Laserfiche WebLink
TBLOCK <br />TBLOCK-ec <br />PTN. OF SW 1/4, SE 1/4 OF SEC 14, TWP 28 N, R4E W.M. <br />U N f <br />Ae13■■■■■■ <br />LENGTH AS REQUIRED 100' h <br />MAY BE REDUCED TO 50' MII <br />SITES WITH LESS THAN ONE <br />OF EXPOSED SOIL OR APPRO <br />PLACE CONSTRUCTION GEOI <br />STABILIZATION FROM THE El <br />ROADWAY TO THE CONSTRL <br />OR AS DIRECTED BY THE EN(....... <br />STABILIZED CONSTRUCTION ENTRANCE <br />NOT TO SCALE <br />ISOMETRIC VIEW <br />CONSTRUCTION ENTRANCE <br />NOTES <br />1. STABILIZED CONSTRUCTION ENTRANCE SHALL <br />MEET THE REQUIREMENTS OF WSDOT STANDARD <br />SPECIFICATION SECTION 8-01.3(7). <br />INSTALL DRIVEWAY CULVERT <br />IF THERE IS A ROADSIDE DITCH <br />PRESENT <br />30' MIN TYPICAL <br />PERMEABLE BALLAST TYPICAL SEE <br />STANDARD SPECIFICATION <br />SECTION 9-03.9(2) <br />PROVIDE FULL WIDTH OF <br />INGRESS/EGRESS AREA <br />15' MIN <br />WSDOT STD PLAN 1-80.10-02 ACCEPTABLE SUBSTITUTE <br />CITY OF EVERETT <br />PUBLIC WORKS DEPARTMENT <br />CONSTRUCTION ACCESS 201 <br />ATTACH IN A MANNERTHAT <br />ASSURES FABRIC IS FIRMLY <br />HELD BYTHE BACKUP <br />SUPPORT IN A WAY THAT <br />REDUCES THE POTENTIAL <br />FOR FABRIC TEARING <br />BACKUP SUPPORT <br />o? <br />BACKFILLED & "� g <br />COMPACTED <br />NATIVE SOIL � r-anravru r <br />BURY GEOTEXTILE <br />IN TRENCH <br />'s <br />POST SEE WSDOT STANDARD <br />SPECIFICATIONS 8-01.3(9)A <br />FASTEN GEOTEXTILE TO <br />POST EVERY 6" IN O.C. <br />SELF-LOCKING TIE-NYLONE <br />6/6(MIN GRADE) <br />120# MIN TENSILE STRENGTH, <br />UV STABILIZED <br />TYPICAL INSTALLATION DETAIL <br />INSTALL BACKUP SUPPORT FOR <br />THE GEOTEXTILE SEE STANDARD <br />SPECIFICATION SECTION 8.01.3(9)A <br />o <br />9 CEO pP <br />N I e OA <br />i <br />i <br />so <br />TEMPORARY SILT FENCE <br />NOT TO SCALE <br />GEOTEXTILE FOR SILT FENCE <br />SEE STANDARD SPECIFICATION <br />SECTION 9-33.2 (1), TABLE 6 — <br />W <br />I/lljj �Il�ljjllllll�ll,,. <br />I lflllllllllllll <br />IIIIIIII <br />I <br />ICI=Illjl1f-:.: ,t'llp". <br />IIIQjQll�ll'fl� <br />�III�I�QIIQ <br />IIIIII <br />TYPICAL SILT FENCE <br />WITH BACKUP SUPPORT <br />IcnKACTDlr <br />DRAINAGE <br />GRATE FRP <br />SEDIMENT <br />AND DEBR <br />DRAINAGE GRATE <br />BELOW INLET GRATE <br />DEVICE <br />STORM DRAIN INLET PROTECTION <br />NOT TO SCALE <br />SECTION VIEW <br />ISOMETRIC VIEW <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 SPECIFICATIONS 8-01.3(9)A <br />AND 8-01.3(15). <br />3. SPLICES 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 SILT FENCING PARALLEL TO MAPPED <br />CONTOUR LINES. <br />5. 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 />STEEL POS <br />(TYPICAL) <br />FABRIC <br />(GEOTEXT <br />(TYPICAL) <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 />SPLICE DETAIL <br />WSDOT STD PLAN 1-30.10-02 ACCEPTABLE SUBSTITUTE <br />EXCEPT STEEL POST REQUIRED <br />CITY OF EVERETT <br />PUBLIC WORKS DEPARTMENT <br />TEMPORARY SILT FENCE 214 <br />)W BYPASS <br />NLET GRATE <br />i WATER <br />RETRIEVAL SYSTEM <br />TYPICAL <br />OVERFLOW BYPASS <br />TYPICAL <br />NOTES <br />1. CATCH BASIN INSERTS SHALL BE REMOVED AT THE <br />END OF THE PROJECT. <br />2. CATCH BASIN INSERTS ARE ONLY TO BE INSTALLED IN <br />DRAINAGE DEVICES PER THE MANUFACTURES'S <br />RECOMMENDATIONS. CATCH BASIN INLET INSERTS <br />SHALL BE INSTALLED IN CURB INLETS. <br />3. CATCH BASIN INSERTS SHALL BE INSTALLED PRIOR TO <br />CLEARING AND GRADING ACTIVITY, OR UPON <br />PLACEMENT OF A NEW CATCH BASIN. <br />4. SEDIMENT SHALL BE REMOVED FROM THE UNIT <br />WHEN IT BECOMES ONE THIRD FULL OR IN <br />ACCORDANCE WITH THE MANUFACTURES' <br />INSTRUCTIONS. <br />S. SEDIMENT REMOVAL SHALL BE ACCOMPLISHED BY <br />REMOVING THE INLET INSERTS, EMPTYING, AND <br />RE -INSTALLING IT INTO THE CATCH BASIN. DO NOT <br />WASH SEDIMENT INTO STORM DRAINS WHILE <br />CLEANING. <br />6. SIZE THE BELOW INLET GRATE DEVICE (BIGD) FOR THE <br />STORM WATER STRUCTURE IT WILL SERVICE. <br />7. THE BIGD SHALL HAVE A BUILT-IN HIGH -FLOW RELIEF <br />SYSTEM (OVERFLOW BYPASS). <br />8. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF <br />THE BIGD WITHOUT SPILLING THE COLLECTED <br />MATERIAL. <br />9. PERFORM MAINTENANCE IN ACCORDANCE WITH <br />STANDARD SPECIFICATION 8-01.3(15). <br />WSDOT STD PLAN 1-40.20-00 ACCEPTABLE SUBSTITUTE IF <br />MAINTENANCE MEETS NOTES 1-5 <br />CITY OF EVERETT <br />= PUBLIC WORKS DEPARTMENT <br />STORM DRAIN INLET <br />PROTECTION 210 <br />SHEET FOR INFORMA71ON ONLY. SEE <br />CITY OF EVERETT PERMIT PW2211-012 <br />FOR APPROVED Sill 7ESC PLANS <br />AND DETAILS AND STRUCTURAL PLANS. <br />Copyright 0 2024 CPH Consultants, LLC. All Rights Reser <br />Of to <br />a z <br />Y 3 <br />it <br />0 3 <br />(n U ¢ <br />a it <br />O <br />z <br />S <br />�Or <br />THE AS -BUILT INFORMATION <br />SHOWN ON THIS PLAN IS PER <br />A FIELD SURVEY PERFORMED <br />BY PACIFIC COAST SURVEYS, <br />INC. AND/OR RECORD DATA <br />PROVIDED BY THE <br />CONTRACTOR. <br />LU <br />Z) <br />a <br />Z <br />O <br />UJ <br />W <br />CLIENT <br />Ct <br />W <br />a <br />U <br />J <br />a <br />J <br />W <br />U <br />z <br />0 <br />z <br />z_ <br />x <br />3 <br />zz <br />0 <br />0 <br />U <br />x <br />_U <br />2 <br />O <br />x <br />O <br />z <br />to <br />PACIFIC RIDGE HOMES <br />17921 BOTHELL-EVERETT HWY <br />SUITE 100 <br />BOTHELL, WA 98012 <br />PHONE: (425)438-8444 <br />C P H <br />CONSULTANTS <br />Site Planning - Civil Engineering <br />Landscape Architecture - Land Use Consulting <br />11321-B NE 1201h Street <br />Kirkland, WA 98034 - (425) 285-2390 <br />101 South Wenatchee Avenue, Suite C3 <br />Wenatchee, WA 98801 - (509) 293-7731 <br />www.cphconsuItants.com <br />PROJECT NO. <br />0132-21-026 <br />DRAWING <br />C1.100 <br />SHEET 5 OF 30 <br />