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APPROVED ENG PLN_BLD RESUB2 BLD2021-0886+Building_or_Construction_Plan+8.12.2021_12.36.19_PM+2353549 (2)APPLICABLE CODES: DRAWING LIST: All drawings and written material herein constitute the original and unpublished work of PRDG architecture + design, andthe same may not be duplicated, used, or disclosed without the written consent of PRDG architecture + design, O 2021. FALLON RESIDENCE 1116 VISTA PL EDMONDS, WA 98020 SCOPE OF WORK: NEW LANDSCAPE AND RETAINING WALL CONSTRUCTED PER GEOTECH RECCOMENDATIONS I PARCEL #: 00548900002209 LEGAL DESCRIPTION: PUGET SOUND MCHY DEPOT 5 AC TRS BILK 000 D-09 - W 29OFT OF N 165FT OF TR 22 LESS W20OFT THEREOF ZONING MAP: NE-24-27-3 LOT AREA: 14,810 SF BASE ZONE: RS-12 STRUCTURE HEIGHT & YARDS: BASE HEIGHT ALLOWED: 35' PROPOSED: 12'-0" FRONT YARD: SETBACK REQUIRED PROPOSED: SIDE YARDS: SETBACK REQUIRED PROPOSED: SITE PLAN 25'-0" 38'-8 2' EXTG 1 10-'0", 6'-6" EXTG REAR YARD: SETBACK REQUIRED: PROPOSED: BUILDING AREA INFO: LOT AREA 1 ST FLOOR LIVING (GROSS): TOTAL INCL. NON -LIVING: MAX LOT COVERAGE: PROPOSED LOT COVERAGE: 25'-0" 2 SPACES REQUIRED EXTG 14,810 SF 1,199 SF EXTG 1,199 SF EXTG 35% OF ENTIRE LOT AREA: 14,810 SF X 35%= 5,183 SF ALLOWED 1,199 EXTG SF < 5,183 SF ALLOWED = OK PROPOSED ADDITIONAL IMPERVIOUS SURFACES: REPLACED IMPERVIOUS SURFACE: 859 SF NEW IMPERVIOUS SURFACE: 537 SF TOTAL ADD. IMPERVIOUS SURFACE: 1,396 SF MAX IMPERVIOUS SURFACE: 1,396 SF < 5,000 SF = OK (CATEGORY 2) BUILDING CODE: 2018 INTERNATIONAL BUILDING CODE RESIDENTIAL CODE: 2018 INTERNATIONAL RESIDENTIAL CODE ENERGY CODE: 2018 INTERNATIONAL ENERGY CODE ELECTRICAL CODE: 2018 NATIONAL ELECTRICAL CODE PLUMBING: 2018 UNIFORM PLUMBING CODE MECHANICAL CODE: 2018 INTERNATIONAL MECHANICAL CODE FIRE CODE: 2018 INTERNATIONAL FIRE CODE ADDITIONAL AMENDMENTS: x SPECIAL INSPECTIONS: 1. GC TO COORDINATE ALL REQUIRED INSPECTIONS EDDIE CHERRY-FALLON 1116 VISTA PL EDMONDS, WA 98020 T: E: falliano@hotmail.com STRUCTURAL ENGINEER: x ARCHITECT: PRDG, PC GUSTAVO A. PENENGO, RA P.O. BOX 16328 SEATTLE, WA 98116 T:(888)400-9063x101 E: gapenengo@prdg.net T1 PROJECT INFO & SITEPLAN T2 SURVEY T3 DRAINAGE AND EROSION CONTROL A5.0 SECTIONS vista n 0 Cascade Ln 3 D 1116 VISTA PL EDMONDS. WA 0 20 Vista PI Vista 11 Vista PI KEY MAP: VICINITY MAP SCALE: NTS R R D G architecture + design P.O. Box 16328 Seattle, WA 98116 t:888.400.9063 X 101 w w w. p r d g. n e t PERMIT 2021.06.22 REVISION 2021.07.29 REVISION #2 2021.08.06 ST,�TE OF U�ASHI�GTON PROJECT INFO & SITE PLAN SCALE: 1 /8"=1'-O" 1116 VISTA PL EDMONDS, WA 98020 FALCON RESIDENCE T1 LEGAL DESCRIPTION TOPOGRAPHIC & B:Owi RY SURV PARCEL A: THE WEST 290 FEET OF THE NORTH 165 FEET OF TRACT 22, PUGET SOUND MACHINERY DEPOT FIVE ACRE TRACTS, ACCORDING TO PLAT SCHEDULE B ITEMS THEREOF RECORDED IN VOLUME 5 OF PLATS, PAGE 47, RECORDS OF SNOHOMISH COUNTY, WASHINGTON; APPROX. LOCATION k EXCEPT THE WEST 200 FEET THEREOF. APPROX. LOCATION PER 10' INGRESS/EGRESS & UTILITY PER RECORDS (TYP) PSE MAP N0. Q162067 EASEMENT, REC. NO. 1126222 0 212.37 zn.3 0 OCKERY 10' INGRESS/EGRESS 223.7 10' INGRESS/EGRESS & (, 4. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: ROAD AND UTILITIES ❑wM G G - -- & UTILITY EASEMENT PER DEED UTILITY EASEMENT, REC. V PARCEL B: titi - - , N0, 1078292 AREA AFFECTED: A PORTION OF SAID PREMISES ° 10' INGRESS/EGRESS " 6 A NON-EXCLUSIVE EASEMENT FOR ROAD PURPOSES AND THE RECORDED: APRIL 15, 1946 RECORDING NO.: 815306 & UTILITY EASEMENT REC. NO. 1078292 1/ PL MAINTENANCE AND REPAIR OF SAME, OVER, ACROSS AND UPON THE (PLOTTED) 205.98 ti0�� 211.97, VISTA NORTH 10 FEET OF THE WEST 200 FEET OF SAID TRACT 22, AND 202.76 N Ok ti -223.78., VVl TOGETHER WITH A NON-EXCLUSIVE EASEMENT FOR ROAD AND 5. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: UTILITY PURPOSES, AND THE MAINTENANCE AND REPAIR OF SAME, PURPOSE: ROAD AND UTILITIES; MAINTENANCE AND REPAIR ti OVER, ACROSS AND UPON THE SOUTH 10 FEET OF THE WEST 290 AREA AFFECTED: A PORTION OF SAID PREMISES g FEET OF TRACT 21, OF SAID ADDITION. RECORDING NO.: 1078292 (PLOTTED) 4 SITUATE IN THE CITY OF EDMONDS, COUNTY OF SNOHOMISH, STATE 6. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: 9 OF WASHINGTON. PURPOSE: INGRESS, EGRESS AND UTILITIES AREA AFFECTED: A PORTION OF SAID PREMISES FOUND MON IN CASE RECORDED: JANUARY 6, 1955 TACK/LEAD, DOWN 0.5' RECORDING NO.: 1126222 (PLOTTED) BASIS OF BEARINGS 7. AGREEMENT FOR EASEMENT AND THE TERMS AND CONDITIONS THEREOF: INGRESS/EGRESS & �,UOTIILITY EASEMENT, REC. NOS. ti°� 2110 1 ST 7, 2012 815306, 1078292, 1iNGRESS/EGRESS 1?048 4 OCKERY " N 00.10 30 E BETWEEN FOUND CENTERLINE MONUMENTATION RECORDING NOU201208070369 O ::: 10' INGRESS/EGRESS & ALONG 11 TH AVE NORTH PER R1 REGARDING: MAINTENANCE OF DRIVEWAY (PLOTTED) PLOTTED EASEMENT PER DEED I EAVE °�° 222.91LITILITY EASEMENT, REC. Nos. 815306, 1078292, 1126222 8. ALL COVENANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS, I O O o OCKERY F xzzo.z 11 ASPHALT 1 P � 3. 0' E EASEMENTS OR OTHER SERVITUDES, IF ANY, DISCLOSED BY THE 221.67 r ' I / P RECORDED PLAT OF PUGET SOUND MACHINERY DEPOT FIVE ACRE N 211.04 OO OO . r •, , • r •• �, N / REFERENCES TRACTS, RECORDED UNDER RECORDING NO. 97638. I • .' •• r �' r ; :� THIS POLICY DOES NOT INSURE THAT THE LAND DESCRIBED IN WOOD 2,6.4 m •, D •A <I r •• r' •• m •r •, wx /P P / SCHEDULE A IS BENEFITED BY EASEMENTS, COVENANTS OR OTHER ALL • r . r w w R1. RECORD OF SURVEY, AFN. 201206115001, APPURTENANCES SHOWN ON THE PLAT OR SURVEY TO BENEFIT cn O r I r r "3 �. 3' x 65' DRIVEWAY EASEMENT RECORDS OF SNOHOMISH COUNTY, WASHINGTON. OR BURDEN REAL PROPERTY OUTSIDE THE BOUNDARIES OF SAID o o 22,8 E�.• •� P REC. N0. 201208070369 LAND. (BLANKET IN NATURE) z2 2,•,9 I AVE J ; �P LQ• "� LLi (n 9. MATTERS SET FORTH BY SURVEY: N N �h 2181 • o RECORDED: DUNE 11, 1987 211.98 "�' 219.21 �2 ;'$, : i >_ w (D RECORDING NO.: 8706115004 (CURRENT CONDITIONS SHOWN) N WALL N N x2o6.6 46.8' 2jp7 212 g0' BLDG , r 221.63� 221.55 221.57 O � N z OO C O c J o0 CL O VERTICAL DATUM 10.MATTERS SET FORTH BY SURVEY: RECORDED: JUNE 11, 2012 3.7' E cn o �o `n 206 9 OVERHANG •, :: z a LL RECORDING NO.: 201206115001 (CURRENT CONDITIONS SHOWN) I A I r•, ;� 0 > Cf) NAVD88 PER GPS OBSERVATIONS o LE'END I N � �,��`Z° d•, ".i m N O w z I W O D WI DECK °GJ���° CjO�S� zz,.s9 .: •2z,.6�x U V = 0 ASPHALT SURFACE - J GRAVEL SURFACE m ° �° ��� 22 '8 :: Q U �XXS�S�S�5�5�S�SS& BUILDING NAIL AS NOTED C/) D �ti W 4• 1 z W SURVEYORS NOTES 7 I c- •r�w CONC .:I Q o z CENTERLINE ROW ►�� MONUMENT IN CASE (FOUND) APPROX. LOCATION PER ti6 FF EL=214.4 zz1 s STEPS 221.93 ' : � O CO CLEANOUT P ❑ POWER METER PSE MAP N0. Q162067 WOOD 2z2.s, ORCH SET PK NAIL o J CULVERT PIPE POWER OVERHEAD P ( ) WALL " 2'�99 A. ,r •' ESMT COR ON LINE T � O J 1. THE TOPOGRAPHIC SURVEY SHOWN HEREON WAS PERFORMED IN �G I FF EL=222.9 • iz2sr JULY OF 2020. THE FIELD DATA WAS COLLECTED AND RECORDED Q CONCRETE SURFACE PPO POWER POLE 222.02 N ASPHALT O ON MAGNETIC MEDIA THROUGH AN ELECTRONIC THEODOLITE. 2�Ss D HOUSE N0. 1116 221 1 5.4' E THE DATA FILE IS ARCHIVED ON DISC OR CD. WRITTEN FIELD RETAINING WALL O REBAR AS NOTED (FOUND) O I I FOOTPRINT=1,199 fS.F. h . CONC NOTES MAY NOT EXIST. CONTOURS ARE SHOWN FOR CONVENIENCE ONLY. DESIGN SHOULD RELY ON SPOT ELEVATIONS. �<Z72Z INGRESS/EGRESS EASEMENT REBAR & CAP (SET) w Z U) cn zo3o �o O 2oa6zo5?' ul 21z5 OQ OQ 2,3.52 ,' STEPS O L6 ING./EG. UTILITY EASEMENT ��,�/�� ROCKERY � i,� -. � Q � c� 2. ALL MONUMENTS SHOWN HEREON WERE LOCATED DURING THE COURSE OF THIS SURVEY UNLESS OTHERWISE NOTED. z ^ �:_:_;_:�;� DRIVEWAY EASEMENT SDCOo STORM CLEANOUT < w Q r• 3. THE TYPES AND LOCATIONS OF ANY UTILITIES SHOWN ON THIS DECK SIZE TYPE o TREE (AS NOTED) O m o 0 Q _NIS o w �; � O N N w cJ DRAWING ARE BASED ON INFORMATION PROVIDED TO US, BY OTHERS OR GENERAL INFORMATION READILY AVAILABLE IN THE FENCE LINE (WOOD) WM❑ WATER METER FLAGSTONE SURFACE YARD LIGHT U) o- _ >- N "� � m O 0 I 2b.79 a I 217.8x EAVE 220.0 16.5' J O_ Z6 .a PUBLIC DOMAIN INCLUDING, AS APPLICABLE, IDENTIFYING r- ) O O D 21g4 14.4 p A ��31 � " MARKINGS PLACED BY UTILITY LOCATE SERVICES AND OBSERVED SS SEWER LINE W WATER LINE 0 ' ;> O o Vic; BY TERRANE IN THE FIELD. AS SUCH, THE UTILITY INFORMATION G GAS LINE z SHOWN ON THESE DRAWINGS ARE FOR INFORMATIONAL �00�r' PURPOSES ONLY AND SHOULD NOT BE RELIED ON FOR DESIGN cn I I OR CONSTRUCTION PURPOSES; TERRANE IS NOT RESPONSIBLE OR `n 0 �� LIABLE FOR THE ACCURACY OR COMPLETENESS OF THIS UTILITY WALL I 16" CED ti INFORMATION. FOR THE ACCURATE LOCATION AND TYPE OF UTILITIES NECESSARY FOR DESIGN AND CONSTRUCTION, PLEASE 6.1' E FENCE END .212.9 V O 3 2, W 2p51 I Q) Q) CONTACT THE SITE OWNER AND THE LOCAL UTILITY LOCATE o O - SERVICE (800-424-5555). 4. SUBJECT PROPERTY TAX PARCEL NO. 00548900002209 " I x204.2 I \ =214.1 \ 0 5. SUBJECT PROPERTY AREA PER THIS SURVEY IS 14,850 ±S.F. (0.34 ACRES) I 6 W^^`, 6. THE PROPERTY DESCRIBED HEREON IS THE SAME AS THE ti`°� 34" CED ; i 0 PROPERTY DESCRIBED IN TITLE RESOURCES GUARANTY COMPANY, COMMITMENT NO. RC 40255493, WITH AN EFFECTIVE DATE OF 2p44 o MAY 26, 2020 AND THAT ALL EASEMENTS, COVENANTS AND \ Q RESTRICTIONS REFERENCED IN SAID TITLE COMMITMENT OR rn APPARENT FROM A PHYSICAL INSPECTION OF THE PROPERTY OR io o I iI N OTHERWISE KNOWN TO ME HAVE BEEN PLOTTED HEREON OR O CO OTHERWISE NOTED AS TO THEIR EFFECT ON THE PROPERTY. 7. FIELD DATA FOR THIS SURVEY WAS OBTAINED BY DIRECT FIELD ( IN FEET ) 1 INCH = 10 FT. \ %\ 00/'�/'� MEASUREMENTS WITH A CALIBRATED ELECTRONIC 5-SECOND TOTAL STATION AND/OR SURVEY GRADE GPS OBSERVATIONS. ° ' Ln ALL ANGULAR AND LINEAR RELATIONSHIPS ARE ACCURATE AND O 1"� cR U) d" MEET THE STANDARDS SET BY WAC 332-130-090. O \ AOE BREgK I Ln \ \ N N R �OF ti \ V7 N V I C I N I TY MAP APPROX. LOCATION RF � PER q� RECORDS (TYP) IE 4"PV 14.87' - O N.T.S. ti j L - ' `II �7' SS SS SS S SS SS - - - - - - - - - - - - - - FENCE END 1 00' ti SS SS SS SS S 209 5x SS SS - - SS SS SS SS A z1 S 1-I O 00 O ,--I 3.5' W I FOUND REBAR/CAP LS# 30581 JOB NUMBER: 201263 WOOD WALL 214.6 ' 0.06W OF PROP COR DATE: 08107120 79g x203.0 202.8 26 DRAFTED BY: IDV-DSS SITE g80 z o N 89`34'28" W 90.00' z WOOD 2168 21s` �Z'8p WALL 6 FENCE COR 0. 6' N& 1. 2' E CHECKED BY: JGM/CSP J _j z17 2 s I OF PROP COR SCALE: 1 " = 10' 1 I I < rn o WALL 0 7' S OF PROP COR REVISION HISTORY STEEP SLOPE/BUFFER DISCLAIMER: THE LOCATION AND EXTENT OF STEEP SLOPES SHOWN ON THIS DRAWING ARE FOR INFORMATIONAL PURPOSES ONLY AND CANNOT BE RELIED ON FOR DESIGN AND/OR CONSTRUCTION. THE PITCH, LOCATION, AND EXTENT ARE BASED SOLELY ON OUR a f lwJ GENERAL OBSERVATIONS ON SITE AND OUR CURSORY REVIEW OF READILY AVAILABLE PUBLIC DOCUMENTS; AS SUCH, TERRANE CANNOT BE LIABLE OR RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY STEEP SLOPE INFORMATION. ULTIMATELY, FOUND MON IN CASE BRASS DISK, DOWN 0.5' THE LIMITS AND EXTENT OF ANY STEEP SLOPES ASSOCIATED WITH ANY SETBACKS OR OTHER DESIGN OR CONSTRUCTION PARAMETERS MUST BE DISCUSSED AND APPROVED At SHEET NUMBER BY THE REVIEWING AGENCY BEFORE ANY CONSTRUCTION CAN OCCUR. 1 OF 1 CONSTRUCTION STORMWATER CONTROL (CSC) GENERAL NOTES FILTER FENCE STABILIZED CONSTRUCTION ACCESS TREE & VEGETATION PROTECTION COMPOST SOCK T 10' - 0" 0 30^ ANGLE EACH ° TEMPLATE VERSION: FILTER FABRIC MATERIAL 60" WIDE BOLLS. USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE MIRAFI 70OX OR PRE -APPROVED EQUAL IF USED, STABILIZE THE CANOPY DRIP LINE TREE PROTECTION FENCING AND SIGN DEFINES TREE & VEGETATION PROTECTION AREA A �o� o END PREVENT FLOW EXCESS SOCK �o AROUNN D (TYP.) MATERIAL DRAWN • 2017-06-02 C. THRESHOLDS AND APPLICABILITY. INLET AND OUTLET OF IN AND TIED OFF. 2" X 2" X 14ga WIRE FABRIC OR METAL FENCE POSTS EQUIV. (OPTIONAL -PER SITE CONDITION) THE TEMPORARY CULVERT WITH QUARRY SPALLS 1. CHAIN LINK, WIRE MESH, OR SIMILAR OPEN RIGID MATERIAL (NO PLYWOOD) 2" X 2" X 3' z a AT STAKETYP (TYP.) WOODEN STAKE 1. THE THRESHOLDS OUTLINED IN THIS SECTION ARE ONLY APPLICABLE TO THIS SUBSECTION (C). SEE ALSO 2. MUST BE INSTALLED PRIOR TO DEMOLITION DISAREAED THE EDMONDS STORMWATER ADDENDUM FOR SUPPLEMENTAL INFORMATION ON THRESHOLDS. `° TEMPORARY CL 52 DUCTILE 0 OP OR GROUND DISTURBANCE I I COMPOST SOCK SEE NOTE 1 o ' BURY BOTTOM OF FILTER Z I I IRON CULVERT REQUIRED IF E�j51• LENGTH PER THE DPD SITE CONSTRUCTION ACCESS DEVELOPMENT INSPECTOR 3. KEPT IN PLACE FOR THE DURATION OF CONSTRUCTION REs ,•,;.:: ;; �P • . , a. ALL DEVELOPMENT SHALL BE REQUIRED TO COMPLY WITH MINIMUM REQUIREMENT NO. 2. N MATERIAL IN 8" X 12" TRENCH CROSSES A DRAINAGE DITCH -� 4. NO SOIL DISTURBANCE OR ACTIVITY J ALLOWED WITHIN FENCED AREA: MATERIAL b. CATEGORY 1 PROJECT SITES SHALL COMPLY WITH MINIMUM REQUIREMENTS NO. 1 THROUGH NO. 5. I I 11 STORAGE/STOCKPILING, PARKING, - • CATEGORY 1 INCLUDES PROJECTS THAT: o ;� Ill -ICI !I =III,, �i-1I,,, L4 / EXCAVATION, DUMPING, OR WASHING 5. MODIFICATIONS OF THESE REQUIREMENTS BY I CONTOUR LINE TYP. ` z i. RESULT IN 2,000 SQUARE FEET, OR GREATER, OF NEW PLUS REPLACED HARD SURFACE AREA; OR —1L — — — — — — 6'-01 I 1 C / 6. FPROOTS LGREATERI ANN2RINCHLFOUND SI 2"x 2"x 3' WOODEN STAKE, DETAIL PLAN VIEW SPACED EVERY 3' O.C. (TYP.) ii. HAVE LAND DISTURBING ACTIVITY OF 7,000 SQUARE FEET OR GREATER. �+ co MAXIMUM , R=25' �MIN. OUTSIDE OF FENCING, PROTECT BY HAND EXCAVATION AND, IF NECESSARY, CUT CLEANLY AND KEEP MOIST I REQUIRED REQUIRED I SPACING VARIES (TYP.) SEE NOTE 3 �� (, z C. CATEGORY 2 PROJECT SITES SHALL COMPLY WITH MINIMUM REQUIREMENTS NO. 1 THROUGH NO. 9. CATEGORY 2 INCLUDES PROJECTS THAT: u LI C: I N FILTER FABRIC MATERIAL a � 4"-8" QUARRY SPALLS (RECYCLED CONCRETE IS 7. USE 3 INCHES OR DEEPER WOOD CHIP SIGNAGE FENCING MULCH OUTSIDE FENCED AREAS TO o z PROTECT FEEDER ROOTS i DISTURBED 1. COMPOST SOCK SHALL BE IN ACCORDANCE WITH AREA STANDARD SPECIFICATION 9.14.4(9). COMPOST ;r,, 00 SOCK SHALL BE A MINIMUM OF1 " IN DIAMETER V J < J ^ BACKFILL WITH WASHED Tff ;c, - .III= NOT ALLOWED) \`' � VEGETATION PROTECTION .,, ; OR SIZED TO SUIT CONDITIONS AS SPECIFIED BY THE ENGINEER. I..L i. RESULT IN 5,000 SQUARE FEET, OR GREATER, OF NEW PLUS REPLACED HARD SURFACE AREA; OR GRAVEL BACKFILL IN TRENCH =11 AND ON BOTH SIDES OF TI GEO-TEXTILE FABRIC 2. ALWAYS INSTALL COMPOST SOCK PERPENDICULAR ii. CONVERT 0.75 ACRES, OR MORE, OF VEGETATION TO LAWN OR LANDSCAPED AREAS; OR FENCE FABRIC ON THE SURFACE. NATIVE BACKFILL 12" MIN. THICKNESS 1. ORANGE MESH OR SIMILAR OPEN MATERIAL 2. MINIMIZE CONSTRUCTION ZONE 3. PROTECT VEGETATION OUTSIDE � TO SLOPE AND ALONG CONTOUR LINES. _ PROTECTED �•�:�_ `. O O MAY BE USED IF APPROVED BY THE SITE INSPECTOR. u CONSTRUCTION ZONE WITH FENCING AS TREE &VEGETATION FENCING AROUND ENTIRE DRIP LINE ON PERMIT SITE. AREA 3. REMOVE SEDIMENT FROM THE UP SLOPE SIDE OF SECTION THE COMPOST SOCK WHEN ACCUMULATION HAS iii. CONVERT 2.5 ACRES, OR MORE, OF NATIVE VEGETATION TO PASTURE. SHOWN ALTERNATIVE TREE PROTECTION, IF APPROVED REACHED 1/2 OF THE EFFECTIVE HEIGHT OF THE COMPOST SSOCK. `) 4. USE 3 INCHES OR DEEPER WOOD CHIP BY SDCI, AS SHOWN ON SITE PLAN MULCH OUTSIDE FENCED AREAS TO (SHOWN AS SLOPE PROTECTION) 4. MAY BE USED IN PLACE OF FILTER FENCE FOR z 2. ADDITIONAL REQUIREMENTS FOR ROAD -RELATED PROJECTS. FOR ROAD -RELATED PROJECTS, RUNOFF FROM THE NEW HARD SURFACES (INCLUDING PAVEMENT, SHOULDERS, CURBS, AND SIDEWALKS) AND THE CONVERTED NOTE: ANGLE SILT FENCE BACK UP THE SLOPE AT THE END OF RUN. STABILIZED ACCESS SHALL BE USED IN ALL AREAS OF THE SITE WITH VEHICLE TRAFFIC AND PROTECT FEEDER ROOTS PREMIER CONTROL. O VEGETATION AREAS SHALL MEET ALL THE MINIMUM REQUIREMENTS IF THE NEW HARD SURFACES TOTAL 5,000 PARKING, INCLUDING PLANTING STRIPS. RECYCLED CONCRETE IS NOT ALLOWED. LINK TO MORE TREE PROTECTION INFORMATION: U SYMBOL: NO SYMBOL: 0E SYMBOL: 8 0 0 cs SQUARE FEET OR MORE. IN ADDITION, IF THE NEW HARD SURFACES TOTAL 5,000 SQUARE FEET OR MORE AND SYMBOL: VEG W F_ bi N/ CC cn TOTAL 50 PERCENT OR MORE OF THE EXISTING HARD SURFACES WITHIN THE PROJECT LIMITS, RUNOFF FROM THE 0. G NEW AND REPLACED HARD SURFACES AND THE CONVERTED VEGETATION AREAS SHALL MEET ALL THE MINIMUM STOCKPILE AND EXPOSED SLOPE COVERING 6 MIL (MIN) CLEAR W W z REQUIREMENTS. THE PROJECT LIMITS SHALL BE DEFINED BY THE LENGTH OF THE PROJECT AND THE WIDTH OF BURY SHEETING IN 8 FT. PLASTIC SHEETING TRENCH of 8 r 11 Q THE RIGHT-OF-WAY. 9 EROSION AND SEDIMENT CONTROL PER GEOTECH RECCOMENDATIONS A MIN. OF 6 MIL (MIN) ANCHOR WEIGHTS WITH SETBACK FROM TOP OF ANCHOR WEIGHTS WITH SLOPE, BACKFILL WITH Q `J 3. NEW CONNECTIONS TO THE CITY'S MS4 WHEN THE PROPOSED CONNECTION DOES NOT INVOLVE ACTIVITY &REGISTERED CT POTENTIAL SOURCES OR CAUSES OF EROSION AND SEDIMENTATION DEPEND ON CONSTRUCTION ❑ MINIMIZING THE LENGTH AND STEEPNESS OF SLOPES WITH EXPOSED SOILS AND COVER METHODS, SLOPE LENGTH AND GRADIENT, AMOUNT OF SOIL EXPOSED AND/OR DISTURBED, SOIL EXCAVATION SURFACES WITH ANCHORED PLASTIC SHEETING CLEAR PLASTIC STAKES STAKES STRAW SHEETING WASHED ROCK 10' MAX. WATTLE 7 L z THAT MEETS THE DEFINITION OF DEVELOPMENT. SITES THAT ARE NOT CURRENTLY CONNECTED TO THE CITY'S TYPE, CONSTRUCTION SEQUENCING AND WEATHER. THE IMPACTS ON EROSION -PRONE AREAS CAN ❑ DECREASING RUNOFF VELOCITIES WITH CHECK DAMS, STRAW BALES OR COIR WATTLES CONVEY RUNOFF TO APPROVED LOCATION Q Q MS4 BUT THAT WISH TO CONNECT DIRECTLY OR INDIRECTLY TO THE CITY'S MS4 MAY BE ALLOWED ON A BE REDUCED BY IMPLEMENTING AN EROSION AND SEDIMENTATION CONTROL PLAN. THE PLAN ❑ CONFINING SEDIMENT TO THE PROJECT SITE PROVIDE ENERGY SOIL BERM DISSIPATION AT TOE U CASE -BY -CASE BASIS, SUBJECT TO CITY APPROVAL. FOR SITES THAT PROPOSE TO DRAIN GREATER THAN OR GUSTENGO SHOULD BE DESIGNED IN ACCORDANCE WITH APPLICABLE CITY AND/OR COUNTY STANDARDS. ❑ INSPECTING AND MAINTAINING EROSION AND SEDIMENT CONTROL MEASURES a WHEN NEEDED J EQUAL TO 2,000 SQUARE FEET OF HARD SURFACE AREA TO THE CITY'S MS4, MINIMUM REQUIREMENTS AND BMPS STATE OF WASHINGTON RGI RECOMMENDS THE FOLLOWING EROSION CONTROL BEST MANAGEMENT PRACTICES (BMPS): FREQUENTLY (THE CONTRACTOR SHOULD BE AWARE THAT INSPECTION AND MAINTENANCE OF EROSION CONTROL BMPS IS CRITICAL TOWARD THEIR SATISFACTORY m O J a_ ASSOCIATED WITH STORMWATER FLOW CONTROL AND/OR WATER QUALITY TREATMENT (SUCH AS THOSE STRAW BALES OUTLINED IN SUBSECTIONS (D)(1) THROUGH (9) OF THIS SECTION) MAY BE REQUIRED IF THE CONNECTION POSES _ SCHEDULING SITE PREPARATION AND GRADING FOR THE DRIER SUMMER AND EARLY FALL PERFORMANCE. REPAIR AND/OR REPLACEMENT OF DYSFUNCTIONAL EROSION CONTROL MONTHS AND UNDERTAKING ACTIVITIES THAT EXPOSE SOIL DURING PERIODS OF LITTLE ELEMENTS SHOULD BE ANTICIPATED.) \ TOE IN SHEETING IN \ 4"x6" TRENCH A MIN. \ 3' IN. O Q ANY RISK TO DOWNSTREAM SYSTEMS SUCH AS EROSION, FLOODING, PROPERTY DAMAGE, HABITAT DAMAGE, OR NO RAINFALL OF 3 FT. SETBACK FROM \ b BOTTOM OF SLOPE, � v ! ^ WATER QUALITY DEGRADATION, OR OTHER RELATED IMPACTS. - RETAINING EXISTING VEGETATION WHENEVER FEASIBLE PERMANENT EROSION PROTECTION SHOULD BE PROVIDED BY REESTABLISHING VEGETATION V, - ESTABLISHING A QUARRY SPALL CONSTRUCTION ENTRANCE USING HYDROSEEDING AND/OR LANDSCAPE PLANTING. UNTIL THE PERMANENT EROSION INSTALLING SILTATION CONTROL FENCING OR ANCHORED STRAW OR COIR WATTLES ON PROTECTION IS ESTABLISHED, SITE MONITORING SHOULD BE PERFORMED BY QUALIFIED BACKFILL WITH WASHED CONVEY RUNOFF TO APPROVED LOCATION ROCK z ` z D. MINIMUM TECHNICAL REQUIREMENTS. THIS SECTION DESCRIBES THE MINIMUM TECHNICAL REQUIREMENTS - THE DOWNHILL SIDE OF WORK AREAS PERSONNEL TO EVALUATE THE EFFECTIVENESS OF THE EROSION CONTROL MEASURES. 0 FOR STORMWATER MANAGEMENT AT DEVELOPMENT SITES. = COVERING SOIL STOCKPILES WITH ANCHORED PLASTIC SHEETING PROVISIONS FOR MODIFICATIONS TO THE EROSION CONTROL SYSTEM BASED ON MONITORING STOCKPILES CONVEY RUNOFF TO 0 - REVEGETATING OR MULCHING EXPOSED SOILS WITH A MINIMUM 3-INCH THICKNESS OF OBSERVATIONS SHOULD BE INCLUDED IN THE EROSION AND SEDIMENTATION CONTROL PLAN. STRAW IF SURFACES WILL BE LEFT UNDISTURBED FOR MORE THAN ONE DAY DURING WET APPROVED LOCATION 1. MINIMUM REQUIREMENT NO. 1 — PREPARATION OF STORMWATER SITE PLANS. THE CITY SHALL REQUIRE A U STORMWATER SITE PLAN FROM ALL PROJECTS MEETING THE THRESHOLDS IN SUBSECTION (C) OF THIS SECTION. WEATHER OR ONE WEEK IN DRY WEATHER = DIRECTING RUNOFF AWAY FROM EXPOSED SOILS AND SLOPES SLOPES STORMWATER SITE PLANS SHALL USE SITE -APPROPRIATE DEVELOPMENT PRINCIPLES TO RETAIN NATIVE VEGETATION AND MINIMIZE IMPERVIOUS SURFACES TO THE EXTENT FEASIBLE. STORMWATER SITE PLANS SHALL SYMBOL: BE PREPARED IN ACCORDANCE WITH CHAPTER 3 OF VOLUME 1 OF THE SWMMWW AND THE REQUIREMENTS IN THE EDMONDS STORMWATER ADDENDUM. z 2. MINIMUM REQUIREMENT NO.2 — CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN (SWPPP). Z 0 0 a. THRESHOLDS. Zee U 222 U i. ALL DEVELOPMENT PROJECTS ARE RESPONSIBLE FOR PREVENTING EROSION AND DISCHARGE OF SEDIMENT AND OTHER POLLUTANTS INTO RECEIVING WATERS. COMPLIANCE WITH THIS MINIMUM REQUIREMENT I — CAN BE ACHIEVED FOR AN INDIVIDUAL SITE IF THE SITE IS COVERED UNDER ECOLOGY'S GENERAL NPDES PERMIT FOR STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITIES AND FULLY IMPLEMENTING THE 222 Q 0 REQUIREMENTS OF THAT PERMIT. � Q N z7 ii. A CONSTRUCTION SWPPP IS REQUIRED FOR ALL PROJECTS WHICH (A) RESULT IN 2,000 SQUARE FEET OR Q MORE OF NEW PLUS REPLACED HARD SURFACE AREA, (B) WHERE A STRUCTURE WITH AN EXTERIOR HARD ° SURFACE AREA OF AT LEAST 2,000 SQUARE FEET IS BEING DEMOLISHED, (C) WHICH DISTURB 7,000 SQUARE FEET tie I-__ OR MORE OF LAND, OR (D) WHEN THE SITE FALLS WITHIN THE EARTH SUBSIDENCE LANDSLIDE HAZARD AREA, 1 1 LANDSLIDE HAZARD AREA OR STEEP SLOPE CRITICAL AREA. PROJECTS THAT DO NOT MEET ANY OF THE ABOVE 2 CRITERIA ARE NOT REQUIRED TO PREPARE A CONSTRUCTION SWPPP, BUT MUST CONSIDER ALL OF THE ELEMENTS LISTED BELOW FOR CONSTRUCTION SWPPPS AND DEVELOP CONTROLS FOR ALL CONSTRUCTION SWPPP — — — — — — — — — — — — — — — — — — — — — — — — — —I — ELEMENTS THAT PERTAIN TO THE PROJECT SITE. WM J 1 C. SEASONAL WORK LIMITATIONS. FROM OCTOBER 1 ST THROUGH APRIL 30TH, CLEARING, GRADING, AND OTHER r a I SOIL DISTURBING ACTIVITIES MAY ONLY BE AUTHORIZED BY THE CITY IF IT CAN BE DEMONSTRATED THAT SILT -LADEN RUNOFF WILL BE PREVENTED FROM LEAVING THE SITE THROUGH A COMBINATION OF THE FOLLOWING: Qo i. SITE CONDITIONS INCLUDING EXISTING VEGETATIVE COVERAGE, SLOPE, SOIL TYPE, AND PROXIMITY TO I I I I 00 00O RECEIVING WATERS; AND Q�l I ° ` I 21$ ii. LIMITATIONS ON ACTIVITIES AND THE EXTENT OF DISTURBED AREAS; AND i 2\6 210 N iii. PROPOSED EROSION AND SEDIMENT CONTROL MEASURES, IN ACCORDANCE WITH SUBSECTION (D)(2)(D) OF x I CD THIS SECTION. BASED ON THE INFORMATION PROVIDED AND/OR LOCAL WEATHER CONDITIONS, THE CITY MAY EXPAND OR m RESTRICT THE SEASONAL LIMITATION ON SITE DISTURBANCE. THE FOLLOWING ACTIVITIES ARE EXEMPT FROM THE SEASONAL CLEARING AND GRADING LIMITATIONS, EXCEPT FOR SITES LYING IN WHOLE OR IN PART WITHIN AN I I I 2os I D EARTH SUBSIDENCE AND LANDSLIDE HAZARD AREA AS DEFINED BY ECDC 19.10.020(F): I 216 i. ROUTINE MAINTENANCE AND NECESSARY REPAIR OF EROSION AND SEDIMENT CONTROL BMPS; ii. ROUTINE MAINTENANCE OF PUBLIC FACILITIES OR EXISTING UTILITY STRUCTURES THAT DO NOT EXPOSE THE ��a I I 0 206 1 U SOIL OR RESULT IN THE REMOVAL OF THE VEGETATIVE COVER TO SOIL; AND `Q_ I � ��� � I O iii. RETROFIT. PROJECTS THAT DISCHARGE DIRECTLY OR INDIRECTLY TO THE CITY'S MS4 AND THAT CONTAIN EXISTING HARD SURFACES ON THE PARCEL OR COMMON PLAN OF DEVELOPMENT THAT DO NOT DRAIN TO AN I APPROVED STORMWATER MANAGEMENT FACILITY ARE REQUIRED TO PROVIDE ON -SITE STORMWATER MANAGEMENT BMPS TO MANAGE A PORTION OF THOSE EXISTING HARD SURFACES THAT WILL REMAIN AFTER PROJECT COMPLETION. BMPS FROM LIST NO.1 SUBSECTION OF THIS SECTION) SHALL BE APPLIED TO _ _ _ _ — — — — — — — — — 16 - 214 — — — — — — — — — J FF I 1 (SEE (D)(5)(D) A MINIMUM OF 25 PERCENT OF THOSE EXISTING UNMANAGED SURFACES, BUT TO NO MORE THAN THE AREA „/�� �� �� �� �� �� 2va EQUAL TO THE PROPOSED NEW PLUS REPLACED HARD SURFACES. ONLY FOR THOSE EXISTING UNMANAGED HARD SURFACES THAT REMAIN AFTER PROJECT COMPLETION, ° v ° a �0 O�� a ° ° _ O 0 O D a o ti APPLICANTS ARE NOT REQUIRED TO EVALUATE BMPS IN PRIORITY ORDER OR DOCUMENT INFEASIBILITY FOR a ° ° v x THESE EXISTING SURFACES (AS IS REQUIRED UNDER SUBSECTIONS (D)(5)(B)(II) AND (III) OF THIS SECTION). ° " O HOWEVER, IF IT IS DETERMINED THAT THE MINIMUM 25 PERCENT REQUIREMENT CANNOT BE MET DUE TO BMP a ° ° a ° as o ° a a a a a Ro° INFEASIBILITY, DOCUMENTATION OF BMP INFEASIBILITY IS REQUIRED. IN ADDITION, WHEN RUNOFF FROM EXITING CD UNMANAGED HARD SURFACES IS MIXED WITH RUNOFF FROM NEW PLUS REPLACED HARD SURFACES, THOSE ° ° a v a ,° a , ° a a 00 BMPS MUST BE SELECTED AND DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS FOR MANAGEMENT OF NEW v a° a ° ° v a a ° v a a ° ° �° 2�z PLUS REPLACED HARD SURFACES (PER SUBSECTIONS (D)(5)(B)(II) AND (III) OF THIS SECTION). SEE THE SWMMWW ° a v° a ° ° AND THE EDMONDS STORMWATER ADDENDUM FOR ADDITIONAL DETAILS ON ON -SITE STORMWATER MANAGEMENT 214 BMP INFEASIBILITY. v ° CE (1) FOR SITES LOCATED WITHIN EARTH SUBSIDENCE AND LANDSLIDE HAZARD AREAS OR THEIR BUFFERS, A ° GEOTECHNICAL DESIGN, ANALYSIS, AND REPORT BY A GEOTECHNICAL ENGINEER IS REQUIRED FOR THE ON -SITE 212 Zoe Z SYSTEM. ON -SITE STORMWATER MANAGEMENT BMPS FROM LIST NO. 1 IN SUBSECTION (D)(5)(D) OF THIS SECTION 0 SHALL BE EVALUATED FOR ALL NEW PLUS REPLACED HARD SURFACES AND LAND DISTURBED. PROJECTS ARE NOT REQUIRED TO EVALUATE BMPS IN PRIORITY ORDER OR DOCUMENT INFEASIBILITY. THE PROJECT APPLICANT MAY ____ 210 GRAVELPAID W BE SUBJECT TO AN EXTRA PERMIT PROCESSING FEE FOR CITY REVIEW OF THE GEOTECHNICAL ANALYSIS. 210 �iOF FD FD FD FD FD FD FD FD FD F FD FD FD F PROJECTS ARE REQUIRED TO COMPLY WITH ALL OTHER APPLICABLE CITY REQUIREMENTS, SUCH AS CHAPTER J 19.10 ECDC (EARTH SUBSIDENCE AND LANDSLIDE HAZARD AREAS). 801- 1 L.. Ia_ � 208 206 1 Q (2) FOR SITES LOCATED OUTSIDE EARTH SUBSIDENCE AND LANDSLIDE HAZARD AREAS OR THEIR BUFFERS, SUBSECTION (D)(5)(B)(II) AND (III) OF THIS SECTION SHALL BE FOLLOWED TO EVALUATE SITE APPROPRIATE BMPS L FF FF � 200 � 900 STRAW BALE PER GEOTECH DATE: 2021.08.06 Cfl RECCOMENDATION STANDARD -- -- — -- -- -- -- -- — — — — 2°° _ 198 CSC/SOIL CONSTRUCTION STORMWATER CONTROL & POST CONSTRUCTION SOIL MANAGEMENT PLAN ," 2" PLAN cn SHEET T3 NOTE: THIS PLAN IDENTIFIES THE MINIMUM MEASURES REQUIRED; ADDITIONAL MEASURES MAY BE REQUIRED BASED ON CONSTRUCTION METHODS AND ACTUAL AREA OF DISTURBANCE. Q SCALE: 1" = 8' NORTH ARROW All drawings and written material herein constitute the original and unpublished work of PRDG architecture + design, andthe same may not be duplicated, used, or disclosed without the written consent of PRDG architecture + design, © 2021. oL SECOND FLOOR EL = 222.9' oL FIRST FLOOR EL = 214.4' SECTION LOOKING NORTH SCALE: 3/16"=1'-O" oL SECOND FLOOR EL = 222.9' FIRST FLOOR EL = 214.4' SECTION LOOKING NORTH PRDG architecture + design P.O. Box 16328 Seattle, WA 98116 t:888.400.9063 X 101 w w w. p r d g. n e t PERMIT 2021.06.22 REVISION 2021.07.29 10499 REGISTERED �I?GriITECT STATE OF ��ASHINGTON SECTIONS SCALE: 3/16"=1'-O" 1116 VISTA PL EDMONDS, WA 98020 FALCON RESIDENCE A5.0