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HomeMy WebLinkAboutCDOT Access Permit Submittal PlansOversight / NHS FHWA FULL OVERSIGHT? ®NO DYES NATIONAL HIGHWAY SYSTEM? ONO BYES TABULATION OF LENGTH & DESIGN DATA DEPARTMENT OF TRANSPORTATION STATE OF COLORADO HIGHWAY CONSTRUCTION PLANS OF PROPOSED VAIL PLAZA HOTEL STATE HIGHWAY ACCESS PERMIT NUMBER: No. 305235 STATE HIGHWAY N0. 1 -70 EAGLE COUNTY °w MAIN VAIL ROUNDABOUT SM VAIL EXIT 176 FR- / s uLE Cl— Re �sz � worn' vna Row VAIL SITE �v MCINIIY MAP N.T.S. STATE HIGHWAY 070A, MILEPOST 176.02OR SOUTH FRONTAGE ROAD, 236' EAST OF VAIL ROAD Related Projects: R.O.W. Projects: SHEET NO. INDEX OF SHEETS I FEET ROADWAY MAtOR SUMMARY OF PROJECT STANDARD PLANS LIST STRUCTURE MOBILIZATION 1 LS EXISTING CONDITIONS PLAN TRAFFIC CONTROL 1 LS 7 LANDSCAPING 1 LS HORIZONTAL CONTROL PLAN HEATED PAVER WALKWAY 48C.00 L.F. 10 MEDIAN CURB AND GUTTER TYPE 2 (IB) 660.00 L. F. STRIPING PLAN ACCESS CURB AND GUTTER TYPE 2 (IIB) 105. 00 L. F. 13 -14 2' CONCRETE PAN 85.00 L. F. ACCESS ENTRY PROFILES HANDICAP RAMPS 3 EA. 17 HEATED CONCRETE DRIVE (6') 105.00 S. Y. LANDSCAPE PLAN BASE COURSE CLASS 6 177 TENS ASPHALT MILLING 1490 S. F. ASPHALT REMOVAL AND REPLACEMENT 66 TONS DEPARTMENT OF TRANSPORTATION STATE OF COLORADO HIGHWAY CONSTRUCTION PLANS OF PROPOSED VAIL PLAZA HOTEL STATE HIGHWAY ACCESS PERMIT NUMBER: No. 305235 STATE HIGHWAY N0. 1 -70 EAGLE COUNTY °w MAIN VAIL ROUNDABOUT SM VAIL EXIT 176 FR- / s uLE Cl— Re �sz � worn' vna Row VAIL SITE �v MCINIIY MAP N.T.S. STATE HIGHWAY 070A, MILEPOST 176.02OR SOUTH FRONTAGE ROAD, 236' EAST OF VAIL ROAD Related Projects: R.O.W. Projects: SHEET NO. INDEX OF SHEETS I COVER SHEET 2 GENERAL NOTES 3 STANDARD PLANS LIST 4 EXISTING CONDITIONS PLAN 5 EXISTING CONDITIONS PLAN 6 EXISTING UTILITIES PLAN 7 SITE PLAN 8 HORIZONTAL CONTROL PLAN 9 GRADING AND DRAINAGE PLAN 10 STRIPING PLAN I1 STRIPING PLAN 12 TRUCK TURNING TEMPLATE 13 -14 MEDIAN PROFILES 15 ACCESS ENTRY PROFILES 16 HEATED PAVER WALK /DRIVE SECTIONS 17 TYPICAL CONSTRUCTION SECTION A -A L -4 LANDSCAPE PLAN 7 NOTE- THIS DESIGN IS IN FULL COMPLIANCE WITH SECTION 4 OF THE STATE HIGHWAY ACCESS CODE, 2 OCR 601 -I mom uEer rue Inrormauon Inoex oT mevlslons ALPINE PLAZA HOTEL — E— 0259 CCNTINENTAL COURT, #205 _— —_ BRECKENRIDGE, COLORADO 80424 = P.O. BOX 4603 • FRISCO, COLORADO 80443 __ • 970 453 -6064 FAX 453 -6631 • ENGINEERING INC COVER SHEET Project No. Creation Date: 11/ 15 / 2004 I nitials: DLL Q 12100.0 Lost Modification Date: 03/12/2007 Initials: DLL Q Q Full Path: P: \Vail PlazaHotel \dwg \CD07\ Designer: D. Leinweber Structure Drawing File Name: CO�/ER.dw g g Detaile: D. Leinweber Numbers Sheet Number 1 ACAD Ver. 2002 Scale: NTS Units: English Sheet Subset: XI Subset Sheets: X of X GENERAL NOTES: 1' ALL MATERIALS, EQUIPMENT, INSTALLATION AND CONSTRUCTION, INCLUDING THE AUXILIARY LANE(S) AND INTERSECTION IMPROVEMENTS 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. COOT ROADWAY DESIGN MANUAL C. COOT MATERIALS MANUAL D. COOT CONSTRUCTION MANUAL E. CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION F. APPLICABLE COOT SPECIAL PROVISIONS G. COOT 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 CF HIGHWAYS AND STREETS J. AASHTO ROADSIDE DESIGN GUIDE K. FHWA ROUNDABOUT GUIDE PLEASE NOTE THAT SOME OF THE REFERENCE MATERIALS LISTED ABOVE MAY BE PURCHASED FROM: COLORADO DEPARTMENT OF TRANSPORTATION BID PLANS ROOM 4201 EAST ARKANSAS AVENUE DENVER, CO 80222 -3400 303- 757 -9313 THE STATE HIGHWAY ACCESS CODE MAY OBTAINED ON THE COOT INTERNET SITE (www.dot.state.co.us /permits /) OR PURCHASED FROM THE FOLLOWING: THE PUBLIC RECORDS CORPORATION 1556 LAFAYETTE STREET PO BOX 18186 DENVER, CO 80218 303 - 832 -8262 2. ACCESS CONSTRUCTION WITHIN HIGHWAY ROW AND ALL HIGHWAY IMPROVEMENTS SHALL COMPLY WITH COMPLETED ACCESS PERMIT AND NOTICE TO PROCEED (NTP). A COPY OF THAT PERMIT AND NTP SHALL BE AVAILABLE ON THE CONSTRUCTION SITE AT ALL TIMES. THE EXPENSE OF ALL FEATURES AND ROADWAY IMPROVEMENTS SHALL BE BORNE BY THE PERMITTEE AT NO COST TO COOT. ALL CHANGES AS SHOWN ON THE PLANS SHALL BE COMPLETED BY THE PERMITTEE, INCLUDING FINAL SIGNING AND STRIPING. 3. THE PERMITTEE SHALL COMPLETE ALL WORK WITHIN THE CDOT RIGHT OF WAY WITHIN A SINGLE CONSTRUCTION SEASON AND WITHIN 45 CALENDAR DAYS. 4. CONSTRUCTION SHALL NOT BEGIN IN THE STATE HIGHWAY ROW WITHOUT ACCEPTABLE CONSTRUCTION TRAFFIC CONTROL PLAN (CTCP) AND METHODS FOR HANDLING TRAFFIC (MHT) INCLUDING ALL PHASES OF CONSTRUCTION. THE PERMITTEE, OR THEIR DESIGNEE, SHALL SUBMIT CTCP AND MHT FOR CDOT REVIEW AND ACCEPTANCE NO LESS THAN TWO WEEKS PRIOR TO WORK TO THE ACCESS MANAGER, DAN ROUSSIN (970 -248- 7230). A COPY OF THE PLAN SHALL BE AVAILABLE ON SITE FOR REVIEW BY COOT PERSONNEL. ALL TRAFFIC CONTROL ACTIVITIES SHALL CONFORM TO THE PLAN AND AN EMERGENCY CONTACT PHONE NUMBER FOR THE CERTIFIED TRAFFIC CONTROL SUPERVISOR (TCS) WILL BE INCLUDED WITH THE PLANS. 5. PERMITTEE SHALL DESIGNATE A CERTIFIED TCS TO MANAGE CONSTRUCTION OF SIGNAGE AND SAFETY OF OPERATIONS DURING ACTIVITIES WITHIN THE COOT RIGHT OF WAY. THE TCS SHALL BE AVAILABLE WHENEVER WORK IS IN PROGRESS. 6. ALL SIGNS IN THE RIGHT OF WAY MUST BE TRAFFIC SIGNAGE APPROVED BY CDOT. ALL ON PREMISE SIGNS SHALL MEET LOCAL GOVERNMENT APPROVAL AND REQUIREMENTS 7. SITE AND ACCESS CONSTRUCTION SHALL NOT NEGATIVELY IMPACT OTHER PROPERTIES OR THE STATE HIGHWAY ROW. THE HISTORICAL DRAINAGE RUNOFF RATE SHALL NOT BE EXCEEDED BY CHANGES. ALL DRAINAGE ISSUES SHALL BE RESOLVED PRIOR TO ISSUANCE OF NOTICE TO PROCEED. Creation Date: 11/15/2004 Initials: DLL Lost Modification Date: 03/12/2007 Initials: DLL Full Path: P: \VailPla Hotel \dwg \CDOT\ Q Drawing File Name: TtleSheet.dwg Q ACAD Ver. 2002 Scale: NITS Units: English ENGINEERI 8. ELEVATED FEATURES (E.G. LANDSCAPING, SIGNS, ETC.) SHALL NOT IMPAIR THE REQUIRED SIGHT DISTANCE AT ANY HIGHWAY ACCESS. 9. UTILITY PLANS ARE NOT REVIEWED OR AUTHORIZED BY THE ACCESS PERMITTING STAFF AND MUST BE SUBMITTED TO THE REGION UTILITY PERMIT INSPECTOR, MIKE VERKETIS (970 -248- 7230). THE PERMITTEE SHALL LOCATE ALL UTILITIES WITHIN THE EXISTING ROW AND ANY AREA WHICH MAY BE AFFECTED BY ACCESS OR ROADWAY IMPROVEMENTS. PLANS SHALL CONFORM TO SECTION 2.3(11)(f) OF THE STATE HIGHWAY ACCESS CODE. 10. IT IS THE RESPONSIBILITY OF THE PERMITTEE TO DETERMINE WHICH ENVIRONMENTAL CLEARANCES AND /OR REGULATIONS APPLY TO THE PROJECT, AND TO OBTAIN ANY CLEARANCES THAT ARE REQUIRED DIRECTLY FROM THE APPROPRIATE AGENCY PRIOR TO COMMENCING WORK. PLEASE REFER TO OR REQUEST A COPY OF THE "CDOT ENVIRONMENTAL CLEARANCE INFORMATION SUMMARY' (ECIS) FOR DETAILS. THE ECIS MAY BE OBTAINED FROM COOT PERMITTING OFFICES OR MAY BE ACCESSED VIA THE COOT PLANNING/ CONSTRUCTION— ENVIRONMENTAL GUIDANCE WEBPAGE AT: http: / /www. dot. state. co. us /AccessPerm its /PDF /EnvironClearin fo5ummaryAugust 2003LiveLinks.pdf. FAILURE TO COMPLY WITH REGULATORY REQUIREMENTS MAY RESULT IN SUSPENSION OR REVOCATION OF YOUR COOT PERMIT, OR ENFORCEMENT ACTIONS BY OTHER AGENCIES. ALL DISCHARGES ARE SUBJECT TO THE PROVISIONS OF THE COLORADO WATER QUALITY ACT AND THE COLORADO DISCHARGE PERMIT REGULATIONS. PROHIBITED DISCHARGES INCLUDE SUBSTANCES SUCH AS WASH WATER, PAINT, AUTOMOTIVE FLUIDS, SOLVENTS, OILS OR SOAPS. UNLESS OTHERWISE IDENTIFIED BY COOT OR THE COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT ( COPHE) WATER QUALITY CONTROL DIVISION (WgCD) AS SIGNIFICANT SOURCES OF POLLUTANTS TO THE WATERS OF THE STATE, THE FOLLOWING DISCHARGES TO STORM WATER SYSTEMS ARE ALLOWED WITHOUT A COLORADO DISCHARGE PERMIT SYSTEM PERMIT: LANDSCAPE IRRIGATION, DIVERTED STREAM FLOWS, UNCONTAMINATED GROUND WATER INFILTRATION TO SEPARATE STORM SEWERS, DISCHARGES FROM POTABLE WATER SOURCES, FOUNDATION DRAINS, AIR CONDITION CONDENSATION, IRRIGATION WATER, SPRINGS, FOOTING DRAINS, WATER LINE FLUSHING, FLOWS FROM RIPARIAN HABITATS AND WETLANDS, AND FLOW FROM FIRE FIGHTING ACTIVITIES. ANY OTHER DISCHARGES, INCLUDING STORM WATER DISCHARGES FROM INDUSTRIAL FACILITY OR CONSTRUCTION SITES, MAY REQUIRE COLORADO DISCHARGE PERMIT SYSTEM PERMITS FROM CDPHE BEFORE WORK BEGINS. FOR ADDITIONAL INFORMATION AND FORMS, GO TO THE CDPHE WEBSITE AT: http: / /www.cdphe. state. co .us /wq /PermitsUnit /wgcdpmt.html 11. ALL CERTIFICATIONS, MATERIALS TEST REPORTS, AND ANY REQUIRED "AS BUILT° PLANS SHALL BE PROVIDED TO THE ACCESS INSPECTOR PRIOR TO FINAL ACCEPTANCE. THOSE DOCUMENTS WILL BE INCORPORATED IN THE PERMIT FILE. 12. LANDSCAPING WITHIN OR NEAR THE STATE HIGHWAY ROW MAY REQUIRE THE PERMITTEE TO OBTAIN A COOT LANDSCAPING PERMIT FROM THE MAINTENANCE SECTION. THE ACCESS PERMIT DOES NOT AUTHORIZE THAT ACTIVITY, ALTHOUGH A PROPOSED LANDSCAPING PLAN SHALL BE INCLUDED IN THE ACCESS PERMIT DOCUMENT. IRRIGATION OF FEATURES WITHIN OR NEAR THE ROW MAY REQUIRE THE PERMITTEE TO INSTALL A SUBSURFACE DRAIN IN ACCORDANCE WITH CDOT STANDARD M -605 -1 OR .OTHER APPROVED SYSTEM. THE PERMITTEE SHALL CONTACT MIKE VERKETIS AT THE REGION 3 TRAFFIC OFFICE, 970 - 248 -7230, TO REVIEW THE PLAN AND TO OBTAIN THE LANDSCAPING PERMIT. 13. EXPANSION JOINTS SHALL BE INSTALLED WHEN ABUTTING EXISTING CONCRETE OR FIXED STRUCTURE. _ EXPANSION JOINT MATERIAL SHALL BE 1/2" THICK AND SHALL EXTEND THE FULL DEPTH OF THE CONTACT SURFACE. 14. THIS PROJECT WILL REBUILD AND WIDEN AN EXISTING ACCESS. THEREFORE NO EFFECTS OR CHANGES TO OTHER ACCESSES IN THE AREA ARE ANTICIPATED. CONSTRUCTION OF THE PROPOSED MEDIAN WILL LIMIT TRAFFIC TO RIGHT IN /RIGHT OUT ACCESS ONLY. FOUR SEASONS RESORTS GENERAL NOTES 0259 CONTINENTAL COURT, #205 BRECKENRIDGE, COLORADO 80424 Designer: D. LeInweberl Structure P.O. BOX 4603 • FRISCO, COLORADO 80443 • 970 453 -6064 FAX 453 -6631 • Oetailer. D. Leinweber Numbers Sheet Subset I Subset Sheets: Project No. 12100.0 Sheet Number PLAN NEW OR M STANDARD PAGE NUMBER REVISED MILE NUMBER NUMBER ® M -100 -1 O STANDARD SYMBOLS (3 SHEETS) ............................... 1 -3 O M -203 -1 = APPROACH ROADS .................... ..............................4 O M -607 -1 O M -203 -2 = DITCH TYPES ......................... ..............................5 M S -612 -1 E7 M- 203 -11 = SUPERELEVATION CROWNED AND ............................... 6 -8 171 CHAIN LINK FENCE (3 SHEETS) ........... I .................. - DIVIDED HIGHWAYS (3 SHEETS) e S -614 -1 O M- 203 -12 O SUPERELEVATION STREETS (2 SHEETS) ......................9 -10 0 M -206 -1 I-1 EXCAVATION AND BACKFILL FOR STRUCTURES .........— ..J1 -12 O CLASS I SIGNS .......................... ............................138 (2 SHEETS) = M -607 -4 = M- 206 -2 C7 EXCAVATION AND BACKFILL FOR BRIDGES (2 SHEETS) ....13 -14 m M -208 -1 E-1 TEMPORARY EROSION CONTROL (7 SHEETS) ................ 15 -21 O M -210 -1 = MAILBOX SUPPORTS (2 SHEETS) ............................. 22 -23 E7 M- 214 -1 = PLANTING DETAILS ................. ............................... 24 17 M -412 -1 E7 CONCRETE PAVEMENT JOINTS (5 SHEETS) ................. 25 -29 C7 M -510 -1 0 STRUCTURAL PLATE PIPE H -20 LOADING .......................30 11111 M -608 -1 = M- 601 -1 E7 SINGLE CONCRETE BOX CULVERT (2 SHEETS) ............. 31 -32 = M -601 -2 ED DOUBLE CONCRETE BOX CULVERT (2 SHEETS) .............33 -34 = M -601 -3 O TRIPLE CONCRETE BOX CULVERT (2 SHEETS) ............. 35 -36 = M- 601 -10 = HEADWALL FOR PIPES ............. ............................... 37 E7 M- 601 -11 ET] TYPE "S" SADDLE HEADWALLS FOR PIPE ....................... 38 = M- 601 -12 = HEADWALLS AND PIPE OUTLET PAVING ...................... 39 = M- 601 -20 = WINGWALLS FOR PIPE OR BOX CULVERTS ...................... 40 O M -603 -1 = METAL AND PLASTIC PIPE (2 SHEETS) ..................... 41 -42 O M -603 -2 11 REINFORCED CONCRETE PIPE .... ............................... 43 O M -603 -3 E7 PRECAST CONCRETE BOX CULVERT .. .............................44 M M -614 -2 E3 M- 603 -10 = CONCRETE AND METAL END SECTIONS (2 SHEETS) ........ 45 -46 EJ M- 604 -10 E3 INLET, TYPE C ..................... ............................... 47 0 M- 504 -11 ED INLET, TYPE D ..................... ............................... 48 ED M- 604 -12 E7 CURB INLET TYPE R (2 SHEETS) ........................... 49 -50 11 M- 604 -13 E7 CONCRETE INLET TYPE 13 ............................... ....... 51 ED M- 604 -20 E7 MANHOLES (3 SHEETS) ........ ............................... 52 -54 ED M- 604 -25 ED VANE GRATE INLET (5 SHEETS) ............................. 55 -59 = M -605 -1 L-1 SU85URFACE DRAINS .............. ............................... 60 0 M -606 -1 17 GUARDRAIL TYPE 3 W —BEAM (16 SHEETS) ................. 61 -76 17 M- 606 -13 D GUARDRAIL TYPE 7 F —SHAPE BARRIER (4 SHEETS) ....... 77 -80 = M- 606 -14 = PRECAST TYPE 7 CONCRETE BARRIER (3 SHEETS) .......... 81 -83 Creation Date: 8/23/2006 Initials: DIMS Last Modification Date: 03/12/2007 Initials: DIMS Full Path: P: \Vail PI.- Hotel \dwg \ \C[ Drawing File Name: VPH_StandardPlonsLieti ACAD Ver. 2002 Scale: NTS Units: Em PLAN NEW OR M STANDARD PAGE PLAN NEW OR S STANDARD PAGE NUMBER BEYL,5M TITLE NUMBER NUMBER REVISED nTLE NUMBER O M -607 -1 E] WIRE FENCES AND GATES (3 SHEETS) ...................... 84 -86 M S -612 -1 0 DELINEATOR INSTALLATIONS (5 SHEETS) ...... .............. 131 -135 = M -607 -2 171 CHAIN LINK FENCE (3 SHEETS) ........... I .................. 87 -89 e S -614 -1 O GROUND SIGN PLACEMENT (2 SHEETS) .......................136 -137 = M -607 -3 M BARRIER FENCE ..................... ............................... 90 M S -614 -2 O CLASS I SIGNS .......................... ............................138 = M -607 -4 0 DEER FENCE AND GATES (2 SHEETS) ....................... 91 -92 = S -614 -3 O CLASS II SIGNS ......................... ............................139 O M- 607 -10 ED PICKET SNOW FENCE .............. ............................... 93 O S -614 -4 O CLASS III SIGNS (3 SHEETS) ... .............................. 140 -142 17 M- 607 -15 E7 ROAD CLOSURE GATE (9 SHEETS ) ........................... 94 -102 = 5- 614 -5 = BREAK —AWAY SIGN SUPPORT DETAILS ............. ........ —.143 -144 11111 M -608 -1 Fl CURB RAMPS (4 SHEETS) ................................. .103 -106 FOR GROUND SIGNS (2 SHEETS) m M -609 -1 E3 CURBS, GUTTERS, AND SIDEWALKS (3 SHEETS) ........... J 07 -109 = S -614 -6 = CONCRETE FOOTINCS AND SIGN ISLANDS ....................145 FOR CLASS III SIGNS (2 SHEETS) -146 = M -611 -1 C3 CATTLE GUARD (2 SHEETS) ....................... .......... 110 -111 C7 5 -614 -8 O TUBULAR STEEL SIGN SUPPORT DETAILS (5 SHEETS) ...... 147 -151 = M -613 -1 E3 ROADWAY LIGHTING (4 SHEETS) ... ............. ........ ..... 112 -115 p S- 614 -10 = MARKER ASSEMBLY INSTALLATIONS .............. ................ .152 ED M -614 -1 C1 RUMBLE STRIPS (3 SHEETS) ......... ........................116 -118 = S- 614 -12 = STRUCTURE NUMBER INSTALLATION ... ............................153 M M -614 -2 O SAND BARREL ARRAYS (2 SHEETS) — ....................... 119 -120 ED 5- 614 -14 D FLASHING BEACON AND SIGN INSTALLATIONS (3 SHEETS) .154 -156 C7 M -615 -1 C7 EMBANKMENT PROTECTOR TYPE 3 ... ............................121 73 5- 614 -20 = TYPICAL POLE MOUNT SIGN INSTALLATIONS ...................... O M -615 -2 O EMBANKMENT PROTECTOR TYPE 5 ... ............................122 = S- 614 -21 = CONCRETE BARRIER SIGN POST INSTALLATIONS .................. ED M- 616 -1 = INVERTED SIPHON ..................... ............................123 p S- 614 -22 = TYPICAL MULTI —SIGN INSTALLATIONS. .............................. O M -620 -1 L-1 FIELD LABORATORY CLASS 1 ........ ............................124 p S- 614 -40 = TYPICAL TRAFFIC SIGNAL INSTALLATION DETAILS ............. 160 -166 C7 M- 620 -2 O FIELD LABORATORY CLASS 2 ....... ............................125 (7 SHEETS) C7 M- 620 -11 = FIELD OFFICE CLASS 1 .............. ............................126 = S- 614 -40A O ALTERNATIVE TRAFFIC SIGNAL INSTALLATION DETAILS........ 167 -171 (5 SHEETS) ED M- 620 -12 = FIELD OFFICE CLASS 2 .............. ............................127 = S- 614 -50 = MONOTUBE OVERHEAD SIGNS (14 SHEETS) ................... 172 -185 ED M -629 -1 O SURVEY MONUMENTS (2 SHEETS) ........... ...............128 -129 s 5 -627 -1 = PAVEMENT MARKINGS (5 SHEETS) .... ........................186 -190 M 5- 630 -1 1-1 TRAFFIC CONTROLS FOR HIGHWAY CONSTRUCTION............ 191 -202 (12 SHEETS) Y 5 -630 -2 = BARRICADES, DRUMS, CONCRETE BARRIERS (TEMP) ................ 203 AND VERTICAL PANELS 11 S -630 -3 O FLASHING BEACON (PORTABLE) DETAILS ...........................204 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. GINEERI VAIL PLAZA HOTEL 0259 CONTINENTAL COURT, #205 BRECKENRIDGE, COLORADO 80424 P.O. BOX 4603 • FRISCO, COLORADO 80443 • 970 453 -6064 FAX 453 -6631 COLORADO DEPARTMENT OF TRANSPORTATION STANDARD PLANS LIST M &S STANDARDS July 04, 2006 STANDARD PLANS LIST Designer: D. Leinweber Structure Deiailer: D. Leinweber Numbers Sheet Subset: xt Subset Sh Sheet )ject No. 12100.0 1 LEGEND ®� PRWET W BOUNDARY — — — — — — — EASEMENT LINE EMNG ASPHALT Ed NO CONNitIE EN NO Ph%9 0 ENSBNO LANDSCAPE jo EDSTING 1REE \ EMNG SPOT ELEVATWN EMSRNG CON=R NNE \ \ %%%%l ENSRNG BUILDING NNE REFER TO SHEET 6 FOR EXISTING UTILITIES Ycw' sal � w,e axe SOUTH � - I DNTgGE R UAD �y _. (NCH Sf at9a) `e iTeREts- DRiyF' - - / / i —�' a 6474 — _ a 8170 _ Wien, 7 7 =T %s to a w/ aNwes W — r 81701 LOT 0 r GATEWAY BUILDING I a 8788 °� ( • ' t - bE.- Y 100 FAYI IN aRVE �4_ -(af W IpNG i . r LL 6,66 L ,6. . i WAIT las -� s I r/ a -N. • LCE WIT 3 VILLAGE INN PLAZA 3 > � I VILLAGE INN PLAZA PHASE IV CONDOMINIUM e 81 8tfi4 816.6 Mann �/ y r w"� d�w �- °G' 4 sf"�6°s.W" / 6164 _ �_ _ % 1 a0 uo srras Computer File Information n ex of ewslons ALPINE VAIL PLAZA HOTEL 0259 CONTINENTAL COURT, #205 _ = BRECKENRIDGE, COLORADO 80424 — __ P.O. BOX 4603 FRISCO. COLORADO 80443 __ • 970 453 -6064 FAX 453 -6631 w ENGINEERING INC EXISTING CONDITIONS PLAN Project No. creation Date: 11/15/2004 Wild.: DLL Q 12100.0' Last Modifcation Date: 03/12/20D7 Initials: DLL Q Full Path: P: \Vail Plaza Hotel \ewg \COOT\ Q Designer: D.L. Leinweber structure Drawing ile Name: VPH_Ex- EX g g Q Detailsr: D.L. Leinweber Numbers Sheet Number 4 ACAD Ver. 2002 Scale: 1 " =40" Units: English Sheet Subset: XI Subset Sheets: X � YFILtlM, 4' VaaE � Domxc � �• * w + * r + e ~ ' FIX£ LI`E wAiR,ea- SOUTH FRON TAGE ROAD I` � • mac/ v 9 . — � tY'°4.x� N18 � mr� cF e � — 016 b —ems ��V e 8184 W w� c PLL .B7g �$19 Ld (x/l I \—IT .ai 7 Ld Pn w I , CROSSROADS OF VAIL ` A CONDOMINIUM (1) ofteft x CROSSROADS (2) P BUILDING PART OF P TRACT C . w " \ LEGEND P Damn. ASPHALT I EDSnxc CQ1IXtElE ' ® EASING PAVEli3 0' EASIIN. LANDSCAPE EASING 7= P EASING SPIT EIEVAIION EASING CWTWlt WE 77=/ EASIIN. BINDING LINE I om u er File Information Index of evlslons ALPINE VAIL PLAZA HOTEL Project No. Drecti.n D.te: 11/15/2004 Initels: DLL O — EXISTING CONDITIONS PLAN L.et M.diD.eti.n D.te: 03/12/2007 Initiels: DLL O _ o 0259 CONTINENTAL COURT, X205 12100.0 F.11 Path: P: \Vail Pl... H.tel \dwg \CDOT\ O BRECKENRIDGE, COLORADO 80424 _ P.O. BOX 4603 • FRISCO, COLORADO .80443 Designer: D.L. Leinweber structure Dr.win File Name: VPH_EX— COND.dw g g O — • 970 453 -6064 FAX 453 -6631 • Det.iler. D.L. Leinweber Numbers ACAD Ver. 2002 Sc.le: 1 " =40' Units: English ENGINEERING INC Sheet Subset: X Subset Sheets: X Sheet Number 5 GEN RAL NOTES: I11-r�Mn ' FX,SRNG SIGRY $EWER I. It is the C «fra�lorts reaponaib6ily to field «ate all utNllea. 5. 6afet� le me rem` neTilily of ma Contractor. The Engineer la fiat to eonelruclion. a 1 <a e. 9 P s. etc. an s,te Onar c omPlion a by MeaapPra 6- p,Vty th anY rt9ulationsn Muting me c «water �a wpmetl mat conflicts wim eriating utilty dw to beginning any construct. Ila utilty f" Th. C. 6. The Cenw ,hall rawda all II nv bari edwv .public Conmaciw ayllallic «toct oil appropdoh (in.1. , He shat Men locate all atilitlea (itcluding th flogmen w olM1er tlaNWHI n «eaaary I. NproMtle for I IN the Umro,m tlepN)I. zy a^6icls wiM Ma proposed caratructlon no be Trainc ContrdrGeNCea.,lM1 cunent onual on brought !e I e att-- f the Egineer Qa Vi of inor line or tle thongs, wn be ode to Niminote Pith mM y Canwcl" is to pros a dewaterig encounleretl Ueae exlab g utlllltea All a feting utilities Mall be Prot «letl fran tlomage by Ne Contract". aomaged u init. shall be re abed by GNe Contractor at no eaperee to Omer. 'orgrwntlxaler du --It an —hing- fie w M be fielded hnmeEtalely If groundxola is encaunleretl. I CPNweror a 11 aWw al his 1,— oil permit, and Inepecliona wi, M are n .—Y to It— Me Prop«ed wan. --ti- me general contnclar la to Ne py lM1e cmaWctian B' at the wife a[ ell Tmes. p'— <- Conmaclw aM1a II not scale Maringa for wnalrecllon pd"p — 0 SANITARY SEWER C EMGUT Any mtaaln9 immaiana or diacre« —c m plan'. 6 e'aldng a ^hyakal Cealuree atoll be breugM to Me ottenllan 9. Mnge ai eebwlM two lien to as pemnanent monument. Me notifyfngaIN.; 11— he <donp« at hta� m reN, wlna,l ARE HMMT AND VALVE I' 10. ompaaiona of aooean6atenma In palm raaawara ands aa,rorm prokct pet w 08• wP) - enazB' uz Wnca6TE cATm eeslx • . �4 > a • •' Ixv WT (tee cad) - alTS 3t' xlN- a)n�tz' I11-r�Mn ' FX,SRNG SIGRY $EWER ® ERea. I'll -E * + 4 • . - Ixvp IN (Nj - 8167. — a — E"InNC EI.Ea1Poc coxc ruxs) - etz4.w' Wr (le' ap) - em'89' 3 VEo- LINES ® 3 F """ ui mN- * * 8 (E) - mm.7s' INV WT (a) - 81677p71 3 F]PG1Poc ui R. sir — EV — Eo— (NS Ew — ® — -.No crElE ry —O— E*5RNG WATER —m— EuSSNG 5EI1EB Dui (z -1T caxc Npo - e17wsY 0 SANITARY SEWER C EMGUT 0 ® GAS NEIER Ea�nx Yalau ARE HMMT AND VALVE I' 1] LIGHT ® ELECTRC METER w 08• wP) - enazB' uz Wnca6TE cATm eeslx • . �4 > a • •' Ixv WT (tee cad) - alTS 3t' xlN- a)n�tz' ® ELECTRIC um G(E * + 4 • . - Ixvp IN (Nj - 8167. coxc ruxs) - etz4.w' Wr (le' ap) - em'89' ® TWµy� -pyE( mN- * * 8 (E) - mm.7s' INV WT (a) - 81677p71 Ery — Ery R. sir ® TFlEP110NE PEIIESTN. Dui (z -1T caxc Npo - e17wsY 0 SIGRIt SEVER MAE2(G(E Ea�nx Yalau I' o ,YPE v INLET ta, _ @N= _ VALLEY INLET In! ors INLET aPNat•6E Im[r /� aN = � — RW NENInatiM 0061 E AFE G rxx+ uxTS - _ .R -� MI' CGARLilATED PLASRC APE CYP CaIN111CAlFD NEPAL APE x « * v .. - Ff' • five 16 RCA SOUTH Fl20►yTgGE ROAD N MT=R' IPIINIEIt r `�^�+ �. � Ea FmESfN.B Rara II I °•°"'°•. ....® �..._ to, e- �'Ewsir«ca ® 18. 8a urNxalE a aurnW a III i I casnxc `h. g_* — * �t ��y 4 ucxr°osn"Bpate LN aEa1Po"G°rc c" auwr � ' � •. wiu* - �1rEM e� a EwrnNc * uERN �� * • A * VALEY INLET LOT 0 ' 1 , rg GATEWAY BUILDING I \* R ��t�EAa.R�NnA� Yd'6pI*p�r7e� � I I SSROADS OF II a�R3 +M�t CONDOMINIUMS VILLAGE INN PLAZA Comp u er File Information Index of Revision s ALPINE VAIL PLAZA HOTEL Project No. Creation Date: n /1s /zoo4 Initials: DLL O — EXISTING UTILITIES PLAN Last Modification Dote: 03/12/2007 Initials: DLL Q 0259 CONTINENTAL COURT, #205 12100.0 : P: \Vail Plaza Hotel dw cooT BRECKENRIDGE, COLORADO 80424 Full Path \ g\ \ Q _ P.O. BOX 4603 FRISCO, COLORADO 80443 Designer: D.L. Leinweber Structure Drawing ile Name: VPH_EX- EX _� • 970 453 -6064 FAX 453 -6631 • Numbers 9 g Q Detaiier. D.L Leinweber ACAD Ver. 2002 Scale 1 " =40' Units: English ENGINEERING INC - Sheet Subset: XI Subset Sheets: X Sheet Number 6 NOTES: 1. PLACEMENT AND INSTALLATION OF ALL NEW, RESET, AND RELOCATED SIGNS SHALL BE IN ACCORDANCE WITH 5 -614 -1 AND S- 614 -2. 2. LANE MARKINGS SHALL BE EPDXY. WORD / SYMBOL MARKINGS SHALL BE PREFORMED THERMOPLASTIC. 3. IN COOT REGION 3 ALL SIGN POSTS SHALL BE GALVANIZED TUBULAR STEEL. 4. THE CONTRACTOR SHALL CONTACT BRIAN KILUAN (970 -248 -7293) AT LEAST 2 WEEKS PRIOR TO STRIPING. IF THE PERMITTEE'S CONTRACTOR FAILS TO REVIEW THE SIGNING AND STRIPING WITH CDOT, THE PERMITTEE WILL BE RESPONSIBLE FOR ANY CORRECTIONS REQUIRED UPON FINAL INSPECTION OF THE ACCESS.- REFER TO SHEET 17 FOR TYPICAL 5' 'FULL COMPLIANCE" TEMPORARY PAVEMENT MARKINGS SHALL BE APPLIED PER CONSTRUCTION CROSS SECTION A -A COOT SPECIFICATIONS AT THE END OF EACH CONSTRUCTION DAY. INTERIM MARKINGS FOR CENTER LANE LINES CONSIST OF 4 °X4' SEGMENTS WITH 36 GAPS. 6. REMOVAL OF PAVEMENT MARKINGS MUST BE BY GRINDING OR ANOTHER ACCEPTABLE METHOD THAT IS APPROVED BY THE ACCESS MANAGER. DAN ROUSSIN (UNLESS ASPHALT OVERLAY IS REQUIRED). E7IS1RTC CURB AND GUTTER To REMAIN EMETNO CRIB AND r TARIFA TO REMAIN RUM TO L 0"NST 17 PDR SOUTH FRONTAGE ROAD „AiDAL CON71ON ADN �� _ 9EG710I1 A -A + 8 1+00 ...... .. - ., . 2 +00 O 3 +00 - EXISTING _.:. 0031ING ei MEDIAN dl S= ON MATCH EXISTING TO EIE IREIMO ED - 1 +00 " CURS AND GUTTER .., 2 +00 3 +40 0 O+pp 3 +Da N R -25.a o PROPOSED 2.0' h C]NClE1E PAN T -... m N/ 1.w LIP a u 0.5 WALK 01RIB ATO GU71FlT . ... .- _., 6.a TEATm PAIEER Rasa r WALK (Tm) l 1 _ - 0.0' HEATED PAVER r WALK (TYP) - z5 $T+ OY4b B5 R NN R�7.1' R-6.a e' PAVER WADC _ _ R-22.V et CURB AND S TTER TV E 2 m d .ter END VAL1 �r '� ..� cs -- - wt -•mot � .rr�' _ :: .. �, .y PLAZA WORK r Hik�[►1.oA ©IYJG o(iC(c � GATEWAY BUILDING 4 1 VILLAGE INN PLAZA om u er File information Q 0 Q Index of Revision s ALPINE VAIL PLAZA HOTEL 0259 CONTINENTAL COURT, #205 ° BRECKENRIDGE, COLORADO 50424 = __ P.O. BOX 4603 • FRISCO, COLORADO 80443 _ • 970 453 -6064 • FAX 453 -6631 • ENGINEERING INC HORIZONTAL CONTROL PLAN Project No. crentinn Oct.: 11/16/2004 Initials: DLL Lnat Modrenntion Doi.: 03/12/2007 Initials: DLL 12100.0 Full Path: P; \Vail Plaza Hotnl \dwg \CDOT\ Designer, D.L. Leinweber Structure Numbers � Dr—in File Name: YPH -FRONTAGE g Deteller: D.L. Leinweber Sheet Number 8 ACAD Ver. 2002 Scale: 1 " =30' Units: English Sheet Subset: XI Subset Sheets: X \\ 817S EXSTING CONTOUR 78 — PROPOSED CONTOUR EXISTING TYPE J - 'ft' INLET - NLG 'R' I TYPE J/ - • -„ 'R' NLET MEDIAN LANDSCAPE MEO So TH W _ate F ONTAGE IING CATCH CURB • • ROAD ° r - AND CUTTER TO REMAIN E %IS • ° • • - •• - • • • • • INSTALL SPILL CURB AND EXISTING VALLEY IN °. ` . °. ° PER STANDARD MI-50V _ wsrML zB PAN SECTION - _ . `. •. °' •' PER STANDARD M -608 -1 INSTALL CU S RAMP TYPE 3A PEf{ �. STANDARD N„ -808 -1 RE: LANDSC tp\ APING PLANS tV - 'r� I PROPOSED HEATED LL ry EXISTING TYPE PLANTING REOUIREMENTS p R G °� ®`re•".a._� �PAVFR WALK' 'R' IN EDGE OFROAD \ \\ PAVER PROPOSED HEA �y ° LK -c -V�.y '•'�. �T ` v , �E• "��T tS'� EXISTING STORM SEWER MANHOLE _z � -.3 .�,.� -C�_ a'. �E . � •', ". `.' L` -�' ^, <- '�^,..x"�. i IXISTNG MRS k GUI E r w+ CURB INSTA RAM (ti -~ a ti � L •', ^' —• ,_.,+, ••- - , �y -�%7 : •-_. _... e�11N LL NLET � STAND TMO M;BDB -1 t' ~� ' - .'_•• °'•yne��•�r.�. �'�\ EXISTING ' `_ °•. -.'." . ". '°I' 87.3 CURB INLET 1 cif INSTALL CATCH CURB AND GUTTER TYPE 2 (118) - PER STANDARD M -809-1 IN8Tp.L 1q�HGH D IN H 1RZ N Tyjl . 1 ¢III BFT $47��1� f%fTIF�R 1'B z�•� AtiD ,- 1 DISGIIARGE ro BUILDINhT -- AER^5L{NOARD TAOB -r - A(PCNANICAY ROCK WALL - - GATEWAY BUILDING 1 ANNA DRAINS AT (d)gDINGa DOCJ( GRADE TO DRAIN A AY FROIt) r RELOCATED 1 40AaNG pOC 9E 'MCNAN CAL T� GARAGE ENTRANCE. OBTAIN BENCHES - f TRENCLTDRAIN PERMISSION PRIOR T0+ 1 y AT BUILDING ., vCONOUCTING OFF STE WORK r 1 _ ELEV = 8170 + 1 -5 ROCK WALL 1� ,•� RE: MECHANICAL INSTALL CURB RAMP TYPE 7A PER JJJJ / STANDARD M -808 -1 NOTE: ALL BURRING ROOF AND AREA DRAINS SHALL DISCHARGE TO BUILDING MECHANICAL ._ T'i ° 1 AREA DRAINS AT LOADING DOCK RE: MECHANICAL VILLAGE INN PLAZA d V W ly 1 1 om u ter File Information Index of evisions I ALPINE = — = _ —_ ENGINEERING NC VAIL PLAZA HOTEL 0259 CONTINENTAL COURT, #205 BRECKENRIDGE, COLORADO 80424 P.O. BOX 4603 FRISCO, COLORADO 80443 970 453 -6064 FAX 453 -6631 GRADING AND DRAINAGE PLAN Project No. Creatbn Date: 11/15/2004 Initlals: 0 Q Q 12100.0 Last Modification Date: 03/12/2007 Initials: DLL Full Path: P: \Vail Plaza Hotel \dwg \CDoT\ Q Designer: D.L. Leinweber Stmcture Drawin File Name: VPH— GR04.dw 9 9 Q Retailer: D.L. Leinweber Numbers Sheet Number 9 ACAD Ver. 2002 Scale: 1 " =30' Units: English Sheet Subset: XI Subset Sheets X SKIPPED STRIPING (4" WOE X 4' LENGTH) SOLID STRIPING (4" WOE) NOTE: POSTED SPEED LIMIT IS 25MPH IN BOTH DIRECTIONS NO SPEED LIMIT SIGNS EXIST WITHIN PROJECT LIMITS. EXISTING CURB AND Gu I l di CURB AND TO FOAAIN 10 REMAIN END LANE LINE VHTE; 4' VIDE NOTES: r— 1. PLACEMENT AND INSTALLA11ON OF ALL NEW, RESET, AND RELOCATED SIGNS SHALL BE IN ACCORDANCE WITH S -614 -1 AND S- 614 -2. Lil W 2. LANE MARKINGS SHALL BE EPDXY. WORD / SYMBOL MARKINGS SHALL BE � PREFORMED THERMOPLASTIC. 3i IN COOT REGION 3 ALL SIGN POSTS SHALL BE GALVANIZED TUBULAR STEEL. Ld LLI (n 4. THE CONTRACTOR SHALL CONTACT BRIAN KILLIAN (970 - 248 -7293) AT LEAST 2 WEEKS PRIOR TO STRIPING. IF THE PERMITTEE'S CONTRACTOR FAILS TO REVIEW Ld THE SIGNING AND STRIPING WITH COOT, THE PERMITTEE WILL BE RESPONSIBLE FOR Z ANY CORRECTIONS REQUIRED UPON FINAL INSPECi10N OF THE ACCESS. J 2 5. "FULL COMPLIANCE" TEMPORARY PAVEMENT MARKINGS SHALL BE APPLIED PER U CDOT SPECIFICATIONS AT THE END OF EACH CONSTRUCTION DAY. INTERIM MARKINGS "X4' FOR CENTER LANE LINES CONSIST OF 4 SEGMENTS WITH 36' GAPS. 6. REMOVAL OF PAVEMENT MARKINGS MUST BE BY GRINDING OR ANOTHER ACCEPTABLE METHOD THAT IS APPROVED BY THE ACCESS MANAGER, DAN ROUSSIN (UNLESS ASPHALT OVERLAY IS REQUIRED). BEGIN EDGE LINE VI11E, 4" WADE INSTALL LANE LINE r *11E, 4" VADE 1 N DIM. VARIES # INSTALL ` LANE LINE MkIM 4 MADE , is— III .: y�r�rr � r+"i r�i.i " "wiriai �R�trri ��+y�ill�llfi = =i�� �i... • -- ll,IlAlair4is�w iir,l/itirlRr�r ,Il,i ��ii 3w,rai� w�'rw� = ri 1 i ....r ^reaartK,lirit.i�i i -- ��1),Ilrr,*r31.31Eii.I�lAiiiIR S,Y ^sl #irri_i�lrii r m ON iiytr riii �,.i ii Yilatw�af�t#u�w r,s r ■i ��� INSTALL DDU _ YE11.OM6 4" MADE , is— III .: y�r�rr � r+"i r�i.i " "wiriai �R�trri ��+y�ill�llfi = =i�� �i... • -- ll,IlAlair4is�w iir,l/itirlRr�r ,Il,i ��ii 3w,rai� w�'rw� = ri 1 i ....r ^reaartK,lirit.i�i i -- ��1),Ilrr,*r31.31Eii.I�lAiiiIR S,Y ^sl #irri_i�lrii r m ON iiytr riii �,.i ii Yilatw�af�t#u�w r,s r ■i ��� 0 w w s w w w z J U F Q ENO EDGE EDGE LINE MFMiE LIE WMXE 4' MMXE -.... 4' 1MOE DIM. VARIES .... ... ..:. .::. - -. -. _. ,,.. .- ,..._.._ EASING E t YIN LINE LANE INSTALL EDGE COwnNg LINE WHIT- [r LAZE LINE WADE 4. _ - EXISTING LANE LINE -- MNILE 4' NICE MATCH OOGSIE MATALL GGIINLE DGDSLE CEN7ERUNES �- NES CENTERLINES YELLOW, 41' 4' MICE YELLOW, r NNE - ---- -" -- -- `_ INSEALL N� LANE UNE whim 4 WIDE MFIIIE, 1.1114E *11E. 4' ,WD-E - - - - - -- ._— --- — - - '� -' -- ''- _ _ — — MATCH EXISTING EDGE - - - -. LINE MEMTE, P METE - ... r - ` y w - .. •• "' '" ° + ., w " W w e t • .. .• w : sa._ LINE HE ' V PART 0� " CROSSROADS (2) y TRACT C W BUILDING CROSSROADS OF VAIL A CONDOMINIUM (1) i Computer File Information Index of Revision s ALPINE —_ _ _ ° — _= = —_ ENGINEERING INC VAIL PLAZA HOTEL 0259 CONTINENTAL COURT, #205 BRECKENRIDGE, COLORADO 80424 P.O. BOX 4603 FRISCO, COLORADO 80443 • 970 453 -6064 FAX 453 -6631 STRIPING PLAN Project No. aeanon Date: 11/15/2004 Initials: DLL Q Last Maamaatian Date: )3/12/20137 Initials: DLL Q 12100.0 Full Path: P: \Vail Plaza Hotel \awg \CDOT\ Q Designer: D.L. Leinweber Structure Numbers Drawing ile Nome: VPH -FRONTAGE 9 Q Detaiier: D.L. Leinweber Sheet Number �� ACAD Ver. 2002 Scale: 1 ° =30' Units: English Q Sheet Subset: XI Subset Sheets: X SOUTH FRONTAGE ROAD WON } RIGHT TURN MOVEMENT (IN/OUT) FROM CENTERLINE OF DESIGN VEHICLE PATH OF OUTER FRONT WHEEL /INNER REAR WHEEL OF DESIGN VEHICLE 27' 39' R -27.5' v } t I I I I } I I _ I I I t GATEWAY BUILDING I i - - - - -- t — ---- 1 �• 1 I I VILLAGE INN PLAZA } I I AW� L----- - - - - -J I / WB -50 — / I y I T. la wMt05 :8, M T a ls ' :8.50 Stl lagm' 9 ha . ]000 I t Computer I e n OrmO Ion O Q Q Index of Revisions ALPINE -- _ _ — s= __ ENGINEERING INC VAIL PLAZA HOTEL REC CONTINENTAL C COURT, #205 BRECKENRIDGE, COLORADO 80424 P.O. BOX 4603 • FRISCO, COLORADO 80443 • 970 453 -6064 FAX 453 -6631 • TRUCK TURNING TEMPLATE Project No. creaeian Dote: 11 /1s /zaoa Initials: DLL Last Moairlcatien Date: 03/12/2007 Wilds: DLL 12100.0 Fun Path: P:\Vail PISZS Hotel \awg \COOT\ Designer: D.L. Leinweber Structure Numbers DrSwin Fie Name: `RH_FRONTAGE g ACAD Ver. 2002 Seale: 1 " =30' Units: English o 0etailer: D.L. Leinweber Sheet Number 12 Sheet Subset: X Subset Sheets: X 8190 8180 MATCH EXISTING CURB ELEVATION DATUM ELEV 8170.00 u; m 12A k .............._. PROFILE VIEW 111 EOA /EDGE OF CONCRETE GUTTER EXISTING I EXISTING FLOWLINE /FACE OF CURB CATCH CURB AND > TYPE 'R'INLET ALPINE VAIL PLAZA HOTEL EXISTING GRADE GUTTER TYPE 2 (118) 0; n Project No. Ld N W O GUTTER TYPE 2 (18) PROPOSED � � MEDIAN PROFILES CATCH CURB AND a00 N eO ^ BEGIN TRANSITION ~ > `Jw` ° 0259 CONTINENTAL COURT, x/205 tV m �' END TRANSITION 6 „I 6� � II 11 _ • 2 0.5° TV a EXISTING —2.78% — - -- EOOWLINE EXISTING CATCH CURB AND Drawin File Name: VPH�RONTAGE 9 > a GUTTER TYPE 2 (IIB). = =_ • 970 453 -6064 FAX 453 -6631 • o GUTTER TYPE 2 (IB) J to w Numbers " -� CATCH CURB AND O 3� TRANSITION 5; Sa GUTTER TYPE 2 (IIB) ENGINEERING INC Sheet Subset: XI Subset Sheets: X Sheet Number 13 V) —1.10 z a — EXISTING TYPE 'R' - - -- w DRAINAGE INLET PROPOSED FINISHED GRADE _ TRANSITION SPILL MATCH EXISTING GRADE CURB TO CATCH CURE O u' SEE DETAIL BELOW O� �}� �� Cn0 NN Imo ad map a0 ap mph m� m to 3 +00 EXISTING EOA /EDGE OF CONCRETE GUTTER 2I 2 +00 END TRANSITION 2 (IB) TO TYPE 2 (118) CURB AND GUTTER 1 +00 N O � 000 8190 II II V) �w as 2.16- 8180 DATUM ELEV w 8170.00 4 00 m 0 +00 PROFILE VIEW CURB AND GUTTER TRANSITION DETAIL EOA /EDGE OF CONCRETE GUTTER EXISTING I EXISTING FLOWLINE /FACE OF CURB CATCH CURB AND of evislons TYPE 'R'INLET ALPINE VAIL PLAZA HOTEL PROPOSED GUTTER TYPE 2 (118) Project No. SPILL CURB AND O GUTTER TYPE 2 (18) PROPOSED � � MEDIAN PROFILES CATCH CURB AND 3' TRANSITION BEGIN TRANSITION GUTTER TYPE 2 (JIB) ° 0259 CONTINENTAL COURT, x/205 PLAN VIEW 12100.0 END TRANSITION 6 „I 6� � { TOP OF CURB _ _ • 2 0.5° TV _ EXISTING — - -- EOOWLINE EXISTING CATCH CURB AND Drawin File Name: VPH�RONTAGE 9 TYPE 'R' INLET PROPOSED SPILL CURB AND GUTTER TYPE 2 (IIB). = =_ • 970 453 -6064 FAX 453 -6631 • GUTTER TYPE 2 (IB) PROPOSED Numbers " -� CATCH CURB AND ACAD Ver. 2002 Scale: H:1 " =30• V:1 " =6' Units: English 3� TRANSITION BEGIN TRANSITION GUTTER TYPE 2 (IIB) ENGINEERING INC N O � 000 8190 II II V) �w as 2.16- 8180 DATUM ELEV w 8170.00 4 00 m 0 +00 PROFILE VIEW CURB AND GUTTER TRANSITION DETAIL N.T.S. Computer File Information Index of evislons ALPINE VAIL PLAZA HOTEL Project No. Creation Date: 11/15/2004 imams: DLL O MEDIAN PROFILES Last Modification Date: 03/12/2007 Initials: DLL O ° 0259 CONTINENTAL COURT, x/205 12100.0 Full Path: P: \Nall Piaza Hotel \dwg \COOT\ O _ _ BRECKENRIDGE, COLORADO 80424 = P.O. BOX 4603 • FRISCO, COLORADO 80443 Designer. D.L. Leinweber Structure Drawin File Name: VPH�RONTAGE 9 O = =_ • 970 453 -6064 FAX 453 -6631 • Detailer: D.L. Leinweber Numbers ACAD Ver. 2002 Scale: H:1 " =30• V:1 " =6' Units: English O ENGINEERING INC Sheet Subset: XI Subset Sheets: X Sheet Number 13 PIA STA = 1 +73.50 PM ELEV = 8179.51 A.D. = -0.75 00a0 Oil K = 133.39 om +°r° +� 000 8190 0. 8190 II U) �N rn II II > w + � yW In II II 5 a 16% 0 00 �3� I+i ao n m N� F� a a a a II II p > II p II rn W U _Q,33 O 8180 t- a � a s pM0 M]N nn M + 8180 N W � W i-1 W aa� m m ao ap m� O EXISTING GRADE a s s m a a s _3.07 y -D.0 %2.14% - .02% a_ PROPOSE FINISHED GRADE w � MATCH EXISTING GRADE � MATCH EXISTING � CURB ELEVATION z DATUM ELEV DATUJf ELEV 8170.00 n p� N 8170.00 N u n I an m 00 3+00 2 +00 1 +00 0 +00 SOUTH MEDIAN EDGE OF ASPHALT PROFILE Computer File Information Index o Revisions ALPINE VAIL PLAZA HOTEL — -- 0259 CONTINENTAL COURT, #205 _ _ BRECKENRIDGE, COLORADO 80424 — P.O. BOX 4603 • FRISCO, COLORADO 80443 _= =_ �_ 970 453 -6064 FAX 453 -6631 ENGINEERING INC MEDIAN PROFILES Project No. Creation Date: „/15/2004 Initials: OLL O 12100.0 Last Modification Date: 03/12/2007 Initials: OLL Q Full Path: P: \Vail Plaza Hotel \dwg \COOT\ O Designer: D.L. Leinweber Structure Drawing File Name: VPH_FRONTAGE s O Detoiler: D.L. Leinweber Numbers Sheet Number 14 ACAD Ver. 2002 Scale: H:1' =30' V:1• =6' Units: English O Sheet Subset: X Subset Sheets: X u) n� pM0 M]N nn M n� �°° rOm aa� m m ao ap m� tnm m� doh m a 3 la. 0 U � O rM0 m ^ } N aD o r N ap no II II II 8180 + W N W v~i Sa a S MATCH EXISTING ROADWAY ELEVATION 2' CONCRETE PAN SECTION J FLOWUNE STA: 0 +02 - ELEV. 8176.12 1.5' LIP STA: 0 +02 - ELEV. 8176.24 8170 I TRENCH DRAIN RIM 8173.51 EXISTING GRADEJ11 .- PROPOSED FINISHED GRADE DATUM ELEV 8180.00 01 p N r^ h n m E 0 +00 0 +41.50 ACCESS ENTRY CENTERLINE PROFILE l UIIIIJUtVf rll0 I lllUlITIULIUII 111UVA UI RCVISIufIJ ALPINE VAIL PLAZA HOTEL Project No. Creation Date: 11/15/2004 Initials: DLL Q ACCESS ENTRY PROFILES Last Modification Date: 03/12/2007 Initials: DLL Q 0259 CONTINENTAL COURT, #205 _ = BRECKENRIDGE, COLORADO 80424 12100.0 Full Path: P: \Vail Plaza Hotel \dwg \CDOT\ Q = P.O. BOX 4603 • FRISCO, COLORADO 80443 Designer. Leinweber Structure Drawin File Name: VPH -FRONTAGE 9 o _= = —_ 970 453 -6064 FAX 453 -6631 Details,: Leinweber Numbers ACAD Ver. 2002 Scale: H:1 ° =30' V:1 " =6' Units: English Q ENGINEERING INC Sheet Subset: XI Subset Sheets: X Sheet Number 15 NOTE: ALL WORK IN THE SOUTH FRONTAGE ROAD SHALL BE IN ACCORDANCE WITH CDOT STANDARDS AND SPECIFICATIONS 2" COMPACTED SAND LAYER W/ W2.4X W2.4 6" CONCRETE (CL P) WIRE MESH SCREEN TO W/ W2.4 X W2.4 WELDED SUPPORT 5/8" WISBR SNOWMELT TUBING D STEEL WIRE MESH SCREEN L2" RIGID POLYSTYRENE INSULATION (DOW CHEMICAL OR APPROVED EQUAL) COMPACTED SUBGRADE 10" ABC (CL 6) (957 AASHTO T99) COMPACT TO 959. AASHTO T99 HEATED CONCRETE DRIVE SECTION N.T.S. 5/8" PEX WSBRO WIDTH VARIES TUBING (SEE PLAN) W2.4 X W24 GRADE TO DRAIN WELDED WIRE PAVERS 27yIN. MESH 5CREEN--\ a COMPACTED SAND LAYER POLYSTYRENE INSULATION COMPACTED SUBGRADE (957 AASHTO TOO) HEATED PAVER SIDEWALK SECTION N.T.S. t✓om uter rue Inrormailon O O maex OT KeVlslons ALPINE VAIL PLAZA HOTEL _ 0259 CONTINENTAL COURT, #205 BRECKENRIDGE, COLORADO 80424 — P.O. BOX 4603 • FRISCO, COLORADO 80443 __ __ • 970 453 -6064 FAX 453 -6631 • ENGINEERING INC HEATED PAVER WALK /DRIVE SECTIONS Project No. Crea6an Date: 11/15/2004 Initials: DLL 12100.0 Last Modification Date: 03/12/2007 Initials: DLL Fun Path: P: \Vail Plaza Hotel \dwg \COOT\ Q Q Designer. D.L. Leinweber Structure Numbers Drawin File Name: VPH_G &D— DETS.dw 9 g Detailer. D.L. Leinweber Sheet Number 16 ACAD Ver. 2002 Scale: N.T.S. Units: English Q Sheet Subset: XI Subset Sheets: X 3 rc 23.0 2' 2' 2' in' 2' 2' 1.5' 13' 1.5' 2' 2' EXISTING ASPHALT PAN EXISTING ASPHALT PROPOSED MEDIAN (NORTH LANES) 17.5' 5.5' ( SCUTH LANES) ACCESS DRIVE ® 4.0% WALK ® S =2% LIP NOTES' 1. FINAL ASPHALT AND AGGREGATE BASE THICKNESS SHALL BE BYGTHE EOTECHNCAL ENGINEER, APPROVED D TOWN OF VAIL AND COOT. 2. PROVIDE INFRARED PATCH ON ALL NEW ASPHALT SEAMS 3. ALL WORK IN THE SOUTH FRONTAGE ROAD SHALL COMPLY WITH COOT STANDARDS AND SPECIFICATIONS. Computer File Information O Q Index of evisions I i I -. 1.5'—rYP EACH I VAIL PLAZA HOTEL — 0259 CONTINENTAL COURT, X205 BRECKENRIDGE, COLORAD0 60424 — P.O. BOX 4603 • FRISCO, COLORADO 80443 _ _ 970 453 -6064 FAX 453 -6631 • = ENGINEERING ING TYPICAL CONSTRUCTION SECTION A —A Project No. craatian Data: 11/15/2004 nitials: DLL � 12100.0 Last Modification Data: 03/12/2007 Initials: DLL -.✓ Full Path: P: \VOil Plozo Hotel \dwg \CDOT\ O Designer: D.L. Leinweber Structure Drawing File Nam.: VPH_G &0— DETS.dwg Oetcller. D.L. Leinweber SIDE OF MEDIAN Q Sheet Number 17 EXISTING ASPHALT AND BASE COURSE TO REMAIN (7" ASPHALT6" THICKNESS ASSUMED) ABC (CL 6) �(TYP. EACH 510E `COMPACTED SUBGRADE 1(95% OF MEDIAN) AASHTO T99) B° ABC (CL 6) C MILL 4" OF EXISTING ASPHALT — REPLACE W/ 4" HBP (GR SX) IN 2 LIFTS INFRARED SEAM —TYP. EACH SIDE OF 10" ABC (CL 5)— COMPACT FRONTAGE ROAD AND MEDIAN TO 95% AASHTO T99 2" POLYSTYRENE RIGIO LIT AND REMOVE EXISTING INSULATION ASPHALT AND BASE COURSE— REPLACE R X) (MIN.) (CL 6) 2" COMPACTED SAND - TYP. EACH SIDE OF FRCNTAGE LAYER W/ SNOWMELT ROAD AND MEDIAN TUBING 6" CONCRETE DRIVE (CL P) W/ W2.4 X W2.4 WELDED STEEL WIRE MESH SCREEN GRADED BINDERS FOR SUPERPAVE ISHALL BE 64 -22 TYPICAL CONSTRUCTION SECTION A -A N.T.S NOTES' 1. FINAL ASPHALT AND AGGREGATE BASE THICKNESS SHALL BE BYGTHE EOTECHNCAL ENGINEER, APPROVED D TOWN OF VAIL AND COOT. 2. PROVIDE INFRARED PATCH ON ALL NEW ASPHALT SEAMS 3. ALL WORK IN THE SOUTH FRONTAGE ROAD SHALL COMPLY WITH COOT STANDARDS AND SPECIFICATIONS. Computer File Information O Q Index of evisions I VAIL PLAZA HOTEL — 0259 CONTINENTAL COURT, X205 BRECKENRIDGE, COLORAD0 60424 — P.O. BOX 4603 • FRISCO, COLORADO 80443 _ _ 970 453 -6064 FAX 453 -6631 • = ENGINEERING ING TYPICAL CONSTRUCTION SECTION A —A Project No. craatian Data: 11/15/2004 nitials: DLL 12100.0 Last Modification Data: 03/12/2007 Initials: DLL Full Path: P: \VOil Plozo Hotel \dwg \CDOT\ O Designer: D.L. Leinweber Structure Drawing File Nam.: VPH_G &0— DETS.dwg Oetcller. D.L. Leinweber Numbers Q Sheet Number 17 ACAD Ve, 2002 Scale: N.T.S. Units: English Sheet Subset: XI Subset Sheets: X TERRASM' PIA? MNG 8 EXISTI LANDSCAPE PLANTER - ARC1RfR= "••/�w��9�f�������''1��'�aR�9 G�Q1 � ''[� 7�211rIs �� ��i�� � E •' � / �tj`�'� ��`�f6 � .fiK � w'�V���, v� �. ee1�i' a,�0�.wr a 1/ � s�-�.w>. S° � � �dDi`i L R�' l�(��ab � 6P�.M�1`Q�fET �. �v�'• �.�...v %lw� _ Y ��Y�'�C►J! �.1�'��,+:m.�.°� :.�nL a! a�zRS:R.. � �- _ ..� K .,.��: ,n C 1MIM IN him, fflAV 1 5Q�1 o - - i¢ IP 6 RAU es. I� �pQ il►va - O{w I _ Ek ■� _413L_ I W ,I I ;?.:H,1�2�A�as!l,,- A'._f -_�.r 1 n r�1! z IAU III • /a fl<� dpplTilEll TERRASM' PIA? 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