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ENG ASBUILTLEGAL DESCRIPTION PARCEL A LOT 1, BOWDOINWOOD ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 58 OF PLATS, PAGES 46 AND 47 IN SNOHOMISH COUNTY WASHINGTON. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. BASIS OF BEARING THE MONUMENTED CENTERLINE OF BOWDOIN WAY, PER BOWDOINWOOD, AS RECORDED IN VOLUME 58 OF PLATS, PAGES 46-47 INCLUSIVE, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. BENCHMARK MAG NAIL SET FLUSH WITH CONCRETE SURFACE, IN SW QUADRANT OF THE INTERSECTION OF BOWDOIN WAY & 92ND AVENUE W. (13TH AVENUE). ELEVATION : 100.00 DATUM : ASSUMED SITE BENCHMARK MAG NAIL IN CENTER OF 92ND PL W. APPROXIMATELY 125 FEET NORTH OF BOWDOIN WAY CENTER LINE. ELEVATION : 93.24 DATUM : ASSUMED 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 REVEGETA TION OF ENTIRE S1 TE. 9. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED UPON FINAL SITE STABILIZATION AND APPROVAL BY CITY INSPECTOR. BUILDING HEIGHT CALCULATIONS (AOG) SPOT ELEVATIONS FOR HEIGHT CALCULATIONS: ELEVA TION A: 101.31 ELEVA TION B. 103.29 ELEVA TION C. 103.39 ELEVA TION D: 100.10 TOTAL: = 408.09 A VERAGE ORIGINAL GRADE (AOG) = 102.02 FINISHED FLOOR = 101.00 ROOF AT RIDGE = 126.38 ALLOWABLE BUILDING HEIGHT = 127.02 (102.02 + 25 FT) LOT COVERAGE LOT AREA: 8,414 SF ALLOWABLE COVERAGE (3590) 2,945 SF HOUSE, COVERED DECK AND GARAGE 2,110 SF PERCENT COVERAGE 25.1% NOTES 1. THE FINAL RESTORATION FOR ALL UTILITY CONNECTIONS AND UTILITY ABANDONMENTS (SEWER, WATER, AND STORM) IS TO BE COMPLETED BY THE CONTRACTOR. A FIELD INSPECTION IS REQUIRED TO DETERMINE THE FINAL RESTORATION LIMITS. 2. LANDSCAPE/LAWN SHALL BE INSTALLED IN THE RIGHT-OF-WAY BETWEEN THE PROPERTY LINE AND THE EDGE OF SIDEWALK. J. SHORT PLAT IMPROVEMENTS AS REQUIRED PER FILE PLN2018005J SHALL BE COMPLETED PRIOR TO FINAL CERTIFICATE OF OCCUPANCY FOR THE SUBJECT SINGLE FAMILY RESIDENCE. UTILITY NOTES 1. ALL NEW UTILITIES ARE REQUIRED TO BE INSTALLED UNDERGROUND. 2. ON PRI VA TE PROPERTY, A MINIMUM 3 FT HORIZONTAL SEPARA TION AND 1 FT VERTICAL SEPARATION IS REQUIRED BETWEEN DRY UTILITIES (POWER, GAS, PHONE, CABLE, ETC) & WET UTILI TIES (SEWER, WA TER, STORM) CONSTRUCTION NOTE APPLICANT SHALL REPAIR/REPLACE ALL DAMAGE TO UTILITIES OR FRONTAGE IMPROVEMENTS IN CITY RIGHT -OF- WA Y PER CITY STANDARDS THA T IS CAUSED OR OCCURS DURING THE PERMITTED PROJECT. NE 114, SEC 25, TWP 27N, ROE 3E, W.M. ilOWDOIN SHORT PLAT - LOT 1 SITE DEVELOPMENT PLANS 21, I \20' KYLEE D KITCHENS, ET gL__- SHORT PLAT, ' I ' 21212-5 98 `-PtACY W i APAI-tDMONDS, WA 98020 S - 23 I 1o035 APO: 00373600501006 A, F, NO,-ff509030058 I I I410,. f. -- I Ize 1 o ��---� / G i--G-�/--tG---�-G ---G -------------- I - - - - - - LU - - - - - - � '5lT•E BENCHMARKI MAG NAIL=93.24 c. LOT 4 KRISTIANA L JOHNSON 9207 PARK ROAD EDMONDS, WA 98020 APN: 00836400000400 I I I I f I it I I I. N L I 1 I RATE _ R I I I I f E; "T I. I/lo i II I II ! I I f i f I 'I II 10' JOINT , FRONTAGE IMPROVEM NT CONSTRUCTED AS PAS T. F 1 \� \ I IUTILITY EASEMENT i II / iTHE BOWDOIN SHORT PL . T II -DfjLN20180053 I I \\ j m j I I 1 0- I l II I I I �- DRY I NJF� I UTILITIES TTaIE,S WN885031 '46. ' I1_> CONC _c 2. FG BLOCK - �P_R_I• WALLG- � _110 STORM ETENT/O% . \.•� .T/:L} .IV- SYSTEM INSTALLEQ BOWDOIN SHORT PLA TH ,ILI VGA_-rrpT_ II ice : _. �- �_29_ -,L� T..Y.�_' j ,, /V978' I EA 6 OT 'I :.:.:... : •. ' : l FG' i GATE BENEFIT 2 WOOD FENCE CHANIOEL DRAIN 1 I� I CONC ETE DRIV&WAY / TOP USH WITH. I I I ' .•.. t.`•. • 14� M X ' = CON AND CONNCTED TOi SD 1 52 1 91. 1. I I ' 1/ : 1 RAGE I 35 / 95:8 / /. ��� l.:: STUB AT SOUTH { FG� FG. •. '� / _� A,192ND stsJ PUGET,DRTk iST W_�M-\ WEKAN�wy I- �2S01N_ST II 262N0 ST_SWI 0l-_3 I T r S RAGULST MAIN ST yMAI 'MAPLE ST to �u `{ �r�� `zi ALDER.ST> SITE -LOCK WA1�� 14774''PL SW-ij jffNE ST _ �216SW FT VICINITY MAP SCALE. • 1" = 2000' BOWDOIN WOOD 4\N (VOL. 58, PG. 46 & 47) LOT 3 ✓ANETTE S JOHNSON 5800 WA SOTELO RIVERSIDE, CA 92506 APN: 00836400000300 E 6L F DETENTIO / IF a ! �l�s� / INSTALLED 1-1 2 PE 200 PS/ / PE E 88.61. / 1 I CONC \ l FROM WATER METER TO HO SE BLOCK I ;,\ / /978 DETAILS. (TRACER WIRE TO BE `7 WALL l / INSTALLED WITH WATER LINE) / 1 SDCO i I / I' / COVERED l j IE 88.6E I 25' I PpaCH l l PERFORATED STUB bU7 G I I I C a L SpC PROPOSED HOUSE l l CONC CONNECTION PER CITY TD I j I ~ i SDCO �,'lE 7.0 / MAIN FF 101.00 / j BLOCK I DWG NO. SO-639 1 I I lE 95. Of 1r- / I / WALL �\ (SEE DETAIL ON SHT GA -01) f I \1 /E 96.0 .01 � I I f 1 \\ I ooi 1 I I 1 ,.1 1 4" PVC (3034) � l l I /1 a I / OF DRAIN @ l l I I~ KCI am, r--11-- CONCRETE BLO I I I - SDG`0 '�\`� l / RETAINING WALL 95.0E ( 3MAX HEIGHT) X 7 I ' T) I E ZJ7 9� '`�� / 81414 SF l I / CONNECTED TO'Iyyx//// o I i / o I STORM DRAIN / I. Z I l I �COVERED \ \ I STUB- lE b5.0± I I ��,,\ / � 1 4" PVC 3 34 I I l�� / PATIO l I (STUB T BE SIDE SEWER ® INSTALLE WITH 2.Oq MIN SLOPE „ (CONNECTED TO I 4 PVC \ , I LOT 2 `�SHORTPAT ► Il � l 1\LT018 053) STUB --- ROOF DRAIN \ / I ©1.Oq MIN \ i N SELECT HOMES INC. %p , \ `������ U- SAN/Tr11 SEWER �; 9211 PARK ROAD \ ` INSTALLED WITH I �'> I o EDMONDS, WA 98020 o� Q/yp I \ \ � 1\�\��� �\ I BOWDOIN SHORT LENGTH FOOTING o PN: 00836400000200 PLAT PLN20180.053 I DRAINMIN NDRYWELL TRENCH I o I� I (PER GEO TECH CONC I o �. �SS; ON, WOOD FENCE RECOMMENDATIONS) BLOCK I Z WALL N / I I W ONp \\ \ / . 3. �C. �S � � \ � '�, �lIdSTALLED 3' X 3' DRYWELL i I S\ 0 �� ` WITH 3 4" TO 1-1 2" DRAIN i . . . I l I �!� . w\ \ .. �. �'� \p \ \ ' ROCK FOR WALE -DRAIN W. �5�.\ . T \ OHP� j �\ ``\ CONNECTIUON (3' MIN DEPTH) p� �� \ e \. SS OHP SD G. � \� v. I I � � 1 "�'� ►qi� '�• � � � Y /�.' � w\ SSA \ �. � �\ .. �..� .' y� �' I SOS \ �\ 4�4.' I T 3. �. �� 0 �L�W. S. � STORMWATER CONTROL SUMMARY* PROJECT St TE CA TEGORY CA TEGORY 2* DISCHARGE LOCATION: CI TY'S MUNICIPAL SEPARATE STORM SEWER SYSTEM (MS4) TYPE OF AREA SQUARE FOOTAGE STORM WA TER FACILI TY LAWN AND LANDSCAPE' 5,169 SF SOIL AMENDMENTS (BMP T5.13) ROOFS 2,415 SF PERFORATED STUB OUTS (BMP T5.10C) HARD SURFACES 830 SF DETENTION PIPE (ECDC 18.30.06aD.5.d) 259 RETROFIT 0 SF N.A. * PROJECT SITE IS PART OF A SHORT PLAT DEVELOPMENT, ALLOCATED NUMBERS LISTED ABOVE ARE FOR LOT 1 ONLY. DRI VEWA Y NOTE )RI VEWA Y SLOPES SHALL NOT EXCEED 149' PER ECDC 1 & 80. 060. IMPERVIOUS AREAS LOT 1 HOUSE+COVERED D/W PATIO, PORCH & WALK 2,415 SF (ROOF LINE) UNCOVERED PA TIO AND WALK 50 SF UNCOVERED DRI VEWA Y 780 SF TOTAL = 3,245 SF SCALE. 1" = 10' 0 5 10 20 RAMI ENGINEERING, INC. Civil Engineering / Land Planning 16531 13TH AVE W, SUITE Al08 LYNNWOOD, WA 98037 PHONE: (425) 678-6960 WWW.RAMENGINEERINGINC.COM m � Z O 0 W o c U m co � rn N 0 0 � � N Z PROJECT TEAM OWNER/APPLICANT SURVEYOR SELECT HOMES INC LOVELL-SAUERLAND & ASSOCIATES, INC. 16531 13TH AVE W, #A 107 19217 36 TH AVE W, SUI TE 106 LYNNWOOD, WASHINGTON 98037 LYNNWOOD, WASHINGTON 98036 (425) 299-2600 (425) 775-1591 Z EMAIL: KAYLA.CLARK@OUTL00K.COM EMAIL: JEFFT@LSAENGINEERING.COM \ CONTACT KAYLA CLERK CONTACT JEFFREY T. TREIBER, PLS CIVIL ENGINEER GEOTECHN/CAL EARTH SOLUTIONS NW, LLC RAM ENGINEERING, INC. O 16531 13TH AVE W, SUITE A 108 1805 136 TH PL NE, SUITE 201 LYNNWOOD, WA 98037 BELLEVUE, WA 98005 (425) 678-6960 (425) 284-3300 I CONTACT ROB L. LONG, PE CONTACT. HENRY WRIGHT, PE 191 TE DATA SITE ADDRESS: 21235 92ND PL W � J L � EDMONDS, WA 98020 LU TAX PARCEL ID NUMBER(S): 00836400000100 LOT AREA: 8,414 SF O �o AGENCIES/UTILITIES -I O tj N W ZW° JURISDICTION: CITY OF EDMONDS J STORM WATER: CITY OF EDMONDS y WATER DISTRICT.• CITY OF EDMONDS SEWER DISTRICT.- CITY OF EDMONDS O SCHOOL DISTRICT.- EDMONDS SCHOOL DISTRICT NO. 15 FIRE DISTRICT SNOHOMISH COUNTY FIRE DISTRICT NO. 1 TELEPHONE.- FRONTIER COMMUNICATIONS O Q ELECTRICAL: SNOHOMISH COUNTY PUD NO. 1 \ O GAS: PSE � O CABLE. • COMCAST W O �0 O o SHEET 1 NDEX 1 SP-01 SITE DEVELOPMENT PLAN 2 TP-01 GRADING & TESC PLAN 3 GN-01 GENERAL NOTES & DETAILS AS -BUILT BLD20190991 Know what'sbelow. Call before you dig. APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY CITY ENGINEERING DIVISION go A�V l d 38608 w h'ECISTER�° IOIVAT . 91"I;w ENGINEER: ROB L. LONG, PE DRA WN BY.• MIKE MORRIS ISSUE DA TE.' SCALE.• 812119 AS NOTED JOB ND: 17-018 SHEET SP-01 SH T / OF 3