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_— <br /> o � <br /> � -- ----- --___ _— --- __ _ - -- -- <br /> ---- <br /> ---- <br /> ---- � <br /> CONCRETE CAP W�LL NOT BE REOUIRED ` <br /> PO5T5 SHAI.L BE SEf IN CONCREfE SEE RNLIHG DETAIL �' 'o� <br /> 4S <br /> NOlE 9�` Y 3 <br /> NO7E 1 CONCRETE GP WILL NOT BE REOUIRED � _ � <br /> \ 2 PO515 Sf44LL BE SEf IN CONCREfE SEE RAIL�NC DEfAIL � <br /> I c W <br /> . " ... .� . ,�.: <br /> •... �. ;. .. ........_.::� F <br /> , p l � <br /> NOTE 3 �'...., a.,a�a� " : '_.. <br /> � / � <br /> �°a°�°a :'.r..� f- ^ <br /> b .....`Q' aaa.aa .. \ � <br /> x . �. ... a�a�a pp = �"�:'� .. <br /> '�� � ����a N07E Z �'� ; •• <br /> rv . " � •�,� ; : <br /> ,-; <br /> I <br /> .. <br /> v <br /> W �_. . _......... �. ....:... . <br /> ...:' <br /> : Q......... `I ; .. <br /> _ ..'-•__ � -.:..�°aa� NOTE 6 1- ` ..� ��.�� NOTE 8 � '...�o�a�a {{ � H GHT OF ROCK WALL. <br /> ,.. <br /> t� . � o �--------- � ____' .. '� a�a a a�a <br /> � - -----------'_ <br /> :... . <br /> DRAIN PIPE"'_""""" .._�� .. a�a�� TT = NO IEMPOR�RY DtGVAiION <br /> "_ ' �"""�__----�'- '� <br /> NOTE � aaa��° WRHM SFf BEHIND ROCKERY. � <br /> D <br /> � W � H a<<� � <br /> ....::. <br /> ROCK WALL SECTION ROCK �VALL ELEVATION <aaa PF � NO PERIMNINf EXGVATION AR � <br /> . °aaa SURCFiAFt(:ING BEMND ROCKERY <br /> NOTES NOTES (C;ONT) : :; :.:::. °• c�osQ+ nw� � asuwce � <br /> '�,a a a EQUAI. TO H. <br /> 1, MAXIMUM INCLINATION OF THE SLOPES ABOVE ��' MINIMUM OF 55 PCFK THE SIZE CAH EGOR ES �""����.:��"•:�'�� a Q <br /> AND BEHIND ROCK WALL SHALI BE 2:1 FOR ROCK SHALL BE AS hOLLOWS: 2 °� TC = NO TEMPOfWiY� E%GVATION BELOW <br /> (HORIZONTAL:VERTICN.) � LINRS DEFlNED BY A LINE FROM <br /> APPRO%IMATE APPROXIMATE BASE OF ROCKERY WITH A SLOPE .�I <br /> 2. MINIMUM THICKNESS OF ROCK FILTER LAYER SIZE WEIGHT - LBS. DIAMETER-INCHES OF 7H:-1V TO A DISTNNCE EOUAL � <br /> 8=12 INCHES. MINIMUM EMBEDMENT D=12 � M� r,p -P00 �2 - �8 � <br /> INCHES. z MpN 200 -700 18 - 2A 1D 70 2/3N FROM ROCKEfiY 9VSE. � <br /> 3. MAXIMUM ROCK WALL FiEIGHT H=8 FEEf. ROCK 3 MAN 700 - 2U00 28 - 36 pC z �7( FlNiSHED GRADE OR � <br /> WALLS GREATER THAN 8 FEEf IN HEIGHT SHALL q MpN 2000 - 4000 36 - 48 I�'— TC PERWWENf EXGVATKW Q. <br /> BE DESIGNED BY A CML ENGiNEER LICENSED IN g Mp,N 4000 - 6000 48 - 5a <br /> THE STATE OF WASHINGTON. 6 MAN 6000 - 8000 54 - 60 DEFlNED 8Y A FROM BASE OF Q <br /> 4. ROGK SFiALL BE PIACED TO GRADUALIY �- PC ROCKEftY VATH A SLOPE OF 2H� <br /> DECREAiE IN SIZE WRH INCRFASING WALL LEGEND 1V FOR A MIN D15TANCE EOUAL � <br /> HEIGHT. TO H FROM ROCKER'f BASE. � � <br /> 5. MINIMUM WIDTH OF KEYWAY EXCAVATION W, a a ORAINAGE MHiERULLS TO CONSIST OF � Q <br /> SHALL BE EOUAL TO 7HE THICKNE55 OF THE aa aaa CLEAN 4'-2' ANGUUR SPALLS. <br /> BlSE ROCK PLUS B (ROCK FlLTER) � � <br /> GRADING /57 AGGW+(',ATE PER SECTION <br /> fi. TNE LONG DIMENSION OF TNE ROCKS SHALL 9,03.1(4)C OF WSDOT/APWA STAtJDARD DESIGN AND POST CONSTRUCTION LIMITATI ._r <br /> EXTEND BACK TOWARDS THE CUT OR FlLL FACE SPECIFlCATION m V� <br /> TO PROVIDE MAXIMUM STABIIJtt. . <br /> '� 7. WHENEVER POSSIBLE EACH ROCK SHALL BEAFi �it9iy.-gp{IONAE_gN-PRNA{E�PR9PER�Y:— <br /> �N TWO OR MORE ROCKS BELOW R. WITH GOOD <br /> ' ;-LAT-TO-RAT COMACT. UNDiSTURBED FlRM NATNE NOTES Date 7/30/03 <br /> �� B. WHERE VOIDS OF GREAIER THAN 6 INCHES IN SOIL <br /> DIIAENSIONS E7(IST IN THE RQCK FACE AND 1. l�LL NEW ROCKERY DESIGN AND PVGEMENT WILL Fq10W TO CONSfRUt710N R2VI5� <br /> THERE IS NO ROCK CONTACT WITNIN THE ROCK � SEED OR SOD ON 12� OF TOPSOIL UMRAiIONS DESCPoBE ABOVE• ANU FOLLOW THE GU�DEUNES ESfABUSHED BY <br /> WALL THICKNE55, THE VOID SFNLI. BE CHINKED � WITH UNDERUYER OF FlLTER FABRIC. TME �55p�N7Ep qpCKERY CONTRACTORS 'STANOARD ROCK N'N1 �O�STRUCnON <br /> WIT}i SMALL PIECES OF ROCK. 4 INCH DIAMETER, HDPE OR SDR35 GUIDEIJNES' DATED 12/2/92 INCLUDING ANY AND Nl REVISIONS. <br /> g, ROCKERIES WHICH ARE MORE TFiAN 30 INCHES e pVC, PERFORATED OR SLO7TED, WITH <br /> ABOVE GRADE OR t'LOOR BELOW SHALL BE SMOOTH �NTERIOR PIPE. SEf SUGHTLY 2. MODIflGTI0N5 TO OR PLACEMEP7T OF SUBSEOUEM UNDERGROUNO UTIUIES <br /> PROTECTED BY GUARDR/UL SUCN AS A ���R TryqN THE fl4SE ROCK i0 WILL ALSO FOLLOW LIMRATbNS DESCRIBED ABOVE. <br /> ORNAMENTAL OR PEDESTRUW RAIL. 7YPE TO BE pR�� p��,y��E. UY WITH A <br /> DETERMINED BY THE CITY ENGINEER, SEE OWGS p(��TryE SLOPE TO DISCHARGE AWAY �II�� <br /> 325 & 326 FROM ROCKERY. ��]`� C� <br /> 10. FOR DESICN LOCATION AND UNDERCROUND UTILIh' a� DESIGNATES SIZE OF ROCK, I.E. R O C K E RY P LAC E M E N T L I M I TS � <br /> a LIMITATIONS REFEER TO STD DWG 32�0. 4 W�N. SEE NOTE 71. <br /> 324B SCALE: N.T.S. %�� <br /> 324A ROCKERY CONST <br /> SCALE: N.T.S. SHEET <br /> :� ---- ---- ---- 9 of 9 <br />