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ATTACH INA MANNER THAT POST SEE WSDOT STANDARD <br />ASSURES FABRIC IS FIRMLY SPECIFICATIONS 8-01.3(9)A <br />HELD BY THE BACKUP <br />SUPPORT IN WAY THAT <br />REDUCES THEE POTENTIAL <br />FOR FABRIC TEARINGZPOSTEVERY6"INO.C. <br />FASTEN GEOTEXTILE TO <br />BACKUP SUPPORT <br />o1N8Ytl991W1114 <br />SELF LOCKING TIE-NYLONE <br />6/6(MIN GRADE) <br />12M MIN TENSILE STRENGTH, <br />U )STABILIZED <br />TYPICAL INSTALLATION DETAIL <br />INSTALL BACKUP SUPPORT FOR <br />THE GEOTEXTRE SEE STANDARD <br />SPECIFICATION SECTION 8.01.3(9)A <br />QPOSE�EO PREP <br />GEOTEXTRE FOR SILT FENCE <br />SEE STANDARD SPECIFICATR <br />SECTION 9-33.2 (1), TABLE 6 <br />cy�oKy <br />TYPICAL SI LT FENCE <br />WITH BACKUP SUPPORT <br />ISOMETRIC <br />/CEP <br />QPOSE�EO <br />NOTES <br />1. INSTALL THE ENDS OF THE SILT FENCE TO POINT <br />SLIGHTLY UPSLOPE TO PREVENT SEDIMENT FROM <br />FLOWING AROUND THE ENDS OF THE FENCE. <br />2. PERFORM MAINTENANCE IN ACCORDANCE WITH <br />WSDOT STANDARD SPELL HCATIONS 8-01.3(9)A <br />ANDS-01.3(15). <br />3. SPRUCES SHALL NEVER BE PLACED IN LOW SPOTS <br />OR SUMP LOCATIONS. IF SPLICES ARE LOCATED IN <br />LOW OR SUMP AREAS, THE FENCE MAY NEED TO <br />BE REINSTALLED UNLESS OTHERWISE APPROVED. <br />4. INSTALL SI LT FENCING PARALLEL TO MAPPED <br />CONTOUR LINES. <br />S. DURING EXCAVATION, MINIMIZE DISTURBING <br />THE GROUND AROUND TRENCH AS MUCH AS IS <br />FEASIBLE, AND SMOOTH SURFACE FOLLOWING <br />EXCAVATION TO AVOID CONCENTRATING FLOWS. <br />COMPACTION MUST BE ADEQUATE TO PREVENT <br />UNDERCUTTING FLOWS. <br />BACKUP SUPPORT <br />(TYPICAL) <br />SPLICED FENCE SECTIONS SHALL BE CLOSE ENOUGH TOGETHER <br />TO PREVENT SILT LADEN WATER FROM ESCAPING THROUGH THE <br />FENCE AT THE OVERLAP. <br />ODI V'C PICTISH <br />SECTION - TEMPORARY SILT FENCE - COE 214 <br />ROADWAY <br />� PLAN - TEMPORARY SANDBAG BERM <br />C4A SCALE: KITS <br />a <br />If <br />PLANS ISSUED FOR PERMIT SET <br />BID a a CONST x a RECORD <br />ACTION DATE APRVD ACTION DATE APRVD ACTION DATE APRVD <br />ROCKWALLSECTION ROCK WALL ELEVATION <br />H • HEIGMOFROCKWALL. <br />R- NOTEMPoBMYE%GVATION <br />WITHIN SR BEHIND ROCKERY. <br />PF = NO PERMANENT EXCAVATION <br />TO H. <br />TL NO TEMPORARY BELOW MPS DDIINEDABY ANUNE <br />1OUT FROM BASE OF ROCKERY <br />WITH A SLOPE OF 14:-]V TO <br />DISTANCE EQUAL TO 21 FROM <br />ROCKERY WE <br />PC= MAN FINISHED GRADE OR <br />PERMANENT EXCAVATION DEFINED <br />BY A FROM BASE OF ROCKERY <br />VAR A SLOPE OF 2 H:- IV FORA <br />MIN DISTANCE EQUAL TO H FROM <br />R <br />OCORY RISE <br />NOTES <br />LEGEND <br />DRAINAGE MATERIALSTO CONSIST <br />01"ANGU4AYALL5. <br />GRADING#5] AGGREGATE PER SECTION <br />903.1NK OF WSDDT/ALWA STANDARD <br />SPECIFICATION <br />CONCRETE ROCKERY CAP. REQUIRED IN <br />ROW, MORAL ON PRIVATE PBOPE FIFTY. <br />MUNOATUREDNATWEACIL <br />OR SOD ON 12"M TOPSOIL <br />®SEED <br />WITH UNDERIAYEB OF FILTER FAGI <br />e <br />41NCH DIAMETER, HDPE OR LORD Wf, <br />PERFORATED OR SLOTTED, WITH SMOOTH <br />NNBIOR PIPE SR SLIGHTLY LOWER <br />THAN THE SAM ROCK TO PREVENT <br />DRMAGE. LAY WITH A Po9TVE SLOPE TO <br />DISCHARGE AWAY FROM ROCKERY. <br />IB <br />MSG RATES SIZE OF RONLE,4 MAN. <br />SEE NOR 10. <br />PLACEMENT NOTES <br />APPROVAL MR THE PLACEMENT OF THE <br />ROCKERY WILL DEPEND ON E%GTNG AND <br />PROPOSED UNDERGROUND UTILITY LMATIONS. <br />THE Cltt ENT <br />EVEREnUERWLIC WORKS <br />DEPAROMWILLR OCKERY <br />PLACEMENT. <br />ROADWAY <br />PLACEMENT & STRIPING <br />1. DIMENSIONS PER PLAINS. RECOMMENDED 10'TO 30'BACK OF SIDEWALK OR <br />ROADWAY EDGE. S'TO 10' FROM BRIDGE. <br />2. 5'-2" CLEAR BETWEEN BOLLARDS TYP±2". <br />3. 4" WIDE WHITE EDGE LINE TO BE ADDED IF SIDE BOLLARDS ARE WITHIN <br />TRAIL PAVEMENT OR ARE WITHIN 4" FROM THE EDGE OF PAVEMENT. <br />TRAIL BOLLARD TYPE 2 FIXED AND TYPE <br />NOTES <br />1. MAXIMUM INCLINATION OF THE SLOPES ABOVE <br />AND BEHIND ROCK WALL SHALL BE 2:1 <br />(HORIZDMAL PERTICAD. <br />2, MINIMUM THICKNESS OF ROCK FILTER LIVER B=12 <br />INCHES. MINIMUM EMBEDMENT DI INCHES. <br />3. MAXIMUM ROCK WALL HEIGHT HA FEET. ROCK <br />WALLS GREATER THAN B FEET IN HEIGHT SHALL BE <br />DESIGNED BY A CIVIL ENGINEER LICENSED IN THE <br />STATE OF WASHINGFON. <br />4. POCK SHALL BE PLACED TO GRADUALLY DECREASE IN <br />SIM WITH INCREASING WALL HEIGHT. <br />S. MINIMUM WIDTH OF KEYWAY EXCAVATOR W, <br />SHALL BE EQUAL TO THE THICKNESS OF THE BASE <br />ROCK PLUS B (ROCK FILTER(. <br />6, THE LONG DIMENSION OF THE ROCKS SHALL EXTEND <br />BACK TOWARDS THE CUT OR FILL FACE TO PROVIDE <br />MAXIMUM STABILITY. <br />], WHENEVER POSSIBLE EACH ROCK SHALL BEAR ON <br />TWO OR MORE POCKS BELOW IT, WITH GOOD <br />FLAT-TO-HATCONTACT, <br />B WHERE VOIDS OF GREATER MAN 6 INCHES IN <br />DIMENSIONS EXIST IN TIE ROCK FACE AND MERE IS <br />NO ROCK CONTACT WITHIN THE ROCK WALL <br />THICKNEM, THE VOID$HALL BE CHINKED WITH <br />SMALL PIECES OF ROCK. <br />9, ROCKERIES WHICH ARE MORE THAN 30 INCHES <br />ABOVE GRADE OR FLOOR BELOW SHALL BE <br />PROTECTED BY A PEDESTRIAN GUARD. TYPE TO BE <br />DETERMINED BY THE OIY ENGINEER, SEE STANDARD <br />DRAWING5333831 <br />10. THE DENSITY OF ROCK MATERIAL SHALL BE <br />MINIMUM OF 155 FOR. THE SIZE CATEGORIES FOR <br />POCK SHALL BE AS FOLLOWS: <br />31ZE <br />APP1g0%)MAT <br />E <br />D APPRO%IRA LTHE <br />MET=A�N <br />1MAH <br />SONpLB <br />ZM4H <br />48 <br />3 MAN <br />]WZCW <br />]Bd6 <br />4 MAN <br />2CWJCN <br />XJB <br />s MAN <br />4Dwcom <br />4Bs4 <br />6 MAN <br />6M]8CW <br />s4.6o <br />ROCKERY -DESIGN & CONSTRUCTION LIMITATIONS - COE 332 <br />CITY OF EVERETT <br />PARKS AND FACILITES <br />EVERETT <br />BLD <br />801E <br />MUKWTEO <br />03 <br />WASHINGTON <br />4252578300 evereffivi v <br />3" SCH dQ GALV STEEL PIPE <br />(3-1/2" O.D.)PAINTED <br />18" DIA BY 16" DEEP, OR LEA <br />SQUARE BY 16" DEEP CONCRETE <br />FOOTING (SLOPE TO DRAIN) — <br />1/4" THICK STEEL CAP WELD TO 3" <br />STEEL PIPE (GRIND SMOOTH) <br />FIVE ROWS HIGH INTENSITY <br />PRISMATIC I" WIDE REFLECTIVE TAPE <br />(RED, WHITE, RED, WHITE & RED) <br />THREE ROWS HIGH <br />INTENSITY PRISMATIC 1" <br />WIDE REFLECTIVE TAPE <br />(RED, WHITE, & RED) <br />IIICIK]:ILZg3aV1� <br />GRAVEL BACKFILL FOR DRAINS <br />(WSDOTSTANDARD <br />SPECIFICATION 9-03.12(4)). <br />TOTAL DEPTH 8"MIN. PIPE <br />SLEEVE TO EXTEND 2" INTO <br />GRAVEL. <br />TYPE 2 BOLLARD ELEVATION <br />NOTES <br />1. ALL PIPE SECTIONS SHALL BE CONSTRUCTED OF SCHEDU LE 405TEEL PIPE. <br />2. ALL CUTS OR HOLES TO BE SHOP DRILLED OR CUT AND GROUND SMOOTH WITH NO REMAINING <br />SHARP EDGES. <br />3. ALL STEEL COMPONENTS TO BE HOT DIPPED GALVANIZED AFTER FABRICATION. <br />4. FLORESCENT YELLOW -GREEN TO MATCH PANTONE COLOR 382C(SHERWIN-WILLIAMS 39121031) <br />PLACEMENT/STRIPING - COE 342 <br />0070M OF PAVEMENT <br />(IF REQUIRED) <br />COMPACT WARFARE PER / -III—III—III-11"�INEa� vOILLCOMPACT TToo (IF REQUIRED) <br />PAVEMENT DESIGN a M nn unmERY <br />SILVER LAKE TRAIL <br />11405 W SILVER LAKE RD <br />NOTES <br />REQUIRED MR <br />] LONGITUDINAL SLOPES, 2%0. <br />2, SPACE CHECK DAMS BASED ON SLOPE TO ACHIEVE <br />DESIGN AVERAGE PONDING MYTH BEFORE <br />OVERTOPPING DAM. <br />L CALCULATE STORAGE VOLUME BETWEEN CHECK <br />3 DAMS BASED ON CHECK DAM HEIGHT AND SLOPE <br />FORMWELING. <br />0. CHECK DIMS SHALL EXTEND ME FULL WIDTH OF ME <br />PERM FABLE RAVEN ENT INSTAUATION. <br />N UN NEUTRAL N PI RE SHOUL BE PROVIDED AT ME <br />PUSUCLY MAINTAINED PAVED SURFACE. <br />6. SEECNYSTANDARDSOM CONTROLLED DENSITY FILL <br />MIX REQUIREMENTS GCSE SECTION 3.20]. <br />]. ME TOPORHE DOWN SLOPE FILLDAM MUST BE <br />PERMEABLE PAVEMENT ON SLOPES - COE 431 <br />PROJECT DETAILS - SECTIONS <br />Drawing <br />C4.0 <br />Sheet No. <br />18 <br />22 <br />Of Total <br />