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ENG PROJECT ASBUILT - LFLEGAL DESCRIPTION LOT 1, 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 002934" 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 WITHOUT 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. EASEMENT NOTE ALL EASEMENTS SHOWN ON THIS PLAN WILL BE RECORDED WITH THE SHORT PLAT ELECTRIC VEHICLE CHARGING STATION NOTE THE VEHICLE PARKING SPACE WI THIN THE GARAGE SHALL BE ELECTRIC VEHICLE READY. THE GARAGE SHALL INCLUDE A FULL Y- WIRED CIRCUIT WITH LEVEL H OR LEVEL N (PER ECDC 1 Z 115) ELECTRICAL VEHICLE CHARGING RECEPTACLE OUTLET OR TERMINATION POINT, INCLUDING CONDUIT AND WIRING AND THE ELECTRICAL SERVICE CAPACITY (208 V/40 AMP MINIMUM) NECESSARY TO SERVE THE RECEP TABLE, THAT ALLOWS FOR FUTURE INSTALLA TION OF AN ELECTRICAL VEHICLE CHARGING STA TION. LOT COVERAGE *TOTAL NET PROJECT AREA: 20,282 SF *ALLOWABLE COVERAGE (359) 7,099 SF HOUSE, COVERED DECK & GARAGE 2, 316 SF (LOT 1 ONL Y) PERCENT COVERAGE 11. 49 HOUSE, COVERED DECK & GARAGE 2, 443 SF (LOT 2 ONLY) PERCENT COVERAGE 12.19 TOTAL LOT COVERAGE 4,759 SF PERCENT COVERAGE 23. 59 *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 LOT 1 ONLY SQUARE FOOTAGE STORMWATER FACILITY LA WN AND LANDSCAPE 4, 079 SF SOIL AMENDMENTS ROOFS 2, 670 SF INFIL IRA TION TRENCH HARD SURFACES 259 RETROFIT 980 SF 0 SF INFIL IRA 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 1 SITE DEVELOPMENT PLANS ' 27041900112400 � ' 1 I I I 27041900112300 27041900112100 I 27041900112000 I " I I 27041900111900 k iT 1 203RD _ST SW IBM .A» / I ' MAG NAIL IN - - - ELEV 425.05 ASPHAL T --S_SD- /--SS---1SS _ - - G---G----G----G- I I // X-- _Ss-_-5s- SS----__G--- �C- i ; \-f=---- -�--� - z S�%�_ SCALE. 1" = 20' 13+oo�__---- f / YY III \ 11 I 14 i 00 / _- N89 20 55 "W 1336.02 �"� 15+00 0 10 20 40 vL --- I / 211.nt / i I N __4.r 1125.00/ - - - - - - w - 1 " WA TER SERVICE &METER / LVV _� -- _ LSD- • _ I --w- -w-- R6EANF6R 1NlPd w=S-� --- w-�v --w- --w-- I v�i % � �NSTAL�€ P-gRT OF /�-- � ��'- 4=��i'�/� I r+ � _ _cn o _ SHORT PLA � - - - - z L-- _--_--_--_- _ _£_alb �{2'-MIAI-0€R �--J I L- " r - EX FIRE HYDRANT �\\ ----------- DRAINAGE FLOW TO CATCH BASIN N89 20'S5 "W / I RIM 424.1Of , ----------------- h I -4-- l 3 192ND PL SW 19sTH�ST sw �196TH ST SW � L 31- 3 of \� co 200TH ST SW I Co. ��_� (D DO ST S I 1 rt 20I2ND ST SW I I ___r. ST SW r - r i I�T I ri 203RD S�Sw ` 2 47H ST SW 99 >r+sT, SITE r IMAIN ST -11 I r I 208TH ST SW 21 TH ST W z / M L 104.00 _ xr _ -- _ _----_ PROJECT TEAM INSTALLED 1-1/2" PE 160 PSl I 1 - - - I T FROM WATER METER TO HOUSE / - -=i= = 426.5 - _ I DETAILS. (TRACER WIRE TO BE j i FG SSCO ' OWNER I APPL/CANT INSTALLED WITH WATER LINE) I - - CONNECTED TO SEWER STUB JJ lE 42 5 CONSTRUCTED AS PART OF SELECT HOMES 25' DRAINAGE &JOIN 1 i I 112 .0 - _ - SHORT PLAT 16531 13TH AVENUE W. #A 107 UTILITY EASEMENT (T 1 G A - -J `- lE 4RT PL LYNNWOOD, WASHINGTON 98037 1 (425) 742-6044 424.` i II EMAIL: KAYLA.CLARK®OUTLOOK.COM II ` I 4 P C 3034 SEWER CONTACT.- KAYLA CLERK COVFG` I 13.I PORCH II _ SE 0 2.09 MIN DRIVEWAY SLOPED TO I 6' I / I 10' MIN I i \ --,-"INSTALLED FOUNDATION FOOTING DRAIN SURVEYOR DRAIN TO CATCH BASIN I �4 4 I / GAIRAGE r �, II ALONG BUILDING PERIMETER FOOTINGS PACIFIC COAST SURVEYS, INC. INSTALLED AS PART OF �t� F I I � AGE 'T I 1 b PER FOOTING DRAIN DETAIL BY EARTH PO BOX 13619 SHORT PLAT io III II _, i �`'� HOUSE I ; SOLUTIONS NW ON SHEET GN-01 MILL CREEK, WA 98082 I00 I W��' IIIII 7,1 41579 SF SF (NET) MAIN FF 427.50 I „ (425) 512-7099 HIGH POINT IN o IIIII I CONTACT. DARREN J. RIDDLE ACCESS ROAD 2 ILLS II bRy HEAT PUMP II I SIDE SEWER CONSTRUCTED EL 424.91 III 129\��II UT/L/T/ES (423/4" HGT) II N AS PART OF SHORT PLAT. SITE DATA fl VICINITY MAP SCALE 1- = 2, 000' CIVIL ENGINEER 16531 13TH AVE W, SUITE A 108 LYNNWOOD, WA 98037 (425) 678-6960 EMAIL: ROBL©RAMENGINEERINGINC.COM CONTACT: ROB L. LONG, PE GEOTECHNICAL EARTH SOLUTIONS NW, LLC 1805 136 TH PL NE, SUITE 201 BELLEVUE, WA 98005 (425) 284-3300 CONTACT: HENRY WRIGHT, PE HENRY. WRIGHT@EARTHSOLUTIONSNW. COM 15' PRIVATE 1 ������ 1 57 -�_ o 27041900112600 ACCESS 424.68 - � - - - _ HP 1 I 1 0 SITE ADDRESS. 7918 203RD ST SW Z LOT i EDMONDS, WA 98026 EASEMENT FG 424.8 I COVERED 1 � FG �\ SOCO II PATIO Ii TAX PARCEL lD NUMBER: 27041900112700 I SHORT PLAT IMPROVEMENTS CONSTRUCTED AS PART OF I III II �` lE 424.Of1-------- �C I PETER R & LETICIA HARVEY TOTAL SITE AREA: 8,579 SF (0.20 AC) 7906 203RD ST SW EXISTING ZONING: RI - I -� .� THE 203RD ST SW SHORT II BSBL o �sr� EDMONDS, WA 98026 10'PRIVATE PLAT (PLN2021-0039) _ - TyP 6' 27041900118200 AGENCIES/UTILITIES N89 20'S5 "W 103 97' EASEM NT IMPERVIOUS AREAS 12 ASPHALT ACCESS ROAD ._� I CONSTRUCTED AS PART OF -- - - - -� - - - - - - - - I JURISDICTION THE 203RD ST SW SHORT 4" IN 3034 ROOF WATER DISTRICT PLAT (PLN2021-0039) I DRAIN ®1.09 Ml `I I SEWER DISTRICT 27041900112500 TO CATCH BASIN RIM 424.46f I � 1 / I � N I �ry ' lII I , _, I L - - _J LOT 8 PLAT OF WOODLAND ESTATES NO, 2 VOL. 35, PG. 30 LOT 1 HOUSE+COVERED D/W, PATIO, PORCH, WALK 2, 670 SF (ROOF LINE) UNCOVERED PA TIO AND WALK 380 SF UNCOVERED DR/ VEWA Y 600 SF TOTAL = 3,650 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. i CONNECTED TO STORM I I / STUB CONSTRUCTED AS 1 I� / PART OF SHORT PLAT I lE 422.2f I li I c STORM SYSTEM CONSTRUCTED AS i PART OF THE 203RD ST SW SHOR/ PLAT (PLN2021- 0039) I �I �I I II I I I I 2 LOT 8 PLAT OFJACKSON PARK NO, 2 VOL. 17, PG. 70 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: 425.89 ELEVATION B. 42Z 16 ELEVA TION C. 426.81 ELEVA TION D: 426.05 TOTAL: = 10705.91 AVERAGE ORIGINAL GRADE (AOG) = 426.48 FINISHED FLOOR = 42Z50 ROOF A T RIDGE = 451.00 ALLOWABLE BUILDING HEIGHT = 451.48 PER CITY OF EDMONDS (426.48 + 25 FT) - CITY OF EDMONDS S.P. S-99-167 - A.F. NO, 200007055001 LOT 2 DANIEL E & ANNAMARIE E JACKY 7910 203RD ST SW EDMONDS, WA 98026 27041900118300 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 WA TER. • 18" MINIMUM VERTICAL SEPARATION BETWEEN WA TER 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. SCHOOL DISTRICT FIRE DISTRICT TELEPHONE ELECTRICAL GAS GARBAGE CITY OF EDMONDS CITY OF EDMONDS EDMONDS SCHOOL DISTRICT NO. 15 SNOHOMISH COUNTY FIRE DISTRICT NO. 1 ZIPLEY SNOHOMISH COUNTY PUD NO. 1 PSE REPUBLIC SERVICE CONSERVATION SUBDIVISION DES/GN (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 AS -BUILT BLD2022 -1087 I Know what's below. Gall before you dig. 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 O W W W W W W W 000 U U U h V R m a op N O N zI-INI-)I,I* �go wAs� l� d �' aeeoa w h'ECISTER�9 \` IONTAT . ENGINEER: ROB L. LONG, PE DRA WN BY.• MIKE MORRIS ISSUE DATE: SCALE.• 7120122 AS NOTED JOB NO: 20-020 SHEET.• SP-0 1 SH T / OF 3