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ENG PROJECT ASBUILT BLD2022-1092 - LFLEGAL DESCRIPTION LOT 3, CITY OF EDMONDS SHORT SUBDIVISION, PLN2021-0021, AS RECORDED UNDER RECORDING NUMBER --------------, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. BASIS OF BEARINGS THE MONUMENTED CENTERLINE OF 88TH AVE. W., AS THE BEARING OF N 00'52'15" E. BENCH MARK ORIGINATING BENCHMARK FOUND CASED CONC. MON. ON CENTERLINE, 88TH AVE. W. ELEVATION: 368.44 (PER GPS OBSERVATIONS) SITE BENCHMARK (TBM) MAG NAIL SET IN ASPHAL T WALKWA Y EAST SIDE OF 88TH A VE APPROXIMATELY 12' NORTH OF NORTH PROPERTY LINE. ELEVA TION. 364.20 DA TUM : 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. BUILDING HEIGHT CALCULATIONS (AOG) SPOT ELEVA TIONS FOR HEIGHT CALCULA TIONS, ELEVATION A: 352.31 ELEVA TION B. 356.62 ELEVATION C. 356.98 ELEVATION D. 352.71 TOTAL: = 1,418.62 A VG ORIGINAL GRADE (AOG) = 354.66 FINISHED FLOOR = 355.00 ROOF AT RIDGE = 379.25 ALLOWABLE BUILDING HEIGHT = 379.66 PER CITY OF EDMONDS (354.66 + 25 FT) LOT COVERAGE *TOTAL NET PROJECT AREA: 13,298 SF *ALLOWABLE COVERAGE (359) 4,654 SF HOUSE, COVERED DECK & GARAGE 2,193 SF (LOT 3ONLY) PERCENT COVERAGE 16.497. IMPERVIOUS AREAS LOT 3 HOUSE+COVERED D/W, PATIO, PORCH, WALK 2,610 SF (ROOF LINE) UNCOVERED PA TIO AND WALK 35 SF UNCOVERED DRIVEWAY 1,175 SF TOTAL = 3,820 SF STORMWATER CONTROL SUMMARY PROJECT SI TE CA TEGORY CA TEGORY 2 DISCHARGE LOCATION. CI TY'S MUNICIPAL SEPARATE STORM SEWER SYSTEM (MS4) SW 114, SEC. 18, T,27N,, R,4E,, W.M. 88TH AVE W SHORT PLAT - LOT 3 SITE DEVELOPMENT PLANS LOT 1 LOT 3 I LOT 2 I CITY OF PLAT OF I S.P. N SEA VIEW PINES I A,F,#78 NO, 2 VOL. 39, PG. 170 N i- T- - c. I I � 345.92 I L 1 i N89 53' 5"W 171.1 FINSTALLED FOUNDA�IONIF0077NG DRAIN �� o °�° ALONG BUILDING P�E``R/METER FOOTINGS " m _ PER FOOTING DRAW DETAIL B-Y EARTH 4" PVC WALL DRAIN 1 SOLUTIONS NW -ON HEFT DT-01 �� N SBL ' \ TIGHTLINE ® 1.0' MIN 1 (CONNECT TO CATCH _ _ _ \ (ITYP) it:-:7-�GA TE BASIN INSTALLED ASPART OF SHORT PLAT) ! 10' ! MIN LENG'$ FOOTING `I A III NB 355.0 lE 344.0 I DRAIN DRYWE' TRENCH / I� I /E 352.Of U FG , I I (PEAR GEOTECh I I p 354.8 o RE�OMMENDA 7i ONS) j 1 1' CORCHED p FG i o I O I I� I 141L i1 LAON I TREN�H / i - J j HEA T PUMP �_ = 22 CONC MODULAR I ^ INS LED AS PART! OF I / L 4 - (423/4" HGT) 3- _ 2.17. ' 3 BLOCK WALL 1 iSHORT PLAT I I� II 13,298 SF �� !!I J6' (3FT HGT MAX) 1 4" (3034) PVCY JJJ o !I HOUSE FOOTING DRAIN Q �AIN FF 355.00 �II� 1 0 N I I I 181 l ®1. 09 MIN GARATE O I! 5 I� Jb CONCRETE i o o I _ i FF 304. II o DRIVEWAY i Z WATER HOSE BIB II 4" (3034) PI�C p OFF MAIN H USE i II °`Vy ' Z STORM DRAIN i II i CON ECEED TO STORMS B MIN p �jI PLUMBING i i !! FG4 8 i CON TRUCTED IAS PART OIF/ @ 1.09 II co 11 i SHO T PLAT I I I/ D I!! 352.0± J. 69 /E 3 7.50E ! ! -- o _ ! ! N89 ,374 "W 10' BSBL 0 i GATE P I I I I I I PANEL AND ALARM 1 I 27041800303300 I I /I I 00.15"E - i (POWER FROJ6i HOUSE 5.25' i IECECTRICAT- 1-ANEL) I I I I TORMI SYSTEM TO BE 15' PRIVATE �� FG5. I I II ONSTIRUCTED AS PART DRAINAGE DRY UTILITIES I� ! !I dF SHORT PLAT EASEMENT I ! ! I ! ! INSTALLED �ONE DH151GRNER PUMPWEESCOUPLER E DETAIL ON T DT-01) I \ I IIIIII I I I i RIM 354.Of lE 4" 349.6 (IN) I 5P AL 4" PVC (3034) SEWER SERVICE I III I ! LINE @ 2.07 MIN III I' (HOUSE TO PUMP) SHORT PLAT IMPROVEMENTS 1 CONSTRUCTED AS PART OF II I 46.5' PRIVATE �\ I i I I I I _ THE 88TH AVE W SHORT DRAINAGE PLAT (PLN2021-0021) EASEMENT 03 .352 TYPE OF AREA SQUARE FOOTAGE STORM WATER FACILITY LAWN AND LANDSCAPE 9,478 SF SOIL AMENDMENTS ROOFS 2, 610 SF INFIL MA TION TRENCH HARD SURFACES 1 1, 210 SF INFIL MA TION TRENCH PROJECT CLASS/F/CATION PROJECT CLASSIFICATION: CATEGORY 2 EDMONDS WA TER SHED: FRUI TDALE CREEK FLOW CONTROL STANDARD: INFIL IRA TION TRENCH MEETING LID PERFORMANCE STANDARDS. STORMWA TER BMPS. INFILTRATION TRENCH (T7.20) AND POST CONSTRUCTION SOIL AMENDMENT (T5.13) LOT 1 EDM I ICI I I II ;I o. S3�78S I I I I 07270284SITE I I I I Ili I I BENCHMARK APPROX REPLACEMENT TREE LOCATIONS (4 REQ D) I I I I I III (IBM) SEE TREE REPLACEMENT PLAN L-1 BY WBLA, INC. I I I I/^\�� V illy ,LIJ I I 362.47 3' MAX HEIGHT ROCKERY CONSTRUCTED AS _ PART -OF THE 88TH AVE W SHORT PLAT III q _ _ (PLF2-021-002 -- - -] ol N II ' 20 I � Yam I 355.0 ' - R FG CHANNEL DRAIN / i 11 I OK TOP 354.40 (NORTH END) TOP 354.20 (SOUTH END) NDS PRO CHANNEL DRAIN OR APPROVED EQUAL ( I III I II (SEE DETAIL ON SHT DT-01) I I L- I h 10' BSBL r I I INSTALL 1-112" PE (160 PSI) WATER SERVICE LINE II I III CONNECTO 1-1/2" LINE INSTALLED I I I I A$ PARTS OF SHORT PLAT. II I I (TiRACERI WIRE TO BE INSTALLED �Yl7H I I I cn I '\j0• J W i TET jjW I I I I III , I E) ROW FG 1-112"SSI 1E.• 351.6 h 0 EXISTING HOUSE SD C E.• 350.6 17' PRIVATEIACCESS I I C\ III II I EASEMENT I I II I III � II III I I 27' DRAINA�E JOINT UTILITYASMQNT (TYP) IIL� I SEWER �iOR�E MAIN I j I� N -�I 2111 WATER SERVICE INSTALLED WITH I TRACER WI E2� PS I I I / i III I N�� RILLI T 1 OFWSHORT PLAT A TER METER 3FT AIfIN COVER I--I�SS+---Sg -SSI 11 (REVISION OF PREWO S SEWER J - DESIGN APPROVED Af PART OF t 88TH AVE W SHORT PLAT I II I ! (PLN4021-0021) - - � . Q , II III i I ss-- Q -PSS-- P ---PS 11 III ! I 20' PRIVATE 360 - �� N I I I ACCESS N & U7IL+TY J I I I II EASEMENT lr II I M CONNECTED TO EXISTING SIDE SEWER SYSTEM I I II (SEE DETAIL SS-210 ON SHT DT-01) I 11 I I II V I UTILITY SEPARATION REQUIREMENTS j * 1920 ST�W < , h F _ I SITE - misT' sW '2Q0 TLl I 262NDST SS -WI j y 3 J� E OND�Rl S,T t I Q MAIN ST MAl ` I rt LEST L QP ) / QIrQ mil_ LN T r IHEMLOC WA1� W E STL -216TH S SW __L VICINITY MAP SCALE. • 1" = 2000' nAk SCALE 1 " = 20' 0 10 20 40 PROJECT TEAM OWNER/APPLICANT CIVIL ENGINEER SELECT HOMES 16531 13TH AVENUE W. #A 107 L YNNWOOD, WASHINGTON 98037 (425) 742-6044 EMAIL: KAYLA. CLARK@OUTLOOK. COM CONTACT: KAYLA CLARK SURVEYOR PACIFIC COAST SURVEYS, INC. PO BOX 13619 MILL CREEK, WA 98082 (425) 512- 7099 CONTACT.- DARREN J. RIDDLE SITE DATA RAM ENGINEERING, INC. 16531 13TH AVE W, SUITE A 108 L YNNWOOD, WA 98037 (425) 678-6960 EMAIL: ROBL@RAMENGINEERINGINC.COM CONTACT.- ROB L. LONG, PE SITE ADDRESS: 19512 88TH A VE W EDMONDS, WA 98026 TAX PARCEL ID NUMBER: XXXXX TOTAL SITE AREA: 13,298 SF (0.31 AC) AGENCIES/UTILITIES STORM WA TER 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 AND/OR COMCAST ELECTRICAL SNOHOMISH COUNTY PUD NO. 1 GAS PSE GARBAGE REPUBLIC SERVICE II i I I I I CONSTRUCTION SEQUENCE 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 SANITARY 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 SANI TAR Y SEWER AND ALL OTHER UTILI TIES, EXCEPT WA TER. • 10' HORIZONTAL SEPARATION BETWEEN SANITARY 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 WATER. STORM • 1' MINIMUM COVER REQUIRED IN LANDSCAPE AREAS, 2' MINIMUM COVER REQUIRED UNDER DRIVABLE SURFACES, UNLESS DUCTILE IRON PIPE IS USED. • 5' MINIMUM HORIZONTAL SEPARATION BETWEEN STORM AND ALL OTHER UTILITIES. OUTSIDE AGENCY UTLITIES • 36" MINIMUM COVER FOR JOINT GAS, ELECTRIC, TELEPHONE, CABLE TV SERVICE AND CONDUCTORS. • 36" MINIMUM COVER FOR A PRIMARY DISTRIBUTION SYSTEM. REVIEW TEMPORARY EROSION AND SEDIMENT CONTROL NOTES. CALL FOR UTILITY LOCATES. INSTALL TESC MEASURES AND MAINTAIN DUST CONTROL WHILE PREVENTING DISTURBANCE OF ANY AREAS OF VEGETATION OUTSIDE THE CONSTRUCTION ZONE. 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. ROUGH GRADE SITE AS REQUIRED TO INSTALL DRAINAGE FEATURES. 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) INSTALL UTILITIES AND OTHER SITE IMPROVEMENTS, INCLUDING HOUSE CONSTRUCTION. STABILIZE AND COMPOST AMEND ALL EXPOSED SOILS PRIOR TO REVEGETATION OF ENTIRE SITE. 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 DT-01 SEWER PROFILE & GENERAL DETAILS 4 GN-01 GENERAL NOTES • I iinuw whars below. Call before you dig. AS -BUILT BLD 2022-1092 APPROVED FOR CONSTRUCT/ON CITY OF EDMONDS DATE: BY CITY ENGINEERING DIVISION RAM ENGINEERING, INC. Civil Engineering / Land Planning 19109 36TH AVE W, SUITE 100 LYNNWOOD, WA 98036 PHONE: (425) 678-6960 WWW.RAMENGINEERINGINC.COM y 0 U Z ZUs Z U U U � ti ti m FN ®0©©m gT L • O� w °F wasV, O "p 3Me w \� ECISTEg��� IONe 1. ENGINEER: ////O/23 ROB L. LONG, PE DRA WN BY.• MIKE MORRIS ISSUE DATE.- SCALE.• 8111122 AS NOTED JOB NO. 21-001 SHEET.- SP-01 SHT 1 OF 4