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. . ' — _- -'_ '. . _ . . . . __ _ __—_. . � o <br /> - w <br /> -- __ - <br /> _ ._ ___ __ _ . _ <br /> _.__ . _ _ - __. _ ._ . _ . _ _ . _ __ . . ___.. __ .. _ m <br /> Dp q <br /> CONCREfE C/�P WILL NOT BE REOU�RED i c <br /> I P0575 SNALL BE SET IN CONCRETE SEE RNUNG DETAIL � a <br /> S <br /> N01E 9� NOTE 1 Y � <br /> I o <br /> 2 CONCREfE CAP W�LL NOi BE R E O U I R E D � � ; <br /> ' pp5T5 SHAI.L BE SET IN CONCREfE SEE RAILING DEfNL � a e <br /> H � <br /> 0 <br /> O W <br /> No7E J�\\ � �.... . �°�a� PF <br /> \ °a•a•aa �` �— � —� � <br /> 6 _:'Q�� aea�aa . I ^ <br /> � a • pQ N <br /> x . .. a<a�a i ...' � � � ...... - ��__._.. '^ <br /> '� .� aa��a NOTE Z � <br /> + <br /> N ,�.a ,.. ..... <br /> w O <� <br /> ... <br /> Z _.a �e� .�., . r �, NOTE e .... .. ., KEY <br /> 2 _ . O �. . . �a a NOTE 6 '-l_---_-----/'��- �...--- a�a i a i� H � ItE1GHT OF ROCK WALL. <br /> t�' � --- _--- -----------_" ..... � � • <br /> -_- DR%JN-PIPE_�` - - �e���� R = NO tEMPOW�RY EYGVATION <br /> NOIE D � u '� �°���° WRHIN SFT BEHIND ROCNERY. <br /> �_ �y —� � � ���� � <br /> ROCK WALL SECTION ROi:K 1KRLL ELEVATION a��a PF � NO PERA4WtM EXGVATION OR � <br /> NOTES (CONT� �°a° SURCIIARCINC BEHIND ROCKQZf � <br /> NOTES °< CLOSER iHAN A DI5IANCE � <br /> 1. M4XIMUM INCLINATION OF iHE SLOPES ABOVE 11. 1}'E OEN517Y OF ROCK MATERb�L SHl+LI BE A ��a�a EOUAL TO N. <br /> AND BEHIN� ROCK WALL SIIALL DE 2:1 MINIMUM OF 155 PCF. iHE SIZE CATEGORIES �� a Q <br /> (HORIZONTAL:VERTICAL) FOR ROCK SHALL BE AS FOLLOW:: 2 °� TC = NO TEMF'ORPRY D(GVATION BELO`M <br /> APPROxIMATE APPROXIMATE �� LIAItTS DEFINED BY A LINE FROM <br /> 2. MINIMUM THICKNESS OF ROCK FILTER LAYER SIZE WEIGHT - LBS. DIAMETER-INCHES BI�SE OF ROCKERY YATH A SLOPE � <br /> p=12 INCHES. MINIMUM EMBEDMENT 0=12 � OF 1N:-1V 70 A qSTANCE EOUN. <br /> INCHES. 1 MAN 50 -200 12 - 18 r7 io 9/JN �ROA1 ROCKF.RY B/5E. � <br /> � AAAN �r.n —�o0 18 - 28 �1� <br /> 3. MAXIMUM ROCK WALL HEIGNT H=8 FEET. ROCK 3 MAN 700 - 2000 28 - 36 � <br /> WALLS GREATER TIiAN 8 FEEi IN HEIGliT SHALL 4 MAN 2000 - 4000 36 - 48 / I�_ I/'� _� PC � MA7( FlNISHED GFtADE OR <br /> dE DESIGNED BY A CML ENGINEER LICENSED IN 5 MqN 4000 - 6000 48 - 54 l. PERMANINT E%CAVATKNI Q, <br /> Tf1E SiATE Of WASHINGTON. 6 MAN 6000 - 8000 54 - 60 Q <br /> DEFlNED 9Y A FROM BASE OF <br /> 4. ROCK SW+LL BE PLACED TO GRADUALLY � PC ROCKEHY WITH A SLOPE OF 2H:- <br /> D[CREASE IN SRE WIiH INCRElSINC WAIL LEGEND IV FOR A MIN DISTANLE EOUPL N <br /> HEIGHT. 10 H FROM ROCKERY [LLSE � � <br /> 5. MINIMUM WIDTN OF KEYWAY IXCAVATION W, a a DRNNAGE MATERIAlS TO CON515T OF � <br /> SHALL BE EOUAL i0 THE THICKNE55 OF TIIE aaaaa CLEAN 4'-2' ANGUTAR SPALLS. � <br /> DASE ROCK PLUS 8 (ROCK FlLTER) VI <br /> GRADING �57 AGGRAGAIE PER SECTION <br /> 6. THE LONG DIMENSION Of THE ROCKS SHALL g,03.1(4)C OF WSDOT/MWA STANDARD DESIGN AND POST CONSTRUCTION LIMITATIONS � � <br /> EXTEND BACK TOWARDS THE CL'T OR FlLL FACE SPECIFICATION <br /> TO PROVIDE MAXIMUM STAOILITY. m U� <br /> i� 7. WHENEVER POSSIDIE EACH ROCK 5lNLL BEM � � .+��,,.��r_ <br /> ON lW0 OR MORE ROCKS BELOW IT. WITH GOOD <br /> ' FV.7-TO-M7 CONTACT. UNDISTURBED FIRAI NATiVE NOTES <br /> �l 8. WHERE VOIDS OF GREATER THAN 6 INCHES IN so�� — Date 7/30/03 <br /> DIMENSIONS EXIST IN T11E ROCK FACE AND 1. NJ. NEW ROCKERY DESIGN AND PUCEMEHr Y19LL FOLLOW TO CON5fftUCTION <br /> � THERE IS NO ROCK CONTACT WITHIN iHE ROCK 4�. SEED OR SOD ON 12� OF TOPSOIL LINRA710N5 DESCPoBE ABO'JE. IWD FOLLOW THE GUIDEUNES ESTNBLISHED BY ReVISE'd <br /> i WAL;_ THICKNESS, iliE VOID 511ALL DE CHINKED ��';i � ;�, WITH UNDERUIYER OF FlLTER FABR�C. TME /�55pCu7Ep itOCKERY CONTRACTORS 'STAN0.V2D ROCK WALL CONSTRUCTION <br /> WI7H SMALI PIECES OP ROCK. GUIDELINES� DATED 12/2/92 INCLUDING ANY AND ALL REVISIONS. <br /> � 4 INCH DV+METER, HOPE OR SDR35 <br /> 3. ROCKERIES WHICH ARE MORE TFiAN 30 INCHES 0 pVC, PERFORATED OR SLOTfED, WIT11 <br /> ADOVE GRADE OR ROOR �ELOW SHALL 8E SMOOTH INTERIOR PIPE. SEf SLIGHTLY 2. MOOIFlCATIONS 70 OR PLACEYENT OF SUBSEQUENT UNDERCROUND UTILITIES <br /> PROTECTED BY GUARDRAIL SUCH /S A LOWER 77�IAN THE 645E ROCK TO WILL ALSO FOLLAW LIMITAT10N5 DESCR�BEO ABOVE <br /> ORNAMENTAL OR PEDESTRIAN R/Ul. iYF'E TO BE pREYENT DAMAGE. IAY WITH A <br /> DFIERMINFD E3Y THE CITY ENGINEER, SCE DWGS pOSITNE SLOPE TO DISCHARGE AWAY <br /> 325 k 326 FROM ROCKERY. � � <br /> 10. FOR DESIGN IOCATION AtJD UNDERGROUND UTILJtt 4� DESIGNATES SRE OF ROCK, LE. ��>��� <br /> � LIMITA710NS REFCER TO STD DWG :2��. q �,. SEE No,E ,,. R 0 C K E RY P LAC E M E N T L I M I T S � C <br /> I3248 SCALE: N.T.S. <br /> � 324A ROCKERY CONST - <br /> , SCALE: N.T.S. SHEET <br /> '�� _ -- 9 of 9 <br />