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ENG PROJECT ASBUILT BLD2022-1105 (2)LEGAL DESCRIPTION LOT 2, CITY OF EDMONDS SHORT SUBDIVISION, PLN2021- 002 1, 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 710NS. ELEVATION A: 352.43 ELEVA TION B. 356.81 ELEVA TION C. 356.26 ELEVA TION D. 353.04 TOTAL: = 1,418.54 A VG ORIGINAL GRADE (AOG) = 354.64 FINISHED FLOOR = 355.50 ROOF AT RIDGE = 379.17 ALLOWABLE BUILDING HEIGHT = 379.64 PER CITY OF EDMONDS (354.64 + 25 FT) LOT COVERAGE *TOTAL NET PROJECT AREA: 12,085 SF *ALLOWABLE COVERAGE (357.) 4,230 SF HOUSE, COVERED DECK & GARAGE 2,298 SF (LOT 2 ONLY) PERCENT COVERAGE 19.02% IMPERVIOUS AREAS LOT 2 HOUSE+COVERED D/W, PATIO, PORCH, WALK 2,680 SF (ROOF LINE) UNCOVERED PA TIO AND WALK 225 SF UNCOVERED SFR & SHARED DRI VEWA Y 3.165 SF TOTAL = 6,070 SF STORMWATER CONTROL SUMMARY SW 114, SEC. 18, T,27N,, R,4E,, W.M. 88TH AVE W SHORT PLAT - LOT 2 SITE DEVELOPMENT PLANS � I III II II ;I � I III I II ►l LOT 1 LOT 3 I LOT 2 LOT 1 I NI I II y CITY OF EDMONDS I I II PLAT OF I S.P. NO, S-31-78 SEA VIEW PINES I A,F,#7807270284 NO, 2 I I I II VOL. 39, PG, 170 I - 13 I I II^° j ,- � r -� I I I I I III SITE $ BENCHMARK i / I� I i I r�� - - - - _ _ I I I �,� I Ili I (IBM) I f , I� I � I ��� /--v -------- -------- Jj N ► �� / �► �� `_ �\ /, �_� - III ►► ►II � �� INSTALLED E-ONE Hl 1 IN \ PUMP i ►� i l I II W r�7f4-��6-r1 » IU ER ► ► % I - - - I �'i (SEE DETAIL ION �T N- 1)____ En 35#.5f I i I I 1 I �� I► ` I II 20' lE 4"50.1 (IN)" I / i i I �' OW ROW 1E 1-112" 350.6 (IIOUTIt I I 1 I ► ► I STORM�I,S'1'ST�M I ; 3 4" PVC (3034) SEWER I iI I i (nlI I 1� CONSTRUC70 AS ► \ SERVICE LINE @ 2.09 MIN I I I \ ► ° I V) fl l 00 PART Or SHIRT PLAT\75-MXQ'1: j ; (HOUSE TO PUMP) ! 3' MAX HEIGHT ROCKERY j Ij L _ "� I I ► WATER HOSE BIB OFF I I I I ,, ► TO BE STRUCTE"55- - - I ► I 15 PRIVATE MAIN HOUSE PLUMBING PART THE 88TH I j I I►► DRAINAGE1 ► AVE W �HORT PLAT EASEMENT i i @ 389VC I (PLN2 1-0021) ► DRY UT/L/T/ES E-ONE-£ TROL PANEL AND ALARM NlN0002'15'E 5.25 I i (POWER F_ M HOUSE ELECTRICAL PANEL8.11iLO ii NS ' 74 „T- j- i- 358.53 I i t I I I ^ m l I ►► I I 355. I I I I l i I N8957'45' W 96.15' F ACCESS' I I I �� ,�►� I I �- IhN I► I ° I EAS6; EMT CONNECTED TO I STOR �S1 B I 62-4PVC (3034) ® 6.459 ► I I EXISTING HOUSE 27041800303300 CONSTRUCTED 4S P;4j?T OFi ----- - - __ _ = 27' DJAII�A� & JOINT _ t _ W \ I �W II I ;CRT PLAT I I ' I I UTILIT1Y EA MENT (TYP) II I F 34 50 Il I 10' BSBL � III I CONC MODULAR 10 MINI LENGTH F00 NG 352 0t I I WA TER lEDI 1 1/2" PE (160 PSI) 1' W WA TER I SERV E LINE I I BLOCK WALL o I Df�AIN 1j1RYWELL THE CH _ _ I I I II III I 0 1 - =____- --- OTECH- - - - t CONCRETE CONNECT ITO 1-1/2" LINE INSTALLED I I I (3FT HGT MAX) cs I i RR� OM EENDA TIONS) I 11 III DRI VEWA Y AS PART IOF SHORT PLAT. I I I I II I I I F HEAT PUMP GARAGE II ' ' (o (IRACE.R I�VIR TO BE INSTALLED I I II 13 (423/a" HGT) FF 355.00 II II SP AL a o WlTH Wi4RR lNE) �.`� OW / III 2 ii I I Z 1 1 I 16' ASPHALT ROAD i o N II 14 970 SF I 22• I I I I CONSTRUCTED ASS Ili I{ -1,f2" I W� TER SERV/ E INSTALLED o I ,� I ► I I I HOUSE 12, 085 NET II 3 I 55. CHANN DRA/N - -� PART OF SHLA�� I IISHORT RLA o IN TR� 7I�N 1 TRENCH i I MAIN FF 355.50 ( ) I I G TOP 35 90 (SOUTH EN U) I I I I / � I� I /NSI �A 1 O WA TERM TER ` Z INSGyLLED S IPART OFor I 5 TOP 354.70 NORTH END _ I y I _ ► 11 CO VERED I ( ) _ H RT PAT 1 I PORCH I I ,� \ NDS PRO CHANNEL DRAIN -I SS - - Sg - SS II 74.2' ► II ____- \ -- � I I OR APPROVED EQUAL � ►► �► I 4� - -r jil I II `► (SEE DETAIL ON SHT Dt 01) � 3E1.07 46. 5' PRI VA TE I I ► I I I o I II I II II i� \ `\ I I I DRAINAGE-�___♦ �- ti COVEREbI III PATIO III II \\� �► __ N895750"W 7730 EASEMENT i ALONG BOIL OUVDA ON/FOOTII�I �N I I PATIO( 11 II II III I N I III j ► II - �- I I ► III - __ _ C \\\\ R=13.00 50" ► PER FOOTING DRAIN DETAIL BY EA I - \\ ` - ► I I Il I ,SOLUTIONS NW ON SHEET DT-01 `\ _ pss- 0 �- ►� - --- S o :� ► - I III i I ► \► I � �� �� -� 1 � � \\ ►► 45.361 �� / ��� ,` N89 57'50"W 259.16' 360' 20' PRIVATE 361.51 348 I \ I SEWER FORCE MAIN , _ - ACCESS & II rn `DSO / `3Sst- / 11l1-1/2" PE UTILITY J CO NNE TED ITO EIIO.�ING SIDE SEWER SYSTEM EASEMENT I `3S2 I (200 PSI) r I EL 35 .Of II 1 �n WITH TRACER WII E I I (SEE TAIL IISS-,21Q iN SHT DT-01) 3FT MIN COVER II ,I SHORT PLAT IMPROVEMENTS (REVISION OF PREVIOUS SEWER DESIGN I I II l CONSTRUCTED AS PART OF -� APPROVED AS PART OF 88TH AVE W THE 88TH AVE W SHORT I I I SHORT PLAT (-) ( ) 1 �I PLN20210021PLAT PLN2021-0021 I I I N _ I APPROX REPLACEMENT TREE LOCATIONS (6 REQ D) L I I ► SEE TREE REPLACEMENT PLAN L - 1 BY WBLA, INC. PROJECT SI TE CA TEGORY CA TEGORY 2 DISCHARGE LOCATION: CI TY'S MUNICIPAL SEPARATE STORM SEWER SYSTEM (MS4) TYPE OF AREA SQUARE FOOTAGE STORM WATER FACILITY LAWN AND LANDSCAPE 8,900 SF SOIL AMENDMENTS ROOFS 2,680 SF INFIL MA TION TRENCH HARD SURFACES 3, 390 SF I 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) 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 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 UTILITIES, 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. j * 1920 ST�W < , h F _ I SITE - TH ST' sw ? Lr --al_ - 262NDST SS -WI N1 �I �I S I RAGU - jy 3 J� E OND�S,T t I Q ELLS c� _ �- J MAIN ST MAl ` I rt L QIrQ mil_ LN T r (HEMLOCK WA1� w E STL -1216TH S SW __L- _ .� T VICINITY MAP SCALE. • 1" = 2000' SCALE. 1" = 20' 0 10 20 40 PROJECT TEAM OWNER / APPLICANT SELECT HOMES 16531 13TH AVENUE W. #A 107 LYNNWOOD, WASHINGTON 98037 (425) 742-6044 EMAIL: KAYLA.CLARK@OUTLOOK.COM CONTACT.- KAYLA CLERK SURVEYOR PACIFIC COAST SURVEYS, INC. PO BOX 13619 MILL CREEK, WA 98082 (425) 512- 7099 CONTACT.- DARREN J. RIDDLE SITE DATA CIVIL ENGINEER RAM ENGINEERING, INC. Ill 13TH AVE W, SUITE A 108 LYNNWOOD, WA 98037 (425) 678-6960 EMAIL: ROBL @RAMENGINEERINGINC. COM CONTACT: ROB L. LONG, PE SITE ADDRESS. 19510 88TH A VE W EDMONDS, WA 98026 TAX PARCEL ID NUMBER: XXXXX TOTAL SITE AREA: 14,970 SF (0.34 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 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 4. OF ANY AREAS OF VEGETATION OUTSIDE THE CONSTRUCTION ZONE. 5. 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. 6. ROUGH GRADE SITE AS REQUIRED TO INSTALL DRAINAGE FEATURES. 7. 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) 8. INSTALL UTILITIES AND OTHER SITE IMPROVEMENTS, INCLUDING HOUSE CONSTRUCTION. 9. STABILIZE AND COMPOST AMEND ALL EXPOSED SOILS PRIOR TO REVEGETATION OF ENTIRE SITE. 10. 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 1 Know whatt below. Call before you dig. AS -BUILT BLD 202 2-1105 APPROVED FOR CONSTRUCTION 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 Uj 2 2 2 o Q) U U U ti ti ti a a 0 0 o m ®0©©m gT L O� w °F wasV, 38508 w \� ECISTEg��� IONe 1. ENGINEER: ////7123 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