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HomeMy WebLinkAbout830-167TCH BA SIN EXIST, SURFACE BETE PIPE STA 0 +00 : RIM 7959.03 7960 .......... I .......:... .. ............................... - „ Xlst _ As of � .- ..: ( s G 7 ,•.... � .... ...... 954...... .. ... , 7 5 9 .. a 57 rr l� ... t _ / a , /.... ............... S _... ' .., .. :- ..... ........ - 'iP. .� 4.. , ( % ...,. ., , .. Ar .. ,. . r.. .. .... L 7.04 z - : 0 . , : e,, , �, . • > •, ., 1 +75 STA. - .. - - X235.,,.,, �••::::....STA1... ST STA: .....STET: /N .. �_ _ BEGIN NEW CURB &GUTTER - - - - - - °- .� �0 STA. C _ ., _ y .:. ,. - LINLETrS &G) PAN CONSTRUCT /ON. ....< - � O..t75...... .. .. ..... . . . ..... ................................. +37.50 _ m - - -- - _ - \ 1 +00 1 +2146 \ \ EMOVE EXIST, C &O PAN NORTH OF - - - - - - NOR THEDGE MATCH NEWC&G BEGIN TRANSITIONING .....: - - - - - - - - - - - - - =---- - - - - -- - - - - -- - - - -- BE G -- 4.�•�g4:: ,. To EXIST CURB AND 1NL£r FLOWL /NE FROM GIN TRANSIT /ONIN _ \ / `. . NEW.. GUTTER PAN FLOWL /NE FROM % sra o +oo, FL 7s58o3t APPROX. CONVEYING TYPE TO NEW GUTTER PAN \ \\•= COLLECTING TYPE TO N 13285.3_6 CROSS- SL'OPE.. p OP.' CROSS -SLOPE ® 09 HP 7.54 EX /ST. CONVEYING TYPE AT �.% E 14547.67 1 - -- „ STA: 0 +57.36; FL 7958.46 7956 .. LA OF GIBSON COLLECTING TYPE AT -�� ¢ ��. i ., foot STa• 1 +7293; FL 7958.08 PEDEST O.Offt /ft (1/8 per foot), sTA, o +7s. S SAWCUT AVE, O.Olft /ft (118 per t - - RAMP N 13264.50 ^ TA: 1 +00: (/ p Set C Raba-& E 14542.02 S ^ : STA: 0 +40.69; FL 7958.33 - _�- - ! 01S 15622 LINE o/s fs.'L TA: 1 +73.9 FL 7 958.09 _ J ....\ • I S DR 1C Ocp 58.43 SAW UT 11 : II 582 _ 03 0(58.17 _ - - - - - - Flast " \ - _ �-- - - LINE - { � :STA: 0 +50,' _ STA. 1 +21.46. .... ..... -IN _ O y p o/s B.Ba2 O/S 12.392 SAWCUT SM 1 +37.50• 5 , � " ' ... ., ..: � : -. .: .,• .. , . •' ., ,.. nr • O � B�"G!N` CU`RB''GUT L /NE �. .- �, ,,. � o/s 8.1si. ``� 8.. ' 37A: 1 +94,61 a � IX 58.02 I �EE'b HE`` . C2 "$ ET Er s . 9 I � r: 1 +9491- E _ sA -_ I o s 56sz i -ta .7 , r � a ' ,r " , - - a- IX 58.24 ; O S 2.85'L -. , , , _ , .ASP :HA , .. , ,• .'• " - ..... i.._, 0(56 .10 ... . , ,> ... ., ._ � , , • :'. ,' ,- , - "' 2 +01.92 GRADE BREAK � � .. : ,. :: .' � ° a � 'Oat - S _ - _,- ,. ., ., r.,. ". ., '.:. .p a .'max ... r , 7y{t , .. .,. :' ._ _. � fL , .. . .... . . ... . :: °. ..' .:� .. �e +.,PR "�-,- � STA: 2 +10.98 ,.. ., . / /t .,. , : .: r ... :. '.' '1 .✓ i.7. • <z:,.. m �� �.:ai iT °" .� ,•-- - TBC 58.91 fr r: 8.571 .., .. .. ., .>:. ° .6. F9 F .£.:," Y. .. .. ^3 ( ,Y. lYr.. .:. , ....:, .�. EDGE OF NEW .G e <Rr � .. .. ., e >.,, .. a. 7... ..>z.£ ..... +,.x ->..,. �1 .. ..fL _ ........� b= ,, [us..... .., ..,.. S 's b V.r .:. ,... e w,,,n.,. .^ ..,,<.. ( ,wzYp. : Nr(c.. z' ✓,..!.r..... ., ... ...> , . �. SAWCUT ��8 e, .�.s:�c: 3.r. -: e.vt�F ,...: K � ,.`h. .. 0. =%5.l'� i3�� "? r�M: =:. , i�`.�>.33�.`- '";.. I . r'� .� ° 1.4 '.�.^e'> O 58.- m h l y Z, ° e . Y.." .?.n,A. L "ki.J"•,nr.;�! ..wyt�:u�„ A ° N e k ° o , e s LINE cn a ° g y , .. GR v o . < TO e >ILfC .' ,.,,.,., ,,.. y ° :. °: °. e.. 19 ,e ,° °' °'• e ^ - y1T - UE - P �'e , $8.2 PE7F. �GK O S,SID ;d.` K 4. - a - ' ° e UE UE�t O ,g CURB S7a• 2 +12.99 STA: 0+84.85 a . A ° , 4.5 O' N S UE' . ° 3 - .e 7. ° 6 8.6X n /, \ z TBC 58691 ° °; IJE aw MATCH NEW CONCRETE ` as7 mss BACK OF SIDEWALK sa. , +7739 v ss.o1 eS sra 2 +2o.2s ... ........g96p•......... Iy,i �" R 58.81 - - - - - - - - END CURB CUT, M.08 .os 9.84. e IBC 5e94 SIDEWALK TO EX /ST. LP ve p FULL CONVEYING E ..... A 1 +37. E BREAK sr$2 +22.x2 l / GRADE BREAK VP/ °- e sr So. NEW C &G STA: 1 +94.61: " o rec Ss 9s / / BACK OF NEW GRAD �,• : o FL 56.86 i 3T 0+61 4 SIDEWALK 16' <.\ - BEG /N AD PEDESTRIAN RAMP GRAPHIC SCALE \ DRIVEWAY 58 �ss9 .'. TA: . f L y 58 BY .. 59.08 S .......... I 10 G s (G zG 40 OTHERS MATCH NEW esw 59.21 CONCTETE TO 1( ............7959 '°T esw ° s END ADAAG PEDESTR /AN RAMP / / \ EX /STING EDGE 2f gj 969 n I' I / IN FEET) �:, �\ / ''� FZ 59.10 // f/ PEDESTRIAN VAULT 1 inch = 10 ft. \ ° / 2 - STA: 2 +31.92 OF ELECTRIC R4 /SE VALVE $/ a \ • • / BOX 0.2' �' / STA: 2 +37.92. / / j� / (APPR P ,orr OX. '- • •..... (_J1 ) / / Q �� / /•/ LOCA770N) 2 " FLOWLINE LINE TABLE LINE LENGTH BEARING L 1 16.25 NO> 26'I3'E L2 7.46 NI3'JJ'J6 "W L3 57.57 N18'03 06 "W L4 38.08 N23'14 28 tV L5 8.68 N14'44 51 "W Z W Q) O W \ .. ....... ..... . . ..... \\ HIGH PO /NT ELEV = 7958.63 0 +84.85 - PROPOSED FLOWL /NE H/GH PO /NT STA = PV/ STA = 0 +84.80 PV/ ELEV = 7958.66 ....... ............................... ..............� K = 13.35 SOOT Y EDGE- FLOWLINE CURVE TABLE CURVE RADIUS LENGTH TANGENT CHORD BEARING DELTA C1 50.00 3.92 1.96 3.92 N15'48'21 "W 429 JO" C2 655.18 59.34 29.69 59.32 N20'38 47 "W 5' 11'22 " C3 20.50 3.04 1.52 3.04 S18'5940'E 8'2936" C4 25.07 42.97 28.95 37, 90 S34 21 '47 "W 98' 13'17" H OR/VEWA Sra• 1 +21.46,• £L 7958-T9 20.00' VC - /NV OUT 7954.21 _ R a / / II / 4X EL 7959.53 PR EL 7959.73 9 so.......... f REPLACE EX /STING - C &G AND CONSTRUCT - NEW SIDEWALK PER : PLAN VIEW ELVAT/ONS- : LOW PD /NT ELEV = 7958.08 VP/, GRADE BREAK AT LOW POINT STA = 1+77.36 WORTHbRlWWAYEDGE .•• AD<I, VER77C4L CURVE Nor PV/ STA = 1+80.93 NECESSW PW ELEV = 7958.05 STA: 1 +37,50,• ¢. 795827 • A.D. = 1.91 - 0.509' K = 7, 85 1.419 � o • h o+ PIPE O m 15" CONCRETE E \r INV OUT 7954.85 m ' m /NV OUT 7954.21 _ R a / / II / 4X EL 7959.53 PR EL 7959.73 9 so.......... f REPLACE EX /STING - C &G AND CONSTRUCT - NEW SIDEWALK PER : PLAN VIEW ELVAT/ONS- : LOW PD /NT ELEV = 7958.08 VP/, GRADE BREAK AT LOW POINT STA = 1+77.36 WORTHbRlWWAYEDGE .•• AD<I, VER77C4L CURVE Nor PV/ STA = 1+80.93 NECESSW PW ELEV = 7958.05 STA: 1 +37,50,• ¢. 795827 • A.D. = 1.91 - 0.509' K = 7, 85 1.419 SCALE- 1" = 10 HORZ. I" = 2 VERT. 15. 0o' vc � o m SCALE- 1" = 10 HORZ. I" = 2 VERT. 15. 0o' vc VP/, GRADE BREAK - STA• 2 +10.98,• EL 7958.57- EXIST. GRADE 2.55% EXIST GRADE VP/, GRADE BREAK : STA 1 +94.61, a 7958.25 STORMWATER FLOW DIRECT /ON NEW CONCRETE SIDEWALK : NEW CURB & GUTTER ASPHALT TO BE REMOVED & C = J REPLACED EX /STING CONCRETE SIDEWALK EX /STING ASPHALT PATH : EX /STING -� /HE UNDERGROUND ELECTRIC X SPOT ELEVATION VPI, GRADE: BREAK 58 7 iX IXISTTNG GROUND /ASPHALT STa• 2 +37.92,• EL 7959.30 q NEW FLOW LINE TBC TOP BACK CURB PR EL PROPOSED ELEVATION PR EOA PROPOSED EDGE OF ASPHALT HP H10H POINT LP LOW POINT h .................. ............................... U li : : : EXISTING CENTERL /NE ELEvA770N F/N /SHED CENIERL /NE ELE:VAT /ON -4° NR RN Naj N N N ai h� stn h� ht h ) L6 hh hL6 h h on rn o,� rn rn rn rn o,� rn rn rn 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 PRELIMINARY SCHMUESER GORDON MEYER NUM- REVISION DATE BY job No2OO4- 3Z6 -OO1 2 805 SOUTH AVENUE 8ER y TL 8 ' C1 118 W. 6th Street, Suite 200 1 Subdivision agreement comments addressed 04/25/06 TLB Drown b N GIBBON A VENUE Glenwood Springs, Colorado 81601 2 Public improvements redesigned 8 -15 -07 TLB ° g FOR ROAD EXPANSION Dote: 012 %5 (970) 945 -1004 FAX (970) 945 -5948 i CONSTRUCTION SCHMUESER I GORDON MEYER Aspen, Colorado (970) 925 -6727 ASPEN, COLORADO OC.• PE OF 2 E N G I N E E R S & SURVEYORS F - mail' P.I1ninp.P.re.q(im- in(:./`Oro File: G1B- AVE- BOEH -TOPO 0 N /END C &G REPLACEMENT IN ADDITION TO SIDEWALK / CONSTRUCT /ON / / STA: 2 +37.92,• N 13500.99,• E`14509.831 / fL 59.25 / TBC 59.76 I ............... • ': / // 1 • � o m VP/, GRADE BREAK - STA• 2 +10.98,• EL 7958.57- EXIST. GRADE 2.55% EXIST GRADE VP/, GRADE BREAK : STA 1 +94.61, a 7958.25 STORMWATER FLOW DIRECT /ON NEW CONCRETE SIDEWALK : NEW CURB & GUTTER ASPHALT TO BE REMOVED & C = J REPLACED EX /STING CONCRETE SIDEWALK EX /STING ASPHALT PATH : EX /STING -� /HE UNDERGROUND ELECTRIC X SPOT ELEVATION VPI, GRADE: BREAK 58 7 iX IXISTTNG GROUND /ASPHALT STa• 2 +37.92,• EL 7959.30 q NEW FLOW LINE TBC TOP BACK CURB PR EL PROPOSED ELEVATION PR EOA PROPOSED EDGE OF ASPHALT HP H10H POINT LP LOW POINT h .................. ............................... U li : : : EXISTING CENTERL /NE ELEvA770N F/N /SHED CENIERL /NE ELE:VAT /ON -4° NR RN Naj N N N ai h� stn h� ht h ) L6 hh hL6 h h on rn o,� rn rn rn rn o,� rn rn rn 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 PRELIMINARY SCHMUESER GORDON MEYER NUM- REVISION DATE BY job No2OO4- 3Z6 -OO1 2 805 SOUTH AVENUE 8ER y TL 8 ' C1 118 W. 6th Street, Suite 200 1 Subdivision agreement comments addressed 04/25/06 TLB Drown b N GIBBON A VENUE Glenwood Springs, Colorado 81601 2 Public improvements redesigned 8 -15 -07 TLB ° g FOR ROAD EXPANSION Dote: 012 %5 (970) 945 -1004 FAX (970) 945 -5948 i CONSTRUCTION SCHMUESER I GORDON MEYER Aspen, Colorado (970) 925 -6727 ASPEN, COLORADO OC.• PE OF 2 E N G I N E E R S & SURVEYORS F - mail' P.I1ninp.P.re.q(im- in(:./`Oro File: G1B- AVE- BOEH -TOPO 0 N /END C &G REPLACEMENT IN ADDITION TO SIDEWALK / CONSTRUCT /ON / / STA: 2 +37.92,• N 13500.99,• E`14509.831 / fL 59.25 / TBC 59.76 I ............... • ': / // 1 • ASPHALT SAw ! MATCH-NEW CL 58.65 CUT LINE CURB TO i IX EXISTING SURFACE EP 58.45 WC 58.69 Q: GRADE . 4.OX ,f PR Gf�40E �_ --- -- -""- -- 58 63 REMOVE AND . I REINSTALL' 4' STRIP . OF ASPHALT PER COA STANDARDS I La'IST. EDGE -OF- ASPHALT > . £EOA• 58.24 20 STATION 0 +00 HORIZ. SCALE: I"= 4' VERT. SCALE: 1 " = 2' SURFACE REMOVE 11.3' STRIP OF ASPHALT PER ODA STANDARDS INSTALL ' 13.6' O ASPHALTPER COA i . STANDARDS. 7960 Ci7 7960 i n NEW 5' SIDEWALK . 29 \-IX /ST. FLOW LINE EFL 58.03 IX /ST STORMWATER INLET AND LATCH BASIN IX /ST. EDGE -OF- ASPHALT ' ' EEOA 58.20 FL 58.59 CL 58.22 . . EX. GRADE PR. GRADE . . 02X t 24X t -�� - . • EP 58.55 . , NEW CONVEYING . . O . 20 STATION 0+75 HORIZ. SCALE: 1" = 4' INERT. SCALE: 1" = 2' SEE . EXIST. . CUTOUT EDGE -OF- ASPHALT THIS 1 E£OA 58.01 SHEET . CL 57.97 Ep a.01 ( . FL 58.27 -\ EX. GRADE ( EX. CRADE P ..2 E 0.5X t 3.1X _ . REMOVE 4' SIR /P OF ASPHALT PER . i . CAA STANDARD$ : I tP 58.73 . INSTALL 6.2' OF ASPHALT C04 { . STANDARDS. '. NEW CONVEYING', • C &G STATION 1+37.50 HORIZ. SCALE: I " = 4' VERT. SCALE: I"= 2' n IXIST. EDGE -OF- ASPHALT . FZD4 58.42 . EP 15824 . . CL 58.02 EK GRADE` ( P 459 E . 37Xt; . '. FL 5! REMOVE 4 'S7R /P . OF ASPHALT PER . (•. , C04 STANDARDS. NEW COLLEC77NG C&0 PRELIMINARY NOT FOR CONSTRUCTION 20 STATION 1+94.61 HORIZ. SCALE: 1 " = 4' VERT. SCALE: 1" = 2' 01061 Mo m SCHMUESER GORDON MEYER 118 W. 6th Street, Suite 200 Glenwood Springs, Colorado 81601 (970) 945 -1004 FAX (970) 945 -5948 SCHMUESER ( GORDON ( MEYER Aspen, Colorado (970) 925 -6727 E N G I N E E R S & SURVEYORS F -tT qW P.nninP.PI(7d R401 -in( nom R IXIST. EDGE- Qf - ASPHALT EEOA 58.08 5817 . fl- 58.65 --, IX GRADE" PR. GRADE O., f 2 4X t . EP 58.51 . . NEW CONVEYING O &G •. 20 STATION 1+00 HORIZ. SCALE: 1" = 4' VERT. SCALE: 1" = 2' . BY 04125106 EDGE -OF- ASPHALT 8 -15 -07 EE04 58.01 ' I L 5 ' C 7.99 £P 57.93 • a . � 27 • I PR. GRADE EX. GRADE i 39Xt . 0,5Xt -p.c . -"' REMOVE 4' STRIP I OF ASPHALT PER • ': I . I I COA STANDARDS. r I EP 58. ' . INSTALL 6.2' OF ASPHALT PER 004 ` I . STANDARDS. .NEW CONVEYING r. r•� STATION 1+50 HORIZ. SCALE: I " = 4' VERT. SCALE: 1" = 2' M /N. - ASPHALT ALONG AVENUE i ASPHALT MIN. 4' w ASPHALT PA ALONG GILTS AVE7IUE. MIN. ASPHALT DEf 2' CLASS 6 AGGREG4 X LEVELING COU EVS77NG SUBGRAD£ OR SASE COURSE 10? Of 5 805 SOUTH A VENUE ASP COLORAD 3G n G� p NEW 5' SIDEWALK 2X 6C 59.05 0 59.15 ( NEW 5' SIDEWALK �� -78C 58.71 58.81 IX /ST SEE EDGE -OF- ASPHALT • CU7'Ol/T_ EEOA 58.02 THIS SHEET fL 5839, PR. GRADE 2 3X t EP. 58.35. •, NEW CONVEYING . C&G, 20 . STATION 1+21.46 HORIZ. SCALE: 1 " = 4' VERT. SCALE: 1" = 2' EXIST. EDGE -OF- ASPHALT EED4 58.04 PR. GRADE 25Z t EP 58.05 I CL 57.80 EP U. GRADE .1. 1 . REMOVE A OF ASPH COA STA INSTALL . ASPHALT ! IX /ST. EOCE:OF-ASPHALT. £E04 58. NEw 5' SIDEWALK r 2X PR. GRADE 1.9X t - :79C 58.90 SP 58.47 fl .40 NEW COLLE077NG C &G 20 STATION 0+50 HORIZ. SCALE: 1 " = 4' VERT. SCALE: 1" = 2' CL. 5$.07. fX. GRADE i 1.OX t -� 58� REMOVE 8.2' S7RIP OF ASPHALT PER COA STANDARDS INSTALL 110.3 OF _� ASPHALT PER C04 STANDARDS. [5161 n CONVEYING C&G 4" THICK (SEE DETAIL THIS SHEET) CONCRETE \ SIDEWALK EXPANSION JOINT I 1 0 3 j$ • � IXlS71N6 _SL/RFACE DRIVEWAY 1 112" e n • r • 1 . 4" THICK CONCRETE DRI"AY DETAIL NTS IM ER REVISIO _ _ 1 Adde to Origina Sh to Origina Submittal) 2 Public improvements redesigned DATE BY 04125106 TLB 8 -15 -07 TLB �CL 56.29 FP W. EX CRADE 5834 • REMOY£ 4-' STRIP, OF ASPHALT PER caA STANDARDS. . INSTALL ¢.8' OF ASPHALT'PER STANDARDS NEW CONVEYING Cd•G 59.00 NEW 5' SIDEWALK 2 ---12 4C• 585. 7 NEW 5' SIDEWALK 58.59 58.67 58.69 20 40 STATION 1+75 HORIZ. SCALE: 1 " = 4' INERT. SCALE: I"= 2' CONCRETE FLATWORK NOTES: 1. CONCRETE CONFORMING TO CDOT CLASS D SHALL BE USED FOR ALL FLATWORK CONSTRUCTION. ALL SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4; MINIMUM THICKNESS TO BE 8' FOR ALLEY RAMP AND REINFORCED SECTIONS. 2. RASE FOR F7A7WORK SHALL BE AT LEAST 6' OF CDOT ABC CL -6 COMPACTED TO 95X OF MODIFIED PROCTOR DENSITY W1TH/N 2X OF OP77MUM M01S7URE USING ASTM D -1557 METHOD C' OR 314' CRUSHED SCREENED ROCK. SUB SASE SHALL BE SCARIFIED AND RE- COMPAC7ED. 3 COARSE BROOM FINISH SHALL BE PROVIDED PERPENDICULAR TO 77-IE DIREC770AI OF PEOES7RIAN TRAVEL ON SIDEWALK AND RAMPS AND PERPENDICULAR TO THE DIRECTION OF WATER FLOW ON CURB AND GUTTER. 4. DETEC78LE WARNING PAD SHALL BE INSTALLED AT ALL CURB RAMPS AND SHALL BE PLACED 6t--8* BEHIND BACK OF CURB. D=778LE WARNING PAD SHALL BE 2' IN LENGTH AND SHALL COVER THE WIDTH OF THE RAMP. PAD SHALL BE IN PAVER FORM WITH 7RUNCATED DOME SURFACE WITH DIMENSIONS AND LAYOUT AS SHOWN IN DETAIL. A 314' DR4IN4GE WEEP HOLE SHALL BE LOCATED AT LOWEST POINT IN DETECTIBLE WARNING PAD WELL. MATERIAL FOR DETECT /BLE WARNING PAD MUST DIFFER FROM SURROUNDING CONCRETE BOTH IN COLOR AND RESILIENCY. SEE DETAIL THIS SHEET. 5. CITY OF ASPEN ENGINEERING DEPARTMENT GUIDELINES FOR D(PANSION JOINTS ARE AS FOLLOWS. • POUR CURB AND GUTTER AND SIDEWALK MONOLITHICALLY AND TOOL A JOINT ALONG BACK OF CURB WHERE POSSIBLE (FOLLOW COOT STANDARDS REFERENCED BELOW). • IF POURED SEPAR47ELY, A SILICONE SEALANT SHALL BE USED TO BOND POURS TOGETHER. • EXPANSION JOINTS TO FOLLOW GUIDELINES /N COLORADO DEPARTMENT OF 7RWSPORTATTON STANDARD PLANS" Mf•S STANDARDS, JULY 2006. CONCRETE PAVING JOINTS - STANDARD PLAN No M- 412 -1; CURB, GUTTERS" AND SIDEWALKS, STANDARD PLAN No. M- 609 -1; AND SHALL BE INSTALLED WHEN ABU77ING EXIS77NG CONCRETE OR A FIXED S7RUC7URE. GIBSON A VENUE ROAD EXPANSION SECTIONS Job No2004- 326 -001 Drown by.' TL Date: 0112 0105 QC.' PE.• N /e: G / B- AVE- BOER -TOPO OF C2 2 NEW 5' SIDEWALK . 2X 8C 59.09 NEW 5' SIDEWA . -TSC 58.45 NEW 5' SIDEWALK 58.75 59.19 EXISRNG SURFACE 49 . G 58.45 - EX. RADE- - 0. 6X -h .l ,REMOVE, 4' STRIP, OF ASPHALT PER CO4 S)ANDARDS. I INSTALL 7.75' OF ASPFULT'PER'COA' ' STAMLWDS. FP - IX /ST. EDG£-OF- ASPHALT EEOA 5842 ' NEW 5' SIDEWALK 18.36 2X I 78C 58.72 NEW COLLECHNG C&G 20 STATION 0 +25 HORIZ. SCALE: 1 " = 4' VERT. SCALE: 1 " = 2' �-- REMOVE 11.8' STRIP ---�- OF ASPHALT PER COA STANDARDS INSTALL 14' OF ASPHALT PER COA STANDARDS 5655 58.85 ur unx cwrrx i 8 N i U