERED CURVE �- 175' -'65' -1 ' FL R TEMPOfZAR EXTEND SECTION RAILROAD r 9 ° f p�� / EASEMENT PAD 16' BY / n ti; 6 0 ! PROPOSED Fj.O.W. �n UPRR FORCES ® EXISTING ° 15' x.W. �Q) / 7 x0 25' BSR / �j ��p� �/ ��ifi CLASSIC To H i N30.49 9"W 3.98' S O. co . 8'`�,.� A o� Q NOTES: 1. BACK -'OF SIDEWALK FOLLOWS T CURB ALIGNMENT ��9Fr•.,,ti. �`' -I r—��� Z UNLESS OTHERWISE DETAILED. ''��as��N,At, was. 2. ROADWAY DIMENSIONS ARE TO PANLINE OF CURB & GUTTER UNLESS 9 0 20 40 OTHERWISE LABELED. 3. SEE SHEETS LS-1 TO LS-11 FOR SIDEWALK/BIKE PATH, MEDIAN, FaSBURG AND CROSSWALK DETAILS. H O LT & 4. CURB AND GUTTER TYPE 2 SECTION IB SHALL BE SPILL CURB ( ULLEVIG Scale: 1 "=40' UNLESS OTHERWISE LABELED. Index of Revisions Tor As Constructed NORTH COLLEGE AVENUE/ Project No./ wn •-- _— °°' COLORA11 DO DEPARTMENT OF TRANSPORTATION CITY OF FORT COLLINS 281 NORTH COLLEGE AVENUE- 220E E. HWY. 402 FORT COLL-INS, CO 80522 P7 CO 800-667-4 7 Phone: 670 Phone: 9 Phone: h n : 970—i 26-6605 FAX: 970-669-0289 Reaion 4 DMM/PJG RIVERSIDE AVENUE IMPROVEMENTS PLAN SHEET AQC 2873-117 STA 0142-039 No Revisions: Revised: Designer: MRH 13614 & 14148 Detailer. SYS Void: Sheet Number 79 Sheet Subset: PLAN Subset Sheets: PL-5 of 13 M C-1 2du 9 ri I" Ij^,r mi-ri Il/lhlnlIQ EXISTING CURB AND GUTTER 5' 11' TRAVEL LANE EXISTING CURB AND GUTTER 11' TRAVEL LANE 11 1-42 " CONCRETE PAVEMENT** RIVERSIDE H.C.L. 11' TRAVEL LANE 4" PLANING 1 EXISTING 56' LEFT TURN LANE CENTER LINE PIVOT POINT TO REMAIN AT SAME E EVAT ION EXISTING CONCRETE PAVEMENT EXISTING r TYPICAL SECTION RIVERSIDE AVENUE LOOKING SOUTHEAST APPROACHING MULBERRY STREET STA. 152+71 TO STA. 153+79 NOTE: REFER TO SHEET TY-7 CASE B DETAIL IF ASPHALT EXISTS IN CURB & GUTTER. RIVERSIDE H.C.L. 11' TRAVEL LANE 6" AGGREGATE BASE COURSE (CLASS 6) EXISTING *COST TO BE INCLUDED IN THE WORK. **SEE CONCRETE PAVEMENT JOINT DETAIL SHEETS CJ1—CJ5 FOR JOINTING DETAILS. 56' 12' TRAVEL LANE 4" HOT BITUMINOUS PAVEMENT OVERLAY (GR. S)(100)(PG 64-28) 11' 12' LEFT TURN LANE TRAVEL LANE CENTER LINE PIVOT POINT TO REMAIN AT SAME ELEVATION EXISTING CONCRETE 6" AGGREGATE BASE PAVEMENT COURSE (CLASS 6) EXISTING :.. 6" SCARIFIED AND TYPICAL SECTION RECOMPACTED SUBGRADE* RIVERSIDE AVENUE LOOKING SOUTHEAST AT MULBERRY STREET INTERSECTION STA. 153+79 TO STA. 158+48 Computer File Information 0 0 0 0 Index of Revisions cll, ,rr,�Icwn� CITY OF FORT COLLINS 281 NORTH CULLFGF_ AV[ NUE FORT 970-221-660522 FAX: 970-221 —6378 Creation Date: 11/19/02 Initials: JMH Last Modification Date: 12/18/02 Initials: SED Full Path: K:\00230\ACAD\SHEET Drawing File Name: R00230TYP06A.dwg Acad Ver. 2000i Scale: Units: ENGLISH 11' TRAVEL LANE 11' TRAVEL LANE 11 ��i" CONCRETE PAVEMENT** 6" SCARIFIED AND RECOMPACTED SUBGRADE* As Constructed DF COLORADO DEPARTMENT No Revisions: OF TRANSPORTATION 2207 1. HWY. 102 Revised: LOWLAND, CO 80537 Phone: 970-6674670 FAX: 970-669-0289 Void: Reqion 4 DMM/PJG _ 2.5' EXISTING CURB AND GUTTER .5' I EXISTING CURB AND GUTTER 6" TO 12" EXISTING HOT BITUMINOUS PAVEMENT r— 4" PLANING NORTH COLLEGE AVENUE/ RIVERSIDE AVENUE IMPROVEMENTS TYPICAL SECTIONS Designer: MRH Detailer: SED Sheet Subset: TYPICAL Subset Sheets: TY-6 of 104FELSBURG (IHOLT & ULLEVIG Project No./Code AQC 2873-117 STA 0142-039 13614 & 14148 7] Sheet Number 8 C -1 280 T 9 � I PE E MAINTAIN ACCESS 70 DRIVE-THRU NT DURING NT I CONSTRUCTION NEW R.O.W. iCLOSETACO JOHN'S \ '. 25' BSR I DRIVEWAY MATCH LINE SHEET PL-10 3 CENTERED CURVE 75_-65'_175' FLU NORTH r - — C � I- -t-1 C.L. — O W - O w r � Al 12' - '}' ° 3144 00 p ° FB ° 2 FO - Fo -- Fzo, 12'° 0 9+(j SI p TYPE 2 SECT N IB 1 ° 0 Qp ° o �4C /� -- --- _fig 9 a 6C 4- ° fl --- g �J 3 ° FO n Llip t-2 , / 180' J # S° ° 7 ' S AG -n v o® 2f+qp � 5 '`� p z NORTH COLLEGE H.C.L. ° E 1 ° ° _ o 12'° o(� 6' T I a - ° n EAST�'H._C.L.p p Q ° �� r. _, P ta205+16.07 0 F— o o° �05 416-060 .°� ni jGU RB'& GUTTER Q ° o Q ° PE�2 SECTION IB o M N'a N� rn o 0 p N �i�J9k `2 'i C. I s � - -_ 2 S o �LR ° LxT �. AA BSR CURB TYPE 2 `_ o o:� SECTION B- I 25' FL', r ' - �;� I EXISTING R.O.W. f i PROPOSED R.O.W. � CURB TYPE 2 '', � - M � MATCH EXISTING 0 SECTION B � SIDEWALK I TEMPORARY LAN cp EASEMENT MATCH EXISTING E o� CURB & GUTTER w/LLOW ST HE PROTECT BUSINESS SIGN Val 0 2k 3 y o-n}c^2,S i LEGEND SCHRADER'S COUNTRY + STORE FLR = FLOWLINE RADIUS BSR = BACK OF SIDEWALK RADIUS HOT BITUMINOUS PAVEMENT 111/2" CONCRETE TRANSITION PAVEMENT NOTES: 1. BACK OF SIDEWALK FOLLOWS CURB ALIGNMENT UNLESS OTHERWISE DETAILED. NEW CURB & GUTTER 2. ROADWAY DIMENSIONS ARE TO PANLINE OF CURB & GUTTER UNLESS OTHERWISE LABELED. TEST HOLE LOCATION 3. SEE SHEETS LS-1 TO LS-11 FOR SIDEWALK/BIKE PATH MEDIAN, AND CROSSWALK DETAILS. VARIES PROPOSED 0'-14' CURB & GUTTER 2' i 7 15IBS ET PL -1� a Z 211/z" MILL & g OVERLAY 3" FULL DEPTH SAWCUT -j EXISTING PAVEMENT LINE PAVEMENT EXISTING CURB & GUTTER SECTION B - B PANLINE TRANSITION PAVEMENT Computer File Information Index of Revisions Creation Date: 09/25/01 Initials: SYS r� Last Modification Date: 12/19/02 Initials: PRH Full Path: K:\00230\ACAD\SHEET 0 Drawing File Name: R00230PLN02.DWG t� Acad Ver. 20001 Scale: 1 "=40' Units: ENGLISH 6a Cih of lml Collins CITY OF FORT COLLINS 281 NORTH COLLEGE AVENUE FORT COLLINS, CO 80522 Phone: 970-221 —6605 FAX: 970-221 —6378 VICINITY MAP WORK BY OTHERS j EXTEND RAILROAD PAD U.P.R.R. /--8' BY UPRR FORCES - w PROPOSED R.O.W. NbPTtf COLLEGE AVE. STA. 20+74.94= CHERRY ST /WILLOW ST STA 204+96 74 �20' BSR \ 25' FL R �� PERMANENT � N32'48W CURB & G ER EASEMENT 25.72 IOE OF FILL PE 2 SEC ION IIB .n �- TOP OF CU TEMPORARY _ EASEMENT 23' (STING R.O.W. 30' BSR A i X -- �- 3 H.C.L. a w CZ ' W w O oc--- - -- 3 B TYPE 2 EXISTING R.O.W. ;ECTION B _ o JUST OFFICE MONA F. EDUCO FURNITURE FRAYER C.P.A. (PROPOSED R.O.W. 20' BS ° 0 W PROTEXT BUSINESS THE FAMILY Z cicni I RELOCATE BUSINESS SIGN VARIES Uj z 5'-15' g2 i2 " MILL & OVERLAY 2' VARIES 0' -10' EXISTING SAWCUT-] 3" FULL D PAVEMENT LINE PAVEMENT SECTION C-C TRANSITION PAVEMENT PROPOSED `CURB & / GUTTER oT As Constructed No Revisions: COLORADO DEPARTMENT OF TRANSPORTATION 2207 E. HWY. 402 Revised: LOVELAND, CO 80537 Phone: 970-667-4670 FAX: 970-669-0289 Void: Reqion 4 DMM/PJG EXISTING CURB & GUTTER PANLINE I = EXPRESS CARE tJ TEMPORARY EASEMENT` ~ Q N40'1.4' 56.96"E 18.95' ' A MAINTAIN PEDESTRIAN ACCESS TO ALL BUILDING ACCESS POINTS MONDAY - FRIDAY 7AM TO 6PM. � r 43' BSR CONSTRUC NEW 24' RAILROAD PAD BY BNSF FORCES EXISTING RAILROAD CONTROL BOX TO REMAIN EXTEND RAILROAD PAD 8' BY BNSF FORCES O"n-1 EYZ S EXISTING RAILROAD GATE TO REMAIN 0 20 40 FELSBURG HOLT & ULLEVIG Scale• 1 "-40' NORTH COLLEGE AVENUE/ Project No./Code RIVERSIDE AVENUE IMPROVEMENTS AQC 2873-117 PLAN SHEET STA 0142-039 Designer: MRH 13614 & 14148 Detailer: SYS Sheet Subset: PLAN Subset Sheets: PL-6 of 131 Sheet Number BID C-1 280 9 oy F STA. 24+28 BREAK CURB 23 FOR DRAINAGE • TRANSITION CURB TO FL 0 0 .+.. -. d' - U.P.R.R. EXITING EDGE OF �VEMENT OH E z ' BSR V J & M PRECISION AUTO ! COLORADO DEPT. OF \ HEALTH EMISSIONS N40.1114.40"E TECHNICAL CENTER 63.66' PROPOSED ♦;f.,C3aN: \ \ ! `� L__ � `<� ems= ;� TEMPORARY EASEMENT - - CURB TYPE 2 _ GUTTER TYPE 2 (10 FOOT) \ SECTION M SEE SHEET DR-3 FOR DETAILS (SPECIAL) SEE CURB & GUTTER TYPE.-2 �y I O SHEET DE-1 SECTION IIB ! PROTECT BUSINESS 12' W z PROPOSED CURB & 2" MILL & 2 GUTTER OVERLAY EXISTING SAWCUT 18"FULL DEPTH PAVEMENT LINE PAVEMENT SECTION E—E TRANSITION PAVEMENT VICINITY MAP L---J �r i EXISTING POUDRE TRAIL CONNECTION 40, R EXISTING _ WEST : 3 Ht.L\ SIGN or; SIDEWALK - — - - - - - - - — — w — 8„ 20,' BSg/ - /� y \ r TO REMAIN EXISTING R.O.W. _U FL R M Q T�lSTGAAILROAD EXISTING MEDIAN TO REMAIN REMAIN LLB Z r J EXTEND RAILROAD PAD 8' BY BNSF FORCES \-- 53' BSR -EXISTING RAILROAD GATE TO REMAIN J L Ir Z rn a- n N � QLO ' N N 20'/ BS tJH �- o - \ - - - O� -E}H H -- �0 M — M -r y- Mt — M M , ,0� 0� 0� � Mj'} — — EXISTING SIDEWALKTOE OF FILL \.1— — T �T t _' CURB & GUTTER \ GUTTER TYPE 2 \(10 FOOT) � � TYPE 2 SECTION IIB \ 45 BSR SEE SHEET DR-3\FOR DETAILS EXISTING o N32.58' 57.1 1 "W `� I \ -Uo \ � EXISTING R.O.W. CURB &GUTTER 12.02' TEMPORARI� EASEMENT \ TO REMAIN z 0 J CONSTRUCT NEW \ \ cc)° CU 24' RAILROAD PAD -+ V BY BNSF FORCES V \ P&RMANENT EASEMENT j \ A\ \. \ LEGEND �\ NOTES: 1. BACK OF SIDEWALK FOLLOWS THE CURB ALIGNMENT 0 20 40 UNLESS OTHERWISE DETAILED. 2. ROADWAY DIMENSIONS ARE TO PANLINE OF CURB & GUTTER UNLESS OTHERWISE LABELED. 3. SEE SHEETS LS-1 TO LS-11 FOR SIDEWALK BIKE Scale: 1 "=40' PATH, MEDIAN, AND CROSSWALK DETAILS. / FLR = FLOWLINE RADIUS BSR = BACK OF SIDEWALK RADIUS HOT BITUMINOUS PAVEMENT 0 1 1 1`2 " CONCRETE TRANSITION PAVEMENT NEW CURB & GUTTER TEST HOLE LOCATION Computer File Information 0 Index of Revisions Z;;;A� Cityfoil ,,llin, CITY OF FORT COLLINS FO NORTH COLLEGE AVENUE FORT COLLINS, CO 80522 Phone: 970-221 -6605 FAX: 970-221 -6378 Creation Date: 02/13/03 Initials: JMH Last Modification Date: 02/13/03 Initials: JMH Full Path: K:\00230\ACAD\SHEET Drawing File Name: RCO23CPLN03.DWG Acod Ver. 2000i Scale: Units: ENGLISH EXISTING SAWCUT PAVEMENT LINE 8" FULL DEPTH PAVEMENT SECTION F—F TRANSITION PAVEMENT 0 Tj As Constructed F I No Revisions: COLORADO DEPARTMENT OF TRANSPORTATION 2207 E. HWY. 402 Revised: LOVELAND, CO 80537 Phone: 970-667-4670 FAX: 970-669-0289 Void: Region 4 DMM/PJG M s FORMER POWER PLANT z , EXISTING EDGE OF PAVEMENT NORTH COLLEGE AVENUE/ RIVERSIDE AVENUE IMPROVEMENTS PLAN SHEET Designer: MRH Detailer: JMH At PFELSBURG r' HOLT & ULLEVIG Project No./Code AQC 2873-117 STA 0142-039 13614 & 14148 Sheet Subset: PLAN Subset Sheets: PL-7 of 131 Sheet Number 81 0 9 11 AL EXISTING R.O.W. U) C) 0 'FOBW-E—IANE FO II FO 4 FO FO 1. U. P. R. R. 7 < VICINITY MAP 3: N li J rII � t a M EXIE MING SIDEWALK a M R a N < < 3: < r I_F WV"i FO It"KE tANE-- FO FO FO LLJ FO FO FO FO FO FO 8' BIKE LANE FO taT- FO 0 FO FO FO 13' z UJ NORTH COLLEGE AVE. 13' U) 04 _U N RTH COLLEGE H.C.L. 13' M 1 z 0 4 0) 13' Qf C4 30-1-00 31+00 00 - 6 w I L M M —M M n 32+00 6 rj� 33+00 op a- - of w Of (:; �< 0 Uj 34+00 "16' Iq 35+00 [T] p �)W, r% 0 F— 9 0) n � Ld 80' @ 20:1 UJ FT] 13' Of F U) < F--- zw 12' G)< • I V) U-1 ft� um 00 1 -_I 0 Z LLJ _t _j (n LLJ W 0 BIKE LANE 13' 100 @ 20:1 12' 1 NO 0 W — — — W 0 z 3 8 BIKE LANE --------- - - - - - - - - - - C) G VV yy V� —t� 12' BIKE LANE - 3"-- I— < 1 O� 0A of of 0A 01 11 4, 0 - 0j — Oj :7- J1 a w 0 aim n a V w 0 a a a 0j 01 a a a a A Nt a a z < F_ U (J� U) EXISTING r i 7� SIDEWALK POUDRE PET z 7 < TO REMAIN & FEED SUPPLY < :F F_ GROTTO U) EXISTING CURB & GUTTER \EXISTING POUDRE RIVER BRIDGE EXISTING R.O.W. TO REMAIN 4j LLI > EXISTING POUDRE RIVER TRAIL C) Li Z 44j REG",,x INFORMER POWER PLANT y L NOTES: 1. DIMENSIONS ARE TO PANLINE OF 0 20 Nk 40 CURB & GUTTER UNLESS OTHERWISE LABELED. 6pti_m� FELSBURG Scale: 1 "=40' NMI HOLT & ULLEVIG As Constructed Computer File Information Index of Revisions NORTH COLLEGE AVENUE/ M - Creation Date: 09/25/01 Initials: SYS Project No./Code RIVERSIDE AVENUE IMPROVEMENTS Lost Modification Date: 03/26/03 Initials: zV No Revisions: AQC 2873-117 COLORADO DEPARTMENT PLAN SHEET STA 0142-039 Full Path: K:\00230\ACAD\SHEET 0 CITY OF FORT COLLINS OF TRANSPORTATION MRH 2-1 NORTH COLLEGE AVENUE 2207 L. HWY. 402 Revised: Designer: 13614 & 14148 FO Phone: 970 Drawing File Name: R00230PLN04.:D:W:G "PT COLLINS, CO 80522 LOVELAND, CO 80537 Phone: 970-667-4670 Detailer: SYS LISH] -221-6605 FAX: 970-669-0289 Acad Ver. 2000i Scale: 1 "=40' Units: ENG FAX: 970-221-6378 Region 4 DMM/ JIG Void: Sheet Subset: PLAN Subset Sheets: PL-8 of 13 Sheet Number 82 Me! 9 W. C -1 280 9 ►E 0 VICINITY MAP i RESET CHAINLINK FENCE 3' BEHIND EDGE OF PAVEMENT Cq ALLEY ACCESS H.C.L. 0+00 I 4 I I 'I 0 a MATCH EXISTING DRIVEWAY � 1 I I iL j STA. 102+92 BEGIN TAPER O I ��I� —M� M — M II + I M TDS- JW BREWER TIRES O � I , j � I ; �I EXISTING R.O.W. STA. 1 03+5 6' LT j ■ j MATCH EXISTING END TAPER 3 I CURB & GUTTER I � �i 10' 12' 2 1 10':I IA I I 3: STA. 01 �� OF 28' IVE TYPE B PANLINE 1 O EXISTING/ z PROPOSED CURB & z 2" MILL & 2 GUTTER g OVERLAY EXISTING I SAWCUT —� 3" FULL C PAVEMENT LINE PAVEMENT SECTION A —A TRANSITION PAVEMENT TEMPORARY CONSTRUCTION EASEMENT RESET CHAINLINK FENCE 3' BEHIND BACK OF CURB VARIES 2' 8' PROPOSED 0' -14' z CURB & —1 GUTTER 211,z " MILL & g r-i fOVERLAY 3" FULL DEPTH I SAWCUT J EXISTING PAVEMENT LINE PAVEMENT EXISTING CURB & GUTTER SECTION B—B PANLINE TRANSITION PAVEMENT Com uter File Information Creation Date: 09/25/01 Initials: SYS Last Modification Date: 12/19/02 Initials: PRH 0 Full Path: K:\00230\ACAD\SHEET Drawing File Name: RCO23CPLNC5.DWG Acad Ver. 2000i Scale: 1 "=40' Units: ENGLISH I ndex of Revisions oERR* H.C.L. / I I I I TCH EXISTING+�' CUB & GUTTER 1` EDGE OF PAVEMENT EXIS I G TEMPORARY EASEMENT �\ R.O.W. TOE FILL CONSTRUCT 19 DRIVEWAYMATC \ TYPE C a� STA. 201 +900 II EXIST NG -- ----- --- --- ,' I TAPERC SIDEWALK \� 4+413 \ 100 \ x _ I \ EXISTING R.O.W. Oy DRIVE -OVER CURB & GUTTER SE SHEET DE-1. oy PERMANENT\ STA. 2+97 FL. 0 UTILITY \ GUTTER TYPE EASEMENT \ TRANSITION CUR TO MATCF 05 \ b FORT COLLINS TIRE & AUTO CENTER i I I,III I EDGE OF PAVEMENT 1 F I LEGEND FLR = FLOWLINE RADIUS BSR = BACK OF SIDEWALK RADIUS HOT BITUMINOUS PAVEMENT 0 11112 " CONCRETE TRANSITION PAVEMENT NEW CURB & GUTTER TEST HOLE LOCATION ia Cih of Nat Collins CITY OF FORT COLLINS 281 NORTH COLLEGE AVENJE- FORT COLLINS, CO 80522 Phone: 970-221 -6605 FAX: 970-221 -6378 I Xk"�X>kXXX FO M \ 1 1 - `° 1 w — — �: �n o- \ o - ---- -- +-Q +O� Fo 1 �o ci— 20:1 Quo I I �r`LO m - V)6Ld �o \\ FTI PROTECT BUILDING w F— < I GUTTER TYPE 2q I SEE SHEET DR-4^ FOR DETAILS III U I NORTH I EXISTING R.O.W./1 1 H.C.L. o PERMANENT EASEMENT III TA. 20 9 �I 3: ENDo TAP �I + o MATCH EXISTING BI E LANE N i I CURB & GUTTER � I TOP O CUT II + I o J 11' 2 12 1', "I 10' Bl< FI l' TACO JOHNS B I L' — CURB & GUTTERSID WALKD\ L_01 \ TYPE 2 SECTION IIB C TOP OF CU 1 I I � � � 1 Ion \ 1 I \ \� w VARIES Z 5' -15' g211'i " MILL & 1VERLAY NOTES: 1. ROADWAY DIMENSIONS ARE TO PANLINE OF CURB & GUTTER UNLESS OTHERWISE LABELED. 2. SEE SHEETS LS-1 TO LS-11 FOR SIDEWALK/BIKE PATH AND CROSSWALK DETAILS. c�h As Constructed Dt No Revisions: COLORADO DEPARTMENT OF TRANSPORTATION 2207 L. HWY. 402 Revised: LOVELAND, CO 80537 Phone: 970-667-4670 FAX: 970-669-0289 Void: Reqion 4 DMM/PJG 2' VARIES 0' -10' PROPOSED r Z GUTTER _,.Q�,. 20 40 Jj 7865t 6144 1 "-40' EXISTING SAWCUT 13" FULL DEPTH PAVEMENT PAVEMENT EXISTING LINE CURB & GUTTER PANLINE FELSBURG SECTION C—C �� HOLT & TRANSITION PAVEMENT ULLEVIG NORTH COLLEGE AVENUE/ Project No./Code RIVERSIDE AVENUE IMPROVEMENTS AOC 2873-117 PLAN SHEET STA 0142-039 Designer: MRH 13614 & 14148 Detailer: SYS Sheet Subset: PLAN Subset Sheets: PL-10 of 13 Sheet Number 84 C..1 280 VICINITY MAP C.� SCHRADER'S COUNTRY STORE MgTC H .DIVE SHEET �;�EEp L-6 CHERRY H.C,L.,I_:, ! I i EXISTING R.O.W. R=50' 0 i �c) F- z i� \ <�t���i fTl I 1'O0' B I � JUST OFFICE MONA F. FRAYER FURNITURE C.P.A. MODIFY PARKING SPACES TO 900 NORTH 2 H.C.L. — PROT INESS SIGN MODIFY PARKING 90' EDUCO � - SPACES TO � EXISTING PROTECT EXISTING TEMPORARY R.O.W. TREES AND LANDSCAPING EASEMENT 75'45' 1 "E 5,8 r — — — ', THE FAMILY CENTER GU ER TYP 2 IIB 'n ` -I --�+-- - �---4- �- �- '--4- --• � 45' BSR 4455" TOE OF FILL / A" / i O 5 BIKE LANE Fn .; ,r 0 40 / I ATCH EXISTING /CURB &_ GUTTE7R BNSF G4_ — NOTES: — —' ' / `�'� ' \G — 1. BACK OF SIDEWALK FOLLOWS CURB ALIGNMENT UNLESS OTHERWISE DETAILED. 2. ROADWAY DIMENSIONS ARE TO PANLINE OF CURB & GUTTER UNLESS OTHERWISE LABELED. 3. SEE SHEETS LS-1 TO LS-11 FOR SIDEWALK/BIKE PATH AND CROSSWALK DETAILS. 4. AREAS SHOWN AS HOT BITUMINOUS PAVEMENT ON WILLOW STREET SHALL BE A 3" FULL DEPTH REPLACEMENT. A 2" OVERLAY SHALL BE PLACED OVER THE AREAS SHOWN AS HOT BITUMINOUS PAVEMENT AND TRANSITION PAVEMENT ON WILLOW STREET. —v t7EM E-- E E — — EN E— E EDGE OF FENCE --� —E— E— —E— Computer File Information 0 Index of Revisions CITY OF FORT COLLINS 281 NORTH COLLEGE AVENUE FORT : 970— ,221 — 80522 Phone: 70——6605 FAX: 970-221-6378 Creation Date: 09/25/01 Initials: SYS Last Modification Date: 12/19/02 Initials: PRH Full Path: K:\00230\ACAD\SHEET Drawing File Name: R00230PLN07.DWG Acad Ver. 2000i Scale: 1 "=40' Units: ENGLISH HHST4N( �nrF OF PAVEMENT WILLOW BUSINESS ACCESS H.C.L. KJ( I J -�i EXPRESS CARE TEMPORARY XISTING EDGE EASEMENT F PAVEMENT 7 �I \ O 0 PTSta8+8tl.91 ER15 TTNU PROPERTY LINE 00 FOR E---E.--——E--- E`— E 0 c,+ WE _,I -- E— E — —E— E —E — E i e fT K BY ERS LEGEND FLR = FLOWLINE RADIUS BSR = BACK OF SIDEWALK RADIUS HOT BITUMINOUS PAVEMENT _1 L 0 11 1,� " CONCRETE z r TRANSITION PAVEMENT 0 20 40 NEW CURB & GUTTER Scale: 1 "=40' TEST HOLE LOCATION or As Constructed NORTH COLLEGE AVENUE/ RIVERSIDE AVENUE IMPROVEMENTS �(PA 4,11 11 1 1 No Revisions: PLAN SHEET COLORADO DEPARTMENT OF TRANSPORTATION Designer: MRH 2207 E. HWY. 402 Revised: LOVELAND, CO 80537 Phone: 970-667-4670 Detailer: SYS FELSBURG HOLT & ULLEVIG Project No./Code AQC 2873-117 STA 0142-039 13614 & 14148 FAX: 970-669-0289 Void: Sheet Subset: PLAN Subset Sheets: PL-11 of 13 Sheet Number Region 4 DMM PJG A w C -1 280 9 I N MULBERRY STREET �S VICINITY MAP 149+00 h �- 5 150+00 151 +00 ^ w Z g Z o' w J 10 152+00 RIVERSIDE AVENUE 153+00 p ^° ° o i• u D �, u r o° D ::-_.: -- --7 O In T— Q v / Ld -- —w IN --w—— w—— —w ---w w — — —w— —w-- w— w — — —w — �zw ra \ \ w +XwZ 04wwg \ = U \ Z \ \C v� �i0 LEG EN D /�\ \ \ \ \ v : o�� o-ti°�`;�'s .;•,: >< EXISTING CONCRETE PAVEMENT FPROPOSED CONCRETE PAVEMENT Q� TEST HOLE LOCATION 0 20 40 FELSBURG NOTE: DIMENSIONS ARE TO PANLINE OF CURB MA H O LT & & GUTTER UNLESS OTHERWISE LABELED. SCALE: 1 "=40' ULLEVIG Computer File Information Index of Revisions oT As Constructed NORTH COLLEGE AVENUE/ Project No./Code Creation Date: 12/10/02 Initials: SED O _`__ RIVERSIDE AVENUE IMPROVEMENTS DE— ".� .—'I� No Revisions: PLAN SHEET AQC 2873-1 17 Last Modification Date: 12/ 18/02 Initials: SED O > ''°" ° i °` COLORADO DEPARTMENT STA 0142-039 Full Path: K:\00230\ACAD\SHEET CITY OF FORT COLLINS OF TRANSPORTATION Desi ner: SED 2207 E. HWY. 402 Revised: g 13614 & 14148 281 NORTH COLLEGE AVENUE LOVELAND, CO 80537 Drawing File Name: R00230PLN20A.DWG FORT COLLINS, CO 80522 Phone: 970-667-4670 Detailer. JMH Phone: 970-221 —6605 FAX: 970-669-0289 Void: Sheet Number 96 Acad Ver. 2000i Scale: 1 "=40' Units: ENGLISH 0 FAX: 970-221-6378 Region 4 DMM PJG I Sheet Subset: PLAN Subset Sheets: PL-12 of 13 0 N 8 C -1 280 v //��—--W--W--_W— �LN---W�-- _Wc�--��W-- —� M / / 4/ / i�Z' GREAT WESTERN R-A1_LR0A6_-- t - a. CUR AND GUTTER TYPE 2 o U' SECTION IIB V D D °;�•'// 6 °D D _ p D D T O Lo c) z 47.54 FL R Z w MATCH EXISTING ,off D e ° D D ° D ° °° DP ° LiJ v~i m CURB AND' GUTTER p ° ° ° EXISTING CURB AND FOR DETAILS SEE MULBERRY GUTTER TO REMAIN P \� ; —RIVERSIDE INTERSECTION is ; _� Yam: (TYP•) STORM SEWER IMPROVEMENTS p D D ° P ° D ° _ �p � �P a' a t i 1 P P , D ° D N P B. D D r•-� D - DD n D n I-i1 - - DD �D ° ° DD D°� - p / _ D ° _ ° D °D ° ° s D Dn i -a °.. _ ° f�° °D aD _D D. D D` D ��J"1n/.- _ _..u_-..� D_ `�"4 �.--o �l W D n p� ° n a D 156+ 0 0 I J P+00 .� T D ° ,�, ° , ° 158+00 e D ° ' ° 159+00 18 ° 154+0b in d `55+00 D Dn ° D ° �/�f //�/� D Q P P - a ° D D D n _ D _ T / D P D - - D � / D` D a - P° D W • D - ° 'Y p° D D P P ° D a n D D ,; � + n w. oD - - D ° ° P - o P \p ° - D � ° -, -07- � D a - ° Gi 1 7l+ .. + ,, Ln N - - D I� P ° ° • D ° n D ° ° ° ° P �° n ° , en ° ° D ° ° s ° '° P P 4 D D D _ _... _ .. 04Cn ;n : - p nl •°_ D D / l D D °D D P - ° D� P .�� _ P _ P D ° m ° D P� I W-✓• f I D P-�° D _d D P/ _A_ D�° D D D P n_n P.P Z Z L P Y ° D ° ° ° ° ° rn i ,- ° _ ° ° D _ - n ° P - _ D / ._ A, n �D '4 Q� ° D � ° " n D P r!l D iE V D D nD u D P. B ° ° Gi D ° .A > - PD rr n D a v / ° D P a D B D �..._ D. D° CO D P B .D p P _ w D° D _.__ a P D • ,(� In ° D °P D ! D o n D °. n ° °D ° ° D DD e ° wD , �D D ° D 00 RI RSIDE-AVENUE ° D D - DP ° ! D ° \ DN ° �° n ` D pp D p. Y D ° W — P — W ° — W'�e 2 W 4% — v — W e P W — DP W — — W P ' Y D —D W — n W D D ;D P D / ° ; j pn °��._ �o _.._- .._ _ P s Y ° /7 P o n ° ! n P Y D J...\f} n/D -F D P _ P D 00 i r , J � J I�JS L TRUNCATEa DOMES O ° a S\ ° D �rr .� ( ) �\ FOR DETAILS SEE MULBERRY �/'' o °-9' TYP. \ ° DD y -RIVERSIDE INTERSECTION `,, ,%,i �z, / / o ° D ° % / D /•/ 3 i \ \ STORM SEWER IMPROVEMENTS D F�E I SE ION \ MEDIAN COVER�MATERJAk V (PATTERNED .,cONCRETE) 11 P Cl C) FOR DETAILS SEE MULBERRY —RIVERSIDE INTERSECTION LEGEND STORM SEWER IMPROVEMENTS NOTE: DIMENSIONS ARE TO PANLINE OF CURB & GUTTER UNLESS OTHERWISE LABELED. Computer File Information Creation Date: 12/10/02 Initials: SED Last Modification Date: 12/18/02 Initials: SED Full Path: K:\00230\ACAD\SHEET Drawing File Name: R00230PLN21A.DWG Acad Ver. 2000i Scale: 1 "=40' Units: ENGLISH / FEXISTING CONCRETE ]PAVEMENT PROPOSED CONCRETE PAVEMENT _.-TNEW CURB & GUTTER 0 TEST HOLE LOCATIONS O O Index of Revisions 0T 6iak °F '�IMI.l I .A�', ( R 1 � N c�Ly>rf��r�c,uas COLORADO DEPARTMENT CITY OF FORT COLLINS 2 TRANSPORTATION 2 281 NORTH COLLEGE AVENUE 0E E. HWY. 402 FORT COLLINS, CO 80522 Phone: 7 -6 8053E Phone: 970-667-4670 Phone: 970-221 -6605 FAX: 970-669-0289 FAX: 970-221 -6378 Reaion 4 DMM/PJG As Constructed No Revisions: Revised: Void: 0 20 40 SCALE: 1 "=40' NORTH COLLEGE AVENUE/ RIVERSIDE AVENUE IMPROVEMENTS PLAN SHEET Designer: SED Detailer: SED FELSBURG 0"Ap & ULLEVIG Project No./Code AQC 2873-117 STA 0142-039 13614 & 14148 Sheet Subset: PLAN Subset Sheets: PL-13 of 13 1 Sheet Number 87 C -1 280 O 00 f11 1 C3 KXXX_xx = EXISTING ELEVATION XXXX.XX = PROPOSED ELEVATION 4976 WOWS W1020 4970 400+00 SCALE: 1 " = 40' 1" = 4' HORIZONTAL VERTICAL :': 60' 0 k = 33 4980 0 o o SSD = 283$' O r- (D t�) 00 � 0 0� 0r- 0� 00 . +�j O C) 4978 - M WEST 1 PGL a w a w o f w J W —0.729; 4976 EXISTING j oo GROUND 4974co I + (f) I O 0 4972 J LO r � 00 :(O -+=--d- 04 0 !O :•ice L ` 4970 o r- O r7 N CC) � 0- + r 00 i�rn I M- N Q> M C, (DO W + cD Ord; r- 0 O m .. _ W, W a_ W fl- 0o M o n Lq +r,� r o'±(° 0 = W y J ar W 15' S$D = 567' (0 r)-, 0) I•:s] 4976 :BrMi 4972 4970 300+00 301 +00 302+00 WEST 1 WEST CURB PAN OF NORTH COLLEGE AVENUE SOUTH OF MAPLE STREET e /. ; 4976 4974 4972 4970 401 +00 402+00 403+00 404+00 ` Frs`:• NAL EAST 1 EAST CURB PAN OF NORTH COLLEGE AVENUE SOUTH OF JEFFERSON STREET J FELSBURG irn HOLT & ULLEVIG Computer File Information Index of Revisions oT As Constructed NORTH COLLEGE AVENUE/ Project No./Code Creation Date: 12/16/02 Initials: JMH O •--� RIVERSIDE AVENUE IMPROVEMENTS '—�—' AQC 2873-117 °���—���'���'�� �����°°'���°� Last Modification Date: 03/24/03 Initials: ZV l� a�,` i r<,) c ;i, ns COLORADO DEPARTMENT No Revisions: PROFILE SHEET STA 0142-039 CITY OF FORT COLLINS OF TRANSPORTATION Designer: MRH 13614 & 14148 Full Path: K:\00230\ACAD\SHEET 0 2207 E. HWY. 402 Revised: 281 NORTH COLLEGE AVENUE LOVELAND, CO 80537 Drawing File Name: R00230PR003.DWG 0 FORT COLLINS, CO 80522 Phone: 970-667-4670 Detailer: JMH Phone: 970-221 -6605 FAX: 970-669-0289 Void: Sheet Number 88 Acad Ver. 2000i Scale: 1 "=40' Units: ENGLISH 0 FAX: 970-221 -6378 Region 4 DMM PJG Sheet Subset: PROFILE Subset Sheets: PR-1 of 6 C-1 280 c.� 4980 110' k po = 45' O SSD = 478' O pto � N ni M 4978 _. _+o _ o r r 0) T p LO r oo 0 W > J + r1- 4976 a_ Li 2.05/p 4974 ---- 4972 i 4970 'JJ co 00 rn i7, rn 4968 310+00 vxxvyx = EXISTING ELEVATION XXXX.XX = PROPOSED ELEVATION 4980 N O 0 65 + k = 49 a N o) ( SSD > 305' . , (D --__ . CO --- _-�, �- _ __------- 0 --M _--- _ _ _____ - � 4978 q �i c.4 + rn EXISTING GROUND d m 60 a, � N • r O + �rn �oa WEST 2 L� �� 976 a_ W -i w (n of J W J a- W ' f} 50% 0.40%1 -o. 3� 4974 4 w k 44 M z SSD - 904' + — J 4972 M 0) '� = ��� Q 4970 -r, �;'<In `. tp <<'.'r :", r r:�(D 00 's)i� 0 ,I't C!: Lin n 0 -':.ice _-JN ;'� .� T-ice .,� i;-� '. n rn + 0,10) i !� 0)., 4968 31 1 +00 312+00 WEST 2 WEST CURB PAN OF NORTH COLLEGE AVENUE/MAPLE STREET TO CHERRY STREET 313+00 314+00 4980 0 4980 44' 30 O k = 50 SSD > 305' + SSD > 305 4978 __ -_._ __ __._ _ ___ ____ _ _._ _ _ __ ___ - -_ - __ _ ___ __._ __0 ____ _ __Q _ __ _ ___ ___._ ___ _._ __._ � 4978 00 o 00 0 00 00 o c— oM 4 j 0 + + • oN 0) + O + + °' CM + EICISTING GROUND O I� O + f 7 N r + rr) N r') Q 4976 4976 -- dw i l d a_w aw aw; o w (%) —0.30%' 0.58� — r 0.34� - 4974 -- - - - - -- p - - __ - 974 - - - 4 0 1.' N Od- �jr Co� M00 +Mto N1q- N� �Z rn 4972 \— 4972 ___. _ ..___ r.-_ _. ____._._ �____. __ _.__.-- �-_-___ --_-_ _ ._-- �-----__._ .__._-. _._._ .___.-----,__-� __ _ __.__.-._ � cn_----._. _ __;� �_ EAST 2 PGL O� �W �W �W j0J ! U Jw 40' �w 21 Q 4970 SSE 593' 4970 p'M f� p �a OO �� N M�r�rn v�0 O Ln �N I� r; M N �I� -7,'rn ,j,rn -��� (1) rn ;rn •TIrn :7>�rn rn :3��rn a�rn <<.;rn rn ,Irn ,irn�rn 4968 .� �i� _ 4968 410+00 SCALE: 1 " = 40' 1" = 4' HORIZONTAL VERTICAL 41 1 +00 412+00 EAST 2 EAST CURB PAN OF NORTH COLLEGE AVENUE/JEFFERSON STREET TO WILLOW STREET 0 we] IQ 414+00 MA FELSBURG rIHOLT & ULLEVIG Com uter File Information Index of Revisions oT ---�-- -- _- ak o—. W� .7""' ° �">°''`°' °iir COLORADO DEPARTMENT CITY OF FORT COLLINS OF TRANSPORTATION 220E E. HWY. 4oz 281 NORTH COLLEGE AVENUE LOVELAND, CO 8053E FORT COLLINS, CO 80522 Phone: 970-667-4670 Phone: 970-221 -6605 FAX: 970-669-0289 FAX: 970-221 -6378 Region 4 DMM PJG As Constructed NORTH COLLEGE AVENUE RIVERSIDE AVENUE IMPROVEMENTS PROFILE SHEET Project No./Code Creation Date: 12/16/02 Initials: JMH No Revisions: AQC 2873-117 STA 0142-039 Last Modification Date: 05/16/03 Initials: ZV Revised: Designer: MRH g Detailer. JMH 13614 & 14148 Full Path: K:\00230\ACAD\SHEET Drawing File Name: RO0230PRO04.DWG Void: I Sheet Number 89 Sheet Subset: PROFILE Subset Sheets: PR-2 of 6 Acad Ver. 2000i Scale: 1 "=40' Units: ENGLISH U C-1 280 CD no (V 4980 4980 50' 52' In k — 22; k= 17 SSO 211 Cal SSD 488 0 0 4978+ 0 0 4978 CIO CIO j U Lr)CY) 0 + 0 + Lr) L() r Lf) + --4 -5; 4976 4976 0) a_ Ij > -j LAJ 15: .25% 04974 4974 r� 00 Lli 0 04 C14 0) Iq Cq EXISTING GROU14D cD + 'q- 0) + 4972 =I --' -- --- --- -- 4 - - -- - -- - - - - -'; --- ------------ 4972 "t LO WEST!2 PGL C) > a- LLI 0 -j 0- LLI Jw < 4970 i 4970 r- 00 ro' 00 0) i CIO 00 CY) CY) a) (y) !a) 4968 4968 315+00 316+00 317+00 WEST 2 WEST CURB PAN OF NORTH COLLEGE AVENUE/MAPLE STREET TO CHERRY STREET 4980 4980 32' C) k = 10 O 00 0 Ln SSD 164' 0 0 0 C) 10 111), tn ---- - -- -7 4978 -it Do- - 0 4978 r- oo �o C:) L0 Lr) co 0 +4 +4 -�J- 0 0 Nl- + + 04 60 0 r- Ln rl- 0) (D to 0) C LO C LO ('4 0 10- It 't + + 0 > 'q- .4 + (D Lr) 0 C C) (N t Cn 4976 a_ W t r- i r� r�- 4976 j EAST 2 PGl- a) a) + CNi r- a) -0.73% -0.72% a_ Lq C) (0 r� M 'a) of > a- LL1 > t 0.54% i 5; EL W -0.807. IL Ld V) -43% -0.13% -.0.60% 5; -j - - I I - I ----0.45Z 4 4974 tr) - 1 4974 0 00 0.67%0 u 0.547, .437o -0.1 Z-0 - 6 0 L7., 00 Ij-v Li 000 CIO (D r, 0 0) 0.877%, 7 + < 0 4 r, XO —6) 0 CM - ------ ------ 17! - ------ 4972 4972 + C14 0 0 < ft! r-- + 26 5; a_ LLI k EXISTING GROUND 12 0 < 0. SSD = 510' -JILJ 4970 4970 0 0 00 C14 00 0 0) Lr) (C' i to L0 C'4 0) 1,100 0 Ki r it ita) a) (71 i 0) �7� 10) C)) Cy) 0) 0) C It , "t 1-t q 4968 4968 414+00 415+00 416+00 417+00 418+00 NA EAST 2 ...... SCALE: 1 " = 40' HORIZONTAL EAST CURB PAN OF NORTH COLLEGE AVENUE/JEFFERSON STREET TO WILLOW STREET Ad FTLSBURG XXIXX.Xx' = EXISTING ELEVATION 1 " = 4 VERTICAL rl HOLT & XXXX.XX = PROPOSED ELEVATION ULLEVIG Computer File Information Index of Revisions As Constructed NORTH COLLEGE AVENUE/ Project No./Code— Creation Date: 12/16/02 Initials: JMH RIVERSIDE AVENUE IMPROVEMENTS AQC 2873-117 Last Modification Date: 05/16/03 Initials: zV COLORADO DEPARTMENT No Revisions: PROFILE SHEET STA 0142-039 OF TRANSPORTATION Full Path: K:\00230\ACAD\SHEET CITY OF FORT COLLINS 2207 E. HWY. 402 Revised: Designer: MRH 13614 & 14148 281 NORTH COLLEGE AVENUELOVELAND, CO 80537 Drawing File Name: R00230PR005.DWG FORT COLLINS, GO 80522 Phone: 970-667-4670 Detailer: JMH Phone: 970-221-6605 FAX: 970-669-0289 Void: Sheet Number 90 Acad Ver. 2000i Scale: 1 "-40' Units: ENGLISH FAX: 970-221-6378 Region 4 DMM/PJG Sheet Subset: PROFILE Subset Sheets: PR-3 of 6 grel 0 no N 4980 40' 4980 20' k = 33 k = 6 40 80 - SD > 305 _ 7 O SSD - 447' _ _ _ SSD > 305' o _ Q _-__ 5 __ _. SD 2 _ _ _ �� �M _ ___ __. __. __ _- -_- �"� 4978 p 4978 k 00 ,n 0 O 0't O o M p O 00 +� +� Nr M� M pp j O +� p pp 0) MIS MIS re) 0) 0 00� N04 � o EXISTING GROUND N! + M LQ N M U J I N- - - n -- --- `P r- 4976 - - -- -_ _ oa ,� o) - - - - --- - - - — - — - a ; ---- + M -- ----- o - - -- i_ -- -- p N a, 4976 d W O+ r M N O) i O� p rN� w a>.w >w -0.3 Md o w +a) o 0 0r a-w 9% -2 N r` + � p 0D M 0 00 _ - o � - __ 4974 w r _- --- - .. - - 83y _.. _ _ _ . _.. _ . 0 4974 __ _ __-=_- _-- - _ - - --- ..- _. _._ __. __ . _ _ N O) -N I� U 1. y -- - ��- d W M� M� >J +O N O� i D r 0.30% _ U Qr w O f� (Co 00 ',, - 62% w 4- +p - 4972 — 1. w __ ___ _ __._ _ _._-___.___. _____ _ _ __ _- 1 5 -_ -___ __ _ Nam__ _.__ 4972 b - -- -- - - - - - - - - - -- -- M + `� - o i i 04 rn WEST 3 PGL o dw 0 I rn 0.30% 4970 J w 4970 ( 30' N d w k = 22 �n Z = 04 _ 4968 4968 __ ___ _ _ __- - m Lr) ;t)!O i'- 0a -,ln �iM �'!O 00 .,�(O :y....M n O O =�:N ;IM M id T,t(O 0i0) A' M C N -L �p �, In =1� i� ' OD p �•'Nj I:M r IM M M M,M M M M I� �� ��Ir ). rn rn rn 0) r � 4966 4966 - 320+00 321 +00 322+00 _WEST 3 323+00 324+00 325+00 WEST CURB PAN OF NORTH COLLEGE AVENUE NORTH OF CHERRY STREET 4980 4980 60' k 30 69 = SSD > Cl k - 66 I 5, k 0 30 4978 30 SSD > 305 - ----- - - -- -- - . _._ -- - - - - - --- - ---- 4978 - - - --- - - - -- s > 3D5 _t o 'o _ SC3 N O O M M M 0 '!O) 0 00 0 oN mod Mj +rri^� 0 40' ! + r7 00 N + N _- N M + M, 04 N O) N O)-- - - O � -. - _1 1_ - - 4976 � � _ .__ .o ._ _ + - Nei - -- - - c r -- - � Er � - + rn o SSD = 150 _04 aw � o ; 4 - EXISTING ;GROUND -� a �' : °) M p U >J dw 0 w +N tn� p O > J — J i M l� + p O > J d W W _ _ _ _ _....._.__ ..._.. > J N LO t > _ -- 4974 IO - -..-- - ---- -..._ - ^; r-- -. - ' . _ __ {}.BUJ � M� Obi p) O) � - -- i � �j � _ _.. -- - 7. _- __ _ _ W 4974 0.50 D! 34 -w �� N� +o +�O -� 41% 0 -1 11� g o 0 O) J dd N� �l� �0) O) � I ! J 4972 4972 rn 1:8Q w LAST 3 PGL -1607. 6% O 4970 J w 4970 0 J Lo0 — N + O - - --- 4968 4968 Z 4966 4966 ,� 0 ) 0 m �N �p N X O �F " LoLr) a;;� a,,M N �:�N a;,N M r x ja0 rn r �N c; Co in h, �rj r?ilj ,,iKj � Kj "-: ^`}!M �:pe) tr) ��N O C,�O ;��0 -c. • ` Ir` ( 'ice _ice i� i� ! t : rn -, , 0) 4964 4 /otiA 420+00 421 +00 422+00 EAST 3 423+00 424+00 425+00 EAST CURB PAN OF NORTH COLLEGE AVENUE NORTH OF WILLOW STREETpwH O LTRG ELEVATION SCALE: 1" = 40' HORIZONTAL �HOLT 8L r EXISTING XXXX.XX = PROPOSED ELEVATION 1 " = 4' VERTICAL ULLE NORTH COLLEGE AVENUE Computer File Information Index of Revisions oh As Constructed Project No./Code Creation Date: 12/16/02 Initials: JMH 1 e- RIVERSIDE AVENUE IMPROVEMENTS �_----- AQC 2873-117 ��1,� � �-1s'�°������°� Lost Modification Date: 03/25/03 Initials: ZV 0 c,« ,rr,,c,ii,„s COLORADO DEPARTMENT Na Revisions: PROFILE SHEET sTA 0142-039 Full Path: K:\00230\ACAD\SHEET 0 22 TRANSPORTATION CITY OF FORT COLLINS Designer: MRH 13614 & 14148 281 NORTH COLLEGE AVENUE 220E E. HWY. 402 Revised: LOVELAND, CO 8053E Drawing File Name: R00230PR006.DWG FORT COLLINS, Co 80522 Phone: 970-667-46E0 Detailer: JMH g " O FAX: 970-222-6378605 FAX: 9Eo-66DMM/ Void: Sheet Subset: PROFILE Subset Sheets: PR-4 of 6 Sheet Number 91 Acad Ver. 2000i Scale: 1 =40 Units: ENGLISH Region 4 DMM PJG C -1 280 9 I O O o(3) O Orn ��' O + to N r O o r + 6 Oo 4978 IIt r C)� + � _ - 0m �� 04 �w > o� EXISTING GROUND Ln +�;- o w;i 00), �n v ii w 4976 -1.25� �:03�; _. { _ > �. a_ w 39. 1 PGL 4974 _ ,NORTH - - 4972 t_ -- - O) z l 0) i to r, i r- 'v � CO .; O) 00 EXISTING ELEVATION r; Sri Lri }!U) ;!ui C, XXXX.XX = PROPOSED ELEVATION rn cn �>'� �>'� �' CD � 4970 0 _o o 4978 O N �p0 o 00 ,� ! i 00� CON + OON 0� �T r ± O M LO� �� r 0M N oM r- (V t` ; Orn 4976 iiw i-W w iiw iiw i 5% 0. 0% —0.40 _0.20% —O.l tx -- ------ 4974 -- - 4972 0) 4970 SCALE: 1 " = 40' HORIZONTAL 1" = 4' VERTICAL 500+00 501 +00 NORTH 1 502+00 503+00 NORTH CURB PAN OF CHERRY STREET am 4976 4974 4972 ,m 4976 4974 4972 4970 •,, 4962 _ _-_ __ _ ___ __ _ ___ __ _ _ _- _ _--_ __ ,___ ___ __- -_____ _ i. _-__._ _-_.-__ _-.-_. ._._._..__ _. - .--.._ -.._. - . _, _._--._--_...__-._ ._ ! rt..__. _.-._. _.__. -__- _ r _.__ .__ _- _. 1._-..._.._-.. _ _--_.___._-_ .__-- �� o� �0 4962 o x,)rj :C� � -� �to u ,, O f Lr)00 c(O �� N I- i,ir- 0 C ' O O = • � 00\'�c @� . r �� N �� �,�I496 �., 11 , ,. 4960 pm CRT RG 510+00 51 1 +00 512+00 NORTH 2 513+00 514+00 515+00 r4HOLT& NORTH CURB PAN OF WILLOW STREET ULLEVIG Computer File Information 0 � 0 Index of Revisions -- _ 6a—k ---� -�-- 0""' "'' '' �' <<<° n, COLORADO DEPARTMENT CITY OF FORT COLLINS OF TRANSPORTATION zzo7 E. HWY. 402 281 NORTH COLLEGE AVENUE LOVELAND, CO 80537 FORT COLLINS, Co 80522 Phone: 970-667-4670 Phone: 970-221 -6605 FAX: 970-669-0289 FAX: 970-221 -6378 Region 4 DMM PJG As Constructed NORTH COLLEGE AVENUE/ RIVERSIDE AVENUE IMPROVEMENTS PROFILE SHEET Project No./Code Creation Date: 12/16/02 Initials: JMH No Revisions: AOC 2873-117 STA 0142-039 Last Modification Date: 03/25/03 Initials: ZV Full Path: K:\00230\ACAD\SHEET Revised: Designer: MRH g 13614 & 14148 Drawing File Name: RO023OPR007.DWG Detailer: JMH Void: I Sheet Number 92 Acad Ver. 2000i Scale: 1 "=40' Units: ENGLISH Sheet Subset: PROFILE Subset Sheets: PR-5 of 6 C -1 280 4974 4972 4970 4962 150TON •0 , • T3 4976 sm 4972 4970 5+00 0+00 X'<XX Xx; = EXISTING ELEVATION XXXX.XX = PROPOSED ELEVATION Computer Creation Date: Last Modification Date Full Path: Drawing File Name: Acad Ver. 2000i SCALE: 1 " = 40' 1" = 4' File Information 12/18/02 Initials: JWW 03/25/03 Initials: ZV K:\00230\ACAD\SHEET R00230PR009.DWG Scale: Units: ENGLISH 6+00 1 +00 HORIZONTAL VERTICAL Index of Revisions 7+00 WILLOW BUSINESS ACCESS8+00 2+00 ALLEY ACCESS 6iik Ql) o� Fort Collins CITY OF FORT COLLINS 281 NORTH COLLEGE AVENUE FORT COLLINS, CO 80522 Phone: 970— 221 —6605 FAX: 970-221 —6378 3+00 �oT As Constructed °'"` No Revisions: COLORADO DEPARTMENT OF TRANSPORTATION 2207 E. HWY. 402 Revised: LOVELAND, CO 80537 Phone: 970-667-4670 FAX: 970-669-0289 Vold: Region 4 DMM PJG mme][61 WwN 10+00 5+00 NORTH COLLEGE AVENUE/ RIVERSIDE AVENUE IMPROVEMENTS PROFILE SHEET Designer: M RH Detailer: JWW Sheet Subset: PROFILE Subset Sheets: PR-6 of kp]La 4972 4970 LBI= • • •1 4962 ,• ; 4976 4972 V i4 <i i J.i • � 497 ON- FEISBURG HOLT & ULLEVIG Project No./Code AQC 2873-117 STA 0142-039 13614 & 14148 61 Sheet Number 93 C -1 280 9 i I Crt La; Ful Drc Acc LEGEND PA PLANTING AREA • — — — — — PROPOSED ROW/PROPERTY LINE O-• T RELOCATED/PROPOSED TRAFRC SIGN 0 LIGHT STANDARD AND LUMINAIRE DECORATIVE LIGHT STANDARD METAL (30 FOOT) TREE GRATE C-1 280 0 no N Ed KDW TACO JOiN'S cr 8'-4" PA „ I fl 0 0 � W I J DRIVEWAY TYPE A E J n TRAFFIC SIGNAL I � TYP. IDRVEWAY TYOE E A SPLASH PLATE - m i LS-7 a E DRIVEWAY TYPE A 3 W �-8 Computer File Information Creation Date: Initials: Last Modification Date: 6-18-03 Initials: JS Full Path: P:\OF067.02\CAD\SHEETS Drawing File Name: LS102 Acad Ver_ 2002 Scale_ 1 "=40' Units: ENGLISH Index of Revisions ia City of Nori Cullros CITY OF F OF l COLLINS 281 NORTH COLLEGE AVENUE FORT COLLINS, CO 80522 Phone: 970-221-6605 FAX: 970-221-6378 nT As Constructed DEPAF VL 1 1 N No Revisions: COLORADU DLPARTMENT OF TRANSPORTATION 2207 E. HWY. 402 Revised: LOVELAND, CO 80537 Phone: 970-667-4670 FAX: 970-669-0289 Void: Region 4 DMM/PJG y - �'L-I,L MVL. M] Im 10 20 40 60 FEET NORTH COLLEGE AVENUE/ RIVERSIDE AVENUE IMPROVEMENTS STREETSCAPE PLAN Designer. JDM/KS I KS N J � � I W W n tW FELSBURG HOLT & ULLEV IG Pro iect No. /Code AQC 2873-117 STA 0142-039 13614 do 14148 Detal er. JS/JW/ Sheet Subset: LS Subset Sheets: LS — 2 of g Sheet Number 95 C-1 280 C. or. N KEYMAP PA -CURB RAMP TYPE 4—J D TREE GRATE 3 (CDOT STANDARD) Y �NORTH COLLEGE AVE. zs+oo - 26+00 27+00 28+00 � Z Computer File Information Creation Date: Initials: Last Modification Date: 6-18-03 Initials: JS Full Path: P:\OF067.02\GAD\SHEETS Drawing File Name: LS 103 Acad Ver. 2002 Scale: 1 "=40' Units: ENGLISH PA • Index of Revisions CitN of Fort Collins CITY OF I Off I COLLINS 281 NORTH COLLEGE AVENUE FORT COLLINS, CO 80522 Phone: 970-221 —6605 FAX: 970-221 —6378 OT As Constructed No Revisions: COLORADO DF f'ARTMFNT OF TRANSPORTATION 2207 E. HWY. 402 Revised: LOVELAND, CO 80537 Phone: 970-667-4670 FAX: 970-669-0289 Void: Region 4 DMM/ PJG / I . W1 FELSBURG M4 Elm0 10 20 40 60 FEET �� ��- ULGLEV IG NORTH COLLEGE AVENUE/ RIVERSIDE AVENUE IMPROVEMENTS STREETSCAPE PLAN Designer. Detailer: Sheet Subset: JDM/KS JS/JW/KS LS Subset Sheets: Project No./Code AQC 2873-117 STA 0142-039 13614 & 14148 LS — 3 of 9 Sheet Number 96 C-1 280 0 cc CY r CORNER TREATMENT - COLLEGE AT MAPLE - SW Computer Creation Date: Last Modification Date: Full Path: Drawing File Name: File Information Acad Ver. 2002 Scale: Initials: 6-18-03 Initials: JS P:\OF067.02\GAD\SHEETS LS401 0 1/8 " =1 ' Units: ENGLISH 0 7 511 0 2 4 8 12 FEET Index of Revisions Cih of Norl Collins CITY OF - Oil I COLLINS 281 NORTH COLLEGE AVENUE FORT COLLINS, CO 80522 Phone: 970-221 —6605 FAX: 970-221 —6378 0 CORNER TREATMENT - COLLEGE AT MAPLE - NW T)0T �--- COLORAUO 13LPARTMENT OF TRANSPORTATION 2207 E. HWY. 402 LOVELAND, CO 80537 Phone: 970-667-4670 FAX: 970-669-0289 Reaion 4 UMM/PJG As Constructed No Revisions: Revised: Void: owl] " FELSBURG o1 ,♦RA HOLT & 0 2 4 8 12 FEET ULLEVIG NORTH COLLEGE AVENUE/ RIVERSIDE AVENUE IMPROVEMENTS CORNER TREATMENTS Designer: JDM/KS Detailer: Sheet Subset: JS/JW/KS LS Project No./Code AQC 2873-117 STA 0142-039 13614 do 14148 Subset Sheets: LS — 4 of 9 I Sheet Number 97 C-1 280 CORNER TREATMENT - COLLEGE AT JEFFERSON - SE _ Computer File Information Creation Date: Initials: 0 Last Modification Date: 6-18-03 Initials: JS Full Path: P:\OF067.02\GAD\SHEETS Drawing File Name: LS402 Acad Ver. 2002 Scale: 1/8 " =1 ' Units: ENGLISH 7% :W� - W ®1 0 2 4 8 12 FEET Index of Revisions CrtN of Furl Collins CITY OF [ ORl COLLINS 281 NORTH COLLEGE AVENUE FORT COLLINS, CO 80522 Phone: 970-221 —6605 FAX: 970-221-6378 0 CORNER TREATMENT - COLLEGE AT WILLOW - NW oe�•ir COLORADU DL-F ARTMENT OF TRANSPORTATION 2207 E. HWY. 402 LOVELAND. CO 80537 Phone: 970-667-4670 FAX: 970-669-0289 Region I DMM/PJ/PJG ®1 ' FELSBURG +► ' HOLT & 0 2 4 8 12 FEET ULLEVIG As Constructed NORTH COLLEGE AVENUE/ RIVERSIDE AVENUE IMPROVEMENTS No Revisions: CORNER TREATMENTS Revised: Void: Designer: JDM/KS Detailer: JS/JW/KS Project No./Code AQC 2873-117 STA 0142-039 13614 & 14148 Sheet Subset: LS Subset Sheets: LS — 5 of 9 l Sheet Number 98 C-1 280 WWI v CORNER TREATMENT - COLLEGE AT WILLOW - SE Computer File Information Creation Date: Initials: Last Modification Date: 6-18-03 Initials: JS Full Path: P:\OF067.02\CAD\SHEETS Drawing File Name: LS403 Acad Ver. 2002 Scale: 1/8 " =1 ' Units: ENGLISH Index of 7%M:M=M" t] 0 2 4 8 12 FEET Revisions ia Cily of Foil Culhns CITY OF I UIL i COLLINS 281 NORTH COLLEGE AVENUE FORT COLLINS, CO 80522 Phone: 970-221-6605 FAX: 970-221-6378 I CORNER TREATMENT - COLLEGE AT WILLOW - NE oT oEPN'I+II .. I N COLORADO DEPARTMENT OR TRANSPORTATION 2207 E. HWY. 402 LOVELAND, CO 80537 Phone: 970-667-4670 FAX: 970-669-0289 Region 4 DMM�PJG As Constructed No Revisions: Revised: Void: 7%m7mm" t) 0 2 4 8 12 FEET NORTH COLLEGE AVENUE/ RIVERSIDE AVENUE IMPROVEMENTS CORNER TREATMENTS Designer. JDM/KS Detailer. JS/JW/KS Sheet Subset: LS Subset Sheets: LS — 6 of FELSBURG HOLT & ULLEVIG Project No./Code AQC 2873-117 STA 0142-039 13614 & 14148 g I Sheet Number 99 C-1 280