Laserfiche WebLink
, _c,c�, � <br /> NOTE 9 � NOTc 7 � � I <br /> � � I � I <br /> tf I � j <br /> � <br /> . ;� T— .. •„'......... <br /> < ' .... <br /> NO?� 3 1 ❑2 f....... aaa��aa.. I .... <br /> �.'� a°ada°a ' �. <br /> ......:� aa�a�a ��. : <br /> �s� 6� . .: �' .. <br /> � ....�: 3 aa�aaa <br /> :: <br /> '.� a a a <br /> �� .- L��' aa�aa, <br /> � aaaaa B = .. :� <br /> ... <br /> /�)� ��Q' n�/ ..Q.. °a°a° N�TE 2 : � \''.. .... <br /> V - <br /> �Lf 3 � � ' � . <br /> , <br /> �J �r ''....................^a a <br /> a°a <br /> _/7 / / � ,� w ' a i.., <br /> � L � % i 4 <br /> �� /U lY:C" `1 � , Q:,�......, a,a� <br /> ��.�L y,-' •� Z �. a a a • NOTE 8 <br /> n �/ `7 - .. •., a ` .. °aa - —NOTE 6 <br /> 7 Z /\. � , fl ;,, ... a \ / <br /> 7G � . � <br /> ��� ,j DRAIN PIPE <br /> N07E 5 � D J <br /> --- W <br /> ROCK WALL SECTION ROCK WALL ELEVATION <br /> NOTES NOTES (CONT) <br /> i. MAXIMUM INCLINATION OF THE SLOPES ABOVE 11. THE DENSITY OF ftOCK MATcR1AL SHALL BE A <br /> AND BEHIND ROCK WALL SHALL BE 2:1 MINIMUM OF 155 PCF. THE SIZE CATEGORIES <br /> (HORIZONTAI:VERTIGAL) FOR ROCK �H:,�L 9F AS FOLLOWS: <br /> 2. 411NIMUM THICKNESS OF ROCK FILTER LAYER APPROXIMATE APPROXIMATE <br /> B=12 INCHES. M�NIMUM EMBEDMENT D=12 SIZE WEIGHT — LBS. DIAMETEft—INCHES <br /> INCHES. 1 MAN 50 —200 12 — 1 B <br /> 3. 1dAXIMUM ROCK WALL HEIGh� H=8 FEEf. ROCK 2 MAN 200 —700 18. - 28 <br /> WALLS GREATCR THAN 8 FEEf IN HEIGHT SHAIL 3 MAN 700 — 2000 28 — 36 <br /> BE DESIGNED BY A CIVIL ENGINEER LICENSED IN 4 MAN 2000 — 4000 36 — 48 <br /> THE STATE OF WASHINGTON. 5 MAN 4000 — 6000 48 — 54 <br /> 6 MHN 6000 — 8000 54 — 60 <br /> f 4. ROCK SHALL BE PLACcD TO GR4DUALLY <br /> " DECRFI�.SE IN 51'LE 1VITH INCREASING WALL LEGEND <br /> � <br /> HEIGHT. <br /> < 5. MINIMUM WIDTH OF KEYWAY EXCAVATION W, a 'a 'a ' DRAI:�AGE MATERIALS TO CONSIST OF <br /> SHALL BE EQUAL 10 THE THICKNESS OF THE �aaaaa CLEAN 4"-2" ANGULAR SPALLS. <br /> _ BASE ROCK PLUS E� (ROCK FILTER) <br /> ," 6. THE LONG DIMENSION 9F THE ROCKS SHALL GRADING (�57 AGGREG.4TE PER SECTION <br /> EXTEND BACK TOWARDS THE CUT OR FILL FACE � 9.03.1(4)C OF WSDOT/APWA STANDARD <br /> TO PROVIDE MAXIMUM STABILITY. SPECIFICATION <br /> a 7. WHENEVER POSSIBLE EACH ROCK SNALL BEAR � CONCRE7E ROCKERY CAP. REQUIRED IN <br /> ON TVJO OR AIORE ROCKS BELOW IT, WITH GOOD R.O.W., OPTIGNAL OP! PRIVATE PROPERN. <br /> ; fIAT—TO—FIAT CONiACT. <br /> ? 8. WHERE VOIDS OF GREATER THAN 6 INCHES IN ���\i�\i\� SODISTURBED FIRM NATIVE <br /> DIMENSIOPJS EXIST iN THE ROCK FACE AND <br /> THERE IS NO ROCI: CONTACT WITHIN THE ROCK � SEED OR SOD ON 12" OF TOPSOIL <br /> = WALL THICKNESS, THE VO�D SHALL BE CHINKED NqTH UNDERLAYER OF FILTER FABRIG. <br /> WITH SA�ALL PIECES OF ROCK. <br /> � 9. ROCKEP.IES WHICH ARE MORE THAN 30 INCHES a INCH DIAMETER, HDPE OR SDR35 <br /> A60VE GRADE OR FLOOR BELOW SHALI 9E e FVC, PERFOR4TED UR SLOTTED, WITH <br /> PROTECTED BY GUARDRAII SUCH AS A SMOOTH INTERIOR PIPE. SEf SLIGHTLY <br /> " ORtJAMENTAL OR PEDESTRIAN RAIL. TYPE TO BE LOWER THAN THE BASE ROCK TO <br /> < DETERAtINED BY THE CITY ENGINEER, SEE DWGS PREVENT OAMAGE. LAY WITH A <br /> 325 & 326 POSITIVE SLOPE TO DISCHARGE AWAY <br /> fROM ROCKERY. <br /> ; 10. FOR DESIGN LOCl�TION AND UNDERGROUND UTILIiY a0 DESIGNATES SIZ[ OF ROCK, I.E. <br /> I.IMITATIONS REFEER TO STD DWG 3246. 4 MAN. SEE NOTE 11. <br /> � ,'�, CITY OF E�/ERETT ROCKERY 10-13-2000 <br /> e �� PUBLIC WORKS (DESIGN AI3D CONSTRUCTION dote <br /> a ,EVEPEIT ENGINEERING R PUBLIC REQUIREMENT:.� 324A <br /> �,�''✓"-� SERVICES DEPAFTMENT number <br /> il: <br />