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APPROVED BLD2021-0819+Architectural_Plan+10.15.2021_5.19.01_PM+2466830WORK THIS PERMIT AREA SHOWN BOLD REF. SHEET 2.2 WORK THIS PERMIT, AREA SHOWN SHADED REF. SHEET 2.3 I / it \ / \ 51 PINE \ (BUILDING 5) \ 9 �4 L� / POy�OL / .G 00 CLUBHOUSE 0/�-- 02 61 PINE (BUILDING 2) 55 PINE (BUILDING 8) - L(0510 (5UILDI \ \ J6t6 15 PINE (BUILDING 3) SITE PLAN f NOTE: ®® THE INFORMATION ON THIS SITE PLAN IS SCALE: I'' = 100'-0'' SCHEMATIC AND HAS BEEN DERIVED FROM THE SITE PLAN INFORMATION FROM THE ORIGINAL CONSTRUCTION DRAWING, AERIAL PHOTOGRAPHS AND SITE VISIT. WORK THIS PERMIT, AREA SHOWN SHADED AND BOLD REF. SHEETS 2.0 AND 2.1 \ IN, 11 FINE \ (BUILDING 1) / POOL 0 I CLUBHOUSE MAINTENANCE #I BUILD ING/OFFICE PINE STREET PROJECT NARRATIVE THE PURPOSE OF THESE DRAWINGS IS TO SHOW THE DETAILS NECESSARY TO REPLACE THE EXISTING WATERPROOF MEMBRANE AT THE SELECTED PLANTERS AND BELOW GRADE FOUNDATION WALLS AT BUILDINGS 61 AND 11, THE PLANTER LID LOCATED BETWEEN BUILDINGS 31 AND 41. INCLUDES EXPOSED FOUNDATION WALL CRACK REPAIR AND PAINTING AT BUILDINGS 51, 61 AND 71 AT THE POINT EDWARDS CONDOMINIUMS LOCATED IN EDMONDS, WASHINGTON. THE REPAIRS/IMPROVEMENTS INCLUDE THE FOLLOWING: • INSTALLATION OF FOUNDATION WALL WATERPROOFING. • REMOVAL AND REPLACEMENT OF EXISTING PLANTER WATERPROOF MEMBRANES AND FLASHINGS WHERE SHOWN ON THE DRAWINGS. • REMOVE EXISTING LANDSCAPE VEGETATION, IRRIGATION AND SOIL WHERE SHOWN ON THE DRAWINGS. LANDSCAPE DESIGN AND REPLACEMENT BY OTHERS. • REPAIR AND PAINT OF SELECT EXTERIOR CONCRETE WALLS REFERENCE SCOPE OF WORK FOR A DETAILED LIST OF WORK ON SHEET 1.2. NO REVIEW HAS BEEN MADE OF THE ADEQUACY OF THE EXISTING STRUCTURAL SYSTEMS. THERE IS NO CHANGE TO THE EXISTING BUILDING FOOTPRINT, SQUARE FOOTAGE OR HEIGHT. MECHANICAL, ELECTRICAL AND PLUMBING WORK THAT IS NECESSARY FOR THESE REPAIRS IS NOT INCLUDED WITH THIS PERMIT AND SHOULD BE FILED UNDER A SEPARATE PERMIT, IF REQUIRED. Q�r Edmands Shelleberger Marsh Creek "' 4r Howell Way zw H r Marina Beach Park 104 Edmonds City Park E- f° < Cc He Off Leash V' Area Edmonds N Erhen Dr 5, Se Edwards POEn1 Pin e0r Fine 51 pine St a � r n PoinII Edwards Pl R R Makah Ad a For rt � 6 o (� Fir PI � m 104 ov Elm F a 7 Bella Cmia, Ind m n D VICINITY MAP LEGAL DESCRIPTION: 100 PCT. DIV. INT. POINT EDWARDS CONDOMINIUMS 5U LD ING DATA: JURISDICTION: CITY OF EDMONDS BUILDING CODE: 2018 INTERNATIONAL EXISTING BUILDING CODE (IEBC) 2018 INTERNATIONAL BUILDING CODE (IBC) ZONING: MASTER PLAN HILLSIDE MIXED USE (MPI AND MP2 ) OCCUPANCY R-2 (CONDOMINIUMS) 5-2 (PARKING GARAGE) CONSTRUCTION TYPE: R2 - VA S2-VA SPRINKLERED: YES SHEET INDEX SHEET 1.0 PROJECT NARRATIVE, VICINITY MAP, ASSESSOR'S No., LEGAL DESCRIPTION. SHEET INDEX, SITE PLAN AND NOTES SHEET 1.1 NOTES SHEET 2.0 11 PINE (BUILDING 1) LAYOUT PLAN SHEET 2.1 61 PINE (BUILDING 2) LAYOUT PLAN SHEET 2.2 51 PINE (BUILDING 5) PARTIAL LAYOUT PLAN AND ELEVATION SHEET 23 31 AND 41 PINE (BUILDINGS (o AND 1) PARTIAL LAYOUT PLAN SHEET 3.0 DETAILS SHEET 3.1 DETAILS I -SHEET 3.2 DETAILS SHEET 51.0 PROJECT NARRATIVE, PLAN, SECTION AND NOTES WASH INGTON STATE RC:W REQUIREMENTS: A SIGNED LETTER IS NOT REQUIRED FOR THIS PROJECT, AS SPECIFIED PER RCW 64.55.060, CERTIFYING THAT THE BUILDING ENCLOSURE HAS BEEN INSPECTED AND IS IN SUBSTANTIAL COMPLIANCE WITH THE BUILDING ENCLOSURE DESIGN DOCUMENTS DUE TO THE BUILDING NOT MEETING THE DEFINITION OF `REHABILITATIVE CONSTRUCTION" PER RCW 64.55.010 (9), I.E., CONSTRUCTION WORK IS LESS THAN FIVE PERCENT OF ASSESSED VALUE OF BUILDING. ISCLAIME PACIFIC ENGINEERING TECHNOLOGIES, INC. HAS INCORPORATED INDUSTRY STANDARD FLASHING AND WATERPROOFING DETAILS IN THE REPAIR OF YOUR CONDOMINIUM BUILDING. DUE TO THE COMPLEXITY AND UNIQUE DESIGN ELEMENTS OF THE SUBJECT BUILDING, PACIFIC ENGINEERING TECHNOLOGIES, INC. WILL MAKE NO EXPRESS OR IMPLIED WARRANTY OR GUARANTEE THAT THE SCOPE AND NATURE OF THE REPAIRS PROPOSED BY PACIFIC ENGINEERING TECHNOLOGIES INC. AND SPECIFIED IN THESE CONSTRUCTION PLANS AND DETAILS WILL COMPLETELY ELIMINATE ALL POSSIBLE FUTURE SOURCES OF STORM WATER INTRUSION. ALL INFORMATION ON THIS DOCUMENT IS THE EXCLUSIVE PROPERTY OF PACIFIC ENGINEERING TECHNOLOGIES, INC. © COPYRIGHT 2021 a 0 Z N 0 N_ L u- o p- � -4 a oz od) C)Z om Q L �A Digitally signed o N o N by Nathan L. Fritz - Pacific L ; ¢ 4 Engineering Technologies, � Lu Inc. tq Date: L/J 2021.10.15 16:13:36-07'00' ll� -A�N Z n�z 1L U 0ui �O `—` T Z O Z Z (L i:: 0 v -q 0 1L X Cr) c 4 1�U Lu cA cA LU W ju Q u1LcAQz d w 0 23 = ua Z Lu 0Q) Lu (az Z 01 �1LUcA-q 1.0 10/15/2021 18287 WD 01.dw co Job No. 18281.00 GENERAL RAL NOTES: GENERAL CONDITIONS: I. 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. 7. THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FOR A PERIOD OF TWO (2) YEARS FROM THE DATE OF FINAL ACCEPTANCE BY OWNER. 8. PLUMBING, MECHANICAL AND ELECTRICAL WORK (AS REQUIRED FOR THE WORK) TO BE FILED UNDER SEPARATE PERMITS AND SHALL BE BIDDER DESIGNED. MECHANICAL AND ELECTRICAL REPAIR DESIGN TO BE PERFORMED BY LICENSED AND QUALIFIED MECHANICAL AND ELECTRICAL CONTRACTORS. ALL NEW MECHANICAL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE WASHINGTON STATE ENERGY CODE. THE COST OF SUCH PERMITS SHALL BE INCLUDED IN THE BID. lb. 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 BUILDINGS) ARE FOUND DURING THE CONSTRUCTION WORK. SITE CONDITIONS, SAFETY AND DEMOLITION: 10. 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. 11, 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. 12. 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. 13. THE CONTRACTOR SHALL REASONABLY SECURE SCAFFOLDING, WORK AREAS, BUILDING MATERIALS AND TOOLS FROM ACCESS TO THE PUBLIC AT ALL TIMES. 14. 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. 15. 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. 16. BEFORE WORK BEGINS, LOCATE ALL UNDERGROUND UTILITIES BY CONTACTING ''CALL BEFORE YOU DIG" AT 1-800-424-5555 OR 811. 1-1. THE CONTRACTOR SHALL EXAMINE THE ORIGINAL CONSTRUCTION DRAWINGS AND SPECIFICATIONS USED TO CONSTRUCT THE BUILDINGS. 18, A PRECONSTRUCTION MEETING WILL BE HELD PRIOR TO THE START OF THE PROJECT TO REVIEW GENERAL CONDITIONS, STAGING, SEQUENCING, ETC. 19. THE CONTRACTOR SHALL HOST A CONSTRUCTION PROGRESS MEETING APPROXIMATELY ONCE A WEEK DURING THE COURSE OF REPAIRS. THE CONTRACTOR WILL BE IN CHARGE OF RECORDING MEETING MINUTES AT EACH MEETING AND DISTRIBUTING A COPY OF THE MEETING NOTES TO EACH INTERESTED PARTY. 20. ALL WORK SHALL BE PERFORMED DURING NORMAL BUSINESS HOURS DEFINED AS 6:00 A.M. TO 5:00 PM., MONDAY THROUGH FRIDAY, UNLESS OTHERWISE AGREED TO BY THE CONTRACTOR AND HOMEOWNERS' REPRESENTATIVE IN ADVANCE, OR IF LOCAL JURISDICTIONAL REQUIREMENTS DICTATE DIFFERENTLY. THE STAGING OF THE WORK MAY COMMENCE 30 MINUTES PRIOR TO THE AGREED EARLIEST STARTING TIME. 21. WEEKEND AND HOLIDAY WORK SHALL BE CARRIED OUT ONLY UPON WRITTEN CONSENT BY THE HOMEOWNERS' REPRESENTATIVE. THE CONTRACTOR SHALL REQUEST APPROVAL OF SUCH WORK NOT LESS THAN 12 HOURS PRIOR TO THE COMMENCEMENT OF WEEKEND OR HOLIDAY WORK. 22. 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. 23. THE CONTRACTOR SHALL COORDINATE WITH THE INDIVIDUAL UNIT OWNERS OR HOMEOWNERS' REPRESENTATIVE FOR SCHEDULING ACCESS INTO UNITS. IN UNITS THE CONTRACTOR ENTERS TO PERFORM REPAIRS, THE CONTRACTOR SHALL PHOTOGRAPH THE EXISTING CONDITIONS PRIOR TO REPAIRS SO AS TO AID IN RESOLVING ANY POSSIBLE CLAIMS THE HOMEOWNERS MAY HAVE ABOUT DAMAGE TO INTERIORS FROM THE REPAIR WORK. 24. IT IS INTENDED TO KEEP THE BUILDINGS OCCUPIED DURING THE PERFORMANCE OF THE WORK. MAINTAIN OR PROVIDE ACCESS TO ENTRY DOORS AND A CLEAR PATH TO DRIVEWAYS, SIDEWALKS AND ENTRY WALKWAYS TO NOT ADVERSELY IMPACT THE OWNERS OR TENANTS AND GUESTS ENTERING AND LEAVING THE BUILDINGS) AND PREMISES AT ALL TIMES EXCEPT AS PRE -ARRANGED WITH HOMEOWNERS' REPRESENTATIVE. MAINTAIN ALL BUILDING EXITS. 25. 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 PER 155ION. 26. THE CONTRACTOR SHALL PROVIDE PORTABLE RESTROOM FACILITIES FOR WORKERS. 21. THE CONTRACTOR SHALL PROVIDE ITS OWN DUMPSTER FOR CONSTRUCTION DEBRIS. 26. THE CONTRACTOR SHALL PROVIDE HEAT AS NECESSARY TO COMPLETE THE WORK. 29. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION, TEMPORARY BRACING, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES IN CONNECTION WITH THE WORK. GENERAL NOTES (cont.): 30. THE CONTRACTOR SHALL PROVIDE AND IS RESPONSIBLE FOR TEMPORARY BRACING, SUPPORT OR SHORING TO PREVENT MOVEMENT OR SETTLEMENT OF STRUCTURE OR SITE IMPROVEMENTS (E.G. SIDEWALKS, ROADS, DRAINAGE, ETC.) AS NEEDED IN AREAS WHERE WORK IS BEING PERFORMED. 31, PROVIDE SCAFFOLDING AND TEMPORARY WEATHER PROTECTION FOR AREAS OF THE BUILDING EXPOSED DURING CONSTRUCTION AS NECESSARY TO ACCOMPLISH THE REPAIR WORK SUFFICIENTLY AND TO PREVENT WATER DAMAGE FROM OCCURRING AS THE WORK PROGRESSES. ANY WATER DAMAGE TO THESE AREAS RESULTING DURING REPAIRS IS TO BE REPAIRED AT NO COST TO OWNER OR HOMEOWNERS' ASSOCIATION. 32. PROPERLY PROTECT OR CAP ALL UTILITIES THAT MIGHT BE DISTURBED DUE TO DEMOLITION ACTIVITY. 33. PROTECT EXISTING LANDSCAPING, DRAINAGE AND IRRIGATION SYSTEMS THAT ARE TO REMAIN. ALL DAMAGED ITEMS SHALL BE REPLACED AT NO COST TO THE HOMEOWNER'S ASSOCIATION. 34. PROTECT EXISTING FINISHES, FIXTURES, EQUIPMENT, ETC. THAT ARE TO REMAIN FROM DAMAGE DURING CONSTRUCTION. 35. COORDINATE ALL DEMOLITION ACTIVITIES WITH THE HOMEOWNERS' REPRESENTATIVE. 36. THE CONTRACTOR SHALL TRANSPORT AND DISCARD IN A LEGAL MANNER ALL CONSTRUCTION DEBRIS AND REMOVED ITEMS NOT INTENDED FOR REUSE. 3-1. 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: 38. SUBCONTRACTORS SHALL HAVE A MINIMUM OF TEN YEARS OF EXPERIENCE INSTALLING THEIR RESPECTIVE PRODUCTS AND SHALL BE MANUFACTURER APPROVED INSTALLERS OF THOSE PRODUCTS. 39. ALL SUCH PRODUCTS AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS, INDUSTRY STANDARDS AND CODE REQUIREMENTS. THE CONTRACTOR SHALL SUBMIT TO PACIFIC ENGINEERING TECHNOLOGIES, INC., A COPY OF THE INSTALLATION INSTRUCTIONS AND RELATED INSTALLATION STANDARDS AND REQUIREMENTS FOR REVIEW AND APPROVAL AND THE CONTRACTOR SHALL KEEP A SET OF THESE INSTRUCTIONS ON THE SITE DURING REPAIRS RELATING TO THAT WORK. 40. THE CONTRACTOR SHALL VERIFY THAT ALL WATERPROOFING COMPONENTS ARE COMPATIBLE WITH EACH OTHER, I.E. SEALANTS AND BACKER ROD, SEALANTS, AND SELF ADHESIVE (PEEL 'N' STICK) MEMBRANE, ETC. 41. THE CONTRACTOR SHALL SUBMIT MANUFACTURER'S PRODUCT DATA, MOCK-UP SAMPLES, SHOP DRAWINGS AND INSTALLATION INSTRUCTIONS FOR ALL PRODUCTS (SUCH AS. SEALANTS, SHEET METAL FLASHINGS AND WATERPROOF MEMBRANES, ETC.) TO PACIFIC ENGINEERING TECHNOLOGIES, INC. FOR REVIEW PRIOR TO PRODUCT INSTALLATION. 42. THE CONTRACTOR IS TO PROVIDE PACIFIC ENGINEERING TECHNOLOGIES, INC. AND PRODUCT REPRESENTATIVES WITH ACCESS TO REVIEW THE INSTALLATION OF THE WATERPROOF MEMBRANE AND FLASHINGS PRIOR TO BEING COVERED. 43. THE CONTRACTOR IS TO PROVIDE A MINIMUM OF -12 HOURS NOTICE (EXCLUDING WEEKENDS) PRIOR TO WHEN THE CONTRACTOR REQUESTS REVIEWS TO BE PERFORMED. THE CONTRACTOR IS TO MODIFY ANY CONDITIONS WITH THE INSTALLATION OF THE WATERPROOFING AND FLASHING SYSTEM AS DIRECTED BY PACIFIC ENGINEERING TECHNOLOGIES, INC. THAT DOES NOT COMPLY WITH THE REPAIR DRAWINGS OR MANUFACTURER RECOMMENDATIONS. 44, PACIFIC ENGINEERING TECHNOLOGIES, INC. MAY REQUIRE THAT THE INSTALLED MATERIALS BE REMOVED AND REPLACED AT NO COST TO THE HOMEOWNERS ASSOCIATION IF PACIFIC ENGINEERING TECHNOLOGIES, INC. CANNOT REVIEW THE INSTALLATION OF THE WATERPROOF MEMBRANE AND/OR FLASHINGS DUE TO INSUFFICIENT NOTIFICATION. 45. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING ALL TESTING AND RECERTIFICATION OF THE EXISTING FIRE SPRINKLER AND FIRE ALARM SYSTEMS IF REQUIRED BY THE FIRE MARSHAL OR BUILDING DEPARTMENT. 46. HOLES FOR WIRING AND PLUMBING PENETRATIONS THAT PASS -THROUGH FIRE -RESISTANCE RATED ASSEMBLIES ARE TO BE SEALED WITH A FIRE RATED EXPANDING FOAM OR SEALANT. THE FOAM OR SEALANT IS TO BE IN ACCORDANCE WITH ASTM E 514 OR UL 1419 WITH AN F AND T RATING NOT LESS THAN THE ASSEMBLY RATING IN ACCORDANCE WITH IBC SECTION -114.3.1. 47. PROVIDE DIFFERENTIAL METAL PROTECTION TO PREVENT GALVANIC ACTION WHERE OCCURS. 48. UPON COMPLETION OF ALL REPAIR WORK, THE HOMEOWNERS' REPRESENTATIVE, PACIFIC ENGINEERING TECHNOLOGIES, INC. AND CONTRACTOR WILL DEVELOP A "PUNCH LIST" OF WORK ITEMS TO BE COMPLETED AS PART OF THE PROJECT CLOSE-OUT. ALL ITEMS ON THE PUNCH LIST SHALL BE CORRECTED/REPAIRED BEFORE THE HOMEOWNER'S ASSOCIATION FINAL ACCEPTANCE OF THE WORK. 49. UPON FINAL ACCEPTANCE OF THE WORK, CONTRACTOR SHALL SUBMIT AN OPERATION AND MAINTENANCE MANUAL AND ALL WARRANTIES TO THE HOMEOWNER'S ASSOCIATION. SCOPE OF U10RK: THIS WRITTEN SCOPE OF WORK IS IN SHORT FORMAT AND IS NOT INTENDED TO PROVIDE ENOUGH DETAIL TO PERFORM THE REPAIR WORK ALONE. ADDITIONALLY, THE ORDER IN WHICH THE SCOPE OF WORK IS PRESENTED, IS NOT INTENDED TO BE USED AS A FINAL DESIGN OR SEQUENCING ORDER. MEANS, METHODS, TECHNIQUES, SEQUENCING AND PROCEDURES TO PERFORM THE WORK, IS THE RESPONSIBILITY OF THE CONTRACTOR. THE REPAIR SCOPE IS TO BE USED IN CONJUNCTION WITH THESE REPAIR DRAWINGS, DETAILS AND SPECIFICATIONS. REF. PLANS FOR ADDITIONAL INFORMATION. THE SCOPE OF WORK IS AS FOLLOWS: A. INSTALL ACCESS AND WEATHER / PEDESTRIAN PROTECTION AS REQUIRED TO PERFORM THE WORK. B. PROVIDE PROTECTION FOR EXISTING BUILDING COMPONENTS THAT ARE TO REMAIN. C. PROVIDE INTERIOR PROTECTION WHEN PERFORMING WORK WITHIN THE UNITS OR BUILDINGS (IF REQUIRED). D. TEMPORARILY REMOVE, STORE AND RELOCATE AS NECESSARY THE FOLLOWING ITEMS AT THE PLANTERS AND UNIT PATIOS (REF. PLANS FOR LOCATIONS) - I. LANDSCAPING/VEGETATION. COORDINATE WITH HOA LANDSCAPER FOR WHICH VEGETATION IS TO BE SAVED AND VEGETATION THAT IS TO BE DISCARDED. 2. LANDSCAPE ROCK 3. LANDSCAPE AND PLANTER IRRIGATION SYSTEM WATERLINES AND SPRINKLER HEADS 4. LANDSCAPE LIGHTING AND CONTROLS 5. EXISTING FOAM FILLERS, IF INSTALLED 6. DRAIN LINES E. REMOVE AND DISCARD THE FOLLOWING AT THE PLANTERS/DECKS/ROOFS- (REF. PLANS FOR LOCATIONS) I. LANDSCAPING SOIL AND VEGETATION. COORDINATE WITH HOA LANDSCAPER FOR VEGETATION TO BE SAVED. 2. DRAINAGE ROCK 3. DRAINAGE MAT 4, PLANTER GEOTEXTILE FABRIC AND ROOT BARRIER 5. WATERPROOF MEMBRANE ro. WATERPROOF MEMBRANE PROTECTION BOARD I. SHEET METAL FLASHINGS. F. PROVIDE TEMPORARY SHORING AS REQUIRED FOR EXCAVATION TO ACCESS THE BACKSIDE OF THE RETAINING WALLS AND COLD JOINTS. CONTRACTOR IS RESPONSIBLE FOR MEAN AND METHODS OF EXCAVATION AND SHORING. G. PROVIDE TEMPORARY SUPPORT OF THE EXISTING BELOW GRADE DRAINLINES THAT ARE TO REMAIN IN PLACE. H. TEMPORARILY CAP AND LABEL PLANTER IRRIGATION AND ELECTRICAL LINES AS REQUIRED FOR LANDSCAPING INSTALLATION BY OTHERS. I. PREPARE SUBSTRATE AND INSTALL NEW WATERPROOF MEMBRANE SYSTEM AS INDICATED ON THE DRAWINGS. COORDINATE REVIEW OF THE NEW WATERPROOF MEMBRANE INSTALLATION WITH PACIFIC ENGINEERING TECHNOLOGIES, INC. AND THE MEMBRANE MANUFACTURER PRIOR TO COVERING. REPAIR CRACKS IN WALL AND SLAB IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. J. SCOPE AND TEST EXIST. BELOW GRADE DRAIN LINES FOR PROPER OPERATION. REPAIR ANY BLOCKAGES. REMOVE AND REPLACE ANY DAMAGED DRAIN LINES THAT ARE EXPOSED. PROVIDE SCOPE VIDEO TO PACIFIC ENGINEERING TECHNOLOGIES, INC. K. PERFORM FLOOD TESTING IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. CONDUCT REPAIRS AS REQUIRED TO PASS FLOOD TEST PRIOR TO COVERING. FORWARD MEMBRANE MANUFACTURER'S TEST REPORT TO PACIFIC ENGINEERING TECHNOLOGIES, INC. L. INSTALL NEW ROOT BARRIER AS INDICATED ON THE DRAWINGS. M. INSTALL NEW DRAINAGE MAT AS INDICATED ON THE DRAWINGS. N. INSTALL NEW SHEET METAL FLASHINGS AS INDICATED ON THE DRAWINGS. O. ROUTE OUT CRACKS IN CONCRETE WALL AND REPAIR AS INDICATED IN THE PLANS. P. REMOVE TEMPORARY SHORING AND BACKFILL RETAINING WALLS WITH FREE DRAINING SOIL/GRAVEL BEHIND RETAINING WALLS. INSTALL GEOTEXTILE FABRIC AROUND DRAIN LINES AND GRAVEL BACKFILL. Q. SKIM COAT AND PAINT CONCRETE WALLS, REF. PLANS FOR LOCATIONS. R. INSTALL PREFINISHED METAL COPING CAPS AND COUNTERFLASHING S. CLEAN AND REPLACE TEMPORARILY REMOVED LANDSCAPE ROCK. T. CLEAN ADJACENT SURFACES AND REMOVE ALL CONSTRUCTION DEBRIS. NOTE: CONTRACTOR IS RESPONSIBLE FOR REPLACEMENT OF WASHED DRAIN ROCK/GRAVEL AND GEOTEXTILE FABRIC. THE INSTALLATION OF PLANTING SOIL AND LANDSCAPING WILL BE PERFORMED BY OTHERS ALL INFORMATION ON THIS DOCUMENT IS THE EXCLUSIVE PROPERTY OF PACIFIC ENGINEERING TECHNOLOGIES, INC. © COPYRIGHT 2021 w 0 Z t: O c w > (L W a Z N 0 L 0 ul 13 C oZ oN �Z oa) Q o� CD ao o00 O N �o N N N a N = W US c� _ L p a r _ w r N� a Uj Lu � o 0Zu z O� 23 =3 z o w uLL a 000Lu a �OL0d)q 0 N m rr] O O ,700 cnC= 2 O L O 00 0 �cn N .4 Z O w 10/15/2021 18287 WD 01.dw Q) Job No. 16281.00 APPROXIMATE AREA OF MEMBRANE REPLACEMENT CONC. AREA WALKWAY / LANDSCAPING TOTALS STAIR 0 0 12(o SF (006 SF -134 SF NOTE: AREAS SHOWN IN THE PLAN AND THE SQUARE FOOTAGES IDENTIFIED ABOVE ARE APPROXIMATE AND SHOULD BE FIELD VERIFIED. AREA DOES NOT INCLUDE VERTICAL SURFACES, WHERE OCCURS. CONTRACTOR SHALL VISIT THE SITE TO VERIFY EXISTING CONDITIONS AND SQUARE FOOTAGES. LAYOUT FLAN SCALE: 3/32 1 -0 TRUE PROJECT NORTH NORTH 0' 5' 10' 20' NOTE: FIELD VERIFY EXISTING CONDITIONS KEYNOTES: Oj EXIST. PRIVATE DECK, NO WORK O EXIST. LOW ROOF WITH WASHED ROCK, NO WORK O3 EXIST. DRIVEWAY, NO WORK O EXIST. GONG. STAIRWAY, NO WORK OEXIST. ADJACENT LANDSCAPING TO REMAIN, WHERE POSSIBLE EXIST. IS" TO 24'' TALL GONG. CURB. TEMPORARILY OREMOVE AND RE -INSTALL GUARDRAIL AS REQ'D TO 6 INSTALL COPING. ALTERNATIVELY, PROVIDE CUSTOM METAL COPING AROUND THE EXISTING GUARDRAIL. O EXIST. POLYURETHANE MEMBRANE, NO WORK ALTERNATE NO. I: PROVIDE A COST TO PREPARE SURFACES AND INSTALL A NEW POLYURETHANE MEMBRANE OVER THE EXISTING O NOT REFERENCED THIS SHEET OEXIST. PLANTER. REMOVE EXIST. LANDSCAPING, SOIL, 9 WATERPROOFING AND FLASHINGS. 10 NOT REFERENCED THIS SHEET EXIST. THROUGH WALL PVC PIPE DRAIN TO REMAIN. DO I1 NOT BLOCK. SEAL AROUND PIPE AND WATERPROOF AROUND AND ONTO PIPE 2'' MIN, KEYNOTES (CONT'D): 13 5'± WIDE OPENING IN GONG. CURB TO REMAIN, REF. F*3-.,] 14 EXIST. THROUGH -SLAB EXHAUST OPENING, NO WORK REMOVE EXIST. LANDSCAPING, SOIL, WATERPROOFING 15 AND FLASHINGS ADJACENT TO WALL TO PERFORM WORK. PROVIDE TEMPORARY SHORING FOR SOIL AS REQUIRED. CALL 811 OR 1-800-424-5555 BEFORE YOU DIG. LEGEND: EXIST. CONC. WALLS TO REMAIN EXIST. CONC. WALKWAY/STAIRWAY 00 00o EXIST. WASHED ROCK REMOVE EXIST. LANDSCAPE PLANTINGS TO 0 INSTALL NEW WATERPROOF MEMBRANE. 1 REF. MATERIAL SPECIFICATIONS AND DETAIL 30 EXIST. WATERPROOF MEMBRANE AND FLASHINGS TO BE REMOVED. PREPARE EXIST. CONC. SURFACE AS RECOMMENDED BY MEMBRANE MANUFACTURER. INSTALL NEW WATERPROOFING MEMBRANE, ROOT BARRIER AND DRAINAGE MAT. REF. M,[3:�:]AND[:�:] 3.0 .0 3.0 LEGEND (CONT' D ): REMOVE EXIST. CONCRETE STAIR/LANDING AS REQUIRED TO PERFORM REPAIRS. PROVIDE TEMPORARY SHORING AS REQUIRED. PROVIDE NEW COMPACTED GRAVEL UNDERNEATH NEW 4'' CONCRETE STAIR/SLAB. PROVIDE 04 EACH WAY AT 16" O.G. DOWEL 4'' EMBED INTO EXIST. CONCRETE WITH 16" LONG *4 AT 16" O.C. WITH SIMPSON SET-XP EPDXY. EXIST. CONC. WALL REMOVE ALL LOOSE CONC, SKIM GOAT. CLEAN AND PREPARE EXIST. SURFACE AND INSTALL NEW GONG. RAEGO SKIMWALL OVER ENTIRE SURFACE TO ACHIEVE A CONSISTENT, SMOOTH SURFACE. PREPARE SURFACE AND PAINT. PROVIDE PREFINISHED METAL COPING OVER TOP OF CURB. EXTEND COPING BACK TO BUILDING AT INTERSECTING CURBS. APPROXIMATELY LINEAL FEET. REF. MATERIAL SPECIFICATIONS. REPAIR CRACKS PER 11 . REPAIR COLD JOINTS PER 12 3.0 3.0 REMOVE EXIST. LANDSCAPING AND EXCAVATE APPROX. i' DEEP BY 21V-0"± LINEAL F T TO EX93.17 COLD JOINTS IN WALL. REF. DETAILS I AND 3.1 PROVIDE TEMP. SHORING AS REQIRED ALL INFORMATION ON THIS DOCUMENT IS THE EXCLUSIVE PROPERTY OF PACIFIC ENGINEERING TECHNOLOGIES, INC. © COPYRIGHT 2021 a 0 Z N �_ W .� C 30 Y 2 oZ oN �Z Q co I O °D o04 L n co I N 04 H O 04 M M O O N C" .51 N M M_ N 00 N 0) N c 0 L +' S C O L y 0 � 3 06 00 tn a) �N 04 H N 1 tz O (N Ld W W cn Q a �q in V i1— Zao OL -3 US F z 0 23 = uLL a z z 0 0 L Z z �1�UcA� 2.o Q) co 10/15/2021 12 EXIST. CONC. WALKWAY OR PATIO BELOW, NO WORK 18287 WD Ol.dwq Job No. 16281.00 COS 2 O °o - --------- ---------- $o O � 11 4 6 ------ --FOUNDATION WALL / ELEVATION 90' / --__-__ (APPROX.-�o' A.F.F.) --- --- ------- / 10/15/2021 18287 WD 01.dw 0 NO (o1 FIN 5ULDINe 2 I I I KJ O Y1 TYP. 6 O 6 O 11 I I 11 I I 6 II O II 1 11 i i� 2 �I it II II II 3.1 ii ii 3.1 ii i 6 TYP. TYP. O 11 I 11 11 ------ O - - ------------------ - - 0 / 0k APPROXIMATE AREA OF MEMBRANE REPLACEMENT CONC. AREA WALKWAY/ LANDSCAPING TOTALS STAIR 53 SF 815 SF 926 SF NOTE: AREAS SHOWN IN THE PLAN AND THE SQUARE FOOTAGES IDENTIFIED ABOVE ARE APPROXIMATE AND SHOULD BE FIELD VERIFIED. AREA DOES NOT INCLUDE VERTICAL SURFACES, WHERE OCCURS. CONTRACTOR SHALL VISIT THE SITE TO VERIFY EXISTING CONDITIONS AND SQUARE FOOTAGES. �i O C 1� I I 11 II 11 11 15 1EX16T. ENTRY BRIDGE. STALL NEW PIPE It REF. SHEET 51.0 E UILD INCH 2 LAYOUT PLAN— rlp OMs SCALE: 3/32'' = I'-0'' 4 v TRUE PROJECT 01 51 10 20 NORTH NORTH NOTE: FIELD VERIFY EXISTING CONDITIONS KEYNOTES: OI EXIST. PRIVATE DECK, NO WORK OEXIST. LOW ROOF WITH WASHED ROCK, NO WORK O3 EXIST. DRIVEWAY, NO WORK O EXIST. CONC. STAIRWAY, NO WORK O ADJACENT LANDSCAPING TO REMAIN EXIST. 18" - 24'' TALL CONC. CURB, TEMPORARILY REMOVE AND RE -INSTALL GUARDRAIL AS REQ'D TO INSTALL COPING. O ALTERNATIVELY, PROVIDE CUSTOM METAL COPING AROUND THE EXISTING GUARDRAIL OEXIST. PEDESTAL PAVERS AND WATERPROOF MEMBRANE TO REMAIN ALTERNATE NO. 1: PROVIDE A COST TO PREPARE SURFACES AND INSTALL A NEW POLYURETHANE MEMBRANE OVER THE EXISTING O EXIST. PLANTER TO REMAIN, NO WORK OEXIST. PLANTER. REMOVE EXIST. LANDSCAPING, SOIL, WATERPROOFING AND FLASHINGS. 10 NOT REFERENCED THIS SHEET I; I`'I I I N R— W V, z 0 O12 °u- op- ate-' 1 oZ oN -cZ o� Q REF. SHEET 2.0 F h w LLI� cn � ti = o _ Lu r � Q � II II II \ REF. SHEET �.0 KEYNOTES (CONT'D): EXIST. THROUGH WALL PVC PIPE DRAIN TO 11 REMAIN. EXTEND NEW MEMBRANE INTO DRAIN PIPE AS FAR AS POSSIBLE. DO NOT BLOCK. 12 EXIST. CONC. WALKWAY BELOW, NO WORK 13 NOT REFERENCED THIS SHEET 14 NOT REFERENCED THIS SHEET REMOVE EXIST. LANDSCAPING, SOIL, 15 WATERPROOFING AND FLASHINGS ADJACENT TO WALL TO PERFORM WORK. PROVIDE TEMPORARY SHORING FOR SOIL AS REQUIRED. CALL 811 OR 1-800-424-5555 BEFORE YOU DIG. LEGEND: EXIST. CONC. WALLS TO REMAIN EXIST. CONC. WALKWAY/STAIRWAY 000°000 EXIST. WASHED ROCK 0 REMOVE EXIST. LANDSCAPE PLANTINGS TO la30 INSTALL NEW WATERPROOF MEMBRANE. REF. MATERIAL SPECIFICATIONS AND DETAIL EXIST. WATERPROOF MEMBRANE AND FLASHING TO BE REMOVED. PREPARE EXIST. CONC. SURFACE AS RECOMMENDED BY MEMBRANE MANUFACTURER INSTALL NEW WATERPROOFING MEMBRANE, ROOT BARRIER AND DRAINAGE MAT. REF. , [3��AND [3T .0 .0 3.0 LEGEND (CON D �% REMOVE EXIST. CONCRETE STAIR/LANDING AS REQUIRED TO PERFORM REPAIRS. PROVIDE TEMPORARY SHORING AS REQUIRED. PROVIDE NEW COMPACTED GRAVEL UNDERNEATH NEW 4'' CONCRETE STAIR/SLAB. PROVIDE 04 EACH WAY AT Uo" O.C. DOWEL 4'' EMBED INTO EXIST. CONCRETE WITH Uo" LONG 04 AT Uo" O.C. WITH SIMPSON SET-XP EPDXY. EXIST. CONC. WALL REMOVE ALL LOOSE CONC. SKIM COAT. CLEAN AND PREPARE EXIST. SURFACE AND INSTALL NEW CONC. RAECO SKIMWALL OVER ENTIRE SURFACE TO ACHIEVE A CONSISTENT, SMOOTH SURFACE. PREPARE SURFACE AND PAINT. PROVIDE PREFINISHED METAL COPING OVER TOP OF CURB. EXTEND COPING BACK TO BUILDING AT INTERSECTING CURBS. APPROXIMATELY (o3'-2''± LINEAL FEET. REF. MATERIAL SPECIFICATIONS. REPAIR CRACKS PER 11 REPAIR COLD JOINTS PER 12 3.0 3.0 REMOVE EXIST. LANDSCAPING AND EXCAVATE APPROX. I'DEEP BY 214'-0"± LINEAL FEET TO EXPOSE COLD JOINTS IN WALL. REF. DETAILS [j:]AND B 3.1 3.1 PROVIDE TEMP. SHORING AS REQUIRED Lu 0 s= Q) s= u Cl 0 M n (00 p 0 OL ua LL z z 00 Lu Z z 0- OL to ALL INFORMATION ON THIS DOCUMENT 2.1 IS THE EXCLUSIVE PROPERTY OF Q) PACIFIC ENGINEERING TECHNOLOGIES, INC. © COPYRIGHT 2021 Job No. 16281.00 EXIST. GUARDRAIL TO REMAIN EXIST. GUTTER TO REMAIN DECK /f EXIST. DOOR TO REMAIN PRIME AND PAINT PARTIAL ELEVATION ❑� SCALE: 3/8" = I'-m" EXIST. SEALANT JOINT. REVIEW CONDITION AND REMOVE AND REPLACE IF FOUND TO HAVE POOR ADHESION TOP OF DECK CURB APPROX. BOTTOM OF DECK EXIST. LOUVER TO REMAIN PRIME AND PAINT GOLD JOINT, REF. 12 3.0 3 .01 rYP. APPROX. LOCATION AND LENGTH OF CRACK TO BE REPAIRED, TYP. REF. [] II 3.0 EXIST. HANDRAIL TO REMAIN PRIME AND PAINT Iq � NJ w — TRUE PROJECT O EXIST. GONG. CURB NORTH NORTH ONOT REFERENCED THIS SHEET O NOT REFERENCED THIS SHEET O NOT REFERENCED THIS SHEET 10 NOT REFERENCED THIS SHEET II EXIST. GONG. RETAINING WALL 12 EXIST. GONG. WALKWAY OR PATIO BELOW, NO WORK 13 NOT REFERENCED THIS SHEET 14 NOT REFERENCED THIS SHEET 15 NOT REFERENCED THIS SHEET NOTE: AREAS SHOWN IN THE PLAN AND THE SQUARE FOOTAGES IDENTIFIED ABOVE ARE APPROXIMATE AND SHOULD BE FIELD VERIFIED. AREA DOES NOT INCLUDE VERTICAL SURFACES, WHERE OCCURS. CONTRACTOR SHALL VISIT THE SITE TO VERIFY EXISTING CONDITIONS AND SQUARE FOOTAGES. a 0 Z N �_ w .� C 30 Y 2 oZ oN �Z Q co I O °D o04 L n co I N 04 H H N 1 tz O (N Ld W W cn Q a �q in LEGEND: EXIST. CONC. WALLS TO REMAIN EXIST. CONC. WALKWAY/STAIRWAY Z PHASE I: EXIST. GONG. WALL REMOVE ALL LOOSE GONG. SKIM COAT. CLEAN AND PREPARE EXIST. SURFACE AND INSTALL NEW CONC. RAECO SKIMWALL OVER ENTIRE SURFACE TO ACHIEVE A CONSISTENT, :3 Z SMOOTH SURFACE. PREPARE SURFACE AND PAINT, O O APPROXIMATELY 29ro SQUARE FEET. REF. MATERIAL SPECIFICATIONS. REPAIR CRACKS '1 PER . REPAIR GOLD JOINTS PER 2 CV 3.0 Z Lu W��a u z0 ALL INFORMATION ON THIS DOCUMENT IS THE EXCLUSIVE PROPERTY OF PACIFIC ENGINEERING TECHNOLOGIES, INC. © COPYRIGHT 2021 Z Lu 0 �7� U z Q) LU Cn a q 2.2 O 04 M M O O N C" .51 N M M_ N 00 N 0) N c 0 L +' S C O L y 0 � 3 06 00 tn a) �N 04 O w 10/15/2021 18287 WD 01.dw Job No. 16281.00 31 FINS O 0 43' - 8"± O 21'-511± 22'-311± . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................ 1 T1. .` 3.2 .................................... .. .. .. . . .. .. . .. .. . . .. . . . .. . . . . . . . . . . .. . . . .. . . .. . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . .. . . . . . . . . . . . . . . . . . ._ .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . .. .. . . . .. . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 TYP. 3"0 3.0 12 16 2 . 36'-811± 15 11 APPROX. LOCATION OF EXIST. FOUNDATION WALL BELOW 5UIL.DINGS & AND -1 PARTIAL. LAYOUT FLAN SCALE: 3/32'' = 1'-0'' NOTE: FIELD VERIFY EXISTING CONDITIONS 41 FINE l'o f4A IN, TRUE PROJECT NORTH• - APPROXIMATE AREA OF MEMBRANE REPLACEMENT AREA CONC. SIDEWALK LANDSCAPING TOTALS 209 SF 2581 SF 2190 SF NOTE: AREAS SHOWN IN THE PLAN AND THE SQUARE FOOTAGES IDENTIFIED ABOVE ARE APPROXIMATE AND SHOULD BE FIELD VERIFIED. AREA DOES NOT INCLUDE VERTICAL SURFACES, WHERE OCCURS. CONTRACTOR SHALL VISIT THE SITE TO VERIFY EXISTING CONDITIONS AND SQUARE FOOTAGE$, KEYNOTES: LEGEND: OEXIST. PRIVATE DECK, NO WORK EXIST. CONC. WALLS TO REMAIN O NOT REFERENCED THIS SHEET F_ EXIST. CONC. WALKWAY/STAIRWAY �3 NOT REFERENCED THIS SHEET 0 REMOVE EXIST. LANDSCAPE PLANTINGS TO j O NOT REFERENCED THIS SHEET INSTALL NEW WATERPROOF MEMBRANE. 3.0 REF. MATERIAL SPECIFICATIONS AND DETAIL OEXIST. ADJACENT LANDSCAPING TO REMAIN, WHERE POSSIBLE EXIST. WATERPROOF MEMBRANE AND FLASHING EXIST. IS" - 24'' TALL CONC. CURB. TO BE REMOVED. PREPARE EXIST. CONC. SURFACE AS RECOMMENDED BY MEMBRANE OGUARDRAIL TEMPORARILY REMOVE AND RE -INSTALL AS REQ'D TO INSTALL COPING. MANUFACTURER. INSTALL NEW WATERPROOFING MEMBRANE, AND ALTERNATIVELY, PROVIDE CUSTOM METAL COPING AROUND THE EXISTING GUARDRAIL ROOT BARRIER DRAINAGE FIAT. REF. P�� Pj�]AND 3.0 F3.0 OEXIST. PEDESTAL PAVERS AND WATERPROOF .0 MEMBRANE TO REMAIN O EXIST. PLANTER TO REMAIN, NO WORK REMOVE AND REPLACE EXIST. CONCRETE SIDEWALK. PLACE NEW CONCRETE OVER CRUSHED ROCK. PROVIDE BROOM FINISH TO OEXIST. PLANTER. REMOVE EXIST. LANDSCAPING, SOIL, WATERPROOFING AND FLASHINGS. MATCH EXIST. WITH CONTROL JOINTS EQUALLY SPACED (APPROX. 5'-0'') REF. I 10 NOT REFERENCED THIS SHEET 3.0 11 EXIST. CONCRETE RETAINING WALL EXIST. CONC. WALL REMOVE ALL LOOSE CONC. SKIM COAT, PAINT AND POLYURETHANE 12 EXIST. CONG. WALKWAY OR PATIO BELOW, NO WORK — — — MEMBRANE. CLEAN AND PREPARE EXIST. SURFACE AND INSTALL NEW GONG. RAECO SKIMWALL OVER 13 NOT REFERENCED THIS SHEET ENTIRE SURFACE TO ACHIEVE A CONSISTENT, SMOOTH SURFACE. PREPARE SURFACE AND PAINT.EXIST. THROUGH SLAB VENT OPENING, REF. P3.E2] APPROXIMATELY 543 SQUARE FEET. REF. MATERIAL SPECIFICATIONS. REPAIR CRACKS REMOVE EXIST. LANDSCAPING, SOIL, PER . REPAIR COLD JOINTS ER 2 WATERPROOFINGAND FLASHINGS ADJACENT 33.0 15 TO WALL TO PERFORM WORK. PROVIDE TEMPORARY SHORING FOR SOIL A$ REQUIRED. CALL 611 OR 1-600-424-5555 BEFORE YOU REMOVE EXIST. LANDSCAPING AND EXCAVATE APPROX. DIG. 4' DEEP BY ii'-9"± LINEAL FEET TO EXPOSE GOLD JOINTS IN WALL. REF. DETAILS AND LIGHT POST. TEMPORARILY REMOVE 3.1 3.1 [�] OEXIST. 16 AND REINSTALL AFTER WORK IS COMPLETE PROVIDE TEMP. SHORING AS REQUIRED ALL INFORMATION ON THIS DOCUMENT IS THE EXCLUSIVE PROPERTY OF PACIFIC ENGINEERING TECHNOLOGIES, INC. © COPYRIGHT 2021 a 0 Z N �_ W .� C 30 Y 2 oZ oN �Z Q C) co I o co o "' V n co I N H LLj LLJ O 7 a r i__L z Z Z 0- 0- aao s= u z O� =3 uLL a ^�^U� �o oo � a �1LUcAq 2.3 N m M 00 N O" .51 N M M_ N 00 150) L +' I� C O L y 0 � 3 0 z� 00 t2N N 10/15/2021 18287 WD 01.dw co Job No. 16281.00 REMOVE LANDSCAPE PLANTINGS AND DISCARD, INSTALLATION AND DESIGN OF NEW SOIL AND PLANTINGS BY OTHERS. CAP AND REMOVE EXIST. IRRIGATION SYSTEM, PLANTER LIGHTING AND ELECTRICAL EQUIPMENT. LABEL CONNECTIONS (NOT SHOWN). INSTALLATION REMOVE AND REPLACE AND DESIGN OF NEW SYSTEMS BY OTHERS CONCRETE SLAB AS REMOVE PLANTER SOIL AT RAISED PLANTERS REQUIRED. TOP AND LANDSCAPED AREAS. INSTALLATION AND SLAB TO BE AT SAME AME DESIGN OF SOIL BY OTHERS. NEW WATERPROOF HEIGHT AS EXIST, MEMBRANE. REMOVE EXIST. PAVERS NEW WATERPROOF REMOVE WASHED DRAINAGE ROCK AT RAISED MEMBRANE AND PREP. MEMBRANE. REMO PLANTERS AND LANDSCAPED AREAS. INSTALL NEW CONCRETE AS REQUIRED TEMPORARILY REMOVE MEMBRANE AND F WASHED DRAINAGE ROCK AFTER WORK IS COMPLETE. AND REINSTALL CONCRETE AS RE( NEW PROTECTION PAVERS AS REQUIRED INSTALL NEW GEOTEXTILE FABRIC SHEET EXIST. CONCRETE SLAB // NEW DRAINAGE MAT \\ \\ \\ \\ \ \\ \\ \\ \\ \\ \\ \\ 4 0 ° COMPACTED il EXIST. PROTECTION CRUSHED ROCK E 6 LAP BOARD TO REMAIN O O O O O O O O O O O CIA � o 12'' LAP a a a ° a r� - EXIST. PROTECTION l\7A/'l7u/ a a ° a ° a ° a ° EXIST. WATERPROOF BOARD TO REMAIN - - - ° ° a a ° ° a a a MEMBRANE. CLEAN AND ° ° a °a a ° ° a °a TEST ADHESION. IF 6" LAP I 12" LAP ADHESION IS r� �r� �1 a ° ° a ACCEPTABLE, PRIME EXIST. WATERPROOF a AND INSTALL NEW MEMBRANE. CLEAN AND a a ° DRAINAGE MAT WITH FILTER FABRIC. MEMBRANE OVER TOP TEST ADHESION. IF REF. MATERIAL SPECIFICATIONS. COMPACTED GARAGE ADHESION IS ° ° EXIST. P.T. GONG. PROTECTION SHEET / ROOT BARRIER CRUSHED ROCK BASE ACCEPTABLE, PRIME a ° REPAIR CRACKS IN AND INSTALL NEW ACCORDANCE WITH REMOVE EXIST. WATERPROOF MEMBRANE AND INSTALL EXISTP.T.ONMEMBRANE OVER TOP DETAIL ❑ SIM. NEW WATERPROOF MEMBRANE SYSTEM. REF. MATERIAL . P.. CRETE EXIST. P.T. CONCRETE 9 SPECIFICATIONS. SLAB. REPAIR CRACKS SLAB. REPAIR CRACKS IN ACCORDANCE WITH [—C3] IN ACCORDANCE WITH NOTE: L§]� SIM SECTION HAS TYPICAL PLANTER ,ASSEM5LY ❑1 GEOFOAM IN LIEU OF SOIL PEDESTAL A R TO CONC. sL�5 0 XIST. TO NEUJ CONC. sLrA5 SCALE: 1 1/2'' = 1'-0'' AND DRAINAGE ROCK SG '' = 1'-0 ' P 5 ALE: 1 1/2'' = 1'-0'' Q Q DRAINAGE MAT Z a ROOT BARRIER / REMOVE AND REPLACE �/ ° a a KERF CUT CONC. FOR CONCRETE SIDEWALK / �_\�c `; ° FLASHING INSTALLATION TO MATCH EXIST. \ y J STAINLESS STEEL ° TERMINATION BAR A �\Zc r ° a REMOVE AND REPLACE (2) NEW LIFTS OF / ��'�y\ ��' WATERPROOF MEMBRANE CONCRETE SIDEWALK �\`c v TO MATCH EXIST. \ \\ 5' 0�� \ � ,_y J, a DRAINAGE ° " �� �� ° a SLOPE I/� =\Zc �' PER 1'-0'' MAX j GRAVEL \ \ o 0 J EXIST. RIVER ROCK TO o 0 0 o 0 0 0 00 0 0 \ �¢y� �¢ a a = I \\�\I BE REMOVED o=may EXIST. SOIL TO ° °\j=� BE REMOVED ° a a a j �y a a \\ �l �l0`c1�l NEW DRAINAGE MAT LAP W/ y 01 Cv EXIST. (o'' MIN. WRAP FABRIC a ° EXIST. CONCRETE SLAB. \ ¢¢ ° a a a OVER EXPOSED ENDS REPAIR CRACKS IN �\ ' y\ y\ �` a Zc �� zi ° ACCORDANCE WITH l` � �y � ° EMBED TRA SHEETING \? ¢ a a EXIST. CONC. WALL CENTERED OVER JOINTS IN a / \ a 60 MIL. WET TREMCO 250GC GARAGE j\� ° a EXIST. DRAINAGE MAT CUT OFF AND REMOVE DRAIN REMOVE EXIST. MAT IN AREA OF WORK DAMPPROOFING, CLEAN JOINT AND INSTALL EXIST. DAMPPROOFING KRYSTOL REPAIR GROUT TREMCO DYMONIC 100 SEALANT PLANTER TO WALL TRANSITION T` f =. FDN. WALL AT PLANTER SCALE: 3'' = 1'-0'' SCALE: 1 1/2'' = 1'-0'' NOTE: Bl NOTE; I REF. DETAIL 3.1 FOR REF. DETAIL 3.1 I FOR ADDITIONAL INFORMATION ADDITIONAL INFORMATION REGARDING RETAINING REGARDING RETAINING WALL WATERPROOFING WALL WATERPROOFING (2) LIFTS OF TREMCO 250GC OVER ENTIRE WALL 60 MIL. (WET) TREMCO 250 GC EMBED TRA SHEETING INTO WET WATERPROOFING 10/15/2021 18287 WD 01.dw REMOVE EXIST. SEALANT JOINT AND BACKER ROD. PREP AND PRIME SURFACE AND INSTALL NEW CONT. TREMCO DYMONIC EXIST. GONG. WALL. 100 SEALANT JOINT AND REMOVE EXIST. BACKER ROD MEMBRANE AND PREPARE WALL. INSTALL PRIMER PRIOR TO NEW STAIR a MEMBRANE INSTALLATION EXIST. CONCRETE 12 STA I R a a r AIRZA E Zj a EXIST. CRACK, ROUT OUT ° AND FILL WITH TREMCO a DYMONIC 100 SEALANT I I I I I I I I I a SECTION ❑9 SCALE: 3'' = 1'-0'' NOTE: SLAB CRACK REPAIR IS SIMILAR TYF. -TA I R TO WALL 10 SCALE: 1 1/2'' = 1'-0'' PLANTER PREFINISHED METAL COPING, REF. SECTION [31.q2 PREFINISHED METAL COUNTERFLASHING WITH HEMMED EDGE REF. 74 STAINLESS STEEL ° TERMINATION BAR a � I a PRIVATE PATIO EXIST. CONC. CURB PREFINISHED METAL COPING, REF. SECTION 3 3.2 PREFINISHED METAL COUNTERFLASHING WITH HEMMED EDGE. PROVIDE MIN. 2'' COVERAGE AND EXTEND BELOW GRADE MIN 2'' NEW CONCRETE STAINLESS STEEL ° SLAB TERMINATION BAR a NEW DRAINAGE I a a N MAT - N ;ems\ems^'ems e ^ems^,ems\'ems\ems\ems^ l a a ° a a NEW PROTECTION a SHEET pxm'))%' CONT. TREMCO DYMONIC /\\ 100 SEALANT JOINT EXIST. WATERPROOF MEMBRANE a a a a 4 a PLANTER / DECK CONC. CURS It. SCALE: 1 1/2'' = 1'-0'' CUT OUT EXIST. CONC. CENTERED ON CRACK AND PATCH WITH KRYTON KRYSTOL REPAIR GROUT. GRIND SMOOTH REMOVE LOOSE SKIM COATING AND PREPARE SURFACE TO INSTALL RAECO SKIM COAT OVER WALL SURFACE. FINISHED SURFACE SHALL BE 1 1/2„ SMOOTH AND UNIFORM. PREP WALL AND INSTALL PAINT, EXTEND UP TO TOP OF CONC. CURB, REF. MATERIAL SPEC'S EXTERIOR a a 4 ° ° ° a ° EXIST. CONC. WALL 41 a a ° a a 4 ° a a 4 4 Q ° INTERIOR FLAN VIEWEXIST. CRACK sr= CT I ON > > SCALE: 1 1/2'' = 1'-0'' I; I`'I I I N CONT. TREMCO DYMONIC �_ Z 100 SEALANT JOINT fY 0 Y ul > -4 2 o z o N z o m Q PREP AND PAINT WALL, REF. PLANS FOR LOCATIONS AND SECTION 12 0 0 M n I co CDZF' I _ oco N �o I � TYf=. CONC. CURS / WALL N SCALE: 1 1/2'' = 1'-0'' o� N N t� o 7� Ld cn sr=CTION SCALE: 1 1/2'' = 1'-0'' v- a a a a ° O N m M O O I N M M .;Co L � O L co s 0 0 z� t2(D " N 4 � a ° REMOVE EXIST. FILLER, IF PRESENT. CLEAN AND PREP COLD JOINT EXIST. JOINT, FILL JOINT WITH a ° W KRYTON KRYSTOL REPAIR GROUT a ° a a (� � ' EXIST. GONG. WALL a REMOVE LOOSE SKIM COATING ° a Z_ O AND PREPARE SURFACE TO INSTALL RAECO SKIM COAT Q LL a ° ° Q OVER WALL SURFACE. FINISHED aLU O SURFACE SHALL BE SMOOTH AND UNIFORM. PREP WALL AND ° ° INSTALL PAINT, EXTEND UP TO TOP OF GONG. CURB, REF. a NOTE: a a a REPAIR CRACKS IN ACCORDANCE WITH Z — °' O O Q Z 0- MATERIAL SPEC'S o Z �1�UcA� TYR EXPOSED COLD JOINT 12 SCALE: 3'' = 1'-0'' 3.0 ALL INFORMATION ON THIS DOCUMENT IS THE EXCLUSIVE PROPERTY OF Q) PACIFIC ENGINEERING TECHNOLOGIES, INC. © COPYRIGHT 2021 cf) Job No. 16281.00 STAINLESS STEEL TERMINATION FLASHING, SET INTO KERF CUT a a REMOVE EXIST. ° DAMPPROOFING FROM WALL \\ \\ AND PREP. WALL AS REQUIRED FOR MEMBRANE STAINLESS STEEL TERMINATION FLASHING, SET IN KERF CUT a REMOVE EXIST. ° DAMPPROOFING FROM WALL AND PREP. WALL AS / INSTALLATION \\\ \\ -EXIST. GONG. WALL LRLATIONR MEMBRANE �NS A \ \\ \\ i 4 STAINLESS STEEL TERMINATION BAR I �� j\ / zc Zc NEW DRAINAGE MAT LAP W/ EXIST. 6" MIN. WRAP FABRIC WASHED DRAINAGE j y j OVER EXPOSED ENDS / y j =��y C ROCK, WRAP IN�a0`c1 ° GEOTEXTILE FABRIC / �� / y\ DECK rye \Z'j a Zc Z'' a EXIST. THROUGH WALL NEW DRAINAGE MAT SCUPPER NEW DRAINAGE MAT y\ I,, ry\ LAP W/ EXIST. 6" MIN. / =�Zc ° LAP W/ EXIST. 6" MIN. Zc ZZ WRAP FABRIC OVER \ L� J REMOVE EXIST., CLEAN \ J l` WRAP FABRIC OVER ¢� �1 ¢' JOINT AND INSTALL KRYTON \ c' �0 C1 EXPOSED ENDS \ KRYSTOL REPAIR GROUT EXPOSED ENDS \ y \y\ �\\_\ Z c I — ¢0 c1 r- EXIST. WATERPROOFING \/ c1 r-0\z EMBED TRA SHEETING �� MEMBRANE EMBED TRA SHEETING / y\ Z� may\ I` CENTERED OVER \ c CENTERED OVER -\� JOINTS IN 60 MIL. WET JOINTS IN 60 MIL. WET TREMCO 250GC REMOVE EXIST. WATERPROOFING, CLEAN JOINT AND INSTALL KRYTON KRYSTOL REPAIR GROUT KERF CUT CONC. FOR FLASHING INSTALLATION STAINLESS STEEL TERMINATION BAR (2) PIECE PREFINISHED METAL FLASHING LANDSCAPING, TYP. I PLANTER 3.0 IF I 1 EXIST. TO REMAIN 0-A AT SIM. SECTION �h4 �4 \/ y\ o a o y\ o yV — a REVIEW EXIST. 4'' / `c ° ° a \ -etc -�j C ° a DRAIN LINE, REPAIR, / c1 ¢' a ° WASHED DRAINAGE / �¢� a ° RECONNECT OR l y\ ROCK, WRAP IN REMOVE AND \/ ', GEOTEXTILE FABRIC REPLACE SECTION IF L� r a ° a ° j za ° ° a - ¢0 c1 ° DAMAGED. PROVIDE / 11 ¢I a a ° a ° y\ Z� y� ° a ° SUPPORT BEHIND Z c A Z c--D Z c PIPING. WATER JET AND TEST LINE \ W ° COLD JOINT \\ / t`�1 �1 ° COLD JOINT BEFORE BACKFILLING y\ - ✓ C a - Z'c -- Z'j a TO CLEAR ANY NEW WATERPROOFING, v J, , v NEW WATERPROOFING BLOCKAGES PRIOR EXTEND ONTO PIPE 2'' MIN. \�o�y TO BACKFILLING °0 -\ rtAIR�.� EXCAVATE SOIL AT Id w GARAGE - EXCAVATE SOIL AT I:I EXIST CONC. PREP FOR SLOPE AS REQUIRED tic EXIST CONG. PREP FOR SLOPE AS REQUIRED TO INSTALL NEW TO INSTALL NEW a INSTALLATION OF MEMBRANE WATERPROOF a INSTALLATION OF MEMBRANE WATERPROOF ° MEMBRANE. PROVIDE ° MEMBRANE. PROVIDE a EXIST. DRAINAGE MAT CUT TEMPORARY SHORING a EXIST. DRAINAGE MAT CUT OFF AND REMOVE DRAIN AS REQ'D OFF AND REMOVED DRAIN TEMPORARY SNORING MAT IN AREA OF WORK MAT IN AREA OF WORK AS REQ'D EXIST. DAMPROOFING EXIST. DAMPROOFING NOTE: NOTE- TY =. FDN, WALL AT DECK FOR TYP. CRACK REPAIR, TYf=. FDN- WALL AT FL ANTE FOR TYP. CRACK REPAIR, I ��// �/ REF. DETAIL I ��// I REF. DETAIL P SCALE: 1 1/2'' = 1'-0'' FAW SCALE: 1 1/2'' = 1'-0'' 30 FLANGE Tc UP AND U� COPING Fl UNDERBRI TIGHT FIT, WALL, TYF PROVIDE HEMMED E EXPOSED SIDE END DAM HEMMED L EDGE : NO SCALE 10/15/2021 18287 WD 01.dw REMOVE EXIST. LANDSCAPING, NEW STAINLESS STEEL SOIL AND ROCK AS REQ'D TO SCUPPER. WET SET IN TIE INTO EXIST. MEMBRANE WATERPROOF MEMBRANE. REF. EXIST. DRAINAGE MAT REMOVE EXIST. EXIST. ROOT BARRIER FILLER, IF PRESENT. CLEAN AND PREP EXIST. TREMCO EXIST. JOINT, FILL L L ��- �� C-J\ L TREMPROOF 250GC JOINT WITH KRYTON / i / WATERPROOFING KRYSTOL REPAIR , - - MEMBRANE. CLEAN AND GROUT APPLY PRIMER PRIOR TO ° INSTALLATION OF EXIST. RIVER / a a MEMBRANE - ROCK TO BE REMOVED a a INSTALL NEW MEMBRANE ° ° a OVER THROUGH WALL < SCUPPER, LAP WITH EXIST. EXIST. SOIL TO � ° MEMBRANE 12" BE REMOVED a - ( EXIST. TREMCO a TREMPROOF 250GC WATERPROOFING MEMBRANE REMOVE LOOSE SKIM a COATING, - - DAMPPROOFING AND ° �� EXIST. CONC. SLAB PREPARE CONCRETE SURFACE TO INSTALL a EXIST. CONC. WALL RAECO SKIM COAT a OVER WALL SURFACE. a a a FINISHED SURFACE GARAGE SHALL BE SMOOTH AND UNIFORM. PREP WALL AND INSTALL PAINT, EXTEND UP TO TOP OF CONC. CURB, REF. MATERIAL SPEC'S ANTE R TO WALL TRANSITION SCALE: 3'' = 1'-0'' SECT ION 1�1 SCALE: 1 1/2'' = 1'-0'' PREFINISHED METAL COPING, REF. SECTION 3 3.2 PREFINISHED METAL EXIST. GONG. WALL COUNTERFLASHING WITH HEMMED EDGE EXIST. TERMINATION BAR REMOVE EXIST. LANDSCAPING EXIST. DRAINAGE AND SOIL TO PERFORM WORK MAT MIN, 4'-0'' WIDE 4 EXIST. ROOT BARRIER \/�IV�XM%111 INS \ \ � REMOVE LOOSE SKIM // COATING, DAMPPROOFING \ AND PREPARE LINE OF SLOPED SOIL/ CONCRETE SURFACE TO LANDSCAPING . , INSTALL RAECO SKIM ✓ 'y\ L ✓� y\ �o ✓, y\ �o_ y\ Lo ", \ / COAT OVER WALL ��,��� PREP AND PAINT SURFACE. FINISHED EXPOSED CONC. SURFACE SHALL BE WALL. REF. 12 SMOOTH AND UNIFORM. 3.0 PREP WALL AND INSTALL PAINT, EXTEND TO \ TOP OF CONC. CUU RB5,, REF. MATERIAL SPEC S SE CT I ON SCALE: 1 1/2'' = I'-0'' I; O� u- y oz �� 3 !1 o ll- o� I� U C) N 0 ui °m o O a Q 0 0 r7 N co o- ozi; o °O O N rzET r �o N 0^ 0 0 N rn rr] O 0 UJ O� -700 �C, L� � L os V) o �; Z_ 0 0 �n �cn N o� N L 1 cn w c=n d � � 3 T� w Ln PREFINISHED METAL TRANSITION FLASHING WITH HEMMED EDGE, LAP MIN. 4'' ONTO GONG. WALL AND MIN. 4'' OVER WATERPROOFING. cn SET FLASHING IN SEALANT °' Lu AND PIN TO WALL. LAP o UNDER COPING FLASHING u 1—1 STAINLESS STEEL TERMINATION BAR DRAINAGE MAT O 2-PLY WATERPROOFING MEMBRANE U1 a � ' F a a ° 4 �A 4 A i i 11 �Y � a In ° a ° a CsARACsE ° REMOVE EXIST. / WATERPROOFING, CLEAR zi JOINT AN INSTALL K YTON 0 23 = ua LL Z Z' Q z \\/\ KRYSTOL REPAIR GROUT EXIST. GONG. WALL n r ` T` f=. CONC. CURS WALL Lt, PLANTER TO FAINTED WALL SCALE: 1 1/2'' = 1'-0'' SCALE: 3'' = 1'-0'' PLAN VIEW ALL INFORMATION ON THIS DOCUMENT 3.1 IS THE EXCLUSIVE PROPERTY OF Q) PACIFIC ENGINEERING TECHNOLOGIES, INC. © COPYRIGHT 2021 Job No. 18281.00 EXIST. SIDING TO REMAIN EXIST WRB EXIST. METAL FLASHING TO REMAIN NEW STAINLESS STEEL COUNTER FLASHING ATTACH TO EXIST. FLASHING WITH STAINLESS SCREWS I 3.0 N INSTALL FOLDED BUTYL TAPE AT MEMBRANE a TERMINATION. INSTALL STAINLESS STEEL N � —d TERMINATION BAR OVER BUTYL TAPE Id M Mcr I ° a E'::lt Q4 a a ° a 4 Q 4 4 4 zi ° a ° DYMONIC 100 SEALANT 4 a a WATERPROOF MEMBRANE EXTEND UP WALL PROVIDE < PREFINISHE CORNER P SEAL ALL REF. 7 At OPEN 10/15/2021 18287 WD 01.dw KERF CUT CONC. FOR FLASHING INSTALLATION STAINLESS STEEL TERMINATION BAR (2) PIECE STAINLESS STEEL FLASHING EXHAUST OPENING DYMONIC 100 SEALANT WATERPROOF MEMBRANE EXTEND UP WALL GARAGE �. OPENING �❑�LDG. WA L PLANTER EXHAUST TO PLANTER 1 1/2" = I'-0" SCALE: 1 1/2'' = 1'-0'' 12' 12' MIN• MIN FIELD DETERMINE TY1=. CO CORNER❑� � COPING OUTSIDE D� SCALE: NTS NOTE: 'T' INTERSECTION SIMILAR FIELD DETERMINE OPEN HEM DRIP EDGE AS REQ'D TO ENGAGE ATTACHMENT CLEAT, TYP. PREFINISHED SHEET METAL COPING. APPROVED COLOR TO MATCH EXIST. COLOR SCHEME (MIN. 2'' LAP OVER Z_ WATERPROOFING) Y- 0) TYPICAL COPING ❑3 SCALE: 1 1/2'' = 1'-0'' NOTES: 1. FOR ADDITIONAL INFORMATION, REF. F4]AND F 2. PROVIDE CONT. CLEATS FOR ATTACHMENT. DO NOT FASTEN THROUGH TOP STE STEP 2 I I r. APPLY (2) 3/8"0 BEADS OF SILICONE SEALANT EACH SIDE OF SPLICE PLATE COPING SPLICE PLATE WITH ATTACHMENT CLEAT INSTALL COPING SPLICE PLATE. ATTACH WITH FASTENERS ON BOTH SIDES ON VERTICAL SURFACES INSTALL PREFINISHED COPING BEFORE SPLICE PLATE SEALANT SKINS OVER, LAP 4" OVER ADJACENT COPING SET IN SILICONE SEALANT NOTCH METAL FLASHING EDGE APPLY (2) 3/8"0 BEADS OF SEALANT FOLD HEMMED DRIP EDGE OVER NOTCHED SIDE OF FLASHING COPING SPLICE PLATE T` f=. COPING SLICE INSTALLATION 141, SCALE: NTS 0 I; I`'I I I N e w Z .� u- C 30 Y D d oZ oN 0Z o� Q 0 0 M co p O CV M M O O N C" •5 1 N M M_ N 0) N O N c 0 L +' S C O L y O � 3 0 Z 00 t2N CV o� N �Lu L we o Of a �q in d z W O '^ O u �a z z oO�Lu Z z �1LUcA- ALL INFORMATION ON THIS DOCUMENT 3.2 IS THE EXCLUSIVE PROPERTY OF Q) PACIFIC ENGINEERING TECHNOLOGIES, INC. © COPYRIGHT 2021 cf) Job No. 16281.00 OJECT NARRATIVE EXIST. CONC. PEDI BRIDGE TO BUILD EXIST. CONC. FOOL (4) 3'' PIPE PILES SLOPED LANDSCAPE AREA, TYP. EXIST. CONC. WALL UNDER PERIMETEF OF ABUTMENT EXIST. SIDEWALK,, 10/15/2021 18287 2021-10-15 S1.0.d m ;IST. CONC. RETAINING ALL BELOW 11 EXIST. GUAi UNDERPINNING BRACKET, BY OTHERS. PROVIDE SUBMITTAL OF BRACKET FOR REVIEW AND APPROVAL. ATTACH WITH (4) 3/4'4, GALV., THREADED RODS SET IN PREDRILLED HOLE FILLED WITH ADHESIVE, MIN. EMBED 5 1/2'' DRILL CORE HOLE THROUGH FOOTING FOR PILE. SOLID GROUT VOIDS BETWEEN PILE AND HOLE AFTER INSTALLATION (OR AN ALTERNATE, THE FOOTING MAY BE CUT OUT AT PILE LOCATIONS, (o" LENGTH. FILL CUT OUT W/ CONC, TO MATCH EXIST. SHAPE) PIPE PILE DRIVEN THROUGH CORE HOLE IN EXIST, CONC. FOOTING PER PLAN AND STRUCTURAL NOTES FILL VOIDS BELOW FOOTING I WEIGHT FILL MATERIAL (E.G. C FOAM). DO NOT FILL WITH CC MATERIAL THAT WILL BOND 1 UNDERSIDE OF THE FOOTING E: 3/4'' = 1'-0'' THE PURPOSE OF THIS DRAWING IS TO SHOW THE DETAILS NECESSARY TO INSTALL PIPE PILES FOR ADEQUATE SUPPORT OF THE UPSLOPE ENDS OF THE PEDESTRIAN BRIDGE ABUTMENTS AT THE ENTRANCES TO BUILDINGS 61 AND -11 AT THE POINT EDWARDS CONDOMINIUMS LOCATED IN EDMONDS, WASHINGTON. STRIICTUFR L NOTES: CODE: THE INTERNATIONAL BUILDING CODE (IBC) 2018 EDITION WITH THE STATE OF WASHINGTON AMENDMENTS. LIVE LOADS: I PEDESTRIAN BRIDGE 100 PSF w N o :� w > OL O w ff 3'' PIPE PILING: Z BEFORE WORK BEGINS, LOCATE ALL UNDERGROUND UTILITIES BY CONTACTING ''CALL BEFORE YOU DIG'' AT 1-800-424-5555 OR 611. HOWEVER, THIS SERVICE DOES NOT HAVE A COMPLETE DATABASE OF ALL OBSTRUCTIONS, THEREFORE OTHER LOCATING SERVICES MAY ALSO BE NECESSARY. N PILING SHALL BE 3'' DIAMETER EXTRA STRONG, ASTM A53 (STANDARD 02, 2012 CURRENT), U GRADE B, Fy = 35,000 PSI, GALVANIZED STEEL PIPE. NET DESIGN BEARING CAPACITY 12,000 N POUNDS. mz�� 00 N p ? N d PILES SHALL BE HOT DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A123. REPAIR ALL Q SCRAPES, DINGS, WELDS, ETC. IN ACCORDANCE WITH ASTM A-180. PILE INSTALLATION: I. DRILL A CORE HOLE THROUGH THE EXISTING CONCRETE FOOTING FOR THE PIPE PILE, M 2. CLEAN SIDE OF EXISTING STEM WALL AS NECESSARY PRIOR TO PIPE PILE INSTALLATION. 3. DRIVE 3'' DIAMETER GALVANIZED STEEL PIPE (WITH AN OPEN END) TO SUBSTANTIAL o^ CD REFUSAL WITH A 350 POUND RATED HAMMER (ACTUAL HAMMER WEIGHT 400 POUNDS), WHICH I IS DEFINED AS LESS THAN ONE INCH OF PENETRATION FOR 30 SECONDS OF DRIVING. co g04 4. AFTER DRIVING PIPE PILE TO SUBSTANTIAL REFUSAL, CUT OFF PIPES TO LEVELS INDICATED �� IN DRAWING TO ACCEPT UNDERPINNING BRACKET BY OTHERS. " 5. INSTALL GROUT IN VOID BETWEEN PILE AND HOLE IN FOOTING. i^ 6. INSTALL UNDERPINNING BRACKET BY OTHERS PER MANUFACTURER RECOMMENDATIONS. USE ANCHORAGE ONLY AS PRESCRIBED IN SECTIONS. o CV m M O 1. PAINT UNDERPINNING BRACKET WITH COAL TAR PITCH OR EQUIVALENT MASTIC AS REQUIRED �C" PER MANUFACTURER RECOMMENDATIONS. Nto .;Co 6. BACKFILL EXCAVATIONS AND RESTORE LANDSCAPING, AS REQUIRED. 2 cr L +' ADHESIVE FOR ANCHOR BOLTS: Cl co ADHESIVE FOR ATTACHMENT TO CRACKED OR UNCRACKED CONCRETE SHALL BE SIMPSON s3 STRONG -TIE AT-XP ACRYLIC ADHESIVE (IAPMO UES REPORTS0263 UNLESS NOTED OTHERWISE �06 ON THE PLANS. BOLTS SHALL BE GALVANIZED ALL -THREAD ROD ANCHORS, UNLESS NOTED Z 00 OTHERWISE ON THE PLANS. N En 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 14 DEGREES OR HIGHER 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 �Jy ADHESIVE ANCHORS SHALL BE PERFORMED BY PERSONNEL TRAINED TO INSTALL ADHESIVE ANCHORS. ~�~�G� MISCELLANEOUS: C4 w CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. REPETITIVE a FEATURES MAY BE DRAWN OR CALLED OUT ONCE, BUT SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL. ALL WORKMANSHIP SHALL BE OF THE HIGHEST QUALITY AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND INDUSTRY STANDARDS. PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENINGS HAVE BEEN INSTALLED. SAFETY- THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION, TEMPORARY BRACING, SHORING, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES IN CONNECTION WITH THE WORK. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITION ON Lu THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL Q WORKING HOURS. . Z THE REQUIRED AND/OR IMPLIED DUTY OF THE ENGINEER TO CONDUCT CONSTRUCTION REVIEW Q OF CONTRACTOR'S PERFORMANCE DOES NOT, AND IS NOT INTENDED TO INCLUDE REVIEW OF Z XIST, CONC. SLAB THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES, IN ON OR NEAR THE CONSTRUCTION SITE. Z SPECIAL INSPECTIONS: < � SPECIAL INSPECTOR: Z ZIPPERGEO, GEO PROFESSIONAL CONSULTANTS Lu JAMES GEORGIA �.! d) 19019 36TH AVE. W. Lu SUITE F '7 Z LYNNWOOD, WA S6036 < TLF: 425-562-9926 n, inL j!@eor!@iaez-ippergeo.com n LISTED IN THE STATEMENT OF SPECIAL INSPECTIONS SECTION BELOW. THE CONTRACTOR SHALL PROVIDE ADEQUATE NOTIFICATION TO THE SPECIAL INSPECTORS PRIOR TO THE PERFORMANCE .4 OF WORK REQUIRING SPECIAL INSPECTION. STATEMENT OF SPECIAL INSPECTIONS: XIST. GONG. WALL THE FOLLOWING SPECIAL INSPECTIONS ARE REQUIRED PER CHAPTER 1-1 OF THE IBC: XIST. CONC. FOOTING ADHESIVE/EPDXY ANCHORS (PERIODIC) - TABLE 1105.3: FOR SPECIAL INSPECTION ADHESIVE/EPDXY ANCHORS, THE SPECIAL INSPECTOR w w PERIODIC OF MUST BE ON THE JOBSITE INITIALLY DURING ANCHOR INSTALLATION TO VERIFY ANCHOR 0 TYPE, ANCHOR DIMENSIONS, CONCRETE TYPE, CONCRETE COMPRESSIVE STRENGTH, ADHESIVE IDENTIFICATION AND EXPIRATION DATE, HOLE DIMENSIONS, HOLE CLEANING PROCEDURES, ANCHOR SPACING, EDGE DISTANCES, CONCRETE THICKNESS, ANCHOR = EMBEDMENT, TIGHTENING TORQUE AND ADHERENCE TO THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS. THE SPECIAL INSPECTOR MUST VERIFY THE INITIAL INSTALLATIONS OF EACH TYPE AND SIZE OF ADHESIVE ANCHOR BY CONSTRUCTION PERSONNEL ON SITE. < 23 = SUBSEQUENT INSTALLATIONS OF THE SAME ANCHOR TYPE AND SIZE BY THE SAME Z CONSTRUCTION PERSONNEL IS PERMITTED TO BE PERFORMED IN THE ABSENCE OF THE SPECIAL Q LL +� INSPECTOR. ANY CHANGE IN THE ANCHOR PRODUCT BEING INSTALLED OR THE Q PERSONNEL PERFORMING THE INSTALLATION MUST REQUIRE AN INITIAL INSPECTION. FOR LU — ONGOING INSTALLATIONS OVER AN EXTENDED PERIOD, THE SPECIAL INSPECTOR MUST U MAKE REGULAR INSPECTIONS TO CONFIRM CORRECT HANDLING AND INSTALLATION OF THE PRODUCT. —Z Z L ^ w SOILS AND FOUNDATIONS - SECTIONS 1-105.6 TO 1-105.9: o O OL O U Z 'Q ' PIPE PILE INSTALLATION cn PIPE PILE LOAD TEST (ONE PILE) 1 51.0 ALL INFORMATION ON THIS DOCUMENT IS THE EXCLUSIVE PROPERTY OF PACIFIC ENGINEERING TECHNOLOGIES, INC. © COPYRIGHT 2021 Job No. 16281.00