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REV1 APPROVED PLN BLD2022-1293+Site_Plan+5.13.2024_3.17.45_PM+4253923— — 5" CONCRETE 5E1NER F F F I S00° 59, 01" W 90.00, 0 O � I DECIDUOUS I V1 N SIGNIFICANT EXISTING TREE TREE 5' DIA DRIP LINE DECIDUOUS �++ r C C) 00 - ;- TREE 16DIA DRIP LINE I RS-10 ZONING v Y tL O DECIDUOUS TREE 16DIA LOT AREA c6 . DRIP LINE ,�� '� 12,150 S.F. c DRIP LINE SETBACKS ,V I LL I QJ VARIES 2 iARIfS S:C PLAN � ;; �W SEE PL�V+I� LU LU STREET SETBACK25' SIDE YARD 10, Qj Q U) 2i O `' I I WARNING TRFf � lu REAR YARD 20' y Iv W � PRO T !C I ION AHl/1 W p. SITE COVERAGE: Q � � y L O I HOUSE/PORCH FOOTPRINT 2,253 S.F. x 00 6 c' env. o LL N LL <'-+ TOTAL 2,253 SF / 12,150 = 18.5% (35% MAX ALLOWED) ti LO N 6 � o LO c2 DEDICATE 406 S.F. OF IMPERVIOUS AREA: N CD M M w ROOF AREA TO SPLASH M I LU BLOCK 00 (E) HOUSE 1,273 S.F. Z (E) GARAGE 520 S.F. O 00 (E) DRIVEWAY 825 S.F. _ LL cw+nLh• r�cr I.S' DRIVEl\ STEEL rnv% M" I01rrC 00 SPLASH GOT TOTAL EXISTING 2,618 S.F. 1 REE PROTECTION DETAIL BLOCK LLz 5" 5 BREEZEWAY CONVERTED 4.05' F 5 5 5 5 4.51' S N.T.S. 10.56' 44.53' 26.00' TO LIVING SPACE 108 S.F. NOTES' A — — — — — — — — — — — — — — — — — — — — — -- +213'S I (N)CONC.STOOP 9S.F. +214. (N) FRONT PORC & L.S. 89 S.F. 1 _ MIVIMUM SIX (6) FOOT HIGH TFMPORARV CHAINI INK FFNCF SHAI I BF PI ACF0 AT DISTANCF OF GFNFRAI lY TWO (2) FFFT OUTSIDF THE DRIP I INF OF THE 30" O.H. (TYP) I I TOTAL NEW 4 6 S.F. SIGNIFICANT TREEIS). FENCE SHALL COMPLETELY ENCIRCLE TREE(S). INSTALL FENCE POSTS USING 1.5-INCH STEEL POSTS DRIVEN 2 FEET INTO THE GROUND. — — — — — EDGE OF NEW I I 2ND FLOOR CANT'L L — TOTAL (E) + (N) = 3,024 S.F. 2, MOVABLE BARRIERS OF CHAIN LINK FENCING SECURED TO CEMENT BLOCKS MAY BE SUBSTITUTED FOR "FIXED" FENCING IF THE PROJECT ARBORIST AND � — — — — — — — — — — -- ROOF DECK IL CITY STAFF AGREE THAT THE FENCING WILL HAVE TO BE MOVED TO ACCOMMODATE CERTAIN PHASES OF CONSTRUCTION_ MODIFICATIONS TO FENCING �L 10.39' TOTAL 3,024 S.F. / 12,150 = 24.8 % IMPERVIOUS AREA MATERIAL AND LOCATION MUST BE APPROVED BY PLANNING OFFICIAL AND PROJECT ARBORIST. o 3. THE FENCING CAN BE MOVED WITHIN THE DRIP LINE OF THE TREE IF AUTHORIZED BY THE CLEARING AND GRADING INSPECTOR AND THE PROJECT N3: I (E) BREEZEWAY NEW ROOF DECK I C) ARBORIST BUT NOT CLOSER THAN 2' FROM THE TRUNK OF ANY TREE. ONLY EXCAVATION BY HAND OR COMPRESSED AIR SHALL BE ALLOWED WITHIN THE o CONVERTED TO o/ (E) GARAGE N MAX BUILDING HEIGHT ^, CV DRIP I INF OF TRFFS, MACHINF TRFNCHING SHAI I. BF Al I OWFD. FENCE LINE40T LIVING SPACE I W (E) GARAGE = 520 S.F. I HEIGHT CALCULATION: O coDRYING 4. TREATMENT Of ROOTS EXPOSED DURING CONSTRUCTION. FOR ROOTS OVER TWO (2) INCII DIAMETER DAMAGED DURING CONSTRUCTION, MAKE A CLEAN F STRAIGHT CUT TO REMOVE DAMAGED PORTION OF ROOT, ALL EXPOSED ROOTS SHALL BE TEMPORARILY COVERED WITH DAMP BURLAP TO PREVENT HOUSE = (E) ROOF I LL I A=274.5' AND COVERED WITH SOIL AS SOON AS POSSIBLE. O.H. I B=273.5' 0 5. NO STOCKPILING OF MATERIALS, VEHICULAR TRAFFIC, OR STORAGE OF EQUIPMENT OR MACHINERY SHALL BE ALLOWED WITHIN THE LIMIT OF THE FF = 214.2 I C=273.5' D=273.7 LL U) �--+ U) FENCING. WORK WITHIN PROTECTION FENCE SHALL K DONE MANUALLY UNDER THE SUPERVISION OF THE ON -SITE ARBORIST AND WITH PRIOR APPROVAL BY THE CITY PLANNING OFFICIAL. I I I TOTAL = 1 Z Q Extend for ne ent in ry I _ _ — — — GRA AVERAGE GRADE (1095.2/4) = 273.8' a O 6. FENCING SIGNAGE AS DETAILED ABOVE MUSI BE POSTED EVERY I'll' TEEN (10! FEET ALONG THE FENCE. THE SIGN SHALL BE A MINIMUM OF 8-5-INCHES BY I I ANCII I N I HIGHEST RIDGE—298.48' ow 296.7� MAXIMUM = 298.8' (AVG. GRADE + 25' M El O \�V r'r I LINE F FLOOR AB L LL I NOTES: 0% FF = 215.65 7A �a �N I T (N) COVERED ORGH I 00 W N UyJ 63 S.FJ I I All disturbed areas to be compost amended per 2014 SWMMWW BMP T. ¢\?,\,ems; P� 5.13. --- --- -- -- xtend front of h e to covered porch edg — — — — — — — — — — Y— — — — I Install and maintain all TESC measures according to approved plans, City of D 0, +2 3.5' Edmonds standard details, and all other measures that may be required +213.1' ��\,\4� O� during construction. 1. No additional foundation except for 24"x24" porch footings 2-12 LL I filter socks will be added to any catch basins downstream from the 2. Only ground disturbance is the covered front porch construction site. O EXISTING DRIVEWAY I REVISION O O O 89\ �ti ZLZ TO REMAIN I May 13 2024 O O O O O O O QO �¢ � I CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD20221293 OO 210 a' O O SITE BENCH MARK NAIL +269.9' I GRATE LU APPROVED BY PLANNING Nothin in the permit approval process sh e g p pp ° 99 I in reted as allowing or permittin a maintenance < 8 FILTER SOCK WITH OVER FLOW HOLES C1 266 EXISTING GRAVEL 89L LL I_ I of any rently existing illegal, conforming or unpermitte uilding, struct a or site condition which is outside the sco of the ermit application, regardless LLI Q I J (TYP) FILTER SOCK WITH � !�,_ FENCE LINE ✓ Jun 13 2024 of whether such builds structure or condition is H � ^ L.L OVER FLOW HOLES + ' ° F F F F F I Nothingin the permit a p approval process shall be shown on the site pi n or dra g. Such building, LU (NP) N00° 5T 01 " E 90.00' 99z interpreted as allowing or permitting the maintenance structure or cond• ion ma be the su ct of a separate Y p 0 Q W 4 a . CATCH BASIN 20 foot easement for I of any currently existing illegal, nonconforming or enforcement tion. a ingress, egress and (L/ LU unpermitted building, structure or site condition which .°°- - utilities over, across SITE PLAN and under the South LL is outside the scope of the permit application, regardless v, V J ° 20 feet of the north 90 Q of whether such building, structure or condition is ROVED BY P N N I N G Scale: 10'-0" feet of Tract 41; I shown on the site plan or drawing. Such building, I except the East 135 feet thereofE structure or condition may be the subject of a separate .'a C E E D enforcement action. Apr 023 A 1 2023 LL CI OF ONDS DEV OP ENT VICES I DEPARTMENT �r I Zone RS-10 Corner Flag x LU NOTES: I Setbacks: Required Actual MEMBER CATCH BASIN 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN LL North 10' 8'1O" THIS APPLICATION AT ALL TIMES DURING I A 12. CONSTRUCTION PERIOD. East 10, 55' ANY SEDIMENT IN CATCH BASIN INSERT SHALL BE REMOVED WHEN INSERT IS 260 10, 101411 SOUth BiD ALL DISTUSOIL ALL BE DISTURBED ONE-THIRD FULL. I C OST AMEN PER CITY OF 3. CITY INSPECTION REQUIRED ON ALL EDMONDS S D DETAIL SD-642 OR 10, 38' 5" West AMERICAN INSTITUTE o f EROSION CONTROL METHODS BEFORE LL I OVE UAL. BUILDING DESIGN OTHER WORK CAN BEGIN. LU 25' 17- I Height FILE NUMBER: REVISION DATE I 22.9' TEMPORARY JANUARY 2018 THIS SITE PLAN IS ONLY FOR 9 I CITY O F M O N S SEDIMENT TRAP I WNER/CONTRACTOR RESP BLE FOR LOCATING 22-016 PUBLIC WORKS FOR CATCH BASINS STANDARD REVISION IGNORE PREVIOUS ALL O OCATION/REVISION TO ANY UTI AY REQUIRE A SEPERATE PERMIT. THIS DRAWING IS COPYRIGHTED AND IS TO BE USED SOLELY FOR DATE: DEPARTMENT DETAIL LL I THE CONSTRUCTION OF THE SUBJECT PROJECT. NO OTHER USE Fs APPROVAL STAMPSOF THIS DRAWING SHALL BE PERMITTED WITHOUT THE WRITTEN t �g9� APPROVED BY: R. ENGLISH ER-902 BILE FOR ER/CCTOR IS RE�RAISNIAGE CONSENT OF BROOKES DESIGN INC.. WRITTEN DIMENSIONS 77EROS� SHALL TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS. 4/5/2023 CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC I PERTAINING TO THE WORK BEFORE PROCEEDING. THIS OFFICE Lll MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS SCALE: AND/OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH L VARIATION SHALL BE RESOLVED BY THIS OFFICE PRIOR TO LL PROCEEDING WITH THE WORK OR CONTRACTOR SHALL ACCEPT 1 /411 = 1 1011 Ap I{ nt shall repai eplace all ENGINEERING ISION FULL RESPONSIBILITY FOR COST TO RECTIFY SAME. damage s or frontage OV S NOTED SHEET #: 1 im rovem sin CI ' - f-way N/M peril it andards that is cause y CONTRACTOR TO VERIFY ALL EXISTING AND FINISH CONDITIONS. oc s during the permitted project. 04/27 CONTRACTOR SHALL NOTIFY THE DESIGNER AND STRUCTURAL 20, I ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION SO HE MAY MAKE PROPER REVISIONS TO THE WORK. SITE LL © Brookes Design, Inc. ALL RIGHTS RESERVE, DUPLICATION AND DISTRIBUTION OF THIS PLAN WITHOUT WRITTEN PERMISSION IS PROHIBITED