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HomeMy WebLinkAboutB14-0390 approved plans.pdf .$l y -O3707 STRUCTURAL GEPRERAL MIS 17 18 ©, 19 V 20 DESICEI CRITERIA�� 27'-0" ® 27•_0" 27'-0' ® DESIGILETMEMBLIS BINDING EDGE.2009 EDITION. ...1.2,./IT;��N`A0._ ,` / / / / 2.3. AO318-11. .WISIRUCOCODE ON MAN AL,REQUIREMENTS MRC STRUCTURAL 10 CONCRETE • •(E)ChC (E)CATCH BASIN 46 ,, ).y= I 4. ASCE 7-10,SHSIUM DESIGN LOADS FOR BULIMICS ND OTHER STRUCTURES e6 " {{ (E)CURB c l I - }&GUTTER DESWILLIMORK 1. DEAD LOADS. ....."4.2...',D!4,�! M H• COVER; 2. 13"TOPPI141 7575 _0700 ., 4111 10M32 PM WILL PUBLIC WORKS DEPT SNOW LOADER:38 NIP P" •.- (30.4 KIP ALE LOAD) DRAIN INVERT u ' \----(E)SIDEWALK ��' �••��95'-0` MATERIAL GRADES N} E m i� PIPE TO ENTER(E) /11 T-IN-PI, _WNdWTc Cr $;.{ __ C.J_.ST1T�-- _ __________ CATCH BASIN AT NEW L 1. CONCRETE SHALL E NORMAL WEKiTT CONCRETE ROTH TYPE I/1 MDR COiORIDq TO ASW OTTO AND ADORE AIS A.Z W t I HOLE.GROUT OUTSIDE OF COIEDRMWD TO AST/033. CONCRETE SHALL E MEED,PROPORTRO .CONVEYED,AND PLACED IN ACCORDANCE Cr �'� REMOVE A REPLACE 1)- I I STONE WALL C. PIC ptQI. 4"6 PVC(SOUD) PIPE TO INSIDE OF HOLE. WI1HN NO ILIO SECTION 7109. lot DESIGNS SHALL CONFORM TO VIRE SFDLLOWID REQUIRE/GM I.J� W �$ A T DAY IMAM/ YEN CEA() ( Q c I I I I /'' S7RE11GTH we RATIO PER CE(n L J ATLASHADREPLACEED AREA ' LP...,./ COORDINATE WITH AND OBTAIN APPROVAL OF ENCASEMENTI5,000 0.40 675 3-5 0 L 9g o I I UNDERDRAN 'i.�, ��TOWN OF VAIL FOR SPECIFIC LOCATION FOR EXTERIOR yb O > W$n __ 4"0 PVC PIPE ( SYSTEM SVOA"� TRENCHING IN(E)LANDSCAPED ARE0. PING 4,600 0.48 ace 3-5 6-7 N U U '',0"° (PERFORATED) CLAMP/SOLVENT-WELD I" 2. REINFORCING BARS SHALL E A5T1A 9615-GRADE 60.UNLESS NOTED OTHERWISE Cr•05 �£8- PVC MEMBRANE TO �r DRAIN INVERT NON-PERF PIPE 3. REWFOFMANG RATS TIMI ARE TO E FIELD BEM OR WELLED 151 A E ASW A706-GRADE 60. N 1,1 98'-O" 4. EPDXY COATING ON REINFORCING BARS SHALL CONFORM TO ASW A775. F3 I� r.o.c. ® SLOPE 11L(t) �'� 5. CONCRETE TOXRCEPT PATCH PEA GRAVEL UNDER BASE PLATES. CD EQUIVALENT.EXTEND W/CLEAN PEA GRAVEL ASNEL/ IYVI I 100'-0" _4"f PVC PIPE PERFORATED T-1 I e:wvmnu SITE Cl)- 11. .,„,,AL L m , \^/ \ / --- O 1. HOT ROLLED STRUCTURAL STEEL SHALL CONFORM TO ASTM A36,EXCEPT AS FOLLOWS OR AS OTHERWISE NOTED ON V/ • REMOVE h REPLACE A�LL1� ^I ,'�ii I M' M( 2. TUBULAR STRUCTURAL STEEL SECTORS SHALL CONFORM TO 0STY ASW,GME B. 1 CANC TOPPING 0I. a l 11 I I I^11 I i /�/ D SHADED�� S1 _ N I i 1, I (1 I 1 3. BOLA CONFORM 70 ASTM A127-N OR ASTY M90-N AS SHOWN ON THE DRAWINGS UNLESS NOTED Ce 0 II T.-. ♦ :// .1l_.NL WT : J__ I_ _ 4. WELDS SHALL E MATE WITH E70XX ELECTRODES. u �� 1 TYP s \ I I_-_ ii I it III IT S. RODS SHALL E ASTM AIR3 GR 07. NUT!FOR RODS 4NLL BE ASTY Al i4 CR 97. J 3' r 11 �1 53 u CMU YALE BELOW ul ,ITS IN I Iii 1. EPDXY EWE.CONFORM 10 ASTM 0-661,TYPE Ni GRADE 2 WITH 9.455 SUITABLE FOR ENWROMEMM.WNT000NS U ZTOPPINGH� JOINT BTWN TEE ACCEPTABLE FPO ES FOR NSALPAB THREADED s7E13 RODS INTO EXISTING CONCRETE ALE QO io FLANGES(TYP) Z PE100ot BY POWERS FASTENERS .-.• HIT-RE 500-50 BY HILT CORPORATION 11 _ JOINT,IN CONC SET-XP BY SIMPSON STRONG-TIE CO Q __ BEABINR PODS = (TOPPING(TVP) �,. I. ALL NEW BEARING PAOS SHALL BE MASOCORD PADS MFD BY JW 50E 9 THICKNESS AS PER THESE DRAWINGS ^ O I a 0 1I U MIL PVC MEMBRANE ALL SEWS TO RESOLVENT-WELDED. OII LLL O is ; $1r� I II e�E I I. PVC PIPE CONFORMING TO ASW D3034•TRE PSV,SDR26,MIN.WALL THICKNESS 0.162". • I, DARE TEE 1 I, DBL TEE I, ' I, DBL TEE I,DBL TEE I, DBL TEE I, LEVEL 5 CONSTRUCTION PRIMSIONS Z Z a 'f I�T SINGLE TEE 1 / 4 4 4 •T ���� I. ALL ORgA0N5 ON STRUCTURAL DRAWINGS SHALL BE FIELD VERIFIED.ANY DISCREPANCIES SHALL E REPORTED TO Z > -J TIE CASE OFCONFUCTITAEDIETW O ® 0 PARTIAL PLAN: LEVEL_/4 2. IN OF CLIA BETWEEN NOTES.DETAILS.T MID PLANS THE MOST RIGID REOUIREL10N15 SHALL GOVERN UNTIL 1- SUCH TIME AS A CI OF 11€ IS ISSUED BY THE ENGINEER Q/ 1/8" 1'-O" Ili J 3. THE REWIREIENR OF THE LATEST EDITION OF THE OSHA CONSTRUCTION STANDARDS SNAL E FOLLOWED B/ALL ® CONTRACTORS,FABRICATORS.AND SUPPLERS. < 4. CONTRACTOR SMALL FROYDE ADEQUATE BRACH)AND SNORING TO THE GRABS STRUCTURE WHERE REQUIRED TO PERFORM MOOE1CATIONS OR WORK ADJACENT TO SAYE 1NCWDWG TEMPORARY BINCING TO WITHSTAND ALL LOADS TO W WHICH THE SMUCLIRE WYE SUBJECTED,INCLUDING LATERAL ,STOCKPILES W MATERIALS, ENT. I / SUCH TRACING SHALL BE LEFT IN PLACE AS LONG AS MAY E REQUIRED FOR SAFETY AND UNTIL ALL STRUCTURAL LEVEL 4 5. FRAMING LS IN PLACE WITH CONNEC Al. COMPLETE AND ALL AT summon'STRENGTH. CI CONTRACTOR SHALL NOTIFY STRUCTURAL ENGINEER OF ANT O DAMAGED STRUCTURE NOT NOTED ON THE CID DRAWINGS PRIOR 70 PROCEEDING WITH RELATED OR AFFECTED ASSUMED CONSTRUCTOR.0 LIKEWISE.CONTRACTOR SHALL NOTIFY STRUCTURAL ENGINEER OF ANY DISCREPANCIES BETWEEN THE ASSUMED EXISTING STRUCTURE SEIOWIN ON THE 18 1 9 20 DRAWINGS AND THAT FOUND AT THE CONSTRUCTION SM. 0. DEMERS PRION APPROVAL MUST E SECURED FOR ALL SUBSTITUTIONS. I 1 7. CONTRACTOR WY REQUEST CHARDS FROM THE STRUCTURAL DRW6NG5.THESE CHANGES MUST E APPRO+ID BY / 27'-O" / 27'-0` / 4 I I AND DESIGNED BY 1.R HAIRS AND CTIPAYY PRIOR TO SUBMITTING SHOP DROOPS.CONTRACTOR SHALL N ® COMPENSATE JR.HARRIS AND COMPANY FOR MOOING TE OVNGE LL 0. CONTRACTOR SHALL SUBMIT PRODUCT LffERANRE ANO FABRICATION DETAILS TO ENGINEER AT LEAST 2 WEDS PRIOR I ■ . „ C 70 FABRICATION OR INSTALLATONL AS APPROPRIATE.REPRODUCTION OF STRUCTURAL CONTRACT DRAWINGS TO RESUBMIT AS SHOP DRAWINGS IS PROHIBITED.SHOP DRAWINGS POCOUCED IN SUCH A MANNER WILL BE REECTD. IEAU.3 / _ SHALLCTION I dMUE ASSIMIne BE CL W l'ili 1 D L I. 1. INSPECTOR ACNN SHALL BSHALL BE E PERFORMED FOR THE 109ED BY THE AND A DUMPED TESTING MEW!DESIGNATED TEDINDICATED BELOW.SPECIAL D M THE OTOS,BUILD/ W/�S/ Z ® )• PERFORMEINSPECTOID N ACCORDANCE WITH SECTIONS 10D AID 1704 OF THE 610.WHERE EENHAIED N THESE NOTES, Et Z 0 4 gg DEPARTMENT.9 RLTANED BY THE CANNER SHALL PERFORM ALL OTHER SPECIAL INSPECT:N.1K SPECIAL INSPECTOR Z W / tF SHALL FURNISH COPIES OF ALL INSPECTION RESULTS TO 1K OWNER ENGINEER,CONTRACTOR,AND BUILDING ] LEVEL 4 Ti / \ I DEAN r DEPARTMENT. U O A �� [Ili EDOSED UNTILCHIT HAS®IS TO OCCUR AND WORK INSPECTOR REQUIRING AA.eapEcnceo SHALL CONFORMANCE BY THE SPECIE ANSPECIOR THEE HOURS D O U i U ;nullIlej U READY BEFORE INSPECTOR Z 103 104 105 106 107 10B CONTRACTOR SFALL MNNWN J 65115 COPIES OF AL REPORT SUBMITTED BY THE SPEWL BSPECIOR J O .n \---/ NOTE 1. / SPECIAL INSPECTION OF TIE FOLLOWING TYPES OF CONSTRUCTION IS REQUIRED: O ` v/ R&R CMU AS NECY FOR LEVEL 2 3 CMU 'NSIALL TON OF STEEL OO -STHUCTURA SIFEL FABRIOATOX ANO ERECTION PEA TABLE 17045 U > Q REPAIR AT STTEM 105 -CONCRETE CONSRRUCf10N PER TABLE 1704.4 ....-.�,.«. _- ____ _--_�„ F,a„"�„ mv,,,•„,,,,,,�,��oro„�,a„�„",�„^.,u�,w.�g, -SOIL CONDITIONS,FILL PLACEMENT.MID DENSITY PER TABLE 1704.7 O ���fffLmi- -EPDXY DOWEL INSTALLATION PER MANUFACTURER r /�S/ 2. 09COIW.OBSERVATION LIMN E PERFORMED BY JR HEM AND COMPANY 0. IN ACCORDANCE WTIH SECTIONS 0 1709 OF THE METMA7IOIAL BUILDING COTE FOR THE FOLLOWRII'MEOW ELEMENTS: W O W el -STEEL ERECTION �W (.O SECTION -CONCRETE CONSTRUCTION W ,a_ g z 1/6" 1.-0- I / THE CONTRACTOR SHALL PROVIDE THE ENGINEER OF THE REEORO A MINIMUM OF 48 HOUR NOTICE TO SCHEDULE N O NOTEI LEVEL 1 APPROPRIATE SITE VISITS FOR STRUCTURAL OBSERVATION. Z Q' 1. REPAIR SPALL BY CHIPPING AWAY CONCRETE TO EXPOSE � �_ `WNSERL_ _ PROAn51oNb J LL REBAR,SANDBLAST REBAR CLEAN.COAT REBAR W/ ^- Q APPROVED CORROSION INHIBITOR.PATCH WI APPROVED ® 1. CONCRETE STALL E PROPORTIONED.YOKED,MIMED,8140 PLACED IN ACCORDANCE WITH M 301,ANO IBC Et MATERIAL SECTION 1505, m 1..1. KEY PLAN 2. CONCRETE PROTECTION FOR REINFORCEMENT(COVER)SHALL BE AS FOLLOWS: (cnn of Vail = I- CONCRETE CAST AG4NST AND PERMANENTLY EXPOSED 70 EARTH 3" REVIEWED FOR CODEIl O CONCRETE EXPOSED TO EARTH OR WEATHER(#5 M0 SMALLER): 1D" CONCRETE OPOSED TO EARTH OR WEATHER(/e AND LARGER} Y COMPLIANCE Q CONCRETE NOT OPOSED 70 EARTH OR WEATHER Date:___/-4"----- U� SLABS.WALLS,AND JOISTS(/11 AND SMALLER): 0.76" BEAMS AND COLUMNS: 1S" By- -4- O DESCRIPTION DATE /-- ---L., © - _ 4131\ I L. 3. DETAIL BOTS IN ACCORDANCE WTRH THE LATEST EDIOILS OF A]315 NO M 318.^.��{� _ ' ® / \ ® 4. DETAILEDNO SPLA OR AUTHORIZED BY SHALL STRLIEMWOE E AND NOEFL WELAP SNDA TO RDONFOFORCWOASEEAL'L-E PERMITTED, MOIFD-EXCEPT ral CweIAUClIuI IW/MI� I 1 4 A MINIMUM OF "5- 40 BAR DIAMETERS.WIRE FABRIO REINFORCEMENT MUSTLAP ONE FULL MESH PLUS 2"AT SIDE AND END LAPS.BUT - _ LEVEL 4^ -- I LEVEL 4 NOT LESS 114TH 6",AND SHALL E WIRED TOGETHER MAKE ALL BYES CONTINUOUS MORD CORNERS OR PROVIDE -- '"`- 100'-O" q CORNER BARS OF EWE 4g AND SPRANG. ,m, �u+..a-^".'z""" ' te'� _'__ I S. PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT RBNFTIRCING BARS AT POSIIIOIIS SHOWN ON THE PLANS. III -' A II 0. ALL CONCRETE SHALL E CONSOUDATED BY VIBRATION,TSPACING.OR ROODRNG SO THE CONCRETE COMPLETELY -..,.......®� .."�T�""'a""�_ ISI \-� --/ (` I111 SURROUNDS REIWORCING AND EMBEDDED TIERS WITHOUT SEGREGATKIN. Plotted: 10/9/2014 i --- c Designed: FRR h :: O 1. AL WELDS SHALL E 3/18"FILLET WELDS WHERE NO SSE S PROVIDED AND AL WELDS SHALL BE CONTINUOUS Drown: INCE WHERE NO 001001 S PRONl1ED. d _ LEVEL 3 . ��3 2. STRUCTURAL STEEL SHALL E DETAUD.FABRICATED.MD ERECTED IN ACCORDWCE WITH LATEST PROMOTE OF RSC Checked: FRR -1.' COTE OF SU/DAD PRACTICE �i if S ALL WELDERS SHALL HATE EVIDENCE OF PASSING THE A.W.S.STANDARD 01.WLFIGTKIN TESTS FOR THE WELDS THEY WILL E PERFORMING. 0 4. AAIL GROOVE IL GROOVE WAD I ER.BUTT WELDS SHALL E FML PENETRATION WELDS MSTRENGTH D SHALL DEVELOP THE FULL STRENGOF C ,O 1. HOLES SHALL BE DRILLED AT A DIAMETER AND DEPTH MOPED BY THE MANUFACTURER USING A COARSE cormsV I 0 ROCK CHISEL OR HAMMER DRILL.CORE DRILLS OR OTHER SMOOTH CUTTING DRILLS ARE 1107 ALLOWED. SECTION ® SEC1gN 2. HOLES SHILL E DK/ROUGHLY CLEWED WITH A BRASH.THEN VACUUMED OR BLOWN CLEW W7IH OIL FREE 1 8" 1'-0" COMPRESSED AIR TO REMOVE ALL RESIDE FROM THE BALING OPERATION I ' / 1/8° 1'-O" 3. EXPN9dN BOLTS SHALL E INSTALLED PER MANUFACTURERS RECOMMENDATIONS. pN�JYY 4. NOTIFY ENGINEER TO INSPECT HOLES FOR DEPTH.DIAMETER AND CLEANUNESS PRIOR TO TE PLACEMENT OF EPDXY. M JRH J204.2737.02 A�'I \ l o /• 27._0. 1:11;f0.1:.(.;;12;01:1:11`Q:i1::: CONI COL © 1...k:°C 1 • •'.. • THOROUGHLY CLEAN ALL O � • CHIP OUT(E)CONC AS REO'D TO (8)/5 VERT SPCD SURFACES OF REPAIR AREA • V • PRIOR TO CASTING CONC F�� _ !3E ABLE TO CLEAN CORROSION OFF EVENLY AROUND COL • O° •°-. y: • • ENCASEMENT I Fail. '0 • (E)COL TIES REINF STL(DISCARD(E)STL ANGLES). • .-_-__ ) 42'0 CONC ENCJSENEHT :070 oY',. CHIP CONC TO SOUND CONC ELSWHERE. . , _ - SLOPE TOP SURFACE ON i� _ __�__ _•• 0 1 IN 12 SLOPE i I 1i II - ._M1t' (E)COL REINF yi 11 S • # • • •2 C� i CLEAN CORROSION FROM 3 I 1 0 ` • • �° r 1 ' 11 ALL REINF SL TO BRIGHT JJ1� a A4 T.O.REPAIR i i i It Cl)PATCH O COL IIII V/ N o MTL DO NOT EJfPOSE TIES m,' .�. ` ,1 i, II �- W MORE THAN REO'D. SAW-CUT GROOVE > •o ! II i ii it II Z W 8 � COOT W APPROVED (Ye`DEPTH)0 PERIMETER •,°- I N Q / OF PATCH AREA.DO NOT " • '�•• 1 1-3 �I 1 J_ Po CORROSION INHIBITOR. ° Ti DAMAGE(E) REINF STL TYP . WRAP CONC ENCASEMENT I I Z "S" 1 • CLEAN ALL SURFACES ii �- W 5. ••'• OF COL PRIOR TO W/(2)LAYERS OF 30/ Q BLDG PAPER PRIOR TO it i11 1 i� i LY 1 a• cm-IING CONC, INCLUDING CASTING CONC SLAB III Z Q I• s I REMOVING PAINT•TYP R&R CONC SLAB 0 1 i i I e i i i Q o •�:•• • - -a ISOLATION DIAMOND (E)CONC S.O.G. i u I i 1 i /y F „�m ° , .. it 1 1 •.I 42'0 CONC ENCASEMENT TIL =11n. ii iI II AA./ y .. AT PATCH AREA.EXTEND ° ..• _R III= i II iI iI m 1'-8'MIN ABOVE TOP •0 - r SEE SECTION 2/S2 FOR REPAIR INFORMATION OF PATCH AREA . • /4x0 TIES W/22'LAP O B'O.C. i. i ii . (STAGGER LOG'S OF SPLICES) (E)coNc rt W ® C.) PREPARATIONS FOR PATCH ® (D COL ENCASEMENT AT BASE ("D DIV OF COL ENCASDIIENT ® O4 REPAIR A CORRODED S— LEVEL UPPORT—TEE STEM 117 I '- I-o' S2 1 1/z'= 1'-0' 1/2•- 1•-0' 1/8'= 1.-0. U 69 p D Et LL 0- O R&R TOPPING O 0 O CONC AS NECY C.) • • • - I.. FKi ROUGHEN (E)WALL SURFACES Z J • • .. • • • '•"' i • TO RECEIVE NEW TAPERED CONC. a • • •.*' - _ SEAL EDGES SIM TO DET 7/53. Ellj Z Q `, m •• y `r'•. •°• °' 544(*)HIGH STRENGTH I O Y'. :• TEE FLANGE GROUT BED UNDER(E)S it •a REMOVE(E)TAPERED s SD]1 CONC. CLEAN &ROUGHEN W • (E)TOPPING SUREACE. Q INSTALL NEW TAPERED "r•: IRAN •'.6f ROD AFTER _ _ _ CONE SLOPED TO FLOW SHORING IS IN PLACE DIRECTLY TO(E)DRAIN. Ya V (E)JAMB NUT S W�/ � CK • (E)HEAVE HEX NUT C/ r r (E)JAMB NUT4'1 u_i (E)HSS 10x3x% I (E)DRAIN I W !— . �' Z O �r r o `' O o� �I-_J U o TEMP SHORING ' V TO LEVEL 2 B = J Z O LEVEL 1 BELOW • ; • CONT ICH UNES • J • ' 0 EASCONDUIT, O j SPRINKLER.ETC.) lrQo. • w� ,j BRG HAUNCH Q Iv 'x I. ,1' ® AT TEE STEM 779BRACK�Ei REPAIR O TAPERED CONC AT SURFACE DRAIN www O •�` 1 1/2'=1'-0• $Z 3/4� 1�_0. r N Z NOTE 0 1. SANDBLAST ALL CORRODED STEEL.SURFACES, Z Ce PRIME S PAINT W/ZINC-RICH PAINT. w ..... LL CC m I 0 D NO DESCRIPTION DATE 1 FOR msiRIC1iO1./41111. io•AT of VBII r ITV EWED FOR CODE ,U:/PLIANC '2:-.Ae: cdZ10-` Plotted: 10/9/2014 Cy / Designed: FRR Code". Drown: WCE Checked: FRR S2 • JRH JO08:2737.02 .3 ° 5 Qp• • HAUNCH I CLEAN SURFACE OF ALL LAITANCE.DAMPEN SURFACE R ASSti AND ALLOW TO DRY TO SURFACE DRY CONDITION. ° d IMMEDIATELY PRIOR TO PLACING CONC PATCH. <isf I < ® 2'-10' 3•_4• 2 R&R SLAB. - R2x8x1'-6'I 0 ROD C/) N 1 MATCH(E)THKNESS I HOLES FOR IVO RODS m --IEXTEND PVC MEMBRANE 6" I fit, !p 9,I SEALANT PER , (E)10DT32 W/ 8+m I ONTO TOP OF TEE FLANGE APPROVED GROUT SAWCUT 1'DEEP.CHIP-our Lu '1 ° OTL 7/53 I 6 CONC TOPPING Z 1 / I I•�• T.O.C. 1-_�, d4xCONf .. HAMMERER W/15LB MAX ,,,.�< ( n T- I -- - I 2 100'-0" 1 SAWCUT JAMB NUT 4' 4' Q �oR / HEAVY HEX NUT W/HD WASHER , 53 © CDOT CLASS 6 O WEST EN. ��• T c� W '^ .. i.-1 4• LEVEL 5 ® ...., COMPACT PLAE k .l AGGREGATE ROAD •e I• lin i� .0 1 L q `1. �• f • .. e . THKNESS OF(E) . d' • -, -- I' ° • .. I _ �� ��i . ♦0 F ad DN COMPACTED I I °._ E SUBGRADE �� .�•--�� �� j r 1O PIPE ... /��������„�I ., � 1._6. 4. •� F r �� ♦� • ^� • 3i(t)HIGH STRENGTH 1Yi"f CORE DRILL N u i . � .•�-.+.�.II I TEE FLANGE GROUT BED UNDER 2'R ° ,����7 -� ` 1f4x e•7-Y®1'-B'MAX O.C. 1'f ROQ,THREADED • (E)R3Sx30"x2'-8' �"J1 EMBED 4'INTO 3'i AMA'HOLE; SANDBLAST,PRIME ••E-- LM FILL W/EPDXY 1' ENDS -'A 6' c� STEEL PAINT ALL EXPOSED PVC MEMBRANE �I, - _ 1...__. ----------H1'0 �JAMB NUT _ U SURFACES 3*.OPEN- ' TEE SI61 V) "� j . I 4- GRADED GRAVEL -. ▪- R® 3ix415x0'-8' r I' .E^' __ i� WELDED TO END OF Z 11z6x0'-6'W/ ]C 1 e r FILTER FABRIC `_,n'."� " HSS. PROVIDE Yx' 110 DRILLED HOLE - I I I I • I I I_ B.O. INVERT •`.' • •7' CLEARANCE 0 SIDE R'S 3.13• Y.I// • �� FOR I 0 ROD Cr }— I I'd I II . i 98'-0.O WEST END v , •,'. 4' 4' v N 09 i R3ix6x2'-6' . �~ II {' 1HEAVY HIX NUT _ I 'D i . ... 4" ERF.PVC PIPE IN 0 ,".E Ii. ( II II W HD WASHER I I - A RAVEL W ED .: A/ / /f V_ 1. I �a_ ----i '.,° Ya\ W/MI 40 LTLIt 11 / \< O Y. FABRIC,BOUNDED 40 MIL •�•�F !' HSS 5.450(01.-1' J ® i PVC MEMBRANE 0 PIPE ..".4 / TOLERANCE:HSS&BRG R I I ED D • �' TO DRAIN (E)CATCH • // SURFACES SHALL BE I HSS 12x4 1 Q / PARALLEL WITHIN 2e Ir HSS 12x4x11e BASIN NON 1/S1. I oI i CAP WEST END OF PIPE Iv OI (E)3°i 0x7 EXP ANCH . f= - --1 N ,2° �y'�18.0.HSS STL ELEV ,r MASTICORD PAD: DMIA io� •em• =7i 1C \//`/\�`/ 6 --� HLl_ OT TO MATCH .'718".."7- rp - --.( 1¢x5x0'-6' +� • • �// v \ I BOT EIEV OF H5512x4_ O 0 U I B.O.TEE STEM r I pe �J•war 17�/ (E)PIPE) 6' 6' I EL OF BOT OF TEE STEM $ E� la Z Z a �® s • i' R2xAx1'-o'J • X - 01Ie I i” B. < lb.45.40'-8" RAISE TEE STEM(USING JACKING • I 7 O APPARATUS PER 6/S3)ONLY AS (E)SHIM STACK MUCH AS REO'D TO REMOVE(E) -/ /' . HEIGHT VARIES PAD 8:SHIMS. / ( UJ STEEL REPAIR FOR - I c� ci) PREGSi TEE STDIS 103-108 - I O I °• I O I PRECAST TEE STEMS 103-108 1 1/2'- r_o' �."'\ . L--J •°• L--J 1 1/2' 1'-0' NOTES: DOS ' #FIELD MEASURE DIMENSION A. l• IIIM'4"�-��_ / A+5' / 2. ALL BARESTRUCTURAL METAL,WELD 0 ANO RE ENE ZINC-RICH GRAY COLOR.BE ED TO IZ��jti{1<e e CC I 4 PLAN AT TEE STEM REPAIR 3. ALL TEES 32'DEEP;WIDTHS VARY;SEE 1/51 FOR LOCATIONS OF(�DBL 1 FOR PRECAST TEE STEMS 103-108 REFS ak SINGLE TEES. / CF � W 4. REMOVE(E)CMU ASU,TYPE FOR STEEL INSTALLATION.RECONSTRUCT CMU S-16/yrs W/SAME SIZE CMU,TYPE S OR N MORTAR,2000 PSI GROUT,/9 HORIZ JT G '() w I— S3 1 1/2" 1'-0" REINFORCEMENT,MID 54 VERT REINFORCEMENT-MATCH ET SBNG SPACING. N Z O APPLIES AT(6)PLACES TEE STEMS: 103-108. LL1 Q SEE 1/S1 FOR LOCATIONS. ` , O Z *FIELD MEASURE DIMENSION A.TYP"(6)PLDS. Z V SAWCUT 1"DEEP z (E)6'TOPPING TOPPING ROD t TEE STEM rL ROD = J Z O PATCH :ai° ROD LEVEL 4 ®� '. EO EO 1'0 ROD O Q IIIIIMIN:11111/11111E11, �� LI R1x6xD'-6' LI .,� HW HOE NUT 8 HD WASHER U (E) 10DT3216._ u� �� L)] ��'S`c �` Sia �:`L�c / %• �l STL PIPE SPACER -'^•A • •'- 3i 0 BOLT W 1 STL PIPE coSPACER BTWN CHANNELS O,AS I- O • • (2)C8x11.5 II 3i.I I I I I •4 "(t)HIGH STRENGTH • CORE DRILL 11 + I i W ED GROUT BED UNDER 2"R HOLE I I ± N F SAW-CUT 1'.'THEN ��= �`c ..... NUTS&WASHER WTTUL POSRION Z I r' I CHIP-OUT REMAINDER ,LACK JACK N z N CUT ROD ABOVE JAMB NUT FINAL POSITION O (2) - OF(E)CONC TOPPING. i� .v. 1 'I r .S. JAMB NUT FINAL POSITION w Z W • R2xexr-e 4._ J Q� OP SIDESEDGE y, • • ! -111- ' I ',- -III HVY HE(NUT FINAL POSRION 1 c;'. of Vail (3)SIDES •4. I II ; ram „vIEWED FOR CODE m 3{e, 5' SPACER R9gx6xo'-6" , , •.; ,_, , "i �Q ��I J lOMPLIANCE O CTR'D ON 2'R. FIELD ...-.,L NM /i • IA VA �� aurga '�,g -�����������z��\ --- WELD SO BOTH SPACERS ,. ,,,, �� - Date:__. o-L°' �-_ ARE SNUG AGAINST TEE STEM. • `%r �1 1 gy: r` p Ili '• �"HIGH STRENGTH SEALANT Code. NO DESCRIPTION DATE. I I GROUT BED UNDER 2'R t 1 ran coxsixuclxw . Tths12z1'-0' }II • FOAM BACKER ROD I HSS TO &"R H ° ".. STIFF R TO MASTICORD PAD: c INSULATION BOARD Potted: 10/9/2014 S Yix6x1'-0' 75'POLYISOCYANURATE YA'R HSS �(, -a.. ,� Dawned: WFRR CE R2xAx1'-o" 8 FORR ISAPPARATUS STEM ir' O1 1/2•_1'-0• Checked: FRR HANGER RODS _ NOTES:. JAM(CAPACITY D 20 TONS. _ C SEALANT mut. I 1/2'_ 1'-0" i , 2 3'_1 OC S 3 '� ' / 1 3. GROUT BEDI SHALL ACHIEVE 3,000 PSI IDR TO JACKING, SEALANT SHALL BE APPROVED MUL7�,•OMPONENi URETHANE. 4. USE SINGLE JACK APPARATUS(AS SHOWN)TD LIFT SINGLE TEES. 5. USE(3)APPARATUS FOR EA LIFT:(1)AT THE STEM BEING UFTED .(1)ON EACH SIDE. 6. PRIOR TO JACKING,REMOVE ANY(E)CONNECTION BETWEEN TOP OF TEE FLANGE&FOUNDATION WALL.REINSTALL CONNECTIONS AFTER STEEL REPAIR IS COMPLETELY INSTALLED. JR-I JOB#:273702 3 ..V 30 31 4 09 "� ..,. �_0. • "QP Z.. /�•C , a • • ¢ ?' i ° a ° d i. g Z,. X • i�o.9ad D s • 4 '1• • 700,--, a. • ' 1 I Bsi, , N>— W E fl_iizfl — ,._o. Z �N.• Iy �a Z II I.•.r l ' J 4 I 4° R2x6z,'-6'W Q 0- Q $ ti• 1116, (E) 12"CONC (E) 100732 W/ / T / / 3" I WAIL PANEL 6"CONC TOPPING 4(i s HOLES T J " o II J f� ° .�..' JAMB NUI I FOR 7i"0 RODS 2 O j 9 ii Ii '1 (11 11 � HEAVY HES NUT I _40FF.., _ U ig $$$ • . n . •.., r(E)PIPE •M ,• m • w ~ n n i Ei '•e— v a o: 3i(t) HIGH STRENGTH I -a- T �l r �T�AGE GROUT BED UNDER 2 RI� V0 ROD Vn n6- a+" 4. ® O1 Rf R T DAMAGGEDTEE5 STEM 179 I r e� TEE sreY I CX 0 54 '/e•- '' o' I I T' I I I-11 p R 8 35x4Yxd-6' JAMS NUT � � WELDED TO END OF I e (, HSS. PROVIDE 15" 441 r O L c_J CLEARANCE 0 R 5 L 3'/3' Yz V 1z5x0'-5" 'f/. I- -I HEW HEX NUT D 4. ° I I HSS 4x414x0•-11' 0- O TOLERANCE:HSS!T.O.CONC 1 I 1 _J SURFACES SHALL BE I I HSS 10x3a4 I O O O PARALLEL WffNIN 2° U -r d •. --- --- -� • i • -j..— --- IBOT ELEV OF HSSt0x3 W > 19 -y,• '! ' ' (E)PIPE 6. 6. EIEV OF BOT OF TEE STEM i •° s °.� I'L2x12x1'-6 O CL- \ 101 • - - 101 Q n L_J L_J e. 411% V-11" / PLAN AT TEE STEM O3 STEEL REPAIR FOR PRECAST TEE STEM 179 N REPAIR AREA AT STFL 179 1 1/2-- ,'-o- �•} 1 1/2'- 1'-O' NOTE 1, PRIME AND PAINT ALL STEEL SURFACES W/ ZINC-RICH PAINT PRIOR TO INSTALLATION, W • W Et Z E Zcc E U o U USE JACKING APPARATUS J J O _1' PER 6/S3 TO UFT TEE STELA O Q 1.7.• > TO REMOVE REMNANTS OF(E) V > PAD&LEAVE GAP PER 4/54 (,rc LEVFL S •�+' (E)6'TOPPING SAWCUT ,•_6. TOPPING w if 14-t O < PATCH LEVEL 5 W O W 't Lily so�e>_�wne •rtein. SIKAFLU 1A SEALANT W Q ° (EJ 10D735 PVC SLEEVE(FROM 40 MIL PVC) F- o_ Z • •• lowi���/�/��/�A m ii a w n% DRAIN BOARD: PVC COLLAR(FROM 40 MIL PVC) N O CCW MIRA DRAIN 6000/6200 S.S.HOSE CLAMP SOLVENT-WELD TO MEMBRANE W Z CC •- �1WM' • 4 N� B-x12'SEGMENTS O 1'-4"O.C. ORIENT WI FILTER FABRIC ON BOT VIBRATE CONC PVC MEMBRANE-40 MIL. "HIGH STRENGTH CORE DRILL /4 CONT.-EPDXY COATED DO NOT SOLVENT-WELD m Et THE TWO MEMBRANES TOGETHER. GROUT BED UNDER 2"T( HOLE • I •• •? I i `ik_/, 0 a Q /4x O 1'-4'O.C. �Iliati, o° a (2)SIDES& 1 1 EPDXY COATED �� r,--1 -1 _ TOP EDGE Y, R�4x5xo'-5'W/ 0 °va NO DQE c�RION DATE \' 4(a a HOLE FOR IMO. j 1'••� j (3)SIDES 4. I •e 1 '6"A ROD lir � - °3(°, SPACER R14x4x0'-6' - 1 : ° • CTR'D ON 2'R, FIELD •-111111"1. 111111`11--4.--7-- -- - - fiWil WELD 50 BOTH SPACERS :le-_ • CHIP AWAY DAMAGED CONC MASTICORD �� • DOWN TO SOUND CONC. I j ARE TIGHT AGAINST TEE STEM. • I PAD Xix5z0'-6" 'War REPLACE W/(N)CONC. !__� Pla,d: 10/9/2014 USING JACKING Ipyxt2xt•—o" I I DeeTq�ea: FRRAPPARATUS PER 6/53. I 1 r. ----._. , ° 10,4,OI Veil I II! • �' REVIEIVED FG'CODE Drawn: WCE RAISE TEE MI LEAVE IS' Checked: FRR CAP YIN.REMOVE ! L_1 STIFFENER Vo3x0•-3" • ' COMPLIANCE REMNANTS OF(E)PAD. HSS TO `�i �) C CTR'D ON 2"�, ?S'R y4 � . L EMBED IN 3'4'0x4'DRILLED I •°.- • Dates_______ _ �-� STIFF Q TO .44 MASTICORD PAD: 1•-2• T HOLE,FILL W/EPDXY - - By: __ mommoommommonommemommimmo 74 R HSS 3fe %r ux.y.x11.-0' 2" 2" Code: - — __ c)STEEL 4. SL SUPPORT FOR ��^� PRECAST TEE STEM 179 �4 STEEL1 1/2'.. 1'-0" $� 1 1/2`e•1'-D' S4 1 1/2'- 1'-9' S4 3° 1•-0" JRH JOB/:2737.02 f