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APPROVED BLD ENG BLD2024-0795+Architectural_Plan+6.12.2024_11.21.28_AM+4317043/ / / / / POOL AREA FACING SOUTH SUNKEN CONCRETE WALKWAY ON WEST SIDE OF POOL i i i i i i i i 51 PINE / (BUILDING 5) i PINE DING 6) \ 1 1 \ IN I \ \ \ Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per city standards that is caused or occurs during the permitted project. 1 ' \ OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE / \ OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY \ UTILITIES MAY REQUIRE A SEPERATE PERMIT. / (o1 PINE (BUILDING 2) \ \ \ 65 PINE \ — � (BUILDING 4) � ♦ ` � \ 71 PINE (BUILDING 1) \ 75 PINE (BUILDING 3) car SITE FLAN� 64z NOTE: ®® THE INFORMATION ON THIS SITE PLAN IS SCALE: 1" = 100'-0'' SCHEMATIC AND HAS BEEN DERIVED FROM THE SITE PLAN INFORMATION ON TRUE PROJECT RECORD WITH SNOHOMISH COUNTY, NORTH NORTH AERIAL PHOTOGRAPHS AND SITE VISIT. GENEL NOTES: GENERAL CONDITIONS: 1. DO NOT SCALE DRAWINGS. 2. REPETITIVE FEATURES MAY BE DRAWN OR CALLED OUT ONCE, BUT SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL. 3. ALL WORKMANSHIP SHALL BE OF THE HIGHEST QUALITY AND SHALL BE IN ACCORDANCE WITH ALL MANUFACTURERS' SPECIFICATIONS, DIRECTIONS AND RECOMMENDATIONS. THE WORK SHALL ALSO BE IN STRICT CONFORMANCE WITH INDUSTRY STANDARDS AND COMPLY WITH SOUND ENGINEERING AND CONSTRUCTION PRACTICES. THE CONTRACTOR SHALL REPLACE PORTIONS OF THE INSTALLED WORK THAT DOES NOT MEET THESE REQUIREMENTS AT THEIR EXPENSE. 4, ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL LAWS, AND IN ACCORDANCE WITH CURRENT CODE REQUIREMENTS. 5. THE CONTRACTOR SHALL COORDINATE ALL REQUIRED LOCAL JURISDICTION INSPECTIONS AND SPECIAL INSPECTIONS. THE CONTRACTOR SHALL PROVIDE COPIES OF THE INSPECTION REPORTS TO PACIFIC ENGINEERING TECHNOLOGIES, INC., AND THE HOMEOWNER'S REPRESENTATIVE. 6 . ALL NEW AND/OR REPLACEMENT MATERIALS SHALL BE EQUAL OR BETTER IN KIND AS EXISTING MATERIALS. 1. PLUMBING, MECHANICAL AND ELECTRICAL WORK (AS REQUIRED FOR REPAIR WORK) TO BE FILED UNDER SEPARATE PERMITS AND SHALL BE BIDDER DESIGNED. PLUMBING, MECHANICAL AND ELECTRICAL REPAIR DESIGN TO BE PERFORMED BY LICENSED AND QUALIFIED PLUMBING, MECHANICAL AND ELECTRICAL CONTRACTORS. ALL NEW MECHANICAL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE WASHINGTON STATE ENERGY CODE. 8, CONTACT THIS OFFICE AT (206) 281-1500 IF ANY ADDITIONAL DAMAGE IS FOUND OUTSIDE THIS SCOPE OF WORK DURING DEMOLITION OR ANY VARIATIONS TO THE SITE OR EXISTING STRUCTURE ARE FOUND DURING THE CONSTRUCTION WORK. SITE CONDITIONS, SAFETY AND DEMOLITION: cJ. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONDITIONS AT THE JOB SITE, INCLUDING THE SAFETY OF ALL PERSONS AT THE JOB SITE DURING THE PERFORMANCE OF THE WORK THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 10. THE CONTRACTOR SHALL PROVIDE ACCEPTABLE SAFETY AND SECURITY MEASURES AND SHALL MAINTAIN SAFETY AND SECURITY AT THE JOB SITE DURING THE ENTIRE COURSE OF THE PROJECT. 11, THE CONTRACTOR SHALL PROVIDE TEMPORARY BARRICADES AND OTHER FORMS OF PROTECTION TO PROTECT THE PUBLIC FROM INJURY DUE TO DEMOLITION AND REPAIR WORK BARRICADES ARE TO REMAIN IN PLACE AFTER DEMOLITION WORK HAS BEEN COMPLETED AND THROUGHOUT THE DURATION OF THE WORK. 12. THE CONTRACTOR SHALL REASONABLY SECURE WORK AREAS, BUILDING MATERIALS AND TOOLS FROM ACCESS TO THE PUBLIC AT ALL TIMES. 13. THE REQUIRED AND/OR IMPLIED DUTY OF PACIFIC ENGINEERING TECHNOLOGIES, INC., TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE DOES NOT, AND IS NOT INTENDED TO, INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON, OR NEAR THE CONSTRUCTION SITE. 14. THE CONTRACTOR AND THE SUB -CONTRACTORS SHALL VISIT THE SITE TO REVIEW THE EXISTING SITE, BUILDING CONDITIONS, AND FEATURES, INCLUDING, BUT NOT LIMITED TO: GRADES, DIMENSIONS, ACCESS TO THE WORK, POWER ACCESS, STAGING, REFUSE DISPOSAL, MATERIAL STORAGE, ETC. 15, BEFORE WORK BEGINS, LOCATE ALL UNDERGROUND UTILITIES BY CONTACTING "CALL BEFORE YOU DIG" AT 1-800-424-5555 OR 011, 16. ALL WORK SHALL BE PERFORMED DURING NORMAL BUSINESS HOURS IN ACCORDANCE WITH THE LOCAL JURISDICTIONAL REQUIREMENTS. 1-1. THE CONTRACTOR SHALL COORDINATE WITH THE HOMEOWNERS' REPRESENTATIVE FOR A DESIGNATED AREA WITHIN THE SITE TO BE USED FOR THE STORAGE OF MATERIALS, EQUIPMENT AND TEMPORARY CONSTRUCTION OFFICE BEFORE COMMENCING WITH THE WORK. THE SECURITY OF THE MATERIALS, EQUIPMENT AND TEMPORARY CONSTRUCTION OFFICE STORED ON -SITE IS THE RESPONSIBILITY OF THE CONTRACTOR 11 0 I I CLUBHOUSE I MAINTENANCE BUILD ING/OFF ICE PINE STREET GE1NE �L NOTES (CONT.): 15. THE WORK SHALL NOT BLOCK INGRESS OR EGRESS FROM THE SITE AT ANY TIME. THE CONTRACTOR'S VEHICLES AND EQUIPMENT SHALL NOT BLOCK THE MARKED FIRE LANES OR DRIVEWAYS AND NOT UTILIZE ANY RESERVED PARKING STALLS WITHOUT HOMEOWNERS' REPRESENTATIVE'S PERMISSION. 19, THE CONTRACTOR SHALL PROVIDE ITS OWN DUMPSTER FOR CONSTRUCTION DEBRIS. 20. THE CONTRACTOR SHALL PROVIDE PORTABLE RESTROOM FACILITIES FOR WORKERS. 21. PROTECT EXISTING FINISHES, FIXTURES, EQUIPMENT, ETC. THAT ARE TO REMAIN FROM DAMAGE DURING CONSTRUCTION. 22, THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION, TEMPORARY BRACING, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES IN CONNECTION WITH THE WORK 23. PROTECT LANDSCAPING, DRAINAGE AND IRRIGATION SYSTEMS AS REQUIRED TO ACCOMPLISH THE WORK OR REMOVE AND REPLACE LANDSCAPING, DRAINAGE AND IRRIGATION SYSTEMS, WHICHEVER IS MORE COST EFFECTIVE. FOLLOWING THE WORK, THE IRRIGATION AND DRAINAGE SYSTEMS SHALL BE TESTED TO VERIFY THAT THEY ARE FUNCTIONING PROPERLY. 24, PROPERLY PROTECT OR CAP ALL UTILITIES THAT MIGHT BE DISTURBED DUE TO DEMOLITION ACTIVITY, 25. COORDINATE ALL DEMOLITION ACTIVITIES WITH THE HOMEOWNERS' REPRESENTATIVE. 26, THE CONTRACTOR SHALL TRANSPORT AND DISCARD IN A LEGAL MANNER ALL CONSTRUCTION DEBRIS AND REMOVED ITEMS NOT INTENDED FOR REUSE. 2-1. THE CONTRACTOR IS TO LEAVE THE SITE BROOM CLEAN FROM CONSTRUCTION RELATED DEBRIS AFTER DEMOLITION WORK IS COMPLETE, AT THE END OF EACH DAY AND AT THE END OF THE PROJECT. CONSTRUCTION: 25. ALL SIDEWALK AND ROAD WORK SHALL BE IN ACCORDANCE WITH CITY OF EDMONDS STANDARDS. 29. CLEAN SITE OF CONSTRUCTION MATERIAL AND DEBRIS AT THE END OF THE PROJECT. ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED PLANS MUST BE ON JOB SITE SCONE OF WORK SUMMARY ARY TYPE: CONCRETE SLA15 REPAIR THE PURPOSE OF THESE DRAWINGS IS TO SHOW THE DETAILS NECESSARY TO REPAIR THE EXISTING CONCRETE SLAB PATIO AT THE EAGLE'S NEST POOL (21 PINE) AT POINT EDWARDS CONDOMINIUMS LOCATED IN EDMONDS, WASHINGTON. THE SCOPE OF WORK IS TO DEMOLISH A PORTION OF THE EXISTING SLAB AND INSTALL A NEW REINFORCED CONCRETE SLAB SUPPORTED WITH DRIVEN PIPE PILES. THE REPAIR OF THE SLAB IS TO MATCH THE EXISTING CONFIGURATION AND FOOTPRINT. EXCLUSIONS: NO REVIEW HAS BEEN MADE OF THE ADEQUACY OF THE POOL OR ADJACENT STRUCTURES. Anthony's Homeport r. ''each Cafe Edmond• I Beck e` Walnut St 0� n Edmonds m n s Shelleberger Holly, Creek Cn �r liowOl Way t+. Marina Beach Park 104 Edmonds w D City Park m n s N < Heml m a Off Leash �' n Area Edmonds Erben Dr 85 St Pine Street sew Pine Dr a min drive - home r'�ne Edwards Point S r �� Pine St I $ n � � D Point Edwards P! N w N cL r D Z < ro o cn Fir PI v_ x f G tG4 a w c4 P > a Bella Coola Rd ti D D < < to 1141/aw Crq,k r �a VICINITY M ASSESS0R'S No.: 01022603110100 - 01022601530500 LEGAL DESCRIPTION: 100 PCT. DIV. INT. POINT EDWARDS CONDOMINIUMS 5UILD INC- DATA: JURISDICTION: CITY OF EDMONDS BUILDING CODE: 2021 WASHINGTON STATE BUILDING CODE (WSBC) 2021 WASHINGTON STATE EXISTING BUILDING CODE (WSEBC) ZONING: MASTER PLAN HILLSIDE MIXED USE (MPI AND MP2) CONSTRUCTION TYPE: VB OCCUPANCY R-2 (CONDOMINIUMS - NO WORK) A-4 (SWIMMING POOLS - WORK THIS PERMIT) SHEET INDEX SHEET 1.0 SITE PLAN, VICINITY MAP, PHOTOGRAPHS AND NOTES SHEET 20 SLAB PLAN SHEET 2.1 FOUNDATION AND PILE PLAN, AND NOTES SHEET 3.0 SECTIONS ENGINEERING DIVISION APPROVED AS NOTED 07/17/2024 NO STORMWATER MANAGEMENT SYSTEM REQUIRED AT THIS TIME. IF NEW AND/OR REPLACED IMPERVIOUS SURFACE EQUALS 2000SQFT OR GREATER, A STORMWATER MANAGMEMENT SYSTEM MAY BE REQUIRED PER CITY CODES AND STANDARDS All work to be done under the supervision of the design team. Provide final letter of completion to the city for permit final. City Of Edmonds Building Department Work POOL SLAB REPAIR Address 21 PINE ST Owner POINT EDWARDS Approved Date 07/ 1 6 /2 0 2 4 Building Official Erl & ----------- Permit Number BLD2024-0795 RECEIVED Jun 27 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ALL INFORMATION ON THIS DOCUMENT IS THE EXCLUSIVE PROPERTY OF PACIFIC ENGNNEERINGrt TECHNOLOGIES, INC. 4 COPYRIGHT 2024 0 0 z 1L � •� Z � � W W Z ( 7:3 cc Z U O 0N Q 1-1 CD o� o � O N r— QD 0 co N cli o 0� 11)o 0 •� I to C� O s 0 O Z oCn a N YCD No O CN YCD CN s a •' o � c9 Co CD CN �a 00 . LU 0 Z U� z� � x �L d N 0 0 L� �zz� °W W -Z�° z 20 °°"4° () a-ULUL N 1,0 6/12/2024 23190 WD 01.dwg Job No. 231e0.00 0 0 INSTALL NEW POOL COVER ANCHORS TO MATCH EXIST. EXPANSION JOINT EXIST. POOL SKIM COORDINATE WITH MAINTENANCE TO PEi;;a=ORM REPAIR CONTROL JOINT TC MATCH EXIST., TYF EXIST. PENCE TO 1; PROVIDE TEMPOF BRACING AND PR, AS REQ'D EXIST. POOL LADE TO REMAIN, PROTE FROM DAMAGE 8'-8"± -SLA15 FLAN SCALE: 1/8'' = 1'-0'' NOTE: ®® PATIO FINISH TO MATCH EXIST. RECEIVED Jun 27 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ALL INFORMATION ON THIS DOCUMENT IS THE EXCLUSIVE F ROPERTY OF PACIFIC ENGINEERING TECHNOLOGIES, INC. © COPYRIGHT 2024 c O 0 Z Z � � m > Q z Z U p Q CD 0 N H 0 M O O N O •� I M —700 2 cn C O I: C O t N O Z O o '2 N (!) N N C1 O F w L� Z Z 011— w w �Zz O w OO O c L o i�U�u N 2,0 6/12/2024 23190 WD 01.dwg cn Job No. 23190.00 STRUCTURAL NOTES: CODE: THE WASHINGTON STATE BUILDING CODE (WSBC) 2021 EDITION AND THE 2021 WASHINGTON STATE EXISTING BUILDING CODE (WSEBC). LIVE LOADS: POOL SLAB 100 PSF PILING: BEFORE WORK BEGINS, LOCATE ALL UNDERGROUND UTILITIES BY CONTACTING "CALL BEFORE YOU DIG" AT 1-800-424-5555 OR all. HOWEVER, THIS SERVICE DOES NOT HAVE A COMPLETE DATABASE OF ALL OBSTRUCTIONS, THEREFORE OTHER LOCATING SERVICES MAY ALSO BE NECESSARY. 2" PIPE PILING: PILING SHALL BE 2" DIAMETER EXTRA STRONG, ASTM A53 (STANDARD 02, 2012 CURRENT), GRADE B, Fy = 35,000 PSI, GALVANIZED STEEL PIPES WITH A MINIMUM OF 20 FEET EMBEDMENT. NET DESIGN BEARING CAPACITY 6,000 POUNDS PER GEOTECHNICAL REPORT BY ZIPPERGEO GEOPROFESSIONAL CONSULTANTS DATED 10/5/2023, DRIVE 2" GALVANIZED STEEL PIPE PILE (WITH AN OPEN END) USING A 90 POUND PNEUMATIC JACK HAMMER TO SUBSTANTIAL REFUSAL, WHICH IS DEFINED AS LESS THAN ONE INCH OF PENETRATION FOR ONE MINUTE OF DRIVING. CONCRETE: CONCRETE f'c = 4,000 PSI MINIMUM AT 25 DAYS. CONCRETE EXPOSED TO THE WEATHER IS TO BE AIR -ENTRAINED. CONCRETE PROTECTION FOR REINFORCING SHALL BE AS FOLLOWS: BOTTOM OF GRADE BEAM/SLAB 3" CONCRETE EXPOSED TO EARTH 4 WEATHER (#5 4 SMALLER) 1 1/2" ALL CONCRETE IN SLABS AND BEAMS SHALL BE PLACED IN A MONOLITHIC POUR UNLESS SHOWN OTHERWISE OR APPROVED BY THE ENGINEER PRIOR TO PLACING. ALUMINUM CONDUIT AND ACCESSORIES SHALL NOT BE EMBEDDED IN CONCRETE, REINFORCING STEEL: DEFORMED BILLET STEEL CONFORMING TO ASTM A615 (STANDARD 04, 2013 CURRENT), GRADE 60. (ALL WELDED BARS NOTED BY DIA. ARE A36 STEEL.) UNLESS NOTED OTHERWISE, PROVIDE LAP SPLICE AS FOLLOWS: 38 BAR DIAMETERS IN 4,000 PSI CONCRETE FOR #6 AND LESS CURING CONCRETE SLABS: COVER CONCRETE SURFACE WITH A MOISTURE RETAINING COVER FOR SEVEN (1) DAYS IN ORDER TO PROMOTE MORE UNIFORM CURING OF THE CONCRETE. CONCRETE EXPANSION JOINTS: EXPANSION JOINTS SHALL BE RUBBER OR A SIMILAR MATERIAL THAT WILL NOT ABSORB WATER THE EXPANSION JOINT SHOULD BE THE FULL DEPTH OF THE CONCRETE MINUS THE JOINT THICKNESS TO ALLOW ROOM FOR A SEALANT JOINT AT THE SURFACE, STEEL BOLTS: ALL BOLTS AND THREADED RODS SHALL BE ASTM 4301 UNLESS NOTED OTHERWISE. ANCHOR RODS SHALL BE ASTM F1554, GRADE 36. BOLTS SHOULD BE INSTALLED IN STANDARD SIZE HOLES UNLESS NOTED OTHERWISE. EPDXY FOR ANCHOR BOLTS: EPDXY FOR ATTACHMENT TO CRACKED OR UNCRACKED CONCRETE SHALL BE SIMPSON STRONG -TIE SET-3G EPDXY ADHESIVE NCC-ES REPORT 0405-1), UNLESS NOTED OTHERWISE ON THE PLANS. BOLTS SHALL BE STAINLESS STEEL ALL -THREAD ROD ANCHORS, UNLESS NOTED OTHERWISE ON THE PLANS. HOLE DRILLING AND PREPARATION AS WELL AS INSTALLATION OF ANCHORS TO BE IN ACCORDANCE WITH SIMPSON'S PRINTED INSTALLATION INSTRUCTIONS. CONCRETE MUST BE DRY AND ITS TEMPERATURE MUST BE BETWEEN 40 AND 100 DEGREES AT TIME OF INSTALLATION. CONTACT ENGINEER IF THESE SITE CONDITION CANNOT BE ACHIEVED, THE MINIMUM COMPRESSIVE STRENGTH OF CONCRETE SHALL BE 2,500 PSI AT TIME OF INSTALLATION. INSTALLATION OF ADHESIVE ANCHORS SHALL BE PEi;;;�FORMED BY PERSONNEL TRAINED TO INSTALL ADHESIVE ANCHORS. SPECIAL INSPECTIONS: SPECIAL INSPECTOR: THE OWNER OR OWNER'S AUTHORIZED AGENT, OTHER THAN THE CONTRACTOR, SHALL EMPLOY ONE OR MORE APPROVED AGENCIES TO PROVIDE SPECIAL INSPECTIONS FOR THE WORK LISTED IN THE STATEMENT OF SPECIAL INSPECTIONS SECTION BELOW. THE CONTRACTOR SHALL PROVIDE ADEQUATE NOTIFICATION TO THE SPECIAL INSPECTORS PRIOR TO THE PERFORMANCE OF WORK REQUIRING SPECIAL INSPECTION. STATEMENT OF SPECIAL INSPECTIONS: THE FOLLOWING SPECIAL INSPECTIONS ARE REQUIRED PER CHAPTER 1-1 OF THE IBC: CONCRETE CAST -IN -PLACE - SECTION 1105.3 I. INSPECT REINFORCEMENT AND VERIFY PLACEMENT (PERIODIC) 2. VERIFY USE OF REQUIRED DESIGN MIX (PERIODIC) 3. INSPECT CONCRETE PLACEMENT (CONTINUOUS) SOILS AND FOUNDATIONS - SECTIONS 1-105.6 TO 1105.9 PIPE PILE INSTALLATION PIPE PILES SHALL BE DRIVEN INTO THE GROUND WITH A 90-POUND PNEUMATIC OR HYDRAULIC JACKHAMMER, OR PERCUSSION DRIVER, TO A DESIGNATED "REFUSAL" CRITERIA. FOR 2-INCH DIAMETER PIPE DRIVEN WITH A 90-POUND HAMMER, REFUSAL IS DEFINED AS ONE INCH OR LESS OF PENETRATION INTO THE GROUND OVER 60 SECONDS OF SUSTAINED DRIVING. PILE LOAD TESTS ARE TYPICALLY NOT REQUIRED FOR 2-INCH DIAMETER PIPE PILES DRIVEN TO REFUSAL. S'-S"± PROVIDE 2% SLOF DRAIN TOWARDS E AWAY FROM POOL CONTRACTOR TO 1 EXIST. ADJACENT c REMOVE EXIST. SL, REPLACE WITH 5" SLAB TO MATCH E TEXTURE/ PATTERI COLOR. SLAB RE WITH #5 AT 10'' O.G. SHOWN SHADED L EXIST. FENCE TO R NOT SHOWN FOR Cl EXPANSION JOINT NOTE TO OWNERS: FULL USE OF POOL SHOULD NOT RESUME UNTIL CONCRETE HAS GURED FOR THREE DAYS. 4'-0"± a 0 0 CE I �r N IL •� Z �W (n 3 71 a 0 U + p Q LU 1 OL LLI �O O� a� � c) U_ OL 0 o 1-0 0 N 0 N 0� M o CD •/ -,�00 00, o� 0 0 0 0 �r) N 4 Ll 0 0 FOUNDATION AND PILE PLAN -NOTES: 1. REF. SHEET 2.0 FOR LOCATION OF SLAB SCALE: 1/S" = 1'-0'' ®® CONTROL JOINTS. REF. SHEET 2.0 FOR L O LOCATION OF POOL SKIMMER AND POOL DEPTH NUMBERS. 2. INSTALL POOL COVER ANCHORS IN SLAB TO MATCH EXIST. LuO�� w w RECEIVED � Z z O Z Jun 27 2024 .o O CITY OF EDMONDS DEVELOPMENT SERVICES ++i DEPARTMENT ALL INFORMATION ON THIS DOCUMENT IS THE EXCLUSIVE PROPERTY OF PACIFIC ENGNEERNG TECHNOLOGIES, INC. © COPYRIGHT 2024 2,1 6/12/2024 23190 WD 01.dwg Job No. 231g0.00 PROVIDE SAWCUT (OR CONC. SLAB, REF. PLAN ZIP STRIP) AT JOINTS. 1/2" DEEP MAX. TYPICAL CONTROL JOINT SECT ION ❑� SCALE: 3/4'' = 1'-O" 6/12/2024 23190 WD 01.dwg fE 1/2"x4"xO'-4" WELDED ONTO 1 3/4" DIA. x 1'-O" all LONG SOLID BAR PILE SUPPORTED CONC. SLAB, REP. PLAN _U • A a4 61 II III=� iI=11 II III 141P � IIIII III �IIIIIII� (2) 04 CONT. AT TOP AND BOTTOM AND 04 lO" AT 6 " O.C. 2" DIA. PIPE PILE PER PLAN SCALE: 3/4'' = 1'-0" CONC. GRADE BEAM PER PLAN EDGE WITH 1/4'' RADIUS CONC. SLAB, REP. PLAN FULL DEPTH 1/2" WIDE EXPANSION JOINT MATERIAL EXIST. CONC. SLAB, PROTECT FROM DAMAGE �a a a 1 I I1 I I1 I I '' IIIII � �1111 �,11 I I , �11111,111_ 4'1 III1 I I� I' Sr=CtION ❑3 SCALE: 3/4'' = 1'-O" In 1/2" DIA. BOLTS IN EXIST, FENCE BRACKETS, SET IN PREDRILLED HOLES FILLED WITH ADHESIVE, EMBED 4" MIN, EXIST. PENCE POST FOOTING TO REMAIN a ark/ I= III IIIII ,�I -III III_ ��I IIIII 2" DIA. PIPE PILE PER PLAN 0 0 EXIST. FENCE TO REMAIN IN PLACE. PROTECT FROM DAMAGE CONC, GRADE BEAM PER PLAN PILE SUPPORTED CONC. SLAB, REF. PLAN FULL DEPTH 1/2" WIDE EXPANSION o JOINT MATERIAL �I EDGE OF POOL a� o Z a _ a II POOL =III III III III � � � III III III I II -IIII III III L LU -III IIII � I = W z L U + p Q SE C I I OI � 141 NOTE: ORE INFORMATION, SCALE: 3/4'' = 1'-O" REP. SECTIONa RECEIVED Jun 27 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ALL INFORMATION ON THIS DOCUMENT 3,0 IS THE EXCLUSIVE PROPERTY OF PACIFIC ENGINEERING TECHNOLOGIES, INC. © COPYRIGHT 2024 Job No. 231gO.00