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HomeMy WebLinkAboutLand Use Case.HP.332 W Main St.0010.2007.AHPC7L LL 1- MAIN STREET PROTECT 332 WEST MAIN STREET, BLOCK 44 ASPEN, COLS ,LOT K JOHN MUIR ARCHITECTS , INC 201 MAIN STREET; STE. 304, CAR130NDALE, COLORADO 81623 TELE: (970) 704-9750 FAX: (970) 704-0287 GENERAL PLAN NOTES 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO START I NO WORK; SHOULD A DISCREPANCY OCCUR NI TH I N THE CONTRACT DOCUMENTS, OR BETNEEN THE CONTRACT DOCUMENTS AND THE EX I ST I NO CONDITIONS, NOTIFY ARCHITECT IMMEDIATELY FOR c:.LARI F I GAT I ON. 2. DO NOT SCALE DRAM I NOS. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE OF DRANINOS. 5. SHOULD A D 15CREPANC`1' OCCUR IN OR BETWEEN DRAN I NGS AND SPECIFICATIONS, THE SPEC I F I CATI ONS SHALL TAKE PREFERENCE. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCURATE PLACEMENT OF ALL NEW CONSTRUCTION AT THE SITE. 5. ALL CONSTRUCTION AND MATERIALS SHALL BE AS SPECIFIED AND IN ACCORDANCE N 1 TH ALL APPLICABLE CODES, ORDINANCES, LAWS, PERMITS, AND THE CONTRACT DOCUMENTS. 6 . THE JOB S 1 TE SHALL BE MAINTAINED IN A CLEAN OND ORDERLY CONDITION. EACH SUBCONTRACTOR I MMED I ATEL`r UPON COMPLETION OF EACH PHASE OF NORK SHALL REMOVE ALL DEBRIS AS A RESULT OF THEIR NORK. 7. THE CONTRACTOR SHALL DO ALL CUTTI NO, F I TTI NO, PATCH I NO, EXCAVATION, ETC. OF HIS NORK THAT MAY BE REU I RED TO PERFORM THEIR NORK. TH 15 CUTT I NO, F I TT I NO, PATCH I NO, EXCAVATION, SHALL NOT ENDANOER OTHER NORK OR STRUCTURE. ALL PATCH I NO OR REPA I R I NO SHALL BE DONE NI TH LIKE MATERIALS 50 THAT SURFACES REPLACED NI LL MATCH SURROUND I NO SURFACES UPON COMPLETION. a. NO PORTION OF NORK REOU I R I NO A SHOP DRAM NO OR SAMPLE 5UBM 1 SS I ON SHALL BE COMMENCED UNTIL THE SHOP DRANINO OR SAMPLE HAS BEEN REV I ENED BY THE ARCHITECT AND/OR STRUCTURAL. ENG I NEER. CODE INFORMATION GOVERNING CODE : 2003 IRC ZON I NO: GG OCCUPENC`r: MIXED- B $ R5 CONSTRUCTION TYPE: V NON - RATED FRONT SETBACK - 0'-0" BACK SETBACK -0'-0" 51 DE YARD/STREET SETBACK - 0.67' SIDE YARD SETBACK - 01-011 MAXIMUM HEIGHT: 0'-0" GENERAL PLAN N07E5 1. ALL DRAM I NGS ARE TO BE OUTSIDE FACE OF STUD AT EXTERIOR NALL5 OR FACE OF STUD AT INTERIOR WALLS OR TO CENTERLINE OF POSTS U.N.O. 2. OR I D LINES ARE TO OUTS 1 DE FACE OF STUD AT EXTERIOR NALL.S, CENTERLINE OF P0575, CENTERLINE OF DEM I Z I NO NALL.5 OR EXTERIOR FACE OF CONCRETE FOUNDATION U.N.O. 3. EXTERIOR HALLS SHALL BE 2X6 STUD FRAMINO AT 16" O.G. (U.N.O.) 4. INTERIOR WALLS SMALL. BE 2X6 STUD FRAMINO AT 16 O.G. (U.N.O.) 5. DIMENSIONS AT EXTERI ORA NTER I OR DOORS AND NINDON5 ARE AT THE CENTERLINE. CONTRACTOR 15 RESPONSIBLE FOR ADJUSTMENTS IN ROUGH OPEN I NOS NHEN MANUFACTURER 15 SELECTED. NINDON MANUFACTURER TO PROVIDE TEMPERED OLA55 NHERE REOU I RED BY CODE. 6 . PROVIDE SOUND INSULATION IN HALLS, FLOORS AND CE I L I NGS OF ALL BATHROOMS AND MECHANICAL ROOMS; ALSO SURROUND I NO ALL MECHANICAL PIPING. 7. SEE NINDON AND DOOR SCHEDULES FOR INFORMATION ON DOORS AND NINDONS. ARCH I TELT - L. JOHN MU I R, A I A JOHN MU I R ARCH I TECT5, INC. 201 MAIN STREET, STE . 504 CARBONDALE, CO 81625 TELE: (cf70) 704-ct750 FAX: (( i70) 704-0287 STRUCTURAL EN61 NEER - TBD TELE: (cf70) - FAX: (1170) - CIVIL EN61 NEER - TBD TELE: (1t70) - FAX: (1170) - ARCH 1 TECTURAL. COVER SHEET PROJECT TEAM CONTRACTOR - TBD TELE: (ct70)- FAX: (1i70) - LANDSCAPE ARCH I TELT - RIGH CAMP RIGH CAMP LANDSCAPE ARCHITECTS 417 MAIN STREET, STUDIO G CARBONDALE, GO 81625 TELE: (ci70) ct65-7125 FAX: (1170) 1t65-5888 MECHAN I CAL EN61 NEER - MIKE SUHRB I ER EFFICIENCY IN MIND, LLC 1220 CATHERINE COURT CARBONDALE, GO 81625 TELE: (1170) 274-6336 FAX: (1170) - SHEET INDEX A0.1 C ENERAL INFORMATION AO.2A-25 FAR CALCULATIONS AO.3 DOOR $ NINDON SCHEDULE AO.4 DEMOLITION PLAN MPROVMENT SURVEY PLAT L-I.O LANDSCAPE PLAN A1.1 51 TE PLAN A2.1 LONER LEVEL PLAN A2.2 MAIN LEVEL PLAN A2.3 UPPER LEVEL PLAN A2.4 ROOF PLAN A3.1 -A5.2 ELEVATIONS A4.1 BU I LD I NO SECT 1 ONS A5.1 TYP I GAL NALL SECT 1 ONS A7. I -A7.3 REFLECTED CEILING PLANS STRUCTURAL. 201 MAIN STREET #304 CARBONDALE COLORADO 81623 (970 704-9750 Phone: (970) 704-9750 Fax: (970) 704-0287 E -Mail: jma@sopris.net U W CD a ISSUED FOR SD REVIEW DATE, 11.10.06 HPC FINAL REVIEW 02.16.07 HPC REVIEW REVS 06.04.07 DRAWING GENERAL INFORMATION DATE 06.04.07 PROJECT MAIN STREET A0. 1 UNIT B GAR PORT 8-101 1►�1011IIIIIIIIIIIIII MAIN LEVEL PLAN SCALE: I/8" = I' -O" EXISTS W eRGIAL r EXISTINS UR m mi LONER LEVEL PLAN SCALE: 1/8" = 1'-0" UPPER LEVEL PLAN 5CALE: 1/8" = I' -O" 201 MAIN STREET #304 CARBON LE, COLORADO 81623 (970) 704-9750 Phone: (970) 704--9750 Fax: (970) 704-0287 E -Mail: jma@sopris.net ISSUED FOR DATE SD REVIEW 11.10.06 HPC FINAL REVIEW 02.16.07 HPC REVIEW REVS 06.04.07 DRAIN R/ G FAR CALCULATIONS DATE 06.04.07 PROJECC MAIN STREET A0.2 • C' .. • 201 MAIN STREET #304 CARBON LE, COLORADO 81623 (970) 704-9750 Phone: (970) 704--9750 Fax: (970) 704-0287 E -Mail: jma@sopris.net ISSUED FOR DATE SD REVIEW 11.10.06 HPC FINAL REVIEW 02.16.07 HPC REVIEW REVS 06.04.07 DRAIN R/ G FAR CALCULATIONS DATE 06.04.07 PROJECC MAIN STREET A0.2 K NDON 5GHEDULE SYM. QTY. NOM. OPENING N.O.W. X N.O.H. MF6R. MODEL NO. FINISH FRAME U-VAL'E SWING DETAILS REMARKS HEAD JAMB SILL 1 1 5'-0" x 4'-0" LOEWEN SILL GLAD 1 TBD CASEMENT I WD 2 1 2'-6" x 4'-0" LOEWEN CLAD SEE PLAN LdJ CASEMENT I TBD 2668 I 5 I 5'-0" x 4'-0" LOEWEN CLAD CASEMENT SEE PLAN B-051 I 4 1 5'-0" x 4'-0" LOEWEN CLAD CASEMENT SEE PLAN 5 I 3'-0" x 4'-0" LOEWEN 2868 CLAD INSUL/MTL CASEMENT 6 I 4'-0" x 3'-0" LOEWEN B-05 CLAD TBD DBL 2068 CASEMENT GLAD/&L. TEMP 7 I 2'-O" X 2'-6" LOEWEN CLAD B -Ob CASEMENT TBD 2868 I 8 I 5'-0" X 5'-b" LOEWEN CLAD CASEMENT B-07 I TBD a I 2'-6" X 5'-6" LOEWEN TYPE- 212 TYPE- 5 CLAD CASEMENT SEE PLAN 10 1 2'-6" X 6'-0" LOEWEN I CLAD CASEMENT II 1 2'-6" X 6'-0" LOEWEN 1 CLAD 2868 1 CASEMENT 12 1 2'-6" X 6'-0" LOEWEN SEE PLAN CLAD 3-10 1 CASEMENT 2868 I TEMP 15 1 5'-0" X.21-611 LOE14EN CLAD SEE PLAN CASEMENT B-11 I TBD TEMP 14 1 " 2'-0" X 5'-0 LOEWEN CLAD FIXED SEE PLAN 15 1 4'-0" X 5'-0" LOEWEN 5 CLAD FIXED I6 1 4'-0" X21-611 LOEWEN 1 CLAD 2880 I FIXED 17 1 2'-0" X 5'-0" LOEWEN SEE PLAN CLAD 1-05 1 FIXED 2480 I la 1 5'-0" X 5'-6" LOEWEN CLAD SEE PLAN CASEMENT 1-04 1 TBD 2880 ICI I 7'-6" X 5'-0" LOEWEN CLAD CASEMENT SEE PLAN IHR FIRE RATING 20 1 4'-0" X 3'-6" LOEWEN 1 CLAD CASEMENT 21 1 5'-0" X 5'-0" LOEWEN 1 CLAD 2868 I CASEMENT 22 I 2'-6" X 3'-0" LOEWEN SEE PLAN CLAD 2-05 1 FIXED 2468 1 25 I 5'-0" X 5'-0" LOEWEN CLAD SEE PLAN CASEMENT 2-04 I TBD TEMP 24 1 2'-0" X 2'-6" LOEWEN CLAD FIXED SEE PLAN TEMP 1. SEE WINDOW TYPES FOR MULLED UNITS AND EXTRA DIMENSIONING. 2. ALL WINDOWS HORIZ. $ VERT. TO BE DIVIDED WITH IN FRAME DIMENSION EQUALLY UNLESS NOTED OTHERWISE. 5. COLOR TO BE STANDARD MANUFACTURER COLOR. loll NDOW T`I'FFS -NOTE: REFER TO ELEVATION5 FOR ALL WINDOW OPERATION5 AND MUNTON 5AR(5) PATTERN5. OI 03 04 1'-0" ABOVE APF O I •s] 5UBPLOOR 15 6'-0" ABOVE SUBFLOOR O I M 2'-0" 11 2'-0" 4'-0" lo Q9 &-O" ABOVE SUBFL.00R O _I U) Ile Oji I W-O'ABOVE U) OS i'-0" ABOVE AFP O I tt 909 I 12 .I a' -o• ABt7VE 16 SUBPL.00R � O 1 4'-O" 22 12'-2- ABOVE WSPL.00R O I m a 06 8'-0• ABOVE SAWLOOR O m 2'-O" 2'_0" 4'-0" OD VARIES ABOVE SAW L.00R tV 2'-0" 13 VARIES ABOVE � f.4�/M LIJ1 o 1 6'-0• ABOVE W� 20 &'-o* ABOVE p cm 4'-O" INTERIOR DOOR SCHEDULE NO. QTY. MF6R. NOM. DR 5"AB DOOR FRAME DETAILS HARDWARE GROUP SWING REMARKS TYPE MAT. FINISH TYPE MAT. FINISH HEAD JAMB SILL 8-01 1 TBD 2868 I WD Li SEE PLAN LdJ B-02 I TBD 2668 I GLAD/&L. SEE PLAN B-051 I TBD 2868 1 INSUL/MTL SEE PLAN IHR FIRE RATIN& B-04 I TBD 2868 I INSUL/MTL SEE PLAN B-05 I TBD DBL 2068 2 GLAD/&L. SEE PLAN B -Ob I TBD 2868 I SEE PLAN B-07 I TBD DBL 2065 2 L 5'-0" 1 11 TYPE- I TYPE- 212 TYPE- 5 TYPE- 4 SEE PLAN B -OS 1 TBD 2868 I SEE PLAN B-OQ 1 TBD 2868 1 SEE PLAN 3-10 1 TBD 2868 I SEE PLAN B-11 I TBD 2868 1 SEE PLAN !-01 1 TBD DBL 20E O 5 SEE PLAN 1-02 1 TBD 2880 I SEE PLAN 1-05 1 TBD 2480 I SEE PLAN 1-04 1 TBD 2880 1 SEE PLAN IHR FIRE RATING 2-01 1 TBD 2868 1 SEE PLAN 2-02 1 TBD 2868 I SEE PLAN 2-05 1 TBD 2468 1 SEE PLAN 2-04 I TBD 2468 1 SEE PLAN INTERIOR DOOR 7r"FES 7--\ 0 0 0 VARIES 1,V�11 VARIES L VARIES VARIES TYPE- I TYPE- 2 TYPE- 5 EXTERIOR DOOR SCHEDULE —NOTE: REFER TO FLAN5 $ ELEVATIONS FOR ALL DOOR SWIN05. NO. QTY. MFGR. NOM. DR SLAB/ FRAME SIZE DOOR FRAME DETAILS H 60 UPS SWIN& REMARKS TYPE MAT. FINISH TYPE MAT. FINISH HEAD JAMB SILL A I CUSTOM 2'-8" X 8'-O" I WOOD. Li SEE PLAN LdJ B 1 LOEWEN a' -O" X 8'-0' OH 5 GLAD/&L. SEE PLAN C 1 TBD Q' -O" X V -O' OH 2 INSUL/MTL SEE PLAN IHR FIRE RATIN& D I TBD a' -O" X V -O" OH 4 INSUL/MTL OVERHEAD E I LOEWEN 1 '1'-0" X &-0' OH 5 GLAD/&L. SEE PLAN EXTERIOR DOOR T`I'FFS G) © ©0 Li LdJ dJ dJ dJ iI 1L 5'-0" 11 L 5'-0" 1 11 TYPE- I TYPE- 212 TYPE- 5 TYPE- 4 201 MAIN STREET #304 CARBONDALE COLORADO 81623 (970 704-9750 Phone: (970) 704-9750 Fax: (970) 704-0287 E -Mail: jma@sopris.net ISSUED FOR DATE SD REVIEW 11.10.06 HPC FINAL REVIEW 02.16.07 HPC REVIEW REVS 06.04.07 DRAWING WINDOW SCHEDULE DATE 06.04.07 PROJECT MAIN STREET A0.3 m DISPOSED OF Lp EX15TINO H15TORIG STRUCTURE EXISTING HISTORIC c TO BE INCORPORATED WITH STRUCTURE TO REMAIN. NEW CONSTRUCTION. SEE A2.2 I DEMOLISH AND D 15POSE OF E; r STRUCTURE SHC DASHED. I� EX 1 ST I N6 STRUCTURE TO r BE DEMOLISHED I I I �— DEMOLISH AND DISPOSE OF EXISTING STRUCTURE SHOWN DASHED. 4 II FEXISTINO STRUCTURE TO � BE DEMOLISHED I5TINO NON -HISTORIC "0 BE DEMOLISHED $ DISPOSED OF EXISTING NON -HISTORIC, ADDITION TO BE DEMOLISHED $ DISPOSED OF J REMOVE EXISTING DOOR. PREP FOR NEW CONSTRUCTION. REFER TO A2.2 EXISTING HISTORIC STRUCTURE TO BE INCORPORATED WITH NEW CONSTRUCTION. SEE A2.2 EXISTING H15TORIG STRUCTURE TO BE INCORPORATED WITH NEW CONSTRUCTION. SEE A2.1 10,0111 1I I� L DEMOLISH AND DISPOSE OF E} STRUCTURE SHC DASHED. TYP I tV I I F EXISTING STRUCTURE TO BE DEMOLISHED I I I DEMOLISH AND I L DISPOSE OF EXISTING '1 STRUCTURE SHOWN DASHED. TYP IEXISTING STRUCTURE TO BE DEMOLISHED I � I I -tt I I I I � I I EXISTING CHIMNEY TO REMAIN. L_ PROVIDE NEW L_ I FOUNDATION O I V L L� DEMOL 1 SH AND DISPOSE OF EXISTING STRUCTURE SHOWN DASHED. TYP i �. 5'-41 3._4.. 2011,1 1, 14'-2j" 61-111 1'7'-0" EXISTING HISTORIC STRUCTURE TO REMAIN. EXISTIN6 HISTORIC STRUCTURE TO REMAIN. EX I ST I NO MAIN Lr\/E:L N( I7�MOL. I T I O�1 fi=L.�N DATUM ELEVATION 100'-0" = MATCH EXISTIN6 = 101.3' T N( DATUM ELEVATION 100'-0" = MATCH EXI5TIN6 OENRAL DEMOL (T) Oil MOTES. UNO 1. ALL EXISTING WALLS TO REMAIN ARE SHOWN SHADED. 2. ALL EXISTING WALLS 4 COMPONENTS SHOWN DASHED TO BE DEMOLISHED AND DISPOSED OF ACCORDIN6 TO THE EFFICIENT BUILDING PROGRAM DECONSTRUCTION PLAN OF RECORD. 3. CONTRACTOR TO VERIFY ALL DIME51ON5 IN FIELD. 4. REFER TO SHEETS A2.1 -A2.4 FOR INCORPORATION OF NEW CONSTRUCTION TO EXI5TIN6 STRUCTURE. TYP. 5. PER CODE, RELOCATE EXISTING MECHANICAL SY5TEM(5) AND UTILITIES AS REQUIRED, WITH -IN 5ERVICING UNIT TO ACCOMODATE FOR NEW CONSTRUCTION. 6. CONTRACTOR RESPONSIBLE FOR ALL TEMPORARY SHORING, BRACING, ETC.. OF EXISTING FRAMING SYSTEMS WITH RESPECT TO ALL NEW CONSTRUCTION $ PHASING. REFER TO STRUCTURAL ENGINEER FOR ACCEPTABLE APPLICAITONS. 'i. REFER TO EXCAVATION STABILIZATION AND STRUCTURAL PLANS FOR ALL 6EO-TECHNICAL INFORMATION INCLUDING BUT NOT LIMITED TO ALL STABILIZATION, SHORING AND FOUNDATION UNDER -PINNING INFORMATION AND IMPLEMENTATION. 8. CONTRACTOR RESPON51BLE FOR COORDINATING ALL INSPECTIONS WITH 60VERNIN6 MUNICIPALITY. 1�)EMOL I T I ON LEOEND EXISTING WALL TO REMAIN C 11 EXISTING WALL/COMPONENT TO BE DEMOL15HED 201 MAIN STREET #304 CARBONDALE, COLORADO 81623 (970) 704-9750 Phone: (970) 704-.9750 Fax: (970) 704-0287 E -Mail: jma@sopris.net ISSUED FOR DATE SD REVIEW 11.10.06 HPC FINAL REVIEW 02.16.07 HPC REVIEW REVS 06.04.07 DRAWING DEMOLITION PLAN DATE 06.04.07 PROJECT MAIN STREET A0.4 Flowl/ne 18" CMP Elev. 98.0 f/— , Concrete Curb & i Top Back of Curb ` Found #5 Rebar & Plastic Cop (illegible) Top of Cop Elev. = 100.00 FA Concrete / Curb & Gutter Telephone & Televis/on R/: Top Back of Curb lop .�/ Al ng to Colorado law, you mast commence F`" F1— F "— 17^ _ VTrrYVC SZRVJrCZS any legal action based upon any defect in 226 Heather Lane this survey within i4r a years after you y Glenwood Springs Colorado 81601 rst discover such defect In no event may , any legal action based upon any defect in (970 ��28-9708 (FAX 947-9007) this survey be commenced more than ten years from the date of the 'certification shown hereon Cjtu the?grof. net Found Spike Rep/aced w1th5 Rebar with Red Plastic Cop L. S. 33638 TUTTL.E SURVEYING SEfiVICES r Improvemerat S'�crveey plc7t Lot Aand the west 16'feet of Lot L, Bloc. �4 City and Fozvnsite of Aspen Pitkin County, Colorado GRAPHIC SCALE 10 0 5 10 20 ( W MT) I inch = 10 ft. Contour Interval= > ' tel BURIED TELEPHONE LINE g BURIED GAS LINE E1E FENCE LINE RO_'K WALL tv CABLE TELEVISION LINE e ELECTRICAL LINE w WATER LINE ss SANITARY SEWER LINE — ohP— OVERHEAD UTILITY LINE cM� EXIST. CULVERTS QS DECIDUOUS TREE IN EVERGREEN TREE 0 BRUSH UNE —a— SIGN GV X GAS VAL VE 4& WATER SHUTOFF POWER POLE �x LIGHT POLE wv �Q WATER VALVE FIRE HYDRANT O TELEPHONE RISER O CABLE RISER QS SEWER MANHOLE IN STORM DRAIN INLET ❑ ELECTRIC TRANSFORMER ANCHOR BOLT X SPOT ELEVATIONS ry C'y Plat Legend and Notes. v indicates found monument as described. BearIngs are based upon a #5 rebar with a plastic cop L.S. 9184 found of the northwesterly corner of Lot K and , a ,¢�5 rebar with o plastic cop (illegible) found of the southwester/y corner of said Lot K using a bearing of S14'50'49"W between the two descr/bed monuments. — This survey does not represent a title search by this surveyor to determine ownership or to discover easements or other encumbrances of record. All informat/on pertaining to ownership, easements or other encumbrances of record has been token from a title commitment issued by Pitkin County Title Inc. dated July 10, 2001 as Case No. PCT16093L. — Th/s property is subject to apparent easements for existing utilities — This property is zoned "Office". Zoning information was obtained from City of Aspen Building—P/ann/ng—Zoning Dept. and o document recorded as Reception No. 435757 in the records of the Pitkin County Clerk and Recorder. — This property was designated an historic structure by documents _--- recorded /a Book 321 at -Page- 51 and Book -325 at P&g& 942 /n --the records of the Pitk/n County Clerk and Recorder. — This property was granted o setback variance by Resolution No. 10 recorded as Reception No. 452716 /n the records of the Pitkin County Clerk and Recorder, changing the west side yVrd set bock line to 3 inches and the rear yrord setback tine to 5 feet both as shown on this plot, with the fro.,7t yard set back line remaining 10 feet and the east side yord setback line remaining 5 feet. Surveyor's Cert/ficote: 4 Jeffrey Al/en Tuttle, be/ng a Registered Land Surveyor In the State of Colorado, do hereby certify that this Improvement survey was mode under my supervision and is true and correct to the best of my belief and know/edge, l further certify that the improvements on the above described parcel on this dote, October 21, 2004, except utlllty connections ore entirely within the boundaries of the parcel, except as shown, that there ore no encroachments upon the described premises by improvements on any adjoining premises except as and/coted, and that there is no apporent evidence or sign of any,easement crossing or burdening of sold parcel, except as noted. QPM EXIST J i fuffie— � n � T TONAL LANO`'��` 332 #'Cst amain flspen, Colorado SheeDro wn t. 1JF > '161/1 'Dote:,�r<<10a '0000 001, OF Garage ' 6 . c 3.'-_O'.'...Concrete Walkway. : : Ile 0 + �.{.00 o e' Brick . Patio (Set Brick Pavers on 4" cone. underlayment.) i 4 i -, G C'� 1 Existing- Shrub. 06 '' Proposed 1 Step) ►ing Stone Path Addition ,;� �+�► • 24" x 24" x1.5 cut sandsto set on 4" sand setting bed. 3" gaps to be filled 00 nus "White -Water.' i ck.grav ._ .to be se ected.by owner.) { w/ 2" mi ite Water'' •ver ro el Stone 1 S . Gravel 1, rea (2" minus "White W<' :r" river rock gravel. R Line with wee, barn •er). rsncx ravers on e+ sai setting oea. » , 0 Edge w/ 4" metal edg ° 31- 0 Gravel. -Path _.- , ) L° Plant Key (3" compacted road base'w/ 2" topping of 2" minus "White Water" 1 river rock gravel. Line with weed barrier, Edge with 4" metal edging.) / /• / / , • Covered Porch . Symbol Qty. Common Name/ Scientific Name Size Spacing Condition O <R. 3 Spring Snow Crabapple / Malus sp. 2" cal. As Shown Specimen 1 Patmore Ash / Fraxinus pennsylvanica `Patmore' 2.5" cal. As Shown Specimen •. - _.__. _ - ._ .__ .._............. _-.__ • • � / Prunus w gIlana 'Shubert' 2 cal. Shubert Chokecherry s own Specimen •t tsetback �t ' .. k • ;t4- .: .•� .. ..: .- _• .. -�.,___.-____.._.:.._:_-.-- Lawn • 7 Mugo Pine / Pinus mugo Mugus 34 5 o.c. B&B moo# x 17 Peking Cottoneaster/Coto neaster lucidus #5 4' o.c. Full to base Cocete Sdexisting Trees 4 Rosa xartsonHarrison'sHarrlson Shrub Rose #5 4 o.c. Full / 27 Abbotswood Potentilla / White Potentilla fruticosa #5 3' o.c. Full / 15 flats Bowles Periwinkle / Vinca minor Bowles F15 817 / \ 10 flats Bishop's Weed / Aegopodium podagraria Variegatum' F15 8" For Deep Shade G 100 Mixed Perennials #1 18" (shade: Columbine, Geranium, Bleeding Heart, Lady Fern, Coral Bells, Campanula, Hosta Sun: Shasta Daisy, Blackeyed Susan, Primrose, Daylily, Lupine, Coreopsis, Delphinium, Salvia, Iris, Sedum) Existing.Wood. Fence �. 1,600 sq. ft. Sod al Str,0,0 t General Notes and Spe( ifications 1. LOCATE ALL UTILITIES! Vern locations of all pertinent existing site improvements and utilities prior to commencing planting work. If any part of this plan cannot be impl( nented due to site conditions, contact the Landscape Architect for instructions prior to commencing work. 2. Location of all trees shall be sta ed and approved by Landscape Architect prior to final installation. 3. Exact placement and shape of i anting beds shallbe..reviewed..by_Iandscape.Architect.prior".to..final_installation.......... 4. Plant quantities on plan take pr :edence over written quantities. 5. Align and equally space.all shrt )s and ground covers so designated per these plans and notes. 6. Four mil. steel edging shall be i Stalled between all grass areas and planting beds. -7. All planting beds shall receive 3 Pine bark mulch; all herbaceous beds shall receive 3" finely shredded Pine bark mulch. 8. Grades shown in the landscape areas are finish- grades, including 4" of topsoil in lawn areas and 8" of topsoil in planting areas. 9.- All shrub areas shall receive Mi i-fi filter fabric. 10. All sod and perennial areas sha receive sprayirrigation with 100% overlap. This system shall be automatic. 11. Landscape Contractor shall suk iit the company's written document regarding it's policy in plant guarantee and replacement to the owner. Each guarantee shall conform t, the minimum standard of replacing all material including labor due to the sickness or death of a plant for the period of one year following nal acceptance. Scale: 1" = 10'- 0" 0 P" Flowl/ne 18" CMP Bev. 98.0 f/— Found 15 Rebor do Plastic Cap (//leglb/e) Top of Cap Bev. = 100.00 Concrete / Curb do Gutter Telephone do Te%vision RA Lot A' and the west 16'feet of Lot L, Citi) and Fownsite of �Ispen Pitkin Found Spike Rep/aced with 15 Rebar with Red Plast/c Cap L. S. 33638 CountiJ, Colorado Black 4�1 GRAPHIC SCALE 10 20 ( INnm) 1 imh - 10 ft. Contour Interval. >' NOTE: REFER TO LANDSCAPING PLAN FOR ALL FINISH GRADING AND FINISH MATERIALS N❑TEI REFER TO CIVIL GRADING & DRAINAGE PLAN FOR ALL DRAINAGE REQUIRMENTS SITE PLAN 1" = 10'-0" DATUM ELEVATION 100'-0" = MATCH EXISTING = 101.5' 201 MAIN STREET #304 CARBONDALE COLORADO 81623 (970) 704--9750 Phone: (970) 704-9750 Fax: (970) 704-0287 E -Mail: jma@sopris.net ISSUED FOR SD REVIEW DATE 11.10.06 HPC FINAL REVIEW 02.16.07 HPC REVIEW REVS 06.04.07 DKA0.ING SITE PLAN DATE 06.04.07 PROJECT MAIN STREET A1.1 N�6, A3.2 A3.2 1VATUM ELEVATION 100'-0" = MATCH EXIST!N6 = 101.3' 201 MAIN STREET #304 CARBONDALE COLORADO 81623 (970 704-9750 Phone: (970) 704-9750 Fax: (970) 704-0287 E -Mail: jma@sopris.net/27_� H W N ISSUED FOR DATE SD REVIEW 11.10.06 HPC FINAL REVIEW 02.16.07 HPC REVIEW REVS 06.04.07 DRAWING LOWER LEVEL PLAN DATE 06.04.07 PROJECT MAIN STREET A2,91 A3.2 DATUM ELEVATION 100'-0" = MATCH EXI5TIN6 = 101.35 201 MAIN STREET #304 CARBONDALE COLORADO 81623 (970 704-9750 Phone: (970) 704-9750 Fax: (970) 704-0287 E -Mail: jma@sopris.net pmm� ^^W F� w0 O -- �O U WSW N O H ISSUED FOR DATE SD REVIEW 11.10.06 HPC FINAL REVIEW 02.16.07 HPC REVIEW REVS 06.04.07 DRAWING MAIN LEVEL PLAN DATE 06.04.07 PROJECT MAIN STREET A2.2 N F G n2 n n4 n5 m n6 n7 n8 ("�9 (!) U NO O '01 N( DATU`11 ELEVATION 100'-0" = MATCH EXISTING = 101.3' 201 MAIN STREET #304 CARBONDALE COLORADO 81623 (970 704-9750 Phone: (970) 704-9750 Fax: (970) 704-0287 E -Mail: jma@sopris.net IN ISSUED FOR DATE SD REVIEW 11.10.06 HPC FINAL REVIEW 02.16.07 HPC REVIEW REVS 06.04.07 DRAWING UPPER LEVEL PLAN DATE 06.04.07 PROJECT MAIN STREET A2.3 0,2 _gy2 8._6 I A4.1 A4.1 24 --) 20 I A4.1 - -_ - o ®® - K I TCHE� 1 A-203. i A 204A-207 - — • LOONY _ . — — A4.1 / Li EX I ROOFL01 m o m 0 22 21 DININ --- A-202 i 1 STA I R I -- I `o 5 TH -205 BENCHCD EX15TINO COMMERCIAL STRUCTURE/ - m DN M QED M FA-20(bb EXI5TINO LOW ROOF I / OPEN BELOW (� u� 70— u 18 EXIS71NO LOW ROOF m 14 15 17 � o I 16 i o in u I v 3'-6" 3'-b" K el el I5' -I lye" 8'-oY2 (!) U NO O '01 N( DATU`11 ELEVATION 100'-0" = MATCH EXISTING = 101.3' 201 MAIN STREET #304 CARBONDALE COLORADO 81623 (970 704-9750 Phone: (970) 704-9750 Fax: (970) 704-0287 E -Mail: jma@sopris.net IN ISSUED FOR DATE SD REVIEW 11.10.06 HPC FINAL REVIEW 02.16.07 HPC REVIEW REVS 06.04.07 DRAWING UPPER LEVEL PLAN DATE 06.04.07 PROJECT MAIN STREET A2.3 a CE IN 0� A3.1 n6 n7 n8 (9� i1 U U (,!) U J J �O 3F G OO'= 'L N 1/4" = 11_�II DATUM ELEVATION 100'-0" = MATCH EXISTIN6 = 101.3' 201 MAIN STREET #304 CARBONDALE COLORADO 81623 (970 704-9750 Phone: (970) 704-9750 Fax: (970) 704-0287 E -Mail: jma@sopris.net ISSUED FOR DATE SD REVIEW 11.10.06 HPC FINAL REVIEW 02.16.07 HPC REVIEW REVS 06.04.07 DRAWING ROOF PLAN DATE 06.04.07 PROJECT MAIN STREET A2.4 A4.1 I I A4.1 1 A4.1 L� 0 10:12 ------ 0 - — . 1 A4.1 ry O h 6 I"0000I _ry O 10:12 10: 12 N T/A i I � - i n Nil I N m N cri j _Z/ i I A4.1 i1 U U (,!) U J J �O 3F G OO'= 'L N 1/4" = 11_�II DATUM ELEVATION 100'-0" = MATCH EXISTIN6 = 101.3' 201 MAIN STREET #304 CARBONDALE COLORADO 81623 (970 704-9750 Phone: (970) 704-9750 Fax: (970) 704-0287 E -Mail: jma@sopris.net ISSUED FOR DATE SD REVIEW 11.10.06 HPC FINAL REVIEW 02.16.07 HPC REVIEW REVS 06.04.07 DRAWING ROOF PLAN DATE 06.04.07 PROJECT MAIN STREET A2.4 40YR ASHPALT SHINGLE PAINTED FASCIA 4 SHADOW TOP OF PLATE EL= 121'-b 1/8" TOP OF PLATE EL= 118'-2 "1/8" PAINTED CEDAR SHAKE PANELS MATCH EX15TINO IX TRIM BRD5 4 SHOE IX TRIM BRD5 TOP OF SUBFL, EL= 110'-1 3/4" TOP OF PLATE EL= 109'-I I/8" 40YR ASHPALT SHINGLE PAINTED CEDAR LAP 5 4" EXPOSURE. MATCH TOP OF 5UBFL EL= 100'-0" TOP OF SLAB EL= 89'-9 3/4 TOP OF PLATE EL= TOP OF PLATE jk EL= 118'-2 11&' _TOP OF SUBFLOOR EL= 110'-1 5/4" TOP OF PLATE EL= 109'-I 1/8" TOP OF SUBFLOOR EL= 100'-0" TOP OF SLAB EL= 89'-9 3/4" 201 MAIN STREET #304 CARBONDALE, COLORADO 81623 (970) 704-9750 Phone: (970) 704-9750 Fax: (970) 704-0287 E -Mail: jma@sopris.net ISSUED FOR DATE SD REVIEW 11.10.06 HPC FINAL REVIEW 02.16.07 HPC REVIEW REVS 06.04.07 DRAWING ELEVATIONS DATE 06.04.07 PROJECT MAIN STREET A3.1 TOP OP PLATE _ EL= 121'-b '1/6" d' m TOP OF PLATE IT EL= 118'-2 1/6" — — TOP OF SUBPLOOR = EL= 110'-1 5/4" TOP OF PLATE _ EL= 104'-I 1/6" _ TOP OF SUBPLOOR EL= 100'-0" Alk TOP OF SLAB EL= 64'-4 5/4" NORTH ELEVATION C> 12/4 DATUM ELEVATION 100'-0" = MATCH EXI5TIN6 101.3' __ UPPER WINDON5 SOUTH ELEVATION 2 DATUM ELEVATION 100'-0" = MATCH EXISTIN6 101.3' I 201 MAIN STREET #304 CARBONDALE, COLORADO 81623 (970) 704-9750 Or- 5U5I=L00R Ak EL= 110'-1 5/4" TOP OP PLATE EL= 104'-I I/6" OF SUBPLOOR EL= 100'-0" TOP OP SLAB EL= 64'-4 3/4" U W O ISSUED FOR DATE SD REVIEW 11.10.06 HPC FINAL REVIEW 02.16.07 HPC REVIEW REVS 06.04.07 DRAWING ELEVATIONS DATE 06.04.07 PROJECT MAIN STREET A3.2 Phone: (970) 704-9750 TOP OP PLATE Fax: (970) 704-0287 EL= 118'-2 7/6" E --Mail: jma@sopris.net Or- 5U5I=L00R Ak EL= 110'-1 5/4" TOP OP PLATE EL= 104'-I I/6" OF SUBPLOOR EL= 100'-0" TOP OP SLAB EL= 64'-4 3/4" U W O ISSUED FOR DATE SD REVIEW 11.10.06 HPC FINAL REVIEW 02.16.07 HPC REVIEW REVS 06.04.07 DRAWING ELEVATIONS DATE 06.04.07 PROJECT MAIN STREET A3.2 TOP OF PLATE dJ TOP OF SUR =BFLOO EL_ TI _v__1 3/4" TOP_ OF PLATE EL= IOa'-I 1/8" _ -�� OVERED UNIT A UNIT B ------------= CARACE CAR PORT -� ENTRY 201 MAIN STREET #304 F- TOP OF 5LA5/5UBFL IR -- — 0 0 -------___ I- TOP OF SUBFLOOR -- — — EL= 100'-0" --- ---- - CARBONDALE, COLORADO 81623 OP OF PLATE_ _ --------------------- TOP Or- SLAB o (970) 704-9750 Y EL= 118'-2 Va" o jdk Nip E a a34B a EPBa q3—'� 'L Fhone: (970) 704-9750 Fax: (970) 704-0287 E -Mail: jma@sopris.net <M: -203 N d� o o O BALCONY A-20� TOP OF SUBFLOOR EL= I10'-1 3/4" TO- -P OF — EL= IOa'-1 I/8" _ -�� OVERED UNIT A UNIT B ------------= CARACE CAR PORT -� ENTRY A-loi F- TOP OF 5LA5/5UBFL IR -- — 0 0 -------___ I- TOP OF SUBFLOOR -- — — EL= 100'-0" --- ---- - Y EL= 100'-0" --------------------- TOP Or- SLAB o UNDRY/ HANICAL -002 ------------- STORZA5E 5ATH RECREATION A-00 A-005 A-00 STA I R o jdk A-001 E a a34B a EPBa q3—'� 'L BUILDING SECTION I DATUM ELEVATION 100'-0- - MATCH EXISTING = 1013' BUILDING SECTION 2 DATUM ELEVATION 100-- - MATCH EXISTING = 1013' ISSUED FOR DATE SD REVIEW 11.10.06 HPC FINAL REVIEW 02.16.07 HPC REVIEW REVS 06.04.07 DRAWING BUILDING SECTIONS DATE 06.04.07 PROJECT MAIN STREET A4.1 ASPHALT SHINGLES ICE 4 WATER SHIELD ROCF SHEATHING. SEE STRUCTS 'REFIN. SAL V. FLASHING N/ DRIP EDGE 2X& CEDAR SHADOW BRD. 2X10 CEDAR FASCIA 2X5 SUBFASCIA IX4 CEDAR T40 SOFFIT H0�21 ZONTAL I XS WOOD 51 D I NO W/ COPPER CHINKING OF -.AGE VYCOR WINDOW WRAP OVER TYVEK HOUSE WRAP SEALENT N/ BACKER ROD. SEE DETAIL I/Aa.I FOR FLASHING SEE WINO ON SCHEDULE FOR WINDOW SIZE Ai,D TECHNICAL INFORMATION SEALENT N/ BACKER ROD OF:AGE VYCOR WINDOW WRAP TYVEK HOUSE WRAP WA._L SHEATHING. SEE STRUCTS 2X BOTTOM PLATE STRUGTL SAL RIM BRD. SEE STRUCTS INSULATE RIM BRD PERIMETER W/ FIBEROLA55 BATT INSUL RIcf MIN. OR:AGE VYGOR WINDOW WRAP OVER TYVEK HOUSE WRAP SEALENT N/ BACKER ROD. SEE DETAIL I/AcI.1 FOR FLASHINO SEE NINLON SCHEDULE FOR WINDOW SIZE AMD TECHNICAL INFORMATION SEALENT N/ BAGKER ROD ORALE VYGOR WINDOW WRAP TYVEK HOUSE WRAP NA -L SHEATHING. SEE STRUCTS 2X BOTTOM PLATE 2X FS SILL PLATE. SEE STRUCTS FOR ATTACHMENT FT\:�) WATERPROOFING SYSTEM 2" TUFF -N -DRY FND INSUL BRD FND -00TINO. SEE STRUCTS FOR SIZE AND REINFORGMENT PROVIDE DRAINAGE PER SOILS REPORT RECOMENDA71ONS 12 SEE ROOF / PLAN / PROPER VENT CHANNEL ROOF FRAMING, SEE 5TRUG75 It W TO PLATE EL= 118'-2 -7/8" I -r BLOWN IN F.G. INSUL R-40 MIN J'' GYP BOARD OVER &MIL VR 2- 2X TOP PLATE. SEE STRUG75 HEADER. SEE 57RUG75 FOR SIZE AND ATTACHMENT. TYP WOOD CASINO. TBD PACKED INSULATION BETWEEN FRAMED RO 4 WINDOW UNIT 6 WOOD CASINO. TBD Q W 8" GYP BOARD OVER &MIL VR_z BLOWN IN F I BEROLASS INSUL. 3 R-21 MIN. WOOD BASE. TBD f FINISH FLOOR. TBD 4" SHEATHING ATOP OYP-CRETE 1 �" GYP -CRETE N/ RADIANT FLG HEATING. PROVIDE 2X NAILERS f SHEATHINO ATTACHMENT. UNIFORM 4" MIN LAYER OF SAND OVERLAIN BY A LAYER OR STRIPS OF OEOTEXTILE DRAINAGE MATTING. TYP. UNIFORM 4" MIN LAYER OF GLEAN AGGREGATE. AOOREGATE MATERIAL TO BE SIZED TO PASS THROUGH A 2" SIEVE AND BE RETAINED BY 1/4" SIEVE. TYP. TO SUBFLOOR,1L EL= 110'-1 5/4`_7 o� i TO PLATE EL= I0C'-1 I/8" FLOOR FRAMING. SEE STRUCTS g" GYP BOARD 2- 2X TOP PLATE. SEE STRUCTS HEADER. SEE STRUGT5 FOR SIZE AND ATTACHMENT. TYP WOOD CASINO. TBD PACKED INSULATION BETWEEN FRAMED RO � WINDOW UNIT W 2 z_ 3 WOOD CASINO. TBD O i B" SYP BOARD OVER &MIL VR BLOWN IN FIBERGLASS INSUL. R-21 MIN. WOOD BASE. TBD FINISH FLOOR. TBD 4" 5UBFLOOR. SEE 5TRUGT5 TO-5LJBf=LOORgk EL= 100'-0" Sit SYP BOARD 2" AIR SPACE 2X4 FI RRI NO WALL a FND WALL PERIMETER WHERE FINISHED. UNO_ R-13 FIBERGLASS BATT INSUL. g" GYP BOARD OVER &MIL VR WOOD BASE. TBD FINISH FLOOR. TBD 4" CONCRETE SLAB N/ RADIANT HE TING- ALL PENETRATIONS, OPENINGS $ CONTROL JOINTS TO BE FILLED N/ AN ELA570KE RIr, POLYURETHANE 5EALENT. SEE STRU TS FOR RE I NFORGMENT. TYP TO 5LAE3,gk EL= 8C' -C 3/4" 2" EPS INSUL. BOARD OVER &MIL POLYURETHANE SHEETING. 12" MIN LAP JOINTS. SEAL/TAPE ALL JOINTS AND PENTETRATIONS. TYP. REFER TO DETAIL &/A5.1 FOR RADON M171OA71ON ROUGH IN TYPICAL NALL SECTION DATUM EI..E1(ATION 100'-O" =MATCH EXI5TIN6 101.3" 201 MAIN STREET #304 CARBONDALE, COLORADO 81623 (970) 704-9750 Phone: (970) 704-9750 Fax: (970) 704-0287 E -Mail: jma@sopris.net ISSUED FOR DATE SD REVIEW 11.10.06 HPC FINAL REVIEW 02.16.07 HPC REVIEW REVS 06.04.07 DRAWING WALL SECTIONS DATE 06.04.07 PROJECT MAIN STREET A5.1 LONER LEVEL REFLECTED GE I L I NO FLAN 1/4" DATUM ELEVATION 100'-0" = MATCH EXISTING = 101.3' 201 MAIN STREET #304 CARBONDALE COLORADO 81623 (970 704-9750 Phone: (970) 704-9750 Fax: (970) 704-0287 E -Mail: jma@sopris.net ISSUED FOR DATE SD REVIEW 11.10.06 HPC FINAL REVIEW 02.16.07 HPC REVIEW REVS 06.04.07 DRAWING LOWER LEVEL REFLECTED CEILING PLAN DATF. 06.04.07 PROJECT MAIN STREET A7.1 sw 2 A3.1 MA I N LEVEL DATUM ELEVATION 100'-0" = MATCH EXISTING = 101.3' 201 MAIN STREET #304 CARBONDALE COLORADO 81623 (970 704--9750 Phone: (970) 704-9750 Fax: (970) 704-0287 E -Mail: jma@sopris.net ISSUED FOR DATE SD REVIEW 11.10.06 HPC FINAL REVIEW 02.16.07 HPC REVIEW REVS 06.04.07 DRAWING MAIN LEVEL REFLECTED CEILING PLAN DATE 06.04.07 PROJECT MAIN STREET A7.92 D a r© n6 n7 n8 (9 U :J N 01 D 3F G UFFER L E\/r-L. REFL.EGTED G I L. I NO FLAN 1/4" = 1'-0" DATUM ELEVATION 100'-0" = MATGH EX15TINO = 101.3' 201 MAIN STREET #304 CARBONDALE, COLORADO 81623 (970) 704-9750 Phone: (970) 704--9750 Fax: (970) 704-0287 E -Mail: jma@sopris.net ISSUED FOR DATE SD REVIEW 11.10.06 HPC FINAL REVIEW 02.16.07 HPC REVIEW REVS 06.04.07 DRA\WING UPPER LEVEL REFLECTED CEILING PIAN DATE 06.04.07 PROJECT MAIN STREET A73 A4.1 I A4.1 I A4.1 in N T H — L I EA �M --2-0 -4 A11111 LGONY 11 . — . — III - A4.1 �r - o D I OI - 2 STA I R ,4-201 _ &- - V�'�2 I ` .000 - EXISTINO STRUGR�RG I AL - -- - - EXI5TINO LOW >= - m m EXIRO FL BATH BATH /A-205 IL T ®8'-O" A.P.P. M BED RMROOF ,4-206 oc PLAT 08'-0" A.P.P. I o ®� LL Q / 0 15TINO LOW ROOF I ° I o 10. 53/4"5_5 4.. 8'-Oy2" i i 1 A .I 4'-3" V:2 U :J N 01 D 3F G UFFER L E\/r-L. REFL.EGTED G I L. I NO FLAN 1/4" = 1'-0" DATUM ELEVATION 100'-0" = MATGH EX15TINO = 101.3' 201 MAIN STREET #304 CARBONDALE, COLORADO 81623 (970) 704-9750 Phone: (970) 704--9750 Fax: (970) 704-0287 E -Mail: jma@sopris.net ISSUED FOR DATE SD REVIEW 11.10.06 HPC FINAL REVIEW 02.16.07 HPC REVIEW REVS 06.04.07 DRA\WING UPPER LEVEL REFLECTED CEILING PIAN DATE 06.04.07 PROJECT MAIN STREET A73