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ENG REVISED PROJECT ASBUILT-LF: ; LEX.` 40 ROV� _ PROP. ASPHALT I (617 SF) E TO BE INSTALLED = .I AT TIME OFF SHORT PLAT) W I > 3 = I Sol OMON SFR SECTION 13, TOWNSHIP 27N. RANGE 3E,, W.M. 00608300000203 EX. SFR PROP. PERMEABLE--- -- ..... -.. - CONC. (1,038 SF) 30' I INGRESS & EGRESS,_+ ESM'T AF#2096919 PRIVATE DRAINAGE ESM'T AFN: 202108315004 ' 130' 61' s . l 56' I 8.8' I PROP. SFR 23.0' (2,539 SF —FOUNDATION) I (3,324 SF - ROOF) IOOOVRHAOVERHANG Al��3PARCEL IZONIRS-12 I 13,"&5 SF I I l ------ ��—._—N _ —PRIVATE_DRAINAGE 150' EASEMENT AFN. 202108315004 — - wt �W S SLOPE FOR CUTS OR F7LLS EASEMENT y REC, 8108120201 5'TELEPHONE EASEMENT 21 3; 4B$ - =ry REC. 8304150234 *PROPOSED ADDITIONAL 53 --TSEMENT TO COVER NEW 15' VEGETATED FLOW PATH o r �e - _...... LEGEND EXISTING DESCRIPTION PROPOSED — — — — — BLDG SETBACK LINE (BSBL) - — — © CATCH BASIN (Ty-1) T) CATCH BASIN (Ty-2) CASE MONUMENT 9 �— DRAINAGE DITCH/SCALE y -- DRAINAGE FLOW PATTERNS — — — EASEMENTS (ESM'T) - - - - - - - - - - ru EDGE PAVEMENT (EOA) £OA FIRE HYDRANT (FH) t -- — — — LOT LINE I� MAILBOXES (MB, CBU) PROPERTY LINE (P/L) — - - RIGHT OF WAY (R/W) - ROAD CENTER (CTR) LINE SANITARY SEWER MANHOLE Q YARD BASIN (YD) - -- ----- SANITARY SEWER LINE - ti_.:......._ STORM SEWER LINE SEWER STUBOUT A STORM STUBOUT - - - - - - UTILITY POLE (PP, UP) ° BLOW -OFF (BO) a --mWM WATER SERVICE (WS) �— DJ WATER VALVE (WV) N AS —BUILT NOTE: AS -BUILT INFORMATION SHOWN PROVIDED BY FIELD MEASUREMENTS BY CONTRACTOR AND OBSERVATIONS BY OMEGA ENGINEERING, INC. 9f0119:111. 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. 00608300000501 ' EXISTING PARCEL 1 CONDOMINIUM ZONING — ON THREE—STORY 33,507.7 SF 15 UNITS I f ZONING BOUNDARY LINE & PROPOSED LOT LINEI. I L. �, a- E 1 iX j t 10' UTIL. ESM'T— AFN:202108315004 PUGET DR. VV i M� SP LOT AREA SUMMARIES: LOT 1 LOT 2 GROSS AREA: 35,969 SQ. FT. GROSS AREA: 16,769 SO, 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. 11 ne 0 20 40 HORIZONTAL SCALE �111111� VICINITY MAP SCALE: 1" = 2,000' 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 Z a VERTICAL CONTROL: W SITE BENCHMARK 0 NAIL AS SHOWN ELEVATION 45.8 NAVD88 0 HORIZONTAL CONTROL: 0� ASSUMED O CIVIL ENGINEER W CONTACT OMEGA ENGINEERING INC W 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 LYNNWOOD, WA 98036 JOSEPH SMEBY, PE 2707 WETMORE AVE. EVERETT, WA 98201 425.903.4852 SURVEYOR ACREAGE LAND SURVEYING JOUNI PAAVDLA, PLS 24225 107TH PI W EDMONDS, WA 98020 206.326.9912 SITE DATA SITE ADDRESS: 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 DRAWING INDEX 1) COVER. 2) SWPPP (NOT A-B) 3) SWPPP DETAILS (NOT A-B) 4) GRADING & DRAINAGE PLAN 5) FLOW PATH SECTION A -A & B-B (NOT A-B) 6) FLOW PATH SECTION C-C (NOT A-B) 7) UTILITY PLAN 8) STANDARD NOTES (NOT A-B) 9) STANDARD DETAILS (NOT A-B) APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: W W 2 ct 0 �N corn ¢(�— O CID a) m N LO L0 cq W W �• v- Er Lu W N Z 0 CL Z 0 T aC'w 0 M LL z m 0 LL z W Q J � 0 W (1) Q 0 w0� LL Z V , LL 0 O Z r- N U PROJi NO. I DSN. BY: 19-0117-S JMS DATE: f 2/2/ 22 SCALE: 1"=20' DRAWiNG NO. BY: CITY ENGINEERING DIVISION 1 OF 9 ORIGINAL SUBDIVISION FILE #: PLN2019-0036 OLOMON SFR m SECTION 13, TOWNSHIP 27N, RANGE 3E, W.M. � n I CB INLET PROTECTION (TYP.) 1.1 PER STD. DET. I'Illy r ' EX.ER-902, SEE 30' t 40'= SHT. 3 INGRESS &/EGRE,,SS, I ROyG J 1{ ESM'T r V, 1 A 09019 {� CONTRACTOR TO INSTALL/ ' STABILIZED CONST. 1 ' t(MIT&'OF CLEARING ARK r ENT. PER STD.,DET. �` r � � M t SEE 9 HT. AS NEEDED; r ` /OR/�NGE BARRIER FENCING f' Ir% $ ) i I W E CONTFtAC�0 � ✓ / ' r i / it �.` /' H - > 9 Q� — i CONSTRCl1ON'`FENC1AlG-AR ,- Q FUTURE RVIOITS ~PAVEMENT- AREA & r ,' X3 �EE r r f z PERFORATED STUBOtft TO PROTECT FROM C04STRUCTIOTRAFFIC.r / AREA X f ., STAGING i � + DURING %— -_-- _ ?- � r`F i- -' CONSTRUCTtbIj11rj r` CONTRACTOR TO PROTECT LEVEL`S rJ SPREADER AND 25' VEGETATED FLOW PATH WITH ORANGE CONSTRUCTION - - - x FENCING AFTER LEVEL SPREADER ' — ' - HAS BEEN INSTALLED , SOIL AMENDED 1 i� AND SEEDED IN VEGETATED FLON% 14-"tip CLU i PATH AREA f I 1 TdPS01L STOCK LE - PI 'AREA E INOTE I 3 r- I t I I; % X l? I I I E — — FLOW MA RIMS ro r E ARROW k ATOC REA PILE 3 (TYP.) , k? #. CONTRACTOR TO If I Ir II INSTALL TREE FEE AROUND,; — G y A `; n _ �£ TREE DRiPUNE. — r; — j— �; — I _LB"IEMLOCKI 10' UTIL. ESM'T t — — — 'AFN: 202108315004 ,n _ I SILT FENCE — — — — — — — — — — P ER S . DET. - - - �- SEE NOT 1(TYP.)pt- 9t. z 8'SLE FOR OR FlLLSrEASEMtilIT REC: 810812 201 5'itELE ONE F,A`SEMENT u t J \ y & , 72 - __. - ' -.-. u. fC•P8304150234. 1i'jQR. t \ S - - s r �, � OILIGE -� ! -_ - - -- - `CONTRACTOR' T� PROTECT ` _ ;-- ov, r i ...".....,,--_. O t _ "j_ s' _._.....__E �` _ DISPERSION TRENCH AFTER o v 1 __"_ _ _---_... CONTRACTOR TO EXCAVATE INSTALLATION AND PRIOR r?- PERFORATED /STUBOUT -TRENCH AND SITE STABILIZATION, WITH ,; � > CD ; OBTAcIN GEOTEONJNICAL, A PROVAL\,. _ MANPE CONSTRUCTION FENCING), � 4F SUBGRADE-CON ITIONS PRIOR _ _._ I , ; r_ _ - - 1_ TO PLACING ROCK. - ' s.a -fi ---i s� -r } is 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. GRADING QUANTITIES: 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 ACCORDING TO APPROVED PLANS AND CITY OF EDMONDS STANDARD DETAILS. CONTRACTOR IS RESPONSIBLE TO MAINTAIN, REVISE 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 COMPLIANCE WITH CITY OF EDMONDS STND DET SD-642, SEE DETAIL, SHT 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 INSPECTOR. 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 UTILITIES AND OTHER SITE IMPROVEMENTS, INCLUDING FRONTAGE IMPROVEMENTS. 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 O CATCH BASIN (CB) INLET PROTECTION CONSTRUCTION ENTRANCE 71 I"" 40 HORIZONTAL SCALE • Know what's below. Call two business days before you dig. APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: z 0 a U U) W 0 El r a a �Nccom Q >CO 0>rnN to ui I ~ CN Nv W W r- W f? W N Oz W z 0 0 a Z Z�0U) < w 70 ry O UJ O 470 W 0 Z JWz�a 0 � v 'J O 0 W LL 0 0 I=- 0 Z 0 I�- PI` 0 N 0 PROJ. NO. DSN. BY: 19-0117-S JMS DATE: 212/22 SCALE: ill =20' BY: DRAWING NO Q CITY ENGINEERING DIVISION 2 GR v ORIGINAL SUBDIVISION FILE #: PLN2019-003 OLOMON SFIR SECTION 13, TOWNSHIP 27N, RANGE 3E, W.M. LLS A TH N )E FULL WIDTH TRESS/EGRESS DETAIL NOTES: O THE MINIMUM LENGTH SHALL BE EXTENDED AS NECESSARY TO ENSURE MATERIAL IS NOT TRACKED OFF SITE ND/OR INTO THE PUBLIC RIGHT-OF-WAY. O2 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 ND/OR ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL QUARRY SPALLS AS CONDITIONS DEMAND AND REPAIR ND/OR CLENOUT 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 N 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. PUBLIC WORKS DEPARTMENT UNDISTURBED NATIVE VEGETATION UNDISTURBED NATIVE SOIL 2" ORGANIC MULCH CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN REVISION DATE STABILIZED CONSTRUCTION JANUARY 2018 ENTRANCE :ETR NDARD DETAIL APPROVED BY: R. ENGLISH —901 UNDISTURBED PLANTS UNDISTURBED TURF (LAWN) (SEE NOTE 1) AREAS (SEE NOTE 1) 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 EXCEEDING 33% SHALL BE STABILIZED PER THE ENGINEER/GEOTECH OF RECORD, 3RASS: SEED OR SOD 3" OF COMPOST INCORPORATED INTO 5" OF ����-�'�-II�J-'IGiI FBI-IIL=III lull �IfEI FII-I I�FI III I Ib1-111H1U=-1F�fl�ll I. INII�-rI-II=IIC IFI 1.75" OF COMPOST INCORPORATED SITE SOIL (TOTAL AMENDED I_�iII-III=IITEI-;111=11 I -Ell ,%11=FII�HI INTO 6.25" OF SITE SOIL (TOTAL DEPTH OF 9.5", FOR A - l ;I -II -II! -III II In I-fl !IF='IR II IFEiH II lPI�L,J L�1�IF.�II =III LLFll7 IIL= AMENDED DEPTH OF 9.5", FOR A SETTLED DEPTH OF 8" ) SETTLED DEPTH OF 8 -IIL=[[LIIII�II Inn IInIE=1If=11 IEH ��II-IINI SUBSOIL SCARIFIED 4" BELOW JII�I)=!!I��yyn lll lu % `Ff� II--IC-III IIL�I'�I IE�rl�nl I ✓A �e �O �"� SUBSOIL COMPOST AMENDED LAYER �� -z ��I l` r° ✓�''✓ SCARIFIED 4" BELOW COMPOST AMENDED (12" BELOW SOIL SURFACE) >I ".��*�. ��._� �.:� ��, UC /' LAYER (12" BELOW SOIL SURFACE) OPTION 2 - AMEND IN PLACE OR STOCKPILE AND AMEND GENERAL NOTES: PLANTING BEDS TURF (LAWN) AREAS 1. AREAS OF NO DISTURBANCE 2" ORGANIC„� MULCH ✓ / / / p)� '` GRASS: SEED SHALL BE FENCED AND EXISTING VEGETATION AND SOIL SHALL BE ������� 1 0 $Ts� h III (I=111 OR SOD PROTECTED FROM CONSTRUCTION Ilr�J 11=11dIE�IIJIEII11=11 IiF=I' IMPACTS, 6" IMPORTED "IE� II hIIEW��F�IE I IFl IIJ II -III -III IIL-711 it III-IIFJ-lI�IL��I�I IF_111=111-III=III-il 6" IMPORTED 2. TO MEASURE SETTLED DEPTH, TOPSOIL MIX (COMPACTED 11 IFS-II=1� III IEIII Illdln; 11- [L:IE21-1I III ]I-IliL II'- 16I TOPSOIL MIX WATER SOIL SUFFICIENTLY TO FULLY SATURATE WITHOUT DEPTH IlFiI �IHIn I II�� III II I 6 I ( III=1 If IE III t T�L, nl IFiI JI I IIE�I (COMPACTED DEPTH ) CAUSING EROSION, VIP �( ]�< I 3. COMPOST SHALL MEET SPEC. El y� tOl .v -I REQUIREMENTS IN THE 2017 SUBSOIL IS J ')L:'! ilr'"` �=�� ' I� )I ��`11 'i SUBSOIL IS EDMONDS STORMWATER SCARIFIED 6" IF y } y- i i qr : SCARIFIED 6" ADDENDUM (CHECKLIST 7). BELOW IMPORTEDf �" �< �%'� ', `- j z L "> BELOW IMPORTED - 4, COMPACTION OF TOPSOIL (WHERE TO MIX - i L "� ��✓ 12 `.� "; -J✓'/` ✓�r�.✓ ,✓ . TOPSOIL MIX REQUIRED TO BE TO 85% MAX) �e OF THE MAXIMUM DRY DENSITY OPTION 3 - IMPORT TOPSOIL PER MODIFIED PROCTOR TEST (ASTM D1557). POST CONSTRUCTION SOIL REVISION DAE CITY OF EDMONDS QUALITY AND DEPTH PRILL2021 _ PUBLIC WORKS STANDARD DEPARTMENT DETAIL FSt, 1890 APPROVED BY: R. ENGLISH SD-642 2" X 2" WOOD/STEEL FILTER FABRIC SECURED TO 27 X 2" 14 GA WIRE FABRIC EQUAL NATIVE BACKFILL FILTER FABRIC MATERIAL IN CONRNOUS ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE 2" X 2" WOOD/STEEL POSTS WIRE MESH FENCE TO SUPPORT FILTER FABRIC BURY BOTTOM OF FILTER MATERIAL 8" TO 12" NOTES I. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER EROSION CONTROL THROUGHOUT PROJECT. CITY INSPECTION REQUIRED ON 2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION ALL EROSION CONTROL METHODS ACTIVITY. BEFORE OTHER WORK CAN BEGIN T ' REVISION DATE CITY OF EDMONDS FILTER FABRIC FENCE JANUARY 2018 FILTRATION SYSTEMS PUBLIC WORKS STANDARD DEPARTMENT DETAI L FS t.�1890 APPROVED BY: R. ENGLISH ER-900 CITY OF EDMONDS PUBLIC WORKS DEPARTMENT CATCH .BASIN GRATE FILTER SOCK WITH OVER FLOW HOLES (TYP) CATCH BASIN NOTES: 1, CONTRACTOR/DEVELOPER SHALL MAINTAIN THIS APPLICATION AT ALL TIMES WRING 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 Know what's below. Call two business days before you dig. APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: Z O U W a W F- Q O c\IO W 00 0-3 Q 00 cY �— WQ O LO 02rn(N F- In L0 F~- V V W W w W O i I,- W N a� IIz V WE W Z c)(z3 W Z a r0n V Cie) OQ> oa z Z W M O LL o W 0W� Z _1U 0 LL 0 vJ W LL Z O 0 Z 0 O 1,- L4 _ d 0 VROJ. NO. DSN. 8Y: 19-0117-S JMS DATE: 2/2/22 SCALE: N.T.S. M ICITY ENGINEERING DIVISION ORIGINAL SUBDIVISION FILE F ING NO. 3OF9 : PLN2019-0036 OLmOMON SFR SECTION 13, TOWNSHIP 27N, RANGE 3E, W.M. ACCSESS EASEMENT T 20.0' I T I � cp1_ ' EX. 30' f INGRESS & EGR S, I 40' **CB i, T`!R•E t ESM'T r ROk S_: CONNECT TO EX. STORM MAN, <` f AF�20919 E N01 f f l / (V EEC r r r r f r l AS —BUILT / / T b /6" PVC FOOTING 1� T As• -BUILT Y I ' DRAIN CONNECTION T r / �� 52 LF'� CPEP PROP. ASPHALT I 3 tr 6NNECT` TO X. STUB -, _ � x ! S- 053$ ( 17 sF) { i (� , 50_ VEG. FLOW P E (TO BE IN 6T�LLED f I I (� Pl40VIQED W RT J�LAT)EX R l (SEE SWALE DET. 1I4I { SHT. SECTION-SHT. 5\ & f t AT, TIME,,OF Z _PROP. kRMEABLE AS —BUILT SHORT PL&T) W IE=t85.2 , GONG. (1,038 SF) N 7 SHT. 6),' ; �11 , ! I _ P,RI VATE (10%' MAX SLOPE v c ' ,� DRAINAGE ESM'T' _ I (SEE DET. SD-622� 1 r r SHT. 9) FOOTING- ) LFf8" CPP < f s—BUILT S=0 015 -8 waft **_2LE 5" C.I , . sa CB I, OIL I � d I, l T I f l PROP. SFR .0 2" ASPHALT` I t ' Fw�,`s I� I(2,53 SF —FOUNDATION) I I i I (3,324 SF ROOF} I RO F I BERM I t _ AS —BUILT i f I I �OIV RHAN I T "5, 10 LF PELF. ** - l\ �2, T`PE i 'I � 1 , 4 SPY � I� STU OUT ON - RIM 86�8 h <f IF - 84.47 I I ' I SEE;' ET. HT. 71 1 I 1 27'LF 4 PVC i } i DOWNSPOUT i r i =1 E D LL POON 1` 9 CONNECTION I,LI El ( t l TYPE 1 "50' VEG. FLOW PATH ' (; i R ` IA 8? O t r ` (SEE` SECTION SHT. �— - r' I S -F TOP ` 98.0 I; **A T= 5 C.I. _ l A r AS- UIL .�P14 LF ,4 PVC - 3 q 2 x10' LEVEL TOE 195.0 DOWN$ II� "` �L �1L. %6_READER, CTIO ii l; C I SEE DET;, SHT 7 ;— E % J O.F. 9Ar RI TE,DRAIN"... ELEV 91 0 - 50'AS MENT AFN �pT�# ! ,� _ . - _ 90�0 202108315004 CONNECT TO EXISTING STUB PROVIDED WITH ---- vAS—BUILT 3 SHORT PLAT 1 I I CB A4 TYPE 1 r N EE T IE=*85.8'1 RIMS 8g.7 C134H (CONTROL� ( Y } f 8' SL E FOR OR FILLS; EASEMENT 1 -- 11 r 1 t`fl 3G.fi_ < v, i 5I ELEPHONE £�i"SEM�NT AS —BUILT , II Il= 8 7 IE- REC: 810812 201 i, � 7(• Iff2G ,�Y}y Ati`�i Ij So".12 r , I. .I REC: 8304150234 i � 1 i I9 'TY t p) 1 ,if ; ss x ._ _ _.- — .. _w _ *PROPOSE ADDITIONAL ' ti f ( Top spi5u ! CEMENT TO COVER NEW 15' L 1E 12- F H .Fb ._ i u j r I �4 �f Iss t.t5 f i f VEGETATED FLOW PATH E 0 __ _ f f ._ _ j.--...,---SS—_._,„,_r ;......__.cif .._�' \ \. *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. **NOTE: STORM TO BE INSTALLED WITH SHORT PLAT (PLN2019-0036). PROPOSED SFR SURFACE AREA CALCS PROPOSED SFR W/ OVERHANGS 3,324 SF PROPOSED ONSITE PERMEABLE DRIVEWAYS/WALKS: + 1,038 SF PROPOSED ASPHALT (NON —PERMEABLE ROW) 604 SF TOTAL PROP.: = 4,966 SF TOTAL HARD SURFACE AREA AFTER FINAL CONSTRUCTION: 4,966 SF (SP LOT 2) — —I EkS ING CONDO ACCESS 83 R N1 t -100.53 r 100.92 REVISION CLOUD NOTE THE REVISION CLOUD SHOWN ON THIS SHEET DENOTES THE AREA OF THE SITE PROPOSED TO BE REGRADED EAST OF THE PROPOSED SFR. THE NEW GRADES REQUIRE ADJUSTMENTS TO THE ELEVATIONS AND LOCATION OF THE 50—FOOT LEVEL SPREADER APPROVED AS PART OF THE SHORT PLAT ALONG WITH A SHORT LANDSCAPE BLOCK WALL ALONG THE SOUTHEAST SIDE OF THE GRADING TO AID IN TRANSITIONING FROM THE GRADED AREA TO EXISTING GROUND. ALL CHANGES TO THE DRAINAGE AND CONTOURS PROPOSED AS PART OF THIS REVISION ARE INCLUDED IN THE CLOUDED AREA. 02.330 I.AV V-EN _ I ( N POINT / ADD TRIA %EASEM f�E RE % T 102.32 — r P S7GRV;WA-rL'P'--- RETRO IT 1AREA i { 3 480 S; ' r / EXISTING AS —BUILT / COND011NIUM CB #6, TYPE I _... , f ✓ i`` � RIM = 99.3 # i � 15REE UN11�STORY —102.00 IE = 95.2 ,f1 I 102.26 —97 ' LA !CAPE BLOCK 3._t WA 3' MAX HT I APPROX. LOC. OF EXISTING r ! POWER, TELE, CABLE ADDITIONAL IMPERVIOUS SURFACE MITIGATION( AREk1�(c��([��[ SEWER V t X S DE T E X. BLCG 50' LEVEL SPREADER 00 W/ GRADE BOARD, ° „ =g .0 It SEE DET., SHT. 7 �1rf EX• 1;SCC EIRE LINE E EX. 2 WATER O.F.=97.0 I SERVICE, FOR EX. BLDG i T . ESM'T F 'AFN:202108315004 Zr _ i I " 3' VEG --FLOW PAT7 i —T t — — 4— WEN SOIL ,AS NEEDED D .,.. SIn :� . — _....-.. . .. SCR. S-L =— WIf I S S S P rQ x c 1 4 T / it �� VEGETATE WITH LAWN/GRASS TYPICAL SWALE SECTION N.T.S. 9" AMENDED SOILS 10% ORGANIC CONTENT MIN. N m Z O a U 1n W 0 W W Z W (D Z Ix z W V W W Q� rn rn 0 N LO L0 vv LU LU �— o> N Z 0 Z O U' O LL J U / 0 O m CL U� O 1- M Q W Z M O W Q U z LU < LL = O I— z 0 • LL u o 0 z p I` aN Know what's below. 0 020 40 Call two business HORIZONTAL SCALE days before you dig. APPROVED FOR CONSTRUCTION PRO,. NO, 19-0117-S DSN. BY. JMS CITY OF EDMONDS DATE 2/2/22 DATE: sDA E. 1"=20' BY: DRAWING NO. 4 Q CITY ENGINEERING DIVISION OF v ORIGINAL SUBDIVISION FILE #: PLN2019-0036 3 OLOMO.N FIR SECTION 133, TOWNSHIP 27N, RANGE 3E,, W.M. i 30' -' INGRESS &I' EGRES'S,�� / ESM'T XIS TII (31 { ONDIO 'C"CE S AF 09 19 'AS�'i� A: __` R <60 _ �`.` f f; r 7 1j < !' a./ ,✓' `r e '"' .."" ti 1 a,d° f r f f.........:. _ CLEAN CUT ON ASPHALT EDGE REQUIRED PRIOR TO NEW DRIVEWAY INSTAW4TiE�N; ,PER a` STND DET TR-546SEE SHT 9 Z -f ,r of f f , (DRIVEWAY APPROACH� _ I TO B .INSTALLED j ! f OWLR, TELE --I- tr �,, AL _~f % tr A4DITI NAI °EA�M NT f AT TIME OF �Oi PLAT) I .ABLE DRY T+L�S) ,= ,, f EQU1RE FF r r°`,r _ I(u � i3 s S 7 � f � ~~�+ � - '� ,'` � IJ � # s l f� - %.✓' r '`i 94 1 I 33 ; LF 6" 1 PVCEQ S=,2% MIN. f _ 3'1 / 1 ;PROP.' SER � I i � 4 tea' ° a cn cD a;s a , i (2,53 SF —FOUNDATION) I I I r' ,..w R40 / : -(3, 32 SF — F=) I R� F f / IO�V RHAN6 w _ I 1 a B" 4 —8 r 9,1% ; 0. _ f,�; "— a. RtIN,87°. Ill �. ? I� —97 LA SCAPE BLOCK,' °. , _ IE 2.0 j' I I I WA�L, 3' MAX HT n #� RI —92.2f WA - � F J-CSEE,=DIET. S4T. 9) I I � i Q I M O TOP9 O ' T° P 0 � I � � . � TOE ' 0 _ _ A4_ IJ T —9 .0 . HY? '_A .,� 10 UTIL ESM T 3 .���f r — r `AEN: 202108315004 — _F —.- , 7 I - a(m 0,0x oo f � _._ -� _ _ 3 � _. ._..,. it 8' SL E FOR S OR F1LtSj EASEh�EiYT �. _ .. i ll i' ` '?, ' S' �!"ELEPHONE -' S NT o g R C 810812 Oi { f % . i? ' > t RFC: 8304 FSO234 i-ih _ ...�.- PVCs (��E NOTE . ' _ ._ , W �._ "N wATER sfc= _ _- p ''off83,53 I j NTH TRACtR WIRE o f f - ., _... _ f PER STD DET. WA-) 30 F >� .. i N OTE: 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. T e i � any Know what's below. 0 20 40 Call two business HORIZONTAL SCALE days before you dig. APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: Z 0 0 W 0 W Q V z N 00 m Q � r O �O0)N LO t6 W W W I-- W Q v 'Z a W Ez LLI o3 W Z 0 �- Z 0 z�� Cn � 0 aCW O zm 0 LL o z0¢ I u, 0LU 0 W0 . z o z 0 y- O 1­ U PROJ. ND. I DSN_ BY: 19-0117-S JMs DATE: 212122 SCALE: lip =20' DRAWING NO. O. l 9 OF CITY ENGINEERING DIVISION ORIGINAL SUBDIVISION FILE #: PLN2019-0036 OLOMON SFR 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.) 7.) ELEVATIONS SHOWN ARE IN FEET. SEE SURVEY FOR BENCHMARK INFORMATION. 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 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). 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 THE DRAINAGE SYSTEM DOWNSTREAM OF THE SITE STORMWATER DETENTION SYSTEM. 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.KOBLYKQEDMONDSWA.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 ONSITE 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 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. 14.) MANHOLES, CATCH BASINS, UTILITIES AND PAVEMENT SHALL BEAR ON MEDIUM 34.) FIELD STAKE ALL UTILITY STUBS AT THE PROPERTY LINE. DENSE TO VERY DENSE NATIVE SOIL OR COMPACTED STRUCTURAL FILL. IF SOIL IS DISTURBED, SOFT, LOOSE, WET OR IF ORGANIC MATERIAL IS PRESENT AT 35.) TRENCH BACKFILL OF UTILITIES LOCATED WITHIN THE CITY RIGHT-OF-WAY SHALL SUBGRADE ELEVATION, REMOVE AND REPLACE WITH COMPACTED STRUCTURAL FILL BE COMPACTED TO 95%. COMPACTION TEST REPORTS SHALL BE PROVIDED TO PER GEOTECHNICAL REPORT. THE CITY PRIOR TO PAVING. 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. 36.) WHERE NEW PIPE CLEARS AN 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 SIGNAGE SUBMITTALS SHALL BE PROVIDED TO CITY ENGINEERING DIVISION FOR APPROVAL PRIOR TO INSTALLATION. a Know what's below. Call two business days before you dig. APPROVED FOR CONSTRUCTION CITY OF EDMONDS m CITY ENGINEERING DIVISION Z 0 a U U W 0 W a 0 0 We Z V ) > N pop m Q�vr Lij O M N Lf) Lri vv W W .. 3:w o> N W Z O 2ct OLL W 'O V ) Z Z WE W Z 0 z W Z 0 a 0 c=n 2 Z Z Q O Q W M z W fA O CU Z U Q 0 U) 0� 0 0� W z tL O Z 0 x I,- 0 N a 0 PROD. NO. DSN. BY: 19-0117-S JMS DATE: 2/2122 SCALE: N.T.S. DRAWING NO. 8 9 OF ORIGINAL SUBDIVISION FILE ##: PLN2019-0036 DISPERSION TRENCH PROPERTY LINE/EASEMENT �- 10' X 2', LEVEL, SEE i g 12" X 72" (MIN) ,,- GUTTER (TYP) VEGETATED FLOW AREA (YARD) DRAIN PATH, (TYP) _ 10- (MIN), NO OVERLAP OF FLOWPATH SEGMENTS DISPERSION TRENCH WITH `TYPE 1 OR i -L�€ NOTCHED GRADE BOARD z CATCH BASIN PER STD DETAIL SD-632 W/SOLID COVER PER STD DETAIL SD-303 OR 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. MPX (MIN) 24" (MIN) i jL,„`..`__._-- V vx, NOTES: L A VEGETATED FLOW PATH MUST BE PROVIDED ,4" (MIN) PERFORATED IN ACCORDANCE THE 2017 CITY OF EDMONDS PVC UNDERDRAIN A STORMWATER ADDENDUM REQUIREMENTS. QO U` `PIPE PER WSDOT SPE2. ?LAIIDDC. GEOTEXTILE SHALL CONFORM TO WSDOT SPEC. E05.2(6), 9-33-2(t), GEOTEXTILE FOR SEPARATON 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 i11 NTS REVISION DATE TYPICAL DOWNSPOUT DECEMBER 2017 CITY OF EDMONDS DISPERSION PUBLIC WORKS 6�6- STANDARD DEPARTMENT DETAIL at 18 APPROVED BY: R. ENGLISH SD-631 SUPPORT POSTS END CAP OR PLUG CLEANOUT (TYP) PERFORATED PVC UNDERDRAIN PIPE FLOW TO OTHER DISPERSION TRENCH(ES) IF NECESSARY TYPE 1 OR 1-L CATCH BASIN W/SOLID COVER TYPE 1 OR 1-L CATCH PER STD DETAIL BASIN W/SOLID - SD-303 OR SD-304 COVER PER STD DETAIL OR D-304 A 7SD03-3 PIPE FROM 0 0 ROOF DOWNSPOUT NOTCHED GRADE BOARD, 2"x2' o0 00 10' (MIN) NOTCHES, 18" O.C. 0 z 0 m --1 [--2" (TYP) 2" GRADE BOARD L16„ GENERAL NOTES: NOTCHES (TYP) 0C-a NOTCH DETAIL 1. REFER TO THE 2017 CITY OF EDMONDS STORMWATER ADDENDUM FOR SETBACK AND INFEASIBILITY REQUIREMENTS. 2"x12" PRESSURE TREATED GRADE BOARD VEGETATED FLOW PATH, SEE NOTE 1 '15% MAX FOR FLOW CONTROL/WATER NOTES: QUALITY TREATMENT IN RURAL AREAS. 20% MAX' 1. A VEGETATED FLOW PATH MUST BE PROVIDED TSVjw % J IN THECITY OF MONDS 1REQUIREMENTDS. r��%` STORMWATDERNCE ADDENDUM GALVANIZED BOLT (TYP) j j� } j 2. GEOTEXTILE SHALL CONFORM T0. WSDOT SPEC. -.� 9-33.2(1) GEOTEXTILE FOR SEPARATION, NON -WOVEN TYPE. r 3. WASHED DRAIN ROCK SHALL CONFORM TO �nr� ,���+-j WASHED DRAIN WSDOT SPEC. 9-03.12(5), GRAVEL BACKFILL ROCK, SEE NOTE 3 FOR DRYWELLS. 'V r P ` 4" (MIN) PERFORATED /.PVC UNDERDRAIN PIPE 6" MIN (MIN) _� PER WSDOT SPEC. 9-05.2(6), LAID LEVEL GEOTEXTILE, SEE NOTE 2 4"x4 PRESSURE UNDISTURBED JJJ TREATED SUPPORT POST NATIVE SOIL SECTION rA NTS �.- REVISION DATE CITY OF EDMONDS TYPICAL DISPERSION DECEMBER 2017 TRENCH WITH NOTCHED PUBLIC WORKS GRADE BOARD STANDARD DEPARTMENT DETAIL t189� APPROVED BY: R. ENGLISH SD-632 OLOMON SFR SECTION 13, TOWNSHIP 27N, RANGE 3E, W.M. DOWNSPOUTIGUITFER T (TYP) PER STANDARD D-619, SEE NOTE 1 N) LEVEL TRENCH WITH ATED PVC UNDERDRAINPIPE OBSERVATION PIPE MARKING CENTER OF DRY WELL R}---��y TO STORM L A I DRAINAGE SYSTEM 19 DOWNSPOUT AND CLEANOUT-/ SLOPE PLAN NTS i'(MIN) OBSERVATION PORT COVER (PLASTIC BOX COMPACTED BACKFILL MARKED "DRAIN") <, r _ 6" (MIN) \ �` I T II -I I 4" (MIN) PVC UNDERDRAIN PIPE PER % O WSDOT SPEC. 9-05.1(6), LAID LEVEL \r O GEOTEXTILE, SEE NOTE 2----'�AOC$ O i 1'. (MIN) ABOVE SEASONAL HIGH GROUNDWATER TABLE, 5' (MIN). TO STORM DRAINAGE SYSTEM 10- (MIN) LEVEL TRENCH WITH PERFORATED PVC UNDERDRAIN PIPE PLUG OBSERVATION WELL, SEE NOTE 4 OR HYDRAULICALLY - 24" (MIN)� RESTRICTIVE LAYER \\- WASHED DRAIN ROCK, SEGTIO__-N-- -,A,� SEE NOTE 3 NTS GENERAL NOTES: t. REFER TO THE 2017 CITY OF EDMONDST STORMWATER ADDENDUM FOR SETBACK (CHECKLIST75) AND INFEASIBILITY REQUIREMENTS. 2. TRENCH LENGTH TO BE 10 FEET IN LENGTH 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 WSDOT SPEC. 9-33.2(i), 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 TO WSDOT SPEC. 9-05.2(6), PERFORATED PVC UNDERDRAIN PIPE. s - REVISION DATE ® "CITY OF EDMONDS TYPICAL PERFORATED APRIL 2021 STUB -OUT CONNECTION PUBLIC WORKS STANDARD DEPARTMENT DETAIL FStmm 1890 APPROVED BY: R. ENGLISH SD-639 U \\ 0 -asp�7�II Pam/ \ 4'O,�"'�cT O p'Q/L�gY -9pp o�0 e F 7Y� OY C�4y w DRIVEWAY APPROACH (WITHOUT CUM O SAWCUT EDGE 00 wa EXISTING ASPHALT -\ I a a STREET VARIES- 2" HMA 2 2"-5/8" MINUS CSTC COMPACTED SUBGRADE O3 SECTION A -A NOTES: Oi 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 95% MAXIMUM DENSITY. �4 10' EDGE RADIUS. O HMA SHALL BE PLACED FROM EDGE OF EXISTING STREET, A MINIMUM DISTANCE OF 20-FT OR TO PROPERTY LINE, WHICHEVER IS GREATER. "= REVISION DATE CITY OF EDMONDS DRIVEWAY APPROACH JUNE 2021 TYPE VI PUBLIC WORKS STANDARD DEPARTMENT DETAIL FSj._ 1g93 APPROVED BY: R. ENGLISH TR-546 4" 0 0 0-0-0-00 0 0 0000000000000000000 --PERVIOUS CONCRETE, SEE NOTE 1 (MIN) 0000000000000000000 6 -- PERMEABLE BALLAST, (MIN) o o �Do �o o SEE NOTES 2& 3 6„ (MIN) RUNOFF TREATMENT LAYER (IF REQUIRED PER EDMONDS. 1' (MIN) ABOVE SEASONAL STORMWATER CODE), SEE NOTE 4 HIGH GROUNDWATER TABLE OR HYDRAULICALLY RESTRICTIVE LAYER _ SUBGRADE, 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. TYPICAL PERVIOUS CITY OF EDMONDS CONCRETE PAVEMENT PUBLIC WORKS DEPARTMENT t .ffi189� APPROVED BY: R. ENGLISH 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 REVISION DATE. DECEMBER 2017 STANDARD DETAIL SD-622 BUILDING 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 IzonTYPICAL DOWNSPOUT DECEMBER CITY OF EDMONDS DISPERSION SPLASHBLOCK PUBLIC WORKS STANDARD DEPARTMENT DETAIL FSt. 1890 APPROVED BY: R. ENGLISH SD-633 RESIDENCE CLEANOUT D- WITH 45' BEND AND -CLEANOUT (MAX)CAP (TYP) NOT TO EXCEED 100' BETWEEN CLEANOUTS CLEANOUT (WYE WITH CAP t AND CLEANOUT COVER) AND z CONCRETE LEVELING COLLAR Z2 p 12" LOCKING COVER a \ SEE NOTE 3 12"t FINISHED GRADE 3 END OF PIPER GRIPPER PLUG EQUAL)E 27061 OR APPROVED d C T ATER TIGHT CAP 43SER LEVELING COLLAR SEE NOTE 4 45 12" PVC SLEEVE 6" RISER 4" ISEWER 6" WYE AND 6" CITY STUB GENERAL CLEANOUT DETAIL 46 BEND 4" OR 6" 12" LOCKING COVER SIDE SEWER CLEANOUT DETAIL 3� SEE NOTE 3 AT PROPERTY LINE/CITY EASEMENT �w �W LEVELING COLLAR NOTES: z ao w SEE NOTE 4 Wm_ ASPHALT SURFACE 1. SEWER PIPE SHALL BE SDR-35 AND JOINTS SHALL BE GASKETED. 72"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 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" UNDER ASPHALT OR CONCRETE DEEP CONCRETE COLLAR OR 24" DIAMETER x 6" DEEP CONCRETE COLLAR REVISION DATE JANUARY 2018 CITY OF EDMONDS SEWER CLEANOUT DETAILS PUBLIC WORKS STANDARD DEPARTMENT DETAIL Fsf. �1g9c APPROVED BY: R. ENGLISH SS-200 Know what's below. Call two business days before you dig. Z 0 F IL U U W a � J I� Z W 0 U) Q00" 0 0) 04 6 Lri 1 W W W O > n W 04 az z Z WLU EW W T. 0 W Z 0 a 0 Z U) Z >� p Q °Q C> > z W m O LL 0 Of- Q Z rn v , Z U U) O W 0 /� vJ Z Z 0 0 � dN r U PROJ. NO. MN. 8Y: APPROVED FOR CONSTRUCTION 19-0117-S I ims CITY OF EDMONDS DATE 2/2/22 SCALE: DATE: N.T.S. DRAWING NO. BY: q Q CITY ENGINEERING DIVISION 9 OF v ORIGINAL SUBDIVISION FILE #: PLN2019-0036