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APPROVED PLN ENG BLD RESUB 1.2- Architectural_Plan+12.10.2021STRUCTURAL NOTES O C I (THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAWINGS) CODE ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (IBC), 2018 EDITION. SPECIFICATIONS AND STANDARDS WHERE REFERENCED ON THE DRAWINGS ARE TO BE THE LATEST EDITION. DESIGN LOADS DEAD LOADS: ROOF 15 PSF FLOOR 15 PSF LIVE LOADS: ROOF (SNOW LOAD) 25 PSF FLOOR 40 PSF DECK 60 PSF (LIVE LOADS ARE REDUCED WHERE PERMISSIBLE PER IBC SECTION 1607.11). STATEMENT OF SPECIAL INSPECTIONS SPECIAL INSPECTIONS ARE REQUIRED AS INDICATED IN THE FOLLOWING TABLE. THE CONTRACTOR SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND OWNER PRIOR TO COMMENCEMENT OF WORK IN ACCORDANCE WITH SECTION 1704.4 OF THE IBC. FREQUENCY AND DISTRIBUTION OF REPORTS - INSPECTION REPORTS SHALL BE PROVIDED FOR EACH DAY ON SITE BY SPECIAL INSPECTOR. STRUCTURAL OBSERVATION REPORTS SHALL BE PROVIDED AFTER EACH OBSERVATION. REPORTS SHALL BE DISTRIBUTED TO THE CONTRACTOR, ARCHITECT, ENGINEER AND BUILDING OFFICIAL. SPECIAL INSPECTION OPERATION CONT PERIODIC REMARKS SOILS PIPE PILING INSTALLATION X PILING REFUSAL VERIFICATION X NOTE: ALL ITEMS MARKED WITH AN "X" SHALL BE INSPECTED IN ACCORDANCE WITH IBC CHAPTER 17. SPECIAL INSPECTION SHALL BE PERFORMED BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE OWNER. THE ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING OFFICIAL SHALL BE FURNISHED WITH COPIES OF ALL RESULTS. ANY INSPECTION FAILING TO MEET THE PROJECT SPECIFICATIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE DESIGN TEAM. FOUNDATIONS: PIN PILES SOILS REPORT: REPORT NO: JN20483 PREPARED BY: GEOTECH CONSULTANTS DATED: 12/30/21 ALLOWABLE PILE CAPACITY: 3 TONS PASSIVE EARTH PRESSURE: 250 PCF LATERAL EARTH PRESSURE: UNRESTRAINED: 35 PCF + ANY APPLICABLE SURCHARGE RESTRAINED: 35 PCF + 10 PSF * WALL HEIGHT IMPORTED STRUCTURAL FILL AND BACKFILL MATERIAL SHOULD CONSIST OF CLEAN, WELL GRADED GRANULAR MATERIAL FREE OF DEBRIS OR ORGANICS WITH A MAXIMUM PARTICLE DIAMETER OF THREE INCHES AND NO MORE THAN 10% FINES (PASSING THE #200 SIEVE). FILL AND BACKFILL MATERIAL SHOULD BE PLACED IN LEVEL LIFTS NOT EXCEEDING TWELVE (12") INCHES IN LOOSE THICKNESS AND COMPACTED TO A MINIMUM OF 95% OF ITS MAXIMUM DRY DENSITY AS DETERMINED BY ASTM TEST METHOD D1557. BACKFILL BEHIND ALL RETAINING WALLS WITH WELL -DRAINING, GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE. PROVIDE DAMPPROOFING AT EXTERIOR FACE OF ALL FOUNDATION WALLS EXPOSED TO EARTH PER ARCHITECTURAL SPECIFICATIONS. 2" 0 PIPE PILING INSTALLATION 2" XS PIPE SHALL CONFORM TO ASTM A53 GRADE A OR B, FY = 30 KSI (MIN) PILES SHALL BE DRIVEN THROUGH LOOSE MATERIAL & BEAR IN COMPETENT DENSE SOIL AS DETERMINED BY THE GEOTECHNICAL SPECIAL INSPECTOR. PILES SHALL HAVE A MINIMUM OVERALL EMBEDMENT OF 10 FEET OR AS DETERMINED ADEQUATE BY THE GEOTECHNICAL SPECIAL INSPECTOR. PILES SHALL NOT EXCEED A MAXIMUM EMBEDMENT DEPTH OF 30 FEET. PIPE PILING SHALL BE DRIVEN INTO THE SUBGRADE TO A POINT OF REFUSAL BY MEANS OF A PNEUMATIC HAMMER OR OTHER SIMILAR HYDRAULIC HAMMER SYSTEM. THE PNEUMATIC HAMMER SHOULD WEIGH AT LEAST 140 POUNDS. REFUSAL SHALL BE DEFINED AS 1" OR LESS OF PENETRATION DURING 1 MINUTE OF SUSTAINED DRIVING. PIPE SECTIONS SHALL BE CONNECTED WITH INTERNAL SLIP COUPLINGS. THE CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND UTILITIES LOCATION SERVICE (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY ALL UTILITIES WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THESE DRAWINGS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY AND ALL DAMAGE TO UNDERGROUND UTILITIES RESULTING FROM THEIR OPERATION. CONCRETE ALL CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED, AND PLACED IN ACCORDANCE WITH CHAPTER 26 OF ACI 318 AND THE AMERICAN CONCRETE INSTITUTES SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301). ALL CONCRETE SHALL BE STONE -AGGREGATE CONCRETE HAVING A UNIT WEIGHT OF APPROXIMATELY 150 POUNDS PER CUBIC FOOT. CONCRETE STRENGTHS AT 28 DAYS (Pc) AND MIX CRITERIA SHALL BE AS FOLLOWS: MAXIMUM MIN CEMENT TYPE OF CONSTRUCTION f'c* WATER/CEMENT CONTENT PER CUBIC MAXIMUM SHRINKAGE STRAIN RATIO YARD SLABS ON GRADE 3000 PSI 0.55 5 1/2 SACK N/A FOOTINGS 3000 PSI 0.55 5 1/2 SACK N/A WALLS 4000 PSI 0.45 5 1/2 SACK N/A THE MINIMUM AMOUNT OF CEMENT LISTED ABOVE MAY BE CHANGED IF A CONCRETE PERFORMANCE MIX IS SUBMITTED TO THE ENGINEER AND THE BUILDING DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE. THE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, FINE AND COARSE AGGREGATE, WATER, AND ADMIXTURES AS WELL AS THE WATER -CEMENT RATIO, SLUMP, CONCRETE YIELD, AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH CHAPTER 26 OF ACI 318. ALL CONCRETE EXPOSED TO WEATHER OR TO FREEZING TEMPERATURES SHALL BE AIR -ENTRAINED IN ACCORDANCE WITH ACI 318 TABLE 19.3.3.1 FOR MODERATE EXPOSURE CLASS F1. *PROVIDE fc SPECIFIED IN TABLE FOR DURABILITY REQUIREMENTS. 2500 PSI CONCRETE MEETS STRENGTH REQUIREMENTS, THEREFORE SPECIAL INSPECTION IS NOT REQUIRED. REINFORCING STEEL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO ASTM A615, AND SHALL BE GRADE 60 (Fy = 60,000 PSI), UNLESS NOTED OTHERWISE. GRADE 60 REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED SHALL CONFORM TO ASTM A706. REINFORCING COMPLYING WITH ASTM A615 MAY BE WELDED IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN AWS D1.4 ARE SUBMITTED. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. PROVIDE WELDED WIRE FABRIC IN SHEETS NOT ROLLS. LAP WELDED WIRE FABRIC 12" AT SIDES AND ENDS. REINFORCING STEEL SHALL BE DETAILED INCLUDING HOOKS AND BENDS IN ACCORDANCE WITH ACI SP-66 AND ACI 318, LATEST EDITIONS. UNLESS OTHERWISE NOTED, REINFORCING SPLICE LENGTHS AND DEVELOPMENT LENGTHS SHALL BE PER SCHEDULE. MECHANICAL SPLICING OF REINFORCING BARS, WHERE INDICATED ON THE DRAWINGS, SHALL BE BY AN ICBO APPROVED SYSTEM, SHALL DEVELOP 125% OF THE SPECIFIED YIELD STRENGTH OF THE BAR, AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. REINFORCING SHALL BE PLACED AND ADEQUATELY SUPPORTED PRIOR TO PLACING CONCRETE. WET -SETTING EMBEDDED ITEMS IS NOT ALLOWED WITHOUT PRIOR ENGINEER APPROVAL. BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL NOT BE FIELD BENT UNLESS SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. REFER TO CHAPTER 25 OF ACI 318 FOR OTHER REINFORCING STEEL REQUIREMENTS. MINIMUM LAPS AND EMBEDMENT UNLESS OTHERWISE NOTED, REINFORCING SPLICE LENGTHS AND DEVELOPMENT LENGTHS SHALL BE AS TABULATED BELOW: f c = 3000 PSI DEVELOPMENT LENGTH LAP SPLICE BAR TENSION COMPRESSION TENSION COMPRESSION SIZE TOP BARS OTHER BARS ALL BARS TOP BARS OTHER BARS ALL BARS #3 22 17 9 28 22 12 #4 29 22 11 37 29 15 #5 36 28 14 47 36 19 #6 43 33 17 56 43 23 #7 63 48 20 81 63 27 #8 72 55 22 93 1 72 30 NOTE: 1. ALL LENGTHS ARE IN INCHES. 2. ALL LAP SPLICES ARE CLASS B. 3. "TOP BARS" ARE HORIZONTAL REINFORCEMENT PLACED SUCH THAT MORE THAN 12 INCHES OF CONCRETE IS CAST IN THE MEMBER BELOW THE BAR. CONCRETE GENERAL NOTES VERTICAL BARS SHALL START FROM TOP OF FOOTING. HORIZONTAL BARS SHALL START A DISTANCE OF 1/2 THE NORMAL BAR SPACING FROM TOP OF FOOTING AND TOP OF FRAMED SLABS. IN ADDITION, THERE SHALL BE A HORIZONTAL BAR AT A MAXIMUM OF 3" FROM TOP OF WALL AND BOTTOM OF FRAMED SLABS. PROVIDE CORNER BARS TO MATCH THE HORIZONTAL REINFORCING WITH TENSION LAP SPLICE AT EACH SIDE PER TABLE, OR BEND ONE SIDE OVER TO PROVIDE TENSION LAP. PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLABS ON GRADE TO BREAK UP SLAB INTO RECTANGULAR AREAS OF NOT MORE THAN 400 SQUARE FEET EACH. AREAS TO BE AS SQUARE AS PRACTICAL AND HAVE NO ACUTE ANGLES. JOINT LOCATIONS TO BE APPROVED BY THE ARCHITECT. ALL CONSTRUCTION JOINTS SHALL BE THOROUGHLY CLEANED AND PROPERLY PREPARED IMMEDIATELY PRIOR TO POURING OF CONCRETE. DOWEL STEEL SHALL BE THE SAME SIZE AND SPACING AS MAIN REINFORCING DETAILED BEYOND JOINT. SEE ARCHITECTURAL DRAWINGS AND MECHANICAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF OPENINGS IN CONCRETE WALLS, FLOORS AND ROOF. UNLESS INDICATED OTHERWISE, REINFORCE AROUND OPENINGS GREATER THAN 12" IN EITHER DIRECTION WITH (2) #5 EACH SIDE AND (1) #5 x 4'-0" DIAGONAL AT EACH CORNER. EXTEND BARS T-0" BEYOND EDGE OF OPENING. IF 2'-0" IS UNAVAILABLE, EXTEND AS FAR AS POSSIBLE AND HOOK. HOOK ALL REINFORCING INTERRUPTED BY OPENINGS. BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL NOT BE FIELD BENT UNLESS SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. SEE ARCHITECTURAL DRAWINGS FOR ALL GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE AND OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES. PROVIDE 3/4" CHAMFER AT ALL CORNERS EXCEPT AS NOTED. STRUCTURAL STEEL STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE AISC "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", LATEST EDITION. WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A992, Fy = 50 KSI. PLATES, ANGLES, CHANNELS, AND RODS SHALL CONFORM TO ASTM A36, Fy = 36 KSI. STRUCTURAL TUBING SHALL CONFORM TO ASTM A500 GRADE B, Fy = 46 KSI. STEEL PIPE SHALL CONFORM TO ASTM A53 GRADE B, Fy = 35 KSI. BOLTS CONNECTING STEEL MEMBERS SHALL CONFORM TO ASTM A325-N. BOLTS SHALL BE 3/4"0 MINIMUM, LINO ANCHOR BOLTS SHALL CONFORM TO ASTM A307. CONTRACTOR SHALL PROVIDE CONNECTION ADJUSTMENT TOLERANCES TO SATISFY THE REQUIREMENTS OF AISC MANUAL OF STEEL CONSTRUCTION. UNLESS SPECIFIED AS STAINLESS STEEL, ALL STEEL MEMBERS, SHAPES, BOLTS, AND ACCESSORIES EXPOSED TO WEATHER SHALL BE HOT DIP GALVANIZED. WELDING WELDING SHALL CONFORM TO AWS "STRUCTURAL WELDING CODE", LATEST EDITION. ALL WELDING SHALL BE DONE WITH 70 KSI LOW HYDROGEN ELECTRODES. WHERE NOT CALLED OUT, MINIMUM FILLET WELD SIZE SHALL BE PER TABLE 5.8 IN AWS D1.1, LATEST EDITION. WELDING OF REINFORCING BARS SHALL NOT BE PERMITTED UNLESS SPECIFICALLY CALLED OUT ON DRAWINGS OR APPROVED BY STRUCTURAL ENGINEER. WELDING OF GRADE 60 REINFORCING BARS SHALL BE PERFORMED USING LOW HYDROGEN ELECTRODES. WELDING OF GRADE 40 REINFORCING BARS SHALL BE PERFORMED USING E70XX ELECTRODES. SEE REINFORCING NOTES FOR MATERIAL REQUIREMENTS OF WELDED BARS. WELDING WITHIN 4" OF COLD BENDS IN REINFORCING BARS IS NOT PERMITTED. ALL WELDING SHALL BE DONE BY WASHINGTON ASSOCIATION OF BUILDING OFFICIALS (WABO) CERTIFIED WELDERS. LUMBER ALL GRADES SPECIFIED ARE MINIMUM GRADES REQUIRED. ALL LUMBER SHALL BE IN ACCORDANCE WITH WWPA GRADING RULES, KILN -DRIED TO MC 19 AND OF THE FOLLOWING MINIMUM STANDARDS: SIZE CLASSIFICATION SPECIES GRADE Fb (PSI) Fc (PSI) SLEEPERS DOUG-FIR STUD 700 - LIGHT FRAMING (STUDS) HEM -FIR STUD 675 800 2x JOISTS AND PLANKS HEM -FIR #2 850 - PLATES AND BLOCKING HEM -FIR #2 850 - 6x AND LARGER BEAMS AND STRINGERS DOUG-FIR #2 875 - 4x AND SMALLER BEAMS AND STRINGERS HEM -FIR #2 850 - ALL POSTS AND TIMBERS DOUG-FIR #1 1200 1000 REFER TO PLAN NOTES, SCHEDULES, AND DETAILS FOR MORE SPECIFIC LUMBER SIZE AND GRADE REQUIREMENTS. UNLESS NOTED OTHERWISE IN THE PLANS, ALL WOOD AND WOOD -BASED MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH CONCRETE, MASONRY, OR WITHIN 8" OF SOIL SHALL BE PRESERVATIVE -TREATED BY VACUUM -PRESSURE IMPREGNATION IN ACCORDANCE WITH AWPA STANDARD U1. NAILS, BOLTS, AND METAL CONNECTORS FOR WOOD ALL NAILS SHALL CONFORM TO THE STANDARDS SET FORTH BY THE NATIONAL DESIGN STANDARDS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. NAILING NOT SPECIFIED SHALL BE PER IBC TABLE 2304.10.1 NAILING SCHEDULE. ALL NAILS CALLED OUT ON PLANS SHALL BE COMMON NAILS UNLESS NOTED OTHERWISE AND SHALL MEET OR EXCEED THE FOLLOWING MINIMUM GUIDELINES: NAIL SHANK 0 MIN LENGTH 8d COMMON 0.1310 2 1/2" SHANK 10d COMMON 0.1480 T' SHANK 12d COMMON 0.1480 3 1/4" SHANK 16d COMMON 0.1620 3 1/2" SHANK 10d BOX NAILS MAY BE SUBSTITUTED FOR 8d COMMON NAILS WITH NO CHANGE IN NAIL SPACING. FRAMING MEMBERS MAY BE NAILED WITH 16d SINKERS (0.148"0 x 3 1/4"), BUT ONLY 16d COMMON NAILS SHALL BE USED WHERE 16d NAILS ARE INDICATED IN THIS DRAWING SET. ENGINEER MAY APPROVE OTHER NAILS IF NAIL LABELS ARE SUBMITTED TO ENGINEER PRIOR TO START OF CONSTRUCTION. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. LEAD HOLES FOR LAG BOLTS SHALL BE BORED FOR THE SHANK AND THREADED PORTIONS PER NDS 12.1.4.2. CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, CATALOG TO BE THE LATEST EDITION, OR ENGINEER APPROVED EQUAL. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND WITH THE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY THE MANUFACTURER. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS, SCREWS, OR BOLTS IN EACH MEMBER. INSTALL SOLID BLOCKING AT ALL BEARING POINTS. ALL SHIMS SHALL BE SEASONED, DRIED, AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. GALVANIZATION UNLESS NOTED OTHERWISE, STEEL CONNECTORS IN CONTACT WITH TREATED WOOD SHALL BE GALVANIZED ACCORDING TO THE FOLLOWING TABLE: GALVANIZATION UNTREATED WOOD CCA-C SBX ACQ-C ACQ-D CBA-A CA-B OTHER BORATE ACZA OTHER PT WOOD G90 X X X G185 X X X X X X HDG X X X X X X STT300 X I X X X X X X X G90 = 0.90 OZ. OF ZINC PER SQUARE FOOT OF AREA G185 = 1.85 OZ. OF ZINC PER SQUARE FOOT OF AREA HDG = HOT DIP GALVANIZED SST300 = TYPE 316L STAINLESS STEEL EXISTING BUILDING CONTRACTOR SHALL VERIFY ALL DIMENSIONS, MEMBER SIZES AND CONDITIONS OF THE EXISTING BUILDING DEPICTED IN THE DRAWINGS, AND NOTIFY THE STRUCTURAL ENGINEER OF ANY DISCREPANCIES FOR POSSIBLE REDESIGN. CONTRACTOR RESPONSIBLE FOR COMPLETELY SEALING ALL AREAS WHERE EXISTING ROOF MATERIAL IS PENETRATED OR REMOVED. PROVIDE WATER PROOFING AS REQUIRED BY THE ARCH. GENERAL STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL, CIVIL, ELECTRICAL, AND MECHANICAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS FOR COMPATIBILITY BEFORE PROCEEDING. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING. CONTRACTOR TO SEE ARCHITECTURAL, CIVIL, ELECTRICAL AND MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF PIPE, VENT, DUCT AND OTHER OPENINGS AND DETAILS NOT SHOWN ON THESE DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION STABILITY AND TEMPORARY SHORING AS NECESSARY UNTIL PERMANENT SUPPORT AND STIFFENING ARE INSTALLED. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF A SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. APPROVED BY PLANNING .Y p Dec 17 2021 OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE LEGEND DEFINITION DIRECTION OF FRAMING EXTENT OF FRAMING SYMBOL DEFINITION NATIVE SOIL GRANULAR FILL SYMBOL - - - - - COLUMNS COLUMN BEARING ON BEAM BEAM CONTINUOUS OVER SUPPORT CONCRETE WALL BEARING STUD WALL STRUCTURAL STEEL RATED SHEATHING SHEAR WALL (SEE SCHEDULE) P SWX O e COLUMN MARK (SEE SCHEDULE) FOOTING MARK (SEE SCHEDULE) NON -BEARING STUD WALL HOLDOWN MARK (SEE SCHEDULE) BEARING STUD SHEAR WALL NON -BEARING STUD SHEAR WALL CMU WALL HANGER MARK (SEE SCHEDULE) FLAG NOTE (SEE PLAN NOTES) STEEL MOMENT FRAME CONN. O P /� P, V ENGINEERING DIVISION APPROVED AS NOTED J¢VV 12/16/2021 C Special Inspections are required for this project: C 1) Pipe Piling installation E 2) Piling refusal verification APPROVED PLANS MUST BE ON JOB SITE ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE City Of Edmonds Building Department Work DECK, DRIVEWAY AND PATIO WORK Address 21630 98TH AVE W Owner MCCALLUM ------------------------------------------ Approved Date: 12/14/2021 Building Official W. W CII%cLIL Permit Number BLD2021-1546 --------------------- -0.4" -0.2" -0.3" -0.2" -0.1 �0.3" _0.5" -0.5" +0.6" +0.3" -0.3" 1 1-0.1" +0.1" +0.1" F +0.3" +0.2" - -0.3" -0.2" -0 ill ELEV 0'-0" -0.1" 0.0" LL+0.2" +0.4" +0.3" +0.5" +0.1" ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 12/09/21 J F Q F- H z 2 C° O CIDun =) w IL N 0� H H LLJ w w Q 12 DESIGN: BEL DRAWN: ATD CHECK: DMT JOB NO: 20371.10 DATE: 1 1 / 1 0/21 RESUB Dec 10 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT LL O w USN O LJ LJ 00 LJ_ 0 > 0) a w a � Q 12 00 J 0 N Z Q M O U w O W U T_ N p LJ Z Z SHEET: S1.1 EXIST FLOOR ELEVATIONS SCALE: 1/8" = V-0" 5'-0" 0 5'-0" 10'-0" C rr I 2x10 @ 16" OC 4= - 4m GNGINGG RING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 12/09/21 J Q z CID O m C/) =) Lu L � H H U LLJ Lu w Q d d Y Q DESIGN: BEL DRAWN: ATD CHECK: DMT JOB NO: 20371.10 DATE: 1 1 / 1 0/21 RESUB Dec 10 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT FOUNDATION PLAN 2 SECOND FLOOR FRAMING PLAN NO WORK �`' oN SCALE: 1/4" = V-0" SCALE: 1/4" = V-0" U Z 0 FOUNDATION PLAN NOTES: 2 -0 0 2 -0 4 -0 TYPICAL FLOOR FRAMING PLAN NOTES: 2--0" 0 2--0" 4 -0 0 W 00 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, WALL LOCATIONS, AND CONCRETE ROUGH OPENINGS AND 1. AT EXTERIOR DECKS, SHEATHING SHALL BE 2x PT DECKING LAID FLAT W/ 1/4" GAP BETWEEN DECK BOARDS i NOTIFY ALL PARTIES OF ANY DISCREPANCIES. AND NAILED W/ (2) 16d NAILS EVENLY SPACED PER BOARD AT DECKING ENDS AND ALL BOUNDARY EDGES, AND LN Q Q (1) 16d NAILS EVENLY SPACED PER BOARD AT ALL SUPPORT FRAMING. 2. UNLESS NOTED OTHERWISE, ALL JOIST -TO -BEAM CONNECTIONS SHALL BE SIMPSON HU OR HUC SERIES FACE �-- MOUNT HANGERS W/ MAX NAILING. o ^ 3. CONTRACTOR SHALL VERIFY ALL DIMENSION, WALL LOCATIONS, AND CONCRETE ROUGH OPENINGS AND J Q NOTIFY ALL PARTIES OF AN DISCREPANCIES. J Z 4. ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. Q M O o U cfl � :2N LW SHEET: Z 0 O Z O I- U Q �'--d 0 V Z D 0 O Z L.L. Q S2ml O C I CONSTRUCTION SEQUENCE NOTES: 1. JACK EXISTING STRUCTURE FROM PILE AFTER REFUSAL IS COMPLETED & CRITERIA MET. 2. TIGHTEN NUTS AFTER PORTION OF HOUSE LEVELED. NOTE: NOTE: 3. REMOVE JACK & TOP PL & REMOVE EXCESS THREADED ROD. TOP PL & THREADED AT SIM SECTION PROVIDE EXIST FOUNDATION ROD NOT SHOWN FOR 12)" OC RAN#4 LONG SVER ARS & #4 @ CLARITY JACK NOT SHOWN FOR CLARITY E. COLUMN PER PLAN PL 1 x 4 x 0'-9" W/ 15/16"0 EXIST FOUNDATION CHIP OUT PORTION OF FTG HOLES TO ALIGN W/ 1" ES ABU POST BASE TO INSTALL ANGLE DIRECTLY PIPE BELOW, TYP 5/8"0 LONG SLOTTED BENEATH STEM WALL SAWCUT SLAB @ PILE HOLES I I LOCATIONS & REP r EXIST SLAB ON GRADE 1'-4" x V-4" FTG W/ (2) I I WHEN COMP 1" EXTRA STRENGTH #4 EA WAY BOT I BRACKET PIPE x 4" LONG, DF SHIMS 1/2"0 THREADED ROD W/ 4" I I TS5 x 3 x R'' AS REQ'D •o. MIN EMBED INTO FTG W/ HILTI I ,o HIT HY 200 INJECTION - — - — TO GRADE ADHESIVE. ALTERNATELY 1/2"0 ` i ` - I — I I - I I I I— ELEV EXPANSION ANCHORS MAY BE O O IIIII IIIII USED W/ 4" MIN EMBED 3 #4 BARS _ 0 TYP O PER PILE 8'1 EXTRA STRENGTH �/_� PER PLAN a ® ® 1 O PIPE x 4 LONG O O TS5 x 3 x 1/4 x 8 LONG � 1/4 TYP ul 14 = 3/4 O I O cn U L6 x 6 x L6 x 6 x / STEEL PIPE PILING I PIPE PILE PER PLAN ` \ PER PLAN AND I I 3 4 x 12" LONG STRUCTURAL NOTES P P I 8" 8" TYPICAL DETAIL TYPICAL DETAIL SECTION SCALE: 1 1/2" = V-0" SCALE: 1 1/2" = V-0" SCALE: 1" = V-0" 2'-6" Ledger shall be a minimum nominal size oDa 2x8. ATTACH JOIST TO CONT LEDGER W/ SIMPSON LUS SERIES HANGERS - a I DECKING HV) I07Xi154I97R112»:aaMAI0 SIMPSON DTT2Z TENSION TIE @ 8'-0" OC AND (1) @ EA END OF DECK EXISTING JOIST 2x PT HF#2 LEDGER; ATTACH TO RIM W/ (3) SIMPSON 1/4" x 3" SIDS SCREWS @ 16" OC DECK CONNECTION TO HOUSE SCALE: 1" = V-0" ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 J Q Z CID O m un =) W un U c c V) LLJ Lu w Q a 0- 12/09/21 2--3 1/4" 2'-3 1/4" SIMPSON ECCQ W c-I r-4 c-I QCD M O r-i N II II II II II II c-I c-I Y II II II II » » II II » II II II II "» II II Q II IIVKON DESIGN: BEL BEAM PER PLAN BEAM PLANPER DRAWN: ATD POST PER CHECK: DMT PLAN SIMPSON CCQ NO: 20371.10 BRACE TO MATCHKNEE BRACE TO MATCH POST W/ (2) 5/8"0 THRU-BOLTS EA W/ (2) 5/8"0JOB W/ (2) /8 COUNTERSUNK END,END, DATE: 11/10/21 POST PER PLAN NTERSUNK NEE BRACE AT DECK DOUBLE KNEE BRACE AT DECK (5)4SCALE: a 3/4" = V-0" �+ SCALE: 3/4" = V-0" RESUB Dec 10 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT (n Q w W U N w U o j 00 rn w � I�Jaa to o z V; 0 Q J Z Q M 0 w U (D :2 J W U p Z :2 N W Z SHEET: S3ml MCCALLUM 21630 98TH AVE W EDMONDS, WA 98144 OWNER JOHN McCALLUM 21630 98TH AVE W EDMONDS, WA 98020 425.672.1681 CONTACT: jlcalmc@comcast.net CONSULTANTS STRUCTURAL ENGINEER CG ENGINEERING 250 4TH AVE S, SUITE 200 EDMONDS, WA 98020 425.778.8500 FAX 778.5536 CONTACT: DENNIS TITUS, PE, SE SW 1 /4, NE 1 /4, SECTION 25, TOWNSHIP 27 NORTH, RESIDENCE SOIL/GEOTECH ENGINEER GEOTECH CONSULTANTS 2401 10TH AVE E SEATTLE, WA 98102 425.747.5618 CONTACT: ROB WARD, PE LEGAL DESCRIPTION SEC 25 TWP 27 RGE 03RT-183) PTN SW1/4 NE1/4 DAF BEG SW COR SD SUB TH S88*54 23E ALG S LN 326.71FT TH N00*31 55E 1078.70FT TPB TH S00*31 55W 83FT TH S88*52 55E 296.99FT TH N 00*33 15E 83FT TH W POB-AKA S 83FT OF TR34 ONAVU PARK DIV 2 UNRECORDED GENERAL NOTES GENERAL NOTES 1. ALL MATERIALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM TO THE CITY OF EDMONDS STANDARD PLANS AND DETAILS, THE FOLLOWING SPECIFICATIONS AND CODES, AND ALL OTHER APPLICABLE LOCAL MUNICIPAL, STATE, AND FEDERAL CODES, RULES AND REGULATIONS: - CURRENT INTERNATIONAL BUILDING CODE (IBC) - 2021 WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION - WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN (CURRENT EDITION) 2. STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS REFER TO CITY OF EDMONDS STANDARD DETAILS, UNLESS NOTED OTHERWISE 3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSITE WHENEVER CONSTRUCTION IS IN PROGRESS. 4. DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER OF RECORD AND THE LOCAL GOVERNING AUTHORITY. 5. CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE PLANS ON A SET OF "AS -BUILT" DRAWINGS AND SHALL SUMMARIZE ALL ASBUILT CONDITIONS ON ONE SET OF REPRODUCIBLE DRAWINGS FOR SUBMITTAL TO THE OWNER PRIOR PROJECT COMPLETION AND ACCEPTANCE. ASET OF AS -BUILT DRAWINGS SHALL BE SUBMITTED TO THE CITY OF EDMONDS PRIOR TO FINAL APPROVAL OF THE BUILDING OCCUPANCY/FINAL PROJECT APPROVAL. 6. THE LOCATIONS OF EXISTING UTILITIES AND SITE FEATURES SHOWN HEREON HAVE BEEN FURNISHED BY OTHERS BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND PROTECT ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. CONTRACTOR SHALL VERIFY LOCATION, DEPTH, SIZE, TYPE AND CONDITION OF EXISTING UTILITY 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 ARISE. 7. CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND UTILITIES LOCATION SERVICE (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 8. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE PROJECT SITE BEFORE STARTING WORK AND SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES. 9. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT (WHERE APPLICABLE) AND SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE CONTENTS THEREOF. ALL SITE WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE RECOMMENDATIONS OF THIS REPORT. 10. STRUCTURAL FILL MATERIAL AND PLACEMENT SHALL CONFORM TO THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT. 11. MANHOLES, CATCH BASINS, UTILITIES AND PAVEMENT SHALL BEAR ON MEDIUM DENSE TO VERY DENSE NATIVE SOIL OR COMPACTED STRUCTURAL FILL. IF SOIL IS DISTURBED, SOFT, LOOSE, WET OR IF ORGANIC MATERIAL IS PRESENT AT SUBGRADE ELEVATION, REMOVE AND REPLACE WITH COMPACTED STRUCTURAL FILL PER GEOTECHNICAL REPORT. 12. ALL REQUIRED STORM WATER FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO INSTALLATION OF ANY PAVEMENT UNLESS OTHERWISE APPROVED BY THE ENGINEER. 13. ALL ROOF DRAINS, PERIMETER FOUNDATION DRAINS, CATCH BASINS AND OTHER EXTERNAL DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS NOTED OTHERWISE. 14. ALL FOOTING DRAINS SERVING BUILDINGS, WALLS, ROCKERIES, ETC. SHALL CONNECT TO THE DRAINAGE SYSTEM DOWNSTREAM OF THE SITE STORM WATER DETENTION SYSTEM. 15. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR INSTALLATION OF ALL SITE IMPROVEMENTS INDICATED ON THESE DRAWINGS. 16. A SEPARATE IRRIGATION PERMIT MUST BE OBTAINED FROM THE CITY PUBLIC WORKS DEPARTMENT. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, PROVIDE TO THE CITY WATER QUALITY TECHNICIAN, A COPY OF THE BACI<FLOW TEST REPORT. TEST REPORTS CAN BE FAXED TO 425-744-6057 OR EMAILED TO JEFF.KOBLYK@EDMONDSWA.GOV. BACKFLOW TESTING SHALL BE COMPLETED BY THE OWNER ANNUALLY THEREAFTER. 17. AS A MINIMUM REQUIREMENT, ALL DISTURBED AREAS ON AND OFF SITE SHALL BE RETURNED TO THE EQUIVALENT OF THEIR PRECONSTRUCTION CONDITION IN ACCORDANCE WITH APPROPRIATE REQUIREMENTS AND STANDARDS. 18. ALL DISTURBED SOIL AREAS SHALL BE COMPOST AMENDED AND SEEDED OR STABILIZED BY OTHER ACCEPTABLE METHODS FOR THE PREVENTION OF ONSITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. SEE EROSION CONTROL PLANS FOR SPECIFIC GRADING AND EROSION CONTROL REQUIREMENTS. 19. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY SWEEPING. WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL. 20. THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT AND IMPORT OF SOIL AND ROCK MATERIALS ARE REQUIRED. 21. SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED CONTOURS OR SPOT ELEVATIONS SHOWN. 22. FINISHED GRADE SHALL SLOPE AWAY FROM BUILDING WALLS AT MINIMUM 5%SLOPE FOR A MINIMUM DISTANCE OF 10 FEET. HAU L RO UTE FROM SITE: SOUTH ON 98TH AVE W, CONTINUE LEFT ON 220TH ST SW UNTIL REACHING 1-5 TO SITE: FROM 1-5, WEST ON 220TH ST SW, CONTINUE RIGHT ON 98TH AVE W NOTE: SITE PLAN HAS BEEN PREPARED BASED ON FIELD MEASUREMENTS &COUNTY RECORDS & IS NOT A SURVEY, PROPERTY LINES ARE APPROXIMATE. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS &UTILITY LOCATIONS. 23. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN SHORING AND BRACING AS NECESSARY TO PROTECT WORKERS, EXISTING BUILDINGS, STREETS, WALKWAYS, UTILITIES AND OTHER EXISTING AND PROPOSED IMPROVEMENTS AND EXCAVATIONS AGAINST LOSS OF GROUND OR CAVING EMBANKMENTS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVAL OF SHORING AND BRACING, AS REQUIRED. 24. 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. 25. COORDINATE AND ARRANGE FOR ALL UTILITY CONNECTIONS, UTILITY RELOCATIONS AND/OR SERVICE INTERRUPTIONS WITH THE AFFECTED OWNERS AND APPROPRIATE UTILITY COMPANIES. CONNECTIONS TO EXISTING UTILITIES SHALL BE MADE ONLY WITH ADVANCE WRITTEN APPROVAL OF THE AUTHORITIES GOVERNING SAID UTILITIES. 26. ALL UTILITIES SHALL BE PLACED UNDERGROUND. 27. 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 REPRESENTATIVE PRIOR TO BACKFILLING. 28. NEW UTILITY LOCATIONS ARE GENERALLY SHOWN BY DIMENSION, WHERE NO DIMENSIONS ARE INDICATED, LOCATIONS MAY BE SCALED FROM DRAWINGS. FIELD ADJUSTMENTS SHALL BE APPROVED BY OWNER'S REPRESENTATIVE AND CITY. 29. FIELD STAKE ALL UTILITY STUBS AT THE PROPERTY LINE. 30. TRENCH BACI<FILL OF UTILITIES LOCATED WITHIN THE CITY RIGHT-OF-WAY SHALL BE COMPACTED TO 95%. COMPACTION TEST REPORTS SHALL BE PROVIDED TO THE CITY PRIOR TO PAVING. 31. WHERE NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6" OR LESS, PLACE POLYETHYLENE PLASTIC FOAM AS A CUSHION BETWEEN THE UTILITIES. 32. SEE MECHANICAL DRAWINGS (WHERE APPLICABLE) FOR CONTINUATION OF SITE UTILITIES WITHIN THE BUILDING. 33. SEE ELECTRICAL DRAWINGS (WHERE APPLICABLE) FOR EXTERIOR ELECTRICAL WORK. 34. SEE LANDSCAPE DRAWINGS (WHERE APPLICABLE) FOR SITE IRRIGATION SYSTEM. 35. PIPE MATERIAL AND SIGNAGE SUBMITTALS SHALL BE PROVIDED TO CITY ENGINEERING DIVISION FOR APPROVAL PRIOR TO INSTALLATION. CONSTRUCTION SEQUENCE NOTES 1. SCHEDULE APRE-CONSTRUCTION MEETING WITH CITY ENGINEERING DIVISION AT 425-771-0220, EXT. 1326. TWO DAY (48 HR) NOTICE IS REQUIRED. 2. REVIEW TEMPORARY EROSION AND SEDIMENT CONTROL NOTES. 3. CALL FOR UTILITY LOCATES. 4. INSTALL TESC MEASURES AND MAINTAIN DUST CONTROL WHILE PREVENTING DISTURBANCE OF ANY AREAS OF VEGETATION OUTSIDE 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 OR SITE CLEARING. EROSION AND SEDIMENTATION CONTROL PRACTICES AND/OR DEVICES SHALL BE MAINTAINED UNTIL PERMANENT VEGETATION IS ESTABLISHED. FROM OCTOBER 1ST TO APRIL 30TH ANY EXPOSED SOILS NOT BEING WORKED FOR MORE THAN TWO DAYS SHALL BE COVERED. FROM MAY 1ST TO SEPTEMBER 30 ANY EXPOSED SOILS NOT BEING WORKED FOR MORE THAN 7 DAYS SHALL BE COVERED. 6. DEMOLISH EXISTING STRUCTURES 7. ROUGH GRADE SITE 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 OTHER SITE IMPROVEMENTS, INCLUDING FRONTAGE IMPROVEMENTS. 10. STABILIZE AND COMPOST AMEND ALL EXPOSED SOILS PRIOR TO REVEGETATION OF ENTIRE SITE. 11. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED UPON FINAL SITE STABILIZATION AND APPROVAL BY CITY INSPECTOR DATUM NAVD 88 PARCEL NUMBER 27032500109500 RANGE 3 EAST, W.M. CAUTION! CALL BEFORE YOU DIG! BURIED UTILITIES EXIST IN THE AREA AND UTILITY INFORMATION SHOWN MAY NOT BE COMPLETE. CONTACT THE ONE- CALL UTILITY LOCATE SERVICE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION 1-800-424-5555 UTILITY PATCHES AND PAVEMENT RESTORATION NOTES 1. UTILITY PATCHES SHALL BE COMBINED AND FULL WIDTH OR HALF WIDTH OVERLAY WILL BE REQUIRED DEPENDING ON THE EXTENT OF DISTURBANCE. 2. WHERE UTILITY PATCHES FALL ENTIRELY WITHIN ONE TRAVEL LANE, THE OVERLAY SHALL EXTEND TO THE CENTERLINE OF ROADWAY. 3. WHERE UTILITY PATCHES EXTEND INTO BOTH TRAVEL LANES, A FULL WIDTH OVERLAY IS REQUIRED. 4. ALL FINAL RESTORATION WITHIN THE RIGHT-OF-WAY SHALL BE COMPLETED BY THE CONTRACTOR, NOT THE CITY OF EDMONDS. 5. A RESTORATION LIMIT INSPECTION IS REQUIRED TO DETERMINE THE LIMITS OF FINAL RESTORATION. --------------------------- -/ SHEET INDEX SHEET INDEX C1.1 COVER SHEET &GENERAL NOTES C2.1 TEMPORARY EROSION CONTROL PLAN &DETAILS Pacific Salmon I ' I PROJECT SITE VICINITY MAP N TS FE n 216th PI SW DESCRIPTION EXISTING PROPOSED ABBREVIATIONS PROPERTY LINE - - - - ABN ABANDONED MIN MINIMUM ADJACENT PROPERTY LINE - - - - BLDG BUILDING MJ MECHANICALJOINT CENTERLINE - - BOW BOTTOM OF WALL MON MONUMENT CLEARING LIMITS - � CENTERLINE NTS NOT TO SCALE SILT FENCE X X X X CB CATCH BASIN OC ON CENTER CONTOUR LINE - - - - -100 - - - - - 00 CMP CORRUGATED METAL PIPE PC POINT OF CURVATURE FENCE CO CLEANOUT PI POINT OF INTERSECTION SANITARY SEWER LINE-ss - � - -ss - �ss�ss- CONIC CONCRETE PIV POST INDICATOR VALVE MANHOLE ® © CONST CONSTRUCTION FL PROPERTY LINE STORM DRAIN MAIN - -� - - SD - -� - - SD ----- SD ---------- SD- CP CONCRETE PIPE PT POINT OF TANGENCY STORM DRAIN PIPE - - - - - - - - - -0 CU YD CUBIC YARD PVC POLYVINYL CHLORIDE PIPE ROOF DRAIN R - - - R - - - R - -R-R DDCVA DOUBLE DETECTOR CHECK VALVE ASSEMBLY PV1 POINT OF VERTICAL INTERSECTION FOOTING DRAIN - - - F - - - F - - - F - F F DI DUCTILE IRON PIPE PVMT PAVEMENT PRESSURE LINE - - - P - - - P - - - P - P P DIA DIAMETER PVT POINT OF VERTICAL TANG. CATCH BASIN (TYPE 1) ❑ ■ DIP DUCTILE IRON PIPE R RADIUS CATCH BASIN (TYPE 2) �; ® EA EACH REINF REINFORCEMENT CLEANOUT o c EJ EXPANSION JOINT RJ RESTRAINED JOINT CLEANOUT AND WYE 170 ELEV ELEVATION RET RETAINING GRADE BREAK - - - - - - - EOP EDGE OF PAVEMENT RT RIGHT SURFACE SWALE EX EXISTING SD STORM DRAIN DRAINAGE ARROW FDC FIRE DEPT. CONNECTION SECT SECTION WATER LINE - - WA- - - WA WA- WA- FIFE FINISHED FLOOR ELEVATION SDMH STORM DRAIN MANHOLE WATER METER ® 151 FH FIRE HYDRANT SIM SIMILAR FIRE HYDRANT � izr FL FLANGE SQ SQUARE FDC V i FT FEET/FOOT SS SANITARY SEWER PIV O • GV GATE VALVE SSMH SANITARY SEWER MANHOLE GATE VALVE g Z HP HIGH POINT STA STATION TEE HT HEIGHT STD STANDARD 90° BEND �_T �T ID INSIDE DIAMETER STL STEEL THRUST BLOCKING o � IE INVERT ELEVATION TB THRUST BLOCK CAP CONCRETE PAVEMENT a L LCPE LENGTH/LINE LINED CORRUGATED POLYETHYLENE PIPE TOC TOW TOP OF CURB TOP OF WALL ASPHALT PAVEMENT LF LINEAL FOOT TOP TOP ELEVATION CRUSHED SURFACING LP LOW POINT TYP TYPICAL ROCKERY LT LEFT VC VERTICAL CURVE SPOT ELEVATION 0/,-- 20.0 f 20.0 MAX MAXIMUM W/ WITH TELEPHONE LINE - - - T - - - r - - - T - -T-T MECH MECHANICAL WM WATER METER POWER LINE - - - E - - - E - - - E - E E MH MANHOLE GAS LINE --- G - -- G - -- G- G G SIGN 71 71 APPROVED FOR CONSTRUCTION CITY OF E:)MOnlDS DATE: BY: CITY ENGINEERING DIVISION LEGEND O C ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 �G GUILL wash, .cs' 25385 1 STEg 1 �`SIONAL 1210912 W r-4 � Q CD �O Y Q' Q DESIGN: SBG DRAWN: ATD CHECK: JPU JOB NO: 20371.20 DATE: 1 1 /O 1 /21 RES U B Dec 10 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 00 I.J_I O U � N Z p LIJ SHEET: SW 1 /4, NE 1 /4, SECTION 25, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M. O 61 TEMPORARY EROSION CONTROL PLAN TEMPORARY EROSION CONTROL PLAN NOTES: 1. BEFORE BEGINNING LAND -DISTURBING ACTIVITIES, INCLUDING CLEARING AND GRADING, CLEARLY MARK ALL CLEARING LIMITS. 2. SOILS MUST BE STABILIZED AT THE END OF THE SHIFT BEFORE A HOLIDAY OR WEEKEND IF NEEDED ON THE WEATHERFORECAST. 3. CONCRETE TRUCKS MUST NOT BE WASHED OUT ONTO THE GROUND, OR INTO STORM DRAINS, OPEN DITCHES, STREETS, OR STREAMS. EXCESS CONCRETE MUST NOT BE DUMPED ON -SITE. 4. INSTALL CATCH BASIN INLET PROTECTION PER DETAIL 3 FOR ALL EXISTING INLETS ON -SITE AND WITHIN 100' OF CONSTRUCTION SITE IN ROW AND AS PROPOSED DRAINAGE STRUCTURES ARE INSTALLED. 5. ADDITIONAL BMPS MAY BE REQUIRED DURING CONSTRUCTION. EXISTING RETAINING WALL 293.6 PATIO AND PORTION OF DRIVEWAY TO BE DEMOLISHED AND REPLACED W/ NEW CONCRETE, SEE STRUCTURAL DRAWINGS FOR DETAILS INSTALL HIGH VISIBILITY METAL OR PLASTIC FENCE TO MARK LIMITS OF CLEARING AND GRADING 0 INSTALL SILT FENCE DECK ABOVE PATIO TO BE REPLACED, SEE STRUCTURAL DRAWINGS FOR DETAILS 293.6 ------ FILTER FABRIC MATERIAL 36" MIN WIDE ROLLS. USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE. JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. FILTER FABRIC 2"x2" BY 14 GA. WIRE MATERIAL FABRIC OR EQUIVALENT 2"x2" BY 14 GA WIRE FABRIC OR EQUIV IF STANDARD STRENGTH z FABRIC IS USED rmr�_ 6"x6" MIN TRENCH �----WITH BURNATIVE SOIL Y BOTTOM OF FILTER BACKFILL TRENCH OR 3/4"-- -F MATERIAL IN 6"x6" TRENCH _ z WASHED ROCK 6' MAX 00 6", TYP 2"x4" WOOD POSTS, STANDARD 2"x4" WOOD POST ALT: OR BETTER OR EQUAL STEEL FENCE POSTS - ALTERNATE: STEEL FENCE POSTS SILT FENCE NOTES: USE EXISTING DRIVEWAY AS 5 10 ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 �G GUILL 4 of WASt, cs' tip' rn - 25385 1 STEg i 0 Q12/09/21 00 a1 J Q z C° O m Ln Lu Ln m = = LLJ Lu Lu Q a- d LLJ Q o Y Q DESIGN: SBG DRAWN: ATD CHECK: JPU JOB NO: 20371.20 DATE: 1 1 /01 /21 z Q RESUBJ Dec 10 20210 N M CITY OF EDMONDS W DEVELOPMENT SERVICV DEPARTMENT Z O U 1. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6 INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST. 2. THE SILT FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASIBLE). THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 18 INCHES). 3. A SHALLOW TRENCH SHALL BE EXCAVATED, ROUGHLY 6 INCHES WIDE AND 6 INCHES DEEP, UPSLOPE AND ADJACENT TO THE WOOD POSTS TO ALLOW THE LOWER EDGE OF THE FILTER FABRIC TO BE SECURED WITH GRAVEL. 4. WHEN FILTER FABRIC NOT AS STRONG AS MIRAFI 70OX IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY-DUTY WIRE STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR HOG RINGS. THE WIRE MESH SHALL EXTEND INTO THE SHALLOW TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. 5. THE MIRAFI 70OX FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND AT LEAST 18 INCHES OF THE FABRIC SHALL BE BURIED IN THE SHALLOW TRENCH. THE FILTER FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE AND SHALL NOT BE STAPLED TO TREES. 6. WHEN EXTRA -STRENGTH FILTER FABRIC (MIRAFI 70OX OR EQUAL) AND FOUR (4') POST SPACING IS USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF NOTE 5 APPLYING. 7. THE TRENCH SHALL BE BACKFILLED WITH NATIVE SOIL OR 3/4" -1.5" WASHED ROCK. 8. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. THE NEWLY DISTURBED AREAS RESULTING FROM SILT FENCE REMOVAL SHALL BE IMMEDIATELY SEEDED AND MULCHED, OR OTHERWISE PERMANENTLY STABILIZED TO THE SATISFACTION OF THE CIVIL INSPECTOR. 9. SILT FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. 10.MAINTENANCE: ANY DAMAGED OR CLOGGED FENCE SHALL BE REPAIRED/REPLACED IMMEDIATELY. SEDIMENT MUST BE REMOVED WHEN THE SEDIMENT DEPTH IS 6 INCHES OR GREATER. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. ADAPTOR SKIRT TRIM TO WITHIN 3" - 5" OF GRATE GEOTEXTILE FABRIC IVU 1 t5: 1. INSERT SHALL BE INSTALLED PRIOR TO CLEARING AND GRADING ACTIVITY OR UPON PLACEMENT OF A NEW CATCH BASIN. 2. SEDIMENT SHALL BE REMOVED FROM THE UNIT WHEN IT BECOMES HALF FULL. 3. SEDIMENT REMOVAL SHALL BE ACCOMPLISHED BY REMOVING THE INSERT, EMPTYING, AND RE-INSERTING INTO THE CATCH BASIN. RETRIEVAL STRAP OVERFLOW BYPASS FOR PEAK STORM VOLUMES SEDIMENT ACCUMULATION APPROVED FOR CONSTRUCTION CITY OF I =�M C)N D S DATE: BY: CITY ENGINEERING DIVISION I..d 0 U 3:: N Z 0 W 0 LL.I 00 ] O� Q Ld Q c L 00 p E) Cl J O Z Q M O U cfl U p :2 N Lv SHEET: C201 SILT FENCE SCALE: 1/2" = V-0" CATCH BASIN INSERT SCALE: NTS