Loading...
12-101310 PLANSn"'rK D/SCONNEC T COUPLING 1 ED STEEL CONVEYOR FRAME ADJUSTABLE LEG ANCHOR TO RR TIE WITH TWO (2) 3/8" x 4 " LAG BOLTS EA CH LEG ' TEEL BASE PLATE WITH BOLT HOLE )TANDARD 6x8" RAILROAD TIE V OMINA L GRADE 2 "- A GGREGA TE BASE CROSS SECTION SCALE: 1 " = 1'-0" SUPPORT AND FOOTING HEAD FRAME ANCHORING SCALE: NONE SCALE:' O PORTABLE CONVEYOR SYSTEM FOR INNER TUBES SUGGES TED HOUSEKEEPING SLAB FOR TUBE A CCUMUL A TION A ND S TORA GE L OA DING A REA FOR RIDERS ANCHOR F00 TING. - J4 REBAR TOP AND 7ON ON 6 " CEN TERS 0 51JI2012ISSUE F-OR APPROVAL KR REV. DATE DESCRIPTION 1 B Y VAIN STONE CONVEYOR INCs 1305 W. ARROW HWY. SAN DIMAS, CA 91773 CUSTOMER & JOB NAME WILD WA DES WA SHIN G TON DRAWN RDK DATE 5 3 2012 SCALE A S N O TED JOB NO. -7 REV. 0 CHECKED DATE DRAWING TITLE GENERAL ARRANGEMENT DWG. NO. C-01 REVISIONS NODESCRIPTION/DATE BY . ■ 1 27. t 1 2� 29 a VICINITY MAP (NOT TO SCALE) PORTION OF S.W. 1/4 SE C. 28 AND A PORTIONF N.W. 1/4 SEC. 33, T. 21 N, R. 4 E, W.M. 0 POWER \ CONNECTIONS (2' HIGH) 1 ASPHALT o� - PARKING F 1 3" SCALE: 1 — 20 RIM=27.1 4 \. < ""r \ f f 20 9 $ ..•ta �0 - 90 �:. 10' HIGH � BOARD \ .. FENCE T.B.M. :..,...:r ':.'..:::. ~::. ,..",; :a' ': ".:: WSDOT SURFACE MONUMENT IN WESTERLY ASPHALT \ ;.PARKING:. _ CONCRETE WALK APPROXIMATELY 150' N. OF INTX. SR 161 AND MILTON RD.S. EL - '•�s :�'. 295.18 APPRCr �� a VERTICAL DATUM F"� ,. CITY OF FEDERAL WAY B.M. NO. 2167-14-1 PLAN NIN�t j , �� BENCH MARK ELEVATION: 289.03 (NGVD Federal way \ FOR E NAIL AND FEDERAL A WASHER SET C�i Of � � � ` FOR THE CITY OF FEDERAL WAY AT S.W. ty ; CORNER OF INTX. SR 161 AND MILTON RD. nit Deveiopment TIEROR`OSED\FENC��� Dept, of Camrnu © ` _ G �� gsAtiq TO XIST1• G F N' C QL.S. 4 PB 0 `PB; �� HORIZONTAL DATUM UM NAD 83 - WASHINGTON COORDINATE Ps 11-3 c3�# SYSTEM, NORTH ZONE LEGEND \ 2 — � \ ® STORM DRAIN .CATCH BASIN NORTH SLIDE EXISTING GROUND �"� � , `� ,� q �f- LUMINAIRE W/ARM — — MIDDLE SLIDE EXISTING GROUND WOOD 1 ,.� �' �� q�T''::�\ ® -� LANDSCAPE LIGHT PO =— — — — —SOUTH SLIDE EXISTING GROUND a 8 ,� , (� � YARD LIGHT (UNDER 10' TALL) / ELECTRICAL JUNCTION PULL/BOX i PBI BREAKING AR : _ •:, ';` \ ® ELECTRICAL CONDUIT RISERS / s LI L PROPOSED ASPHALT 2 e \Aop - POWER POLE W/DROP LINE 4 TREES TO BE :' PEDESTRIAN PATH. I I + MOVED �5'-8" HOSE BIB 285 RE IRRIGATION CONTROL VALVE aA ® WATER METER ALDER II 280" " ' 'Q� CEDAR >> Q J 0 DECIDUOUS w ., DOUGLAS FIR \ (D MAPLE 275 \'.i 3.5' HIG PINE - � \ SP IT IL G SS f ap rn / `�` e, F CE SET PK NAIL N FENCE, BOARD + N `S'�o 0 FENCE WROUGHT IRON II 270 6G�` : .'r :: •:`., :.9��`:,� FENCE, SPLIT RAIL FENCE HOG WIRE 00 -I- 265 + IGN WROUGHT 4 5S ;RON it I �:.� i FENCE 5 II / - N O TUBE LANE ..' e1" I Lo CV V W o !Co\) II 260 ELL \ ES ® (3 �� % i T@ 7' UBE LAN 21' MIN.) y �qi FF A /s ROCK w 4 > / G" � EXISTIN GROUND Al. 5" >WAGON 1 OF SLID 255 >5 0 c POST i PROPOSED WOOD PRIVACY FENCE (APPROX. LOCATION sPUT -- j ONLY)(5' MIN. OFFSET FROM N 250 TUBE LANES) � \ 4 5 r o 1 ti 3' .HIGH 50 i EXISTING FENCE TO BE ET; i ` - ` �F, \ / COD REMOVED / RELOCATED; — NCE 24.5 '� ,.. 3 WAGON 6` < L 1 71" .L J _ 45 _ a ti STARTING AREA (a15') j 4' HIGH WROUGHT IRON FENCE �N N� N N N N N �N N O O� N N � 0� b t)►7 m CO O O .O Nt0N 00 RESUBMITTE O .O 0 Lo� C6 0 0 n N ,n N N � Lo N(�N N APR 0 9 2012 2+20 2+60 3+00 CITY OF FEDERAL WAY 1 +00 1 +40 1 +80 5+20 5+60 6+00 CDs 4+00 4+4-0 4+80 8+20 8+60 9+00 3+00 3+40 , 3+80 U � J \ 00rn co N _e -- ZA,N CQ cr < C v o 3 LuAFFh � o U N W qF a>> z Ii W Q O 0 z Lu cr) O0 Oco �+r.,-O E zU)cq � trd E o >, I~ � 5 E co tit �U>j 0 U to v v 4; `�0�' `> �- CL Z�� Or U Co 'L N� L � Q c W� Ua 1 1 JOB NO.: 163-030- DWG. NAME:: DESIGNED E m a DRAWN BY: R CHECKED B' DATE: DATE OF PRINT: c J � N N > Q m OF A PORTION OF S.W. 1 /4 SEC. 23 AND A PORTION OF N.W. 1 /4 SEC. 33, T. 21 N., R. 4 E., W.M. ESTIMATED QUANTITIES OF GRADING AND EROSION/SEDIMENTATION CONTROL MOTES TESL WORK 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (LE. SITE AREA SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). TOTAL PROJECT ITEM DESCRIPTION APPROX. QUANTITY 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE \Fy RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED. I TEMPORARY EROSION CONTROL FACILITIES �y 1.) FILTER FABRIC FENCE 420 LF 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE e CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE II CLEARING, GRADING AND STABILIZATION WILD WAVES APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION. STRIPPING (ASSUMED 9" 145 CY. � 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A USEABLE CUT (NEATLINE 182 CY. MANNER AS TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER STANDARDS. REQUIRED FILL (NEATLINE) 125 CY. NET CUT 57 CY. 5 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AND/OR REVISED AS NEEDED FOR UNEXPECTED STORM EVENTS. N 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. SCA- YpYp 1 201 \ 7. ANY AREA STRIPPED OF VEGETATION, INCLUDING ROADWAY EMBANKMENTS, WHERE NO FURTHER WORK IS ANTICIPATED OR A PERIOD OF 15 DAYS, SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (I.E. SEEDING, MULCHING, NETTING, EROSION BLANKETS, ETC.) 20' 10' 0 20' 40' 8. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN 15 DAYS. VICINITY MAP 9. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A (NOT TO SCALE) STORM EVENT. 10. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT —LADEN WATER INTO THE DOWNSTREAM SYSTEM. 11. STABILIZED CONSTRUCTION ENTRANCES AND WASH PADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION WSDOT SURFACE MONUMENT IN WESTERLY OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. CONCRETE WALK APPROXIMATELY 150' N. OF INTX. SR 161 AND MILTON RD. S. EL. _ 12. WET SEASON REQUIREMENTS AS DESCRIBED IN APPENDIX D, SECTION D.5.2 OF THE KCSWDM ARE IN EFFECT BEGINNING OCTOBER 1 THROUGH APRIL 30. 295.18 13. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION OR VERTICAL DATUM DISPERSION SYSTEM, THE FACILITY SHALL NOT BE USED AS A TEMPORARY SETTLING BASIN. NO UNDERGROUND DETENTION TANKS OR VAULTS SHALL BE USED AS A TEMPORARY SETTLING BASIN. CITY OF FEDERAL WAY B.M. N0. 2167-14-1 BENCH MARK ELEVATION: 289.03 (NGVD 14. WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED, FAST GERMINATING GRASSES SHALL BE APPLIED AT AN APPROPRIATE RATE (I.E., 1929) PK NAIL AND ENTRANCO WASHER SET FOR THE CITY of FEDERAL WAY AT ANNUAL OR PERENNIAL RYE APPLIED AT APPROXIMATELY 80 POUNDS PER ACRE). CORNER CORNER OF INTX. SR 161 AND MILTON RD. S. 15. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF TWO INCHES. 16. MANAGEMENT PRACTICES PROVIDING SIGNIFICANT TREE PROTECTION SHALL BE PROVIDED PER FWRC. HORIZONTAL DATUM NAD 83 - WASHINGTON COORDINATE SYSTEM, NORTH ZONE JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS.EFNc S WIRE RINGS OR EQUIVALENT TO ATTACH USE STAPLE - - _ FABRIC TO POSTS. _ -: W EQUIVALENT. - A WIRE R E U E 4 G A. E 0 IVAL 2 BY 2 B Y 1 Q - - - - - VVA YIF STANDARD STRENGTH FABRIC USED. I - , s. I i e 0 0 e r 8 - - _ 1 BURY BOTTOM OF FILTER MATERIAL _ - -� - • + � I 6' MAX. IN 4"x4" TRENCH (4' MAX AT BOTTOM OF FILL SLOPES WITH � � �•.' 270 QV, STEEL POSTS) 2" BY 4" WOOD POSTS, STEEL FENCE POSTS, REBAR OR. EQUIVALENT --7 FILTER FABRIC MATERIAL z 2" BY 2" BY 14 GA. WIRE FABRIC OR EQUIV. FLOW� i N MINIMUM 4"x4" TRENCH BACKFILL TRENCH WITH NATIVE SOIL OR 8» 3/4"-1,5" WASHED GRAVEL FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE. 1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY. PHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A 2. IF CONCENTRATED FLOWS ARE EVIDENT U = SEDIMENT TRAP OR POND. 3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS n A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, 0 REPLACE THE FENCE AND/OR REMOVE THE TRAPPED SEDIMENT. 4. SEDIMENT MUST BE REMOVED WHEN THE SEDIMENT IS 6" HIGH. 5. IF THE FILTER FABRIC HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SMLL BE REPLACED. TYPICAL FILTER FENCE DETAIL a NOT TO SCALE 0 N 0 N a 0 a M, 5 TREES TO REMOVED FILTER FABRIC FENCE PLACED @ CLEARING LIMITS (TYP.) PROPOSED CLEARING LIMITS / CONSTRUCTION FENCE (TYP.) EXISTING FENCE TO BE —' REMOVED / RELOCATED RESUBMITT APR 0 9 2012 CITY OF FEDERAL CDS Call 2 Working Clays Before You Dig 1-800-4/2"A-5555 Utilities Underground Location Center (ID,MT,ND,OR,WA) PERMIT NO. CITY OF FEDERAL WAY APPROVAL DATE ANSIGNATURE : REVISIONS OF 1 SHEETS