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HomeMy WebLinkAbout0014 L804 General Details.pdf5AND5YCNE VENEER 5EE ARGNITECZURAL SHEE75 E U ._ 3:-:.:•,a .*.� � SEE DETAIL b/L904 �WW�ENI.�ATREAACN .�INT� CAST STONE CAP. 5£E DETAIL Ob/L602. DAMPPROOFIAIG 6CA�Pi'S�E S5 ANG;OR AT 18° O.C. b"GMU �� 4 � > � w w N I2� GMU s� sN�r �zoi COFfiRAGTOR TO C�RDINATE DOWNSPOUi Uk.LECTIqd TNROUGN RE?AINING 8° GMU �-�- WITN LANDSGAPE ARCNITEGT 10° GMU � U SDIS�TU���D ° 4 . � n . . � .. a �.'r° a e. a O i . � ° a q �1� 8" 18° 8° a ---°— V � 34" � _ � f � _ �L'a � � . �' �� � Tap Q.C. 3<811 �pINT �(318' z t/4 OF 5LA6 TL4ICKNESS) �„ e' .. _ .. ,� .. _ Q „ } ~ � .° • ,°, ' �'..d �'.l . .. '. •.,. . ':. d . , ;e � �• ' �.: . ' . e. . ' � .. . � ••� . ,4 ' :'O�' •• .. �.' ' �a •' , • . • y �'.f . ' �,e • •.ei. ' a.' . , �' �¢a. '9d: ag• q� . s� . • . � . .r . .. . . , . .. .. . . . .. . . . . . • -• • �. . , p a., �r � .J . . . � ' ° e ' ° . . , . 'y ' ,+ , °' �; � "' , s ..y . . . , . . * • " ,'�. .t. . - - � ' . a . ' �9 . CV. � .✓��vs( p�` .e•h �e=� . .. �{,.��� � r ' � � . ;r ' . . _...I � ;._' TED GRAVEL BASE -�ox, wrirr+i.TED SU�GRADE .s°' � TOOLEE@ CONT�OL .k?lNT {in x va oF st�s -n+ie�raESS) .Y a,. s" • ' . m'°.s . s .. r .. a.. ' • . � � M, . �N; ' � . . F ° , '� n; ` _ . � a s .. ..ds: � . �n "..; � : �..,s,�.. �,< 4 '� a i '-},�y'°" . � . . r,_. i� i�'-� i� 4" COM�AGTED GRAVEL SASE 95% COM�AGTED SUBGRADE * �r * � +r +r • , � � ' SPL17 FAGE LIMFS70NE VENEER SEE ARCHI7ELTURAL PIANS. y * � :i L i!2" EXPANSION JOINT. i ` � ` SEE DETAIL 5lL804.� � i��� �; .. � � � a 9. .e, �� b •, . ya . .' .. + . '� ;.• '�'. 4a•' , ' .� . . ;:.a � . ' �� � `a . `a; . • et "� �C.�Ji__},��1 ",'- +��. • �t .l 4" GOMPAGTEp GRAVEL BASE �% GOMPAGTED SUBGRADE ....���'� �' `� i.� � � . if �i � . .'E . . . � i ��� � � _ E, _. _J �� 4� _.__..� � . t � ` � . ' i i. , {�E �� i ����� � � �� u`� .° � E� , . a �� �_ .__a_:e��. _ ___� ���GMU ,�, CONCRETE WALK AT WALL NOT TO SCALE 16° }" SLOPE TOWARDS MONOLITNIG WALL AND WALiC DRIP STOP �n ( Ib" STONE VENEER WALL : � 1. PREGAST GAP TO SE b° SEGTIONS 2. .IOINTS TO SE GROUTED AND SEALED 3. GORNERS TO .IOINED AT A 45' ANGLE 4. GONTR4GTOR TO SUSMIT SNOP DRAWINGS POR APPROVAL PRIOR TO PA6RIGATION. G S STONE GAP �ETAIL � NOT 70 SGALE � m � � —t§ � ��-� � i I j I � �� f � �_ —} � ��� t � �� . �� 8' GRADE ASPHALT ACCESS PATH = TACK COAT H.IA.A t-t%2" H.iA.A S.5 MAI. �1RFACE COURSE 9}/2' H.A.C. 92.5 MM INTERF9mIAlE MIXTURE 6° INDOT p''.>3 GRUSNED LIF9ESTONE AGGREGAIE SUBq?ADE PEk IND6T No. 207 IY V I I V JYl1lL MATCH IXISTING GRADE PROPOSED A9'HALT PAVEAIENT SURFA(� CWRSE / ;-�;r ,' � - .�------ PROFOSED HMA , � ,r ; PAYE1.IfNT SEC7IQN EXISIING ASPHALT � °� *` PAYEAIENT � �f�..��17y.�.�.�'�f m. - _. E�� I' i���_..! I�'��-�I���--�O,.,�/''�O,.._,/—�g,�/''� O CRUSH� LI� QNE � =�;I�E���Ir-��� �.��'I�-�!f( l�X ILX 1�X IC BASE EXI511NG SUBq?ADE ��;' NOTES: 1, MItL SURFACE 1' DEEP FOR 12' FROM SAWCUT EDGE TACK CAA7 ALL EXPOSED SURFACES AND OVERLAY W1TH 1S" OF ASPHALi1C SURFACE CONi1NU0US W1TH PROPOSED PAVEMEN7 SECiION. • r * ' * • � � f � .. . p � ,~., . �p'��` ..�.T�:� :'D �' . �.�6:�.� . ' .R'�. ' . : .. . 9 ' .' '. .p . . . a. p° tr a;� r" fi o�; ° Ce x r� � O c p E' Q e �� fl ��a G G o 4' t � Ly a �, tz O o r� s c. n a`� `> (J c� r�'' ,� o C� � O e 4�� a C c Q rs J y a r, r n F a o c 4° MlNIMUM CONGRETE 4" GOMPAGTED #53 GRAVEL BASE 95% GOMPAGTED SUBGRADE CONCRETE WALKWAY 3 NOT TO SGALE � .. :� � �., � . �. _ ,- . ' ]I i ��. { Y� �i y f �. ]p� � �rri ea�- - M� - .at rl� r ♦ � :"V� . . ..- , f 9!8° WIDE x P DEEP CONTROL JOINT � SAWCUT JOIN7. SEE LI01 FOR LOCA710N. GONGRETE ��"i'AI � NOT TO SCALE � 1I2" EXPANS(ON .181N7 WI7N PREMOLDED FILLER RECESSED i1211 FROM SURFACE. FILL RECESS WI7N NON-SNRINKING ALL-WEA7NER SEALAN7 (5(3NNEBORN SLI OR SIMILAR). FILLER (E.G. FIBER �OARD) ,�° ad�.. . � �a�a ,e�.c+aa ',��A.�• ��ra`..- ..� �,^ •e'...s.e ';v ;:. . �a ` .,: .� . .l�: . . . `. s.., • :• ,.�... �b . . ., *.y..•.' ��.. Y �..� ' •;q � • '�.'d. � . . • . ��. . �u. .. . ' .� . . . � e . f � . _ . . '1 . • EXPANSION JOINT� PJOT TO SGALE � 411 GOMPAC7ED GRAVEL BASE 95X GOMPAC7ED SU�GRADE � � � S W � .°������Q`F"�G �S ROS`S'c '�°Z•:',Q-�' RF.O'���. i � No, LAZO�0003� ; r STATE OF : di�y0s+� �NDIANP..�\� Dn7E; 0i.�33 1HI5 DRAWING AND 1HE IDEAS, DESIGNS AND CONCEPT5 CONTAINED NEREIN ARE 1HE E%CLUSIVE INTELLECNAL PROPERTY OF 1HE SCHNEIDER CORPORATION, AND ARE N0T TO 6E USED OR REPRODUCED, �N WHOLE OR IN PART, WI1H0�T 1HE NRIifEN CONSENT OF 1HE SCHNEIDER CORPORATION. QC COPYRIGHTED 6Y 1HE SCHNEfDER CORP.(2013) Schneider , THE SCHNEIDER CORPORATION I Historic Fort Harrison ', 8901 Otis Avenue i Indianapolis, IN 46 21 6-1 037 I Telephone: 317.826.7100 � Fax: 317.826.7200 I www.schneidercorp.com Architecture Civil Engineering GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering � � Q � � W °�-- U � �� �� LL �1— cn � Q �w �—� Q �Q� �� � oU n J 4J— � Q � � � A/ � U (A F- 4L �,( � �� �w � P Z U g � l.i: W � � Q DATE: PROdECT NO.: 7/25/13 4377.006 DRA4HN BY: CHECKED BY: ZB MK SHEET T11LE: GENERAL DETAILS DRAWING FlLES: SHEET NO.: ��