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ENG ASBUILTLEGAL DESCRIPTION LOT 3, PLAT OF WEST HAVEN, ACCORDING TO THE PLAT THEREOF RECORDED UNDER AUDITORS FILE NO. 201910075001, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. SITUATE IN THE CITY OF EDMONDS, COUNTY OF SNOHOMISH, STATE OF WASHINGTON. BASIS OF BEARINGS THE MONUMENTED CENTERLINE OF 98TH AVENUE W, PER PLAT OF SURVEY FOR EVAN M. PAULS, AS RECORDED UNDER AUDI TOR S FILE NO. 201406125003. BENCH MARK MA NAIL SET FLUSH WITH ASPHALT SURFACE, ON WEST SIDE OF LOTH AVENUE (98TH AVENUE W.), AS SHOWN HEREON. SAID POINT BEING ±38' WEST OF THE SOUTHWEST PROPERTY CORNER, AND t6.0' SOUTH OF EDGE OF PAVEMENT. ELEVATION: 100.00 DATUM : ASSUMED BUILDING HEIGHT CALCULATIONS tAOG ELEVA TION A: 98.91 ELEVA TION B. 101.90 ELEVA TION C. D. 100.67 ELEVA PON TOTAL: ORIGINAL GRADE 100.19 = 401.67 AVERAGE (AOG,) FINISHED FLOOR = = 100.42 102.25 ROOF AT RIDGE = 125.00 ALLOWABLE BUILDING HEIGHT = 125.42 (100.42 + 25 FT) LOT COVERAGE LOT AREA: 8, 030 SF ALLOWABLE COVERAGE (357.) 2,811 SF HOUSE, COVERED DECK & GARAGE 2,460 SF PERCENT COVERAGE 30.69' IMPERVIOUS AREAS LOT 3 HOUSE+COVERED D/W, PATIO, PORCH, WALK 2,808 SF (ROOF LINE) UNCOVERED PATIO AND WALK 200 SF UNCOVERED DRIVEWAY 1.192 SF TOTAL = 4,200 SF STORMWATER CONTROL SUMMARY PROJECT SI TE CA TEGORY CA TEGORY 2 DISCHARGE LOCATION: CI TY'S MUNICIPAL SEPARATE STORM SEWER SYSTEM (MS4) / � ../ ... .I. W. . 36. AY 50......... ..s.r II: I III II v.i III JI .I.'.�. I o I �, o; 1I`. -oMoozWio\, lI= Lj LA NI IIII'I 1" WATER SERVICE INSTALLED, III� AS PART OF SHORT PLA INSTALLED 1" WATER ME0 AN 1-112" PE (160 PSI) SERVCE L INE CON C EIIII FROM WATER METER TO US TO SEE (TRACER WIRE TOCINSTALEE WITH WATER LINE) .. lE 9 II I t11 lofts I FG II o�III �I 99.8 I fIIIII o I W . '�:IIII'�II o I NIoI 41.1 Oo I�II1 I L ,\ I r I U)o I IIIII / �IIIIIII a , I I� -----X. — �— II PIN& AT =� �w y II II ..... .5D ... ...... II a I TYPE OF AREA SQUARE FOOTAGE STORMWATER FACILITY LAWN AND LANDSCAPE 3, 830 SF SOIL AMENDMEN TS ROOFS 2,808 SF DETENTION VAULT HARD SURFACES 1,392 SF DETENTION VAULT 25% RETROFIT 0 SF N.A. GRADING QUANTITIES NE 1/4, SEC 25, TWP 27N, RGE 3E, W.M. WES7wHA VEN i I OT 3 I S/TE DE VEL OPMEff T PLANS ------------_-_ --------- I ONAVU PAR/DIVISION- 't (UNREC,RDED/)' , , , . -, CUT.• 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. 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 --�— II 1 -- -- I I I 4 I I I I 5 I 1 1 I \ I SHORT PLAT \\ I S-02 204 A.F. NO, 1 200307255001 I I ROBERT E. THOMAS ADDITION NO. 16 ; (VOLUME 1I6, PAGE 34) �' I I � 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. UNPLA TTED 1/11'%1# //TV MA O SCALE. 1 " = 30' 0 15 30 60 92Ot'1 NC/'tT TCA AN OWNER/APPLICANT 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 RAM ENGINEERING, INC. Civil Engineering / Land Planning 16531 13TH AVE W, SUITE A108 LYNNWOOD, WA 98037 PHONE: (425) 678-6960 WWW.RAMENGINEERINGINC.COM �-I� m :z O _ 0 a U W W cc m I Q 0 o 'm SURVEYOR PACIFIC COAST SURVEYS, INC. PO BOX 13619 44 MILL CREEK, WA 98082 � I (425) 512-7099 EMAIL: CT.- DA @ENJ. RIDDLE O CONTACT.- DARREN J. RIDDLE SITE DATA SITE ADDRESS: 21511 98TH AVENUE SW, EDMONDS, WA. 98020 � � N TAX PARCEL ID NUMBER: 01191300000300 4 O TOTAL SITE AREA (LOT 1): 8,020 SF (0.18 AC) O 04 W V � � y AGENCIES/UTILITIES W;t JURISDICTION CITY OF EDMONDS O WATER DISTRICT CITY OF EDMONDS SEWER DISTRICT CITY OF EDMONDS Q SCHOOL DISTRICT EDMONDS SCHOOL DISTRICT NO. 15 FIRE DISTRICT SNOHOMISH COUNTY FIRE DISTRICT NO. 1 W TELEPHONE FRONTIER COMMUNICATIONS ELECTRICAL SNOHOMISH COUNTY PUD NO. 1 GAS PSE O GARBAGE REPUBLIC SERVICE V SHEET INDEX 1 SP-01 SITE DEVELOPMENT PLAN 2 GN-01 GENERAL NOTES & DETAILS i Know what's below. Call before you dig. AS -BUILT BL D20191460 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY CITY ENGINEERING DIVISION & ti1AS, r�A 0 x 38608CZ% \� EGISTEg��� IONe 1. ENGINEER: 11117120 ROB L. LONG, PE DRAWN BY.• MIKE MORRIS ISSUE DATE: SCALE: 11113119 1 AS NOTED JOB NO: 17-038 SHEET.• SP-01 SHT 1 OF 2