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HomeMy WebLinkAboutSID 669 - Downtown Bozeman Streetscape �W W u a oo i w " orc A� PRUNE AS SPECIFIED TO RETAIN b NATURAL FORM NOTES: !^1. ALL TREES TO BE PLANTED TO vJ MQJ ffog WRAP THRU WARRANTY PERIOD, BEAR THE SAME RELATION TOKRAFT PAPER TREE WRAP, OR FINISH GRADE AS ORIGINALLY �Q EQUAL GROWN IN THE NURSERY. \l 3" SHREDDED CEDAR BARK MULCH 2. ALL TREES TO BE PLANTED ARE AS SPECIFIED. ORIGIN. HEALTHY TO BE BLACK ASH, GREEN ASH, � l �C W TREES ONLY AND HONEYLOCUST. r)C ., 3. ALL TREES TO BE PLANTED ARE F7 TO HAVE A MINIMUM TRUNK PROVICE 6" MIN. CLEARANCE DIAMETER OF 2-112". Q >r BETWEEN BALL & PIT WALLS C- REMOVE BURLAP FROM TOP THIRD 0) _Z OF ROOT BALL, REMOVE WIRE (q BASKET a...'�r. PLANTING SOIL MIX THREE PARTS 06 m Q J I a`LL is TOPSOIL, ONE PEAT w t :s Z_ BALL RESTS ON 12" MOUND OF � s -0 PLANTING SOIL MIX W {+ W r 7 >ao 1 TREE PLANTING DETAIL C7 0 � e NO SCALE Z V W 0 � Emry U wac t CANE n®lm° Q u' 0°r co IN Lf),m°a4okl« U L iffic], W Ix a W a'-0 NEENA STYLE C TREE n.Q GUARD, OR APPROVED EQUAL N F NEENA R-8708 TREE 5-�" W GRATE, OR APPROVED cr EQUAL 4'-0' F- C 4x2 GRATE SUPPORT AT 3 �� J Z PERIMETER L 1 CONC. Q SDWK. a W LLJ N EXISTING CURB & GUTTER 4'-0" 0 O (DO NOT DISTURB) m o W MULCH m . . - - f lz�s tZ 3 0 _ - - CRUSHED GRAVEL J US BASE COURSE NOTE; POSITION OF EXISTING TREES MAY VARY AND NEW TREE GRATES SHALL BE RETRJFIT ON A CASE BY CASE BASIS. E-76 1 4" NOTE: SET EACH HALF ON COMPACT SUB-BASE, AND LEVEL SO TOP OF GRATE MATCHES SIDEWALK & TBC. 2 TYPICAL TREE OPENING (a)GRATE SUPPORT DETAIL SCALE:1"=1'-0" L 1 SCALE:1"=1'-0" DESIGNEDDBDS DRAWNCHECKEDATE DWG L 1.dwq SHEET L1 'm 5'-0" NEW 10'-0"t NEW c_ z� EXISTING CURB & GUTTER CONCRETE BOULEVARD CONCRETE SIDEWALK 5 (DO NOT DISTURB) - is 30' �--VARY SLOPE TO FIT EXISTING CONDITIONS (MIN 0.57, MAX 2%) c� Z o rcS NO SHRINK GROUT o o =7.0 3" CRUSHED EXISTING CURB & GUTTER (_ c GRAVEL BASE (DO NOT DISTURB) m \wJ OA) C TYPICAL SIDEWALK DETAIL Q� 1 SCALE:1"= -0' S �• N '��) . 11 �`� JP w Lv .Li ,P Q CONDUIT SIZE & ROUTING 1/2 D - - _ ORIENTATION AS INDICATED `0< ON SITE PLANS co v r a 0)joT STEEL ANCHOR BOLTS, 2 ,� W c 3/4"x20"; BOLTS & �-COVER p� C 0:V S TEMPLATE PROVIDED BY ``^^ 2'-0" POLE MANUF. V,� #4 REBAR (8 TOTAL) SET _Z W c VERTICALLY& EQUALLY 3 m o SPACED WITH K3 HORIZ, COVER W 2-6 2'-0" Z TIES ® 12" O.C. MAX. 20"0 W = C W 5'-0" - n 7 >00 Z �Or 1 TYPICAL POLE BASE DETAIL Z U °�E�� 4 PROVIDED BY OWNER (SEE SCALE:1"=1 -0 W r� g°N;SPECIAL PROVISIONS) _ U ry m� y •�I N® 2Lr) 0o Q 00 N 0. � 02 r lo ^ma°n TYPICAL SIDEWALK TOOLING DETAIL �� L 3" TOOLING - NO SCALE 1-1/2"� 1�8" - ❑ BANNER ARMS 1�4. fIRIINND TOWARDS BUILDING, U 1/8" PROVIDED BY PROVISIONS)-(SEE O ❑ a TYPICAL TUOLING JOINT J a SECTION DETAIL - NO SCALE SAW CUT Ex. CONCRETE ALONG Ex. JOINT a EXISTING CURB & GUTTER REMOVE EX. ru (CONCRETE TE& EXISTING SIDEWALK c �— 0 W (DO NOT DISTURB) (DO NOT DISTURB) REPLACE W/ NEW CONCRETE BOULEVARD z x N A- --T-�-• --- -_-.—' - .. _ NO SHRINK GROUT W z EXISTING CURB & GUTTER V m III_I I—I I_I I-I I I I I I III I1-I II11 111 I_II I I=1I1 I I II--I I11 I I II I I II_I II1=1I I I II I�I A I�I A 111I a I i=I I I-I I I_I I I-III I I I-I I I I I I I I 1 I I ' I. V (DO NOT DISTUP,B) m W z r. it II— li II _ II CLLLL - i''II II III _I 111-111 11I—L=1 —1ll- — —_n I- I_ — �y =1I1=1Il u�- m II— II -LL._-- — -- _ _ _ ..li,-1 �_�__ / TYPICAL POLE o ao i - I f<, '• NO SCALE U Z m 2 SIDEWALK DETAIL •• �i �� ;i -1 � o SP 4, SCALE:1"=1'-0" r U ° ° :I 3'-3" CONDUIT SIZE & ROUTING REMOVE & RESET _ EXISTING SIDEWALK ORIENTATION AS INDICATED EXISTING CURB & GUTTER ~EX. BRICK PAVERS (DO NOT DISTURB) ON SITE PLANSJ//f=/ (DO NOT DISTURB) FINE SAND 0 STEEL ANCHOR BOLTS, 2" y �\ - - TEMPLATE 2PROVIDEDSB& COVER POLE MANUF. ° • KINE SAND.(I'NJN.1 __s-_"_� .. - _ '_' �.-�_.._,�__— -rr._.. _. _ :HSE � �/ //4 REBAR (8 TOTAL) SET 3" VERTICALLY & EQUALLY COVER SPACED WITH N3 HORIZ.TIES 0 12" O.C. MAX. 20"0 CW C os b.dwo G 5 POLE BASE DETAIL 3 SIDEWALK DETAIL SHEET SP SCALE:1"=1'-0" E SCALE:1"=1'-O" C 1 V) Zo oa � K W 2.-0" M MECHANICAL 3' VALVE BOX & RISER '\vJ OJ o t OE WALL-a (0'INCLuolNc TELSPAR QUIK PUNCH" 2" SQUARE J� (�� MEGAwc) 14 GAUGE POST WITH BLACK ✓ i 1'MIN MEGALUG POWDER-COATED FINISH !!��.,, ~ 2'MAX ~ CORED OR CHISLED RESTRAINED vl 4� - PENETRATION 4" CLASS 51 THROUJOINTS GHOUT DUCTILE IRON SQUARE 2-1/2' x 24" 12 GUAGE J H ;� WALL PATCH WALL 6"x4" TAPPING SLEEVE (FL) HEAVY DUTY TELSPAR ANCHOR, W/ CONCRETE da If PIPE BLACK POWDER-COATED FINISH ,Q' Q N a UPPER 6" (OUTSIDE ONLY), TAPE n 7-0i HOLES BELOW FINISHED SURFACE U m,mn —THRUST BLOCK PRIOR TO POURING CONCRETE O 0�A �aryr -- vJ Q 'o v8 EXST. 6" WATER MAIN 0) Q) CO u°a 4" OS&Y VALVE WALL 4` DI SPOOL 4" CLASS 51 MJ X FL `:D N c x o (MUELLER OR EQUAL) (FL X PE) DUCTILE IRON TAPPING VALVE 2" pd Q"`!S u 4 n HAND WHEEL OPERATED ••lE,on-r.;+.rmeA � C 8" SCH. 80 STLit d6fl+f PIPE V C SLEEVE NOTE. ."` Z W 3 IN 1. IN CASES OF JOINT TRENCH USE BETWEEN INSTALL FOAM W - - / DOMESTIC & FIRE SERVICE LINES, MINIMUM _ ANNULUS BETWEEN 4" SEPARATION SHALL BE 2' CLEAR. T.. W PIPE & 8" SLEEVE 2, FIRST FOUR FEET FROM BUILDING __ W j C 4)pD FOUNDATIONS TRENCH MUST BE BACKFILLED WITH FLOWABLE FILL. LIFTS NOT TO EXCEED 3 FEET IN ''Z C m HEIGHT V 0 pd c Nm ZL N W sm°„� 1 TYPICAL FIRE SERVICE DETAIL DO NOT DISTURB EX. 4) BOZEMAN STANDARD DRAWING NO. 02719-3 CURB & GUTTER a.0 4" PLANT MIX SURFACING, J Omm (MODIFIED AS SHOWN) ��2' MAX—�I = g r PLACE IN 2 EQUAL LIFTS 3 TYPICAL SIGN POST BASE DETAIL Vm°a 4 BOZEMAN STANDARD DRAWING NO. 9810-1 M• 4 r r (MODIFIED AS SHOWN) 9° OF 1-1/2" MINUS OCRUSHED BASE COURSE f� ELFCTRICAL CONDUIT, DEPTH�� AS REQUIRED BY MPC BACKFILL U J w C a 2-0 5 TYPICAL SIDE STREET TRENCH a E 2 SECTION REPLACEMENT DETAIL - NO SCALE V a "TELSPAR QUIK PUNCH" 2" SQUARE Z Ix w MATCH EXISTING MATCH EXISTING 14 GAUGE POST WITH BLACK 0 PAVEMENT PAVEMENT POWDER-COATED FINISH U -- SQUARE 2-1/2" x 24" 12 GUAGE V) W 9" PLANT MIX HEAVY DUTY TF.LSPAR ANCHOR, SURFACING, BLACK POWDER-COATED FINISH PLACE IN 3 UPPER 6" (OUTSIDE ONLY) F- m EQUAL LIFTS -0 9" OF 1-1/2" a 3. Z MINUS CRUSHED m l BASE COURSE Z U z ro --------1--'- ------ - 2" jL � O BACKFILI CONCRETE BASE ------ • d • F - 19-1/T 2 TYPICAL FIRE LINE TRENCH SECTION REPLACEMENT DETAIL - NO SCALE 10, �ESIGNEDBDS SAM RAWN oDnRcS�cn� 2 CHECKEDBDs!_SA PATE 6/28/0 4 SIGN POST BASE DETAIL SN BOZEMAN STANDARD DRAWING NO. 9810-1 C WG.C 2as-b.dwa (MODIFIED AS SHOWN) SHEET C 2 Za o a a a � o 0 6 w 00 ,P H 0 rn, p a� co) Q Q 12 v o =L 4,6 TYP) 5,6 5,6 >+ C t C 1 C 1 c N BAXTER BUIL'IN- Z W l) m m W = C>00 w m f1'1 Z U) p l�n D o C7 i O rn A a6 IA ZU 0 n WOOD SEED BISTRO S HNLL'� " w r�ano 1 ' I j�, •./ //. J r Eg — _ tee = o° ---- - - --- ----- -- I OD ---— .P nma -- - r - - - - - 6.. 1 - - - - - - -- - 6"W - t 1 4 4 I D 11 I 6 I M A N I 6 Q - - - - 8"S -1--- -4---T--- --------- 8"SI - -� _. i r r r - N I NT I W d CHALET z fn SPORTS Ct-ARLIE'S DOW W NTOWNER W MALL STRAIGHTAWAY J (n MOTORS IMPERIAL z INN ryj Q uj w O N (A m J chi 3 o o O z z 92 o NOTES CONDUIT & WIRE SCHEDULE (1) EXISTING "COBRA" LIGHT TO BE REMOVED BY MONTANA POWFR COMPANY. (CONTRACTOR SHALL I Al 1" PLASTIC CONDUIT COORDINATE WORK AS NECESSARY) 2�y8 CONDUCTORS LIGHTING 1#6 CONDUCTOR (OUTLETS) 1#8 CONDUCTOR (GROUND) O 1#10 CONDUCTOR (GROUND) I ® 1/2" PLASTIC CONDUIT DESIGNED LC 208 CONDUCTORS (OUTLET) 1#10 CONDUCTOR (GROUND) DRAWN DRS CHECKED LC O 1" STEEL CONDUIT DATE 6/28/01 GRAPHIC SCALE 2#8 CONDUCTORS (LIGHTING) 1#8 CONDUCTOR (GROUND) 0 10 20 40 1" PLASTIC CONDUIT f1WG:E las-b.dwa ® 208 CONDUCTORS (LIGHTING) SHEET ( IN FELT) 1#8 CONDUCTOR (GROUND) E 1 zo oa � o 0J\� `ti0 a _ 0I Q S Q1 Q F O C Q'r.a U) 0�' ' Ul P• cvc= Q N,x C6 TYP) 0 � m i;:llll,:�lt`J HI fib;. z W � Oo f4 W H CANNER4 01. �,�� SYLVESTER'S W Z N �.>00 �ILsV_ =EH LE -_ f3ENl Ift1�; IG C JOt` 0 rn zi Z U cN� ® uj '0-m �g n a� ONE ------� J cn o 00 W.+r S I I I j /�✓i I I ! f I I // � � �' �m0. a`4 n -� -I_- �L__I I__ __ I I -I__ J_ L-II I I _I__�-�__ ___ ❑ ��-- ------- I� I 8� --- -- --- ----- -1--- L -Z------ b•S -I---- I I '�----- �I `--� O 1 16 I I _ �— — — — — — — - - - - —� U uj �T -- Z It - I r a a V'r �j u I U I Z F- Y YOGA THE VISIONS ALONG THE COUNTRY TONSORIAL HAPARRFI LI'r,1;,hIP I ::. I'_1-F'E5 f V•L I:] vARGO'`> OD SSEY W MOTION ROOT WEST ARDEN WAL BOO - PARLOR FI. _ - m 2 W SHELF Ci a W 2 Y W U TYPICAL TRENCH 5 I 0 LOCATION & TYPICAL C 2 PATCH SECTION V 3 J SERVICE 0 z y SERVICE #1 (IN ALLEY) 2 M 0 NOTES 100 Amp 120/240 E 6 Vol = 0 t Overhead service by power Co. (D EXISTING "COBRA" L,:HT TO BE REMOVED BY MONTANA POWER COMPANY. (CONTRACTOR SHALL COORDINATE WORK "S NECESSARY) I CONDUIT & WIRE SCHEDULE 0 1" PLASTIC CONDUIT 2#8 CONDUCTORS(LIGHTING) 1#6 CONDUCTOR (OUTLETS) 1#8 CONDUCTOR (GROUND) 1#10 CONDUCTOR (GROUND) ® 1/2" PLASTIC CONDUIT DESIGNED LC 2#8 CONDUCTORS (OUTLET) DRAWN DRS GRAPHIC SCALE 1#10 CONDUCTOR (GROUND) CHECKED LC 0 10 20 40 A 1" STEEL CONDUIT DATE L� 2#8 CONDUCTORS (LIGHTING) 1#8 CONDUCTOR (GROUND) DWG:E 2as-b.dwo i" PLASTIC CONDUIT ®2#8 CONDUCTORS (LIGHTING) SHEET 1#8 CONDUCTOR (GROUND) E 2 V) Z ° O a N rc �vl ) J SERVICES P� � >J 2 SERVICE #2 (IN ALLEY) , W 0 Oc E 6 100 Amp 120/240 Volt Q fir` Overhead service by ., U; © power co. U I !n a 4,6 TY.') CO) N of, 0 C_ 0 CD a> LIJ I BRIDGER FANTASIA MAIN ST. OVEREAS't SILVER THIMBLE HARTMAN- f�1 BOZEMAN s � INTERIOR DJ'S BARBER SHOP BRYAN&ATKINS MOCKEL ANGLER ?tip: W +r THIRSTY EAR MENSWEAR n_ r uj C OW DESIGN z 'a ,a� I n Z C Jp`- ZV ot, cue UJI 0R- PN ----� It N -c-3 CnNE 00 "o 2 I- - - - - -X - - — a- — — — — — — g"f — � nmae« I I i 1 6W x D I I 11 4 T I III^ n 1 4 1* 111 �J 11 V 1 A I V I I , I f I y� �. ----J----------1--- -- 6"S -- - r r--- -1I--7- - -`s"s -- -Xr--r i ---1— — — I 1 ------ -----{� x` 1 � I _ I _ — — - - xX } Z cr -- y 1 JL �r.stir a.�rn�xv- L L. a W d a MILLER'S BOZEMAN WEEZIE m OWENHOUSE ACE HARDWARE WESTERN (� N JEWELRY CAMERA WEAR STYLON ��rYr; -1 SIG'v--A—RAMA REPAIR mF 11 z m J y u Q MASONIC TEMPLE W M. N Y Ca m5 Zm U 3: O O i >- = Oo NOTES - O EXISTING "COBRA" LIGHT TO BE REMOVED BY MONTANA POWER COMPANY, (CONTRACTOR SHALL I CONDUIT & WIRE SCHEDULE COORDINATE WORK AS NECESSARY) h 1" PLASTIC CONDUIT Q 2N8 CONDUCTORS(LIGHTING) I 1#6 CONDUCTOR (OUTLETS) 1#8 CONDUCTOR (GROUND) 1#10 CONDUCTOR (GROUND) 1/2'. PLASTIC CONDUIT =DESIGNEf) LC2#8 CONDUCTORS (OUTLET)GRAPHIC SCALE 1#10 CONDUCTOR (GROUND)0 o ao w 1" STEEL CONDUIT 2M8 CONDUCTORS (LIGHTING) ( IN FEEL) 1#8 CONDUCTOR (GROUND) 1" PLASTIC CONDUIT DWG:E 3os-b.dw° 2#8 CONDUCTORS (LIGHTING) SHEET 1#8 CONDUCTOR (GROUND) E 3 zo O a Vf ¢ j u Ll N (\D M � O • ) o �J ,P W o Q �,n mN O °a m g. i J I V/ Q •oa8 4,6 TYP fr U o< C 1 SERVICE /3 (IN ALLEY) 2 100 Amp 120/240 Volt cI7 O n Overhead service by p power co. C cn r `� 1 _Z W z j n < ;0 0 m O z m -u - rn 70 nY cr a� o O O m r' CRYSTALA F I1E OLD MAIN m r-w ARMY I w C m Z n= Aft z Z Nr GALLERY {� NA-Y I W j �iaD D Z O D U7 Z a O V r O Ln 1imI CO ICI 1 11 I I ZV 0 1 I I I I �E� W J 1 \ IN _ _ 1 v•� _ J L Oi0 n0 P _ "� _ Ln 0 k rnrn X �\ I I I I II I I 1 1 W Q "o m \ X X 1 1 { �ma`4� IJ�J =1� - - - a —s"� II- - - - a - - W 1 _ O co n PULL I 4 1 �\ 1 N D I BOX I I I M A I N I I I I--I i I --- -- --,-- - l-------------1--- -< ..- a - ------ r- �- - - �- 8' It I I r -�- -r--J -r--� a"s —r- ---- - I I �I I ,A --- - — - -- i �q7 �� Z a 1 �, g w I d n PI Al-, ❑G'vV'fJT��VJN T- HAP NEW IMPRES5i0N5 r; m WESTERN I Z 0 US BANK AP( 1,IL:-'- A',TIGLIES T,COMI OR Is OBERON " m p STATFS I w i' co Z w rn < Z I w � SERVICE p4 IN ALLEY) 2 I (n O w N 100 Amp 120/240 Volt E 6 m 0 Overhead service by Z w power co. U 3 J O O Z U 0 5 NOTES = °° EXISTING "COBRA" LIGHT TO BE REMOVED BY MONTANA POWER COMPANY. (CONTRACTOR SHALL CONDUIT & WIRE SCHEDULE COORDINATE WORK AS NECESSARY) I 1" PLASTIC CONDUIT ZL 2N8 CONDUCTORS (LIGHTING) QQ 1b6 CONDUCTOR (OUTLETS) I 1#8 CONDUCTOR (GROUND) 1#10 CONDUCTOR (GROUND) ®1/2" PLASTIC CONDUIT DESIGNED LC 2#8 CONDUCTORS (OUTLET) GRAPHIC SCALE 1#10 CONDUCTOR (GROUND) DRAWN DRS CHECKED cLC�-,��n 0 10 20 40 ® 1" STEEL CONDUIT DATE 6�-28/Q) 208 CONDUCTORS (LIGHTING) 1/8 CONDUCTOR (GROUND) ( a PEST I ® 1" PLASTIC CONDUIT DWG:E 4os-b.dwa 2#8 CONDUCTORS (LIGHTING) SHEET 1N8 CONDUCTOR (GROUND) E 4 7 Zo O a j u f.l N L M o (§P J � W ? Q�� ° �J ,P W H Q C) O co 4,6 TYP) (n C 1 Q N N r T .� A o< N o MT TRAILS � w > W m m Dz CD �,.i� GALLERY W LILL' A C -p z D LU AMERICAN JoNAES z TO)' �-1 = IITr 5 CARAVAN m W C o m m A - -EGION CHOCOLATE z D Z >W Lf) m -HE B07FMAN .5On 77_ i __ V Clio T LLJ Lung I -----� - _ �I 1 ,F,�- -- b.4� ',.i:. 45 - ��. °6 17. - X �.J L n n q d o } NE l_l l `t I 11 I I \ \\`I \�` I \\ I 1( \\ \\ A / I Q ap N g g c -O a a e a a a _ _ar : _ _ DPI fj nm°a�z - - - - 1\ - \I\ "w -4 - \\- - \\\ - \j - \w� 4- \1 - - - a\t\ \t\ w 111 4 I I I' I� \ I 1 Al , 6 �I L -� -----U 8"SI-L--I--- i---1--1 -- 1--s-- 1 --1-- --I -- I 1-I--I I -- --�-- m Cc I I I T I I / I �i�I /�� 185 -�- I /I --- ------�-- --- 8"S I / - �y I � ❑ T T_______ _T -_ B'S ----I r 41 _ ._.. _L✓� _._� — —e— —la- gyp-- �— !7=— — _ — � 1— — —� _-- __--- --_ 1 r AA tt L N47 L� � iEJ a. �ix//l 1- _ - - - -- - -_ _ 77 0 f I O PULL < W Mm IL >y BOX o ? o d o C7 U <� M. M o0 _-1 .' R_ BARREL _� EAC;I F S LODGE 2 y o � z r _ MOUNTAINEERING FIRST SL URITY BANS z `^ m o Z Lu n U Z EXISTING PULL z W M y BOX, REUSE N O 1" PLASTIC CONDUIT IN U O ir MAIN ST., 5.0' NORTH T.B.C. Z O U 3 0 < O z w U O o NOTES = In °0 (D EXISTING "COBRA" LIGHT TO BE REMOVED BY MONTANA POWER COMPANY, (CONTRACTOR SHALL CONDUIT & WIRE SCHEDULE COORDINATE WORK AS NECESSARY) Q 1" PLASTIC CONDUIT I 2#8 CONDUCTORS (LIGHTING) 46 CONDUCTOR (OUTLETS) 8 CONDUCTOR (GROUND) 1#10 CONDUCTOR (GROUND) S I GRAPHIC SCALE ® 1/2" PLASTIC CONDUIT o io 2d +0 2#8 CONDUCTORS (OUTLET) DESIGNED-LQ _ 1#10 CONDUCTOR (GROUND) DRAWN DRS_ ( IN FEVr) 1" STEEL CONDUIT CHECKED— ®2M8 CONDUCTORS (LIGHTING) DATE / 1 1#8 CONDUCTOR (GROUND) ® 1" PLASTIC CONDUIT DWG:E 5.dwo 2#8 CONDUCTORS (LIGHTING) 1#8 CONDUCTOR (GROUND) SHEET E 5 } m Z 0 O u V1 ¢ Ir N Ir on `� Or r 3 ° �J 'P W Q im I� O D�NmY as< I � 4,6 TYP) o.. C 1 Q 16- N 0 ( � 4) II z W` z (D L4ALLE m m >z �� CA� D v_ 'r LLY K3. m W C CONLIN'S 70 z cLU JoNAES n TOY ARTCRAFT PRINTER CARAVAN n m� LJ r= C m r z o m m i �:�I IOCOLATE CO. -- Z THE BOZEMAN Z C 0 ITI . _ _._- ...iTT�I� . , ZVco 1 00 N0.0 L1w - - - T - W - - "w � IfnnII4 \ \ 46 11 \ `\\ III 4 I �, \ r ' Al -----------------V 8"SI -1 --�--- r---i---1--L--r1--1--�1 --i-----18�5 -- �- -1 --T- ----T--- ------I-I-----i- 8"S -- --r-- r --------- 8"S I---- 'o T--- TI ,- --_------ - ---- -------- --- - - 11 M n TMrTIli L-d - "�-III - _- - .�il- /f Z I V o PULL W m 0 BOX A a aa 0 D om o CARTER'S BARREL z EAGLES LODGE Z �:2 Z BOOT SHOP MOUNTAINEERING z = w FIRST SE URITY BANK m ~Z w O n (n A Ln ru a W EXISTING PULL W 2 () BOX, REUSE 1" PLASTIC CONDUIT IN y m a: MAIN ST., 5.0' NORTH T.B.C. U 3 0 O < 0 i ig o O NOTES = (I) EXISTING "COBRA" LIGHT TO BE REMOVED BY MONTANA POWER COMPANY. (CONTRACTOR SHALL CONDUIT & WIRE SCHEDULE COORDINATE WORK AS NECESSARY) Q 1" PLASTIC CONDUIT 21118 CONDUCTORS(LIGHTING) I 1N6 CONDUCTOR (OUTLETS) 1#8 CONDUCTOR (GROUND) 1#10 CONDUCTOR (GROUND) GRAPHIC SCALE A 1/2"I PLASTIC CONDUIT o 10 20 ♦0 2#8 CONDUCTORS (OUTLET) DESIGNED LC 1#10 CONDUCTOR (GROUND) DRAWN DRc_ CHECKED LC ( 1w Peer) 8I' STEEL CONDUIT 2#8 CONDUCTORS (LIGHTING) DATE 6/28/01 1#8 CONDUCTOR (GROUND) A1" PLASTIC CONDUIT DWG:E 5.dwa 2#8 CONDUCTORS (LIGHTING) 1#8 CONDUCTOR (GROUND) SHEET E 5 NO, 8 CRIMPED HIGH CARBON STEEL WIRE INSULATED CLEVIS SPACED AS SHOWN 6 ONE WAY, 5 THE 120/240 VOLT OTHER WAY. SERVICE TWISTLOCK TYPE- PHOTO-ELECTRIC CONTROL WATERTIGHT CONNECTORS 7 i o Q a o ---- _ - ---WEATHER HEAD In u ENTRANCE FITTING o -+}_ TYPES 1.6,11 6 16 TYPES 2,7,12 B 17 to ; C.W. 1` STEEL CONDUIT 3 OF NO. 14 AWG - + + NON-FUSED BREAKAWAY FUSED BREAKAWAY - IDENTITY DESCRIPTIVE 30' CLASS 4 NO, SYMBOL t _ C.L. TREATED TIMBER WIRE SIZES - POLE W I STAND-OFF BACKETS REQUIRED 2 -CL/b�- Q BRASS J BOLT FOR CONDUIT, METER BASE AND PROVIDE A PLUG i ND RECEPTACLE LOUSED IN WATER- 3/8" j CONCRETE FOR PULL BOXES SHALL BE CLASS "DD" OR EQUAL R,M THEANT.SYNTHETIC RUBBER[APABLF OF BURIALO CABINET REFER TO MPC 7 D;THE GROUND DR INSTALLATION:N'JNL IGH7. NA TH 1"m BEND ELECTRIC SERVICE REQUIREMENTS & GUIDELINES - I A E HOUSING,CONSISTING OF 2 sfcrlaNS,PROVIDES L e A WATERTIGHT SEAL AROUND THE CABLE AND q CIO �W 2�2 10' MAX. JAN 1994) t. 4 9 WATERTIGHT SEAL BETWEEN THE O L SECTIONS ET ` TYPES 3,8,13 6 18 THE SUFFII NT ENT OF DISCONNECTION [EDMPWNp TOPLY LUBRICC'ATEI METAL < � (n 2•,- PARTS ANp THE RUBBER MUSINGS FOR EASY ASSEMBLY 06 2` 2" STEEL CONDUIT 6 L 6 0 WHERE INDICATED,CRIMP q COPPER PIN AND A COPPER 3 1 2" I I 3 OF N0, 6 AWG RECEP:ACLE TO THE CABLE THE RECEPTACLE IS TO L 1 y ESTABLISH CONTACT PRESSURE WITH TM PIN THROUGH Z C 2" RIGID - 7 �q/L?J0- FUSED BREAKAWAY THE USE DIN A A LIS BERYLLIUM SPRING N BE .•• -I D W I' I EQUIPPED WITH A LTED OF LE MUNTING PIN.THE PIN � co 3 I.D.L.'-- - IS TO BE CCNSTRUC TED OF AT LEAST HALF-HARD v' D I I I 3' MAX. 8 MATERIAL.THE CRIMPING PORTION IS TO BE FULLY C 1" RIGID ANNEALED WHILE THE Rf ST OF THE PIN 1S MAINTAINED W I I REINFORCED CAGE I 9 1N ITS ORIGINAL STATE OF HARDNESS THE RECEPTACLE LLJ C >OD 6' MIN. IS TO BE FULLY ANNEALED.THE PIN AND RECEPTACLE NO. 16 GALVANIZED METER BASE (IF ARE TO LOCK TOGETHER SO THE CONNECTION IS Z C �`n I 3/4" MESH I I O REQUIRED) 10 MAINTAINED WHEN A MINIMUM FORCE OF 89 NEWTONS //{ O (3) _ TENSION IS APPLIED TO THE ATTACHED CABLES. v'` 3/8" BRASS HOLD DOWN 11 TYPES 4,9,14 6 19 PROVIDE FUSED CONNECTOR KITS CONTAINING A PAIR (•J O OF SPRING LOADED 90%CONDUCTIVITY CONTACTS FOR W BOLT WITH HEXAGONAL CABINET 1a GRIPPING A STANDARD MIDGET FERRULE TYPE FUSE, BRASS NUT 12 —�{/v— a THE CONTACTS MUST BE FULLY ANNEALED AND _ cm ry E m ADAPTED TO BE CRIMPED TO THE CABLE. 13 P2c CONDUIT & WIRING If) 0)u Y t AS REQUIRED 19 NON-FUSED BREAKAWAY at op NOTE: 3/4", 4" THICK WASHED GRAVEL UNDERLYING PULL BOX, 5' MIN. N I, 6' MAX. 5 3/4" SCH. 80 `- -- 16 1� PLASTIC CONDUIT. 1 BARE NO. 6 AWG 17 SPACING AS emu-,NECESSARY TO to TYPES 5,10,15 6 20 l �/U-Io- 3` SUPPORT METER CONCRETE PULL BOX BASE AND CABINET e 9 O MINIMUM DIMENSIONS � e zo r7=_ TYPE I NON-FUSED NON-BREAKAWAY f- U W L W = 13-1/4" Z d D = 12" 6' S W I D L = 14-1/4 5/8" x 8' (L 0. Q I D W = 8-1/4" COPPERWELD Z N C L = 15" GROUND ROD H C W = 9" = W ac Q 6' --CIRCUIT BREAKER 60 W I J I^ AMP, 2 POLE, SINGLE N Q THROW 120/240 VOLT PHOTO-ELECTRIC m p 2 SERVICE ASSEMBLY DETAIL SERVICE CONTROL 2,4 NO SCALE U AWG NO. 4 O V AWG NO. 14 ~ C METER BASE 0 3 W TO, LIGHTNING ARRESTER = p W(TYP.)e CIRCUIT BREAKER 100 AMP, 1 POLE, SIINGLENEMA 3R WEATHERPROOF W/ 20A -TREE GRATE THROW AUTO-OFF-MANUAL DUPLEX RECEPTACLE N.E.M.A. TYPE 3R 60AMP RELAY CABINET 2 POLE, SINGLE THROW 24" MIN. BURY PVC ' ` AWG NO. 8 =DRS SCH. 80 CONDUIT BARE AWG NO. 6 TO LUMINAIRES GROUND ROD - AwG N0. 10 GROUND AWG NO. 8 AWG NO. 8 GROUND TYPICAL POWER RISER AT TREE AWG NO 6 TO OUTLETS NO SCALE DwG.E 6.dwa 3 SERVICE WIRING DIAGRAM S- 1, S-2, S-3, S-4 SHEET E 6 NO SCALE E 6 S-2 z o O a � N 1 2 3 4 AWG #8 9 10 11 IA 2223AWG /10 AWG #10 WG AWG /10 AWG/10 Ai 2 0 6 z O AWG /8 AWG #6 CAWG /6 AWG #10 AWG #8 AWG /6 AWG /6 C F_ Q D r MAIN D D Y� z r ASE OF C7 ASE OF OUTLET O V O F m'u Q (n SIGNAL POLE SIGNAL POLE RECEPTACLES O Q is Z (TYP) a a (f, Q Oa o� Q C u a rn 5 6 97 8 14 15 16 17 18 V(Rb 25 26 27 28 y AWG #8 WG /10 A a m 22 _ZW Z co 03 C_ p o* ' AWG /6 AWG /8 POLE BASE PULL BOX AWG /6 AWG /10 w•( C 2 m (TYP) (TYP) C7 C 0, Z V ad`Lo- w r 1 1-1 S-1 L C E _ E0. P C to °•♦i Q N c%t ^ma 2 INDICATES WATER-TIGHT CONNECTIONS. USE 3 AMP MIDGET FERRULE FUSES IN 100 WATT LUMINAIRES AND 6 AMP IN SIGNAL POLES. S-3 BASE OF SIGNAL POLE U w 29 30 31 32 33 39 40 41 42 43 44 45 46 0 cc a AWG #8 OL d 2 2 Z co F v F_ AWG /6 PULL BOX AWG p10 AWG #10 AWG #10 AWG #10 � J~W co r (TYP) O O Z D N MAIN COC W W J CONDUIT PLACED IN MAIN RECEPTACLE m OUTLET m O W SIGNAL POLE D BOX. E N (TYP) AWG 0 m Z z A FUTURE FlBER OPTIC V O U 3 35 36 37 38 PULL BOX, NOT USED 47 48 49 50 oC � ¢ Lit co AWG #10 3 U O = o w 2g8A- IT I AW AWG Iy6 AWC �10 AWG #6 AWC /8 AWG /10 POLE BASEPULL BOX, DONATED (TYP) LUMI S S BY CHRISTIE ELECTRI BANK LUMES. ON A� Ql S-4 PRIVATE CIRCUIT \\� nQ 0 V DESIGNED LC I)RAWhI DRS CHECKED LC \J DATE 6/22/01 INDICATES WATER-TIGHT CONNECTIONS, USE 3 AMP MIDGFT FERRULE FUSES IN 100 WATT ,P wG;E 7.dw9 LUMINAIRES AND 6 AMP IN SIGNAL POLES. SHEET E 7 2'-0"x 2'-0"x 10" FOOTING A DRILL & EPDXY BARS INTO S7 FOUNDATION WALL STRUCTURAL NOTES C 7' ( B S7 DESIGN LOADS: Pedestrian Walkways over Vaults = 100 psf Floor Dead Load = 44 psf SPECIFICATIONS: Montano Public Works Standard Specifications, Fourth Edition, January, 1996. Z o 3'_ = EXISTING CONCRETE WA 0 a CAST IN PLACE CONCRETE: Use Class M-4000 for oil structural concrete. For design purposes only, f'c = 4000 psi. Use N W6x15 _ \ 1_ _ 4%-6% entrained air using ASTM C260 air entraining admixtures and ASTM C150 Type I or II cement. o \/ I3771 REINFORCING STEEL: \\I I I I WATER SERVICE 1 I 3^ _ Use new deformed type reinforcing steel meeting the requirements of ASTM Specification A615, Grade I ---- FULCRAFT l 40, Lap reinforcing steel a minimum 20"and 25" for #4 and #5 bars respectively. I I I 5"-3VL118 I o L___ J 6" SEWER SERVICE FLOOR DECK (TYP) L_ 5"-3VVULCRAFT Use the following minimum cover for cast-in-place concrete steel reinforcement. 5"�3VLI18 z FLOOR DECK (TYP) 1 1/2" - formed footing sides and concrete exposed to earth of weather (#5 bars or smaller) 3 \ 2" _ formed footing sides and concrete exposed to earth of weather (#6 bars or larger) v 1'-6"x 3'-0"x 10" FOOTING 3" - concrete cost against and permanently exposed to earth co Z o DRILL & EPDXY BARS INTO WVAULT DECK: Type: 3 18 gage, Type VLI composite deck Q c a) FOUNDATION WALL. 1 Lo Ixx (min): 1.251 iri O r I O Sxx (min): 0.795 in3/ft Finish: galvanized V a , 75 Q J 0 i co / ( 3 14'-4" < Follow all manufacturers installation requirements. If manufacturer requirements conflict with the drawings, notify engineer (n a;�o Total finished deck thickness is 5" for this project. With o 5" deck thickness the total non-composite dead load is 44 Q (0 / I I U psf. According to Vulcraft, the maximum allowable non-composite span for 44 psf applied to the 3 VLI18 deck is 11'-8 m �00 N c� Contact Engineer if total deck thickness is expected to exceed 5" at any location. C 0Ln 0 O Z \ I I \ 0 Co STRUCTURAL STEEL: Use ASTM A-36 carbon steel for all structural shapes, plates and bars. Use ASTM AS00, Grade B Z W 3 1/2" x 3 1/2" x 1/a" Ts (TYP) t 0 u cold formed steel for all pipes and structural tubing. Use ASTM- A325 steel bolts, except as noted on\ p pions use _ w / I r----� r------ -1 F---1 1- of ASTM-A490. CD 0) r z cc \/I 1 _� z X W C D zO I I I w WELDING Follow the latest issue of AWS D1.1 for all welding. Prepare all surfaces to be welded in accordance with AWS W L- G / I I D1.1. In particular, remove all burrs, slag, dross and rough edges from all surfaces prior to welding. Use backup plates as Z co . , _ W6x15 F required. E70XX electrodes are required for all welds unless specified otherwise. C aO 00 4'-3 /8"' maOerNa le 18-1 pI h Notify Eng deer of u Psuimat muter olfos enicoPnoted. Iowa obn purpos Z V ��rnmS7 es, the guidelines specified in Unsu UBCTable 18-I-A have been used Class 4 matenol has been assumed. Allowable soil beonng capacity for class 4 WYne2'-0'x 3'-0"x 10' L__ __ e material includes cloy, sandy clay, 0 a a FOOTING 7_,(� silty cloy, and clayey silt. Use ASTM-A307 Type Anchor Bolts. 4.77' 3'-6" x 3'-6" x 10" = Q v m SOIL COMPACTION: Provide the necessary compaction effort and soil moisture content to achieve the following soil densities. Q ^ coa< \ D FOOTING 1'-3 5/8"' S7 0D O`x� 10" Below Foundation Footings: 98% of standard proctor ~ to ua4u 1'-6" x 3'-0" x ATI FOOTING / Below Concrete Floor Slob: 98% of standard proctor � N= DRILL & EPDXY INTO FOUNDATION WALL. p CtOr Sidewalks and Parking Lot Fill: 95% of standard proctor Contractor must verify all dimensions & heights. Metal decking & structural support must be installed to provide a slope of 0.5% mini 2% OA,4 mum to maximum towards the curb & gutter.2'x 3'-6"x 10" FOOTING (BOTH INT. SUPPORTS) 4" FIRELINE THE WOOD SHED — BUILDING 2 DRILL & EPDXY BARS INTO FOUNDATION WALL SCALE: 1/2"= 1'-0" TYPICAL AT MID-WALL. 3/4" WATER SERVICE a SIDEWALK OVER VAULT LEFT IN PLACE AT + 0'6 2x 2x 10" FOOTING W a ' 'FACE OF BUILDING (5.3' WIDE X 50.1' ___ W LONG). SIDEWALK TOP CAPPED, SAWED ) AND TOOLED. W6x15 l TYP. ALL CORNERS U l l W6x15 I DRILL & EPDXY BARS L . . — . . 1 . . . . _ . INTO FOUNDATION W \ W I I WALL, BOTH SIDES. W 3/4" PUDDLE WELD -- j & METAL D NEW VULCRAFT -- � � ® 12" O.C., TYPICAL. ON EXISTING S SUPPORTS. 10 3/4" yl - 10' 9' 3" �— l'-4" _ VUL R T ^y < Z 5"�3VL 18 I F- - LLl W FLO R DECK ( YP 0 0 19'-4" (INSIDE FINISHED �VALLS)p m Z 8'-7 3/4" 0 I 3 I� S 7'-0"t 21'-6" p (INSIDE ROCK FOUNDATION WALLS) > EX. STRUCTURAL SUPPORT I 9 -�1 9" 6'-9 5/8" — 5'-10 3/4" - �I�- 6'-8 3/8' ,,.• �NTA�y'•.,...•. GREGORY T. # = AMIN _W6x15 _W6x15 i BENJOPE � . .� .I_ _ _ 1 II 9 I1510PE BUILDING FOUNDATION I I I I j' + I �+ aclsrea�o 2, L— L °...",SSA NAl F'NG'... ' II O f 1.08' 30'-0't - DESIGNED GTB G 'f' DRAWN MLB IIIIbbbIJJJIII CHECKED BDS ATE Q6/22/01 S7 D 3 US BANK 3.5"x 3.5"x 1/4" Ts (TYP) 1'-0 5/8" SP4 SCALE: 1/2"= 1'-0" FINISHED WALLS W/ ROCK I FO NG NDATIOND DWG S 1-9as-b dwg 2 THE BISTRO — BUILDING #3 PLYWOOD SHEATHING SP1 SCALE: 1/2"= 1'-0" SHEET S1 'm S S S9 S9 z o EXISTING CONCRETE WALL y_ 1. I\N � o C S-7 J J Q 36-0 3 V-1 VUICRAFTLJ 5"-3VL11g VU CRAFT C LLl pn z FLOOR DEC (TYP) 5" 3VLI18 S7 �N 0 2'-6"x 2'-6"x 10"NFOOTING(TY9. ALL CORNERS) FL DECK TYP) 2'-9"x 4' 6"x 10" F OTING 9'-6" Q DRILL & EPDXY BARS INTO FOU TI N. DRILL & EPDXY INTO FOUNDATI WALL V L mrnq_ Z O ID (S) I= L cmNE In � In a % x W air w `o i I I 000 No;;o r----1 - --1 -1 I I 7 C �a`�°� I I I I I I I I I �•� �� m �--� 6-0" I I \ I I Z_W 7 --� •W6x15, •� • � —1 _ . . —W$x3L . . _ . . — . . — . . � Wx3J. . —. � ,• t cr acn W _ a i 4.5% 4.5% 1/4" TS (� A) 111 C TYPICAL THIS BAY ` Q Z C \� Q o '$o°0 3.5"x 3.5"x 1/4" TS H <J�� i W U �rn R S7 Lm"„4 OFdmo S9 3 ELLEN THEATER - BUILDING 9 JP J `a�o:� SP2 SCALE: 1/2"= 1'-0" Q� = Q ono Q , << N= 8' - � 4' � V�JLCRA 4'-0" � 8'F-0" 3VLI1 3 DRILL &1 EPDXY BARS INTO FOUNDATION) _� a FL~OR D C TYP) SS WALL ON BOTH SIDES. \\� r -i r -1 r - r-#'--� ---- �' r I I 4'-10" 1 I I �.\ I 1 I r---------- I I W605 (TYP) I I \ w I I a uj 3.5"x 3.5% 1/4" TS (TYP) K y S8 ABANDONED-BACK WALL FORMED. w FILLED WITH LEAN CONCRETE. 2'-0"x 4'-0"x 10" FOOTING(TYP. BOTH 4' BAYS) w DRILL & EPDXY BARS INTO FOUNDATION POWDERHORN WEST - BUILDING #19 SEE DETAIL v~i SCALE: 1/2"= 1'-O" a a w o O 37'-9" m BUILDING LENGTH INSIDE COLUMNS * SIDEWALK LEVEL Z a o a � � m m 1 � p3 0 i 1 K j 8 ui S8 S8 1 r--+'-- 4' �ONTAryq••.......... I I I I W6x15 TYP I I POSSIBLE VAULT SPACE. * BEN AMINGREGORYT * 1 �• — • • — • •I— • AREA IS ENCLOSED & 11510PE SS —I•W6x15. ,ice . , \I —� I NOT ACCESSIBLE FOR I INSPECTION. NOTIFY ENGINEER F fCISTER� 2 PARTIAL HEIGHT WALL L----J --J ----J SS GNAL F DESIGNED GTB DRAWN MLB CHECKED BDS DATE 06/22/01 ABANDONED-BACK WALL FORMED. FILLED WITH LEAN CONCRETE. 2'x 2'x 10" FOOTING TYP. DRILL & DWG'S 1-gas-b dwq POWDERHORN EAST - BUILDING #19 EPDXY BARS INTO FOUNDATION SHEET SCALE: 1/2"= 1'-0" WALL. (BOTH SIDES AT CORNER FOOTINGS) S2 THRUST BLOCK IN ROCK WALL EXISTING MORTAR ROCK (2.0'x2.0'x1.5'). LATERALS SUPPORT FOUNDATION WALL COLUMN AND TURN BUCKLE. o a w � o O SS ° VULCRAFT 5"-3VL118 SIDEWALK DECK (TYP „ Za TV - O Fobfto F", ' o �2) NOvi n .. �� O 4 n.IH: irwcY ad v Go) 0 0]a` ° r----� --- -� - - --� r ---� (} N Z_W it I I I I \ I C� I I \pI I I I I I C W — c FILLET,EXISTINGRBEAML SPLICEEREEMOVED &I BEAM WELDED. O Z U oc a m LNG W„DED TO TOP FLANGE OF FILLET WELD, 2" LONG O TED N. & S. OF MEMBER.-3/a"x10 (n cO i a 4 w 46'-0' I � C 5 LOOIE'S DOWN UNDER — BUILDING #20 �A� OO � SP4 SCALE: 1/2"= 1'-0" J uj ,P 3 a w rn C S7 VULCRgF y J Q SIDEW"TTrLK DECK TYf) a 2 VULCRAI 1 2'-0"x 2'-O"x 10" FOOTING (TYP. ALL CORNERS) �j N V 5.-3V 118 I DRILL & EPDXY BARS INTO FOUNDATION p 0 c7 SID W K DECK (TYP) WALL, BOTH SIDES z co 8'-6" 8'-6" d O ao i m 8� W-ALL 4"x4"xY4" TS �B�WALL 7'-1" IN LENGTH G vj 7" WALL - f9tlidBkTt6N --- / -�---� - -- r---- BEADWALTL 10'-6' .j . gBEAM SLOTIN WALL * I 1' I GORY # BEAM CONTINUES TO NEXT VAULT ------------ W6x15 1 I 6x15 + GBENJAMINr { W6x15 .I --------------- . . .. — . . . . T . . _ 'v 11510PE t ---------------- _ 10'-1 2" BEAM IN SLOT sg �oGrW f g'-4 1 �rsrca 14" A DESIGNED GTB T$ S7DRAWN MLB C4"WxY4" -1" IN LENGTH CHECKED BDS S7 DATE 06/22/01 6 ARTCRAFT WEST - BUILDING #36 7 ARTCRAFT EAST - BUILDING #35 SP5 S'GAk�i 1/�2" ^�NO SCALE SHEET S3 70'—O"f 3/4" PUDDLE WELD o rc® 12" O.C., TYPICAL. �_� W BUILDING FOUNDATION 0 a S-9 C 10'-0" EX. STRUCTURAL SUPPORT 5'-0"t W o n 20'-6" 2'-0"x 2'-0"x 10" FOOTING (TYP. BOTH CORNERS) WLCRAFT DRILL & EPDXY BARS INTO FOUND. WALL, BOTH SIDES Q 5"^-3VLI18 SEE DETAIL e V 0 a - - _ SIDEWALK DECK (TYP) O ���� 1 I aeo 1 3.5 x 1/4 TS (TYP) 41 (f100 N o g o REMOVE EXISTING CONCRETE SIDEWALK I I I C L ma`& METAL DECK. PLACE NEW WLCRAFT • ,� _ I I— �x15 ef 5 3VL118 ON EXISTING STRUCTURAL SUPPORTS. — — — - �— 4-3 4-7" —� Z W 7 cr cmW W .CG -0 1 SYLVESTER'S G 2'-0"x 3'—O"x 10" FOOTING Z � SP2 SCALE: 1/2"= 1'-0" S_7 DRILL & EPDXY BARS INTO FOUND. WALL C �v- SEE DETAIL A (� p o Z ABANDONED—FILLED WITH LEA W CONCRETE�-%" RAVEL. 1 42aEAGLES DING �4O > SCALE: 1/2"= 1'-O" 2 tij O F. op uo. n a 4 W U w cc a U A r w J cr ASTM 506 WALL CAPPED — . . — . . — . . — . . — . . T / LLI w BEAM SLOT CUT IN WALL ( �— 1 . — . . — . — T — — — N I W6x15 '`T — — . . — . . 1 � . . r— �{ m (SEE END SUPPORT W8x21 VULCRAFT ? Z Z DETAIL). i I BEAM SL10T CUT IN WALL 5"^3VL118 BEAM SLOT CUT IN WALL 3 I I (SEE MIgDLE SUPPORT 3'-6" TYP SIDEWALK DECK (T� ) (SEE END SUPPORT d o I DETAIL),I ( ) F- Z I I I DETAIL). J �1 M I 1'-11" WBx21 5'-5" 1 1 W W8x21 > 0 u1 _ EXISTING STEEL BEAM EXISTING STEEL BEAM * cREcoRr T. #.E TO REMAIN IN PLACE TO REMAIN IN PLACE BENJAMIN 1151OPE X. ,o 13'-6" - 2'-4" 4'-11" 2'-5" 12'-6" :F`�C1sr¢a�I� SS/ONAL E DESIGNED GTB DRAWN MLB 9 OBERON NEW IMPRESSIONS — BUILDING #49 CHECKED BDS SP4 SCALE: 1/2"— 1'-0" DATE 06/22/01 DWG: 1-gas-b.Owo SHEET S4 V) z0 f6tlNBAfit61d. Ln rc I m EXISTING BRICK WALL I I VULCRAFT I 5 3VL118 w - --_j FLOOR DECK HILT] X-DN172 3 (TYP) / O EACH VALLEY FIRE SPRINKLER CLOSET _- / °z a, (n '-oo I w H ��m 17' a 12 OFFICE VAULT SPACE O N VULCRAFT DIRECTION (/� = c m"E CHANGED TO 5' (A y E,.o S NORTH-SOUTH Q - `n m cc � a4- © i Z_ w t 1 c� W v VULC AF TYPICAL COAL CHUTE VAULT Z r----- 1 5••- 11 _ C o� FL00 D CK T ) (D V od o w VULCRAFT WELDED TO STEEL ABANDONED-FILLED -�roNu m� ANGLE - -Y4" PUDDLE WELDS WITH LEAN CONCRETE. } o�'+�` NEW L3X3XY4" WELDED TO a��eo EXISTING STEEL BEAM. WELDS .4 0 0_ "xi-Y4" LONG ® 12" O.C. (SEE FOOTING MASONIC TEMPLE — BUILDING 59 �, Q5 Q 00 T2 x DECK TO BEAM CONNECTION SCALE: 1/2"= 1'-O" <J CL 04In WW DETAIL) — 6' - _ 10 BEAR COMFORTS ALLIED MANUFACTURING BUILDING 50 SP4 SCALE: 1/2"- 1'-O" 1'-6"x 2'-6"x 10" FOOTING (TYP. OF 4) DRILL & EPDXY BARS INTO FOUND. O 2'-0"x 2'-0"x 10" FOOTING (BOTH CORNERS) DRILL & EPDXY BARS INTO FOUND, BOTH SIDES W s8 38'-4" a w IL co L w co rP-- r- -� 5 ) - --- 0- a - wVU CR FT FL 11 C RDEK --�I -r---+— — . . T 4'-9" 7' 2" J 8Z -Y 0 a7' W6x15 6 15 3N . } . . . . . _ 08S -1/2' 66 -9 5J 2'17" T S SQUARE ROCK - m m COLUMN 3'- ......... (TYP) O" ;;•`�pNTA/yq"^.,... GREGORY T. #•` BENJAMIN P 1151OPE a-.' t 7'-2"t - 8'-9" 8'-9" 8'-9" �PS�f�ISTEa���2Z '`.S�ONAL EXISTING STEEL COLUMNS DESIGNED GTB DR �CHAWNE� 5'-1" 5'-2" T-7"� DATE : 1 owc 5 I-9os-o o.� 1 ACE HARDWARE — BUILDING 55 SP3 SCALE: 1/2"= 1'-0" SHEET S5 WATER SERVICE — r SEWER SE ICE 20'-2" I S v S9 4" FIRE LINE 6" SEWER SERVICE I I I r 4" SEWER SERVICE 10.5' I I z o o it J I 4.8' -i II I a o VULCRAFT 3 -yl IF 1.05' 5"_3VL118 � 8'-9 1/2" � � — — 3.5"x 3.5"x 1/4° TS (TYP) 0 4.6' FLOOR DECK (TYP) ` 1.4' e-- EXISTING 4" 0 COLUMNS (TYP) _t�\ v I I -1 r----1 - ----1 r-- -- r-----1 E---TI uJ p� I I Q M W6x15 ELO I I o " .I. I w6RTS. . — _ . .I— . . — . . 9 i — . . — i. — . . — . . — . . ~ m t S8 I O I a Q Q I ; 0 �c�Nn 7!Z IL L- L----J _-__J L----J L- C�N __J ---J L__ J � Ij or'®. 2'-0"x 2'-O"x 10" FOOTING I < E2 a (TYP. OF 4) SEE DETAIL 11'-6" 9'-11" 6'-3"—� 2'-5" W v1 •,o„ ® ad G O a4a 34' 0 CD N 9'-3 3/4" 7Z ' j cl) 1'-8 3/8" 10'-6 5/8" 7'-11" 7' y 1'-6"x 2'-6"x 10" FOOTING (EACH END) I I Lu G .0 HALLWAY DRILL & EPDXY BARS INTO FOUND. L J j C $SEE DETAIL Z C \ I 0 *a Go, COUNTRY BOOKSHELF CHAPPARRAL GALLERY W 01nmNe (STORAGE ROOM) (STORAGE ROOM) II o Ym� a = Q o o�o� 0 vt,= 13 CHAPARRAL GALLERY COUNTRY BOOKSHELF — BUILDING #63 a= SP2 SCALE: 1/2"- 1'-0" 4" FIRE LINE Syr ( 3/4" WATER SERVICE 0_,_mot UNDER STORE ENTRY (CONCRETE). J _53ktH8_ COVERED WITH TREATED PLYWOOD +I 0.5' " fLOOR-BEeK SEALED WITH LEAK MASTER. 5VULCRAFT 18 VULCRAFT HYDROTITE LEAK W 3-11 } FLOOR DECK MASTER HILTI O VALLEY a 1.0'x5.0' PLYWOOD 2'-10" (TYP) ¢ ICL \ EAST VAULT j WEST VAULT Ill a I 4"- 5'-5" h 8'-8" 5'-9" 6'-0" W 10'-2 3/8" ¢ SEWER CLEANOUT G 15 LILLY LU - BUILDING #31 S7 VULCRAFT I SP5 SCALE: 1/2"= 1'-0" ~~ w 10'-9" 5"-3VLI18 W 0 FLOOR DECK (TYP) � pip 0.55' 2'-O"x 2'-0"x 10" FOOTING (BOTH CORNERS) Z DRILL do EPDXY BARS INTO FOUNDATION d 30 f—1 F- WALL 2 SIDES 0 I SEE DETAIL e A� t 0.65' \� �OO j G W6x15 7 3.5"x 3.5"x 1/4" TS (TYP) —I— VULCRAFT VULCRAFT ......... ......... ASTM A500 5 O R DE FLO R 118 DE ,,P P Vq`",•., I -J _ 2.135' L-- 1 - FLOOR DEGK FLOOR D€CK � � r•• pNTq (TYP) 3'-6" (TYP) �J '* GREGORY T- ": BENJAMIN 'O 1151OPE EXISTING CONCRETE WALL ^S CISTca� ?r' A S ON 1' AL FN.•`' S7 7' EAST VAULT WEST VAULT " - 1'-0" r ESIGNED GTB DRAWNMLB 14 ALONG THE GARDEN WALL - BUILDING 64 CHECKED BDS SP2 SCALE: 1/2"- 1'-O" 6'-6" 1'-2" 3'-8"-1'-O'- 3'-9" 1'-6.1 -- 7'-0" - DATE Off22/01 D wG:S 1-9as-bdwa REFLECTIONS - BUILDI 26 SHEET S SCALE: 1/2"= 1'-0" ABANDONED-FILLED S6 WITH LEAN CONCRETE. WELD STEEL DECK TO BEAMS WELD STEEL DECK TO BEAMS (2)HILTI X-ON172 USING 3/4" PUDDLE WELDS. (2)HILTI X-DNI72 USING 3/4" PUDDLE WELDS. LOCATED (3 PER 36" SHEET) LOCATED (3 PER 36" SHEET) VULCRAFT IN EACH RIB. IN EACH RIB. 5^•3W118 O VULCRAFT VULCRAFT FLOOR DECK WELD STEEL DECK TO BE T) u APPROXIMATE LOCATION 5"^•3VL118 APPROXIMATE LOCATION 5""•3VL118 (TYP) j OF CURB & GUTTER FLOOR DECK OF CURB k GUTTER FLOOR DECK USING 3/4" PUDDLE WELDS. o (TYP) (TYP) HILTI X-DNI72 OJIIALLI;� 6" OC (3 PER 36" SHEEET) ' W6x15 STEEL BEAM a. E-70 E-70 WLCRAF7AS NECESSARY >a1 1/4' 3" TO MATCH REQW605 STEEL BEAM W605 STEEL BEAM 5. 3-I16Lu5"x 5"x 3/8" STEEL PLATE 5"x 5"x 3/8" STEEL PLATE APPROXIMATE LOCATION FLOOR DECK DECK ELEVATION E-70 rnOF CURB h GUTTER (TYP) 1/4 3" `Nn 1/4• E-70 1/4• E-70 5'x 5`x 3/8' STEEL PLATE V rm16" LONG p4 E-70 O 3 1/2x 3 1/2" x 1/4" TS 36" O.C. DRIL 1/4co 1n Oo�O 3 1/2"z 3 1/2" x 1/4" TS (2)10"x 5/8" 0 A.B. a 5" 10" INTO FOU W W E:t a (2)10"x 5/8" 0 A.B. EMBED 7" �/ - 3 1/2"x 3 1/2" z 1/4" TS Q dl� N o F EMBED 7" , 1/4` ` E-70 E-70 1/4 EM)BEO 7"/8" 0 A.B. Otf C ��an' `.° E-70 5"x 10"x 3/8" HILTI X-DNI72 O 6" O.C. j\ 5"x 10"x 3/8" Z c C V+" DR BARS O 10" O.C. BASE PLATE �BASETING F LATE • 5"x 10"x 3/8" DRILL & EPDXY 7" XISTIN• OOR I cv ' BASE PLATE cc co co INTO FOUNDATION WALL, .,, \ OOR W C N4 BARS O 10" O.C. •p DRILL & EPDXY 7" EXISTING FLOOR " 3" 10" / 10" Z v•- INTO FOUNDATI'�N WALL. ° 10" �)�4 BARS \ " BOTTOM CO (3r 0O 0 0 s 1 z" SIDE COVER C SECTION DETAIL //� /` 2" SIDE COVER Z U Lno, //�\// 2(3SIDE COVER 1'-B'� S1,S2 SCALE: 1"- 1'-0' (� a 1 -6 LlJ o aQ4 z' 3,S6 O J J `ti .. B SECTION DETAIL � N= 4W A SECTION DETAIL S1 SCALE: 1'- 1'-D' D SECTION DETAIL S1,S3 SCALE: 1'- 1'_O" ""Q �JQ S 1 SCALE: 1"= 1'-0" S4 'P BUILDING FACE - VULCRAFT BUILDING FACE 5"•••3VU18 WELD STEEL DECK TO 8EAM5 FLOOR DECK USING 3/4" PUDDLE WELDS. (TYP) (3 PER 36" SHEET) WELD STEEL DECK TO BEAMS WELD STEEL DECK TO BEAMS WELD STEEL DECK TO BEAMS HILT] X-DNI72 USING 3/4" PUDDLE WELDS. , VULCRAFT 3 PER WELDS. (3 PER 36" SHEET) U USING 3/4" PUDDLE WELDS. O 12" O.C. ( ) 5"^3VL118 VULCRAFT FLOOR DECK (3 PER 36" SHEET) VULCRAFT 5`^•3VLI18 ° O cr (TYP) _ • O 5"•••3VL118 FLOOR DECK d FLOOR DECK (TYP) a " (TYP) 5" W6x15 STEEL BEAM \/� O W6x15 STEEL BEAM 5" �F / LOCATED X-DNI72 O aJ" T W T _ CC W E-70 3 1/4" IN EACH RIB. C J E-70 5"x 5"x 3/8` STEEL PLATE E-70 3 1/2'x 3 I/2' x 1/4" TS 1/4" 3" 1 3" E-70 3` 1/4" W8x31 STEEL BEAM Q 5"x 5"x 3/8` STEEL PLATE E-70 W6z15 STEEL BEAM 6"x 6"x 3/8" STEEL PLATE ,U 1/4 '. 5"x 5"x 3/8" STEEL PLATE ° O O 1/4" E-70 3 1/2"x 3 1/2` x 1/4" TS 1/4" E-70 E-70 1/4" W E-70 (2)10"x s/e" • A.B. p � 30 °i -E 70 (2)10"x 5/8" 0 A.B. �3 1/2"x 3 1/2" x 1/4" TS J Z 2 1/4" 1/4• EMBED 7" EMBED 7" 4 1/2"x 4 1/2" x 1/4" TS 5 3: p 5"x 10"x 3/8" (2)10"x 5/8" 0 A.B. > 0 0' 5"x 10"x 3/8" BASE PLATE BASE PLATE EMBED 7" (5)#4 BARS '� (3)#4 BARS ° BARS O - E-70 " (2)10"x 5/8" 0 A.B. "' "" EACH WAY EXISTING FLOOR ELEV. 10` O.C. 1/4 EMBED 7" "�ONTAryq'•,,° DRILL k EPDXY 7" E-70 INTO FOUNDATION WALL, 1/4" 6% 12"x 3/8" ` 10" 10" J5"x f0"x 3/8" BASE PLATE ��* GREGORY T. 3 BOTTOM OVER 3" COVER (TYP) M4 BARS O 10" O,C. O BASE PLATE (4)M4 BARS #4 BARS O 10" O.C. �p 81151OPE w EXISTING FLOOR ELEV. ENJAMIN ° �� DRILL & EPDXY 7" DRILL do EPDXY T" '' Y SIDE COVER \\/�\��\//�\��\/' 2" SIDE COVER // a' INTO FOUNDATION WALL. INTO FOUNDATION WALL •,,ASS sTEP LV-6" 10" 1 0' ONAL F •" 3"• �" BOTTOM COVER �(3)/4 BARS 2L " SIDE COVER \//j\ DRAINED MLB GTB 2 SIDE COVER 2_g" E SECTION DETAIL z' CHECKED RD, S1 SCALE: 1"= 1'-O' F SECTION DETAIL DATE M122/ol S1 SCALE: 1"= 1'-O' G SECTION DETAIL DWG:S 1-gas-b.dwa H SECTION DETAIL S1,S4 SCALE: 1 1'-0' SHEET IS SCALE: 1"- 1'-0" c 7 ro -BUILDING FACE VULCRAFT WELD STEEL DECK TO BEAMS VULCRAFT 5"-3VL118 USING 3/4" PUDDLE WELDS. WELD STEEL DECK TO BEAMS 5"-w-118 FLOOR DECK (3 PER 36" SHEET) USING 3/4" PUDDLE WELDS. FLOOR DECK (TYP) (3 PER 36" SHEET) V, i (TYP) WELD STEEL DECK TO BEAMS z 4 USING 3/4" PUDDLE WELDS. F - -r- VULCRAFT 0 HILT) X-DN172 O (3 PER 36" SHEET) 6" O.C. LOCATED VULCRAFT FLOOR DECK IN EACH RIB. FLOOR _-_---- (TYP) � o (2)HILTI X-DNI72 O FLOOR DECK 12' O.C. LOCATED (TYP) W6x15 STEEL BEAM - • W 5„ IN EACH RIB. E-70 - ------- 5., \ \ W6x15 STEEL BEAM 1/4" 3" o AS NECESSARY /� - - -- -- " • 5" 5'x 5'x 3/8" STEEL PLATE } TO MATCH REQUIRED W6x15 STEEL BEAM W DECK ELEVATION <-70 1/4" E-70 (n 'ro 1/4- 3" 1/4" 3" E-70 AS NECESSARY - -- 5"x 5"x 3/8" STEEL PLATE TO MATCH REQUIRED �,o 16" LONG /4 BARS O DECK ELEVATION - 3 1/2"x 3 1/2" x 1/4" TS 5`x 3/8" STEEL PLATE Q t36" O.C. DRILL & EPDXY E-70 NEW CONCRETE CAP E-70 (� L m " 10" INTO FOUNDATION WALL. - _. 1/4' E-70 . 10"x 5/8" 0 A.B. t5"x /4" O _ 16" LONG 4 BARS O EMBED 7" N ~ 36" O.C. RILL& EPDXY (n L oo m c 3 1/2"x 3 1/2" x 1/4' TS In O o,.8 10" INTO FOUNDATION WALL. 5"x 10"x 3/8' 10"x 5/8" 0 A.B. 3 1/2"x 3 1/2• x 1/4" TS (EACH WAY#4 BARS BASE PLATE IN C EMBED 7" m CO u) N o • C 0\m " (2)10"x 5/8" 0 A.B. 10" - 1/4" E-70 (� EMBED 7' it J SECTION DETAIL s•x 1o"x 3/8" _Z w � SCALE: 1"- 1'-0" 2" SIDE COVER !`�''\. A/- • 4 BARS O 10" O.C. BASE PLATE � CR E-70 SZ 3" BOTTOM COVER M & EPDXY r EXISTING FLOOR ELEV. C 1/4" INTOL FOUNDATION"WALL. L_— W C 5"x 10"x 3/8" 2'-0" /4 BARS O 10" O.C. BASE PLATE SQUARE -� -- 10" Z C DRILL & EPDXY 7" EXISTING FLOOR ELEV. " • 3" O o 0 u INTO FOUNDATION WALL, J- Z U Ir o). 10" K 2"* S SIDE COVER SECTION DETAIL �j\\�i BARS W ID O a m S2 SCALE: 1 1'-0" 2 __�~ 0. Y n a / BARS = Q .e" 2"" SIDE COVER Q 2 0O T 0 it 10 Oa°w L SECTION DETAIL N ax S3 SCALE: 1"= 1'-0" I SECTION DETAIL S2 SCALE: 1"- 1'-0" OJ��/ ��� ❑ P� \P_7 ty�v BUILDING FACE VULCRAFT ,` ~ VULCRAFT 5"-3VU)18 -l i WELD STEEL DECK TO BEAMS W 5"-3VL118 FLOOR DECK WELD STEEL DECK TO BEAMS USING 3/4" PUDDLE WELDS. FLOOR DECK WELD STEEL DECK TO BEAMS (TYP) USING 3/4" PUDDLE WELDS. (3 PER 36" SHEET) Cc (TYP) USING 3/4" PUDDLE WELDS, HILTI X-DN172 O (3 PER 36" SHEET) 0_ HILTI X-ON172 O (3 PER 36" SHEET) 6" O.C. LOCATED VULCRAFT d VULCRAFT IN EACH RIB. I FLOOR DECK < 6" O.C. LOCATED i I IN EACH RIB. - JJJ---___ (TYP) co 5 co W W6x15 STEEL BEAM 5" J ` W6 15 STEEL BEAM AS NECESSARY a AS NECESSARY TO MATCH REQUIRED r z TO MATCH REQUIRED DECK ELEVATION E-70 DECK ELEVATION E-70 ""•VULCRAFTRAFr p 2 �- 1/4" 3" 53VL118 /` \\ W6x15 STEEL BEAM W - I 1/4' 3" 5"x 5"x 3/8' STEEL PLATE FLOOR DECK / E-70 O O / -'� 5"x 5"x 3/8" STEEL PLATE NEW CONCRETE CAP (TYP) �/• 5"1�5"STEEL PLATE V co Z NEW CONCRETE CAP 1 E-70 - _ 1/4" (2)HILTI X-DNI72 O EXSITING COLUMN _ - 1/4" E-70 16" LONG #4 BARS O 12" O.C. LOCATED ��> 3 36" O.C. DRILL &EPDXY 3 1/2"x 3 1/2' x 1/4" TS IN EACH RIB. )�- _ 1/4» E-70 co o 16' LONG #4 BARS O 10" INTO FOUNDATION WALL. J z m 36' O.C. DRILL & EPDXY _ 3 1/2"x 3 1/2" x 1/4` TS _ _ (2)10"x 5/8" 0 A.B. 10` INTO FOUNDATION WALL. EMBED 7" -- ---° 5" < O (2)10"x 5/8" 0 A.B. 3 1/2"x 3 1/2` x 1/4" TS ' Q N EMBED 7" - - x 5/8' 0 A.B. 1/4- E-70 \ j e EMBED 7" .......... / AS NECESSARY C "pNTgy 1/4" 5"x 10"z 3/8` TO MATCH REQUIRED _ '' E-70 4 5"x 10"x 3/8" ,}4 BARS O 10" O.C. BASE PLATE DECK ELEVATION t/a" '* BASE PLATE EXISTING FLOOR ELEV. / GREGORY T. e /4 BARS O 10" O.C. - DRILL& EPDXY 7" - NEW CONCRETE CAP 5"x 10"x 3/8" BENJAMIN DRILL & EPDXY 7* INTO FLOOR ELEV. INTO FOUNDATION WALL. " -- BASE PLATE 1151OPE% 3 INTO FOUNDATION WALL. •. " EXISTING FLOOR i T 10` 16" LONG #4 BARS O - � F4EdIgTE � � I 10" 3 36" O.C. DRILL & EPDXY ) SS ONAL 10" INTO FOUNDATION WALL ' 3" (3)N4 BARS \ - 10" • O 2" SIDE COVER - 3" (3)/4 BARS 2, DESIGNED GTB 2" SIDE COVER (3)a4 BARS DRAWN MLB 2" SIDE COVER 0 SECTION DETAIL /4 BARS O 10" O.C.J - 1'-6.,_y CHECKED GRILL &EPDXY 7" DATE 06/22/O1 N SECTION DETAIL S5 SCALE: 1"= 1'-0" INTO FOUNDATION WALL. M SECTION DETAIL SS SCALE: 1"= 1'-0" S4,S6 SCALE: 1"= r'—O" P SHEET SECTION DETAIL DWG S D.dw4 S5 SCALE: 1"= 1'-0" S8 VULCRAFT WELD STEEL DECK TO BEAMS 5-3VL118 7�17 BUILDING FACE USING 3/4" PUDDLE WELDS. FLOOR DECK N (3 PER 36" SHEET) (TYP) [WELD STEEL DECK TO BEAMS o 01. o ¢USING 3/4" PUDDLE BEAM N Q (3 PER 36" SHEET) o e , 5' VULCRAFT 5"-3VLI18 W5x15STEEL BEAM O FLOOR DECK(TYP) ECK VULCRAFT 3 (TYP) 5"-3VLI18 FLOOR DECK o E-70 (TYP) VULCRAFT v 3 1/2"x 3 1/2" x 1/4" TS 1/4" 3" (2)HILTI X-DNI72 O 5"^•3VLI18 ) 4'x 4"x 3/8" STEEL PLATE _ 12" O.C. LOCATED HILTI X-DNI72 O FLOOR DECK co 00 5" IN EACH RIB. 6" O.C. LOCATED (TYP) W I` T} IN EACH RIB. 1 `Ln 0) 1/4' E-70 I h / " -------_ 5" V ��Nrnc E-70 • 5" O 0 N, 1/4' 3" r c r e E-70 \�i co In aa,ov /4" (2)10`x 5/8" m A.B. 6"x 6"x 3/8' STEEL PLATE (n EMBED 7" AS NECESSARY Q v) w o e a W8x31 STEEL BEAM •• TO MATCH REQUIRED m � OQyo 5"x to"x 3/B" E-7o DECK ELEVATION r`m (344 BARS BASE PLATE 1/4` ° NEW CONCRETE CAP C EACH WAY EXS171NG CONCRETE WALL C3 2. 4 1/2"x 4 1/Y x 1/4` TS ,-�) Z W2. • 16` LONG N4 BARS O EXSITING ROCK/ 10" (2)10"x 5/8' 0 A.B. a 36" O.C. DRILL & EPDXY MORTAR WALL ° EMBED 7" 10" INTO FOUNDATION WALL. W 2" SIDE COVER .�\ �i�1 .�� ° ui 1/4• E-70 Z 2'-0" C SQUARE 6"x 1z`x 3/B• S SECTION DETAIL ° ad O(O c' N4 BARS O 10" O.C. BASE PLATE T SECTION DETAIL Z U D_OIrn DRILL & EPDXY 7" S2,S5 SCALE: 1"= 1'-0" S3,S4 SCALE: 1^= 1"-O" W INTO FOUNDATION WALL. S6 co Q SECTION DETAIL - 10" J a��Y°, .12 �. SP SCALE: 1' 1'-0" Y 1 L (3)N4 BARS !9Mcyl J la0 O�2" SIDE COVER C4=a r w R SECTION DETAIL S2 SCALE: 1"= 1'-O" a VULCRAFT VULCRAFT VULCRAFT 5"-3VLI18 _ 5"-3VU18 FLOOR DECK FLOOR DECK FLOOR DECK (TYP) WELD STEEL DECK TO BEAMS ~ (TYP) WELD STEEL DECK TO BEAMS (TYP) WELD STEEL DECK TO BEAMS USING 3/4" PUDDLE WELDS. W USING 3/4" PUDDLE WELDS. HILT] X-DNI72 O- - (3 PER 36" SHEET) 3USING 3/4" PUDDLE WELDS. (3 PER 36" SHEET) 6" O.C. LOCATED 0: HILTI X-DNI72 O- (3 PER 36` SHEET) 0_ C5x9 IN EACH RIB. 12" O.C, LOCATED _ W IN EACH RIB. _A � ' 5 5" U 5" N \ \� W6x15 STEEL BEAM W6x15 STEEL BEAM° AS NECESSARY \ WSx21 STEEL BEAMui AS NECESSARY- / TO MATCH REQUIRED J TO MATCH REQUIRED DECK ELEVATION a DECK ELEVATION E-70 HILTI X-DNI72 O 1/4- 3- E-70 - 1/4• y E-70 < 1/4' 3" 6" O.C. LOCATED G IN EACH RIB. 5"x 5"x 3/8" STEEL PLATE 5"x 5•x 3/8" STEEL PLATE W 5•x 5"x 3/8" STEEL PLATE NEW CONCRETE CAP O O NEW CONCRETE CAP 1/4" E-70 1/4" E-70 1/4` E-70 U Z 3 1/2"x 3 1/2" x 1/4" TS 16" LONG N4 BARS O 3 1/2"x 3 1/2' x 1/4' TS � o3 16" LONG N4 BARS O 3 1/2`x 3 1/2" x 1/4" TS 36" O.C. DRILL & EPDXY Z m 36" O.C. DRILL & EPDXY (2)10•x 5/8" 0 A.B. 10" INTO FOUNDATION WALL. (2)10"x 5/8` • A.B. J 1p 10" INTO FOUNDATION WALL. " EMBED 7" EMBED 7• 0 0 10"x 5/8" 0 A.B. ° E-70 11/4" 1 EMBED 7" E-70 > inTn 1/4" E-70 5"x 10"x 3/8' /4, BASE PLATE C>- 5•x 10"x 3/8" �pNTgNq' 5"x 10"x 3/8" BASE PLATE BASE PLATE (3)N4 BARS N4 BARS O 10. O.C. EXISTING FLOOR ELEV. N4 BARS O 10" O.C. ° OXY j`* #•F DRILL & EPDXY 7" ' EXISTING FLOOR ELEV. EACH WAY EXISTING FLOOR ELEV. DRILL FOUNDATION WALL. �__ GREGORY T. ENJAMIN INTO FOUNDATION WAIL. • - •1, 10. A 81510PE W F 10" 10' 3- `...r C,s Ea�o 24'f 1 ss •°. ��VA�j "3' (3)/4 BARS 2" SIDE COVER ° \: A%� , /1 4- �' (3)N4 BARS ''* �ONAI E ( 2" SIDE COVER 2" SIDE COVER I` — 2' 2'_6" DESIGNED GTB SQUARE DRAWN MLEI CHECKED BDS W SECTION DETAIL DATE Qs/22/o1 U SECTION DETAIL V SECTION DETAIL S4 SCALE: 1"= 1'-0" S5 SCALE: 1*- 1'-0" S5 SCALE: 1"= 1'-0" ptyp;S 1 .dwa SHHEETEET S9 V � z0 o a 1 N W � O O O W �� 2 y N W W N N !^ co)s ` J OYag� xa3 ,1 �� ♦I ��. iny� O i3���� P �J O(cx W 8 � Ci C Z� Um Zn 0!¢ K¢ 2a a tt �'ri i lz iY i , O, f70�♦ W O T— z�W o� z p Y oZ`g zrc '<8� oYwz I C �. za=o� ww za$g� N 8�♦ J 8'e z�$� ` ao zaw0 (7 O Noy Y a awo w� aN ao, n°"� ` ano C o Z W BAXTER BUI IN( CC CD U) C FE 131 LJ = Cv _ > >co m _ m � C �r 0 r, ZU ad ) �n = A C N WOOD 'HED BISTRO SCHNEE'S m W r�°m� [ENE J � oorp E ` I 1 Q 00 Nc N o:t ------ �-- to Oc oa o 6' i _ - - - - - w D 11 C32 TYP) T MAIN i 4 — \ ❑ z r---- --- -t-r----- es r-1---)r +---i----- ----------- ". ------- / I I I V) � I F i ai I w a ' ► o _ — E— — _- � - - - - - -E-� xa G C CHALEI co SPORTS CHARLIES w W D WIN WNER MA L STRAIGHTAWAY IMPERIAL ,10TORS INN Z W O O io;oz It Oma V (L 3 O om> s„ v� o""�v i em N 1Am x doZ1 z`lxoe Awg $oxo g8 si m�z� z O m ` ' xo 8 �� i sz 'APE n Aoo � ? 0 zSpoo h' �'tl ;2 i� sio pz c p Z Z Z a pz n p aA pz A pz z ,m (9 O oC !f (A c NF f o $m m & N^ A p, m A A m m o u �rro-1 x = m DESIGNED DRS DRAWN DRS CHECKED Rn" DATE 6/28/01 GRAPHIC SCALE o to 20 40 L)WG.,SIN 1us-b.dw0 SHEET ( 1N FEET) SN 1 m Z 0 O �C-) u J\� ppA, � o W w W 0 0 O Y �<` W o Q ��m 00. yV�1 W Wy W p W� y3j C W� D!o K 2 tt Z. rc Z. co U U O L.J Z Z�W Z_i K� 3a 2<a C� _� ZOW �L a4 Z�w� iY g x gBJI OY a z `8� oxwZ 0 -A u s d' U t t aWo� ag I .obi zQ8�i 8oai �o zawo 1 °� C ax a..o N HATHHORN BL G. 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' Q u� Derr 0ONo.c 0 nN a`° �G� I co a _ r(� Il - p 1I Al N I T C ❑ -- - ------------- L--11- -I-----' ------�----�-- --1II - ----- -'----I--'- I z I I a a as I E - - - � -_-C W a I � t IIIC VA k I1 IJ -I If '' cr li RYj TONSORIAL H�1 Ohl,,•,LDAVIS1-,'F _T- W - u P1 f APIP DAVI ARGO'S C YSSE'i Il N1 O PAP[OR M I�:::<� � FJRN,TI., I � z w U I N �ma do N a^'n ��iQ m �o N oN� �xv T z 0 �mAZ 1¢'8 gNZ n 1 a.. �z �p�z x1u d rO poczio ♦APEp �gczi� O �m ♦�Y` ip �ggczio mocio ci ■ 0 O z z Z F- J0 .Z -Z � n ,Z n A o m I J Z J In (� A m HrOD N 4Tgr o-oz o�z o�z � on�z 4a r i Io 7° Irp A Ig;z I$=�o Az ' A A`* y 0 m I T t I 2 m 2 m m A A m m DESIGNED DRS DRAWN DRS CHECKED JGM GRAPHIC SCALE DATE 6/28/01 0 10 20 40 DWG:SIN 2os-D.Owo ( IN FEET) SHEET SN 2 Zo o ; W � K � � K Z w !� S `�J p r r '` w N JIv o cr w =aa _ 88 or N of agol ��JP yr is © W¢ Z¢ w^ (A J VI m 3 1 K p-- w n ♦^ co O a o ♦z zrw z< 0 33. z< rc= 1�' '� z�w Q N �� c u°a° zQ$8t < 88a1 z�88 < 881 �o�) zzw,x ano♦ z 8it aHni <g • "'a _ �❑ awo t C_ V L, I Zw I ROSSROADS :3 n cc c� I W c O HRIDGER LANTASIA MAIN ST. 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A) IN I 0J ( IN FCCT) ! 2Al DESIGNED DRS —J �C DRAWN DRS �J CHECKED JGM Q' DATE 6/28/01 DWG:SN 5as-b.dwo SHEET SIN 5 Y 0 PLANS FOR CONSTRUCTION OF: .DHT.:` ; DOWNTOWN BOZEMAN STREETSCAPE PROJECT wW S.I.D. 669 and FIRE LINES ;•2-17-o3 GRAND TO ROUSE ON MAIN J�A!� o�' o SHEET INDEX TITLE SHEET T 1 ���' Q rC, OVERALL SITE PLAN SP 1 - SP 5 p TYPICAL SECTIONS & DETAILS _C 1, C 2 Q VAULT DETAILS S 1 - S 9 a 0 SIGNING SN 1 - SN 5 (D zw ELECTRICAL PLANS _ E 1 - E7 w c LANDSCAPE PLANS L 1 LEGEND Z EXISTING FEATURES: Z U LV OF--- J`�iro X X BIKE RACK EMOVED PER D.B.A. SIGN POST (REMOVE) J V) O!Q O "COBRA" LIGHT (TO BE REMOVED) STREET LIGHT Q E°o a tn N c c. DROP INLET co STREET SIGNAL In O t o t co ^D]a� O CONCRETE PLANTER (REMOVE) — —TELE— —TELEPHONE LINE —E— —ELECTRICAL LINE IN CONDUIT TRASH CAN P FIRE HOSE BIB '� TREE FIRE HYDRANT $ WATER SERVICE —8"G— -8" GAS LINE xi WATER VALVE BOX 0 HOSE BIB — 6"W —6" WATER MAIN G METAL COAL CHUTE LID -- 8"S --8" SANITARY SEWER MAIN METER POLE (REMOVE) -- 6"S --6" SANITARY SEWER MAIN WU /.,NEW SIDEWALK (DO NOT DISTURB) -- -—-SEWER SERVICE ABBREVIATIONS PROJECT LOCATION —K—WATER SERVICE 0 NOT TO SCALE Foar------FIBER OPTIC a TELE_____TELEPHONE U NEW FEATURES: TYP_------TYPICAL w iN ^,R4Ml L11_Lll_1.i11.1..IJ _1� 1 CURB & CUTTER EX________EXISTING lid CONDUIT & WIRE Q t- - - - j SIGN W W. MDNHALL V Q E. MENDENHALL T r m (� a TREE/GRATE/GUARD O FIRE SERVICE LINE _ LT OF� co QD SIDEWALK/BOULEVARD 3 0 � W. MAIN S MAI H c vi T ��T + STREET LIGHT ,,. ..... �iNl I I p ..... q''THIS PROJE I 7m i Q o * JEFFREY G. �* 1- ;'�I Q v I OA ui PE E. BABCOCK S'r U Y BABCOCK ST., o A W Q _ F �Q 4EL FSONAI "VONALm� IVERIFY SCALEFOR REDUCED PRINTSDESIGNEDvi W. OLIVE ST. ® nInVES T. D 1" DRA99 WN DRS CHECKED JGM DATE —�12$l41 THIS LINE IS ONE INCH LONG IN THE ORIGINAL DRAWING DWG r T Ias-b.dwa SHEET T1 V) zo oa V) uiu W N K O �C;o 0 Q� Q� W J 0o ap N O DF-NmC Q u . REPLACE LAY DOWN CURB & NEw CONCRETE, DO REMOVE & RESET GUTTER WITH STANDARD t 2 NOT DISTURB EXISTING BRICK PAVERS C O CURB h GUTTER t S 1 1 3 '!;p RADIANT HEATED C SIDEWALK BAXTER BUI-LI' Z W I a W Co CO i S O z � c: 00 Z0 ad`L� JJ i i d N r Lr)ma`�' n 11 I 11 e � I I C t 6"W D MAIM I F z I 1 1 /l I t II — f A / 1 Z TYP) / 1,2 TYP) / I I O U L I co w - - �- - —E- - — � _ - - - — — — - - -E� � 0 - — - E ------- _ 3 a --- = / _E O d Q 0 CHALET 0 y A A A SPORTS CHARLVS W go DOWNTOWNER w STRAIGHTAWA MALL K MOTORS I'.11 A P A: Z NIA Q k d N : £ H m s co Z 1 Z co ci rO o v5 i I TREE SPECIES I DES cNED JGM DRAWN DRS lO BLACK ASH CHECKED BUS O2GREEN ASH GRAPHIC SCALE oa E 6/28/01 OHONEY LOCUST 0 10 20 40 r'-.SP tas-b.dw0 a nc.) SHEET SP 1 z Zo oa � N W L A-, � o \� O! W 0J �L a o(o ,P Q tn rn m� U a� 'm� SALVAGE OLD COAL CHUTDS B FRAMES & RESET IN E LINEW Q o$,^� SIDEWALK Q ` N c-ro c 3 1 RESET U.S.P.S. MAILBOX p� 0 S 4 IN APPROXIMATE LOCATION /lF HATHHORN BLDG. �Z_/W 7 � � F R W C CANNER BURGER $ LLJrr C POOR CACTUS z E__Ehl S1"LVESTER'S F HERG AW FIRM �°� BOB'S RIChARD' RECORDS UN VEFISAL Z co `n BEAN NEWS ATHIs_1(S HE I I f Nti _ (� 0 06 0) ,r37r li Z U N L�qh 00 I Ij I 1 1 I / co) nmaLL� "W �f ,M A N,' - -I------ aL--11--c-- s"� - - --- II z- $"S — OI I V I 1 2 TYP) I I 1 1 2 TYP) II II i I } r Z a C 1 E- - � — — - - - �E— T- - — I O N THE vSi0h4S A.0',-.; IMF r,0"N RY TONSORIA HAPARRAL n I — W " MONTANA DAMS T,.RRES RIALTO 1J�IIO�V Rr'�� WE,.T BAR. �. Wr1.l iQ0 PARLOR VARGO'S ODYSSEY I MOTOR FURNITURE HEL SUPPLY co I Z Q - NCL I 5 w ` ` I W N 3 I Z I 3 1 14 13 1 J 0)Z Z ro O o 0 IDESIGNED JGM TREE SPECIES DRAWN 'HEC ED D�— GRAPHIC SCALE DATE 6/28/02 <>Hd ACK ASH 0 10 20 40 O DWG:GREEN ASH SP 2os—D.dwo ( IN FEET) SHEET HONEY LOCUST O SP 2 m Z o O u N ¢ 7 NNy R' O 0 � � z Q� JPQ- co 00 a� N 1� NEW 1" W.S. TO © OOF DRAIN PLUGGED VAULT ABANDONED & (n e r CROSSROADS 2.6' WEST OF � o�o CAPPED & REMOVED WEST W.S.. WEST W.S. FILLED W/ LEAN CONCRETE 0 a ABANDONED VAULT- EX IN, ANGLER REROUTED TO BOZEMAN Q N.o ai o I 1 FILLED 4/8/02 3 od C o J S a 4 n I CD m _ Z W 7 CROSSROADS tp(n W Y O II BRIDGER FANTASIA MAIN I ST. OV ERERAS'' '.I`d+R THIMBLI HARTMAN— BOZLMAN LESLIE'S POWD RHORN W - 7 u INTERIOR Z C �O I (Y , G 'SBEA MENSWEAR > ''a• 01 I DESIGN Z z- Z V a8 c o 0 I -- — J ll } -----I-r--- _� _ 1 [ _ - _- � a N CB; ` U) o�.o NO BASEMENT, FSL `1 A Aln I l g�( I F NOT INSTALLED �11 TRENCH 5-FSL'S IN SAME 111 III\/I H I\I `� I M D � a —I---------- ---L—_ vvv VVV I -----m — �i - ---I---'-- -I- 6"S -----T-T-r" ;--i11---------11--7-------J6"S �--�Xr--Ir� {------ 1I I II **x �` z I TYP) TYP) 2 TYP) ) L 1 _ U ir 0. LU U r trro MILLER'S H ;Z MAN WEEZIE JEWELRY AM RA WEAR - UJ SIGN—A—RAM4 �pp IR H N a m z Z € v c fL w MASONIC MPI W O uPsrties) NEW W.S. IN SAME TRENCH 00 AS FIRE SERVICE LINE 3 3 2 (TYP OF 10) 11 Z m COAL CHUTES ABANDONED j 03 AND FILLED WITH LEAN O a CONCRETE I0 DESIGNED JGM DRAWN DRS TREE SPECIES CHECKED BDS GRAPHIC SCALE DATE 6/28/0l OBLACK ASH 0 10 20 40 DWG:SP 3as-b.0wo O2 GREEN ASH ( IN FEET) SHEET 3O HONEY LOCUST � SP 3 Zo O i N rc > N w � a W I w: rn PATCH SIDEWALK AREA COAL CHUTE ABANDONED AND ABOVE FIRE uNE VAULT FILLED IN REMOVED FILLED WITH LEAN CONCRE my O NEW CONCRETE, DO BY OTHERS C g NOT DISTURB EX N, COAL CHUTE I _ Di 2 (� C m v ' i s D - o W•�C, z z A 0 o A ,1, u m p = rn M vl G� o y y 4 W_ �» O(n r —m r*i Ci r rtA Z z c) T'z D O CRY ?A A FINE CI MAIN m r ARMY �On D vi v z Z Z y N N o LINE GALL F�Y N o Z NAVY Z `wry z D r*I D O D - Z v O H "o Ul r O Z O 'ou DNno mne'c 0oi ,°I tA L X o .. co In rn X 21 XI IX III II lico w 1 - - - II_ FEXISTING TREE & GR TE �I I I I I D I NOT INCL DED IN PR JECT I I y I A I �\ I NEW WATER I V ❑ I I -� I I I\V/�� I\Vf II I I I j I SER CE LINE I T I --�-- ------I ------I--- �- 7. I I I - - --------r--r-- ----I---�- �- I- a's -�It I All - -- --�-�- --� s"S -r---I-I- T — i i ¢ i i i 1,2 T ) i i �� z 12I1 1 TYP) I I 1 / IWc- �' — E - - - _- - - - - - � - ❑ N 0 ywy - 0 Y m g w w PLA DOWN WN a EL; �'L' 0 T WESTERN m > BANK RCHITE T ANTiG F -0 STATES cn EXISTING VAUL SIDEWALK LEFT NEW FIRE SER CE N AS-IS AND T -CAPPED DECO ATIVE ROCK, 7 FINISHED AND AW CUT DO T DISTURB d N INTERIOR WALK Z TOP-CAPPED AND - s GROOVED 3 10 9 1- m 1 3 S 5 RADIANT HEATED S 4 1 ; O p SIDEWALK 0 1 I DESIGNED JGM DRAWN DRS TREE SPECIES CHECKED BUS DATE 6/28/01 IOBLACK ASH GRAPHIC SCALE . o to 20 40 DWG:SP 4as-b.dwa 2O GREEN ASH t SHEET OHONEY LOCUST ( IN FEET I S P 4 ? o o ; W � o 0 0 ° �P Q O 1� 1 PATCH SIDEWALK AREA ABOVE FIRE LINE COAL CHUTE ABANDONED AND I VAULT FILLED IN REMOVED FILLED WITH LEAN CONCRE O NEW CONCRETE, DO BY OTHERS C 5 NOT DISTURB 1 EX DI N' 2 COAL CHUTE m S 3 Z W it _ :3 W - z 71D a� = W j C>ap pcn m i' 0o m 1-? - _ L m0 O { �i — 0 �Z D'- Ri-. A F,.NE � I Z C �on r"� - 1n O0 — - �. - ,... v .., I r la;.,1 c� 'LINE od In x cn y O -i Z D - W U p�vNim o � I � �msc 1 ooho i 1 tl �e a.oa dam 0 - _ X 21 _ - It1 I W m N w i x X EXISTING TREE & GR TE I 1 I a w � I a D NOT INCLUDED IN PR JECT III nQ I II \�� SER CENEW TER LINE 11 I �I ----�/J f -` 11--- I --- I J - 1 m�-W---------r--r-------I---r -r--I- a's -�It - I ————— I r-- �----�- -- a"s >----�---- 1 I I 1 TYP) I 1,2 �) I I 1 I I a I A 1 L A r W -E — — — — — — — __ — — — — — — — NO cc L — I —T� -- y 1 - D QUQ w y. CC J W i tdT 5 fJ EE H_A 1,1 i- m WESTERN I m T=' F� �i m m STATES I co EXISTING VAULT SIDEWALK LEFT n m j AS-IS AND TO -CAPPED DECO ATIVE ROCK, - m DO N T DISTURB 1n d W FINISHED AND AW CUT I W p INTERIOR WALK I CD co Z TOP-CAPPED AND 3 GROOVED ' 3 10 9 Z w 1 3 S 5 RADIANT HEATED S 4 1 F'I J j � p Zi SIDEWALK to I !CHECKEo_BI)3_ SIGNED JGM AWN DRS TREE SPE''.;IES TE 6/28/01 lO BLACK ASH GRAPHIC SCALE 0 10 20 /0 DWG.SP 4os—b.dwa O2 GREEN ASH SHEET OHONEY LOCUST 1 IN nCT I SP 4 m Z00 O L 0 & > I W Ofo 0J `ti d �. _ JI— w 00 ,P Q z o m 'n r- mr U 1rIs. 0 rah. i Q N aaP RADIANT HEATED ABANDONED AND FILLE off O SIDEWALK 15 REPLACE LAYDOWN CURB & C COAL CHUTES GUTTER WITH STANDARD WITH LEAN CONCRETE 0 CURB & GUTTER 6 7 U� co d 3 1 S TILE DESIGN SIDEWA M TE 2 Z W cn RAILS � WINDOW WELL C VERED W C u - 'D WITH VULCRAF Z j L ro o ,' T 0 D C 0 > r t P', m? ''RR 0 rn UI`ll I•,• V C n— U L` Anr o > U I�,NAES C T `RTCRA T PRINTER- CAP AN D m_ ZU prno mrn A N I - COLATE Z z L-ZJ: (n GARAGE kA DOOR , �( E� XI O ��- - - _ 11 - - - - - - - -� - � I s T _ j —L.—/ rl / — L1// TI ---�---—TiI -- t — --T--I_Afr�y `•r'syD.' - - E / I S S A l'1� IH� yr----— ———— Ir1I I 08`SIL -I——— — 8t _ L------I D r 1,2 rw) , TYP)y ) 12 �mI Ici)I II 0 Icc W 41 O x o-��, l c � fX MAIL. WU a �Lhrrl I I I N PLANTER A O LLI W T f�Tl �'.1 - m F_ PLANTER <V m NL' CARTER'S k, BARREL ➢ .� LAGLE-: LCDCE L co m m H00T SHOP MOUNTAINEERING ➢ " T < F RST SECURITY BANK vi jL W BLVD. REPLACED DUE W p TO FROST HEAVE - m Z ETE, DO TREE TOBE REMOVED BY Q) URB THE CITY OF BOZEMANREPLACE LAYDOWN CURB & Z 0) 2 GUTTER WITH STANDARD WCURB & GUTTER O ISTURBED, VAULT UNDER ENTRY WAY.CED IN MAIN ST. OUTSIDE LIMITS OF SIDEWALK PROJECT. ABANDONED AND FILLED WITH LEAN CONCRETE I PDRAWNDRS TREE SPECIES GRAPHIC SCALE CHECKED BIDS DATE 1O BLACK ASH 0 to z0 Ao DWC:SP 5ds-b.dwa 2O GREEN ASH (IN pggT t 3O SHEET HONEY LOCUST SP 5