14.3 - 1301 Shoal Creek Blvd - House Park - Site Plan and Drawings (2) — original pdf

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15TH STREET . D V L B R A M A L H T R O N S H O A L C R E E K B L V D . W 15TH STREET W 13TH STREET E V T A S E W W 15TH STREET E V T A S E W W 14TH STREET W 13TH HALF STREET N SITE PLAN APPROVAL SP-2023-XXXXC CASE NUMBER ________________ APPLICATION DATE:____________ APPROVED ON ____________ ADMINISTRATIVELY BY COMMISSION UNDER SECTION 112 142 OF CHAPTER 25-5 OF THE CITY OF AUSTIN CODE EXPIRATION DATE (LDC 25-5-81) ____________ CASE MANAGER __________ 03/28/2024 _______________________________________ DEVELOPMENT SERVICES DEPARTMENT RELEASED FOR GENERAL COMPLIANCE __________ ZONING ______________ SF-3, P 21 SHEET ____ OF ____ BM-104 CHISELED SQURE IN CURB ELEVATION = 476.61' 15TH STREET . D V L B R A M A L H T R O N S H O A L C R E E K B L V D . BM-103 CHISELED SQURE IN CURB ELEVATION = 471.91' W 15TH STREET W 15TH STREET W 13TH STREET W 13TH STREET E E V V T A T A S S E E W W W 15TH STREET W 15TH STREET E E V V T A T A S S E E W W W 14TH STREET W 14TH STREET W 13TH HALF STREET W 13TH HALF STREET N SITE PLAN APPROVAL SP-2023-XXXXC CASE NUMBER ________________ APPLICATION DATE:____________ APPROVED ON ____________ ADMINISTRATIVELY BY COMMISSION UNDER SECTION 112 142 OF CHAPTER 25-5 OF THE CITY OF AUSTIN CODE EXPIRATION DATE (LDC 25-5-81) ____________ CASE MANAGER __________ 03/28/2024 _______________________________________ DEVELOPMENT SERVICES DEPARTMENT RELEASED FOR GENERAL COMPLIANCE __________ ZONING ______________ SF-3, P 21 SHEET ____ OF ____ . D V L B R A M A L H T R O N S H O A L C R E E K B L V D . BM-103 CHISELED SQURE IN CURB ELEVATION = 471.91' NOTE: UNDERGROUND MAINS SUPPLYING NFPA 14 SPRINKLER SYSTEMS MUST BE INSTALLED AND TESTED IN ACCORDANCE WITH NFPA 13, AND THE FIRE CODE, BY A LICENSED SPRINKLER CONTRACTOR WITH A PLUMBING PERMIT. THE ENTIRE MAIN MUST BE HYDROSTATICALLY TESTED AT ONE TIME, UNLESS ISOLATION VALVES ARE PROVIDED BETWEEN TESTED SECTIONS N SITE PLAN APPROVAL SP-2023-XXXXC CASE NUMBER ________________ APPLICATION DATE:____________ APPROVED ON ____________ ADMINISTRATIVELY BY COMMISSION UNDER SECTION 112 142 OF CHAPTER 25-5 OF THE CITY OF AUSTIN CODE EXPIRATION DATE (LDC 25-5-81) ____________ CASE MANAGER __________ 03/28/2024 _______________________________________ DEVELOPMENT SERVICES DEPARTMENT RELEASED FOR GENERAL COMPLIANCE __________ ZONING ______________ SF-3, P 21 SHEET ____ OF ____ SITE PLAN APPROVAL SP-2023-XXXXC CASE NUMBER ________________ APPLICATION DATE:____________ APPROVED ON ____________ ADMINISTRATIVELY BY COMMISSION UNDER SECTION 112 142 OF CHAPTER 25-5 OF THE CITY OF AUSTIN CODE EXPIRATION DATE (LDC 25-5-81) ____________ CASE MANAGER __________ 03/28/2024 _______________________________________ DEVELOPMENT SERVICES DEPARTMENT RELEASED FOR GENERAL COMPLIANCE __________ ZONING ______________ SF-3, P 21 SHEET ____ OF ____ SITE PLAN APPROVAL SP-2023-XXXXC CASE NUMBER ________________ APPLICATION DATE:____________ APPROVED ON ____________ ADMINISTRATIVELY BY COMMISSION UNDER SECTION 112 142 OF CHAPTER 25-5 OF THE CITY OF AUSTIN CODE EXPIRATION DATE (LDC 25-5-81) ____________ CASE MANAGER __________ 03/28/2024 _______________________________________ DEVELOPMENT SERVICES DEPARTMENT RELEASED FOR GENERAL COMPLIANCE __________ ZONING ______________ SF-3, P 21 SHEET ____ OF ____ 600 mm (2') PROPERTY LINE PROPERTY LINE 1.2 m (4') EXPANSION JOINT SIDEWALK EXPANSION JOINT VARIES CONTROL JOINT 1.5 m (5') SMOOTH DOWEL 4 TYP. SEE DETAIL SHEET 2 OF 2 PL 12 m (40') MAX. CURB & GUTTER PLAN VARIES 1.2 m (4') MIN. RESIDENTIAL 1.8 m (6') MIN. COMMERCIAL SLOPE 20 mm/m 1 4''/ FT.) MAX. ( VARIES 600 mm (2') 100 mm (4'') MIN. 50 mm (2'') SAND CUSHION CLASS A CONCRETE POLYPROPYLENE FIBRILLATED FIBERS, OR 150 mm X 150 mm X MW9 X MW9 (6'' X 6'' X W1.4 X W1.4) WELDED WIRE FABRIC OR ONE LAYER 10M (#3) BARS PLACED NOT MORE THAN 450 mm (18'') C.C. BOTH DIRECTIONS. REINFORCEMENT SHALL ACCURATELY PLACED AT SLAB MID-DEPTH AND HELD FIRMLY IN PLACE BY MEANS OF BAR SUPPORTS OF ADEQUATE STRENGTH AND NUMBER THAT WILL PREVENT DISPLACEMENT AND KEEP THE STEEL AT ITS PROPER POSITION DURING THE PLACEMENT OF THE P.C. CONCRETE. IN NO INSTANCE SHALL THE STEEL BE PLACED DIRECTLY ON THE SUBGRADE OR SAND CUSHION LAYER. SECTION 600 mm (24") 1 13 mm ( 2") DIA. SMOOTH DOWEL 400 mm (16") DOWEL COATING DOWEL SLEEVE TO FIT DOWEL AND BE SECURED TO DOWEL ROD SUPPORT CLOSED END DOWEL ROD SUPPORT 2 TYP. 1 13 mm ( 2") PREMOLDED EXPANSION JOINT MATERIAL DOWEL DETAIL 25 mm (1") CLEARANCE 50 mm (2") MIN. EXPANSION JOINT (TYP. BOTH SIDES) VARIES 1.5 m (5'-0") MIN. PC B UTILITY SERVICE LINE PROPERTY LINE SIDEWALK EXPANSION JOINT PIPE SLEEVE, SCH 40 PVC, MIN. 100 mm (4"), MAX. 250 mm (10") EXTEND A MINIMUM OF 150 mm (6") FROM EACH EDGE OF SIDEWALK EXPANSION JOINT CURB & GUTTER UTILITY MAIN SIDEWALK OVER UTILITY SERVICE LINE PLAN 100 mm (4'') MIN. CONCRETE SIDEWALK 50 mm (2'') SAND CUSHION UTILITY SERVICE LINE PIPE SLEEVE SECTION OF SIDEWALK OVER UTILITY SERVICE LINES NOTES: 1. THIS STANDARD APPLIES TO THE INSTALLATION OF NEW UTILITIES OR UTILITIES BEING REPLACED BY A NEW LINE. 2. NO JOINTS IN UTILITY SERVICE PIPE TO BE LOCATED INSIDE PVC PIPE SLEEVE. R.O.W. A EXP. JOINT 1.2 m (4'-0'') MIN. SLOPE 2% MAX. SIDEWALK TIE-IN LOCATION. SEE NOTE 13 PT SEE NOTE 3 ZERO CURB AT SIDEWALK EDGE. (SEE NOTE 4) WIDTH 0.6 m (2'-0'') TYP. R.O.W. PEDESTRIAN CROSSING SIDEWALK TIE-IN LOCATION. SEE NOTE 13 PT EXP. JOINT (SEE NOTE 5) R MATCH CATCH/SPILL GUTTER SECTION OF EXISTING CURB & GUTTER PLAN PC SAW-CUT & EXP. JOINT EXIST. JOINT SEE NOTE 6 NOTE: ALL DRIVEWAYS SHALL BE SLOPED TOWARDS THE STREET FROM THE R.O.W. LINE. ELEVATION OF POINT A ABOVE POINT B IS, TYPICALLY A MINIMUM OF 150 mm (6'') PLUS 20 mm/m (1 4'' RISE/FOOT) OVER DISTANCE "X" IN METERS (FEET). RADIUS CURB B BASE 175 mm (7'') 300 mm (12'') X 1.2 m (4'-0'') MIN. VARIES 10% MAX. SLOPE 2%MAX. SLOPE 0.6 m (2'-0'') TYP. A 50 mm (2'') SAND BEDDING SEE CHART SHEET 2 OF 3 CROSS SECTION NORMAL CONCRETE MIX DESIGN FOR CONCRETE PAVEMENT, SECTION 360.5 STANDARD SPECIFICATION ITEM NO. 360 CITY OF AUSTIN DEPARTMENT OF PUBLIC WORKS SIDEWALK CITY OF AUSTIN DEPARTMENT OF PUBLIC WORKS DEPARTMENT OF PUBLIC WORKS SIDEWALK CITY OF AUSTIN DEPARTMENT OF PUBLIC WORKS DEPARTMENT OF PUBLIC WORKS DEPARTMENT OF PUBLIC WORKS SIDEWALK RECORD COPY SIGNED BY BILL GARDNER 03/26/08 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 432S-1 1 OF 3 RECORD COPY SIGNED BY BILL GARDNER 03/26/08 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 432S-1 2 OF 3 RECORD COPY SIGNED BY BILL GARDNER 03/26/08 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 432S-1 3 OF 3 CITY OF AUSTIN DEPARTMENT OF PUBLIC WORKS RECORD COPY SIGNED BY CUONG TRAN TYPE II DRIVEWAY 02/24/10 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 433S-2 1 OF 2 USE THICKNESS REINFORCEMENT DRIVEWAYS FOR PASSENGER VEHICLE PARKING LOTS 150 mm (6'') MIN. ALL OTHERS 175 mm (7'') MIN. 125 mm (5'') MIN. CONCRETE WITH ONE LAYER OF13M (#4) BARS PLACED ON CHAIRS AT MIDDEPTH OF SLAB AT NO MORE THAN 450 mm (18") O.C. BOTH DIRECTIONS 125 mm (5'') MIN. CONCRETE WITH ONE LAYER OF13M (#4) BARS PLACED ON CHAIRS AT MIDDEPTH OF SLAB AT NO MORE THAN 450 mm (18") O.C. BOTH DIRECTIONS -2% SLOPE (TYP.) 1G FACE OF CURB SEE NOTE 10 R.O.W. SLOPE G2 G1 D D G 2 10% MAX. 2% MAX. 1. 2. 3. 4. 5. 6. 7. 8. 9. 11. 12. 13. NOTES: ALLOWABLE GRADES ALL TYPE II DRIVEWAYS SHALL HAVE RADIUS ENDS. DRIVEWAY VOLUME (ADT) D=GRADE CHANGE >1500 500-1500 < 500 STD. 0% 3% 6% MAX 3% 6% 15% DRIVEWAY WIDTHS AND RADII DIMENSIONS, ONE/TWO WAY TRAVEL REQUIREMENTS, AND GEOMETRIC LAY-OUT ARE HIGHLY VARIABLE, SUBJECT TO SITE SPECIFIC CONDITIONS AND REQUIREMENTS. SEE TRANSPORTATION CRITERIA MANUAL. SECTION 5 "DRIVEWAYS". THE DRIVEWAY EDGE SHALL BE SMOOTHLY TRANSITITIONED INTO THE SIDEWALK TIE-IN LOCATION BEGINNING AT THE RADIUS PC LINE. "ZERO" CURB AT PT OR SIDEWALK EDGE, WHICHEVER IS ENCOUNTERED FIRST. PLACE AN EXPANSION JOINT DOWN THE CENTER OF DRIVEWAY ALL DRIVEWAYS. IF DIMENSION IS LESS THAN 1.5 METERS (5 FEET), REMOVE CURB AND GUTTER TO EXISTING JOINT AND POUR MONOLITHICALLY WITH DRIVEWAY. IF THE BASE IS OVER-EXCAVATED WHERE THE CURB AND GUTTER WERE REMOVED, BACKFILL WITH CONCRETE MONOLITHICALLY WITH THE DRIVEWAY. TYPE II DRIVEWAYS ARE TO BE LOCATED NO CLOSER TO THE CORNER OF INTERSECTING RIGHT OF WAY THAN 60% OF PARCEL FRONTAGE AT 30 METERS (100 FEET): WHICHEVER IS LESS. DRIVEWAY SHALL NOT BE CONSTRUCTED WITHIN THE CURB RETURN OF A STREET INTERSECTION. 10. WHILE THE PROPERTY OWNER REMAINS RESPONSIBLE FOR GRADE BREAKS WITHIN PRIVATE PROPERTY, THE FIRE DEPARTMENT SHALL BE CONSULTED WHERE THE DRIVEWAY IS ESSENTIAL TO EMERGENCY VEHICLE ACCESS AND "G2 IS GREATER THAN 15%. USE 12 MM (1/2") ASPHALT BOARD OR OTHER APPROVED MATERIAL FOR CURB AND GUTTER EXPANSION JOINTS. SIDEWALK, AT THE R.O.W. LINE AND AT MIDWIDTH, SEE NOTE 5. SEE TRANSPORTATION CRITERIA MANUAL, SECTION 5 FOR OTHER DRIVEWAY REQUIREMENTS. THE SIDEWALK, REGARDLESS OF ITS LOCATION WITH RESPECT TO THE CURB OR PROPERTY LINE, SHALL BE CONNECTED TO THE DRIVEWAY AT THESE LOCATIONS. 14. WATER METER BOXES AND WASTEWATER CLEAN OUTS ARE PROHIBITED FROM BEING LOCATED IN DRIVEWAY AREAS. CITY OF AUSTIN DEPARTMENT OF PUBLIC WORKS RECORD COPY SIGNED BY CUONG TRAN TYPE II DRIVEWAY 02/24/10 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 433S-2 2 OF 2 SCH. 40 GALVANIZED 48 mm (1 9/10'') O.D. 762 mm-914 mm (30''-36'') 5.8 mm (2'') MIN. 152 mm (6'') MIN. 508 - 610 mm (20 - 24'') FRONT VIEW SEE BASE PLATE DETAIL TYP 9.5 mm (3/8'') Ø DRILLED VENT HOLE TOP SIDE ONLY TOP VIEW 13 mm (1/2'') Ø DRILLED HOLES CENTERED BETWEEN EDGES OF BASE PLATE AND EDGE OF PIPE BASE PLATE DETAIL 76 mm (3'') MIN. 152 mm (6'') MIN. 13 mm (1/2'') Ø DRILLED HOLES CENTERED BETWEEN EDGES OF BASE PLATE AND EDGE OF PIPE ALT BASE PLATE DETAIL (CIRCULAR OR OVAL PLATE) GENERAL NOTES: 1. RACK INSTALLATION METHOD SHALL COMPLY WITH CITY STANDARD DETAIL 710S-3, 710S-4, OR 710S-5. 2. RACK PLACEMENT SHALL COMPLY WITH APPLICABLE CITY STANDARD DETAILS 710S-6A, 710S-6B, OR 710S-6C AND CITY OF AUSTIN CODE SECTION 25-6-477 OR ITS SUCCESSOR. 3. BASE PLATES TO BE 6.35 mm (1/4") PLATES, ASTM A-36 1010-1018 LOW CARBON PRIME STEEL R1 R1 = 6 mm (1/4") R2 = 65 mm (2 1/2") R3 = 90 mm (3 1/2") GRADE CONTROL R2 R3 160 mm (614 '') 4" 8" 8" SPILL R1 R1 = 6 mm (1/4") R2 = 65 mm (2 1/2") R3 = 90 mm (3 1/2") GRADE CONTROL R2 R3 4" 8" 8" CATCH GRADE CONTROL R1 4" 8" 8" MOUNTABLE CURB CITY OF AUSTIN DEPARTMENT OF PUBLIC WORKS CLASS III STYLE BICYCLE PARKING RECORD COPY SIGNED BY COUNG TRAN 09/26/12 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 710S-1 1 OF 1 CITY OF AUSTIN DEPARTMENT OF PUBLIC WORKS REINFORCED CURB AND GUTTER SECTION 01/04/10 ADOPTED STANDARD NO. 430S-1 SITE PLAN APPROVAL SP-2023-XXXXC CASE NUMBER ________________ APPLICATION DATE:____________ APPROVED ON ____________ ADMINISTRATIVELY BY COMMISSION UNDER SECTION 112 142 OF CHAPTER 25-5 OF THE CITY OF AUSTIN CODE EXPIRATION DATE (LDC 25-5-81) ____________ CASE MANAGER __________ 03/28/2024 _______________________________________ DEVELOPMENT SERVICES DEPARTMENT RELEASED FOR GENERAL COMPLIANCE __________ ZONING ______________ SF-3, P 21 SHEET ____ OF ____ TRENCH REPAIR IN ASPHALTIC SURFACE OVER FLEXIBLE BASE (UCM SECTION 5.8.0) HMAC PAVEMENT SURFACE (SEE NOTE 5) 6" (150 mm) MIN. SAW CUT EXISTING ASPHALT SURFACE SAW CUT 6" (150 mm) MIN. PRIME COAT (ITEM 306S) 3" (75 mm) TRACER TAPE FOR NON- METALLIC PIPE. SEE NOTE 8, SHEET 2. MINIMUM COVER 30" (750 mm) OR UTILITY OWNER ASSIGNED DEPTH IN ACCORDANCE WITH UCM SECTION 3.4.3 AND ITEM 510, SECTION 51O.3(6) PIPE BEDDING MATERIAL IN CONFORMANCE WITH ITEM 510 SECTIONS 510.2(2) AND 510.3(14) FLEXIBLE BASE (ITEM 210S) SEE NOTE 3 SUBGRADE 3" (75 mm) 6" (150 mm) MIN. BOTH SIDES COMPACTED BACKFILL SEE ITEM 510, SECTION 510.3(25) U TILIT Y 12" (300 mm) MAX. 12" (300 mm) MAX. NOTES: 1. THE EXISTING PAVING SURFACE SHALL BE SAW CUT IN A STRAIGHT LINE, A MINIMUM OF 12" (300 mm) WIDER THAN UNDISTURBED SIDES OF THE TRENCH AND SYMMETRICAL ABOUT THE CENTER LINE OF THE EXCAVATION. 2. IF EXCAVATION AREA IS OPEN FOR TEMPORARY PUBLIC USE, THE SURFACE SHALL BE MAINTAINED LEVEL WITH ADJACENT RIDING SURFACE WITH COLD MIX AC OR TEMPORARY HMAC. TEMPORARY MIX SHALL BE PLACED OVER FLEXIBLE BASE. 3. ROAD BASE SHALL BE REPLACED IN KIND WITH BASE THICKNESS EQUAL TO EXISTING BASE THICKNESS PLUS 3" (75 mm), BUT IN NO CASE LESS THAN 12" (300 mm). 4. DAMAGED PAVEMENT OUTSIDE THE TRENCH CUT SHALL BE REMOVED AND REPLACED WITH A BASE THICKNESS OF 10" (250 mm) OR A THICKNESS MATCHING EXISTING, WHICHEVER IS GREATER. 5. REPLACEMENT AC SURFACE LAYER SHALL BE OF THE TYPE AND THICKNESS BASED ON FUNCTIONAL CLASSIFICATION. a) MIN. 2" (50 mm) HMAC TYPE "D" FOR TRENCH REPAIR IN LOCAL/RESIDENTIAL STREETS. b) MIN. 3" (75 mm) HMAC TYPE "C" FOR TRENCH REPAIR IN COLLECTOR/ARTERIAL STREETS. SEE ITEM 340S, SECTION 340S.4. 6. CLASS "J" PC CONCRETE (ITEM 403S) OR CONTROLLED LOW STRENGTH MATERIAL (CLSM) MAY BE SUBSTITUTED IN THESE REPAIRS FOR THE FLEXIBLE BASE AND COMPACTED BACKFILL. PC CONCRETE GREATER THAN A 2 SACK MIX WILL NOT BE ALLOWED. 7. TACK COAT ALL EXPOSED EDGES AND SURFACES (SPEC ITEM 307S). 8. AS PER CITY OF AUSTIN STANDARD SPECIFICATION 510, SECTION 510.2(8)(K)5, FOR ALL NON-METALLIC PIPE, DIRECTLY ABOVE THE CENTERLINE OF THE PIPE AND A MINIMUM OF 12" (300 mm) BELOW THE SUBGRADE, OR A MINIMUM OF 18" (450 mm) BELOW FINISHED GRADE ON AREAS OUTSIDE THE LIMITS OF PAVEMENT, SHALL BE PLACED INDUCTIVE TRACER TAPE IN ACCORDANCE WITH THE MANUFACTURER'S RE- QUIREMENTS. THE TAPE SHALL BE ENCASED IN A PROTECTIVE, INERT, PLASTIC JACKET AND COLOR CODED IN ACCORDANCE WITH APWA UNIFORM COLOR CODE. F I R E L A N E N O P A R K I N G F I R E L A N E N O P A R K I N G CITY OF AUSTIN DEPARTMENT OF PUBLIC WORKS FLEXIBLE BASE WITH ASPHALT SURFACE TRENCH REPAIR-EXISTING PAVEMENT RECORD COPY SIGNED BY KERI JUAREZ 01/04/11 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 1100S-2 1 OF 2 CITY OF AUSTIN DEPARTMENT OF PUBLIC WORKS FLEXIBLE BASE WITH ASPHALT SURFACE TRENCH REPAIR-EXISTING PAVEMENT RECORD COPY SIGNED BY KERI JUAREZ 01/04/11 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 1100S-2 2 OF 2 SITE PLAN APPROVAL SP-2023-XXXXC CASE NUMBER ________________ APPLICATION DATE:____________ APPROVED ON ____________ ADMINISTRATIVELY BY COMMISSION UNDER SECTION 112 142 OF CHAPTER 25-5 OF THE CITY OF AUSTIN CODE EXPIRATION DATE (LDC 25-5-81) ____________ CASE MANAGER __________ 03/28/2024 _______________________________________ DEVELOPMENT SERVICES DEPARTMENT RELEASED FOR GENERAL COMPLIANCE __________ ZONING ______________ SF-3, P 21 SHEET ____ OF ____ SITE PLAN APPROVAL SP-2023-XXXXC CASE NUMBER ________________ APPLICATION DATE:____________ APPROVED ON ____________ ADMINISTRATIVELY BY COMMISSION UNDER SECTION 112 142 OF CHAPTER 25-5 OF THE CITY OF AUSTIN CODE EXPIRATION DATE (LDC 25-5-81) ____________ CASE MANAGER __________ 03/28/2024 _______________________________________ DEVELOPMENT SERVICES DEPARTMENT RELEASED FOR GENERAL COMPLIANCE __________ ZONING ______________ SF-3, P 21 SHEET ____ OF ____ INSTALLATION OF STANDARD CITY OF AUSTIN RING AND 800mm (32") COVER VARIES SEE STD. DETAIL 506S-4 OR 506S-4A AS APPLICABLE. TYPICAL WEDGE SEAL, PER SPL WW-146C 875mm (34-1/2") ±12.5mm (1/2") PRECAST SECTION SPLWW-146 1.22m (48") INSIDE DIAMETER MANHOLE SECTION JOINTS PER STD. NO. 506-13 (TYP.) MH GASKETS PER SPL WW-146C (TYP.) PLACE 1st SECTION IN FRESH CONCRETE *ALL PVC PIPE SHALL BE REMOVED FROM INVERT MANHOLE SEAL, SPL WW-146A ''U'' SHAPED INVERT PER SPEC 506.4 FOUNDATION 1:12 SLOPE 1 : 1 2 S L O P E CLASS A 20.7 MPa (3000 P.S.I.) CONCRETE, ITEM 403 30mm (12") MIN. THICKNESS OF CONCRETE BASE CONCRETE INVERT SHAPED BY CONTRACTOR NOTES: 1. 2. 3. FOR EXISTING WW LINES ONLY. MANHOLE FOUNDATION SHALL MEET OR EXCEED STD. SPEC 506.5B FIRST RISER SECTION SHALL BE PLACED PLUMB & LEVEL PRIOR TO SETTING ANY ADDITIONAL SECTIONS. CITY OF AUSTIN AUSTIN WATER UTILITY PRECAST MANHOLE ON. CAST IN PLACE BASE RECORD COPY SIGNED BY KATHI L FLOWERS 08/31/2011 THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 506S-9 SITE PLAN APPROVAL SP-2023-XXXXC CASE NUMBER ________________ APPLICATION DATE:____________ APPROVED ON ____________ ADMINISTRATIVELY BY COMMISSION UNDER SECTION 112 142 OF CHAPTER 25-5 OF THE CITY OF AUSTIN CODE EXPIRATION DATE (LDC 25-5-81) ____________ CASE MANAGER __________ 03/28/2024 _______________________________________ DEVELOPMENT SERVICES DEPARTMENT RELEASED FOR GENERAL COMPLIANCE __________ ZONING ______________ SF-3, P 21 SHEET ____ OF ____ SITE PLAN APPROVAL SP-2023-XXXXC CASE NUMBER ________________ APPLICATION DATE:____________ APPROVED ON ____________ ADMINISTRATIVELY BY COMMISSION UNDER SECTION 112 142 OF CHAPTER 25-5 OF THE CITY OF AUSTIN CODE EXPIRATION DATE (LDC 25-5-81) ____________ CASE MANAGER __________ 03/28/2024 _______________________________________ DEVELOPMENT SERVICES DEPARTMENT RELEASED FOR GENERAL COMPLIANCE __________ ZONING ______________ SF-3, P 21 SHEET ____ OF ____ SYMBOLS LEGEND HATCH LEGEND ABBREVIATIONS S T R U C T U R A L N O T E S EXISTING BUILDING CMU CONCRETE GROUT PLYWOOD STEEL F O T . O O E L E . F T I N V O A O G M T I T I O N A R N G K P I E T . O . R M P I E A R K R E L E V A T I O N ( B O T T O M H S O B A S C F B S E O L U M A P S E L A T N P L A E T S I Z T Y E E E P E L E V A T I O N ) W B A F C S O E L P U L A M N T E T S I Z Y E P E INDICATES ISOLATED FOOTING INDICATES STRAIGHT SHAFT PIER INDICATES HSS COLUMN INDICATES WF COLUMN INDICATES MOMENT CONNECTION FACTORED VERTICAL BEAM END REACTION NUMBER OF SHEAR STUDS BEAM CAMBER ADDITIONAL FACTORED DRAG FORCE 75K H = 15K W18X35 (XX) C = XX" 50K H = 15K INDICATES COMPOSITE STEEL BEAM BOD = 115'-0" W12X19 INDICATES BOTTOM OF DECK (BOD) ELEVATION. ROOF DECK SLOPES LINEARLY BETWEEN NOTED ELEVATIONS. M# INDICATES SCHEDULED CMU WALL INDICATES SLAB OR DECK SPAN DIRECTION MEP EQUIPMENT ARCH BOD BP CFMF CJP CL CLR CMU COL CONT DBA EJ ENG EOD EOS EQ FFE FTG GT HCA HDG HDR HORIZ HSS INFO KSI LLH LLV LSH LSV LW MAX MCJ MEP MFR MIN NTS NW O.C. O.H. PCF PJP PLF PSF PSI REF REINF REQ'D SIM SOG SQ SS T.O. T.O. WALL TOC TOD TOS TYP U.N.O. VERT WWF ARCHITECT, ARCHITECTURAL BOTTOM OF DECK (METAL DECK ONLY) BASEPLATE COLD FORMED METAL FRAMING COMPLETE JOINT PENETRATION CENTERLINE CLEAR CONCRETE MASONRY UNIT COLUMN CONTINUOUS DEFORMED BAR ANCHOR EXPANSION JOINT ENGINEER EDGE OF DECK EDGE OF SLAB EQUAL FINISH FLOOR ELEVATION FOOTING GIRDER TRUSS HEADED CONCRETE ANCHOR HOT-DIP GALVANIZED HEADER HORIZONTAL HOLLOW STEEL SECTION INFORMATION KIPS PER SQUARE INCH LONG LEG HORIZONTAL LONG LEG VERTICAL LONG SIDE HORIZONTAL LONG SIDE VERTICAL LIGHT WEIGHT MAXIMUM MASONRY CONTROL JOINT MECHANICAL, ELECTRICAL, PLUMBING MANUFACTURER MINIMUM NOT TO SCALE NORMAL WEIGHT ON CENTER OPPOSITE HAND POUNDS PER CUBIC FOOT PARTIAL JOINT PENETRATION POUNDS PER LINEAR FOOT POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH REFER, REFERENCE REINFORCED, REINFORCEMENT REQUIRED SIMILAR SLAB ON GRADE SQUARE STAINLESS STEEL TOP OF TOP OF WALL TOP OF CONCRETE TOP OF DECK (WOOD DECKING ONLY) TOP OF STEEL TYPICAL UNLESS NOTED OTHERWISE VERTICAL WELDED WIRE FABRIC SHEET INDEX S0 SERIES S1 SERIES S2 SERIES S3 SERIES S4 SERIES S5 SERIES S6 SERIES STRUCTURAL NOTES PLANS ENLARGED PLANS CONCRETE CMU STEEL BRACE FRAMES ELEV M A 8 3 : 9 1 : 0 1 4 2 0 2 / 8 / 5 t v r . l a r t n e C _ R T S _ k r a P e s u o H _ D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P I - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o u A t . 3 7 5 1 7 8 4 3 1 7 . : f 3 8 5 1 . 7 8 4 . 3 1 7 : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 . 3 5 4 6 4 2 2 0 1 2 . : f 2 3 0 6 . 4 2 2 . 0 1 2 : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 . 1 4 4 7 8 7 4 2 1 5 . : f 6 8 2 7 . 8 7 4 . 2 1 5 : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S S T N E M E V O R P M I I M U D A T S K R A P E S U O H , 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 K P E S H 4 3 0 0 - 1 2 . D . S . I N I T S U A NO. DESCRIPTION Revisions: DATE 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS 4315 GUADALUPE ST AUSTIN, TX 78751 PHONE: (512) 499 0919 WWW.STRUCTURESTX.COM FIRM NO.: F-3323 STRUCTURES STRUCTURAL NOTES S0.00 05/10/2024. 3 7 5 1 7 8 4 3 1 7 . : f 3 8 5 1 . 7 8 4 . 3 1 7 : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 . 3 5 4 6 4 2 2 0 1 2 . : f 2 3 0 6 . 4 2 2 . 0 1 2 : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 . 1 4 4 7 8 7 4 2 1 5 . : f 6 8 2 7 . 8 7 4 . 2 1 5 : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S S T N E M E V O R P M I I M U D A T S K R A P E S U O H , 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 K P E S H 4 3 0 0 - 1 2 . D . S . I N I T S U A NO. DESCRIPTION Revisions: DATE 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS 4315 GUADALUPE ST AUSTIN, TX 78751 PHONE: (512) 499 0919 WWW.STRUCTURESTX.COM FIRM NO.: F-3323 STRUCTURES STRUCTURAL NOTES S0.01 M A 9 4 : 9 1 : 0 1 4 2 0 2 / 8 / 5 t v r . l a r t n e C _ R T S _ k r a P e s u o H _ D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P I - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o u A t 05/10/2024. 3 7 5 1 7 8 4 3 1 7 . : f 3 8 5 1 . 7 8 4 . 3 1 7 : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 . 3 5 4 6 4 2 2 0 1 2 . : f 2 3 0 6 . 4 2 2 . 0 1 2 : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 . 1 4 4 7 8 7 4 2 1 5 . : f 6 8 2 7 . 8 7 4 . 2 1 5 : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S S T N E M E V O R P M I I M U D A T S K R A P E S U O H , 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 K P E S H 4 3 0 0 - 1 2 . D . S . I N I T S U A NO. DESCRIPTION Revisions: DATE 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS 4315 GUADALUPE ST AUSTIN, TX 78751 PHONE: (512) 499 0919 WWW.STRUCTURESTX.COM FIRM NO.: F-3323 STRUCTURES STRUCTURAL NOTES S0.02 M A 9 5 : 9 1 : 0 1 4 2 0 2 / 8 / 5 t v r . l a r t n e C _ R T S _ k r a P e s u o H _ D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P I - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o u A t 05/10/2024C O N C R E T E M A I N T E N A N C E S T R U C T U R A L N O T E S BIIDDING NOTES 1. The "Concrete Maintenance" scope of work includes all concrete repairs, joinst seals, and protective coatings at both grandstands and concrete scoreboard structure at the south end of the field. 2. Bidders shall include costs for the quantities indicated on the “Base Bid Quantities” table and for each alternate listed. 3. The base bid quantities listed are an initial estimate for bidding purposes only and do not represent final quantities. Final quantities for each repair type will be confirmed as defined in the “Initial Assessment and Survey Requirements” notes on this sheet. 4. All bids shall include repair costs on a $/CF, $/SF or $/LF basis for each repair type. These values will be used to approve the final scope of work and contract amount after the inspection and delamination survey are completed. 5. Bids shall include allowance for initial inspection, delamination survey, preconstruction meeting, and entire scope of concrete maintenance work as described and represented in these structural Contract Documents. . 3 7 5 1 7 8 4 3 1 7 . : f 3 8 5 1 . 7 8 4 . 3 1 7 : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 . 3 5 4 6 4 2 2 0 1 2 . : f 2 3 0 6 . 4 2 2 . 0 1 2 : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 . 1 4 4 7 8 7 4 2 1 5 . : f 6 8 2 7 . 8 7 4 . 2 1 5 : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S S T N E M E V O R P M I I M U D A T S K R A P E S U O H , 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 K P E S H 4 3 0 0 - 1 2 . D . S . I N I T S U A NO. DESCRIPTION Revisions: DATE 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS 4315 GUADALUPE ST AUSTIN, TX 78751 PHONE: (512) 499 0919 WWW.STRUCTURESTX.COM FIRM NO.: F-3323 STRUCTURES CONCRETE REPAIR STRUCTURAL NOTES S0.03 M A 1 1 : 0 2 : 0 1 4 2 0 2 / 8 / 5 t v r . l a r t n e C _ R T S _ k r a P e s u o H _ D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P I - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o u A t 05/10/2024. 3 7 5 1 7 8 4 3 1 7 . : f 3 8 5 1 . 7 8 4 . 3 1 7 : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 . 3 5 4 6 4 2 2 0 1 2 . : f 2 3 0 6 . 4 2 2 . 0 1 2 : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 . 1 4 4 7 8 7 4 2 1 5 . : f 6 8 2 7 . 8 7 4 . 2 1 5 : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S S T N E M E V O R P M I I M U D A T S K R A P E S U O H , 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 K P E S H 4 3 0 0 - 1 2 . D . S . I N I T S U A NO. DESCRIPTION Revisions: DATE 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS 4315 GUADALUPE ST AUSTIN, TX 78751 PHONE: (512) 499 0919 WWW.STRUCTURESTX.COM FIRM NO.: F-3323 STRUCTURES SPECIAL INSPECTIONS S0.04 M A 2 2 : 0 2 : 0 1 4 2 0 2 / 8 / 5 t v r . l a r t n e C _ R T S _ k r a P e s u o H _ D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P I - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o u A t 05/10/2024S1 S2 S3 1 2 3 3.2 4 5 6 7 DN X1 X2 X3 X4 X5 X6 X7 X8 X9 X10 X11 X12 X13 X14 X15 X16 SA SA.1 SB SC A B C D XA X18 X19 X20 THE EAST GRANDSTAND HAS BEEN CHECKED FOR FLOOD AND SWAY LOADING IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE AND FOUND TO BE IN COMPLIANCE. SEE STRUCTURAL NOTES FOR BASIS OF DESIGN CHECKS. PRESS BOX STRUCTURAL PLANS: • S1.01 • S1.02 • S1.03 • S1.04 • S1.05 FOUNDATION PLAN MECH MEZZANINE FRAMING PLAN FIRST FLOOR FRAMING PLAN SECOND FLOOR FRAMING PLAN ROOF FRAMING PLAN EAST GRANDSTAND STRUCTURAL REPAIR PLANS: • • 1/S2.00 2/S2.00 REPAIR PLAN - BELOW STANDS REPAIR PLAN - ABOVE STANDS NEW CONCRETE RAMP: - SEE 1/S1.10 DN DN DN 1 S1.10 SCOREBOARD REPAIR PLAN - SEE 1/S2.13 1 S2.13 DN DN . 3 7 5 1 7 8 4 3 1 7 . : f 3 8 5 1 . 7 8 4 . 3 1 7 : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 . 3 5 4 6 4 2 2 0 1 2 . : f 2 3 0 6 . 4 2 2 . 0 1 2 : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 . 1 4 4 7 8 7 4 2 1 5 . : f 6 8 2 7 . 8 7 4 . 2 1 5 : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S S T N E M E V O R P M I I M U D A T S K R A P E S U O H , 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 K P E S H 4 3 0 0 - 1 2 . D . S . I N I T S U A NEW CONCRETE RAMP: - SEE 2/S1.10 DN 2 S1.10 NO. DESCRIPTION Revisions: DATE WEST GRANDSTAND STRUCTURAL REPAIR PLANS: N • • 1/S2.01 REPAIR PLAN - BELOW STANDS 2/S2.01 REPAIR PLAN - ABOVE STANDS N 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS TRUE NORTH PLAN NORTH 4315 GUADALUPE ST AUSTIN, TX 78751 PHONE: (512) 499 0919 WWW.STRUCTURESTX.COM FIRM NO.: F-3323 STRUCTURES OVERALL SCOPE PLAN S1.00 M A 5 2 : 0 2 : 0 1 4 2 0 2 / 8 / 5 t v r . l a r t n e C _ R T S _ k r a P e s u o H _ D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P I - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o u A t DN DN XE DN XF XG XH THE WEST GRANDSTAND HAS BEEN CHECKED FOR FLOOD AND SWAY LOADING IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE AND FOUND TO BE IN COMPLIANCE. SEE STRUCTURAL NOTES FOR BASIS OF DESIGN CHECKS. 1 OVERALL SCOPE PLAN 1/16" = 1'-0" 05/10/2024S1 1 2 3 3.2 4 5 6 7 20' - 1" 17' - 9 1/2" 2' - 0" 11' - 10" 8' - 1" 12' - 8" 9' - 1" 4' - 3" 3' - 2 5/8" SA SA.1 SB " 4 " 4' - 3 3 S6.02 " 1 5' - 1 " 1' - 0 P 2 4 7 5'- 0 " P 2 4 7 5'- 0 " H S S 8 X 8 X 3/8 B P "C" (481'-5 1/2") H S S 8 X 8 X 3/8 B P "C" (481'-5 1/2") 10' - 11" P 1 4 7 5'- 0 " 1 S5.30 21' - 10" 5' - 0" H S S 8 X 8 X 3/8 B P "C" (481'-5 1/2") 0 ° 0 1.0 7 P 2 4 7 2'- 0 " EJ 4 S6.02 2 S5.30 5 S3.00 5 S3.01 TYP. 4 S3.01 10' - 11" P 2 4 7 5'- 0 " H S S B P " B " ( 6 X 6 X 4 8 1'- 3 / 8 5 1 / 2 " ) 1" (CL OF COL) P 2 4 7 5'- 0 " H S S 8 X 8 X 3/8 B P "B" (481'-5 1/2") 5 S3.01 SIM. 1' - 0" 3' - 1 7/8" S2 CONTRACTOR SHALL SUBMIT PROPOSED JOINT LAYOUT FOR ALL SITE WALLS PER 2,3, AND 4 ON S3.02 FOR REVIEW AND APPROVAL S3 29' - 11" 6 S3.02 " 8 " 4' - 0 " 8 17' - 8 1/8" 8' - 8 1/8" 8 3/4" " 4' - 2 5/8 0" 1 2 S6.01 " 4' - 6 5/8 0" 1 W 12 X 65 B P "A" 3 S3.01 WORKING POINT 3 S3.01 1 S6.01 P 2 4 7 2'- 0 " W 12 X 65 B P "A" TYPICAL AT ISOLATED COLUMN 2 S3.01 P 1 4 7 2'- 0 " W 12 X 65 B P "A" P R E-F A B C A N O P Y C O L. B Y O T H E R S P R E-F A B C A N O P Y C O L. B Y O T H E R S P R E-F A B C A N O P Y C O L. B Y O T H E R S P R E-F A B C A N O P Y C O L. B Y O T H E R S P R E-F A B C A N O P Y C O L. B Y O T H E R S P R E-F A B C A N O P Y C O L. B Y O T H E R S " 8 " 0 - ' 4 " 0 1 " 8 - ' 4 " 0 1 " 0 - ' 1 P 1 4 7 2'- 0 " W 12 X 65 B P "A" " 0 - ' 5 " 3 - ' 1 " 0 - ' 1 W ( 5 ) C / # 9 V O R N E E R R C T . E L L S B P "A" (481'-5 1/2") 5' - 2 3/8" TOC = W 12 X 65 482' - 0" 7 5/8" EJ " 8 / 7 2 - ' 1 P 1 472'-0" (5) C O R N E R C E LLS W / #9 V E R T. P 1 472'-0" " 0 - ' 1 W 1 2 X 6 5 B P " A " ELEVATOR SHAFT 8' - 6" TOC = 477' - 0" " 4 / 1 5 - ' 7 1' - 2 7/8" SEE PLAN NOTE 5 DELEGATED DESIGN STAIR BY OTHERS 1 S3.02 P 1 472'-0" " 3 - ' 1 " 0 - ' 1 W 1 2 X 6 5 B P " A " 7 S3.02 P 2 4 7 2'- 0 " W 12 X 65 B P "A" " 3 - ' 1 3 " 0 - ' 1 S3.01 1 S6.02 161.000° " 8 / 5 0 - ' 1 EJ " 1 1 " 8 / 7 3 - ' 7 SEE PLAN NOTE 5 P 1 4 7 2'- 0 " 11 1/2" 1 S3.03 P 1 472'-0" 7 5/8" W ( 5 ) C / # 9 V O R N E E R R C T . E L L S W ( 5 ) C / # 9 V O R N E E R R C T . " 8 / 7 2 - ' 1 P 1 472'-0" E L L S 4 7 P 1 2'- 0 " 2 S3.03 1 2 X 6 5 B P " A " 2' - 6 3/8" 2' - 0" 8" 7 5/8" 8' - 6" 5' - 6 5/8" 10' - 11 3/4" 1' - 2 7/8" 8' - 2 1/16" 8' - 2 1/16" TOC AT COLUMN WRAP = 482' - 0" (TYP) W W W W W 1 2 X 6 5 B P " A " P 1 472'-0" 1 2 X 6 5 B P " A " P 1 472'-0" 1 2 X 6 5 B P " A " P 2 472'-0" 1 2 X 6 5 B P " A " P 2 4 7 2'- 0 " W 12 X 65 B P "A" P 2 4 7 2'- 0 " W 12 X 65 B P "A" P 1 4 7 2'- 0 " W 12 X 65 B P "A" TYPICAL AT ISOLATED COLUMN 2 S3.01 P 1 4 7 2'- 0 " W 12 X 65 B P "A" P 1 4 7 2'- 0 " W 12 X 65 B P "A" EXISTING CONCRETE COLUMN TO REMAIN - TYP EXISTING CONCRETE COLUMN TO REMAIN - TYP 3 S6.01 3 S3.01 16' - 0" (FV) 9' - 0 3/8" (FV) 6' - 11 5/8" (FV) 13' - 1 3/8" (FV) 14' - 10 7/8" (FV) 8' - 1" 6' - 2 7/8" (FV) 6' - 5 1/8" (FV) 9' - 1" 5 7/8" (FV) X4 X5 1 X6 5 X10 6 7 X11 EXISTING CONCRETE COLUMN TO REMAIN - TYP 2' - 10 5/8" (FV) 2 X7 4 7/8" (FV) 9' - 7 7/8" (FV) 1' - 7 1/8" (FV) 3 X8 3.2 2' - 2 1/8" (FV) X9 4 SC A B D XA " 0 - ' 0 1 " 6 - ' 3 2 " 1 1 - ' 3 M A 7 2 : 0 2 : 0 1 4 2 0 2 / 8 / 5 t v r . l a r t n e C _ R T S _ k r a P e s u o H _ D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P I - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o u A t 1 FOUNDATION PLAN 1/4" = 1'-0" NOTE: 1. SEE 1/S3.01 FOR PIER SCHEDULE. 2. SEE 1/S5.00 FOR BASEPLATE SCHEDULE. 3. ALL CMU WALLS ARE TYPE M1 U.N.O. ON PLAN. SEE S4.00 FOR SCHEDULE. 4. SEE RETAINING WALL SECTIONS FOR T.O. FOOTING AND T.O. WALL ELEVATIONS RELATIVE TO CIVIL PAVING / GRADING. VERIFY ALL ELEVATIONS WITH CIVIL DRAWINGS. 5. VERTICAL CONTROL JOINTS SHALL NOT BE PERMITTED IN CMU WALLS. ALL CMU DOWELS SHALL BE CAST IN PLACE PER DETAIL 5/S4.00 (POST INSTALLING DOWELS IS NOT ACCEPTABLE). 6. BOTTOM OF BASEPLATE ELEVATION AT STEEL COLUMNS SHALL BE 474'-1 1/2" U.N.O. 7. DELEGATED STAIRS SHALL BE FRAMED & SUPPORTED OFF OF THE STEEL BUILDING STRUCTURE. STAIR FRAMING SHALL NOT ATTACH TO GROUND SUPPORTED ELEMENTS, SUCH AS SITE WALLS, THAT ARE NOT PIER SUPPORTED. . 3 7 5 1 7 8 4 3 1 7 . : f 3 8 5 1 . 7 8 4 . 3 1 7 : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 . 3 5 4 6 4 2 2 0 1 2 . : f 2 3 0 6 . 4 2 2 . 0 1 2 : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 . 1 4 4 7 8 7 4 2 1 5 . : f 6 8 2 7 . 8 7 4 . 2 1 5 : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S S T N E M E V O R P M I I M U D A T S K R A P E S U O H , 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 K P E S H 4 3 0 0 - 1 2 . D . S . I N I T S U A A B D XA " 0 - ' 0 1 " 6 - ' 3 2 ) V F ( " 1 1 - ' 3 NO. DESCRIPTION Revisions: DATE N N TRUE NORTH PLAN NORTH 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS 4315 GUADALUPE ST AUSTIN, TX 78751 PHONE: (512) 499 0919 WWW.STRUCTURESTX.COM FIRM NO.: F-3323 STRUCTURES FOUNDATION PLAN S1.01 05/10/20241 2 3 3.2 4 5 6 7 20' - 1" 17' - 9 1/2" 2' - 0" 19' - 11" 12' - 8" 9' - 1" PRE-FAB CANOPY AND ATTACHMENT TO STRUCTURE BY OTHERS ELEVATOR SHAFT DELEGATED DESIGN STAIR BY OTHERS " 6 - ' 3 8 4 = S O T ) / V S L ( 8 3 X 6 X 2 1 S S H " 0 - ' 3 9 4 = S O T ) V S L ( 8 / 3 X 6 X 6 S S H 1 S6.02 S1 1" (CL OF BEAM) R) E G RIN T F S L O " (C 1 21' - 10" S2 9' - 4 7/8" S3 SA SA.1 SB " 4 " 4' - 3 SC " 1 5' - 1 R) E G RIN T F S L O " (C 1 " 0 - ' 0 1 3 S6.02 V) S 8 1/4" 3/8 (L 7' - 0' - 4 8 S = 4 1 " X 6 X 2 1 S S H O T HSS12X6X3/8 (LSV) TOS = 487' -9 1/8" C = O T 7 1/8" 7' - 8 4 3/8 X 6 X 6 S S H 1 1/8" 7' - 8 S = 4 O T HSS12X6X3/8 (LSV) TOS = 487' -9 1/8" 2 S5.30 HSS12X6X3/8 (LSV) TOS = VARIES HSS12X6X3/8 (LSV) TOS = VARIES HSS12X6X3/8 (LSV) TOS = VARIES HSS12X6X3/8 (LSV) TOS = VARIES 1 S5.30 HSS12X6X3/8 (LSV) TOS = 494' -1 5/8" O T 3/8 X 6 X 6 S S H 5 5/8" HSS6X6X3/8 3' - TOS = 493' -5 5/8" 9 S = 4 C = 1 5/8" O T 1 3' - HSS12X6X3/8 (LSV) 9 4 TOS = 494' -1 5/8" X 6 X 2 1 S S H O T X 6 X 2 1 S S H V) S O T 1 5/8" 3/8 (L 4' - 9 S = 4 A B C D XA M A 8 2 : 0 2 : 0 1 4 2 0 2 / 8 / 5 t v r . l a r t n e C _ R T S _ k r a P e s u o H _ D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P I - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o u A t " 0 - ' 6 1 " 6 - ' 7 ) V F ( " 1 1 - ' 3 EXISTING CONCRETE COLUMN TO REMAIN - TYP 1 MECHANICAL LEVEL FRAMING PLAN 1/4" = 1'-0" NOTES: 1. ALL EXTERIOR CONCRETE FLOORS TO BE PROTECTED WITH A TRAFFIC COATING. REF ARCH FOR ADDITIONAL INFO. 2. COMPOSITE BEAMS INDICATED AS W12X19 (X)** REQUIRE 4" HEADED STUDS IN LIEU OF TYPICAL LENGTH STUDS IN LOCATIONS WITH SLAB DROPS. 3. TOS ELEVATION TO BE COORDINATED WITH DELEGATED STAIR DESIGN. BEAM IS DROPPED TO ALLOW STAIR LANDING FRAMING OVER AND ATTACH TO THE TOP FLANGE. 4. INDICATES MOMENT CONNECTION. SEE TYPICAL DETAILS. 5. INDICATES BRACE FRAME. SEE S6 SERIES. 6. INDICATES EXTENT OF VENTED FLOOR SYSTEM. VENTED FLOOR SYSTEMS SHALL UTILIZE NON- COMPOSITE 1.3CV DECK. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. V) S 1 5/8" 3/8 (L 4' - 9 S = 4 4 S6.02 ° 0 0 0 . 9 1 19.000° 0 ° 0 1.0 7 6 S5.11 7 1 . 0 0 0 ° " 4 / 3 1 1 = D O E 2 S6.01 W14X22 HSS12X6X3/8 (LSV) TOS=483'-6" 1 S6.01 9 1 X 2 1 W " 6 - ' 3 8 4 = S O T ) / V S L ( 8 3 X 6 X 2 1 S S H EOD = 11 1/8" " 4 / 3 6 - ' 0 1 " 8 / 1 4 - ' 0 1 " 8 / 1 7 - ' 2 6 S5.11 EOD = 1' - 2" 9 1 X 2 1 W W10X15 @ 3' - 6" O.C. - MAX. DOAS-1 2,500 LBS. W14X26 W10X15 @ 3' - 6" O.C. - MAX. METAL GRATING - SEE STRUCTURAL NOTES CU-1-1 300 LBS. CU-1-2 300 LBS. 5 3 X 8 1 W W14X26 T.O. GRATING = 493' - 0" 5 3 X 8 1 W 6 S5.11 CU-2-1 300 LBS. CU-2-2 300 LBS. W10X15 @ 3' - 6" O.C. - MAX. HP-2-3 125 LBS. W14X22 " 8 = D O E HSS12X6X3/8 (LSV) TOS=493'-0" HSS12X6X3/8 (LSV) TOS=483'-6" 3 S6.01 6 S5.11 16' - 0" (FV) 9' - 0 3/8" (FV) 6' - 11 5/8" (FV) 13' - 1 3/8" (FV) 14' - 10 7/8" (FV) 9' - 7 7/8" (FV) 2' - 2 1/8" 8' - 1" 6' - 2 7/8" (FV) 6' - 5 1/8" (FV) 9' - 1" 5 7/8" (FV) 2' - 10 5/8" (FV) 1' - 7 1/8" (FV) 4 7/8" (FV) X4 X5 1 X6 2 X7 3 X8 3.2 X9 4 5 X10 6 7 X11 EXISTING STRUCTURE TO REMAIN EXISTING CONCRETE COLUMN TO REMAIN - TYP . 3 7 5 1 7 8 4 3 1 7 . : f 3 8 5 1 . 7 8 4 . 3 1 7 : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 . 3 5 4 6 4 2 2 0 1 2 . : f 2 3 0 6 . 4 2 2 . 0 1 2 : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 . 1 4 4 7 8 7 4 2 1 5 . : f 6 8 2 7 . 8 7 4 . 2 1 5 : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S S T N E M E V O R P M I I M U D A T S K R A P E S U O H , 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 K P E S H 4 3 0 0 - 1 2 . D . S . I N I T S U A A B C D XA " 0 - ' 0 1 " 0 - ' 6 1 " 6 - ' 7 ) V F ( " 1 1 - ' 3 NO. DESCRIPTION Revisions: DATE N N TRUE NORTH PLAN NORTH 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS 4315 GUADALUPE ST AUSTIN, TX 78751 PHONE: (512) 499 0919 WWW.STRUCTURESTX.COM FIRM NO.: F-3323 STRUCTURES MECH MEZZANINE FRAMING PLAN S1.02 05/10/2024