2023-661-E-Hamlett Associates-RFP5399 - Whitted Stormwater Improvements Project

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BYDATEREVISIONS 1 3 2 4 5 6PROJECT NO.SHEET NO.PROJECT ENGINEER/ARCHITECT PROJECT MANAGER DRAWN BY 7DRAWING NAME:DAS (DON.SEVER@SUMMITDE.NET)20-0014WHITTED COMPLEX HILLSBOROUGH, NC, 27278 300 WEST TRYON ST SITE PLAN C r e a t i v e l y I n s p i r e d - T e c h n i c a l l y E x e c u t e d License #: P-0339 320 Executive Court Hillsborough, NC 27278-8551 Voice: (919) 732-3883 Fax: (919) 732-6676 www.summitde.net FIRST ISSUE DATE MGA (MALLORY.ARMFIELD@SUMMITDE.NET) 09-02-2020 MGA (MALLORY.ARMFIELD@SUMMITDE.NET) ENGINEERING, INC.Know what'sbelow.before you dig.CallR20-0014_DD-3WATERPROOFING DETAILS APPROX.6'-7'FIELDVERIFY(10' @ N. END OFDENTAL CLINIC)TOP OF EXISTING FOOTING/STEPEXACT SIZE/PROFILE TO BEFIELD VERIFIED1" THICK PROTECTIONBOARD12" WIDE MEMBRANE STRIPCENTERED OVER TRANSITIONCOVER EDGE OFMEMBRANE WITH LIQUIDMEMBRANE OR MASTICMIN. 34" FILLET OF LIQUIDMEMBRANE AT TRANSITIONEXISTING MASONRY FOUNDATIONWALL. APPLY PARGE COAT TO OBTAINSMOOTH, EVEN SURFACESELF-ADHEREDWATERPROOFING MEMBRANE OVER PRIMER1" THICK PROTECTION BOARD12" WIDE MEMBRANE STRIPCENTERED OVER CORNERMIN. 34" FILLET OF LIQUIDMEMBRANE AT TRANSITIONAPPLY LIQUID MEMBRANETO ALL SEAMS WITHIN12" OF CORNEROR OTHER TRANSITIONSEXISTING MASONRY FOUNDATIONWALL. APPLY PARGE COAT TO OBTAINSMOOTH, EVEN SURFACESELF-ADHEREDWATERPROOFING MEMBRANE OVER PRIMER1" THICK PROTECTION BOARD12" WIDE MEMBRANE STRIPCENTERED OVER CORNEREXISTING MASONRY FOUNDATIONCLEAN TO REMOVE EXISTINGBITUMINOUS WATERPROOFING/DAMPROOFING. APPLY PARGE COATTO OBTAIN SMOOTH, EVEN SURFACE.(ALONG EAST WALL OF DENTAL CLINIC,REMOVE REMEDIAL WATERPROOFINGAND PROTECTION BOARD AND DISPOSEOF TO EXPOSE EXISTING MASONRYWALL)SELF-ADHERED WATERPROOFINGMEMBRANE OVER PRIMER. EXTENDUP WALL TO STOP 1" BELOW NEWTOP OF GRADE (STEP AS NEEDED TOFOLLOW GRADE)ORIGINAL GRADE. EXCAVATE TOEXPOSE TOP OF FOOTING TO ALLOWFOR PROPER INSTALLATION OFNEW WATERPROOFING COMPONENTSTERMINATION BAR SECURED AT 8" O.C.AND WITH TOP AND FASTENERSCOVERED WITH MASTICINSTALL TERMINATIONBAR WITH MASTIC ATALL VERTICALTERMINATIONSNEW GRADING/STONE PERPLANS. SURROUNDING GRADEMUST SLOPE AWAY FROMWALL.INSIDE CORNEROUTSIDE CORNERTOP OF EXISTING FOOTING/STEPEXACT SIZE/PROFILE TO BEFIELD VERIFIED1" THICK PROTECTIONBOARD12" WIDE MEMBRANE STRIPCENTERED OVER TRANSITIONCOVER EDGE OFMEMBRANE WITH LIQUIDMEMBRANE OR MASTICMIN. 34" FILLET OF LIQUIDMEMBRANE AT TRANSITIONAPPROX.4' MAX.FIELD VERIFYEXISTING MASONRY WALL. APPLYPARGE COAT TO OBTAIN SMOOTH,EVEN SURFACESELF-ADHERED WATERPROOFINGMEMBRANE OVER PRIMER. EXTENDUP WALL TO STOP 1" BELOW NEWTOP OF GRADE. (STEP AS NEEDED TOFOLLOW GRADE)ORIGINAL GRADE. EXCAVATE TOEXPOSE FOOTING TO ALLOWFOR PROPER INSTALLATION OFNEW WATERPROOFING COMPONENTSTERMINATION BAR SECURED AT 8" O.C.AND WITH TOP AND FASTENERSCOVERED WITH MASTICINSTALL TERMINATIONBAR WITH MASTIC ATALL VERTICALTERMINATIONSNEW GRADING/STONE PERPLANS. SURROUNDING GRADEMUST SLOPE AWAY FROMWALL.BELOW GRADE WATERPROOFING(HEALTH CLINIC BUILDINGS A AND B)BELOW GRADE WATERPROOFING(RECREATION CENTER)MINOR VARIATIONS IN WALL PROFILE (STEPS, LEDGES,BELOW-GRADE PENETRAATIONS, ETC.) MAY EXIST ANDSHOULD BE INCORPORATED INTO NEW WATERPROOFING INSTALLATION. IF SIGNIFICANT VARIATIONS AREDISCOVERED THAT ARE NOT DETAILED IN THE DESIGNOR WILL NOT ALLOW FOR INSTALLATION OF WATERPROOFINGAS SHOWN NOTIFY THE DESIGNER FOR DIRECTION.SEALANTBACKER ROD OR BONDJOINT DEPTH - EXISTING JOINT WIDTH3/8" TO 1/2"1/4" TO 3/8"JOINT DEPTHJOINT SCHEDULE3/4" TO 1"1/2" TO 3/4"1/4" TO 1/2"JOINT WIDTH1/4"1/2" OR PER MANU.GREATER THAN 1"BREAKER TAPE (IF DEPTH EXISTING MASONRYWALL EXISTING MASONRYWALLSEALANTJOINT DEPTH - SEE SCHEDULEEXISTING JOINT WIDTHEXISTING MASONRYEXISTING MASONRY WALLWALLFOR BACKER ROD CANNOT BACKER ROD OR BONDBREAKER TAPE (IF DEPTH FORBACKER ROD CANNOT BE OBTAINED)SEE SCHEDULEBE OBTAINED)"A""B"CUT EXISTING MORTAR AT VERTICALJOINT OF INSET TO ALLOW FORINSTALLATION OF BACKING MATERIALAND NEW SEALANT JOINT FOR FULLHEIGHT. (DOWN TO STONE ACCENT ATBOTTOM)CUT NEW CONTROL JOINT INBRICK TO EXTEND VERTICAL JOINTTO UNDERSIDE OF FASCIA. INSTALLNEW BACKING MATERIAL AND NEWSEALANT JOINT FOR FULL HEIGHTREMOVE DAMAGED/CRACKEDMORTAR AND TUCK POINTWITH NEW MORTARREMOVE DAMAGED/CRACKEDMORTAR AND TUCK POINTWITH NEW MORTAR. REPLACEDISPLACED/DAMAGED BRICKWITH NEWCUT NEW CONTROL JOINT INBRICK TO EXTEND VERTICAL JOINTTO UNDERSIDE OF FASCIA. INSTALLNEW BACKING MATERIAL AND NEWSEALANT JOINT FOR FULL HEIGHTCUT EXISTING MORTARAT VERTICAL JOINT OFINSET TO ALLOW FORINSTALLATIONOF BACKING MATERIALAND NEW SEALANT JOINTFOR FULL HEIGHT. (DOWN TO STONEACCENT AT BOTTOM)REMOVE MORTAR FROM JOINTS WITHINBRICK INSET AREA TO ALLOW FORTUCKPOINTING WITH NEW MORTAR.INCLUDES 9 ACCENT PANELS (32COURSES TALL X 10 BRICK WIDE EACH)AND ASSOCIATED BRICK BANDSBETWEEN PANELS AND AROUNDPERIMETER OF PANELS.BRICK VENEER REPAIRRECREATION CENTER - SOUTH ELEVATIONREMOVE EXISTING SEALANTFROM FULL HEIGHT OF IDENTIFIEDJOINTS IN THE CMU WALL. (FROMROOF DECK TO TOP OF TILE - APPROX.31 COURSES EACH SIDE)INSTALL NEW BACKING MATERIAL ANDSEALANT IN JOINTS.TEMPORARILY REMOVE OR MODIFYWOOD PANEL TO ALLOW FORREPLACEMENT OF JOINT BEHIND.MASONRY JOINT REPAIRSOUTH WALL - RECREATION CENTERGYMNASIUMJOINT SEALANT INSTALLATIONMIN. 3/4"STEP 5CLEAN MORTAR DRIPS AND SPLATTERFROM FACE OF BRICKSTEP 4WHEN MORTAR IS THUMBPRINT HARD,TOOL JOINT TO MATCH ORIGINAL JOINTSSTEP 3FIRMLY PACK FRESH MORTAR INTOJOINT IN 14" DEEP LIFTSSTEP 2PRIOR TO REPOINTING, BRUSH JOINTCLEAN, BLOW OUT WITH AIR, AND WETJOINT WITH CLEAN WATERSTEP1CUT OUT MORTAR TO MIN. DEPTHOF 34" OR TO SOUND MATERIALEXISTING CONDITIONMORTAR JOINT TUCKPOINTING3'FILTER FABRICSTEEL EDGING2-4" DIAMETERRIVER ROCK2-4"3'FILTER FABRICSTEEL EDGING2-4" DIAMETERRIVER ROCK2-4"9/2/2020DocuSign Envelope ID: 7D9ACD4F-8F6C-42B6-9ADB-C60032DB6D03