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APPROVED ENG STM RESUB4 BLD2024-0257+Civil_Plan+11.22.2024_6.42.37_PM+4636046SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM ,• a UNDISTURBED PLANTS UNDISTURBED TURF (LAWN) (SEE NOTE 1) AREAS (SEE NOTE 1) UNO(STURBIED UNDISTURBED NATIVE VEGETATION TURF LAWN/LANDSCAPE � •' � / UNDISTURBED NATIVE SOUL UNDISTURBED NATIVE S00. STFFP SLOPE NOTE- AMENDED SOILS SHOULD NOT BE INSTALLED ON FINISHED SLOPES OPTION 1 - NO DISTURBANCE EXCEEDING 33s. AREAS EXCEEDING 33% SHALL BE STABILIZED PER THE PLANTING BEDS TURF (LAWN) AREAS ENGINEER/GEOTECH OF RECORD 11 2" oacAlllc MULCH i����. f: I - IJGRASS: SEED OR SOD 3. OF COMPOST 1.75. OF COMPOST INCORPORATED INCORPORATED INTO 5. OF INTO 6.25• OF SITE SOIL (TOTAL SITE SOIL (TOTAL AMENDED AMENDED DEPTH OF 9.5•. FOR A DEPTH OF 9.5•. FOR A SMILED DEPTH OF 6-) SETTLED DEPTH OF 111•) SUBSOIL6 ►' a. SUBSOIL SIGIRIFIED ,• BELOW COMPOST Y ; ' r !t �J` COMPOST AMENDED LAYER CE) (12• BELOW SOIL SURFA 1 �' r�1 (12• BELOW SOIL SURFACE) 2 IL OR OPTION - AMEND IN PLACE STOCKPILE AND AIALND GLNERAL NOTES: PLAfR1NG BEDS TURF (LAWN) AREAS 1. AREAS OF NO DISTURBANCE 2• ORGMX�� ��/,/��///�� GRASS: SEED SHALL BE FENCED AND EXISTING VEGETATION AND SOIL SHALL BE MULCH ��, ���/� Q OR SOD PROTECTED FROM CONSTRUCTION IMPACTS. 6• IMPORTED 6• IMPORTED 2. TO MEASURE SETTLED DEPTH. WATER SOIL SUFFICIENTLY TO TOPSOIL MIX TOPSOIL MIX FULLY SATURATE WITHOUT (COMPACTED (COMPACTED CAUSING EROSION_ DEPTH) 6. DEPTH) - 3. COMPOST SWILL MEET SPEC. REOUIREMENTS IN THE 2017 SUBSOIL IS SU8501L 15 EDMOND S STORMWATER ADDENDUM (CHECKLIST 7). SCARIFIED 6• SCARIFIED 6• BELOW IMPORTED i ,� BELO TT� A COMPACTION OF TOPSOIL (WHERE TOPSOIL MIX ,, 12- 1-1 TOPSOIL MIX TO BE 70 (MAX) 0D THE MAXIMUM DRr65 DErISITY OPTION 3 - IMPORT TOPSOIL PER MODIFIED PROCTOR TEST (ASTM 10111557). R POST CONSTRUCTION SOIL AAP ML 2021E CITY OF EDMONDS QUALITY AND DEPTH PUBLIC WORKS STANDARD DEPARTMENT DETAIL FsT 1013 A'0R7'A:: Hy R. ENGLISH SD-642 CONSTRUCTION SEQUENCE NOTES 1. SCHEDULE A PRE -CONSTRUCTION MEETING, THROUGII MYBUILDINGPERMIT.COM AND EMAIL I:N(iI%FFRIN(jPFR%,II1N I I)%I( )\I)`11_A (I(1% - TWO DAYS NOTICE IS REQUIRED. - -- 2. CALL 811 FOR UTILITY LOCATES. 3. REVIEW TEMPORARY EROSION AND SEDIMENT CONTROL MOTES. 4. INSTALL TESL MEASURES AND MAINTAIN DUST CONTROL WHILE: PREVENTING DISTURBANCE OF ANY AREAS OF VEGETATION OUTSIDE THE CONSTRUCTION ZONE. S. INSTALL ORANGE BARRIER FENCE AS NEEDED TO PROTECT ALL E XISTING OR PROPOSED LOW IMPACT DEVELOPMENT AREAS AND TREE RETENTION AREAS. 6. HAVE EROSION CONTROL MEASURES AND BMP PROTECTION INSPECTED BY CITY OF EDMONDS FWANF-E:RING INSPECTOR. ALA. TEMPORARY SEDIMENTATION AND EROSION CONTROL. MEASURES MUST BE IN PLACE AND INSPECTED PRIOR TO ANY CONSTRUCTION OR SITE CLEARING. EROSION AND SEDIMENTATION CONTROL PRACTICES ANMOR DEVICES SHALL BE MAINTAINED AND ADJUSTED AS NEEDED THROUGHOUT CONSTRUCTION AND UNTIL PERMANENT VEGETATION IS ESTABLISHED. 7. DEMOLISH EXISIl,(, STRUCTURES AS APPLICABLE. PER APPROVED PLANS. 8. CLEAR. GRUB & RI IL Gil GRADE SITE AS REQUIRED TO INSTALL DRAINAGE FEATI!RES. 9. COMPOST AML \U AND REVEGETATE DISTURBED ARLAS NOT SUBJECT TO ADDITIONAL SURFACE DISTURBANCE IMMEDIATELY AFTER ROUGH GRADING OTHER EXPOSED AREAS SHALL HE TEMPORARILY STABILIZED AND TESL MAINTAINED UNTIL SITE PERMANENTLY STABILIZED. 10. INSTALL UTILITIES AND OTHER SITE IMPROVEMENTS. INCLUDING FRONTAGE IMPROVEMENTS. SEE CITY STD DETAIL SD-M2 ABOVE FOR POST CONSTRLI(T1ON SOIL. QUALITY AND DEPTH AMMENDMENT. 11. LNiTALL LOW IMPACT DEVELOPMENT STORMWATER SY511kM5. EXCAVATION OF INFILTRATION AREAS SHALL NOT BE ALLOWED DURING WET OR SATURATED CONDITIONS. THE BMP SHALL NOT BE MADE OPERATIONAL UNTIL ALL EROSION - CAUSING PROJECT IMPROVEMENTS ARE: COMPLETED AND ALL EXPOSED GROUND SURFACES ARE STABILIZED. 12. STABILIZE AND COMPOST AMEND ALL EXPOSED SOILS PRIOR TO REVEGETATION OF ENTIRE SITE_ REFER TO CITY STANDARD DFTAIL SD•642 13. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED UPON FINAL SITE STABILIZATION AND APPROVAL BY CITY INSPFCTOR. UTILITY PROVIDERS ELECTRICITY QA SNOHOMISH COUNTY P.U.D. PUGET SOUND ENERGY 21018 HWY 99 10606 NE 4th STREET EDMONDS. WA 98026 BELLEVUE. WA 98009 PHONE: (877) 783-1000 PHONE (888) 225-5773 CQNTACT• VAX. BUZVNQV CATY WATER & SEWER COMCAST OLYMPIC VIEW WATER AND SEWER PHONE (800) 934-6489 DISTRICT 8128 - 228tn STREET SW TELEPHONE EDMONDS. WA 98026 - 8449 CENTURYLINK PHONE (425) 774-7769 PHONE: (800) 573-131T EROSION CONTROL AND DEMOLITION NOTES: O EXISTING ASPHALT DRIVEWAY TO BE REMOVED. O STABILIZED CONSTRUCTION ENTRANCE/EXIT PER ER-901 O EXISTING SHED TO BE REMOVED INSTALL SILT FENCE PER DETAIL ER-900 O EXISTING HOUSE TO BE REMOVED O ALL DISTURBED SOIL SHALL BE COMPOST AMENDED PER CITY 0 F EDMONDS STANDARD DETAIL SD-642 OR APPROVED EQUAL CALL 311 BEFORE YO U DIG IN THE SW 1 /4, SE /4, SEC.13, . 2 7N. , R. 3E, W.M. SNOHOMISH COUNTY. WASHING T ON GRAPHIC SCALE n 5 10 ( IN FEET ) 1 inch = 10 ft. EXISTING ASPHALT CURB AND GUTTER WM �- EXISTING ASPHALT DRIVEWAY TBD 444SF USE AS CONSTRUCTION ENTRANCE SEE DETAIL ER901 SHEET 5 It LEGS I ............... ASPHA PERVIOUS CONCTRET ° PAVERS EXISTING CONTOUR LINE - NEW CONTOUR LINE KEYSTONE RETAINING WALL r-� EXISTING WATER METER WM p SANITARY SEWER CLEANOUT X 120.5 SPOT ELEVATION TBD TO BE DEMOLISHED k,,uge,sounw ALL DISTURBED SOILS SHALL BE COMPOST AMENDED PER CITY OF SHEET INDEX EDMONDS STANDARD DETAIL SD-642 OR 4W APPROVED EQUAL. 1. COVER DEMO AND EROSION CONTROL 2. DRAINAGE nddanft at Park i•' 116 3. UTILITIES ' EXISTING ASPHALT CURB AND GUTTER 4. DETAILS WM 5. DETAILS ; ' . '.... 6. SURVEY i Standard Notes VICINITY MAP ........ W Approval of this erosion/sedimentation control (ESC) plan does not constitute an approval of permanent road or drainage design (e.g. size and location of roads, .... ........... pipes, restrictors, channels, retention facilities, utilities). The implementation of this ESC plan and the construction, maintenance, replacement, and upgrading of these ESC BMPs is the responsibility of the L-JL-J i WM WM applicant until all construction is completed and approved vegetation/landscaping Z.�'.__is established. Clearly flag the boundaries of the clearing limits shown on this plan in the field prior to construction. EXISTING WATER METER S/4"TBRDuring the construction period, no disturbance beyond the flagged clearing limits DISCONNECT THE EXISTING WATER i SERVICE LINE AT THE METER shall be permitted. i AAND N INSTAVB ATLL AHOSERIBWITH The flagging shall be maintained by the applicant for the duration of construction. Construct the ESC BMPs shown on this plan in conjunction with all clearing and SILT FENCE PER ER-900 grading activities, and in such a manner as to ensure that sediment and SEE DETAIL SHEET 5 sediment laden water do not enter the drainage system, roadways, or violate applicable water standards. The ESC BMPs shown on this plan are the minimum requirements for anticipated site conditions. During the construction period, upgrade these ESC BMPs as needed for z unexpected storm events co and to ensure that sediment and sediment -laden water do not leave the site. 40 CID The applicant shall inspect the ESC BMPs daily and maintain them as necessary "'C5to ensure their continued functioning. Inspect and maintain the ESC BMPs on inactive sites a minimum of once a month or within the 48 hours following a major storm event (i.e. a 24-hour I storm event with a 10-yr or greater recurrence interval). i o At no time shall the sediment exceed 60-percent of the sump depth or have less than 6-inches of clearance from the sediment surface to the invert of the lowest pipe. All catch basins and conveyance lines shall be cleaned prior to i paving. The cleaning operation shall not flush sediment laden water into the X� downstream system. Install stabilized construction entrances at the beginning of construction and maintained for the duration of the project. Additional measures may be required ,22 to ensure that all paved areas are kept clean for the duration of the project. x NOTE: FILTER SOCKS SHALL PLACED IN CBS DOWNSTREAM FROM THIS i CONSTRUCTION SITE. PER ER-902 SEE SHEET 5. NOTE: INSTALL AND MAINTAIN ALL TESC MEASURES ACCORDING TO THE APPROVED PLANS, CITY OF EDMONDS STANDARDS, AND ALL OTHER MEASURES THAT MAY BE REQUIRED DURING CONSTRUCTION. NOTE: STOCKPILE SHALL BE COVERED WITHIN 24 HOURS OF USE. NOTE: PROVIDE CATCH BASIN PROTECTION FOR ALL CATCH BASINS ON THE PROJECT DURING CONSTRUCTION. NOTE: SEE HAUL ROUT MAP ON SHEET 4 NOTE: PROTECT CATCH BASIN INLETS PER BMP ER 902 SEE DETAIL SHEET 5 FILTER FENCE PER ER-900 COMPLIES WITH APPLICABLE SEE DETAIL SHEET 5 1 CITY STORMWATER CODE CUTT 430 CY OWNER/CONTRACTOR IS RESPONSIBLE FOR FILTER FENCE PER ER-900 EROSION CONTROL AND DRAINAGE SEE DETAIL SHEET 5 FILL = 0 CY SITE PLAN PROVIDED BY POINT OF VISION ARCHITECTS SURVEY PROVIDED BY GROUNDMA17_?K SURVEYING, PLLC REFER ALSO TO: BLD2024-1136 - DEMO ENG2024-0437 - ROW SPECIAL INSPECTION AGREEMENT ENG2024-0494 - SIDE SEWER PERMIT (PERVIOUS PAVEMENT). ENG2024-0430 - WATER METER BLD2024-0257 APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION DAiE'. accAo+Eo AS NOTED Jell i#4aol•.•ty 12/19/2024 STORM DRAINAGE REPORT PREPARED BY BENJAMIN P ANSTEY ENGINEER, DATED 11/5/2024 AND APPROVED 12/18/2024. SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM OBSERVATION PIPE MARKING TYPE 1 OR 1 -L CATCH GUTTER CENTER OF DRYWELL BASIN W/ SOLID LID PER 48" DNA. (MIN) DRYWELL CITY STANDARD DETAIL SD-303 OR SD-304 IN THE SW114., SE 1 4, SYEX.13.9 T.27N, R.3E., W.M. 4 (MIN) PERFORATED SNOHOMISH COUNTY, WASHING T ON PVC UNDERDRAIN PIPE � 14" (MIN) PVC PER 2019 SWMMWW USE 90CF/IOOOSF FOR MEDIUM SAND SOILS CLEANOUT i \I DRAIN PIPE (TYP) ; •"••............... � PROPOSED ROOF = 3,685 SF = 0.084 AC Utility patches shall be combined and full width or half SITE ADDRESS: width overlay will be required depending on the extent z / 5' (MIN) 3.685 SF X 90 = 331.65CF GRAVEL REQUIRED 1520 10TH PL N of disturbance. Where utility patches fall entirely within Z�I 5, (MIN) \ EDMONDS. WA 98020 one travel lane, the overlay shall extend to the _ 10Ld , (MIN) USE TWO EACH DRYWELLS 8 FOOT DIAMETER 4 FOOT DEE o W \ / 4X4 X3 14 X 4' = 200 96 CF EA X 2= 402CF PROVIDED SPECIAL INSPECTION SHALL BE centerline of roadway. Where utility patches extend into a L (MIN) REQUIRED FOR PERMEABLE TAX PARCEL NUMBER: both travel lanes then a full width overlay is required. PROPERTY LINE/EASEMENT ' ' ' • • ' ' ' PAVERS 27031300409000 PLAN RooF AREA: NTS . . . . . . . . . OOF RESTORATION LIMITS TO BE DETERMINED TOTAL SITE AREA IS 11.300t SQUARE FEET OR 0.25t ACRES. DOWNSPOUT 4" (MIN) PVC DRAIN PIPE PER WSDOT BY CITY ENGINEERING INSPECTOR SPEC. 9-05.1(5), 1% (MIN) SLOPE WM ....... LEGAL DESCRIPTION. r-, NEW AC ROAD APPROACH 47SF TEST PLUG IN PLASTIC I I ' " " " " " " " " " " " " " " " " " " " " " " " " " " " " . ' THAT PORTION OF VACATED LOTS 18,19 AND 20. BLOCK 40. ORIGINAL PLAT OF NORTH BOX MARKED "DRAIN" DEVELOPER SHALL BE RESPONSIBLE FOR FINAL CLEANOUT RESTORATION OF ASPHALT IN 10TH PLACE N EDMONDS. WASHINGTON. ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 2 OF 12" BUILDING • • • • • • • • • • • • • • • • • • • PLATS, PAGE 75. RECORDS OF SNOHOMISH COUNTY, WASHINGTON, AND OF VACATED Ss Ss SS 55 Ss SS Ss NEWPORT AVENUE DESCRIBED AS FOLLOWS: 12" 4" (MIN) PVC DRAIN PIPE PER - 12" (MIN) III=III=III=1 =III= =III= MI WSDOT SPEC. 9-05.1 5 , POSITIVE ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' CUT AND PATCH AC PAVEMENT AS NEEDED TOPSOIL 1=III=I=III III=1f(= =1 O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SLOPE s" (MIN) BEGINNING AT A PONNT NORTH 38"1 EAST 10.00 FEET FROM THE INTERSECTION OF THE 12" (MIN) GENERAL NOTES: n ........................... ... ... ....... CENTERLINE OF NEWPORT AVENUE AND THE SOUTHEASTERLY LINE OF SECOND AVENUE; z �QI JQ 4" (MIN) 1. REFER TO THE 2017 CITY OF . . . .G. . . . . . . . . . . . .G. . . . . . . . . . . .G. . . . . . . . l l P1 ACE0. 0. . . . . . . .G. .'.'.G. G. 0 ' ■ TN SOUTH i EAST T NORTHEASTERLY M AN PARALLEL TH TH o ' ' •• • • • • • • • _ • • • • • • • • THENCE SOU 5 26 E S 10.00 FEE NO EASTERL FROM D� A LLEL WI E "BOO PERFORATED PVC REMOVABLE EDMONDS STORMWATER ADDENDUM . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , I �Q UNDERDRAIN PUSH -ON FOR SETBACK (CHECKLIST 13) AND CENTERLINE OF NEWPORT AVENUE, A DISTANCE OF 113.00 FEET: THENCE SOUTH 38 34 ( _) PIPE PER WSDOT INFEASIBILITY REQUIREMENTS. w W W• W• W W W W' W WEST 100,00 FEET; THENCE NORTH 51'26/ WEST 113.00 FEET TO THE SOUTHEASTERLY SPEC. 9-05.1(6) PVC TEE 2. MINIMUM COVER DEPTHS ASSUME NO • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , 2 _�. 1 61$'' MARGIN OF SECOND AVENUE; THENCE NORTH 38*34' EAST 100.00 FEET TO THE POINT Q GEOTEXTILE, SEE NOTE 1 VEHICULAR LOADING. DESIGNER TO' r SPECIFY COVER DEPTHS IF " " " " " " " " . . . . . . . . . . ... .... " OF BEGINNING PURSUANT TO STIPULATION AND AGREED JUDGMENT REFORMING DEED VEHICULAR TRAFFIC ANTICIPATED. �N 4F"1G59` E 100.00` _ AND QUIETING TITLE TO REAL PROPERTY UNDER ACTION FILED UNDER SNOHOMISH WASHED DRAIN ROCK, - ' 0';'+• '. • e�•• SEE NOTE 2 _ 3. PROVIDE 10 FEET MIN SPACING .0'•'' ' ;~°''�� ti• BETWEEN DRY WELLS. N _ CO ,, COUNTY SUPERIOR COURT CAUSE NUMBER 13-2-08829-9, NOTES: i IE= 114+ - ' ' '� "'''�'' , UNCOMPACTED NATIVE n `' EW 4" VC SIDES ER ' +�+ . • yY� i=', �•:: y • • L- JL- J\ EXISTING POWER POLE ''0' ' �• �a` �'' ' MATCH EXISTING REPLACE EXI G ; ' ' '' ' ti '. ' : ti• :•' ' '' ,v ` WM WM \ SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. MATERIAL, SCARIFY 3" 1. PLACE GEOTEXTILE FABRIC ALONG WALLS AND TOP OF WASHED +' TO EXISTING UB ' . '.:R ; ,. ` '.>�; • ' , •: ti (MIN) 1' (MIN) ABOVE SEASONAL ROCK. GEOTEXTILE SHALL CONFORM TO WSDOT SPEC. 9-33.2(1), WIM FOOTING DRAINS HALL s► i1:,;•+• : +' '' ' :'': ;.' •; , GEOTEXTILE FOR SEPARATION, NON -WOVEN TYPE. i i• . +' '-.0 �._.___ HIGH GROUNDWATER TABLE ® NOT CONNECT TO ROOF o ® y` �'.• :•;e• .. BASIS OF BEARING OR HYDRAULICALLY �� N ��.'_• 2. WASHED DRAIN ROCK SHALL CONFORM TO WSDOT SPEC. 10' 1/4' A,' • '��• '' '�'' RESTRICTIVE LAYER DRYWELLS � '•+ '.' '. 9-03.12(5), GRAVEL BACKFILL FOR DRYWELLS. ~.•�A';.•' �f•'1' �~ :�..�` :NEW1"WATERMETERWITH NEW NAD83(2011) EPOCH 2O10.00, WASHINGTON STATE PLANE COGRDiNATE SYSTEM, NGRTI-I PROFILE �v > i ''�': ' '.+ `'' ` • ' +' '� 1" TYPE K COPPER WATER SERVICE FROM MAIN TO METER ZONE PER GPS OBSERVATIONS. 3. OBSERVATION WELL SHALL CONFORM TO WSDOT SPEC. 2 EA 8' DIAM X 5' DEEP a_ '.• . • • • '.• ' NTS 9-05.2(6), PERFORATED PVC UNDERDRAIN PIPE. DRYWELLS U�'"+�•• �� ' :• '.'. z PER STANDARD DETAIL WA-130 TOP = 119.00 c0 a TYPE 1 CATCH BASIN J J •,' '+• . • -He• '' ' + ' o� W REVISION DATE BOTTOM= 114.00 0 > RIM= 119.50 c ,,,, !' �' c D VERTICAL DATUM: PER SD 638 Of 4• .' ` .: • .• o c CITY OF EDMONDS TYPICAL DOWNSPOUT APRIL 2021 w IE= 117.00 - '� •.•,�' '' ''•":',�:- ':��':4�m �m NAVD88 PER CPS OBSERVATIONS. INFILTRATION DRYWELL ' ''' r f• +' �� � �,�� .• PUBLIC WORKS STANDARD 25'FF�ONTYARD j J ,.t',' ':oT''�I:,':0•,�{•: m W87LF 1-1/2" HDPE WATER SERVICE NOTE: PROTECT CATCH BASIN INLETS PER BMP ER 902 SEE DETAIL SHEET 5 DEPARTMENTDETAIL 1 EA 4' DIAM X 4' EEP ;-------------------------- ------------------------------------ ---- --- --- - rr-Y--j + 0 ,: ��.Y:a__1•- NEW DRYWELL FOR FOOTING z I S QCK ® ,; • :f `: , •� • .+• . •;a ..�: WITH TRACER WIRE 189 APPROVED BY: R. ENGLISH S D- 638 DRAINS ONLY PAVER I ST11 d .�;.:•' .�r' ¢~'� �� '% © NOTE: PROTECT DRYWELLS AND PERVIOUS PAVMENTS WITH ORANGE FENCE TOP = 120.00 W 4� PVC ROOF DRAIN -•'�: • rP'r•4�: ':• P s 6 0 'r• 'v-: • •, `.:'. •: 'Y / SEE EROSION CONTROL PLAN SHEET 1 BOTTOM= 116.00 r PER D- '`: ' + :+' ':: '•r~' . • '.•• ' +•' 'i.... PERVIOUS PAVER DRIVEWAY DRIVEWAY SLOPE SHALL NOT EXCEED 14% PER ECDC18.80.060 w^Fvwr/WIVRLm;) I%LW4RML11L4AI1M1R■a, (MIN) 'J SEE NOTE I (MINj ' y JOINT FILLER AND LEVELNNG COURSE �nr. a' ? •ti. a �. y.+. (AASHTO GRADING NO. 8). SEE NOTE 2 3- CRUSHED SURFACING CHOKER (MIN) COURSE, SEE NOTE 4 PAVEMENT BASE COURSE, S. PERMEABLE BALLAST, SEE NOTE S SEE NOTE 3 (WIN) 6" RUNOFF TREATMENT LAYER (MIN) (IF REQUIRED PER EDMONDS 1' (MIN) ABOVE SEASONAL STORMWATER CODE), SEE NOTE 6 HIGH GROUNDWATER TABLE SUBGRADE. OR HYDRAULICALLY SEE NOTE 7 RESTRICTTYE LAYER GENERAL NOTES: 1 REFER TO THE 2022 CITY OF EDMONDS STORMWATER ADDENDUM FOR SETBACK (CHECKLIST 1 1) AND INFEASIBILITY REQUIREMENTS 2. THE MINIMUM THICKNESS SHOWN ABOVE MAY NOT BE SUFFICIENT FOR ALL APPUCATIONS- A PROJECT SPECIFIC PAVEMENT DESIGN SHALL BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON IN CIVIL ENGINEERING TO: 21 SUPPORT THE ANTICIPATED LOADING (E-G PAVEMENT DESIGN LIFE. INITAL AND TERMINAL S£RVICEABILIIY, RELIABILITY, ETC.) AND 22- TO SATISFY THE HYDROLOGIC REQUIREMENTS OF THE a1Y OF EDMONDS STORMWATER CODE (I.E . CODE MA'+ 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 GEOTEXTTIE SHALL NOT BE USED IN PAVEMENT SECTION UNLESS REQUIRED BY GEOTECHNICAL ENGINEER IF REQUIRED, GEOTEXTILE SHALL CONFORM TO WSDOT 9 33 20) GEOTEXTILE FOR SEPARATION, WOVEN TYPE 5 REFER TO WI LOCAL AGENCY GSPs DMSIONS 2-9 FOR APWA GSPs NOTES: I SURFACE SLOPE SHALL BE 0 5X MINIMUM MAXIMUM SLOPE PER MANUFACTURER, 2. JOINT FILLER AND LEVELING COURSE SHALL CONFORM TO WSDOT 9-03.1(4) COARSE AGGREGATE FOR PORTLAND CEMENT CONCRETE. AASHTO GRADING NO 8. OR PER MANUFACTURER RECOMMENDATION 3 PAVEMENT BASE SHALL BE INSTALLED PER APWA GSP 4-04.3(5) SHAPING AND COMPACT)ON 4. INTENDED TO PREVENT LEVELING COURSE FROM ENTERrING PERMEABLE BALLLAST. 5. PERMEABLE BALLAST SHALL CONFORM TO THE REOUIRETMENTS OF APWA GSP 4-04 2(9-03 9(2)) OPT1 6 RUNOFF TREATMENT LAYER SHALL MEET THE REQUIREMENTS OF 2022 CITY OF EDMONDS STORMWATER ADDENDUM 7 PREPARE AND PROTECT SUBGRADE PER APWA GSP 2-06.3(3) SUBGRADE FOR PERMEABLE PAVEMENTS REVISION CA'E CITY OF EDMONDS TYPICAL PERMEABLE SEPTEMBER 2023 UNIT PAVER SYSTEM PUBLIC WORKS STANDARD DEPARTMENT DETAIL s; 189� APPROVED BY R. ENGLISH SD-623 DRYWELL SIZING 4" PVC SOLID ROOF DRAIN O 2X limp co 4" PVC PERF•I- • II1� I� ,LID y� •• \----------- \i \�►`a\\\�� I , I I NOS I I � I I INNIN �!� : ZVI , N�Iq�!s i PVC SOLID ROOF DRAIN 0 2% FK ■ `- « 11 ■\:1-FTCPERFORATED­­ (-- 1 1 FOOTING DRAIN ■ • 11 1 _7- m- �z �C2 02 m - - - - -- - - -� N 400 10I 59II E 100.00 7�4 ACCEPTABLE TIGHTLINE MATERIAL: SDR 35 SCH 40 N-12 F810 HANCOR CUT = 430 CY IMPERVIOUS AREAS SITE PLAN PROVIDED BY POINT OF VISION ARCHITECTS FILL = 0 CY SURVEY PROVIDED' BY GROUNDMARK SURVEYING, PLLC NOTE: PROVIDE CATCH BASIN PROTECTION FOR CALL 811 BEFORE YOU DIG ALL CATCH BASINS ON THE PROJECT DURING CONSTRUCTION SITE = 11,300SF = 0.26 AC EXISTING IMPERVIOUS AREAS= 3,219SF OR 0.0739 AC PROPOSED ROOF = 3,685 SF = 0.084 AC PROPOSED DRIVEWAY AND WALK - 1,470 SF 0.0337 AC PATIO = 112 SF = 0.0025 AC SURFACES 5,267 SF - 0.12 AC 6,033 SF = 0.138 AC LEGEND w WATER LINE SS SEWER LINE G GAS LINE P UNDERGROUND POWER ASPHALT PAVEMENT a• • + •.A. : • • a• PERVIOUS CONCTRETE ' PAVERS EXISTING CONTOUR LINE NEW CONTOUR LINE KEYSTONE RETAINING WALL EXISTING WATER METER 0 SANITARY SEWER CLEANOUT X 120.5 SPOT ELEVATION AM ROOF DOWNSPOUT SD NE%kM8N4QW - - FOOTING DRAIN X ORANGE PROTECTIVE FENCE APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION DATE: APPROVED AS NOTED Jdl U/gay>i,mt 12/19/2024 VV BY: 00Q Q N d- 5- CO CDO _ II m m N CO ---I N N m W o N W CO LU J ~ W z O � Wo Uri q� 0 0o Q W F- Q 0 O z CO ON P O � � N is cc�`'� CC) N Co 00 Z O � z N LJ ID Y Z W U 120 W = O LL. CN Q Co Of O O Z Q Z o J J Q o W W J 0 of O j O Z Q M O I Q a r- = CM O CL O Q LLo m = W N Nov 25 2024 CITY OF EDMONDS EVELOP�IRVICES DE IT J CO rn O m o U +j U �--+ a (n aD Ul L.L.I o .- W U z W 6' Q� LL-j 1N� W v C) m 0 W W n SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM G IN THE SW114, SE114., SEC-13, T.27N.., R.3E., W.M. SNOHOMISH COUNTY., WASHINGTON NOTE: ALL FINAL RESTORATION IN THE RIGHT OF WAY SHALL BE C O M P L E T E D BY T Mr- C O N T RACTO R -NOT T Mr- CITY Ur- E D M O N D S Utility patches shall 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 NOTE: ALL EXISTING FAILING DAMAGED 0 R N 0 N -ADA C 0 M P L IAN centerline of roadway. Where utility patches extend into both travel lanes then a full width overlay is required. FRONTAGE IMPROVEMENTS SHALL BE REMOVED AND REPLACE ;7,WM AS DETERMINED BY THE CITY ENGINEERING INSPECTOR. . . . . . . . . . NEW AC ROAD APPROACH 47 SF ....................................... ............................................ ............... ............... SS SS SS SS SS Ss _SS SS t I W W G R G SS Ss s ................. ................ . .F . . �. G G G G G 1(lth PI AC; G G G . . . N WWW. W W W W W W .W. 24'-0" 9'-11.5/8". . . . . . . . EXISTING 3/4" WATER METER TBR DISCONNECT EX 3/4 SERVICE AT THE METER 3 _AI-4 1 U'59" E 100.00' i i - AND ADD HOSE BIB WITH AVB. EXISTING POWER POLE IE= 114+ NEW 4" VC SIDE SEWER ' • 'ti �a: •: ", � : •°:y' -' •a". MATCH EXISTING ~ �' ~ REPLACE EXISTING ; �,.ya - •~ •;•• • ', ' ` 'r. PAVEMENT' i� 3'-2" 14 i 16 CL CL + T C JE —NATNE BACKFILL COMPACTED TO 95X, — SAND OR PEA GRAVEL NOTE: SEE INDMDUAL UTILITY PLANS FOR NUMBER & SIZE OF CONDUITS TYPICAL UTILITY TRENCH �Q Q N O N d- d COI CD II H m U_ CV CO P J Nm ui CD MI CO w Z o ¢p ¢ � 0 p mw < a = ¢ cn Q U) z 0 Lu Lu Q 0 I ON � r CONNECT TO EXISTING STUB : f•,:p +•,r , •��: �. • : ti i• �._._ 0W j y• • �+ '' +' V p ' ~. •;A':•' ' ,f;' �,. .Q:.+:~ :~: NEW 1" WATER METER WITH NEW �8 '.: �; •,,.-f :. • . '�. '�~' 1" TYPE K COPPER WATER SERVICE FROM MAIN TO METER zorf 7 ,. L o / . o • f4.. '''• '~ ' �r ' : ''u' o� c m PER STANDARD DETAIL WA 130 o ' ',•:• ,. _A. •~: W GRAPHIC SCALE Q Q M :�'-'.:• . "'' :_ �D SIDE SEWER NOTE. W1 Oki?, 0 10 20 Z z — - ��:: �'r:':-f�''•�.�: �''��''�•''�{•�� �� THE SEWER LATERAL FROM THE ' : .•.. 0 C/) � 25' F NT YARD -------------------------------------------------- a- _ �4t• . _ ••_ :.4:.: ,Sri . , r�.` :,�: : , `• o C) •---------------------------------------•-=-=v=---4.•---=-: -- : -.-.:�_--- NEW 87LF 1 1 2" HDPE WATER SERVICE Lg �' S ACK -r': ' -r� b+ ';rx' ':a :�: '� � %% INSTALL TRACER WIRE OVER WATER LINE r RESIDENCE'�������_:�':: ° MAIN TO THE PROPERTY LINE >N FEET V L m o / SS .d;■:'' •;r • �' '. •�.''' ' �i� 1 inch — 10 fi~ z BONE -WAY IE- „5 :r:.:r:4~ '.::' 'r•': SHALL EITHER BE REPLACED OR LINED Q CLEANOUT c� m •.. r' WITH45' •� ::' • '. •,••- r.� ••rti: • ��� ��, • '.-r,. •r.+o. 2' BEND AND rf:'� • ���• ''�''�'' '�`p '�97�a•':�°.x�', DEPENDING ON THE CONDITION OF THE PIPE N ONE-WAY (MAX) CAP; SEE o '.;• f•' •'' 1• •' Q• ,�.+ ',•• ■• �'~':;�. •_,.�•� CLEANOUT STD SS-200B :.:'+' �b`••'� '.�''�' '+ �..• 'r•• '''' o'' " •'� CONTACT engineeringpermits@edmondswa.gov CID °° (TYP); SEE L '�~•i/..�'�; •tia: r •i. _,•► �� STD SS-20oB A�''�.f'•.-:: °� TO HAVE THE SIDE SEWER INSPECTED z `St. 18y- NOT TO EXCEED 100' BETWEEN CLEANOUTS ;A� � 'ti • '4f'� +ti ' • ;';'.:+; ; • 'r �;'• 0 ONE-WAY CLEANOUT (WYE WITH CAP \ +::�'•'• ' �'.. ~ • ' ~. "' ' ..4 �� U,J O AND CLEANOUT COVER) AND CONCRETE TWO-WAY CLEANOUT�(W/ CAP •�:::$ '' '•''.:d:,�' •:a::::::. ' o THE 6 C.O. AT THE PROPERTY LINE _ N LEVELING COLLAR; SEE STD SS-200B AND CLEANOUT COVER) AND '•'4� .••. - �� (SEE NOTE 5) CONCRETE LEVELING COLLAR; r r • SHALL HAVE A 12 CAST IRON LAMPHOLE �0Y z SEE STD SS-200C (SEE NOTE 5 & 6) ��� =z w COVER WITH 1/2" HEX BOLTS AND PICK HOLE w o CD AND A CONCRETE PAD CONSISTENT WITH CITY STD SS-200A 0° NOTES: o \ %% \\\� = O 1. SEWER PIPE SHALL BE SDR-35 AND JOINTS SHALL BE GASKETED. _Z: \ 2. PIPE SLOPE TO BE 2% MIN AND UP TO 50% MAX. w 3. SEWER CLEANOUT LID TO BE 12" CAST IRON CLEANOUT COVER WITH 1/2" HEX � N BOLTS AND A PICK HOLE. EAST JORDAN IRON WORKS PRODUCT #00366102 OR APPROVED EQUAL. 4. LEVELING COLLAR SHALL BE CONSTRUCTED AS FOLLOWS: • IN ROADWAYS PER COE STD DWG GU-424 I I • IN SIDEWALK/LANDSCAPED AREAS, EITHER 24"x24"x6" DEEP CONCRETE COLLAR OR 24" DIAMETER x 6" DEEP CONCRETE COLLAR 5. TWO-WAY CLEANOUT SHALL ONLY BE USED IN CITY ROW/EASEMENTS. WITH APPROVAL FROM THE CITY ENGINEER, IT SHALL BE USED IN LIEU OF A ONE-WAY CLEANOUT, IF ONE-WAY CLEANOUT CANNOT BE PHYSICALLY INSTALLED AT THE EDGE OF ROW/EASEMENT. TWO-WAY CLEANOUT SHALL BE INSTALLED AS CLOSE AS POSSIBLE TO EDGE OF ROW/EASEMENT. c� 6. TWO-WAY CLEANOUTS SHALL NOT BE INSTALLED ON PRIVATE PROPERTY. w REVISION DATE CITY OF EDMONDS MARCH 2O24 SEWER CLEANOUT DETAILS PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH S S — 2 0 0A I O En (V TREE PROTECTION NG 8" 2Y THE 0 SITE PLAN PROVIDED BY POINT OF VISION ARCHITECTS SURVEY PROVIDED BY GROUNDMARK SURVEYING., PLLC CALL 811 BEFORE YOU DIG 4'-10" NEW ACER '�' ':i'' •�; :r ;� ~ .r. •.. •�;.�' ' �:.�: RUBRUM TREE N 40010'59" E 100.00' ,24 Q CD O LEGEND ° z Q C:) C:) W WATER LINE Q J rn W o _ U) U SS SEWER LINE w w ~o Q O 0 G GAS LINE Q 0 Ld P UNDERGROUND POWER T_ W � N ERF Lu D ASPHALT PAVEMENT Nov 25 2024 CITY OF EDMONDS EVELOP�rFENRVICES a• • f .a: • • a' PERVIOUS CONCTRETE DE TA T ' PAVERS --� EXISTING CONTOUR LINE 0- NEW CONTOUR LINE00 o NOTE: THE NEW HOUSE SHALL BE I. KEYSTONE RETAINING WALL PROVIDED WITH A CITY APPROVED EXISTING WATER METER N p SANITARY SEWER CLEANOUT m FIRE SPRINKLER SYSTEM 120.5 �' �-' X SPOT ELEVATION wCDL BLD2024-0257 CUT - 430 CY > W� '— wco U z w j, FILL = 0 CY APPR VED F R N TR TI N k W N N 0 0 COS U C 0 `� w CITY OF EDMONDS 'CO�� ENGINEERING DIVISION >_ DATE: APPROVED AS NOTED W J2�,, Wt,I kdit~.tv�.2 12/19/2024 � BY: w n SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM (+ 1 /32", -0" TYP I 4' I �J 16%22" 04DENING 4' 17-3 4-x23-3/4- + 25- SECTDON A -A 25' 1 1 1 /2' A A . 40 n ^ SEE o NOTE , • _3/4" LEVEL PAD 16 3/4" x 2-1/4' x 1/8' PJ.ad CEMENT CONCRETE CURB PAVEMENT, DEPTH VARIES GUTTER �,- ' �- - - ---- PRECAST CONCRETE RISERS CATCH BASIN WALL ZMMG& SECTION B-B CURE OR CURB AND QUIT B<7 ��j/(����'���`: B EJ P1m NOTES: 1 DRILL AND TAP FOR, AND PROVIDE, TWO LOCKING BOLTS 5/8--11 NC STAINLESS TYPE 304 STEEL SOCKET HEAD (ALLEN HEAD) BOLTS. 2' LONG 2. FRAME MATERIAL IS CAST IRON PER ASTM A48 CLASS 30 OR BETTER. 3, SET FRAME TO GRADE AND CONSTRUCT ROAD AND GUTTER TO BE FLUSH WITH FRAME 4 MATCH CENTERLINE OF CATCH BASIN TO CURB UK FOR TYPE 1 AND 1-L 5- VANED GRATE SHALL BE INSTALLED ON CONTINUOUS ROAD SLOPES. HERRINGBONE GRATES SHALL BE INSTALLED IN ALL SAGS AND SUMPS, 6 CURB/CURS AND GUTTER AS REQUIRED BY THE CRY ENGINEER. REVISION W. E CITY OF EDMONDS STANDARD JANUARY iota FRAME INSTALLATION PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED 6Y R. ENGLISH S D — 3 2 0 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) ll APPROVED TACK OR APPROVED EQUAL AND SEALED PER WSDOT STD 5-04.3(4)A. 1' SLOPE EXCAVATION TO AVOID UNDERMINING EXISTING PAVEMENT. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EXISTING. . . . . . . . . . . . . . . . . . . . . . . . HMA......................................................................... EXISTING °Q MATER AL a BEDDING MATERIAL (1-1/4" MINUS) CRUSHED SURFACE BASE COURSE (SEE NOTE 3) 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. `St. 18y., REVISION DATE CITY OF EDMONDS TYPICAL HMA AND APRIL 2021 UTILITY PATCH PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH G U - 41 0 FOUNOARY NAME 1/2- LETTERS RECESSED TO BE FLUSH THIS SIDE TO CURB BAR (TYP) n 7/8" SLOT �' L (TYP) 4 �r�n ,. �,� of T�►� N I 7-1/4- FOR 11. MACHINING CLEARANCE r Nis BAR 1' THICK (TYP, 4 PLACES) BARS 1-5/8- THICK THIS AREA -BARS 1-3/8- THICK THIS AREA ,I 1---1-1/4• \ ( I \­ LEVELING PADS SEE 6-3/4' x 3/4" . 11,1.8" DETAIL TOP VIEW BELOW BOTTOM VIEW 2 .'.-1,," 4' 1-3/a 17-3/4- I 1 F1 1-7/16-r2-1/2' ` 20 1/16'j —3/4' 1 - R-7 :'4" -- 1-3/4• 3/4' 1-3/4' == - 17-1/2' SIDE VIEW END VIEW _,,4• r3/4- _ . I N' ROUND J I-1 /2' 5/8" ELLIPTICAL TANGENT BETWEEN TWO RADII SLOT DETAIL OPTIONAL DESIGN FOR SEE NOTE 1 GRATE OPENINGS ENDS NOTES: 1 SLOT FORMED AND RECESSED FOR 5/a•-11 NC X 2 SOCKET HEAD (ALLEN HEAD) 800 2 GRATE SHALL BE DUCTILE IRON, 3 SHALL CONFORM TO SEC 9-05,15 OF THE WSDOT STANDARD SPECIFICATK}NS 4 USE HERRINGBONE GRATE IN CURB LINE OF SAGS AND SUMPS. 5 USE FRAME SHOWN IN STANDARD DETAIL �JANUARY :IS UN CA"E CITY OF EDMONDS PARKING LOT/ 201a AREA GRATE PUBLIC WORKS (HERRINGBONE) STANDARD DEPARTMENT DETAI L APPROVED W R. ENGUSH S D- Z 4 SEE COE STD DTL GU 410 rn O�w a o m BEDDING MATERIAL (1-1/4" MINUS) 6" MINL > CRUSHED SURFACE BASE COURSE (SEE NOTE 2 BELOW) / w D_ D_ 6" MIN // // / // // // // / FOUNDATION (IF REQUIRED) SEE NOTE 4 8" MIN I-- ----4 8" MIN SEE NOTE 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 SEE APPUCABLE STANNOARD DETAILS FRAME AND GRATE PIPE ALLOWANCES PIPE MATERIAL MAXIMUM INSIDE DETER REINFORCED OR � 2 - PLAIN CONCRETE ALL METAL PIPE - SOLID WALL PVC . L - (WSDOT STD SPEC 9-05,12(1)) PROFILE WALL PVC t 5 (WSDOT STD SPEC 9-05.12(2)) 5 S• 5 qw. 4m. 6'. OR 12- 1 NOTES. RISER SECTION 1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 9-05.50(3) 2 AS AN ACCEPTABLE ALTERNATIVE TO REHAR, WELDED WIRE fit• FABRIC HAVING A MIN AREA OF 0.12 SOUARE INCHES PER 1 �\ / 4ovv FOOt MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY TO ASTM A497 (AASHTO M 221). WERE FABRIC SHALL NOT BE PLACED IN KNOCKOUTS �LN '4Gy 3 APPLY NON -SHRINK GROUT TO INSIDE AND OUTSIDE OF All JOINTS. RINGS. RISERS AND FRAMES, 4. ROUND KNOCKOUTS MAY HE ON ALL 4 SIDES, WITH MAX DIAMETER OF 20' KNOCKOUTS MAY BE EITHER ROUND OR "D' SHAPE. N 5 THE MAX DEPTH FROM THE FORSHIED GRADE TO THE 1 PIPE INVERT IS 5'-0". 6 THE TAPER ON THE SIDES OF THE PRECAST BASF SECTION AND RISER SECTION Si4ALL NOT EXCEED 1 /2'/FT 7. CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE f WITH STANDARD SPECIFICATIONS MATING SURFACES SMALL BE FINISHED TO ASSURE NON -ROCKING Fit WITH ANY COVER POSITION. (MEASUREMENT AT THE TOP OF THE BASE) S. VERTICAL EDGE OF RISER SHALL MOT BE MORE THAN 2- PRECAST BASE SECTION FROM VERTICAL EDGE OF CATCH BASIN WALL IIgIY ll,.l,.l, flW.i MQ M11 fll. t� IUIMI [1111pG CITY OF EDMONDS PUBLIC WORKS DEPARTMENT CATCH BASIN TYPE I APPROVED BY R. ENGUS•H ?ELISION GATE SEPTEMBER 2023 STANDARD DETAIL SD-303 HAUL TO r; MOUNTLAKE TERRACE REFUSE CENTER BLD2024-0257 HAUL ROUT MAP APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION DATE: J.�PWP.fiu.au . ��1e,:0z, BY: � N O (D � m m I I I- N o c) w �I ui w Z > u�¢ � mw ¢ a w o ai o 0 0 ¢ c=n U) z 0 w cr- r 0 z W 0 9 6 z 0 T J o N z W Q W 0 Y Z 0 Lu 0 U m LL N Q O 0� O) CD 0 z Q o > CD J J Q _ u (-54 � J 0 De O w J o Z W M 0 a- 0 LN 0 Q f` 00 � W I— N Nov 25 2024 Y EDMONDS DE NT SERVICES DEPPfI2TMENT n o � 00 W • — 0 m o U a.) Cn a, Q Cn W_ O� aoi •— Wc"j � U Z LLJ < a� Q�wZN� CN o`er -(Z' L�J U 0000 00 0 LU a- LU a - SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM .LS TH IN DE FULL WIDTH GRESS/EGRESS DETAIL NOTES: 1� THE MINIMUM LENGTH SWILL 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 1 S- WIDE MIN, SEE TABLE BELOW FOR REQUIRED LENGTH. NOTES. i 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 MWNTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT OFF SITE AND/OR ONTO PUBLIC RIGHT-OF-WAY THIS MAY REOUIRE PERXXAC 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/OiR ONTO PUBLIC RKtff-OF-WAY MUST BE REMOVED IMMEDIATELY 3 WHEELS S"ALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO LEAVING THE SITE WHEN WASHING iS USED. iT SIIALL 8E DONE ON AN AREA STABILIZED WiTH QUARRY SPALLS AND WHICH DRAINS INTO AN APPROvED SEDIMENT TRAPPING -DEVICE 4.INSPECTION AND NEEDED MA04TENANCE 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 S t . 189, • PROVIDE ATB OR ASPHALT TRANSITION WHERE FRONTAGE ROAD IS AN ARTERIAL LENGTH TO BE DETERMINED BY CITY INSPECTOR CITYOF EDMONDS PUBLIC WORKS DEPARTMENT CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN STABILIZED CONSTRUCTION ENTRANCE ': 4`' R ENGLISH CATCH BASIN NOTES: REVISION DAT E JANUARY 201 a '7A N DARD DETAIL ER-901 GRATE FILTER SOCK WITH OVER FLOW HOLES (n'P) CATCH BASIN 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. REVISION DATE CITY OF EDMONDS TEMPORARY JANUARY 2018 SEDIMENT TRAP PUBLIC WORKS FOR CATCH BASINS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH E R - 9 02 GENERAL NOTES I. ALL MATF.RiAi-S AND WORK SHOWN ON THESE. PLANS SHALL CONFORM T(1 THE CITY OF LDMONDS STANDARD PLANS AND DETAILS. THE FOLLOWING SPECIFICATIONS AND CODES. AND ALL OTHER APPLICABLE LOCAL MUNiCIPAL. STATE,. AND FEDERAL. CODFS. RULES AND RFGULATIONS: CURRENT INTERNATIONAL BUILDING CODE (IBC') 2016 WSDOT:'APWA STANDARD SPECIFICATIONS FOR ROAD. BRIDGE AND MUNICIPAL CONSTRUCTION WASHINGTON STATE DEPARTMENT OF ECOLOGY STOR.MWATTR MANAGEMENT MANUAL FOR THE PUGET SOUND BASiN ICI.IRRENT EDITION) 2. STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAW INGS REFER TO CITY OF EDMONDS STANDARD DETAILS, UNLESS NOTED OTHERWISE z. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSiTE WHENEVER CONSTRUCTION CTION IS IN PROGRCSS. 4. DLVLATIONS I -ROM THESE PLANS MUST BE APPROVED BY THE ENGINEER OF RECORD AND TI IE LOCAL GOVERNING ALTHORFIY_ 5 CONTRACTOR SHALL RECORD ALL APPROVED DEVIA"LIONS FROM THESE PLANS ON A SET OF "AS -BUILT" DRAWINGS AND SHALL SUM.N1.-okR17.E ALL AS- BUiLT CONDITIONS ON ONE SET OF RFPRODLUBLE DRAWiNOS FOR SUBMITTAL 10 11-IE OWNER PRIOR PROJECT COMPLk I'IUN AND ACCF-PTANC'E. A SET OF AS -BUILT DRAWINGS SIIALL BE SUBMITTED TO Ti IE CITY OF FDMO`DS PRIOR TO FINAL APPROVAL. OF THE BUILDING (WCUPANCYTINAL PROJECT APPROVAL, 6. ELEVATIONS SHOWN ARE IN FEET, SEE SURVEY FOR BENCHMARK INFORMATiON. 7. THE: LOCATIONS OF EXISTING UTILITIES AND SITE FEATURES SHOWN HEREON RAVE BEEN FURNISHED BY OTHERS BY FIELD SURVEY OR OBTAINED FROM AVAIi.ABI.E RF(-(_)R.DS AND SHOULD THFRFFORF BE CONSiDFRFD APPROXIMATL ONLY AND NOT NEC:ESSARIL1' COMPL01. IT 1S THE SOLE. RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF AtA. UTiI.iTY LOCATIONS SEIOVA� AND TO FURTHER DIS(l) ER AND PROTECT ANYOTHER UTILITIES NOT SHOWN R RI ON WHICH 1*tAY' BL AFFECTED BY THE IMPLEMENTATION OF THiS PLAN. CONTRACTOR SHALL VERIFY LOCATION, DFPTH. SIZE. TYPE AND CONOMON OF EXISTING 1.TTiLiTl' LINES AT CONNECTION OR CROSSING POINTS BEFORE TRENCNIN+G FOR NEW UTILITIES ENGINEER ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THE EXISTING UTILITIES AND SITE: FEATURES PRESENTED ON TRESE DRAWINGS. ENGINEER SHALL BE: NOTIFIED IMMEDIATELY OF CONFLICTS THAT ARISE. R. C'ONTRAC"fOR SI{ALL LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION A.`U SIIALL CONTAt'T T1lE UNDERGROUND Lrf1LITIES LOCATlOti SERA ICE I 1-8W-424-55551 AT LEAST 481IOURS PRIOR TO CONSTRUCTION. 2' x 2' WOOD/STEEL FILTER FABRIC SECURED TO 2' x 2' 14 GA WIRE FABRIC EQUAL NATIVE BACKFiLL MATERIAL nLTER FABRIC MATERIAL IN COtMNOUS ROLLS USE STAPLES OR WIRE RtNGS 10 ATTACH FABRIC TO WIRE 2' it 2' WOOD/'STEEL POSTS WIRE MESH FENCE oil I / FTO ABRIC PORT FILTER IN 116, i////jN�%j�j%& NNINNj���NNI N4-N �N/N�j� BOTTOM MATERIAL 8" TO 120 6' MAX i CONTRACTOR/ DEVELOPER SHALL MAINTAIN AND ENSURE PROPER EROSION CONTROL THROUGHOUT PROJECT 2 SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION ACTIVITY_ CITY OF EDMONDS PUBLIC WORKS DEPARTMENT CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METE400S BEFORE OTHER WORK CAN BEGIN FILTER FABRIC FENCE FILTRATION SYSTEMS APPROVED Fly R. ENGLISH REVISION DATE JANUARY 201a STANDARn, DETAIL ER-900 9. CONTRACTOR SHALT. VERIFY ALL CONDITIONS AND DIMENSIONS AT THE PROJECT SITE BEFORE STARTLNG WORK AND SHALL N0TI1:Y OWNLRIS REPRESENTATIVE OF ANY DISCREPANCIES. 10. PIPE LENGTHS WHERE: SHOWN ARE APPROXIMATE AND MAY CHANGE DLIF TI > FIELD CONDITIONS. 11, CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECIINICAL REPORT iWHERE APPLI AIH.W AND SHALL. THOROUGHLY FAMiLIARIZE: HIMSELF WITH TIEE CONTENTS THEREOF. ALL SITE WORK SHALL BE PERFORMED iN STRICT COMPLIANCE WiTH THE RECOMMENDATIONS OF THiS REPORT, 12. STRUCTURAL VILL MA ITRIAL AND PLACEMENT SHALL_ CONFORM TO THE RECOMMENDA'f IONS OF THE PROJECC GEOTECHNICAL REPORT. 13, SUBt.;RADE SOILS iN ALL AREAS WfiERE RAIN GARDENS, INFILTRATION OR PERVIOUS PAVEMENT IS TO BE PLACED SHALL BE DELINEATED AND PROTECTED AT ALL TIMES FROM COMPACTIVE ACTWITIES (i.e. HEAVY FQIJIPME:NT, t r(X-KP11.ING). 14. MANHOLES, CATC11 BASIS. UTILITIES AND PAVEMENT SHALL BEAR ON MEDIUM DENSE TO VERY DENSE NATiVE W- L OR COMPACTED STRUCTURAL FILL. IF SOIL. IS DES'1'URBED, SOFT, I.CX)SE, %�'FT OR IF ORGANIC MATERIAL IS PRESENT AT SUBGRADE ELEVATION, REMOVL AND REPLACE WITH COMPACTED STRUCTURAL FiLL PER GEOTECHNICAL REPORT. 15. SEE Stl*RVP--N' ANI) ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND LOCATIONS OF BUILDINGS, LANDSCAPED AREAS AND OTIIER PROPOSED OR EXISTING SITE FEATURES. 16. SEE ARCHITECTURAL DRAWINGS FOR PERIMETER FOUNDATION DR.A1NS. FOUNDATION DRAINS SIIALL BE INDEPENDENT OF OTHER SITE DRAIN LINES AND SHALL HE TI(iHTLINVT) TO THE S1-0RM DRAIN SYS*FFM. WHERE INDICATED ON I11E P ANS 17, ALL REQUIRED STORMWATER FACILITIES MUST BE CONSTRUCTED AND iN OPERATION PROOR TO iNSTALL.ATION OF ANY PAVFMFNT UNLESS OT1-tERWISE APPROVED BY THE ENGINEER, 18. ALL ROOF DRAINS. PERIMETER FOUNDATION DRAINS, CATCH BASINS AND OTHFR EXTERNAL DRAINS SHALL. BE CONNFCTE[) TO T14F STORM I)RAiNAGE SYSTEM, UNLESS NOTED OTHERWISE_ 19 ALL FOOTING DRAINS SERVING BUILDINGS. SHALL CONNECT TO THE DRAINAGE SYSTEM AT THE CA'['(.'H BASIN DOWNSTREAM OF HOUSE: FOOTINGS. 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 QUALI TY TECHNICIAN, A COPY OF THE BACKFLOW TEST REPORT. TEST REPORTS CAN BE FAXED TO 425-744-6057 OR EMAiLED TO JEFF.KORI.YK0!Fr)MOND.%% AA )V, NAC'KH OW TE:STiNO SHAI.i. 14L COMPLETED E3Y THE OWNER ANNUALLY THCREAP-111. 22. AS A MiNiMUM REQUIREMENT. ALL DISTURBED AREAS OIL AND OFF SiTE SHALL. HE RETURNED TO THE F001VALEN7 OF THEIR PRECONSTRUCTION CONDITION iN ACCORDANCE WITH APPROPRIATE REQUIREMENTS AND STANDARDS. 23. ALL DISTIRBED SOIL AREAS SHALL BE: C'OMP091 AMENDED AND SEEDED OR STABILIZED BY OTIIER ACCEPTABLE METHODS FOR THE PREVENTION OF ON - SITE EROSION AFTER THE COMPI F.TION OF CONSTRUCTiO\. SEE EROSION CON IRO►. PLANS FOR SPEC IFI(' GRADING AND EROSION CONTROL REQUIREMENTS. 24, THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY SWEEPING. WASHING OF'THESE STRELI S A'ILL NUT BE ALLOWED W'ITHOUT PRIOR APPROVAL. 25. THiS PROJi:CT IS NOT A BALANCED EARTiIWORK PROJECT BOTH FXPORT AND IMPORT OF SOIL AND ROCK MATERIALS ARE: REQUIRED_ 26. SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED CONTOURS OR SPOT Fi_.EVATiONS SHOWN, 27. FINISHED GRADE SI{ALL SLOPE AWAY FRONI BUILDING WALLS AT MINIMUM 5% SLOPE FOR A MINIMUM DISTANCE OF 10 FEET. 28, CONTRACTOR SHALL RE RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN SHORING AND HRA('ING AS NECESSARY TO PROTEC-T WORKERS. EXISTING BLiILDI `CAS. STREETS. WALKWAYS, UTILITIES AND OTHER EXISTING AND PROPOSED IMPROVEMENTS AND EXCAVATIONS AGAINST LOSS OF (;ROUND OR PAVING EMBANKMENTS. CON 1 RAC'T'OR SHALL ALSO Bk RESPONSIBLE FOR REMOVAL OF S110R1NG AND 13R1C1NG. AS REQUIRED. 29, CONTRACTOR SHALL OBTAiN APPROVAL FROM THE CiTY AND FOLLOW CiTY PROCEDURES FOR ALL WATER SERVICE INTERRUPTIONS, HYDRANT SIEUTOFFS, STREET CLOSURES OR OTHER ACCESS RESTRICTIONS, ('ONTRA('TOR SHALL NOT RELOCATE OR F LIMINATF. ANY HYDRANTS WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE DIRE MARSHAL. 30. COORDINATE AND ARRANGE FOR ALL LTiLITY CONNECTIONS, UTiLrrY RELOCATIONS AND. -OR SERVICE INTERRUPTIONS W1111 THE AFFECTED OWNERS AND APPROPRIATE t►11LITY COMPANIES. CONNECTIONS TO EXISTING UTILITIES SHALL BE MADE ONLY WM-i ADVANCE W'RiTTEN APPROVAL OF THE ALTHORiTiES GOVERNING SAID LiTiLi ES, 31 ALL L►TELITlES SHALL BE PLACED UNT)ERGROUND, 32, EXISTING UTiLIT"I' LINES IN SERVICE W1i1CH ARE DAMAGED DUE TOCONSTRUCfION WORK SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE AND INSPECTED AND ACCEPTED BY CITY OF EDMONDS AND OWNER'S REPRESEN-IATiVE PRIOR TO BACKFILLING 33. NE\k' U'11LTTY LOC'ATIONS ARE GENERALLY SHOWN BY DIMENSION. WHhRL NO DIMENSIONS ARE 1NDIC'ATT:D. LOCATiONS'10AY BE SCALED FROM DRAWINGS. FiELD ADJUSTMENTS SHALL BE APPRo \'F.D BY OWNERS REPRESENTATIVE AND CITY. 14 FIELD STAKE ALL UTILITY STUBS AT THE PROPERTY LINE. 35 TRENCH BAC'KFILL OF IMLiTIE.S L(X'ATED WITHIN THE C'TTY RiGHT-OF-W'AY SHALL BE COMPACTED TO 95"�. COMPACTION TEST REPORTS SI [ALL BE PROVIDED TO T!-IE CITY PRIOR TO PAVING. 116. W'HERF. NEW PIPE. CI.F.ARS ,AN F.XiSTiN6 OR XM" UTi1_iTlr' RY 6" OR LESS, PLACE ETHAFOAM 200 CUSHION BETWEEN THE UTILITIES_ 37, SEE MECHANICAL DRAWINGS (WHERE APPLICABLE) FOR CONTiNUATION CIF SITE UTiLiTIFS WITHIN TEIE: BUILDING. =s. SEE ELECTRICAL DRAWINGS (WIEERE APPLICABLE) FOR EXTERIOR ELECTRICAL WORK. 19. SEE LANDSCAPE DRAWINGS (WHERE APPLICABLE) FOR SITE IRRIGATION SYSTEM, -W. PIPE MATERIAL AND SIGNAGE SUBMITTALS SHALL BE PROVIDED TO CITY ENGINEERING DIVISION FOR APPROVAL PRIOR TO TNSTALL.ATION. Rcviscd 05.15.2017 BLD2024-0257 APPROVED FOR CONSTRUCTION C�I�'o9�°�MONDS onre: lei wr.,....,,. a .,20.,vv L'"'E N O 00Q N Q COI o � �t m 00 �� CV CDui �I wz o U o o Q U) U) z 0 w w Q 0 0 z W 0 ►i Z o O W CD Z W Q Iz W 0 Y Z Lu C) L7] = o LL Q 00 rn o 0z z Q CD o J J Q cy) W o 0 CD 0 CD CD .-I z Q cy) W 0 n o CD 00 a I-cv X CDO Lr) Q � m = W I- CN Nov 25 2024 CI�N�OFfDMONDS DEV OPM T SERVICES D FjTMENT n 00 rn (D a; •- o E CD-) m o U �j U cn a, Ld .- w UzwC` Q�wzN� IN�� W 0cu m 0 Lu Lu SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM SMH RIM=115.39'/ SITE ADDRESS: 1520 10TH PL N EDMONDS, WA 98020 �o oho• \rye 00 �P PQ� LEGEND: ASPHALT SURFACE BUILDING LINE CENTERLINE 0 CONCRETE SURFACE r DECK j DECIDUOUS TREE EAVE LINE - OHP ELECTRIC LINE (OVERHEAD) EMO ELECTRIC METER FENCE LINE (WOOD) - GAS LINE (RECORD) MB O MAILBOX (RESIDENTIAL) U MANHOLE (AS NOTED) — — MAJOR CONTOUR LINE — — MINOR CONTOUR LINE ►�� MONUMENT IN CASE NAIL (AS NOTED) POWER POLE W/ LIGHT 0 REBAR (AS NOTED) - -- SEWER LINE SUBJECT PARCEL PROPERTY LINE WALL (AS NOTED) W WATER LINE (LOCATE PAINT) - WATER LINE (RECORD) r-1 WM WATER METER (DATE 1 REVISION HISTORY 1 ` k00. r� Roo. / / / / / / FENCE LINE t ALONG PROP LINE TAX PARCEL NUMBER: 27031300409000 AREA: TOTAL SITE AREA IS 11,300t SQUARE FEET OR 0.26t ACRES. LEGAL DESCRIPTION: THAT PORTION OF VACATED LOTS 18,19 AND 20, BLOCK 40, ORIGINAL PLAT OF NORTH EDMONDS, WASHINGTON, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 2 OF PLATS, PAGE 75, RECORDS OF SNOHOMISH COUNTY, WASHINGTON, AND OF VACATED NEWPORT AVENUE DESCRIBED AS FOLLOWS: BEGINNING AT A POINT NORTH 3834' EAST 10.00 FEET FROM THE INTERSECTION OF THE CENTERLINE OF NEWPORT AVENUE AND THE SOUTHEASTERLY LINE OF SECOND AVENUE; THENCE SOUTH 51'26' EAST 10.00 FEET NORTHEASTERLY FROM AND PARALLEL WITH THE CENTERLINE OF NEWPORT AVENUE, A DISTANCE OF 113.00 FEET; THENCE SOUTH 38' 34' WEST 100.00 FEET, THENCE NORTH 51'26' WEST 113.00 FEET TO THE SOUTHEASTERLY MARGIN OF SECOND AVENUE; THENCE NORTH 38*34' EAST 100.00 FEET TO THE POINT OF BEGINNING, PURSUANT TO STIPULATION AND AGREED JUDGMENT REFORMING DEED AND QUIETING TITLE TO REAL PROPERTY UNDER ACTION FILED UNDER SNOHOMISH COUNTY SUPERIOR COURT CAUSE NUMBER 13-2-08829-9; SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. BASIS OF BEARING: NAD83(2011) EPOCH 2O10.00, WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE PER GPS OBSERVATIONS. VERTICAL DATUM: NAVD88 PER GPS OBSERVATIONS. SURVEY NOTES: 1. THE TOPOGRAPHIC SURVEY SHOWN HEREON WAS PERFORMED IN SEPTEMBER OF 2023. THE FIELD DATA WAS COLLECTED AND RECORDED ON MAGNETIC MEDIA THROUGH AN ELECTRONIC THEODOLITE. THE DATA FILE IS ARCHIVED ON DISC OR CD. WRITTEN FIELD NOTES MAY NOT EXIST. CONTOURS ARE SHOWN FOR CONVENIENCE ONLY. DESIGN SHOULD RELY ON SPOT ELEVATIONS. 2. ALL MONUMENTS SHOWN HEREON WERE LOCATED DURING THE COURSE OF THIS SURVEY UNLESS OTHERWISE NOTED. 3. THE TYPES AND LOCATIONS OF ANY UTILITIES SHOWN ON THIS DRAWING ARE BASED ON INFORMATION PROVIDED TO US, BY OTHERS OR GENERAL INFORMATION READILY AVAILABLE IN THE PUBLIC DOMAIN INCLUDING, AS APPLICABLE, IDENTIFYING MARKINGS PLACED BY UTILITY LOCATE SERVICES AND OBSERVED BY GROUNDMARK LAND SURVEYING IN THE FIELD. AS SUCH, THE UTILITY INFORMATION SHOWN ON THESE DRAWINGS ARE FOR INFORMATIONAL PURPOSES ONLY AND SHOULD NOT BE RELIED ON FOR DESIGN OR CONSTRUCTION PURPOSES; GROUNDMARK LAND SURVEYING IS NOT RESPONSIBLE OR LIABLE FOR THE ACCURACY OR COMPLETENESS OF THIS UTILITY INFORMATION. FOR THE ACCURATE LOCATION AND TYPE OF UTILITIES NECESSARY FOR DESIGN AND CONSTRUCTION, PLEASE CONTACT THE SITE OWNER AND THE LOCAL UTILITY LOCATE SERVICE (800-424-5555). 3. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM EQUITY TITLE OF WASHINGTON, LLC ORDER/COMMITMENT NO. 23-116087, DATED AUGUST 18, 2023. IN PREPARING THIS MAP, GROUNDMARK LAND SURVEYING, PLLC HAS DONE NO INDEPENDENT TITLE RESEARCH AND HAS RELIED WHOLLY ON THE ABOVE TITLE COMMITMENT. 4. EXISTING STRUCTURE(S) LOCATION AND DIMENSIONS ARE MEASURED FROM THE FACE OF THE SIDING UNLESS OTHERWISE NOTED. 5. FIELD DATA FOR THIS SURVEY WAS OBTAINED BY DIRECT FIELD MEASUREMENTS WITH A CALIBRATED ELECTRONIC 5-SECOND TOTAL STATION AND/OR SURVEY GRADE GPS OBSERVATIONS. ALL ANGULAR AND LINEAR RELATIONSHIPS ARE ACCURATE AND MEET THE STANDARDS SET BY WAC 332-130-090. SCHEDULE B, PART II EXCEPTIONS EXCEPTIONS AUGUST EQUITY 2TITLE OF WASHINGTON, LLC ORDER/COMMITMENT NO. 23-116087, DATED 13. EASEMENTS, RESTRICTIONS, RESERVATIONS, CONDITIONS, AND OTHER MATTERS AS SET FORTH ON THE PLAT OF NORTH EDMONDS 14. ANY RIGHTS, INTERESTS OR CLAIMS WHICH MAY EXIST OR ARISE BY MATTERS DISCLOSED BY SURVEY RECORDED UNDER RECORDING NUMBER 8805045034 r / 0.3� \ 124A' \ apt � 5/0. / Q M `) / / 0 i / REFERENCES: / R1: RECORD OF SURVEY, RECORDING NO. 201701265005, / RECORDS OF SNOHOMISH COUNTY, WASHINGTON / R2: RECORD OF SURVEY VOL. 26, PAGE 278, RECORDS OF / SNOHOMISH COUNTY, WASHINGTON / R& PLAT OF LUND'S ADDITION, VOL. 46 OF PLATS, PAGES 231 & 232, RECORDS OF SNOHOMISH COUNTY, WASHINGTON / R4: PLAT OF CHITTENDEN'S ADDITION, VOL. 31 OF PLATS, / PAGE 75, RECORDS OF SNOHOMISH COUNTY, WASHINGTON / SUB ?5 2024 =EDMONDS IENT SERVICES 10 5 0 10 20 SCALE IN FEET Daniel BockMtSi]0W257 TAX PARCEL NO: 27031300409000 1520 10TH PL N, EDMONDS, WA 98020 TOPOGRAPHIC & BOUNDARY SURVEY SW 1/4 SE 1/4 SEC. 13, TWP. 27N, RGE. 3E, W.M. GROUNDMARK LA 1gGjoPLLC PH:(206) 580-3801 2712 E FIR ST SEAN®GROUNDMARKLS.NET SEATTLE, WA 98122 SCALE: 1" - 10' DATE: 9/25/23 1 JOB NO: 23150 SHEET 1 OF 1 SHEET 6 OF 6