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7811 19TH DR SE 2015 Plans 2023-02-16
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7811 19TH DR SE 2015 Plans 2023-02-16
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Last modified
2/16/2023 1:30:42 PM
Creation date
11/5/2018 10:42:05 AM
Metadata
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Template:
Address Document
Street Name
19TH DR SE
Street Number
7811
Year
2015
Notes
ALPINE HEIGHTS NEW TOWNHOMES
Address Document Type
Plans
Imported From Microfiche
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�� <br /> z <br /> 0 <br /> g�� #4x24"x24" @ 18"o/c U <br /> �- '�` � WALL TO SLAB DOWELS J <br /> 1-1/2" � <br /> CLR / �4)-�6 CONT, �SxN 24�� @ EA VOID a o o �,Z—, z <br /> N � � �3) #4 CONT. � BLOCKOUT SHOW ON THE � a a J y <br /> " , � LID PLAN � � � a � <br /> 3 <br /> � ��� a d ;Q .. .::. .. . . . .. ... .. ... ..�... .. . . . .. � Li Li J <br /> .'. . . . .. . . . <br /> _ a n a . .. . . .. . . . . ..... .. . N Z Z <br /> O a . .. . . .. . Q � <br /> _ <br /> _a . . � � V V W V <br /> d V H H J <br /> a d '•'•' � � � � W ~ <br /> � PROVIDE 4" � � � �. .. . �. .�.�.�.�.�.�.-:... . ...:�.:�.�.�.. q � > > � cac <br /> � RIBBED PVC � � .. ...... .. �............. .. .. . ... ....•... � o <br /> a ' .. .. .. ... ..'.`�,... .. .. .. . .. ... . . .. . . .. . . . . � W � � � � <br /> � WATERSTOP � 2i_pn � > > > > o <br /> - � . �5 CONT. � cWc cWc c�c Z <br /> � — <br /> Q � - 8" THICK WALL REINF ' WALL VERT REINF TO � � � � � <br /> � � WITH �5@12"o/c HORZ, EXTEND 11" MIN. ABOVE � � � N � � <br /> � � PROVIDE �2) #5 @ TOP OF TOP OF WALL so � � � � � <br /> � WALL AS SHOWN. r o 0 0 0 <br /> � <br /> w \` � <br /> CELL DIVIDER Q, � #5 DOWEL @ 12"o/c � a $ <br /> �WALL 6EYOND ' ___ -- -- - 2u CLR I� ��� � z <br /> TYP \+/-1/4 ) L � <br /> u � �12" THICK VAULT a '�-- PROVIDE 4" RIBBED PVC � � <br /> PERIMETER WALL @ 16" THICK VAULT _ WATERSTOP � � o <br /> CELLS 1 & 3 ; PERIMETER WALL '� : ; � w q��- <br /> i @ CELL 2 SUMP � ; Y � � w <br /> i _ w � <br /> ' � z <br /> � � � � rn � � i Y ' ° Rj`�� <br /> d Q � _'".` � I � � � W � W <br /> d C � <br /> a a a , ��, 3 �ETAIL ... � � � � <br /> . a a a ; <br /> a � - - 12)-#5 CONT, 0 a 3 <br /> o a i 8 y /� ,1 II_ I_ II {`� l(1� <br /> � a n a �d � i �� — 45CZT����C �� SCALE 1 -1 0 O � � v <br /> a I W <br /> I � � <br /> d o a i 21_QII Q � <br /> L � 2i_On ° a� � <br /> a <br /> � <br /> � a � �y <br /> ' SEE WALL SCH. <br /> FOR TYP WALL f��?' ��` �, K <br /> ----------,\\\ � S L A � S T� I i REINF � `� �s <br /> 2�� CLR �� VERT & HORZ 7 P � <br /> , �� � <br /> --------- - � : <br /> T 54 SCALE 1"=1'-0" I %T MATCH WALL�VERT ~ o <br /> THICKEN FTG — � ,. � REINF SPACING. � �� �� W <br /> @ STEP i - Pvc ws see �is2 Fscr�A��4FNo`�G�?� <br /> � � / S�ONA� E� <br /> �3)-#5 VERT. -- ; �" � GRADE SLAB REINF <br /> �. � � SEE FND PLAN <br /> � <br /> � <br /> � <br /> � ' --(31-�`5 CONT. <br /> � (3)-#5 I <br /> DOWELS ; g�� ,' Z <br /> � ' � � <br /> GRADE SLA6 � � ' <br /> o� & FTG @ T � <br /> �� CELL 2 SUMP = � <br /> Z <br /> SEE WALL SCHEDULE FOR � Q � <br /> �� TYP WALL REINF, { 10'� #5�1a��o/c ' � <br /> 3�_0,� z a <br /> � - � o � <br /> 6 �TG STEp @ pERIMETER WALL = � <br /> , S4 SCALE 314"=1'-0" �- � Z <br /> � #4x24'�x24° @ ,8��0,� 4 �OOTING DETAIL W � <br /> WALL TO SLAB DOWELS S4 SCALE 3/4"=1'_0" = Q <br /> 1-1/2" <br /> CLR � , W <br /> - � ! '� �3) �4 CONT. � <br /> CELL DIVIDER � �' � � � � W <br /> � WALL � � � <br /> � 10�� a Q � <br /> ' � 3 <br /> � PROVIDE 4" RIBBED P",�--- I � <br /> � <br /> i WATERSTOP —�'�`�- � W <br /> - - ----- 2�-0° � — #5x48" @ 16"o/c � � <br /> /f � <br /> � � � <br /> � WALL PRESSURE RELIEF � <br /> i i� w VALVE. SET I.E. OF _ � <br /> � 2-� l. _ � VALVE 6" ABOVE FTG. — 8" THICK WALL REINF o � #5 x24"x24" CORNER � <br /> �- SEE FND. PLANS FOR WITH �5@12"o/c HORZ. �, BARS TO MATCH HORZ <br /> � VALVE LOCATIONS. PROVIDE �2) �5 @ TOP OF WALL REINF TYP <br /> { �- � ' � �� THICKENED EDGE `�' \ <br /> � `��'��`� , � � WALL AS SHOWN, / <br /> � ` o @ UPPER SLAB � ` <br /> �� � � SEE 2/S4 \ �� � • <br /> � a �5 DOWEL @ 12 o/c _ <br /> a , � <br /> d <br /> r THICKEN FTG ° a� ° a° a a c a = • <br /> @ STEP � ° 131-#5 CONT. � <br /> 6 I a° b � PROVIDE 4" RIBBED PVC N <br /> a � q a � WATERSTOP � <br /> Q _ _ _ STEM WALL @ � PROVIDE �5 VERT AT � <br /> - 131-#5 VERT, °j --- SUMP - � a <br /> � a a a �-- DOWEL AS SHOWN, FTG <br /> � ; d d ° `� f ° TO WALL DOWELS ARE ,rj,� <br /> � e � � � � o W � NOT REQUIRED AT THESE 0 <br /> 13)-#s —� � � ^ °' _ � VERT BARS, <br /> � a ° d <br /> DOWELS ; ° °a <br /> a _ � _ <br /> GRADE SLA� ° <br /> � �� _ _. <br /> � p CELLG2 SUMP 1-7 ��� ����o��P�����- — I_ �_ <br /> � 3'-1 �'S i i �'�` <br /> PUELIC StR CES ��T` ���� �/-� <br /> , - SHEET: <br /> _ , �-�����`NORKS ��_q.0 <br /> r ORAINAGE .7�� .�ifMENT <br /> �4iOS! _ ._ �-�. ----.-' <br /> � A PU6LfC WOF2KS rCRMiT IS RFf)U!R�ilPR10R <br /> � �T G 5 T E p@ C E L L n I V I n E R W A L L 2 S L A � S T� p ��TM�� �NEER To ���iR fiNC A!v�' C��NGTRU..����N .,N TH� <br /> L"' " pROJECT. APPRC`YAL T HI� rtOJEGT IS 5 WA L L C 0 R N E R R E I N�0 R C I N G <br /> CONDITIONAL PE C�.RRE�vT STANDARDS OF 4 <br /> S4 SCALE 3/4u_��_�n S4 SCALE 1n=1�_�u �� _„ MlT S4 ��_ �_ u <br /> FOR CONSTRUCTION HAS BEEh ISSUED SCALE 3/4 —1 0 <br /> S-14-076 <br /> � � ��. <br /> i <br />
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