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DocuSign Envelope ID:78B556CA-0O28-4315-8EF4-948059C1C6F0
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<br /> E1`ID A1JGH�� . HANGERIp GUI�TAiT WALL
<br /> GUI�TAII,] A�f BLIC� 'A 16.0 BI�AM HA I Erz g!� M J rt .1.1StTID�1 SLI E l�
<br /> � a WALL [T`t'PLG�►L� � A�SfEN!FLIES P�� ISM C� �
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<br /> WALL. 4:. CL ±601.94.
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<br /> 84� �4+50 SS+Gb I 55+50 £6+00
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<br /> AS MAUL)FA T0ZED By rep HCND FLAW 4,F PIPS A- TAGHMr—_,SIT i�1dT�S:
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<br /> 70 w6Dc1T 3KIZ5- I�ID. 7
<br /> 719 � e;Nc Ium PI.ATEP zoP �uPUi-[JG 1. OPENINGS FOR STEEL PIPE SLEEVES IML-END CURTAIN-V LLS._SHALL-9E,MAOE .
<br /> (TT 6K1wwF_U, FIG. 136) DI�TA�L IN A (MEAT AND WORKMANLIKE MANNER.
<br /> R�1p�E W/3�' � 44 5rmL- THR=Am—r,> ROD I Q
<br /> 2. OPENINGS FOR STEEL PIPE SLEEVES SHALL BE A MAXIMUM OF 2" LARGER.
<br /> PIPE HAIJGL=9(C& ►LV. 5TE�L AC>JUSCABLE GLEVIS- A AM: A5 1�.&1R.�D � 0`� r1F, FORCE MAIN IS HUNG ON THE THAN THE OUTSIDE DIAMETER OF STEEL PIPE SLEEVES.
<br /> I GR�1 QEL-L FIR. 264) �1S IMSUL ATIO J. INSIDE OF OUTER BEAM, THAT'S 3.. OPENINGS FOR STEEL PIPE SLEEVES SHALL BE-MADE-WITR-RO-TARY_.DRtLL,-.._
<br /> WAMP V/ 5 MILS P'V4 OR 4J�0�'RE1�l� WHY WE COULDN'T SEE IT IN
<br /> ROTARY-IMPACT DRILL OR A CORE GRILL ONLY.
<br /> THE FIELD ON 08/06/2020
<br /> 4, OPENINGS BETWEEN END CURTAIN MALLS AND STEEL PIPE: SLEEVES SHALL BE
<br /> FILLED WITH NON-SHRINKING GROUT WHICH CONFORMS IN COLOR WITH{ THE
<br /> W S6)( 160 BEAM � EXISTING CONCRETE. GROUT SMALL BE F IiMISMED SMOOTH H AND FLUSH; WITH
<br /> THE EXISTING CONCRETE_
<br /> 5. STEEL PIPE SLEEVES WLL BE FLUSH WITH EXPOSED FACE OF CND CURTAIN
<br /> C}Sx339 D P7`! MALLS. END OF SLEEVES MAY BE FIELD CUT TO PW" CONFIGURATION,
<br /> P s'rdM dI'�k1GI�E'TE PROVIDED PROPER HEAT S141ELDING IS USED TO PROTECT CONCRETE.
<br /> A"r IrxPAI 1�I I J411UTS �o7`raM �� YAP aF 6. ALL EXPOSED METALLIC MATERIAL, EXCEPT _FOR RLTUR1NOUS._C0ATED_kPEt
<br /> --ey-m-r=L R 'M • �'� THAT IS NOT GALVANIZED OR ALUMINUM, ATTACHED TO THE STRUCTURE
<br /> AwlSMALL RE GIVEN OIrE (1) COAT OF PRIMER, NON-LEAD BASE, AND
<br /> r <P, g" , TWO (2) COATS OF APPROVED ALUMINUM PANT 04 ALL SURFACES.
<br /> +vE t� liar;lE 11.IrxI�,,�cffor.I- Foru_E SKIDGE KJ0. 7 7. MODULAR MALL AND CASING SEALS (LINK-SEAL, MODEL NUMBER LS-475-C,
<br /> 5 1�0f� 11 i FLEV VAP-IES 12 LINKS PER SEAL, AS MANUFACTURED BY THLRMRLINE CORP., WAYNE,
<br /> MICHIGAN) SMALL BE PLACED AROUND THE MAIN BETWEEN THE MAIN AND
<br /> EQUAL �Qu-`L STEEL PIPE SLEEVES IN THE END CURTAIN MALL AND TIGHTENED RY BOLTS
<br /> ±4,_i ± 4-0 TO FURNISH STRAY CURONT PROTECTION FOR TffE BRIDGE AND TO WATERPROOF
<br /> THE OPENINGS. A 2 INCH RECESS SHALL BE LEFT AT EACH FACE OF THE
<br /> A�GND� �� � ASS�I�IBLY END CURTAIN MALL AND SHALL BE FILLED WITH AN APPROVED MASTIC OR
<br /> PLASTIC SAULKING COMPOUND TO CONFORM IN COLOR WITH THAT OF THE
<br /> EXISTING CONCRETE. CAULKING SHALL BE FINISHED SMOOTM AND FLUSH
<br /> S��~I•f�� WITH THE EXISTING CONCRETE. IN THE EVENT THE SEAL IS NOT OF A
<br /> I� SUFFICIErIT LENGTH TO FILL ALL OF THE OPENING EXCEPT FOR THE 2
<br /> �� INCH RECESSES, THE REMAINING PORTION OF THE OPENING SHALL BE
<br /> 1�2 [La�4 FILLED WITH JUTE PROIR TO PLACING THE MASTIC OR PLASTIC CAULKING
<br /> COMPOUND IN THE 2 INCH RECESSES.
<br /> B. HOLES FOR EXPANSION A SHALL BE`MADE W11IR A i ROTARY DRrLt OR
<br /> 60w6flf'T� E5I_IP5S REEK E+IJD 6U1z7 rA+IN YAL-L. ROTARY-IMPACT DRILL ONLY, MAXIMUM SIZE OF DRILL.SHALL BE 7J9".
<br /> HOLES FOR ANCHORS SMALL BE DRILLED, SQUARED - AND ALIGNED AS APPROVED,
<br /> I�lD�J-SIdI�I�fK 4[�OflT���IJoTE�- AS NO OVER SIZE DRILLING'OR REDRILLINC WILL SE ALLOWED, EXCEPT
<br /> WHEN ,REINFORCING.--STEEL-ft ENCOURTERED,.. .14ER--REINFORCIRG-.STEEL IS. _ ... . ...._
<br /> 12�1 r�� ��� � ENCOUNTERED, THE DRILLING I5 TO BE STOPPED AIIO RESUMED AT A i
<br /> CO.�75''WIN.WALL`THIGK�IESs� LOCAT I QIV 3" FROM EITHER SIDE OF THE EXISTING MOLE, Btl"f NOT AT A
<br /> DISTANCE TO EXCEED THE MAXIMUM ALLOWABLE SPACING, ANY EXISTING
<br /> W J-SW.1UK Gr_oUT• JLlT5 nP- EQUAL HOLES DUE TO ENCOUNTERING REINFORCING STEEL ARE TO BE THOROUGHLY
<br /> SmE W TE . FILLED WITH A 1:3 PORTLAND MUT AND-FINISHED SMOOTH AND FLUSM
<br /> p Mot%JI-AR WALL AND WITH THE EXISTING- CONCRETE. DEA'TM[-0_HOLE-TQ...BE;'.
<br /> VePULAR WALL AID IZ � STEAL PIPE Lfr VE .•S1I.ICi SEAL- sE� '
<br /> eA1SIkJ6 `ASt ►L- �p G! II ,IIu WALL "� �-1dTE 7 9. NO ANCHOR SHALL BE LOCATED CLOSER THAN Ir TO A� DIAPHRAGM'.OR
<br /> Sf�� �a7E 7
<br /> E AN END OF SPAN EXPANSIONJOINT.
<br /> JUr5 M EQUAL m 4 2 2 10. THE MAXIMUM SPACING BETwIEN ANCHOR/HANGER A55ETMBI;IES 3HALI, B
<br /> 9'-0".. THE NUMBER AND LOCATION-,OF THE.--ANCHOR/HANG ER--ASSEM9LIES-- ---
<br /> ` SHOW ON THE:PLAN ARE BASED ON DRAWINGS (OLD STATE PROJECT: 9008-:
<br /> ORANGE COUNTY BRIDGE NUMBER 7-DATED, 'MARCH 1952) i PROVIDED BM !THE-
<br /> NORTH CAROLIRA DEPARTMENT OF TRANSPORTATION. TH CONTRACTOR SMALL
<br /> MAlQ �� B, ' I • • 8' �� !F MAU LIE I� FIELD VERIFY DIMENSIONS PRIOR TO ANYINSTALLATION. '
<br /> ELEV. FLAW VARIES, ah BEAM 11. i1m iNs mhTxola rm Tim-rm%cE 'mm' w ATTAcmrb-T _TPm_f rD=__' �
<br /> `TNiGK P[LE CAP SHAM BE A 11mrim Tl�ICl4�ESs OF Z-IRCH A" 919kLL Im
<br /> �6a.SYl G aR PLAS�TIG hrt11J. �� APPROVED UkETHANE TYPE MATERIAL C.APABLZ OF .PROTECTING
<br /> 2 T N 1 K f G 41 THE FORCE MuN FOR A; MINIMUM OF NINE 04; HO tS AT 18
<br /> C.�,lJ L f C f�1G, C�IJI PQUNP P LIaAST I C EAU L.KI IJG D, DEGREES F HEL41M LRO A YOTDS CREATED P1Y NGTCHIN6 AM
<br /> SG� f� q 7 15Ir E kldrE 7 FZT DM THE INSULA=Om AT• THE. SUPPORTS SRAM BE .COS!- .
<br /> P LOMY -FILLM>-VITf1 SPRAY...UP.ETRANW•-FOAM- R -AW APPROVIO),_..�
<br /> Pl L� CAP EQUAL. THE ALVMr"1 ►rRA`P SHALL BL OF AN I APr matr TYPE
<br /> 0.016 INCH; tHI CR AND:1 SHALL .BE HELD FIRMLY IN. PLACE f BY
<br /> ALVMINIM BMDIM TAPE OR APPROVW ALTMNATE. APPROVED
<br /> INSVLATTON- PROTECTION SHIELD SIMILAR TO (ITT {3R.xlPl4ET,,,
<br /> ]LOB. FIC]. ZA7) , SHALL BE PROVIDED. EACH END OF ,TFM, SFI;IELD - .
<br /> PL4w- eklD 6urTAU WALL L- SE SEMI-TO TIN--MUMI-xU-•wPAP W:E-Tq4--AsUNT-NUM--BOND--
<br /> Im OR I3 BY TFMI
<br /> EN rNEER. T R III SUULA�T5HALL OT BE P�LAiM .ARTY'
<br /> DETAIL IO PIPE JOINT: U!4'xZL PILL; PRESSURE AND LPJMGE TEST ARE{
<br /> f
<br /> I i�� `���..... ...,, .'��•...«..■, DATE MAY 7 M8G
<br /> DESIGNED .� 1H ca ..��tH GaRpf ORANGE COUNTY
<br /> f WB �, � -t� • H IA Z E N AND SAWYER P C. H&S .�oB 3���
<br /> FL DRAWN 4 :dp�E �LSS PROFESSIONAL CORPORATION HILLSBOROUGH, NORTH CAROLINA FGf � A t IDGE _ NUMIRER
<br /> La �G`1'iCa -? KFG CIiECKED � S CONTRACT DRAWING
<br /> S I=1N L PPt�o�I L - - KF�
<br /> A, Zgr = ENGINEERS EFLAND-CHEEKS TOWNSHIP CROSS I ING BETA-1 LS NUMBER tiu��Ea
<br /> PAOJ. ENGR. •
<br /> 2 1ZE 6EEO PI~fz D .T. CvMM�I�ITs i- -tea KFC_ �ME�4 � = as ��`'
<br /> I I? bcJL�Tc� P a.l�.L- 11-i5-$ •••••.•GC'.•�; 'j'4~'••�.• q�'�►`` RALEIGH, NORTH CAROLINA
<br /> NO, ISSUED FOR DATE BY APPROVED C. ��+`'�� �� L L��•''� SANITARY SEWER FACILITIES SHEET If. OF 98
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