|
° I��o �D� ��- �
<br /> . , � o �J oi� o � o !� , - .
<br /> Q � I� OI�
<br /> o �Z o �� � !� � �� �i3
<br /> 'zc� a z �o I�
<br /> �, I Z z
<br /> w
<br /> imm �W m w
<br /> I � I � �BUTT TO BUILDING
<br /> FOUNDATION WALL
<br /> -T/W EL = 200.00 T/W EL = 200.00-,
<br /> 202.00--,, '!F/G EL = 198.00 � F/G EL = 196.00 � F/G EL = 196.00 ��
<br /> �'- / � r-- F/G EL = 194.00 '�� � 202.00
<br /> Z 200.00-j �' � 200.00 Z
<br /> /
<br /> � 198.00-; ------ �-- -------------------�' ; ' - F/G EL = 194.50 O
<br /> � 196.OQ� -- .-______ // ! F/G EL = 194.50-� 196.00 Q
<br /> i
<br /> W 194.00- 11 ` � `---:-� -------�------------ ;- 194.00 W
<br /> J �
<br /> w 190.00 1'-B/W EL = 196.00 \� B/W EL = 194.00-' // \ �B/W EL = 193.50--� � �92.00 W
<br /> �- B/W EL = 194.00 B/W EL = 192.OQ--% - FINISHED GRADE AT BOTTOM OF yyq�� �9Q�00
<br /> REINFORCEMENT � GRAVITY 'NALL
<br /> DEPTH (FEET) ' (BOULDER WALL - 15' SETBACK)
<br /> DISTA�ONG , � � � � � � � ; � � � � � � � � � � ,
<br /> WALL FEET ; ' ' ,I ' , i ' ' i � i i � � i � � � � � I � � ;
<br /> � ) � , � , �
<br /> 0 10 20 30 40 SO 60 70 80 85.00
<br /> WA�L 1 - FRONT FACE ELEVATiON
<br /> ��--� C (n O�(/) O'(n O ln(n O J
<br /> � I Q C � O I� O � O �� O Q
<br /> � � O � O�O N pQ � QppQ �j 3
<br /> Z �� i� � �� 0
<br /> i� IZ O Z �i�Z Z
<br /> m IC� i? '� jZ� W
<br /> �m m �m '�
<br /> `� , � j ' � BUTT TO BUILDING
<br /> FOUNpATiON WA�L
<br /> GENERAL NOTES�' ' �T�W EL = 193.00 T�w EL = 194.50-�
<br /> 1. THE WALLS ARE TO BE CO�l.5.IE2U� WITH OULDERS AS PER THE 196.0� i T/W EL = 18�;.00 / -T/W EL = 194.00
<br /> DESIGN REOUIREMENTS.�EE SHEET t 6 194,0� � ��F/G E� = 1 86.00; � �SEE NOTE 4 �`� - 196.00
<br /> 2, THE MINIMUM EMBEDMENT AT THE BASE OF WALLS VARY FROM 1.0� Z x ,;< , ' " ; v � '; �, �- 194.p0 Z
<br /> 192.00 � � ,�_., � < ,�.� .; '� �:,EL��= 189 00 „�_
<br /> TO 2.0'. THE BOTTOM OF WALL ELEVATIONS SHOWN ON THE � � � �-- F/G EL 187,50 ,. �� ,� ,,.� ' � . ; �92 pp �
<br /> � ~VATION PLAN REPRESENTS THE MINIMUM EMBEDMENT REQUIREMENT. f- 190.00 � ' r- F/G EL = 188.5a/'
<br /> �_ Q � � � � �; �� \F/G EL t 88 00� �
<br /> � 188.00 190.00 Q
<br /> �3. A GEOTEXTILE FABR�C l5 TO BE PIACED AT THE BOULDER WALL & ' � ' � =�� -- l-�= - -- - � `.- �c : �
<br /> W I __.i.---�-- �. x . ' Y `�` t$8.00 >
<br /> BUILDING FOUNDATION WALL ABUTMENTS. OVERLAP THE BUTT JOINTS J 186,00 -J ---` � �, � ` '- 186.00 J
<br /> 12" WITH FABRIC IN EITHER DIRECTION TO PREVENT THE COREFILL w �g4,00 --� �
<br /> AND BACKFILL FROM MIGRATING THROUGH THE BUTT JOINT. ! � I' `,, � 1` B/W cL = 187.50-� � �84.00 w
<br /> 4. BOULDER DEPTHS IN NATCHED LOCATIONS AR� TO BE BASED ON A ��2'00 � �'� �, � B/�' EL = 186.50 ''� '
<br /> � 'i \ -B/W EL = 187.00 � ��2.00
<br /> TOP OF WALL ELEVATION OF EL = 200.00 (WHICH IS EQUIVALENT - FiNISHED GRADE AT BOTTOM OF WALL
<br /> TO THE OVERA�L HEiGHT OF BOTH WALLS. ,/ '-B/W EL = 185.00 '`B/W EL = 186.1 7
<br /> ._�� !�, � "� �`�d '�o%��`� ��'�� �� �'" ' REINFORCEMENT ' GRAVITY WA�L
<br /> �F.
<br /> ..��t �o�`.��' ���'�..E, �6'B�"�!1' ��9�°��° d�"'. N DEPTH (FEET) -
<br /> (BOULDER WALL - 15' SETBACK)
<br /> � c�3��'n'�.�� D� °�j�J y-��S1� �����=�'���:y� DIST ALONG � � . , - � ; , � � � ; � � i � �
<br /> � WALL (FEET) ' , ; � �� � � �� � . � � � �, � � � . i
<br /> ��-a-�. � �� : � , ,
<br /> �;� ��s����b � s � �� ��
<br /> 0 1 u 20 30 40 SO 57.00
<br /> ���� ; `������ -� �-:''��� WA�L 2 - FRONT FACE ELEVATION
<br /> �PvRIG 'V.�._ � „T�GP._ �ROt)o
<br /> � � CIVIL SOLUTIONS GROUP. LLC �° °°�� �ev1$1On �` �`�P� �� �r°`_ � _ „ �
<br /> 3 Reg:s;rot�on Nc.
<br /> �`�S THE ROSS REjIDENC� 25493 �' �'-` ` � c
<br /> �200 nUMBOLD- AVENUE SOUTr', �J1-� 100 =r�" , J�` �'�,°� "D °� `"°c
<br /> �/ BLOOMING I�N. MN �J�-'I �0' ORONO, MN ;o_ ,�c J�m a�iy �se,.� = s orre a�eer n _. .. _ ows
<br /> �!-IONE: (9�2i ?9L-L�,�,� � �� _ � 06-19� -t e iM� n�s„
<br /> li'�e: � � ��
<br /> . �AX (952? 29�-�..�9� r�,- -� o�aw�� ,� �f '`-�,��' _l� �
<br /> NlALL I & 2 EL�VA ! �ONS '� � ` �=
<br /> � MIKE�C'V'LSOLL;TIONSvRCUP.COM i '0 .MA�Y 06 3 ' . -__
<br /> `n���-oe° -. �r.�so. -.-
<br />
|