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Home My WebLink AboutLand Use Case.HP.420 E Hopkins Ave.0002.2008.AHPCLUMINAIRE SCHEDULE TYPE • LAMPS DESCRIPTIONINP AD VOLT MOUNTING MANUFACTURER, CAT. NUMBER fin O F1 4 F032/835 8' FLUORESCENT, GASKETED WITH ELECTRONIC 128 120 WALL COOPER - METALUX: SMO •a BALLAST VA +10'-0" #8TVT2-232DR-120V-ER8I-WL FIA 2 FO32/835 SAME AS TYPE "F1" EXCEPT 4'-0" LONG 64 120 WALL COOPER - METALUX: C ow • t$ VA +10'-0" #VT2-232DR-124V-ER81-WL F2 2 F025/735 3' FLUORESCENT VANITY WALL BRACKET WITH ROUND 50 120 WALL COOPER - SHAPER: ACRYLIC LENS AND NATURAL ALUMINUM FINISH VA PER ARCH #605-37-T8/2/25-12OV--NA F3 1 CF26DD/835 6" DROP LENS SHOWER LIGHT 26 120 RECESSED COOPER - PORTFOLIO: VA GYPSUM #C6126E-6281LI3-WF F4 1 CF13DD/835 FLUORESCENT STEP LIGHT WITH TEXTURED ALUMINUM 26 120 RECESSED COOPER - LUMIERE: FINISH VA PER ARCH #1211-LA-CF13-12OV-WT F5 1 CF26DD/835 ELEVATOR PIT LIGHT WITH WIREGUARD 26 120 WALL COOPER - LUMARK: VA #PLVS-W-CG-26W-120V F6 1 F025/735 3' FLUORESCENT UNDERCABINET LIGHT 25 120 SURFACE COOPER -- METALUX: VA #CL-125-12OV--ER81 F7 2 F032/735 4' LINEAR FLUORESCENT LENSED WRAPAROUND WITH 64 120 SURFACE COOPER - METALUX: ACRYLIC LENS VA #UT-232AI25-12OV-ER81 F8 2 CF26DD/835 6" OPEN REFLECTOR COMPACT FLUORESCENT DOWNLIGHT 52 120 RECESSED COOPER - PORTFOLIO: WITH ELECTRONIC BALLAST AND PEWTER TRIM VA #C6226E-625OU F8A 2 CF26DD/835 SAME AS TYPE "F8" EXCEPT WITH DIMMABLE BALLAST 52 120 RECESSED COOPER - PORTFOLIO: VA #C62261 D-625OU F9 2 F032/835 4' LINEAR FLUORESCENT STRIP LIGHT WITH 64 120 SURFACE COOPER - METALUX: ELECTRONIC BALLAST AND WIRE GUARD VA #SS-232-12OV-ER8I -WG/SS F9A 2 F025/735 SAME AS TYPE "F9" EXCEPT 3' IN LENGTH 50 120 SURFACE COOPER - METALUX: VA #SS-225-12OV-ER8I -WG/SS F10 2 FP54/835/HO 8' LINEAR PENDANT MOUNT DIRECT/INDIRECT WITH 108 120 PENDANT COOPER - CORELITE: ELECTRONIC BALLAST AND SPECULAR LOUVER VA -18" BFC IPP-WP-2T5-1C-120-AC18-T1-8 F10A 2 FP54/835/HO SAME AS TYPE "F10" EXCEPT WITH DIMMING BALLAST 108 120 PENDANT COOPER - CORELITE: VA -18" BFC 41P-WP-2T5-1D-120-AC18-T1-8 F11 1 FP54/835/HO 4' LINEAR WALL MOUNT DIRECT/INDIRECT WITH HIGH 54 120 WALL COOPER - CORELITE: OUTPUT LAMPS AND ELECTRONIC BALLAST VA PER ARCH jFW-SP-2T5-1C-120-SU-WA-4 F12 2 F032/835 4' LINEAR FLUORESCENT STAGGERED STRIP LIGHT 64 120 SURFACE COOPER - METALUX.- NTH ELECTRONIC BALLAST VA #SNL-232-12OV-ER81 F13 4 FP54/835/HO 2'x4' SURFACE MOUNTED HI -BAY WITH HOSEDOWN 216 120 SURFACE COOPER - METALUX: RATING AND ELETRONIC BALLAST VA #2HBHD-454T5-G-CL-21OV-EHT1 F14 2 F032/835 1'x4' WALL MOUNTED ROUGH SERVICE FLUORESCENT 64 120 WALL COOPER - FAIL SAFE: WITH ELECTORNIC BALLAST VA PER ARCH #FS -RW -64 -A -120V F15 8 CF26DD/835 34" DIAMETER PENDANT MOUNTED BOWL FLOURESCENT 208 120 PENDANT COOPER - SHAPER: WITH POLISHED BRASS FINISH AND ELECT. BALLAST VA 96" STEM #494-34-CFL/8/26-12OV-3S-96" F16 2 CF26DD/835 24" DIAMETER RECESSED MOUNTED BOWL FLOURESCENT 52 120 RECESSED COOPER - SHAPER: WITH POLISHED BRASS FINISH AND ELECT. BALLAST VA a #494RP-CFL/2/26-12OV-PB Ti 5 75W PAR30 4' LINEAR TRACK LIGHTING WITH WHITE TRACK AND 375 120 SURFACE COOPER - HALO: (5) WHITE GIMBAL RING TRACK HEADS VA TRACK: #L651 P -L901 P HEAD: #..1730P H1 1 M175/C/U/ WALL MOUNTED HID FIXTURE WITH TYPE 4 DIST. AND 210 120 WALL COOPER - INVUE: MED MAGNETIC BALLAST (COLOR PER ARCHITECT) VA #VWS-1 75 -MH -1 20-4S H1A 1 M50/C/U/ SAME AS TYPE "H1" EXCEPT WITH 50W LAMP 70 120 WALL COOPER - INVUE: MED VA #VWS-50-MH-120-4S H2 1 M100/C/U/ WALL MOUNTED HID FIXTURE WITH TYPE 4 DIST. AND 135 120 RECESSED COOPER - PORTFOLIO: MED MAGNETIC BALLAST (COLOR PER ARCHITECT) VA #M6043S-740-10012-PWM H2A 1 M50/C/U/ SAME AS TYPE "1-12" EXCEPT WITH 50W LAMP 70 120 RECESSED COOPER - PORTFOLIO: MED VA #M6043S-720-10012-PWM H2E 1 M50/C/U/ SAME AS TYPE "1-12" EXCEPT WITH 50W LAMP AND 70 120 RECESSED COOPER - PORTFOLIO: MED EMERGENCY TIME DELAY QUARTZ RESTRIKE VA #M6043S-0-720-10012-PWM 12 E6.1 �! r r • �a •N O w ,0A fin O ON O A . O O~ &• M SMO •a � v • :a o to � an Ae O C ow • t$ d E6.1 �! TRALPNt "OUTO ER F14 FIA 1 FIA i O F8A O FSA FIA V F7 O FIREMAN'S POLE F4 o O FSA < 3DV 3v O FS 3_ F1 H2 HI 0 H2 I I H2 HI �' H2 +1�'-0"' I — «EREsroRYwwows `,�b-o• AFQ— +1AFG r — — — Ll I ! a p J TI FIG FIRE DEPARTMENT PARKM O H2A u u J TI F1 6. AS WN WA J TI FAME JLA FIRE FIam F16 no J TI FALL of FLAME (��(„ TI J ME e� INTE FIGFIG HT1cj FS em F8 O FS 118 3 T O H2A O H2A II / H2A DISPLAY BIN / MAIN LJEVEL r r �e 0 ., • o $a® ' o off,-•„ •3 e•r moo« .0 owN • O -s= 'gyp is � onfNo 64; • e� r r r MAIN LJEVEL on ..k T.O. LEVEL 3 SLAB ELEV. 150'-0" T.O. LEVEL 3 SLAB ELEV. 133'-6" T.O. LEVEL 3 SLAB ELEV. 122'-6" T.O. LEVEL 2 SLAB ELEV. 112'-0" TO. SLAB ELEV. 100'-0" Li ---------------------------1 TO. BASEMENT SLAB ELEV, 90'-0" NORTH SECTION SCALE :3/16" = 1 --0" 21 EAST SECTION J SCALE :3/16" = 1'-0" m 0 0 D F- 00 291 0 E--4 Z ti z 0-4 0 co L) O ;T. (0 AM < !E -T-- a 00 4- 0 QU 0 0 0a 0 10 (aL =QU U) z C WL 0< -C F— CmL CO) Q0 r04 00 CN co 0 fO c) 0 CN W 0 W O 0 to x N m 4-.0 W -0 Q) 00 04 —01).– m E EN , CZ CD 0 n3 rn U) LO LO REV. SCHEMATIC DESIGN REV. DESIGN DEVELOPMENT APR HPC SCHEMATIC APPROVAL APRi COWOP ENDORSEMENT Construction issue date: JAN. 8, 2008 Drawing Title: SECTIONS Sheet #: A402 m 0 0 D F- 00 291 B B -CTION 11-011 SECTION = 11-011 iLAB ow W Ch 00 ............ -a oNA CL (n 0 a (0 4— 0 0 0 0 CL Uj 0 L— 0 C\l 0 CL -C CL i7L I= C = ia) CL U) v- 04 00 04 CO 0 1" ON C J, NS 0 O. 0 x O cu D 0 Co Cj E EN m CD L- I 0 0 I- to 0) Lo LO REV. SCHEMATIC DESIGN REV. DESIGN DEVELOPMENT APR HPC SCHEMATIC APPROVAL APR COWOP ENDORSEMENT Construction issue date: JAN. 8, 2008 Drawing Title: ELEVATIONS Sheet #: A4ml T.O. HOSE TOWER ELEV. 150'-0" RED METAL PANEL SYSTEI T.O. ROOF --- — — — ELEV. 139'-6" T.O. PARAPET ELEV. 13T-0" PRECAST CONCRETE T ELEV. 122'-6" T ELEV. 112'-0" ELEV. 100'-0" T.0. ROOF ELEV. 139'-6'' T.Q. PARAPET ELEV. 124'-0"— T.O, ROOF ELEV. 123'•0" STOREFRONT WINDOW SYSTEM METAL CANOPY h T.0, LEVEL 2 SLAB — — Y ELEV. 113'-0" WINDOW SYSTEM ASPEN VOLUNTEER FIRE DEPARTMENT TftM $hop 0f ftW ®IIII�1111��!11!!�1 ;c1\ '� i: ��r,�Y -�'• ♦ 1141R� :'A:ate t —/ 7 ELEV, — V. - ELEV. SYSTEM k n'titi,, ''r•• .��.��,� ..�� -; � ��•\�hT!!Ti\`Ui�'Iil%R'e*!!r'Y_•!�,"� �11'INFO !!!+7.'•.7*\!II�!%!�iil`Ili�, _;��►-v'� ..`��`V'++�`��11�5C�n'��ii °�if71i4�if1,� n•�� - �.;_.:;�� .X M.��rI,►iX ir�..d i� ■.— % J � -- �� `I , ;�':_ •�. =w; ,'fit .� `, 0� � .'.,-. ■ •$ IFUNIM �I VOLVO CL 0 0 F01 0 1 1 vj Z00 NO I I EZZINA 1 4-0 •.LLJ Im• �� • - 04•- s :ENR•• •- 1 c, • •04- .� - T.o.-SLAB - — — ---� ELEV. 100'-0" SCALE :3/16" = V-0" L----------------------------------------------_.----------------�-----------------------------------------------------------------------1------------------ 1 — _ kT•O.BASEMENT SLAB ELEV. 90'-0" r N Q0 V. N 00 N 00 a 0 Cdr.. U ON C O N 0) C n Q (D 0) O Q N ». 0 x @) m M.0 O _ -0 � 00 �N N N d. N U -O E EN rA rr 4 O� @ 0) U v LO LO REV. =11 REV. E.1111m APR HPC SCHEMATIC APPROVAL APRI COWOP ENDORSEMENT m. WINDOW SYSTEM ASPEN VOLUNTEER FIRE DEPARTMENT TftM $hop 0f ftW ®IIII�1111��!11!!�1 ;c1\ '� i: ��r,�Y -�'• ♦ 1141R� :'A:ate t —/ 7 ELEV, — V. - ELEV. SYSTEM k n'titi,, ''r•• .��.��,� ..�� -; � ��•\�hT!!Ti\`Ui�'Iil%R'e*!!r'Y_•!�,"� �11'INFO !!!+7.'•.7*\!II�!%!�iil`Ili�, _;��►-v'� ..`��`V'++�`��11�5C�n'��ii °�if71i4�if1,� n•�� - �.;_.:;�� .X M.��rI,►iX ir�..d i� ■.— % J � -- �� `I , ;�':_ •�. =w; ,'fit .� `, 0� � .'.,-. ■ •$ IFUNIM �I VOLVO CL 0 0 F01 0 1 1 vj Z00 NO I I EZZINA 1 4-0 •.LLJ Im• �� • - 04•- s :ENR•• •- 1 c, • •04- .� - T.o.-SLAB - — — ---� ELEV. 100'-0" SCALE :3/16" = V-0" L----------------------------------------------_.----------------�-----------------------------------------------------------------------1------------------ 1 — _ kT•O.BASEMENT SLAB ELEV. 90'-0" r N Q0 V. N 00 N 00 a 0 Cdr.. U ON C O N 0) C n Q (D 0) O Q N ». 0 x @) m M.0 O _ -0 � 00 �N N N d. N U -O E EN rA rr 4 O� @ 0) U v LO LO Construction issue date: JAN. 8, 2008 z Drawing Title: ELEVATIONS Z W Sheet #: ti 4. in M U w N S U Q m 0 0 0 REV. SCHEMATIC DESIGN REV. DESIGN DEVELOPMENT APR HPC SCHEMATIC APPROVAL APRI COWOP ENDORSEMENT Construction issue date: JAN. 8, 2008 z Drawing Title: ELEVATIONS Z W Sheet #: ti 4. in M U w N S U Q m 0 0 0 I 2 A4,1 -tT R ROOF LEVEL PLAN SCALE :3/16" = V-0" FA A4.2 IC 9 CAFE ZELE REV. .............. REV. DESIGN DEVELOPMENT VJ HPC SCHEMATIC APPROVAL APR I COWOP ENDORSEMENT o CL v - 00 4— C) 0O 0 Lu 0 0 N 0 N(_) U) 0 Q) N U) U) -4, 04-C W4 -- J.. -Y, -tT R ROOF LEVEL PLAN SCALE :3/16" = V-0" FA A4.2 IC 9 CAFE ZELE REV. .............. REV. DESIGN DEVELOPMENT VJ HPC SCHEMATIC APPROVAL APR I COWOP ENDORSEMENT o CL v - 00 4— C) 0O 0 Lu 0 0 N 0 N(_) U) 0 Q) N U) U) -4, -tT R ROOF LEVEL PLAN SCALE :3/16" = V-0" FA A4.2 IC 9 CAFE ZELE 04 00 C14 O0 v 0 0 C CL (Deo CL U) x @) +; 4- 0 Co Cq (0 E EN 06 C U') LO LO REV. .............. REV. DESIGN DEVELOPMENT VJ HPC SCHEMATIC APPROVAL APR I COWOP ENDORSEMENT 04 00 C14 O0 v 0 0 C CL (Deo CL U) x @) +; 4- 0 Co Cq (0 E EN 06 C U') LO LO REV. SCHEMATIC DESIGN REV. DESIGN DEVELOPMENT VJ HPC SCHEMATIC APPROVAL APR I COWOP ENDORSEMENT o CL v - 00 4— C) 0O 0 Lu 0 0 N 0 N(_) U) 0 Q) N U) U) 04 00 C14 O0 v 0 0 C CL (Deo CL U) x @) +; 4- 0 Co Cq (0 E EN 06 C U') LO LO Construction issue date,. JAN. 8, 2008 z Drawing Title: L) 2 ROOF LEVEL PLAN m Z LU Sheet LU I. - U ca 0 a D W A206 9 U REV. SCHEMATIC DESIGN REV. DESIGN DEVELOPMENT APR HPC SCHEMATIC APPROVAL APR I COWOP ENDORSEMENT Construction issue date,. JAN. 8, 2008 z Drawing Title: L) 2 ROOF LEVEL PLAN m Z LU Sheet LU I. - U ca 0 a D W A206 9 U Isis THEATER 2 'KA3,17 A4.1 2 P� IT TRANSFORMER I PROPOSED NEW REV, SCHEMATIC DESIGN REV, DESIGN DEVELOPMENT APR HPC SCHEMATIC APPROVAL APR COWOP ENDORSEMENT Sheet C: o (O I oT iii o Qi 4-0 0 0 CL LLJ 0 0 -C N 0 N 0 c) IC%4 -C O FROOTOP CL U) )-DN IE TOV ER F401 D C ()UP tIEL R • ROOFTOP UNITS IDN IIIIIII I I y IIIERx. III21 FIRE STATION L THRIFT STORE 11 LEVEL 4 PLAN SCALE :3/16" = V-0" A4.2 m CAFE ZELE W fn Construction issue date: JAN. 8, 2008 REV, SCHEMATIC DESIGN REV, DESIGN DEVELOPMENT APR HPC SCHEMATIC APPROVAL APR COWOP ENDORSEMENT Sheet C: o (O I oT iii o Construction issue date: JAN. 8, 2008 REV, SCHEMATIC DESIGN REV, DESIGN DEVELOPMENT APR HPC SCHEMATIC APPROVAL APR COWOP ENDORSEMENT Sheet C: o (O oT iii o Qi 4-0 0 0 CL LLJ 0 0 -C N 0 N 0 c) IC%4 -C O CL U) Construction issue date: JAN. 8, 2008 REV, SCHEMATIC DESIGN REV, DESIGN DEVELOPMENT APR HPC SCHEMATIC APPROVAL APR COWOP ENDORSEMENT Construction issue date: JAN. 8, 2008 Drawing Title: LEVEL 4 PLAN 2Z Uj Sheet LU td O co ■ N O ras O'J E -4 o 00 10, Q) E. tl0 E czi Q mug . . . . . . . . . ........... . O '5 CL t5 4— 0 0 ,a) 0 xlo 4-W 0 0- Uj 0 1— 0 04 0 (/) C) N-+ C%j CL UL r co N O0 0 N C 0 O a) 0 a� 0) X @ 0 (D W Co a. C'4 fif E v4 00 ti LO REV, SCHEMATIC DESIGN REV, DESIGN DEVELOPMENT APR HPC SCHEMATIC APPROVAL APR COWOP ENDORSEMENT E — Construction issue date: JAM 8, 2008 Drawing Title: LEVEL 3 PLAN Sheet #: A204 N LEVEL 2 PLAN SCALE :3/16" = V-0" 0 z eN ea �51 O "': . . . . . . ..... . . . . . . ...... . . . . . . . . . . . . . . . . . . . ............ ... 4-a c CL 0 00 0 0 2 W0 o N 0 n L2 N 0- �5 (1) i:L— L_ < Jc CL cl) (D v— N 00 N 00 0 Tu m 0 CL Q 0 x mcaQ (D 0 00 mv — O E EN 0) 0 CD C N REV, SCHEMATIC DESIGN REV. DESIGN DEVELOPMENT APR HPC SCHEMATIC APPROVAL APRI COWOP ENDORSEMENT Construction issue date: JAN. 8, 2008 Drawing Title: LEVEL 2 PLAN Sheet #: A203 0 MAIN LEVEL PLAN SCALE :3/16" = V-0" U1 a 0 00 rte` C12 pO O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-a 0 C CD 4— 0 0 N 0 = -10 T -W 2c a. U j I —00 Q N 0 (D N V iz L. C: CL U) 04 Co C14 Co 0 O0 (D —0) 0 C r~ CL (D 0 CL W 0 x @) m cum .0 CD (D co C', E Ec,4 0) os Cr- 0) to v to REV. SCHEMATIC DESIGN REV. DESIGN DEVELOPMENT APRI HPC SCHEMATIC APPROVAL APR COWOP ENDORSEMENT Construction issue date: JAN. 8, 2008 Drawing Title: MAIN LEVEL PLAN Sheet #: A2N2 ca 0 291 LOWER LEVEL PLAN SCALE :3/16" = 1'-0" V 0 m 11 0 9 z W LO 0-4 1 P4 8 add U ...Mae . . . . . . . . . . . . . . . . . . . . REV. DESIGN DEVELOPMENT APR C APR I U REV. 16— REV. DESIGN DEVELOPMENT APR C APR I <COWOP ENDORSEMENT C 0 C (0 . 4-0 2 T- 0-00 4— 0 0 0 4-0 0 a- LU o c-4 6 N CF' EL < F- CL N 00 N 00 0 1,- 6- C 0 C Q 0) 0 a�m x (a 00— CZ v EN 00 r I- Ul) Ul) UD Construction issue date: JAN. 8, 2008 Drawing Title: LOWER LEVEL Sheet #: L) LU L) ca A2■1 IcO o HE @ REV. SCHEMATIC DESIGN REV. DESIGN DEVELOPMENT APR HPC SCHEMATIC APPROVAL APR I <COWOP ENDORSEMENT Construction issue date: JAN. 8, 2008 Drawing Title: LOWER LEVEL Sheet #: L) LU L) ca A2■1 IcO o HE @ SET: REBAR W/PLAS. CAP Isis SET: "X" IN 14 75' F A L L S 750 09' 11" E E Y 9 120.36 21'-73 4" E�T PROPOSED NEW ., • `••,. TRANSFORMER . .. ... .. •i ,.ROOFTOP U a: t' :4• ROOFTOPc 19 23'-82" o W W E z c, Q' F z 1-1 C k5 a � F p O C U b � NEI S 0 �y W N to � E y � d �.{ W d eau � U . � :T. 'r+•i ;.' 4-1 U a: t' :4• ROOFTOPc 19 23'-82" X yr. •t '•f �n :Y �• Illlllll MM t�MMrMr—r; tMONMMM! MMEEM SM mom ®■■=■r!=■ ___■■_M ��■r�� .p ��i■n■r! s►3.b .............. obi 0 �W® _I) V it /i/.. .-, \\\ SET: REBAR W/PLAS. CAP L.S.9184 O O 6 O ZELE O r IN ti M i Ir" O %O ND: AR W/ /11,18,6401\ III !III 1 11y1,\�\\\\\\\ PROPOSED REPLACEMENT FORREES $ & 9 6" MAPLE NOTE: THIS TREE HAS BEEN MOVED TO THE EAST 2 FEET IN ORDER TO ACCOMIDATE ACCESS FOR HISTORIC APPARATUS IN AND OUT _ OF THE FIRE STATION MUSEUM. (V r EXISTING 6" MAPLE 8'-104" 1 SITE PLAN /PROPOSED TREES SCALE :1 " = 10' 1. 8" SPRUCE 10" SPREAD RADIUS 2. 10" PINE 15' 3. 5" ASPEN 10' 4. 4" ASPEN 6' 5. 8" SPRUCE 8' 6, 10" COTTONWOOD 12' 7. 14" MAPLE 25' 8. 6" MAPLE 15' 9. 6" MAPLE 6' EXISTING T S G BEE- S 10. 6" MAPLE 12' 11.3" MAPLE 71 12. 3" MAPLE 7' 'GREEN ROOF PARK WITH POTTED PLANTS d tri o W W E z c, Q' F z 1-1 C k5 a � F p O C U b � NEI S 0 �y W N to � E y � d �.{ W d eau � •r y�t. ' 4 µ Fh •I *�1 f 'r+•i ;.' 4-1 U LJ ® N C r o 00 V = o 0 4-1O Li O o N O n NU W CL Q N r � N oo N O O� 00" U O N C - O O y C N Q O S y Q m X === :6 N .O O N 3 co a . y U -O E MM=_ __ � K&M 19 1194 9.89 MC9540 'I ak0c) M i r� Ir 1 OCT. t1 t j IN �l NOTICE: According to Colorado law you must commence any legal action based upon any defect in this survey within six years after you first discover such defect. In no event may any action based upon any defect in this survey be commenced more than ten years from the date of the certification shown hereon. 0 5 10 20 30 40 50 FT_ SCALE: 1":I0r BASIS OP'BEARING'� FOUND REBAR W/PLAS. CAP SE COR. BLK.87 TO A FOUND REBAR\W/ PLAS. CAP NE COR. BLK.87 N 1405049"E ran nr---%n r--,0arar3r��n.ran� n�.� 1 HEREBY CERTIFI THAT THIS MAP ACCURATELY DEPICTS A SURVEY MADE UNDER MY SUPERVISION IN^NOVWD 2 D OF LOTS 0- R , BLOCK 8f CITY OF ASPEN, COLORADO'. T+ -IE. `iWO ON1 STOf,-Y C6L DUILU1Nc� AND A0011'IOiJ WE.I�E FOUND TO DE LST D E�.ITItZELY W I -r+4-1 T 4E WL)NDAK'1- L IN E5 OF N �UC3VE� I�ESCt�I I�EI7 Pi�Of ERTY. THE LOCATION AND DI ME�ONS / I M Pf oVEM ENTt, FA'5- l '1 EN OP ALL DUI LDI RIGHTS OF WAY 1 N EVI DEf�IC�E OIC KNOWN , ME` A 1D E NCI�f4GHMFi-IT� 15`r 1 OKON THESE PfZ W115E5 APSE ACCCUKATELY Et)H i<4. i ALPINE SURVEYS by 1 J M fW$ER 1 bATE-=-----=-=tea ------ L 184 . of �& rX I tTr'ING TKEZ-5 Io' SPC) r-A0I0-2) t 2 10" P I i�1 E. 15' �' It it co j Co 10 C0TTO1--4W001) 12' �n 7 14 MAPLF- 25' ;; ► ►► I 8 Co MAM-E ► 5 II / 1 6I' MAPLE Alpine ,ufvey@C] 10 AM. 1V01 its nevisio s Ib uu I. iyjb r Surveys Drafted 16 APR. 1981 DMS 15 MAY 2007 TI�EE�� Wfi•_L K -:: 5,ETG. Post Office Box 1730 �` ` Aspen, Colorado 81611 303 925 2688 Title I IVf rI �uY _IV I:LN I .: 1Ur VE LOTS 0-R, BLOCK 87 CITY OF ASPEN,COLORADO Job No 81-43 Client AN. F D. A, THE AIA DOCUMENT A201 "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION", LATEST EDITION, ARE HEREBY MADE A PART OF THESE CONTRACT DOCUMENTS, EXCEPT AS AMENDED HEREIN, COPIES ARE ON FILE AND ARE AVAILABLE FOR INSPECTION AT THE OFFICE OF THE ARCHITECT. B. THE CONTRACT DOCUMENTS CONSIST OF THE AGREEMENT, THE GENERAL NOTES, THE SPECIFICATION, AND THE DRAWINGS, WHICH ARE COOPERATIVE AND CONTINUOUS, WORK INDICATED OR REASONABLY IMPLIED IN ANY ONE OF THE DOCUMENTS SHALL BE SUPPLIED AS THOUGH FULLY COVERED IN ALL, ANY DISCREPANCY BETWEEN THE DIFFERENT PARTS SHOULD BE REPORTED TO THE ARCHITECT IMMEDIATELY, C. ALL WORK SHALL COMPLY WITH ALL STATE AND LOCAL CODES AND ORDINANCES, AND SHALL BE PERFORMED TO THE HIGHEST STANDARDS OF CRAFTS- MANSHIP BYJOURNEYMAN OF THE APPROPRIATE TRADES, D. THESE DOCUMENTS ARE INTENDED TO INCLUDE ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES REQUIRED TO COMPLETE ALL WORK DESCRIBED HEREIN, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BRING TO THE ATTENTION OF THE ARCHITECT ANY CONDITIONS WHICH WILL NOT PERMIT CONSTRUCTION ACCORDING TO THE INTENTIONS OF THESE DOCUMENTS. IT IS THE RESPONSIBILITY OF THE ARCHITECT TO PROVIDE DETAILS ANDIOR DIRECTIONS REGARDING DESIGN INTENT WHERE IT IS ALTERED BY THE EXISTING CONDITIONS OR WHERE NEGLECTED IN THE DOCUMENTS, E, ANY MATERIALS PROPOSED FOR SUBSTITUTION OF THOSE SPECIFIED OR CALLED OUT BY TRADE NAME IN THESE DOCUMENTS SHALL BE PRESENTED TO THE ARCHITECT FOR REVIEW. THE CONTRACTOR SHALL SUBMIT SAMPLES WHEN REQUIRED BY THE ARCHITECT, AND ALL SUCH SAMPLES SHALL BE REVIEWED BY THE ARCHITECT BEFORE THE WORK IS PERFORMED. WORK MUST CONFORM TO THE REVIEWED SAMPLES, ANY WORK WHICH DOES NOT CONFORM SHALL BE REMOVED AND REPLACED WITH WORK WHICH CONFORMS AT THE CONTRACTOR'S EXPENSE, SUB- CONTRACTOR SHALL SUBMIT REQUESTS AND SAMPLES FOR REVIEW THROUGH THE GENERAL CONTRACTOR WHEN WORK IS LET THROUGH HIM OR HER. REQUIRED VERIFICATIONS AND SUBMITTALS TO BE MADE IN ADEQUATE TIME AS NOT TO DELAY WORK IN PROGESS, F. ALL REQUESTS FOR SUBSITUTIONS OF ITEMS SPECIFIED SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND WILL BE CONSIDERED ONLY IF BETTER SERVICE FACILITATES MORE ADVAN- TAGEOUS DELIVERY DATE, OR A LESSER PRICE WITH CREDIT TO THE CLIENT WILL BE PROVIDED WITHOUT SACRIFICING QUALITY, APPEARANCE, AND/OR FUNCTION, UNDER NO CIRCUMSTANCE WILL THE ARCHITECT BE REQUIRED TO PROVE THAT A PRODUCT PROPOSED FOR SUBSTITUTION IS OR IS NOT OF EQUAL QUALITY TO THE PRODUCT SPECIFIED, PRODUCT SPECIFIED. G. ALL WORK SHALL BE ERECTED PLUMB AND TRUE -TO - LINE IN ACCORDANCE WITH BEST PRACTICES OF THE TRADE AND MANUFACTURER'S RECOMMENDATIONS FOR THE PARTICULAR ITEM. N PROJECT NORTH ARROW 461,01 NEW OR REQUIRED POINT T ELEVATIONS �j EXISTING CONTOURS / ELEVATION NOTED ON HIGH SIDE ZrNEW CONTOURS ELEVATION NOTED ON HIGH SIDE TEST TB -1 BORING FLOOR LEVEL LEVEL LINE E 100'•0" H. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT FOR HIS OR HER REVIEW WHERE CALLED FOR ANYWHERE IN THESE DOCUMENTS, REVIEW SHALL BE MADE BY THE ARCHITECT BEFORE THE WORK IS BEGUN, AND WORK SHALL CONFORM TO THE REVIEWED SHOP DRAWINGS, SUBJECT TO REPLACE- MENTAS REQUIRED FOR SAMPLES IN PAR, E„ ABOVE. I. THE BUILDING INSPECTOR SHALL BE NOTIFIED BY THE CONTRACTOR WHEN THERE IS NEED OF INSPECTION AS REQUIRED BY THE UNIFORM BUILDING CODE OR BY ANY LOCAL CODE OR ORDINANCE. J. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY AND CARE OF ADJACENT PROPERTIES DURING CONSTRUCTION, FOR COMPLIANCE WITH FEDERAL AND STATE O.S,H.A. REGULATIONS, AND FOR THE PROTECTION OF ALL WORK UNTIL IT IS DELIVERED COMPLETED TO THE OWNER, K, ALL DIMENSIONS NOTED TAKE PRECEDENCE OVER SCALED DIMENSIONS, DIMENSIONS NOTED'NT.S ° DENOTES NOT TO SCALE, L CONTRACTOR SHALL VERIFY AND COORDINATE ALL OPENINGS THROUGH FLOORS, CEILINGS, AND WALLS WITH ALL ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS. M. CONTRACTOR WILL ASSUME RESPONSIBILITY FOR ITEMS REQUIRING COORDINATION AND RESOLUTION DURING THE BIDDING PROCESS. N. VERIFY ALL SPACE DIMENSIONS ASSHOWN WITH EXISTING JOB CONDITIONS BEFORE STARTING CONTRUCTION. 0. WHERE WORK IS INSTALLED OR EXISTING FINISHES ARE DISTURBED, REFINISH SUCH AREAS TO MATCH EXISTING, P. CHECK AND VERIFY CONTRACT DOCUMENTS, FIELD CONDITIONS FOR ACCURACY, CONFIRMING THAT ALL WORK IS BUILDABLE AS SHOWN BEFORE PROCEDING WITH CONSTRUCTION, IF THERE ARE ANY QUESTIONS REGARDING THESE OR OTHER COORDINATION QUESTIONS, THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING CLARIFICATION WITH THE ARCHITECT BEFORE PROCEDING WITH WORK OR RELATED WORK IN QUESTION Q. EACH MISCELLANEOUS ITEM OF CUTTING, PATCHING, OR FITTING IS NOT NECESSARILY INDIVIDUALLILY DESCRIBED HEREIN NO SPECIFIC DESCRIPTION OF CUTTING, PATCHING, OR FITTING REQUIRED TO PROPERLY ACCOMODATE THE SCOPE OF WORK SHALL RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY TO PERFORM SUCH WORK AS REQUIRED. R, ANY QUESTTQNS REGARDING THE INTENT OF THE DRAWINGS OR SPECIFICATIONS ARE TO BE CLARIFIED WITH THE ARCHITECT BEFORE ORDERING MATERIALS OR PROCEDING WITH THE WORK IN QUESTION OR RELATED WORK, S, ALL ITEMS ARE NEW UNLESS CALLED OUT AS 'EXISTING' COLUMN GRID DESIGNATION 1 '41C BUILDING SECTION A9 REFERENCE DRAWING NUMBER WALL SECTION OR ELEVATION pjl REFERENCE DRAWING NUMBER DETAIL Ail REFERENCE DRAWING NUMBER 3 2 A5 3 INTERIOR ELEVATION REFERENCE DRAWING NUMBER i ODOOR NUMBER (IF MORE THAN ONE DOOR PER ROOM SUB LETTERS ARE USED) OWINDOW TYPE REVISION n REFERENCE OPLAN NOTE REFERENCE DASH AND DOT LINE DASH AND DOUBLE DOT LINE DOTTED LINE BREAK LINE FOR CENTER LINES, FLOOR LINES IN EXTERIOR ELEVATIONS, PROJECTED LINES FOR PROPERTY LINES, BOUNDARYUNES FOR HIDDEN LINES — (ABOVE OR BELOW) TO BREAK OFF PARTS OF DRAWINGS 1 DRAWING TITLE DRAWING TITLE AO2SCALE AND SCALE ABV, above A.F.F. above finished floor ACC, access ACC.FL. access floor SCOPE OF WORD (AREA) INFORMATION) access panel ACOUS. acoustical AC.PL, acoustical plaster ACT acoustical tile ACR,PL, acrylic plaster ADD, addendum ADH. ren ADJ. adjacent ADJUST, adjustable w _i AVFD APPARATUS HAYS air conditioning ALT. 41733 Library ! Archives 0 0 0 ANOD, anodized APPROX. approximate General Offices 6 156 936 Apparatus Bays 4 896 3,584 Copy Room / Area 1 30 30 EMT Storage/Bio Decontamination 1 54 54 Office Storage 1 96 96 Bunker Washer Area 1 62 62 Office Restroom 1 77 77 Tool Room 1 286 286 Public Restrooms 2 155 310 General Storage 1 20 20 Janitor Closets 2 31 62 SCBA 1 50 50 Kitchenette 1 103 103 Hose Drying Tower 3 212 636 Museum/Educational Space 1 1,637 1,637 Backflow Preventer Area 0 0 0 Community Room/Emergency Ops 1 1,102 1,102 Vestibules 0 0 0 Firepole 1 46 46 Outdoor Storage Room 1 41 41 incinerator INCL. include (ing) I.D. inside diameter INSUL. insulate (ing) INT. ATPD BUILDING SUPPORT INTERM. intermediate 330 AVFD LIVING QUARTERS AREAS J.CL. janitor closet 1,987 PRIVATE J,F,joint filler JST. PRIVATE Mechanical 1 165 165 Dayroom 1 484 484 Electrical 1 165 165 Kitchen 1 165 165 Dining Area 1 284 284 THRIFT SHOP 3,379 Shift/Guest Quarters 2 146 292 Quarters Bathrooms 1 97 97 RetailSpace 1 2,524 2,524 Laundry 1 59 59 Storage 1 240 240 Restroom 1 62 62 Restroom 1 67 67 Wellness Center 1 452 452 Office 1 218 218 Kitchenette 1 20 20 Drop-off Area/Sorting 1 207 207 Janitor Closet / Minor Storage 1 72 72 Janitor Closet 1 16 16 Mechanical/Electrical 1 107 107 AFPD DISTRICT OFFICE 5,549 PUBLIC CITY/COUNTY IT 600 Entry Vestibule 1 137 137 Server Room 1 600 600 Reception 1 100 100 Training I Meeting Room 1 547 547 TOTAL NET AREA 169578 Fire Chiefs Office 1 150 150 Non -Program Space 6,402 Fire Marshal's Office 1 216 216 (circulation, chases, walls & structure) Officer's Office 0 0 0 Workstations o 0 0 GRAND TOTAL GROSS AREA 221980- 2,980 ABV, above A.F.F. above finished floor ACC, access ACC.FL. access floor A,P, access panel ACOUS. acoustical AC.PL, acoustical plaster ACT acoustical tile ACR,PL, acrylic plaster ADD, addendum ADH. adhesive ADJ. adjacent ADJUST, adjustable AGG: aggregate A/C air conditioning ALT. alternate ALUM. aluminum ANCH. anchor, ancorage ANOD, anodized APPROX. approximate ARCH, architect (ural) A.D. area drain ASB. asbestos ASPH, asphalt A.T. asphalt the AUTO. automatic BSMT, basement BRG. bearing B,PL. bearingplate BD.JT. bed joint BCH,MK, bench mark BTWN, between BEV, bevel (ed) BITUM. bituminous BLK. block G. blocking BD counter sunk B,S, both sides B.W. both ways BTM, bottom BRK. brick BRZ. bronze BLDG. building B,U.R, built up roofing B.BD, bullletn bd. CAB. cabinet CPT. dam pproofing D.L. casement C.I.P cast in place C.ST, cast stone C.B, catch basin CK. caulk (ing) CLG, ceiling CLG,HT, ceiling height CEM, cement CM centimeter CER. ceramic C.T. ceramic tile C.M.T. ceramic mosaic tile CH.BD. chalk board CRAM. chamfer (ed) CHRO. chromium CLR,clear (ance) CLO. closet COL, column COMB, combination COMP'T. compartment, COMPO. composition((composite) COMPR, compress (ed) (ion) (ible) CONC. concrete C.M.U. concrete masonry unit CONST. construction CONTIN. continuous CONTR. contract/contractor N.R. contract limit line CL.L. :JT, control joint CPR. copper C,G. corner guard CORR. corrugated CTR. counter C.FL. counter flashing CTR.SK. counter sunk CRS, course CU.FT. cubic foot CUND, cubic yard DPR. damper D.P. dam pproofing D.L. dead load DEMOL. demolish DEP. depress (ed) DTL. detail DIAD, diagonal DIAM, diameter DISPR, dispenser DIV. division DR. escalator H, double hung DN. down D.S. downspout DRN.BD, drain board D.T. drain tile DWR. drawer DWG. drawing D.F. drinking fountain D.W. dishwasher EA.FA. each face E east ELEC. electric (al) E,P. electrical panelboard E.W.C. electric water cooler EL, elevation ELEV. elevator EMERG, emergency ENCL. enclose (ure) EQUIP. fire extinguisher cabinet F.H.S. equipment ESC. escalator EXCAV, excavate EXH. exhaust EXIST. existing EXP. expansion EXT, exterior F.O. face of F,BD, fiberboard F.GLS. fiberglass FIN. finish (ed) FIN.FLR finished flloor F.A. fire alarm F.BRK. fire brick F. E. fire extinguisher F.E,C, fire extinguisher cabinet F.H.S. fire hose cabinet F -PL. fireplace F.P. fireproof F.R.0 fire-resistant coating F.RT, fire -retardant FLSHG. flashing FLEX. flexible P.L.F. oor fl FLR,C,O, clean out F.D, floor drain FLR.PL. floor plate FLUOR. fluorescent FLR,JT, floor joint FOUND, foundation FRG. framing FR.AIR fresh air F.B.Q. furnished by others FUR, furred (ing) FUT. future GALV, natural N.R. galvanized GSKT. gasket G.C. general contractor NONMET. nonmetallic GL.BLK. glass block GL.C.M.U. glazed cone. masonry unit GL.S.T. glazed structural tile G,B. grab bar GRT. grout G.W.B. gypsum wall board GYPC. gyperete GYP.PL, gypsum plaster GYP,T, gypsum He HD.BD, hardboard HDW. hardware HDWD hardwood HD.JT. head joint HDR. header HTG. heating HVAC heating/ventilation/ WD, air conditioning HVY.D. heavy duty HT, height HEX. hexa nal H.B. hosebibb H.C. hollow core H,M, hollow metal HORIZ. horizontal HR. hour H.D. heavy du ttyy INCIN, incinerator INCL. include (ing) I.D. inside diameter INSUL. insulate (ing) INT. interior INTERM. intermediate INV. invert J.CL. janitor closet JT. joint J,F,joint filler JST. joist K.PL, kick plate KIT. kitchen K.O. knock out LBL, label LAB laboratory LAM. laminate LAV, lavatory L.H. laft hand LGTH. length L.T. light L.C. light control LT.PF, lightproof LT.VVT. light weight LMS. limestone LTL. lintel L.L. live load L.PT. low point LT.CONCtightweight concrete metal roof decking M. H. manhole MFR. manufacture (er) MRB. marble MAS, masonry M.O. masonry opening MAIL. materia MAX. maximum MECH. mechanical M.C. medicine cabinet MED, medium M.BR, master bedroom MEMS. membrane MTL. metal M.F.D. metal floor decking M.R.D. metal roof decking M,THR, metal threshold P.L.F. meter PL.GL. millimeter �M WK. millwork MIN. minimum MIR. mirror Misc. miscellaneous MOD. modular MLDG, moulding MT. mount MTD. mounted MOV. move (able) MULL, mullion NAT. natural N.R. noise reduction N.R.C. noise reduction coeff NOM. nominal NONMET. nonmetallic N north N.I.C. not in contract N.T.S. not to scale OBS. obscure O.C. on center OPAQ, opaque OPG. opening O.W.JST, open web joist OPP. opposite OPP.H, opposite hand OPP,& apposite surface O.D, outside diameter NA, overall O.H. overhead PNT. paint PTD. painted PNL. panel P,B, panic bar P,T.DISP. paper towel dispenser P.T,REC. paper towelreceptacle PAR. parallel PKG. parking P,BD. particle board PT'N. partition PVMT, pavement PERF, perforated PERIM. perimeter PLAS. piaster P,LAM. plastic laminate PL, plate P.L.F. pounds per lineal foot PL.GL. plate glass PT. point P. C. polyvinyl chloride �NNC. :.. reca t con eeteoncrete �oundss per foot P,S.F. pounds per square foot P,S,I. pounds per square inch PREFAB, prefabricated PREFIN, prefinished P.S.CONC. prestressed concrete P.L. property line Q.T. quarry tile RBST, rabbet RAD. radius REF. reference/refer to RFL, reflect (ed) (ive) (or) REFR, refrigerator REG, register REINF, reinforce (ed) R.G.P. reinforced concrete pipe REM. remove RES. resilient RET. return R.A. return air RVS. reverse (side) REV. revision / revise R.H, right hand R.Q.W. right of way R riser RVT. rivet R,D, roof drain RF,HCH. roof hatch RMroofing WD, wood MKK CONSULTING ENGINEERS, INC, R.O. rough opening R,13. rubber base RB.T. rubber tile RB.ST, rubble stone SF.GL, safety. glass SCHED. schedule SNT, sealant STG. seating SCTN. section SHTH. sheathing SHT. sheet SH.GL. sheetglass SHO. shore / shoring SIM. similar SKYLT, skylight SL, sleeve S.C. solid core S,P. soundproof (Ing) S,T.C, sound transmission coefficient top of footing T.O.J. SPCR. spacer SPKR. speaker SPEC. specification (s) SQ.square U.B.C. SfSL. stainless steel undercut standard unfinished station urinal V.JT. STOR. storrage S.D. storm drain STRUCT, structure / structural S,C,T, structural clay tile SUSP. suspended SYM. symmetrical SYN. synthetic SYS. system TK.BD, tack board TK.STR, tack strip TEL. telephone. T.V. television T.C. terra cotta TZ, terrazzo THK. thick (ness) THR. threshold T,PTN, toilet partition T.P.DISP. toilet paper dispenser TOL. tolerance T&G tongue and groove T.B. towel bar T,O,C.top of column T,O,CONC, top of concrete T.O.F. top of footing T.O.J. top of joist TRANS, m DENVER,CO tread TYP. typical U.B.C. Uniform Building Code U.C. undercut UNFIN, unfinished UR, urinal V.JT. v -joint V.B. vapor barrier VAR. varies VNR. veneer VERM. vermiculite VERT. vertical V.G. vertical grain VIN. vinyl VIN.B. vinyl base VIN.F, vinyl fabric VIN.T. vinyl the WSCT. wainscot W.T.W. wall to wall W.H. wall hung W.C. water closet VV.PRFG. waterproofing W.REP. water repellent W.S. waterstop W.W.F. welded wire fabric VV W. width / wide WDW, window W.GLS, wire glass W.M, wire mesh W/O without WD, wood WD. B. wood base W;PT, working point SYMBOLS USED AS ABBREVIATIONS: 2 angle AO.1 centerline C channel A1,1 penny PL perpendicular A2,2 Main Level Floor Plan O roate und A2,4 angle THE SCOPE OF WORK INCLUDES DEMOLITION OF THE EXISTING FIRE STATION AND THRIFT SHOP. THE NEW CONSTRUCTION CONSISTS OF A 23,000 SQ. FT. BUILDING THAT INCLUDES AN 18,300 SQ. FT. FIRE STATION AND 4,700 SQ. FT. THRIFT SHOP. THE FOUNDATIONS ARE A COMBINATION OF SLAB ON GRADE AND RETAINING WALLS. THE CONSTRUCTION WILL BE PRIMARILY STRUCTURAL CONCRETE, PILASTERS, STEEL COLUMNS, STEEL "W" TRUSSES, STEEL AND CONCRETE DECKING, AND A MEMBRANE ROOFING SYSTEM. A-- Cover AO.1 Index SURV Survey A1,1 Site plan A2.1 Lower Level Floor Plan A2,2 Main Level Floor Plan A2.3 Second Level Floor Plan A2,4 Third Level Floor Plan A2.5 Fourth Level Floor Plan A2.6 Roof Level Floor Plan AV Elevations A4.1 Building Sections A4.2 Building Sections VICINITY MAP: 420 + 422 E. HOPKINS AVE. ASPEN, COLORADO 81611 O_ . r BLOCK 87 2 CLIENT: ASPEN FIRE PROTECTION DISTRICT REV 420 E. HOPKINS AVE. REV ASPEN, COLORADO 81611 APR DARRYL GROB-FIRE CHIEF APR (970-925-5532) OWNERS REP: JOHN KELEHER ® 202 MEADOWOOD DR, ASPEN, COLORADO 81611 CL PHONE (970-9255825) FAX (970-925-8469) ARCHITECT: STUDIO B ARCHITECTS OF RECORD 555 N. MILL STREET ® ASPEN, CO 81611 UU O PHONE (970) 920-9428 ® FAX (970) 920-7822 ARCHITECT: FISHER AND ASSOCIATES ASSOCIATE CHRIS FISHER DENVER,CO PHONE (303-795-1643) FAX (303-795-5342) GENERAL: FENTON CONSTRUCTION CONTRACTOR 117 S. MONARCH ASPEN, CO 81611 PHONE (970) 920.4623 FAX (970) 948-8878 STRUCTURAL: K L & A INC. ENGINEER 80514th STREET GOLDEN, CO 80401 PHONE (303) 384.9910 FAX (303) 384-9915 SURVEYOR: ALPINE SURVEYS P.O. BOX 1730 ASPEN, CO 81611 PHONE (970-925-2688) CIVIL ENGINEER: PINNACLE DESIGN 0805 BUCK POINT RD. CARBONDALE, CO 81612 PHONE (970-963-2170) FAX (970-704-0215) GEOTECHNICAL: GROUND ENGINEERING CONSULT, CONSULTANT 101A AIRPARK DR., UNIT 9, P.O. BOX 464 GYPSUM, CO 81637 PHONE (970-524-0720) FAX (970.524-0721) MECHANICAL: MKK CONSULTING ENGINEERS, INC. ENGINEER 7600 E ORCHARD RD SUITE 250-S GREENWOOD VILLAGE, CO 80111 PHONE (303-796-6039) FAX (303-796-6099) ELECTRICAL: MKK CONSULTING ENGINEERS, INC, ENGINEER 7600 E ORCHARD RD SUITE 250-S GREENWOOD VILLAGE, CO 80111 PHONE (303-796-6039) FAX (303-796.6099) M p r N 00 N Co 0 M U dN d M v� U O .4 a� 0 a u, X @) a w 3 1= N N y � 0) –a E EN N C10 oQ cu s LO LO 0 REV SCHEMATIC DESIGN REV DESIGN DEVELOPMENT APR HPC SCHEMATIC APPROVAL APR COWOP ENDORSEMENT ® 0) ® CL CO) (00 ci 0) 0 _ ® CL UU O I_ C ® 04 5 C'4 U LL N Q r N 00 N Co 0 M U dN d M v� U O .4 a� 0 a u, X @) a w 3 1= N N y � 0) –a E EN N C10 oQ cu s LO LO 0 Construction a issue date: JAN. 8, 2008 z Drawing Title: S INDEX ° W Sheet #: U n: I � r U K d AOMIm O 0 D y n O REV SCHEMATIC DESIGN REV DESIGN DEVELOPMENT APR HPC SCHEMATIC APPROVAL APR COWOP ENDORSEMENT Construction a issue date: JAN. 8, 2008 z Drawing Title: S INDEX ° W Sheet #: U n: I � r U K d AOMIm O 0 D y n O HPC [-,=INAL DLSIGN APPROVAL -j ANUARY �, 2n(?3 FRONT ELEVATION \.J a r c h i t e c t s �1 E' I S , R ASSOCIATES S O C I A T E S k P r o f e s i o n a 1 C o r p o r a ti o n ARCHITECTS and ENGINEERS 305 IV. Berry Avenue --_-tieton, CO. 80120 FAX 303-795-5341 303-795-1643 WEI", � Iry ",4 d O 0 PT4 -e!4 z W 6C70 00 02 Q co V1 c6 ..e!4 O O . . . . . .... map CL _2 0-00 4— 0 0 O 0 O CL uj 0 16— 0 C-4 0 C'4 -c "I" U) � C%4 CL LL I= < c to , N 00 N 00 0 04 W 0 r CL (D 0 W M x @ 4-.0 -0 00 O cq CD E EN 0) 00 c r - CD Lo Ln Lo REV -1 SCHEMATIC DESIGN REV. DESIGN DEVELOPMENT APR HPC SCHEMATIC APPROVAL APR COWOP ENDORSEMENT Drawings issued date. JAN. 8, 2008 Drawing Title: SITE PLAN Sheet #: AIN2 d A�vle�Q42� - C4 VA"+L" 0 W W U) W Q� (9 0 _ m 01 C; z z; 1 Lo 4. ow O O 0 In. ............ . . . . . . . . . . 4WALI o(o I < 0 0 0 OCL w0 L- 0 (N 0 04 IZ ,a) C-) CL ch U— < -c co C14 co of - m 0 " ON 0 (D 0 a 0 x m cc m .0 (D Q co CN 0) cu E E N 00 r I - m Lo Lo REV, SCHEMATIC DESIGN REV, DESIGN DEVELOPMENT APR HPC SCHEMATIC APPROVAL APR COWOP ENDORSEMENT Drawings issued date: JAN. 8, 2008 Drawing Title: LANDSCAPE PLAN Sheet #: A103 IL 0 W W U) W Q� (9