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Home My WebLink AboutB07-0091 PlansProperty Line INDEX OF DRAWINGS 1 - Site Layout, Vicinity Map, General Notes 2 4-Unit Main Level Plan .. 3 4 -Unit Upper Level Plan 4 4 -Unit Roof Plan 5 4 -Unit Front Elevation, 4 -Unit Back Elevation 6 4 -Unit Left Side Elevation, 4 -Unit Right Side Elevation 7 3 -Unit Main Level Plan 8 3 -Unit Upper Level Plan 9 3 -Unit Roof Plan, Bracket Detail 10 3 -Unit Front Elevation, 3 -Unit Back Elevation 1'I 3- Unit-Left Side Elevation, 3-Unit Right Side Elevation, Meter Enclosure Detail 12 2 -Unit Main Level Plan, 2 -Unit Upper Level Plan 13 2 -Unit Roof Plan, Garage Door Elevation 14 2 -Unit Front Elevation, 2 -Unit Back Elevation, 2-Unit Left Side Elevation, 2 -Unit Right Side Elevation 15 Garage Door, Window, Roof Fascia, Stucco Details 15 Scope of Work, Material Specifications, Trash. Enclosure 17 Condominium Map GENERAL NOTES c s Open Space Alternate to Repair Existing Sidewalk Damage Af open,Y . t AIAO Provide Positive Drainage Away from All Buildings, Typ. Meadow Drive Protect and /or Replace Landscaping as Required, Typ. Branches Behind Building H il LAYOUT N i>« Building layout taken from information shown on the Mountain Meadow Condominiums — Phase 1, Phase 11, and Phase III Condominium Plats surveyed by J.W. Johnson; R.L.S. and filed with the Town of Vail; Colorado on February 28,1979, July 19, 1979 and December 27, 1979 respectively. 'rOWN OF V `IV STAFF DESIGN , 07: 8 : _ . The Contractor is to visit the site, verify existing conditions and familiarize himself with all work. In the event of discrepancies between the drawings and existing conditions, notify the Architect immediately. The drawings include schematic representations of the as-built conditions of the existing buildings and site. All Contractors shall field verify the accuracy of the information indicated on the plans, shall allow for any such discrepancies discovered in preparation of bids and /or performance of the work, and shall notify the Architect immediately upon discovery of such discrepancy. Do not scale drawings to determine dimensions. Field verify all site dimensions and conditions. Report any and all discrepancies to the Architect. Dimensions to existing materials are to the finished or exposed face unless otherwise noted. Dimensions to new materials or construction are to the face of new structural members, not to face of finish, unless otherwise noted. Dimensions followed by a + can vary slightly to accommodate field conditions. Dimensions not so marked shall be accurately followed. All Contractors shall verify all dimensions shown on the drawings and 'report any error or discrepancies to the Architect prior to commencing with the work. The Contractor and Subcontractors shall perform all work in accordance with all applicable codes, ordinances, standards and regulations in effect within 30 days prior to commencement of the work. This includes the 2003 Edition of the International Building Code along with Town of Vail modifications to that code,. as well as state and local codes. in case of conflict between regulations, the most stringent shall . apply. (0-4 All work shall be constructed in a workmanlike manner and be plumb, level, proper fit, true to line; and shall be of first class quality. If the plans, site conditions, or existing building conditions prohibit first onow class satisfactory work and /or limit warranty or performance of the work, or should discrepancies within the construction documents compromise quality of the work; the Contractor or Subcontractor shall immediately notify the Architect to resolve the issue prior to proceeding with the work. The existing residences will be occupied during construction. Work shall be done in a manner to minimize disturbance to the buildings and their occupants. Access to unit interiors and interference with CIO building occupancy shall not occur unless first receiving permission from and coordinating with the property manager. Maintain such safeguards as necessary to protect persons and property from injury, loss, or damage. Demolition shall occur in an orderly, careful manner to protect and minimize damage to existing work scheduled to remain. Any damage to work that is to remain shall be repaired by the Contractor at no additional cost to the Owner. The Contractor shall remove from the site and dispose of all demolition materials, debris and rubbish as soon as practicable. The buildings and grounds shall be kept clean and fee of debris at all times. All safety precautions during the construction process are the responsibility of the Contractor. The Contractor is responsible for the health and safety of his employees, agents, subcontractors and their employees and other persons on the worksite. The Contractor is responsible for the protection and preservation of the work, all materials and equipment to be incorporated, the worksite and the. r surrounding area. The Contractor shall take'all necessary and reasonable precautions and actions to 9 protect all such persons and property. The crawl space mechanical system and heat tape electrical system to be designed by the Contractor, required Subcontractor or other consultants approved by the Architect and Owner. Verify proposed systems with the Architect and Owner. Structural Engineering Services are being - provided by Tim Boyle of Boyle Engineering, Inc., 970 -4 2170 fax 970- 476 -4383 Notify Architect immediatel when structural uestions or concerns ar' y q ise on the jobsite. The Architect assumes no responsibility for errors, omissions and applicable code requirements of consultants. The Architect assumes no responsibility for utility coordination, care of adjacent p - aaeies, performance specifications and the components of construction safety; nor for the Contractor "s failure to> i carry out the work in accordance with the construction documents.. The investigation of hazardous materials is beyond the scope of these Architectural Services. The Owner shall be responsible for all existing hazards on the property; and for the discovery, presence, handling, removal or disposal of or exposure of persons to hazardous materials, waste or substances in any form on the property, including, but not limited to, asbestos, asbestos products, mold, etc. Ownership and possession of the original Architectural Drawings shall remain that of the Architect. Reproducible copies will be provided at the Owner's request and expense. These Drawings are not to be used on other projects except on agreement in writing and with appropriate compensation t Architect. VE 0 9 20007 V 11 il 11 4-UNIT MAIN LEVEL PLAN 1/410=11-Y I I Seven 4-Unit Buildings, all similar, but not identical. Field verify differences. These Include: Building A — Units 1, 2, 3 & 4 Building B — Units 6, 6,7& 8 Building E — Units 15, 16,17 & 18 Building F — Units 19,20,21 & 22 Building H — Units 26, 26, 27 & 28 Building I — Units 29, 30, 31 & 32 Building J — Units 33, 34, 35 & 36 GENERAL BUILIDNG PLAN NOTES Building plan layouts are for graphic illustration purposes only. Building'penmeters were determined from limited field measuring and information shown on the Mountain Meadow Condominiums — Phase 1, Phase 11, and Phase III Condominium Plats surveyed by J.W. Johnson, R.L.S. and filed with the Town of Vail, Colorado on February 28, 1979, July 19, 1979 and December 27, 1979 respectively. In the event of questions regarding the work or discrepancies in the drawings, notify Architects immediately. Do not proceed with work until all such questions and/or discrepancies have been fully resolved. Q z u C C W,, 4 -UNIT UPPER LEVEL PLAN Seven 4 -Unit Buildings, all similar, but not identical. Field verify differences. These include: Building A.— Units 1, 2, 3 & 4 Building B — Units 5, 6,7& 8 Building E -- Units 15,16,17 & 18 Building F — Units 19, 20, 21 & 22 Building H — Units 25, 26, 27 & 28 Building I — Units 29, 30, 31 & 32 Building J -- Units 33, 34, 35 & 36 ,,'GENE ` PL NOTES I Building plan layouts are for graphic illustration purposes only. Building perimeters were determined from limited field measuring and information shown on the Mountain Meadow Condominiums — Phase 1, Phase 11, and Phase 111 Condominium Plats surveyed by J.W. Johnson, R.L.S. and filed with the Town of Vail, Colorado on February 28, 1979, July 19, 1979 and December 27, 1979 respectively. In the event of questions regarding the work or discrepancies in the drawings, notify Architects immediately. Do not proceed with work until all such questions and/or discrepancies have been fully resolved. D J 5 7 ri ME a I I d Liasua wl 1/4)1=1 1-031 Seven 4-Unit Buildings, all similar, but not identical. Field verify differences. These Include: Building A — Units 1, 2, 3 & 4 Building B — Units 5, 6,7& 8 Building E — Units 16, 16,17 & 18 Building F — Units 19, 20, 21 & 22 Building H — Units 25, 26, 27 & 28 Building I — Units 29, 30, 31 & 32 Building J — Units 33, 34, 35 & 36 GENERAL ROOF PLAN NOTES Roof plan layouts are for graphic illustration purposes only. Roof plans were determined from limited field measuring and information shown on the Mountain Meadow Condominiums — Phase 1, Phase 11, and Phase III Condominium Plats surveyed by J.W. Johnson, R.L.S. and filed with the Town of Vail, Colorado on February 28, 1979, July 19, 1979 and' December 27, 1979 respectively. In the event of questions regarding the work or discrepancies in the drawings, notify Architects immediately. Do not proceed with work until all such questions and/or 'discrepancies have been fully resolved. IN% ut Flashing Where erminates at Wall, Typ. Z 6 4 I 7 0 1JY1111- DESIGN REVIEVV STAFF APPROVAL 0 - 7 DIN, C11 Gutter Gutter Dark Stucco Raised Trim Light Stucco Elyz.-�11 Dark Stucco Trim Band Stone Cap Thin Stone Veneer M� 110=3 LWL Light Stucco Replace Light Fixture Dark Stucco 4-UNIT BACK ELEVATION 1/4f1=jf_011 Seven 4-Unit Buildings, all similar, but not identical. Field verify differences. These include: Building A - Units 1, 2, 3 & 4 Building B - Units 5, 6, 7& 8 Building E - Units 15, 16,17 & 18 Building F - Units 19, 20, 21 & 22 Building H - Units 25, 26, 27 & 28 Building I - Units 29, 30, 31 & 32 Building J - Units 33, 34, 35 & 36 Metal Chimney Cap Thin Stone Veneer Light Stucco Dark Stucco I Trim Band Seven 4 -Unit Buildings, all similar, but not identical. Field verify differences. These include: Building A' Units 1, 2, 3 & 4 Building H - Units 26, 26, 27 & 28 Building B - Units 6, 6, 7& 8 Building I - Units 29, 30, 31 & 32 Building E - Units 16, 16, 17 & 1 Units Building J - U its 33, 34, 35 & 36 Building F - Units 19, 20, 21 & 22 Composition Shingles Dark Stucco Composition Shingles Dark Stucco Fiber Cement Fascia Light Stucco _1 ------ Raised Trim Meta. Chimney CaP Dark Stucco Raised Trim Dark Stucc6 Roof Overhang Extension N VA Dark Stucco Protect or Replace Existing Bench, Typ. Dark Stucco' Dark Stucco 4 ,GENERAL ELEVATION NOTES Building elevations are for graphic illustration purposes only. Elevations were determined from limited field measuring and information shown on the Mountain Meadow Condominiums - Phase 1, Phase 11, and Phase III Condominium Plats surveyed by J.W. Johnson, R.L.S. and filed with the Town of Vail, Colorado on February 28, 1979, July 19, 1979 and December 27, 1979 respectively. In the event of questions regarding the work or discrepancies in the drawings, notify Architects immediately. Do not proceed with work until all such questions and/or discrepancies have been fully resolved. Dark Stucco Raised Trim & _-A Light Stucco, Light Stucco Light Stucco 10 1. 1 T_ 11 /V E V i EIVv _FAFF APPROAfAl, 0 E� Thin Stone Veneer 3".B 15 4-UNIT MID ENTRY RIGHT WALL 1/411=1 1-011 Seven +!UnIt Buildings, all similar, but not identicat. Field verify differences. 4-UNIT MID BACK PATIO DOOR 1/411=11-0ff Seven 4-Unit Buildings, all similar, but not identical. Field verify differences. E) Veneer Ilya 4-UNIT LEFT SIDE ELEVATION 1/411=11-011 Seven 4-Unit Buildings, all similar, but.not Identical. Field verify differences. 4-UNIT RIGHTSIDE ELEVATION Seven 4-Unit Buildings, all similar, but not. identical. Field verify differences. These Include: Building A — Units 1, 2, 3 & 4 Build! ' ng B — Units 6, 6, 7& 8 Building E — Units 16,16,17 & 18 Building F — Units 19, 20, 21 & Building H — Units 26, 26, 27 & 28 Building I — Units 29, 30, 31 & 32 Building J — Units 33, 34, 36 & 36 4 74 GENERAL ELEVATION NOTES Building elevations are for graphic illustration purposes only. Elevations were determined from limited field measuring and information shown on the Mountain Meadow Condominiums — Phase 1, Phase 11, and Phase III Condominium Plats surveyed by J.W. Johnson, R.L.S. and filed with the Town of Vail, Colorado on February 28, 1979, July 19, 1979 and December 27, 1979 respectively. In the event of questions regarding the work or discrepancies in the drawings, notify Architects immediately. Do not proceed with work until all such questions and/or ,discrepancies have been fully resolved. R E o-7 9 �k �. 4 _V11, 1 Mete 5ricim U 3-UNIT MAIN LEVEL PLAN 1/411=11-011 Two 3-Unit Buildings, one as shown other is similar but opposite hand. These include.: Building C — Units 9, 10, & 11 Building D — Units 12,13 & 14 similar Veneer GENERAL BUILIDNG PLAN -NOTES Building plan layouti are for graphic illustration purposes only. Building perimeters were determined from limited field measuring and informatiop, shown on the Mountain Meadow Condominiums — Phase 1, Phase 11, and Phase'fll Condominium Plats surveyed by JW Johnson, R.L.S. and filed with the Town ofVail, Colorado on February 28, 1979, July 19, 1979 and December 27, 1979 respectively. In the event of questions regarding the work or discrepancies in the drawings, notify Architects immediately. Do not proceed with work until all such questions and/or' discrepancies have been fully resolved. A� L 3-UNIT UPPER LEVEL PLAN Two 3-Unit Buildings, one as shown other Is similar but opposite hand. These Include: Building C — Units 9, 10, & 11 Building 0 — Units 12,13 & 14 similar t A�w AL BUILIDNG PLAN NOTES Building plan layouts are for graphic illustration purposes only. Building perimeters were determined from limited field measuring and information shown on the Mountain Meadow Condominiums — Phase 1, Phase 11, and Phase fil Condominium Plats surveyed by J.W. Johnson, R.L.S. and filed with the Town of Vail, Colorado on February 28, 1979, July 19, 1979 and December 27, 1979 respectively. In the event of questions regarding the work or discrepancies in the drawings, noti Architects immediately. Do not proceed with work until all such questions and/or discrepancies have been fully resolved. Wrap Shed Roof to Meter Enclosure M i ^ __ .4 ^ # _r- _.- ^ 1^11 / -1. 142 �Ilk 1 /4" - 1' -O Two 3-Unit Buildings, one as shown other is s imilar but opposite hand. These include: Building C — Units 9, 10, & 11 Building D — Units 12,13 & 14 similar Gutter i GENERAL ROOF PLAN NOTES Roof plan layouts are for graphic illustration purposes only. Roof plans were determined from limited field measuring and information shown on the Mountain Meadow Condominiums — Phase 1, Phase 11, and Phase 111 Condominium Plats surveyed by J.W. Johnson, R.L.S. and filed with the Town of Vail, Colorado on February 28, 1979, July 19, 1979 and December 27, 1979 respectively. In the event of questions regarding the work or discrepancies in the drawings, notify Architects immediately. Do not proceed with work until all such questions and/or ,discrepancies have been fully resolved. 2 x 10 Ledger, 3/8" 0 x 5" Lags @ Each Stud, Typ. 2x10 @ 24 O.C. 3 0 x 10" Lag x 6 Doug Fir #1, Bevel Edge :4-ln V, Typical 0 x 7" Lag x 6 Doug Fir #1 4 x 6 Doug Fir #1 I ----- 0 x.1 0" Lag — 3 - W 0 x 8" Lags Bevel End —4-2x6 0� C c; N' 40F VArt S! G fA! R EV I Elhl KAT (3 B_ 511 - 0 - 71 , BRACKET DETAIL 3/4 O p li p 1 � I 1 1 1 11111 Peel/Langenwalter Architect Mountain Meadow CondominiUMS David Mark Peel, A.I.A. Kathy Langenwalter, A.I.A. Mou E P.O. Box 1202 Vail, Colorado 81658 680 0 M xte ri rior Alterations Tele 970-476-4506 Fax 970-476-4576 date 2-26-07 Xt 4 W eadow Drive, East Vail project Tow n o c Town Vail, Colorado drawn H_ 9 sheet of F IF Light Stucco Dark Stucco Dark Stucco Raised Trim: • Light Stucco Trim Band . X Ml L Composition Shingles Mi W 5111 WF-AW 11 • IBM Thin Stone Veneer Composition Shingles: Fiber Cement Fascia 4A Light Stucco 15 - Dark Stucco Trim Band W__A u 1 4D 15 Two 3-Unit Buildings, one as shown other is similar but 3-UNIT FRONT ELEVATION 1/4 opposite hand. These include: Building C — Units 9, 10, & 11 Building D — Units 12,13 & 14 similar Composition Shingles Light ... ....... Stuccb i i 14 1 i Metal Chimney Cap Dark Stucco Composition Shingles Light Stucco Dark Stucco Raised Trim Dark Stucco Trim Band Dark Stucco 1 Dark Si6c6o 1 Dark Stucco ff_-�Nffizm Mu Ni l N111�1 11�1 Dark Stucco Stucco Composition Shingles Fiber Cement Fascia Dark Stucco M Dark Stucco Raised Light Stucco I Dark Stucco' I W Install Privacy Fence, Stabilize with Benches Either Side, Match Existing 3-UNIT BACK ELEVATION 1/4 =1 -0 11 I .qrfl: Two 3 -Unit Buildings, one as shown. otheris similar but opposite hand. These include: Building C — Units 9, 10, & 11 Building D — Units 12,13 & 14 similar 8 - Bracket' Dark Stucco-Band Stone Cap Thin Stone Veneer Stucco Trim Band - Wrap Stucco Over 2 x 10 Stucco Trim Band - Wrap Stucco Over 2 x 10 GENERAL ELEVATION NOTES Building elevations are for graphic illustration purposes only. Elevations were determined from limited field measuring and information shown on the Mountain Meadow Condominiums — Phase 1, Phase 11, and Phase III Condominium F 'k Plats surveyed by J.W. Johnson, R.L.S. and filed with the Town of Vail, Colorado on February 28, 1979, July 19, 1979 and December 27, 1979 respectively. f1"�_`--k3tA1, REVUIN - A FIF j" PPRUIJAL In the event of questions regarding the or discrepancies in the drawings, notify PA Architects immediately. Do not proceed with work until all such questions and/or - 7 discrepancies have been fully resolved. Light Stucco 0 91 i_ cn LL co A --1" Fiber Cement (F.C.) Fascia on W Spacer New Swivel Hasp New Door Hinges --- 314" x 3%" F.C. Trim G Door Openings 6116" F.C, Penel Siding on Doors - -7116" x 3W F.C. Plank Trim Overlay G Doors Stucco on New _ % 1 ' Plywood Sheathing —Remove Siding, Extend Framing to 6" Above Lower Edge of Adjacent Material V x 5 /2" F.C. Plank Trim - Fiber Cement Fa; ... _ _..,___ - . _. _ .. . 3 -UNIT MID ENTRY RIGHT WALL 1/411=11 Two 3 -0nit Buildings, one as shown other is similar but .opposite hand. These include: Building C -- Units 9, 10, & 11 Building D - Units 12,13 & 14 similar Line of Existing,, . Bottom. Dark Stucco a • , leneer Dark Stucco i C METER ENCLOSURE PLAN P CORNER DETAIL 3-UNIT LEFT SIDE ELEVATION 1/411 -1f_0 Two 3 -Unit Buildings, one as shown other is similar but opposite hand. These include: Building C - Units 9, 10, & 11 Building D -- Units 12,13 & 14 similar 3-UNIT RIGHT SIDE ELEVATION 1/4f 11 -0#} Two 3 -Unit Buildings, one. as shown other is similar but opposite hand. These include: Building C - Units 9, 10, & 11 : Building D - Units 12, 13 & 14 similar �2 4 \i' , p ft 6 ATIO I 4 Building elevations are for graphic illustration purposes only. Elevations were determined from limited field measuring and information shown on the Mountain Meadow Condominiums - Phase 1, Phase Il, and Phase III Condominium Plats surveyed by J.W. Johnson, R.L.S. and filed with the Town of Vail, Colorado on February 28, 1979, July 19, 1979 and December 27, 1979 respectively. In the event of questions regarding the work or discrepancies in the drawings, notify Architects immediately. Do not proceed with work until all such questions and/or Idiscrepancies have been fully resolved. r A ' f "'� 'a 3 4 • N -0 f - 2-UNIT MAIN LEVEL PLAN 1/411=11-011 One 2-Unit Building: Building G — Units 23 & 14. u C 0 I Nvul F1 2" UNIT UPPER LEVEL PLAN 1/4VV=j#_01V One 2-Unit Building: Building G — Units 23 & 24. �GENERAL BUILIDNG PLAN NOTES Building plan layouts are for graphic illustration purposes only. Building perimeters were determined from limited field measuring and information shown on the Mountain Meadow Condominiums — Phase 1, Phase 11, and Phase III Condominium Plats surveyed by*J.W. Johnson, R.L.S. and filed with the Town of Vail, Colorado on February 28, 1979, July 19, 1979 and December 27, 1979 respectively. In the event of questions regarding the work or discrepancies, in the drawings, notify Architects immediately. Do not proceed with work until all such questions and/or discrepancies have been fully resolved. ii 7/16" x 5 Y2" Fiber Cement Trim, Smooth Typ. @ Top and Sides 7/16" x 3 2" Fiber Cement Trim, Smooth 7/16" x 3 Y2 Fiber Cement Trim, Smooth Smooth Flush Garage Door 7/16" x 7 % " Fiber Cement Trim, Smooth l f-'l =wmeja g I am I EN z ay. Gutter 2-UNIT ROOF PLAN One 2-Unit Building: Building G — Units 23 & 24. 11GENERAL ROOF PLAN NOTES Roof plan layouts are for graphic illustration purposes only. Roof plans were determined from limited field measuring and information shown on the Mountain Meadow Condominiums — Phase 1, Phase 11, and. Phase III Condominium Plats surveyed by J.W. Johnson, R.L.S. and filed with the Town of Vail., Colorado on February 28, 1979, July 19, 1979 and Decemher 27, 1.979 respectively. In the event of questions regarding the work or discrepancies in the drawings, notify Architects immediately. Do not proceed with work until all ! uch questions and/or discrepancies have been fully resolved. 1/4 1 1-01) 0 7 11-1 , ViRd"L. V', 11 asking Where nates at Wall, Typ. Iv- I A 1a 2 -UNIT LEFT SIDE ELEVATION 1/4 11 -ot+ 3 One 2 -Unit Building: Building G — Units 23 & 24. Light Stucco 2 -UNIT RIGHT SIDE ELEVATION One 2-Unit Building: Building G -- Units 23 & 24. PU Light Stucco i nin o[une verieei Stone Sill Extend Meter Enclosure. Dark Stucco To Window Jamb Raised Trim i nin zaone veneer Light Stucco/ 0 Composition Shingles Light Stucco• Dark Stucco Belly Band Light Stucco. Dark Stucco Trim Band Q 0 4Alm Light Stucco ' 15 .r Dark'Stucco Fiber Cement Fascia Raised Trim Replace g...- Light Fixture Stucco Dark Stucco .. .......... .... ... - Trim Band - . DarkStucco __.._ ........_ .....__....._ :.__ _._.._..____ .. �..__. __..... _.......__._ ........_w..__. . i "hin Stone Veneer 4D t 2 -UNIT FRONT ELEVATION 1/4w1= 1V -o 3 One 2 -Unit Building: Building G — Units 23 & 24. Metal Chimney Cap Light Stucco 2 -UNIT BACK ELEVATION One 2 -Unit Building: Building G — Units 23 & 24: GENERAL ELEVATION NOTES Building elevations are for graphic illustration purposes only. Elevations were determined from limited field measuring and information shown on the Mountain Meadow Condominiums -- Phase 1, Phase 11, and Pha; ),e III Condominium Plats surveyed by J.W. Johnson, R.L.S. and filed with the Town of Vail, Colorado on February 28, 9979, July 10, 9979 and December 27, 1979 respectively. In the event of questions regarding the work or discrepancies in the drawings, notify Architects immediately. Do not proceed with work until all such questions and/or discrepancies have been fully resolved. Light Stucco Dark Stucco Trim Band Stone Cap Thin Stone Veneer fi Composition Shingles Fiber Cement Fascia . Light Stucco _I WEEMM 4 r l Dark Stucco ' Raised Trim 4C 15 Dark Stucco Belly Band Dark Stucco Light Stucco Replace Light Fixture E Dark Stucco Raised Trim Light Stucco Stone Cap Beam End Tiffin Stone Veneer A - -HEAD stucco on vveatner Kesistive tiarrier Existing Header Wrap Raised Stucco Trim @ 2 x 6 Metal Flashing New Cedar 2 x, Smooth 4 Sides Garage Door Garage Door New Cedar 2 x, Smooth 4 Sides Caulk Between Wood & Stucco Wrap Raised Stucco Trim @ 2 x 4 Stucco Weather Resistive Barrier Existing Wall Construction Garage Door New Cedar 2 x Smooth 4 Sides Caulk Between Wood & Stone Thin Stone Veneer Weather Resistive Barrier Existing Wall Construction . A RAKE FASCIA Existing 2 x 10 Roof Framing Blow-in Fiberglas Insulation Smart Vapor Barrier 1 1/2" Rigid Insulation 5/8" Roof Sheathing -Modified Bitumen 3Q Year Composition Shingles Metal Drip Edge 1"x 5 '1" Fiber Cement Shadow Board 2 x 4 Nailer 2 x 10 Nailer 2 - 2 x 4 Spacers 1"x 7 Y4" Fiber Cement Fascia Stucco Weather Resistive Barrier Existing Wall Sheathing to Remain Except Where Replacement is Required Existing Wall Construction Existing 2 x 10 Roof Framing Smart Vapor Barrier Blow-in Fiberglas Insulation 1 1/2" Rigid I nsulation —4. C -JAMB@STONE. GARAGE DOOR DETAILS 11/211=11_011 Note: Field Verity Cedar 2 x Width Required for Each Building Existing 2 x 10 Roof Framing with 5/8" Roof Sheathing, Modified Bitumen, 30 Year Composition Shingles Insulation per Specifications Metal Drip Edge I" x 6 W Fiber Cement Shadow Board 2 x 4 Nailer 2 x 10 Nailer 2 - 2 x 4 Spacers I" x 7 Y4" Fiber Cement Fascia Weather Resistive Barrier - Wrap Raised Stucco Trim @ 2 x I Caulk Between Window & Stucco - Existing Header .Existing Window A HEAD CLOSE TO SAVE Field Verify Locations with Architect HEAD WINDOW DETAI 7 1 A T A W ;M e w fi wilm C ..JAMB @STUCCO Stucco Weather Resistive Barrier Existing Header Slope Top Wrap Raised Stucco Trim @ 2 x 4 Caulk Between Window & Stucco Existing Window Nindow ,tween Window & Stucco ised Stucco Trim @,2 x 4 Resistive Barrier E . SILL. @STUCCO Existing Window Caulk Between Window & Stucco Wrap Raised Stucco Trim @ 2 x 4 Caulk Between Stucco & Stone Veneer Thin Stone Veneer Weather Resistive Barrier. 1 11211=1#-0f u�� . 1 11211=11-011 F SILL @STONE 2 x 4.Spacers 5/8" Roof Sheathing Modified Bitumen 30 Year Composition Shingles 6" Wide Modified Bitumen Strip, Wrap 2" Over Roof Edge Metal Drip Edge 1"x 5 'h" Fiber Cement Shadow Board 2 x 4 Nailer 2 x 10 Subfascia I" x 7'I" Fiber Cement Fascia -Fiber Cement Soffit Panel Stucco Weather Resistive Barrier .Existing Wall Sheathing to Remain 'Except Where Replacement is Required Existing Wall Construction Existing Floor'Framing Weep Screed Existing CMU Foundation Wall Existing Window Caulk Between Window & Stucco Slope Top Wrap Raised Stucco Trim @ 2 x 4 Stucco' Weather Resistive Barrier Existing Window Caulk Between Window & Stucco Slope Top Wrap Raised Stucco Trim @ 2 x 4 Metal Flashing Caulk Between Flashing & Stone Cap Stone Cap on Continuous Bracket Thin Stone Veneer Weather Resistive Barrier E Resistive Barrier Jnderlayment 24" Above Roof Deck 1p iised Stucco Trim @ 2 x 10 ►of Flashing @ 2 x 10/ Roof Deck Intersection Composition Shingles Bitumen Underlayment )f Deck Wall/Roof Construction Weather Resistive Barrier Slope Top Wrap Raised Stucco Trim @ 2 x 6 , Resistive Barrier )p used Stucco Trim @ 2 x 10 Wall/Floor Construction �n Weather Resistive Barrier Existing Soffit Siding Sheathing, if Present, to Remain B BELLY BAND@ ENTRIES < Field Verify. with Architect Existing Wall Sheathing to Remain Except Where Replacement is Required Existing Wall Construction STUCCO TRIM BAND DETAILS 1 1/211=11-011 Existing Wall Sheathing to Remain Except Where Replacement is Required Existing Wall Construction Existing Floor Framing Weep Screed Existing CMU Foundation Wall —Y zm V C3, -N 1 wc_ Peel /Lan genwalter Architects , L.L.C. Mountain Meadow Condominiums David Mark Peel, A.I.A. Kathy Langenwalter, AAA Ex te rio r P.O. Box 1202 Vail, Colorado 81658 xterior Alterations Tele 970-476-4506 Fax 970-476-4576 date 2-26-07 0 M� Vail, Colorado project 4680 Meadow Drive, East Vail Tow 0 drawn Town of sheet of 1(p Stucco lope Top Wrap Raised Stucco Trim @ 2 x 6 (2 x 10 Stucco Belly Band @ Similar) Metal Flashing Cau ik Between Flashing & Stone Cap Stone Cap on Continuous Bracket Thin Stone Veneer 1 -- Weather Resistive Barrier Weld Gates to Steel Jambs - Tubular Steel Framed Gates Fiber Cement Facing, Trim Heavy Duty Steel Latch Shingles Light Stucco Dark Stucco Trim Band LARGE ENC. FRONT T' x 5 %" Fiber Cement Shadow Board 1" x 7 1 /4" Fiber Cement Fascia Alter Roof Line as Shown N, I �41 V Fiber Cement Trim @ Face Light Wrap Stucco Over 2 x 6 Light Stucco Dark Stucco LARGE ENC. REAR Dark Stucco Trim Band co : I Composition Shingles Light Stucco Dark Stucco Dark Stucco% Trim Band SMALL RIGHT SIDE TRASH ENCLOSURES 1/411=11-011 Note: All material notes typical for both enclosures. Material Specifications • Roof Material — Tamko Heritage Series Laminated Asphalt Shingles, Thirty Year Warranty, Rustic Slate or approved equal • 'Exposed flashingis — Factory paint finish, bronze • Gutters — New primed galvanized, paint to match fascia • Chimney Cap — Copper or powder coated alternate • Fascia Material — Harditrim XLDO 1" Trim Smooth Plank, 8" width • Shadow board — Harditrim XLD0 1" Trim Smooth Plank, 6" width • Soffit Material —HardisoffitO Fiber Cement Soffit Panel, non-vented smooth panel • Stucco — Cementitious scratch coat Cementitious brown coat Synthetic smooth skip trowel finish coat Elastomeric paint • Stucco Trim —Raised trim details to be furred out with lumber and overlaid with continuous stucco coat as described above • Stone Veneer — Robinson Brick Company, Robinson Rock, Thinveneer, Trailhead, • Stone Cap — Robinson Water Sill, Coffee or approved cut stone • Decking — Trex Accents decking or approved equal • Privacy Fence — Trek Seclusions fencing or approved equal • Garage Door — Smooth Push panel hardboard garage door with Harditrim HLD@ 3/4" Smooth Plank trim overlay creating 3 vertical lower panels With 3 smaller panels above • Garage Jamb Trim — Smooth 2x cedar • Motor Enclosures — Stucco walls Harditrim XLDO 1" Trim Smooth Plank fascia Harditrim HLD8 3/4" Smooth Plank trim HardipanelS 6/16" Smooth Siding doors with Harditrim MDO 7/16" Trim Smooth Plank overlay • Entry Doors — Doors that are•original to the building must be replaced. New doors to be as selected by individual homeowners. Contractor to coordinate ordering, delivery, installation and reimbursement from individual homeowners. Light *Stucco Dark Stucco SMALL _ENC. REAR 3 /4 ' x 3 Y2" Fiber Cement Trim New Door w/ 5/16" Fiber Dark Stucco Cement Panel, 7/16" x 3 Y2 Applied Trim LARGE RIGHT SIDE Dark Trim Dark LARGE LEFT SIDE Light Stucco 03= 1 fi 551 *- - =M q E Dark Stucco SMALL LEFT. SIDE • Exterior Paint Colors — Light Stucco Walls: Kwall Paint, 8241W, Tenderfoot Dark Stucco Walls; Kwall Paint, 8705D, Barn Rafter Stucco Trims: Kwall Paint, 8705D, Barn Rafter Hardietrim Fascia, Soffit, Gutters: Kwall Paint, 8756N Cordwood Garage Door, Trim: Kwall Paint, 8705D, Barn Rafter Garage Jamb Trim: Kwall Paint, 8705D, Barn Rafter Meter Enclosures: Kwall Paint, 8705D, Barn Rafter Trash Enclosures Interiors: Kwall Paint, 8705D, Barn Rafter Entry Doors: Finish per individual homeowner subject to Board approval Fireplace and Crawl Space Vents: Kwall Paint, 8705D, Barn Rafter • Exterior Light Fixture — Kichler Lighting, Huntington Wall Sconce, 97960B, Olde Brick finish, clear seedy glass, 12 waft Integrated Compact Fluorescent Coil light bulbs • Unit Numbers — Allowance • Retaining Wall — Allowance • Entrance Sign — Allowance — to be designed by Michael Kurz Sample Panel • Construct 4' x 8' sample panel showing shingles, shadow board, fascia, stucco, stucco trim band, stone cap and thin stone veneer per drawing to be supplied by Architect. • Panel shall be constructed for review of proper construction, color, texture, and workmanship and therefore shall be constructed using all methods, materials, fasteners and to the appropriate thicknesses representative of that required on the project. • Work shall not proceed on the project until the sample panel is approved by both the Owners Representative and the Architect. • Sample panel shall be attached to side of small trash enclosure and shall remain on site for duration of the work. When necessary, move from trash enclosure to Architect approved location. Scope of 6 ilork to be Periornieci Roof • Remove existing gutters, fascia, soffit, retrofitted triangular overhangs, roof ballast, built-up-roofihg, flashings, plywood roof deck, baft insulation, and vapor barrier, • Repair any rotted or damaged roof joists. Field verify repair with Architect. • Notify Architect to field ve;ify joist spacing when roof joists above living area of 4-unit and 3-unit inside units are exposed. • Add roof overhang extensions where indicated on the roof plans. • Add shed roofs at the 3 -Unit Building entries as indicated on the drawings. • Install new insulation and roof system as follows: 1. Drape a layer of Certainteed Mem Brain Smart Vapor Retarder over the ceiling joists and ceiling, tape all joints, seams and penetrations of the retarder. 2. Over all bathrooms install a tight fitting section of foil faced insulation to fit tightly between the joists. 3. Seal recessed can and install 1" minimum foil faced insulation above. 4. Apply a layer of netting tightly over the top of the joists and blow in a blanket of 1.8 pound per cubic foot minimum density fiberglass insulation. 5. Apply a layer of ISO: or 2-pound density EPS minimum 1-1 12" thick over the joists. 6. Apply a layer of 5/8"APA Rated sheathing over the insulation held in place using minimum 3" #1 4 screws installed 12" on-center in the field of the sheathing and 6" on-center at the edges. CARE IS TO BE TAKEN TO AVOID OVERDRIVING THE SCREWS. 7. Cover the entire roof-With a peel and stick modified bitumen underlayment. 8. Install shingles per manufacturer's specifications and in accordance with high wind application techniques. • Install flashing for all roof penetrations, wall intersections, and edge treatments required to prevent penetration of water through the exterior shell of the building. Install kick-out flashing at'All locations where roof eave terminates against wall. Comply with pertinent requirements or recommendation6 containe in the current edition of SMAACNS'S Architectural Sheet Metal Manual. Verify proposed flashing systems with Architect. • Install new fiber cement board fascia and shadow board. • Install new fiber cement soffit. • Install roof gutters as indicated and downspouts where necessary. Field verify locations with Architect. .,. • Install heat tape in all gutters and downspouts. Provide electrical as needed. • Install chimney caps. Doors, Windows and Garage Doors • Remove oxidation from window cladding and refurbish metal with Soft Scrub. Test in one location and verify result with Architect prior to proceeding with Work. • Replace all existing garage doors and jamb trim as indicated herein. Field verify jamb depth for each building • Replace•entry doors where applicable and as indicated herein. Unit Interior Alterations • Provide options to the Owner to install exhaust fans vented to the exterior for all bathrooms and kitchens that are not already vented. Where fans are vented through the roof, locate roof caps as close to ridges as possible. • Remove dryer venting from crawl space and vent through garages to the exterior in all units that are not already vented as such. Decks and Porches • Remove all existing decking materials�at porches and decks. Existing benches to remain in place if old decking can be removed and new decking installed without disturbing, otherwise remove and replace after decking. • Remove all porch and/or deck framing member's that are applied over the existing siding. Replace after siding is removed. • Remove privacy walls between decks on the two 3 -unit buildings. • Replace any damaged structural members and reinforce any spongy deck and/or porch framing members. • Where deck structural members are not seated on concrete piers field coordinate corrective solution with Architect. • Add steps or raise finish grade at entry por6hes where sidewalk to porch height exceeds the building coda minimum of 7 %". • Install privacy fences as iridicated on the drawings between decks on the two 3-unit buildings and at Unit 14. Support with benches on either side to match existing benches elsewhere in project. • Install synthetic decking as specified herein. Site • Cut back and/or remove and store vegetation that interferes with the work. • Trim tree branches overhanging the roof on the back side of Building H. • Repair or replace retaining wall between Units 30 and 31. • Completely remove transformer surrounds. Leave clean and free of debris. • Remove and reroute any overhead wires running between buildings. • Modify grading where needed to provide positive drainage away from the buildings. • Provide allowance to.repilace landscaping similar to original conditions. Individual owners are responsible f9r landscaping adjacent to their units and may request changes. 9 Alternate to repair existing cracked and/or damaged sidewalks. • Allowance to construct entrance sign. I Crawl Space / Foundations • Remove any wet or defective floor insulation batts, plastic sheeting, and other debris. • Replace any dislodged floor insulation batts that are in good condition, strap in place. • Where not insulated, �install R-30 batts between floor joists, strap in place. • Repair and/or patch broken concrete masonry units to protect crawl spaces from rodent and insect infestation. Seal all foundation wall penetrations. • Patch broken concrete masonry units by garage doors prior to installing stone veneer. • Install. minimum 10 mil plastic ground cover/vapor retarder, seal at all seams and to the foundation wall. Leave at least 12" of wall above the cover and below the structure for the wall to "breath". Do not cover any wood or metal parts of the i foundation -or structure. Smooth and clean soil of all organic debris prior to installing cover. • Provide crawl space ventilation options and pricing to Owner. • Install crawl space ventilation as selected by Owner. Siding • Remove all existing decking materials at porches and decks. • Remove all porch and/or deck framing members that are applied over the existing siding. • Remove existing wood siding. • Contact Architect when fireplace chimneys are exposed so Structural Engineer can field evaluate f raming conditions to support new thin stone veneer. • Check for water damaged or carpenter ant damaged sheathing and wall studs. Areas where siding shows signs of water damage are especially susceptible to damage. • Replace any damaged wall studs and/or plates. • Replace damaged wall sheathing with Y2" APA Rated Wall Sheathing. • Check all sheathing to assure tight fastening. Fasten any loose sheathing to achieve tight adherence. • Fur out framing for raised stucco details at windows and doors, belly bands, and trim bands. • Modify meter enclosures as indicated on the drawings. On Building D, replace roof protection over gas meters or relocate meters to adjacent wall. Field verify with Architect. • Install cant strip and metal flashing over exposed foundation walls that protrude beyond wall sheathing prior to installing stucco or stone. Flashing to match adjacent material. • Replace damaged fresh air intake vents at fireplaces. • Protect walls with a weather resistive barrier as described below. Apply stucco to walls and trims as indicated on the drawings and as described herein. 1. Portland Cement Plaster shall be provided and installed per the recommend- ations and requirements as stated in the 5th Edition of the Portland Cement Plaster/Stuoeo Manual, 2 printing 2004; and in compliance with the 2003 International Building Code and the 2003 International Residential Code. Application procedures for the climate and altitude of Vail, Colorado shall be required. 2. Stucco shall be a minimum 3 coat application over Expanded Metal Diamond Mesh Lathe Reinforcement over Type I Grade D Building Paper which may be attached to the Metal Diamond Mesh Lathe. 3. Prior to start of work, submit to the Architect for review, manufacturer's written specifications, proportion mixes and installation instructions for factory- prepared finish materials, 4. Prior to start of 'work, submit to the Architect for approval, elevation drawings showing recommended control joints. • Install thin stone veneer and stone cap as indicated on the drawings and as described. herein. 1. Installation shall be per the Rocky Mountain Masonry Institutes' Adhered Natural Stone Veneer Installation Guide, 2004, and Installation recommendations of Robinson Brick Thinstone; and in compliance with the 2003 International Building Code and the 2003 International Residential Code as well as Town of Vafl requirements and ordinances. 2. Prior to start of work, submit to the Architect for review, manufacturer's written specifications, mortar/adhoslve mixes and Installation instructions, 3. Prior to start of work, submit to the Architect for approval, elevation drawings showing recommended control joints, if required. 4. Prior to start of work, submit to the Architect copy of the Rocky Mountain Masonry Institutes' Adhered Natural Stone Veneer Installation Guide, 2004. • Seal and caulk joints where shown on the drawings and elsewhere as required to provide a positive barrier against passage of moisture and air. Provide primers, backup materials, bond preventive materials and other materials required for a complete and proper installation. Install materials in strict accordance with the recommendations of their manufacturers, tooling the joints to a neat smooth profile. • Replace all exterior lights fixtures with fixture listed herein. • Replace unit numbers. Verify adequate backing for mounting numbers prior to applying wall finish. Trash Enclosures • Remove lower portion of the large trash enclosure roof and replace to match remaining roof members. • Remove fascias, trims, shingles, and gates from both enclosures, either remove existing siding or screw into place, and sheath wall with Y2" plywood. • Apply Y2" plywood to inside faces of wall studs and ceiling joists, paint. • Stucco walls and reroof with composite shingles per drawings. • Construct and install new side door for large enclosure. Apply fiber cement finish materials per drawings. • Construct and install new tubular steel framed gates and apply fiber cement finish materials per drawings. F Cr.. ` "� 42* 03'00"E 105. 25 _T U) I V 0 ;t co It P�� CON DOM.IN I.UM MAP.. M EADOW. DRIVE (50-1Y - IN MEA C MOUNTA S �98.08 955' ROB. R=1326,93 L=98.11. Ch. �5' E' S 37*48 50 E. 256. parc'e I of ldnd in th e` S E 1/4',of- - S ek. N43*45'01Y' # Tie S 58 • 4&54 # post," 0m, "Mmo 1031.59 io ♦the - 2 T 1 5 �'��''�'��j , - W, 'of the'6th R 80 P S. 1/4 COR. SEC. 12. 4W Me: I ° , : _ IoW" U Vk il E:a t; Qul k I U U. A' NERSHIP Lx 43.47 , IRTIFICATION 01' 10*01CATIOA NO OW, 'I CH G'. C. E.. R*122.59 AS200201,00III en by these pre4eots that 'Rarner 1 Inc., %4 )IOTES Know all m ChxO.25 N osole own � at ral pro- trj Colorado *Corporation, beitq, er in fee Imple of all th rt 71* ark-.' Rim' 6f Manhole B-;; 80-A.2.2 Elevation B525.99. per I ty described as -f o lbws; N 53 Q60t. d6, jtenchm 2) 1 .C.E. indicates Limited Coollon'' Element . 3.30 3) G. C. E.' Indicates General Common Element.' e • South "-st one-Quarter. of Sect ion 12, Township • A of land iii th .70, 7e 4). Thie basis of bearings is. the Southerly line of 'Section 12, TES, 5 South, Itange 80 West of the Sixth Principal 1 13tiridlan, Town of Vail, R80%4 of the Sixth Principal Meridian. Eagle County, Colorado, more particul�arl' Y doscribed A follows, to wit:i N 64*05'06"E 6 6,5 ,5 Uni t '5)' Date of survey: December 12, 078. C; 6) All.outside.parking G.C.E.. fat a point on the -Southwesterly Right-of-Way -lino"of Meadow Drive, " 7) All walls' ors 0.40 'ft. thick unless ot erwi noted.. 1.04' Unit 2 Jkb* ftiph t*4 One-Qoarter Corner of said Section 12 bears:S.50 31'53 T. 1031,59 • said Southwesterly Might -of -Way line S.37 93.89 feet.; UIL01"O A •70.00 feet- thence S.07*11'10"W. 53.00 feet; theiice • A6 40 23 3.43 f c -a V t; thence 14,44*3OO 84.30 feet; thence N.49 4.00t then 0A N-77*43 131,47 feet;�* - 2O.00feet; thence $6.62 feet along the arc of 65-00 foot radius curve. to the right whose long chord bears N..25*54 80.35'. unit 3 feet; the' 1 00"E.49. SO. f eet; the 43 "nee nce H.64 .47 feet along the.Arc of a 122.50' t as Ib* 'foot radius curve to the left whose long chord bears N.53*55'00"E. .43.25 fee-t; AN o' thence N.43*4S!O0 feet to the point beginning. Unit 4 77 6d R a 65.00 .0 said. parcel -of land contains 0.805 acres, more or less. L = 86.62! Ch = 80- 0.60 N - 5' do hereby certify that this Condominium Map of "Mountain Meadow Condominiums,, NZV54!22"E 'V ii 4.2 0 n" Phase 11" is filed in conjunction with the First Stipplement to the Declaration • Cd ms An T6`21'0" of Covenants, Conditions and Restrictions of the MbuntaLn Meadow ndominiu G. C E. 4,00. recorded in Book atTage 6f the Eagle Couhty Clerk and Recorder Office. _A 5X 400C.9 Nr # ' 1V N T7 "E �.,, 24( /0 . Warner llropertl%�s. Inc. d IC}' 2d 30, CO, -47 'V I .44"E 20-00, .3 * Aq . % Z/. OX A.Colorado Corporation Rober) Worner Jr. President 9- cv• SCALE: I" 30 Drawer B-100 Avon, Colorado 81620 - 0.60 # 40.0 7o5 �76/ &30 > 0 ST A IT OF COLORAIJO) n & 715 Ni S2 11 V 1 -e .02 COU-NtY OF EAGLE Uit 36* 50. � 0 1 3 4, r U- Zz M 0� The foregoing Dedication was acknowledged before me this_j3M 35 da of 4,04' 10 ot N * A D 19 by n , C. E. My Commission expires 4.00' Unit l elitne"s * my hand and sevi A 34 > W 0 4C�Ary ilbl M 4 652 AW BUILDING J IN, U it 33 ni 13-03 �65.0L,- \ N: 6 CY .3 APPROVAL OF VAIL PLANUING- AND z C Q 1 . ...0.60 OD 13wo w plat of 1-tount;iin Meadow Condominiums, PlIase 11, be and the . 350 N4 0-3800 0 j same is hereby approved. 13.00 0 �._2 06' 0 Da to 5 ' 5 do /j.00 'IN �t � �h �' � � O -' t , \44�' a Az ..z 0 0 V 0 IL A ZNAFERONME CO- 0 1$ oS T3 By*_ 5e t Chatr will trap Clerk 30 zo .0 APPROVAL OF PLAT BY 11 TOWN OF VAIL A r N a 0 This plat of Mountain 11cadow Condominiums, 1 il , Is hereby 4� A V 0 approved by the Town Council of. the Town of Vail. 9.30 A tK 46 (1) q� 0 ' s, J N 0 N 4 - Date V\ 13.00 4(95 wtt TOWN 1 COUNCT L OF TOP TOWIN' OF VA LL M NI X A By: 2 MIA ATIJ-' ST: 5 low Clerk SURVEYOR'S CLKTIFICAIT 41 i _Nr Land - in r ile � State ol YI 1, Jack W. Jt hereby Certify that th Is lCondomi0itilp Map of "Moulit.ain Mondow 1 1 was prepared under my sultervis4on and that. the map f v I I y :ind a 'curately depicts -ill of the the Condomini-im. layout meastire-ments, and locatioll of vt z;"t Avxc-4 .1, "% so * Inium Apartment- and !Jlhs, A q.uft)u.s of isuph Cntillom 0 Z4.; W CPAI c ^ . I ; % n .elevatlorls of thi � fioors inn evil itw.s of the Apartments. W)tness whereof I have set my hand and seat th -4 1h day of Ata_xl .'S�T 4 552 1 1 V V W. 90. .r\ VICINIT Y MAP CLERK AND RECORDER'S CERTIFICATE N This P1 was filed for reeord'iu the Office of tht, Clerk and kec�)rder at EL e*% johnson,.Kunkel & Associates.. Inc., jAND SuRVVVIN4 • CIVIL ENGMEEAING MA"WG l'i Fn' 4111 Sliett and Is duly recorded in Book • 4 , (" t Y r' ••t +� ��,,.,(',A,,,,wX••..�.....••� w,�1'.. '.:a��,:i4j ' `t..< t .i .:,_.;�,:.�M„•+:Z,. and Recorder by S 1/4. COR. SEC. 12 T5 R80W,-6th PM, • VAJ74 Z o