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<br /> 9 W2
<br /> Wz lO 10 1❑
<br /> W2 W2 W7.
<br /> OU'SID� FiA�IUS -
<br /> �� U
<br /> 4 �;"rc. o+i2 Tc ��'a„�ae o� �� j���. �; N
<br /> e �_ �� �
<br /> 47 � o� o°. �`
<br /> 4 45.20 a5.20 45.2C 45.20 45.20 45.2C� 6 4 5 J [�
<br /> 4 �_"_'�_""_____4�.45 ___________'_""'___ ___"'____________ '__4 .4� 2 4142.aC Ge",2� 42.20 4 .�0 `� wn ne�„�rs w 47 47.20 47,2C P 7.2C 47,20� B�;s:� � N
<br /> 5
<br /> 4 ----- 4
<br /> 4 4�.95 -t345 ___'_ 3 wn 2
<br /> �_neurs
<br /> 4 4 os __ - F - wFLi.nBUis ExiS�iNG S1auC�URE
<br /> '2 On SN.�; '
<br /> 41 a1.95 � 1 xAu�1 _ 0 `_ ��_ 4 _ _ 6 A 1�w1 �
<br /> 4 h w 0 3 39 4 5.9a5a5 �� ' _ 5 �•1
<br /> a a a a a a s a a a a a a 3 3B 44 °� 4 �"� Q
<br /> 0 0 0 0 0 0 0 0 0 0 0 0 0 37 - - 37 4 _w �A�____ - - 3
<br /> . . . l Y
<br /> � o {P O N � w� aB�� aL -
<br /> o ui n o uNi o u 3 __________ 36 a245 ___ 2 � Z
<br /> - ____ 35 r.9.= _
<br /> r ___GO4___ " _ � O �
<br /> I1 1
<br /> 3 ___ "_�<.t�___ _.._„ 34 � wna naur�.wn��� - 0 F W
<br /> WELLINGTON WALL- ELEVATION VIEW 3 '3-9� 33 3 _ 39 � W Z
<br /> 7 WALL 1 (MAXIMUM BEARING PRE55URE = 4O0 PSF) 3 32 3 8 Z �;
<br /> WZ (SCALE: 7'=5'-O"1 3�, y, �n y�� 37 ' 7 W Z J
<br /> a v�
<br /> ti � _
<br /> a a a a a a 3 _ 6 � c �
<br /> e o 0 0 0 0 3 �________________"'_______ 5 G
<br /> o �n � �n o ,r^ii 34 3S 9` 34 Q
<br /> Relnforcenent Lepend WELLINGTON WALL - ELEVATICIN VIEW 3 33 7 '�
<br /> �� N
<br /> 2%T Mlrnfl Mlrnprid 2X7 �2 WqLL 2 (MAXIMUM BEARING PRE55URE = 1�OOO P5F) 3 �' y y �' h �2 - j ]
<br /> Panel Geonetry W2 (SCa�E: i"=5'-O"1 a a a a a a a J �`
<br /> Panel No. Top elev. Hase Elev. Left Stn. Rlght Stn. Vldth In Blocks o 0 0 0 0 0 � W U
<br /> 1 4520 13.95 0.00 3.70 2.50 $ �n o �^ o � m 0 U J
<br /> 2 45.20 43.45 3.70 8.14 3.00 Z `� J
<br /> 3 s5zo a2.95 e.lt Ia.05 a.00 WELLINGTDN WALL - ELEVATION VIEW� � Q � C7
<br /> Relnforcenent Le ntl
<br /> 4 45.20 42.45 14.05 39.9a 17.so � 3 WALL 3 (MAXIMUM BEARING PRESSLJRE = 7,40❑ PSF) � � � Z
<br /> 2X7 Nlrafl Mlrngrid 2XT W2 (SCALE: 1"=5�-O'7 � �Q Q
<br /> 5 /5.20 41.95 39.94 50.29 7.00 N
<br /> 6 45.20 42.45 50.29 56.21 �.00 Pcnet Geonetry W
<br /> Pnnel No. Top elev. Bnse Elev. Left Stn. Rlpht Stn. Vldth In Hlocks W � W
<br /> 1 4220 33.95 0.00 222 1.50 Relnforcenent LeBentl � = l� Z
<br /> 2 42.20 3�.45 2.22 8.14 4.00 2XT Mlrnfi Mirngrid 2%7 � � �
<br /> 3 42.20 34.95 6.14 1l.OS 4.00 ponel Geonetry a � � Z
<br /> 4 42.20 35.45 14.05 22.19 5.50 punet No. Top elev. Hnse Elev. Left Stn. Rlgh{ Stn. Vldth In Blocks W
<br /> 1 47.20 45.95 0.00 1.�8 I.00 � � (V }
<br /> ' ��- 2 4720 45.45 1.18 3J0 1.50 W Q
<br /> i � � ' 3 17.20 44.95 370 7.40 2.50 rn l0 � 2
<br /> i 4 47.20 42.45 7.40 10.35 2.00 V .,. [�
<br /> � 5 4720 IL95 10.35 13.31 2.00
<br /> = � y__ 6 4720 41A5 13.31 14J9 1.00 _
<br /> � ! � 7 47,20 34.95 14J9 26.iJ 9.00
<br /> � �
<br /> I � � T C \, � Geogroups
<br /> � �..��V� '�� /� ���� Group Luyer Length(fi)
<br /> ���/// � A All 5.50
<br /> � 10.00
<br /> ��i;J ��-�� , H All _ '
<br /> i `! I �d ��
<br /> ��ti'wiiN uM �E,�,� Nii
<br /> EXIEND CEOSVNTHEfiC REirvGORCEMENT -
<br /> WELLINGTON WALL �c wirNir� ���o�rnE�owea a�ock vnc�� -o�a =
<br /> �4�ISOMETRIC BLOCK VIEWS rEao `�
<br /> WZ INOTT❑ SCALE) i _9E;
<br /> 9"MINiIAUN �, _ I _
<br /> rrviSHE,r, �--REiN�ORCEMEN'LEM1'�i�. I � ..
<br /> �cruo-� . I WELLINGTON WALL '� � � , i� � � � , ' v.
<br /> \ c�osYN :REwroacEMEN� I 7 REINFORCEMENT CONNECTION n.,».. . ,,,�,,,,,,�,,,,,,,,F,,,,,, ,,,,�,� �,..,�.�, " . .o-
<br /> -� .. �
<br /> -�' W�L (NOTTO SCALE) � /� � ��I
<br /> �
<br /> }1 �� I Z
<br /> I '-F"u�N u COMPACTED � ._- �.�u'�`. � I li I� �I I I�
<br /> GRqH�_n,v_EVELNG PAD `L � '^ �.
<br /> �
<br /> Yl
<br /> I . . I Q li ''�
<br /> ue wi�.r o�weaszwc � �` �.:.r az^�. �`,.:��,. �� I . -� � I,
<br /> wos � �
<br /> � Ge=DEPTrv OG ExCnvni ON ."Dia.DRniN ii�E '�I � I I I I Y .
<br /> .:.,,:, .,._� .»,�..,,�«,� J
<br /> �=LENGTH OF GEOSvrvinEiir REiNFORCEMENT (-'.-vAR�ES) I � � Z I I.
<br /> I wa�_ (z�oe) � _ _.,.�„�„- ' I � ' , Q II O i i I
<br /> . � 1 � r
<br /> = - »��_- �_ __ . ; ; 3 W , �
<br /> aeMw�aoenon c� t WELLINGTON WALL - ' ,n Z
<br /> ADJACENT UN1i5 l0 ALLOW / �DAVLIGM'DRAin y Z I I,
<br /> WELLINGTON WALL oanin n:�,Haauc�.vnce- rnaouc�wAu � �0�90-DEGREE OUTSIDE CORNER W/ GRID WELLINGTON WAL Z I
<br /> S 1:1 EXCAVATION OVERSIZING onvuc�r oauN n.e z'cu�-ii- W2 (NOT T❑ SCALE) , L � W �F � I ��..
<br /> iHROUGN WALL
<br /> W2 (SCALE: 3/B"=1�-0°) ` 1 2 W A L L A B L J T T I N G E X I 5 T I N G S T R L J C T U R E Z U F I I i I
<br /> I % I I I I I I I��o couRsc.aw�cw.o� W2 ISCALE: 3/6�=1'-0"� LQ Z
<br /> �INISHED GRADE 15T COURSE RBOVE GRA�C r W �' II I
<br /> i SiD:CURV �
<br /> I 1ST COURS�BELOW GRAD= � W 0 °� I ��.
<br /> sPaCi�uFG vnRiES TOP � N W m
<br /> .�- (SC .M , ' J W � �
<br /> SP�iI fACC AHD�NL Q � � �I� I �
<br /> / GP BLOCk� F -I I
<br /> WELLINGTON WALL �
<br /> �EV� 8 DAYLIGHT DRAINTILE THROUGH WALL ,� � _. Z Z �� . I
<br /> �N�p FPp k � W � � p� I
<br /> AD�R_ A��M41r W�L INOTT❑ SCALEI wnLLfnCr . . . -�-r/-rl� � � I I
<br /> 4�,�\ M�S 0` \�'uiiea�'3r.�t FC=j//�\j/\��\�' Z p�. �
<br /> E �//��/.��/��.�/�/�V�`/ � � I I
<br /> KC 11 NC_5 O�EE\y\\\ V' Z
<br /> ^`�ntioti � n�wnr=snR�.aavti�wA�.�ao�1���ow�s�e�evn�oN_ ��/p ccaccnrE%��i��Jv 11� W ��y� �� � .
<br /> I 2. IAVOIIi CAPS PROR i0 USNG nDNESVE B�OCK� i /3 /�� EE/\�/\/� N � �y �f I
<br /> , " FirvISnEDGRpDE� ����\��\����v ❑I�
<br /> � r. ,d, J. CUl CNPS TO Fi. VAROUS COMBNATIONS 0�LONG NND SHOR' � 0 .DRAN TLC(E. qRIFS) J Z I
<br /> G�P FAGES WLL BE NECESShRr FOR RR�ii GREATER iHAN THE i// // /V� �y' O I I p
<br /> E � ,. ��H Muu. ���I�i��� i �xtt,a �� � � i� �
<br /> �/�,//\ W m�
<br /> E-�N�'�a�MPpCT� I � 1. ATERNATE SHDRT ANO LONG CAP FACES EVERT O1HER CPP TO �\\�/ j/��/// N I I V m
<br /> GR/J`U�pAV _ : µ•� 7 ACHE�A STRAGH'ROW OF CRPS. W p I p -I N
<br /> LEVE��H '- ". � �� - ���u��. ' �6"MNMUN COMPA�TE:, � ? � �I�I O
<br /> e:.,
<br /> �ii \
<br /> 5 VSC ExiEROR-GRAD_CONSiRUCTiON nDnE51VE TO SECURE GPS. �If I�-
<br /> NA1NE SO�L- �'�\ I �wn�nm. I . RANu��aa BnS� � _
<br /> �. a
<br /> �� � G
<br /> T � _ , ,� _ E�E���Pa�� o IIZ
<br /> W o
<br /> �WELLINGTON WALL J � .,,, „ ' � 11 CAP 6LOCK DESIGN DETAILS WELLINGTON WALL a Q mlWl?I�
<br /> 6 TYPICAL BASE PREPARATION � - " 1 3 TYPICAL DETAIL I� ;I> o .
<br /> �NOT T❑ SCALE) a W I a
<br /> WZ (NOTT❑ SCALE) '.� . L-.:.����.N W2 ISCALE: 3/B°=1�-O"1 � 0 ¢ a�0
<br /> WELLINGTON WALL I oF
<br /> 9 ❑UTSIDE CLJRVE W/ GRID S HWZ �I Z
<br /> W�L (NOTT❑ SCALEI
<br /> WALL
<br /> ELEVATIONS
<br />
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