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Home My WebLink AboutB09-0210 PlansIMPROVEMENT LOCATION CERTIFICATE I HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS PREPARED FOR VIELE CONSTRUCTION THAT IT IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT, AND THAT IT IS NOT TO BE RELIED UPON FOR THE ESTABLISHMENT OF FENCE, BUILDING OR OTHER FUTURE IMPROVEMENT LINES. I FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON THIS DATE, 11/25/09, EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY WITHIN THE BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS UPON THE DESCRIBED PREMISES BY IMPROVEMENTS ON ANY ADJOINING PREMISES, EXCEPT AS INDICATED, AND THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY EASEMENT CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED. N Imm PLC PEAK LAND CONSULTANTS, INC. PEAK LAND SURVEYING, INC. 970- 476 -8644 FAX 970- 476 -8616 1000 LION'S RIDGE LOOP VAIL, CO 81657 ZENT BIGGS )LORADO P.L.S. N0, 27598 9 GENERAL NOTES 1. PROJECT BENCHMARK: MH 040 IN THE INTERSECTION OF THE NORTH FRONTAGE ROAD AND AROSA DRIVE INV.= 7886.07, RIM = 7901.18. 2. BASIS OF BEARINGS: THE LINE CONNECTING THE MONUMENTS FOUND AT THE SOUTHWEST CORNER LOT 3, BLOCK D AND THE SOUTH CORNER LOT 4, BLOCK C BEING S 88'25'02" W. 3. APPROXIMATELY 4 "' OF SNOW ON LOT ON DATE OF SURVEY, OTHER FEATURES MAY EXIST WHICH WERE NOT VISIBLE NOR SHOWN HEREON. 4. BUILDING TIES ARE INDICATED IN PARENTHESIS. 5. DRAINAGE EASEMENT SHOWN HEREON IS IN IT'S APPROXIMATE LOCATION DUE TO INSUACIENT DIMENSIONS ON THE VAIL RIDGE SUBDIVISION PLAT. 6. LOT 8, BLOCK C, VAIL RIDGE DOES NOT LIE WITHIN A FLOOD BOUNDARY, LOT 8 IS IN ZONE C (AREA OF MINIMAL FLOODING) ACCORDING TO FLOOD INSURANCE RATE MAP COMMUNITY - PANEL NUMBER 080054 001 B (FEMA) 7. LOT 8 IS SUBJECT TO TERMS, CONDITIONS AND PROVISIONS OF TRENCH, CONDUIT AND VAULT AGREEMENT RECORDED NOVEMBER 17, 2009 AT RECEPTION N0, 200924657, 8. PEAK LAND SURVEYING, INC. DID NOT PERFORM A TITLE SEARCH OF THE SUBJECT PROPERTY TO ESTABLISH OWNERSHIP, EASEMENTS OR RIGHTS -OF -WAY OF RECORD. RECORD DOCUMENTS UTILIZED IN THIS IMPROVEMENT LOCATION CERTIFICATE WERE PROVIDED BY LAND TITLE GUARANTEE COMPANY, ORDER NO. VC250369.1 DATED NOVEMBER 23, 2009, AT 5.00 P.M.. 9. NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. i' / C2 GRAPHIC SCALE r r 5 10 20 IN FEET 1 CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT CHORD CHORD BEARING Cl 35 °48'36" 88.00' 55.00' 28.43' 54.11' N81'18'18 "E C2 51'35'51" 78.43' 70.63' 37.91' 68.27' N89'1 2'04"E LOT 21 (TOWN OF VAIL) �I ,A.rosa ][)rive Va1*1, Colorado 1 G :Building Permit Set 09.03.2009 0 I 1 VAg, Inc. Architects & Planners Post Office Box 1734 Vail CO 81658.1734 (970) 949.7034 fax: (970) 949.8134 email: gencral(a-_),vagarchit".com 90 Benchmark Road Suite 202 A-- Pn 211cla J.L. Viele Construction, Inc. 970.476.3082 Civil Engineer Misc Consultant: M�l Revisions: � Z, Issue Dates: "C" 07.22.09:Progress Set "D" 07.27.09 DRB Submittal "Ell 01.31.09 DRB Update "Y" 08.19.09: Permit Set G" 09.03.09: Permit Respons Sheet Title: Project Cover Sheet Project No: 2910.00 Sheet No: AM Revisions: � Z, Issue Dates: "C" 07.22.09:Progress Set "D" 07.27.09 DRB Submittal "Ell 01.31.09 DRB Update "Y" 08.19.09: Permit Set G" 09.03.09: Permit Respons Sheet Title: Project Cover Sheet Project No: 2910.00 Sheet No: 'V A gq Inc. V L_x Architects &Planners Post Office Box 1734 Vail CO 81658.1734 (970) 949.7034 fax; (970) 949.8134 email: gcneral@vagarchitectsxorn 90 Benchmark Road Suite 202 J.L. Viele Construction, Inc. 970.476.3082 Civil Engineer• .Disc Consultant: IN MIN W", VJA a t LIM 0 Revisions: Z� Issue Dates: "D" 07.27.09 DRB submittal "E" 07.31.09 DRB submittal "F" 08.19.09: Permit Set G" 09.03.09:Permit Resvonsl Sheet Title: Project No: 2910.00 Sheet No: A55RE I AT I ON6 5YM50L 6 LEGEND GENERAL NOTE & I ND E X OF DRAW I NG6 GENERAL: ' A A5 AMPERE ANCHOR BOLT MATL MAX MATERIAL MAXIMUM LEVEL FLOOR PLAN DRAWING TITLE ASSEMBLY 4 SYSTEM DIAGRAM KEY I. DO NOT SCALE DRAWINGS. AOO COVER SHEET ACOU6 ACOU9TIC(AL) MECH MECHANICAL 2. NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES OR CONFLICTS IN THE DOCUMENTS PRIOR TO AO.l INDEX SHEET AFF ABOVE FINISHED FLOOR ALTERNATE MEP MFR MEDIUM MANUFACTURE(R) ro DEMOLITION, CONSTRUCTION, OR ALTERATION OF EXISTING OR NEW STRUCTURES. CIVIL /SITE /LANDSCAPE: ALUM ALUMINUM MH MANHOLE 3. DIMENSIONS ARE FROM FACE OF STUD TO FACE OF STUD, CENTERLINE OF STRUCTURAL COLUMN, AND/OR FACE ARCH APPROX ARCPITECT(URAL) APPROXIMATE MIN MI5G MINIMUM M15CELLANEOU5 OF CONCRETE FOUNDATION WALLS, UNLESS NOTED OTHERWISE. GO.0 INDEX SHEET CLO EXISTING CONDITIONS PLAN ASF ABOVE STRUCTURAL FLOOR MTG MOUNTED ENLARGED DETAIL BUBBLE G 4. ALL ANGLES ON PLANS ARE W OR 45 DEGREES, UNLESS NOTED OTHERWISE. C2.1 PROPOSED GRADING AND DRAINAGE PLAN ATTEN ATTENUATION MTL METAL C22 PROPOSED GRADING AND DRAINAGE PLAN 5. COORDINATE ALL MECHANICAL AND ELECTRICAL EQUIPMENT 70 FIT WITHIN CEILING AND WALL G'3.0 PROP05ED SHALLOW UTILITIES PLAN BD BOARD N NORTH F CAVITIES /SPACES. REFER TO THE 5CI J015T MANUAL FOR MAXIMUM TRUSSED J015T PENETRATION SIZE$. C4.0 PROPOSED EROSION CONTROL PLAN BKG BACKGROUND N/A NOT APPLICABLE FL FF - REVIEW POSSIBLE CONFLICTS WITH ARCHITECT OR GENERAL CONTRACTOR PRIOR TO INSTALLATION FOR C5.1 CONSTRUCTION DETAILS AND NOTES BLK BLOCK NIC NOT IN CONTRACT 5UILDING SECTION TAG DETERMINATION OF PROPER COURSE Or ACTION, C52 CONSTRUCTION DETAILS AND NOTES BLDG BUILDING NO NUMBER BLKG BLOCKING NOM NOMINAL Co. PROVIDE ALL NECESSARY BLOCKING IN STUD CAVITIES IN WALLS AND CEILINGS, LOCATIONS INCLUDE, BUT LI.1 LANDSCAPE PLAN BM BEAM NTS NOT TO SCALE ARE NOT LIMITED TO, TOILET AND BATH ACCESSORIES, WALL AND CEILING MOUNTED ELECTRICAL EQUIPMENT, 150T BOTTOM WINDOW TREATMENTS, MANTELS, CLOSET ROD$, CABINETRY, COUNTERTOPS AND FALSE BEAMS. ARCHITECTURE. 5/0 BOTTOM OF 0c ON CENTER(5) BRS BEARING OE) OUTSIDE DIAMETER ELEVATION DRAWING TAG 1. ALL STEEL LOCATED BELOW GRADE TO BE COATED WITH BITUMINOUS DAI-IFFROOFING. A2.1 MAIN LEVEL FLOOR PLAN BR<R BREAKER ow OVERHANG A2.2 UPPER LEVEL FLOOR PLAN BTU BRITISH THERMAL UNIT OPP OPPOSITE a. UNLESS OTHERWISE DIMENSIONED: CENTER DOOR AND WINDOW OPENINGS, PLUMBING FIXTURES, ELECTRICAL A23 ROOF PLAN I RUTH BTU PER HOUR 06F OUTSIDE FACE WALL ASSEMBLY R DEVICES, HVAC DEVICES, ETC, DIRECTLY BETWEEN INTERSECTING WALLS. MAINTAIN A MINIMUM OF ro" FROM 57UN BUR BETWEEN BUILT UP ROOFING 055 0z ORIENTED STRAND BOARD OUNCE(9) T/O EL YWQ ROOF ASSEMBLY INTERSECTING WALLS TO WINDOW AND/OR DOOR OPENINGS. NOTIFY ARCHITECT OF ANY D15GREPANCIE5. A3.1 NORTH 4 EAST EXTERIOR ELEVATIONS 43.2 SOUTH 4 WEST EXTERIOR ELEVATIONS FLOOR ELEVATION TAG EL -00_ 13. COORDINATE WITH GEOTECPNir-AL, CIVIL, STRUCTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR C CONDUIT P POLE EXTERIOR FINISH SYSTEM F] =EXTERIOR SPECIFICATIONS, ENGINEERING, SPACING, ETC. ARCHITECTURAL DRAWING DIMENSIONS GOVERN, A4.1 BUILDING SECTIONS C/C CENTER TO CENTER FL PLATE BUILDING SECTIONS CFM CUBIC FEET PER MINUTE PERP PERPENDICULAR 10, REFER TO THE A5'S FOR FOR ALL CONSTRUCTION ASSEMBLY INFORMATION, A43 BUILDING SECTIONS CHNL CHANNEL PLYWD PLYWOOD F L CJ CKT CONTROL JOINT CIRCUIT PLUMB PNT PLUMBING FAINTED GRID TAG = FLOOR FINISH SYSTEM 11. THESE DRAWINGS REPRESENT BUILDING CORE AND SHELL CONSTRUCTION INFORMATION, ANY FINISHES OR FIXTURES SHOWN ARE FOR GRAPHIC LOCATION PURPOSES ONLY. A5.1 WALL ASSEMBLY DETAILS CL CENTER LINE PFL PROPERTY LINE A52 A55EM5LY TYPES CLG CEILING PREFAB PREFABRICATED CEILING FIN16H SYSTEM Fc] = 12� SURVEYOR TO VERIFY PROPOSED STRUCTURES SHALL NOT IMPEDE OVER ANY EASEMENTS, SETBACKS, CLOS CLOSET PRO PROJECTION HOMESITE OR BUILDING ENVELOPE BOUNDARIES. WALL SECTION 4 STAIR SECTIONS co CLEANOUT PRY PRESSURE RELIEF VALVE PLA N REFER TO A5 SERIES DWGS FOR COL COLUMN PSF FOUND$ PER SQUARE FOOT NORTH ARROW DESCRIPTIONS OF SYSTEMS AND 13. MECHANICAL ROOM, ELECTRICAL ROOM, ATTIC, AND CRAWL SPACE VENTILATION 15 THE RESPONSIBILITY OF AS.I PLAN DETAILS GONG CONCRETE F:161 POUNDS PER SQUARE INCH ASSEMBLIES THE MECHANICAL CONTRACTOR AND TO BE PER ALL APPLICABLE CODES. A92 SECTION DETAILS CONT CONTINUOUS, CONTINUE PVC POLYVINYL CHLORIDE A93 WINDOW AND DOOR TYPES CORR CORRUGATED Pw POTABLE WATER 14. FOUNDATION DE51GN IS BASED UPON A JANUARY 23, 2009 GEOTECHNICAI- ENGINEERING REPORT PREPARED A13.4 WINDOW AND DOOR DETAILS CMf- CORRUGATED METAL PIPE BY MASER CONSULTING, PA (RE: STRUCTURAL GENERAL NOTES). CURRENT .5011-6 CONDITIONS MUST BE A95 ROOF DETAILS CMU CONCRETE MASONRY UNIT OT QUARRY TILE RM UPPER SPECIFICALLY STUDIED AT ACTUAL FINAL BUILDING LOCATION. CPT CARPET QTY QUANTITY RN LOWER ROOM NUMBER TAG STRUCTURAL: G7 CERAMIC TILE CU CUBIC R R15ER 50.01 GENERAL NOTES CW COLD WATER RCP REFLECTED CEILING PLAN 6002 TYPICAL PLAN DETAILS X CROSS RD ROOF DRAIN 90.03 SHEAR WALL DETAILS RE REFERENCE 5004 SHEAR WALL DETAILS D DEEP/DEPTH REF REFRIGERATOR Phi DOOR TYPE TAG 62.01 FOUNDATION PLAN DHW DOMESTIC HOT WATER RE INF REINFORCE(D), (ING) 62.11 FLOOR PLAN D 114G DIAGONAL REQ REQUIRED 5221 ROOF PLAN DIAM DIAMETER REV REVISION 55.01 FOUNDATION DETAILS DIAPH DIAPHRAGM RM ROOM WINDOW TYPE TAG .95.11 FLOOR DETAILS DTL DETAIL RO ROUGH OPENING 65,21 ROOF DETAILS Dur;3 DRAWING R$ ROUGH SAWN MECHANICAL: E EAST 6 SOUTH 011 WALL TYPE TAG EA EACH SC SOLID CORE ELECTRICAt ELEC ELECTRIVAL) SCH SCHEDULE ELEV ELEVATIONS /ELEVATOR SID STORM DRAIN EMBED EMBEDMENT SECT SECTION EM EMERGENCY 5F SQUARE FEET REVISION CLOUD EO EQUAL SHTG SHEATHING EQUIP EQUIPMENT 5HT SHEET FLLY-' ELECTRIC WATER COOLER SIM SIMILAR EXG EXISTING SPEC 5PECIFICATION(5) EXP EXPANSION 60 SQUARE EXT EXTERIOR STD STANDARD REVISION TAG STIFF STIFFENER FD FLOOR DRAIN STL STEEL FDN FOUNDATION STMP STAMPED FF FINISH FLOOR 5TN STONE BREAK LINE FG FIBERGLASS 5TOR STORAGE PH FIRE HYDRANT STRUCT 5TRUCTURE(AL) FIN FINISH eu$P SUSPENDED X-12 FL FLOOR ROOF SLOPE TAG FLG FLANGE TG TEMPERATURE CONTROL FLUOR FLUORESCENT THK THICK(NE56) FT FEET THRU THROUGH FTG FOOTING TFF TOP OF FINISH FLOOR e STAIR DIRECTION LEADER T/O TOP OF G GAS TOB TOP OF BEAM GA GAUGE TOG TOP OF CONCRETE GAL GALLON TOW TOP OF WALL GALV GALVANIZED TR TREAD GI GALVANIZED IRON TRANS TRAN6vPRSE GL GLASS TS TUBE STEEL GR GRD GRADE, GRADING GROUND TSF TS9 TOP OF STRUCTURAL FLOOR TOP OF STRUCTURAL SLAB MATERIAL 6 LEGEND CODE AN ALY515 P ROJECT DIRECTCRY GW5 GYPSUM WALL BOARD TYP TYPICAL GYP GYPSUM BUILDING LOCATION- UG UND He HOSE BIBB UL UNDERGROUNDS LAB HC HOLLOW CORE UNO UNLESS NOTED OTHERWISE EARTH SOUND BOARD PHYSICAL ADDRESS - 265l AR05A DRIVE, VAIL, GO 61651 OWNER: Town OF Vail CIVIL Peak Land Consultants 1 14DO HOPE HIGH DENSITY OVERLAY HIGH DENSITY POLYETHYLENE V VOLT LEGAL DESCRIPTION - LOT 0, BLOCK C, VAIL RIDGE Vail Local Housing Authority ENGINEER: 1000 Lion's Ridee Loop HT HEIGHT V5 VAPOR BARRIER ZONING DISTRICT - TWO FAMILY PRIMARY/SECONDARY RESIDENTIAL 15 S. Frontaee Road Std 31) HK HOOK(5) VB VINYL BASE FILL GLASS Vail, CO 's](05*1 Va i 1, CO al&5-1 HORZ HORIZONTAL VERT VERTICAL IBIO-419 -2144 OB-10) 41r0 -8 &44 HP HIGH POINT VEST VESTIBULE DEVELOPMENT STANDARDS HFUR HORSE POWER VIF VERIFY IN FIELD CORRUGATED Contact. Nina Timm Fx (1310) 416-061(o HR HOUR CONCRETE METAL GRFA ALLOWED. &.Bli 50 FT Contact., Mark Luna NW HOT WATER W WE6TAVATER/WIDEAJJIDTH UNIT - 60% - 4,146b0 sq Ft HWC HOT WATER CIRCULATION W/ WITH UNIT B - 409. - 2,164.40 sq ft Hl::>W H4V HARDWARE HEATING 4 VENTILATION W/o WD WITHOUT WOOD GRAVEL COPPER GARAGE: 600 sq ft/unit GENERAL J.L. Viele Contruction, Inc. M/E/P Desien-15uild WC WATER CLO6ET SHING ES CONTRACTOR. 1000 S. Frontage Road W ENGINEER: IN INCHES WP WATERPROOFING) PROPOSED: Ste 202 INCL INFO INCLUDE INFORMATION WWF WELDED WIRE FABRIC SPANISH UNIT A - I,*i&I aq rt Vail, CO al&51 _ ASPHALT p TILE INSUL INSULATION /INSULATING MAIN LEVEL --163 eq Ft (9-10) 4-1 (p -3082 INT INTERIOR UPPER LEVEL - 853 4 315= 1,205 fx (910) 416-3423 ic JANITOR CLOSET BUILT-IN GARAGE - 4114q ft Contact. Brent Arnold CONCRETE BLOCK CA51NETRY JT JOINT UNIT 5 - 2005 sq ft MAIN LEVEL - 100 aq ft KV KVA KILOVOLT KILOVOLT AMPERE NEW WOOD UPPER LEVEL - Ba3 + 342- 1,225 GARAGE - 411 aq rt ARCHITECT- VA g Inc. Architects 4 Planners 6URVEYOR. Peak Land Consultants BRICK STUD WALL FO E30X 1"134 1000 Lion'5 Rid!@e Loop LAV LAVATORY Vail CO 01&53 Suite 3D LB(S) POUNDS _=,/5 LOT SIZE: 0.411 ACRES (15,164 eq ft) (910) 941B.1034 Vail, Co 51&51 LP LT LOW POINT LIGHT STEEL METAL STUD WALL 7777 SITE COVERAGE: fx (9 TO) 1349.6134 OB10) X7(0 -Oro 44 LVR LOUVER REQUIRED - 209. OF SITE AREA (3,632.9 sq ft) Contact. Stephanie Lord-Johnson Fx (1310) 416 -8616 PROPOSED - 14'% 2042 eq ft ALUMINUM EXISTING Contact: Mark Luna CONSTRUCTION LANDSCAPE AREA REQUIRED - 60% OF 51TE AREA (10,898.40 sq ft) L__7 PROPOSED - 11% (12,522 sq ft or landscape area) STRUCTURAL RE I 6tructura I WOOD (ROUGH) r. ------- ------ DEMOLITION 2,642 sq Ft or building area ENGINEER: P.O. Box W013 --------- ------ CONSTRUCTION 2,450 sq ft or driveway 150 aq ft or patio Avon, CO 01620 (1310) 145-0111 WOOD (FINISHED) PARKING REQUIRED - 2 SPACE PER UNIT IF UNDER 2000 60 FT GRFA fx (510) O(BCJ-0511 PROPOSED - NDOOR SPACES AND 2 EXTERIOR SPACES PER UNIT Contact. Sean Mollot PLYWOOD BUILDING DESCRIPTION LAND5CAPE VAO Inc. Architects 4 Planners FLA5TER/GW5/ TYPE OF BUILDING: ARCHITECT. F0 50X 1134 STUCCO NEW BUILDING CONSTRUCTION Vail Co 01655 OCCUPANCY: (e10) 13413.1034 ACOUSTIC TILE TWO FAMILY PRIMARY/SECONDARY RESIDENTIAL (R-3) fx (-310) 9490134 BUILDING TYPE- V-5 Contact. Pedro Campos CERAMIC /QUARRY FIRE 5UPPRE55ION/Al-ARM SYSTEM: NON SPRINKLER TILE MONITERED FIRE ALARM AS REQUIRED BY CODE MARBLE 7/7/77 i 7/7/7, STONE PROJECT DATUM C 01"O"TRIGHT GRANITE THE DATUM REFERENCE FOR THIS PROJECT 16 AT THE MAIN LEVEL Or UNIT A: BATT INSULATION The drawings, specifications and other documents prepared bg the Architect (Vail Architecture group, Inc.) for ARCHITECTURAL REFERENCE ELEVATION z " EL +100'.0 the Project are Instruments of the Architect's service for use solely with respect to this Project and, unless WHICH CORRELATES TO U.5iG.5. ELEVATION -- EL 41913'-ro" otherwise provided In writing, the Architect shall be deemed the 801C and exclusive author of these documents SURVEY ENGINEERING INFORMATION PREPARED BY PEAK LAND CONSULTING and shall retain, without limitation, all common law, statutory and other reserved rights, Including the copyright RIGID INSULATION DATED 06 -05-09 hereof. No person, whether having come rightly Into possession hereof or otherwise, shall employ there documents on any other project, nor for additions to this Project nor for the completion or this Project by others, unless with the prior express written consent of the Architect and upon appropriate compensation to the Architect in an amount and kind satisfactory to the Architect. The Architect expressly claims all proprietary WOOD SHAKES rights in the material which is issued in confidence for design and / or construction purposes of this Project as noted. These materials may not be copied, modified, nor employed in any wag without specific prior written consent and permission of the Architect. VA2, Inc-, Architects 4 Planners All rights reserved. 'V A gq Inc. V L_x Architects &Planners Post Office Box 1734 Vail CO 81658.1734 (970) 949.7034 fax; (970) 949.8134 email: gcneral@vagarchitectsxorn 90 Benchmark Road Suite 202 J.L. Viele Construction, Inc. 970.476.3082 Civil Engineer• .Disc Consultant: IN MIN W", VJA a t LIM 0 Revisions: Z� Issue Dates: "D" 07.27.09 DRB submittal "E" 07.31.09 DRB submittal "F" 08.19.09: Permit Set G" 09.03.09:Permit Resvonsl Sheet Title: Project No: 2910.00 Sheet No: d3 T,OWN OF VAIL A ROSA D UFL EX FROdEC T ROSA 4� DRIVE VAIL,., COLORADO INTERSTATE 70 WEST TO AVON, COLORADO . S -401t 4 OW ..._ .."moor.,... � � a t t t m << 1 1 t t 1 i 1 A,.3a I4 ',Al j ors \Sf.i INTERSTATE 70 TOWN OF VAIL WEST EXIT 173 ---,� I INTERSTATE 70 --- -- - --- -- 1 TOWN OF M I NTU R N 4 I t EXIT 171 f 1. ALL CONSTRUCTION SHALL MEET OR EXCEED THE TOWN OF VAIL'S MINIMUM STREET DESIGN AND ACCESS CRITERIA.. 2. PROVIDE DEWATERING FOR GROUND WATER ENCOUNTERED DURING EXCAVATION AND TRENCHING. CONSTRUCTION DEWATERING PERMITS ARE REQUIRED AND MUST BE OBTAINED BY THE CONTRACTOR IF GROUND WATER IS ENCOUNTERED. 3. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAG MEN OR OTHER DEVICES NECESSARY TO PROVIDE FOR PUBLIC SAFETY IN ACCORDANCE WITH THE CURRENT MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL CONSTRUCTION ZONE TRAFFIC CONTROL. 4. OBSERVATIONS OF THE WORK IN PROGRESS AND ON —SITE VISITS BY THE ENGINEER ARE NOT TO BE CONSTRUED AS A GUARANTEE OR WARRANTY BY THE ENGINEER OF THE CONTRACTOR'S CONTRACTUAL RESPONSIBILITIES. 5. SAFETY IS THE RESPONSIBILITY OF THE CONTRACTOR. THE ENGINEER AND OWNER ARE NOT RESPONSIBLE FOR SAFETY IN, ON, OR ABOUT THE PROJECT SITE, NOR FOR COMPLIANCE BY THE APPROPRIATE PARTY WITH ANY REGULATIONS RELATING HERETO. 6, THE CONTRACTOR SHALL MINIMIZE ALL OFF SITE SOIL TRACKING, ALL SOIL TRACKED OFF SITE SHALL BE IMMEDIATELY CLEANED UP TO THE SATISFACTION OF THE ENGINEER AND /OR TOWN OF VAIL. 7. ALL EXCAVATIONS FOR UTILITY LINES, CULVERTS, TRENCHES, OR TUNNELS SHALL MEET THE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA), COLORADO INDUSTRIAL COMMISSION, COLORADO DIVISION OF MINES, OR THE COLORADO DEPARTMENT OF TRANSPORTATION, WHICHEVER APPLIES. 8. THE CONTRACTOR SHALL MAINTAIN EXISTING DRAINAGE CHANNELS, CULVERTS AND APPURTENANCES DURING CONSTRUCTION AS NECESSARY TO PROTECT ROADS AND PROPERTY, 9. THE CONTRACTOR SHALL TAKE ALL APPROPRIATE PRECAUTIONS TO SIGNIFICANTLY REDUCE ANY POTENTIAL POLLUTION CAUSED BY HIS ACTIVITIES, INCLUDING VEHICLE FUELING, STORAGE OF FERTILIZERS OR CHEMICALS, ETC. THE CONTRACTOR SHALL HAVE IDENTIFIED PROCEDURES FOR HANDLING POTENTIAL POLLUTANTS AND HAVE IDENTIFIED SPILL PREVENTION AND RESPONSE PROCEDURES PRIOR TO ANY ACTIVITIES AT THE PROJECT SITE. •NC }�F-.i.\ \`YTS \ i� t �� Q�ryt9 INTERSTATE 70 TOWN OF VAIL MAIN EXIT 176 10, THE CONTRACTOR SHALL NOT SCALE DRAWINGS FOR CONSTRUCTION PURPOSES. ANY MISSING DIMENSIONS OR DISCREPANCIES IN PLANS, FIELD STAKING, OR PHYSICAL FEATURES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. IF THE CONTRACTOR PROCEEDS WITH THE WORK WITHOUT NOTIFYING THE ENGINEER, HE DOES SO AT HIS OWN RISK. 11, DISPOSAL OF TRASH, ASPHALT, CONCRETE AND CONSTRUCTION DEBRIS IS THE RESPONSIBILITY OF THE CONTRACTOR AND CONSIDERED PART OF THE WORK, 12. NOTIFY ENGINEER IMMEDIATELY IF DISCREPANCIES ARE SUSPECTED IN TOPOGRAPHY AS DEPICTED HEREIN. 13, THE CONTRACTOR MUST INSTALL AND MAINTAIN EROSION CONTROL FACILITIES AND MAY BE REQUIRED TO SUBMIT AN EROSION CONTROL PLAN TO THE TOWN OF VAIL. ADDITIONAL EROSION CONTROL MAY BE REQUIRED DEPENDING ON SITE CONDITIONS AND WEATHER AND IS CONSIDERED A PART OF THE WORK. 14. ANY CONSTRUCTION STAGING AREA LOCATION MUST BE APPROVED BY THE TOWN OF VAIL. 15, A TRAFFIC CONTROL PLAN FOR ROADWAY WORK WILL NEED TO BE SUBMITTED TO THE TOWN OF VAIL AND ENGINEER FOR APPROVAL AT LEAST 7 DAYS PRIOR TO CONSTRUCTION START AND SHALL INCLUDE THE FOLLOWING AT MINIMUM: A. ACCESS TO BUSINESSES AND RESIDENCES SHALL BE MAINTAINED AT ALL TIMES B. ALL AFFECTED PROPERTY OWNERS SHALL BE CONTACTED IN WRITING TO INFORM THEM OF WORK SCHEDULE AND TRAFFIC CONTROL PROTOCOL, COPIES OF WRITTEN NOTICES AND INSTRUCTIONS SHALL BE PROVIDED TO ENGINEER FOR APPROVAL PRIOR TO DISTRIBUTION C. WORKING HOURS ARE ALLOWED FROM Sam to 5pm MONDAY THRU FRIDAY D. A TRAFFIC CONTROL FLAGGER MAY BE USED AS NECESSARY FOR CONSTRUCTION VEHICLES TURNING ON TO STREETS, E. NOTICE OF OPERATIONS AFFECTING TRAFFIC SHALL BE DISTRIBUTED IN WRITING 48 HOURS IN ADVANCE OF WORK TO: TOWN OF VAIL PUBLIC WORKS EAGLE COUNTY EMERGENCY SERVICES F. CHANNELING DRUMS WITH FLASHING LIGHTS ARE REQUIRED FOR THE LENGTH OF THE PROJECT AT 100' MINIMUM SPACING AND AT ALL DRIVEWAYS. G. YELLOW CAUTION TAPE IS REQUIRED TO BE PLACED BETWEEN DRUMS TO DELINEATE NEW CONCRETE UNTIL REQUIRED STRENGTH IS ACHIEVED. 1 1 1 1 INTERSTATE 70 TOWN OF VAIL EAST EXIT 180 VICINITY MAP N.T.S. • IA§ :f t t Z'S M1 { INTERSTATE 70 EAST TO FRISCO, COLORADO 1, ALL WATER AND SANITARY LINE CONSTRUCTION SHALL CONFORM TO EAGLE RIVER WATER AND SANITATION DISTRICT SPECIFICATIONS AND SHALL BE ACCEPTED BY THE DISTRICT PRIOR TO PROJECT COMPLETION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE ALL WORK ASSOCIATED WITH THESE SYSTEMS. 2. THE CONTRACTOR SHALL KEEP 2 SETS OF CONTRACT DRAWINGS MARKED UP TO FULLY INDICATE AS —BUILT CONDITIONS. THE DRAWINGS SHALL BE PROVIDED TO PEAK LAND CONSULTANTS, INC. AND THE OWNER UPON COMPLETION OF THIS WORK. WHERE PRACTICAL THE CONTRACTOR IS TO PROVIDE AT LEAST TWO TIES FROM PHYSICAL MONUMENTS TO ALL FITTINGS, VALVES, MANHOLES, AND THE END OF ALL SERVICE LINES. 3. ALL WATER MAINS, WATER SERVICES & HYDRANT ASSEMBLIES SHALL HAVE A MINIMUM COVER OF 8.0 FEET AND SANITARY LINES A COVER OF 5.0 FEET. 4, THE CONTRACTOR SHALL VERIFY EXISTING PIPE OR MANHOLE INVERTS AT TIE —IN POINTS PRIOR TO CONSTRUCTION. 5, ALL WORK TO THE SHALLOW UTILITY SYSTEM SHALL BE PER EACH RESPECTIVE UTILITY COMPANIES SPECIFICATIONS, CONTACT EACH PERSPECTIVE UTILITY COMPANY TO REVIEW PLANS AND COORDINATE CONSTRUCTION BEFORE CONSTRUCTION BEGINS. 6. IT IS THE CONTRACTORS RESPONSIBILITY TO SCHEDULE A PRE — CONSTRUCTION MEETING WITH ALL UTILITY COMPANIES 48 HOURS PRIOR TO ANY CONSTRUCTION. MEETING SHALL TAKE PLACE WITH OWNER, ENGINEER, AND RESPECTIVE UTILITY COMPANY, 7. CONDUIT REQUIREMENTS FOR EACH SHALLOW UTILITY COMPANY SHALL BE VERIFIED PRIOR TO CONSTRUCTION. COVER SHEET C 0.0 EXISTING CONDITIONS PLAN C 1.0 GRADING & DRAINAGE PLAN C 2.1 GRADING & DRAINAGE PLAN C 2.2 PROPOSED EASEMENTS PLAN C 2.3 SHALLOW UTILITIES PLAN C 3.0 EROSION CONTROL PLAN C 4.0 CONSTRUCTION DETAILS C 5.1 CONSTRUCTION DETAILS C 5,2 Alk A TOWN OF VAIL PUBLIC WORKS DEPARTMENT 970- 479 -2158 B EAGLE RIVER WATER AND SANITATION DISTRICT 970- 476 -7480 C ELECTRIC (HOLY CROSS ENERGY) 970-- 945 -5491 D PHONE QWEST SAM TOOLEY 970 -468 -6860 E PHONE QWEST MATT ALBERS 970 - 468 -2162 F GAS (XCEL) LOUISE TIMSON 970 - 262 -4050 G CABLE TV (COMCAST) DAVID EVANS 970 -949 -1224, EXT 119 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 THEN LOCATE ALL UTILITIES (INCLUDING DEPTH), ANY CONFLICTS WITH THE PROPOSED CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF PEAK LAND CONSULTANTS, INC. SO THAT LINE 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. "MllB'!0 4 ' + r 753 ,' °c g 0 tv , f 0 n w di 0 POST (2~ X 2" NOMINAL) SILT FENCE FABRIC ANCHORED IN TRENCH AND FIRMLY ATTACHED TO POST SILT FABRIC 6" x 6" 24 TRENCH STAPLED TO A POSTS BACKFILL SILT FENCE ~ . FA--_ v � =`^"°"E" ,. IN Tnswcn 8 AND ATTACHED ' TRENCH FIRMLY TO POST ' -'��;�� 6 ^ v G" CONSTRUCTION NQTES SILT FENC '. = . 1. POSTS: STEEL EITHER T OR V TYPE OR 2" HARDWOOD PREFABRICATED UNIT. GE0FA8. ENVIROF[NCE OR 2. MAINTENANCE Smw1 BE PERFORMED AS NEEDED AND APPROVED EQUAL w*JEMmL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE 3. SILT FENCE MUST BE |wSn^u-ED BEFORE BEGINNING CONSTRUCTION. SILT FENCE ' � � sp sp sp sr / / EXISTING PAVEMENT PAVEMENT ILTER F 12" MIN. EARTH FABRIC MOUNTABLE BERM ZVOONG PROFILE (OPTIONAL) GROUND t STONE SIZE- USE 2° CRUSHED SCREENED ROCK. 2. LENGTH- AS REQUIRED BUT NOT LESS THAN 50 FEET 3. THICKNESS- NOT LESS THAN SIX (6) INCHES 4. WIDTH- TEN (10) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. 5. FILTER CLOTH- WILL BE PLACED OVER THE ENTIRE AREA PRIOR To PLACING OF STONE 6. SURFACE WATER- ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL RE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, » MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED 7. MAINTENANCE- THE ENTRANCE SHALL BE MAINTAINED IN 4 CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR CLEAN OUT 0FANY wE*GVeES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHT-OF-WAY mU5J BE REMOVED \M[DNJEL( 8. WASHING- WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO RIGHT-OF-WAY. WHEN WASHING |3 REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING n[Y|C[. 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. 10, STABILIZED CONSTRUCTION ENTRANCE MUST BE INSTALLED BEFORE BEGINNING CONSTRUCTION. STABILIZED OONSTRUC71ON ENTRANCE ^ . ^ ~ �� ~�\�|� � te- MIRAFI 140N FK] px8mC OR [QVxmL[wT ,,' n`� � '~ '~ ^~ '~ AVG, DEPTH OR SIZE AS SHOWN ON / ' SECTION A-A. 1. MTN 2 PICKETS, OR 2"x2" STAKES 5' MINIMUM WIDTH UNLESS OTHERWISE SPECIFIED BY ENGINEER FRONT VIE CONCRETE PAN STORM ELEVATION { *____� PLAN. 9-INCH DIAMETER EROSION WADDLES SCREENED ROCK 9-INCH DIAMETER EROSION WADDLES CONSTRUCTION $PECommus 1. CHECK omWG SHALL BE PLACED IN ALL DRAINAGE PATHWAYS AFFECTED BY CONSTRUCTION, INCLUDING DRAINAGE WAYS MADE TEMPORARILY DURING CONSTRUCTION. 2. WADDLES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO STAKES OR RE-BARS DRIVEN THROUGH THE BALE. J. INSPECTION SHALL BE FREQUENT AND B[Px|R REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED BY THE CONTRACTOR. 4, CHECK DAMS SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULNESS S0 AS NOT TO BLOCK OR IMPEDE GnDRw FLOW DR DRAINAGE. ROCK CHECK DAMS oil ~7 ' ~ � INE pl, _ FLOWLINE _ OF STREAM PINE ANGLE FIRST STAKE TOWARD I - 0 1 STRAW BALE DIKE FLOW VAO FLOW . . BOUND BALES PLACED ON Z, CONTOUR --~--4' VERTICAL FACE PICKETS, 2"x2" STAKES 1 1/2' TO 2' IN GROUND, DRIVE STAKES BEDDING DETAIL _~__- WITH SALES. CONaTRUCTIQN SPECIFICATION ANCHORING DETAI ^ 1. SALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ON THE CONTOUR AND IN x nV* WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES, -' EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF (4) INCHES, AND PLACED SO THE BINDINGS ARE HORIZONTAL. 3. BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO STAKES OR RE-BARS DRIVEN THROUGH THE BALE, THE FIRST STAKE IN EACH SALE SHALL BE DRIVEN TOWARD THE PREVIOUSLY LAID BALE AT AN ANGLE TO FORCE THE BALES TOGETHER STAKES SHALL BE DRIVEN FLUSH WITH THE BALE, 4. INSPECTION SHALL BE FREQUENT AND REPAIR REPLACEMENT SHALL BE MADE ,Rvmr/L, AS NEEDED BY THE CONTRACTOR. 5. BALES SHALL BE REMOVED WHEN TnB0 USEFULNESS SO AS NOT TO BLOCK On |wpEns nTonw FLOW on uumwxGc. STANDARD SYMBOL MAW BALE DIKE Irewo POST (2~ X 2" NOMINAL) SILT FENCE FABRIC ANCHORED IN TRENCH AND FIRMLY ATTACHED TO POST SILT FABRIC 6" x 6" 24 TRENCH STAPLED TO A POSTS BACKFILL SILT FENCE ~ . FA--_ v � =`^"°"E" ,. IN Tnswcn 8 AND ATTACHED ' TRENCH FIRMLY TO POST ' -'��;�� 6 ^ v G" CONSTRUCTION NQTES SILT FENC '. = . 1. POSTS: STEEL EITHER T OR V TYPE OR 2" HARDWOOD PREFABRICATED UNIT. GE0FA8. ENVIROF[NCE OR 2. MAINTENANCE Smw1 BE PERFORMED AS NEEDED AND APPROVED EQUAL w*JEMmL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE 3. SILT FENCE MUST BE |wSn^u-ED BEFORE BEGINNING CONSTRUCTION. SILT FENCE ' � � sp sp sp sr / / EXISTING PAVEMENT PAVEMENT ILTER F 12" MIN. EARTH FABRIC MOUNTABLE BERM ZVOONG PROFILE (OPTIONAL) GROUND t STONE SIZE- USE 2° CRUSHED SCREENED ROCK. 2. LENGTH- AS REQUIRED BUT NOT LESS THAN 50 FEET 3. THICKNESS- NOT LESS THAN SIX (6) INCHES 4. WIDTH- TEN (10) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. 5. FILTER CLOTH- WILL BE PLACED OVER THE ENTIRE AREA PRIOR To PLACING OF STONE 6. SURFACE WATER- ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL RE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, » MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED 7. MAINTENANCE- THE ENTRANCE SHALL BE MAINTAINED IN 4 CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR CLEAN OUT 0FANY wE*GVeES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHT-OF-WAY mU5J BE REMOVED \M[DNJEL( 8. WASHING- WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO RIGHT-OF-WAY. WHEN WASHING |3 REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING n[Y|C[. 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. 10, STABILIZED CONSTRUCTION ENTRANCE MUST BE INSTALLED BEFORE BEGINNING CONSTRUCTION. STABILIZED OONSTRUC71ON ENTRANCE ^ . ^ ~ �� ~�\�|� � te- MIRAFI 140N FK] px8mC OR [QVxmL[wT ,,' n`� � '~ '~ ^~ '~ AVG, DEPTH OR SIZE AS SHOWN ON / ' SECTION A-A. 1. MTN 2 PICKETS, OR 2"x2" STAKES 5' MINIMUM WIDTH UNLESS OTHERWISE SPECIFIED BY ENGINEER FRONT VIE CONCRETE PAN STORM ELEVATION { *____� PLAN. 9-INCH DIAMETER EROSION WADDLES SCREENED ROCK 9-INCH DIAMETER EROSION WADDLES CONSTRUCTION $PECommus 1. CHECK omWG SHALL BE PLACED IN ALL DRAINAGE PATHWAYS AFFECTED BY CONSTRUCTION, INCLUDING DRAINAGE WAYS MADE TEMPORARILY DURING CONSTRUCTION. 2. WADDLES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO STAKES OR RE-BARS DRIVEN THROUGH THE BALE. J. INSPECTION SHALL BE FREQUENT AND B[Px|R REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED BY THE CONTRACTOR. 4, CHECK DAMS SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULNESS S0 AS NOT TO BLOCK OR IMPEDE GnDRw FLOW DR DRAINAGE. ROCK CHECK DAMS oil ~7 ' ~ � INE pl, _ FLOWLINE _ OF STREAM PINE I w Lx7 w a a- a_ w 0 W� C7 BEW =22.0 /5/ x 26,5 ) 22,00 ,-Grout in Place Boulders 4.0' Both Sides of Proposed Pipe 0 1.0' Nominal Rock Size Proposed Rip -rop Spillway Section, Grouted in Place 110 Square Feet. TYpicai Pipe Beddin � .. � g, See Detail. 4.0' Nominoi Boulder Size Grouted 4' Wide Rock Apron FLOWLINE SECTION 6.0' Maximum Wall Height (See Typical Wail Detail) Grout Place ---' Boulders All Around Pipe & 4.0' on Bath Sides of 1Proposed Pipe proposed Spillway 7915.50" 30" Did. l HOPE �} nv -12.5 Pr sod Fini h Grade, See ns \ 4.0' Nominal -'' `a - I . - ✓ T2.0, Bauider Siza Bose Grouted 4' Wide Rock Apron Key In With 18" Nominal Rock Size. INLET STRUCTURE SECTION N.T.S. STORM DRAINAGE CULVERT INLET STRUCTURE 24" DIA. CAST IRON FRAME AND LID, LiD TYPE AND LOCATION SHOWN ON PLAN VIEW ADJUST TO REQUIRED GRADE WITH A MAXIMUM OF SIX -2" THICK REINFORCED CONC. GRADE RINGS SET IN NON - SHRINK GROUT d . PRECAST CONCRETE TOP SECTION COMPACTED SUBGRADE L6-J STORM MANHOLE (4) PRECAST REINFORCED CONCRETE MANHOLE BARREL PER ASTM -C478 WITH STEPS TONGUE & GROOVE BUTYL RUBBER GASKET TO BE USED ON ALL JOINTS PRECAST CONCRETE BASE SECTION PIPE OPENING TO BE CAST AS REQ'0 SEAL PiPE TO MH W/ NON - SHRINK GROUT INVERTS VARY, SEE PLAN VARIES SEE PLAN PI PE SIZE , 3/4" DIA, CRUSHED STONE 1. All storm drains and culverts shall be constructed in accordance with the Manufacturers Technical Specifications. 2. Types of structures refer to the Colorado Deportment of Transportation M & S Standards, CDOT Specifications, or ore 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 oil utilities prior to commencement of any construction. 4. All droin 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 slobs and pipe bedding. 8. Contractor to provide Culvert Outlet Protection (see detail) at storm drain and culvert outfolis 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 slob 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 0443 (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. ♦• �• INV •' • 3/4" ROCK SCREENED UNDISTURBED SON. PIPE SUBGRADE, STABILIZA MATERIAL IF REQUIRED 1,2$ x CULVERT OUTSIDE VIA, (MIN TRENCH BACKFILL - rz � .• ;•��:Tx ;�i 2 BZEDDING ONE 1/40.0., $" MIN SEE SPECIFICATIONS FOR COMPACTION REQUIREMENTS TRENCH BACKFILL BEDDING ZONE f SEE ABOVE IMENCH ZON ,• - .. 2 MAX. 1 3/4" WASHED ROCK MIRAFI 140N OR EQUIV, GEOFABRIC "" OR DOUBLE -SIDED MIRADRAIN 4" PERFORATED PVC f DRAIN TO DAYLIGHT 0 17* MIN, SLOPE 8.5:1 BATTER e` MAX. TYPICAL HEIGHT 4' BOULDERS - NOMINAL SIZE BURY 2' INTO NATURAL SOILS NOTE: THE CONTRACTOR IS TO INSTALL MIRAFI 140N FILTER FABRIC (OR EQUIVALENT) FOR FULL HEIGHT BEHIND BOULDERS FOR WALLS WITHOUT SUB - DRAINS. SEE PLANS. TYPICAL BOULDER RETAINING WALL SECTION 2 MAX. 1 0.50 BATTER TYPICAL a1.QQ 6' MAX. HEIGHT TYPE 'R GROUT 3/4" WASHED ROCK \ 4 BOULDERS . NOMINAL SIZE MIRAFI 140N OR EQUIV. GEOFABRIC OR DOUBLE -SIDED MIRADRAIN 4" PERFORATED PVC DRAIN TO DAYLIGHT 0 1% MIN. SLOPE NOTE: THE GROUTED IN PLACE BOULDER SECTIONS ARE TO BE SET WITH TYPE 'A' GROUT (CONTRACTOR TO SUBMIT A MIX DESIGN TO THE ENGINEER FOR APPROVAL) TO A MINIMUM WIDTH OF 24" AND APPROXIMATELY 2" BACK FROM THE PROPOSED FINISH FACE OF WALL. ALL FINISH FACE JOINTS ARE TO BE CLEANED FOLLOWING PLACEMENT OF BOULDERS. BURY 2' INTO NATURAL SOILS GROUTED BOULDER INLET STRUCTURE SECTION TOWN OF VAIL CONSTRUCTION GENERAL NOTES 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 Voil 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 Deportment 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 Voil will hove 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 shot( meet or exceed the standards and specifications set forth in the Town of Voil 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 sholl 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 erro r s a n d 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. Ail 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 ore approximate when shown on the drawings, it shot[ 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 ore 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 ore to be performed at least 72 hours prior to any construction activity. The Contractor shoes ensure that work preformed in the proximity of utilities sholl be according to the requirements of these agencies. The contractor shall notify the Owners Representative of any existing utilities which may interfere with the proposed work prior to any construction, The Contractor sholl repair all existing utilities to remain which are damaged during construction at no additional cost to the Owner. 11. The Contractor shall coordinate and cooperate with the Town of Vail, and oil utility companies involved, assuring that the work is accomplished in a timely fashion and with a minimum disruption of service. The Contractor shod be responsible for contacting in advance, all parties affected by any disruption of any utility service as well as the appropriate utility companies. 12. A State Construction De- wotering 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. 13. The Contractor shall submit for approval and comply with all terms and conditions of; The Colorado Permit for Storm Water Discharge (Contact the Colorado Deportment of Health, Water Quality Control Division, at (303) 692 -3590) or the Town of Vail Storm Water Discharge Permit (Contact the Town of Vail at 970 -479 -2333) which ever is deemed necessary and also the Storm Water Management Plan, and the Erosion Control Plan. 14, The Contractor shall provide and maintain approved erasion 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, 15. The Town of Voll shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of on site drainage facilities sholl be the responsibility of the Owner. 16. The Town of Voil 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. 17. 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 on appropriate mechanical method (i.e, machine broom sweep, light duty front -end loader, etc.) or as approved by the Town of Vail Construction Inspector. 18. The Contractor sholl notify the Town of Vail Construction Inspector (970 - 479 -2198) 72 hours prior to the start of any construction. If work is suspended for any period of time after initial start -up, the Contractor shall notify the Town of Vail of reason for suspension and estimated time of suspension. The Contractor sholl notify the Town of Vail 72 hours prior to restart of construction. 19. The Contractor shall notify the Town of Vail Environmental Health inspector (970 -479 -2333) at least 2 working days prior to the start of any earth disturbing activity, or construction on any and all public improvements. 20, The Owner shall be responsible for obtaining and submitting to the Town of Vail Construction Inspector material tests in accordance with the applicable standards and specifications for oil work within the Public Right of Way. If the final soils /pavement design report does not correspond with the results of the original Geotechnical Report, the Owner shall be responsible for a re- design of the subject pavement section, All final soils /povement design reports shall be prepared by a licensed Professional Engineer, The final report shall be submitted to the Town of Voil Construction Inspector prior to placement of base and asphalt. 21. 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 su- grade /bose section exhibiting excessive pumping or deformation as determined by the Construction Inspector sholl be reworked, replaced or modified to form a non - yielding surface. The Town of Vail Construction Inspector shall be notified 24 hours prior to o � "proof roll ". REVEGETATE AREA OF REFER TO GRADING PLAN DISTURBANCE FOR CHANNEL SLOPE WITH NATURAL SEED MIX WIDTH PER PLAN q =PER PLAN \� I�lll_IIII � �III�IITI �IIII RIPRAP d50 =18" THICKNESS, T =d5O SIDE SLOPES PER PLAN .II III III II�- INSTALL TYPE A GROUT. I I r KEEP TOP 1/3 OF RIPRAP LAYER UN- GROUTED AND CLEAN, PLACE GROUTED BOULDERS DIRECTLY ON SUB -BASE W /OUT GRANULAR BEDDING EROSION CONTROL PAD OVERLAP FASTENING BAND GROUND LINE - 1IN --°° MIN DELINEATOR POST COMPACTED 12" MIN. EMBANKMENT OUTLET (SALVAGE AND 2' PiPE as c °a a a ` REPLACE SOD TO 4 FILTER MATERIAL v a °q v a °a°� EMSTING CONDITION GALVANIZED 12 CAGE (CLASS A) ad a a aa°a a OR BETTER) MINIMUM, WIRE MESH, > v°aa °o as va I+-- 2' ----►i 1/2" x 1/2" OPENINGS, p va q q 2.5' MIN., TYPICAL 4" PERFORATED PiPE ENO, ao a a PLAN RIGID, SDR 35 PVC °a a4 a a a a UNDERDRAIN PIPE d a a a a,q a s SEE PLANS FOR a a INVERT ELEVATIONS c a as a ° a a ANIMA o a ° a s AX. GUARD PIPE GEOTEXTI.E (DRAINAGE) (CLASS B) 18" MIN, 9 IN. GROUTED RiPRAP, OR fi IN, CONCRETE PRECAST, OR CLASS B CONCRETE CAST -IN- PLACE, PIPE U N D E R D RAI N 6" OR ANY OTHER APPROVED TREATMENTS. PROFILE OUTLET PIPE QEN ERAL NOTE END TR ATMENT 1. THE LOCATION AND GRADE OF SUBSURFACE DRAINS AND OUTLET PIPES WiLL BE AS SHOWN ON THE PLANS OR AS DIRECTED. 2. WHERE THE UNDERDRAIN PIPE OUTLETS ONTO A SLOPE OR DITCH, THE OUTLET PIPE END SHALL BE MARKED WITH A DELINEATOR POST, AND HAVE AN ANIMAL GUARD AND AN EROSION CONTROL PAD. 3. THE GEOCOMPOSITE SHAD. BE SECURED TO THE WALL OR TO THE TRENCH SIDE TO PREVENT MOVEMENT DURING BACKFiLUNG. 4, FILTER MATERIAL SHALL BE TAMPED WiTH A LIGHT VIBRATORY TAMPER PRIOR TO OVERLAPPING THE GEOTEXTiLE FABRIC. 5. FILTER MATERIAL (CLASS A) SHALL BE 3/4" WASHED ROCK PER COOT 6, GEOTEXTIL.E (DRAINAGE) (CLASS 8) SHALL BE PER CDOT SPECIFICATION (MIRAFI 140N FILTER FABRIC OR EQUIVALENT) DRAINAGE SWALE SUB -DRAIN 22. The Contractor shall furnish electronic and hard copy reproducible As -Built Record Drawings showing horizontal locations and vertical locotions and elevations of constructed improvements including all utilities, and drainage appurtenances prior to acceptance of the project. 23, The Contractor sholl video comero (TV) all installed public storm sewer pipes prior to final paving and /or other final surface treatment completion. A copy of the video toping shall be provided to the Town of Voil for review, approval and record keeping. 24. 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. 25. The Contractor sholl submit and have approved a Construction Traffic Control Plan, in accordance with the Manual of Uniform Traffic Control Devices (MUTCD), to the Town of Voil Construction Inspector, prior to any construction activities within, or affecting, the Right of Way, The Contractor sholl be responsible for providing any and all traffic control devices as may be required by the construction activities, 26. The Contractor shall submit to the Town of Vail Construction inspector and gain approval for a construction staging pion, schedule and phasing plan prior to the start of construction, 27. 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 shelf be removed immediately by the Contractor. The Contractor shot[ 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 domoge due to construction at no additional costs to Owner, The Contractor shall remove oil 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. 28. Dimensions for layout and construction ore not to be scaled from any drawing, if pertinent dimensions ore not shown, contact the Designer for clarification, and annotate the dimensions on the os -built record drawings, 29. 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 and a copy of any permits and extension agreements needed for the job. 30. If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications, the Contractor shelf contact the Owner, the Design Engineer and the Town of Vail Construction Inspector immediately. 31. The Designer sholl 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. 32. The Contractor sholl locate, protect, and maintain benchmarks, monuments, control points and project engineering reference points. The Contractor shall re- estoblish disturbed or destroyed items at the Contractor's expense. 31 The Contractor shall be responsible for the replacement of any existing materials that ore damaged during construction within the limits of construction or in the vicinity of the limits of construction, at no additional cost to the Owner. 34. When on 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. 35. 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. 36, Standard Handicap romps are to be constructed at all curb returns as identified on these plans. The construction of these handicap romps sholl be in accordance to ADA current standards. 37. After acceptance by the town of Voil, public improvements depleted 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. 38. The Contractor shall be solely and completely responsible for the conditions an and adjacent to the job site, including safety of persons and property during performance of the work. The Contractor shall provide lights, signs, barricades, flog 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. 39. 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 sholl assume full responsibility for ail necessary revisions and repairs due to failure to give such notification at no additional cost to the Owner. 40. 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 sholl be maintained by the Contractor for the entire duration of the construction project. The Contractor sholl be responsible for the maintenance of all drainage within the construction site and offsite drainage which is directly affected by construction, 41, 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 ore removed. 42. The Contractor shall be responsible for maintaining the operation of existing Town irrigation lines within the project limits unless otherwise approved by the Town of Vail. 43. 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 VoR 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 Voil Standard Specifications. 44. The Contractor shall maintain access to Fire Deportment hydrants and connections and they shall be maintained throughout construction unless otherwise approved by the Town of Vail Fire Department. ME • • • • I i PLAN VIEW Top of Inlet Structure Elevation = 7915.50' NOTE: Proposed 30" The proposed boulder inlet structure is to have the HOPE PIPE boulders routed in lace a minimum of 4' 9 P from the Inv= 7912'5 137.89 L.F., 5.66% proposed storm pipe. Connect proposed wall rain to proposed 30" The contractor is to submit a mix design for the HOPE pipe grout to the Engineer for approval prior to wall and spillway construction. ALSO SEE DETAIL. Proposed spillway ction Grouted TOW =19.5 S.F. Proposed 4" perforated wall TOW =20.0 BEW =15.5 (1 2" " Rock) x 17.0 (1 drain connected to proposed 30" HOPE pipe BEW =14.0 0 01,0' minimum slope TOW -22.0 BEW -18.0 o TOW =23.5 T =18. " 16.5 x x 18.18 BEW =210 0 Ew f2., / 77..BOY � Proposed Grouted in Place Boulders and Pipe and f 4' on Both Sides, =20.0 © I ALSO SEE DETAIL .STOW 16.3 BEW -14.0 10.5% / / TOW =22.0 Install MIRAFI 140N BEW =i6,Q 4.552% Filter Fabric (or Eq.) ehind the proposed boulder deflection wall for full height. 17.43 TOW =24.0 10.77. BEW =18.Q f a 0 1}, a- x 17.66 17. 3 TOW =26.0 2,0;1 BEW =20.0 17.8,1 X tv .00 .23P. 17.2'34 -. I w Lx7 w a a- a_ w 0 W� C7 BEW =22.0 /5/ x 26,5 ) 22,00 ,-Grout in Place Boulders 4.0' Both Sides of Proposed Pipe 0 1.0' Nominal Rock Size Proposed Rip -rop Spillway Section, Grouted in Place 110 Square Feet. TYpicai Pipe Beddin � .. � g, See Detail. 4.0' Nominoi Boulder Size Grouted 4' Wide Rock Apron FLOWLINE SECTION 6.0' Maximum Wall Height (See Typical Wail Detail) Grout Place ---' Boulders All Around Pipe & 4.0' on Bath Sides of 1Proposed Pipe proposed Spillway 7915.50" 30" Did. l HOPE �} nv -12.5 Pr sod Fini h Grade, See ns \ 4.0' Nominal -'' `a - I . - ✓ T2.0, Bauider Siza Bose Grouted 4' Wide Rock Apron Key In With 18" Nominal Rock Size. INLET STRUCTURE SECTION N.T.S. STORM DRAINAGE CULVERT INLET STRUCTURE 24" DIA. CAST IRON FRAME AND LID, LiD TYPE AND LOCATION SHOWN ON PLAN VIEW ADJUST TO REQUIRED GRADE WITH A MAXIMUM OF SIX -2" THICK REINFORCED CONC. GRADE RINGS SET IN NON - SHRINK GROUT d . PRECAST CONCRETE TOP SECTION COMPACTED SUBGRADE L6-J STORM MANHOLE (4) PRECAST REINFORCED CONCRETE MANHOLE BARREL PER ASTM -C478 WITH STEPS TONGUE & GROOVE BUTYL RUBBER GASKET TO BE USED ON ALL JOINTS PRECAST CONCRETE BASE SECTION PIPE OPENING TO BE CAST AS REQ'0 SEAL PiPE TO MH W/ NON - SHRINK GROUT INVERTS VARY, SEE PLAN VARIES SEE PLAN PI PE SIZE , 3/4" DIA, CRUSHED STONE 1. All storm drains and culverts shall be constructed in accordance with the Manufacturers Technical Specifications. 2. Types of structures refer to the Colorado Deportment of Transportation M & S Standards, CDOT Specifications, or ore 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 oil utilities prior to commencement of any construction. 4. All droin 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 slobs and pipe bedding. 8. Contractor to provide Culvert Outlet Protection (see detail) at storm drain and culvert outfolis 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 slob 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 0443 (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. ♦• �• INV •' • 3/4" ROCK SCREENED UNDISTURBED SON. PIPE SUBGRADE, STABILIZA MATERIAL IF REQUIRED 1,2$ x CULVERT OUTSIDE VIA, (MIN TRENCH BACKFILL - rz � .• ;•��:Tx ;�i 2 BZEDDING ONE 1/40.0., $" MIN SEE SPECIFICATIONS FOR COMPACTION REQUIREMENTS TRENCH BACKFILL BEDDING ZONE f SEE ABOVE IMENCH ZON ,• - .. 2 MAX. 1 3/4" WASHED ROCK MIRAFI 140N OR EQUIV, GEOFABRIC "" OR DOUBLE -SIDED MIRADRAIN 4" PERFORATED PVC f DRAIN TO DAYLIGHT 0 17* MIN, SLOPE 8.5:1 BATTER e` MAX. TYPICAL HEIGHT 4' BOULDERS - NOMINAL SIZE BURY 2' INTO NATURAL SOILS NOTE: THE CONTRACTOR IS TO INSTALL MIRAFI 140N FILTER FABRIC (OR EQUIVALENT) FOR FULL HEIGHT BEHIND BOULDERS FOR WALLS WITHOUT SUB - DRAINS. SEE PLANS. TYPICAL BOULDER RETAINING WALL SECTION 2 MAX. 1 0.50 BATTER TYPICAL a1.QQ 6' MAX. HEIGHT TYPE 'R GROUT 3/4" WASHED ROCK \ 4 BOULDERS . NOMINAL SIZE MIRAFI 140N OR EQUIV. GEOFABRIC OR DOUBLE -SIDED MIRADRAIN 4" PERFORATED PVC DRAIN TO DAYLIGHT 0 1% MIN. SLOPE NOTE: THE GROUTED IN PLACE BOULDER SECTIONS ARE TO BE SET WITH TYPE 'A' GROUT (CONTRACTOR TO SUBMIT A MIX DESIGN TO THE ENGINEER FOR APPROVAL) TO A MINIMUM WIDTH OF 24" AND APPROXIMATELY 2" BACK FROM THE PROPOSED FINISH FACE OF WALL. ALL FINISH FACE JOINTS ARE TO BE CLEANED FOLLOWING PLACEMENT OF BOULDERS. BURY 2' INTO NATURAL SOILS GROUTED BOULDER INLET STRUCTURE SECTION TOWN OF VAIL CONSTRUCTION GENERAL NOTES 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 Voil 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 Deportment 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 Voil will hove 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 shot( meet or exceed the standards and specifications set forth in the Town of Voil 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 sholl 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 erro r s a n d 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. Ail 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 ore approximate when shown on the drawings, it shot[ 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 ore 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 ore to be performed at least 72 hours prior to any construction activity. The Contractor shoes ensure that work preformed in the proximity of utilities sholl be according to the requirements of these agencies. The contractor shall notify the Owners Representative of any existing utilities which may interfere with the proposed work prior to any construction, The Contractor sholl repair all existing utilities to remain which are damaged during construction at no additional cost to the Owner. 11. The Contractor shall coordinate and cooperate with the Town of Vail, and oil utility companies involved, assuring that the work is accomplished in a timely fashion and with a minimum disruption of service. The Contractor shod be responsible for contacting in advance, all parties affected by any disruption of any utility service as well as the appropriate utility companies. 12. A State Construction De- wotering 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. 13. The Contractor shall submit for approval and comply with all terms and conditions of; The Colorado Permit for Storm Water Discharge (Contact the Colorado Deportment of Health, Water Quality Control Division, at (303) 692 -3590) or the Town of Vail Storm Water Discharge Permit (Contact the Town of Vail at 970 -479 -2333) which ever is deemed necessary and also the Storm Water Management Plan, and the Erosion Control Plan. 14, The Contractor shall provide and maintain approved erasion 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, 15. The Town of Voll shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of on site drainage facilities sholl be the responsibility of the Owner. 16. The Town of Voil 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. 17. 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 on appropriate mechanical method (i.e, machine broom sweep, light duty front -end loader, etc.) or as approved by the Town of Vail Construction Inspector. 18. The Contractor sholl notify the Town of Vail Construction Inspector (970 - 479 -2198) 72 hours prior to the start of any construction. If work is suspended for any period of time after initial start -up, the Contractor shall notify the Town of Vail of reason for suspension and estimated time of suspension. The Contractor sholl notify the Town of Vail 72 hours prior to restart of construction. 19. The Contractor shall notify the Town of Vail Environmental Health inspector (970 -479 -2333) at least 2 working days prior to the start of any earth disturbing activity, or construction on any and all public improvements. 20, The Owner shall be responsible for obtaining and submitting to the Town of Vail Construction Inspector material tests in accordance with the applicable standards and specifications for oil work within the Public Right of Way. If the final soils /pavement design report does not correspond with the results of the original Geotechnical Report, the Owner shall be responsible for a re- design of the subject pavement section, All final soils /povement design reports shall be prepared by a licensed Professional Engineer, The final report shall be submitted to the Town of Voil Construction Inspector prior to placement of base and asphalt. 21. 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 su- grade /bose section exhibiting excessive pumping or deformation as determined by the Construction Inspector sholl be reworked, replaced or modified to form a non - yielding surface. The Town of Vail Construction Inspector shall be notified 24 hours prior to o � "proof roll ". REVEGETATE AREA OF REFER TO GRADING PLAN DISTURBANCE FOR CHANNEL SLOPE WITH NATURAL SEED MIX WIDTH PER PLAN q =PER PLAN \� I�lll_IIII � �III�IITI �IIII RIPRAP d50 =18" THICKNESS, T =d5O SIDE SLOPES PER PLAN .II III III II�- INSTALL TYPE A GROUT. I I r KEEP TOP 1/3 OF RIPRAP LAYER UN- GROUTED AND CLEAN, PLACE GROUTED BOULDERS DIRECTLY ON SUB -BASE W /OUT GRANULAR BEDDING EROSION CONTROL PAD OVERLAP FASTENING BAND GROUND LINE - 1IN --°° MIN DELINEATOR POST COMPACTED 12" MIN. EMBANKMENT OUTLET (SALVAGE AND 2' PiPE as c °a a a ` REPLACE SOD TO 4 FILTER MATERIAL v a °q v a °a°� EMSTING CONDITION GALVANIZED 12 CAGE (CLASS A) ad a a aa°a a OR BETTER) MINIMUM, WIRE MESH, > v°aa °o as va I+-- 2' ----►i 1/2" x 1/2" OPENINGS, p va q q 2.5' MIN., TYPICAL 4" PERFORATED PiPE ENO, ao a a PLAN RIGID, SDR 35 PVC °a a4 a a a a UNDERDRAIN PIPE d a a a a,q a s SEE PLANS FOR a a INVERT ELEVATIONS c a as a ° a a ANIMA o a ° a s AX. GUARD PIPE GEOTEXTI.E (DRAINAGE) (CLASS B) 18" MIN, 9 IN. GROUTED RiPRAP, OR fi IN, CONCRETE PRECAST, OR CLASS B CONCRETE CAST -IN- PLACE, PIPE U N D E R D RAI N 6" OR ANY OTHER APPROVED TREATMENTS. PROFILE OUTLET PIPE QEN ERAL NOTE END TR ATMENT 1. THE LOCATION AND GRADE OF SUBSURFACE DRAINS AND OUTLET PIPES WiLL BE AS SHOWN ON THE PLANS OR AS DIRECTED. 2. WHERE THE UNDERDRAIN PIPE OUTLETS ONTO A SLOPE OR DITCH, THE OUTLET PIPE END SHALL BE MARKED WITH A DELINEATOR POST, AND HAVE AN ANIMAL GUARD AND AN EROSION CONTROL PAD. 3. THE GEOCOMPOSITE SHAD. BE SECURED TO THE WALL OR TO THE TRENCH SIDE TO PREVENT MOVEMENT DURING BACKFiLUNG. 4, FILTER MATERIAL SHALL BE TAMPED WiTH A LIGHT VIBRATORY TAMPER PRIOR TO OVERLAPPING THE GEOTEXTiLE FABRIC. 5. FILTER MATERIAL (CLASS A) SHALL BE 3/4" WASHED ROCK PER COOT 6, GEOTEXTIL.E (DRAINAGE) (CLASS 8) SHALL BE PER CDOT SPECIFICATION (MIRAFI 140N FILTER FABRIC OR EQUIVALENT) DRAINAGE SWALE SUB -DRAIN 22. The Contractor shall furnish electronic and hard copy reproducible As -Built Record Drawings showing horizontal locations and vertical locotions and elevations of constructed improvements including all utilities, and drainage appurtenances prior to acceptance of the project. 23, The Contractor sholl video comero (TV) all installed public storm sewer pipes prior to final paving and /or other final surface treatment completion. A copy of the video toping shall be provided to the Town of Voil for review, approval and record keeping. 24. 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. 25. The Contractor sholl submit and have approved a Construction Traffic Control Plan, in accordance with the Manual of Uniform Traffic Control Devices (MUTCD), to the Town of Voil Construction Inspector, prior to any construction activities within, or affecting, the Right of Way, The Contractor sholl be responsible for providing any and all traffic control devices as may be required by the construction activities, 26. The Contractor shall submit to the Town of Vail Construction inspector and gain approval for a construction staging pion, schedule and phasing plan prior to the start of construction, 27. 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 shelf be removed immediately by the Contractor. The Contractor shot[ 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 domoge due to construction at no additional costs to Owner, The Contractor shall remove oil 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. 28. Dimensions for layout and construction ore not to be scaled from any drawing, if pertinent dimensions ore not shown, contact the Designer for clarification, and annotate the dimensions on the os -built record drawings, 29. 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 and a copy of any permits and extension agreements needed for the job. 30. If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications, the Contractor shelf contact the Owner, the Design Engineer and the Town of Vail Construction Inspector immediately. 31. The Designer sholl 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. 32. The Contractor sholl locate, protect, and maintain benchmarks, monuments, control points and project engineering reference points. The Contractor shall re- estoblish disturbed or destroyed items at the Contractor's expense. 31 The Contractor shall be responsible for the replacement of any existing materials that ore damaged during construction within the limits of construction or in the vicinity of the limits of construction, at no additional cost to the Owner. 34. When on 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. 35. 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. 36, Standard Handicap romps are to be constructed at all curb returns as identified on these plans. The construction of these handicap romps sholl be in accordance to ADA current standards. 37. After acceptance by the town of Voil, public improvements depleted 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. 38. The Contractor shall be solely and completely responsible for the conditions an and adjacent to the job site, including safety of persons and property during performance of the work. The Contractor shall provide lights, signs, barricades, flog 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. 39. 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 sholl assume full responsibility for ail necessary revisions and repairs due to failure to give such notification at no additional cost to the Owner. 40. 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 sholl be maintained by the Contractor for the entire duration of the construction project. The Contractor sholl be responsible for the maintenance of all drainage within the construction site and offsite drainage which is directly affected by construction, 41, 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 ore removed. 42. The Contractor shall be responsible for maintaining the operation of existing Town irrigation lines within the project limits unless otherwise approved by the Town of Vail. 43. 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 VoR 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 Voil Standard Specifications. 44. The Contractor shall maintain access to Fire Deportment hydrants and connections and they shall be maintained throughout construction unless otherwise approved by the Town of Vail Fire Department. ME • • • • I i THREADED PLUC AND CAP T I k COMPACT yt SO SPE SPECFiCATIKXN5 4" PVC COMPACTED 3t4' SCREENED RWC.,,� (OR �5 SEND ELBOWS $ELL TYPE PLUG, ,/WHERE REOVIRED FLOW WITH 45' EtB01F BELL FITTNOS} NARKING TAPE 70 BE PLACED ~'"�T:ETNCN BACK FEL -..,y 24' ABOVE LDP ALL BEDDING MATERIAL MUST BE COMPACTED TO DISTRICT STANDARDS $EDOLNC IA•�N`.. :it •. Y N MATERIAL ,:�A�,.�.•, / COPPER i ^'b'ii'�'• '. -.. SERVICE " ". =' "a \k BEDDING LINE R p,;• ZONE UNDISTURBED SOT. 3:0: PPE SUB GRADE APPROVED CURB eox£s SERVICE BEDDING 6' STEEL FENCE POST - FOR CURBSTOPS LAP TO i "1 PANT TOP i' Or POST BLUE NUELLER H10314 WITH 89982 UO WITH I' SHAFT OR PROPERTY LINE OR M.DONALD 0601 WIN 56011. LIO EDGE OF EASEMENT ------------------ ,,ii•• FOR MUELLER LARGER THAN 1b MUELLER HIDlTR VS711 $902 LD WITH 1' SHAFT AND TYLER 6580 SERIES ENLARGED BASE { 144608 OR McDOHNAD @403 WITH 5601L LID 4' H8'MIN 11 2' COPPER 2 •1 1 TRACER I t MARKING TAPE TO Y- #}'..COVER FOR V BE PLACED 24' WATER MAWS ABOVE TOP OF PPE OR ANY 7' TO FINISHED GRADE 7' TO FINISHED GRADE PROTRUSION FOR OURS STOPS FOR SERVICE LINES TAPE CO NT14UCS TO • ' • ; BUILDING ABOVE CURB 670P ` ' }DISTRICT APPROVED * SERVICE UNE COMPACTED BEDOMO CORPORATION 10 GAUGE INSULATED STOP PLACE 3M LOCATING DISK 4' TO COPPER +�. FINISHED GRADE TAP ABOVE SPRINO LIKE '\� .r.. ".:i • `• 7� OL Or WATER MAIN IH1 qy (10-2 O'CLOCK POSITION) •••- UNDIST JRBEO 5OI. 10 GAUP NSULATED COPPER TRACER PARE TO BE �� RUN CONnNWUSLY f "/ \/7 \/ TO NCTER WITHIN STRUCTURE FROM \ \ \ \ \ \ \ ELEVATION \ )ARE LINE TRACER MFRAI NOTES TAGLT RhER WI A 1. CURB STOP TO BE LOCATED AT THE PROPERTY UNE OR AT THE SANTA1gii WIMMCT EDGE OF EASEMENT - WHICHEVER IS OLOSER TO THE MAIN. 2. SERVICE LINE CORP. STOP TO BE TAPPED AT SPRING LINE WATER SERVICE OF WATER MAN, 3, CURB STOP AND RISER ARE TO BE INSTALLED PLUMB AND LEVEL, STUB OUT AND VALVE SHAFT EXTENSION SHALL BE INCLUDED AND CENTERED. scua NONE wTU 01 -01 -06 4. VALVE SHAFT SHALL BE EXTENDED TO WTHIN 16' OF LAST RLV15tDI 12-31-03 FINISH GRADE OR LID OF VALVE BOX WHICHEVER IS HIICHER. W -D APPROVED FOR YEAR 2006 Water Specifications 69 LESS IRAN 7' DEPTH F INSSW BURY 70010 TO TOP DETERMINED E OF PIPE LEESS MINIMUM SEPARATION CULVERTS. Sewer Specifications 50 PLAN VIEW r To 8'6" A / SE LIE / /KFILL rLOW -« TRENCH BAC OR SEPARTATION FROM CULVERTS REOKNREO ON THE OPERATING NUT. THE --- -•- SPRING LINE 22 -1/1' LONG FACTORY YO'E E) d.it - INSTALLATION OF OR 455 BEND PPE. � $TIN OUT APPLICATIONS (NO CLEAN CUT) \ �.,,_... SHALL. HAVE A 3M LOCATING DISK GRADE INSTALLED AT THE END OF STUBOU7. CENTER or WYE BRANCH - "1' •• TO BE PLACED N UPPER BY ENGINEER THIRD Or SEWER MAIN . .� PROPERTY I" x -m VIN. 6' STEEL FENCE PO5T- w\ PANT TOP V OF POST OREEN CC p -JOINT' STOP STOP OR EQUAL 6 TDO STELT. FENCE POST AT ENO W LINE TO 4 FEET ABOVE GROUND - PAINTED PREEN VALVE BOX 4 SECTIONAL VIEW VALVE BOX BOTTOM CL �.\ i► � U LOCATION TAPE TO BE PLACED 24` ABOVE PLACE SI LOCATINO ASK SERVICE UNE -SEE SPECIFTOATICNS APPROX. I FOOT ABOVE SERVICE PIPE OR ANY GRADE + 1/4 NCH PER FOOT MN. END BUT 00 NOT BURY AT PROTRUSION A DEPTH OF MORE THAN 4' ' MN. \ // ,,•� : Tea• ✓ X444.0 ,•K: .:.SIPS; /i \'\ OR P" �`'�` 30• 3D� SPRING LINE EAGtE RAER WATER A UMIATKN DISTRICT Tl A tNEaAL NOTE SEWER SERVICE f, MINIMUM SEPARATION BETWEEN CONNECTION TAPS SHALL BE 18 INCHES. NONE JOATe 01 -01 -06 \// uvls"M 01 -01 -06 ti S -09 CONST. REV -2006 LESS IRAN 7' DEPTH F INSSW BURY 70010 TO TOP DETERMINED E OF PIPE LEESS MINIMUM SEPARATION CULVERTS. Sewer Specifications 50 NO ZION E 6' MIN PPE SUB -GRADE I4 S"mim. EL.� _..,_ATIO �' jt GENERAL OTE_BNOTE$ 1. CONDITION OF LESS THAN MINIMUM BURY DEPTH ALLOWED ONLY WITH WRITTEN APPROVAL FROM THE DISTRICT PRIOR TO CONSTRUCTION. INSULATION SHALL BE INSTALLED ON ALL PIPE THAT DOES NOT MEET MINIMUM BURY REQUIREMENTS, 2. SEE SEWER AND WATER PIPE BEDDING DETAIL FOR BACKFILL MATERIAL AND COMPACTION SPECS. 3. INSULATION SHALL BE INSTALLED ON ALL PIPE THAT IS WITHIN TWO FEET OF ANY DRAINAGE CULVERT. THIS APPLIES TO THE BOTTOM OF THE PIPE IF iT CROSSES OVER TOP OF THE CULVERT. ' i 17 Water Specifications 87 Er" w *r ! ! W�`sr AL •P.n 19.00 I 111 .+ 3.00 11.00 / P feet Width 7.00 r Track : 6.00 ! Lack to Lock 'rime : 6.00 Steering Angle : 31.6 ! ! DISPERSE LARGE ROCKS IN THIS ZONE PROVIDED ROCKS DO NOT INTERFERE WITH BACK FIT. COMPACTION REQUIREMENTS BOULDERS GREATER THAN 1$ INCHES TO BE REMOVED FROM BACK FILL AND DISPOSED OF OFF SITE, NO ROCK A�LUDWW GREATER TWIN S INCHES 9£E SPECIFICATIONS FOR - _- COMPACTION REOUIRE ENTS ' WARVARIES / TRENCH BACK FU If \ 4 1 NoROCK ALLOWED ✓ fi eo GREATEA THAN 6 INCHES BEDORM ZONE SEE BELOW PPE SUB GRADE ' STABRiZAnoN \/ " :.•. MATERIAL IF REQUIRED LOCATION TAPE TO BE TRENCH. ZONES PLACED 24' ABOVE 10CATI IN TAPE TO BE PIPE OR O A PLACED 24` PIPE OR ANY PROTRUSION """-TRENCH BACK FILL �•(I D•R,d� r x a:tz.. z COMPACTED BEDDOI MATERIAL BEDDING ZONE UNDISTURBED SOIL PIPE SUB GRADES " 1 1A O.D., MIN. MIN," MIN, PiPE BEDDING ZONE EAGLE R14R WATER A UMUDON [X IdCT SEWER PIPE BEDDING wAm NONE DATE, 01 -01 -06 wmo* 12/31/01 $ -10 APPAWTC; CONST. -REV 2006 Sewer Specifications 01 WATER MAIN COVER DEPTH MARIONG TAPE TO BE r To 8'6" PLACED 24• ABOVE / INSULATED PORTION Of / /KFILL THE PPE TRENCH BAC OR SEPARTATION FROM CULVERTS REOKNREO ON THE OPERATING NUT. THE INSULATED PORTION OF THE EXTENSION MUST BE SECURED TO THE VALVE OPERAIM NUT. PPE. � WGe STYROFOAM INSULATION BOARD \ �`- TRENCH BACK GRADE THICKNESS REQUIRED ` TO BE DETERMINED NO ZION E 6' MIN PPE SUB -GRADE I4 S"mim. EL.� _..,_ATIO �' jt GENERAL OTE_BNOTE$ 1. CONDITION OF LESS THAN MINIMUM BURY DEPTH ALLOWED ONLY WITH WRITTEN APPROVAL FROM THE DISTRICT PRIOR TO CONSTRUCTION. INSULATION SHALL BE INSTALLED ON ALL PIPE THAT DOES NOT MEET MINIMUM BURY REQUIREMENTS, 2. SEE SEWER AND WATER PIPE BEDDING DETAIL FOR BACKFILL MATERIAL AND COMPACTION SPECS. 3. INSULATION SHALL BE INSTALLED ON ALL PIPE THAT IS WITHIN TWO FEET OF ANY DRAINAGE CULVERT. THIS APPLIES TO THE BOTTOM OF THE PIPE IF iT CROSSES OVER TOP OF THE CULVERT. ' i 17 Water Specifications 87 Er" w *r ! ! W�`sr AL •P.n 19.00 I 111 .+ 3.00 11.00 / P feet Width 7.00 r Track : 6.00 ! Lack to Lock 'rime : 6.00 Steering Angle : 31.6 ! ! DISPERSE LARGE ROCKS IN THIS ZONE PROVIDED ROCKS DO NOT INTERFERE WITH BACK FIT. COMPACTION REQUIREMENTS BOULDERS GREATER THAN 1$ INCHES TO BE REMOVED FROM BACK FILL AND DISPOSED OF OFF SITE, NO ROCK A�LUDWW GREATER TWIN S INCHES 9£E SPECIFICATIONS FOR - _- COMPACTION REOUIRE ENTS ' WARVARIES / TRENCH BACK FU If \ 4 1 NoROCK ALLOWED ✓ fi eo GREATEA THAN 6 INCHES BEDORM ZONE SEE BELOW PPE SUB GRADE ' STABRiZAnoN \/ " :.•. MATERIAL IF REQUIRED LOCATION TAPE TO BE TRENCH. ZONES PLACED 24' ABOVE 10CATI IN TAPE TO BE PIPE OR O A PLACED 24` PIPE OR ANY PROTRUSION """-TRENCH BACK FILL �•(I D•R,d� r x a:tz.. z COMPACTED BEDDOI MATERIAL BEDDING ZONE UNDISTURBED SOIL PIPE SUB GRADES " 1 1A O.D., MIN. MIN," MIN, PiPE BEDDING ZONE EAGLE R14R WATER A UMUDON [X IdCT SEWER PIPE BEDDING wAm NONE DATE, 01 -01 -06 wmo* 12/31/01 $ -10 APPAWTC; CONST. -REV 2006 Sewer Specifications 01 WATER MAIN COVER DEPTH MINIMUM EASEMENT WIDTH REQUIRED r To 8'6" 20' 8 "7" To 9'6" 25' EASEMENT WDTH SHALL BE MINIMUM 20' MARIONC TAPE TO K PLACED 24' ABOVE TOP OF PR'S OR M4f PR07RUSlOM MERAL NOTES i, PIPE SHALL BE CENTERED IN EASEMENT. GENERAL NOTES 1, CONDITION OF LESS THAN MINIMUM BURY DEPTH ALLOWED ONLY WITH WRITTEN AP►ROVAL FROM THE DISTRICT PRIOR TO CONSTRUCTION, NSULATION SHALL. BE INSTALLED ON ALL PPE THAT DOES NOT MEET MINIMUM BURY REQUIREMENTS 2. THE USE OF INSULATION MUST BE APPROVED BY THE DISTRICT PRIOR TO INSTALLATION, 3. SEE SEVER AND WATER PPE BEGGING DETAIL FOR BACK FILL MATERIAL AND COMPACTION SPECS h INSULATION SHALL BE NSTALLED ON ALL PPC THAT 15 WITHIN TWO FEE OF ANY ORAINAOE CULVERT. 7Hi5 APPLIES TO THE BOTTOM OF THE PPE IF IT CROSSES OVER THE TOP OF THE CULVERT SEWER NOTES 1, All sanitary sewer construction shall conform to Eagle River Water and Sanitation District's standards and specifications. 2. All materials and workmanship shall be subject to inspection by the districts and /or their representatives. The district reserves the right to accept or reject any such materials and workmanship that do not conform to district standards or specifications. 3. The District and its Engineer are to be notified by the Contractor at least 48 hours prior to any utility construction. 4. Compaction of all trenches must be attained and compaction tests results submitted to peak Land Consultants, Inc. 5. The Contractor shall at all times keep a separate full set of contract drawings marked up to fully Indicate as -built conditions. Sold drawings shall be provided to Peak Land Consultants upon completion of the work, As -built drawings will be compiled prior to final acceptance. Contractor is to provide at least two ties from physical monuments to all fittings, valves and manholes. 6. All sewer mains sholl be constructed with ASTM 03034 SDR 35 polyvinyl chloride pipe. Pipe materials shall conform to ASTM D -1784. Joints shall be bell and spigot type with a rubber gasket and conform to ASTM D -1869 and D -3212. 7, The contractor sholl verify existing pipe or manhole inverts at tie -in points prior to construction staking. 8, Manhole rims shall be set at an elevation relative to the pavement in accordance with District and County requirements, Precast adjusting rings shall be used to adjust rim elevations to final grade. The maximum acceptable vertical adjustment is 12 inches. 9, The Contractor shall take core to properly shape oil manhole inverts and benches to promote smooth flow through the manhole. Inverts of lines intersecting at 90 degrees and at highly divergent or flat slopes are especially critical, Manhole inverts sholl be constructed with a smooth trowel finish and benches shall be finished with a light broom non --skid finish. All concrete for manhole construction shall be made with Type it cement with a minimum 28 -day compressive strength of 3000 psi« 10, All pipe shall be constructed with standard pipe bedding as shown in the sanitary sewer details. If trench conditions vary or if rock or water is encountered, Peak Land Consultants is to be notified prior to proceeding with construction, Sewer Specifications 65 IF THE EttAT NO ORIGINAL GROUND z T TO THE 70P OF THE VALVE COVER IS NUT LESS THAN 4A' YNNJUM DEPTH Or BURY TO TOP OF PIPE GREATER THAN 4', AN EXTENSION STEM TALL BE LOCATION TAPE TO !# PLACED 24" ABOVE THE OR SEPARTATION FROM CULVERTS REOKNREO ON THE OPERATING NUT. THE INSULATED PORTION OF THE EXTENSION MUST BE SECURED TO THE VALVE OPERAIM NUT. PPE. � WGe STYROFOAM INSULATION BOARD \ �`- TRENCH BACK GRADE THICKNESS REQUIRED ` TO BE DETERMINED - "1' •• w BY ENGINEER . I COPPER WIRE OVER VALVE BOXES, PROVIDE SLACK ON VARE t ! C CC p p COMPACT BACK TILL TO 4810 STANDARD PROCTOR 70 SURFACE TO SUPPORT VALVE BOX VALVE BOX BOTTOM CL � '= •8`4.•:.•4 :. ��/ DATE VALVE APPROVED, COMPACTED BEDDING MATERIAL \ 4..; .. \ // ,,•� : \�f ONO \� ✓ X444.0 ,•K: .:.SIPS; /i \'\ UNDISTURBED ,,,r•-- -"""'�� \/ ,'ts 4. :• } %/\ SOT. ��\ /! • \// ti \\ 1/4 OUTSIDE DL,AMETER 3 "MIN. MIN PPE SVB GRADE OF PIPE OR 6 �- 6 "MIN, iii 6 "MIN, E__-�LEVATIO GENERAL NOTES 1, CONDITION OF LESS THAN MINIMUM BURY DEPTH ALLOWED ONLY WITH WRITTEN AP►ROVAL FROM THE DISTRICT PRIOR TO CONSTRUCTION, NSULATION SHALL. BE INSTALLED ON ALL PPE THAT DOES NOT MEET MINIMUM BURY REQUIREMENTS 2. THE USE OF INSULATION MUST BE APPROVED BY THE DISTRICT PRIOR TO INSTALLATION, 3. SEE SEVER AND WATER PPE BEGGING DETAIL FOR BACK FILL MATERIAL AND COMPACTION SPECS h INSULATION SHALL BE NSTALLED ON ALL PPC THAT 15 WITHIN TWO FEE OF ANY ORAINAOE CULVERT. 7Hi5 APPLIES TO THE BOTTOM OF THE PPE IF IT CROSSES OVER THE TOP OF THE CULVERT SEWER NOTES 1, All sanitary sewer construction shall conform to Eagle River Water and Sanitation District's standards and specifications. 2. All materials and workmanship shall be subject to inspection by the districts and /or their representatives. The district reserves the right to accept or reject any such materials and workmanship that do not conform to district standards or specifications. 3. The District and its Engineer are to be notified by the Contractor at least 48 hours prior to any utility construction. 4. Compaction of all trenches must be attained and compaction tests results submitted to peak Land Consultants, Inc. 5. The Contractor shall at all times keep a separate full set of contract drawings marked up to fully Indicate as -built conditions. Sold drawings shall be provided to Peak Land Consultants upon completion of the work, As -built drawings will be compiled prior to final acceptance. Contractor is to provide at least two ties from physical monuments to all fittings, valves and manholes. 6. All sewer mains sholl be constructed with ASTM 03034 SDR 35 polyvinyl chloride pipe. Pipe materials shall conform to ASTM D -1784. Joints shall be bell and spigot type with a rubber gasket and conform to ASTM D -1869 and D -3212. 7, The contractor sholl verify existing pipe or manhole inverts at tie -in points prior to construction staking. 8, Manhole rims shall be set at an elevation relative to the pavement in accordance with District and County requirements, Precast adjusting rings shall be used to adjust rim elevations to final grade. The maximum acceptable vertical adjustment is 12 inches. 9, The Contractor shall take core to properly shape oil manhole inverts and benches to promote smooth flow through the manhole. Inverts of lines intersecting at 90 degrees and at highly divergent or flat slopes are especially critical, Manhole inverts sholl be constructed with a smooth trowel finish and benches shall be finished with a light broom non --skid finish. All concrete for manhole construction shall be made with Type it cement with a minimum 28 -day compressive strength of 3000 psi« 10, All pipe shall be constructed with standard pipe bedding as shown in the sanitary sewer details. If trench conditions vary or if rock or water is encountered, Peak Land Consultants is to be notified prior to proceeding with construction, Sewer Specifications 65 GENERAL MOTE i. VALVE BOX 15 TO BE INSTALLED PLLWN, LEVEL. AND CENTERED ON r NUT Water Specifications m IF THE EttAT NO t' z z T TO THE 70P OF THE VALVE COVER IS NUT GREATER THAN 4', AN EXTENSION STEM TALL BE REOKNREO ON THE OPERATING NUT. THE EXTENSION MUST BE SECURED TO THE VALVE OPERAIM NUT. � WIRE SHALL EXIT / BOX LIT PPE 6' BELOW GRADE UJ V w WRAP 10 GAUGE INSULATED I COPPER WIRE OVER VALVE BOXES, PROVIDE SLACK ON VARE t ! C CC p p COMPACT BACK TILL TO 4810 STANDARD PROCTOR 70 SURFACE TO SUPPORT VALVE BOX VALVE BOX BOTTOM CL DATE VALVE 10 CAM INSULATED COPPER win TO FOLLOW WATER MAN \ // ,,•� : GENERAL MOTE i. VALVE BOX 15 TO BE INSTALLED PLLWN, LEVEL. AND CENTERED ON r NUT Water Specifications m WATER NOTES i, Water construction shall conform to Eagle River Water & Sanitation District's standards and specifications. 2. All materials and workmanship shall be subject to inspection by the district and /or its representatives. The district reserves the right to accept or reject any materials and workmanship that do not conform to district standards or specifications. 3. ERWSD and Peak Land Consultants is to be notified by the Contractor at least 48 hours prior to any water line construction for a pre - construction meeting. 4. Compaction of all trenches must be attained and compaction test results submitted to Peak Land Consultants prior to acceptance. 5. The Contractor shall at all times keep a separate full set of contract drawings marked up to fully indicate as -built conditions. Said drawings shall be provided to Peak Land Consultants upon completion of the work. As -built drawings will be compiled prior to final acceptance. Contractor is to provide at least two ties from physical monuments to all fittings, valves and manholes. 6. Water mains sholl be constructed with ductile Iron pipe, AWWA C151, with push -on joints, AWWA C111, class 52, pressure rating 350 psi. All water mains to have a minimum 7' cover. 7. All water moins shall be hydrostatical tested in accordance with AMD standards. Chlorine testing sholl be done in accordance with AMD standards. 8. Provide thrust blocks on oil waterline bends. 9. Provide 10' minimum horizontal separotion between water and sewer lines or encase per Colorado Department of Health requirements, 10. Angles of water line bends are shown only as a guideline; all bends hove not been identified or dimensioned, and additional bends may be required during construction. it. Peak Land Consultants, inc., assumes no responsibility for utility locations. It is the contractors responsibility to field verify the location of ail utilities prior to commencement to any construction. 12. Loy copper wire along the water mains, and cod -weld, per current ERWSD requirements. 13, Refer to the mechanical drawings for all utilities within 5 feet of the buildings and all utilities inside the building. 14. Verify all existing pipe invert elevations prior to construction, 15, Provide os -built drawings with (2) ties to water line valves, bends, and sewer cleon -outs and notify Peak Land Surveying of installation who will record field surveyed locations. 75 oil t' z z IY� UJ V w t ! C CC p p CL ry WATER NOTES i, Water construction shall conform to Eagle River Water & Sanitation District's standards and specifications. 2. All materials and workmanship shall be subject to inspection by the district and /or its representatives. The district reserves the right to accept or reject any materials and workmanship that do not conform to district standards or specifications. 3. ERWSD and Peak Land Consultants is to be notified by the Contractor at least 48 hours prior to any water line construction for a pre - construction meeting. 4. Compaction of all trenches must be attained and compaction test results submitted to Peak Land Consultants prior to acceptance. 5. The Contractor shall at all times keep a separate full set of contract drawings marked up to fully indicate as -built conditions. Said drawings shall be provided to Peak Land Consultants upon completion of the work. As -built drawings will be compiled prior to final acceptance. Contractor is to provide at least two ties from physical monuments to all fittings, valves and manholes. 6. Water mains sholl be constructed with ductile Iron pipe, AWWA C151, with push -on joints, AWWA C111, class 52, pressure rating 350 psi. All water mains to have a minimum 7' cover. 7. All water moins shall be hydrostatical tested in accordance with AMD standards. Chlorine testing sholl be done in accordance with AMD standards. 8. Provide thrust blocks on oil waterline bends. 9. Provide 10' minimum horizontal separotion between water and sewer lines or encase per Colorado Department of Health requirements, 10. Angles of water line bends are shown only as a guideline; all bends hove not been identified or dimensioned, and additional bends may be required during construction. it. Peak Land Consultants, inc., assumes no responsibility for utility locations. It is the contractors responsibility to field verify the location of ail utilities prior to commencement to any construction. 12. Loy copper wire along the water mains, and cod -weld, per current ERWSD requirements. 13, Refer to the mechanical drawings for all utilities within 5 feet of the buildings and all utilities inside the building. 14. Verify all existing pipe invert elevations prior to construction, 15, Provide os -built drawings with (2) ties to water line valves, bends, and sewer cleon -outs and notify Peak Land Surveying of installation who will record field surveyed locations. 75 oil N/ s•. • fi: ..I. 4 l7 �A' fi ! 4 b I 4 074 ! 4 ),�Y S f t y' 7 ,•-.•. �,. �+:- ai,� -: µ' '\. rq b A i�47 X :,` � p qs( � ! T1W4.T' ^' °` °yu•.e.. .." 4/ y t� y, w ti,l • 7 �4 / NAL'- -1�" 4 "7LOT 8 j ExisnNO ! k FIRE FiRE HM y ANT ' WRAP -160' !! DRAWN; RSN kx� REVIEWED: DESIGNED BY: RSN LML _ - _ _ _ ! _ _. �.__- .......�,�.- - - PLC L10B 1 695 4x.10 .,__,_..... DATE. 08/28/2009 �- - • .. ",+' +"'�+ w �++o+ .+ �' ,.+ 6.3r ASPEfi t 'ASPEN ! _ TaWFE OF +NR. SHEET 16.00 15.10 ! Pierce -935 feet ! Width : 8.14 SME: i"1a FIRE TRUCK TURNING AND STAGING) Lockkto Lock Time 66.00 / Steering Angle : 41.3 C 5.2 I t' z z UJ V w t ! C CC p p CL ry w t !� � �44iW('�4 ipp9Ap4 0'44 dL1 rT>� +,nnom`' Q s•. • fi: ..I. 4 l7 �A' fi ! 4 b I 4 074 ! 4 ),�Y S f t y' 7 ,•-.•. �,. �+:- ai,� -: µ' '\. rq b A i�47 X :,` � p qs( � ! T1W4.T' ^' °` °yu•.e.. .." 4/ y t� y, w ti,l • 7 �4 / NAL'- -1�" 4 "7LOT 8 j ExisnNO ! k FIRE FiRE HM y ANT ' WRAP -160' !! DRAWN; RSN kx� REVIEWED: DESIGNED BY: RSN LML _ - _ _ _ ! _ _. �.__- .......�,�.- - - PLC L10B 1 695 4x.10 .,__,_..... DATE. 08/28/2009 �- - • .. ",+' +"'�+ w �++o+ .+ �' ,.+ 6.3r ASPEfi t 'ASPEN ! _ TaWFE OF +NR. SHEET 16.00 15.10 ! Pierce -935 feet ! Width : 8.14 SME: i"1a FIRE TRUCK TURNING AND STAGING) Lockkto Lock Time 66.00 / Steering Angle : 41.3 C 5.2 I E 6 1411 +. r/Yll� b 41- / 4A 74� Aoll AY1 ,� -�, rte. ° _ .. 7'0 'Y'pl /,r't .a"t �E'r�CGCt ez'?«� PLAN,_ - - �,.t -•—�. i � 1+�'��`t-1�i,r,.� t+C.� `t�� _ ice' '�-i�� —i'p l.c.t �c'I•�.�..'�� 'k t4 t OF �� '�i7/xj•�',,,(' �` /„arc% W � M40 ,� 7��r fir✓ �ii��,��°� -�` �r �l .�r,�t A0 �.} pd GA F 13) F1 110-615 ao A fl) zp 0) Ls- lz i A f N ul s =1 4,12 ON ,Y. p Ig tam{f r� f rrp hkad lip � vm� VAg, Inc. Architects & Planners Post Office Box 1734 Vail CO 81658.1734 (970) 949.7034 fax: (970) 949.8134 email: generalL7a vagarchitects.com 90 Benchmark Road Suite 202 Avon, CO 81620 JL Vicle Construction, Inc. 970.476.30 82 Civil Engineer: Misc Consultant; Seal Issue Dates: ►'A" 06.22.09 DRB Submittal „�" 47.22.09 Progress II "D" 07.27.09 DRB Submittal "En 07.31.09: DRB Update 11 Sheet Title: �I Landscape Plan Project No: 2910.40 Sheet No: L L I 41 4 r Issue Dates: ►'A" 06.22.09 DRB Submittal „�" 47.22.09 Progress II "D" 07.27.09 DRB Submittal "En 07.31.09: DRB Update 11 Sheet Title: �I Landscape Plan Project No: 2910.40 Sheet No: L L I AE Q� AD AG 8- 21-'Olf R M TA EL +104'-4' (7 A50� cv KEY FLAN ---EC BB I MAIN LEVEL FLOOR PLAN 0 21 4' a, 11411 w6ww%=N=N� SCALE- 1/4" = 1' -011 F 1 VAg' Inc. Architects & Planners Post Office Box 1734 Vail CO $1658.1734 (970) 949.7034 fax: (970) 949.8134 email: gencralCoWagarchitects.com 90 Benchmark Road Suite 202 Avon, CO 81620 J.L. Viele Construction, Inc. 970.476.3082 Civil En Misc Consultant: NN &Ionl T/O NC DEL 440 (T31-T'-4" /f, AJ KEY FLAN ---EC BB I MAIN LEVEL FLOOR PLAN 0 21 4' a, 11411 w6ww%=N=N� SCALE- 1/4" = 1' -011 F 1 VAg' Inc. Architects & Planners Post Office Box 1734 Vail CO $1658.1734 (970) 949.7034 fax: (970) 949.8134 email: gencralCoWagarchitects.com 90 Benchmark Road Suite 202 Avon, CO 81620 J.L. Viele Construction, Inc. 970.476.3082 Civil En Misc Consultant: NN &Ionl Revisions: Z� Z� Issue Dates: "C" 07.22.09: Progress Set IVD" 07.27.09: DRB Submittal "E" 07.31.09: DRB Update "Y" 08.19.09: Permit Set G" 09.03.09: Permit Respons Sheet Title: Main Level Floor Plan Project No: 2910.00 Sheet No: I A21 440 dft 4M Revisions: Z� Z� Issue Dates: "C" 07.22.09: Progress Set IVD" 07.27.09: DRB Submittal "E" 07.31.09: DRB Update "Y" 08.19.09: Permit Set G" 09.03.09: Permit Respons Sheet Title: Main Level Floor Plan Project No: 2910.00 Sheet No: I A21 ACx AE I tai I A3 UFFER-L-E v-.,;-=L FLOOR FLAN 1/4" = V F 1 VAg, Inc. Architects & Planners Post Office Box 1734 Vail CO 81658.1734 (970) 949.7034 fax: (970) 949.8134 email: gencral@vagarchitects.com 90 Benchmark Road Suite 202 Avon, CO 81620 J.L. Viele Construction, Inc. 970.476.3082 Civil Engincer- Misc Consultant: TRUE PLAN Issue Dates: "C" 07.22.09: Progress Set FWD" 07.27.09: DRR Submittal 'E" 07.31.09: DRB Submittal "Y" 08.19.09: Permit Set G" 09.03.09: Permit Respons, Sheet Title: Upper Level Floor Plan Project No: 2910.00 Sheet No: A2*2 duo Issue Dates: "C" 07.22.09: Progress Set FWD" 07.27.09: DRR Submittal 'E" 07.31.09: DRB Submittal "Y" 08.19.09: Permit Set G" 09.03.09: Permit Respons, Sheet Title: Upper Level Floor Plan Project No: 2910.00 Sheet No: A2*2 ' _ = m =�. ' r - - 0 2' 4' f�' TRUE PLAN VALY. Inc. Architects & Planners Post Office Box 1734 Vail CO 81658.1734 (970) 949.7034 fax: (970) 949.8134 email: gencral*vagarchitects.com 90 Benchmark Road Suite 202 Avon, CO 81620 J.L. Viele Construction, Inc. Misc Consultant: Revisions- Issue Dates: "C" 07.22.09: Progress Set IVD" 07.27.09: DRB Submittal 'E" 07.31.09: DRD Submittal "F" 08.19.09: Permit Set G" 09.03,09: Permit Respolts, Sheet Title: TOP OF RIDGE EL. 1941'-3 3/4" WOOD OUTRIGGER5 GUTTER AND DOWN5FOUT js TOE PLATE " EL, 1530'-(o 3/4" PES EVEL J �r -152T-rb 3/4" 3xI0 WOOD BEAM FAINTED ,5x8 WOOD COLUMN FAINTED MAIN LEVEL EL. 1513- GARA!;j' EL. 1913 -0 IFIN15H GRADE RTH ELEVAT I ON I A 11 1 1 L-C R WOOD OUTRIGGI 3X5 WOO 6XIO LL axa WC EA6T ELEVATION 1/4" = P N TOP 0E-fK1Q_GE 'EL. 754Y-3 3/4" E TOP Of EL. T939 -10 /411 6NOWCLIF5 HEAT TAPE GUTTER AND DOLLJN!e,FOUT TOP PLATE EL. I930'-& 3/4" IV4" JAMES PARDIE TRIM BOARD UFF—E_S LEVE EL. 1922'-6 3/4" MAIN LEVEL GA 3,_V TOP OF-RIP-GE 7- EL. -1546 -11 /4" TOF OF RIDGE EL, 7547-77411 D OUTRIGGERS STAINED TOP— PLATE EL, 11335'-4 3/4" JOOD RAFTERS ,4ED UFFEf3 VEL "E 71LE'-4 3/4" WOOD BEAM STAINED JJOOD BRACE STAINED IJOOD COLUMN qED MAIN LgYg� EL. 7318'-4" LA 0 2' 4' a, w6nwmmmmmmm� SCALE: '/4" = 1'-0" F- VAg, Inc. Architects & Planners Post Office Box 1734 Vail CO 81658.1734 (970) 949.7034 fax: (970) 949.8134 email: general*vagarchitects.com 90 Benchmark Road Suite 202 Avon, CO 81620 J.L. Viele Construction, Inc. 970.476.3082 Civil Engineer. Misc Consultant: Revisions: Z� D Z� Issue Dates: IICII 07.22.09: Progress Set ItDII 07.27.09: DRB Submittal "Ell 07.31.09: D" Update "IF" 08.19.09: Permit Set Glf 09.03.09: Permit Respons Sheet Title: Project No: 2910.00 Sheet No: A3*1 ,ATOP OF R112GE " EL. 794r0'- 11 1/4" TOP PLATE EL. 7935'-4 3/4" UPPER LEVEL EL. 11527'-4 3/4" &x(o WOOD OUTRIGGEF WOOD COLUMN A- FORCH 5ETONC ,,h MAIN LEVEL 'EL. 1915'-4" 4SGAFL. SAQI�� " 15n -3 W1=-6T ELEVATION 1/4" = I I ,X TQF Qi E 'EL. -194ro'-11 1/4f ' GABLE VENT IY2.. JAMES HARr)IE TRIM BOARD I� F1 A j�TOTE "P FEL. UMKI� LEVEL FEL, 7521'-4 3 /4" rox& STAINED OUTRIGGERS MAIN LEVEL EL, 11316'-4" GAR,4GE.. TOP —QEJRIPGE E' L. "]I941'-3 3/4" TOE P�ATE 11 FL. -lS30'-3 3/4 r 0/211 JAMES HARDIE TRIM BOARD ,SUt�PEf� LEVEL " 3/4" I a — EL. 0 2' 4' 15, 6%mmw6mmmmi SCALE: 1/4" = 1' -0" L k IL 17 A gq Inc", T X-x Ine Architects & Planners Post Office Box 1734 Vail CO 81658.1734 (970) 949.7034 fax: (970) 949.8134 email-. general(ovagarchitects.com 90 Benchmark Road suite 202 J.L. Vicle Construction, Inc. 970.476.3082 Civil Engineer. Misc Consultant: a Revisions: Z�l D D Issue Dates: IT" 07.22.09: Progress Set PtDII 07.27.09: DRD Submittal IT" 07.31.09: DRB Update "IF" 08.19.09: Permit Set G" 09.03.09: Permit Responst. Sheet Title: South & West Exterior Elevations Project No: 2910.00 Sheet No: 4461 w • do 4M a Revisions: Z�l D D Issue Dates: IT" 07.22.09: Progress Set PtDII 07.27.09: DRD Submittal IT" 07.31.09: DRB Update "IF" 08.19.09: Permit Set G" 09.03.09: Permit Responst. Sheet Title: South & West Exterior Elevations Project No: 2910.00 Sheet No: SA 55 E3c, BD BE A. 4P OF RIDGE F=U. -194ro'- 11 114" 1 5ULDING 5ECTION (WEST UNIT) 1/4 It = 1' BA BB 5c, BD 5-U-L-DING 5ECTION (WE5T UNIT) 1 /4" = 1, I TOP F�AT�j VE4. -1c335-4 3/4" I UPPER LEVEL TW-V-4.3/411 I 1. ;7 11 BE 4P Of:LS-12GE EL�. 154ro'-Il 1/4" 1 I T AT VE4- Ta35'-4 3/4" I V rz `11 WI' -4 3t4" I V- Mwift 0 2' 4' a, AMMMMMMMI� 5CALE, 1/4" = V-0" 0 "17A V ,g, Inc. Architects & Planners Post Office Box 1734 Vail CO 81658.1734 (970) 949.7034 fax: (970) 949,8134 email: general@,vagarchitem.cour 90 Benchmark Road Suite 202 Avon, CO 81620 J.L. Viele Construction, Inc. 970.476-3082 Ckil En ---- Misc Consultant:, ✓ B-30�67 01 W Revisions: zi\ ZL Isstie Dates: IT" 07.22.09: Progress Set "D" 07.27.09: DRD Submittal "Ell 07.31.09: DRB Update "IF" 08.19.09: Permit Set GII 09.03.09: Permit Respons Sheet Title: Building Sections I Project No: 2910.00 Sheet No: A4.1 BA BB BC BD BE I TQP OF RIDGE EL. -1541'-.3 4/411 TOP f-LATE =1 . LE L EL. 2 /4" MA11N LE 11 EL. I V31 G RAG E . I L ""3 6ECT'ON 'EA6T UN'T'�� BA BB BG BD BE 5ULDING SECTION (EA5T UNIT) 1/4 11 = I I ,jsTOF OF RIDGE " EL, 1541'-3 3/4" ,ATOP PLATE � EL. 1'530'-ro 3/4" UFFE EVEI FL. 152T-ro 3/4" .&MAIN LEVEL EL, I�A9 3 -ia 0 2' 4' '51 AMMM%MWEE,� SCALE: 114" = V-0" I XTA ggV X-x Inc. Architects & Planners Post Office Box 1734 Vail CO 81658.1734 (970) 949.7034 f= (970) 949.8134 email: general@vagarchit".com 90 Benchmark Road Suite 202 Avon, CO 81620 J.L. Viele Construction, Inc. 970.476.3082 Civil Engineer. Misc Consultant: 04 E Revisions: Z1\ ZL ZL Issue Dates; "C" 07.22.09: Progress Set IVD" 07.27.09: DRB Submittal "E" 07.31.09: DRB Update "F" 08.19.09: Permit Set G" 09.03.09: Permit Respons, Sheet Title: Building Sections Project No: 2910.00 Sheet No: A4.2 dW 04 E Revisions: Z1\ ZL ZL Issue Dates; "C" 07.22.09: Progress Set IVD" 07.27.09: DRB Submittal "E" 07.31.09: DRB Update "F" 08.19.09: Permit Set G" 09.03.09: Permit Respons, Sheet Title: Building Sections Project No: 2910.00 Sheet No: A4.2 BA BB BG BD BE BUILDING 6ECTION6 (EA5T UNIT) 1/4" = I' TOP OF R DGE EL, 1539' 5 --1/4" TOP PLATE EL. IWO' 3/4" UPPER EL. -1522'-6 3/4" ,;h MAIN I g�4:= 'EL. A ,5 3,_O E 55 54 B3 52 B1 A4 A3 A2 AI BUILDING SECTION6 1/4" = P ATOP QE RIDGE 'F=L, -1'343'-1 1/4" TOE! PLATE F=L, 1535'-4 3/4" A.UPEER-LE-VEL EL, IWI'-4 3/4" 0 21 4' a, W%MMMMMMM� 5CALE- 1/4" = V-0" VA, Inc. Architects & Planners Post Office Box 1734 Vail CO 81658.1734 (970) 949.7034 fax: (970) 949.8134 email: general(gwagarchitects.com 90 Benchmark Road Suite 202 Avon, CO 81620 J.L. Viele Construction, Inc. 970.476.3082 Civil Engineer: Misc Consultant: Revisions: Z� ZL Z� Issue Dates: "C" 07.22.09: Progress Set "D" 07.27.09: DRR Submittal "E" 07.31.09: DRB Update "Y" 08.19.09: Permit Set G" 09.03.09: Permit Resnons Sheet Title: Building Sections Project No: 2910.00 Sheet No: A 9 X31= BD AG AF AE AD AG At3 AA 5UILDING 5ECTION5 (WE5T UNIT) 1/4 "" = 1, TOF OF 51 E F=L, 1cJ4(o'- 11 114" A TOP ATE 'F=L. 1935'-4 3/4" UPPER-LEVEL j�MAIN LEVEL FL, 1915'-4" jLA JS _I. 0 2' 4' a, w6pm%MMMM� 5CALE, 1/4" = 1' -011 1 VAg, Inc. Architects & Planners Post Office Box 1734 Vail CO $1658.1734 (970) 949.7034 fax: (970) 949.8134 email; gencral@,vagarchitects.com 90 Benchmark Road Suite 202 Avon, CO $1620 J.L. Viele Construction, Inc. 970.476.3082 Civil Ent:incer• Min Consultant: Revisions: ZL ZL Issue Dates: "C" 07.22.09: Progress Set IfID" 07.27.09: DRB Submittal "Ell 07.31.09: DRB Update IT' 08.19.09: Permit Set G" 09.03.09: Permit Respons Sheet Title: Project No: 2910.00 Sheet No: #A ar Revisions: ZL ZL Issue Dates: "C" 07.22.09: Progress Set IfID" 07.27.09: DRB Submittal "Ell 07.31.09: DRB Update IT' 08.19.09: Permit Set G" 09.03.09: Permit Respons Sheet Title: Project No: 2910.00 Sheet No: WWW®R WALL A56EM5LY TYPE-W1 311 = 11 TAPE AT CEILING, OPENINGS AND JOINTS, TYPICAL EXTERIOR FINISH SYSTEM RE: EXTERIOR ELEVATIONS GWE3 PLYWOOD "MemBrain" VAPOR RETARDER BY CERTAINTEED - LAP 4 SEAL PER MFR'5 RECOMMENDATIONS 2xro STUD WALL 5-,Y2" BATT INSULATION *ILL ALL CAVITIES SILL PLATE OR ADDITIONAL BLOCKING AS REO'D FOR BASE ATTACHMENT, TYPICAL TAPE AT CEILING, OPENINGS AND JOINTS, TYPICAL oro" GWE3 BOTH SIDES, TYP. WALL ASSEMeLY TYPE-W(o WALL ASSEM5LY TYPE -WE> 311 = 11 FLAN WALL A66EM5LY TYPE-W4 3" TAPE AT CEILING, OPENINGS AND JOINTS, TYPICAL e -- GWB BOTH SIDES, TYP. 2x6 STUD WALL BATT INSULATION :ILL ALL CAVITIES DNAL SILL PLATE OR ADDITIC BLOCKING AS FREQ'D FOR BASE ATTACHMENT, TYPICAL TAPE AT CEILING, OPENINGS AND JOINTS, TYPICAL EXTERIOR FINI5HSY5TEM RE: EXTERIOR ELEVATIONS GWE3 .142" PLYwoor-> BOTH SIDES, TYP. "Mem5rain" VAPOR RETARDER BY CERTAINTEED - LAP 4 SEAL PER MFR'S RECOMMENDATIONS 2xro STUD WALL 5-Y2" BATT INSULATION FILL ALL CAVITIES R-VALUE.11 SILL PLATE OR ADDITIONAL A BLOCKING A5 REO'D FOR BASE ATTACHMENT, TYPICAL IN MA -010 TAPE AT CEILING, OPENINGS AND JOINTS, TYPICAL GW5 TYPE "X" BOTH SIDES, TYP. I HOUR FIRE RESISTANCE RATING PER UL #U331 WALL A f MOO Y TYPE - W3 1 HOUR FIRE RESISTANCE RATING PER GA FILE NO. WF 3310 STC RATING: 45 TO 49 WALL A65EM5LY TYPE-W2 :2 xx.. J%--. - HEAD iii TYPE EXCE TYPE "X" GW5. FIRE CAULK 4 FIRE5AFE ALL OPENINGS WALL A56EM5LY TYPE-W1 311 = 11 IONAL IT, TAPE AT CEILING, OPENINGS AND JOINTS, TYPICAL J" GWE3 TYPE X BOTH SIDE$, TYP, 2x4 STUD WALL 2xro STUD WALL 3 -,Y' BATT INSULATION -ILL ALL CAVITIES R-VALUE: 11 5-Y2" BATT INSULATION :ILL ALL CAVITIES R-VALUE: 11 SILL PLATE OR ADDITIONAL BLOCKING AS REO'D FOR BASE ATTACHMENT, TYPICAL TAPE AT CEILING OPENINGS, AND JOINTS, TYPC-AL roI12" 51P6 PANEL R-VALUE: 22.ro RE. STRUCTURAL EXTERIOR FINISH SYSTEM, RE: EXTERIOR ELEVATIONS "Mem5rain" VAPOR RETARDER BY CERTAINTEED - LAP 4 SEAL PER MFR'S RECOMMENDATIONS GW5 SILL PLATE OR ADDITIONAL BLOCKING AS REaT) FOR BASE ATTACHMENT, TYPICAL F A lkZA -MMUM Post Office Box 1734 Vail CO 81658.1734 (970) 949.7034 fax: (970) 949.8134 email: generat@vagarchitectscom 90 Benchmark Road Suite 202 Avon, CO 81620 J.L. Viele Constmetion, Ine- 970.476.3082 Civil Engineer• Misc Consultant: 441 dw • 4W Issue Dates: "F"08.19.09:Permit Set IG" 09.03.09: Permit Resvons, Sheet Title: Project No: 2910.00 Sheet No: .�j WALL A66EM5LY TYPE-W4 3" TAPE AT CEILING, OPENINGS AND JOINTS, TYPICAL e -- GWB BOTH SIDES, TYP. 2x6 STUD WALL BATT INSULATION :ILL ALL CAVITIES DNAL SILL PLATE OR ADDITIC BLOCKING AS FREQ'D FOR BASE ATTACHMENT, TYPICAL TAPE AT CEILING, OPENINGS AND JOINTS, TYPICAL EXTERIOR FINI5HSY5TEM RE: EXTERIOR ELEVATIONS GWE3 .142" PLYwoor-> BOTH SIDES, TYP. "Mem5rain" VAPOR RETARDER BY CERTAINTEED - LAP 4 SEAL PER MFR'S RECOMMENDATIONS 2xro STUD WALL 5-Y2" BATT INSULATION FILL ALL CAVITIES R-VALUE.11 SILL PLATE OR ADDITIONAL A BLOCKING A5 REO'D FOR BASE ATTACHMENT, TYPICAL IN MA -010 TAPE AT CEILING, OPENINGS AND JOINTS, TYPICAL GW5 TYPE "X" BOTH SIDES, TYP. I HOUR FIRE RESISTANCE RATING PER UL #U331 WALL A f MOO Y TYPE - W3 1 HOUR FIRE RESISTANCE RATING PER GA FILE NO. WF 3310 STC RATING: 45 TO 49 WALL A65EM5LY TYPE-W2 :2 xx.. J%--. - HEAD iii TYPE EXCE TYPE "X" GW5. FIRE CAULK 4 FIRE5AFE ALL OPENINGS WALL A56EM5LY TYPE-W1 311 = 11 IONAL IT, TAPE AT CEILING, OPENINGS AND JOINTS, TYPICAL J" GWE3 TYPE X BOTH SIDE$, TYP, 2x4 STUD WALL 2xro STUD WALL 3 -,Y' BATT INSULATION -ILL ALL CAVITIES R-VALUE: 11 5-Y2" BATT INSULATION :ILL ALL CAVITIES R-VALUE: 11 SILL PLATE OR ADDITIONAL BLOCKING AS REO'D FOR BASE ATTACHMENT, TYPICAL TAPE AT CEILING OPENINGS, AND JOINTS, TYPC-AL roI12" 51P6 PANEL R-VALUE: 22.ro RE. STRUCTURAL EXTERIOR FINISH SYSTEM, RE: EXTERIOR ELEVATIONS "Mem5rain" VAPOR RETARDER BY CERTAINTEED - LAP 4 SEAL PER MFR'S RECOMMENDATIONS GW5 SILL PLATE OR ADDITIONAL BLOCKING AS REaT) FOR BASE ATTACHMENT, TYPICAL F A lkZA -MMUM Post Office Box 1734 Vail CO 81658.1734 (970) 949.7034 fax: (970) 949.8134 email: generat@vagarchitectscom 90 Benchmark Road Suite 202 Avon, CO 81620 J.L. Viele Constmetion, Ine- 970.476.3082 Civil Engineer• Misc Consultant: 441 dw • 4W Issue Dates: "F"08.19.09:Permit Set IG" 09.03.09: Permit Resvons, Sheet Title: Project No: 2910.00 Sheet No: ROOF A,56EMEILY TYPE- R1 FLOOR FIN15H, RE: FINISH PLANS AND SCHEDULE FOR LOCATIONS FLOOR SHEATHING, RE: STRUCTURAL R -19 BATT INSULATION FLOOR JOISTS, RE: STRUCTURAL GWB GENERAL NOTES: 1. INSTALL 40# FELT UNDERNEATH WOOD FLOOR INSTALLATIONS. 2. INSTALL ALL MATERIALS PER MANUFACTURERS RECOMMENDATIONS, FLOOR 456EM5LY TYPE- FL2 3 " =1' FLOOR FINISH, RE: FINISH SCHEDULE AND PLANS FOR LOCATIONS TIO CONC., RE: PLAN CONCRETE SLAB ON- GRADE, RE: STRUCTURAL R -10 UNDER -SLAB EXTRUDED POLYSTYRENE INSULATION GRAVEL BED COMPACTED SOIL, RE: GEOTECHNICAL XX EXTERIOR FIN15H TYPE- F&I 3 " =1' xx EXTERIOR FINISH TYf=>E- FE;; ■ EXTERIOR FINISH T' I=E— 1=4 3 " =1' 1 -LAYER OF "HOU5EWRAF" BY TYYEK Y4" JAMES HARDIE HARDIESHINGLE STAGGERED EDGE NOTCHED PANEL 2" PLYWOOD SHEATHING EXTERIOR SIP PANEL OR STUD WALL, RE: PLANS FOR LOCATIONS GENERAL NOTES: 4'x &' EXTERIOR MATERIALS MOCK -UP REQUIRED FOR ARCHITECT APPROVAL PRIOR TO FINAL ORDERING AND INSTALLATION i -LAYER OF "HOU5EWRAP" BY TYYEK 8Y4" JAMES HARDIE HARDIEPLANK LAP SIDING " PLYWOOD SHEATHING EXTERIOR SIP PANEL OR STUD WALL, RE: PLANS FOR LOCATIONS GENERAL NOTES: 4'xro' EXTERIOR MATERIALS MOCK -UP REQUIRED FOR ARCHITECT APPROVAL PRIOR TO FINAL ORDERING AND INSTALLATION I -LAYER OF "HOU5EWRAP" BY TYYEK ,oY4" JAMES HARDIE HARDIEPLANK LAP SIDING " PLYWOOD SHEATHING EXTERIOR SIP PANEL OR STUD WALL, RE: PLANS FOR LOCATIONS GENERAL NOTES: 4'xro' EXTERIOR MATERIALS MOCK -UP REQUIRED FOR ARCHITECT APPROVAL PRIOR TO FINAL ORDERING AND INSTALLATION EXTERIOR FIN16H TYPE- F3 Pi EXTERIOR FINIra" H TYPE- F2 xX EXTERIOR F-IN15H TYF:'E- 1=1 I -LAYER OF "HOUSEWRAP" BY TYYEK 5Y4" JAMES HARDIE HARDIEPLANK LAP SIDING 2" PLYWOOD SHEATHING EXTERIOR SIP PANEL OR STUD WALL, RE: PLANS FOR LOCATIONS GENERAL NOTES: 4'xro' EXTERIOR MATERIALS MOCK -UP REQUIRED FOR ARCHITECT APPROVAL PRIOR TO FINAL ORDERING AND INSTALLATION I -LAYER OF "HOUSEWRAP" BY TYYEK X14" ROUGH SAWN VERTICAL BOARD d BATTEN SIDING " PLYWOOD SHEATHING EXTERIOR SIP PANEL OR STUD WALL, RE: PLANS FOR LOCATIONS GENERAL NOTES: 4'x (o' EXTERIOR MATERIALS MOCK -UP REQUIRED FOR ARCHITECT APPROVAL PRIOR TO FINAL ORDERING AND INSTALLATION I -LAYER OF "HOUSEWRAP" BY TYYEK 2XI0 ROUGH SAWN HORIZONTAL SIDING W/ CHINKING " PLYWOOD SHEATHING EXTERIOR 51F PANEL OR STUD WALL, RE: PLANS FOR LOCATIONS GENERAL NOTES: 4'xh' EXTERIOR MATERIALS MOCK -UP REQUIRED FOR ARCHITECT APPROVAL PRIOR TO FINAL ORDERING AND INSTALLATION IdLk VA► g, Inc. Architects & Planners Post Office Box 1734 Vail CO 81658.1734 (970) 949.7034 fax: (970) 949.8134 email: general@vagarchitects.com 90 Benchmark Road Suite 202 J.L. Viele Construction, Inc. 970.476.3082 Civil Engineer: Misc consultant: I FA l Elm pp!: Revisions: /'\ ZL Issue Dates: "F "08.19.09: Permit Set "G" 09.03.09: Permit Set Sheet Title: a Project No: 2910.00 Sheet No: er zaos vAa m; �Gmrms � r�� .t do s .. �r Elm pp!: Revisions: /'\ ZL Issue Dates: "F "08.19.09: Permit Set "G" 09.03.09: Permit Set Sheet Title: a Project No: 2910.00 Sheet No: er zaos vAa m; �Gmrms � r�� 1Y" CONTINUOUS HANDRAfL ON IN511)E WALL TYPICAL CROSS 5ECTIOil AT UNIT STAR 1/2" = 1' A11,.All R'Rt'S - All T**,rf=>ICAL SECTION AT UNIT STAR 1/2" = 1' lT TOP or- R12�51= "M 194ro'-fl F/ , TOE AT EL. -193EL5'-4 3/4" ,A Ul�!FEFZ �EVEL 'EL. T32T-4 3/4" ,.,MAIN VEL EL. 51-OFPIW-% 5 FU FU UJI U a. 4, - igw -W -j_ LL_ L_ J E9 11=i I q F-I L !-I El I E_! I I It -1 El I I El I ! E o 9 2 FL? ,ATOP OF RI DG ' EL, 10 3/ TOP PLATE EL. 1530'-ro 3/4 LEVEI 3/4 EL, 157T-ro FLl MAIN I VEL 4 114= I U44 WALL SECTION AT UNIT SEPARATION WALL 1/2" = 1' '17A g, Inc. T X_X Architects & Planners Post Office Box 1734 Vail CO $1658.1734 (970) 949.7034 fax: (970) 949,8134 email: general(q,)vagarchitects.com 90 Benchmark Road Suite 202 Avon, CO 81620 Revisions: ZL zh Issue Dates: [G�':'09.03.09:Perwit I Project No: Sheet No: AI.1 ! I ! I I I r L- --- - - - --J Mal U "X5y" HARD1 -50ARD TRIM TYPICAL CORNER DETAIL - FLAI ,f...,' 1 1/2" = 1' 3 A7.1 9: 15 11 Rl 1 x.251 IDW 0)1 � e I o I � , 1 6 f f I I / i E i r r � f i i � f 1/2" = 1' 2 A7.1 VX-w Inc. Architects ,& Planners Yost Office Boa 1734 Vail CO 81658.1734 (970) 949.7034 fax: (974) 949.8134 email: general(a)vagarchitects.com 90 Benchmark Road Suite 242 J.L. Viele Construction, Inc. 970.476.3082 Civil Engineer: Misc Consultant: Revisions: /I\ Z2` , L Issue Dates: "D" 7.27.09 :DRB Submittal "E" 7.31.09 :DRB Update "F" 08.19.09: Permit Set ' G: 09.03.09 :Permit Resi)ons(i Sheet Title: t Project No: 2910.00 Sheet No: A9.1. r r s ! r Aft it ow try � ! r .rr Revisions: /I\ Z2` , L Issue Dates: "D" 7.27.09 :DRB Submittal "E" 7.31.09 :DRB Update "F" 08.19.09: Permit Set ' G: 09.03.09 :Permit Resi)ons(i Sheet Title: t Project No: 2910.00 Sheet No: A9.1. SEALANT rLQ STRuCT RE: FL METAL DRIP EDGE P x IV4" HARDI-BOARD TRIM 50ARD BLOCKING AS NEEDED FOR OUTRIGGER ATTACHMENT C,x<-, WOOD OUTRIGGER Y2" SHEATHING HARDI-BOARD SOFFIT BOARD AT SIM, NO OUTRIGGER W- rLOOR OVERHANG DETAIL - 6ECTION 1 1/2 11 = 1' SEALANT METAL DRIF EDGE 1 1/2 " = 1, IL VAg, Inc. Architects & Planners Post Office Box 1734 Vail CO 81658.1734 (970) 949.7034 fax: (970) 949.8134 email: gencral*vagarchitects.com 90 Benchmark Road Suite 202 A-- ! ^ -1- J.L. Viele Construction, Inc. 970.476.3082 Civil Engineer: Misc Consultant: Revisions: ZL Issue Dates: "F"08.19,09: Permit Set G" Permit Response: 09.02 Sheet Title: Project No: 2910.00 Sheet No: A9.2 ws • too Revisions: ZL Issue Dates: "F"08.19,09: Permit Set G" Permit Response: 09.02 Sheet Title: Project No: 2910.00 Sheet No: A9.2 V2 Lf) 1 0 �4 2'- 5Y1211 �4 pp� ttZ ik 1 iI �4 cf`l `�� ELEVATION AT ELEGtRIC. \ I NTS 11 Iflz-" 7 . G.i /_1, -i . _L,V_ll ELEVATION AT 6LIDING DOOR 9 F NT5 NT5 ELEVATION AT GARAGE AGE OBI DOOR ( WE 5T UNIT) NTS "PRE17UM VINYL" WINDOWS. _ E ALL WINDOW HARDWARE SUPPLIED BY WINDOW SUPPLIER, j 3. TEMPERED DESIGNATION REPRESENTED, 0, FOR PERMIT Remarks II 11 � I i 3 I s t t CODES. i IF _ I EGRESS DESIGNATION REPRESENTED, @, FOR PERMIT WOOD 1 5/A9.4 CONTRACTOR AND SUPPLIER TO MEET ALL APPLICABLE ��° F- CODES. 5. SHOP DRAWINGS OF ALL WINDOWS AND DOORS WILL BE demo SUBMITTED TO THE ARCHITECT FOR APPROVAL, (0. RE: DRAWINGS A2.1,,42,2, A3.1 AND A3.2 FOR OPERATION, WOOD HANDIN TEM ING i U- VALUES, FOR PERMIT PROCESS ONLY, ARE CALCULATED - - TO BE 0.35. CONTRACTOR TO VERIFY ACTUAL U- VALUE. N/A - - 103E 2'- 0 "x7I' -0" WOOD WOOD N/A -- -- -- -- I� it r 2' - h "x1' -0" WOOD WOOD N/A - - - - ELEVATION AT 6LIDING DOOR 9 F NT5 NT5 ELEVATION AT GARAGE AGE OBI DOOR ( WE 5T UNIT) NTS "PRE17UM VINYL" WINDOWS. _ E ALL WINDOW HARDWARE SUPPLIED BY WINDOW SUPPLIER, j 3. TEMPERED DESIGNATION REPRESENTED, 0, FOR PERMIT Remarks PROCE55 ONLY. FINAL LOCATIONS TO BE CONFIRMED BY � I � I bill Detail CODES. JI� ELEVATION AT 6LIDING DOOR 9 F NT5 NT5 ELEVATION AT GARAGE AGE OBI DOOR ( WE 5T UNIT) NTS ELEVATION AT G,4R,QCrtE OI-I DOOR (E,4ST UNIT) NT5 2 -42'" to 1 1 THERMA- TRU INSULATED DOOR �Sl I- III /_" n1 c3 /" i, _ I It it I T/O FI N I w F OOR —$-RE: ELE VTIONS CLOPAY PAINTED MDF GARAGE DOOR STYLE: RECESSED LONG. WITH STOCKTON SHORT WINDOWS �. T/O FINISH F�,-OOR —`'RE: ELEVATIONS CLOPAY PAINTED MDF GARAGE DOOR STYLE= RECESSED _ ,. T/O FINISH FLOOR —'RE: ELEVATIONS NT5 =' -It/If "PRE17UM VINYL" WINDOWS. 2. ALL WINDOW HARDWARE SUPPLIED BY WINDOW SUPPLIER, j 3. TEMPERED DESIGNATION REPRESENTED, 0, FOR PERMIT Remarks PROCE55 ONLY. FINAL LOCATIONS TO BE CONFIRMED BY � I � I bill Detail CODES. JI� EGRESS DESIGNATION REPRESENTED, @, FOR PERMIT ELEVATION AT G,4R,QCrtE OI-I DOOR (E,4ST UNIT) NT5 2 -42'" to 1 1 THERMA- TRU INSULATED DOOR �Sl I- III /_" n1 c3 /" i, _ I It it I T/O FI N I w F OOR —$-RE: ELE VTIONS CLOPAY PAINTED MDF GARAGE DOOR STYLE: RECESSED LONG. WITH STOCKTON SHORT WINDOWS �. T/O FINISH F�,-OOR —`'RE: ELEVATIONS CLOPAY PAINTED MDF GARAGE DOOR STYLE= RECESSED _ ,. T/O FINISH FLOOR —'RE: ELEVATIONS NT5 =' -It/If 1 # M Tag "PRE17UM VINYL" WINDOWS. 2. ALL WINDOW HARDWARE SUPPLIED BY WINDOW SUPPLIER, Glazing FINISH TO BE SPECIFIED AND APPROVED 5Y OWNER. 3. TEMPERED DESIGNATION REPRESENTED, 0, FOR PERMIT Remarks PROCE55 ONLY. FINAL LOCATIONS TO BE CONFIRMED BY Head Detail CONTRACTOR AND SUPPLIER TO MEET ALL APPLICA)_5LE bill Detail CODES. 4. EGRESS DESIGNATION REPRESENTED, @, FOR PERMIT WOOD PROCESS ONLY. FINAL LOCATIONS TO BE CONFIRMED BY 5/A9.4 CONTRACTOR AND SUPPLIER TO MEET ALL APPLICABLE 2 /AIBA CODES. 5. SHOP DRAWINGS OF ALL WINDOWS AND DOORS WILL BE demo SUBMITTED TO THE ARCHITECT FOR APPROVAL, (0. RE: DRAWINGS A2.1,,42,2, A3.1 AND A3.2 FOR OPERATION, WOOD HANDIN TEM ING 1, U- VALUES, FOR PERMIT PROCESS ONLY, ARE CALCULATED - - TO BE 0.35. CONTRACTOR TO VERIFY ACTUAL U- VALUE. N/A - - 1 # M Tag Boor Size - WxH Material f=rame Glazing Details Door Type Fire Rating Remarks Head Detail Jamb Detail bill Detail IOIE 31- 011x1' -011 WOOD WOOD N/A 5/A9.4 -- 2 /AIBA 5/A9.3 N/A INSULATED DOOR U- VALUE: 0.12 demo 102E 2' -0 "x1' - 011 WOOD WOOD N/A - - - - - - - - N/A - - 103E 2'- 0 "x7I' -0" WOOD WOOD N/A -- -- -- -- N/A 104E 2' - h "x1' -0" WOOD WOOD N/A - - - - - - - - N/A - - 105E 3' - 0 "x-f 1- 0" WOOD WOOD N/A - - - - - - - - N/A 106E 3' -0 "x11 -041 WOOD WOOD N/A -- -- -- -- 20 MIN -- 101E Ir0'- 0 "x1' -0" WOOD WOOD TEMP -- -- -- 3/A9.3 N/A INSULATED DOOR U- VALUE: 0.11 IOaE a' -a "x1' -011 WOOD WOOD TEMP 3/A9.4 ro/A9.4 3/A9.4 & /A9.3 N/A 1013E 21- 7x3' -g!2" WOOD WOOD N/A -- -- -- 1/A9.3 N/A EL CTF2ICAL METER ENCLOSURE IIOE of -0 "x1' -011 WOOD WOOD NIA -- -- -- -- 20 MIN 201E 3' -0 "x11 -011 WOOD WOOD N/A -- -- -- -- N/A - 202E 2' - 10 "x-I' -011 WOOD WOOD N/A - - - - - - - - N/A - - 203E 2' - 10 "x1' - 0" WOOD WOOD N/A - - - - - - - - N/A - - 204E 41- 0 "x-1' - 0II WOOD WOOD N/A - - - - - - - - N/A - - 205E 5' - 0 "x-{' - 011 WOOD WOOD N/A - - - - - - - - N/A B I - PASS 20r E 2'- 10 "x1' -011 WOOD WOOD N/A -- -- -- -- N/A -- 201E 2'- 1011x1' -011 WOOD WOOD N/A -- -- -- -- N/A -- 205E 4'- 0 "x-[' -011 WOOD WOOD N/A - - - - - - - - N/A BI -PA55 209E 2' - fo "x1' -0" WOOD WOOD N/A - - - - - - - - N/A - - 101W Y- 0 "x- i' -0'1 WOOD WOOD N/A 5/A9.4 -- 2/A9.4 5/A9.3 N/A INSULATED DOOR U- VALUE: 0.12 102W 2' -0 "x1' -0ff WOOD WOOD N/A -- -- -- -- N/A -- 103W 21- 011x11 -011 WOOD WOOD N/A -- -- -- -- N/A -- 104W 2' - a"x1' - 011 WOOD WOOD N/A - - - - - - - - N/A 105W 3'- 011x1' -0" WOOD WOOD N/A -- -- -- -- NIA Z -- 106W 31- 011x1` -0" WOOD WOOD N/A -- -- -- _- 20 MIN -- 101W loo' -0 "x11 -011 WOOD WOOD Temp -- -- -- 3/A9.3 NIA INSULATED DOOR U- VALUE: 0.11 10aW V -a"x11 -011 WOOD WOOD Temp 3/A9.4 6/A9.4 3/A9.4 &/A9,3 N/A -- 109W r,1_ 011x11 -011 WOOD WOOD N/A -- -- -- -- 20 MIN 201W 3'-0"x1'-0" WOOD WOOD N/A - - - - - - - _ NIA - - 202W 21 -a "x11 - 011 WOOD WOOD N/A - - - - - - - - N/A - - 203W 21 -ro "x1' -0" WOOD WOOD N/A _ _ - _ - _ _ _ N/A - - 204W 4' - 011x1' - 011 WOOD WOOD NIA - - _ - _ _ - _ N/A - - 205W 5'- 011x1' -0` WOOD WOOD N/A -- -- -- -- N/A BI -PASS 20C2W 21- 1017x1' -011 WOOD WOOD N/A -- -- -- -- N/A -- 201W 2'- 10 "x1' -011 WOOD WOOD N/A -- -- -- -- N/A -- 20aW 5' - 0 "x1' - o" WOOD WOOD N/A - - - - - - - NIA 51 - PASS 209W 2'- ro 11 x1' -011 WOOD WOOD N/A - - - - - - - - N/A - - DOOR SCHEDULE N T 6 1 V g, Inc. Architects & Planners Post Office Boa 1734 Vail CO 81658.1734 (970) 949.7034 fax: (970) 949.8134 email: general@vagarchitects.com 90 Benchmark Road Suite 202 Avon, CO 81620 J.L. Viele Construction, Inc. 970.476.3082 Civil Engineer• Misc Consultant Issue Dates: "F" 08,19.09: Permit Set G" 09.03.09: Permit Resnons 4 s ti■I► _ demo 1 i Issue Dates: "F" 08,19.09: Permit Set G" 09.03.09: Permit Resnons �•• �►so► 1 112" = 1' EXTEND WATERPROOF MEMBRANE ro" HIGH ON SIDES OF ROUGH OPENING, MAKE CONTINUOUS WITH MEMBRANE ON SILL AND SIDEWALL. JELD -WEN VINYL CLAD SLIDING DOOR SEALANT AND BACKER AROUND PERIMETER OF DOOR UNIT (HEAD, JAMBS) I" x 3Y" HARDI -BOARD TRIM AT DOOR JAMB SEALANT AND BACKER EXTERIOR WINDOW RE: SCHEDULE AND ELEVATIONS INSULATE SHIM SPACE, TYP. SEALANT AND BACKER ROD METAL FLASHING WITH DRIP EDGE HARDI -BOARD TRIM AT WINDOW PERIMETER SEALANT AND BACKER ROD INSULATED DOOR ENTRO ' DOOR HEAD TO WINDOW SILL 11/2" =1 WINDOW JAM 5. 1112" = 1' EXTEND WATERPROOF MEMBRANE ro" HIGH ON SIDES OF ROUGH OPENING. MAKE CONTINUOUS WITH MEMBRANE ON SILL AND SIDEWALL, EXTERIOR WINDOW RE: SCHEDULE AND ELEVATIONS SEALANT AND BACKER AROUND PERIMETER OF DOOR UNIT (HEAD, JAMBS) I" x 3Y2" HARD I - BOARD TRIM AT WINDOW JAMB SEALANT AND BACKER 111211 = 1' METAL FLASHING I" x SY2" HARDI -BOARD TRIM AT WINDOW HEAD SEALANT AND BACKER AROUND PERIMETER OF DOOR UNIT (HEAD, JAMBS) METAL FLASHING JELD -WEN VINYL CLAD SLIDING DOOR SEALANT AND BACKER METAL FLASHING I" x SY2" HARDI -BOARD TRIM AT DOOR SILL T/O CONC _ R PLAN -- - - -° -- EXPANSION JOINT CONCRETE PORCH ON -GRADE SLOPE TO DRAIN EXTEND WATERPROOF MEMBRANE 6" HIGH ON SIDES OF ROUGH OPENING. MAKE CONTINUOUS WITH MEMBRANE ON SILL AND SIDEWALL. ,r � p i 0 1 1/2" = it t• •t 1112 " =1" INSULATED DOOR METAL FLASHING EXPANSION JOINT CONCot P N CONCRETE PORCH ON -GRADE SLOPE TO DRAIN EXTEND WATERPROOF MEMBRANE ro" HIGH ON SIDES OF ROUGH OPENING, MAKE CONTINUOUS WITH MEMBRANE ON SILL AND 51DEWALI SEALANT AND BACKER AROUND PERIMETER OF WINDOW UNIT (HEAD, JAMBS) METAL FLASHING • r • • rr I" x 4Y2" HARDI-50ARr-> TRIM AT WINDOW SILL SEALANT lr BACKER -•r Architects & Planners Post Office Boa 1734 Vail CO 81658:1734 (970) 949.7034 fax: (970) 949.8134 email: gencral@vagarchitects.com 90 Benchmark Road Suite 202 ♦_.-- Pf% 01ZI. J.L. Viele Construction, Inc. 970.476.3082 Civil Engineer: Misc Consultant: Revisions: f�a Z22\ Issue Dates: "F" 08.19.09:Permit Set G" 09.03,09:Permit Respo Sheet Title: ' o w <�I Details Project No: 2910.00 Sheet No: I A., MI, 1A I Q eq I Revisions: f�a Z22\ Issue Dates: "F" 08.19.09:Permit Set G" 09.03,09:Permit Respo Sheet Title: ' o w <�I Details Project No: 2910.00 Sheet No: I A., MI, 1A I TYPICAL RAKE DETAIL 1 1/2 it = I I TYPICAL FASCIA DETAIL 1 1/2 11 = 1' BLOCKING BETWEEN FRAMING 2x5 PAVE FRAMING- RE. STRUCT FOR DETAILS METAL DRIP EDGE 2x(o WOOD FASCIA TRIM 2xI0 WOOD FASCIA TRIM )/2" PLYWOOD SHEATHING, MARDI -BOARD SOFFIT E30ARD PRE-MANUFACTURED TRUSS HEEL HEIGHT VARIES BLOWN-IN BATT INSULATION METAL DRIP EDGE 2xrc> WOOD FA5C.IA TRIM 2xI0 WOOD FA5CIA TRIM "17 gg Inc. v x_A x Architects & Planners Post Office Box 1734 Vail CO 81658.1734 (970) 949.7034 fax: (974)) 949.8134 email: generat(j vagarchitectsxoxn 90 Benchmark Road Suite 202 JJU. Viele ConstrucUou, Inc. 970A76.3082 Civil Engineer- Misc Consultant: Revisions: ZL ZL zh Issue Dates: 'IF"08.19.09:Permit Set G" 09.03.09:Permit Rem Sheet Title: Roof 71� • Project No: 2910.00 Sheet No: O Pop" C Revisions: ZL ZL zh Issue Dates: 'IF"08.19.09:Permit Set G" 09.03.09:Permit Rem Sheet Title: Roof 71� • Project No: 2910.00 Sheet No: 1. GENERAL A. THESE NOTES SUPPLEMENT THE SPECIFICATIONS, WHICH SHALL BE REFERRED TO FOR ADDITIONAL REQUIREMENTS. B. THESE NOTES SHALL SERVE AS THE SPECIFICATIONS FOR THE STRUCTURAL PORTION OF THE WORK. C. ARCHITECT'S APPROVAL MUST BE SECURED FOR ALL SUBSTITUTIONS. D. CHECK ALL DIMENSIONS ON STRUCTURAL DRAWINGS AGAINST ARCHITECTURAL DRAWINGS. E. VERIFY OPENINGS THROUGH FLOORS, ROOFS AND WALLS WITH ARCHITECTURAL, MECHANICAL, CIVIL AND ELECTRICAL REQUIREMENTS. 2. GOVERNING BUILDING CODE: IBC 2006 3. LIVE LOADS USED IN DESIGN A. SEISMIC LOADS PER IBC 2006: DUPLEX IS SEISMIC DESIGN CATEGORY B AND THEREFORE DOES NOT HAVE TO BE DESIGNED FOR SEISMIC FORCES. B. WIND PRESSURE PER IBC 2006 1.) BASIC WIND SPEED (3 SEC GUST) ................... 90 MPH 2. WIND EXPOSURE CATEGORY ............................... B 3.) WIND DIRECTIONALITY FACTOR, Kd .....................0.85 4.) WIND TOPOGRAPHIC FACTOR, Kzt ........................1.0 5.) WIND IMPORTANCE FACTOR, Iw ......................... 1.0 C. ROOF 1.) GROUND SNOW LOAD, Pg .......................... 132 PSF 2.) SNOW EXPOSURE FACTOR, Ce ......................... 3.) SNOW THERMAL FACTOR, Ct . ............................1.0 4.) SNOW IMPORTANCE FACTOR, Is ......................... 1.0 5.) FLAT ROOF SNOW LOAD (LESS THAN 4:12), Pf....... 100 PSF 6.) FLAT ROOF SNOW LOAD (4:12 AND GREATER, Pf....... 80 PSF D. FLOOR LIVE LOAD ....... ............................... 40 PSF 4. SUBMITTALS A. DEFERRED SUBMITTALS: THE FOLLOWING ITEM ARE ENGINEERED BY OTHERS. ENGINEERING AND DOCUMENTAION OF THESE ITEMS ARE TO BE PROVIDED BY OTHERS FOR REVIEW BY THE STRUCTURAL ENGINEER. AFTER REVIEW, THESE DEFERRED SUBMITTAL ITEMS WILL BE SUBMITTED TO THE BUILDING OFFICIAL. 1.) PRE - ENGINEERED WOOD ROOF TRUSSES 2.) PANELIZED WALLS B. FURNISH TWO PRINTS OF SHOP AND ERECTION DRAWINGS TO STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. SUBMIT IN A TIMELY MANNER TO PERMIT 10 WORKING DAYS FOR REVIEW BY STRUCTURAL ENGINEER. C. FURNISH TWO SETS OF CONCRETE DESIGNS INCLUDING STRENGTH TEST DATA AND MANUFACTURER'S LITERATURE ON ADMIXTURES FOR REVIEW BY STRUCTURAL ENGINEER NO LATER THAN 2 WEEKS PRIOR TO ON -SITE USE OF THESE MATERIALS. D. GENERAL AND SUB - CONTRACTOR NOTES: 1.) THE GENERAL CONTRACTOR SHALL REVIEW ALL SUBMITTALS PRIOR TO SUBMITTAL FOR REVIEW BY THE STRUCTURAL ENGINEER IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. 2.) THE STRUCTURAL DRAWINGS SHALL NOT BE USED AS BACKGROUNDS FOR SHOP OR ERECTION DRAWINGS. DRAWINGS PREPARED IN THIS MANNER AND SUBMITTED FOR REVIEW TO THE STRUCTURAL ENGINEER WILL BE RETURNED REJECTED AND CONSIDERED AS NOT BEING IN CONFORMANCE WITH THE PROJECT SPECIFICATIONS. 5. SPECIAL INSPECTIONS A. SPECIAL INSPECTORS SHALL BE EMPLOYED BY THE OWNER TO INSPECT THE WORK DURING CONSTRUCTION AS DEFINED AND REQUIRED BY IBC CHAPTER 17. SPECIAL INSPECTIONS SHALL BE MADE OF THE FOLLOWING STRUCTURAL WORK: 1.) 1704.7 SOIL CONDITIONS 6. FOUNDATIONS - FOOTINGS A. REFERENCE PROJECT SOILS REPORT PREPARED BY KOECHLEIN CONSULTING ENGINEERS, INC., NUMBER 09 -027, DATED JUNE 2, 2009 FOR ADDITIONAL INFORMATION AND REQUIREMENTS. B. BOTTOM OF FOUNDATION OR GRADE BEAM SHALL EXTEND A MINIMUM OF 48 INCHES BELOW ADJACENT FINAL GRADE. C. ACTIVE LATERAL EARTH PRESSURE USED IN DESIGN:........ 45 PCF D. AT -REST LATERAL EARTH PRESSURE USED IN DESIGN:....... 55 PCF E. PASSIVE LATERAL EARTH PRESSURE USED IN DESIGN:...... 300 PCF F. COEFFICIENT OF SLIDING FRICTION: ....................... 0.4 G. FOOTINGS SHALL BE PLACED ON UNDISTURBED NATURAL MATERIALS OR ENGINEERED COMPACTED FILL. THE CONTRACTOR SHALL REMOVE ANY LOOSE OR DISTURBED SOIL AND REPLACE WITH NON - EXPANSIVE STRUCTURAL FILL COMPACTED TO 95% STANDARD PROCTOR (ASTM D698) AS APPROVED BY THE SOILS ENGINEER. H. TOTAL LOAD SOIL BEARING PRESSURE USED IN DESIGN:.. 2,500 PSF 7. SLAB -ON -GRADE A. THE SLAB -ON -GRADE SELECTED BY THE OWNER AT THE GROUND FLOOR LEVEL OF THIS BUILDING HAS SOME RISK OF MOVEMENT. REFERENCE THE PROJECT SOILS REPORT FOR SPECIFIC REQUIREMENTS. B. THE PREPARATION OF THE SUBGRADE FOR THE SLAB -ON -GRADE SHALL BE IN STRICT ACCORDANCE WITH THE PROJECT SOILS REPORT REFERENCED ABOVE; THE CONTRACTOR SHALL DIRECT QUESTIONS REGARDING THE SUBGRADE PREPARATION REQUIREMENTS TO THE GEOTECHNICAL ENGINEER. C. MOVEMENT OF THE SLAB -ON -GRADE MAY CAUSE DAMAGE TO ANYTHING CONNECTED TO BOTH THE SLAB AND OTHER PORTIONS OF THE SUPERSTRUCTURE. ISOLATION DETAILS FOR PARTITION WALLS, BASEBOARDS, PIPING, AND OTHER ITEMS MAY BE REQUIRED; REFER TO THE APPROPRIATE DRAWINGS OR CONSULT WITH THE RESPONSIBLE MEMBER OF THE DESIGN TEAM PRIOR TO CONNECTING ITEMS TO BOTH THE SLAB -ON- GRADE AND OTHER PORTIONS OF THE SUPERSTRUCTURE. KgOi mwwno 8. CONCRETE A. ALL CONCRETE SHALL BE NORMAL WEIGHT AGGREGATE UNLESS NOTED. CLEARLY IDENTIFY INTENDED USE FOR EACH MIX DESIGN SUBMITTED FOR APPROVAL. CONCRETE SHALL CONFORM TO THE FOLLOWING TABLE: NOTES: 1. TOTAL NR CONTENT PERCENTAGE RANGE. CHANGE TO 5 -7 IF EXPOSED TO FREEZING TEMPERATURES. B. ALL CONCRETE IN CONTACT WITH SOILS SHALL USE TYPE I -II CEMENT. C. SEE SPECIFICATIONS FOR ADDITIONAL DURABILITY REQUIREMENTS. D. REINFORCING: MILD STEEL REINFORCING SHALL BE ASTM A615 WITH A MINIMUM YIELD STRENGTH 60 KSI, EXCEPT WHERE NOTED AS 40 KSI. ALL REINFORCING REQUIRING WELDING SHALL CONFORM TO ASTM A706. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. E. REINFORCEMENT PROTECTION 1.) CONCRETE PLACED AGAINST EARTH ....................... 3" 2.) CONCRETE PLACED IN FORMS BUT EXPOSED TO WEATHER OR EARTH: a. BARS #5 AND SMALLER ........................ 1 -1/2" F. NO SPLICES OF REINFORCEMENT PERMITTED EXCEPT AS DETAILED OR AUTHORIZED BY STRUCTURAL ENGINEER. MAKE BARS CONTINUOUS AROUND CORNERS. WHERE PERMITTED, SPLICES MADE BY CONTACT LAPS, SHALL BE 36 BAR DIAMETERS MINIMUM. G. DETAIL BARS IN ACCORDANCE WITH "ACI DETAILING MANUAL ", PUBLICATION SP -66, AND "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE," ACI 318, LATEST EDITIONS. PROVIDE DETAILS INDICATING REINFORCING CONTINUITY AT CONSTRUCTION JOINTS. H. PROVIDE ACCESSORIES NECESSARY TO PROPERLY SUPPORT REINFORCING AT POSITIONS SHOWN ON PLANS AND DETAILS. I. PLACE 2 - #5 (1 EACH FACE) WITH 2' -0" PROJECTION AROUND OPENINGS IN CONCRETE; PLACE 1 - #4 (IN TOPPING) WITH 2' -0" PROJECTION AROUND OPENINGS THROUGH FLOOR TOPPING SLABS, UNLESS NOTED. J. PROVIDE SLEEVES FOR ALL PIPES PLACED THROUGH CONCRETE. K. NO OPENINGS OTHER THAN THOSE SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE PERMITTED UNLESS THE ARCHITECT'S AND STRUCTURAL ENGINEER'S APPROVAL IS SECURED PRIOR TO THE PLACEMENT OF REINFORCING STEEL. L. ALL CONSTRUCTION JOINTS SHOWN ON THE DRAWINGS SHALL BE PREPARED BY ROUGHENING THE SURFACE OF THE CONCRETE SO THAT THE AGGREGATE SHALL BE EXPOSED UNIFORMLY, LEAVING NO LAITANCE, LOOSENED PARTICLES, OR DAMAGED CONCRETE. AS AN ALTERNATE, 2 X 4 CONTINUOUS KEYWAYS MAY BE USED FOR CONSTRUCTION JOINTS. M. ENSURE HORIZONTAL CONTINUITY IN FOOTINGS BY PROVIDING CORNER BARS AT WALL CORNERS AND INTERSECTIONS. UNLESS DETAILED OTHERWISE, CORNER BARS SHALL MATCH SIZE AND SPACING OF HORIZONTAL REINFORCING AND EXTEND A MINIMUM OF 36 BAR DIAMETERS BEYOND THE CORNER. N. WIRE FABRIC REINFORCEMENT: LAP ONE AND A HALF MESH WIDTHS AT SPLICES AND WIRE TOGETHER. 0. NO WELDING OF REINFORCING SHALL BE PERMITTED UNLESS SPECIFICALLY CALLED FOR OR APPROVED BY THE STRUCTURAL ENGINEER. P. DO NOT RE -BEND ANY BARS WITH A YIELD STRESS OF GREATER THAN 40 KSI. 9. TIMBER A. ALL TIMBER PRODUCTS SHALL BE IN ACCORDANCE WITH THE NATIONAL FOREST PRODUCTS ASSOCIATION, NATIONAL DESIGN SPECIFICATION, LATEST EDITION. B. ALL LUMBER SHALL BE VISUALLY GRADED AND HAVE A MAXIMUM MOISTURE CONTENT OF 19 %. C. FRAMING LUMBER: 2X8 AND LARGER, DOUGLAS FIR - LARCH; ALL ELSE: HEM - FIR IN THE FOLLOWING GRADES: 1.) GENERAL FRAMING: STANDARD AND BETTER OR STUD. 2. STUDS: STUD OR BETTER 3. ) FLOOR JOISTS AND ROOF RAFTERS: NO. 2 OR BETTER. 4.) BEAMS, STRINGERS, POSTS AND TIMBERS: NO. 1 OR BETTER. D. BRIDGING: BRIDGE BETWEEN JOISTS OR RAFTERS WHERE NOMINAL DEPTH - TO- THICKNESS RATIO EXCEEDS 5 WITH BEVEL -CUT DOUBLE- CROSSED WOOD BRACING, OR WITH SOLID BRIDGING 2 " THICK BY DEPTH OF JOIST. END NAIL SOLID BRIDGING TO JOISTS; NAIL BOTH ENDS OF CROSS- BRIDGING. SPACE BRIDGING AS REQUIRED BY CODE. PROVIDE SOLID BLOCKING BETWEEN JOISTS AND RAFTERS AT SUPPORTS. E. STUD WALLS: 1.) FRAME STUD WALLS WITH 2X STUDS @ 16" ON CENTER AS CALLED FOR ON THE DRAWINGS. 2.) PROVIDE A MINIMUM OF 3 STUDS AT CORNERS. 3.) SHIM FOR BEARING ON CONCRETE SUBSTRATES. GROUT WITH 1:3 PORTLAND CEMENT -SAND GROUT FOR FULL BEARING. 4.) WHERE MULTIPLE TOP PLATES ARE CALLED FOR IN THE CONTRACT DOCUMENTS, STAGGER SPLICES AND FACE NAIL PLATES TOGETHER. 5.) PROVIDE STUDS AT OPENING JAMBS AS FOLLOWS: a. 2 STUDS AT OPENINGS LESS THAN 5' -0" WIDE b. 3 STUDS AT OPENINGS BETWEEN 5' -0" AND 8' -0" WIDE c. 4 STUDS MINIMUM AT OPENINGS GREATER THAN 8' -0" WIDE 6.) BEAR OPENING HEADERS ON MULTIPLE JAMB STUDS AS FOLLOWS: a. 1 STUD AT OPENINGS LESS THAN 8' -0" WIDE b. 2 STUDS MINIMUM AT OPENINGS GREATER THAN 8' -0" WIDE 7.) REFER TO DRAWINGS FOR SPECIAL STUD CONDITIONS F. ALL MULTIPLE MEMBER HEADERS, BEAMS AND POSTS MADE FROM FRAMING LUMBER SHALL BE NAILED TOGETHER TO FORM A SINGLE, COMPOSITE UNIT USING NO LESS THAN TWO ROWS OF 16d AT 12" O.C. G. COMPLY WITH MINIMUM STANDARDS FOR FRAMING CONNECTIONS AS SET FORTH IN IBC TABLE NO. 2304. 9. 1 AND AS DETAILED. H. LAMINATED VENEER LUMBER (LVL) AND PARALLEL STRAND LUMBER (PSL): 1.) LVL OR PSL PRODUCTS SHALL BE PLANT FABRICATED IN A CONTINUOUS PRESS WITH ALL GRAIN ORIENTED PARALLEL TO THE LENGTH OF THE MEMBER. 2.) ALL LVL OR PSL PRODUCTS SHALL BE SUBMITTED FOR APPROVAL WITH REFERENCE TO THE APPLICABLE CURRENT NATIONAL EVALUATION REPORT PREPARED BY CABO, OR CURRENT EVALUATION REPORT PREPARED BY ICBO. 3.) LVL MEMBERS SHALL HAVE THE FOLLOWING ALLOWABLE STRESSES: a. FLEXURAL TENSION OR COMPRESSION,......... 2600 PSI b. HORIZONTAL SHEAR. 285 PSI c. COMPRESSION PARALLEL TO GRAIN............ 2460 PSI d. COMPRESSION PERPENDICULAR TO GRAIN........ 750 PSI e. MODULUS OF ELASTICITY ............... 1,800,000 PSI 4.) PSL MEMBERS SHALL HAVE THE FOLLOWING ALLOWABLE STRESSES: a. FLEXURAL TENSION OR COMPRESSION.......... 2900 PSI b. HORIZONTAL SHEAR .......................... 290 PSI c. COMPRESSION PARALLEL TO GRAIN............ 2900 PSI d. COMPRESSION PERPENDICULAR TO GRAIN........ 750 PSI e. MODULUS OF ELASTICITY ............... 2,000,000 PSI I. LAMINATED MEMBER SIZES SHOWN ARE NET; OTHER MEMBER SIZES ARE NOMINAL, J. SOLID WEB I JOISTS: 1.) FLOOR JOISTS SHALL BE PRE° - ENGINEERED SOLID WEB I JOISTS AS MANUFACTURED BY WILLAMETTE INDUSTRIES, INC., TRUS -JOIST MCMILLAN CORP., OR APPROVED EQUIVALENT. RE: PLAN AND DETAILS FOR JOIST SPACING AND DEPTH. MEMBERS SHALL BE FACTORY MANUFACTURED WITH ORIENTED STRAND BOARD (OSB) WEBS, LAMINATED VENEER LUMBER (LVL) OR MACHINE STRESS RATED (MSR) LUMBER FLANGES PER CODE APPROVAL BY ICBO. SUPPLIERS SHALL FURNISH ALL MEMBERS, WEB STIFFENERS, BLOCKING PANELS, END BLOCKS, JOIST HANGERS AND MISCELLANEOUS ACCESSORIES, THE CONTRACTOR IS NOT TO CUT, NOTCH OR OTHERWISE ALTER THE MEMBERS WITHOUT THE WRITTEN PERMISSION OF THE STRUCTURAL ENGINEER AND THE SUPPLIER. K. SHEATHING: 1.) CONFORM TO AMERICAN PLYWOOD ASSOCIATION (APA) DESIGN SPECIFICATION, LATEST EDITION. SHEATHING SHALL BE CONTINUOUS OVER THREE ADJACENT SPANS MINIMUM. 2.) FLOOR SHEATHING: 3/4" THICK TONGUE AND GROOVE APA RATED SHEATHING 32/16, EXPOSURE 1. NAIL TO SUPPORTS WITH 10d @ 6 INCHES O.C. AT ALL PANEL EDGES AND 10d @ 10 INCHES O.C. AT INTERIOR OF PANEL. GLUE FLOOR SHEATHING TO SUPPORTS WITH "TITE -BOND" (OR APPROVED EQUIVALENT). CONSTRUCTION ADHESIVE SHALL MEET APA AFG -01. 3.) ROOF SHEATHING: 5/8" THICK APA RATED SHEATHING 40/20, EXPOSURE 1. NAIL TO SUPPORTS WITH 8d @ 6 INCHES O.C. AT ALL PANEL EDGES AND 8d @ 12 INCHES O.C. AT INTERIOR OF PANEL. 4.) WALL SHEATHING: 1/2" THICK APA RATED SHEATHING, EXPOSURE 1. ORIENT PANELS WITH FACE GRAIN PARALLEL TO WALL STUDS. NAIL TO SUPPORTS WITH 8d @ 6 INCHES O.C. AT ALL PANEL EDGES AND 8d @ 12 INCHES O.C. AT INTERIOR OF PANEL. 5.) REFER TO DRAWINGS FOR SPECIAL SHEATHING OR NAILING REQUIREMENTS, L. ALL TIMBER CONNECTORS SHALL BE "STRONG -TIE" CONNECTORS AS MANUFACTURED BY THE SIMPSON STRONG -TIE CONNECTOR COMPANY. FOLLOW SUPPLIER'S INSTALLATION RECOMMENDATIONS. M. PRE - ENGINEERED ROOF TRUSSES: 1.) SUPPLIER SHALL DESIGN AND FABRICATE TRUSSES TO CARRY LOADS SHOWN ON THE DRAWINGS PER THE LATEST EDITION OF NATIONAL FOREST PRODUCTS ASSOCIATION PUBLICATION, "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, AND THE LATEST EDITION OF THE TRUSS PLATE INSTITUTE PUBLICATION, "DESIGN SPECIFICATION FOR METAL PLATE CONNECTED WOOD TRUSSES ". 2.) SUPPLIER SHALL FURNISH DRAWINGS TO THE ARCHITECT PRIOR TO FABRICATION BEARING THE SEAL OF A PROFESSIONAL ENGINEER ? REGISTERED IN THE STATE OF COLORADO. INCLUDED IN THESE DRAWINGS SHALL BE A PLAN SHOWING THE LOCATION OF THE TRUSSES WITH THE SUPPLIER' S MARK. 3.) NO OPEN JOINTS WHICH DEPEND ON THE STIFFNESS OF THE METAL CONNECTOR PLATE TO TRANSMIT STRESSES WILL BE PERMITTED. 4.) DURING ERECTION, CARE SHALL BE EXERCISED TO KEEP HORIZONTAL BENDING OF THE TRUSSES TO A MINIMUM. EXCESSIVE FLAT -WISE BENDING OF TRUSSES IS NOT PERMISSIBLE, 5.) THE DESIGN AND SUPPLY OF ALL TRUSS -TO -TRUSS CONNECTIONS SHALL BE THE RESPONSIBILITY OF THE TRUSS SUPPLIER. 6.) INCREASE IN ALLOWABLE STRESSES FOR THE DESIGN OF TRUSS MEMBERS AND CONNECTIONS DUE TO DURATION OF LOAD IS NOT PERMITTED. N. INSTALLATION OF PRE - ENGINEERED SYSTEMS: 1.) PRE - ENGINEERED SYSTEMS SHALL BE INSTALLED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. SHOP DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. J.L. Vicle Construction, Inc. 970.476.3082 Structural Enaincer: RE1 Structural 970.748.0711 Dlise Consultant: I�I ►4S sn:D6M MWAN cEr W WAU/ SUS' MAX N AR USE PSI W SIZE (i) SA FOOTINGS 4000 5.5 0.58 3 -4 1 0 -2 WALLS 4000 5.5 0.58 2 -4 1 5 -7 INTERIOR FLATWORK 3000 5.5 0.58 2 -4 0.75 0 -2 EXTERIOR FLATWORK 4000 6 0.48 2 -4 0.75 1 5 -7 ALL OTHERS NOT NOTED 3000 5.5 0.58 2 -4 0.75 4 -6 NOTES: 1. TOTAL NR CONTENT PERCENTAGE RANGE. CHANGE TO 5 -7 IF EXPOSED TO FREEZING TEMPERATURES. B. ALL CONCRETE IN CONTACT WITH SOILS SHALL USE TYPE I -II CEMENT. C. SEE SPECIFICATIONS FOR ADDITIONAL DURABILITY REQUIREMENTS. D. REINFORCING: MILD STEEL REINFORCING SHALL BE ASTM A615 WITH A MINIMUM YIELD STRENGTH 60 KSI, EXCEPT WHERE NOTED AS 40 KSI. ALL REINFORCING REQUIRING WELDING SHALL CONFORM TO ASTM A706. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. E. REINFORCEMENT PROTECTION 1.) CONCRETE PLACED AGAINST EARTH ....................... 3" 2.) CONCRETE PLACED IN FORMS BUT EXPOSED TO WEATHER OR EARTH: a. BARS #5 AND SMALLER ........................ 1 -1/2" F. NO SPLICES OF REINFORCEMENT PERMITTED EXCEPT AS DETAILED OR AUTHORIZED BY STRUCTURAL ENGINEER. MAKE BARS CONTINUOUS AROUND CORNERS. WHERE PERMITTED, SPLICES MADE BY CONTACT LAPS, SHALL BE 36 BAR DIAMETERS MINIMUM. G. DETAIL BARS IN ACCORDANCE WITH "ACI DETAILING MANUAL ", PUBLICATION SP -66, AND "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE," ACI 318, LATEST EDITIONS. PROVIDE DETAILS INDICATING REINFORCING CONTINUITY AT CONSTRUCTION JOINTS. H. PROVIDE ACCESSORIES NECESSARY TO PROPERLY SUPPORT REINFORCING AT POSITIONS SHOWN ON PLANS AND DETAILS. I. PLACE 2 - #5 (1 EACH FACE) WITH 2' -0" PROJECTION AROUND OPENINGS IN CONCRETE; PLACE 1 - #4 (IN TOPPING) WITH 2' -0" PROJECTION AROUND OPENINGS THROUGH FLOOR TOPPING SLABS, UNLESS NOTED. J. PROVIDE SLEEVES FOR ALL PIPES PLACED THROUGH CONCRETE. K. NO OPENINGS OTHER THAN THOSE SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE PERMITTED UNLESS THE ARCHITECT'S AND STRUCTURAL ENGINEER'S APPROVAL IS SECURED PRIOR TO THE PLACEMENT OF REINFORCING STEEL. L. ALL CONSTRUCTION JOINTS SHOWN ON THE DRAWINGS SHALL BE PREPARED BY ROUGHENING THE SURFACE OF THE CONCRETE SO THAT THE AGGREGATE SHALL BE EXPOSED UNIFORMLY, LEAVING NO LAITANCE, LOOSENED PARTICLES, OR DAMAGED CONCRETE. AS AN ALTERNATE, 2 X 4 CONTINUOUS KEYWAYS MAY BE USED FOR CONSTRUCTION JOINTS. M. ENSURE HORIZONTAL CONTINUITY IN FOOTINGS BY PROVIDING CORNER BARS AT WALL CORNERS AND INTERSECTIONS. UNLESS DETAILED OTHERWISE, CORNER BARS SHALL MATCH SIZE AND SPACING OF HORIZONTAL REINFORCING AND EXTEND A MINIMUM OF 36 BAR DIAMETERS BEYOND THE CORNER. N. WIRE FABRIC REINFORCEMENT: LAP ONE AND A HALF MESH WIDTHS AT SPLICES AND WIRE TOGETHER. 0. NO WELDING OF REINFORCING SHALL BE PERMITTED UNLESS SPECIFICALLY CALLED FOR OR APPROVED BY THE STRUCTURAL ENGINEER. P. DO NOT RE -BEND ANY BARS WITH A YIELD STRESS OF GREATER THAN 40 KSI. 9. TIMBER A. ALL TIMBER PRODUCTS SHALL BE IN ACCORDANCE WITH THE NATIONAL FOREST PRODUCTS ASSOCIATION, NATIONAL DESIGN SPECIFICATION, LATEST EDITION. B. ALL LUMBER SHALL BE VISUALLY GRADED AND HAVE A MAXIMUM MOISTURE CONTENT OF 19 %. C. FRAMING LUMBER: 2X8 AND LARGER, DOUGLAS FIR - LARCH; ALL ELSE: HEM - FIR IN THE FOLLOWING GRADES: 1.) GENERAL FRAMING: STANDARD AND BETTER OR STUD. 2. STUDS: STUD OR BETTER 3. ) FLOOR JOISTS AND ROOF RAFTERS: NO. 2 OR BETTER. 4.) BEAMS, STRINGERS, POSTS AND TIMBERS: NO. 1 OR BETTER. D. BRIDGING: BRIDGE BETWEEN JOISTS OR RAFTERS WHERE NOMINAL DEPTH - TO- THICKNESS RATIO EXCEEDS 5 WITH BEVEL -CUT DOUBLE- CROSSED WOOD BRACING, OR WITH SOLID BRIDGING 2 " THICK BY DEPTH OF JOIST. END NAIL SOLID BRIDGING TO JOISTS; NAIL BOTH ENDS OF CROSS- BRIDGING. SPACE BRIDGING AS REQUIRED BY CODE. PROVIDE SOLID BLOCKING BETWEEN JOISTS AND RAFTERS AT SUPPORTS. E. STUD WALLS: 1.) FRAME STUD WALLS WITH 2X STUDS @ 16" ON CENTER AS CALLED FOR ON THE DRAWINGS. 2.) PROVIDE A MINIMUM OF 3 STUDS AT CORNERS. 3.) SHIM FOR BEARING ON CONCRETE SUBSTRATES. GROUT WITH 1:3 PORTLAND CEMENT -SAND GROUT FOR FULL BEARING. 4.) WHERE MULTIPLE TOP PLATES ARE CALLED FOR IN THE CONTRACT DOCUMENTS, STAGGER SPLICES AND FACE NAIL PLATES TOGETHER. 5.) PROVIDE STUDS AT OPENING JAMBS AS FOLLOWS: a. 2 STUDS AT OPENINGS LESS THAN 5' -0" WIDE b. 3 STUDS AT OPENINGS BETWEEN 5' -0" AND 8' -0" WIDE c. 4 STUDS MINIMUM AT OPENINGS GREATER THAN 8' -0" WIDE 6.) BEAR OPENING HEADERS ON MULTIPLE JAMB STUDS AS FOLLOWS: a. 1 STUD AT OPENINGS LESS THAN 8' -0" WIDE b. 2 STUDS MINIMUM AT OPENINGS GREATER THAN 8' -0" WIDE 7.) REFER TO DRAWINGS FOR SPECIAL STUD CONDITIONS F. ALL MULTIPLE MEMBER HEADERS, BEAMS AND POSTS MADE FROM FRAMING LUMBER SHALL BE NAILED TOGETHER TO FORM A SINGLE, COMPOSITE UNIT USING NO LESS THAN TWO ROWS OF 16d AT 12" O.C. G. COMPLY WITH MINIMUM STANDARDS FOR FRAMING CONNECTIONS AS SET FORTH IN IBC TABLE NO. 2304. 9. 1 AND AS DETAILED. H. LAMINATED VENEER LUMBER (LVL) AND PARALLEL STRAND LUMBER (PSL): 1.) LVL OR PSL PRODUCTS SHALL BE PLANT FABRICATED IN A CONTINUOUS PRESS WITH ALL GRAIN ORIENTED PARALLEL TO THE LENGTH OF THE MEMBER. 2.) ALL LVL OR PSL PRODUCTS SHALL BE SUBMITTED FOR APPROVAL WITH REFERENCE TO THE APPLICABLE CURRENT NATIONAL EVALUATION REPORT PREPARED BY CABO, OR CURRENT EVALUATION REPORT PREPARED BY ICBO. 3.) LVL MEMBERS SHALL HAVE THE FOLLOWING ALLOWABLE STRESSES: a. FLEXURAL TENSION OR COMPRESSION,......... 2600 PSI b. HORIZONTAL SHEAR. 285 PSI c. COMPRESSION PARALLEL TO GRAIN............ 2460 PSI d. COMPRESSION PERPENDICULAR TO GRAIN........ 750 PSI e. MODULUS OF ELASTICITY ............... 1,800,000 PSI 4.) PSL MEMBERS SHALL HAVE THE FOLLOWING ALLOWABLE STRESSES: a. FLEXURAL TENSION OR COMPRESSION.......... 2900 PSI b. HORIZONTAL SHEAR .......................... 290 PSI c. COMPRESSION PARALLEL TO GRAIN............ 2900 PSI d. COMPRESSION PERPENDICULAR TO GRAIN........ 750 PSI e. MODULUS OF ELASTICITY ............... 2,000,000 PSI I. LAMINATED MEMBER SIZES SHOWN ARE NET; OTHER MEMBER SIZES ARE NOMINAL, J. SOLID WEB I JOISTS: 1.) FLOOR JOISTS SHALL BE PRE° - ENGINEERED SOLID WEB I JOISTS AS MANUFACTURED BY WILLAMETTE INDUSTRIES, INC., TRUS -JOIST MCMILLAN CORP., OR APPROVED EQUIVALENT. RE: PLAN AND DETAILS FOR JOIST SPACING AND DEPTH. MEMBERS SHALL BE FACTORY MANUFACTURED WITH ORIENTED STRAND BOARD (OSB) WEBS, LAMINATED VENEER LUMBER (LVL) OR MACHINE STRESS RATED (MSR) LUMBER FLANGES PER CODE APPROVAL BY ICBO. SUPPLIERS SHALL FURNISH ALL MEMBERS, WEB STIFFENERS, BLOCKING PANELS, END BLOCKS, JOIST HANGERS AND MISCELLANEOUS ACCESSORIES, THE CONTRACTOR IS NOT TO CUT, NOTCH OR OTHERWISE ALTER THE MEMBERS WITHOUT THE WRITTEN PERMISSION OF THE STRUCTURAL ENGINEER AND THE SUPPLIER. K. SHEATHING: 1.) CONFORM TO AMERICAN PLYWOOD ASSOCIATION (APA) DESIGN SPECIFICATION, LATEST EDITION. SHEATHING SHALL BE CONTINUOUS OVER THREE ADJACENT SPANS MINIMUM. 2.) FLOOR SHEATHING: 3/4" THICK TONGUE AND GROOVE APA RATED SHEATHING 32/16, EXPOSURE 1. NAIL TO SUPPORTS WITH 10d @ 6 INCHES O.C. AT ALL PANEL EDGES AND 10d @ 10 INCHES O.C. AT INTERIOR OF PANEL. GLUE FLOOR SHEATHING TO SUPPORTS WITH "TITE -BOND" (OR APPROVED EQUIVALENT). CONSTRUCTION ADHESIVE SHALL MEET APA AFG -01. 3.) ROOF SHEATHING: 5/8" THICK APA RATED SHEATHING 40/20, EXPOSURE 1. NAIL TO SUPPORTS WITH 8d @ 6 INCHES O.C. AT ALL PANEL EDGES AND 8d @ 12 INCHES O.C. AT INTERIOR OF PANEL. 4.) WALL SHEATHING: 1/2" THICK APA RATED SHEATHING, EXPOSURE 1. ORIENT PANELS WITH FACE GRAIN PARALLEL TO WALL STUDS. NAIL TO SUPPORTS WITH 8d @ 6 INCHES O.C. AT ALL PANEL EDGES AND 8d @ 12 INCHES O.C. AT INTERIOR OF PANEL. 5.) REFER TO DRAWINGS FOR SPECIAL SHEATHING OR NAILING REQUIREMENTS, L. ALL TIMBER CONNECTORS SHALL BE "STRONG -TIE" CONNECTORS AS MANUFACTURED BY THE SIMPSON STRONG -TIE CONNECTOR COMPANY. FOLLOW SUPPLIER'S INSTALLATION RECOMMENDATIONS. M. PRE - ENGINEERED ROOF TRUSSES: 1.) SUPPLIER SHALL DESIGN AND FABRICATE TRUSSES TO CARRY LOADS SHOWN ON THE DRAWINGS PER THE LATEST EDITION OF NATIONAL FOREST PRODUCTS ASSOCIATION PUBLICATION, "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, AND THE LATEST EDITION OF THE TRUSS PLATE INSTITUTE PUBLICATION, "DESIGN SPECIFICATION FOR METAL PLATE CONNECTED WOOD TRUSSES ". 2.) SUPPLIER SHALL FURNISH DRAWINGS TO THE ARCHITECT PRIOR TO FABRICATION BEARING THE SEAL OF A PROFESSIONAL ENGINEER ? REGISTERED IN THE STATE OF COLORADO. INCLUDED IN THESE DRAWINGS SHALL BE A PLAN SHOWING THE LOCATION OF THE TRUSSES WITH THE SUPPLIER' S MARK. 3.) NO OPEN JOINTS WHICH DEPEND ON THE STIFFNESS OF THE METAL CONNECTOR PLATE TO TRANSMIT STRESSES WILL BE PERMITTED. 4.) DURING ERECTION, CARE SHALL BE EXERCISED TO KEEP HORIZONTAL BENDING OF THE TRUSSES TO A MINIMUM. EXCESSIVE FLAT -WISE BENDING OF TRUSSES IS NOT PERMISSIBLE, 5.) THE DESIGN AND SUPPLY OF ALL TRUSS -TO -TRUSS CONNECTIONS SHALL BE THE RESPONSIBILITY OF THE TRUSS SUPPLIER. 6.) INCREASE IN ALLOWABLE STRESSES FOR THE DESIGN OF TRUSS MEMBERS AND CONNECTIONS DUE TO DURATION OF LOAD IS NOT PERMITTED. N. INSTALLATION OF PRE - ENGINEERED SYSTEMS: 1.) PRE - ENGINEERED SYSTEMS SHALL BE INSTALLED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. SHOP DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. J.L. Vicle Construction, Inc. 970.476.3082 Structural Enaincer: RE1 Structural 970.748.0711 Dlise Consultant: I�I ►4S rrrrrr+ f 4 r a C Revisions: PI&I "G" 09.03.09: Permit Response � 1 11H 1H 0" r rr a C Revisions: PI&I "G" 09.03.09: Permit Response � 1 11H 1H 0" i 20 CONT KEY DISCONTINUE W.W.F. @ JOINT 1/4" CONSTRUCTION JOINT }j2 "O x "3' -0" SMOOTH DOWEL t� 3'-0" O.C. - COAT ONE END TO PREVENT BOND DISCONTINUE W.W.F. JOINT li i 1 HEAVY HEX NUT STANDARD WASHER T.O. CONC m 11 0" o LU R WASHER N w RE: SCHED 2 j1— �3 SIDES 112E I HEAVY HEX NUT OR STANDARD BOLT HEAD LCNVIN RE: SCHED ANCHOR BOLT SCHEDULE BOLT DIAMETER (0) MINIMUM EMBEDMENT (16 0) HOOK LENGTH PLATE WASHERS DIAMETER THICKNESS (t) W, 10" 3" 2" 1/2" W, 12" 5" 2" 1/2" % 14" 6„ 21' '/2" 1" 16" 7„ 21/2" 1/2" 11/4" 20n 8„ 21/2" 1/2" NOTES: 1. ANCHOR BOLT STEEL GRADE SHALL BE ASTM F1554 GRADE 36 UNLESS NOTED OTHERWISE IN COLUMN BASE PLATE SCHEDULE. 2. REDUCE ANCHOR BOLT EMBEDMENT AS REQUIRED TO SATISFY MINIMUM CONCRETE COVER AT BOTTOM OF FOOTINGS, ETC. - REFER TO GENERAL NOTES FOR ADDITIONAL INFORMATION. 3. THIS TABLE APPLIES ONLY TO ANCHOR BOLTS EMBEDDED IN STRUCTURAL CONCRETE. 4. ALL ANCHOR BOLTS WITH EXTERIOR OR BELOW GRADE EXPOSURE SHALL BE HOT -DIP GALVANIZED. E"'� ANCHOR BOLT SCHED & DTLS rAsl� • � CONSTRUCTION — OR CONTROL JOINT STEEL I / COLUMN Qh PILASTER--, q CONSTRUCTION°' OR CONTROL JOINT ISOLATION JOINT N TYP 0 -r- ]- — PILASTER WALL ASSEMBLY A ASSEMBLY B ASSEMBLY C (2) PCS @ 13/4" (3) PCS. @ 13/4 (4) PCS. @ 13%4" (2) ROWS '/2" BOLTS 0 24 O.C. cli - - I � f C14� a 705 7" WIDE BEAMS SHOULD ONLY 1010 BE USED WHEN LOADS ARE 355 APPLIED TO BOTH SIDES OF THE 380 MEMBERS (TO MINIMIZE ROTATION). MULTIPLE ASSEMBLY MAXIMUM UNIFORM LOAD APPLIED TO OUTSIDE BM (PLF) (2) ROWSi 16d COMMON WIRE 0 12" O.C. (3) {3 WS 16d COMMON WIRE 0 12" O.C. (2) ROWS '/2" BOLTS 0 24 O.C. (2) ROWS '/2* BOLTS 12 O.C. A 470 705 503 1010 B(3) 355 530 380 760 C(4) - - 340 680 � w NOTES: 1. BOLTS ARE A307 -36. BOLT HOLES = SAME DIAMETER AS BOLT. 2. USE WASHERS @ HEAD & NUT. 3. USE (3) ROWS OF NAILS FOR BEAMS > 12" NOMINAL. FN MULTI --PLY BEAM CQNNECTM ).02/ NOT TO SCALE T.O.W. RE: PLAN & DETAILS I-Elp. ITS i M 2' -0" N TYP r CL 2 �e 6 ♦ ` 1 i'�►»l© f r --- (2) #5x F_ RE: DTLS FOR TOP & BOTTOM REINF - TYP T.O.W. RE: PLAN & DETAILS I, (2) #5x 2 -0 2' -0" #4x TO MATCH FTG LONG REINF WHERE SPECIFIED CLR =2 x DIAMETER OF THE LARGEST HOLE (MIN) 1/3 DEPTH 1/3 DEPTH o Q - ALLOWED HOLE ZONE p 1%3 DEPTH ( °O a 00 ( ( o 1/3 SPAN = MIDDLE 1/3 SPAN 1/3 SPAN (NO H HOLES (NO HOLES OW ALLOWED) NOTE: 1. THE ALLOWED HOLE ZONE IN THIS CHART IS SUITABLE FOR UNIFORMLY LOADED HEADERS; FOR OTHER LOAD CONDITIONS, CONTACT STRUCTURAL ENGINEER. 2, RECTANGULAR HOLES NOT ALLOWED. 3. HOLES IN CANTILEVERS REQUIRE ADDITIONAL ANALYSIS. i I e. HEADER MAXIMUM ROUND DEPTH HOLE SIZE 43/8„ 1" 51/2" 13/411 71/4" THROUGH 18" 2" am crn r 1i it rr i♦ � NOTES: 1. CORNER BAR SIZE TO MATCH PRIMARY HORIZ REINF. 3/4" = l' -O" BLOCK TIGHT @ EA SIDE OF BEAM WOOD BEAM N RE: PLAN SHIM FOR FULL BRG W/ PLYWOOD SHIMS 'OST M RE: PLAN III • i J.L. Vide Construction, Inc. 970.476.3082 Structural Engineer: REI Structural 970.748.0711 Misc Consultant: Seal "G" 09.03.09: Permit Response i lil ,k'i 2009 VAg Inc Axchituts & Plsnnerc .8 am � w "G" 09.03.09: Permit Response i lil ,k'i 2009 VAg Inc Axchituts & Plsnnerc \. "PLYWOOD" SHEATHING TO BE APA-RATED SHEATH [NO. RE: GENERAL N07 ES FOR ADDITIONAL INFORMATION. 2. PLYWOOD SHEATHING NAILS T0 BE CONNON, 3. AT PLYWOOD SHEATHING, USE SCHEDULED NAILS @ 12" U.C� FOR F[ELD NAILING 4. ALL PLYWOOD SHEATHING TO BE BACKED WITH 2" NOMINAL OR WIDER MEMBER. 5, WHERE PLYWOOD lS USED ON BOTH FACES' PANEL JOINTS SHALL BE OFFSET T0 FALL ON DIFFERENT FRAMING MEMBERS. G. NAlLS @ GYPSUM BOARD SHEATHING T0 BE 6d COOLER OR Gd WALL BOARD NAILS. 7. AT GYPSUM 888RD^ FIELD NAILING IS T0 MATCH PANEL EDGE Nk[LlNG. /\ \ SHEAR WALL SCHEDULE � \ ~]| |LM�\ WALL BOUNDARY POST DER SIMPSON CATALOG BOLT PER SIMPSON CATALOG OR CTOR'S OPTION BUILDING EPDXIED HOLD- DOWN ALTERNAIE, STRUCTURAL WALL SCHEDULE FASTENER STUDS MATERIAL EDGES TYPE/SPACING � MARK STUD SPACING MARK STUD SPACING NOT ALLOWED MARK STUD SPACING MARK STUD SPACING SHEATHING MARK SHEATHING EDGE NAILING BLOCKED? REQD PLF CONN @ FOUNDATION CONN @ FLOOR ABOVE CONN @ FRAMING BELOW DRIVE PINS @ STEEL BEAM MARK HOLD-DOWN EACH END UPLIFT CAPACITY (LBS) BOUNDARY POST REMARKS SHEAR WALL KEY z ILIOLD-DOWN STUD �'��INDICATES DIFFERENT SPACING OLD-DOWN @ EA END LEFI- HOLD- DOWN) (3=RIGH' HOLD-DOWN) 1 SIMPSON MSTC28 W/ (16) 16d SINKERS 1200 (2) ST LIDS CLEAR SPAN -- 16" MAX IUDS 3 I SIMPSON ST 'DIO 3730 (2) STUDS 5 SIMPSON HDU14 14390 (3) STUDS \. "PLYWOOD" SHEATHING TO BE APA-RATED SHEATH [NO. RE: GENERAL N07 ES FOR ADDITIONAL INFORMATION. 2. PLYWOOD SHEATHING NAILS T0 BE CONNON, 3. AT PLYWOOD SHEATHING, USE SCHEDULED NAILS @ 12" U.C� FOR F[ELD NAILING 4. ALL PLYWOOD SHEATHING TO BE BACKED WITH 2" NOMINAL OR WIDER MEMBER. 5, WHERE PLYWOOD lS USED ON BOTH FACES' PANEL JOINTS SHALL BE OFFSET T0 FALL ON DIFFERENT FRAMING MEMBERS. G. NAlLS @ GYPSUM BOARD SHEATHING T0 BE 6d COOLER OR Gd WALL BOARD NAILS. 7. AT GYPSUM 888RD^ FIELD NAILING IS T0 MATCH PANEL EDGE Nk[LlNG. /\ \ SHEAR WALL SCHEDULE � \ ~]| |LM�\ WALL BOUNDARY POST DER SIMPSON CATALOG BOLT PER SIMPSON CATALOG OR CTOR'S OPTION NOTES: 1�R��D ROD 0B[A30MATERIAL 2. EPDXY TO BE S|MPS0N SET HIGH STRENCTH EPDXY, 3UBS1:1TUT|0N EPDXY MUST HAVE |C8O APPROVAL FOR LOADS 0EN IN TABLE. 3. INSTALL RODS PER hNNUFACTURER'S |NSTRUCT|ONS, EPDXIED HOLD-DOWN ALT 1 1/2 " = 1'-0" BUILDING EPDXIED HOLD- DOWN ALTERNAIE, BLOCKED FASTENER MATERIAL EDGES TYPE/SPACING � Co � � � NOT ALLOWED NOTES: 1�R��D ROD 0B[A30MATERIAL 2. EPDXY TO BE S|MPS0N SET HIGH STRENCTH EPDXY, 3UBS1:1TUT|0N EPDXY MUST HAVE |C8O APPROVAL FOR LOADS 0EN IN TABLE. 3. INSTALL RODS PER hNNUFACTURER'S |NSTRUCT|ONS, EPDXIED HOLD-DOWN ALT 1 1/2 " = 1'-0" "A " & "B" FOR BOUNDARY POST & HOLD-DOWN. SHEAR WALL `� PRE-ENGINEERED SIP WALL BY OTHERS SIP SHEAR WALLS @ CORNER ^ 8. ALL GYPSUM BOARD PANEL EDGES SHALL BE BLOCKED WHEN 'HE SHEAR WALL LENGTHS ARE LESS THAN: 5'-4" FOR 8-O" T6LL; O'-O" FOR 0'-0" TALL: 0'-8" FOR 10' _O" TALL 9. BLOCKING @ GYPSUM BOARD PANEL EDGES SHALL BE THE SAME SIZE AS THE STUDS. 10. STAGGER ALL VERTICAL GYPSUM BOARD PANEL EDGES @ ADJACENT COURSES. 11, WALLS ARE CALLED 0UT ON THE FLOOR PLAN ABOVE / l[ 1ST FLOOR SHEAR0ALLS ARE CALLED OUT ON 2ND FLOOR PLAN), 12. CONNECT SHEAR PANELS DIRECTLY T0 STUDS. 13. BLOCKING @ PANEL EDGES SHALL CONSIST OF 3x3 M[N{NUM LUMBER PLACED FLAT AGAINST FACE OF SHEATHING W/ ADJOINING PLYWOOD EDGES BEING NAILED PER [DG[ NAILING R[UU|REWENTS. 14. RE: ARCH FOR REMAINDER OF WALL COMPOSITION. 15. RE: D[T6[L3 THl3 SHEET FOR TYPICAL C0NNECTlONS Al TUP AND BOTTOM OF SHEAR WALLS. 0CAT,0 #4 REB AREA - mmn/mn TWO POUR |NSTN 1 IF 2x (T'� STRAP HOLD-DOV '��o - 903 NO SCALE � �o u | � �| x SHEAR @ EA [N CONNECT ~ RE: S( 80CS/Z SHD\THiN THK & N IF ONE L 5PEC|RB @ ETH[F M-FACHBOUNDARY POST 02xWy 18d NAILS PER SCHEDULE BOUNDARY POST - USE LAR6ER BOUNDARY HOLD-DOWN OF SHEAR WALL "A" & "B" FOR BOUNDARY POST & HOLD-DOWN, SHEAR WALL "A" PRE-ENGINEERED SIP WALL BY OTHERS SIP SHEAR WALL @ TYPICAL 2x SHEAR WALL 3/4^ = 1'-O^ SHEAR WALL BOUNDARY P( EAR WALL SCHEDULE SC [�RE: S,?EAR W. DU"L E SHEAR WALL BOUNDARY POST NAILS CALLED OUT A SCHED ARE �AL FOR STRAP (EXCLUDING CLR EN 1H) � __j SHEAR WALL ABOVE C) 1 1/2^ = 1'-O" (D EDGE NAILING (2) FIELD NAILING O0 PANEL EDGE T0 BLOCK|NS OR BEAMS �� BOUNDARY NAILING HORIZ DIAPHRAGM SCHEDULE BUILDING SHEATHING BLOCKED FASTENER MATERIAL EDGES TYPE/SPACING � Co � � � SHEAFHING ATTACH 2x TO BOUNDARY POST V/ "A " & "B" FOR BOUNDARY POST & HOLD-DOWN. SHEAR WALL `� PRE-ENGINEERED SIP WALL BY OTHERS SIP SHEAR WALLS @ CORNER ^ 8. ALL GYPSUM BOARD PANEL EDGES SHALL BE BLOCKED WHEN 'HE SHEAR WALL LENGTHS ARE LESS THAN: 5'-4" FOR 8-O" T6LL; O'-O" FOR 0'-0" TALL: 0'-8" FOR 10' _O" TALL 9. BLOCKING @ GYPSUM BOARD PANEL EDGES SHALL BE THE SAME SIZE AS THE STUDS. 10. STAGGER ALL VERTICAL GYPSUM BOARD PANEL EDGES @ ADJACENT COURSES. 11, WALLS ARE CALLED 0UT ON THE FLOOR PLAN ABOVE / l[ 1ST FLOOR SHEAR0ALLS ARE CALLED OUT ON 2ND FLOOR PLAN), 12. CONNECT SHEAR PANELS DIRECTLY T0 STUDS. 13. BLOCKING @ PANEL EDGES SHALL CONSIST OF 3x3 M[N{NUM LUMBER PLACED FLAT AGAINST FACE OF SHEATHING W/ ADJOINING PLYWOOD EDGES BEING NAILED PER [DG[ NAILING R[UU|REWENTS. 14. RE: ARCH FOR REMAINDER OF WALL COMPOSITION. 15. RE: D[T6[L3 THl3 SHEET FOR TYPICAL C0NNECTlONS Al TUP AND BOTTOM OF SHEAR WALLS. 0CAT,0 #4 REB AREA - mmn/mn TWO POUR |NSTN 1 IF 2x (T'� STRAP HOLD-DOV '��o - 903 NO SCALE � �o u | � �| x SHEAR @ EA [N CONNECT ~ RE: S( 80CS/Z SHD\THiN THK & N IF ONE L 5PEC|RB @ ETH[F M-FACHBOUNDARY POST 02xWy 18d NAILS PER SCHEDULE BOUNDARY POST - USE LAR6ER BOUNDARY HOLD-DOWN OF SHEAR WALL "A" & "B" FOR BOUNDARY POST & HOLD-DOWN, SHEAR WALL "A" PRE-ENGINEERED SIP WALL BY OTHERS SIP SHEAR WALL @ TYPICAL 2x SHEAR WALL 3/4^ = 1'-O^ SHEAR WALL BOUNDARY P( EAR WALL SCHEDULE SC [�RE: S,?EAR W. DU"L E SHEAR WALL BOUNDARY POST NAILS CALLED OUT A SCHED ARE �AL FOR STRAP (EXCLUDING CLR EN 1H) � __j SHEAR WALL ABOVE C) 1 1/2^ = 1'-O" (D EDGE NAILING (2) FIELD NAILING O0 PANEL EDGE T0 BLOCK|NS OR BEAMS �� BOUNDARY NAILING HORIZ DIAPHRAGM SCHEDULE BUILDING SHEATHING BLOCKED FASTENER MATERIAL EDGES TYPE/SPACING SHEAFHING 3. N/A 0ML0 ��Vicle Construction, Inc. _ 970.476.3082 R8I0t,nobm,p} 970.748.0711 Njisc Consultant: _ Seal "G" 09.03.09: Permit Response SHEAR WALL DETAILS so "G" 09.03.09: Permit Response SHEAR WALL DETAILS . I SIP PANEL FULL I 0 48" T.O. PLYWOOD MMI SIP WE SHEAR WALL @ TRUSS BRG FULL DEPTH BLOCK ABOVE SHEAR WALL CONNECT BLOCKING TO TOP R OF SHEAR WALL - RE: SCHED TRUSS MADUDAt'll ki IL114V T AS SHOWN ;HEAR WALL SHEAR WALL BACKSPAN SIP PANEL n IMMIXnUM NAILING I RE: PLAN OSITION BLOCKING AS SHOWN � EDGE OF SHEAR WALL ODDER RAFTER -q L SHEAR WALL� ONNECT BLOCKING TO TOP R F SHEAR WALL PER SCHED (3) 2X6 11/2 F "\ FOUNDATION \� �.04 1 1/2#0 = 1' -0" DIAPHRAGM EDGE NAILING A_----2x BRACING (FIRST TRUSS SP) @ 4'-0" O.C. - TYP DESIGN EA TRUSS FOR DRAG A---'FORCE OF 1200 Ibs - BY MFR + + CONN TRUSS TO SHEAR WALL TOP R - RE: A/SO.03 W601011K,7111" T.O. PLYWOOD SIP WALL - RE n[ADUDAMI NAILING AN ABOVE %LL BLOCKING TO F SHEAR WALL 'HED VAg, Inc. j.L. vicie t-oustrucuton, me. 970.476.3082 Structural Engineer: REI Structural 970.748.0711 raise Consultant: Revisions: Z� A 11G" 09.03.09: Permit Response 4w 40 rt Revisions: Z� A 11G" 09.03.09: Permit Response T cli tn ^E o | In | - n � | | � _ | � 4-f4 7. 41'-6Y2'] CL J2'-3" 12 12 C, CD SLOPE DNN. I T.O.C.=7913'-O"l T.O.C.=7912'-6" ____ [_ ' _1 | -- -- /\ ! | | U | ^ 4-r | ' ��.=lU-U | | ou.n�12-o MARK FOOTING SIZE REINFORCING REMARKS NOTES: 1. CENTER SPREAD FOOTING ON COLUMN, GRADE BEAM, OR FOUNDATION WALL UNLESS NOTED OTHERWISE ON PLAN. 2. WHERE LONG DIRECTION BARS ARE SPECIFIED, POSITION THIS LAYER CLOSEST TO BOTTOM OF FOOTING. POST SCHEDU(E MARK SIZE MARK SIZE <> (2) 2x6 DF#2 (4) 13/4"x5l/2" LVL (4) 2x6 DF#2 HSS3x3x3/16 am mo|Ux 1. PROVIDE A MINIMUM OF STUDS @ EACH B[NW SUPPORT IF NO POST IS DESIGNATED. 2. CUTTING AND NOTCHING OF 3TUCTURAL POST NOT ALLOWED BOTTOM OF POST POST CONTINUES TOP OF POST THRU FLOOR � Q � POST SCHEDULE 1 TYP 16dCOMWON NAILS° SEE NOTE2 DIMENSIONAL LUMBER 1. FOR DIMENSIONAL LUMBER STUD PACKS NAILING SHOWN IS FOR EACH PLY 2. STUD PACK WAY BE SUBSTITUTED FOR POST SIZE CALLED OUT; MATCH LUMBER GRADE. I PROVIDE TYPICAL SHEATHING NAILING TO EVERY OTHER STUD. 9 �0 T ' _ � �� 1'-1j" m | __ ---(S FOUNDATION PLAN � | 1. A WA LE IL 3SURE = 25UO P 2. SLAB-ON-GRADE SHALL BE 4 INCH THICK NORMAL WEIGHT CONCH8Z J. REINFORCE SLAB-ON-GRADE WITH FLAT SHEETS OF W.W.F. 0x0/02.1xW2,1 CENTERED IN SLAB 4. LOCATE SLAB-ON-GRADE CONTROL AND CONSTRUCTION JOINTS TO CREATE APPROXIMATELY SQUARE PANELS MEASURING LESS THAN 200 SQUARE FEET IN | | AREA, LOCATE JOINTS ON COLUMN CENTERLINES WHERE POSSIBLE. 5. TOP OF CONCRETE SLAB ELEVATION NOTED THUS: T.O.C. ON PLAN. G. TOP OF WALL ELEVATION INDICATED THUS' T.O.W. = XX'-X" ON PLAN, ^ BOW =XXj-X'� 7. BOTTOM OF WALL ELEVATION INDICATED THUS: ON PLAN. O. CENTER FOOTINGS UNDER WALLS UNLESS DIMENSIONED OTHERWISE ON PLAN. O . FOOTING TYPE INDICATED THU5' ON PLAN. RE' SCHEDULE ON THIS SHEET FOR ADDITIONAL INFORMATION, 10. STEP IN BOTTOM OF WALL INDICATED 7H N PLAN. 11. STEP IN TOP OF WALL INDICATED THU3:---4 ON PLAN. 12. POST 3|2[S INDICATED THUS: <X> ON PLAN. RE: SCHEDULE ON THIS SHEET FOR PU3J SIZES. ~� �3. CONTRACTOR SHALL VERIFY AND NNND\N 48~ FROST DEPTH TO BOTTOM OF FOOTINGS. 14. ALL EXTERIOR WALLS ARE D" THICK, U.N.O. ALL INTERIOR WALLS ARE 5V" THICK, U.N.D. 15. ALL WALL FOOTINGS ARE 1'-4" WIDE x 12" THICK, U.N.O. acism u.,unt-wmncuton,xc. _ 970.478.3882 Structural En2ineer: RDIStrucuoul 970.748.0711 Mie Consultant -- am G. �0 T ' _ � �� 1'-1j" m | __ ---(S FOUNDATION PLAN � | 1. A WA LE IL 3SURE = 25UO P 2. SLAB-ON-GRADE SHALL BE 4 INCH THICK NORMAL WEIGHT CONCH8Z J. REINFORCE SLAB-ON-GRADE WITH FLAT SHEETS OF W.W.F. 0x0/02.1xW2,1 CENTERED IN SLAB 4. LOCATE SLAB-ON-GRADE CONTROL AND CONSTRUCTION JOINTS TO CREATE APPROXIMATELY SQUARE PANELS MEASURING LESS THAN 200 SQUARE FEET IN | | AREA, LOCATE JOINTS ON COLUMN CENTERLINES WHERE POSSIBLE. 5. TOP OF CONCRETE SLAB ELEVATION NOTED THUS: T.O.C. ON PLAN. G. TOP OF WALL ELEVATION INDICATED THUS' T.O.W. = XX'-X" ON PLAN, ^ BOW =XXj-X'� 7. BOTTOM OF WALL ELEVATION INDICATED THUS: ON PLAN. O. CENTER FOOTINGS UNDER WALLS UNLESS DIMENSIONED OTHERWISE ON PLAN. O . FOOTING TYPE INDICATED THU5' ON PLAN. RE' SCHEDULE ON THIS SHEET FOR ADDITIONAL INFORMATION, 10. STEP IN BOTTOM OF WALL INDICATED 7H N PLAN. 11. STEP IN TOP OF WALL INDICATED THU3:---4 ON PLAN. 12. POST 3|2[S INDICATED THUS: <X> ON PLAN. RE: SCHEDULE ON THIS SHEET FOR PU3J SIZES. ~� �3. CONTRACTOR SHALL VERIFY AND NNND\N 48~ FROST DEPTH TO BOTTOM OF FOOTINGS. 14. ALL EXTERIOR WALLS ARE D" THICK, U.N.O. ALL INTERIOR WALLS ARE 5V" THICK, U.N.D. 15. ALL WALL FOOTINGS ARE 1'-4" WIDE x 12" THICK, U.N.O. acism u.,unt-wmncuton,xc. _ 970.478.3882 Structural En2ineer: RDIStrucuoul 970.748.0711 Mie Consultant -- Coa: I "GII 09.03.09: Permit Response I I NO& I S2*01 am Coa: I "GII 09.03.09: Permit Response I I NO& I S2*01 a I cal I N O I N %c) I i) cp 1 32' -3" 6' -4" 8' -2" 16' -2" +l..O r.> 00 r5 n L OPENING WIDTH 7 RE: ARCH `� • • e ADER - RE: SCHEDULE FOR SIZE IMMER STUDS + KING(S) @ HEADER RE: SCHEDULE WALL HEADER AN6 JAMB SCHEDULE HEADER SIZE HEADER & JAMB KEY ��M--A��R..K,, G) 12" DEEP S.I.P. �1 ( B ' S 51 - /2 " TJINSULATED HDR # OF KING STUDS REQUIRED 1 71/4" TJ- INSULATED HDR {5} 13/4 "x51/2" LVL HEADER # OF TRIMMER STUDS D 91/2" TJ- INSULATED HDR EXAMPLE: REQUIRED �E 117/8" TJ- INSULATED HDR 10 812 = 51/" TJ- INSULATED HEADER W/ {1) DFJ2 TRIMMERS 5j (2) 13/4"61/'" LVL 11 8x8 DF # 1 AND (2) DF #2 KINGS (3) 13/4 "x51/2" LVL NOTE: 1. ALL TRIMMERS & KINGS SHALL BE DF #2 WITH WIDTH TO MATCH WALL. HEADER SCHEDULE 0 NO SCALE 1we! 1o' Y ' I I I I I F�L .QR FRAMING NQTES: 1. FLOOR DESIGN CRITERIA: DL = 25psf LL = 40psf LL DEFL = L/480 2. ALL FLOOR JOISTS ARE 11 7/8" TJI -110 AT 16" 0. C. U.N.O. 3. ALL WOOD BEAMS ARE DF #1 UNLESS NOTED OTHERWISE 4. FLOOR SHEATHING IS 3/4" APA RATED SHEATHING. SPAN INDICATED:-:- - 5. ALL EXTERIOR WALLS SHALL BE 61/2" STRUCTURAL INSULATED PANELS (S.I,P.) 6. INDICATES LOW ROOF. 7. SHEAR WALLS INDICATED THUS: ON PLAN RE: DETAIL A /SO,03 FOR ADDITIONAL INFORMATION. wx —xx 8. (2D INDICATES WINDOW /DOOR HEADER. RE: SCHEDULE THIS SHEET. B� am NU I Lb: 1. PROVIDE A MINIMUM OF (2) STUDS @ EACH BEAM SUPPORT IF NO POST IS DESIGNATED. 2. CUTTING AND NOTCHING OF STUCTURAL POST NOT ALLOWED �Q C\ Q El BOTTOM OF POST POST CONTINUES TOP OF POST THRU FLOOR n ~O % s SCALE X11/2" TYP a N • 16d COMMON NAILS - SEE NOTE 2 DIMENSION& LUMBER 1. FOR DIMENSIONAL LUMBER STUD PACKS, NAILING SHOWN IS FOR EACH PLY 2. STUD PACK MAY BE SUBSTITUTED FOR POST SIZE CALLED OUT; MATCH LUMBER GRADE. 3. PROVIDE TYPICAL SHEATHING NAILING TO EVERY OTHER STUD. Bi3 E3A AL • r J.L. Vicle Construction, Inc. 970.476.3082 Structural Engineer: RRI Structural 970.748.0711 Misc Consultant: I POST SCHEDULE MARK SIZE .. MARK SIZE �1 ( (2) 2x6 DF #2 I (4) 13/4 "x51/2" LVL (3) 2x6 DF #2 urAr {5} 13/4 "x51/2" LVL (4) 2x6 DF #2 HSS3x3x3 /36 � (5) 2x6 DF #2 10 6x6 DF #1 5j (2) 13/4"61/'" LVL 11 8x8 DF # 1 (3) 13/4 "x51/2" LVL 12 51/4x7 PSL NU I Lb: 1. PROVIDE A MINIMUM OF (2) STUDS @ EACH BEAM SUPPORT IF NO POST IS DESIGNATED. 2. CUTTING AND NOTCHING OF STUCTURAL POST NOT ALLOWED �Q C\ Q El BOTTOM OF POST POST CONTINUES TOP OF POST THRU FLOOR n ~O % s SCALE X11/2" TYP a N • 16d COMMON NAILS - SEE NOTE 2 DIMENSION& LUMBER 1. FOR DIMENSIONAL LUMBER STUD PACKS, NAILING SHOWN IS FOR EACH PLY 2. STUD PACK MAY BE SUBSTITUTED FOR POST SIZE CALLED OUT; MATCH LUMBER GRADE. 3. PROVIDE TYPICAL SHEATHING NAILING TO EVERY OTHER STUD. Bi3 E3A AL • r J.L. Vicle Construction, Inc. 970.476.3082 Structural Engineer: RRI Structural 970.748.0711 Misc Consultant: I N .. r urAr �1 I I Revisions: P Rik AA& "G" 09.03,09: Permit Response 0 I N n O N O N if ? I 0 i 32'-31) 6' -4" 8' -2" 16' -2'$ 1' -7" B „ L OPENING WIDTH RE: ARCH " 11020 ADER M RE: SCHEDULE FOR SIZE WALL HEADER AND JAMB SCHEDULE MARK HEADER HEADER & JAMB KEY B � # OF KING STUDS REQUIRED HEADER 4 OF TRIMMER STUDS EXAMPLE: REQUIRED 812 = 51/ " TJ— INSULATED HEADER ((2) D�TRS AND42 KINGS .� 12" DEEP S.I.P. B 51/2" TJ— INSULATED HDR • 71/x" TJ— INSULATED HDR D 91/2" TJ— INSULATED HDR 117/," TJ— INSULATED HDR IMMER STUDS + KING(S) @ HEADER RE: SCHEDULE NOTE: 1. ALL TRIMMERS & KINGS SHALL BE DF #2 WITH WIDTH TO MATCH WALL. NO WSCALE RCAF TRUSS DESIGN CRITERIA NOTIES 1. DESIGN TRUSS :-'S AND RELATED CONNECTIONS FOR THE FOLLOWING LOADS: TOP CHORD DEAD LOAD w AT TYPIC L ROOFS: 15 PSF TOP CHORD DEAD LOAD — BELOW OV RFRAMED ROOFS: ........ 20 PSF TOP CHORDI LIVE LOAD: ......... ....................... 80 PSF BOTTOM CHORD DEAD LOAD : .............................. 10 PSF BOTTOM CHORD LIVE LOAD: .............................. 20 PSF 2. LIMIT LIVE LOAD VERTICAL DEFLECTION OF TRUSSES TO SPAN /360. LIMIT TOTAL LOAD VERTICAL DEFLECTION OF TRUSSES TO SPAN /240. 3. GENERAL CONTRACTOR SHALL COORDINATE ALL MECHANICAL DUCTWORK ROUTING THROUGH TRUSS WEB MEMBERS. 4. LOAD DURATION FACTOR SHALL EQUAL 1.0 FOR TRUSS DESIGN UNDER SNOW LOAD CONDITIONS =I ' - A ,5 .21 Ii 0, O I S5.2t i I � I i I � I \ I \ I \ I \ I \ ( I I I B f 55.21 I I _ I 0 6 I �v �r ---A@ ROOF PLAN L 1. DL = 25psf, Pf = 100psf, Ps e 80psf (4:12 AND GREATER) 2. ALL RAFTER TAILS SHALL BE 2x8 BUILT INTEGRAL WITH THE ROOF TRUSSES. 3. ALL LADDER RAFTERS SHALL BE 2x8 DF #1 @ 24” O.C. 4. ROOF SHEATHING SHALL BE 5/8" APA RATED 40/20 PER GENERAL NOTES SHEET SO.01. 5 ALL EXTERIOR WALLS SHALL BE 61/2" STRUCTURAL INSULATED PANELS (S.I.P.), U.N.O. 6. SHEAR WALLS INDICATED THUS: ON PLAN. RE: DETAIL A /SO.03 FOR ADDITIONAL INFORMATION. wx -xx 7. WINDOW /DOOR HEADER BELOW INDICATED THUS: ( &X ON PLAN. RE: SCHEDULE THIS SHEET FOR ADDITIONAL INFORMATION. 8. INDICATES AREAS OF OVERFRAMING WITH PERPENDICULAR TRUSSES. 1 .w J.L. Vicle Construction, Inc. 970.476.3082 Structural En2incer: REI Structural 970.748.0711 Mise Consultant: -04 E "G" 09.03,09: Permit Response II m oii M 1 1'1 S2*21 D 2009 VA91- Archiwa, &Plan m 1 +rr • i i +1� -04 E "G" 09.03,09: Permit Response II m oii M 1 1'1 S2*21 D 2009 VA91- Archiwa, &Plan m SIP BRG WALL _ - SIP BRG WALL 55.11 C 2009 VA91.c Auhiwcts & Phmws BOUNDARY NAILING TYP ROOF SHEATHING- T.O. W T cG w �i CONT SUBFASCIA--' RAFTER TAIL 12 RE: ARCH F OVERI P.E.T. RE: F wpm lka, I SIP WALL & SHEATHING RE: PLAN FOR ADDITIONAL INFORMATION RE: J/S5.21 PSON CC66 POST - RE: PLAN PSON CC86 vn EAVE BEAM RE: PLAN FULL HEIGHT BLOCKING SIMPSON H2.5 @ EA RAFTER DROPPED BEAM RE: PLAN SUBFASCIA RE: PU INVERTED LSSU HAN, SIMPSON WALL PLAT A A SIMPSON H2,5 @ EA RAFTER (LOCKING HEIGHT BLOCKING SHEATHING 3PAN TRUSS TED SIMPSON HANGER 'R RAFTER - RE: PLAN ON H2,5 @ EA RAFTER )IAGONAL BRACE ON COIL STRAP W/ --TURN EA END 24" 3TUDS @ 24" O.C. 'ABLE WALL P.E.T.) J""\ PORCH ROOF DORMER K PORCH 3/4 = l'-O' ).21J 3 /4' 1 '-0" V5.21J " SIMPSON CC88 8x POST N RE: PLAN A A ADDITIONAL INFORMATION [RE' B/S5.21 RE: ARCH LOW R 5.2t/ 3/4" = 1'-0- 3x8 LEDGER 3x RAFTER RE: PLAN SIMPSON U36 FACE MOUNT HANGER W/ SLOPED SEAT FOR ADDITIONAL INFORMATION /S ROE: =A/S5,21" L 10 (3) #12X81/2- SCREWS @ 16" O.C. SIP WALL 3TUDS @ 24" O.C. 'ABLE WALL P.E.T.) 'ON MSTC28 'R TRUSS 9 24" LOWS #120" SCREWS O.C. A I -�A ll.�� ISS 131F 11MLL (X 011UM11111V RE: PLAN ^^,KING TOGETHER W/ (4) 16d LED 2x6 II? ?AFTERS - RE: PLAN OE-NAIL TO P- NG AND BRIDGING JSS SUPPLIER 'G WALL ,- D BEAM RE: PLAN J.L. Vicle Construction, InC. 970.476.3082 Structural Lngineer. "G11 09.03.09: Permit Response 09031 1) APPROXIMATELY 1` T0 2' OF SNOW ON LOT AT TIME OF FIELD WORK. THERE MAY BE FEATURES THAT EXIST THAT WERE NOT VISIBLE. 2) TITLE COMMITMENT USED PROVIDED BY: LAND TITLE GUARANTEE CO. ORDER N0. YS250309 3) BASIS OF BEARINGS FOR THIS MAP IS THE LINE CONNECTING THE MONUMENTS FOUND AT THE SOUTHWEST CORNER LOT 3, BLOCK D AND THE SOUTH CORNER LOT 4' BLOCK C BEING 3 88'25'O2" W. 4) PROJECT BENCHMARK IS MH 040 IN THE INTERSECTION OF THE NORTH FRONTAGE ROAD AND AROSA DRIVE |NY=7886.07 R}W=7801.18 5) LOT D' BLOCK C. VA|L RIDGE DOES NOT LIE WITHIN A FLOOD 80UNDARY, LOT 8 IS IN ZONE C i OF MINIMAL FLOODING) ACCORDING T0 FLOOD INSURANCE RATE MAP COMMUNITY - PANEL NUMBER 080054 001 B (F[MA) 6) ALL UTILITIES SHOWN HEREON WERE FIELD LOCATED BY THEIR RESPECTIVE COMPANIES, PEAK LAND CONSULTANTS. INC. ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE LOCATIONS / |\ SHOWN FOR ADDITIONAL UTILITIES NOT SH0WN, ALL UTILITY LOCATIONS SHOULD BE FIELD VERIFIED PRIOR TO C0N3TRUCT|0N, 7940.1 — M NOTICE: According to Colorado low you must oornrn*noo any legal ontkxn boeod upon any defect in this survey within three years after you first discover such defect, In no event` may any action booed upon any defect in this survey be commenced more than ten years from the dote of the certification shown hereon. CTV PEDESTAL (TYPICAL) Al ar, SEWER MANHOLE SWH038 ___-~~ N/AI------ �y�tI------ ��/{2`--____ ��]2" R|M ELE\( = 7918.3 7g052 }�� ''"`E°' (S") EL=, - ~__-~ .� ��/ ��-~- / �v �FW YV ^�~ /� / ^ ~ �^^ UNDERGROUND GAS LINE A1 �u`' (TYPICAL) g �.. /� �V�--'- �� , w4 ' ~� - _~ SCALE: 1* == 1O' �~'^��' ' '� DATE OF TOPOGRAPHY: 12/4/97 LOT 21 SURVEYOR'S CERTIFICATE ^^ CURVE DELTA RADIUS ARC TANGENT 1, BRENT BIGGS, PROFESSIONAL LAND SURVEYOR REGISTERED UND THE LAWS 0F THE STATE OF COLORADO, D0 HEREBY CERTIFY THAT THIS TOPOGRAPHIC MAP WAS MADE BY ME AND UNDER MY SUPERVISION, AND THAT THE MAP IS ACCURATE AND ^' o w CORRECT T0 THE BEST OF WY KNOWLEDGE. �~� �� . = " =� .~~ �_ ~°�^=� ��°�� . ,� C2 51 3 6'00" 78.43 70.63 37.91 � DATE: � 'PT001 COLORADO &Ql VIE PLS.Nu 27598 OR & ON BEHALF OF PEAK LAND CONSULTANTS, INC. D CONSULTANTS, INC, PH:(970)476o644 1000 LIONS RWGE LOOP VAIL, CO 81657 9Y SERVICE ' Al Is,' x ' ` 7904.7 FIRE HYDRANT / � ~ _~ Gr%%T-A CALCULATION6- UFFER LE\../;,=-L UNIT A UNIT 5 'V VV J"a'v GRFA CALCULATION6 - MAIN LEVEL GfRFA - UNIT A �Main Level - -163 eq Ft pper Level - 553 5q Ft 0) V I C;-D Ltffe, 993 -A- v GRPA - UNIT E3 Main Level - IaO sci f Upper Level- 003 scl Ft (J)17t) GREA - VAULTED CEILING Ak30yr= lgo' CEILING AT 11-Y UNIT A - 315 sq ft ,UNIT 5 - 342 sq Ft CTOTAL ALLOWED GFRFA- &,(Bll 50 FT UNIT A 4,140.60 rq Ft UNIT NIT E3 4'4'8' + sc� t PROPOETCD _. TOTAL GRr-A UNIT A- 1-9ro1 sQ ft TOTAL GRFA UNIT 5 - 2,005 sq Ft • C 0 0M C 0 V 00 --am IN] L, k d&L VAg, Inc. Architects & Planners Post Office Box 1734 Vail CO 81658.1734 (970) 949.7034 fax, (970) 949.8134 email: gencral*vagarchitects.coin 90 Benchmark Road Suite 202 Avon, CO 81620 J.L. Viele Construction, Inc. 970.476.3082 Civil En K in-r- - Misc Consultant: Seal Revisions: Z2\ ZL Issue Dates: "D"07.27.09 DRB Submittal "E"07.31.09 DRB Update Sheet Title: Project No: 2910.00 Sheet No: 11 AM Revisions: Z2\ ZL Issue Dates: "D"07.27.09 DRB Submittal "E"07.31.09 DRB Update Sheet Title: Project No: 2910.00 Sheet No: 11 4-8.1 N Ld _7 0 ---------- --------- N zl' ............... --------------- --------- -------- PEDESTAL (T PICAL) 'y I SEWER MANHOLE SMH038 IrAr JrAT-- jrAr. RlikI �LEV. = 7918,3 rs _ #,Af— rAr— WAT VAT t- IrAT__� 110 INVERT (SW) ELEV. 7905,2 SCALE: I 10' C INVERT (SE) ELEV, 7905.0 DATE OF TOPOGRAPHY: 12/4/970 FJROP INVE.RT (5W) 7913,2 VAT k SEW_--- SEW L',NIIDERGROUMD GAS LINE Sgw_f f/ SEW I At 0 C2 SEW 4w *4,p. AS SEK Ell UNDERG,'POUND WATER LINE Z IF 5w 7922.8 CAS---- rAS OAS— (TYPIC.AQ cas SEW---- 7916.3 -5ANITARY 5E-PvjCE LINE SEW--- EDGE 9 -0 Srff7l� , , 1 7 SEW lks�T .0 ��Ag_� 14� i — WATER SHUT-OFF OAS 00-000 VALVE hm SEWER IMANHOLE SMH0,36 ,,,.*• � 7911.4 *4P 55w R!M, ELEV, = 7933,,4, rvf---- SEW Ile INVERT (SW' ELEV. = 7923,3- I _::B� S 15,� OP INVERT (NE-) ELEV. 7923.1 \Z:�j 7_1 OAS aw 66 Om IN, NCF<ETE t— N ik 6TREA J., utl —*7 3�Y GAS F AiN�� '11'�� 11, FIN �A� _W DF �O ND 5EMEJ>�E ool 1 ��!907.4 LU coop, EO - % , N, ET5ACK co4 OAS 7r 7 > f h �e x, of j V A, X (P Uj .01 CIA D.5* AS V3 0/1J 0 ❑ LOT 0 0.417 ACRES Ul Uj X IN, FENCE N, - L QR x G ip L AT INLET X WADE)Lj L------ - WATER `V L VE (TYPICAL) Q5 tK 8 14214 UJALL cill �K I AT ION L GHT FIXTURE 7 (C U)ALL (Ca ICED �,�\ 7g s p\/�AT _Lj� I E yf:n MODERATE HAZARD C)E5fRI5 FLOW 0 www'm 40 17 r- C\ r- 1 -r A r% A r�N I I I f• A r-% /\ -T- A k I /*N r- 1, 1 -r- r 1- " ' " 5 IT I =-�F �LA N 111 = 10'-0" 3__1,' LIMITS OF D15TRUBANGE PINES ALL EXISTING TREES IN511DE LIMITS OF r-)IeTRUBANCE TO BE PROTECTED DURING 0ON5TfRUC,TiON LOT 21 TOWN OF VAIL Ffz,10t,1 FL PINE LIMITS OF DISTRU15ANGE ALL EXISTING Ti;;-:'EE6 INSIDE LIMITS or DI& Tp _U5ANCE TO tD ->URING BE FROTECTE- GON&TRUC.TION f if WN 0N L j Y F, F J '7UT EL01ATI i0l SjRJMp<_, SNOW 5TORAGE -135 5a FT (30% OF 2450 60 FT) A - 143 60 FT 5 - 133 60 FT C - 4113 60 FT D - 103 50 FT TOTAL - a4S 5Q FT 1 LIGHT FIXTURES TRASH CAN ENCLOSURE f=>RELIMINARY GRADING PLAN- FINAL GRADING AND F->RAINGE E3Y F:1EAK LANE) SURVEYING ■ X[Agqv _L� Inc. Architects & Planners Post Office Box 1734 Vail CO 81658.1734 (970) 949.7034 fax: (970) 949.8134 email: gcneral*vagarchitects.com 90 Benchmark Road Suite 202 JL Vicle Construction, Inc. 970.4763082 Civil Zng!!►Ccr. Misc Consultant Seal M. 40 "M Revisions: Ai 08.04.09 Z� Issue Dates: A." 06.22.2009: DRB Submitt: "C" 07.22.09: Progress Set W' 07.27.09: DRB Submittal "E" 07.31.09: DRB Update Sheet Title: Project No: 2910.00 Sheet No: L• T F EV FLOOD t 'het C, -f _Y TIHEIR 'K[SFPF'(_'TM-_ COMPAK!i"_`, PEAK f-` BiL �Y F,)R THE A%('�LJ1rR,,NC1 0r LO-CATIONS _-'h) L0GMhJ,S HK L E 1-'L V IF' y f �v-ased or any _,)n hl 4-8.1 N Ld _7 0 ---------- --------- N zl' ............... --------------- --------- -------- PEDESTAL (T PICAL) 'y I SEWER MANHOLE SMH038 IrAr JrAT-- jrAr. RlikI �LEV. = 7918,3 rs _ #,Af— rAr— WAT VAT t- IrAT__� 110 INVERT (SW) ELEV. 7905,2 SCALE: I 10' C INVERT (SE) ELEV, 7905.0 DATE OF TOPOGRAPHY: 12/4/970 FJROP INVE.RT (5W) 7913,2 VAT k SEW_--- SEW L',NIIDERGROUMD GAS LINE Sgw_f f/ SEW I At 0 C2 SEW 4w *4,p. AS SEK Ell UNDERG,'POUND WATER LINE Z IF 5w 7922.8 CAS---- rAS OAS— (TYPIC.AQ cas SEW---- 7916.3 -5ANITARY 5E-PvjCE LINE SEW--- EDGE 9 -0 Srff7l� , , 1 7 SEW lks�T .0 ��Ag_� 14� i — WATER SHUT-OFF OAS 00-000 VALVE hm SEWER IMANHOLE SMH0,36 ,,,.*• � 7911.4 *4P 55w R!M, ELEV, = 7933,,4, rvf---- SEW Ile INVERT (SW' ELEV. = 7923,3- I _::B� S 15,� OP INVERT (NE-) ELEV. 7923.1 \Z:�j 7_1 OAS aw 66 Om IN, NCF<ETE t— N ik 6TREA J., utl —*7 3�Y GAS F AiN�� '11'�� 11, FIN �A� _W DF �O ND 5EMEJ>�E ool 1 ��!907.4 LU coop, EO - % , N, ET5ACK co4 OAS 7r 7 > f h �e x, of j V A, X (P Uj .01 CIA D.5* AS V3 0/1J 0 ❑ LOT 0 0.417 ACRES Ul Uj X IN, FENCE N, - L QR x G ip L AT INLET X WADE)Lj L------ - WATER `V L VE (TYPICAL) Q5 tK 8 14214 UJALL cill �K I AT ION L GHT FIXTURE 7 (C U)ALL (Ca ICED �,�\ 7g s p\/�AT _Lj� I E yf:n MODERATE HAZARD C)E5fRI5 FLOW 0 www'm 40 17 r- C\ r- 1 -r A r% A r�N I I I f• A r-% /\ -T- A k I /*N r- 1, 1 -r- r 1- " ' " 5 IT I =-�F �LA N 111 = 10'-0" 3__1,' LIMITS OF D15TRUBANGE PINES ALL EXISTING TREES IN511DE LIMITS OF r-)IeTRUBANCE TO BE PROTECTED DURING 0ON5TfRUC,TiON LOT 21 TOWN OF VAIL Ffz,10t,1 FL PINE LIMITS OF DISTRU15ANGE ALL EXISTING Ti;;-:'EE6 INSIDE LIMITS or DI& Tp _U5ANCE TO tD ->URING BE FROTECTE- GON&TRUC.TION f if WN 0N L j Y F, F J '7UT EL01ATI i0l SjRJMp<_, SNOW 5TORAGE -135 5a FT (30% OF 2450 60 FT) A - 143 60 FT 5 - 133 60 FT C - 4113 60 FT D - 103 50 FT TOTAL - a4S 5Q FT 1 LIGHT FIXTURES TRASH CAN ENCLOSURE f=>RELIMINARY GRADING PLAN- FINAL GRADING AND F->RAINGE E3Y F:1EAK LANE) SURVEYING ■ X[Agqv _L� Inc. Architects & Planners Post Office Box 1734 Vail CO 81658.1734 (970) 949.7034 fax: (970) 949.8134 email: gcneral*vagarchitects.com 90 Benchmark Road Suite 202 JL Vicle Construction, Inc. 970.4763082 Civil Zng!!►Ccr. Misc Consultant Seal M. 40 "M Revisions: Ai 08.04.09 Z� Issue Dates: A." 06.22.2009: DRB Submitt: "C" 07.22.09: Progress Set W' 07.27.09: DRB Submittal "E" 07.31.09: DRB Update Sheet Title: Project No: 2910.00 Sheet No: L• N0 0 04 AD Em . ........ C'4 CV TR EL +104'-4w LINE DE-ELOC A50) # Fv T I L b 1, W W, i II � a F I I authorised � i z'e" d—+ o"—p"r event " o' 'c'c"u'p -a,n, c y-o,, r, -u, s-e -of * a structure where in violatiop of this code or of any other ordinances of this jurisdiction. PLANS EXAMINER: DATE: L?�� KAY FLAN WE WE WE VAg, In e. Architects & Planners Post Office Box 1734 Vail CO 81658.1734 (970) 949.7034 fax: (970) 949.8134 email: gencral@vagarchW7ttects.com 90 Benchmark Road Suite 202 Avon, CO 81620 J.L. Vicle Construction, Inc. 970.476.3082 Civil Fng!necr• Asc Consultant: a Offil SCALE: 114" = V-O" Project No: 2910.00 Sheet No: A2*1 M VAg In, Axbka" & Plam Is T/O AVY-10" .311'-4" b 1, W W, i II � a F I I authorised � i z'e" d—+ o"—p"r event " o' 'c'c"u'p -a,n, c y-o,, r, -u, s-e -of * a structure where in violatiop of this code or of any other ordinances of this jurisdiction. PLANS EXAMINER: DATE: L?�� KAY FLAN WE WE WE VAg, In e. Architects & Planners Post Office Box 1734 Vail CO 81658.1734 (970) 949.7034 fax: (970) 949.8134 email: gencral@vagarchW7ttects.com 90 Benchmark Road Suite 202 Avon, CO 81620 J.L. Vicle Construction, Inc. 970.476.3082 Civil Fng!necr• Asc Consultant: a Offil SCALE: 114" = V-O" Project No: 2910.00 Sheet No: A2*1 M VAg In, Axbka" & Plam Is