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APPROVED PLN BLD2021-1719+Site_Plan+10.31.2022_4.03.23_PM+3195306LEGAL DESCRIPTION LOT 2, CITY OF EDMONDS SHORT SUBDIVISION, PLN2021-0039, AS RECORDED UNDER RECORDING NUMBER --------------, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHING TON. BASIS OF BEARINGS THE MONUMENTED CENTERLINE OF 76TH AVE. W., AS THE BEARING OF N 0029:34" E. BENCH MARK/DA TUM ORIGINATING BENCHMARK 3" BRASS SURFACE MON. W/'X" AT THE INTERSECTION OF 203RD ST. S.W. & 76 TH A VE. W. PER GPS OBSER VA TIONS ELEVATION : 432.01 IBM 'A" IN NORTH EDGE OF ASPHALT IN 203RD ST SW LOCATED ADJACENT TO SITE. (SEE PLAN FOR LOCATION) ELEVA TION: 425.05 DATUM : NA VD 88 SURVEYOR NOTES 1. THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF PARTIES WHOSE NAMES APPEAR HEREON ONLY, AND DOES NOT EXTEND TO ANY UNNAMED THIRD PARTIES WITHOUT EXPRESS RECERTIFICATION BY THE LAND SURVEYOR OF RECORD. 2. BOUNDARY LINES SHOWN AND CORNERS SET REPRESENT DEED LOCATIONS,• OWNERSHIP LINES MAY VARY. NO GUARANTEE OF OWNERSHIP IS EXPRESSED OR IMPLIED. THIS SURVEY WAS PERFORMED WI THOU T THE BENEFIT OF A TITLE REPORT AND DOES NOT PURPORT TO SHOW ALL EASEMENTS, RESTRICTIONS, RESERVATIONS, AND OCCUPATION WHICH MAY ENCUMBER TITLE OR USE OF SUBJECT PROPERTY. 203RD ST SW - - -�� N89 20'55 "W 104.00' r� shoo I I I I N I I 1 II11 it � 1 II I 1 1 I 1 I i I I Io zo o I to W 32.56' I ---- -- 16.4' W Z �- t o I IZ I 7.5' � � 7.5' 1 1 BUILDING h 1 SETBACK LINE LO N89 20'55 "W 103.91 LOT COVERAGE (PRE -DEVELOPED) GROSS LOT AREA: 22,559 SF ALLOWABLE COVERAGE (359) 7,896 SF HOUSE, COVERED PA T70/PORCH & GARAGE 2,443 SF PERCENT COVERAGE 10.83% PRE-RECORDED SHORT PLAT LOT COVERAGE / BSBL COMPLIANCE DETAIL SCALE: 1 " = 40' LOT COVERAGE (LOT 2) *TOTAL NET PROJECT AREA: 20,282 SF *ALLOWABLE COVERAGE (357.) 7,099 SF HOUSE, COVERED DECK & GARAGE 2,443 SF (LOT 2 ONLY) PERCENT COVERAGE 12. 059' *THIS LOT IS PART OF A CONSERVATION SHORT PLAT WHERE LOT COVERAGE WAS BASED ON THE TOTAL AREA ACROSS THE PARENT LOT. 7,099 SO. FT. OF TOTAL BUILDING COVERAGE IS AVAILABLE FOR LOTS 1 AND 2 OF PLN2021-0039. STORMWATER CONTROL SUMMARY PROJECT St TE CA TEGORY CA TEGORY 2 DISCHARGE LOCATION. ONSI TE INFILTRATION TYPE OF AREA SQUARE FOOTAGE STORY WA TER FACILI TY LAWN AND LANDSCAPE 8,991 SF SOIL AMENDMENTS ROOFS 2,800 SF INFIL IRA TION TRENCH HARD SURFACES 259 RETROFIT 1,150 SF 0 SF INFIL TPA TION TRENCH N.A. PROJECT CLASS/F/CATION PROJECT CLASSIFICATION. CATEGORY 2 EDMONDS WATERSHED BASIN. GOOD HOPE POND FLOW CONTROL STANDARD. INFILTRATION TRENCH MEETING LID PERFORMANCE STANDARDS. STORM WA TER BMPS: INFIL IRA TION TRENCH (T7.20) AND POST CONSTRUCTION SOIL AMENDMENT (T5.13) NE 1/4, SEC 19, TWP 27N, RGE 4E, W.M. 203RD ST SW SHORT PLAT - LOT 2 SITE DEVELOPMENT PLANS ' 27041900112400 27041900112300 1 7nelonnl�)�nn I I lI 1 27041900112000 1 27041900111900 k"---T203RD ST SW I / l TBM 'A '" MAG NAIL IN ASPHALT -� _-�- .�i�--------- - - --- I- ELEV 425.05 _-------- r 1 - SD- SS74------ -;-'A-�ssSS-=SSS-- - _SS- ------ I ,-'' - -/ - SS- SS--G--_=G----G-- X .� \ �- -SAS= _ -SS �\ I I �,----- T �- -- - --- --- - t- - -- -- 14 boo - - , N8920'55"W 1336.02' ,-' 15+00 -j �'� 211 i I I N---ly�'--- i I 1125.00,/ L /---W---W---TW-r -'D-W a-W-„-T�--W-S�--W---W-- W SE ------------ _L- - - - - - - - - - - - - z _�-------------- i ME 1 I EX FIRE HYDRANT �r 4 J 1 I II IN, ,f/------ I I 25"�bRAINAGE & JOINT I / UTILITY_EASEMENT (TYP) I � I � � III �✓ 1" WATER SERVICE INSTALLED II 15'PR/VATE 1 AS PART OF SHORT PLAT. I II ACCESS 8,579 SF_J 1 INSTALL 1" WATER METER j III EASEMENT I �7 I I I I I a0 I 1 27041900112600 III N I 10' PRIVATE NSEWER I I SHORT PLAT IMPROVEMENTS `II III I �� I EASEMENT LOT 7 TO BE CONSTRUCTED AS i I CONNECTED TO 1 PART OF THE 203RD ST SW 11STORM STUB SHORT PLAT (PLN2021-0039) III a �E 4222f- - - - I I PETER R & LETICIA HARVEY II 4 5.0", DRY UTILITIES I 7906 203RD ST SW DRIVEWAY TO BE SLOPED III F �� HEAT��P MP EDMONDS, WA 98026 TO DRAIN TO CATCH BASIN _ -1 (42-Y4 GT 1 27041900118200 INSTALLED AS PART OF SHORT PLAT RETAINING WALL TO BE CONSTRUCTED AS PART OF 1 THE 203RD ST SW SHORT PLAT (PLN2021- 0039) I I � I - I / / INSTALLED 1-1 2" PE 160 PSl / FROM WATER METER TO HOUSE N ' DETAILS. (TRACER WIRE TO BE N INSTALLED WITH WATER LINE) N, ' 425. 7 �I FG N ory 5, F �I I L 27041900112500 / N89 20 55 "W 103. 97' r - 1 i 59 4235t lE E 425.Otn B i CONNECTED TO r SEWER STUB r ----- - 4" /E 422.6f GARAGE RO DRAIN r 4" PVC ISEWER CONCRETE i I F 326.00 p 1.09' MIN � I,� o I SERVICEI ® 2.09 MIN DRI VEWA Y I r Q N 2.39 PORCHj v / I 16.451 r PROPOSED HOUSE I I; , 5 1 425.5 MAIN FF 428.00 I i BSBL FG I TYP 4" PVC \I FOOLO TING\\\\\\\\\ I N FG I N© FCPAT/0VERED I 1.0/ MIN I I - %I - -sC i I 1'v D 2 12,941 1,1F '"- - � 2 L - - \ N89 20 55 "W 103.91 ' LOT 8 PLAT OF I LOT 8 WOODLAND ESTATES NO, 2 PLAT OFJACKSON PARK NO. 2 VOL. 35, PG, 30 1 VOL. 17, PG. 70 IMPERVIOUS AREAS LOT 2 HOUSE+COVERED D/W, PATIO, PORCH, WALK 2,800 SF (ROOF LINE) UNCOVERED PA TIO AND WALK 50 SF UNCOVERED DRI VEWA Y 1.100 SF TOTAL = 3, 950 SF UTILITY NOTE ALL NEW UTILITIES ARE REQUIRED TO BE INSTALLED UNDERGROUND. CONSTRUCTION NOTE APPLICANT SHALL REPAIR/REPLACE ALL DAMAGE TO UTILITIES OR FRONTAGE IMPROVEMENTS IN CITY RIGHT-OF-WAY PER CITY STANDARDS THAT IS CAUSED OR OCCURS DURING THE PERMITTED PROJECT. GRADING QUANTITIES CU T.- f 150 CU YDS FILL: f 150 CU YDS 1) GRADING QUANTITIES INCLUDE ADDITIONAL CUT AND FILL QUANTITIES POTENTIALLY NEEDED FOR ORGANIC SOIL AMENDMENTS IN ACCORDANCE WITH BMP T5.13 POST CONSTRUCTION SOILS QUALITY AND DEPTH. 2) GRADING QUANTITIES HAVE BEEN ESTIMATED AS SHOWN ABOVE. SITE IMPORT AND EXPORT IS BELOW 10,000 CY AND THUS NO HAUL ROUTE AGREEMENT IS REQUIRED. BUILDING HEIGHT CALCULATIONS (AOG) SPOT ELEVATIONS FOR HEIGHT CALCULATIONS.• ELEVA TION A: 425.87 ELEVA TION B. 426.57 ELEVA TION C. 42Z 86 ELEVA TION D: 42Z 48 TOTAL: = 1,7OZ28 AVERAGE ORIGINAL GRADE (AOG) = 426.95 FINISHED FLOOR = 428.00 ROOF A T RIDGE = 451.16 ALLOWABLE BUILDING HEIGHT = 451.95 PER CITY OF EDMONDS (426.95 + 25 FT) CITY OF EDMONDS S.P. S-99467 - - A, F NO, 200007055001 LOT 2 DANIEL E & ANNAMARIE E JACKY 7910 203RD ST SW EDMONDS, WA 98026 27041900118500 - - - --I - - AOL nAk SCALE. 1 " = 20' 0 10 20 40 UTILITY SEPARATION REQUIREMENTS WA TER • 18" MINIMUM COVER FOR WATER SERVICES. • 3' MINIMUM HORIZONTAL SEPARATION BETWEEN WATER SERVICES AND ALL OTHER UTILITIES, EXCEPT SANITARY SEWER. • 10' HORIZONTAL SEPARATION BETWEEN SANI TAR Y SEWER AND WATER MAINS OR SERVICES. • 12" MINIMUM VERTICAL SEPARATION, FOR PERPENDICULAR CROSSINGS, BETWEEN WATER MAINS OR SERVICES AND ALL OTHER UTILITIES, EXCEPT SANITARY SEWER. SANITARY SEWER • 2' MINIMUM COVER FOR SIDE SEWERS & LATERALS • 5' MINIMUM HORIZONTAL SEPARATION BETWEEN SANITARY SEWER AND ALL OTHER UTILITIES, EXCEPT WATER. • 10' HORIZONTAL SEPARATION BETWEEN SANI TAR Y SEWER AND WATER MAINS OR SERVICES. • 12" MINIMUM VERTICAL SEPARATION, FOR PERPENDICULAR CROSSINGS, BETWEEN SANITARY SEWER AND ALL OTHER UTILITIES, EXCEPT WATER. • 18" MINIMUM VERTICAL SEPARATION BETWEEN WATER AND SEWER, SEWER LAID BELOW WA TER. STORM • 2' MINIMUM COVER FOR STORM SYSTEMS, UNLESS DUCTILE IRON PIPE IS USED. • 5' MINIMUM HORIZONTAL SEPARATION BETWEEN STORM AND ALL OTHER UTILITIES OUTSIDE AGENCY UTLI TIES • 36" MINIMUM COVER FOR JOINT GAS, ELECTRIC, TELEPHONE, CABLE TV SERVICE AND CONDUCTORS. • 36" MINIMUM COVER FOR A PRIMARY DISTRIBUTION SYSTEM. 2ND r-SW- 1- -J� _� �- r `� h I �l 3 192ND PL SW 196ThLLST SW '1 _ 37 �� L 196TH ST SW14 31- 3 of �WL_ 200TH ST SW ST S �- r �- 2d2ND ST sw I � __-r„ sr sw r - i I-T I P 203RD �SW -� 2 4TH ST SW n PO 7HTS� 99 T �� ! SITE 208TH Sr SW 21 TH ST ISW z / M PROJECT TEAM OWNER I APPL/CANT VICINITY MAP SCALE 1- = 2, 000' CIVIL ENGINEER SELECT HOMES RAM ENGINEERING, INC. 16531 13TH AVENUE W. #A 107 16531 13TH AVE W, SUITE A 108 LYNNWOOD, WASHINGTON 98037 LYNNWOOD, WA 98037 (425) 742-6044 (425) 678-6960 EMAIL: KAYLA.CLARK®OUTLOOK.COM EMAIL: ROBL©RAMENGINEERINGINC.COM CONTACT.- KAYLA CLERK CONTACT: ROB L. LONG, PE SURVEYOR PACIFIC COAST SURVEYS, INC. PO BOX 13619 MILL CREEK, WA 98082 (425) 512-7099 CONTACT. DARREN J. RIDDLE SITE DATA SI TE ADDRESS: 7922 203RD ST SW EDMONDS, WA 98026 TAX PARCEL lD NUMBER: 27041900112700 TOTAL SITE AREA: 12,941 SF (0. JO AC) EXISTING ZONING: RS-8 AGENCIES/UTILITIES JURISDICTION CITY OF EDMONDS WATER DISTRICT CITY OF EDMONDS SEWER DISTRICT CITY OF EDMONDS SCHOOL DISTRICT EDMONDS SCHOOL DISTRICT NO. 15 FIRE DISTRICT SNOHOMISH COUNTY FIRE DISTRICT NO. 1 TELEPHONE ZIPLEY ELECTRICAL SNOHOMISH COUNTY PUD NO. 1 GAS PSE GARBAGE REPUBLIC SERVICE CONSERVATION SUBDIVISION DESIGN (EDC 20.75.048) *SETBACK REQUIREMENTS: STREET SETBACK M/MINUM = 15 FEET REAR SETBACK MINIMUM = 10 FEET SIDE SETBACK MINIMUM = 5 FEET * PER EDC 20.75.048(8)(1) CONSTRUCTION SEQUENCE 1. REVIEW TEMPORARY EROSION AND SEDIMENT CONTROL NOTES. 2. CALL FOR UTILITY LOCATES. J. INSTALL TESC MEASURES AND MAINTAIN DUST CONTROL WHILE PREVENTING DISTURBANCE OF ANY AREAS OF VEGETATION OUTSIDE THE CONSTRUCTION ZONE. 4. 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. 5. ROUGH GRADE SITE AS REQUIRED TO INSTALL DRAINAGE FEATURES. 6. 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) 7. INSTALL UTILITIES AND OTHER SITE IMPROVEMENTS, INCLUDING FRONTAGE IMPROVEMENTS. 8. STABILIZE AND COMPOST AMEND ALL EXPOSED SOILS PRIOR TO REVEGETATION OF ENTIRE SITE. 9. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED UPON FINAL SITE STABILIZATION AND APPROVAL BY CITY INSPECTOR. SHEET INDEX 1 SP-01 SITE DEVELOPMENT PLAN 2 TP-01 CLEARING, GRADING & TESC PLAN 3 GN-01 GENERAL NOTES & DETAILS I Know what's below. Gall before you dig. BLD2021-1719 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY CITY ENGINEERING DIVISION RAMI ENGINEERING, INC. Civil Engineering / Land Planning 19109 36TH AVE W, SUITE 100 LYNNWOOD, WA 98036 PHONE: (425) 678-6960 WWW.RAMENGINEERINGINC.COM ':'Z� I an I ao I a� 018 O oc U U U 0 J U U U a W o zI-INI-)I'�* go WASH l� d 36508 W �� h'ECISTER�9 /O/Z8/22 ENGINEER: ROB L. LONG, PE DRA WN BY.• MIKE MORRIS ISSUE DATE: SCALE.• 12120121 AS NOTED JOB NO: 20-020 SHEET.• SP-0 1 SH T / OF 3