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APPROVED ENG TRE STM RESUB 3-BLD2023-1355+Civil_Plan+10.18.2024_3.31.39_PM+4569307N. O 0 J J U N U) 0 Q U 0 O 0 c 0 to L Q) LL 0 J U E >� c d 0 0LL L In a L �0 QQ N 2 J J >1>1 mm co (0V N 00 C.0CD DEVELOPMENT TEAM OWNER /APPLICANT VILLAGE LIFE LLC 19020 33 RD AVE WEST, SUITE 450 LYNNWOOD, WA 98036 CONTACT: KEVIN BALLARD EMAIL: KEVIN@VILLAGE-LIFE-NET PHONE: (425) 530-6700 CIVIL ENGINEER MOMENTUM CIVIL 1145 BROADWAY, SUITE 115 TACOMA, WA 98402 CONTACT: DREW HARRIS, P.E. EMAIL: DREWH@MOMENTUMCIVIL.COM PHONE: (253) 319-1506 CONTACT: MARC PUDISTS, P.E. EMAIL: MARCP@MOMENTUMCIVIL.COM PHONE: (253) 319-1505 SURVEYOR HARMSEN, LLC 2822 COLBY AVE, SUITE 300 EVERETT, WA 98201 PHONE: (360) 794-78711 LANDSCAPE ARCHITECT VARLEY VARLEY VARLEY 19819 30TH DRIVE SE BOTH ELL, WA 98102 CONTACT: JEFF VARLEY PHONE: (425) 466-9430 GEOTECHNICAL ENGINEER EARTH SOLUTIONS NW, LLC 15365 N E 90TH ST, SU ITE 100 REDMOND, WA98502 CONTACT: HENRY WRIGHT, P.E. PHONE: (425) 220-5711 ARBORIST LAYTON TREE CONSULTING, LLC PO BOX 572 SNOHOMISH, WA98052 CONTACT: BOB LAYTON PHONE: (425) 220-5711 GENERAL NOTES 1. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PLAN TO THE CITY OF EDMONDS PUBLIC WORKS FOR REVIEW AND OBTAIN APPROVAL PRIOR TO ANY WORK WITHIN THE RIGHT-OF-WAY. MOMENTUM CIVILASSUMES NO RESPONSIBILITY FOR TRAFFIC CONTROL. 2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF EDMONDS STANDARDS. IF CITY OF EDMONDS STANDARDS DO NOT ADDRESS A PROJECT ELEMENT, THEN THE LATEST VERSION OF THE WSDOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION SHALLYAPPLY UNLESS SUPERSEDED BYTHIS PLAN SET, OR AN ORDER OF THE ENGINEER OR OWNER. 3. CONTRACTOR TO INSTALL IRRIGATION SLEEVING AND ELECTRICALAND LIGHTING CONDUIT BASED ON LANDSCAPE AND ELECTRICAL/LIGHTING PLANS, RESPECTIVELY. SITE INFORMATION PARCEL NUMBER(S):27041900202900 P ROJ ECT AD D R ESS: 8503 200TH STREET SW EDMONDS, WA98026 LOT AREA: 15,056 SF SURFACE COVERAGE SUMMARY: NEW AND REPLACED IMPERVIOUS SURFACE: 3,2594 SF (0.08 AC) NEW POLLUTION GENERATING IMPERVIOUS SURFACE: 1,900+/- SF (0.04AC) LANDSCAPING/TOPSOIL AMENDMENT AREA: 10,026+/- SF (0.24 AC) TOTAL DISTURBED AREA: 15,252+/- SF (0.35 AC) SITE VOLUME CALCULATIONS CUT VOLUME 96.23+/- CY FI LL VOLU M E 74.07+/- CY NET VOLUME 22.20+ - CY EARTHWORK NOTE: ALL VOLUMES ARE APPROXIMATE AND ARE PROVIDED FOR PERMITTING PURPOSES ONLY AND REPRESENTTHE FINISH GRADE TO EXISTING GRADE AS SHOWN ON THE PLANS. CONTRACTOR SHALL RELY ON THEIR OWN ESTIMATES FOR DETERMINING ACTUAL EARTHWORK QUANTITIES. THE VOLUMES LISTED ABOVE DO NOT ACCOUNT FOR STRIPPINGS, IMPORTED SUBGRADE MATERIALS, PAVEMENT DEPTHS, TRENCHING, STRUCTURAL EXCAVATION, EXPANSION/COMPACTION FACTORS, OR ANY SOIL TYPE FILL SPECIFICATION FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS, OR ANY KNOWN SUBSTANCES THAT ARE TOXIC, HAZARDOUS, DANGEROUS, OR WHICH OTHERWISE VIOLATE ANY STATE, FEDERAL, OR LOCAL LAW, ORDINANCE CODE, REGULATION RULE, ORDER, OR STANDARD OF AN AGENCY HAVING JURISDICTION. ALL FILL MATERIAL SHALL BE EARTHEN, BE CAPABLE OF COMPACTION IN COMPLIANCE WITH ASTM D1557, AND BE IN COMPLIANCE WITH THE PROJECT -SPECIFIC GEOTECHNICAL RECOMMENDATIONS. POST -CONSTRUCTION SOIL QUALITY AND DEPTH ALL DISTURBED SOILSTHATARE TO REMAIN VEGETATED IN THE POST -DEVELOPED CONDITION SHALL BE AMENDED IN -PLACE TO COMPLY WITH DEPARTMENT OF ECOLOGY BEST MANAGEMENT PRACTICE (BMP) T5.13 EXISTING CONDITIONS VERIFICATION PRIOR TO ANY EXCAVATION ACTIVITIES, THE CONTRACTOR SHALL VERIFY THE LOCATIONS AND DEPTHS OF UNDERGROUND UTILITIES TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED UTILITIES SHALL BE POTHOLED AT THE LOCATION WHERE NEW CONNECTIONSAPE PROPOSED TO VERIFY INVERTS, MATERIALS, SIZE, AND GENERAL CONFORMANCE WITH THESE PLANS. CONTACT PROJECT ENGINEER IF CONDITIONS ARE DIFFERENT THAN ANTICIPATED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY AND GENERAL SITE FEATURES ARE CONSISTENT WITH THESE PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED IMPROVEMENTS. CONTACT PROJECT ENGINEER IF ANY CONFLICTS ARE IDENTIFIED. TOPOGRAPHIC SURVEY DISCLAIMER THE EXISTING CULTURAL AND TOPOGRAPHIC DATA SHOWN ON THESE PLANS HAS BEEN PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, MOMENTUM CIVIL CANNOT ENSURE ITS ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE PLANS ASA RESULT. TRENCH SAFETY IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR (4) OR MORE FEET IN DEPTH THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF WSDOT SECTION 2-09.3(3)B, IT SHALL BE SHORED AND CRIBBED. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR WORKER SAFETY AND MOMENTUM CIVIL ASSUMES NO RESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 49.17 RCW. A PORTION OF THE NW 1/4, SECTION 19, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. FULKERSON SINGLE FAMILY CIVIL PLANS 8S03 200TH STREET SW NORTH 416.85 20 0 10 20 40 FEET) 3 NEW TREES PER LANDSCAPING PLAN NO WORK PERMITTED IN THE CITY RIGHT-OF-WAY. ALL STAGING, EQUIPMENT, MATERIALS, ETC. SHALL BE LOCATED ON PRIVATE PROPERTY. OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per city standards that is caused or occurs during the permitted project. GRADE AT PROPERTY CORNER 416.27 GRADE AT PROPERTY CORNER 416.41 O J om m 7.50' BSBL PPN 2`I° D C I —00 DF LINE uJ I 00 00 N PROPOSED NEW SINGLE 0 0 FAMILY HOUSE N < z . ' .'. A A. .a .• • d 'a i I .a ♦ .. °• :d4. . W 00Q :.a• I I I (A T a I I I V I + , .4 .4 -JI L II -- Cn / — — 0 � o Z � EX. PAINTED �Q w �- 14.�� R�.� ° SS O U S— SS SS LL Q 3" CONDUIT-PSE POWER CCI Q CAST 0 w "C 1" CON DUITUIIT-ZIPLY ,D � SD— SD SD SD So - (I 0 c cD ^ UTILITY BORING HOMISH COUNTY #1 )HP4 HP J OHP J OHP J OHP J OHP —J 0 G J OH J EX. CURB AND GUTTER OHP OHP OH _ I DATUM POINT ELEV=416.53' SSMH RIM=416.53' IE=407.18' (8" IN E) CB T-1 RIM=417.00' IE=407.08' (8" OUT W) IE=411.48' (12" CONIC E) IE=411.48' (12" CONIC W) UTILITY PURVEYORS / SERVICES STORM: CITY OF EDMONDS SEWER: CITY OF EDMONDS WATER: SNOHOMISH COUNTY PUD NO.1 POWER: PUGET SOUND ENERGY ELECTRONIC FILE RELEASE FIRE SPRINKLER DESIGN AN AUTOCAD (DWG) DRAWING FILE OF THE PLANS WILL BE MADE AVAILABLE TO THE AN APPROVED NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) FIRE SPRINKLER SYSTEM IS CONTRACTOR UPON REQUEST. PLEASE BE AWARE THAT ELECTRONIC FILES ARE FURNISHED REQUIRED FOR THE PROPOSED STRUCTURE. REFER TO FIRE SPRINKLER PLANS PREPARED BY SOLELY FOR CONTRACTOR'S CONVENIENCE AND SHALL NOT REPLACE NOR BE USED TO OTHERS FOR ALL INTERIOR COMPONENTS. SUBSTITUTE THE CONTRACT DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTING THE IMPROVEMENTS ACCORDING TO THE CONTRACT DOCUMENTS. NAVD 88 DATUM INFORMATION IS DERIVED FROM SSHM ON 200TH STREET ELEV = 416.53' BASIS OF BEARING N89004'20"E ALONG THE MONUMENTED CENTERLINE OF 200TH ST SW AS SHOWN ON THE PLAT OF SEAWOOD SECOND ADDITION REFERENCED BELOW. SURVEY REFERENCES SEAWOOD SECOND ADDITION AFN 8901205004 RECORD OF SURVEY AFN 8510085001 REVISED SHORT PLAT S-4-69 AFN 8912220347 RECORD OF SURVEY AFN 201707315001 0 7.50' B L 0 IE=411.62' (12" CONIC W) CB T-1 RIM=419.51' —J IE=412.46' (12" CONIC E) IE=412.46' (12" CONC W) IE=412.56' (12" CONIC N) CIVIL SHEET INDEX PAGE # SHEET # SHEET TITLE 1 C1.0 COVER SHEET 2 C2.0 DRAINAGE AND UTILITY PLAN 3 C3.0 TESC AND DEMOLITION PLAN 4 C3.1 TESC DETAILS CB T-1 RIM=417.71' IE=415.96' (6" PVC S) yYyT 187thStSW i U U Jt ` Perrinlait'.e U J j 3 laeth St SW $ !yn„r►ale Pa I k 187th 91 9w > U S < v 3 .' 1886 Pt SW m J J p Blake 91 <' £ 189th P Sw 3 S a 1e9th W Sty. 9 rb4 18_alh Pl sw 3 E S'v 19sie Sierra "h 3 ySt 'n 190 h 7� a r Park o� a' I:rlth StSW '°...' U) 19rts ;.Vnndale F t SW 3 ffementary lLLnI V 192rd St sw Sct0o1 ^ 19$tn, Z Siena Jr 8cit" /92 /P7 SW 192nd PI SW Q f 192nd t = Sierra Or 193 3PI Sw 113rd P SW t LU S a ,9d• 3 y<lnv 6 3 m F let Or 196th St SW tg6th S' a sw tvsSr sw m o = 1%th St SW 1 r °( Vt g+t O (n (n tend Way t9eth SS SW' °�' I I PROJECT SITE w w +ssrth St SW 1mth P. SW a C C Z zocth St SW M lewaod St SW 200th St:W U O O O vine PI �° [I•mentary 3 zotrt St SW Lynawootl �� m• � (n � U U ScVoof " a S Munivipal 9 c W z MAPLEW000 HILLS r �' Golf Edmonds Ccmmunity ? Q r a202nd b st SW m a m Course 202nd PI SW 202nd St cW college i :'12nd ,t ' ., Z Ll_I OfU U St - o 3 S .22a" s SW s S 203rd it SW n O W W W W Dale z ¢ in ILr�u Lr�u i r Colleen Parre 2f11h St SW > O LL LL IJ y ;rhool Q Q Pine Ridge 3 d 206`,h St Sat 'Y N_ N_ N_ Bel st ^ ±+ Park a ii o Colkg• ?lace e LLJ N f $ m ^ laiddle School r t / Q N M a'n St Nam S3 �20Fth PI s 208th St SW O _ 0 SW 3 £ � � 3 G O � N M Yost Memorial park F a 1Cth St Z 3 e 3 3 svu t 6 3 IN alnut St s^eii C t a a £ Ld7�'rpd C'c 3: rSeottle 90 - 212th St SW is;A212t. St ea ti rM1e/I Height Pr � h1 � zes�h etsw2 i, 3 1 _ VICINITY MAP 500 0 250 500 1000 FEET ) LEGEND FOUND MONUMENT IN CASE 0 FOUND SURVEY MARKER AS NOTED A FOUND MAG NAIL & WASHER AS NOTED ® YARD DRAIN 0 CLEAN OUT ® CATCH BASIN TYPE 1 CATCH BASIN TYPE 2 pd WATER VALVE ® WATER METER FIRE HYDRANT SEWER MANHOLE cv GAS VALVE UTILITY POLE UTILITY POLE ANCHOR 0 POWER JUNCTION BOX ® COMMUNICATIONS RISER ® MAILBOX SIGN O GATE POST FIR TREE (SIZE NOTED) ® CEDAR TREE (SIZE NOTED) 0 DECIDUOUS/NUT TREE (SIZE NOTED) P1, MAPLE TREE (SIZE NOTED) t, s HOLLY TREE (SIZE NOTED) - PAVEMENT GRAVEL CONCRETE - WOOD WALL VBF VERTICAL BOARD FENCE )( FENCE LINE SS SEWER LINE SD STORM DRAIN LINE W WATER LINE OHP UNDERGROUND POWER OHP OVERHEAD UTILITIES T UNDERGROUND COMMUNICATIONS G GAS LINE COMPLIES WITH APPLICABLE CITY STORMWATER CODE 5 C4.0 DRAINAGE AND SEWER DETAILS 6 C4.1 WATER DETAILS AND CONSTRUCTION NOTES 7 C4.2 R-TANK DETAILS 1 8 C4.3 R-TANK DETAILS 2 9 C5.0 HAUL ROUTE AND TRAFFIC CONTROL PLAN 11 /25/2024 Know what's below. Call before you dig. BLD2023-1355 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: 11 /14/2024 BY: CITY ENGINEERING DIVISON PERMIT RESUB Oct 18 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT U W 3 Z ? W O W � I� v. w i T� Z O W `1 J V W C 0 N LL J > O W a >•i s � s t' AA33MF-NTUM CIVIL 1145 BROADWAY, SUITE 115 TACOMA, WA 98402 PHONE: 253.319.1504 CHECKED BY: D. HARRIS DESIGNED BY: D.HARRIS DRAWN BY: J.SANTOS HORZ. DATUM:NAV83/91 VERT. DATUM: SSHM ON 201 DATE: 10/16/24 PROJECT NO. VILL-001 SHEET NO. 1 of 9 REFERENCE NO. Cl 0 0 J U > E c 0- a) 6 0 u- �U) O L � 00 Q.� EN J � mm 5-a- N � N Nt 04 N 0o c0 o MAIN FLOOR ELEVATION (MFE) BOTTOM OF EXCAVATION FRONT GARAGE ELEVATION HOUSE HEIGHT CALCULATIONS HOUSE RECTANGLE EXISITNG CORNER ELEVATIONS 417.10 413.60 416.67 POI NT A 416.78 POINT B 416.40 POI NT C 415.23 POINT D 415.99 AVERAGE EXISTING GRADE 416.10 MAXIMUM ROOF HEIGHT 441.10 VERTICAL FEET BETWEEN MAX AND PROPOSED 000.34 HEIGHT SURVEY REQUIRED AS LESS THAN 1 FOOT DIFFERENCE MAIN FLOOR ELEVATION 417.10 FRONT GARAGE ELEVATION 416.67 NOTE: CONTRACTOR SHAL POTHOLE TO VERIFY EXISTING SEWER INVERT ELEVATIONS FOR SANITARY SEWER AND CONTACT ENGINEER IF ELEVATIOKNS VARY FROM THIS SHOWN ACCEPTABLE TIGHTLINE MATERIAL: SDR 35 SCH 40 N-12 F810 HANCOR FLOW DISPERSION TRENCH 2' WIDE X 6" DEEP NOTE: CONTRECTOR TO GRADE SITE TO PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURE AROUND ENTIRE BUILDING PERIMETER. 10.81'. EXISTING DRIVWAY A PORTION OF THE NW 1/4, SECTION 19, TO D C* 1 CONCRETE PAD FOR HEAT PUMP co I I co I f cfl I / I Lu I P I I N CD I PROPOSED NEW SINGLE � � I o z 1 FAMILY HOUSE I MFE = 417.10 I 3 --- .. Z0 d ' . . . . . . . . . . . d'..4�. d. ° .�4... d 4 -a. .. ....`. DRNEWAY 1% SLOSOUTH\NEST a / IIII ° - W AR A I I °.. ro .. d .: d : ao 1 ..a .� I 4" SEWER I.E. AT BU I LDI NG 411. O d: d .. / . 20.00' ° 7 a .° . PATH. �z a FLOW I � : a ° I a. ROOF DRAIN CONNECTION �. 6"PVCIE415.51 . . . . .. .° I - - 8.I I . I a ° ° °.. 8 LF 6" PVC 8 3% .. q -� 3.00' .4-a d. a / N ........,. .. .-...........1 -J ° 1 . ......... a ° I- - --� 6 PVC I E 414.68 19 Pi27 NORTH, RANGE 4 EAST, W.M. i O \ NORTH \ 10 0 5 10 20 (FEET) NOTE: R-TANK IS NOTTRAFFIC-BEARING AND LANDSCAPING OR ROCK FEATURES SHALL BE INSTALLED TO PREVENT VEHICLES FROM DRIVING OVER THE TANK. STRIPE PER CITY OFEDMONDS STANDARD DETAIL TR-561. WIN A MINIMUM OF 3HORIZONTAL SEPARATION AND 1' VERTICAL SEPERATION IS PROVIDE REPORTS REQUIRED BETWEEN DRY UTILITIES AND SEWER, WATER, STORM AND 5' o FOR THE HORIZONTAL SEPERATION FROM ANY INSTALLATION OF CITY MAINLINES. I THE R-TANKS TO THE ENGINEERING FOOTING DRAIN CONNECTION 6" PVC I E 413.60 OZ WA ------ 3 G O U) uJ Y. 2%SL�pED UTHW 1 GRIDaj O-o ,9 2 CC) icnLiU)o w U . . . . . . . . . TOW ARpS °d : I i <'4 w w oQ. .. ...... I 2' G1 o INSPECTOR. ENGINEERING SHALL ALSO COMPLETE i INSPECTIONS FOR NOTE: ROOF DRAINS SHALL THE RJANK. RUN SEPERATELY FROM FOOTING DRAINS. oy `n a Im- . . . . . . . . ' 6" PVC E 412.8 I o a , PRI L NAGE EASEMENT PER c� cn w d d I SIDE BACKFILL ; i RECORDING NO. -°. d a' 16"PkIE4128 .......�. d a. ------- - 1 5 �g . . . . . . . . . ° n PSG @- - - - - - - - - c o 20 FLOW pATH ° i�LF rO 7 LF 6" PVC @ 4.86% (� O I . .4 a S 42 / L DE AT PROPERTY CORNER 416.27 - EXISTING DRIVEWAY\ 20.38' - SS IMPERVIOUS CALCULATIONS LOT AREA HOUSE LOT COVE PAGE ROOF AREA DRIVEWAY/WALKWAY/PATIO TOTAL IMPERVIOUS 5 r YD#1 -1 R I M 416.35 6" PVC (NE) 413.85 417 -� a r- NEW 6" PVC 21' L)PIVEWAY WITH WINGS o �F6„p � �'C 11 0o SO @OS, Sri X Z\.., /Z� °S 6 'LOQT �� 'b 10 SO �N89°04'20"E 99.2 ' O�� _q� _ �Q CB#2 -TYPE 2 48" J 16.00' `r RIM 417.18 6" PVC (E) 412.51 6" PVC (W) 412.51 GO o W W W W v J G�zww > Z �o cn Q Q o�r�XF-J EX. PAINTED 00 SKIP C/L Z oL: Ln \ - w - z w w3S SS SS �U)< r( X w� Sl SD SD SD - _ G OHP EX. CURB AND GUTTER , DATUM POINT ELEV=416.53' SSMH RIM=416.53' DRIVEWAY BMP T5.12 SHEET FLOW = 1,516 SF IE=407.18' (8" IN E) DRIVEWAY LOCATED WITHIN ROW = 310 SF 8" OUT �/�/ IE=407.08' (TO BE DRAINED TOWARDYD#1) ( ) REMAINING IMPERVIOUS FOR DETENTION = 3,615 SF R-TANK VOLUME REQUIRED = 72.3 SF X 3DEPTH = 216.9 C F R-TANK DETENTION PROVIDED = 3.08 SF X 25 MODULES X 3DEPTH X 95 % POROSITY = 219.3 CF MAX. ALLOWED IMPERVIOUS = 5,166 SF SD �1- SD S� - l� G G - =15,056 SF OHP OHP OHP = 2,974 SF = 19.8% = 3,259 SF =1,900 SF = 5,159 SF = 34.1 % SANITARY SEWER 12 0 SERVICE AT 7.8% MIN o I SLOPE a 12" WATER BOTTOM OF PIPE 414.92 w c a 6" SEWER TOP OF PIPE=410.41 o 4.5T CLEARANCE BETWEEN PIPES Iw SS SS SS Ss-1 SS SS SS - I x APPROX INVERT=408.69 M MAINTAIN 2' COVER OVER DRY UTILITIES CONDUITS 8 - SD - - SD - SD -SD- - SD SD -OHP OHP OHP OHP OHP OHF OHP PEDESTRAIN CROSSWALK / ACROSS SCHOOL DRIVEWAY CB T-1 RIM=417.00' IE=411.48' (12" CONC E) IE=411.48' (12" CONC W) TYPEOFAREA AREA(SF) STORVDNATERFACIUTY LAWN AND LANDSCAPE 9938 RTANKDETENTION ROOFS 3259 R TANKDETENTION DRIVEWAY 1516 BMPT5.12 SHEET FLOW DRIVEWAY 293 R TANKDETENTION %RETROFIT 3423 REMOVAL G P - 202410090252 oya SNOHOMISH COUNTY 10.75EASEMENT �y N89°04'20"E 78.39' GRADE AT PROPERTY CORNER 417.68 �- `CB#1 -TYPE 2 48" \NITH�9L113 RIM 417.86 6" PVC (W) 412.30 12"CPEP (S) 411.80 W - - W - 200TH ST SW1. _ _ _ 12" STORM TOP OF PIPE 412.66 12" WATER BOTTOM OF PIPE 414.42 1.76' CLEARANCE BETWEEN PIPES PROVIDED SS SS SS SS SS 8" SANITARY SEWER PIPE 408.69 12" STORM BOTTOM OF PIPE 411.6 2.64' CLEARANCE BETWEEN PIPES PROVIDED - SD SD - SD - �D SD - G G OHP OHP OHP OHP OHP -OHP- CB T-1 RIM=418.14' IE=411.62' (12" CONC E) IE=411.62' (12" CONC W) IE 411.62' (12" CPEP) NEW DATUM NAVD 88 UTILITY KEYNOTES OTHE ROOF DRAINS ARE TO BE CONNECTED TO THE R-TANK. O2 THE FOOTING DRAINS TO BE CONNECTED INTO CATCH BASIN #1. G) DRIVEWAYTO BE SLOPED TOWARD SHEET FLOW DISPERSION TRENCH ON WEST SIDE OF DRIVEWAY. SHEET FLOW DISPERSION TRENCH TO USE DETAIL SD-635 ON SHEET C4.0. DRIVEWAY LOCATED WITHIN ROW TO BE SLOPED TOWARDS YARD DRAIN #1 AT EDGE OF ROW. INSTALL SHALLOW BERM ON WEST SIDE OF DRIVEWAY WITHIN ROW IF NECESSARY TO MAKE STORMWATER FLOW TO YARD DRAIN #1. O4 EX CHARGING STATION TO BE LOCATED WITHIN THE GARAGE. OINSTALL R-TANK PER MANUFACTURER SHOP DRAWINGS ON PAGES C4.2 5 AND C4.3. R-TANK HD 25 DOUBLE + MINI (2.5) MODULES GRAVEL BASE FROM 412.26 TO 412.51 INSTALL R-TANK MODULES AT 41231 TOP OF R-TANK 416.05 12" COVER ALLOWED WHERE ALL VEHICLE LOADING IS RESTRICTED MINIMUM GRADE OVER TANK 417.05. GEOGRID SHOULD EXTENTS' BEYOND EXCAVATION FOOTPRINT.CONTRACTOR TO PROVIDE SHOP DRAWINGS MATCHING PROPOSED GEOMETRY. ONEW 1" METER TO BE INSTALLED BYTHE CITY OF EDMONDS PUBLIC WORKS DEPARTMENT IN PROPOSED ROW PER WA-130. OINSTALL NEW 1 %2" POLY WATER LINE WITH TRACER WIRE. TO BE INSTALLED BY CITY OF EDMONDS PUBLIC WORKS. ORESTORE TRENCH PAVEMENT DEMOLITION AREA PER GU-410. SEE DETAIL GU 400 ON SHEET C40 ALL PAINT/STRIPING PER CITY OF EDMONDS PUBLIC WORKS STANDARDS TO MATCH ADJACENT PAVEMENT. ORE -LAY SEWER AND INSTALL 4" SSCO WITHIN 2' OF HOUSE. APPROX I.E. _ 411.86 10 INSTALL 6" SSCO ON NEW SEWER SERVICE AT EDGE OF ROW PER DETAIL SS-200. APPROX I.E. = 410.87. 11 CB # 2 CONTROL STRUCTURE WITH ONE 0.5" DIAMETER ORIFICE. ORIFICE -301 WITH OVERFOW AT 415.51. TO USE DETAIL SD INSTALL UNDERGROUND NEW DRY UTILITY. LINES FROM EXISTING POLE 3" 12 CONDUIT-PSE POWER.!" CONDUIT COMCAST.1" CONDUIT-ZIPLY. UTILITY BORING BY SNOHOMISH COUNTY PUD #1. 13 CONNECT TO EXISTING CB. IE= 411.62 G DRIVEWAY TO BE CONSTRUCTED OF 3" HMA CL Z" (OVER 6" CRUSHED SURFACING) WITHIN ROW, AND 6" CONCRETE OVER 4" CRUSHED SURFACING ON PRIVATE PROPERTY. PROPOSED UTILITY LEGEND - - - - - - - - - - - - - - - - BUILDING OVERHANG RD ROOF DRAIN W W WATER SERVICE UGP UNDERGROUND POWER SERVICE FD FOOTING DRAIN WATER METER YD, CB TYPE 2 O SEWER CLEANOUT CB T-1 RIM=419.51' IE=412.46' (12" CONC E) IE=412.46 (12 CONC W) IE=412.56' (12" CONC N) DATUM INFORMATION IS DERIVED FROM SSHM ON 200TH STREET ELEV = 416.53' NOTES: 1. REPLACE ALL DISTURBED HARD SURFACES NECESSARY FOR SIDE SEWER CONSTRUCTION WITH LIKE MATERIAL PER GU-410. 2. FINAL SURFACE RESTORATION WITHIN RIGHT-OF-WAY TO BE COMPLETED BY CONTRACTOR NOT CITY OF EDMONDS. 3. UTILITY PATCHES WITH LESS THAN 20 FEET OF SEPARATION TO BE COMBINED AND FULL WIDTH OR HALF WIDTH OVERLAY WILL BE REQUIRED DEPENDING ON THE EXTENT OF DISTURBANCE. WHERE UTILITY PATCHES FALL ENTIRELY WITHIN ONE TRAVEL LANE, THE OVERLAY SHALL EXTEND TO THE CENTERLINE OF THE ROADWAY. WHERE UTILITY PATCHES EXTEND INTO BOTH TRAVEL LANES THEN A FULL WIDTH OVERLAY IS REQUIRED. 4. EXISTING FAILING OR DAMAGED ROW IMPROVEMENTS SHALL BE REMOVED AND REPLACED AS DETERMINED BY THE CITY ENGINEERING INSPECTOR. S. A MINIMUM OF 3HORIZONTAL SEPARATION AND 1' VERTICAL SEPARATION IS REQUIRED BETWEEN DRY UTILITIES AND SEWER, WATER, STORM AND 5 FROM ANY CITY MAINLINES. 6. UTILITY CROSSINGS WITHIN THE ROW TO BE RESTORED TO EXISTING CONDITIONS PER GU-400 AND GU-410. 7. 10' PROPOSED ROW SHOWN ONLY AS REFERENCE TO CITY OF EDMONDS OFFICIAL STREET MAP. NO ROW IS PROPOSED TO BE DEDICATED AS PART OF THIS PERMIT. 8. MATAIN A MINIMUM OF 3' OF HORIZONATAL SEPERATION BETWEEN THE WATER SERVICE AND DRY UTILITIES. APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: 11 /14/2024 BY:-rHhc�f CITY ENGINEERING DIVISON U) U) z � O w z z w w a o 2 2 U p O O 0 w ~ ~ Z 0� U U O g O U) Q Q N N N w Lo N (.0 Q - N M O �q o z V N M PERMIT RESUB Oct 18 2024 CITY OF EZNDS DEVELOPME ERVICES DEPAR NT a u J 3 Z Z H Vi LL w J Q O W Z O 0 LLLL J Q M W > W O o V AM mmm� s � s s m AACMENTUAA CIVIL 1145 BROADWAY, SUITE 115 TACOMA, WA 98402 PHONE: 253.319.1504 CHECKED BY: D. HARRIS DESIGNED BY: D.HARRIS DRAWN BY: J.SANTOS HORZ. DATUM:NAV83/91 VERT. DATUM: SSHM ON 201 DATE: 10/16/24 PROJECT NO. VILL-001 SHEET NO. 2 OF 9 REFERENCE NO. C2.0 A PORTION OF THE NW 1/4, SECTION 19, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. U U Si TESC AND DEMOLITION LEGEND m S 0 0 O J J_ U W H a� U) IT` 0 U J E c 0- a) o �U) 0 L � a) �:'U) Q.c EE as N J M mm 22 N � (0V N 00 c0 o ai 2 a� o> a-iq APPROVED BY PLANNING Nov 19 2024 Tree protection fence shall remain in place for the duration of project per ECDC 23.10.070(C). Signage designating tree protection areas with the following text shall be installed on fence at least every 15 feet: Tree and Soil Protection Area, Entrance Prohibited Report violations to: (425) 771-0220 SS — 7- SS - 6 Q SD SD SD sf�� SD SD SD SD - —SF--- OHP OHP HP —OHP —OHP —OHP —OHP OH NOTES 1. DISPERSION AREAS TO MAINTAIN VEGETATED STATE OR FOLLOW BMP T5.13: POST -CONSTRUCTION SOIL QUALITY AND DEPTH REQUIREMENTS. 2. HEAVY MACHINERY TO BE OPERATED OUTSIDE OF DISPERSION AREA DURING CONSTRUCTION. 3. DEMOLITION OF ANY STRUCTURES TO BE UNDER SEPARATE PERMIT. 4. TEMPORARY STOCKPILE TO BE COVERED WITHIN 24 HOURS. S. INSTALLAND MAINTAIN ALLTESC MEASURES ACCORDING TO APPROVED PLANS, CITY OF EDMONDS STANDARD DETAILS, AND ALL OTHER MEASURES THAT MAY BE REQUIRED DURING CONSTRUCTION. 6. ALL DISTURBED AREAS TO BE COMPOST AMENDED PER 2019 SWMMWW BMP T.5.13 IE=407.08' (8" OUT W) PROTECTALL EXISTING IMPROVEMENTS NOT DESIGNATED FOR REMOVAL THROUGHOUT CONSTRUCTION. PARTICULAR ITEMS ARE CALLED OUT FOR PROTECTION WITHIN THIS PLAN SET FOR EMPHASIS ONLYAND THE LIST IS NOTALL-INCLUSIVE. CONTACT ENGINEER OR OWNER IF THERE IS ANY UNCERTAINTY PERTAINING TO THE LIMITS OF DEMOLITION OR EXISTING ITEMS TO REMAIN. THIS TEMPORARY EROSION AND SEDIMENT CONTROL (T.E.S.C.) PLAN REPRESENTS A MINIMAL LEVEL OF BM PS ANTICIPATED FOR THIS SITE. THE CONTRACTOR SHALL MODIFY AND AUGMENTTHIS T.E.S.C. PLAN AS NECESSARY TO FULFILL ALL THE REQUIREMENTS OF THE SITE SPECIFIC CONSTRUCTION STORM WATER PERMIT. CAUTION LOCATION OF EXISTING UTILITIES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY LOCATION OF UTILITIES PRIOR TO PROCEEDING WITH CONSTRUCTION. CONTRACTOR MUST CALL1-800-424-SSSS NOT LESS THAN TWO FULL BUSINESS DAYS BEFORE BEGINNING EXCAVATION WHERE ANY UNDERGROUND UTILITIES MAY EXIST. EXISTING UTILITIES TO BE LOCATED, PROTECTED, AND REPAIRED IN ACCORDANCE WITH RCW 19.122. IE=411.48' (12" CONC E) IE=411.48' (12" CONC W) GENERAL DEMOLITION NOTES 1. CONTRACTOR SHALL COORDINATE WITH FRANCHISE UTILITY PURVEYORS REGARDING CONFLICTS, REMOVAL, OR RELOCATION OF EXISTING FACILITIES. 2. CONTRACTOR SHALL PROTECT ALL UTILITIES / STRUCTURES TO REMAIN, AND ADJUST RIMS TO FINISHED GRADE. 3. CONTRACTOR TO POTHOLE AND VERIFY PROPOSED CROSSINGS AND CONNECTIONS WITH EXISTING UTILITIES. VERIFY PIPE SIZE AND INVERTS. NOTIFY ENGINEER OF ANY CONFLICT WITH DESIGN. 4. PROTECT AND PRESERVE ALL ADJACENT IMPROVEMENTS. COORDINATE WITH OWNER/ENGINEER IF CONFLICTS EXIST OR CONDITIONS ARE DIFFERENTTHAN SHOWN. S. PROTECT AND PRESERVE ALL SITE IMPROVEMENTS NOT DESIGNATED FOR DEMOLITION. IE=412.56' (12" CONC N) W I LV V/11 1\JIY VI In"" BE APPROVED BY CITY OF EDMONDS ENGINEERING INSPECTOR. RECOMMENDED CONSTRUCTION SEQUENCE 1. MARK CLEARING AND DEMOLITION LIMITS. 2. INSTALL INLET PROTECTION AROUND EXISTING STORM DRAIN INLETS. 3. INSTALL CONSTRUCTION ENTRANCES, SILT FENCES, SEDIMENT TRAPS, AND CONSTRUCTION FENCES ON THE SITE. 4. INSTALL PERMANENT STORMWATER CONVEYANCE SYSTEM. INSTALL INLET PROTECTION IN STRUCTURES AS THEY ARE INSTALLED. S. BEGIN DEMOLITION. 6. GRADE SITE. 7. INSTALL UTILITIES, IRRIGATION SLEEVES, CURBS AND GUTTERS. 8. CONSTRUCT BUILDING. 9. PREPARE SITE FOR PAVING. 10. PAVE SITE. 11. COMPLETE PAVING AND PERMANENTLY STABILIZE THE SITE. 12. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES AFTER SITE IS PERMANENTLY STABILIZED. TREE PROTECTION FENCING FILTER FABRIC FENCE C+G C+G CLEARING+GRADING LIMITS TREE REMOVAL 40 0 INLET PROTRECTION J�1o�a STABILIZED CONSTRUCTION ENTRANCE (BMP C105) DEMOLISH EXISTING BUIULDING DEMOLISH EXISITNG CONCRETE DEMOLISH EXISTING GRAVEL AND APSHALT TESC AND DEMOLITION KEYNOTES 1 O INSTALL TREE PROTECTION, TREE PROTECTIVE FENCING SHALL BE A MINIMUM HEIGHT OF THREE FEET, VISIBLE AND OF DURABLE CONSTRUCTION; ORANGE POLYETHYLENE LAMINAR FENCING IS ACCEPTABLE. OINSTALL SILT FENCE ALONG NORTH, WESTAND EAST. PER EDMONDS STANDARD DETAIL ER-900 ON SHEETC3.1. OTEMPORARY STOCKPILE LOCATION. ODEMOLISH EXISTING HOUSE UNDER PERMIT#BLD2024-0267. (D GRAVEL TO BE REMOVED. (D INSTALL AI6' X SO' CONSTRUCTION ENTRANCE PER EDMONDS STANDARD D ETAI L E R-901 O N S H E ET C3.1 . OTREE'S TO BE REMOVED. OEXISTING WATER SERVICE TO BE REMOVED. OEXISTING SHED'STO BE DEMOLISHED UNDER PERMIT#BLD2024-0267. 10 FRONTAGE GRAVEL TO BE REMOVED AND REPLACED WITH COMPOST AMENDED SOILS PER BMP TS.13. 11 STORM, SEWER AND DRY UTILITY TRENCHES TO BE RESTORED PER GU-400 AND GU-410 ON SHEET COMBINED ASPHALT OVERLAY SHOWN. SEE SHEET C2.0 FOR RESTORATION SPECIFICATIONS. 12 INSTALL INLET PROTECTION PER EDMONDS STANDARD DETAIL ER-902. 13 DECOMMISSION ASSOCIATED POWER SERVICE TO THE SHED. 14 EXISTING WOOD WALLS TO BE REMOVED. 15 REMOVE EXISTING SEWER CLEANOUTS AND SEWER SERVICE PER CITY REQUIREMENTS. 16 REMOVE EXISTING CONCRETE. 17 SHADED ASPHALT TO BE REMOVED. 18 REMOVE ANY EXISTING FENCE IN AREAS WHERE IT OBSTRUCTS NEW PLANS. 19 SEDIMENTTRAP PER DETAIL 4ON SHEETC3.1 OVERFLOW TO DRAIN TO PROPOSED CATCH BASIN. IDENTIFY AND PROTECT DISPERSION AREA, INSTALL HIGH VISIBILITY 20 FENCING AROUND THE PROPOSED SHEET FLOW DISPERSION AREA, PER DETAIL OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE ALL DISTURBED SOILS SHALL BE COMPOST AMENDED PER CITY OF EDMONDS STANDARD DETAIL SD-642 OR APPROVED EQUAL. APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: 11 /14/2024 BY: CITY ENGINEERING DIVISON U) U) z 0 w z z � w w U O 0 0 Ln ~ ~ Z w 0� U U O g o UJ U) Q Q N N N w I.— Lo N (.0 Q — N CO O O � �q� 0 V N co \` PERMIT RESUB Oct 18 2024 CITY OF ENDS DEVELOPME ERVICES DEPAR1nNT a z O Z 0 LL J O � (A �e J W 2 p Z J LL v W o N M W J Q O Ln Go z U V) W a s� s � s MOMENTUM CIVIL 1145 BROADWAY, SUITE 115 TACOMA, WA 98402 PHONE: 253.319.1504 CHECKED BY: D. HARRIS DESIGNED BY: D.HARRIS DRAWN BY: J.SANTOS HORZ. DATUM:NAV83/91 VERT. DATUM: SSHM ON 200 DATE: 10/16/24 PROJECT NO. VILL-001 SHEET NO. 3 of 9 REFERENCE NO. C3.0 A PORTION OF THE NW 1/4. SECTION 19. TOWNSHIP 27 NORTH. RANGE 4 EAST. W.M. N. 0 0 J J > Z U C0 W iv m 0 < U 0 0 It 0 c 0 0 L m H 0 U J E > 2> c a - a) ai E- 0 U) c a) M >,U) <.� N .9 M J � mm NOO N N 00 (0o _LS 4 TH IN DE FULL WIDTH GRESS/EGRESS DETAIL NOTES: 1O THE MINIMUM LENGTH SHALL BE EXTENDED AS NECESSARY TO ENSURE MATERIAL IS NOT TRACKED OFF SITE AND/OR INTO THE PUBLIC RIGHT-OF-WAY. O ATB DRIVEWAY RAMP AND/OR SITE ACCESS ROAD 15' WIDE MIN. SEE TABLE BELOW FOR REQUIRED LENGTH. NOTES: 1. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 2. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT OFF SITE AND/OR ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL QUARRY SPALLS AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED OFF SITE AND/OR ONTO PUBLIC RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY. 3. WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO LEAVING THE SITE. WHEN WASHING IS USED, IT SHALL BE DONE ON AN AREA STABILIZED WITH QUARRY SPALLS AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 4. INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. PROJECT SIZE MIN LENGTH OF (FEET) QUARRY SPALLS* < 1/4 ACRE 30 < 1 ACRE 50 < 3 ACRE 100 > 3 ACRE 100 *PROVIDE ATB OR ASPHALT TRANSITION WHERE FRONTAGE ROAD IS AN ARTERIAL. LENGTH TO BE DETERMINED BY CITY INSPECTOR. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN CITY OF EDMONDS STABILIZED CONSTRUCTION ENTRANCE PUBLIC WORKS DEPARTMENT APPROVED BY: R. ENGLISH Figure 11-3.26: Cross Section of Sediment Trap SA = 2 x Q2/0.00096 Q2 = 0.05942 CFS SA = 0.11884/0.00096 SA = 124 SF Surface area determined at top of weir 1' Min. 3.5' - 5' f 1 t Flat Bottom 1.5' Min. Note: Trap may be formed by berm or by partial or complete excavation. DEPARTMENT OF ECOLOGY State of Washington Washed gravel Geotextile 2" - 4" Rock Rip Rap REVISION DATE JANUARY 2018 Discharge to stabilized conveyance, outlet, or level spreader NOT TO SCALE 4 Cross Section of Sediment Trap Revised June 2016 Please see http.Y/www.ecy.wa.gov/copyrighthtmt for copyright notice including permissions, limitation of liability, and disclaimer. 2019 Stormwater Management Manual for Western Washington Volume 11- Chapter 3 - Page 386 STANDARD DETAIL ER-901 CITY OF EDMONDS PUBLIC WORKS DEPARTMENT 18yv CATCH BASIN GRATE FILTER SOCK WITH OVER FLOW HOLES (TYP) CATCH BASIN NOTES: 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN THIS APPLICATION AT ALL TIMES DURING CONSTRUCTION PERIOD. 2. ANY SEDIMENT IN CATCH BASIN INSERT SHALL BE REMOVED WHEN INSERT IS ONE—THIRD FULL. 3. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN. TEMPORARY SEDIMENT TRAP FOR CATCH BASINS APPROVED BY: R. ENGLISH REVISION DATE JANUARY 2018 STANDARD DETAIL ER-902 CONSTRUCTION SEQUENCE NOTES 1. SCHEDULE A PRE -CON THROUGH MYBUILINGPERMIT.COM AND EMAIL ENGINEERINGPERMITS@EDMONDSWA.GOV 2 DAYS IN ADVANCED OF DATE REQUESTED. 2. REVIEW TEMPORARY EROSION AND SEDIMENT CONTROL NOTES. 3. CALL FOR UTILITY LOCATES. 4. INSTALLTESC MEASURES AND MAINTAIN DUST CONTROL WHILE PREVENTING DISTURBANCE OF ANY AREAS OF VEGETATION OUTSIDE THE CONSTRUCTION ZONE. 5. HAVE EROSION CONTROL MEASURES INSPECTED BYTHE CITY OF EDMONDS ENGINEERING INSPECTOR. ALLTEMPORARY SEDIMENTATION AND EROSION CONTROL MEASURES MUST BE IN PLACE AND INSPECTED PRIOR TO ANY CONSTRUCTION OR SITE CLEARING. EROSION AND SEDIMENTATION CONTROL PREACTICES AND/OP DEVICES SHALL BE MAINTAINED UNTIL PERMANENT VEGETATION IS ESTABLISHED. 6. DEMOLISH EXISTING STRUCTURES. 7. ROUGH GRADE SITE AS REQUIRTED TO INSTALL DRAINAGE FEATURES. 8. CLEAR, GRUB & ROUGH GRADE SITE. COMPOST AMEND AND REVEGETATE DISTURBED AREAS NOT SUBJECTTO ADDITIONAL SURFACE DISTURBANCE IMMEDIATELYAFTER ROUGH GRADING, OTHER EXPOSED AREAS SHALL BE STABILIZED PER EROSION CONTROL NOTES BELOW. 9. INSTALL UTILITIES AND OTHER SITE IMPROVEMENTS, INCLUDING FRONTAGE IMPROVEMENTS. 10. STABILIZE AND COMPOST AMEND ALL EXPOSED SOILS PER CITY OF EDMONDS STANDARD DETAIL SD-642 PRIOR TO REVEGETATION OF ENTIRE SITE. 11. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION . ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED UPON FINAL SITE STABLIZIATION AND APPROVAL BYTHE CITY. 2" x 2" WOOD/STEEL FILTER FABRIC SECURED TO 2" x 2" 14 GA WIRE FABRIC EQUAL NATIVE BACKFILL MATERIAL FILTER FABRIC MATERIAL IN CONTINOUS ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE 2" x 2" WOOD/STEEL POSTS Y Y _ U U � m J J J in U) Z I- O w Z Z w w U Z O O U U U U w ~ ~ Z lY U U O g U) U) IY w w U tY tY LU < < a Lu N N N u7 N CD < N — 0 M o O N co WIRE MESH FENCE TO SUPPORT FILTER FABRIC \0 `BURY BOTTOM OF FILTER a MATERIAL 8" TO 12" 6' MAX NOTES: 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER EROSION CONTROL THROUGHOUT PROJECT. 2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION ACTIVITY. `St. 1B CITY OF EDMONDS PUBLIC WORKS DEPARTMENT CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN FILTER FABRIC FENCE FILTRATION SYSTEMS APPROVED BY: R. ENGLISH REVISION DATE JANUARY 2018 STANDARD D ETAI L ER-900 ENGINEERING DIVISION APPROVED AS NOTED 11 /13/2024 PERMIT RESUB Oct 18 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT U J 3 Z z Lu LL LU :i W W = Y J Q V O C4 LL � — o > W Ln o Z O LU AM AIIIIIIIIIIII� IL �f s � a MCMENTUAA OML 1145 BROADWAY, SUITE 115 TACOMA, WA 98402 PHONE: 253.319.1504 CHECKED BY: D. HARRIS DESIGNED BY: D.HARRIS DRAWN BY: J.SANTOS HORZ. DATUM:NAV83/91 VERT. DATUM: SS ON 200 DATE: 10/16/24 PROJECT NO. VILL-001 SHEET NO. 4 of 9 REFERENCE NO. C3.1 0 0 0 J J_ > I Q T U) 0 < U 0 0 It 0 0 L m H o .j J U J E- g a- Q� 0 LL �U) 0 L C 0m >10 <.� EE N ca J � mm n:5 rn cv � �L6 It N "t O CN N CD CD o� on o> a cm w z J RESIDENCE 0- 0 CLEANOUT a WITH 45' BEND AND 2' CAP CLEANOUT (MAX) (TYP) NOT TO EXCEED 100' BETWEEN CLEANOUTS CLEANOUT (WYE WITH CAP AND CLEANOUT COVER) AND CONCRETE LEVELING COLLAR 2"f r FINISHED GRADE Z < Ld w w (N z w w w 0 0 12" LOCKING COVER a SEE NOTE 3 w 0 END OF PIPER GRIPPER PLUG (CHERNE 27061 OR APPROVED EQUAL) D_ U WATER TIGHT CAP LEVELING COLLAR J SEE NOTE 4 45' RISER 12" PVC SLEEVE 45' 6" RISER 6" WYE AND 6" CITY STUB 4" OR 6" SIDE SEWER 45' BEND GENERAL CLEANOUT DETAIL 4" OR 6" SIDE SEWER CLEANOUT DETAIL 12" LOCKING COVER AT PROPERTY LINE/CITY EASEMENT SEE NOTE 3 Ld w w LEVELING COLLAR NOTES: N SEE NOTE 4 1. SEWER PIPE SHALL BE SDR-35 AND JOINTS SHALL BE w w 0 ASPHALT SURFACE GASKETED. 2. PIPE SLOPE TO BE 2% MIN AND UP TO 50% MAX. 3. SEWER CLEANOUT TO BE 12" CAST IRON CLEANOUT COVER WITH 1/2" HEX BOLTS AND A PICK HOLE. EAST JORDAN 1 FOOT LONG 12" PVC IRON WORKS PRODUCT #00366102 OR APPROVED EQUAL. SLEEVE 6" RISER END OF PIPE GRIPPER 4. LEVELING COLLAR SHALL BE CONSTRUCTED AS FOLLOWS: PLUG (CHERNE 270261 . IN ROADWAYS PER COE STD DWG GU-424 OR APPROVED EQUAL) • IN SIDEWALK/LANDSCAPED AREAS, EITHER 24"x24"x6" TYPICAL CLEANOUT DEEP CONCRETE COLLAR OR 24" DIAMETER x 6" DEEP UNDER ASPHALT OR CONCRETE CONCRETE COLLAR REVISION DATE CITY OF EDMONDS FEBRUARY 2023 SEWER CLEANOUT DETAILS PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH I S S- 2 0 0 GRAVEL TRANSITION ZONE 2' WIDE, SEE NOTE 1 Q 3 12% (MAX) o DRIVEWAY SLOPE (<14%) o' CROSS -SLOPE 10 i A PORTION OF THE NW 1/4, SECTION 19, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. w z J It 0- LOCKING CLEANOUT COVER SEE COE STD DTL SS-200 o_ 6" LATERAL SEWER 22.5' OR 45' BEND SLOPE - 2% MIN TO 50% MAX 6" TEE POSSIBLE J- SEWER MAIN LOCATION FERNCO STRONGBACK RC SERIES 22.5' OR 45' BEND REPAIR/RECONNECTION COUPLING OR ROMAC COUPLING NOTES: 1.IF SEWER LATERAL IS DAMAGED OR HAS TO BE RELOCATED DURING CONSTRUCTION, RELOCATE/REPAIR SEWER PIPE AND RECONNECT USING A FERNCO RC SERIES STRONGBACK COUPLING OR ROMAC COUPLING. 2. INSPECTION OF WORK IS REQUIRED AND MUST BE APPROVED BY THE ENGINEERING DEPARTMENT. 3. BORING OF SERVICES WITHIN RIGHT OF WAY IS NOT ALLOWED. 4. SEWER PIPE SHALL BE SDR-35 AND JOINTS SHALL BE GASKETED. o �0 PLAN - FLAT DRIVEWAY (<5%) CITY OF EDMONDS PUBLIC WORKS DEPARTMENT GENERAL NOTES: 1. REFER TO THE 2017 CITY OF EDMONDS STORMWATER ADDENDUM FOR SETBACK AND INFEASIBILITY REQUIREMENTS. 2. SEE EDMONDS CITY CODE AND COMMUNITY DEVELOPMENT CODE SECTION 18.80.070 FOR DRIVEWAY DESIGN REQUIREMENTS. 3. SHEET FLOW DISPERSION MAY BE USED FOR OTHER SURFACES, INCLUDING BUT NOT LIMITED TO, PATIOS, SPORT COURTS, LAWNS, PASTURES, OR OTHER SURFACES WHERE FLOWS ARE NOT CONCENTRATED. NOTES: 1. TRANSITION ZONE SHALL BE A 2 FOOT WIDE BY 6 INCH THICK GRAVEL TRENCH CONFORMING TO REQUIREMENTS OF WSDOT SPEC. 9-03.12(5), GRAVEL BACKFILL FOR DRYWELLS. 2. A VEGETATED BUFFER MUST BE PROVIDED IN ACCORDANCE THE 2017 CITY OF EDMONDS STORMWATER ADDENDUM REQUIREMENTS. 3. WIDTH OF VEGETATED BUFFER SHALL BE 10 FEET (MIN) FOR DRIVEWAY WIDTH UP TO 20 FEET AND 20' (MIN) FOR DRIVEWAY WIDTH UP TO 40' OF IMPERVIOUS SURFACE. VEGETATED BUFFER SHALL BE MEASURED PERPENDICULAR TO SITE CONTOURS. `St. JB9� CITY OF EDMONDS PUBLIC WORKS DEPARTMENT TYPICAL SHEET FLOW DISPERSION APPROVED BY: R. ENGLISH REVISION DATE APRIL 2021 STANDARD DETAIL SD-635 SIDE SEWER RELOCATION/REPAIR APPROVED BY: R. ENGLISH 6" TEE POSSIBLE SEWER MAIN LOCATION REVISION DATE FEBRUARY 2023 STANDARD D ETA I L SS-201 RING AND COVER PER COE STD DTL GU-420 FOR CURB AND SPLASH LINE ONLY: FRAME AND GRATE PER COE STD CONCRETE RISERS DTL SD-320 SERIES USING NON -SHRINK GROUT, USING PROVIDE SMOOTH FINISH INSIDE AND OUT 8" MIN 18" MAX TOP SLAB - - - - - - HANDHOLDS (2) SEE COE STD DTL GU-423 a . 20"X24" OR • a° 24" DIA 6" MAX 13 POLYPROPYLENE SAFETY STEP/LADDER 12" O.C. (SEE NOTE 6 & 7) 48", 54", 60", 72" OR 96" SAND COLLAR OR II KOR-N-SEAL AROUND PIPE wf4 X < : ° 2'-0" 4 MIN 1 "-4" MAX ° PRECAST BASE AND a ^° °... " < . '. INTEGRAL RISER NOTES: 1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 9-05.50(3). 2. HANDHOLDS IN ADJUSTMENT SECTION SHALL HAVE 3" MIN CLEARANCE. STEPS IN CATCH BASIN SHALL HAVE 6" MIN CLEARANCE. 3. APPLY NON -SHRINK GROUT TO INSIDE AND OUTSIDE OF ALL JOINTS, RINGS, PICK HOLES, RISERS AND FRAMES. ALL PRECAST CONCRETE SHALL BE CLASS 4000. 4. KNOCKOUT OR CUTOUT HOLE SIZE SHALL EQUAL PIPE OUTER DIAMETER PLUS CATCH BASIN WALL THICKNESS. MAX HOLE SIZE SHALL BE 36" FOR 48" CATCH BASIN, 42" FOR 54" CB, 48" FOR 60" CB, 60" FOR 72" CB, 84" FOR 96" CB. MIN DISTANCE BETWEEN HOLES SHALL BE 8" FOR 48", 54", AND 60" CB; 12" FOR 72" AND 96" CB. 5. CATCH BASIN FRAMES AND GRATES OR COVERS SHALL BE IN ACCORDANCE WITH SEC 7.05 OF THE WSDOT STANDARD SPECIFICATIONS. 6. STEP AND LADDER MAY BE USED IN LIEU OF POLYPROPYLENE SAFETY STEPS. SEE COE STD DTL GU-423. 7. STEP AND LADDER SHALL BE ORIENTED TO AVOID INSTALLATION ABOVE PIPE. lB9- CITY OF EDMONDS PUBLIC WORKS DEPARTMENT CATCH BASIN, TYPE II 48999 54999 60" 72", & 96" APPROVED BY: R. ENGLISH r COE STD DTL GU-410 SEE rn LLIM v d X o 1 BEDDING MATERIAL (1-1/4" MINUS) 6" MIN ,/ / // / // CRUSHED SURFACE BASE COURSE // // (SEE NOTE 2 BELOW) w 6" MINFOUNDATION (IF REQUIRED) SEE NOTE 4 8" MIN If 8" MIN SEE NOTE 1 NOTES: 1. MAXIMUM WIDTH OF TRENCH AT TOP OF PIPE • 18" OR LESS FOR 6" AND SMALLER DIAMETER PIPE • 24" FOR 8" DIAMETER PIPE • 36" FOR 12" DIAMETER PIPE • O.D. PLUS 18" FOR PIPE LARGER THAN 12" NOMINAL DIAMETER 2. REFER TO DIVISION 9 OF WSDOT STANDARD SPECIFICATIONS FOR MATERIAL GRADATION AND ADDITIONAL INFORMATION. 3. TRENCH BACKFILL SHALL MEET A MINIMUM COMPACTION OF 95% DENSITY PER ASTM D 1557. 4. IF UNSTABLE MATERIAL IS ENCOUNTERED BELOW PIPE ZONE, CONTRACTOR SHALL REMOVE AND REPLACE AS REQUIRED BY CITY ENGINEER. REVISION DATE CITY OF EDMONDS APRIL 2021 TYPICAL TRENCH SECTION PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH G U - 400 FLOW CONTROL 4.5" - STRUCTURE PVC PIPE* NON -SHRINK GROUT 1'-0" MAX ° CONTROL DEVICE ASSEMBLY TO BE COUPLING PVC PIPE REMOVABLE FROM (OPTIONAL) STUB* INSIDE THE FCS SET SCREW TO PREVENT ROTATION JL INVERT* GASKET (TYP) g PVC PIPE PVC ADAPTER* W/ . CROSS* o DOUBLE GASKET I I AND ADHESIVE BONDED SAND FINISH ON EXTERIOR. MIN 7" LONG DRILLED ORIFICE IN PVC INSIDE CAULK SPACE BETWEEN CAP PLUG PVC ADAPTER AND PIPE STUB CONNECTION & CONTROL DEVICE ORIFICE DIAMETER* DETAIL A CONNECTION AND 0' LADDER OR HAND HOLDS CONTROL DEVICE POLYPROPYLENE (SEE DETAIL A) OUTLET PIPE F - ALLOWABLE OUTLET LOCATION - (180' to 315') FINISHED GRADE V-NOTCH WEIR AS NEEDED* OVERFLOW ELEV* SUPPORT (2 REQ'D) CONTROL DEVICE SEE DETAIL A EL* `PVC PIPE* TEE* COOL* ELBOW* DRILLED ORIFICE DIA* PVC INSIDE CAP PLUG* CINCH ANCHOR WIRE ROPE CLIP (SS) CATCH BASIN TYPE II DEFORMED PER COE STD DTL 3/8" STEEL SD-300 ROD (SS OR + ALUMINUM) VAL 0 E LENGTH TO FIT D 11 PVC PIPE & IAX CROSS FLOW CONTROL STRUCTURE DETENTION PIPE PIPE SUPPORT (LENGTH, DIAMETER, DETAIL B DIAMETER* MATERIAL TYPE)* FLOW CONTROL STRUCTURE SHOWN W/ TYPE 2 CATCH BASIN (DETAILS A & B SHALL APPLY TO ALL DESIGNS MOTES: WHERE A SHEAR GATE WOULD OTHERWISE APPLY) k SPECIFIC DESIGN INFORMATION AS INDICATED ON APPROVED CONSTRUCTION DRAWINGS. NVERT OF DETENTION PIPE IN STRUCTURE SHALL BE EQUAL TO OR HIGHER THAN THE INVERT OF THE OUTLET PIPE. 'RIVATELY-OWNED CONTROL STRUCTURES SHALL NOT BE PLACED IN CITY RIGHT-OF-WAY. REVISIOd2021 REVISION DATE OCTOBECITY OF EDMONDS FLOW CONTROL JANUARY 2018 STRUCTURE STANT� PUBLIC WORKS (FCS) AN ADETDEPARTMENTDETAIL SD-Fst 189� APPROVED BY: R. ENGLISH SD-301 FINAL JOINT SHALL BE A NEAT SAW CUT STRAIGHT LINE. ALL EXPOSED VERTICAL HMA CLASS 1/2" EDGES SHALL BE TACKED NEATLY PER PG 58H-22 WSDOT STANDARD SPECIFICATIONS 5-04.3(4) (SEE NOTES 4 & 5) 1APPROVED TACK OR APPROVED EQUAL AND SEALED PER WSDOT STD 5-04.3(4)A. 1' SLOPE EXCAVATION TO AVOID UNDERMINING rl EXISTING PAVEMENT. IMPORT BACKFILL SHALL BE COMPACTED TO 95% MAXIMUM DENSITY (SEE NOTE 2) TRENCH WIDTH NOTES: 1. SEE CITY OF EDMONDS MODIFICATIONS TO DIVISION 9 OF THE CURRENT WSDOT STANDARD SPECIFICATIONS FOR BACKFILLING REQUIREMENTS. 2. SUBMIT PROCTOR AND DENSITY TESTS FROM CERTIFIED TESTING COMPANIES DOCUMENTING THAT THE BACKFILL MEETS A MINIMUM OF 95% DENSITY PER ASTM D 1557. 3. CSBC DEPTH SHALL BE A MINIMUM OF 6", AND SHALL BE INSTALLED IN MULTIPLE EQUAL THICKNESS LIFTS NOT EXCEEDING 6". 4. ROADWAY HMA DEPTH SHALL BE A MINIMUM OF 4" FOR RESIDENTIAL ROADS AND 6" FOR COLLECTORS/ARTERIALS. 5. ALLEY HMA DEPTH SHALL BE A MINIMUM OF 2" THICK. UNLESS APPROVED BY THE ENGINEER, ANY DEPTH GREATER THAN 2" SHALL MATCH EXISTING. 6. UNLESS APPROVED BY THE ENGINEER, THE HMA SHALL BE INSTALLED IN MULTIPLE EQUAL THICKNESS LIFTS NOT EXCEEDING 2". 7. FINAL PAVEMENT JOINTS SHALL BE NEATLY SAW CUT AND UNIFORMILY SEALED WITH WSDOT STANDARD SPECIFICATIONS 5-04.3(4)A APPROVED JOINT SEALANT OR APPROVED EQUAL. `Sf. 18y` REVISION DATE CITY OF EDMONDS TYPICAL HMA AND APRIL 2021 UTILITY PATCH PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH G U - 410 Z N O0 - W co 0 O > Z 0 0 Z 0 LlJ > LL] O Z Ua- Z a_ LLI Y Y _ U U U J m J J z H- H- O w z z W w a_ o 2 2 z U O O O U U Lij C) w ~ ~ z D� U U O g un W W 5;0 U Lu C a < < C\I N C\I LJJ � Ln N CO < N M o �q o ` N m PERMIT RESUB Oct 18W024 CITY OF ENDS DEVELOPMENERVICES DEPAR NT P w u w 3 Z to w w = w J z O J V � N 0 LL J Z M 0 w 00 w V a i� M0MM4TUM CIVIL 1145 BROADWAY, SUITE 115 TACOMA, WA 98402 PHONE: 253.319.1504 CHECKED BY: D. HARRIS DESIGNED BY: D.HARRIS DRAWN BY: J.SANTOS HORZ. DATUM:NAV83/91 VERT. DATUM: SSHM ON 201 DATE: 10/16/24 PROJECT NO. VILL-001 SHEET NO. 5 of 9 REFERENCE NO. C4 O A PORTION OF THE NW 1/4, SECTION 19, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. Y Y _ U U m J J J o U J E > c a- o 6 E- o U- �U) C� Q >10 Q.C: EE N J � mm n75 oa M � �Lo N It N �0 00 R.O.W. FINISHED GRADE I� METER SUPPLIED I - BY CITY O BALL VALVE - - - - - - I --------- � Ll C� DIRECTION OF FLOW A D -PROPERTY LINE O MATERIAL LIST: OA ALL 1" SERVICES TO BE TYPE "K" SOFT COPPER TUBING OB 1 " BALL CORP. STOP WITH CC THREAD INLET AND COPPER (CTS) GRIP OUTLET (FORD OR MUELLER) O DUAL PURPOSE UNION O MIPT X CTS GRIP BALL VALVE CURB STOP EQUAL TO FORD B84-444Q FOR 1" OWHEN REPLACING EXISTING SERVICES: 1 " METER SETTER WITH ANGLE BALL METER VALVE 15" HIGH WITH DUAL E PURPOSE UNIONS ON INLET AND OUTLET, HORIZONTAL IN HORIZONTAL, OUTLET EQUAL TO FORD VB74-15W-11-44 WHEN PLACING NEW SERVICES: USE SAME AS ABOVE AND ADD A SINGLE CHECK, EQUAL TO FORD VBH74-15W-11-44 OF 1" CC TAP SERVICE SADDLE EQUAL TO ROMAC 101S OG IN UNPAVED AREAS: CARSON 1324 MSBCF WITH DUCTILE IRON COVER AND CAST IRON READER DOOR; IN PAVED AREAS: ARMOR CAST A6001946PCX12 BOX W/ A600196969 RCI LID OH FOR VACANT LOT (FUTURE USE) LOCATION MARKED WITH PAINTED 2" X 4" STAKE WITH "WATER" STENCILED ON IT OI 14 GA. VINYL COATED WIRE TRACER (TAPED TO PLASTIC PIPE EVERY 10') TO BE GROUNDED AT METER AND HOUSE OJ SCHEDULE 40 3/4" OR 1" PLUG, REMOVE WHEN CONNECTION IS MADE TO CUSTOMER LINE WITH COMPRESSION FITTING OK WATER SERVICE TO HOUSE, INSTALLED BY OWNER/CONTRACTOR (PER PLUMBING CODE) OL PROPERTY OWNER RESPONSIBLE FOR PURCHASING 3/4" OR 1" METER THROUGH THE CITY AT DEVELOPMENT SERVICES DEPARTMENT; CITY WILL SUPPLY AND INSTALL METER AFTER PURCHASE; IF USING 3/4" METER, CONTRACTOR WILL PROVIDE REDUCERS OM BACK SIDE OF METER BOX SHALL BE SET AT THE PROPERTY LINE UNLESS APPROVED BY THE CITY ENGINEER. METER BOXES SHALL NOT BE SET IN DRIVEWAY AREAS UNLESS TRAFFIC RATED BOX IS APPROVED BY CITY ENGINEER. REVISION DATE CITY OF EDMONDS 1 " WATER SERVICE JANUARY 2021 (FOR 3/4" & PUBLIC WORKS 1 " METERS) STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH WA- 130 20. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR INSTALLATION OF ALL SITE IMPROVEMENTS INDICATED ON THESE DRAWINGS. 21. A SEPARATE IRRIGATION PERMIT MUST BE OBTAINED FROM THE CITY PUBLIC WORKS DEPARTMENT. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, PROVIDE TO THE CITY WATER QUALITY TECHNICIAN, A COPY OF THE BACKFLOW TEST REPORT. TEST REPORTS CAN BE FAXED TO 425-744-6057 OR EMAILED TO JEFF.KOBL)M@EDMONDSWA.GOV. BACKFLOW TESTING SHALL BE COMPLETED BY THE OWNER ANNUALLY THEREAFTER. 22. AS A MINIMUM REQUIREMENT, ALL DISTURBED AREAS ON AND OFF SITE SHALL BE RETURNED TO THE EQUIVALENT OF THEIR PRECONSTRUCTION CONDITION IN ACCORDANCE WITH APPROPRIATE REQUIREMENTS AND STANDARDS. 23. ALL DISTURBED SOIL AREAS SHALL BE COMPOST AMENDED AND SEEDED OR STABILIZED BY OTHER ACCEPTABLE METHODS FOR THE PREVENTION OF ON - SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. SEE EROSION CONTROL PLANS FOR SPECIFIC GRADING AND EROSION CONTROL REQUIREMENTS. 24. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY SWEEPING. WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL. 25. THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT AND IMPORT OF SOIL AND ROCK MATERIALS ARE REQUIRED. 26. SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED CONTOURS OR SPOT ELEVATIONS SHOWN. 27. FINISHED GRADE SHALL SLOPE AWAY FROM BUILDING WALLS AT MINIMUM 5% SLOPE FOR A MINIMUM DISTANCE OF 10 FEET. 28. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN SHORING AND BRACING AS NECESSARY TO PROTECT WORKERS, EXISTING BUILDINGS, STREETS, WALKWAYS, UTILITIES AND OTHER EXISTING AND PROPOSED IMPROVEMENTS AND EXCAVATIONS AGAINST LOSS OF GROUND OR CAVING EMBANKMENTS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVAL OF SHORING AND BRACING, AS REQUIRED. 29. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY AND FOLLOW CITY PROCEDURES FOR ALL WATER SERVICE INTERRUPTIONS, HYDRANT SHUTOFFS, STREET CLOSURES OR OTHER ACCESS RESTRICTIONS. CONTRACTOR SHALL NOT RELOCATE OR ELIMINATE ANY HYDRANTS WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE FIRE MARSHAL. 30. COORDINATE AND ARRANGE FOR ALL UTILITY CONNECTIONS, UTILITY RELOCATIONS AND/OR SERVICE INTERRUPTIONS WITH THE AFFECTED OWNERS AND APPROPRIATE UTILITY COMPANIES. CONNECTIONS TO GENERAL NOTES 1. ALL MATERIALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM TO THE CITY OF EDMONDS STANDARD PLANS AND DETAILS, THE FOLLOWING SPECIFICATIONS AND CODES, AND ALL OTHER APPLICABLE LOCAL MUNICIPAL, STATE, AND FEDERAL CODES, RULES AND REGULATIONS: CURRENT - CURRENT INTERNATIONAL BUILDING CODE (IBC) _______>�3- DOE APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN (CURRENT 2019 EDITION) 2. STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS REFER TO CITY OF EDMONDS STANDARD DETA LS, UNLESS NOTED OTHERWISE 3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSITE WHENEVER CONSTRUCTION IS IN PROGRESS. 4. DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER OF RECORD AND THE LOCAL GOVERNING AUTHORITY. 5. CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE PLANS ON A SET OF "AS -BUILT" DRAWINGS AND SHALL SUMMARIZE ALL AS - BUILT CONDITIONS ON ONE SET OF REPRODUCIBLE DRAWINGS FOR SUBMITTAL TO THE OWNER PRIOR PROJECT COMPLETION AND ACCEPTANCE. A SET OF AS -BUILT DRAWINGS SHALL BE SUBMITTED TO THE CITY OF EDMONDS PRIOR TO FINAL APPROVAL OF THE BUILDING OCCUPANCYNINAL PROJECT APPROVAL. 6. ELEVATIONS SHOWN ARE IN FEET. SEE SURVEY FOR BENCHMARK INFORMATION. 7. THE LOCATIONS OF EXISTING UTILITIES AND SITE FEATURES SHOWN HEREON HAVE BEEN FURNISHED BY OTHERS BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND PROTECT ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. CONTRACTOR SHALL VERIFY LOCATION, DEPTH, SIZE, TYPE AND CONDITION OF EXISTING UTILITY LINES AT CONNECTION OR CROSSING POINTS BEFORE TRENCHING FOR NEW UTILITIES. ENGINEER ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THE EXISTING UTILITIES AND SITE FEATURES PRESENTED ON THESE DRAWINGS. ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF CONFLICTS THAT ARISE. 8. CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND UTILITIES Revised 05.15.2017 EXISTING UTILITIES SHALL BE MADE ONLY WITH ADVANCE WRITTEN APPROVAL OF THE AUTHORITIES GOVERNING SAID UTILITIES. 31. ALL UTILITIES SHALL BE PLACED UNDERGROUND. 32. EXISTING UTILITY LINES IN SERVICE WHICH ARE DAMAGED DUE TO CONSTRUCTION WORK SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE AND INSPECTED AND ACCEPTED BY CITY OF EDMONDS AND OWNER'S REPRESENTATIVE PRIOR TO BACKFILLING. 33. NEW UTILITY LOCATIONS ARE GENERALLY SHOWN BY DIMENSION, WHERE NO DIMENSIONS ARE INDICATED, LOCATIONS MAY BE SCALED FROM DRAWINGS. FIELD ADJUSTMENTS SHALL BE APPROVED BY OWNER'S REPRESENTATIVE AND CITY. 34. FIELD STAKE ALL UTILITY STUBS AT THE PROPERTY LINE. 35. TRENCH BACKFILL OF UTILITIES LOCATED WITHIN THE CITY RIGHT-OF-WAY SHALL BE COMPACTED TO 95%. COMPACTION TEST REPORTS SHALL BE PROVIDED TO THE CITY PRIOR TO PAVING. 36. WHERE NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6" OR LESS, PLACE ETHAFOAM 200 CUSHION TO BE USED OF POLYETHYLENE PLAS C FOAM AS_A CUSHION BETWEEN THE UTILITIES. 37. SEE MECHANICAL DRAWINGS (WHERE APPLICABLE) FOR CONTINUATION OF SITE UTILITIES WITHIN THE BUILDING. 38. SEE ELECTRICAL DRAWINGS (WHERE APPLICABLE) FOR EXTERIOR ELECTRICAL WORK. 39. SEE LANDSCAPE DRAWINGS (WHERE APPLICABLE) FOR SITE IRRIGATION SYSTEM. 40. PIPE MATERIAL AND SIGNAGE SUBMITTALS SHALL BE PROVIDED TO CITY ENGINEERING DIVISION FOR APPROVAL PRIOR TO INSTALLATION. LOCATION SERVICE (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 9. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE PROJECT SITE BEFORE STARTING WORK AND SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES. 10. PIPE LENGTHS WHERE SHOWN ARE APPROXIMATE AND MAY CHANGE DUE TO FIELD CONDITIONS. 11. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT (WHERE APPLICABLE) AND SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE CONTENTS THEREOF. ALL SITE WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE RECOMMENDATIONS OF THIS REPORT. 12. STRUCTURAL FILL MATERIAL AND PLACEMENT SHALL CONFORM TO THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT. 13. SUBGRADE SOILS IN ALL AREAS WHERE RAIN GARDENS, INFILTRATION OR PERVIOUS PAVEMENT IS TO BE PLACED SHALL BE DELINEATED AND PROTECTED AT ALL TIMES FROM COMPACTIVE ACTIVITIES (i.e. HEAVY EQUIPMENT, STOCKPILING). 14. MANHOLES, CATCH BASINS, UTILITIES AND PAVEMENT SHALL BEAR ON MEDIUM DENSE TO VERY DENSE NATIVE SOIL OR COMPACTED STRUCTURAL FILL. IF SOIL IS DISTURBED, SOFT, LOOSE, WET OR IF ORGANIC MATERIAL IS PRESENT AT SUBGRADE ELEVATION, REMOVE AND REPLACE WITH COMPACTED STRUCTURAL FILL PER GEOTECHNICAL REPORT. 15. SEE SURVEY AND ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND LOCATIONS OF BUILDINGS, LANDSCAPED AREAS AND OTHER PROPOSED OR EXISTING SITE FEATURES. 16. SEE ARCHITECTURAL DRAWINGS FOR PERIMETER FOUNDATION DRAINS. FOUNDATION DRAINS SHALL BE INDEPENDENT OF OTHER SITE DRAIN LINES AND SHALL BE TIGHTLINED TO THE STORM DRAIN SYSTEM WHERE INDICATED ON THE PLANS. 17. ALL REQUIRED STORMWATER FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO INSTALLATION OF ANY PAVEMENT UNLESS OTHERWISE APPROVED BY THE ENGINEER. 18. ALL ROOF DRAINS, PERIMETER FOUNDATION DRAINS, CATCH BASINS AND OTHER EXTERNAL DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS NOTED OTHERWISE. 19. ALL FOOTING DRAINS SERVING BUILDINGS, WALLS, ROCKERIES, ETC. SHALL CONNECT TO CATCH BASIN # 1. Revised 05.15.2017 ENGINEERING DIVISION APPROVED AS NOTED 11 /13/2024 W w (7 z Q 2 U w C0 O 0 z O w z z w W ao 2 2 � Z U O O O Lu 0 ~ ~ z W 0� U U O g in w w O C Q Q C\I N C\I W � Lo N CO Q N_ M O o z N M PERMIT W RE B Oct 1 024 CITY OF E NDS DEVELOPME ERVICES DEPAR NT V U ~ 3 z o W Z o cn LL 0 = z W W V o 0 � v 5 N 0 LL M W Z o i QLn Co J W W H i s � s MMMENIZIM EVIL 1145 BROADWAY, SUITE 115 TACOMA, WA 98402 PHONE: 253.319.1504 CHECKED BY: D. HARRIS DESIGNED BY: D.HARRIS DRAWN BY: J.SANTOS HORZ. DATUM:NAV83/91 VERT. DATUM: SS ON 200 DATE: 10/16/24 PROJECT NO. VILL-001 SHEET NO. 6 of 9 Revised 05.15.2017 Revised 05.15.2017 REFERENCE NO. C4 1 A PORTION OF THE NW 1/4, SECTION 19, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. o J = m J J J Q►,; z (n - 00 W y a w (� Q U Q w U = �15.75"� w a U 0 UJ W w oU oN J 0 Q wLL 2 TOP OF LAWN MIN ELEV = MIN 417.05 OVER R - TANK 0 o O r' N N wZ O W Z Z n �n Z UJ W W - �' c�Z a TOP OF TANK- 416.05 w < Z U p O O SIDE END v E W >- V U) F 0 W H H Z U o a Z W U U (5) SMALL PLATES ~— - N O 2 50 of U) U) Lq �i ISOMETRIC W W - Z W O Q Q mrill H 3: o� a Q Q TOPmillill L6 ~ W CV N CV V Iz0 Q N TANK INV= 412.51 NOTE: a p o 0 LIVE STORAGE VOLUME FROM ELEVATION 411.73 TO 414.73 = 219 CF O Z STONE BASE INV= 412.26 W o w 0 V C"I C'7 119C. < U- O U a MODULE DATA tj GEOMETRY: LOAD RATING: LENGTH = 28.15 IN. (715 MM) 33.4 PSI, (MODULE ONLY) �b V jCEIT WIDTH = 15.75 IN. (400 MM) HS20/HS25 - SEE SPEC FOR HEIGHT = 42.52 IN. (1080 MM) COVER REQUIREMENTS TANK VOLUME = 10.91 CF MATERIAL: STORAGE VOLUME = 10.36 CF 100% RECYCLED POLYPROPYLENE VOID INTERNAL VOLUME: 95% SMALL PLATES REQUIRED: ' VOID SURFACE AREA: 90% 5/SEGMENT, 15/MODULE Is J p 'ANAL DOUBLE +MINI R-TANKHD -ELEVATION DOUBLE +MINI R-TANKHD - MODULE DETAIL (D W CUT A ROUND HOLE IN THE LINER ENVELOPE AND GEOTEXTILE 0 Z >Q Z PROTECTION FABRIC THAT IS SLIGHTLY LARGER THAN THE PIPE. IMPERMEABLE LINER BETWEEN TWO LAYERS OF 2 O > O PERMIT \\ NON WOVEN GEOTEXTILE FABRIC OVER R TANK W 0) 0 30 MIL. PVC \ \ H LU Z Q LINER OVER \ INLET/OUTLET NOTE: PIPE MUST BUTT >- Y Z Z R-TANK PIPE DIRECTLY AGAINST R-TANK L7 J (D \ AFTER LINER IS CUT AND PIPE INSTALED, w \ \`\ ROUND HOLE IN SLIDE BOOT AGAINST TANK AND SECURE LL w THE LINER TO WITH STAINLESS STEEL BAND, THEN BOND AIL— Z BOOT TO TANK LINER AND SEAL END OF ALLOW PIPE/TANK LLI BOOT WITH SILICONE. REPLACE ANY Q \\\\\ INTERFACE GEOTEXTILE PROTECTION FABRIC REMOVED SIDE VIEW OF PIPE/LINER CONNECTION DURING BOOT INSTALLATION PROCESS.U) RESUB END VIEW OF PIPE/LINER CONNECTION IMPERMEABLE LINER BETWEEN TWO Oct 18 2024 LAYERS OF NON -WOVEN GEOTEXTILE 30 MIL. PVC COLLAR TO FIT OUTSIDE FABRIC OVER R-TANK CITY OF EDMONDS DIAMETER OF INLET/OUTLET PIPE 5 0' DEVELOPMENT SERVICES 2'-0" DEPARTMENT PIPE �� . 30 MIL. PVC, �t\� ��"�`�\� PIPE !; TRIM AS'''" ` �' `' �' O.D. NEEDED o - -- � PIPE H O.D. DRAWN BY STAINLESS STEEL BAND IIL — %� SEAL END OF BOOT EDQ � W/ STRIP OF NEOPRENE NECK WITH SILICONE STRIP OF NEOPRENE DATE UNDER BAND BETWEEN [UNDER BAND BETWEEN 11/15/2023 PIPE AND BOOT STAINLESS STEEL BAND PIPE AND BOOT ACF WEST PROJECT NUMBER 23-116WA J 30 MIL. PVC BOOT FRONT VIEW OF 30 MIL. PVC BOOT SIDE VIEW OF 30 MIL PVC BOOT SHEET NO. R-TANKHD TYPICAL TANK INLET/OUTLET W/ 30 MIL PVC PIPE BOOT DETAIL 3 of 6 z Q �, Z — 0 LL~ o J W m z Y W O J QV � N W J M LL J O i Q 0G0 Am s � s MMMEN UM EVIL 1145 BROADWAY, SUITE 115 TACOMA, WA 98402 PHONE: 253.319.1504 CHECKED BY: D. HARRIS ENGINEERING DIVISION DESIGNED BY:D.HARRIS DRAWN BY: J.SANTOS APPROVED AS NOTED HORZ. DATUM:NAV83/91 11/13/2024 VERT. DATUM: SSHM ON 200 DATE: 10/16/24 PROJECT NO. VILL-001 SHEET NO. 7 OF 9 REFERENCE NO. C4.2 R-TANKHD QUANTITIES R-TANKHD MODULE TYPE DOUBLE+MINI # OF DOUBLE+MINI R-TANKS 25 R-TANK STORAGE VOLUME 259 CF STONE BED FOOTPRINT 166 SF STONE QUANTITY 19 CY 30 MIL. GEOMEMBRANE LINER TANK WRAP 328 SF (36 SY) TENCATE MIRAFI 180N NON -WOVEN LINER PROTECTION 656 SF (73 SY) NAUE SECUGRID 30/30 GEOGRID 414 SF (46 SY) 12" MAINTENANCE PORTS 1 4" PIPE BOOTS 1 6" PIPE BOOTS 1 12" PIPE BOOTS 1 NOTE: STONE QUANTITY INCLUDES 12" OF COVER AND 3" OF BASE. NOTE: GEOTEXTILE LINER QUANTITIES INCLUDE A 15% WASTE FACTOR. O 0 J J_ Z Y Z Q H N N C0 CI Q U 0 0 0 c 0 L (V Y_ 7 LL i =� O 0 J U E >� c � m E— O Li O � s= m >,U) Q.s EE N ._c,3 m J ­3 >1>1 mm a_0- o Co M � CC\I N O O C\I N G�00 00 A PORTION OF THE NW 1/4, SECTION 19, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. U U 0 m Jy J J ­3 O O J J > I- Z V Z I- r 2 (1) 0) L U) 0 Q U O O O C O L 0) `1 7 LIF __O J U > E i ^: LL C ry 0) E.- 0 LL (n O L � 0) �:,U) Q .C: E E N .T M J ­3 >1 >1 mm 275; 0-d o CO M - It - N N o O 00 O O TOTAL COVER: 20" MINIMUM AND 84" MAXIMUM. FIRST 12" MUST BE NOTES: FREE DRAINING BACKFILL (SPEC SECTION 2.03B): STONE <1.5" OR SOIL 1. FOR COMPLETE MODULE DATA, SEE APPROPRIATE R-TANKHD MODULE SHEET. (USCS CLASS GW, GP, SW OR SP). ADDITIONAL FILL MAY BE 2. INSTALLATIONS PER THIS DETAIL MEET GUIDELINES OF HL-93 LOADING PER THE AASHTO LRFD STRUCTURAL FILL (SPEC SECTION 2.03C): STONE OR SOIL (USCS BRIDGE DESIGN SPECIFICATIONS, CUSTOMARY U.S. UNITS, 7TH EDITION, 2014 WITH 2O15 AND 2016 CLASS SM, SP, SW, GM, GP OR GW) WITH MAX CLAY CONTENT<10%, INTERIM REVISIONS. NOTE: CONTRACTOR SHALL MAX 25% PASSING NO. 200 SIEVE, AND MAX PLASTICITY INDEX OF 4. A 3. PRE-TREATMENT STRUCTURES NOT SHOWN. MIN. 12" COVER MUST BE MAINTAINED BETWEEN BACKFILL 4. FOR INFILTRATION APPLICATIONS, GEOTEXTILE ENVELOPING R-TANK SHALL BE ACF M200 (PER PROVIDE SHOP DRAWINGS EQUIPMENT AND THE TOP OF THE R-TANK^" SYSTEM AT ALL TIMES. SPEC SECTION 2.02A) AND BASE SHALL BE 4" MIN. UNCOMPACTED FREE DRAINING BACKFILL MATCHING PROPOSED GEOMETRY TOTAL HEIGHT OF TOP BACKFILL SHOULD NOT EXCEED 7'. CONTACT (SPEC SECTION 2.03A) TO PROVIDE A LEVEL BASE. SURFACE MUST BE SMOOTH, FREE OF LUMPS ACF WEST IF MORE THAN TOR LESS THAN 20" OF TOP BACKFILL IS OR DEBRIS, AND EXTEND 2' BEYOND R-TANKHD FOOTPRINT. REQUIRED (FROM TOP OF TANK TO TOP OF PAVEMENT). GEOGRID (NAUE SECUGRID 30130) PLACED 12" ABOVE THE R-TANKHD SYSTEM. OVERLAP ADJACENT PANELS BY 18" MIN. GEOGRID SHOULD EXTEND V BEYOND THE EXCAVATION FOOTPRINT. UTILITY MARKERS FINISHED AT CORNERS (IYP.) SURFACE 36" (0.91 m) MIN. COVER FROM FINISH 24" (0.61 m) I GRADE TO TOP OF TANK: 12" COVER ALLOWED WHERE ALL VEHICLE LOADING - IS RESTRICTED. AREA MUST BE SEPERATED FROM 1 .... - •. :.: `:: ` :' `' : ' ::..:. ..:+;' • ` TRAFFIC BY - - - HEDGE OR SIMLIAR LANDSCAPE -111 :. .: ..-. - t.:.�- _:'� - . �' . - ; �+: " . - FEATURE. :>-.._ LLLLLLLLLLLLLLLLLLLLLLLL -111= OPTIONAL LLLLLLLLLLLLLLLLLLLLLLLL :... ;, �� OVERFLOW LLLLLLLLLLIRITANI-LLLLLLLLLL ::` ;".. - - PIPE INLET PIPE .: LLLLLLLLLLIsYSTEM_LLLLLLLLLL , .,> :.'.. LLLLLLLLLLLLLLLLLLLLLLLL ..:':':: ,"." : LLLLLLLLLLLLLLLLLLLLLLLL ' " LLLLLLLLLLLLLLLLLLLLLLL -OPTIONAL •� I ... .......4......... ..•I ..:......, . . T OUTLET -- I - _ T _ =I I I III III 1 11 I I I _- -- 3" (o.os m) MIN. - - i �1 = I II -II II I I I I -1I1=III=1 = _ --�� _ _ _ _ PIPE I- I� I I 1-1T III 1, IIm11- ,III; R-TANKHD UNITS J L LOAD RATING: 33.4 PSI (MODULE ONLY) BASE: 3" MIN. FREE DRAINING BACKFILL (SPEC SECTION 2.03B) COMPACTED TO 95% STANDARD SIDE BACKFILL: 24" MIN. OF FREE DRAINING PROCTOR DENSITY IS REQUIRED TO PROVIDE A LEVEL BACKFILL (SPEC SECTION 2.03B): STONE <1.5" SUBGRADE /EXCAVATION LINE: COMPACT BASE SURFACE. MUST BE SMOOTH, FREE OF LUMPS OR SOIL (USCS CLASS GW, GP, SW OR SP). PER SPEC SECTION 3.02 D. A BEARING OR DEBRIS, AND EXTEND 2' BEYOND R-TANKHD MUST BE FREE FROM LUMPS, DEBRIS AND CAPACITY OF 2,000 PSF MUST BE FOOTPRINT. A BEARING CAPACITY OF 2,000 PSF MUST OTHER SHARP OBJECTS. SPREAD EVENLY TO ACHIEVED PRIOR TO INSTALLING R-TANKHD BE ACHIEVED PRIOR TO INSTALLING R-TANKHD. NATIVE PREVENT R-TANKHD MOVEMENT. COMPACT SOILS MAY BE ACCEPTABLE IF DETERMINED TO BE SIDE BACKFILL WITH POWERED MECHANICAL STABLE BY OWNER'S ENGINEER. COMPACTOR IN 12" LIFTS (PER SPEC SECTION 3.05 A2). R-TANKHD 8r HS-20 LOADS - SECTION VIEW NOTES 1. THIS PORT IS USED TO PUMP WATER INTO THE SYSTEM AND 12" DIA. PVC REINFORCED CONCRETE RE -SUSPEND ACCUMULATED SEDIMENT SO THAT IT MAY BE MAINTENANCE PORT COLLAR (WHERE REQUIRED), PUMPED OUT. MIN. 1" CLEARANCE FROM PVC NON -CORROSIVE 2. MINIMUM REQUIRED MAINTENANCE INCLUDES A QUARTERLY 16.25" FRAME HOSE CLAMP INSPECTION DURING THE FIRST YEAR OF OPERATION AND A AND COVER FINISHED . GEOTEXTILE YEARLY INSPECTION THEREAFTER. FLUSH AS NEEDED. SURFACE (AS SPECIFIED) 3. R-TANKHD, R-TANKeD, R-TANKUD AND R-TANKXD MAY BE USED IN TRAFFIC APPLICATIONS. . .1 ` `; .. '' 4. SEE TRAFFIC LOADING DETAIL FOR MINIMUM & MAXIMUM COVER BACKFILL COMPACTED TO 95%;; `:::" :: '`; '':' ' STANDARD PROCTOR DENSITY ��..:: ` `. 0 0 L REQUIREMENTS. 5. IF MAINTENANCE PORT IS LOCATED IN ANON -TRAFFIC AREA, A ' :'' 1" +/-VENTING PLASTIC CAP CAN BE USED IN LIEU OF A FRAME AND COVER WITH R-TANKHD MODULE • • PERFORATIONS CONCRETE COLLAR. - • (SEE MODULE DETAIL �� L L L L L r 11.5„ FOR ACTUAL HEIGHT) L FL -TANK HD I _I "ll_, _L SYSTEM LLLLL _CELL �w _LLLL L 8" NOTCHES CUT IN SHADED _LLLL L 01. AREAS (8 OPENINGS TOTAL) NON -CORROSIVE SOLID PLATE NOTCH BOTTOM OF PIPE PIPE NOTCHING PATTERN PLASTIC, SLATE OR EQUIVALENT (SEE PATTERN) R-TANKHD TYPICAL MAINTENANCE PORT �:. IQI i �o �00 U W LL U Lu 0:y ONO W LL D' w 0� 'o W Z W U U zZ wa ci IJ E o U I ZUI - o aU�- I-- MWU(A awWWa1 �_4kro ��ayZ�NzomZ4ForFBIc � oQ C/) U) J 0 Q (,r W 0 Z � Z 2i O O � CO 0 �:: U W Z Z C/) _J Y W 0 W Z 0 Q W H I= 0� U) uaMxrTY EDQ 11/15/2023 ACFwESTPRDIECTNUI B 23-116WA SHEETNO. 4 of 6 DUMP TRUCKS AND PANS SHALL NOT OPERATE OVER THE SYSTEM EXCAVATION AREA NOTES: 1. FOLLOWING PLACEMENT OF SIDE BACKFILL, A UNIFORM 12" LIFT OF THE FREELY DRAINING MATERIAL (SPEC SECTION 2.03 B2) SHALL BE PLACED OVER THE R-TANK AND LIGHTLY COMPACTED USING A WALK -BEHIND TRENCH ROLLER. ALTERNATELY, A ROLLER (MAXIMUM GROSS VEHICLE WEIGHT OF 6 TONS) MAY BE USED. BACKFILL MATERIAL UNLOADED OUTSIDE ROLLER MUST REMAIN IN STATIC MODE UNTIL A MINIMUM OF 24" OF COVER HAS BEEN PLACED OVER THE OF THE SYSTEM EXCAVATION AREA MODULES. SHEEP FOOT ROLLERS SHOULD NOT BE USED. SPEC SECTION 3.05 A5 0 2. ONLY LOW PRESSURE TIRE OR TRACK VEHICLES (LESS THAN 7 PSI AND OPERATING WEIGHT OF LESS THAN 20,000 LBS) SHALL BE OPERATED OVER THE R-TANK SYSTEM DURING CONSTRUCTION. SPEC SECTION 3.05 A5 O O O 3. DUMP TRUCKS AND PANS SHALL NOT BE OPERATED WITHIN THE R-TANK SYSTEM AT ANY TIME. WHERE r � .--.... r_ f - _'.- - 11 A ✓3 _ _ _ I TANK SYSTEM AND -THE MATERIAL SHOULD BE MOVED OVER THE SYSTEM WITH TRACKED EQUIPMENT. SPEC SECTION 3.05 A5 LLLLLLLLLLLLLLLL LLLR-TANK SYSTEM 4. ENSURE THAT ALL UNRELATED CONSTRUCTION TRAFFIC IS KEPT AWAY FROM THE LIMITS OF EXCAVATION -LL I LL Iml- UNTIL THE PROJECT IS COMPLETE AND FINAL SURFACE MATERIALS ARE IN PLACE. NO NON -INSTALLATION LI LI LI I LLLLI I I I I LBEEN RELATED LOADING SHOULD BE ALLOWED OVER THE R-TANK SYSTEM UNTIL THE FINAL DESIGN SECTION HAS CONSTRUCTED (INCLUDING PAVEMENT). SPEC SECTION 3.05 B _° 5. SEE R-TANK INSTALLATION GUIDE OR CONTACT YOUR LOCAL ACF WEST REPRESENTATIVE FOR ADDITIONAL INFORMATION. DUMP TRUCK DETAIL SEE NOTE 3 LOW GROUND PRESSURE DOZER (10 TON MAX, SEE NOTE 2) SMOOTH DRUM ROLLER STATIC MODE (6 TON MAX, SEE NOTE 1) N . .. . .... .. ..... :. .. ......... . . . . . � . .. '. .: , , ..:... . . ... ... ...... ... ., .: ... . . .. ......... ... ... . . . . .. .. ......... ..:..... I . .. : .; -. I.. ...... I . . ... .. . ... ... ..:......: - .... . '.... . . . , ...... � - - ...... .., . . .. '.�' R-TANKHD OR R-TANIC6D UNITS HD: LOAD RATING: 33.4 PSI (MODULE ONLY) SD: LOAD RATING: 42.9 PSI (MODULE ONLY) 1; LSE SMOOTH DRUM ROLLER VIBRATORY MODE (6 TON MAX, SEE NOTE 1) I - o - 0 o Oo " . , ....: ..... . .. . :. .... ... .... I .. ... . . .. I . . . . . . 24"MIN. COVER GEOGRID .:(SEE NOTE 1) REINFORCEMENT LAYER (NAUE SECUGRID 30/30) �1� ' . .. .... .. . ... - - ..- . .. 11=1 I V 11I ..... . . .. - .. . 1I1-1I1= . ... I I -I I -I ' . . 1I1-1I1= ������������ II -III -II ������������ 1�1-1�1= 11_I I I -I I .. III -III= R-TANK SYSTEM I I-1 11=11 LLL III -III= L_ L_ L_ L_ L_ L_ L_ L_ L_ L_ L_ L_ 24" M I I-111-I : IPERIMETERI . I I -I . ... .' .: - ' .. IIIIIII111111 I. , ... MIN. COVER ' NOTES 1 & 2) . 1.. .. .. . SUBGRADE / EXCAVATION LINE: COMPACT PER SPEC SECTION 3.02 D. A BEARING CAPACITY OF 2,000 PSF MUST BE ACHIEVED PRIOR TO INSTALLING R-TANKHD OR R-TANKS') R-TANK SPECIFICATION . �p� w Z oU) PART 1 -GENERAL 2.04 OTHER MATERIALS O IL w 1.01 RELATED DOCUMENTS A. Utility Marker. Install metallic tape at comers of R-Tank system to mark the area for future utility detection. U A. Drawings, technical specification and general provisions of the Contract as modified herein apply to this section. LL PART 3-EXECUTION w 1.02 A. DESCRIPTION OF WORK INCLUDED Provide excavation and base preparation per geotechnical engineer's recommendations and/or as shown on the design drawings, to provide adequate support for project design loads 3.01 ASSEMBLY OF R-TANK UNITS A. Assembly of modules shall be performed in accordance with the R-Tank Installation Manual, Section 2. Q. N R and safety from excavation sidewall collapse. Excavations shall be in accordance with the owner's and OSHA requirements. B. Provide and install R-TankLD/, R-TankHD/, R-TankSD/, or R-TankU/D/ system (hereafter called R-Tank) and all related products including fill materials, geotextiles, geogrids, inlet and 3.02 LAYOUT AND EXCAVATION N outlet pipe with connections per the manufacturer's installation guidelines provided in this section. A. Installer shall stake out, excavate, and prepare the subgrade area to the required plan grades and dimensions, ensuring that the excavation is at least 2 feet greater than R-Tank 1�� p Z U 3 C. Provide and construct the cover of the R-Tank system including; stone backfill, structural fill cover, and pavement section as specified. dimensions in each direction allowing for installation of geotextile filter fabric, R-Tank modules, and free draining backfill materials. LL D. Protect R-Tank system from construction traffic after installation until completion of all construction activity in the installation area. B. All excavations must be prepared with OSHA approved excavated sides and sufficient working space. w C. Protect partially completed installation against damage from other construction traffic by establishing a perimeter with high visibility construction tape, fencing, barricades, or other LLO C 1.03 QUALITY CONTROL Q means until construction is complete. p 0 C 0 A. All materials shall be manufactured in ISO certified facilities. D. Base of the excavation shall be uniform, level, and free of lumps or debris and soft or yielding subgrade areas. A minimum 2,000 pounds per square foot bearing capacity is required.LU wB. Installation Contractor shall demonstrate the following experience: 1. Standard Applications: Compact subgrade to a minimum of 95% of Standard Proctor (ASTM D698) density or as required by the Owner's engineer. cZ1. A minimum of three R-Tank or equivalent projects completed within 2 years; and, 2. Infiltration Applications: Subgrade shall be prepared in accordance with the contract documents. Compaction of subgrade should not be performed in infiltration applications. 'or Z Z Q 2. A minimum of 25,000 cubic feet of storage volume completed within 2 years. 9 P Y s E. Unsuitable Soils or Conditions: All questions about the base of the excavation shall be directed to the owner's engineer, who will approve the subgrade conditions to placement q 9 PP 9 Pn W 3. Contractor experience requirement may be waived if the manufacturer's representative provides on -site training and review during construction. of stone. The owner's engineer shall determine the required bearing capacity of the R-Tank subgrade; however in no case shall a bearing capacity of less than 2,000 pounds per C. Installation Personnel: Performed only by skilled workers with satisfactory record of performance on bulk earthworks, pipe, chamber, or pondAandfill construction projects of square foot be provided. comparable size and quality. 1. If unsuitable soils are encountered at the subgrade, or if the subgrade is pumping or appears excessively soft, repair the area in accordance with contract documents and/or as V E D. Contractor must have manufacturer's representative available for site review if requested by Owner. directed by the owner's engineer. a 8 2. If indications of the water table are observed during excavation, the engineer shall be contacted to provide recommendations. 0 1.04 A. SUBMITTALS Submit proposed R-Tank layout drawings. Drawings shall include typical section details as well as the required base elevation of stone and tanks, minimum cover requirements and 3. Do not start installation of the R-Tank system until unsatisfactory subgrade conditions are corrected and the subgrade conditions are accepted by the owner's engineer. ``Z VI r--- -w A tank configuration. 3.03 PREPARATION OF BASE ,,^^ i-< f0v!B. Submit manufacturer's roduct data inciudin com ressive stren th and unit wei ht. 9 P 9 9 A. Place a thin la er 3" unless otherwise s ecified of beddin material Section 2.03 A over the sub rade to establish a level workin latform for the R-Tank modules. Level to within Y( P ) 9 ( ). 9 9 P LU W(L wP C. E. Submit manufacturer's installation instructions. Submit R-Tank sample for review. Reviewed and accepted samples will be returned to the Contractor. for W (+/- %") or as shown on the plans. Native subgrade soils or other materials may be used if determined to meet the requirements of 2.03 A and are accepted by the owner'sD. engineer. 1. Standard Applications: Static bedding they firm S; N F. Submit material certificates geotextile, geogrid, base course and backfill materials. Submit required experience and personnel requirements as specified in Section 1.03. roll or otherwise compact materials until are and unyielding. 2. Infiltration Applications: Bedding materials shall be prepared in accordance with the contract documents. F=Q iG. Any proposed equal alternative product substitution to this specification must be submitted for review and approved prior to bid opening. Review package should include third parry B. Outline the footprint of the R-Tank system on the excavation floor using spray paint or chalk line to ensure a 2' perimeter is available around the R-Tank system for proper installation 2ro0N reviewed performance data that meets or exceeds criteria in Table 2.01 B. and compaction of backfill. t:;�� Z1.05 DELIVERY, STORAGE, AND HANDLING 3.04 INSTALLATION OF THE R-TANKS Mf�Z-A. Protect R-Tank and other materials from dams a durin delive and store UV sensitive materials under tar to rotect from sunli ht when time from delive to installation exceeds 9 ry, P P 9 ry A. Where a eotextile wra is s ecified on the stone base cut stri s to len th and install in excavation removin wrinkles so material la s flat. Overla eotextile a minimum 12" or as9 9 P P P 9 9 Y P9 Olwo OrIR weeks. Storage of materials should be on smooth surfaces, free from dirt, mud and debris. recommended by manufacturer. Use tape, special adhesives, sandbags or other ballast to secure overlaps. As geotextiles can be damaged by extreme heat, smoking is not C y B. Handling is tobe performed with equipment appropriate to the materials and site conditions, and may include hand, handcart, forklifts, extension lifts, etc. permissible on/near the geotextile, and tools using a flame to tack the overlaps, such as propane torches, are prohibited. B. Where impervious liner is install the liner the documents. The R-Tank be from Wp0p 3: C. Cold weather. an (for containment) specified, per manufacturer's recommendations and contract units shall separated a 1. Care must be taken when handling plastics when air temperature is 40 degrees or below as plastic becomes brittle. 2. Do not use frozen materials or materials mixed or coated with ice or frost. impervious liner by a non -woven geotextile fabric installed accordance with Section 3.04A. C. Install R-Tank modules by placing side by side, in accordance with the design drawings. No lateral connections are required. It is advisable to use a string line to form square corners U 0 G LL 3. Do not build on frozen ground or wet, saturated or muddy subgrade. and straight edges along the perimeter of the R-Tank system. The modules are to be oriented as per the design drawing with required depth as shown on plans. 1. For LD, HD, and SD installations, the large side plate of the tank should be placed on the perimeter of the system. This will typically require that the two ends of the tank area will 1.06 PREINSTALLATION CONFERENCE. have a row of tanks placed perpendicular to all other tanks. If this is not shown in the construction drawings, it is a simple field adjustment that will have minimal effect on the overall A. Prior to the start of the installation, a preinstallation conference shall occur with the representatives from the design team, the general contractor, the excavation contractor, the system footprint. Refer to R-Tank Installation Guide for more details R-Tank installation contractor, and the manufacturer's representative. 2. For UD installations, there is no perpendicular end row required. D. Wrap the R-Tank top and sides in specified geotextile. Cut strips of geotextile so that it will cover the sides and top, encapsulating the entire system to prevent backfill entry into the 1.07 PROJECT CONDITIONS system. Overlap geotextile 12" or as recommended by manufacturer. Take great care to avoid damage to geotextile (and, if specified, impervious liner) during placement. A. Coordinate installation for the R-Tank system with other on -site activities to eliminate all non -installation related construction traffic over the completed R-Tank system. No loads E. Identify locations of inlet, outlet and any other penetrations of the geotextile (and optional liner). These connections should be installed flush (butted up to the R-Tank) and the heavier than the design loads shall be allowed over the system, and in no case shall loads higher than a standard AASHTO HS20 (or HS25, depending on design criteria) load be geotextile fabric shall be cut to enable hydraulic continuity between the connections and the R-Tank units. These connections shall be secured using pipe boots with stainless steel allowed on the system at any time. pipe damps. Support pipe in trenches during backfill operations to prevent pipe from settling and damaging the geotextile, impervious liner (if specified) or pipe. Connecting pipes at B. Protect adjacent work from damage during R-Tank system installation. 90 degree angles facilitates construction, unless otherwise specified. Ensure end of pipe is installed snug against R-Tank system. C. All pre-treatment systems to remove debris and heavy sediments must be in place and functional prior to operation of the R-Tank system. Additional pretreatment measures may be F. Install Inspection and Maintenance Ports in locations noted on plans. At a minimum one maintenance port shall be installed within 10' of each inlet & outlet connection, and with a needed if unit is operational during construction due to increased sediment loads. maximum spacing of one maintenance port for every 2,500 square feet. Install all ports as noted in the R-Tank Installation Guide. D. Contractor is responsible for any damage to the system during construction. G. If required, install ventilation pipes and vents as specified on drawings to provide ventilation for proper hydraulic performance. The number of pipes and vents will depend on the size of the system. Vents are often installed using a 90 degree elbow with PVC pipe into a landscaped area with 'U" bend or venting bollard to inhibit the ingress of debris. A ground level PART 2 - PRODUCTS concrete or steel cover can be used. Z 0 2.01 R-TANK UNITS A. R-Tank - Injection molded plastic tank plates assembled to form a 95% void modular structure of predesigned height (custom for each project). 3.05 BACKFILLING OF THE R-TANK UNITS 0 0 B. R-Tank units shall meet the following Physical & Chemical Characteristics: A. Backfill and fill with recommended materials as follows: = ::) PROPERTY OESWIPTRIN R-TFX°VAWE R-Ta.e'VAWE R-TaWVAWE RT""k'0 UE vw­d "m"N1 Sud.w Ywd A"e mnwo.al.M"iNA.AI.N.brinRl".on - - - - Y"dral C".PrmN.• V-V. A51M D.-A-1.1. =0W -pN .2.BPN -pN -.I Com,-.a 41, ASTM D N 121 ASTM F 2410 m... 224pN ma,w wA HS-20Mini Cover Coar"yi i u!'"HS20-1 wA V 1Y 1P-(STONE BACIlnLL) HS--n-m- Cm.r"pu,redto.uP HS251.a1. wA b• 1r- 1S(UT EBACx Lu Ws MWmmbN-,d.. ]- - .1- 5N uitdWwi.pw-W OmBa 38_ ,.BIE.. ... ,Ud-d1 m®mm_ o.1R I,q,.. I 0.1R O,C1,.. WA I I.- T.-.M. 5.1e MmperNuer. .ru.. .14-I.•F I .14-M1•F 1 .14-1RTF 14-1Sr'F 1. Place freely draining backfill materials (Section 2.03 B) around the perimeter in lifts with a maximum thickness of 12". Each lift shall be placed around the entire perimeter such that • • Q each lift is no more than 24" higher than the side backfill along any other location on the perimeter of the R-Tank system. No fill shall be placed over top of tanks until the side backfillU Z > Z > has been completed. _ O C) 2. Each lift shall be compacted at the specified moisture content to a minimum of 95% of the Standard Proctor Density until no further densification is observed (for self -compacting stone materials). The side lifts must be compacted with walk behind compaction equipment. Even when "self -compacting" backfill materials are selected, a walk behind vibratory _ compactor must be used. � 0 rl� 0 Q 3. Take care to ensure that the compaction process does not allow the machinery to come into contact with the modules due to the potential for damage to the geotextile and R-Tank W LLI Z Z units. D- Y 04. No compaction equipment is permissible to operate directly on the R-Tank modules. U) J c 5. Top Backfill: Only low pressure track vehicles shall be operated over the R-Tank system during construction. Dump Trucks and Pans shall not be operated within the R-Tank system � G U)footprint at any time. Heavy equipment should unload in an area adjacent to the R-Tank system and the material should be moved over the system using tracked equipment with an Y LL 0 LU operating weight of less than 10 tons. Z LLI 0 C. Supplier: ACF West 15540 Woodinville -Redmond Rd., Woodinville, Washington 98072, (425) 415-6115, www.actwest.00m a. Typical Applications: Install a 12" (or as shown on plans) lift of freely draining material (Section 2.03 B) over the R-Tank Units, maintaining 12" between equipment tracks and Q R-Tank System. Lightly compacted using a walk -behind trench roller. Alternately, a roller (maximum gross vehicle weight of 6 tons) may be used. Roller must remain in static �_ I, i 2.02 GEOSYNTHETICS mode until a minimum of 24" of cover has been placed over the modules. Sheep foot rollers should not be used. ' A. Geotextile. A geotextile envelope is required to prevent backfill material from entering the R-Tank modules. 1. Standard Application: The standard geotextile shall be an 8 oz per square yard nonwoven geotextile (TenCate Mirafi 18ON or equivalent). b. Shallow Applications (< 18" total cover): Install top backfill in accordance with plans. 6. If required, install a geogrid as shown on plans. Geogrid shall extend a minimum of 3 feet beyond the limits of the excavation wall. U7 2. Infiltration Applications: When water must infiltrate/exriltrate through the geotextile as a function of the system design, a woven monofilament (TenCate Mirafi FW402 or equivalent) 7. Following placement and compaction of the initial cover, subsequent lifts of structural fill (Section 2.03 C) shall be placed at the specified moisture content and compacted to a shall be used. minimum of 95 % of the Standard Proctor Density and shall cover the entire footprint of the R-Tank system. During placement of fill above the system, unless otherwise specified, a B. Geogrid. For installations subject to traffic loads and/or when required by project plans, install geogrid (Naue Secugrid 30130 or equivalent) to reinforce backfill above the R-Tank uniform elevation of fill shall be maintained to within 12" across the footprint of the R-Tank system. Do not exceed maximum cover depths listed in Table 2.01 B. system. Geogrid is not always required for R-TankUD/ installations, and is often not required for non -traffic load applications. 8. Place additional layers of geotextile and/or geogrid at elevations as specified in the design details. Each layer of geosyntbetic reinforcement placed above the R-Tank system shall extend a minimum of 3 feet beyond the limits of the excavation wall. 2.03 BACKFILL & COVER MATERIALS B. Ensure that all unrelated construction traffic is kept away from the limits of excavation until the project is complete and final surface materials are in place. No non -installation related A. Bedding Materials: Stone (angular and smaller than 1.5" in diameter) or soil (GW, GP, SW, or SP as classified by the Unified Soil Classification System) shall be used below the loading should be allowed over the R-Tank system until the final design section has been constructed (including pavement). R-Tank system (3" minimum). Material must be free from lumps, debris, and any sharp objects that could cut the geotextile. Material shall be within 3 percent of the optimum moisture C. Place surfacing materials, such as groundcovers (no large trees), or paving materials over the structure with care to avoid displacement of cover fill and damage to surrounding content as determined by ASTM D698 at the time of installation. For infiltration applications bedding matedal shall be free draining. areas. B. Side and Top Backfill: Material must be free from lumps, debris and any sharp objects that could cut the geotextile. Material shall be within 3 percent of the optimum moisture content D. Backfill depth over R-Tank system must be within the limitations shown in the table in Section 2.01 B. If the total backfill depth does not comply with this table, contact engineer or as determined by ASTM D698 at the time of installation. manufacturer's representative for assistance. 1. Traffic Applications - Free draining material shall be used adjacent to (24" minimum) and above (for the first 12") the R-Tank system. a. For HD, and SD modules, backfill materials shall be free draining stone (angular and smaller than 1.5" in diameter) or soil (GW, GP, SW, or SP as classified by the Unified Soil 3.06 MAINTENANCE REQUIREMENTS Classification System). A. A routine maintenance effort is required to ensure proper performance of the R-Tank system. The Maintenance program should be focused on pretreatment systems. Ensuring these DR BY EDQ b. For UD modules with less than 14" of top cover, backfill materials shall be free draining stone (angular and smaller than 1.5" in diameter). The use of soil backfill on the sides and top structures are clean and functioning properly will reduce the risk of contamination of the R-Tank system and stormwater released from the site. Pre-treatment systems shall be of the UD module is not permitted unless the modules are installed outside of traffic areas or with cover depths of 14" or more. Top backfill material (from top of module to bottom of inspected yearly, or as directed by the regulatory agency and by the manufacturer (for proprietary systems). Maintain as needed using acceptable practices or following DATE pavement base or 12" maximum) must be consistent with side backfill. manufacturer's guidelines (for proprietary systems). 2. Non -Traffic / Green Space Applications - For all R-Tank modules installed in green spaces and not subjected to vehicular loads, backfill materials may either follow the guidelines for B. All inlet pipes and Inspection and/or Maintenance Ports in the R-Tank system will need to be inspected for accumulation of sediments at least quarterly through the first year of 11 /15/2023 Traffic Applications above, or the top backfill layer (12" minimum) may consist of AASHTO #57 stone blended with 30-40% (by volume) topsoil to aid in establishing vegetation. operation and at least yearly thereafter. ACF WES PROJECT NUMBER C. Additional Cover Materials: Structural Fill shall consist of granular materials meeting the gradational requirements of SM SP SW GM GP or GW as classified b the Unified Soil g g g q y C. - If sediment has accumulated to the level noted in the R-Tank Maintenance Guide or beyond a level acceptable to the Owner's engineer, the R Tank system should be flushed. - 23 116WA Classification System. Structural fill shall have a maximum of 25 percent passing the No. 200 sieve, shall have a maximum clay content of 10 percent and a maximum Plasticity Index D. All inspection and maintenance activities should be performed in accordance with the R-Tank Operation, Inspection & Maintenance Manual. SHEET NO of 4. Material shall be within 3 percent of the optimum moisture content as determined by ASTM D698 at the time of installation. ^ of CONSTRUCTION EQUIPMENT COVER DETAIL - VEHICULAR TRAFFIC z 251L W �o U WLL V w a 0: 0 ow �_ �- oN 0!� 0 W LL row in LL K 0S wZ w w z 50 Z< w � E a z -U 0 U-wU) j� WWai F r8 �~IA I ZVT=J 01 "R UFNW0� T- (D LL' U oQ J I- W 0 (Y W > O U I- 0 Z (D W ::) 5 O - O WCIW0Q W Z Z z�0(D O 0 2 - U W 0 W D 0� � W Z O U 0 Y Z H VA EDQ mm 11/15/2023 ACF-STFROJECTNUid R 23-116WA .a. NO. 5 of 6 ENGINEERING DIVISION APPROVED AS NOTED � �� .4_ 11 /13/2024 � � Z � O W z z W W CO W Z - - g _O CO CO O � � a W Q Q N W N N to N f9 Q- N - 0 - M O - C:)- 0 < I N M "` Akik PERMIT RESUB Oct 18 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT N W U J 3 Z O Z LL Q (A p W - J W o = � z O Y J � V � � 0 N 1 0 LL J Z M O W > < Ln 00 I a '� s IIIIIIIIIIIIIIIIIIIIIIII11' 4 MOMENIZIM EVIL 1145 BROADWAY, SUITE 115 TACOMA, WA 98402 PHONE: 253.319.1504 CHECKED BY: D. HARRIS DESIGNED BY: D.HARRIS DRAWN BY: J.SANTOS HORZ. DATUM:NAV83/91 VERT. DATUM: SSHM ON 200 DATE: 10/16/24 PROJECT NO. VILL-001 SHEET NO. 8 OF 9 REFERENCE NO. C4.3 A PORTION OF THE NW 1/4, SECTION 19, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. Y Y _ U U 0 m J J J � BLD2023-1355 FULKERSON HAUL ROUTE SITE ADDRESS 8503 200th St SW, Edmonds, WA 98026 HAUL ROUTE FOR LARGE TRUCKS SHALL BE AS FOLLOWS EAST ALONG 200TH ST SW TO 76TH AVE W NORTH ALONG 7�TH AVE W TO 196TH ST SW EAST ALONG 196TH ST SW TO 15 ROUTE TO BE REVERSED FOR INCOMING TRUCKS TO SITE. IF HAULING IS WITHIN THE DOWNTOWN AREA, SINGLE TRUCKS SHALL BE USED (NO TRAILORS) 1891hAlSw w 190th st SW 190th St SW 191stst SW 3r 192nd St SW � 3 192rd PI SW ID G a 1 792nd PI SW L d w t Or N 19'_rtl Pl 5W 00 1 3 The Duct Cleaners a' LL Best in the s cnlonds PNW finalist a t Church &; Frequency Collective Q st Cleaners 4 a L C N o m m Lynnwood Ice Center Q ,tro° n s �a� • m 199th St SV. ,lewood Parent 200th S1 Sa^ .. Cooperative Va ( Lynnwood Bowl & Ska e t 2015tstsw a Edmonds College i L ca L 202nd St SW D 3 202od PI SW ^ 202nd 5t SW — 202nd St SW a City of Lynnwood Qa`' y 203rdStSW Municipal Golf Course Pine Ridge `O Edgewood Church 99 College Place Park i 2011h St SW Elementary School N U J E > c a- o 6 E— o LL �U) �c >ICO Q .C: EE N J � mm Om `I- r N N 00 CN (0 CD �M or) 0 o> a c/) L < 190th St SW 6I 00 '3 eo S `to > 91 St St Sk N n 1891hPISW N Recreation Center f v 16PISW o 189thFIS" Costco Business Cen a c �9ath St sw L0 _ t 90th St SW v , 9:tn F. 56 191 St St sw 191 St St S W Od Way ; 191stPIS)N 192nd St SW Lynnwood Library 19 192nd St SW Sno-Isle Libraries 192rd St SW 192nd PI SW L 194th St SW 1941h St SW Olympus Spa v Fred Meyer V Lynnwooa D e � Tra e Joe's V E Scriber Woodland Greens Q �o Lake Park . 5 cec Collins Junction Q 200th St SW a � ° 202nd St SW `^ N 203rd St SW DSHS Alderwood Community Service... '� 204th St SW 204th St SW 03 Strom Rac ©I vnnunnrl FvanGenr Foods M 1'✓ o;'e's Home 198th St SW ©J � p ement 9 Q\y�' Heritage Park 1 Old Aldenvood �o Middle School �Sr PV SIN 2os ° .1 SW 203rd St SW Coptic g OnAth et eur ADD 'BE PREPARED TO STOP' SIGN z T ION (W20-1) SEETOTE 1 DEAD 0-4) SEE IIOTE 1 -7 A) SEE NOTE 1 STOP f 0 TABLE A SPEED (MPH) TAPER LENGTH (FT) CONE SPACING ALONG TAPER (FT) OFFSET WIDTH 10' 12' 25 105 125 25 _z I 0 J 4 45 NInTC- 1 DISTANCE BETWEEN SIGNS SHALL BE 100' FOR RESIDENTIAL STREETS (25 MPH), AND TrMI A I M/'V n r%VAI AA/("_ I LI\,.L I\\J/-1LJVV/-\ 1 J LEGEND: • FLASHING BEACON SHALL BE INSTALLED AT EACH SIGN FOR NIGHT-TIME USE. • DISTANCES MAY VARY AS APPROVED BY THE ENGINEER. • FLAGGERS REQUIRED TO CONTROL TRAFFIC WHENEVER THE CONTRACTOR MUST INTERRUPT TRAFFIC FLOW TO ACCESS THE WORK SITE WITH MATERIALS OR EQUIPMENT. • SIGN SIZE PER MUTCD OR PER APPROVAL OF CITY ENGINEER o CONE OR CHANNELIZING DEVICE SEE STE 713) END ROAD WORK SIGN N) 0 ��zT VJ Cn Fulkerson Traffic Control Plan LANE CLOSURES SHALL ONLY BE PERMITTED FROM 10AM TO 3PM MONDAY - THURSDAY AND 10AM -2PM ON FRIDAYS. END ROAD WORK SIGN North Road Cones and Channelizing Devices to be flipped to southern side of 200th St SW when trenches are in southern lane Fulkerson Site (onsite shaded area to be used as staging area for ROW work) ,,-- WORK AREA TRUCK WITH FLASHING OR WITH <N> BEACON 7- TAPER LENGTH STOP O (TABLE A) SEE NOTE 1 SEE NOTE 1 SEE NOTE 1 ONE LANE ROAD AHEAD 1.0-7 A) (W20-4) ROAD NN NSTRUCTION AHEAD // (W20-1) ENGINEERING DIVISION APPROVED AS NOTED 11/13/0 2 24 � � Z O W Z Z z O O O V) U U Q ~ ~ z w 0� U U O g C/) C/) W W O LLJ Cl) a Q Q C\I N C\I W � LO N (9 Q — = N Q — CD M O CD ,� q 0 ` 1 N (7 �Q0 PERMIT Z REq$B Oct 18J024 CITY OF NDS DEVELOPME ERVICES DEPAR NT Z O V z V Z Q tn LL LL 2 Z ix W W Q 0 o v D Q N W LL J M J Q O Ln ADD 'BE Z 00 PREPARED Q TO STOP' SIGN W D O J D Q Z s � s AAOMF-NTUM EVIL 1145 BROADWAY, SUITE 115 TACOMA, WA 98402 PHONE: 253.319.1504 CHECKED BY: D. HARRIS DESIGNED BY: D.HARRIS DRAWN BY: J.SANTOS HORZ. DATUM:NAV83/91 VERT. DATUM: SSHM ON 200 DATE: 10/16/24 PROJECT NO. VILL-001 SHEET NO. 9 of 9 REFERENCE NO. C5.0