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Home My WebLink AboutDRB140033 PLAN DENIEDX a rn rn N co N_ O N N W 0 0 0 0 0 W O IJ a_ U ai rn rn rn N O O O i w rx° TOWN OF VAIL PUBLIC WORKS DEPARTMENT VAIL TRANSPORTATION CENTER PARKING LANE INTERSTATE 70 MILEPOST 176.3 VAIL, COLORADO VICINITY MAP NOT TO SCALE 11-1111110156-761 1 1_ V- A TOWN OF VAIL PUBLIC WORKS DEPARTMENT TOM KASSMEL 970 - 479 -2235 B EAGLE RIVER WATER AND SANITATION DISTRICT ROBY FORSYTH 970 - 476 -7480 C ELECTRIC (HOLY CROSS ENERGY) JEFF VROOM 970 - 945 -5491 D PHONE (CENTURYLINK) SAM TOOLEY 970 - 468 -6860 E HIGH PRESSURE GAS RICH SISNEROS 970 - 371 -9677 F GAS SERVICE (XCEL) KIT BOGERT 970 - 262 -4024 G CABLE TV (COMCAST) MICHAEL JOHNSON 970- 930 -4713 H C.D.O.T. DAN ROUSSIN 970- 683 -6284 This application unanimously denied by the DRB on March 5, 2014 PROJECT DESCRIPTION LOCATION: SOUTH FRONTAGE ROAD MILEPOST 176.3 TOWN OF VAIL, EAGLE COUNTY, COLORADO PROJECT GENERALLY CONSISTS OF SHORT TERM PARKING INCLUDING CONCRETE PAVING, SIDEWALK, CURBS, AND GUTTERS. SHEET INDEX C0.0 H70 EXIT 176 l N T E R S T SPRADD�E CREEK ROAD A T f �0 C0.1 PROJECT LOCATION 0 C0.2 J_ Q C0.3 VAL ATION CENTER AST MEADOW C1.0 DRIVE C2.0 AST MEADOW DR. I N T r C3.1 EK C4.0 GR $ GORE C5.0 LANDSCAPE PLAN C6.0 p m ORF C7.0 GO v CR K DRIV mDR�F� WILLOW ROgO OR�Ii p A y�A'S void R 4 • d SHEET NO.: CO.O VICINITY MAP NOT TO SCALE 11-1111110156-761 1 1_ V- A TOWN OF VAIL PUBLIC WORKS DEPARTMENT TOM KASSMEL 970 - 479 -2235 B EAGLE RIVER WATER AND SANITATION DISTRICT ROBY FORSYTH 970 - 476 -7480 C ELECTRIC (HOLY CROSS ENERGY) JEFF VROOM 970 - 945 -5491 D PHONE (CENTURYLINK) SAM TOOLEY 970 - 468 -6860 E HIGH PRESSURE GAS RICH SISNEROS 970 - 371 -9677 F GAS SERVICE (XCEL) KIT BOGERT 970 - 262 -4024 G CABLE TV (COMCAST) MICHAEL JOHNSON 970- 930 -4713 H C.D.O.T. DAN ROUSSIN 970- 683 -6284 This application unanimously denied by the DRB on March 5, 2014 PROJECT DESCRIPTION LOCATION: SOUTH FRONTAGE ROAD MILEPOST 176.3 TOWN OF VAIL, EAGLE COUNTY, COLORADO PROJECT GENERALLY CONSISTS OF SHORT TERM PARKING INCLUDING CONCRETE PAVING, SIDEWALK, CURBS, AND GUTTERS. SHEET INDEX C0.0 COVER SHEET C0.1 TOWN OF VAIL GENERAL NOTES C0.2 CDOT GENERAL NOTES C0.3 STANDARD PLANS LIST C1.0 PARKING LAYOUT PLAN C2.0 DEMOLITION & REMOVALS PLAN C3.0 GRADING & DRAINAGE PLAN C3.1 GRADING & DRAINAGE PLAN -RAMP & STAIR C4.0 EROSION CONTROL PLAN C5.0 LANDSCAPE PLAN C6.0 TRAFFIC CONTROL PLAN C7.0 DETAILS DRB140033 PEAK LAND CONSULTANTS, INC. ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. PRIOR TO BEGINNING ANY CONSTRUCTION, THE CONTRACTOR SHALL CONTACT ALL APPROPRIATE UTILITY COMPANIES FOR LINE LOCATIONS. HE SHALL BEBRO GHT LOCATE UTILITIES T E ATTE TIONOF (INCLUDING CONFLICTS I SHALL PEAK LAND CONSULTA TS, INC. SO THAT AT L NE OR GRADE CHANGES CAN BE MADE TO ELIMINATE ANY CONFLICTS WITH THESE UTILITIES. ALL EXISTING UTILITIES SHALL BE PROTECTED FROM DAMAGE BY THE CONTRACTOR. DAMAGED UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR AT NO EXPENSE TO THE OWNER. RECEIVED By Shelley Bellm at 2:27 pm, Feb 11, 2014 PEAK LAND CONSULTANTS, INC. (� 970 - 476 -8644 FAX 970 - 476 -8616 1000 LIONS RIDGE LOOP VAIL CO 81657 DATE REVISIONS As Constructed COVER SHEET DESIGNED BY RAB PROJECT NO.: 1799 No Revisions: DRAWN BY.• RAB DATE ISSUED: 7-16— 2012 BID PACKAGE SPECIAL USE PERMIT #3120213-S PRELIMINARY VAIL TRANSPORTATION CENTER PARKING LANE NOT FOR CONSTRUCTION 7/16/2012 SOUTH FRONTAGE ROAD, VAIL, COLORADO 81657 Revised: REWEWED BY RAB SCALE: N/A void SUBSET SHEETS: — SHEET NO.: CO.O s w 0 m N Cl) N 0 N E, N N 0 z O E- C; 0 U P4 O U a_ U ai rn N 137 rn N ° 0 o � a. a 1. Obtain a Public Way permit from the Town of Vail Department of Public Works, (970) 479 -2158. Obtain all required building permits through the Town of Vail Department of Community Development, 75 S. Frontage Road, Vail, CO, 81657. 2. All contractors shall be licensed to perform work within the Town of Vail. Obtain and pay for contractor's license at the Town of Vail Department of Community Development, 75 S. Frontage Road, Vail, CO 81657. 3. The contractor shall obtain all necessary standards, specifications, permits, bonds, etc. from all applicable agencies prior to commencement of construction. 4. The Public and the Town of Vail will have the right to occupy the Public Right of Way and adjacent facilities during the entire period of construction. Perform site work operations to minimize conflicts and to facilitate use of the premises and conduct of normal operations. 5. All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth in the Town of Vail Code, Development Standards Handbook, Construction Details and applicable state and federal regulations. Where there is conflict between these plans and the specifications, or applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the Town of Vail. 6. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise. 7. The Engineer who has prepared these plans, by execution and /or seal hereof, does hereby affirm responsibility to the Town of Vail, as beneficiary of said Engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the Town of Vail Engineer shall not relieve the Engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by law, the Engineer hereby agrees to hold harmless and indemnify the Town of Vail and its officers and employees from and against all liabilities and damages which may arise from any negligent errors and omissions contained in these plans. 8. All sanitary sewer, storm sewer, and water line construction, as well as power and other "dry" utility installations, shall conform to the local utility entities standards and specifications current at the date of approval of the plans by the Town of Vail. 9. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of the Contractor to verify the existence and location of all underground utilities along the route of the work before commencing new construction. The Contractor shall be responsible for unknown underground utilities. 10. These drawings represent only the approximate location of utilities and are included only for the convenience of the Contractor. The Contractor shall be responsible for locating all utilities, pipes and structures. Contact The Utility Notification Center of Colorado (800)- 922 -1987 to locate underground facilities. Contact the Town of Vail for additional locates (970) 479 -2158. Contact the Eagle River Water and Sanitation District for additional locates (970)- 476 -7480 ext. 114. Utility locates are to be performed at least 72 hours prior to any construction activity. The Contractor shall ensure that work preformed in the proximity of utilities shall be according to the requirements of these agencies. The contractor shall notify the Owner's Representative of any existing utilities which may interfere with the proposed work prior to any construction. The Contractor shall repair all existing utilities to remain which are damaged during construction at no additional cost to the Owner. 11. The Contractor shall comply with Article 1.5 of Title 9, CRS ( "Excavation Requirements ") when excavation or grading is planned in the area of underground utility facilities. The Contractor shall notify all affected utilities at least two (2) business days, (NOT INCLUDING THE DAY OF NOTICE OR THE DAY OF EXCAVATION) prior to commencing such operations. Contact the Utility Notification Center of Colorado (UNCC) at 811 or 1- 800 - 922 -1987 to have locations of UNCC registered lines marked by member companies. All other underground facilities shall be located by contacting the respective company. For CDOT owned utility facilities the Contractor shall call the Region 3 Traffic Section at 970 - 683 -6271 to request locates. CDOT is not contacted when locates are requested through the UNCC. Utility service laterals shall also be located prior to beginning ANY excavation or grading. 12. The Contractor shall coordinate and cooperate with the Town of Vail, and all utility companies involved, assuring 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 appropriate utility companies. 13. A State Construction De- watering Wastewater Discharge Permit is required if de- watering is required in order to facilitate construction or if any water is discharged into a storm sewer, channel, irrigation ditch or any waters of the United States. 14. The Contractor shall comply with all terms and conditions of; The Colorado Permit for Storm Water Discharge (Colorado Department of Health, Water Quality Control Division, at (303) 692 -3590) and also the Storm Water Management Plan, and the Erosion Control Plan. 15. The Contractor shall provide and maintain approved erosion and sediment control "Best Management Practices" (BMP) for the project duration. The Contractor shall inspect BMP's weekly and after every precipitation event. The Contractor shall document inspection and make reports available upon request. Accumulated sediment and debris shall be removed from a BMP when the sediment level reaches one half the BMP's height or, at any time that the BMP functionality is adversely impacted. All necessary maintenance and repair shall be completed within 48 hours of identification, unless otherwise agreed upon. 16. The Town of Vail shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of on site drainage facilities shall be the responsibility of the Owner. 17. The Town of Vail shall not be responsible for any damage or injuries sustained as a result of the construction of this project as a result of groundwater seepage, whether resulting from groundwater flooding, structural damage or other damage. 18. 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 Town of Vail Construction Inspector. 19. Prior to placement of Hot Bituminous Pavement (H.B.P.) or concrete within the Public Right of Way, a mechanical "proof roll" will be required. The entire sub -grade and /or base material shall be rolled with a heavily loaded vehicle having a minimum single axle weight of at least 18,000 lbs. Any sub - grade /base section exhibiting excessive pumping or deformation as determined by the Construction Inspector shall be reworked, replaced or modified to form a non - yielding surface. The Town of Vail Construction Inspector shall be notified 24 hours prior to a "proof roll ". 20. The Contractor shall furnish electronic and hard copy reproducible As -Built Record Drawings showing horizontal locations and vertical locations and elevations of constructed improvements including all utilities, and drainage appurtenances prior to acceptance of the project. 21. The Contractor shall video camera (TV) all installed public storm sewer pipes prior to final paving and /or other final surface treatment completion. A copy of the video taping shall be provided to the Town of Vail for review, approval and record keeping. 22. 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 for Excavating and Trenching. 23. The Contractor shall submit and have approved a Construction Traffic Control Plan, in accordance with the Manual of Uniform Traffic Control Devices (MUTCD), to the Town of Vail Construction Inspector, 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. 24. The Contractor shall submit to the Town of Vail Construction Inspector and gain approval for a construction staging plan, schedule and phasing plan prior to the start of construction. 25. Construction sites and staging areas must be fenced and maintained in a secure condition at all times. Keep fencing and surrounding areas clear of trash and debris. Any construction debris or mud dropped into manholes, pipes, or tracked onto existing roadways shall be removed immediately by the Contractor. The Contractor shall repair any excavations or pavement failures caused by construction within or in the vicinity of the limits of construction. The Contractor shall be responsible for damage due to construction at no additional costs to Owner. The Contractor shall remove all sediment, mud, and construction debris that may accumulate in the flow lines, on private property, and in public right of ways of the Town as a result of this construction project. Removal shall be conducted within 48 hours. Return all construction staging sites to their original condition upon completion of the construction project. 26. 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 dimensions on the as -built record drawings. 27. The Contractor shall have, onsite at oil times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and specifications and a copy of any permits and extension agreements needed for the job. 28. 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 Owner, the Design Engineer and the Town of Vail Construction Inspector immediately. gr L 67= 29. The Designer shall provide in this location on the plans the location and description of the nearest survey benchmarks for the project as well as the basis for bearings. The information shall be as follows: BENCHMARK: Town of Vail Survey Control PROJECT BENCHMARK: HARN CONTROL POINT "SPRADDLE ". ELEVATION = 8287.82' (NAVD 88). PROJECT DATUM SCALE FACTOR: 1.00041186 BASIS OF BEARING: COLORADO CENTRAL ZONE (HARN) NAD 1983/92 AND TOWN OF VAIL MAPPING PROJECT OCTOBER 1996, STATIONS SPRADDLE N 1660652.671 E 2753950.797 AND WOODMAN N 1652148.916 E 2727065.360, SPRADDLE TO WOODMAN BEARS S 72.26'53" W. 30. The Contractor shall locate, protect, and maintain benchmarks, monuments, control points and project engineering reference points. The Contractor shall re- establish disturbed or destroyed items at the Contractor's expense. 31. The Contractor shall be responsible for the replacement of any existing materials that are damaged during construction within the limits of construction or in the vicinity of the limits of construction, at no additional cost to the Owner. 32. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. Patching shall be done in accordance with the Town of Vail Street Repair Standards. The seams of the asphalt patches shall be infrared unless otherwise instructed by the Town of Vail Engineer. 33. 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 conditions as required by these plans. 34. Standard Handicap ramps are to be constructed at all curb returns as identified on these plans. The construction of these handicap ramps shall be in accordance to ADA current standards. 35. After acceptance by the Town of Vail, public improvements depicted on these plans shall be guaranteed to be free from material and workmanship defects for a minimum period of two years from the date of acceptance. 36. The Contractor shall be solely and completely responsible for the conditions on and adjacent to the job site, including safety of persons and property during performance of the work. The Contractor shall provide lights, signs, barricades, flag men, or other devices necessary to provide for public safety, pedestrian access and vehicular access as needed. This requirement shall apply continuously and not be limited to normal working hours. 37. The Contractor shall not willfully proceed with construction as designed when it is obvious that previously unknown obstructions and /or grade differences exist that may not have been known during the time of design. Such conditions shall be immediately brought to the attention of the Designer and the Owner's Representative for a decision. The Contractor shall assume full responsibility for all necessary revisions and repairs due to failure to give such notification at no additional cost to the Owner. 38. At the end of each working day, the Contractor shall be responsible for connecting any existing storm drainage pipes to a newly installed storm drainage system. All drainage systems within the construction limits shall be maintained by the Contractor for the entire duration of the construction project. The Contractor shall be responsible for the maintenance of all drainage within the construction site and offsite drainage which is directly affected by construction. 39. The Contractor shall be responsible for maintaining the operation of the existing Town street lights within the project limits. The Contractor may provide temporary street lighting that is approved by Town of Vail when existing street lights are removed. 40. The Contractor shall be responsible for maintaining the operation of existing Town irrigation lines within the project limits less otherwise approved by the Town of Vail. 41. It is the responsibility of the Contractor to protect and preserve all trees, bushes, shrubs and cover in a manner acceptable to the Owner. All areas of the Town of Vail Right of Way, disturbed during construction, shall be well graded to drain, covered with a minimum of 4" of top soil, fertilized, mulched and re- seeded according to the Town of Vail Standard Specifications. 42. The Contractor shall maintain access to Fire Department hydrants and connections and they shall be maintained throughout construction unless otherwise approved by the Town of Vail Fire Department. 43. The Contractor shall not cross the existing 1 -70 Barrier Line and shall not install any permanent structures within 5 -feet of the Barrier Line. 44. In soft or wet areas, the subgrade may require drying or stabilization prior to fill placement. A geogrid and /or subexcovation and replacement with aggregate base soils may be needed for the stabilization. The subgrade should be proofrolled. Areas that deflect excessively should be placing pavement materials. The subgrade improvements and placement of compaction of base and asphalt materials should be monitored on a regular basis by a representative of the geotechnicol engineer. 1. All storm drains and culverts shall be constructed in accordance with the Manufacturers Technical Specifications. 2. Types of structures refer to the Colorado Department of Transportation M & S Standards, COOT Specifications, or are included in the details. 3. Peak Land Consultants, Inc. assumes no responsibility for utility locations. It is the Contractor's responsibility to field verify the location of all utilities prior to commencement of any construction. 4. All drain pipes shall be installed with the required bedding. 5. Elevations shown are at pipe invert unless otherwise shown. 6. All standard storm drain structures are subject to modification by the Engineer to meet field requirements. 7. Where any part of the storm drain system is located in a fill section, provide fill material compacted to 95 % AASHTO T99 density from the original undisturbed ground up to structure bottom slabs and pipe bedding. 8. Contractor to provide Culvert Outlet Protection (see detail) at storm drain and culvert outfalls unless otherwise noted. 9. All storm drain and culvert outfalls to have End Sections or Endwalls unless they are to be extended in the future. 10. Inlet boxes to be oversized to accommodate pipe size where necessary. Provide AASHTO HS -20 truck load rated top slab to accommodate grate and frame for oversized boxes. 11. All Reinforced Concrete Pipe Joints shall utilize Type R -4 Rubber Gasket Joints which shall be in accordance with AASHTO M198 and ASTM C443 (standard specs. for joints for circular concrete pipe using rubber gaskets) 12. Pipe lengths indicated are horizontal lengths measured along the centerline of pipe from inside face of box to inside face of box. PEAK LAND CONSULTANTS, INC.I DATE I REVISIONS I As Constructed TOWN OF VAIL GENERAL NOTES No Revisions: B ID PACKAGE SPECIAL USE PERMIT #3120213 -S 970 - 476 -8644 FAX 970- 476 -8616 Revised: VAIL TRANSPORTATION CENTER PARKING LANE 1000 UONS RIDGE LOOP VAIL, CO 81657 7/16/2012 INTERSTATE 70 MILEPOST 176.3 Void: SOUTH FRONTAGE ROAD, VAIL, COLORADO 81657 DESIGNED BY RAB PRELIMINARY DRAWN BY RAB NOT FOR CONSTRUCTION I REWEWED BY RAB SUBSET SHEETS: - PROJECT NO.: 1799 DATE ISSUED.-7-16-2012 SCALE: N/A SHEET NO.: COA s a cfl 0 LO N co N_ O N N Ul N 0 Z F O A U N 0 U aT 3 P4 O U a U ai rn N O rn N ° O o N a a CDOT GENERAL NOTES 1. ALL MATERIALS AND WORKMANSHIP SHALL BE IN CONFORMANCE WITH THE COLORADO DEPARTMENT OF TRANSPORTATION 2011 STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 2006 M & S STANDARD (WITH THE SUBSEQUENT REVISIONS) AND THE PROJECT CONTRACT BID DOCUMENTS. EXCEPT WHERE OTHERWISE PROVIDED FOR IN THESE PLANS AND SPECIFICATIONS. THE COLORADO DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS LATEST EDITION, SHALL APPLY. 2. THE CONTRACTOR SHALL LIMIT CONSTRUCTION ACTIVITIES TO THOSE AREAS WITHIN THE LIMITS OF DISTURBANCE AND /OR TOES OF SLOPES AN SHOWN ON THE PLANS AND CROSS SECTIONS. ANY DISTURBANCE BEYOND THESE LIMITS SHALL BE RESTORED BY THE CONTRACTOR AT HIS OWN EXPENSE, INCLUDING REGRADING, SEEDING AND MULCHING. CONSTRUCTION ACTIVITY IN ADDITION TO NORMAL CONSTRUCTION PROCEDURE SHALL INCLUDE THE PARKING OF VEHICLES OR EQUIPMENT, DISPOSAL OF LITTER AND ANY OTHER ACTION WITCH WOULD ALTER THE EXISTING CONDITIONS. 3. THE CONTRACTOR SHALL CALL THE UTILITY NOTIFICATION CENTER OF COLORADO (UNCC) AT 1- 800 - 922 -1987 FOR UTILITY LOCATIONS AT LEAST THREE (3) BUSINESS DAYS, NOT INCLUDING THE DAY ACTUAL NOTIFICATION, PRIOR TO ANY EXCAVATION ACTIVITIES. 4. THE CONTRACTOR SHALL CAREFULLY COORDINATE ALL DEMOLITION, TEMPORARY LIGHTING AND PERMANENT LIGHTING WITH HOLY CROSS ENERGY. IT IS THE INTENT OF THESE PLANS THAT ALL TRAFFIC LANES IN THE VICINITY OF THE PROJECT THAT ARE CURRENTLY ILLUMINATED (IF ANY) BE LIT BY TEMPORARY OR PERMANENT LUMINARIES DURING ALL PHASES OF CONSTRUCTION 5. AREAS OF RESEEDING /RESTORATION SHALL BE IN ACCORDANCE WITH SECTION 212 OF THE CDOT STANDARD SPECIFICATIONS AND THE ASSOCIATED PROJECT SPECIFICATIONS SEED MIX SHALL CONFORM TO SEEDING TABLE SHOWN IN PLANS. 6. THE CONTRACTOR IS FULLY RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES AND AVOIDING THEM AS NECESSARY. CONDUIT RUNNING LINE ALIGNMENT MAY BE MOVED TO AVOID EXISTING UTILITIES WITH THE APPROVAL OF THE ENGINEER. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY OF ANY UTILITY CONFLICT WHICH CANNOT BE READILY RESOLVED AND WHICH MAY REQUIRE REDESIGN OF ANY PART OF THE PROJECT. 7. PERMITTEE SHALL DESIGNATE A CERTIFIED TRAFFIC CONTROL SUPERVISOR (TCS) TO MANAGE CONSTRUCTION SIGNAGE AND SAFETY OF OPERATIONS DURING ACTIVITIES WITHIN CDOT RIGHT OF WAY. THE TCS SHALL BE AVAILABLE WHENEVER WORK IS IN PROGRESS. 8. ACCESS CONSTRUCTION SHALL NOT NEGATIVELY IMPACT PRIVATE PROPERTY OR THE STATE HWY ROW. 9. ALL EXCESS MATERIAL AS A RESULT OF OF THIS PROJECT SHALL BECOME PROPERTY OF THE CONTRACTOR AND DISPOSED OF OFF —SITE. 10. THE USE OF REBAR, STEEL STAKES, OR STEEL FENCE POSTS TO STAKE DOWN STRAW OR HAY BALES; OR TO SUPPORT SILT FENCING USED AS AN EROSION CONTROL MEASURE IS PROHIBITED. 11. NO FUELS, LUBRICANTS, OR OTHER HAZARDOUS MATERIALS MAY BE STORED ALONG THE PROPOSED ROUTE. 12. THE CONTRACTOR IS REQUIRED TO RESET, ADJUST OR REPLACE ITEMS THAT ARE AFFECTED BY CONSTRUCTION AND DESIGNATED TO REMAIN. THIS INCLUDED LANDSCAPE, SPRINKLER SYSTEM, SIGNS, SIDEWALK, AND OTHER ITEMS AS MAY BE IDENTIFIED BY THE ENGINEER. UNLESS SPECIFICALLY NOTED ON THE PLANS. THE CONTRACTOR WILL NOT BE COMPENSATED FOR WORK OUTSIDE THE PROJECT LIMITS. 13. THE CONTRACTOR SHALL REMOVE ALL SEDIMENT, MUD AND CONSTRUCTION DEBRIS THAT MAY ACCUMULATE IN THE FLOWLINES AND PUBLIC RIGHT OF WAYS AS A RESULT OF THIS WORK. SEDIMENT REMOVAL SHALL BE CONDUCTED IN A TIMELY MANNER AND DIRECTED BY THE ENGINEER. 14. EROSION CONTROL MEASURES MUST BE IMPLEMENTED BEFORE CONSTRUCTION AND GRADING OPERATIONS BEGIN. 15. UTILITY INFORMATION SHOWN IS APPROXIMATE. CONTRACTOR IS RESPONSIBLE FOR MAKING THEIR OWN DETERMINATION AS TO THE TYPE AND LOCATION OF UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE THERETO. CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO AT 1- 800 - 922 -1987 FOR UTILITY LOCATES AT LEAST 48 HOURS PRIOR TO EXCAVATING. CONTRACTOR SHALL COORDINATE WITH UTILITY OWNERS FOR ANY UTILITIES THAT NEED TO BE RELOCATED. PEAK LAND CONSULTANTS, INC. D 970 - 476 -8644 FAX 970 - 476 -8616 1000 UONS RIDGE LOOP VAIL, CO 81657 DATE I REVISIONS I As Constructed 17. ALL MATERIALS, EQUIPMENT, INSTALLATION AND CONSTRUCTION WITHIN THE STATE HIGHWAY ROW SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE FOLLOWING STANDARD REFERENCES AS APPLICABLE: A. COLORADO STATE HIGHWAY ACCESS CODE, 2 CCR 601 -1 B. CDOT ROADWAY DESIGN MANUAL C. CDOT FIELD MATERIALS MANUAL D. CDOT CONSTRUCTION MANUAL E. CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION F. APPLICABLE CDOT SPECIAL PROVISIONS G. CDOT STANDARD PLANS (M &S STANDARDS) H. FHWA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) FOR STREETS AND HIGHWAYS AND THE COLORADO SUPPLEMENT THERETO I. AASHTO POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND STREETS J. AASHTO ROADSIDE DESIGN GUIDE K. CDOT UTILITY CODE 18. THE CONTRACTOR SHALL HAVE ONE SIGNED COPY OF THE CDOT APPROVED PLANS AND SPECIFICATIONS AT THE JOB SITE AT ALL TIMES. IN ADDITION, THE CONTRACTOR SHALL MAINTAIN ONE SET OF APPROVED PLANS ON SITE AS AN AS —BUILT SET IN WHICH THE CONTRACTOR RECORDS ALL CHANGES TO THE APPROVED PLANS. 19. THE CONTRACTOR SHALL NOTIFY TOWN OF VAIL AND CDOT A MINIMUM OF 72 HOURS AND A MAXIMUM OF 96 HOURS PRIOR TO STARTING CONSTRUCTION. CDOT GENERAL NOTES No Revisions: BID PACKAGE SPECIAL USE PERMIT #3120213 -S PRELIMINARY Revised: VAIL TRANSPORTATION CENTER PARKING LANE NOT FOR CONSTRUCTION 7/16/2012 INTERSTATE 70 MILEPOST 176.3 Void: SOUTH FRONTAGE ROAD, VAIL, COLORADO 81657 DESIGNED BY RAB PROJECT NO.: 1799 DRAWN BY RAB DATE ISSUE1 : ? -16 -2012 REWEWED BY RAB SCALE: N/A SUBSET SHEETS: - SHEET NO.: CO.2 N N M N 0 N t' N a a ri 0 U P4 W 0 U a U ai rn N rn N ° o o � 6 a a PLAN NUMBER = M -100 -1 = M -203 -1 = M -203 -2 O M- 203 -11 = M- 203 -12 O M -206 -1 = M -206 -2 M -208 -1 = M -210 -1 M -214 -1 M -412 -1 M -510 -1 M -601 -1 O M -601 -2 M -601 -3 O M- 601 -10 M- 601 -11 M- 601 -12 O M- 601 -20 M -603 -1 O M -603 -2 M -603 -3 M -603 -4 M -603 -5 O M- 603 -10 M- 604 -10 M- 604 -11 O M- 604 -12 O M- 604 -13 M- 604 -20 M- 604 -25 M -605 -1 M -606 -1 M- 606 -13 M- 606 -14 NEW OR M STANDARD PAGE REVISED TITLE NUMBER NUMBER STANDARD SYMBOLS (3 SHEETS) ............................... 1 -3 -86 APPROACH ROADS .................... ..............................4 CHAIN LINK FENCE (3 SHEETS) .... ..........................87 -89 DITCH TYPES ......................... ..............................5 BARRIER FENCE ....................... .............................90 CLASS I SIGNS .......................... ............................138 SUPERELEVATION CROWNED AND ... ............................6 -8 -92 DIVIDED HIGHWAYS (3 SHEETS) PICKET SNOW FENCE ................ .............................93 S -614 -4 SUPERELEVATION STREETS (2 SHEETS) ......................9 -10 -102 EXCAVATION AND BACKFILL FOR STRUCTURES .............J1 -12 . ....... . ... },g3- }gG (2 SHEETS) M CURBS, GUTTERS, AND SIDEWALKS (4 SHEETS) EXCAVATION AND BACKFILL FOR BRIDGES (2 SHEETS) ....13 -14 M TEMPORARY EROSION CONTROL (12 SHEETS) Jay229,2011) ... "Q`} -115 MAILBOX SUPPORTS (2 SHEETS) ... ..........................22 -23 -118 PLANTING DETAILS ................. ............................... 24 M 29, 2'011) ...... CONCRETE PAVEMENT JOINTS (5 SHEETS) ff D EMBANKMENT PROTECTOR TYPE 3 ............................... 121 STRUCTURAL PLATE PIPE H -20 LOADING .......................30 EMBANKMENT PROTECTOR TYPE 5 ... ............................122 O SINGLE CONCRETE BOX CULVERT (2 SHEETS) ............. 31 -32 MARKER ASSEMBLY INSTALLATIONS ... ............................152 DOUBLE CONCRETE BOX CULVERT (2 SHEETS) .............33 -34 = TRIPLE CONCRETE BOX CULVERT (2 SHEETS) .............35 -36 S- 614 -12 HEADWALL FOR PIPES ............... .............................37 FIELD OFFICE CLASS 1 .............. ............................126 O TYPE "S" SADDLE HEADWALLS FOR PIPE .......................38 FIELD OFFICE CLASS 2 .............. ............................127 FLASHING BEACON AND SIGN INSTALLATIONS (3 SHEETS) .154 -156 HEADWALLS AND PIPE OUTLET PAVING ...................... 39 -129 WINGWALLS FOR PIPE OR BOX CULVERTS ......................40 = METAL PIPE (4 SHEETS) (REMSED ON FEBRUARY 25, 2010) ................. 1.4 -+� = REINFORCED CONCRETE PIPE ........................ ........... 43 = PRECAST CONCRETE BOX CULVERT (REVISED ON JULY 29, 2011) ........ �} = CORRUGATED POLYETHYLENE PIPE (AASHTO M294) (REV. ON FEB. 25, 2010) = POLYVINYL CHLORIDE (PVC) PIPE (AASHTO M304) (NEW ON FEB. 25, 2010) CONCRETE AND METAL END SECTIONS (2 SHEETS) ........ 45 -46 S- 614 -40A INLET, TYPE C ..................... ............................... 47 INLET, TYPE D ..................... ............................... 48 (5 SHEETS) CURB INLET TYPE R (2 SHEETS) . ..........................49 -50 CONCRETE INLET TYPE 13 ............................... ....... 51 S -627 -1 MANHOLES (3 SHEETS) ............. ..........................52 -54 VANE GRATE INLET (5 SHEETS) ... ..........................55 -59 = SUBSURFACE DRAINS (REVISED ON JULY 09, 2009) ........................_0@_ = GUARDRAIL TYPE 3 W -BEAM (18 SHEETS) (REVISED ON MAY 05, 2011) 0 - Wg.- M GUARDRAIL TYPE 7 F -SHAPE BARRIER (4 SHEETS) .......77 -80 BARRICADES, DRUMS, CONCRETE BARRIERS (TEMP) ................203 PRECAST TYPE 7 CONCRETE BARRIER (3 SHEETS) ..........81 -83 PLAN NEW OR M STANDARD PAGE NUMBER REVISED TITLE NUMBER = M -607 -1 WIRE FENCES AND GATES (3 SHEETS) ......................84 -86 O M -607 -2 CHAIN LINK FENCE (3 SHEETS) .... ..........................87 -89 = M -607 -3 BARRIER FENCE ....................... .............................90 CLASS I SIGNS .......................... ............................138 O M -607 -4 DEER FENCE AND GATES (2 SHEETS) .......................91 -92 = M- 607 -10 PICKET SNOW FENCE ................ .............................93 S -614 -4 O M- 607 -15 ROAD CLOSURE GATE (9 SHEETS) ...........................94 -102 M -608 -1 M CURB RAMPS (6 SHEETS) (REVISED ON MAY 05, 2011) ... . ....... . ... },g3- }gG M -609 -1 M CURBS, GUTTERS, AND SIDEWALKS (4 SHEETS) = M -611 -1 CATTLE GUARD (2 SHEETS) ......... ........................110 -111 M M -613 -1 ROADWAY LIGHTING (4 SHEETS) ..... ........................112 -115 O M -614 -1 RUMBLE STRIPS (3 SHEETS) ......... ........................116 -118 O M -614 -2 SAND BARREL ARRAYS (2 SHEETS) .........................119 -120 = M -615 -1 EMBANKMENT PROTECTOR TYPE 3 ............................... 121 O M -615 -2 EMBANKMENT PROTECTOR TYPE 5 ... ............................122 O M -616 -1 INVERTED SIPHON ..................... ............................123 MARKER ASSEMBLY INSTALLATIONS ... ............................152 O M -620 -1 FIELD LABORATORY CLASS 1 ........ ............................124 = O M -620 -2 FIELD LABORATORY CLASS 2 ....... ............................125 S- 614 -12 M- 620 -11 FIELD OFFICE CLASS 1 .............. ............................126 O O M- 620 -12 FIELD OFFICE CLASS 2 .............. ............................127 FLASHING BEACON AND SIGN INSTALLATIONS (3 SHEETS) .154 -156 0 M -629 -1 SURVEY MONUMENTS (2 SHEETS) .. ........................128 -129 THE STANDARD PLAN SHEETS INDICATED HEREON BY A MARKED BOX ARE TO BE USED TO CONSTRUCT THIS PROJECT. ALL OF THE M &S STANDARD PLANS, AS SUPPLEMENTED AND REVISED, APPLY TO THIS PROJECT WHEN USED BY DESIGNATED PAY ITEM OR SUBSIDIARY ITEM. PLAN NEW OR S STANDARD PAGE NUMBER REVISED TITLE NUMBER As Constructed S -612 -1 DESIGNED BY RAB DELINEATOR INSTALLATIONS (6 SHEETS) (vm. ALY 01, 20) i M S -614 -1 No Revisions: GROUND SIGN PLACEMENT (2 SHEETS) .......................136 -137 0 S -614 -2 Revised: CLASS I SIGNS .......................... ............................138 O S -614 -3 CLASS II SIGNS ......................... ............................139 S -614 -4 SUBSET SHEETS: — CLASS III SIGNS (3 SHEETS) 0"Sm. OmEMOR 29. M) ............1'4- � O S -614 -5 BREAK -AWAY SIGN SUPPORT DETAILS ........................143 -144 FOR GROUND SIGNS (2 SHEETS) = S -614 -6 CONCRETE FOOTINGS AND SIGN ISLANDS ....................145 -146 FOR CLASS III SIGNS (2 SHEETS) S -614 -8 O TUBULAR STEEL SIGN SUPPORT DETAILS (5 SHEETS) �) -4 5* O S- 614 -10 MARKER ASSEMBLY INSTALLATIONS ... ............................152 S- 614 -11 = MILEPOST SIGN DETAIL FOR HIGH SNOW AREAS (NEW, ,NNE 22, 2009) O S- 614 -12 STRUCTURE NUMBER INSTALLATION ... ............................153 O S- 614 -14 FLASHING BEACON AND SIGN INSTALLATIONS (3 SHEETS) .154 -156 = S- 614 -20 TYPICAL POLE MOUNT SIGN INSTALLATIONS ......................157 S- 614 -21 O CONCRETE BARRIER SIGN POST INSTALLATIONS 000011 JIM 24, 2011) 459• = S- 614 -22 TYPICAL MULTI -SIGN INSTALLATIONS . .. ............................159 O S- 614 -40 TYPICAL TRAFFIC SIGNAL INSTALLATION DETAILS .........160 -166 (7 SHEETS) O S- 614 -40A ALTERNATIVE TRAFFIC SIGNAL INSTALLATION DETAILS .... 167 -171 (5 SHEETS) O S- 614 -50 MONOTUBE OVERHEAD SIGNS (14 SHEETS) ...................172 -185 S -627 -1 M PAVEMENT MARKINGS (5 SHEETS) (REMSED ON OCTOBER 01, 2010) .... NWr }9 S -630 -1 = TRAFFIC CONTROLS FOR HIGHWAY CONSTRUCTION 6E'�ON (-44 19 SHEETS) M S -630 -2 BARRICADES, DRUMS, CONCRETE BARRIERS (TEMP) ................203 AND VERTICAL PANELS S -630 -3 = FLASHING BEACON (PORTABLE) DETAILS (10Sm ON NNE 27.2019 ......... S -630 -4 = STEEL SIGN SUPPORT (TEMPORARY) INSTALLATION DETAILS • • L1nRC11 22, 2010) S -630 -5 = PORTABLE RUMBLE STRIPS (TEMPORARY) ................ (NEW, MAY 9e, 2011) S -630 -6 O EMERGENCY PULL -OFF AREA (TEMPORARY) .............. (NEW, MAY 05, 2011) S -630 -7 = ROLLING ROADBLOCKS FOR TRAFFIC CONTROL .......... (NEW, MAY a 2011) COLORADO DEPARTMENT OF TRANSPORTATION STANDARD PLANS LIST M&S STANDARDS July 04, 2006 Revised on July 29, 2011 PEAK LAND CONSULTANTS, INC. C� 970 - 476 -8644 FAX 970- 476 -8616 1000 UONS RIDGE LOOP VAIL, CO 81657 DATE I REVISIONS As Constructed STANDARD PLANS LIST DESIGNED BY RAB PROJECT NO.: 1799 No Revisions: BID PACKAGE SPECIAL USE PERMIT #3120213-S PRELIMINARY VAIL TRANSPORTATION CENTER PARKING LANE NOT FOR CONSTRUCTION 7/16/2012 INTERSTATE 70 MILEPOST 176.3 SOUTH FRONTAGE ROAD, VAIL, COLORADO 81657 DRAWN BY RAB DATE ISSUED.-7-16-2012 Revised: REWEWED BY RAB SCALE: N/A Void: SUBSET SHEETS: — SHEET NO.: CO.3 O N 0 N N a a U ai N �1 8) rn M N 0 0 0 m i a rx° WB THRU WB THRU /A CCEL �WB LEFT TURN EB THRU SIGN "SHORT TERM PARKING ONLY" PROVIDED BY TOWN OF VAIL O SOUTH FRON Tel GF ROAD PARKING LINE SINGLE WHITE, SOLID, 4" WIDE, L =8' r PARALLEL PARKING (5 SPACES) �) EB THRU /ACCEL/DECEL EDGE LINE 17 MATCH –i cikirli r 1Aiul TC n 1 w I - A' IAL. OT tp ADA ACCESSIBLE RAMP LIGHT POLE (TYP.) I a `J e w a e 11 o CONCRETE SIDEWALK a ° ° c TAXIS G J , p n v CONCRETE SIDEWALK TAXIS & CHARTER BUSES ° a 0 o # o # VAIL TRANSIT CENTER INSTALL STANDARD TOV RAIL PER 2011 IBC (TYP.) ILE- d qJ n a° , a ° d d # O 11 d t4°d d ° # O O # o. 1 o PEAK LAND CONSULTANTS, INC. mti4zNo 970 - 476 -8644 FAX 970 - 476 -8616 1000 LIONS RIDGE LOOP VAIL CO 81657 DATE REVISIONS As Constructed PARKING LAYOUT PLAN DESIGNED BY RAB PROJECT NO.: 1799 p c ° DRAWN BY.• RAB DATE ISSUED: 7-16— 2012 TAXIS & CHARTER BUSES ° a 0 o # o # VAIL TRANSIT CENTER INSTALL STANDARD TOV RAIL PER 2011 IBC (TYP.) ILE- d qJ n a° , a ° d d # O 11 d t4°d d ° # O O # o. 1 o PEAK LAND CONSULTANTS, INC. mti4zNo 970 - 476 -8644 FAX 970 - 476 -8616 1000 LIONS RIDGE LOOP VAIL CO 81657 DATE REVISIONS As Constructed PARKING LAYOUT PLAN DESIGNED BY RAB PROJECT NO.: 1799 Revisions: DRAWN BY.• RAB DATE ISSUED: 7-16— 2012 BID PACKAGE SPECIAL USE PERMIT #3120213-S PRELIMINARY VAIL TRANSPORTATION CENTER PARKING LANE NOT FOR CONSTRUCTION 7/16/2012 SOUTH FRONTAGE ROAD, VAIL, COLORADO 81657 Revised: REWEWED BY RAB SCALE- 1 " =20' Void SUBSET SHEETS: — SHEET NO.: C1.0 P. N O N Ch 03 N N W Q a U N �1 rn N 0 0 0 m i a rx0 /ELECTRIC MANHOLE TRIM ELEVATION = 8199.0 SOU TH FfRGV Tel GE ROA D as 8S, / SEWER MANHOLE as p.�RIM ELEVATION = 8199.4 WATN N WATN N WATN N WATN N WATN— N WATN N WATN N WATN N C SAWCUT ASPHALT & PATCHBACK REMOVE CURB RELOCATE LIGHT POLES A LIMITS OF DISTURBANCE SEE LANDSCAPE PLAN FOR IRRIGATION, REVEGETATION, AND COORDINATION WITH TOV �a am I i REMOVE CONCRETE SIDEWALK 0 t — �� II - � r.} 0 0 _ / PROTECT TREES (TYPICAL) HAND DIG AROUND EX. PARKING GARAGE VENTS /EQUIPMENT TREE ROOTS. NOTIFY TOWN ° (CROSS° HATCH'Ea AREAS): a ONCE EXPOSED AND PRUNE (TYPICAL 6 ° d TAXIS & CHARTER BUSES a N RELOCATE SIG a a � TELEPHONE MAI RIM ELEVATION N WATN N WA TN N WA T— WA TN N WATN- INLET ///—GRATE ELEVATION = 8197.9 REMOVE CONCRETE SIDEWALK / STORM MANHOLE f RIM ELEVATION = 8198.7 �� -- � JNCRETE WALK , C 0 e d AREA INLET VAIL TRANSIT CENTER (TYPICAL) o a d a � e a . a- I PEAK LAND CONSULTANTS, INC. mti4zNo 970 - 476 -8644 FAX 970 - 476 -8616 1000 LIONS RIDGE LOOP VAIL CO 81657 DATE REVISIONS As Constructed DEMOLITION & REMOVALS PLAN DESIGNED BY RAB PROJECT NO.: 1799 Revisions: DRAWN BY.• RAB DATE ISSUED: 7-16— 2012 BID PACKAGE SPECIAL USE PERMIT #3120213-S PRELIMINARY VAIL TRANSPORTATION CENTER PARKING LANE NOT FOR CONSTRUCTION 7/16/2012 SOUTH FRONTAGE ROAD, VAIL, COLORADO 81657 Revised: REWEWED BY RAB SCALE- 1 " =20' Void SUBSET SHEETS: — SHEET NO.: C2.0 7 P. LO N N 0 N Iml i A a U N rn m N O 0 CD a rx° — — _ � _8799__ E \ SOU TH FROV Tel GE Ri D 0 U L V I yy0 a� - TAXIS ° DRY STACKED WALL WITH MORTAR BACKING (1.27) (1.21) 1.18 (1. 1)(1.11) 0 HEIGHT VARIES 6" TO 18" TAXIS & CHARTER BUSES 0 VAIL TRANSIT CENTER PEAK LAND CONSULTANTS, INC. DATE REVISIONS mti4z 970- 476 -8644 FAX 970 - 476 -8616 1000 LIONS RIDGE LOOP VAIL, CO 81657 GRADING ELEVATION LEGEND 7505— EXISTING CONTOUR X(18.01) EXISTING GRADE 2.49 EXISTING SLOPE 7496 PROPOSED CONTOUR X18.66 PROPOSED FINISHED GRADE 1.8% PROPOSED FINISHED SLOPE — R1 On :-0 ST INLET GRATE ELEVATION = 8197.9 STORM MANHOLE 81 RIM ELEVATI0�988)198. 81 a C .. e e 1 V � — 8200 / _ - �9 :7z I �. �� _ _ —8777--- _(3) 5.5" RISERS, 16" TREAD SEE SHEET C3.1 FOR DETAILED RAMP AND STAIR GRADING 0 # AREA INLET (TYPICAL) 8202 =� —J VAIL INFORMA TION As Constructed GRADING & DRAINAGE PLAN DESIGNED BY RAB No Revisions: BID PACKAGE SPECIAL USE PERMIT #3120213 -S PRELIMINARY DRAWN BY.• RAB Revised: VAIL TRANSPORTATION CENTER PARKING LANE NOT FOR CONSTRUCTION REl/IEWED BY RAB 7/16/2012 INTERSTATE 70 MILEPOST 176.3 Void: SOUTH FRONTAGE ROAD, VAIL, COLORADO 81657 SUBSET SHEETS.° — -n(�� PROJECT NO.: 1799 DATE ISSUED: 7-16— 2012 SCALE- 1"=20' SHEET NO.: C3.0 a N 0 N N Cl) 0 N N U 3 a U ai rn N rn N ° o o � a. a Q L\ FIZ • PEAK LAND CONSULTANTS, INC. DATE REVISIONS As Constructed GRADING & DRAINAGE PLAN - RAMP & STAIR GRADING DESIGNED BY RAB �. PROJECT NO.: 1799 9.44 9�P. 43 :< 99.42 a No Revisions: BID PACKAGE SPECIAL USE PERMIT #3120213-S PRELIMINARY ° a 0.4% 9 9 a 99.37 / v 970 - 476 -8644 FAX 970- 476 -8616 Revised: 499.35 ° ° 4 % 99.24 ° p a _ N 1000 UONS RIDGE LOOP VAIL, CO 81657 a INTERSTATE 70 MILEPOST 176.3 99.65 ° (VI < Void: a SUBSET SHEETS:• - ° SHEET NO.: C3.1 _ _ - 99.54 a 99.48 0.37TW 99.54 99.53 °99.50 ° 99.46 X99.36 a a } a 99.60 99.60 99..60 / \ 1.3% / 9.39 0-62 55: I °� _ ° 0.37 \ 0.98 0�8 0.97 \ ^ / 0.51 0.47 7.6� a 1 140 d tl 1.10 (1.27) - 1.18 (1.21) (1.11) (1.11) a - - Q L\ FIZ • PEAK LAND CONSULTANTS, INC. DATE REVISIONS As Constructed GRADING & DRAINAGE PLAN - RAMP & STAIR GRADING DESIGNED BY RAB PROJECT NO.: 1799 No Revisions: BID PACKAGE SPECIAL USE PERMIT #3120213-S PRELIMINARY DRAWN BY RAB DATE ISSUED.-7-16-2012 970 - 476 -8644 FAX 970- 476 -8616 Revised: VAIL TRANSPORTATION CENTER PARKING LANE NOT FOR CONSTRUCTION 7/16/2012 REWEWED BY RAB SCALE.- 1 " =5' 1000 UONS RIDGE LOOP VAIL, CO 81657 INTERSTATE 70 MILEPOST 176.3 Void: SOUTH FRONTAGE ROAD, VAIL, COLORADO 81657 SUBSET SHEETS:• - SHEET NO.: C3.1 i P4 00 N N N M O N \ O W a U N / rn / N 0 0 0 m a rx0 O e TAXI e ° TAXIS & CHARTER BUSES ° AREA INLET VAIL TRANSIT CENTER (TYPICAL) ° VAIL INFORMA TION PEAK LAND CONSULTANTS, INC. DATE REVISIONS As Constructed EROSION CONTROL PLAN DESIGNED BY RAB PROJECT NO.: 1799 (� No Revisions: BID PACKAGE SPECIAL USE PERMIT #3120213-S PRELIMINARY DRAWN BY.• RAB DATE ISSUED: 7-16— 2012 970 - 476 -8644 FAX 970 - 476 -8616 Revised: VAIL TRANSPORTATION CENTER PARKING LANE NOT FOR CONSTRUCTION REWEWED BY RAB SCALE.- 1 " =20' 1000 LIONS RIDGE LOOP VAIL CO 81657 Void 7/16/2012 SOUTH FRONTAGE ROAD, VAIL, COLORADO 81657 SUBSET SHEETS: — SHEET NO.: C4.0 ic P. N IR N N N_ O N h 1 �F a U ai N �1 rn N O 0 O i w rx° LANDSCAPE NOTES - - - - - - - - 1. Existing perennials to be removed by TOV prior to start of work. 2. New irrigation to be completed by TOV. 3. All planting areas to be restored by TOV. O — — — — — — — — — — — — — — — — — — _ — 4. Protect all existing planting areas that remain. S 5. Coordinate with TOV landscapers and irrigation supervisors prior to start. — 6. Hand dig around existing tree roots. Notify Town once exposed and prune. / g,9g 0 G SOU TH FRON Tel GE ROA D — — PROTECT SOD AREA 8199 - -- -M \\ T — _8199_ — a Q ' 1, • �. -T� • N —�. G R� g 3 SLEEVE I - A e d d _\ � . '•. .` } •a' J. 'I d' .d J: .:yam. p. ..d. a a \ I df �4) 3. SLEEVES L I" 8200 �— —8201— Ro 5 G a �. O� TAXIS IR DRY STACKED WALL WITH MORTAR BACKING HEIGHT VARIES 6" TO 18" MOW, . 0 L— IRRIGATION MAIN / i � 1 O o ST o/i — k - - --�4- �\ a e e e a a 8200 / VAIL TRANSI T CENTER t X20101 --- i VAIL INFORMA TION 8202 PEAK LAND CONSULTANTS, INC. (� 970 - 476 -8644 FAX 970 - 476 -8616 1000 LIONS RIDGE LOOP VAIL CO 81657 DATE REVISIONS As Constructed LANDSCAPE PLAN DESIGNED BY RAB PROJECT NO.: 1799 No Revisions- DRAWN BY.• RAB DATE ISSUED: 7-16— 2012 BID PACKAGE SPECIAL USE PERMIT #3120213-S PRELIMINARY VAIL TRANSPORTATION CENTER PARKING LANE NOT FOR CONSTRUCTION 7/16/2012 SOUTH FRONTAGE ROAD, VAIL, COLORADO 81657 Revised: REWEWED BY RAB SCALE.- 1 " =20' Void SUBSET SHEETS: — SHEET NO.: C5.0 we P. c+i N ri N 0 N N L) 3 a U ai rn N 3 z� rn rn N ° o o N a. a TRAFFIC CONTROL GENERAL NOTES: 1. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL TRAFFIC CONTROL DEVICES THROUGHOUT THE COURSE OF CONSTRUCTION ACTIVITIES WITHIN THE HIGHWAY RIGHT OF WAY. 2. THE TRAFFIC CONTROL PLAN SHOWN HEREIN IS AN EXAMPLE OF BASIC TRAFFIC CONTROL COMPONENTS. THE CONTRACTOR AND TRAFFIC CONTROL CONSULTANT ARE RESPONSIBLE FOR MEETING TRAFFIC CONTROL AND METHODS OF HANDLING TRAFFIC PER APPLICABLE MUTCD AND COOT REQUIREMENTS. TRAFFIC CONTROL SHALL CONFORM TO THE LATEST EDITION OF THE MUTCD AND CDOT M &S STANDARDS. TEMPORARY TRAFFIC CONTROL SHALL CONFORM TO CHAPTER 6 OF THE MUTCD. 3. THE CONTRACTOR IS RESPONSIBLE FOR ASSURING THAT ALL THE REQUIRED PERMITTING IS IN PLACE PRIOR TO AND DURING ANY CONSTRUCTION ACTIVITY. 4. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AN APPROVED TRAFFIC CONTROL PLAN TO THE TOWN OF VAIL DEPARTMENT OF PUBLIC WORKS AND THE COLORADO DEPARTMENT OF TRANSPORTATION PRIOR TO COMMENCING ANY CONSTRUCTION ACTIVITY WITHIN THE HIGHWAY RIGHT OF WAY. 5. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A SAFE AND CONTROLLED ENVIRONMENT IN AND AROUND THE CONSTRUCTION SITE PRIOR TO AND DURING ALL CONSTRUCTION ACTIVITIES. 6. WORK HOURS ARE RESTRICTED BY THE TOWN OF VAIL DEPARTMENT OF PUBLIC WORKS CONSTRUCTION STANDARDS. FULL TRAFFIC MOVEMENT WITH LIMITED RESTRICTION WILL BE MAINTAINED OUTSIDE OF THE NORMAL WORKING HOURS FOR ALL WORK ALONG THE SOUTH FRONTAGE ROAD. 210' LADVANCE WARNING AREA LONGITUDINAL LONGITUDINAL a BUFFER BUFFER rSHIFTING TAPER � 1 1613' ROM IRM E 50 VARIES -50'- 4' LATERAL aosEO a10t"DQtos�o ,u" I WORK SPACE �BUFFER — �-------- - - - - -- ' -------- - - - -�— — — LSAWCUT LINE -1 163' SINGLE LANE CLOSURE SHOULDER CLOSURE ao�o ar wr SHIFTING TAPER RM <9> ao�o ADVANCE WARNING FAREA 210' O TRAFFIC CONTROL PLAN SYMBOL DRUM ROAD woRK 500 FEET FOLLOWING ROAD ONE G20 -2a LANE WORK CLOSURE AHEAD ROAD 1,350' 1,000' 350 FEET FLAGGER AT / / / FLAGGER AT 350 FEET PRIOR TO PRIOR TO PRIOR TO 280 FEET / / 280 FEET PRIOR TO LANE LANE FLAGGER PRIOR TO / / PRIOR TO FLAGGER CLOSURE CLOSURE WORK ZONE / / / WORK ZONE WORK ZONE 'PORTABLE ;S WITH .IGHTS AT iuu w4iERVALS INSTALL NEW JERSEY BARRIERS AS REQUIRED AT WORK ZONE / 500 FEET GND ROAD WORK ONE ROAD FOLLOWING LANE WORK LANE G20 -2a ROAD AHEAD CLOSURE 1,000, 1,350' PRIOR TO PRIOR TO LANE LANE CLOSURE CLOSURE PEAK LAND CONSULTANTS, INC. 970 - 476 -8644 FAX 970- 476 -8616 1000 UONS RIDGE LOOP VAIL, CO 81657 DATE REVISIONS As Constructed TRAFFIC CONTROL PLAN DESIGNED BY RAB PROJECT NO.: 1799 No Revisions: BID PACKAGE SPECIAL USE PERMIT #3120213-S PRELIMINARY VAIL TRANSPORTATION CENTER PARKING LANE NOT FOR CONSTRUCTION 7/16/2012 INTERSTATE 70 MILEPOST 176.3 SOUTH FRONTAGE ROAD, VAIL, COLORADO 81657 DRAWN BY RAB DATE ISSUED.-7-16-2012 Revised: REWEWED BY RAB SCALE.- N/A Void: SUBSET SHEETS:• — SHEET NO.: C6.0 a 10 M N Cl) N 0 N N a H w A U >T v a rn N a� 3 rn / N ° o o � a a 41/2„ 11/2" 2' A C 6' P` O D 1 A FL 6„ CLASS 6 6. BASE COURSE � COMPACTED (I- SUB- GRADE -,III , I I[ r III ;III -� �- CURB AND GUTTER TYPE 2 (SECTION IIB) (6" BARRIER — 2' GUTTER) "W" VARIABLE (SEE PLANS) W/2 W/2 W/2 (INCHES) i SLOPE 1 " /FT. MAX. LOPE 1 " /FT. MAX. s" A : 77 L T_ r CLASS 6 / / BASE COURSE COMPACTED SUBGRADE GUTTER TYPE 2 SAWCUT LINE GROUT /MORTAR 12.0' DRYSTACKED WALL EB LANE W/ MORTAR BACKING MILL 2.0' LANDSCAPED AREA �4.0' 8.0' 2.5' 5.5' LANDSCAPED AREA 1 2 WIDE & .0 6„ CL6 " DEEP BASE VARIES PATCH BACK MATC yv� v v'vv�\��vvv/v• �- i.n� LANDSCAPE WALL EXISTING ASPHALT i\ is�/� 6° CONCRETE SIDEWALK (ASSUMED 12 ") 4" CL6 ABC BASE NOT TO SCALE EXISTING ROADBASE 8" CONCRETE PAVING SUITABLE, COMPACTED SUBGRADE EXISTING SUBGRADE 6" CL6 ABC BASE CURB & GUTTER TYPE 2, SEC. IIB MATCH EX. PAVEMENT SECTION REFER TO GEOTECHNICAL REPORT CONCRETE GUTTER TYPE 2 FOR PAVEMENT SECTION DESIGN AND COMPACTION REQUIREMENTS. SHORT TERM PARKING WITH ATTACHED SIDEWALK NOT TO SCALE SEE PLANS FOR WIDTH ♦ SEE GEN. LEGEND 2% MAXIMUM SLOPE NOTES FOR RADII — A = 1 /s" TO 1/4„ 6 �- B = 1" SAWCUT LINE T_ 4" EXISTING ASPHALT C = 11/2" SEE PLANS FOR I- D = 11/2" TO 2" EXISTING ROADBASE CURB & GUTTER 4" CLASS 6 CO PACTED SUBGRADE r EXISTING SUBGRADE TYPE BASE COURSE / *MILL 2" DEEP x 2' WIDE r A TOOLED JOINT IS REQUIRED WHEN THE CURB & SIDEWALK ARE POURED SEPARATELY OR MONOLITHICALLY. CONCRETE SIDEWALK GENERAL NOTES 1. ON CURVES 3 DEGREES OR SHARPER, CURBS AND /OR GUTTERS ARE TO BE PLACED ON THE ARC OF THE CURVE UNLESS OTHERWISE NOTED ON THE PLANS. A MAXIMUM CHORD LENGTH OF 10 FEET MAY BE USED WHEN THE DEGREE OF CURVE IS LESS THEN 3 DEGREES. 2. CONCRETE SHALL BE CLASS P OR D. 3. TOOLED CONTROL JOINTS SHALL BE INSTALLED AT 10' INTERVALS IN CURB AND GUTTER AND EQUIVALENT TO WIDTH IN SIDEWALKS (IE: 5' WALK = 5') U.O.N. 4. GUTTER CROSS SLOPES MAY BE ADJUSTED TO FACILITATE DRAINAGE FOR PROFILE GRADES AS SHOWN ON THE PLANS. 5. THICKNESS OF CURB AND GUTTER SECTION SHALL MATCH CONCRETE PAVEMENT THICKNESS IF SHOWN ON THE PLANS. CURB AND GUTTER SHALL BE CLASS P CONCRETE IF PLACED MONOLITHICALLY WITH CONCRETE PAVEMENT. 6. EXPANSION JOINTS SHALL BE INSTALLED PER CDOT STANDARD PLAN M- 412 -1. A EXPANSION JOINTS SHALL BE INSTALLED WHEN ABUTTING EXISTING CONCRETE OR FIXED STRUCTURE. EXPANSION JOINT MATERIAL SHALL BE 1/2 IN. THICK AND SHALL EXTEND THE FULL DEPTH OF CONTACT SURFACE. NOTES: *ROTO -MILL 2" THICKNESS. APPLY TACK COAT TO MILLED SURFACE. BITUMINOUS PAVEMENT IN FINAL OVERLAY LIFT. REPLACE WITH HOT * *EXISTING PAVEMENT SECTION MAY VARY. IT IS ASSUMED THE EXISTING SECTION IS AT LEAST 12" ASPHALT ON 8" ROADBASE. STREET CUT - ASPHALT PATCHBACK DETAIL NOT TO SCALE OGUTTER CROSS SLOPES SHALL BE 1/2 IN. /FT. WHEN DRAINING AWAY FROM CURB AND 11N. /FT. WHEN DRAINING TOWARD CURB. WHEN TIE BARS ARE REQUIRED, THE GUTTER THICKNESS SHALL BE INCREASED TO THE PAVEMENT THICKNESS T. BARS SHALL BE EPDXY— COATED #4 CONFORMING TO AASHTO M 284M AND SPACED 2 FT. -6 IN. THEY SHALL BE INSERTED T/2 AND 1/2 LENGTH INTO THE GUTTER. PEAK LAND CONSULTANTS, INC. DATE REVISIONS As Constructed DETAILS DESIGNED BY RAB PROJECT NO.: 1799 Revisions: BID PACKAGE SPECIAL USE PERMIT #3120213-S PRELIMINARY DRAWN BY RAB DATE ISSUED.-7-16-2012 flL,zNo 970 - 476 -8644 FAX 970- 476 -8616 1000 LIONS RIDGE LOOP VAIL, CO 81657 VAIL TRANSPORTATION CENTER PARKING LANE NOT FOR CONSTRUCTION 7/16/2012 INTERSTATE 70 MILEPOST 176.3 SOUTH FRONTAGE ROAD, VAIL, COLORADO 81657 Revised: REWEWED BY RAB SCALE: N/A Void: SUBSET SHEETS: — SHEET NO.: C7.0