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APPROVED ENG PLN RESUB2 BLD2022-1367+SITE_Plan+1.6.2023_9.18.27_PM+3303020I (JJ w O � SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM N II I I i w / / M POINT PER oo C:) EXISTING DATUGIS MAP CITY OF EDMONDS I / T5f 2 LINE ESTIMATED 361.37 I I I PROPER Y M/ I I I I I 5ft2 Studio Architects 0 1 CAUTION: �� 14 — — , W I CAUTION: EXISTING SITUATION, o 44 E 126 _ _ _ CAUTIOG OUT OF SETBA ERiFNEDFgY I I I I 2625 Northup Way Suite 100 Bellevue, WA 98004 W 00 1 1 I EXTERIOR WALL OF REFER TO SHORT PLAT 1 `I 89 1 — — —� I SETTING TY LINE TO E V / I I I I I 00 1 I NEW ADDITION DO NOT DOCUMENTATION DATED — _ _ — — — cn I PROPER NEEDED / I 1 1 (E) Rockery EXCEED SETBACK LINE 10/18/1991 _ — l m — — _ _ SUR T PLAT I -. ist. storm_water discharge VEYOR IF N SHOR I I I info@5ft2studio.com 1 1 I retaining wall to CONTRACTOR ERDACTOR TO VERIFY _ — — I _ —m — — — F — PROPERTY LINE pF www.5ft2studio.com 1 remain — — new clean out will be _ — — — _ _ _373.53'— \ located within 2' of the — I a� - / E)(►STINGNTATION DATED 1011811991 I I I I Q (E) Tree to' 3 house. I I I SETBACK / DOCUME I exist.open pipe I I 1 �--- — remove 11 _ discharge to daylight _ — ., �' — — �4 sewer line refer to sewer permit dated 08/28/09 (— — _ /_ — — — — — — — — I I I (E) Tree to � 5� 372.32' �� CO D o _ _ I \365.74' I I relocate �, 3j i az.� J N — — / B / I 2©92ti1T2 REGISTERED 1 1 2 / R grade " -- - -- / \ / / I I ARCHIT T 1 380.93' /� i _ — DS-6 discharge on new \ I \ `1 Cl) / — — — — g / I EXISTING SITUATION, -D 1 1 (E) tn d to ( ) p - \\ T M_ DS- splash block I / REFER TO SHORT PLAT I I -Ip E avers I stormwater floor from half s� \ Cr re to remove _ -'`\ f6 � Remove (E) I - ( I \ DOCUMENTATION DATED s I - I =n PEIKLI P \ 1 \ 1 1 I Rockery o of new ddition water floor) I \ i STATE OF WASNIN TON To 10/18/1991 I 1= 1 00 I N o / I retaining wall I °' / 1 \ 1 1 M I o 8, Demo exist. pipe I L m o I c0 0 8" 13' - 3" I / I `/ — - `L I I S I _ 'l 0 - - 10.06.2022 an clean out 1 I Regrade H:2.5, V_1 �I / 25' _ � \ r o 1, new footing drain N / I - I I W I CD ACCEPTABLE TIGHTLINE \ 1 I - 04 / 2 0 2 2 4 8 3 R D AV E W FRONT SETBACK I I I m - \ NEW EVES around new addition r / I I -S m 1\ 1 I I m / \ I -z I= I (p MATERIAL: O i o � 2'-°" PROPERTY PARCEL #00431200000603/ I I� SDR35 1 1 I \ (E) Tree \ I / / I / I O I I I O SCH 40 \ 369.71 _ NEW DINING / \ I -� I 375.82' \ I to remove ADDITION I / I / \ I I C7 N-12 O (D F810 HANCOR / EXISTING - I I I I n 1 I O 6' - 1° I / LEVEL1: 1,316 SF I / I / \ I O I I ° I G) 1 1 Regrade H:2.5, V:1 \ / BASEMENT: 418 SF I \ I I 100 \ — �� r- 1 / Demo exist. pipe, I / I I I Demo half of (E) stair z, o % disconnect to the / _- 11734 SF I (L) Asphalt dri-6way I N rn OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING N� U _ , I catch basin I � � I I I \ � I I G) I ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY I I (N) concrete I 1 / (N) Downspout / I (n UTILITIES MAY REQUIRE A SEPERATE PERMIT. \ I retaining wall block y height to match 2 steps re ed discharge to exist. I I \ _ DS-5 I I I I I step N — / , DS-5 discharge on downspout pointI I I \ (E) Rockery I iv new splash block exist. open pipe discharge I I / I 1 I \ I retaining wall to (storm water flow / _ (n / I 20224 remain Remain stairs, steps 1 from part of existing I / I I I reduce, modify riser's 7' - 2 1/4' roof and half of new / (E) Wooden deck / \ I height in field I addition roof) / \ I I I / I I I I I EDMONDS \ �\ \ I (E) Pavers I / (� ONLY FOOTING DRAIN SH/ �LL Concret�\ I I /= T / 20224 83RD AVEoCONNECT HERE. NO GUTTER stair W, EDMONDS, TIGHTLINE CONNECTION �OWED. / WA 98026-6728 rn BUILDING PERMIT I I (sue Remain (E) pavers, softscape / / I I I I I I and rockery I I I / I Ln (E)I 11 I / w t I �` II Concrete / I I m stair I I w / I water I / I ater lin C — — e/ — / meter I \ — I (N) Downspout discharge to I I _ out exist. donwspointI I Il l I I p L DS-1 DS-2 (PI Downspout I I I I I I I / ischar e to exist.4363.7'3'\ 371.87' I �TESL NOTE. (E) Tree C ownspout point, D /to remove I I I 1. All disturbed areas to be compost amended per 2014 \ pipe discharge to I I I I I SWMMWW BMP T.5.13. I 1_> I / splash block 2. Install and maintain all TESC measures according to approved plans, City of Edmonds standard details, and all other measures I 374.44' Sq//d /J \ I I I I I I APPROVED BY PLANNING that may be required during construction. I I I \C' I S � � �Fks I II Jan 09 2023 l , l ope �Stor I ( I I I I I WATER AND SEWER SEPARATION NOTE: A minimum of 10' of horizontal separation is required between water and sewer lines. I FILE APPLICATION " Ier The City of Edmore SIDE SEWER- PERMIT amp NT No..................NEW CONSTRUCTION Od REPAIRS-r 41 � OWNER ..._..............�C-.P ....._._....I.....1. .�..L._n_5.............. .. CONTRACTOR ..................�_ :_y._!.................:..I:..e......------------------. PERMIT No. .. �// / ADDRESS ..........._.. ..Ci..a.. .. !.....................iF.... ........lia1...PS_!...... LEGAL DESCRIPTION: LOT No....................I/--...................`....I.. ELOCKI No...........L......................._............ 1 NAME OF ADDITION ...................... 9—Ah.5.T............... L.�+.. 1.1.0..01.. A........_...f.'t C/'".3 • • WE (0 0 N of M N 0 N APPROVED AUG 2 81969 Approved: II�, DATE..0�..l./..:.-.. ............... By ........................................ SITE PLAN 3/16" = V-0" 670\ xist.open pipeN33 I II I ,� ischarge to daylight NO. DESCRIPTION DATE$ l� 4 II I I 1 Revision 1 12/2/2022 I 2 Revision 2 1/6/2023qQ4.63,/ I I % \ I Existingcan be used / I I driveway I I r ck pad / I OWNER/CONTRACTOR IS RESPONSIBLE FOR as construction entrance. I I / EROSION CONTROL AND DRAINAGE I I I ALL DISTURBED SOILS SHALL BE COMPOST I EDMONDS STANDARD DETAIL 6442 OR APPROVED EQUAL. SITE DATA AND ZONING / \-- / I / N I I I STRUCTURAL LOT COVERAGE (ECDC 16.20.030) SEE CALCULATION DIAGRAMS ON 1 /A6.1 & 2/A6.1 Applicant shall repair/replace all ENGINEERING DIVISION / I I damage to utilities or frontage APPROVED AS NOTED CANOPY DRIP LINE / \ I / 1 improvements in City right-of-way DEFINES TREE & / I per city standards that is caused or tt IIJJ I I occurs during the permitted project. - J VV W �e!� Y•�ybC 01 /26/2023 MAXIMUM LOT COVERAGE BY STRUCTURES = 35% VEGETATION / \ \ I / I I I no Td LL IQN AREA / I -- TOTAL LOT SIZE 8,194 SF PER SHORT PLAT DOCUMENTATION DATED 10/18/1991 1 / -- *---- / I / I I DATE: 10.06.2022 ALLOWED MAX. LOT COVERAGE = 35% x 8,194 SF= 2,867.9 SF TREE & VEGETATION PROTECTION: / \ EXISTING: 1,620 SF 1. Chain link fence required (no orange construction fence or plywood); PROPOSED: 1.988 SF (24%) 2 RA ' h h' ' 354.30 I BUILDING HEIGHT HEIGHT CALCULATION (ESTIMATED, RESOURCE (ECDC 16.20.030) FROM: SNOHOMISH COUNTY IMAP) SEE CALCULATION DIAGRAMS ON A: 372.80' 3/A6.1 & 4/A6.1 B: 365.74' C: 371.87' D: 365.33' TOTAL: 1,475.74' AVE. GRADE: 1,475.74'/4 = 368.935' 25 FT ALLOWED; MAX.: 393.935' PROPOSED: 387' - 8" 18' 8 3/4" FROM AVE. GRADE < 25' DRIVEN FENCE I POSTS AT 8' I MAX INTERVAI-3 f- -a----.iI:r - F I I R IR I I I R 11f IICLL 6C Yt4 r-1A1IV14 rC111,uNu AROUND ENTIRE DRIP LINE ON PERMIT SITE. ALTERNATIVE TREE PROTECTION, IF APPROVED BY SDCI, AS SHOWN ON SITE PLAN Inlmum 6 Ig , -1- 1 S ITE 3. Fence shall be supported by rigid posts driven into the ground at 8' maximum I 1 intervals; / / I PLAN 4. Must be installed prior to demolition or ground disturbance; 5. Kept in place for the duration of construction; I TREE LEGEND: I I 6. No dumping of any materials in the protection area; I I 7. No soil disturbance or activity allowed within the fenced area: material J) / English Laurel, 1.9" D.B.H., to remove I I I storage/stockpiling, parking, excavation, dumping or washing; I 8. Modifications of these requirements by approval of sdci planner only (general O Paperback Maple, 1.75" D.B.H., to relocate contact number 684-8850); 9. If roots greater than 2-inch found outside of fencing, protect by hand O3 Golden Hinoki Cypress, 2.8" D,B.H., to remove BLD2022-1367 excavation ( Green Leaf Japanese Maple,1.9" AO.1 and, if necessary, cut cleanly and keep covered and moist; D.B.H., to remove RES U B 10. Use 3 inches or deeper wood chip mulch outside fenced areas to protect feeder roots. D.B.H. =Diameter Breast Height Jan 09 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT