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Home My WebLink AboutApproved Drawings.215 N Garmisch St.20230316PROJECT ADDRESS: THE YELLOW BRICK SCHOOL SHEET INDEX: 215 N. GARMISCH ASPEN, CO 81611 LEGAL DESCRIPTION: Subdivision: CITY AND TOWNSITE OF ASPEN Block: 57 Lot: A AND:- Lot: Thru S PLUS VACATED ALLEY. YELLOW BRICK PROJECT SCOPE: WEST STAIR: REPLACE SIDEWALK, LANDINGS, STAIRS, RAILINGS AND GUARDS, SNOWMELTED CONCRETE WHERE INDICATED EAST STAIR: REPLACE SIDEWALK, LANDINGS STAIRS, AND RAILINGS SNOWMELTED CONCRETE WHERE INDICATED SOUTH ADA ENTRANCE: ADD RAMP RAILINGS PROJECT DATA: JURISDICTION CITY OF ASPEN 427 RIO GRANDE PLACE ASPEN, CO 81611 970-920-5000 BUILDING CODE: 2015 INTERNATIONAL BUILDING CODE 2015 INTERNATIONAL EXISTING BUILDING CODE USE AND OCCUPANCY CLASSIFICATION: PER IBC 2015 SECTION 305.2: GROUP E OCCUPANCY OCCUPANT LOAD CALCULATION: PER IBC 2015 SECTION 1004.1.1: FUNCTION OF SPACE: DAY CARE 1 EDUCATIONAL; VOCATIONAL FLOOR AREA IN S.F. I OCCUPANT: 35 NET 150 NET 14,785135 = 422 OCCUPANTS 13,520 150 = 270 OCCUPANTS TOTAL (MAX.) = 692 OCCUPANTS EGRESS WIDTH CALCULATION: ENTRY STAIR REPAIR/REPLACEMENT AND ADA ACCESS IMPROVEMENTS 215 N. GARMISCH ASPEN, COLORADO 81611 N F VICINITY MAP SCALE: NOT TO SCALE PROJECT CONTACTS: OWNER: DESIGNER: CIVIL ENGINEER: CITY OF ASPEN BG ARCHITECTURE & DESIGN TBD 130 S. GALENA STREET 111 H AABC ASPEN. CO 81611 ASPEN, CO 81611 T. (970) 948 6709 APPLICABLE CODES: CONTACT: BARRY GEREB BUILDING CODE: 2015 IBC barry.gereb@bgadaspen.com FIRE CODE: IFC 2015 IFC 2015 PER IFC 2015 SECTION 912.3 ACCESS: PROJECT MANAGER: STRUCTURAL ENGINEER: IMMEDIATE ACCESS TO FIRE DEPARTMENT CONNECTIONS SHALL BE MAINTAINED AT ALL TIMES AND WITHOUT OBSTRUCTION BY FENCES. BUSHES, CAPITAL ASSET AS T. TBD TREES, WALLS OR ANY OTHER FIXED OR MOVABLE OBJECT. ACCESS TO FIRE DEPARTMENT CONNECTIONS SHALL BE APPROVED BY THE FIRE CHIEF. ASPEN. GALENA N. CO 8161111 T. (970) 429 1791 CONTACT:EVAN PLETCHER ACCESSIBILITY: evan.pletcher@cityofaspen.com ICC I ANSI A117.1 2009 COLORADO REVISED STATUTES IBC 2015 1010.4 Vertical rise. The rise for any ramp run shall be 30 inches (762 mm) maximum. 1010.2 Slone. Ramos used as Dart of a means of earess shall have a runnina slope not steeper than one unit vertical in 12 units horizontal (8-Dercent slopel. The CALL 811 PRIOR TO EXCAVATION 215 N. GARMISCH ASPEN, CO 81611 SHEET # TITLE T1.0 PROJECT DATA SV SURVEY A1.0 WEST ENTRANCE: EXISTING/DEMO A1.1 EAST ENTRANCE: EXISTING/DEMO A1.2 SOUTH ADA ENTRANCE: EXISTING/DEMO A1.3 WEST ENTRANCE: PROPOSED A1.4 EAST ENTRANCE: PROPOSED A1.5 SOUTH ADA ENTRANCE: PROPOSED PROJECT DATA slope of other pedestrian ramps shall not be steeper than one unit vertical in eight units horizontal (12.5-percent slope). 1010.4 Vertical rise. The rise for any ramp run shall be 30 inches (762 mm) maximum. 1010.8 Handrails. Ramps with a rise greater than 6 inches (152 mm) shall have handrails on both sides. Handrails shall comply with Section 1012. T1.0 . 4o a. EXISTING ° PLANTER TO REMAIN TYP. ° o EXISTING SITE o ° WALL TO REMAIN ° ° a° TYP. o ° EXISTING a a ° a SIDEWALK TO ° REMAIN a ° a ° T.O. EXISTING SIDEWALK EL. = 7889'-6" = 94'-2-1/2" T.O. EXISTING SIDEWALK EL. = 7889'-6" = 94'-2-1/2" — — — — — — — — n 1 215 NORTH 4 a' d I DEMODEMO °I GARM ISCH a d I EXISTING , ° EXISTING I RETAINING I °� a LANDING WALLS ° ° a DEMO EXISTING 1 DEMO EXISTING b° d° GUARDRAIL I HANDRAIL I sae°I EXISTING SIDEWALK TO d a REMAIN �I------ H III Iip °9 a EXISTING CURB DEMO a AND GUTTER TO EXISTING I I— — — — — — — -- ° 1 I EXISTING ° REMAIN STAIRS 1 I 1 i i I 1 FOUNDATION a I— — — — — — — -- WALL BELOW TO 11 REMAIN a. I , 1 Lij ° ° III I I w ° °a ROOF III I I I a d a OVERHANG I I I 1 1 1 a ° da ° e T.O. EXISTING SIDEWA LK EL. = 7890'-0" = 94'-8-1/2" ° III I I I I ° d III DEMO (n ° EXISTING III I I I 1 ° ° LANDING III AND III DEMO EXISTING WALL III I I I 1 1 1 I I I I I I EXISTING 1 a SIDEWALK TO BELOW III REMAIN STAIRS III I 1 I I 4 ° III I I 1 — e DEMO ° a EXISTING—_---_—�°a� °° a STAIRS ° d ° III 4 11—_------- 1I1 a41 --------- II I - 1 — — — — —— DEMO EXISTING I11 j °I LANDING as ° ° a ° I � J ° da a ° d ° DEMO I °I EXISTING LANDING ° ° SIDEWALK TO I paI ° REMAIN I DEMO f EXISTING I a < ° I RETAINING 1 4 ° d ° d I WALLS 1a i a ° °14 1 1 I T.O. EXISTING SIDEWALK I gal d EL. = 7890'-0" = 94'-8-1/2" Ta — a4 d 7800' : EXISTING a ° ° PLANTER TO REMAIN TYP. EXISTING SITE ° 'a a° WALL TO REMAIN a TYP. o d. a d as o EXISTING ° SIDEWALK TO a REMAIN ° ..d ... 41 d ° O WEST ENTRANCE: DEMO AREA = 165.86SF WEST ENTRANCE: EXISTING CONDITIONS 1 /4" = 1'-0" A1.0 NTS WEST ENTRANCE: EXISTING CONDITIONS WEST ENTRANCE: EXISTING CONDITIONS NTS A1.0 NTS Z 0 w o U c w Z cu w co i1 U m0C'.�o— a� c L Q _ r"V O m-0 cu Q Uv� U C oo O Q U O.z J Z W J W � 0- U) N Q 2/13/2023 HPC REVIEW Q3/16/23 WEST ENTRANCE EXISTING A1.0 WEST ENTRANCE: EXISTING/DEMO 1 /2" = 1'-0" WEST ENTRANCE: EXISTING CONDITIONS 7 WEST ENTRANCE: EXISTING CONDITIONS NTS A1.0 NTS + + �77 +'++++++++++ + + + + \ \+ + + + + + + c� + + + + + + + co + + + + + + DEMO AND STORE + + + + \ BRICK AS NEEDED + + + + + FOR INFILL ON +� + +/� + STREET FACING + + + / + + SIDES OF + / + + 00 AFFECTED / ti EXISTING ENTRY + + WALLS. EXISTING + + / + + I SITEWALL TO + + / + + + REMAIN + / / + + + I /� EXISTING + + + �+ + ++++++ BENCH + + + + + + + +O +/ TO REMAIN + + + + + + T.O. EXISTING SIDEWALK + + + + + + + + EXISTING + + + + SIDEWALK TO + + + + REMAIN + + + + Q + + EXISTING + SIDEWALK TO + + REMAIN + + + + + + + + + + + + + + + + + + + + + + + T.O. EXISTING SIDEWALK EL. = 7892' 96'-8-1/2" 7891'-10-3/4" = 96'-7-1/4" I I I I I EXISTING DEMO I SITEWALL TO I EXISTING REMAIN I GUARDRAIL I I I I I DEMO I EXISTING I I I I DEMO EXISTING DEMO I I I I HANDRAIL EXISTING I I I I I I I LANDING I I I I I I I I I I I I I DEMO EXISTING I EXISTING I I I I I I FLATWORK i SIDEWALK TO I I I I I I I REMAIN I I I I I I I I I I I I I I I I I I I I I I I U I I I I I I I DEMO EXISTING I HANDRAIL I I I I I I I I I z—J--1--L—J--1--L ----------------- I EXISTING—�--T--�—�--T--�— I L0 I FOUNDATION v— Q WALL BELOW TOI I I I I I I N `D REMAIN I I I I I I I I I I I DEMO ROOF I I I I I EXISTING OVERHANG I I I I I STAIRS I I I I I I I EXISTING I I I I I I I SIDEWALK TO I I I I I I DEMO EXISTING I REMAIN DEMO I I I I I I I FLATWORK EXISTING I I I \ LANDING I I I I EXISTING �I I I I I SITEWALL TO — I REMAIN I� DEMO I EXISTING L --I--- + + Y \L.. = 78192'I2-G/2IDE 6-1 K +: + ------ + + + + + DEMO + + + + + + + EXISTING - + + + + \ + + +\ + + FOUNDATION + + I + + + + +\ + + WALL AND - + + + + + + +�� + + GUARDRAIL + + 4 + + + + + + + + + + + + + + + \� + + DEMO AND STORE + + + + + +BRICK AS NEEDED +M + + + FOR INFILL ON + N + + \� STREET FACING O + +SIDES OF +I �+ + + AFFECTED I+EXISTING + + + ENTRY + a + + I WALLS. EXISTING + + + + SITEWALL TO + C + + REMAIN + + O + I + + + + + + +� + + + + + + 00 + + + + \ + + + + + + + / + + + + + + + + + + + + + + + + + + + + + + + + T.O. EXISTING SIDEWALK = 7Acw-1n-'i/d" = AR'-7-1/A" + + + + + + + + + + + + EXISTING + + + + SIDEWALK TO + + + + REMAIN + + + + + + + + + + + + + + q + + � v EXISTING SIDEWALK TO + REMAIN + + + + + + + + +++0 + + + + EAST ENTRANCE: DEMO AREA = 360.33SF 1 /4" = 1'-0" EAST ENTRANCE: EXISTING CONDITIONS NTS EAST ENTRANCE: EXISTING CONDITIONS NTS EAST ENTRANCE: EXISTING CONDITIONS NTS V w o U o N W Q cu w 0) coo = Uoo�U� U m0C,.�o- a� Q coQ L a� r"V O rn -0 Q U U c� U) C 00 U O.z rQn V J Z W w U) N Q 2/13/2023 HPC REVIEW Q3/16/23 EAST ENTRANCE EXISTING A1.1 EAST ENTRANCE: EXISTING/DEMO 1/2" = 1'-0" EAST ENTRANCE: EXISTING CONDITIONS NTS EAST ENTRANCE: EXISTING CONDITIONS NTS — —7896' _ + + + + + — 7895' EXISTING ADA DOOR OPENER EXISTING NUMERIC KEY PAD EXISTING GENERATOR EQUIPMENT EXISTING CONCRETE PAD EXISTING FREESTANDING SHED -\ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + O O + + + + + + + + + + + a + + a a + O++ o O ++ + ++ ++ ++ ++ + ++ +++ + ++ ++++ ++ ++ +++++ +++ ++++ +++++++ ++++ +++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + SOUTH ADA ENTRANCE: EXISTING CONDITIONS NTS SOUTH ADA ENTRANCE: EXISTING CONDITIONS NTS SOUTH ADA ENTRANCE: EXISTING CONDITIONS NTS SOUTH ADA ENTRANCE: EXISTING CONDITIONS NTS z 0 w o 0 U 0 N W Q Z W CO oo �1 2 U C) � U mO(o a) °� Q 00 L- (1) Q cy) o rn Q -21 U U � C 00 U 0 �Qn V •z J Z W J W n U) N Q 2/13/2023 HPC REVIEW Q3/16/23 SOUTH ADA ENTRY EXISTING A1.2 SOUTH ADA ENTRANCE: EXISTING CONDITIONS 1 /2" = 1'-0" 0 n 0 o O 0 0 � d a 215 NORTH T.O. EXISTING SIDEWALK T.O. EXISTING SIDEWALK EL. = 7889'-6" = 94'-2-1/2" EL. = 7889'-6" = 94'-2-1/2" S-11" GA R M I S C H DN 1 RISER @ 6.25" REPLACE RETAINING WALLS IN EXISTING LOCATIONS O O I I 4 C 4 a 1-1/2" STL RND TUBE 1-1/2" STL RND TUBE HANDRAIL HANDRAIL 1-1/2" STL RND TUBE GUARDRAIL L DN C--) 7 RISERS @ 6.25" 1 H7777/777 6 TREADS @ 11" W w ry ' A T.O. EXISTING SIDEWALK EL. = 7890'-0" = 94'-8-1/2" 1-1/2" STL RND TUBE HANDRAIL SLOPE" / FT V♦1 �/ 3 I l/1l v' 00 I 3 2 1 CO DN m � 4 RISER � O @ 6.25" 3 TREADS @ 11" I � T . LANDING co Z I� ca r 1-1/2" STL RND TUBE N0 HANDRAIL o 0 DASHED LINE OF O EXISTING \ FOUNDATION WALL Z r O DN BELOW 1 7 RISERS @ 6.25" PROVIDE RETURN 6 TREADS @ 11" AT HANDRAIL EXTENSION 1-1/2" STL RND TUBE a GUARDRAIL 4 � 1-1/2" STL RND TUBE 1-1/2" STL RND TUBE HANDRAIL HANDRAIL d 0 0 I I LANDING TO BE COPLANAR WITH EXISTING SIDEWALK REPLACE RETAINING a WALLS IN EXISTING LOCATIONS % a O. EXISTING SIDEWALK = 7890'-0" = 94'-8-1/2" a d 7890' a 0 0 0 ad< d / � O 0 WEST ENTRANCE: PROPOSED 1 /2" = 1'-0" WEST ENTRANCE: ELEVATION 1 /2" = 1'-0" Y EL. = 7889'-6" = 94'-2-1/2" WEST ENTRANCE: ELEVATION 1 /2" = 1'-0" TYPICAL DETAIL: SNOWMELT SLAB INSULATION 1" = 1'-0" SNOW MELTED CONCRETE SLAB R10 INSULATION COMPACTED GRAVEL COMPACTED GRADE 0 00 0 0 0 g 215 NORTH GARMISCH SNOW MELT AREA= 167SF H W W U) SEE 4/A1.3 FOR SLAB INSULATION DETAIL LL I O 7890' i 0 O 0 0 0 WEST ENTRANCE: PROPOSED SNOW MELT AREA 1/4" = 1'-0" Z 0 W O U o N W Q � rA w cu c0 U0015�� U m 0 C.0 N L co Q Q r"V O Q m U C) c� — cn oo O Q U Z J Z W W U) N Q 2/13/2023 HPC REVIEW Q3/16/23 WEST ENTRANCE PROPOSED Al .3 + + + + + + + + + + + + rn + + 00 + + I + + + DN 6 RISERS @ 6.25" 5 TREADS @ 11" SLOPE T" / FT � U � U) O 5 Z ^' zry EXISTING FOUNDATION WALL BELOW TO REMAIN N CD 0 ROOF OVERHANG I I T O Z to V! T w0 NO T1 DN 0 6 RISERS @ 6" b 5 TREADS @ 11" + \ + + + + + + + + + + + Icy + + + + + + + + + rn 00 + + + + + + + + + + + + + Q + + + o I + + + + +\ + + v + + + + I+ + + / PROPOSED EXISTING + + + + + + + + + + T.O. EXISTING SIDEWALK T.O. EXISTING SIDEWALK EL. = 7892' 96'-8-1/2" EL. = 7891'-10-3/4" = 96'-7-1/4" I INFILL DAMAGED AND AF ECTED PROPOSED EXISTING EXISTING SITE WALLS WI�H SALVAGED BRICK I I 2 REPLACE FLATWORK dAl.4 1' 0" c REPLACE STAIRS IN EXISTING LOCATION N REPLACE FLATWORK \ REDUCE STAIR WIDTH AT EXISTING WALL + + + + + + + + T.O. EXISTING SIDEWALK EL. = 7891'-10-3/4" = 96'-7-1/4" + + + + INFILL AFFECTED EXISTING \ + + + + + + + + + WALLS WITH SALVAGED BRICK + + + + I + + + + + + \ + + + + + + + + + I+ + + + + + + + + + + + II + + + + + + + + + PROPOSED EXISTING \ + + + + + T + + + + + + + + + + \ + + I DEMO AND STORE BRICK AS + + + \ + + + + NEEDED FOR INFILL ON STREET + FACING SIDES OF AFFECTED -EXISTING ENTRY WALLS. EXISTING- M + + + + + SITEWALL TO REMAIN \ + + + + + 00 + + + + + + + + + + a v + + + + + + O + + + + + + + 000 ) + + + + + + + + + + + + + + + + + + + + + + / + + + + + + + + + + + + + + + + + + + + + + + + + + + + + I/ I I I I I I II I I I I I I I � � � � � � EAST ENTRANCE PROPOSED 1 /4" = 1'-0" -1777 + + + + + + + + + + + + + + + + + + + + + + + ,„,„ + + o + + + + + + + + + + + co + + + + + + + \ + + + + + + + Q + + I + + + O + + + + + + + + o + + + + + + + + + + + + + + +/ + + + + + + + + + + + + + + + + + + F + + + + + + + + + + + + + + + + + + + SNOW MELT AREA = 357SF F— cf) O O:E Lo Q SEE 4/A1.3 FOR SLAB INSULATION r° DETAIL FOP + + + + + + + + + + + + + + + + + + + + + + + + + \ + + + + ++�++++ ++++ ++++ + +++++ +++++ ++++ t+++++ + ++++ ++++ + + + + + + + + + + + + l^) + + + + + �+ + + + + + + + + + Q + + + + + + o + + + + + + + �+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + EAST ENTRANCE: PROPOSED SNOW MELT AREA Z w o 0 U 0 N w oC � wc0 2 U o� U mOcO a� Q co a� Q Q rn i U U co U) V-- 00 O Q U 0.z V ^ J Z W W U) N Q 2/13/2023 HPC REVIEW Q3/16/23 EAST ENTRANCE PROPOSED AlA EAST ENTRANCE: PROPOSED 1 /2" = 1'-0" 1 /4" = 1'-0" T.O. FIN. FLOOR EL. = 7895'-3 1/2" = 100-0" I O - Lu 7896 0 n o + EXISTING ADA z z EXISTING DOOR OPENER Ln o Q FREESTANDING + o STORAGE SHED EXISTING NUMERIC + KEY PAD + + + _ — — 7895' --- — -- T.O. FIN. FLOOR / + EL. = 7895-2 1/2" = 99'-11" / + + - 2 A 1.5 --------- ----- ----- __3 EXISTING + GENERATOR - G EQUIPMENT + + EXISTING + CONCRETE PAD RAMP GUARD/ HANDRAIL + + 6'-101" �w o �0 I c9 zz Lo z og + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 7894' — — + + + + + + + + o O ++ o O ++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 60" MINIMUM LANDING DEPTH / SIDEWALK WIDTH SOUTH ADA ENTRANCE: ELEVATION 1/2" = 1'-0" T.O. FIN. FLOOR EL. = 7895'-3 1/2" = 100-0" LANUING UEP I H ^ ,'' — BREAK SOUTH ADA ENTRANCE: ELEVATION 1/2" = 1'-0" 60" MINIMUM LANDING DEPTH / SIDEWALK WIDTH T.O. FIN. FLOOR EL. = 7895'-3 1/2" = 100-0" z 0 w o U o N W Q � U cu w coo 00 o U m Q L Q h� -r r"V O Q m -0 U U c� W O U O rQn V •z J Z W W U) N Q 2/13/2023 HPC REVIEW Q3/16/23 SOUTH ADA ENTRY PROPOSED A1.5 SOUTH ENTRANCE: PROPOSED 1/2" = 1'-0"