5700 23RD DR W 2017 Plans 2023-02-24 (2)

SEGOND Pd1R FIRST t'OUR PROVIDE GLEAN 5URFAGE PRIOR VERT.Y�IALL REINF. GORNER BARS TO STD.HOOK AT GORt�R BARS TO TD�� Np„UA.N. � r+�rc►+�ioR am oF iNsive r�nnru+cRoss wA,u. oF coNcr� � = REII��ORGIN6 SPLIGE AND HORIZ.REIi�. HORIZ.REINF. HORIZ.REINF. HORIZ.N4U1.REINF,T1'P. 3�3� � � � � I�, `� lPOR 6RADE 60,IRJGOATED 6AR5,NORMAL N�16kT GONGREIF� m 9S av�maaai. �� v�r.en� tt�.coRr� d � MiNir�u�srnni�r�o�rar�TM r-oR a,�s iN�siora lLd) ° �� BAR � f'c=9000 P51 P'c=4000 P51 u- �� BAR B,4R FIORIZ LAP SPLIGE SIZE TOP BARS 0'f}�BARS 512E TOP BARS Oh6L BAR�i �,� GRO�'.fi WALL ��A 12'LON6 KEY e 24'O.G. •3 21' Ib' �3 I8' 14' 4? �] �I (2 RANS OF KEYS YV�ERE 12d UAN. a 4 28' 22' N 4 25' 19' Q iS� EI�BAR(1'9 NIALL IS THIGK92 THAN 187 •5 'Jh' 27' �5 31' 24' Y�'�'.1�INT w/ b MIN. x b `�' �' �6 8'i' 28' � SEALANT EA.FAGE D2=bd FOR�3 TO�8 � r— �1 62' 48' N 7 54' 42' D2=Sd FOR x9 TO yl I x 8 71' 55' •8 62' 4'I' I. PROVIDE CANSTRUGTION JOINT o 60'-0'MAX �9 80' 62' %9 70' 54' �K' RI� � � D2=IAd FOR�14 t�18 � � 2.LOGATION AND DETAIL OF JOINT5 SHALL BE APPROVEp 81' %10 q0' '10' �10 ?8' 60' �� ARGH�TEGT PRIOR TD GON5TRUGTIN6 FORMS OR PLP�GIN6 GONGRETE. �II 100' 77' M II 8Y 6'1' SPLIGES t DEVEI.OPMENT �_�� LE?I6TH5 �� 3.5�ARLH.DW6.FOR WA7ERPRDOFIN6 DETAILS. d=DIAME'fER OF BAR �� •�'BARS',4RE HORIZONTAL BARS w/MORE THAN 12'D�1}I OF GONGRETE ��it� 4.ALI6N WALL JOINT w/FOOT'IN6 JpINT. GAST B�OW THEM.IF GLEAR GONGRETE GOVER IS NOT 6REAT8t THAN THE AT GOIk�l1�MNlb Ib0'IrYb �� x.N.E rblE � 7YFl�iAL MNLL.CM� 5u��tat � MK�AL��R�r76 x.H.�Hort 3 D7}{p,N�2 g DI�At�TERS,THQ�1 VALUES SHALL BE INGREA5ED IB'f 50SK. � E 0 ai !�'x I�y'PR�'MOLDED �� MINIhUM GLaSS�'LAP SPLIGE LEN67F!FOR BARS IN TENSION(Lb) �� c o a� D 15H f'c=9000 P51 P'c=4000 P51 �N�r GONT.MASTIG JOINT STRIP. BAR BAR ¢°'� ` (.101NT MAY BE SAYi-GUT ADD(?J�5 ►�IN. 3'-0'MIN. AT GONTRPGTORS OPTtON) DIA6.IN WALL � X'�� FIRST POUR 51ZE TOP BARS 01}fR BAlZS Slg TOP BARS OT}ER BARS U�N N � . . . . r-oR sruc�s a «s �e� sr •� 2a� ie� N ��, � •:� ..�: � DENFJ..OPhiBJT N 4 3't' 28' •4 32' 25° �W v � �,7H5 HORIZ.LAP p o� a 0 e � �o PROVIDE GONIROL OR . . . . . � . . Il�i5c714'GONT.KEY 5 '�� 5 '10� 91' '0° C�ON5TRJIGTION JOINTS TO . -� . SPLIGE PER 11/58A •6 5G� q3• •6 48' 9T BREAK UP SI.AB-0N-6RP�DE . . . '' � �� #7 81' 62' �? ?0' 54' �.�( INTO SGtiJARE OR REGTAN6ULAR ' � ��'N •8 93' '11' •8 80' 62' � S E G O M D P O U R F I R S T P O U R �.T��TIO OF LON6 TO Q • ' . �� . �9 104' 80' M 9 90' ?0' SIiORT SIDE DIM�NSION SHAL.L ' � � • s�� • . . M 10 118' 90' �10 102' '18' s�.,qe n�ic�ss �rm.aiNr raor�cc�v is.ra ncure ... .. . . . ,�'�. 4'� . . . � «u isr ioo� s n us� e-�� nr�s.rtaxihur�t.�oixr �� AND REINFORGIN6 5P�IN6 SHALL NOT EXGEF�'rb D=FT6.DEPTH PBt PLAN(TYP) GONTINIE REINF. —L BARS TO � 'TOP BARS'IN BEAMS ARE HORIZONTAL BARS w/MORE THAN 12'DEPT1i OF GONGRETE THWI JOINT TM��T� M,e,T�{F00T1� . �� GAST BBAW T1gM,IF GLEAR GONGREIE GOVtR 15 NOT 6REAT92 THAN THE SHALL SUBMIT JO�NT LAYOUi ��NF�� • � DIAMETB2 OF THE BAR OR THE GEN7ER TO GENTER SPAGIN6 15 NOT 6REA7ER PLAN TO,4RGHITEGT '' " ' ' " THAN 2 BAR DIAh�TERS,THEN VALUES SHALL BE INGREA,SED HY 50SK. � � t � FOR APPROJAI-. LINE OF EXGAVATION AS o ., 0 51EEf A5 P05518LE.FAGE f] REINF.P92 PLAN FOR STANDARD END HOOKS �L..�1 o•, � e .w OF STEPS`.�1ALL BE GAST III MINIMIM B�EDh�JT L.EN6TH5 AbAINST UNDISTIJRBED EARTN. P'c=3000 P51 1'c=4000 P51 IF EXGAVATION ERODES, Lb FppT�Nue ANp Lb PER PL45TIG VAPOR BARRIER AND SGHEi7�A.E GOMPAGTED 6RANd.AR FILL �FIpLLO71N6 15 G�T� �' REINFflRGIN6 �Fppn�, SIZE SARS 512E BARS (NFEf2E OGCLRSJ ��'�`N JOINT W/WALL JOINT BAR ALI- BAR ALL �� •3 6' �3 6' nrnr�xx�s�ar�oe.ioMra �� 5 T�s��rmroanw �,� 6 rn�r.v.�+a�wx�ceuu�. '�"�"°"� � �b �� :b ia � �' �� #' �� Q U A N T U M �8 15' •8 13' �q �� q �rj� COMfULTIN6 EMfiIMEEl15 �t0 19' �10 I'i' ��' A 10'-O'MINMIN. �II 22' �II 19� 1511 THIRD AVENUE GONGRETE WALL GONGRETE WALL DO NOT PA55 PIPeS P�PLAN TM�117HIs AREA su�� 1� senrr�,wn 9eioi PIPE SL�VE PB2 MIN.!�'SPAGE BAGKFILL PER FINISH 6RPrDE IF 51DE GOVL�2 IS NOT EC�IAL TO OR 6REATBi THAN Zly AND/OR TE� 2os.s�/.�oo � MAX.Yi'SPAGE 6EOTEGHNIGAL @JbR BJD GOV82 FOR FIOOICS 15 NOT EQUAL TO OR 6REAT�2 THAN 2', Fnx zo6.��.3soi (PAGK WITH MORTAR = PIPE 5L�VE5 rt5 THBd YALIlES 5NALL BE INGREA5ED BY 43%. www.yueMumce.com PER ARGN1 � � REQ'D PBi 9i53A � �.� __ � Z �� MINIMIM 5TR416HT DEVELOPMENT V MINIMUPI LAP SPLIGE LEN6TH5 m Q TYPIGAL �6� � � LENb7H FOR BARS iN GOMPREISS�IO1N FOR BARS IN GOMPRE5510N(Ly�J P I P E O R G O N W I T F O O T I N 6 �\\ I I '-d�/ ��' � p2'0 MAX) f'c=9 0 0 0 P 5 1 f'c=4 0 0 0 ( �0 0 0 i m (~/� _ I'-b' �'H 4000 P51 E Z o tn ----- �� EXGAVATION,TYP, o � 0 � � MIN. = Q, ¢ POINT MORTAR OR m � ----- � GOMPAGTED FILL B'°'R ALl- BAR ALL BAR ALL m U 'J �p o � 51ZE BARS 51ZE BARS 51ZE BARS c� W � w F- W � PRO+/IDE GAULKIN6 _ ----- BOTTOM OF EXGAVATION SHALL Z � PER 6EOTEGHNIGAL o � Q �� f- � NOT EXTETQ)BELOW THIS LINE EN6R,(qp� � PEt ARGH. � d T}NGKEt�D � \� , DEN5ITY MIN) 3 8' �3 8' *3 12' r Q n- w= � R � p' b'MIN. FOOTIN6 •4 II' �4 9' �4 15' cn = } �a z �. *5 14' �5 12' •5 19` � = W ❑� o ' 2'-0'MIN. �b Ib' �6 14' �6 23' � � 0 �� Q � � �1 19" #'1 17' M7 �' Nw � I. 6'DIA.SL�VE5 AND SMALLBt:SGI�DULE 40 5T�.PIPE 3 � Q � � OR SGHF�ULE 60 WG PIf'E. •8 22' •8 19' �b 30� � � U o W N � t �e� �e 1� �9 25' N 9 21' 7�4 34' ¢ Z Q �w � 2. 8'DIA.SL�VE AND LARbER:14'THIGK STffi.PIPE(MIN�. � GONTRAGTOR 51fALL BE RE5POt151BLE FOR �10 28' �10 24' �10 38' - 3. ST�.PIPE SFIALL 8E HOT DIP 6ALVANIZ�. P��R� PROTEGTIN6 THE 51DE5 OF T}�EXGAVATION FROM �11 31' �II 2l' M II 42' Drawing: R 4. SL�VE MA�Y BE OMITTED IF HOIF 15 GORE DRILLFD.CORE GAVE-IN UN71L ALL BAGKFILL IS GOMPLETF�. '� DR�LL�N6�5 S�GT TO EN6�N�5 APPR0I,AL. �-(N�5K�0, S 3.0 � rnx�.x�e�sr�u.n„on nwi wv.� �� q rerw.nre MsrKu„oe Aaeoia��e m roo,w �� p ,�.,�or.w�,ai��ta.m roo,w �� ,�.�ucex+mur �� m�, 16411.01