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SEE REV1 APPROVED ENG PLN RESUB2 BLD2022-1293+Site_Plan+4.11.2023_5.49.25_PM+3477590— — 8" CONCRETE 5E1NER F F F I S00° 59, 01" W 90.00, 0 O � I DECIDUOUS I V1 N E SIGNIFICANT EXISTING TREE TREE 8' 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 �wllrrr y -� i I LL I C QJ VARIFS � 'iAW% Y_C PLAN AlfF SEE Pt.w I— LU STREET SETBACK25' w SIDE YARD 10' Qj Q O '� (n `: I 0 WARNING TRFf lu REAR YARD 20' W PRO T !C I ION ARl/1 111 I p. SITE COVERAGE: -� � � Q t , y L ^ z O I HOUSE/PORCH FOOTPRINT 2,253 S.F. x 00 6 o LL LL <'-+ `p TOTAL 2,253 SF / 12,150 = 18.5% (35% MAX ALLOWED) LO N (6 o LO c2 DEDICATE 406 S.F. OF IMPERVIOUS AREA: N CD 00 M w ROOF AREA TO SPLASH M I LU 00 BLOCK (E) HOUSE 1,273 S.F. Z (E) GARAGE 520 S.F. O 00 (E) DRIVEWAY 825 S.F. _ LL cw+nLII• r�cr I.S' DRIVEl\ STEEL Pnv%S -� M" 101rrC 00 SPLASH GOT TOTAL EXISTING 2,618 S.F. 1 REE PROTECTION DETAIL BLOCK LLz 8" 5 BREEZEWAY CONVERTED 4.05' F5 5 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. +274. (N) FRONT PORCH 289 S.F. 1 _ MIVIMUM SIX (6) FOOT HIGH TFMPORARV CHAINI INK FFNCF SHAI I BF PI ACF0 AT DISTANCF OF GFNFRAI IY TWO (2) FFFT OUTSIDF THE DRIP I INF OF THE 30" O.H. (TYP) TOTAL NEW = 406 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 F -- — — — — — — — — — — -- 1 ROOF DECK CITY STAFF AGREE THAT THE FENCING WILL HAVE TO BE MOVED TO ACCOMMODATE CERTAIN PHASES OF CONSTRUCTION_ MODIFICATIONS TO FENCING �L 9' 10.31z 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 �� I (E) BREEZEWAY NEW ROOF DECK � 3: 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 i MAX BUILDING HEIGHT DRIP I INF OF TRFFS, MACHINF TRFNCHING SHAI 140T BF Al I OWFD. � FENCE LINE --LIVING SPACE W F (E) GARAGE = 520 S.F. I HEIGHT CALCULATION: > O co 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 (E) ROOF HOUSE = 12"13 5.F 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' LL N �--+ U) FENCING. WORK WITHIN PROTECTION FENCE SHALL K DONE MANUALLY UNDER THE SUP SUPERVISION OF THE ON -SITE ARBORIST AND WITH PRIOR APPROVAL BY THE CITY PLANNING OFFICIAL. I I TOTAL I TOTAL = 1095.2' Z Q dz!I I AVERAGE GRADE (1095.2/4) = 273.8' J a O 6. FENCING SIGNAGE AS DETAILED ABOVE MUSI BE POSTED EVERY FIF TEEN (10! FEET ALONG THE FENCE. THE SIGN SHALL BE A MINIMUM OF 8.5-INCHES BY U_ � I HIGHEST RIDGE 298.48' I MAXIMUM = 298.8' (AVG. GRADE + 25') �1 11-INCHES. N O I \\��'— I N I FF = 215.65 LINE F FLOC AB —y Dy0(N) COVERED PORCH I m I I LL I NOTES: o0 W e 289 S.F. I All disturbed areas to be compost amended per 2014 SWMMWW BMP T. ?�¢--- I 5.13. --- ----- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Y— I Install and maintain all TESC measures according to approved plans, City of D +2 3.5' Edmonds standard details, and all other measures that may be required 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. EXISTING O O O 89\ z�z DRIVEWAY TO REMAIN I O O Qo LL I BLD2022- 1293 210 O O a' O O SITE BENCH MARK NAIL +269.9' GRATE LU I Nothing in the permit approval process shall be interpreted the ° 991,1 as allowing or permitting maintenance < . , 8 FILTER SOCK WITH OVER FLOW HOLES 26� EXISTING GRAVEL 89z LL I of any currently existing illegal, nonconforming or unpermitted building, structure or site condition which is outside the scope of the application, regardless LLI Z Q .. I permit J J () TYP g FILTERI SOCK WITH !:,_ ✓ FENCE LINE of whether such building, structure or condition is H ^L L. OVER FLOW HOLES + ' F F F F F I shown on the site plan or drawing. Such building, LU ° (NP) structure or condition may be the subject of a separate (� W 4 a . CATCH BASIN ° N00° 5T 01 " E 90.00' 20 foot easement for 99z I enforcement action. Q a ° ingress, egress and (L/ �A4� �" SITE utilities over, across PLAN and under the south FW- LL I V U)J ° 20 feet of the north 90 APPROVED BY PLANNING Scale: 10'-0" feet of Tract 41; I I ! except the East 135 a feet thereof I �" RECEIVED Apr 18 2023 Apr 12 2023 a. LL CITY OF EDMONDS DEVELOPMENT SERVICES 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 I- CONSTRUCTION PERIOD. East 10, 55' 2. ANY SEDIMENT IN CATCH BASIN INSERT SHALL BE REMOVED WHEN INSERT IS 260 10, 1014" South B�D ONE-THIRD FULL. I ALL DISTURBED SOILS SHALL BE COMPOST AMENDED PER CITY OF 10' 38' 5° 3. CITY INSPECTION REQUIRED ON ALL EDMONDS STANDARD DETAIL SD-642 OR West AMERICAN iNSTiTUTE o f EROSION CONTROL METHODS BEFORE I APPROVED EQUAL. BUILDING DESIGN OTHER WORK CAN BEGIN. LULL 25' 25' � I Height FILE NUMBER: REVISION DATE TEMPORARY JANUARY 2018 9 I CITY OF EDMONDS SEDIMENT TRAP OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING 22-016 PUBLIC WORKS FOR CATCH BASINS STANDARD ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY 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 OF THIS DRAWING SHALL BE PERMITTED WITHOUT THE WRITTEN Fs t 189() APPROVED BY: R. ENGLISH ER-902 OWNER/CONTRACTOR IS RESPONSIBLE FOR CONSENT OF BROOKES DESIGN INC.. WRITTEN DIMENSIONS EROSION CONTROL AND DRAINAGE SHALL TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS. 4/5/2023 CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC 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 Applicant shall repair/replace all ENGINEERING DIVISION FULL RESPONSIBILITY FOR COST TO RECTIFY SAME. damage to utilities or frontage APPROVED AS NOTED SHEET #: yuM improvements in City right-of-way CONTRACTOR TO VERIFY ALL EXISTING AND FINISH CONDITIONS. per city standards that is caused or occurs during the permitted project. Jell Wtno4t 04/27/2023VV CONTRACTOR SHALL NOTIFY THE DESIGNER AND STRUCTURAL 20, 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