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23620 74TH AVE W.PDFiiiiiiiiiiii 5910 23620 74TH AVE W ADDRESS: a3(o2Q 77Y TAX ACCOUNTIPARCEL NUMBER: — BUILDING PERMIT (NEW STRUCTURE): COVENANTS (RECORDED) X _eAOSL�-in VA&ZaAd CRITICAL AREAS:- CA 01 DETERMINATION: E] Conditional Waiver Study Required E] Waiver - DISCRETIONARY PERMIT #' DRAINAGE PLAN DATED: PARKING AGREEMENTS DATED: EASEMENT(S) RECORDED FOR: PERMITS (OTHER): PLANNING DATA CHECKLIST DA SCALED PLOT PLAN DATED: flog I SEWER LID FEE $: LID #: SHORT PLAT FILE: � ) LOT: —BLOCK: SIDE SEWER AS BUILT DATED: - SIDE SEWER PERMIT(S).#: GEOTECH REPORT DATED: STREET USE / ENCROACHMENT PERMIT #: WATER METER TAP CARD DATED: LATEMKIDS'PsTornis\Street File Checklist.doc 7 57,1:t PtRkY 8. SPANFELNEX �Z3420 M 7*M1_'AYG-VV- "M OND-S, WA. chE RLOT PLA N 860570 ci z �j PAI M 4C P C 0 R/W A Sl REET FILE c; z W rn r4 PA 94 0 1 .010k P ii, W 4..m a LU .j LLJ F11 t�' k u r L= 6 z 9 0 > I t1Q, N N NO WARRAMY OF A,0GlJR,4GY had map was cornpiled tol Into Men s.hnwm, o7 rm 1* , City- of E mc, ��r COnsu,'Imts, 7be City of Edmolld,� d(je,,,,, not a" C' `07";�-__ an Sal forth on the map. � w&r - j ��;oa an jj� , ", or ent"y Independup, the lnc!uding, but not lit,, , S :C. Sh locazirw, cf may or ,G, and th lo U, � may Sho'Wil, lycillie, or M, i r,� 0 Edn oad,,, Oaf, not its r ta V", A be liable for the iWej ,?,, I ": s, 9;vep, on Illit map nor to, trlsellldhOn c, Provided based 1 4.- -,- *AW low *,me '"o F.27N. FIA�_�:.. W.M.a CONSTRUCTION NOTES i ROCKERY AND LANDSCAPE TO BE REMOVED BY OTHERS REMOVAL OF STRUCTURE AND OBSTRUCTION STA 108+87, 141T Lg� �5 :5,Ldl REMOVING FENCE BEGIN WALL ,.,,,�-�EE DRAWING TPDT-7 12 PLUG AND ABANDON CATCH BASIN 15 BACKFILL WITH NATIVE FILL 1 g OUTSIDE OF WALL ZONE C IT STA 108+68, 181T 7A .3. 121T BEGIN WALL F"i" FRAME & VANED GRATE RETROFIT, SEE DWG DT-1 SEE DRAWING TPOI 7 �B CONSTRUCT FIXED BOLLARD, SEE TPDT-3 CONSTRUCTIOM CONSTRUCT REMOVABLE BOLLARD. SEE TPDT-2 CONSTRUCT WOOD BOLLARD. SEE IPDT-2 7 74tt-'; 05:�001, 'L - . __ " j" -2 CONSTRUCT SWNC CATE, SEE TPOT 0 CONSTRUCT CONCRETE MODULAR WALL. SEE TPDT-7, 8 9 103 CONSTRUCT CHAINLINK FENCE TYPE 1. SEE IPDT-3 0 CONSTRUCT CHAINLINK FENCE TYPE 6, SEE TPDT-3 12 STA 109+00, B'RT CONSTRUCT CEMENT CONCRETE STAIRS, SEE'TPDT-4 �RW R/W EDGE OF PAVEMENT STA 107+74, 8'RT END WALL NSTRUCT GROUP MAILBOX ANGLE POINT F END FEN VoNSIBLE Fbff STA 107+49, CRT EDGE OF to _pjCONTRAeTOR IS RE' -5 ANGLE POINT EROSION CONTROL AND I)RAINIAGEqDCONSTRUCT ASPHALT SPEED CUSHION, SEE TPDT EDGE OF PAVEMENT 9 CONSTRUCT 12' WIDE CHAINLINK GATE, SEE TPDT-3 STA 107+14.37, 12'RT STA 107+14.37, 16'RT 9 ADJUST TOP SLAB MANHOLE 0 ADJUST MANHOLE ITY OF EDMONDS (5 ADJUST CATCH BASIN BUILDING DEPARTMENT -*1 -- __ 'r, � . R E' E FV EBY EC1 )N ADJUST VALVE BOX DDRESS PLUG EXISTING PIPE Q,4NE JUL (20 2GIll _-Z .. ... . .. CONNECTION TO DRAINAGE STRU CT&ELOPMENT SERVICES CTR. APPRO.VEDDAM: CITY OF EDMONDS w ... ... RELOCATE MAILBOX 4 BLDG. OFFICIAL. ADJUST JUNCTION BOX, PROVIDE AND INSTALL o ..... Admmhh:o- , NON-SKID LID wq FEW FERMI UMB:I=F T pw Cf— 6 320 6RAD q 315 qw APPROVED A VXED ... ... :: I � : � E .... 310 .. .. ...... 305 r _w p 40, wop. 108+00 NINU 109+00 T__, __ OV E [),�j GENERAL NOTES 1. SEE DRAWING HC-1 FOR HORIZONTAL CONTROL. 2. SEE DRAWING TPDT-1 FOR ROADWAY AND PLAZA IMPROVEMENTS. 3. ALL CONSTRUCTION SHALL MEET ADA REQUIREMENTS. CONSTRUCTION CURVE DATA P.I. STATION DELTA RADIUS TANGENT LENGTH 108+16.58, 6.75'RT 14*39'53" 819.00' 105.39' 209.62' TRAIL (� CONSTRUCTION DATA BEGIN STATION TATION LENGTH I — 105+20.61, 0.00'RT 106+27.50, 10.00'RT I 106.8g, GRAPHIC SCALE 0 2.5 5 10 VERTICAL !Z��j I inch = 5 ft. 0 10 20 40 1 1 1 1 HORIZONTAL j_jim!rj 1 inch = 20 ft. EDMONDS INTERURBAN TRAIL SR104 TO 228TH ST SW NAVD OF 8 NAD OF 83 91 DRAWING TPP-4 TRAIL PLAN AND PROFILE STA 104-1-50 -10 8-1 A 109-11-00 SHEET 16 OF 67 _j Ord, RECEIVED TONE ErJUNING WALL SYMMS RETAINWG WAILL DESIGN JUL 182011 Version 3.3.1.167 SEISMIC DESIGN, Divl, Chap 5 ENGINEERING DIVISION Project: Edmonds Interurban Trail Project No: E11050 Case: Case 2 Design Method: AASHTO (modified soil interface) Design Parameters Soil Parameters: Reinforced Fill Retained Zone Foundation -Soil Reinforced Fill Type: Unit Fill: I Y-P-Cf 36 0 130 36 0 130 38 0 130 0. 75 " minus crushed stone or gravel Crushed Stone, I inch minus Date: 0711312011 dmw Peak Acceleration = 0.42 g Vertical Acceleration = 0. 00 g Factors of Safety (seismic are 75% of static) sliding: 1.5011.13 pullout: 1.5011.13 uncertainties: 1.5011.13 overturning: 2.0011.50 shear: 1.50 connection: 1.5011.13 bearing: 2.0011.50 bending: 1.50 Serviceability: 1. 00 INA Reinforcing Parameters: Huesker Geogrids Tult RFcr RFd RFid LTDS FS Tal Ci Cds 1500 1.67 1.12 1.10 728 1.50 485 0.90 0.90 Analysis: 5ft max wall height Unit Type: Standard 18" Leveling Pad: CrushedStone Wall HI: 600ft BackSlope: 10.00 deg. slope, Surcharge: LL: 250psfuniform surcharge Load Width: 20.00ft Case. Case 2 Wall Batter: 4.40 deg. embedment: 1.00ft 1. 00 ft long DL: 0 psf uniform surcharge Load Width: 20.00ft Results: , Overturninz Bearing Shear Bendin Factors of Safety: 2.9711.38 4.5311.78 31.42114.79 9.4815.78 2.7713.55 Calculated Bearing Pressure: 94911460psf Eccentricity at base: 0. 19 ft/1.25 ft Reinforcing: (ft & lbs/ft) Ca1c. Layer HeilZht Lenp_th Tension Reinf. Type 3 4.67 60 2381365 2019-20 2 2.67 5.0 3471480 2019-20 1 0.67 5.0 3901640 2019-20 Reinforcing Quantities (no waste included): 2019-20 1.78sylft Allow Ten Pk Conn Sery Conn Tal TO Tse 4851864 ok 4691625 ok 536INIA ok 4851864 ok 5001667 ok 6821 NIA ok 4851864 ok 5001667 ok 682INIA ok NOTE: THESE CALCULATIONS ARE FOR PRELJM[NARY DESIGN ONLYAND NOT BE USED FOR CONSTRUCTION WITHOUT REVIEW BYA QUALIFIED4 RECEIVE V-1 J clo UL (� .2011 DEVELOPMENT SERVICES CIE- CI1Y OF EDMONDS hi � W , Pullout FS 2.3611.23 ok 3.8312.21 ok 7.4613.64 ok Ij 4N AR _71MIll RECEIVED FEW TONE RETAINING WALL SYSTEMS P,ETAINING WALL DESIGN Version 3.3.1.167 SEISMIC DESIGN, Divl, Chap 5 Project: Edmonds Interurban Trail Project No: El 1050 Case: Case 3 Design Method: AASHTO (modified soil interface) Design Parameters Soil Parameters: ReinforcedFill Retained Zone Foundation Soil Reinforced Fill Type Unit Fill: X-P-Cf 36 0 130 36 0 130 38 0 130 0. 75 "minus crushed stone or gravel CrushedStone, I inch minus JUL 18 2011 ENGINEERING DIVISION Date: 0711312011 Designer: dmw Peak Acceleration = 0. 42 g Vertical Acceleration = 0.00 g, Factors of Safety (seismic are 75 % of static) sliding: 1.5011.13 , pullout. 1.5011.13 uncertainties: 1.5011.13 overturning: 2.0011.50 shear: 1.50 connection: 1.5011.13 bearing: 2.0011.50 bending. 1.50 Serviceability: 1. 0 0 INA Reinforcing Parameters: Huesker Geogrids Tult RFcr RFd RFid LTDS FS Tal Ci Cds 1500 1.67 1.12 1.10 728 1.50 485 0.90 0.90 Analysis: 4ft max wall height Unit Type: Standard 18 Leveling Pad-- Crushed Stone Wall Ht.- 5. 00ft BackSlope: 10. 00 deg. slope, Surcharge: LL: 250psfuniform surcharge Load Width: 20.00ft Results: Sliding Overtum Factors of Safety: 2.6211.32 3.7911.64 Calculated Bearing Pressure: 80611284psf Eccentricity at base: 0. 18 ft/l. I I ft Reinforcing: (ft & lbs/ft) Cale. Laver HeilZht LenZth Tension Reinf. Type 3 4.00 65 1931379 2019-20 2 2.00 4.0 2621313 2019-20 1 0.67 4.0 2761403 2019-20 Reinforcing Quantities (no waste included): 20 19-20 1.61 sy1ft Case: Case 3 Wall Batter: 4.40 deg. embedment: 1.00ft 1. 00 fi long DL: 0 psf uniform surcharge Load Width: 20.00ft Bearing Shear B�ndin 30.73113.96 13.0218.91 3.8115.12 Allow Ten Pk Conn Sery Conn Pullout Tal TO '. Tse FS 4851864 ok 4161555 ok 482INIA ok 2.8811.17 ok 4851864 ok 5001667 ok 682INIA ok 3.1312. 10 ok 4851864 ok 5001667 ok- 682INIA ok 5.9113.24 ok NOTE: THESE CALCULATIONSARE FOR PRELIAHNARYDESIGN ONLYAN NOTBE USED FOR CONSTRUCTION WITHOUT REVIEW BYA QUALIFIED RECEIVED TONE RETAINING WALL SYSTEMS F,ETAINING WALL DESIGN Version 3.3.1.167 SEISMIC DESIGN, Div I, Chap 5 Project: Edmonds Interurban Trail Project No: El 1050 Case: Case 4 Design Method: AASHTO (modified soil interface) Design Parameters Soil Parameters: Rein rcedFill Retained Zone Foundation Soil Reinforced Fill Type: Unit Fill: I c LT—cf 36 0 130 36 0 130 38 0 130 0. 75 " minus crushed stone or gravel Crushed Stone, I inch minus JUL 18 2011 ENGINEERING DIVISION Date: 0711312011 Designer: dmw Peak Acceleration =.0.42g .. Vertical Acceleration= 0.00g Factors ofSafety (seismic are 75% ofstatic) sliding: 1.5011.13 pullout: 1.5011.13 uncertainties: 1.5011.13 overturning.- 2.0011.50 shear: 1.50 connection: 1.5011.13 bearing: 2.0011.50 bending: 1.50 Serviceability: 1. 00 INA Reinforcing Parameters: Huesker Geogrids Tult RFcr RFd RFid LTDS FS Tal Ci Cas 1500 1.67 1.12 1.10 728 1.50 485 0.90 0.90 Analysis: 3ft max waffheight Unit Type: Standard 18 Leveling Pad: Crushed Stone Wall Ht: 4.00ft BackSlope: 10. 00 deg. slope, Surcharge: LL: 250psfuniform surcharge Load Width: 20.00ft Results: Sliding Overhirning Factors of Safety: 2.9811.68 5.2212.58 Calculated Bearing Pressure: 6311750psf Eccentricity at base: 0.03 ft/0.59 ft Reinforcing: (ft & lbs/ft) Cale. Laver Height Length Tension Reinf. Type 2 2.67 5.0 2381346 2019-20 1 0.67 4.0 2801415 2019-20 Reinforcing Quantities (no waste included): 2019-20 1.00sylft Case. Case 4 Wall Batter: 4.40 deg embedment: 1.00ft 1. 00 ft long DL: Opsfuniform surcharge Load Width: 20.00ft Bea Shear Ben 41.77130.90 12.4018.37 2.7713.55 Allow Ten Pk Conn Sery Conn Tal TO Tsc 4851864 ok 4691625 ok 536INIA ok 4851864 ok 5001667 ok 682INIA ok NOTE: THESE CALCULATIONS ARE FOR PRELIMINARY DESIGN ONLYAND SHOULD NOTBE USED FOR CONSTRUCTION WITHOUT REVIEW BYA QUALIFIED ENGINEER Pullout FS 2.2311.23 ok 4.4712.41 ok ED4 SHEET INDEX SHEET TITLE SHEET REF NO. SHEET NO. COVER SHEET --- 1 NOTES, LEGEND AND ABEIREMATIONS GN-1 2 HORIZONTAL CONTROL PLAN HC-1 3 TEMPORARY EROSION AND SEDIMENTATION CONTROL AND CLEARING PLAN EC-1 - EC-5 4-8 TEMPORARY EROSION AND SEDIMENTAT10N CONTROL DETAILS ECDT-I 9 TYPICAL SECTIONS TS-1 TS-3 10-12 TRAIL PLAN AND PROFILE TPP-1 TPP-11 13-23 TRAIL PLAN DETAILS TPDT-1 TPDT-9 24-32 ROAD PLAN RP-1 - RP-8 33-40 DETAILS DT-1 - DT-3 41-43 SANITARY SEWER PLAN AND PROFILE SSPP-I 44 SANITARY SEWER DETAILS SSDT-1 45 CHANNELIZATION AND SIGNING PLAN CH-1 - CH-13 46-58 CHANNELIZATION DETAIL CHDT-1 59 PLANTING PLAN L-1 60 PLANTING SCHEDULE, ABBREVIATIONS, NOTES, AND LEGEND L-2 61 PLANTING DETAILS L-3 L-4 62-63 IRRIGATION PLAN IR-1 64 IRRIGA11ON SCHEDULE, NOTES, ABBREVIATIONS, —POINT_OF CONNECTION, AND LEGEND IR-2 65 IRRIGATION DETAILS IR-3 IR-4 66-67 EDMONDS INTERURBAN TRAIL SFH04 TO 228TH ST SW CITY OF EDMONDS MAY 2011 FEDERAL AID No. CM-0365 (009) CITY PROJECT No. E2DB/C146 SECTION 31/32, TOWNSHIP 27N, RANGE 4E 224th ST SW 224 th ST SW PROJECTAREA 228th ST SW 99 104 Ballinger 234th ST Sw Lakes If Course 236th ST SW 236th ST SW L e 238th ST SW Nile Golf & 240th ST SW Ballinger Country Club 244th ST SW Snohomish C Par Ballinger 205th ST NW King Co Holyrood 104 Catholic N 200th ST Lake Cemetery Nk 5 VICINITY MAP INTS APPROVED BY ROBERTS. ENGUSH, P.E. CITY ENGINEER DATE 167:23WConsulting Engineers 1601 Fifth Avenue, Suite 1600 Seattle, Washington 98101-3665 (206) 622-5822 Fox (206) 622-8130 E C ILME 0 V ED JUL 2 12011 DEVELOPMENT SERVICES CIR. CITY OF EDMONDS I OF 67 NOTES PROPOSED LEGEND EXISTING LEGEND ABBREVIATIONS WOOD FENCE RAMP PARCEL LINE AD AREA DRAIN LBS POUNDS LES A.D. ABSOLUTE VALUE OF DIFFERENCE IN GRADES LF UNEAR FDOT/)LINEAR FEET -0 0 CHAIN UNK FENCE RICH I- OF- WA Y LINE AL ALUMINUM LN LANE ANSI AMERICAN NATIONAL STANDARDS INSTITUTE LUM LUMINAR - - - - - - - - - SAWCUT ONE DRIVEWAY CHAIN LINK FENCE APPROX APPROXIMATE LT LEFT ASPH ASPHALT SURFACE MAX MAXIMUM WOOD FENCE ASSY ASSEMBLY MFR MANUFACTURER - c - CUT LINE AVE AVENUE MIN MINIMUM EDGE OF PAVEMENT GAS LINE BC BOTTOM OF CURB MISC MISCELLANEOUS - F - FILL LINE CONCRETE FACE OF CURB BGID BELOW GRATE INLET DEVICE mi MECHANICAL JOINT BACK OF CURB KA TER LINE BLDG BUILDING N NORTH CITY/COUNTY BOUNDARY BACK OF SIDEWALK SS BMP BEST MANAGEMENT PRACTICE N/A NOT APPLICABLE r SANITARY SEWER LINE 80 BLOW OFF ASSEMBLY NAD NORTH AMERICAN DATUM PERMEABLE BALLAST �D GOT BOTTOM NAVD NORTH AMERICAN VERTICAL DATUM . . . . . . . CLEARING OMITS STORY DRAIN LINE BRG BEARING NE NORTHEAST BVC BEGIN VERTICAL CURVE No. NUMBER WATER METER BOX POROUS ASPHALT CONCRETE UNDERGROUND COMMUNICA 77ON BVCS BEGIN VERTICAL CURVE STATION NOM NOMINAL al BW BOTTOM OF WALL NTS NOT TO SCALE UNDERGROUND POKER CB CATCH BASIN NW NORTHWEST WATER ONE APSHALT CONCRETE PAVEMENT CIP CAST -IN -PLACE 0. C. ON CENTER OVERHEAD POKER q CENTERLINE OD OUTSIDE DIAMETER CL CLASS OP/OVHP OVERHEAD POWER SANITARY SEWER MANHOLE UOVUUENT IN CASE CLIF CHAIN LINK FENCE P POWER PLAZA CONCRETE PAVEMENT CUR CLEAR, CLEARANCE PC POINT OF CURVATURE SANITARY SEWER ONE SURVEYMARK AS NOTED CMp CORRUGATED METAL PIPE PCF POUNDS PER CUBIC FOOT CMU CONCRETE MASONRY UNIT It PROPERTY LINE FRAME AND GRATE PLAZA CONCRETE PAVEMENT 6-� POWER POLE WItUMINAIRE CND CONDUIT PL PLACE (12- MIN. DEPTH) Co COUNTY POC POINT OF CONNECTION POWER POLE CO CLEANOUT Pp POWER POLE STORM DRAIN CB, TYPE 1 0 COE CITY OF EDMONDS PRC POINT OF RETURN CURVATURE 0- 0 * GRAVEL DRIVEWAY GUY ANCHOR COL COLUMN PSF POUNDS PER SQUARE FOOT STORM DRAIN CB, TYPE 2 CONC CONCRETE, CONCRETE SURFACE PSI POUNDS PER SQUARE INCH GUY POLE CONN CONNECT PT POINT OF TANGENCY CONST CONSTRUCTION PUD PUBLIC UTILITY DISTRICT o CLEANOUT 0 ELECTRIC MANHOLE CONT CONTINUE(D) PVC POLYVINYL CHLORIDE JUNC177ON BOX CPEP CORRUGATED POLYETHYLENE PIPE PA POINT OF VERTICAL INTERSECTION STORM DRAIN LINE CSBC CRUSHED SURFACE BASE COURSE PVT POINT OF VERTICAL TANGENCY CSTC CRUSHED SURFACE TOP COURSE PVMT PAVEMENT TELEPHONE RISER BOX CU CUBIC R RADIUS/RANGE INLET PROTECTION DDCVA DOUBLE DETECTOR CHECK VALVE ASSEMBLY RCP REINFORCED CONCRETE PIPE ED WATER ME TER DI DUCTILE [RON RD ROOF DRAIN CONSTRUCTION ENTRANCE DIA DIAMETER REBAR REINFORCING BAR WATER VAL IE DWG DRAWING REINF REINFORCE(D) (ING) X X SILT FENCE E EAST REF REFERENCE 0 FIRE HYDRANT EA EACH RPM RAISED PAVEMENT MARKING MAILBOX SEWER MANHOLE EJ EXPANSION JOINT RJ RESTRAINED JOINT EL/ELEV ELEVATION RT RIGHT ELEC ELECTRIC R/W RIGHT OF WAY MAILBOX GROUP SEWER ctEANOUT ED EQUAL S SOUTH Q ESMT EASEMENT SCH SCHEDULE GATE STORY DRAIN MANHOLE EV ELECTRICAL VAULT SO STORM DRAIN EVC END VERTICAL CURVE SDMH STORM DRAIN MANHOLE LT CATCH BA SINIINL E T EVCE END VERTICAL CURVE ELEVATION SE SOUTHEAST SIGN EW EACH WAY SEC SECTION 0 TYPE If CA TCH BASIN EX/EXIST EXISTING SHT SHEET BIKE LANE SYMBOL EXP EXPOSED, EXPANSION SNOCO SNOHOMISH COUNTY .... BOLLARDS EXT EXTERIOR SIR STATE ROUTE I'D FLOOR DRAIN SS SANITARY SEWER SIGN FDC FIRE DEPARTMENT CONNECTION SSMH SANITARY SEWER MANHOLE BIKE SHARROW FDN FOUNDATION ST STREET -D MAILBOX FHY FIRE HYDRANT ASSEMBLY STA STATION FLASHING BEACON FIN FINISHED STD STANDARD cDcCD3 ROCKERY FL FLANGE/FLANGE JOINT STL STEEL FT FEET/FOOT Svc SERVICE SPEED CUSHION CONIFEROUS TREE FTG FOOTING Sw SOUTHWEST GAL GALLON(S) T TOWNSHIP CONC. MODULAR BLOCK WALL 0 DECIDUOUS TREE GALV GALVANIZED TEL TELEPHONE GI GRATE INLET TCE TEMPORARY CONSTRUCTION EASEMENT -,#C- ALTERNATE Al ILLUMINATED BOLLARD SUBSTITUTION GND GROUND TOC TOP OF CURB GV GAS VALVE/GATE VALVE TW TOP OFWALL HMA HOT MIX ASPHALT TYP TYPICAL IE WOOD BOULARD HP HIGH POINT UGP UNDER GROUND POWER HT HEIGHT UCT UNDER GROUND TELEPHONE BOLLARD HTB HORIZONTAL THRUST BLOCK VC VERTICAL CURVE 0 FIXED BOLLARD ICV IRRIGATION CONTROL VALVE W/o WITHOUT ID INSIDE DIAMETER WSDOT WASHINGTON STATE DEPARTMENT FIRE HYDRANT MARKER IE INVERT ELEVATION E -1 OF TRANSPORTATION IF INSIDE FACE RE %1,,0,IQ-0VErb-F WELDED WIRE FABRIC DITCH CENTERLINE IN INCH @ AT INCL INCLUDE(S) (ED) (ING) 0 DIAMETER VAULT ACCESS INV INVERSE E UAL 9A /7/A,' IRR IRRIGATION JUL 2112 11 # N'UMBER K K-VALUE LB POUND (LB) DEVELOPMENT SERVICES CTR- NAVO OF 8B DRAWN BY DESIGNED BY OV EI)A,, CITY OF EDMONDS NAD OF 83/91 0" 1. LEI EDMONDS INTERURBAN TRAIL DRAWING CALTWOMSS , WA JDC AFC Consulting Engineers CHECKED BY APPROVED BY DAmmYOUDIG 1601 Fifth Aven SR104 TO 228TH ST SW GN-1 LAW RJL ue, Suite 1600 DATE 1-8D424-55 Seattle, Washington 98101-J665 MAY 4. 2011 1 '-� 1 )6) 622-5822 Fox (206) 622-8130 1 'p 2"B9 SHEET S C A L E 401ST NOTES, LEGEND, AND ABBREVIAT'IONS IONAL CHD+ APPIR. REVISION J 0 8 No.: 103401 AS NOTED FED. AID No. CM-0365 (009) /4 S L) Qj 2 OF 67 SW1/4 SEC.32 T.27N. FIAE. W.M. CONSTRUCTION NOTES: CONSTRUCTION ENTRANCE. SEE DETAIL, DRAWNG ECDT-1. e) SILT FENCE. SEE DETAIL, DRAWNG R/W ECDT-1. . -t., do INLET PROTECTION. SEE DETAIL, fy P" DRAWING ECDT-I CLEARING & GRUBBING LIMITS TREE TRIMMING IP REMOVE TREE 12" Ch—, LWU GENERAL NOTES: CL R/W CONSTRUCTION z t", 4'aAY v 1. CONSTRUCT INLET PROTECTION ON ALL —c DOWNSTREAM CATCH BASINS AND w-d F—� 13 ..d INLETS RECEIVING WATER WTHIN 200' -c C�c OF CONSTRUCTION. c —�—I— F-1 TA C-N 11)1�00 103+0q0 F 2. REMOVE ALL EROSION CONTROL LLJ UJI C�c FACILITIES AT PROJECT COMPLETION. —c + —C 5-6-&.d F�— C—C C DZU c H �LN E7-EE:S M T 0 'SEE 0 -t--7 12' -J17 —j� CL CE nip L/ 5 j14 313 RT R/W CL �j ja v JUL c(-, 120111 DEVELOPMEN'T SERVICES CTR- CITY OF EDMONDS cX — — — — — — — — — — GRAPHIC SCALE SEE NOTE 0 10 20 40 9,4 IZIAI I inch = 20 ft. NAVD OF 88 NAD OF 83/91 DRAM BY DESIGNED BY OV EDAf DRAWING JDC UiTwomss 1. LEI EDMONDS INTERURBAN TRAIL &ECKED BY — %, SR104 TO 228TH ST SW EC-2 �P—PROVED BY Consulting Engineers I WA LAW RJ1- DAYS BEFOfE YOU �G 1601 Fifth Avenue, Suite 1600 DXTF— 1-8D424-55 .11 Seattle, Woshrngton 98101-3665 TEMPORARY EROSION AND SEDIMENTATION (206) 622-5822 Fox (206) 622-813�e 2 9 SHEET MAY 4, 2011 CONTROL AND CLEARING PLAN — S C A L E: NO. DATE BY CHID. A PR. REVISION J 0 B No. : 103401 AS NOTED FED. AID No. CM-0365 (009) ", vmw� PREVIOUS SHEET TO STA 109+50 5 OF 67 I -j r NW1/4 SEC.32 T.27N. RAE. W.M. CONSTRUCTION NOTES: CONSTRUCTION ENTRANCE. SEE DETAIL, DRAWING ECDT—I. SILT FENCE. SEE DETAIL, DRAWNG ECDT-1. INLET PROTECTION. SEE DETAIL, DRAWING ECDT-1 CLEARING & GRUBBING LIMITS d 24' Ced., C) TREE TRIMMING LO LO H R1. RT + 8' Fru;t Fruit 37 Fruit A R/W + 6 CIAIIN'EL si REMOVE TREE & I NE EL.22�.i Aqph.1t GENERAL NOTES: U) -j---- I w — ----- 1—w w —w 1 2+00 % Mph.11 da 1. CONSTRUCT INLET PROTECTION ON ALL p . it 74 th A en Mphdl DOWNSTREAM CATCH BASINS AND A�phdt 4- G - - - --- INLETS RECEIVING WATER WITHIN 200' z OF CONSTRUCTION. 0 T- 2. REMOVE ALL EROSION CONTROL Q FACILITIES AT PROJECT COMPLETION. TT R/W TT Lr) R/W u, C) + 3 CONSTRUCTIO Lr) + 4 pp olw—y F dl- -Y-- C U) —w '11 00 1 �3L U) I —w �2 119 -C;- -j A�hdt EL-299-5/zl ;�h LLI Z A' It -7�wenue-ff 4 _ G 2� —F �p RE, R/W APPROX. WETLAND BOUNDARY-----,., SF CL S CONSTRUCTION JUL 21 2911 DEVELOPMENT SERVICES CTR C, ry OF EDMONDS GRAPHIC SCALE OA j 0 10 20 40 1 inch = 20 ft. NAVD OF88 NAD OF 83/91 DRAWN BY DESIGNED BY 1. LEI OV E Q.41 EDMONDS INTERURBAN TRAIL DRAWING JDC CALL 10 SS CHECKED BY APPRO' Consulting Engineers LAW RJL UAIO YOU DG — — C, SR104 TO 228TH ST SW EC-3 1601 Fifth Avenue, Suite 1600 1-8D424-55 Se.ttle, W.shington 98101-3665 TEMPORARY EROSION AND SEDIMENTATION SHEET MAY 4, 2011 (206) 622-5822 Fox (206) 622-81 S C A L E: -- CONTROL AND CLEARING PLAN NO. DATE BY CHID. APPR. REVISION J 0 B No. : 103401 AS NOTED I FED. AID No. CM-0365 (009) KA S90 STA 109+50 TO STA 119+50 6 OF 67 ADAPTER SKIRT TRIM TO WITHIN 5- OF GRATE, (TYP) GEOTEXTILE FABRIC INLET PROTECTION NOTES: SEDIMENT ACCUMULATION RETRIEVAL STRAP OVERFLOW BYPASS FOR PEAK STORM VOLUMES 1. INSERT SHALL BE INSTALLED IN ALL OPERATIONAL CATCH BASINS PRIOR TO CLEARING AND GRADING ACTIVITY, OR UPON PLACEMENT OF A NEW CATCH BASIN. 2. PERFORM MAINTENANCE IN ACCORDANCE WITH THE CURRENT WSDOT STANDARD SPECIFICAnON 8-01.3(15) 3. UNLESS OTHERWISE SPECIFIED, WHEN DEPTH OF ACCUMULATED SEDIMENT AND DEBRIS REACHES APPROXIMATELY ONE-THIRD THE HEIGHT OF DEVICE THE DEPOSITS SHALL BE REMOVED. DEBRIS OR CONTAMINATED SEDIMENT SHALL BE DISPOSED OF IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 2-01.2. CLEAN SEDIMENTS MAY BE STABILIZED ON SITE USING APPROVED BEST MANAGEMENT PRACTICES WHEN THE ENGINEER APPROVES, 4. SIZE THE BELOW GRATE INLET DEVICE (BGID) FOR THE STORM WATER STRUCTURE IT WILL SERVICE 5. THE BGID SHALL HAVE A BUILT-IN HIGH -FLOW RELIEF SYSTEM (OVERFLOW BYPASS) 6. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BGID WITHOUT SPILLING THE COLLECTED MATERIALS. SEDIMENT REMOVAL SHALL BE ACCOMPLISHED BY REMOVING THE INSERT, EMPTYING INTO APPROPRIATE DISPOSAL LOCATION, AND REINSERTING IT INTO THE CATCH BASIN. CATCH BASIN INLET PROTECTION DETAIL NTS 'c" R�_ MAINTENANCE STANDARDS 1. QUARRY SPALLS (TYPE 1) SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF A WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASH WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND. 3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON -SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT MEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT IS NECESSARY TO WASH THE STREETS, THE CONSTRUCTION OF A SMALL SUMP SHALL BE CONSIDERED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP. 4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 5. IF VEHICLES ARE ENTERING OR EXITING THE SITE AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. SILT FENCE NOTES: CONSTRUCTION ENTRANCE DETAIL NTS 1. SILT FENCE SHALL BE PURCHASED IN A CONTINUOUS ROLL AND CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED WIRE MESH SUPPORT FENCE (TO BE TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6-INCH OVERLAP, AND SECURELY FASTENED AT BOTH ENDS TO POSTS. SILT FENCE IN CONTINUOUS ROLLS USE STAPLES LOCATED ON THE DOWNHILL SIDE OR WIRE RINGS TO ATTACH FABRIC TO WIRE OF THE FILTER FAB 2. POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30 INCHES). WIRE ESH SUPPORT FENCE FOR 3. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 8 INCHES WIDE AND 12 INCHES DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER. THE SILT FENCE SHALL BE LAID IN THE FILTER FABRIC SILT FENCE ------ BOTTOM OF TRENCH THEN BACKFILLED WITH NATIVE MATERIAL. n r n b BURY BOTTOM OF FILTER 4. A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY-DUTY WIRE STAPLES AT LEAST I INCH LONG, TIE WIRES OR HOG RINGS. THE b WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 12 INCHES AND SHALL NOT EXTEND MORE THAN 24 INCHES ABOVE THE ORIGINAL GROUND SURFACE. MATERIAL IN B"x 12" TRENCH GROUND SURFACE 5. THE SILT FENCE SHALL BE STAPLED OR WIRED TO THE WRE MESH SUPPORT FENCE AND 20 INCHES OF THE SILT FENCE SHALL BE EXTENDED INTO THE TRENCH. THE SILT FENCE SHALL NOT EXTEND MORE THAN 24 INCHES ABOVE THE ORIGINAL GROUND SURFACE. THE SILT FENCE SHALL NOT BE STAPLED TO EXISTING TREES. LO 8" MIN 6. SILT FENCES SHALL NOT BE REMOVED BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. PROVIDE NATIVE MATERIAL IN TRENCH Pt;;� --------------- 11 rr — — — AND ON BOTH SIDES OF FILTER FENCE j FABRIC ON THE SURFACE 7. SILT FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. 6' MAX. BURY BOTTOM OF FILTER B. SILT FENCES VALL BE INSTALLED PARALLEL TO ANY SLOPE CONTOURS. U U 2"x2"x5' WOOD POSTS. MATERIAL IN B"x I " TREN STANDARD OR BETTER OR '�'_�2%2" WOOD POSTS. STANDARD 2 CH EQUIVALENT. 9. CONTRIBUTING LENGTH TO FENCE WILL NOT BE GREATER THAN 100 FEET. R FF OR BETTER OR EQUIVALENT -4 '. 'qV NOTES: 10. 00 NOT INSTALL BELOW AN OUTLET PIPE OR WEIR. LIU. I UPON COMPLETION OF THE PROJECT OR MEN DIRECTED BY 11. INSTALL DOWNSLOPE OF EXPOSED AREAS. THE RESIDENT ENGINEER, THE SILT FENCE MAY BE REMOVED. 12. DO NOT DRIVE OVER OR FILL OVER SILT FENCES. JUL 2126111 DEVELOPMENT SERVICES CTR CITY OF EDMONDS SILT FENCE DETAIL 9A 7UW NTS NAVD OF88 NAD OF 83/91 DRAWN BY DESIGNED BY OV El)_Al DRAWING JDC 1. LEI,, EDMONDS INTERURBAN TRAIL CALTWOMSS from Consulting Engine WA.-.' CHECKED BY APPROVED B ers SR104 TO 228TH ST SW ECDT-1 'j, LAW RJL Y DAYS BM YOU DIG 1601 Fifth Avenue, Suite 7600 w DATE I-M494-555 i Seattle, Washington 98101-3665 MAY 4, 2011 622-5822 Fox (206) 622-81 240 TEMPORARY EROSION AND SEDIMENTATION CONTROL SHEET IST S C A L E: JOKAL LNO. I DATE BY CHID. APPR. REVISION 1 0 a No. : 103401 AS NOTED FED. AID No. CM-0365 (009) NOTES AND DETAILS 9 OF 67 j 107400 108+00 109+00 RIGHT WALL PROFILE GENERAL NOTES 1. FOR CONCRETE MODULAR RETAINING WALL DETAILS, SEE DRAWING TPDT-9. NTS PROPOSED FACE OF CONCRETE MODULAR RETAINING WALL, 18'LT PROPOSED FACE OF CONCRETE MODULAR RETAINING WALL, 18'LT 320 ............ Z .. . . ............... EXISTING - GRADE; 20'LT . .......... 320 ................... ......... ........... ............ ......... ....... ...... ...... ..... ...................... ........ ... ..... -- - I - I - - - - - -*�� -/— EXISTING GRADE, 161T - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - / - - - - - - - - - STAIRS, SEE DETAIL DRAWING TPDT-4 STAIRS, SEE DETAIL DRAWING TPDT- 4 315 . ..... .......... - - ................ .................. . ............................................................ ............ EXISTING. GRADE, CONSTRUCTION..� ....... ............... .................. . . .. .... ..... .. . ...... . I ..... ...... . ... ...... ......... 315 . . .......... ................... APPROXIMATE PROPOSED TRAIL GRADE, 121T z� ----------------- - - - - - - - - - - - - - - - - ----- PROPOSED FACE OF CONCRETE MODULAR RETAINING WALL, 14'LT ............ ............... ....................... ........................................ .......... ...... .. .......... .... .. ..... .. ..... . .. . ... . ..... .......................................................... 310 ................... ....................... 310 . ................. .... ..... . . .. .... . .......... . .......................... - ....... ............ .......... -.... JUL 2 12611 DEVELOPMENT SERVICES CTR- GRAPHIC SCALE CITY OF EDMONDS 0 5 10 20 VERTICAL 109+00 110+00 1 inch 20 fL OA IZIM 0 5 10 20 LEFT WALL PROFILE HORIZONTAL NTS NAVD OF 88 1 inch 10 ft NAD OF 83/91 DRAWN BY DESIGNED BY LEI V Er)_A, DRAWING JDC AFC CALL TWO MASS WA EDMONDS INTERURBAN TRAIL ECKED BY APPR Consulting Engineers �OVE' BY DAYS BRE YOU DIG SR104 TO 228TH ST SW TPDT-7 LAW RJL 1601 Fifth Avenue, Suite 1600 —DATF--- Seattle, Washington 98101-3665 SHEET MAY 4, 2011 5) 622-5822 Fox (206) 622-8130, 4119 TRAIL PLAN ---T—DATE BY CHD. APPIR. 0 S C A L E: s, Di NO ij . L DETAILS REVISION J 0 B No.: 1034 AS NOTED FED. AID No. CM-0365 (009) 11 /0 C) 1� 1 1 30 OF 67 Al L� PLACE POST IN CENTER OF STANDARD U NIT VOID CHAIN 1111 FENCE AS SHOWN ON PLA 8" MIN ' LOW PERMEABLE SOIL NON -SHRINK GROUT POST SLEEVE IN PLACE 4" CAP UNIT Lfl IE�l I lfl 2' I CONSTRUCT GEOTEXTILE ' - - '* WALL HEIGHT FOR UNDERGROUND DRAIN 1 1.= I \, 1 ,,--CONST WEEP HOLE OUTLET 50' D.C. SLOPE 0.5% FILL W/CONC CL 3000 MATCH BLOCK FINISH GRAVEL BACKFILL 8 EDGE OF TRAIL FOR WALLS 12 11 Irl L11 APPROXIMATE LIMITS PROP. ASPHALT OVERLAY --TTr---FTT--1 OF EXCAVATION 111 I In I 1=1 I m I I' IE IERI 1 14111 UNDERDRAIN PIPE 6 IN. DIAI.l.-J 1=1 1 1=1 1 1—l' COMPACTED NATIVE CONCRETE MODULAR RETAINING'WALL TYPE A -CUT CONDITION NTS BASE LEVELING PAD NOTES: 1. THE LEVELING PAD IS TO BE CONSTRUCTED OF CRUSHED ROCK . 2. THE BASE FOUNDATION IS TO BE APPROVED BY ENGINEER PRIOR TO PLACEMENT OF THE LEVELING PAD. EXCAVATION LIMITS 12" CRUSHED ROCK LEVELING PAD NO. I DATE I BY I CHID. I APPR. STANDARD UNIT WIDTH: ' 18" DEPTH: 21" HEIGHT: 8" WEIGHT: 108 LBS CAP U WIDTH: DEPTH: HEIGHT: WEIGHT: MATCH FRONT FACE TO PROPOSED WALL FACE, SEE WEEP HOLE DETAIL STANDARD UNIT/BASE PAD ISOMETRIC SECTION VIEW NTS REVISION UNIT FACE PLACE POST IN CENTER OF STANDARD UNIT VOID CHAIN LINK FENCE AS SHOWN ON PLAN NON -SHRINK GR OUT POST S No' GR' SLEEVE IN PL�ACE 4" CAP UNIT 2' MI STANDARD UNIT e) FENCE PLAN DETAIL CHAIN LINK FENCE SECTION DETAIL NTS PLACE POST IN CENTER OF STANDARD UNIT VOID CHAIN LINK FENCE AS SHOWN ON PLAN PROP. OVERLAY MON SHRINK GROUT POST� P C\ SLEEVE IN E EXIST. ROADWAY 6" CRUSHED SURFACING BASE COURSE C�DNSTTRUCTT �GGEOTIE) ANA MR 7W M 'EL BA WALLS NOTE: WOOD FENCE POSTS START AT 108+68 AND END AT 109+21.25, NTH 8' MAXIMUM SPACING D.C. PLACE POST IN BACK OF - MODULAR BLOCK UNITS 4"x4" WOOD FENCE POST-\ 8" MIN. LOW PERME�� " _CE �SOIL, 4" CAP UNIT 2' MIN. PROP. SLEEVE -IT- SYSTEM ASPHALT GRAVEL BACKFILL OVERLAY FOR WALLS Mi I 5EI I I CONSTRUCT GEOTE FOR UNDERGROUND DRAIN WOOD FENCE SECTION DETAIL NTS 4" CAP UNIT y' P L I MO. 1 1� Ilk UlL —STANDARD UNIT EijiDESIGN HEIGHT VARIES CONST WEEP HOLE OUTLET 50' D.C. l'-2 SLOPE 0.5% FILL W/CONC CL 3000 MATCH BLOCK FINISH El IL EXISTING ROADWAY COMPACTED NATIVE UNDERDRAIN PIPE 6 IN. DIAM. CONCRETE MODULAR RETAINING WALL TYPE A OVERHEIGHT CONDITION WS kWN BY DESIGNED BY OV EbAf LEI '�Ak G� JOC AFC -p :CKED BY APPROVED BY DAyS BM yoU DG ffmConsulting Engin'eers LAW RJL 1601 Fifth Avenue, Suite 7600 00' H00-424-M Seattle, Washington 98101-3665 DATE (206) 622-5822 Fox (206) 622-8130 MAY 4, 2011 240 2 CM-0365 (009) DNA AS NOTED S C A L E: 1 0 8 No. : 103401 FED. AID No. FACE OF WALL -0 4" PVC PIPE SAWCUT V CONC. CLASS 3000 6" PERFORATED PVC DRAIN PIPEE -WEEP HOLE DETAIL NTS I 1_9i ta' .2m JUL 2 1 H11 DEVELOpMENTSERVA ESICTIFt. I CITY OF EDIVION FENCE POST SAND BACKFILL /- FINISHED WALL GRADE 4 4 4 NON -SHRINK �GROUT,. 4 DIAMETER PVC PIPE W/DOWNTURNED BELL FENCE SECTION DETAIL NTS EDMONDS INTERURBAN TRAIL SR104 TO 228TH ST SW TRAIL PLAN DETAILS NAVID OF 88 11 NAD OF 83/91 A DRAWING TPDT-9 SHEET 32 OF 67