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APPROVED ENG STM Site Plans_Hitchens-Kearsley-11-18-20 A1.0, TESC, D1.0• N v 00 o U / A New Residence For The Hitchens Family " THE HITCHENS RESIDENCE a� /i / / 17901 VISTA DEL MAR o 0 00 W O EDMONDS WA 98026 b 00 � PROJECT TEAM VICINITY MAP SHEET INDEX � o • 1 "1 ` Al TITLE SHEET, SITE PLAN ss // QWN�2; SITE:-- O TESC - EROSION CO ROL AND DEMO PLANPROJ=cr W Zo 3g 6' / /� / LAURA AND GARTH HITCHENS 3380126TH AVE NE 17901 Vi5TA DEL MAR COUNTY �� PARK D1.0 DRAINAGE / UTILITY PLAN D1.1- DRAINAGE DETAILS a BELLEVUE, WA 98005 _ L1 O LANDSCAPE PLAN LOWER PUGET SOUND / PROPOSE)A2.0 - FOUNDATION PLAN (ARCHITECTURAL) j FL. FOOTPRINT PHONE: (425) 882-9524 A3.0 LOWER FLOOR PLAN O /� PROPOSED UPPER / - A4.0 - MAiN FLOOR PLAN . �� , i F. L OUTLINE ' PROPOSED ROOF OVERHANG DESi NER GENERAL CONTRACTOR: G G ROBiN KEARSLEY - EDMOND5 A5.0 R00 P LAN A6.0 - SOUTH AND WEST ELEVATIONS `p �� A8 0 SECTION A A AND ARCH DETAi L S � N / a tosr\ 6631 NORM 113EACH ROAD EDMONDS, WA 98026 - - A9.0 - GENERAL NOTES00 � • y � LOT 11' \ Q sus / D 13=147.7' op �`'o \ PHONE: (425) 478-6380 51.1- STRUCTURAL NOTES • IST L MAR i' �1` /yob �. �\ EMAIL: r@kearsleyhomes.com PROJECT ADDRESS 51.2 STRUCTURAL NOTES � � Q? (09,26 S) j 00914200* 10o / y / E9 LOT 9 & 10 '� ' s VISTA DEL MAR ~'�ti LiSCENSE: KEARSHi005NH EXP.10/23/19 17901 VISTA DEL MAR 52.1- FOUNPA11ON PLAN(STRUCTURAL)4--' 52.2 - UPPER FLOOR FRAMING PLAN / -"17904 VISTA DEL,IVIAR DR/ /� 00914200001000 EDMOND5, WA 98026 \ 1790E VISTA DEL MAR DR STRUCTURAL ENGINEER: 52.3 - ROOF FRAMING PLAN 52.4 - UPPER ROOF FRAMING PLAN r--a /- o GREG GUiLLEN AND MORGAN KRUSE PROJECT DESCRiPTiON 52.5 - STRUCTURAL SECTIONS 53.1- SCHEDULES Q C� v _ - -� - �o�wQ�w�e �.�°� PROP. UPPER 80 P \ FL. DECK ,o CG ENGINEERING 250 4TH AVE 5., SUITE 200 DEMOLITION OF EXISTING 897 5F, 2 BDRM,1 BATH _ 54.1 FOUNDATION DETAILS vA I'j o� �w� , w o o o 10 EDMONDS WA 98020 RESIDENCE. CONSTRUCTION OF A NEW 4759 SF RESIDENCE WiTH ATTACHED GARAGE. 54.2 - FOUNDATION DETAILS .. `�`� / cf' ;'PROPOSED ° ''s. 162' / PHONE: 425 778-8500 ( ) AN 54.3 - FOUNDATION DETAILS RESIDENCE LOWER FLOOR = 2116 5F �: j www.cgengineering.com 55.1- WOOD FRAMING DETAILS 55.2 - WOOD FRAMING DETAILS O O 6 /' UPPER FLOOR = 2648 5F �` C 2 w� LEGAL DE5CRiPTION 55.3 - WOOD FRAMING DETAILS ,� 1 �OO / �/ SECTION 07 TOWNSHIP 27 RANGE 04 QUARTER V+ �� p ,A= 1 / LAND5CA1'E DESIGN: 56.1- ROOF FRAMING DETAILS �i 7� SW AND SECTION 12 TOWNSHIP 27 RANGE 03 56.2 - ROOF FRAMING DETAILS w PROPOSED / o MARK CHRiSTiANSEN EVERGREEN CONCEPTS QUARTER SE ViSTA DEL MAR 13LK 000 D-00 - LOT 11 TGW EQ AND UNDN 1/12 iNT iN KAiREZ DR 57.1- STEEL FRAMING DETAILS 57.2 - STEEL FRAMING DETAILS - GARAG / PROP. UPPER FL. DECK - - - - - 3 �.. GARAGE SLAB 16 w TH 1800 74 AVE SE EVERETT WA 98205 57.3 - STEEL FRAMING DETAILS 57.4 - STEEL FRAMING DETAILS NG RESIDENCE, /-B--1-570 _ BE REMOVED - �� PHONE: (425) 397-8712 www.evergreenconcepts.net TAX PARCEL NUMBER 2015 ENERGY CODE INFORMATION: 5.1' x 12.21' PROPERTY ADDED TO EXIST. LOT 11, +/- 62 S QUICK CLAiM DEED / RECORDED 12-30-19 A.F. 201912300472 SNOHOMiSH COUNTY, WA "� o 'y m' PROPOSED UPPER FL. GARAGE OUTLINE 00914200001100 MEDIUM DWELLING UNIT 3.5 CREDITS RQ'D CREDIT FROM TABLE R 406.2 Lu STRUCTURAL DESIGN CRITERIA 27031200400300 9205 OLYMPIC VIEW DR 4 �' N �; � ,PROP. ENTRY PORCH o ' N D =1602 , 2015 IRC,IMC, UPC. 2017 NEC, WSEC-R-2017 LOT SIZE 2b-AIR LEAKAGE CONTROL / EFFICIENT VENTILATION:1.0 CREDIT PROPOSED 21' WiDE DRIVEWAY 5 / 5Ei5MiC ZONE: D1 WiND SPEED: 85 MPH BASK 110 MPH ULTIMATE 23,087 5F 0.53 ACRES ( ) COMPLIANCE BA5ED ON R402.4.1.2: REDUCE TESTED AiR / 45.00� EXPOSURE: C LEAKAGE TO 2.0 AIR CHANGES / HOUR (MAX) AND ALL WHOLE HOUSE VENTILATION REQUIREMENTS PER M1507.3 OF IRC TO BE - _ I D SNOW LOAD: 25 P5F 2"/HOUR ZONING MET WiTH HEAT RECOVERY VENTILATION SYSTEM WITH MIN. RECOVERY OF O " I _(TOP -DRAIN LfD)------ -`�� _RAiN• 5 5' - - - - _ SOiLS: PER iRC TABLE R405.1 5ENS15LE HEAT EFFICIENCY 0.70. / R512 MAX. ALLOWABLE SOiL 1500#/5F 3b - HIGH EFFICIENCY HVAC EQUIPMENT: 1.0 CREDIT 27031200400400 DEAD LOADS AiR-50URCE HEAT PUMP WiTH MINIMUM H5PF OF 9.0 1: 9207 OLYMPIC VIEW DR A FLOOR =12 P5F BUILDING HEIGHT ROOF =15 P5F 5c - EFFICIENT WATER HEATING: 1.5 CREDITS WATER HEATING SYSTEM SHALL INCLUDE ONE OF THE n, EXT. WALL -12 PSF AVERAGE GRADE - 154..7 FOLLOWIN0.91 G: GAS, PROPANE OR OIL WATER HEATER WITH MIN. EF x / iNT. WALL -10 P5F MAX. BUILDING HEIGHT - 25' ABOVE AVERAGE GRADE O / FLOOR LiVE LOAD = 40 P5F MAX. ALLOWED HEIGHT = 179.T PROPOSED RIDGE 176.1' ELECTRIC HEAT PUMP WATER HEATER WITH A MIN. EF OF 2.0 AND MEETING STANDARDS OF NEEA'S NORTHERN CLIMATE W DECK LiVE LOAD= 60 P5F = 5PEC5. FOR HEAT PUMP WATER HEATERS. Z DATUM =155' (TOP OF DRAiN Lit) AT STREET) Z F AVERAGE GRADE CALCULATIONS VISTA DEL MAR DRIVE AVERAGE GRADE RECTANGLE A: 1480 13:C: INSULATION VALUES: W (162' + 162.5' / 2) = 162.75' D: 160.2' BUILDING AREAS W W / 2703120040050o 9209 OLYMPIC VIEW DR I / / TOTAL: 618.65' AVERAGE GRADE: -EXISTING SQUARE FOOTAGE- GLAZING U-0.30 SKYLIGHT U-0.50 I .n 00914200000400 618.65 / 4 = 154.T FY15T1/C KE51PENCE TO 5E REMOVED CEILING (VAULTED) R-38 O VI / I 17910 VISTA DEL MAR DR EXiST. MAiN FLOOR = 897 SF CEILING (FLAT) R-49 EXTERIOR WALL R-21 n/ (L LOT COVERAGE 35% ALLOWED EXISTING HEATED SF = 897 SF FLOOR R-30 a - SLAB ON GRADE R-10 PERIMETER (TB) - HOUSE MAiN FLOOR = 2643 5F -PROPOSED SQUARE FOOTAGE- SLAB BELOW GRADE K-10 PERIMETER (TB) SYMBOLS AND ABBREVIATIONS SEE DRAINAGE / UTILITY PLAN (SHEET D1.0) FOR PROPOSED UTILITY INFORMATION SEE EROSION CONTROL AND DEMO PLAN (SHEET TESC) FOR EXISTING UTILITY AND EROSION CONTROL DETAILS - GARAGE FLOOR = 802 5F TOTAL PROPOSED LOT COVERAGE = 3445 SF PROP LOWER FLOOR - 2116 SF PROP. UPPER FLOOR = 2643 SF R-VALUES ARE MINIMUM5, U-FACTORS ARE MAXIMUMS Z o CENTERLINE DEGRE55 FTG G FOOTING GAS N SiTE PLAN KEY LOT SIZE = 23,087 5F 3445 5F / 23,087 5F =14.9% LOT COVERAGE PROPOSED HEATED SF = 4759 SF GLAZING: NEW WiNDOWS / DOORS ARCH R AT ARCHITECTURAL GWB HD GYPSUM WALLBOARD HOSE BiB O 10 SITE PLAN 20 30 40 FT PROPERTY LiNE PROP. GARAGE ATTACHED - 803 SF ( ) - PROP. UNFINISHED 135MT = 854 SF TO BE U-VALUE= .28 MIN. LOWER FLOOR 436 SF - AWN AWNING WINDOW iNSUL Ib INSULATION POUND EXISTING BUILDING PROP. ENTRY PORCH = 135 SF = MAiN FLOOR = 1018 5F Z BDRM BLPG BEDROOM BUILDING MSTR MASTER (BEDROOM) SCALE: 1" = 2o'-O" L -- EXISTING BUiLDiNG, TO BE REMOVED IMPERVIOUS AREAS PROP. LOWER FLOOR PATIO = 596 5F TOTAL PROPOSED GLAZMG = 1454 SF W - BLKG BLOCKING MECH MNFTR MECHANICAL MANUFACTURER C PROPOSED BUILDING ( l BM BTM BEAM BOTTOM NTS OC NOT TO SCALE ON CENTER STORM WATER LiNE s - SANITARY SEWER LINE NEW IMPERVIOUS AREAS SURFACE PROPOSED AREA 1454 5F / 4759 5F = 30.5% GLAZING - v - > C.O. CASED OPENING CAB CABINET OH OVERHANG REVISION KEY 0 W WATER LiNE - HOUSE MAIN FLOOR = 2643 5F CO CARBON MONOXIDE PiC PICTURE WINDOW 5f SiLT FENCE (SEDIMENT BARRIER) -GARAGE FLOOR = 502 5F SOLAR READY SPECIFICATIONS: WASHINGTON STATE ENERGY CODE REQUIREMENTS: DRAWN BY: DATE: CLR CLEAR FL PLATE MARKER DATE DESCRIPTION SHEET ------------- BUILDING SET -BACKS - ENTRY PORCH = 19 SF CLG CEILING PT PRESSURE TREATED 1.1 6/15/20 WHOLE HOUSE FAN AND VENT CFM ADDED TO PLANS A3-A4 - GARAGE ROOF OVERHANG = 159 5F 1. INSTALL AND LABEL A 4'X4' PLYWOOD OR 0513 PANEL AREA 1. ALL SINKS SHALL BE EQUIPPED WiTH HOT WATER FLOW CONTROL TOPOGRAPHIC LINE CONC CONT CONCRETE CONTiNU0U5 1'TD R PAINTED RADIUS 1.2 8/15/20 WATERPROOF DECK SLOPE AND DETAIL ADDED A3, A4, AS FENCE LiNE - HOUSE ROOF OVERHANG = 930 SF -ENTRY PORCH ROOF OVERHANG = 137 5F FOR MOUNTING AND BALANCE OF SYSTEM COMPONENTS AS NEEDED. DEVICES LIMITING FLOW TO 0.5 GPM, WHEN ENERGY CREDIT 5A SELECTED. REVISED BY: DATE: CSMT DH CASEMENT WINDOW DOUBLE HUNG WINDOW R. REFER STAIR RISER REFRIDGERATOR 1.3 8/15/20 TESC, EROSION CONTROL AND DEMO. PLAN SHEET ADDED 1.4 8/15/20 EXIST. UTILITY DISCONNECTION SHOWN TESC -�5C AVERAGE GRADE RECTANGLE ROOF OVERHANG - DRIVEWAY TO PROP. LINE = 343 5F - DRIVEWAY (PROP. LiNE TO CURB) = 208 5F 2. INSTALL A 1" METAL CONDUIT FOR WIFE RUN FROMDE5iGNATED ARRAY LOCATION. CAP AND LABEL BOTH END5. 2. EXTERIOR JOINTS AROUND WiNDOWS, DOORS, WALL, AND ROOF RK KG 8-i 20 5- REVISED BY: DATE: 0 PIAM DIAMETER RO SF ROUGH OPENING SQUARE FEET 1.5 6/15/20 PROPOSED UTILITY INFORMATION ADDED 1.6 6/15/20 LANDSCAPE PLAN REVISIONS D1.o - - - - - - -- L1.0 TOTAL IMPERVIOUS TO CURB = 5241 SF LOCATE AT ROOF END iN CENTER OF SOUTH FACING SCISSOR TRUSS. PENETRATIONS SHALL BE SEALED, CAULKED, GASKETED OR RK, KG a-18-20 DN D$ DOWN DOWNSPOUT SG SAFETY GLASS (TEMPERED) 2.1 11/16/20 GENERAL NOTES REVISED TESC EXISTING iMPERViOU5 AREA 3. INSTALL A 1" METAL CONDUIT FROM DESIGNATED INVERTER WEATHER-STRIPPED TO LIMIT AIR LEAKAGE. REVISED BY: DATE: DW DISHWASHER SH SPEC SINGLE HUNG WINDOW SPECi9CATiON 2.2 11/16/20 UTILITY INFORMATION UPDATED D1.o - EXISTING CONCRETE SIDEWALK INCUDED LOCATION To ELECTRICAL SERVICE PANEL (CAP AND LABEL BOTH 3. VAPOR 13ARRiER5 WiTH A MiNiMUM 1.0 PERM RATING SHALL BE EL ELEC ELEVATION ELECTRICAL T. STAIR TREAD iN ORIGINAL PLAT = 123 SF END5). INSTALLED ON THE WARM SiPE OF INSULATED COMPONENTS. REVISED BY: DATE: EXiST EXISTING T&G NP TONGUE & GROOVE TYPICAL LiNE TYPE AREA (SF) 4. RESERVE AND LABEL A DESIGNATED 70-AMP DUAL POLE 4. CONTROLLED INDOOR MECHANICAL VENTILATION SYSTEMS WiTH SHEET EXT EXTERIOR 1. EXEMPT 0 SF BREAKER iN THE ELECTRICAL SERVICE PANEL FOR USE BY THE PV FRESH AiR SUPPLY SHALL BE INSTALLED iN ALL HABITABLE ROOMS. FF FINISHED FLOOR UNO UNLESS NOTED OTHERWISE EXEMPT NON-EXEMPT SYSTEM. FL FLOOR W/ W / D WiTH WASHER / DRYER 2. REPLACED O SF 0 SF 5. HVAC SYSTEMS SHALL BE SiZED NO GREATER THAN 150 % OF FN FOUNDATION WC WATER CLOSET (TOILET) 3. NEW 52415E 5. DESIGN OF THE MAiN ROOF TRUSS TOP CHORD DEAD LOAD i5 THE HEATING AND COOLING DESIGN LOADS. MiN. OUTDOOR AiR FT FOOT / FEET WiC WALK IN CLOSET 4. NEW AND NON-EXEMPT REPLACED 52415F LiMiTED TO 15 P5F PER TRUSS MANUFACTURER. QUANTITIES SHALL 13E PROVIDED PER WSEC. 1.0 GENERAL NOTES 0 1. ALL MATERIALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM TO THE CiTY OF EDMONDS STANDARD 30• COORDINATE AND ARRANGE FOR ALL UTILITY CONNECTIONS, UTILITY RELOCATIONS AND/OR SERVICE PLANS AND DETAILS, THE FOLLOWING SPECIFICATIONS AND CODES, AND ALL OTHER APPLICABLE LOCAL INTERRUPTIONS WiTH THE AFFECTED OWNERS AND APPROPRIATE UTILITY COMPANIES. CONNECTIONS TO MUNICIPAL, STATE, AND FEDERAL CODES, RULES AND REGULATIONS: (REVISED 05.152017) EXISTING UTILITIES SHALL BE MADE ONLY WiTH ADVANCE WRITTEN APPROVAL OF THE - CURRENT INTERNATIONAL BUILDING CODE (i5C) AUTHORITIES GOVERNING SAiD UTILITIES. - 2020 (OR CURRENT EDITION) W5DOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION 31. ALL UTILITIES SHALL BE PLACED UNDERGROUND. - WASHiNGTON STATE DEPARTMENT OF ECOLOGY STOKMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN (CURRENT EDITION) 32. EXISTING UTILITY LINES iN SERVICE WHICH ARE DAMAGED DUE TO CONSTRUCTION WORK SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE AND INSPECTED AND ACCEPTED BY CiTY OF EDMONDS AND OWNER'S 2. STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS REFER TO CiTY OF EDMONDS REPRESENTATIVE PRIOR TO 13ACKFiLLiN1G. STANDARD DETAILS, UNLE55 NOTED OTHERWISE 33. NEW UTILITY LOCATIONS ARE GENERALLY SHOWN BY DIMENSION, WHERE NO DIMENSIONS ARE INDICATED, 3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSiTE WHENEVER CONSTRUCTION 15 IN PROGRESS. LOCATIONS MAY BE SCALED FROM DRAWINGS. FIELD ADJUSTMENTS SHALL BE APPROVED BY OWNER'S REPRESENTATIVE AND CiTY. 4. DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER OF RECORD AND THE LOCAL GOVERNING AUTHORITY. 34 FIELD STAKE ALL UTiLiTY STUBS AT THE PROPERTY LiNE. 5. CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE PLANS ON A SET OF "AS -BUILT" 35. TRENCH 13ACKFiLL OF UTILITIES LOCATED WiTHiN THE CiTY RIGHT-OF-WAY SHALL BE COMPACTED TO 959•. qp DRAWINGS AND SHALL SUMMARIZE ALL AS- BUILT CONDITIONS ON ONE SET OF REPRODUCIBLE DRAWINGS FOR COMPACTION TEST REPORTS SHALL BE PROVIDED TO THE CiTY PRIOR TO PAVING. SUBMITTAL TO THE OWNER PRIOR PROJECT COMPLETION AND ACCEPTANCE. A SET OF A5-BUiLT DRAWINGS SHALL BE SUBMITTED TO THE CITY OF EDMONDS PRIOR TO FINAL APPROVAL OF THE BUILDING ERA EXISTINGO 36. WHERE NEW PiPE CLEARS AN EXISTING OR NEW UTILITY BY 6" OR LESS, PLACE POLYETHYLENE PLASTIC OCCUPANCY/FINAL PROJECT APPROVAL.AS FOAM CUSHION BETWEEN THE 6. ELEVATIONS SHOWN ARE iN FEET. SEE SURVEY FOR BENCHMARK INFORMATION. 37. SEE MECHANICAL DRAWINGS (WHERE APPLICABLE) FOR CONTINUATION OF SiTE UTILITIES WiTHiN THE BUILDING. 7. THE LOCATIONS OF EXISTING UTILITIES AND 51TE FEATURES SHOWN HEREON HAVE BEEN FURNISHED BY OTHERS BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED 38. SEE ELECTRICAL DRAWINGS (WHERE APPLICABLE) FOR EXTERIOR ELECTRICAL WORK. Sj APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. iT 15 THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND 39. SEE LANDSCAPE DRAWINGS (WHERE APPLICABLE) FOR 51TE iFFIGATiON SYSTEM. PROTECT ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF 40 PIPE MATERIAL AND SiGNAGE SUBMITTALS SHALL BE PROVIDED TO CITY ENGINEERING DIVISION FOR TH15 PLAN. CONTRACTOR SHALL VERIFY LOCATION, DEPTH, SiZE, TYPE AND CONDITION OF EXISTING UTILITY APPROVAL PRIOR TO INSTALLATION. LINES AT CONNECTION OR CROSSING POINTS BEFORE TRENCHING FOR NEW UTILITIES. ENGINEER ASSUMES NO ,. RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THE EXISTING UTILITIES AND SiTE FEATURES PRESENTED ON THESE DRAWINGS. ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF CONFLICTS THAT AF15E. 8. CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION AND SHALL CONTACT THE ry01 / UNDERGROUND UTILITIES / Rrvisrd 05.152017LOCATiON SERVICE (1-600-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. CONSTRUCTION SEQUENCE NOTES A 1. SCHEDULE A PRE -CONSTRUCTION MEETING WiTH CITY ENGINEERING DIVISION AT 425-771-0220, EXT.1326. TWO DAY (48 HR) NOTICE i5 REQUIRED. 2. REVIEW TEMPORARY EROSION AND SEDIMENT CONTROLNOTES. 3. CALL FOR UTILITY LOCATES. 4. INSTALL TESC MEASURES AND MAINTAIN DUST CONTROL WHILE PREVENTING DISTURBANCE OF ANY AREAS OF VEGETATiONOUTSiDE THE CONSTRUCTION ZONE. 5. 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 ORSITE CLEARING. EROSION AND SEDIMENTATION CONTROL PRACTICES AND/OR DEVICES SHALL BE MAINTAINED UNTIL PERMANENT VEGETATION 15 ESTABLISHED. 6. DEMOLISH EXISTING STRUCTURES 7. ROUGH GRAPESITE AS REQUIRED TO INSTALL DRAINAGE FEATURES. 8. 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) 9. INSTALL UTILITIES AND OTHERSITE IMPROVEMENTS, INCLUDING FRONTAGE IMPROVEMENTS. 13. STA51LiZE AND COMPOST AMEND ALL EXP05EP SOILS PRIOR TO REVEGETATION OF ENTIRE SITE. 14. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED UPON FINAL SITE STA51LiZAT10N AND APPROVAL BY CITY INSPECTOR. 9. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE PROJECT 51TE BEFORE STARTING WORK AND SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES. 10. PiPE LENGTHS WHERE SHOWN ARE APPROXIMATE AND MAY CHANGE DUE TO FIELD CONDITIONS. �QQ� 11. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT (WHERE APPLICABLE) AND SHALL '�� / / W� SiTE PLAN KEY THOROUGHLY FAMILIARIZE HIMSELF WiTH THE CONTENTS THEREOF. ALL 51TE WORK SHALL BE PERFORMED iN `1V STRICT COMPLIANCE WiTH THE RECOMMENDATIONS OF THiS REPORT. pJ \pP / / / PROPERTY LiNE 4rk/ EXISTING BUILDING 12. STRUCTURAL FiLL MATERIAL AND PLACEMENT SHALL CONFORM TO THE RECOMMENDATIONS OF THE p`� / �� /Q /- - - - - - - EXISTING BUILDING, TO BE REMOVED PROJECT GEOTECHNiCAL REPORT. i 13. SU13GFAPE SOiLS iN ALL AKEA5 WHERE RAiN GARDENS, INFILTRATION OR PERVIOUS PAVEMENT i5 TO BE / C EXISTING FIR TREES TO REMAIN i �Q- ORANGE PROTECTIVE BARRIER PROPOSED BUILDING PLACED SHALL BE DELINEATED AND PROTECTED AT ALL TIMES FROM GOMPACTNE ACTIVITIES (i.r. HEAVY FENCING TO BE PLACED AT THE / X��STORMWATER DRAIN LiNE STORM WATER LiNE EQUIPMENT, STOCKPILING). TREE DRiP LiNES, TYP 35 / � SANITARY SEWER LiNE 14. MANHOLES, CATCH 13A51N5, UTILITIES AND PAVEMENT SHALL BEAR ON MEDIUM DENSE TO VERY DENSE / `�� M��1!V ; 3' l / w WATER LiNE NATIVE 50iL OR COMPACTED STRUCTURAL FILL. iF SOiL i5 D15TUR13ED, SOFT, LOOSE, WET OR iF ORGANIC / � S'7 SILT FENCE SEDIMENT BARRIER MATERIAL 15 PRESENT AT SUBGKADE ELEVATION, REMOVE AND REPLACE WiTH COMPACTED STRUCTURAL FiLL A_ PER GEOTECHNICAL REPORT. ;' :' �`:� �o� sf \\------------- BUILDING SET -BACKS \� FS \ S \\ TOPOGRAPHIC LiNE 15. 5EE SURVEY AND ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND LOCATIONS OF BUILDINGS, / �`. c�J LANDSCAPED AREAS AND OTHER PROPOSED OR EXISTING SiTE FEATURES. / /`g'9C,( \ \ FENCE LiNE s 16. SEE ARCHITECTURAL DRAWINGS FOR PERIMETER FOUNDATION DRAINS. FOUNDATION DRAINS SHALL BE / h� AVERAGE GRADE RECTANGLE INDEPENDENT OF OTHER SITE DRAIN LINES AND SHALL BE TiGHTLiNED TO THE STORM DRAIN SYSTEM WHERE / `. / s� \ \ \ ROOF OVERHANG INDICATED ON THE PLANS. 17. ALL REQUIRED STOKMWATER FACILITIES MUST BE CONSTRUCTED AND iN OPERATION PRIOR TO INSTALLATION OF ANY PAVEMENT UNLESS OTHERWISE APPROVED BY THE ENGINEER. t�`v" / / w \ \\ \ 18. ALL ROOF DRAINS, PERIMETER FOUNDATION DRAINS, CATCH BA51N5 AND OTHER EXTERNAL DRAINS SHALLQO� BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS NOTED OTHERWISE. 19. ALL FOOTING DRAINS SERVING 13U1LPING5, WALLS, ROCKERIES, ETC. SHALL CONNECT TO THE DRAINAGE SYSTEM DOWNSTREAM OF THE 51TE 5TOKMWATEK MANAGEMENT SYSTEM OR AS APPROVED BY ENGINEERSTD(4 OF RECORD.0 �/} e �\ / /ji r \ Q �� / / �°� s s �° \ o 20. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR INSTALLATION OF ALL SiTE Q / Ilk { / / / s \\ �Ej' \ �'9l� f IMPROVEMENTS iNDiCATED ON THESE DRAWINGS. 21. A SEPARATE iRRiGATiON PERMIT MUST BE OBTAINED FROM THE CITY PUBLIC WORKS DEPARTMENT. PRIOR q� �` F TO FINAL CONSTRUCTION ACCEPTANCE, PROVIDE TO THE CiTY WATER QUALITY TECHNICIAN, A COPY OF THE-= 13ACKFLOW TEST REPORT. TEST REPORTS CAN BE FAXED TO 425 744 6057 OR EMAiLED TO JEFF.KOBLYK®EDMONDSWA.GO✓. BAGKFLOW TESTING SHALL BE COMPLETED BY THE OWNER ANNUALLY THEREAFTER. EXISTING AND PROPOSED 22. AS A MINIMUM REQUIREMENT, ALL P15TUR13EP AREAS ON AND OFF 51TE SHALL BE RETURNED TO THE CONTOURS, TYP. U.N.O. / / EXISTING DECK, TO BE REMOVED I �0 *.� s � EXISTING STORM DRAiN EQUIVALENT OF THEIR PRECON5TRUCTiON CONDITION iN ACCORDANCE WiTH APPROPRIATE REQUIREMENTS AND / / j14 w�\ `. ATCH BA5iN 12, TYPE 11, 48" STANDARDS. -7 -- - � s .� \ IN, TOP=162.52', iE=146.22' (12'� 23. ALL DISTURBED SOiL AREAS SHALL BE COMPOST AMENDED AND SEEDED OR STABILIZED BY OTHER ACCEPTABLE METHODS FOR THE PREVENTION OF ON- 51TE EROSION AFTER THE COMPLETION OF CONSTRUCTION SEE EROSION CONTROL PLANS FOR SPECiFiC GRADING AND EROSION CONTROL REQUIREMENTS. 24. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY SWEEPING. WASHING OF THESE STREETS WiLL NOT BE ALLOWED WITHOUT PRiOR APPROVAL. 25, THi5 PROJECT 15 NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT AND IMPORT OF SOiL AND ROCK MATERIALS ARE REQUIRED. < 26. SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED CONTOURS OR SPOT ELEVATIONS SHOWN, 27. FINISHED GRADE SHALL SLOPE AWAY FROM BUILDING WALLS AT MINIMUM 59• SLOPE FOR A MiNiMUM DISTANCE OF 10 FEET. 28. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN SHORING AND BRACING AS NECESSARY TO PROTECT WORKERS, EXi51IMG BU1LPING5, STREETS, WALKWAYS, UTILITIES AND OTHER EXISTING AND PROPOSED IMPROVEMENTS AND EXCAVATIONS AGAINST L055 OF GROUND OR CAVING EMBANKMENTS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVAL OF SHORING AND BRACING, AS REQUIRED. 29. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY AND FOLLOW CiTY PROCEDURES FOR ALL WATER SERVICE INTERRUPTIONS, HYDRANT SHUTOFFS, STREET CLOSURES OR OTHER ACCESS RESTRICTIONS. CONTRACTOR SHALL NOT RELOCATE OR ELIMINATE ANY HYDRANTS WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE FiRE MARSHAL. 2" x 2" WOOD/STEEL FILTER FABRIC SECURED TO 2" x 2" 14 GA WIRE FABRIC EQUAL \ 0 I N NATIVE BACKFiLL MATERIAL L8- FILTER FABRIC MATERIAL IN CONTINOUS ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE 2" x 2" WOOD/STEEL POSTS WIRE MESH FENCE TO SUPPORT FILTER �I FABRIC N 1 `BURY BOTTOM OF FILTER N MATERIAL 8" TO 12' Li 6' MAX NOTES: 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER EROSION CONTROL THROUGHOUT PROJECT. CITY INSPECTION REQUIRED ON 2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION ALL EROSION CONTROL METHODS ACTIVITY. BEFORE OTHER WORK CAN BEGIN REVISION DATE ',CITY OF EDMONDS FILTER FABRIC FENCE JANUARY 2018 FILTRATION SYSTEMS PUBLIC WORKS STANDARD DEPARTMENT DETAIL St. 189� ER-900 APPROVED BY: R. ENGLISH -LS 4 TH IN DE FULL WIDTH GRESS/EGRESS DETAIL NOTES: 0 THE MINIMUM LENGTH SHALL BE EXTENDED AS NECESSARY TO ENSURE MATERIAL IS NOT TRACKED OFF SiTE AND/OR INTO THE PUBLIC RIGHT-OF-WAY. 0 ATB DRIVEWAY RAMP ND/OR SITE ACCESS ROAD 15' WIDE MIN. SEE TABLE BELOW FOR REQUIRED LENGTH. NOTES: 1. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WiTH 5:1 SLOPES WILL BE PERMITTED. 2. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT OFF SiTE AND/OR ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL QUARRY SPALLS AS CONDITIONS DEMAND AND REPAIR AND/OR CLENOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED OFF SITE ANO/OR ONTO PUBLIC RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY. 3. WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO LEAVING THE SiTE. WHEN WASHING IS USED, IT SHALL BE DONE ON AN AREA STABILIZED WITH QUARRY SPALLS AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 4. INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. • PROVIDE ATB OR ASPHALT TRANSITION WHERE FRONTAGE ROAD IS AN ARTERIAL LENGTH TO BE DETERMINED BY CITY INSPECTOR. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN REVISION DATE -"yam STABILIZED CONSTRUCTION JANUARY 018 :- CITY OF EDMONDS ENTRANCE PUBLIC WORKS STANDARD DEPARTMENT DETAIL -- y S t . 18 9l� APPROVED BY: R. ENGLISH E R - 9 01 PROJECT SIZE MIN LENGTH OF (FEET) QUARRY SPALLS* < 1/4 ACRE 30 < 1 ACRE 50 < 3 ACRE 100 > 3 ACRE 100 - - - - - - - - ` EXiST. SEWER LIME TO BE CAPPED AT EDGE OF EASEMENT AND NOT REUSED. NEW SEWER LATERAL 15 PROPOSED AND I I iS TO BE CORE DRILLED AS PER CiTY STANDARDS WiTH ROMAC SADDLE OR / ^ / I DEMOLISH EXISTING RESiDEENCE I� I I i I HOUSE AND DECK I I EQUAL. SEE CiTY OF EDMONDS, � � ' I STANDARD DETAIL 55-202 '�ti`�\/ I I MAiN FLOOR 5UB-FLOOR= 160' p j I I TOP OF LOWER FLOOR SLAB =148.6 to / �'�' I 17 `� �`L FOOTPRINT OF EXISTING TESC NOTES: ti q FILTERI SOCK WITH J OVER FLOW HOLES (TYP) a ..aa a. a 7-FILTER SOCKS TO BE ADDED TO ANY CATCH BASINS h _------- I DOWNSTREAM FROM THE CONSTRUCTION SiTE PER :" � o SLOPE VIKI AWAY FROM HOUSE / EDMONDS CiTY DETAIL ER902, TYP. 2 ► N / I FOUNDATION AT 1/4" PER FT. (MiN.). TYP. CUT AND CAP EXISTING 51DE SEWER Z 4 LiNE AT EDGE OF EASEMENT o r �'�� -ALL DISTURBED AREAS TO BE COMPOST AMENDED I I -- -I PER 2014 SWMMWW BMP T.5.13 TYP. , S w INSTALL AND MAINTAIN ALL TESC MEASURES / I ACCORDING TO APPROVED PLANS, COE STANDARD DETAILS AND ALL OTHER MEASURES THAT MAY BE NEW OUTSi �E GAS METER LOCATION / I REQUIRED DURING CONSTRUCTION. FILTER FABRIC FENCE PER DETAIL 5 ER 900 ON SHEET D1.0. SiLT / FILTER FENCE TO MARK EDGES 1 1/2 I I WATER LINE i I OF CLEARING, TYP. Xlg 5f AND PROVIDE 'i 1Otp„ HANGHCE TRACER WiRE STORM 11 2� f w - - - - - - -STOCKPILE TO BE COVERED e ' ��S�ME �? ELECT. METER N7' s WiTHiN 24 HOUR5, TYP. DISCONNECT EXISTING WATER l 4 LiNE TO EXISTING HOUSE AND I I r INSTALL H05E DID WiTH AN AVB GRATE AT THE METER PROPOSED - I TEMPORARY DRIVEWAY' I Q'; I UNDERGROUND SOIL STOCK N I I ELECTRICAL LiNE TO cq PiLE AREA I I HOUSE. 3" SCHEDULE 80 PVC ELECTRICAL �} FILTER SOCK WITH 3 ; I CONDUIT AT 2' BELOW OVER FLOW HOLES (TYP) GRADE (MiN.), TYP. f I F 3 ICN EXIST. 3/4" WATER' ELECTRAL BOX METER, REPLACE WITH < ° PLACE ORANGE FENCING AROUND NEW T' WATER METER I Q : I I DRYWELL 51TE TO PREVENT a . CATCH BASIN COMPACTION OPTIONAL BACKFLOW I ASSEMBLY FOR LANDSCAPE IRRIGATION I I PLACE ORANGE PROTECTIVE Fx�sr1NG 15' TALL 5 82° 55' 22'" E co TEMP. CONSTRUCTION ENTRANCE FENCING AROUND EXISTING TREE 45.p0 PER DETAIL ER-901 /SHEET TESC ARBORViTEA AT THE DRiP LIME, TYP. EXISTING LIGHT POLE CONNECTING 12" STORM PiPE PER CiTY RECORDS EXISTING STORM DRAiN CATCH , Exisn fi 5`% `� BASIN 13 , ! CURB ANp GUTTER TYPE ll, 54". TOP=159.29' (1l'P. EXi5TiNG DRAIN GRATE,16" X 28", DATUM T C _ -� Q I iE = 55.5912" IN E _ i OP OF DRAi----------------------- ------ --- I in PROVIDE FILTER SOCK W/ OVERFLOW 155' 3- -. N LiD) J I I '; iE=151.5912" IN W HOLES PER COE TEMP. SEDIMENT TRAP iE=147.0912" OUT N FOR CATCH BASINS STANDARD DETAIL NEW CONCRETE CURB CUT i NOTES: FOR PROP. DRIVEWAY, ,EiE� 146.6136 E-902, SHEET D1.1 ................ CATCH BASIN USE COE DRIVEWAY 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN APPROACH TYPE 1, ; EXIST. SURVEY NAiL GS�� THIS APPLICATION AT ALL TIMES DURING STANDARD DETAIL TR-541 F� CONSTRUCTION PERIOD. i 2. ANY SEDIMENT IN CATCH BASIN INSERT SHALL BE REMOVED WHEN INSERT IS ONE-THIRD FULL. 3. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN. REVISION DATE CITY OF EDMONDS TEMPORARY JANUARY 2018 SEDIMENT TRAP PUBLIC WORKS FOR CATCH BASINS STANDARD DEPARTMENT DETAIL Fst. 18g� APPROVED BY: R. ENGLISH ER-902 3R, ViSTA DEL MAR DRIVE /BRING NEW GAS LiNE INTO HOUSE FROM EXISTING CiTY OF EDMONDS EXIST. GAS MAiN iN STREET. LOCATION TO I UNDERGROUND WATER LiNE iN BE DETERMINED BY PSE. PROVIDE 2" PIAM. VISTA DEL MAR DR. / YELLOW PVC CONDUIT I TESC EROSION CONTROL AND DEMO PLAN SCALE :1"=10-O" 0 10 20 40 • V �O c 0 O 00 � U v� I� O rD 0 O i~ O zuo \ " 0 u 00 • 0 fn �o 00 O Z �O w V I� r--� �g� • 7_0 C/] r� O Z Z O U � Z ff (n O V O O W U W V W Ali DRAWN BY: DATE: REVISED BY: DATE: ,\ RK, KG 8-15-20 REVISED BY: DATE: 0 RK, KG 11-18-20 REVISED BY: DATE: 0 REVISED BY: I DATE IA SHEET TESC; Ak o � qs1 / 8' � w / �o off" ti PROJECT ADDRESS 17901 ViSTA DEL MAR EDMONDS, WA 98026 PROJECT DESCRIPTION DEMOLITION OF EXISTING 897 SF, 2 13DRM,1 BATH RESIDENCE. CONSTRUCTION OF A NEW 4759 SF RESIDENCE WiTH AN ATTACHED GARAGE. LEGAL DESCRIPTION SECTION 07 TOWNSHIP 27 RANGE 04 QUARTER SW AND SECTION 12 TOWNSHIP 27 RANGE 03 QUARTER SE ViSTA DEL MAR BLK 000 P-00 - LOT 11 TGW EQ AND UNPIV 1/12 iNT iN KAiREZ PR TAX PARCEL NUMBER 00914200001100 LOT SIZE 23,087 SF (0.53 ACRES) EXISTING AND PROPOSE CONTOURS, TYP. U.N. E 17100 LOT COVERAGE 35% ALLOWED - HOUSE MAiN FLOOR = 2643 SF - GARAGE FLOOR = 802 5F TOTAL PROPOSED LOT COVERAGE = 3445 SF LOT SiZE = 23,087 SF 3,445 5F / 23,087 5F =14.9% LOT COVERAGE IMPERVIOUS AREAS NEW IMPERVIOUS AREA5 SURFACE PROPOSED AREA - HOUSE MAIN FLOOR = 2643 SF - GARAGE FLOOR = 802 5F - ENTRY PORCH = 19 SF - GARAGE ROOF OVERHANG = 159 5F - HOUSE ROOF OVERHANG = 930 SF - ENTRY PORCH ROOF OVERHANG = 137 SF - DRIVEWAY TO PROP. LINE = 343 5F - DRIVEWAY (PROP. LiNE TO CURB) = 208 5F TOTAL iMPERVi0U5 TO CURB = 52415F EXISTING IMPERVIOUS AREA - EXISTING CONCRETE SIDEWALK 1NCUDED iN ORIGINAL PLAT = 123 SF LiNE TYPE AREA (SF) 1. EXEMPT 0 SF EXEMPT NON-EXEMPT 2. REPLACED O SF 0 SF 3. NEW 52415F 4. NEW AND NON-EXEMPT REPLACED 52415F SiTE PLAN KEY N DRYWELL SiZiNG: CHECKLIST 13: DOWNSPOUT FULL INFILTRATION -SYSTEMS, MODELING AND SiZiNG (SWMMWW VOLUME iii, SECTION 3.1.1) -2' INFILTRATION TRENCH LENGTH i5 SIZED BASED ON UNDERLYING SOiL TYPE. -FROM NELSON GEOTECHMCAL ASSOC, INC. SOiL REPORT DATED DECEMBER 20, 2018, FiLE #1065318, BAORERAiN), GTLHOEG50B-iL3, TFYiGPEURiSE: 7, (LOCATION iN THE GARAGE) -0 - 4.5' = FiNE TO COURSE SAND WiTH SiLT, GRAVEL AND IRON -OXIDE (LOOSE -MOIST) FiLL -4.5' - T = ORANGE BROWN, FiNE TO COURSE SAND WiTH GRAVEL, SiLT, AND IRON OXiDE STAINING (MEDIUM DENSE, MOIST) -USE FiNE OR LOAMY SAND AND 75 LF OF TRENCH PER 1,000 SQUARE FEET OF CONTRIBUTING ROOF AREA -ACTUAL CONTRIBUTING ROOF AREA = 241 5F 75/1000 = LENGTH OF NEW TRENCH/2415F = LENGTH OF TRENCH 1516 FT. -A5 PER TRENCH HANDOUT SHEET 5D 636, AREA OF GRAVEL i5 2x1.5x18' = 54 CU FT -USE DRYWELL AREA OF 5'x5'x2.2' = 54 CU FT i / DRAINAGE / UTILITY PLAN NOTES: 1. IMPERVIOUS AREAS ARE MEASURED OUTSIDE PROPOSED ROOF OVERHANG, TYP. 2. SEE PAGE D1.1 FOR STORMWATER AND UTILITY DETAILS 3. CONT. 4" RIGID PERFORATED PVC DRAIN PiPE AT PERIM. OF ALL EXTERIOR FOOTINGS, INCLUDING CENTER GARAGE CONCRETE WALL FOOTINGS. COVER WiTH 1.5" DRAIN ROCK AND FILTER FABRIC, TYP. 4. RESTORESOIL AND ADD AMENDED SOIL (SUCH A5 LANDSCAPE BARK) AFTER CONNECTION OF NEW LINE INTO EXiST. STORM LiNE, iN EASEMENT, OUTSIDE OF PROPERTY LiNE. 5. iF THE RiM TO INVERT ELEVATION ELEVATION EXCEEDS 5, A TYPE ii MANHOLE WiLL DE REQUIRED. 6. FiRE SPRINKLER TO BE iNCORPERATED INTO THE HOUSE A5 PER CiTY OF EDMOND5 AND FiFE DEPT. REGULATIONS. 0 5iTE SLOPE - LOT SLOPE FROM EAST PROPERTY LiNE TO TOP OF BLUFF = 21% - LOT SLOPE FROM TOP OF BLUFF TO BOTTOM OF LOT/WEST PROPERTY LiNE = 50% EXISTING SANITARY SEWER MH, RiM EL=146.13' 1.E.139.761N E. 8" PVC PRiVATE 5TOKMWATER DRAiN LiNE EXIST. CATCH BASIN 11, TYPE 1 TOP=147.96 OA \ % iE=144.76' � �- CONNECT W/ 6" SDR 35 DRAiN PiPE FROM EDGE OF EASEMENT TO 12" �\STORM LiNE. PROVIDE 6" PIAM. CLEANOUT. - PROVIDE A 12" LAMPHOLE COVER WiTH 1/2" HEXBOLT5 W/ A CONCRETE COLLAR. i F PIPE AT CLEAN-0 0 B co PROVI,3 CATCH ASIN AND 4" SPR Ao NECT W/ 6 5DR 35 GA5KETED SEWER '�\ 35 PVDC DRA NEPiPE LINE BO NEW CLEAN OUTC(1E / 145.4� PiPE FROM SEWER LiNE TO EDGE OF �c \ '\ EASEMENT. PROVIDE 6" PIAM. CLEANOUT. / •/ p��' � CONNECT NEW 4" PERFORATED RiGiD CONT.� PROVIDE A A CONCRETE LE COVER WITH 1/2" y / �� \ \ FOOTING DRAiN LiNE AND ROOF TIGHT LiNE TO / HEXBOLTS W/ A CONCRETE COLLAR. INVERT / / �� Q` ` s CATCH BASIN AT 10' FROM CORNER OF HOUSE �V OF FIFE AT CLEAN -OUT TO BE 141' / / P / \ "1\ 4 \ � !(� INVERT OF SEWER LiNE CONNECTION TOO�� BE +/-139'. iF SLOPE OF PiPE 1S OVER !� 2090, ANCHOR PiPE A5 PER GiTY OF Sao Q EDMOND5 REQUIREMENTS QCORNER ELEVATION AO EXIST. =147 PROP.=148.6'('y9 / / / p� / FTG. PiPE APS PIPE = T146 \ \ \ EXIST. SEWER LINE TO DE CAPPED AT / \ i EDGE OF EASEMENT AND NOT REUSED �Ze/ �4k s / r ADS . NEW SEWER LATERAL i5 PROPOSED AND / �/ Oki / 4" ADS PiPE FOR SEWER LINE %s \ s iS TO By E CORE DRILLED A5 PER CITY k / / INSIDE HOUSE TO BE STUBBED \ EXISTING STORM DRAIN STANDARDS WiTH ROMAC SADDLE OR/ �/ �� .`� / \ OUTSIDE OF HOUSE 2 FT, FROM 2 CONTINUOUS 4" RiGiD �� „ / PERFORATED PVC DD PIPE AT `. \ ATCH BASiN 12, TYPE II, 48 EQUAL. SEE CITY OF EDMONDS / / O FT. STUB, CONNECT W/ 4" 5DR 35 �` CONTINUOUS 4" RiGiD TIGHT LINE PVC TOP=162.52', iE=146.22' 12' STANDARD DETAIL 55-202 �� GASKETEP SEWER FIFE TO 6" FTGS. NC ALL EXT. CONCRETE � DRAiN PiPE W/ GLUED CONNECTIONS. ( � / / SEWER CLEANOUT. INVERT EL. OF 2" FTGS. INCLUDING CENTER `�� \ \ SLOPE AS SHOWN / FIFE TO BE 145' GARAGE CONCRETE WALL FTG.. COVER WITH 1.5" DRAIN ROCK AND � FILTER FABRIC, TYP. CORNER ELEVATION y / O EXIST. =159 / V PROP. =160 PROVIDE SCHEDULE 40, 4" RiDGiD PS FIFE=155.8' % DRAiN FIFE iF DRAiN LiNE iS O CLOSER THAN 24" TO GRADE OR PROPOSED / iF ROOF DRAiN LiNE 15 INSTALLED -90E I UNDER CONCRETE PATIO. RESIDENCE SET YARD l BACK / rY MAiN FLOOR SUE�FLOOR- 160' Q , / i7Y) ,� �� o�� GONTiN0005 4" RIGID TOP OF LOWER FLOOR SLAB=148.8' F v 4, _n�1/ �c, PER ORATED PVC DRAIN PIPE ATQ 4 j � y�(p`l OUTSIDE OF EXTERIOR CONCRETE Xlk�� C? NGS. COVER TH 11/2" DLu � ROCK AND FILTER FABRIC QC1�C9P� �k S it ' CORNER ELEVATION APPROXIMATE LOCATION OF BORING LOCATION y \ EXIST. =149' B-3 FROM NELSON GEOTECHNiCAL ASSOC, iNC. -/ SLOPE DIRT AWAY FROM HOUSE / \ PROP.=148.6' SOIL REPORT DATED DECEMBER 20, 2018, FiLE ' ' _ Z_N / I FOUNDATION AT 1/4" PER FT. (MiTYP. D5 PiPE 1475 #1065318, FIGURE 7 PROVIDE DiViDER iN GUTTER, SLOPE MAINTAIN 3' OF HORIZONTAL GUTTER TO GARAGE CORNER AND SEPARATION BTWN THE NORTHEAST FROM HERE. / SEWER AND STORM SERVICE / / \ AND DRY UTILITIES (POWER, PHONE, PROPOSED / DS GA5E, CABLE, ETC.). 5' REQUIRED GARAGE NEW OUTSIDE GAS METER LOCATION FROM ANY CiTY MAiN LINES, TYP.. RooF RHA\`- s TOP OF GARAGE 241 SF OF GRACE ROOF I / OVE AREA TO DRAiN INTO DRY, / 114_ PROPOSED SLAB =160 WELL (17 X 14.5) r / ENTRY PORC :' NEW FENCE TO MATCH EMST. (HEIGHT,— -g 3' TALL RETAINING WALL FOR MATERIAL & CONSTRUCTION), WEST OF 1-1/2" WATER LINE / DS / GARBAGE CAN FECE55EP AREA. TOP EXIST. DRAiN GRATE; AND PROVIDE 4'6" �� la-0, p" gTORM OF RETAINING WALL=158.5' ELEVATION H TRACER WI 1 ELECT. TER , WATER METER NOTES: � � I - REMOVE EXIST. 3/4" WATER METER. Ap HANG � � , - D3 CORNER ELEVATION ��-EXiST. =162' PROP. =159.6 THE BACK OF THE WATER METER 15 TO BE ON THE PROPOSED D5 PIPE -157.8' EDGE OF THE EA5EMENT (DO NOT LOCATE THE 3 o DRIVEWAY' / METER iN THE DRIVEWAY) 3 - CONNECT 4" PVC RiGiD DRAIN FIFE FROM UNDERGROUND - `C CORNER DOWN5POUT TO CATCH BA51N -1" WATER METER TO BE INSTALLED ELECTRICAL LiNE TO co ,' >- 455 5F ON 1'ROPERTY� / � o -'200 SF 1N R 0 W � / 11 PROPERTY LiNE EXISTING BUILDING — — — — — — — EXISTING BUILDING, TO 5E REMOVED C PROPOSED BUILDING STORM WATER LiNE 5 SANITARY SEWER LiNE w WATER LiNE 5f SiLT FENCE (SEDIMENT BARRIER) ------------- BUILDING SET -BACKS ------------------------- TOPOGRAPHIC LiNE FENCE LiNE AVERAGE GRADE RECTANGLE — — - — — -- ROOF OVERHANG HOUSE. 3" SCHEDULE L?, ; o m ,,,- / PERFORATEDLDRAiN PIPE IN DRYWELL - iF LANDSCAPE iRRiGAT10N BACKFLOW ASSEMBLY 80 PVC ELECTRICAL ij- � E- 15 USED, LOCATE EAST OF NEW WATER METER CONDUIT AT 2' BELOW O w OBSERVATION PORT, 4" RiGiD PVC / LOCATION. o z ; Q x }�' / / ( ) GRADE MiN.), TYP. , , - CLEANOUT, 4" RiGiD PVC I. CATCH BASiN�YARD DRAiN iE=157.5 - PROVIDE 18" (MiN.) 5EPEFATi0N WHERE WATER AND ' EXISTING O 3 N EXIST. 3/4' WATER TYP. DOWNSPOUT INFILTRATION DRY WELL PER ELECTRICAL LiNE CROS5. METER, REPLACE WiTH / COE ENG. DETAIL 5D-638 -FIFE SPRINKLER SYSTEM WILL BE REQUIRED ELECTRICAL BOX NEW 1" WATER METER o /I / Q / (W) (� ( ) 5' x 5' x 2.2' D OPTIONAL BACKFLOW� TOP OF ROCK ELEV. -158', ASSEMBLY FOR a 5�" in / / BTM. OF ROCK ELEV. -155.6 LANDSCAPE IRRIGATION / S 82 55' 22" E 45.0p'---tOVERFLOW PATH TO CURD, 12" 3 21' o,, / DEEP TRENCH W/ 1-1/2" WASHED E PER CiTY �' ROCK TO PREVENT EROSION NEW SIDEWALK TO MATCH COLOR OF --------- --- EXISTING LIGHT POLE / = / EXIST. AND MEET CiTY OF EDMONDS RECORDS DRIVEWAY APPROACH TYPE 1, ` ' CONNECTING 12' TORS —-_______/�� too) / EXISTING STORM DRAiN CATCH STANDARD DETAIL TR-541 �j vS77NG CURB I I - � ASiN 13, B z AND GUTTE /4 / TYPE II, 54", TOP=159.29' 1 � ' EXISTING DRAiN GRATE,16" X 28' PAT UIvi -- RYP-- -__ `� - iE = 55.5912" IN E PROVIDE FILTER SOCK W/ OVERFLOW —. iTOP OFPR LiD_____ ' iE=151.5912" iN W HOLES PER COE TEMP. SEDIMENT TRAP S 155' ) ---- FOR CATCH BASINS STANDARD DETAIL J NEW CONCRETE CURB GUT iE=147.0912" OUT N E-902, SHEET D1.1 -' FOR PROP. DRIVEWAY, ; ;�ff5 iE=146.6136 ROAp 8105 USE COE DRIVEWAY �'1� Zo APPROACH TYPE 1, ,� EXIST. SURVEY L o o STANDARD DETAIL TR-541 W 3* ViSTA DEL MAR DRIVE BRiNG NEW GAS LiNE INTO HOUSE FROM 1 cl p EXIST. GAS MAiN iN STREET. LOCATION TO EXISTING 5' WiPE SIDEWALK TO BE EXISTING CITY OF EDMONDS I BE DETERMINED BY PSE. PROVIDE 2" PIAM. REVISED WiTH NEW DRIVEWAY, UNDERGROUND WATER ND IN UNPE DEL MAR WA YELLOW PVC CONDUIT MAINTAIN 5' WIDTH, TYP. DRAINAGE / UTILITY PLAN SCALE :1"=10-O" 0 10 20 40 • V �O N 0 00 U O O 0 rA o 0 U W' w u 000 • 120 Q, Z .N�.. � H �o w V Q c� �� b�....Q� • 7_0 4 n� C/] r� Z l W V Z DRAWN BY: DATE: REVISED BY: DATE: A\ RK, KG 8-15-20 REVISED BY: DATE: 0 RK, KG I1-18-20 REVISED BY: DATE: REVISED BY: DATE: SHEET Di 00