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APPROVED ENG STM RESUB2 BLD2022-0279+Civil_Plan+7.15.2022_9.03.48_PM+2993794EX.'. 40'? ROW t } € I PROP. ASPHALT (617 SF) TO BE INSTALLED AT TIME OF r Z SHORT PLAT) W 9 I I = j � L . i I � I 1 I u t $F F i JN r 3 ; ` 5 0, so OMON SFR A a SECTION 13, TOWNSHIP 27N, RANGE 3E, W.M. . - E N mat MAIN 30' i INGRESS &EGRESS, ao v�i m n 0 A' Ddt ESM'T AF#2096919 00608300000501 MCINITY MAP SCALE: 1" = 2,000' 00608300000203 I EX. SFR I PRIVATE DRAINAGE ESM'T PROP. PERMEABLE--- ����� A CONC. (1,038 SF) FN: 202108315004 ' 130' 4 �—----------- o N? s °s 61 I. 56' I s.s,.- ,I PROP. SFR I — ° I 23.0'_ a I s a 1 (2,539 SF —FOUNDATION) 1 f o, ° a'41 ' (3,324 SF — ROOF) ROOF OVERHANG 33', PARCEL 2 �/ 18.1— ' ZONING — RS-12 I ` — I 13,448.E SF ICn� I d- s Ig._ I I I ► I +I PRIVATE DRAINAGE — 150' EASEMENT AFN: 202108315004 . _ _.. ___ �BAd,, ' (C N,ROI i ._..._ _. ,, :;; ; �• 8 SLOPE FOR CUTS OR FILLS EASEMENT --� • .. - __...._ . �. __.�._� �- a I REC. 8108120201 5'TELEPHONE EASEMENT N A N'I 86,12 REC. 8304150234 � `� ............. is S�.' .. _....... _... *PROPOSED ADDITIONAL _m EASEMENT TO COVER NEW 15' VEGETATED FLOW PATH o LO ks Ss _S 3 — LEGEND EXISTING DESCRIPTION PROPOSED B.S.B.L. — — — — — BLDG SETBACK LINE (BSBL) B.S.B.L. — — — — — CATCH BASIN (Ty-1) D O CATCH BASIN (Ty-2) O CASE MONUMENT DRAINAGE DITCH/SWALE DRAINAGE FLOW PATTERNS EASEMENTS (ESM'T) ---------- __... EDGE PAVEMENT (EOA) EOA FIRE HYDRANT (FH) ll t — ' — — — LOT LINE �J MAILBOXES (MB, CBU) PROPERTY LINE (P/L) — — . — . — RIGHT OF WAY (R/W) — ROAD CENTER (CTR) LINE — SANITARY SEWER MANHOLE 0 YARD BASIN (YD) SANITARY SEWER LINE STORM SEWER LINE SEWER STUBOUT TA E STORM STUBOUT F®— — — — — — — UTILITY POLE (PP, UP) ° BLOW —OFF (BO) O ZWlkf WATER SERVICE (WS) 19 DQ WATER VALVE (WV) H DATE REVISIONS - PAGES CHANGES REV1 9/14/22 PAGE 4 Drainage, Grading, Ret Wall REV2 REV3 REV4 REV5 NOTE: ONLY SINGLE TRUCKS ON PUGET DRIVE & 9TH AVE N, NO TRUCK AND TRAILER ALLOWED ROW PERMIT NOTE: ALL RIGHT-OF-WAY IMPROVEMENTS ARE TO BE COMPLETED WITH THE SHORT PLAT (PLN2019-0036). A ROW PERMIT APPLICATION SHALL BE COMPLETED BY THE CONTRACTOR AND SUBMITTED TO THE CITY PRIOR TO ISSUANCE OF THE CIVIL CONSTRUCTION PLANS. ANY PORTION OF THE DRIVEWAY ONSITE WILL BE CONSTRUCTED AT THE TIME OF BUILDING PERMIT. 0 EXISTING CONDOMINIUM THREE—STORY 15 UNITS & HHUPOSED LOT LINE D _1 -OR ._:: , BLS! _ f E x, .. I 10' UTIL. ESM'T --------- AFN: 202108315004 --- _ S SD PUGET DR. W ?,gs E f; ...... .,._.,..._ __. ••'^'; .: - _ J ____ ALL SHORT PLAT IMPROVEMENTS SHALL BE COMPLETED PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY STORM DRAINAGE REPORT PREPARED BY JOESPH M SMEBY ENGINEER, DATED 6/14/2022 AND APPROVED 7/26/2022. SPECIAL INSPECTION AGREEMENT (PERVIOUS PAVEMENT, PERF STUB OUT SUBGRADE AND SUBGRADE FOR VEGETATED FLOW PATHS) PLN2019-0036 - SHORT PLAT PERMIT ENG2022-0278 - SIDE SEWER PERMIT ENG2022-0279 - WATER METER SP LOT AREA SUMMARIES: LOT 1 LOT 2 GROSS AREA: 35,969 SQ. FT. GROSS AREA: 16,769 SQ. FT. LESS ACCESS EASE.: 2,491 SQ. FT. LESS ACCESS EASE.: 2,475 SQ. FT, NET AREA: 33,478 SQ. FT. NET AREA: 14,294 SQ. FT. AREAS: TOTAL LAND AREA - 52,738 SQ/FT LOT "1" - 35,969 SQ/FT LOT "2" - 16,769 SQ/FT • Know what's below. Call two business days before you dig. T jej � "� saillow 40 HORIZONTAL SCALE i I z O H d U 0) W a t m W m m Q m Q LEGAL DESCRIPTION LOT 2 OF CITY OF EDMONDS SHORT PLAT NO PLN20190036, RECORDED UNDER AUDITOR'S FILE NUMBER 202108315004. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON VERTICAL CONTROL: SITE BENCHMARK NAIL AS SHOWN ELEVATION 45.8 NAVD88 HORIZONTAL CONTROL: ASSUMED CONTACT PUGET SOUND PLANNING, LLC LEE MICHAELIS, AICP 5005 200TH ST SW, UNIT 101—B LYNNWOOD, WA 98036 425.830.1046 lee.michaelis@pugetsoundplanning.com OWNER /APPLICANT GENET SOLOMON & DESTA GETACHEW 20204 37TH AVE W LYN N WOOD, WA 98036 CIVIL ENGINEER OMEGA ENGINEERING, INC. JOSEPH SMEBY, PE 2707 WETMORE AVE. EVERETT, WA 98201 425.903.4852 ACREAGE LAND SURVEYING JOUNI PAAVDLA, PLS 24225 107TH PI W EDMONDS, WA 98020 206.326.9912 SITE DATA SITE 400 9TH AVE N, EDMONDS, WA 98020 TAX ACCOUNT NUMBER: 00608300000201 ZONING : RS-12 LOT AREA: 13,448 SF (0.31 AC) UTILITY CONTACTS: SNOHOMISH CO. PUD — 425.670.3214 PSE — 888.321.7779 FRONTIER — 425.263.4023 ZIPLY — 866.669.4759 WATER — COE — 425.771.0235 SEWER — COE — 425.771.0235 STORM — COE — 425.771.0235 COMPLIES WITH APPLICABLE CITY STORMWATER CODE 07/26/2022 DRAWING INDEX 1) COVER 2) SWPPP 3) SWPPP DETAILS 4) GRADING & DRAINAGE PLAN 5) FLOW PATH SECTION A -A & B-B 6) FLOW PATH SECTION C-C 7) UTILITY PLAN 8) STANDARD NOTES 9) STANDARD DETAILS H W W W -0 rn 0 rn N L0 W 4- SW W I­W N Z t9 Z LU W� W Z 0" LZN 0 a F• _ Z_ Z Z O = 1_ 0 Q~a nI M W Z c ) Z 1i 0 W ° Z Z w .I 0 �� O ^ W c J LL Z O z 0 � I- RESUB F- N ° Jul 18 2022 U BLD2022-0279 CITY OF EDMONDS CEVELOPMENTSERVICES DEPARTMENT PROJ. NO. DSN. BY: APPROVED FOR CONSTRUCTION 19-0117-S JMs CITY OF EDMONDS DATE: 2/2/22 ENGINEERING DIVISION SCALE: DATE: 0A/PPROO`V/E�D AS NOTED 1 ° = 20' B Y: JQ,1,/, W (AL{ILj{1{�/it 07/26/2022 DRAWING NO. 1 9 CITY ENGINEERING DIVISION OF 02 1-1 rM 0 F- Q z w 0 U w w F_ V) 04 0 ORIGINAL SUBDIVISION FILE #: PLN2019-0036 m e ER AL-Ift,_ -.." 11111k. - - - A I I SECTION 13, TOWNSHIP 27N. RANGE 3E,, W.M. 00 , - CB INLET PROTECTION (TYP.) PER STD. DET. i i ER-902, SEE 30'� SHT. 3 INGRESS &` EGRESS, ESM'T 0 CONTRACTOR TO INSTALL,/ STABILIZED CON5T. f,1 LIMITS OF CLEARING, 1CiAARK ii ,.. zJ -- _ _ .._......_... -_ ... .. f. E 11'. PEW STD.,,DET. ;. �' i-W�ORA�NGE BARRIER FENCING `, _ l{' ?r -E ri r ER-90,1, AS NEEDED, i SEE t _ s Ex. v f R ,. z ;r C NTRC't0 CONS . C NG.AROVND TN (FEN FUTURE ERV!OU PAVEMF I --AREA & x PERFORATED STUBOUT TO PROTECT FROM CONSTRUCTION TRAFFIC. > { i� : .. x - ' I X / X STAGING AREA(_...._._... L. DURING a r CONSTRUCTION > { / CONTRACTOR TO PROTECT LEVEL ` f _ ' SPREADER AND 25' VEGETATED FLOW x 1 PATH WITH ORANGE CONSTRUCTION 2 FENCING AFTER LEVEE SPREADER t "> HAS BEEN INSTALLED, SOIL AMENDED I j j F t { I VEGE t .AND SEEDED IN � TATED FLOW > t 14-4,18 CLUs _ I PATH AREA INCLUDES RETRO FIT FLOW PATH. -. TBR; TOPSOIL STOCK I ...... PILE AREA 2. — _... _ I SEE ;NOTE 3 SIL . ,, — — �PER SM. DET. � ____ __ __ ,_ - R _.-...__ _. _a _...... Cr rk TYP ._. I r�°`,, 8 SLl3PE FOR :ITS OR FILLS;' EASEME�O�T.. _... ..-_ R.P. F :. .`. -...,. "...... i' µ 5 =TELEPHONE EFiSEM NT ' bra 86.12RE'C: 810812201 - r ... �•. 8304150234� P _..__._ EC ' ONTRA►°CTOW T P TEC �� >(i S ft m_. R ems, —� i ..,- W ,........,.�i„ � O _� F 4 .. ;J DISPERSION TRENCH AFTER CONTRACTOR TO EXCAVATE - { �; `� INSTALLATION ANQ RIOR TO w - c PERFORATEDSTUBOUT TRENCH,,`AND _., ___....__SITE STABILIZATION; WITH t f, -0 IN GEOTE I?PROVA\ lI C, IN CAL-4 C - RA1V, ,E CONS UC ON FENCING} TR AF SUBGRADE-GONQITIONS PRIOR _,_ 'ti \ - _.. __ r_T 4 TO PLACING ROCK.SS > ' EX. , f R MATERIALS MATE FLOW ARROW I. F TOCK PILE 3 I > �F (TYP.)AREA' CONTRACTOR TO INSTALL TREE r "AROUND �S I z INCING — EE DR'IPLINE. w.. lva eHEMLOCK = — — — -- - 10' U TI L. ESM' T• _,� — 5004 STORM DRAINAGE INLET PROTECTION NOTE: FILTER SOCKS TO BE ADDED IN CATCH BASINS LOCATED WITHIN THE R.O.W DOWNSTREAM FROM CONSTRUCTION SITE AND AS NEEDED PER E1.3. SILT FENCE NOTE: CONTRACTOR TO INSTALL SILT FENCING WHERE NECESSARY ALONG PERIMETER IF VEGETATIVE BUFFER DOES NOT PROVIDE ADEQUATE PROTECTION. TOPSOIL STOCKPILE NOTE: STOCKPILES ARE TO BE COVERED W/ PLASTIC SHEETING WITHIN 24 HOURS. Cep �01Iz[ewelellzaIaIi*a CUT = 130 C.Y. FILL = 320 C.Y. GRADING QUANTITIES ESTIMATED BASED ON CURRENT SITE INFORMATION & ASSUMED EXCAVATIONS NECESSARY FOR PROPOSED IMPROVEMENTS. TESC NOTE: INSTALL AND MAINTAIN ALL TESC MEASURES AC ORDING TO APPROVED PLANS AND CITY OF EDMONDS STANDARD DETAILS. CONTRACTOR IS RESPONSIBLE TO MAINTAIN, REV SE AND/OR ADJUST ESC MEASURES AS NEEDED THROUGHOUT CONSTRUCTION AND UNTIL PERMANENT STABILIZATION IS IMPLEMENTED. FINAL SEEDING/LANDSCAPING SHALL NOT OCCUR UNTIL SITE TOPSOIL HAS BEEN AMENEDED TO ENSURE COM LIANCE WITH CITY OF EDMONDS STND DET SD-642, SEE DETAIL, S T 3. CONSTRUCTION SEQUENCE NOTES: 1. SCHEDULE A PRE -CONSTRUCTION MEETING WITH CITY ENGINEERING DIVISION AT MYBUILDINGPERMIT.COM. TWO DAY (48 HR) NOTICE IS REQUIRED. 2. REVIEW TEMPORARY EROSION AND SEDIMENT CONTROL NOTES. 3. CALL FOR UTILITY LOCATES. 4. INSTALL TESC MEASURES, INCLUDING CLEARING LIMIT FENCING, SILT FENCING AND FENCING TO PROTECT PERMEABLE PAVEMENT, AND MAINTAIN DUST CONTROL WHILE PREVENTING DISTURBANCE OF ANY AREAS OF VEGETATION OUTSIDE THE CONSTRUCTION ZONE. 5. HAVE EROSION CONTROL MEASURES INSPECTED BY CITY OF EDMONDS CITY ENGINEERING INSPE CTOR. ALL TEMPORARY SEDIMENTATION AND EROSION CONTROL MEASURES MUST BE IN PLACE AND INSPECTED PRIOR TO ANY CONSTRUCTION OR SITE CLEARING. EROSION AND SEDIMENTATION CONTROL PRACTICES AND/OR DEVICES SHALL BE MAINTAINED UNTIL PERMANENT VEGETATION IS ESTABLISHED. 6. ROUGH GRADE SITE AS REQUIRED TO INSTALL DRAINAGE FEATURES. 7. CLEAR, GRUB & ROUGH GRADE SITE. REVEGETATE DISTURBED AREAS NOT SUBJECT TO ADDITIONAL SURFACE DISTURBANCE IMMEDIATELY AFTER ROUGH GRADING. (OTHER EXPOSED AREAS SHALL BE STABILIZED PER EROSION CONTROL NOTES BELOW) 8. INSTALL UTILITIESANDOTHER SITE IMPROVEMENTS, IN£LBING FRONTAGE `�A4 10. STABILIZE AND COMPOST AMEND ALL EXPOSED SOILS PRIOR TO REVEGETATION OF ENTIRE SITE. 11. AT TIME OF BUILDING PERMIT. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED UPON FINAL SITE STABILIZATION AND APPROVAL BY CITY INSPECTOR. FENCING TO PROTECT PERMEABLE PAVEMENT AREA SHALL REMAIN IN PLACE UNTIL BUILDING PERMIT PHASE OF PROJECT AND PAVEMENT SHALL NOT BE INSTALLED UNTIL SITE HAS BEEN STABILIZED AND HEAVY CONSTRUCTION EQUIPMENT IS NO LONGER NEEDED FOR THE PROJECT. LEGEND CLEARING LIMITS X SILT FENCE Q CATCH BASIN (CB) INLET PROTECTION co 0 Q 0 z w 0 U W_ W W F_ V) �1111111 H monsoon Q co rn O � N LOLO W W N W Z O Z 2 0 N 0LL 0 z �^ BLD2022-0279 V) 0 e ® W U) U_ ® O RESUB Know what's below. Jul 18 2022 U 40 Call two business CITY OF EDMONDS DEVELOPMENT SERVICES HORIZONTAL SCALE days before you dig. DEPARTMENT A`e C� QZ W. 0 Wz W W Z oz W rn U Z O1- H Q M W Z M O W H O U Z W � W O H zW 00 pz N O PROJ. NO. DSN. BY: APPROVED FOR CONSTRUCTION 19-0117-S 1 ims CITY OF EDMONDS DATE: 2/2/22 ENGINEERING DIVISION SCALE: DATE: APPROVED AS NOTED 1" ' 20' B Y: Jed,, ��ayy�,¢},Q 07/26/2022 DRAWING NO. 2 9 CITY ENGINEERING DIVISION OF ORIGINAL SUBDIVISION FILE #: PLN2019-0036 I:2 SECTION 13, TOWNSHIP 27N. RANGE 3E. W.M. QUARRY SPALLS 2-4" MIN DIA 12' MIN DEPTH 15' MIN PROVIDE FULL WIDTH OF INGRESS/EGRESS DETAIL NOTES: O 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 T REVISION DATE F STABILIZED CONSTRUCTION JANUARY 2018 CITY OF EDMONDS ENTRANCE PUBLIC WORKS STANDARD DEPARTMENT DETAIL Est 189� APPROVED BY: R. ENGLISH ER-90 UNDISTURBED NATIVE VEGETATION UNDISTURBED NATIVE SOIL UNDISTURBED PLANTS UNDISTURBED TURF (LAWN) (SEE NOTE 1) AREAS (SEE NOTE 1) 0 OPTION 1 - NO DISTURBANCE PLANTING BEDS TURF (LAWN) AREAS UNDISTURBED TURF/LAWN/LANDSCAPE UNDISTURBED NATIVE SOIL STEEP SLOPE NOTE: AMENDED SOILS SHOULD NOT BE INSTALLED ON FINISHED SLOPES EXCEEDING 33%. AREAS EXCE EDING 33% SHALL BE STABILIZED PER THE ENGINEER/GEOTECH OF RECORD 2" ORGANIC MULCH ,- i i I i F GRASS: SEED OR SOD �/� —ill il-!T1-III 11Ii I I III III. III I I H 1.1=III O — r% 41 I !fi=III 111 Ili=ii I I-111 III II! !—I_III II i 3" OF COMPOST =III=ill III—III—Il JII—III—III Ili= �nut ill_ ll —Ili —nl— ! 1-1I I-JLl=1�-1! H I I --I 1 I- III IIL�III—III—ill—III—II 1.75" OF COMPOST INCORPORATED INCORPORATED INTO 5" OF �—III-fJI III=III 111=1 =)II—III=1!I=11J=III—III 1=1.(I_! INTO 6.25" OF SITE SOIL TOTAL SITE SOIL (TOTAL AMENDED III=W=III=1Ir III Ilf-fl 1-III—III-111=III 111=!II AMENDED DEPTH OF 9.5", FOR A DEPTH OF 9.5", FOR A - Ir !II_!II II III II _ I 1-1I 1—i1=! i I 1 I I I I 1_1 I - II_III--II!=11/I11_!II-:II 11=1 I—i 1 i=1 I L—I15111 III SETTLED DEPTH OF 8") SETTLED DEPTH OF 8") =1II=W=!I1==III=Ili illll—III_WEIII=III-11 —I III—III-11.1=11 f=III—III=_III I I—III—III-111 III III I I SUBSOIL SCARIFIED 4" BELOW �,i>� y �jf�'' �/ ' SUBSOIL SCARIFIED 4" BELOW POST AMENDED LAYER \�/ C COMPOST AMENDED LAYER 12' SURFACE ( ) \ al =: 12" BELOW SOIL SURFACE ) 2" ORGANIC MULCH 6" IMPORTED TOPSOIL MIX (COMPACTED DEPTH) SUBSOIL IS SCARIFIED 6' BELOW IMPORTED TOPSOIL MIX OPTION 2 - AMEND IN PLACE OR STOCKPILE AND AMEND GENERAL NOTES: PLANTING BEDS TURF (LAWN) AREAS <y<r 1. AREAS OF NO DISTURBANCE SHALL BE FENCED AND EXISTING GRASS: SEED VEGETATION AND SOIL SHALL BE / � - 0 s � F OR SOD P T RO ECTED FROM CONSTRUCTION 1C ilr Ili=III 1f�Cl I L=1I�LJ i=(II (f(-III Ill (I_1�I IMPACTS. I I —I 11=l I I —I I I_I I I- III --III III—!il—III=111=111 III=1 II_i11 111_I11=III—III—I!i I—III=1 I I=1I I —I I i—i I i! i i-- _TI=III—III_I11-111 III —III LlII—III—III—III—III—II 2. TO MEASURE SETTLED DEPTH, 6" IMPORTED II=III=III=III=III_ III=III, L=III III=III-111=IIIIII-.. WATER SOIL SUFFICIENTLY TO TOPSOIL MIX FULLY SATURATE WITHOUT L ii III III III IF I II I I I II il—iIl I il� 1_1 COMPACTED CAUSING EROSION. 11 ill�ll III III III_ 1L II I - I 1=III III III III III I!I t - 611�!)�III DEPTH) _ !il III-11�.111 )I,J� IIlS 1,,11,�111 (II y\II 3. COMPOST SHALL MEET SPEC. llii \ 11 t i� REQUIREMENTS IN THE 2017 Ir al If - lit $I II:° EDMONDS STORMWATER SUBSOIL IS ADDENDUM (CHECKLIST 7). SCARIFIED 6" t BELOW 4. COMPACTION OF TOPSOIL WHERE i,, / . -:; , 12" f IMPORTED REQUIRED TO BE TO 85%(MAX)�. TOPSOIL MIX ) ( OF THE MAXIMUM DRY DENSITY OPTION 3 - IMPORT TOPSOIL PER MODIFIED PROCTOR TEST (ASTM D1557). 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 CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER EROSION CONTROL THROUGHOUT PROJECT. CITY INSPECTION REQUIRED ON SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION ALL EROSION CONTROL METHODS ACTIVITY. BEFORE OTHER WORK CAN BEGIN - REVISION DATE CITY OF EDMONDS FILTER FABRIC FENCE JANUARY 2018 FILTRATION SYSTEMS PUBLIC WORKS STANDARD DEPARTMENT D ETAI L st 1890 APPROVED BY: R. ENGLISH ER-900 Table, I Options r N"Iecting the Composit-Atnended Soils Requirement f€ ~ Turf and Planting Best Areas F CITY OF EDMONDS PUBLIC WORKS DEPARTMENT Option (Chow one) T (grass, or Inert) Arvas Planting Bed Arias 1 - Compost -Amend existing soils (� I. Ensure that there is of least fa inches (in) of existin ' soil 1n the ;. 1, Ensnare than there is at least in of existing sail in the disturbed area Fiou I for turf .ate disturlx d area (if not add topsoil) . (if not add topsoil). . Figure 2 for planting p , , F 2, Place l % to l ,t4 in of compost on tole of existin sail, "fall or 2 Place 3 in of corn ost on toga of existing soil, Till or otherwise mix d Inds) otherwiseoat the compost into the top 6 inches of existingsod such the compost into the top inches existing soil such that the depth that the depth right :alter mixing is about 9.5 in (mixing will entrain air right after mixing is about -S to (mixing grit € retrain air into the into the mixture and d make, at fluffy),t may � � tac,�.€.ss to lcloso � at mature make 1t ftuffy)a It may h€, necessary to lcloscta (scarify) (s w*) existing soil to facilitate this mixing. existing soil to facilitate this mixing. Water or roil fo v Ijtfa compact t0 the 5 inch eputpost-amended 3 Water or roll f €sit o �, c en - e soil layer to approximately 9 niche& sail layer to approximately 8 inches. f Rake to atraaoot 1al remove surface. woody dolat°;; and rocs larger smooth and remove surface rocks aart° than 2 inch in than l inch in dlanteter (if any), diameter (if any) 5. Mulch placating beds with 2 to 4 inches of organic mulch i.e,, For 100 s uaae feet of turf area. A l Vt to i 4� `requires � ranch lttt l catl�ac rist wood chips, laves ark - 3 , � (��, leaves, bark) l rtadaetade,d not ruutrd feet or - %, cubic yard of compost, I"or` lQ s aaar�t antsra al za: A 3 inch lift requires a cubic feet or -1 cubic yard of compost. 2 -ll' Ifx)r Tops€)il of post �f Place a inch 1121€ layer Cat c aye °a topsoillconipost mixture that contains d a „, 1 _ Place e a inch thank layer of a topsoillcc°atz post mixture that contains % to 5% orgimic mauer (ypically 2 -35% compost by volume - the, approximately lire: organic matter (typically 0% compost by balance shall late sated and or sandy loans soil), volume) - the balance shall be sa red>aand or sandy loam soil}, 2, Till or otlet tse mix into the to inches of existing soil. It may � F y �, '� 'ro �. Till or otherwise taat� into of the. top 2 rttch><,s of existing soil. It may be necessary to loosest (;scarify) existing soil to facilitate this mixing. necessary to loosen (sc<arify) existing soil to facilitate this mixing. ,I. place a second lift of 3 inches of the topsoillcomp€ast mixture on the 3. Place a€ sc cored lift of 3 inches Of the topsoillcompost mixture on the surface. surface. 4 Water or roll t0 s&hfil compact, 4, Rain to stnooth and remove surface rocs larger tftata 2 inch in 5. Iatl�e to smooth � � a renac� �. surface woody debris and rocks larger dianr (if any the l catch a t diameter sal, atty)a5i. Mulch planting beds with l to 2 niches of organic mulch (a.e.,. leaves, bait)- Recommended not required For l00 s uaare feet of turf area each 3 inch lift will require 25 cubic fcet (K- l cubic yard) ofthe to sorlfcompost tuix, This mix will have FOr L)�c luau of latata�a sp. the each 3 inch lift will rejuire � z approximately o () sf, compost by olunaa, (€l.;f cubic yards, � _ i cubic feet) 2 '- _� eclair, lei..t l cubic yard) Ol'.l . t y°at') t topsotlfrttpost trata This aatax will and 70 % topsoil by volume (0,7 cubic: yards.. -fp cultic feet). have approximately 40% compost by volume (0,4 cubic yards, -f l cultic feet) art€l l; to sr�11 l Olu' (d,% euftt€ �€�� lfutic fit). CATCH BASIN FILTER SOCK WITH OVER FLOW HOLES (TYP) :IM 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 DETAI L ER-902 M 0 Z o 0 a W U 0 0 W w w 0_ N N OR' � IN I EA 154 54 1 15 15 0 rn N LO LO 1- N N >W I j R W I- W N aV Z (Pe Z W2 EW z 03 Z LU 0 a V U Z Z Z 3 = 0 F- U) O 7 Q > >.. - z Z Q W M LL 0 fn o 0 F- W z BLD2022-0279 �n J V) z 0 U Q 0 Q LL OF- � r n w W I.I,. Z W 0 0 F" z N RESUB ° Know what's below. Jul 18 2022 U Call two business CITY OF EDMONDS days before you dig. DEVELOPMENT SERVICES DEPARTMENT PROJ. NO. DSN. BY: APPROVED FOR CONSTRUCTION 19-0117-S I ims CITY OF EDMONDS DATE: 2/2/22 ENGINEERING DIVISION SCALE: DATE: APPROVED A�S NOTED N.T.S. BY: ,1dJ we, Q/07/26/2022 DRAWING NO. CITY ENGINEERING DIVISION 3 OF 9 ORIGINAL SUBDIVISION FILE #: PLN2019-0036 E016— _41IIIIIIIIIIIIII a - m mmkk�_ IIIIIIIIIIIIIIII11k — I I SHORT PLAT . CB TYPE --f IE SS.B RIM 8$.7 f S S CP 0 S OR FILL S= EAS L E F R , 1 3 EI'oT , IE = ' 87.7 REC. 8108126" O1 3 1,420 & ... 3.Y,, t .. <. I p, , n\• I *NOTE: EASEMENT SHALL BE RECORDED PRIOR TO FINAL CERTIFICATE OF OCCUPANCY FOR THE SFR. SOIL AMENDMENT NOTES AMENDMENT WORK SHALL ONLY BEGIN ONCE THOSE AREAS TO BE AMENDED HAVE REACHED FINAL GRADE AND WILL CLEARLY NOT BE IMPACTED BY ANY OTHER SITE WORK. REFER TO STND DET. 642, SHT 3. AMENDED SOILS ARE NOT REQUIRED ON SLOPES EXCEEDING 33%. SUCH SLOPES SHALL BE STABILIZED PER DIRECTION OF ENGINEER OF RECORD. GRADING QUANTITIES CUT = 130 C.Y. FILL = 130 C.Y. GRADING QUANTITIES ESTIMATED BASED ON CURRENT SITE INFORMATION & ASSUMED EXCAVATIONS NECESSARY FOR PROPOSED IMPROVEMENTS. 5' ='TELEPHONE E4SEMENT iREC: 8304150234`. ; *PROPOSEb ADDITIONAL SEMENT TO CO : R NEW 15' VEGETATEFLOW PATH **NOTE: STORM TO BE INSTALLED WITH SHORT PLAT (P N2019-0036). PROPOSED SFR W/ OVERHANGS PROPOSED ONSITE PERMEABLE DRIVEWAYS/WALKS PROPOSED ASPHALT (NON -PERMEABLE ROW) TOTAL PROP.: TOTAL HARD SURFACE AREA AFTER FINAL CONSTI 3,324 SF + 1,038 SF 604 SF 4,966 SF CTION: 4,966 SF (SP LOT 2) 1\V JVI{� I1J 1\L{�V LLh . w. -�— SEE N P= UGE7� DR .. .�, £ 3 .. _.._ __ _... c SD I z O h a U W 0 W f- Q 1 0 7,' M• �....... , R. .... _.__-------- f M 1 g.......... .. ._...... ......... ..... D, �. _� w f t , r t . .r S . m _. _. .._..,..,. ... �.w..._.. - �_ - ..,.,...,,..,.. VEGETATE WITH LAWN/GRASS LANDSCAPING �P TYPICAL SWALE SECTION N.T.S. REFER TO SHEETS 5 & 6 9" AMENDED SOILS 10% ORGANIC CONTENT MIN. Q 0-5 00 d� o) 0 3:O�" LO L0 F- t dN WW +-� 4- R W o W N a= W z 0 a z Zz� W H 0 QC'iW N �/ U z M w O 0 o z BLD2022-0279 J U) 0 W 0 0 O W z 0 O z ® � N ES U B Know what's below. U rVEILOPMENT l 18 2022 40 Call two businessTY OFEDMONDS SERVICES HORIZONTAL SCALE days before you dig. DEPARTMENT PROJ. NO. DSN. BY: APPROVED FOR CONSTRUCTION 19-0117-s I JMs CITY OF EDMONDS DATE- 2/2/22 ENGINEERING DIVISION SCALE: DATE: A.ppROVED 42 NOTED 11' = 20' �¢,oL n 07/26/2022 DRAWING NO. 9 B Y: fLA/L' LV L CITY ENGINEERING DIVISION 4 OF ORIGINAL SUBDIVISION FILE #: PLN2019-0036 SOLOMON SFR I SECTION 13, TOWNSHIP 27N, RANGE 3E, W.M. F--yL —7 44 SEED OR SOD FOOTING DISPERSION AREA ELEV.=93.0 (SEE SECTION SHT. 4) SPLASH R BLOCK FOOTING _(TYP.) ELEV.=94.0± ROOF I COV'D OVERHANG I PORCH 100 ............................................................................ LL SEE SWALE SECTION SHT. 4 LL C — — — — — — — — — — 90 t . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . BUILDING r FOOTING EXISTING (TYP.) GROUND ROOF OVERHANG U1Z;t'LNZ:s1IJN ANLA (SEE SECTION SHT. 4) EGETATED-�FLOW PATHS ADJACENT TO THE HOUSE ISHALL BE FIELD LOCATED TO MAXIMIZE INFILTRATION AND REDUCE POTENTIAL FLOWS TO THE FOOTING DRAINS. . . . . . . . 100 . . . . . . . . . . . . VEGETATED FLOW PATHS AND DISPERSION AREAS SHALL BE SEEDED OR SODDED. FINISHED: GROUND I 0 � 00 0) 0 cy) 9+90 10+00 SECTION A -A 0- 0 10 20 HORIZONTAL SCALE Lm SPLASH BLOCK 11 ne 04 0 10 20 .A A A A — HORIZONTAL SCALE ..................................................................... DOWNSPOUT SPLASH BLOCK j/.�.............. .. .. ..... .. ............. x ELEV.=95.36 EXISTING GROUND ; ; FINISHED GROUND SECTION B-B z 0 Fy U) W 0 M Z 100 �Ooo 3:U06 O�Q W LL z 0 z Z Z U) 0 i- U) 0 r1yo i C'v- z < W cr) o F - W (ZD I U) Z 0 0 W 0) < BLD2022-0279 -r 0 LL 0 W Z LL oz0 x r'- RESUB 0 a c"I Know what's below. Jul 18 2022 0 Call two business CITY EDMONDS DEVELOPMOFENT SERVICES days before you dig. DEPARTMENT PROJ, NO, N.BY: APPROVED FOR CONSTRUCTION 19-01 17-S r ims CITY OF EDMONDS DATE: 2/2/22 ENGINEERING DIVISION SCALE: DATE: APPROVED AS NOTED ill = 10' BY: Jd] Wkaoou 07/26/2022 DRAWING NO. 5 9 CITY ENGINEERING DIVISION OF ORIGINAL SUBDIVISION FILE #: PLN2019-0036 ON om FR 0?0 SECTION 13, TOWNSHIP 27N, RANGE 3E N.M. Z 0 a 0) bN 0 i . W v / 1<1<1 a i ia..^....... ,f*r...,.. ...,,...., .w ........ r' % FLOW SPLASH /� �` , •a ' PATH , BLO'CkG, .r — '•lk., 77 o I VEGETATED FLOW PATHS ADJACENT TO THE HOUSE I SHALL BE FIELD LOCATED TO MAXIMIZE INFILTRATION I `} AND REDUCE POTENTIAL FLOWS TO THE FOOTING (110 I �j PROP. SFR =s I DRAINS. (2,539 SF—FOUNDATIO( I �< I (3,324 SF ROOF) ( r VEGETATED FLOW PATHS AND DISPERSION AREAS SHALL BE F— z SEEDED OR SODDED. 0 -U I- 100 . . ... ... ... ... ... ... ... ... ... ... . ... ... ... ... ... ... ....... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... . . V ) c) ® W LL woLn� a aO0� : W<0LO : 0 �:ILI) E— F- DOWNSPOUT W W N SPLASH • BLOCK : V .. ELEV.=96.08 � ........... �!/.:....................................... WW - / Ez Oz / W EXISTING / GROUND. / Z / FINISHED 0 / GROUND z = 0 / e o o h / Q M w / _ / z M / 0 W LL 0 H Z 0 W Q / - N BLD2022-0279 ---� � � / N 0 0 o I— _S W Z W 0 J 0 90 � RESUB > ° N Jul 18 2022 U W Know what's below. CITY OF EDMONDS 0 Call two business DEVELOPMENTSERVICESCES 93 0)DEPARTMENT days before you dig. PROJ. NO, DSN, BY: 0+00 0 APPROVED FOR CONSTRUCTION 19-0117-S JMS _ -- j��� A 20 CITY OF EDMONDS DATE: SECTION C-C 2�2/22 HORIZONTAL SCALE ENGINEERING DIVISION SCALE: DATE: APPROVED AS NOTED 1" = 10' BY: J4Wkage 07/26/2022 DRAWING NO. CITY ENGINEERING DIVISION v of 9 ORIGINAL SUBDIVISION FILE #: PLN2019-0036 E=&- " a M OIL- -411111111111 Ek, �� — -m -�� I { I ►E I I I \ I S CLEAN CUT ON ASPHALT EDGE REQUIRED PRIOR TC NEW } DRIVEWAY INSTALLATION„ PER STND DET TR-546 SE SHT 9 Z (DRIVEWAY APPROACH W TO BEANSTALLED > AT TIME OF OK"PLAT) ► Q REFER STAND, SS-200 NOTE: A MINIMUM OF 3' SEPARATION IS REQUIRED BETWEEN THE DRY UTILITIES (POWER, GAS, PHONE, CABLE, ETC.) AND SEWER, WATER AND STORM AND 5' FROM ANY CITY MAIN LINES. WATER SERVICE NOTE: WATER SERVICE TAP AND ROW RESTORATION TO BE COMPLETED WITH SHORT PLAT (PLN2019-0036.) 1 1 /2" WATER METER TO BE INSTALLED WITH THE NEW SFR. FINAL RESTORATION TO BE COMPLETED BY THE CONTRACTOR. 1 1/2" WATER SERVICE MATERIAL FROM METER TO HOUSE SHALL BE PVC SCH. 80 OR OTHER APPROVED MATERIAL CONTAINED IN PLUMBING CODE TABLE 605.3. SECTION 13, TOWNSHIP 27N. RANGE 3E, W.M. UTILITY INSTALLATION WITHIN THE ROW COMPLETED UNDER SHORT PLAT PLN2019-0036 W Q 0 a� OrnN LOLO W W W O W N V a= 0 z Wri Uj LY Z 0" Z LU Z 0 a U ZZ Z� COF-U) 0 �CW 05; co W Z 0 LL 0 p z zW¢ BLD2022-0279 —� " ) 0 U -- 0 o 0 t=- e (f� LL 0 — z ® 0 I- RESUB ° N Know what's below. Jul 18 2022 U 0 20 40 Call two business CITY OFEDMONDS DEVELOPMENT SERVICES HORIZONTAL SCALE days before you dig. DEPARTMENT PROJ. NO. DSN. BY: APPROVED FOR CONSTRUCTION 19-0117-S 1 JMs CITY OF EDMONDS DATE: 2/2/22 ENGINEERING DIVISION SCALE: DATE: APPROVED AS NOTED 1" = 20' MY tV40," .,�f,� 07/26/2022 DRAWING NO. BY: 7 9 CITY ENGINEERING DIVISION OF ORIGINAL SUBDIVISION FILE #: PLN2019-0036 m SECTION 13, TOWNSHIP 27N, RANGE 3E, W.M. 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 INTERNATIONAL BUILDING CODE (IBC) - CURRENT WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION - WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN (CURRENT EDITION) 2.) STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS REFER TO CITY OF EDMONDS STANDARD DETAILS, 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 ASBUILT CONDITIONS ON ONE SET OF REPRODUCIBLE DRAWINGS FOR SUBMITTAL TO THE OWNER PRIOR PROJECT COMPLETION AND ACCEPTANCE. SET OF AS -BUILT DRAWINGS SHALL BE SUBMITTED TO THE CITY OF EDMONDS PRIOR TO FINAL APPROVAL OF THE BUILDING OCCUPANCY/FINAL ROJECT 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 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 TC 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, PERIMET R FOUNDATION DRAINS, CATCH BASINS AND OTHER EXTERNAL DRAINS SHALL B CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS NOTED OTHERWISE. 20.) CONTRACTOR SHALL OBTAINS 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 FA ED TO 425-744-6057 OR EMAILED TO JEFF.KOBLYKOEDMONDSWA.G V. BACKFLOW TESTING SHALL BE COMPLETED BY THE OWNER ANNUALLY THEREAFTER. 22.) AS A MINIMUM REQUIREMEN , ALL DISTURBED AREAS ON AND OFF SITE SHALL BE RETURNED TO THE EQUIVAL NT 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 ONSITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. SEE EROSION CONTROL PLANS FOR SPECIFIC GRADING AND EROSION CONTROL REQUIREMENTS. 24.) THE CONTRACTOR SHALL K EP OFF -SITE STREETS CLEAN AT ALL TIMES BY SWEEPING. WASHING OF THElSE 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 ECESSARY 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 WAT R 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 vlARSHAL. 30.) COORDINATE AND ARRANGE FOR ALL UTILITY CONNECTIONS, UTILITY RELOCATIONS AND/OR SERVICE INTERRUPTIONS WITH THE AFFECTED OWNERS AND APPROPRIATE UTILITY COMPANIES. CONNECTIONS TO 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 T CONTRACTOR'S EXPENSE AND INSPECTED AND ACCEPTED BY CITY OF EDM NDS 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 UTILIT ES 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 A EXISTING OR NEW UTILITY BY 6" OR LESS, PLACE POLYETHYLENE PLASTIC 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. SEE LANDSCAPE DRAWINGS (WHERE APPLICABLE) FOR SITE IRRIGATION SYSTEM. 39.) PIPE MATERIAL AND SIGNAG SUBMITTALS SHALL BE PROVIDED TO CITY ENGINEERING DIVISION FOR PPROVAL PRIOR TO INSTALLATION. • Know what's below. Call two business days before you dig. Z 0 0) W 0 4��v- rn 0O � N W W R o W > I- W N t� (PCs WZ W Ez Uj Z 0 f- 0'. Z Z'' 0 W Q 0 �H/-'�- VJ 0 0 U) Uj L- 0 RESUB Jul 18 2022 U BLD2022-0279 CITY OF EDMONDS EVE DOPMENT EPARTMENRVICES a U Z H W M¢ W Z c) 0 W H O U Z W < LL O H Z W 00 � N PROD. NO. DSN. BY: APPROVED FOR CONSTRUCTION 19-0117-S I JMs _ CITY OF EDMONDS DATE: 2/2/22 ENGINEERING DIVISION APPROVED AS NOTED SCALE: DATE: N.T.S. MY vy40,"..tv}.e 07/26/2022 DRAWING NO. BY: vv CITY ENGINEERING DIVISION 8 OF 9 ORIGINAL SUBDIVISION FILE #: PLN2019-0036 PROPERTY LINE/EASEMENT DISPERSION TRENCH 10' X 2% LEVEL, SEE 1 LO 12" X 12" (MIN) GUTTER (TYP) VEGETATED FLOW AREA (YARD) DRAIN PATH, (TYP) 5700 SQUARE FEET 10' (MIN), NO OVERLAP i OF FLOWPATH ROOF SEGMENTS I ' II �- >70b� SQUARE FEET x � a � DISPERSION TRENCH WITH TYPE 1 OR 1-L NOTCHED GRADE BOARD z CATCH BASIN PER STD DETAIL SD-632 W/SOLID COVER PER - STD DETAIL SD-303 R SD-304 - PROPERTY LINE/EASEMENT PLAN VEGETATED NTS GENERAL NOTES: FLOW PATH, SEE NOTE 1 1. REFER TO THE 2017 CITY OF EDMONDS STORMWATER ADDENDUM FOR SETBACK AND 15% MAX INFEASIBILITY REQUIREMENTS. M6" (MIN) .-24" (MIN) L- P NOTES: 1. A VEGETATED FLOW PATH MUST BE PROVIDED z i 4" (MIN) PERFORATED IN ACCORDANCE THE 2017 CITY OF EDMONDS Q�QOO PVC UNDERDRAIN STORMWATER ADDENDUM REQUIREMENTS. �: PIPE PER WSDOT ' °SPEC. 9-05.2(6), 2. GEOTEXTILE SHALL CONFORM TO WSDOT SPEC. O�O� O� \ LAID LEVEL 9-33.2(1) GEOTEXTILE FOR SEPARATION, NON -WOVEN TYPE. WASHED DRAIN ROCK, 3. WASHED DRAIN ROCK SHALL CONFORM TO GEOTEXTILE, SEE NOTE 2 SEE NOTE 3 WSDOT SPEC. 9-03.12(5), GRAVEL BACKFILL FOR DRYWELLS. UNDISTURBED NATIVE SOIL *FOR CONTRIBUTING ROOF AREAS LESS THAN OR EQUAL TO 700 SQUARE FEET DISPERSION TRENCH_ _ [1 NTS REVISION DATE CITY OF EDMONDS TYPICAL DOWNSPOUT DECEMBER 2017 " DISPERSION PUBLIC WORKS STANDARD DEPARTMENT DETAIL 18(3 APPROVED BY: R. ENGLISH S D - 631 SUPPORT POSTS �. U NOTCHED GRADE BOARD, 2"x2" NOTCHES, 18" O.C. END CAP OR PLUG CLEANOUT (TYP) PERFORATED PVC UNDERDRAIN PIPE FLOW TO OTHER _ DISPERSION TRENCH(ES) _ IF NECESSARY - TYPE 1 OR 1-L CATCH TYPE 1 OR BASIN W/SOLID COVER 1-L CATCH PER STD DETAIL BASIN W/SOLID SD-303 OR SD-304 COVER PER STD DETAIL -^ SD-303 OR SD-304 b O O� 00.0 PIPE FROM ROOF DOWNSPOUT 5�1/h C7� 1Q' AAIAI\ ( El_.12=T 20 PLAN NTS yI f --2„ (TYP) 2" GRADE BOARD `- GENERAL NOTES: t8„ NOTCHES (TYP) D C -I NOTCH DETAIL 1. REFER TO THE 2017 CITY OF EDMONDS STORMWATER ADDENDUM FOR SETBACK AND INFEASIBILITY REQUIREMENTS. 2%12" PRESSURE TREATED GRADE BOARD VEGETATED FLOW NOTEH, *15% MAX FOR FLOW CONTROL/WATERSEE NOTES: QUALITY TREATMENT IN RURAL AREAS. 20% MAX** 1. A VEGETATED FLOW PATH MUST BE PROVIDED IN THE 17 CITY OF DMONDS STORMWATERCE ADDENDUM REQUIREMENTS. GALVANIZED BOLT TYP ( 2. GEOTEXTILE SHALL CONFORM TO WSDOT SPEC. �,- 9-33.2(1), GEOTEXTILE FOR SEPARATION, NON -WOVEN TYPE. 3. WASHED DRAIN ROCK SHALL CONFORM TO (° ` WASHED DRAIN WSDOT SPEC. 9-03.12(5), GRAVEL BACKFILL ROCK, SEE NOTE 3 FOR DRYWELLS. (M i 4" (MIN) PERFORATED PVC UNDERDRAIN PIPE 6" (MIN) PER WSDOT SPEC. <l 9-05.2(6), LAID LEVEL GEOTEXTILE, SEE NOTE 2 4"x4" PRESSURE UNDISTURBED TREATED SUPPORT POST NATIVE SOIL SECTION A NTS - REVISION DATE r TYPICAL DISPERSION DECEMBER 2017 ` CITY OF EDMONDS TRENCH WITH NOTCHED PUBLIC WORKS GRADE BOARD STANDARD DEPARTMENT DETAIL Fs t . 18 9�3 APPROVED BY: R. ENGLISH S D - 6 3 2 mmmmm SOLOMON FR SECTION 13, TOWNSHIP 27N. RANGE 3E, W.M. POUT SLOPE CLEANOUT (TYP) PER STANDARD DETAIL SD-619, SEE NOTE 1 10' (MIN) LEVEL TRENCH WITH - -� PERFORATED PVC UNDERDRAIN PIPE OBSERVATION PIPE I MARKING CENTER _ p OF DRY WELL I �10' (MIN 5' (MIN)_- _ GUTTER TO STORM n i DRAINAGE SYSTEM 10 (MIN) 5' (MIN). TO STORM DRAINAGE SYSTEM SLOPE , DOWNSPOUT AND CLEANOUT ­M A. 10' MIN LEVEL N THE C 1'(MIN) COVER COMPACTED BACKFILL 6" (MIN 4" (MIN) PVC UNDERDRAIN PIPE PER WSDOT SPEC. 9-05.1(6), LAID LEVEL GEOTEXTILE, SEE NOTE 2- 1' (MIN) ABOVE SEASONAL HIGH GROUNDWATER TABLE OR HYDRAULICALLY RESTRICTIVE LAYER H WITH ( ) PERFORATED PVC UNDERDRAIN PIPE PLAN NTS OBSERVATION PORT (PLASTIC BOX TEST PLUG MARKED "DRAIN") SLOPE '0 =i OBSERVATION WELL, ` t �C1n(1 %1 : 00 ;:,\ SEE NOTE 4 0A` CV - \- WASHED DRAIN ROCK, SECTION A SEE NOTE 3 NTS - GENERAL NOTES: 1. REFER TO THE 2017 CITY OF EDMONDS STORMWATER ADDENDUM FOR SETBACK (CHECKLIST 15) AND INFEASIBILITY REQUIREMENTS. 2. TRENCH LENGTH TO BE 10 FEET IN L NGTH FOR EVERY 5,000 SQUARE FEET OF CONTRIBUTING ROOF AREA. NOTES: 1. CLEANOUTS RECOMMENDED AT PIPE BENDS AND ONE END OF THE PERFORATED PIPE SECTION. 2. GEOTEXTILE SHALL CONFORM TO WSDCT SPEC. 9-33.2(1), GEOTEXTILE FOR SEPARATION, NON -WOVEN TYPE. 3. WASHED DRAIN ROCK SHALL CONFORM TO WSDOT SPEC. 9-03.12(5), GRAVEL BACKFILL FOR DRYWELLS. 4. OBSERVATION WELL SHALL CONFORM TD WSDOT SPEC. 9-05.2(6), PERFORATED PVC UNDERDRAIN PIPE. f- w TYPICAL PERFORATED REVISION DATE APRIL 2021 CITY OF ED ONDS STUB -OUT CONNECTION PUBLIC WORKS STANDARD DEPARTMENT DETAIL FS t 1849© APPROVED BY: R. ENGLISH S D- 6 3 9 ►g O R6, J Sp � �4 RADIUS 0SAWCUT EDGE EXISTING ASPHALT -\ STREET VARIES O RX�q �qY �/AFR/q< R 0 eY crygSN 0o > a a \`2" HMA 22 2"-5/8" MINUS CSTC COMPACTED SUBGRADE O3 SECTION A -A NOTES: 0 SAWCUT AND USE TACK COAT BETWEEN ROAD TO DRIVEWAY APPROACH JOINT. SEAL JOINT WITH AR4000 SEALER. O DRIVEWAY APPROACH TO BE 2" HMA CLASS 1/2" PG 58H-22. O SUBGRADE SHALL BE COMPACTED TO 5% MAXIMUM DENSITY. O 10' EDGE RADIUS. O HMA SHALL BE PLACED FROM EDGE 0 EXISTING STREET, A MINIMUM DISTANCE OF 20-FT OR TO PROPERTY LINE, WHICHEVER IS GREATER. DRIVEWAY APPROACH REVISION UNE 2021E CITY OF ED ON_DS TYPE VI PUBLIC WORKS STANDARD DEPARTMENT DETAIL Fs t 18 9 APPROVED BY: R. ENGLISH T R- 5 4 6 4" (MIN) ppp 000 6" (MIN) C O C 6" (MIN) 1' (MIN) ABOVE SEASONAL -� HIGH GROUNDWATER TABLE OR HYDRAULICALLY RESTRICTIVE LAYER PERVIOUS CONCRETE, SEE NOTE 1 PERMEABLE BALLAST, SEE NOTES 2 & 3 RUNOFF TREATMENT LAYER (IF REQUIRED PER EDMONDS STORMWATER CODE), SEE NOTE 4 �_RADEI SEE NOTE 5 GENERAL NOTES: 1. REFER TO THE 2017 CITY OF EDMONDS STORMWATER ADDENDUM FOR SETBACK (CHECKLIST 11) AND INFEASIBILITY REQUIREMENTS. 2. THE MINIMUM THICKNESS SHOWN ABOVE MAY NOT BE SUFFICIENT FOR ALL APPLICATIONS. A PROJECT SPECIFIC PAVEMENT DESIGN SHALL BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON IN CIVIL ENGINEERING TO: 2.1. SUPPORT THE ANTICIPATED LOADING (E.G. PAVEMENT DESIGN LIFE, INITIAL AND TERMINAL SERVICEABILITY, RELIABILITY, ETC.) AND 2.2. TO SATISFY THE HYDROLOGIC REQUIREMENTS OF THE CITY OF EDMONDS STORMWATER CODE (I.E., CODE MAY WARRANT A THICKER PAVEMENT SECTION THAN THE MINIMUM STRUCTURAL SECTION REQUIRED). 3. FOR SUBGRADE SLOPES 3% OR GREATER, SUBSURFACE CHECK DAMS OR OTHER METHODS TO PROMOTE SUBSURFACE PONDING ARE REQUIRED. 4. GEOTEXTILE SHALL NOT BE USED IN PAVEMENT SECTION UNLESS REQUIRED BY GEOTECHNICAL ENGINEER. IF REQUIRED, GEOTEXTILE SHALL CONFORM TO WSDOT 9.33.2(1) GEOTEXTILE FOR SEPARATION, WOVEN TYPE. 5. REFER TO WSDOT LOCAL AGENCY GSPs DIVISIONS 2-9 FOR APWA GSPs. NOTES: 1. PERVIOUS CONCRETE SHALL CONFORM TO REQUIREMENTS OF APWA GSP 5-06SA. SURFACE SLOPE SHALL BE BETWEEN 0.5% AND 10%, 2. PERMEABLE BALLAST SHALL CONFORM TO THE REQUIREMENTS OF APWA GSP 4-04.2(9-03.9(2)).OPT1. 3. PAVEMENT BASE SHALL BE INSTALLED PER APWA GSP 4-04.3(5) SHAPING AND COMPACTION. 4. RUNOFF TREATMENT LAYER SHALL MEET THE REQUIREMENTS OF 2017 CITY OF EDMONDS STORMWATER ADDENDUM. 5. PREPARE AND PROTECT SUBGRADE PER APWA GSP 2-06.3(3) SUBGRADE FOR PERMEABLE PAVEMENTS. - REVISION DATE CITY OF EDMONDS TYPICAL PERVIOUS DECEMBER 2017 CONCRETE PAVEMENT PUBLIC WORKS STANDARD DEPARTMENT DETAIL Fgt . 1813P APPROVED BY: R. ENGLISH SD-622 ROOF DOWNSPOUT, SEE NOTE 1 DOWNSPOUT EXTENSION 24" WIDE x 36" LONG x 6" THICK ROCK PAD OR SPLASHBLOCK, SEE NOTES 2 AND 3 VEGETATED FLOW PATH,_ SEE NOTE 4 j/ ter\ GENERAL NOTES: 1. REFER TO THE 2017 CITY OF EDMONDS STORMWATER ADDENDUM FOR SETBACK AND INFEASIBILITY REQUIREMENTS. NOTES: 1. MAXIMUM OF 700 SQUARE FEET OF ROOF AREA MAY DRAIN TO EACH SPLASHBLOCK. 2. SPLASHBLOCK MAY BE CONCRETE, PLASTIC, OR SIMILAR RIGID MATERIAL. 3. ROCK PAD SHALL CONSIST OF 4" STREAMBED COBBLES PER WSDOT SPEC. 9-03.11(2) OR WASHED DRAIN ROCK CONFORMING TO WSDOT SPEC. 9-03.12(5), GRAVEL BACKFILL FOR DRYWELLS. 4. A VEGETATED FLOW PATH MUST BE PROVIDED IN ACCORDANCE THE 2017 CITY OF EDMONDS STORMWATER ADDENDUM REQUIREMENTS. REVISION DATE CITY OF EDMONDS TYPICAL DOWNSPOUT DECEMBER 2017 DISPERSION SPLASHBLOCK PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH S D- 6 3 3 w z J RESIDENCE 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"t t- FINISHED GRADE ...- z w a p 12" LOCKING COVER a SEE NOTE 3 w o END OF PIPER GRIPPER PLUG EQUAL) (CHERNE 27061 OR APPROVED ze a o TIGHT CAP" 45' LEVELING COLLAR SEE NOTE 4 KR 12" PVC SLEEVE 6" RISER 4" OR 6"SIDE SEWER 6" WYE AND 6" CITY STUB GENERAL CLEANOUT ETAIL 45' BEND 4" OR 6" _ -•- 12" LOCKING COVER SIDE SEWERCLEANOUT DETAIL 3 F SEE NOTE 3 z AT PROPERTY LINE/CITY, EASEMENT W cr LEVELING COLLAR NOTES' j a- w SEE NOTE 4 a a v ASPHALT SURFACE 1. SEWER PIPE SHALL BE SDR-35 AND JOINTS SHALL BE GASKETED. 12"t 2. PIPE SLOPE TO BE 2% MIN AND UP TO 50% MAX. 3. SEWER CLEANOUT COVER TO BE EAST JORDAN IRON WORKS 1 FOOT LONG 12" PVC PRODUCT #00366102 STAR PIPE COSP48L OR APPROVED SLEEVE EQUAL. 6" RISER END OF PIPE GRIPPER 4. LEVELING COLLAR SHALL BE CONSTRUCTED AS FOLLOWS: PLUG (CHERNE 270261 OR APPROVED EQUAL) • IN ROADWAYS PER COE STD DWG GU-424 TYPICAL CLEANOUT • IN SIDEWALK/LANDSCAPED AREAS, EITHER 24"x24"x6" DEEP CONCRETE COLLAR OR 24" DIAMETER x 6" DEEP UNDER ASPHALT OR CONCRETE CONCRETE COLLAR REVISION DATE CITY OF EDMONDS SEWER CLEANOUT DETAILS JANUARY 2018 PUBLIC WORKS STANDARD DEPARTMENT DETAIL FS t 1g9� APPROVED BY: R. ENGLISH SS-200 • Know what's below. Call two business days before you dig. BLD2022-0279 APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION DATE: APPROVED AS NOTED R. z 0 U W t7 ••'•:; • mil" �C• " TO • P� Q�'ta- C� 0 Off" LO LO WW •-� v- W W (1I I v (S Wre EW z O V LU Z O = (9 w CC G z zZ� W F- U) 0 <MW Z M OLL ® F- W v/ Z 0 U z Q 0 LL ° ♦ /� v1 W LL Z O F- � 0 z RESUB I-- ° N Jul 18 2022 U CITY OF EDMONDS EVELOPMENT SERVICES DEPARTMENT PROJ. NO. DSN. B 19-0117-S JMS DATE: 2/2/22 SCALE: N.T.S. JN1 V &4 07/26/2022 DRAWING NO. BY: A CITY ENGINEERING DIVISION OF 9 v ORIGINAL SUBDIVISION FILE #: PLN2019-0036