Item 2C River Street Pt. 2 — original pdf

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UNPAVED HEAVY DUTY FRAME AND LID SPL WW-622 TOP FLUSH WITH FINISHED GRADE PAVED* No. 5 BARS AT MID-DEPTH TYP. 2" TO 4" 18" TYP. 0.5" x 5" REDWOOD CONTROL JOINT TYP. 5" CONCRETE PAVEMENT (1) CLOSED PICKHOLE 4" SHARP FACE 1 1 GOTHIC L # E D O M O. D N O R P R X Y / Y A O / D M B 5 3 L 8 C 4 M A T S A SEWER TOP VIEW GRASS OR EXIST. SURFACE 1 1 16" 11 13 16" DIA. 1 1 8" 1 3 8" 6" PVC THREADED CAP COMPACTED NATURAL GROUND 6" PVC PIPE 6" PVC ADAPTER COMPACTED NATURAL GROUND 3 4" 2" SECTION 5 8" - 11 x 3" LG S.S. HEX BOLT (1 REQ'D) 5 8" S.S. FLAT WASHER AND RUBBER WASHER 5/8" HEX S.S. NYLOCK NUT BRONZE LOCK LUG (1 REQ'D) 5/8" HEX S.S. JAM NUT CLEAN-OUT LID 3 4" PICKHOLE DETAIL 13 3 16" DIA. 12" DIA. 10 5 8" DIA. 1 1 8" SUBGRADE 3" MIN. " 9 3 4" x 1.5' SMOOTH DOWELS 2 ON EACH SIDE, EQUALLY SPACED. GREASE ONE END. ALL DOWELS TO BE INSTALLED STRAIGHT AND LEVEL. ℄ * CLEAN-OUTS MAY NOT BE PLACED IN PAVED AREAS - I.E. SIDEWALKS, DRIVEWAYS, OR PARKING LOTS, AND MUST BE LOCATED A MINIMUM OF 6" FROM ALL PAVED AREAS. BOTTOM VIEW PAVEMENT CURB & GUTTER THE AREA THREE FEET (3') AROUND THE FIRE HYDRANT SHALL BE CLEAR OF ALL OBSTRUCTIONS GREATER THAN SIX INCHES (6") ABOVE FINAL GRADE. FIRE HYDRANT TO BE SET PLUMB 18" MIN. FACE OF CURB TO STEAMER NOZZLE COMPACTED BASE 6" GATE VALVE AND CASTING SEE STD. DETAIL 511-AW-01 SEE CONNECTION OPTIONS BELOW " 8 1 H T P E D Y R U B . X A M ' 5 - . I N M ' 4 6" DI CLASS 350 OR C900 PVC PIPE (TYP.) SEE INSTALLATION TYPES 2" MIN. 8" MAX. GROUNDLINE GROOVE SEE NOTE 2 GRAVEL DRAIN SEE NOTE 4 . I N M " 4 2 . I N M " 2 1 RESTRAINED JOINTS (TYP.) SEE NOTE 3 WATER MAIN THRUST BLOCKING REQUIRED FOR PIPE SIZE AND SOIL CONDITION 12"x12''x4" CONCRETE BLOCK, CLASS A 24" MIN. CONNECTION TO MAIN SIDE VIEW 6" FLG. TEE 6" SWIVEL TEE (F.H. TEE) MJxMJ ADAPTER SPL WW-27B 6" MJ TEE NOTES: 1. SUB-GRADE SHALL BE COMPACTED AS PER STD. SPEC. 201S, SUB-GRADE PREPARATION. 2. REINFORCING STEEL SHALL MEET ITEM 406S, REINFORCING STEEL. 3. CONCRETE SHALL MEET ITEM 403S CLASS "A". 4. ALL PVC SHALL BE SDR 26. CLEAN-OUT FRAME AND LID P R O D N O 7 8" DIA. HANDLING HOLE M O /DA /YR X TOP VIEW 5 8" B 5 3 L C 48 A M AST 1" 7 8" 3 8" 13 13 16" DIA. 18" DIA. SECTION CLEAN-OUT FRAME " 8 5 8" CITY OF AUSTIN AUSTIN WATER RECORD COPY SIGNED BY KATHI L FLOWERS WASTEWATER CLEAN-OUT FRAME AND LID WASTEWATER CLEAN-OUT FRAME AND LID 05/18/2016 DATE THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 520-AW-03 1 OF 2 05/18/2016 DATE THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 520-AW-03 2 OF 2 CITY OF AUSTIN AUSTIN WATER RECORD COPY SIGNED BY KATHI L FLOWERS 6" FLG x MJ GATE VALVE OPTION 1 CITY OF AUSTIN AUSTIN WATER RECORD COPY SIGNED BY KATHI L FLOWERS 6" DI CLASS 350 OR C900 PVC PIPE (TYP.) FIRE HYDRANT BARREL 1' MIN. FROM BACK OF CURB TO EDGE OF VAULT CURB & GUTTER 50MM (2") 50mm (2") SEE NOTE 7 6" DI CLASS 350 PIPE (TYP.) 50mm (2") 1m (42") FIRE HYDRANT BARREL 50mm (2") 6" PRV FLOW 25mm (1") PLACE POLY-WRAP FILM BETWEEN PVC AND CONCRETE TO PREVENT ADHESION. NON-SHRINK GROUT REFER TO STANDARD DETAIL 503S-3W 600mm (24'') BOLTED AND GASKETED RING & COVER NO MORE THAN 2 BENDS SHALL BE UTILIZED. BENDS SHALL BE 11 1 4°, 22 1 2°, OR 45°. RESTRAINED JOINTS (TYP.) SEE NOTE 3 INSTALLATION ON DEEP WATER MAIN I D E N A R T S E R ) . P Y T ( S T N O J I 3 E T O N E E S 6" DI CLASS 350 OR C900 PVC PIPE (TYP.) RESTRAINED JOINTS (TYP.) SEE NOTE 3 6"x45° BEND MJxMJ FIRE HYDRANT BARREL 6"x45° BEND MJxMJ 6" DI CLASS 350 OR C900 PVC PIPE (TYP.) 6"x90° BEND MJxMJ LAY AT 45° ANGLE TO HORIZONTAL FIRE HYDRANT BARREL 6" DI CLASS 350 PIPE (TYP.) 6" MIN. RESTRAINED JOINTS (TYP.) SEE NOTE 3 12" MIN. GRAVEL DRAIN. SEE NOTE 4 INSTALLATION ON WATER MAIN WITH PRESSURE REDUCING VALVE (PRV) NOTES: APPLICABLE TO ALL INSTALLATION TYPES. 1. NO PART OF A HYDRANT OR ITS NOZZLE CAPS SHALL BE WITHIN 6" OF ANY SIDEWALK OR PEDESTRIAN RAMP. ANY FIRE HYDRANT PLACED NEAR A STREET CORNER SHALL BE LOCATED OUTSIDE THE CURVE RADIUS AND A MINIMUM OF 4' FROM RAMPS. 2. ONE BARREL EXTENSION NOT EXCEEDING 2' LENGTH MAY BE INSTALLED DIRECTLY BELOW THE FIRE HYDRANT IN ORDER TO MEET THE REQUIRED BURY DEPTH OF 4' - 5'. BREAK AWAY BOLTS (SHOE TYPES) SHALL BE PROPERLY SPACED AND PLACED. FIRE LINE SHALL HAVE ALL JOINTS RESTRAINED FROM MAIN TO FIRE HYDRANT. JOINTS SHOWN MAY VARY. SEE SPL WW-27, WW-27A, AND WW-27B FOR RESTRAINT OPTIONS. 3. 4. BELOW EACH HYDRANT, A DRAINAGE PIT 24" IN DIAMETER AND 12" DEEP SHALL BE EXCAVATED AND FILLED WITH COMPACTED COARSE GRAVEL OR BROKEN STONE MIXED WITH COARSE SAND UNDER AND AROUND THE BOWL OF THE HYDRANT, AND TO A LEVEL 12" ABOVE THE HYDRANT DRAIN OPENING (SEE STD. SPEC. 510). THE HYDRANT DRAINAGE PIT SHALL NOT BE CONNECTED TO A SANITARY SEWER. THE DRAIN GRAVEL SHALL BE COVERED WITH FILTER FABRIC PER STD. SPEC. 620S. FOR PRV, GRAVEL SHALL EXTEND UNDER THE PRV VAULT 12" MIN. DEPTH UNDER THE VAULT AND 6" MIN. BEYOND VAULT. FOR FIRE HYDRANT LEADS AT A MAIN OUTLET LARGER THAN 6" DIAMETER, OUTLET SHALL BE FLANGED AND A FLG x FLG REDUCER SHALL BE INSTALLED DIRECTLY ON THE OUTLET. 5. 6. WRAP 8 MIL. POLY-FILM WRAP ON ALL BURIED PIPE AND FITTINGS. 7. FOR HYDRANTS WITH PRV: CLASS III RCP VAULT 60" MIN. I.D. WITH REINFORCED PRECAST CONCRETE LID (AASHTO H-20 LOADING) WITH COA FRAME AND 32" COVER WITH LETTERING MODIFIED FOR WATER. 1mx1m (42"x42") CONCRETE PAD 600mm (24") PIPE 1m (42") MIN. (2) 75mm (3") GRADE RINGS 4.2m (14') 600mm (24") PVC PIPE PER SPL WW-227A 600mm (24'') FITTING SPL 146B W / INVERTED BOTTOM SIZE VARIES FROM 150mm TO 250mm (6" TO 10") OUTLET NON-SHRINK GROUT ALL AROUND 1m x 1m (42"x 42") CONCRETE PAD, 200mm (8") THICK CLASS A 3000 PSI WITH 15M (#5) BAR BACKFILL CONSISTING OF 95% COMPACTION OR CONTROLLED LOW STRENGTH MATERIAL ITEM 402S SIZE VARIES FROM 100mm TO 200mm (4" TO 8") INLET 150mm (6") COARSE AGGREGATE LAYER TO EXTEND 300mm (12") ALL AROUND CLEANOUT 6" MJ x MJ GATE VALVE 6" MJ x MJ GATE VALVE BACK VIEW OPTION 2 OPTION 3 INSTALLATION ON DEEP WATER MAIN WITH 90° BEND RESTRAINED JOINTS (TYP.) SEE NOTE 3 18" MIN. OF 6" DI CLASS 350 OR C900 PVC PIPE (TYP.) 6" DI CLASS 350 OR C900 PVC PIPE (TYP.) 6"x90° BEND MJxMJ LAY AT 45° ANGLE TO HORIZONTAL FIRE HYDRANT FIRE HYDRANT FIRE HYDRANT 05/18/2016 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 511-AW-02 1 OF 3 05/18/2016 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 511-AW-02 2 OF 3 05/18/2016 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 511-AW-02 3 OF 3 CITY OF AUSTIN AUSTIN WATER RECORD COPY SIGNED BY KATHI L FLOWERS CITY OF AUSTIN AUSTIN WATER RECORD COPY SIGNED BY KATHI L FLOWERS 300mm (12") 300mm (12") FOUNDATION NOTE: 1. CLEAN OUT FOUNDATION SHALL MEET OR EXCEED STD, SPEC 506.5B. CITY OF AUSTIN AUSTIN WATER UTILITY RECORD COPY SIGNED BY KATHI L FLOWERS 08/31/2011 LARGE DIAMETER CLEANOUT THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 506S-14 C7 LID PAVED C6 PAVING FRAME VALVE CASTING VALVE STEM EXTENSION C5 VALVE BOOT 3" - 5" CLEARANCE 3" - 5" CLEARANCE MIN. 1 4 - MAX. 1 2 OF PIPE O.D. " 2 1 " 2 1 * 16"x16"x4" MIN. CONCRETE BLOCK MAY BE USED FOR VALVES SMALLER THAN 12". VALVE TO SIT ON TOP OF BLOCK VERTICAL VALVE CONCRETE CRADLE. MIN. 2000 P.S.I., CLASS B PER STD. SPEC. 403S OR BETTER.* UNDISTURBED SOIL OR COMPACTED NATURAL GROUND HORIZONTAL VALVE ONLY TO BE USED WHEN CALLED OUT ON THE DRAWINGS. NOTES: 1. WELD SOCKET 21 OPERATING NUT, [SCH. 80 FOR LENGTHS OVER 10'.] 2'' x 2'' DEEP TO 1'' SCH. 40 CARBON STEEL ROUND STEM EXTENSION, FITTED ON 2. VALVE CASTING SHALL BE 6" DI PIPE WITH BELL OR COLLAR CENTERED OVER VALVE BOOT. 3. NUT AT TOP OF VALVE EXTENSION ROD SHALL BE SQUARE 2'' LONG WELDED TO TOP OF ROD. 4. VALVE STEM EXTENSIONS ARE REQUIRED ON ALL VALVES THAT EXCEED 3' DEEP FROM FINISHED GRADE. VALVE EXTENSIONS SHALL BE PLACED SUCH THAT THE EXTENSION NUT IS BETWEEN 12" AND 18" FROM FINISHED GRADE. RECLAIMED WATER: ALL RECLAIMED PVC PIPE SHALL BE MANUFACTURED PURPLE PIPE. HDPE PIPE SHALL BE MANUFACTURED WITH PURPLE STRIPES. ALL OTHER PIPE AND APPURTENANCES SHALL BE MANUFACTURED PURPLE IF AVAILABLE. ALL PIPE AND FITTINGS THAT ARE NOT AVAILABLE FROM THE MANUFACTURER IN PURPLE SHALL BE PAINTED PURPLE PER SPL WW-3C. ALL BURIED DI AND CI PIPE AND FITTINGS SHALL ALSO BE WRAPPED IN PURPLE POLYETHYLENE PER SPL WW-27D. ALL COVERS SHALL HAVE "RECLAIMED WATER" CAST INTO THEM. A B A , S E L O H 4 , . I A D " 6 1 7 E G N A L F N O D E R E T N E C RECLAIMED WATER VALVE USA B TOP VIEW 7 1 4" SQ P R A H S " 2 1 I C H T O G E C A F 2" 1 " 4 3 2 1 2" 1 2" 2" 2 1 2" 6 1 4" A - A 1 2" 1" " 4 3 2 " 4 1 0 1 1 1 8" A 1 2" W W TOP VIEW TOP VIEW 1" " 5 3 16" 1 1 4" 1" " 4 " 6 1 5 1 4 Ø 7 3 4" Ø 7 1 8" Ø 6" 8" 7 1 2" 5 1 2" Ø 8 1 2" Ø 8" Ø 7 3 8" Ø 6" 1 2" 3 8" Ø 7 1 4" Ø 7 7 8" Ø 11 1 2" 1" R (TYP.) 2" 1" " 2 1 4 TOP VIEW 9 7 8 3 7 3 8" SQ 8" SQ 8" SQ 6 1 4" SQ 3 8" 3 8" 3 8" Ø 7 3 8" Ø 11 1 4" Ø 9 1 2" Ø 8 1 2" Ø 8" Ø 7 1 8" Ø 6" C7 LID* (IN PAVEMENT) C6 PAVING FRAME (PAVEMENT ONLY) B - B RECLAIMED LID RECLAIMED FRAME 10" 11" TOP VIEW NOTES: " 2 1 " 4 1 8 " 7 " 4 1 2" " 2 1 2 3 1 2" C5 VALVE BOOT SEE NOTE 4 1 2" 2" 2" Ø 7 1 Ø 8 1 20" 3 4" WEIGHTS: 1. MATERIAL SHALL BE GRAY CAST IRON, ASTM A48, GRADE 30B. 2. THE MANUFACTURER'S IDENTIFICATION AND CASTING NUMBER, AND THE COUNTRY WHERE CAST, SHALL BE DISTINCTLY CAST ONTO EACH LID, FRAME, COLLAR AND BASE. 3. DRAFT AND SHRINKAGE ALLOWANCE SHALL BE IN ACCORDANCE WITH NORMAL FOUNDRY PRACTICE. C7 LID: 13 LBS RECLAIMED LID: 15 LBS C6 FRAME: 23 LBS RECLAIMED FRAME: 33 LBS C5 BASE: 78 LBS 4. CASTING FINISH BY MANUFACTURER SHALL INCLUDE REMOVAL OF FINS AND FLASHING, AND PAINT WITH BLACK ASPHALT COATING. * LETTERING SHALL BE 1 1 2" 2 PICK BAR SLOTS REQUIRED FULL DEPTH CONCRETE & UNPAVED AREAS CONCRETE & H.M.A.C. NOTES (CON'T): SAW CUT PAVED SURFACES ALL AROUND EXIST. HMAC OR GROUND H T P E D I S E R A V . I N M " 9 . I T S X E E S A B 3'x3' MIN. CONC. PAVEMENT PATCH ITEM 403S CLASS "A" CONCRETE #5 BARS @ MID-DEPTH C-6 PAVING FRAME C-7 LID SEE NOTE 10 PROPOSED HMAC DEPTH 1 2" - 2" SEE NOTE 8 . I T S X E E S A B H T P E D I S E R A V . I N M " 9 1 1 E T O N 9. 8. PAVING FRAME SHALL BE FLUSH WITH THE CONC. PAD AND PLACED 1 2" - 2" ABOVE RISER PIPE (FRAME SHALL NOT REST ON RISER.) IN UNPAVED AREAS, INSTALL ONE DELINEATOR STAKE IMMEDIATELY ADJACENT TO THE EDGE OF THE CONCRETE PAD. DELINEATOR SHALL BE BLUE FOR POTABLE WATER AND PURPLE FOR RECLAIMED WATER AND SHALL EXTEND AT LEAST 60" ABOVE GROUND. DELINEATORS SHALL HAVE 2" WIDE, WHITE IN COLOR, TYPE I REFLECTIVE TAPE MOUNTED DIAGONALLY AT 12" SPACING ON BOTH SIDES. 10. VALVE SHALL TYPICALLY BE CENTERED IN CONCRETE DIAMOND BUT MAY BE OFFSET WITH A MIN. OF 12" FROM CENTER OF VALVE LID TO EDGE OF CONCRETE IN ALL DIRECTIONS. 11. MIN. TOTAL DEPTH OF ASPHALT PLUS CONC. IS 9" AND MIN. DEPTH OF CONC. PAD SHALL BE 5" TEMP. GRADE FINAL GRADE FRAME & LID SUB-GRADE/ TRENCH BACKFILL SEE NOTE 1 OPTIONAL PAVED AREAS BACKFILL SEE NOTE 4 BOTTOM OF SUB-GRADE 1 2" - 18" 12" VALVE RISER COLLAR SEE NOTE 2 NOTES: ℄ SECTION A - A 1. SUB-GRADE/TRENCH BACKFILL SHALL BE COMPACTED AS PER ITEM 201S, SUB-GRADE PREPARATION. AND PIPE BELOW SUB-GRADE 2. TO ADJUST VALVE CASTINGS TO FINAL GRADE, REMOVE RISER INSTALL APPROPRIATE LENGTH OF NEW RISER PIPE TO ACHIEVE FINAL GRADE. CONNECT THE TWO PIECES OF RISER PIPE WITH A 6" COLLAR MIN. 12" LENGTH APPROXIMATELY CENTERED ON THE JOINT WITH THE TOP OF SLEEVE LOCATED 1 2" - 18" BELOW SUB-GRADE. THE INSIDE "LIP" OF COLLAR TO BE PAINTED WITH FLUORESCENT WHITE PAINT OR COVERED WITH FLUORESCENT WHITE TAPE. ALTERNATE: FOR OPTIONAL SINGLE PIECE RISER INSTALLATION SEE SHEET 4 OF 4. 3. CLEAN VALVE BOX OF ALL DEBRIS DOWN TO THE NUT OF THE VALVE; NUT SHALL OPERATE WITH NO OBSTRUCTION. 4. WHERE CASTINGS TO BE REMOVED REQUIRE EXCAVATION GREATER THAN 20" DEEP, CONTRACTOR MAY ELECT TO FILL EXCAVATION WITH CONTROLLED LOW STRENGTH MATERIAL (SPEC. ITEM 402S) TO THE UNDERSIDE OF THE CONCRETE. PAVEMENT PATCH IN LIEU OF COMPACTED BACKFILL. 5. REINFORCING STEEL SHALL MEET SPEC. ITEM 406S.7. 6. NO MORE THAN 2 SECTIONS OF PIPE SHALL BE USED FROM VALVE TO FINAL GRADE. 7. BELL AND SPIGOT IS ACCEPTABLE FOR DEPTH OVER 18'. I C F F A R T F O N O T C E R D I I 8" 8" Ø 8 1 Ø 7 1 2" 2" 1 1 Ø 6" " 4 3 5 " 4 3 5 Ø 6" 1 2" TOP VIEW COLLAR * 12" VALVE RISER COLLAR * 12" COLLAR: 39 LBS CONCRETE PAD 3" CLEAR A A 18" TYP. 9" TYP. VALVE BOX #5 BARS @ MID-DEPTH OF CONCRETE - 4 SIDES (TYP.) PLAN VIEW TYPICAL GATE VALVE 4" - 16" CONC. PAD PLUG/COVER TO PROHIBIT DEBRIS FROM ENTERING 8" DR 18 PVC PIPE TEMP. GRADE REMOVE PVC PLUG/COVER & INSERT NEW ONE PIECE RISER INSIDE PVC PIPE AND SEAT IN VALVE BOOT 8" DR 18 PVC PIPE TO REMAIN IN PLACE C5 VALVE BOOT STEP 1 TEMP. GRADE FRAME & LID STEP 2A - RAISE TO FINAL GRADE C5 VALVE BOOT FINAL GRADE CONC. PAD 8" DR 18 PVC PIPE TO REMAIN IN PLACE CUT & REMOVE PVC PIPE AND PLUG/COVER AND INSERT NEW ONE PIECE RISER INSIDE PVC PIPE AND SEAT IN VALVE BOOT CUT & REMOVE PVC PIPE TO BELOW CONC. PAD C5 VALVE BOOT STEP 2B - LOWER TO FINAL GRADE OPTIONAL ONE PIECE VALVE CASTING INSTALLATION CITY OF AUSTIN AUSTIN WATER RECORD COPY SIGNED BY KATHI L FLOWERS TYPICAL GATE VALVE 4" - 16" 05/18/2016 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 511-AW-01 4 OF 4 CITY OF AUSTIN AUSTIN WATER RECORD COPY SIGNED BY KATHI L FLOWERS TYPICAL GATE VALVE 4" - 16" TYPICAL GATE VALVE 4" - 16" 05/18/2016 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 511-AW-01 1 OF 4 05/18/2016 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 511-AW-01 2 OF 4 CITY OF AUSTIN AUSTIN WATER RECORD COPY SIGNED BY KATHI L FLOWERS CITY OF AUSTIN AUSTIN WATER RECORD COPY SIGNED BY KATHI L FLOWERS 05/18/2016 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 511-AW-01 3 OF 4 RECORD COPY SIGNED BY KATHI L FLOWERS 08/31/2011 DOMESTIC WATER F OPTIONAL DOMESTIC SERVICE ALLOWED ONLY BETWEEN VALVE A AND VAULT B. E N L I . I T M S E R O E N L Y T R E P O R P N L N N L R.O.W. OR ESMT. LINE " 4 " 4 K J I H F M 4" WATER MAIN E D C B A WATER SERVICE TAP PLAN VIEW R.O.W. OR ESMT. LINE M K J I 4" H " 2 1 - " 0 1 F OPTIONAL G G P I H E D C 1" PVC MALE ADAPTER O 5 8" METER = 7 3 4" 3 4" METER = 9" 1" METER = 11" WATER SERVICE TAP PROFILE VIEW ° 5 4 B A WATER MAIN 2" SERVICE CLAMP, SPL WW-264 2" CORPORATION STOP, SPL WW-68 2" HDPE WATER SERVICE TUBING, SPL WW-65 2" BALL VALVE, SPL WW-68 MATERIALS LIST: A. B. C. D. E. COPPER FLARE SINGLE SERVICE FITTING, SPL WW-68 COPPER FLARE DOUBLE SERVICE WYE, SPL WW-68 F. 1" SWIVEL NUT x 1" COMPRESSION 90° BEND, SPL WW-68 (OPTIONAL - NOT NEEDED IF MOUNTING BALL VALVE VERTICALLY UNDER ANGLE METER STOP) 1" HDPE WATER SERVICE TUBING, SPL WW-65 ANGLE METER STOP, SPL WW-68 G. H. BRASS METER BUSHING - SIZE AS NEEDED TO CONNECT ANGLE STOP TO METER MATERIALS TO BE INSTALLED BY PLUMBER: I. J. WATER METER PURCHASED FROM AUSTIN WATER K. BRASS WATER METER COUPLING MALE IPT x SWIVEL COUPLING NUT: 5 4" DIA. 2" LONG x 3 4" METERS: 8 1 2" LONG x 1" DIA. 8" AND 3 1" METERS: 8 1 PROPERTY OWNER'S CUT-OFF VALVE, SPL WW-276 L. M. METER BOX AND COVER, SPL WW-145A; FOR DUAL 1" METERS: USE TWO SINGLE METER BOXES N. PROPERTY OWNER'S VALVE BOX AND PO CUTOFF LID O. P. TEMPORARY METER SPACER (REQUIRED TO ASSURE METER WILL FIT APPROPRIATELY) 1" WOODEN DOWEL (SHOW ADDRESS ON DOWEL USING WATERPROOF MARKER) NOTES: 1. 2. 3. 4. 6. SERVICE CLAMP SHALL BE WRAPPED COMPLETELY WITH 8 MIL. POLYETHYLENE FILM, SPL WW-27D. BRANCH CONNECTIONS AND ALL ANGLE METER STOPS MUST BE INSTALLED PRIOR TO ANY METER INSTALLATION. TOP OF METER BOXES SHOULD BE 4" ABOVE GROUND. PIPING AND TUBING IN STREET RIGHT-OF-WAY SHALL BE BEDDED IN GRANULAR MATERIALS AS REQUIRED BY SECTION 510.3 (14) OF THE CITY OF AUSTIN STANDARD SPECIFICATIONS; BACKFILL ABOVE GRANULAR BEDDING AS REQUIRED BY SECTION 510.3 (25). 5. METER BOX MUST BE BEHIND CURB NEXT TO PROPERTY LINE OR EASEMENT AND OUT OF VEHICULAR TRAFFIC AREA AND SIDEWALK. BALL VALVE "D" SHALL NOT BE LOCATED UNDER SIDEWALK, CURB, OR PAVEMENT, AND NOT BE LOCATED MORE THAN 36" BELOW FINAL GRADE. 7. METER SIZES TO BE SHOWN ON PLANS. 8. METER BOX CUT OUTS SHALL NOT EXCEED TWO TIMES THE PIPE DIAMETER. 9. INSTALL METALLIC WARNING TAPE, SPL WW-597, MINIMUM 1' ABOVE TUBING FROM SERVICE SADDLE TO BALL VALVE "D". 10. TUBING SHALL BE PLACED IN A STRAIGHT ALIGNMENT AND ALLOWED TO RELAX AND "SNAKE" LOOSELY IN THE TRENCH. TUBING BEHIND CURB AND GUTTER SHALL BE INSTALLED WITH A MINIMUM 2' DEPTH OF COVER. 11. 1" TUBING, WHEN BENT, SHALL HAVE A RADIUS NO SMALLER THAN 3'. 2" TUBING, WHEN BENT, SHALL HAVE A RADIUS NO SMALLER THAN 5'. BRASS FITTINGS SHALL NOT BE CONNECTED TO A BENT SECTION OF TUBING. INSERT STIFFENERS FOR HDPE TUBING (PER SPL WW-65B) TO BE INSTALLED INSIDE TUBING AT ALL COMPRESSION FITTINGS. 12. 13. FOR RECLAIMED WATER SERVICES AND METERS, ALL RECLAIMED TUBING SHALL BE MANUFACTURED SOLID PURPLE, SPL WW-65A. ALL APPURTENANCES SHALL BE MANUFACTURED PURPLE IF AVAILABLE. ALL FITTINGS THAT ARE NOT AVAILABLE FROM THE MANUFACTURER IN PURPLE SHALL BE PAINTED PURPLE PER SPL WW-3C. ALL METER BOX COVERS SHALL BE PURPLE AND HAVE "RECLAIMED WATER" CAST INTO THEM, SPL WW-145A. CITY OF AUSTIN AUSTIN WATER RECORD COPY SIGNED JEFF A. KYLE WATER SERVICE & METER INSTALLATION - 1" & SMALLER METERS 11/07/2018 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 520-AW-01B 1 OF 2 CITY OF AUSTIN AUSTIN WATER RECORD COPY SIGNED JEFF A. KYLE WATER SERVICE & METER INSTALLATION - 1" & SMALLER METERS 11/07/2018 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 520-AW-01B 2 OF 2 NOTES: 1. NON-SHRINK GROUT SHALL NOT EXCEED 25 mm (1") IN ANY DIMENSION. 2. SUB-GRADE AND BASE MATERIALS SHALL BE COMPACTED ACCORDING TO ITEMS 201S AND 210S, RESPECTIVELY, OF THE CITY OF AUSTIN STANDARD SPECIFICATIONS. 3. REFER TO STANDARD 1100S-1 FOR REPAIRS AROUND MANHOLES. 4. SEE STANDARD 506S-4A FOR HDPE RING INSTALLATION (FOR USE IN PAVED AREAS ONLY). NOTES: REQUIREMENTS. FOR USE IN UNPAVED AREAS ONLY 1. 2. WHEN USED WITHIN 100-YEAR FLOODPLAIN, SEE DTL. 506S-6 FOR ADDITIONAL M.H. 3. DIMENSION B=150-300 mm (6"-12") FOR M.H. LOCATED IN 100-YR FLOOD PLAN. =50-300 mm (2"-12") FOR M.H. OUTSIDE 100-YR FLOOD PLAN. SP-2019-0465C 10 18 25-5 10-21-2019 112 JEREMY SALTILA CBD Final plat must be recorded by the Project Expiration Date, if applicable. Subsequent Site Plans which do not comply with the Code current at the time of filing, and all required Building Permits and/or a notice of construction (if a Building permit is not required), must also be approved prior to the Project Expiration Date. RECORD COPY SIGNED BY MORGAN BYARS 09/01/2011 NOTES: 1. STONE SIZE: 75-125 mm (3-5'') OPEN GRADED ROCK. 2. LENGTH: AS EFFECTIVE BUT NOT LESS THAN 15 m (50'). 3. THICKNESS: NOT LESS THAN 200 mm (8''). 4. WIDTH: NOT LESS THAN FULL WIDTH OF ALL POINTS OF INGRESS/EGRESS. 5. WASHING: WHEN NECESSARY, VEHICLE WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC ROADWAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE AND DRAINS INTO AN APPROVED TRAP OR SEDIMENT BASIN. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN, DITCH OR WATERCOURSE USING APPROVED METHODS. 6. MAINTENANCE: THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC ROADWAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND, AS WELL AS REPAIR AND CLEAN OUT OF ANY MEASURE DEVICES USED TO TRAP SEDIMENT. ALL SEDIMENTS THAT IS SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC ROADWAY MUST BE REMOVED IMMEDIATELY. 7. DRAINAGE: ENTRANCE MUST BE PROPERLY GRADED OR INCORPORATE A DRAINAGE SWALE TO PREVENT RUNOFF FROM LEAVING THE CONSTRUCTION SITE. 108" 5 6 1 11 2 3 4 7 8 9 10 72" 17 5 METER 20" 23" 24" 27" 1 2 3 4 6 LARGE METER INSTALLATIONS DIMENSIONS IN INCHES No. METER LINE CLEARANCE FROM VALVE WALL TO TEE FLANGED TEE COA GATE VALVE SQUARE NUT 3" X 4" FLANGED REDUCER (3" METER ONLY) 3" X 4" FLANGED REDUCER (3" METER ONLY) 7 FLANGED X PLAIN END DI PIPE + 8 RESTRAINED FLANGE COUPLING ADAPTER (RFCA) OR 7 FLANGE X DI PIPE + 8 DISMANTLING JOINT (DJ) 7+8 9 COA GATE VALVE SQUARE NUT 10 FLANGED TEE 11 CLEARANCE FROM INSIDE WALL TO TEE 12" 13" 9" 12" 13" 6" 16" 6" 16" 9" 10 1/2" 10 1/2" 15" 20" 17" 19" 16" 9" 13" 12" 9" 13" 12" 10 1/2" 10 1/2" 16" 6" 16" 6" 8" 13" 9" 7" 19" 7" 9" 13" 8" 8" 13" 9" 7" 17" 7" 17" 9" 13" 8" 9" 57" TOTAL (INCHES) 108.0" 108.0" 108.0" 108.0" 108.0" 108.0" BYPASS LINE 1 CLEARANCE FROM INSIDE WALL TO TEE 8" 8" 12" 12" 1/2 TEE 12 FLANGED 90° ELBOW 6 1/2" 6 1/2" 6 1/2" 6 1/2" 6 1/2" 6 1/2" 6 1/2" 6 1/2" 13 BYPASS GATE VALVE WITH HAND WHEEL 9" 9" 9" 10 1/2" 10 1/2" 14 FLANGED X PLAIN END DI PIPE + 15 RESTRAINED FLANGE COUPLING ADAPTOR (RFCA) OR 14 FLANGE X FLANGE DI PIPE + 15 DISMANTLING JOINT (DJ) 14+15 57" 49" 49" 53 1/2" 53 1/2" 6" 8" 8" 8" 8" 6" 6" 8" 8" 8" 8" 6" 11 CLEARANCE FROM VALVE WALL TO TEE 8" 8" 12" 12" TOTAL (INCHES) 108.0" 108.0" 108.0" 108.0" 108.0" 108.0" CLEARANCE FROM INSIDE WALL TO CENTER OF BYPASS LINE 17 23" 23" 23" 23" 20" 20" NOTES: 1. METER VAULT MUST BE PLACED AT THE PROPERTY LINE WITHIN PUBLIC RIGHT-OF-WAY OR WITHIN A DEDICATED WATER METER EASEMENT. METER SHALL NOT BE PLACED IN THE PATH OF VEHICULAR TRAFFIC INCLUDING ROADWAYS, DRIVEWAYS AND PARKING LOTS. METERS MAY NOT BE PLACED IN SIDEWALKS UNLESS SPECIFICALLY APPROVED BY AUSTIN WATER. METERS MUST BE ACCESSIBLE TO SERVICE VEHICLES AND SHALL NOT BE ENCLOSED WITHIN PROPERTY FENCES. 2. ALL PIPE AND FITTINGS FROM MAIN TO CUSTOMER VALVE SHALL BE RESTRAINED. 3. FACTORY NOTCHES WHERE PIPING GOES THROUGH VAULT WALL SHALL BE FILLED WITH NON-SHRINK GROUT PER SPL NO. WW-704A. 4.5' MIN. - 5.5' MAX. CLEAR 7" MIN. - 9" MAX. CLEAR 12" 18" 12" 16 FLANGED 90° ELBOW 1/2 TEE 6 1/2" 6 1/2" 6 1/2" 6 1/2" 6 1/2" 6 1/2" 6 1/2" 6 1/2" RECORD COPY SIGNED BY KATHI L FLOWERS 11/19/2015 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 520-AW-06 1 OF 2 RECORD COPY SIGNED BY KATHI L FLOWERS 11/19/2015 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 520-AW-06 2 OF 2 SP-2019-0465C 11 18 25-5 10-21-2019 112 JEREMY SALTILA CBD Final plat must be recorded by the Project Expiration Date, if applicable. Subsequent Site Plans which do not comply with the Code current at the time of filing, and all required Building Permits and/or a notice of construction (if a Building permit is not required), must also be approved prior to the Project Expiration Date. 600 mm (2') PROPERTY LINE PROPERTY LINE 1.2 m (4') EXPANSION JOINT SIDEWALK EXPANSION JOINT VARIES CONTROL JOINT 1.5 m (5') VARIES 600 mm (2') 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. 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. SIDEWALK SECTION CITY OF AUSTIN DEPARTMENT OF PUBLIC WORKS RECORD COPY SIGNED BY BILL GARDNER 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 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 R.O.W. FACE OF CURB SEE NOTE 10 G2 G1 D D G 2 -2% SLOPE (TYP.) 1G SLOPE 10% MAX. 2% MAX. 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% 1. 2. 3. 4. 5. 6. 7. 8. 9. 11. 12. 13. 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 03/26/08 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 432S-1 1 OF 3 03/26/08 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 432S-1 2 OF 3 03/26/08 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 432S-1 3 OF 3 SIDEWALK SIDEWALK CITY OF AUSTIN DEPARTMENT OF PUBLIC WORKS DEPARTMENT OF PUBLIC WORKS DEPARTMENT OF PUBLIC WORKS RECORD COPY SIGNED BY BILL GARDNER CITY OF AUSTIN DEPARTMENT OF PUBLIC WORKS DEPARTMENT OF PUBLIC WORKS RECORD COPY SIGNED BY BILL GARDNER 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 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 RECORD COPY SIGNED BY COUNG TRAN CLASS III STYLE BICYCLE PARKING 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 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. CITY OF AUSTIN DEPARTMENT OF PUBLIC WORKS FLEXIBLE BASE WITH ASPHALT SURFACE TRENCH REPAIR-EXISTING PAVEMENT 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 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 SP-2019-0465C 12 18 25-5 10-21-2019 112 JEREMY SALTILA CBD Final plat must be recorded by the Project Expiration Date, if applicable. Subsequent Site Plans which do not comply with the Code current at the time of filing, and all required Building Permits and/or a notice of construction (if a Building permit is not required), must also be approved prior to the Project Expiration Date. RESTAURANT TRASH HOLDING AREA UP V 11.6% 9.9% 12.7% 10.0% DELIVERY 1 2 10 BIKES 3 LOADING LOADING 10 x 40 V FF = 100' 452'-3" FF= 103'9" 456.0 V 15.6% 18.0% 13.2% 1 0 . 1 % 18.0% V 15.6% 11.6% % 9 . 6 13.2% 12.7% V V % 6 . 7 1 % 8 . 5 V V V 15.6% 11.6% % 9 . 6 13.2% 12.7% 10.0% 9.9% % 8 . 5 C 0 2 7 7 7 7 7 7 7 7 7 7 7 PARKING COUNT LEVEL 1 2 3 4 5 6 7 8 9 10 11 12 13 S 2 3 31 35 35 35 35 35 35 35 35 35 35 S: STANDARD C: COMPACT P: PARALLEL A: ADA P 0 4 0 0 0 0 0 0 0 0 0 0 1 5 A 1 1 2 2 2 2 2 2 2 2 2 2 0 TOTAL 3 10 40 44 44 44 44 44 44 44 44 44 43 TOTAL 386 79 22 492 SP-2019-0465C 13 18 25-5 10-21-2019 112 JEREMY SALTILA CBD N Final plat must be recorded by the Project Expiration Date, if applicable. Subsequent Site Plans which do not comply with the Code current at the time of filing, and all required Building Permits and/or a notice of construction (if a Building permit is not required), must also be approved prior to the Project Expiration Date. 141516METAL CANOPY STEEL COLUMN ACCENT GLAZING BRICK GLASS SCREEN WALL ALUMINUM FRAME BRICK ACCENT GLAZING GLASS RAILING METAL COLUMN COVER GLAZING ACCENT GLAZING METAL RAILING METAL SLAB EDGE ACCENT GLAZING GLASS RAILING METAL COLUMN COVER CONCRETE COLUMN ACCENT GLAZING PLANTING BRICK PERF METAL METAL PANEL GLAZING 50 - ROOF 671' - 1" 49 - MECH FLOOR 651' - 1" 48 - ROOF AMENITY FLOOR 636' - 1" 47- PENTHOUSE 619' - 6" 46 - PENTHOUSE 607' - 9" 45 - PENTHOUSE 596' - 0" 44 - PENTHOUSE 584' - 3" 43 - RESIDENTIAL FLOOR 571' - 0" 42 - RESIDENTIAL FLOOR 560' - 3" 41 - RESIDENTIAL FLOOR 549' - 6" 40 - RESIDENTIAL FLOOR 538' - 9" 39 - RESIDENTIAL FLOOR 528' - 0" 38 - RESIDENTIAL FLOOR 517' - 3" 37 - RESIDENTIAL FLOOR 506' - 6" 36 - RESIDENTIAL FLOOR 495' - 9" 35 - RESIDENTIAL FLOOR 485' - 0" 34 - RESIDENTIAL FLOOR 474' - 3" 33 - RESIDENTIAL FLOOR 463' - 6" 32 - RESIDENTIAL FLOOR 452' - 9" 31 - RESIDENTIAL FLOOR 442' - 0" 30 - RESIDENTIAL FLOOR 431' - 3" 29 - RESIDENTIAL FLOOR 420' - 6" 28 - RESIDENTIAL FLOOR 409' - 9" 27 - RESIDENTIAL FLOOR 399' - 0" 26 - AMENITY FLOOR UPPER 384' - 9" 25 - RESIDENTIAL FLOOR 370' - 6" 24 - RESIDENTIAL FLOOR 359' - 9" 23 - RESIDENTIAL FLOOR 349' - 0" 22 - RESIDENTIAL FLOOR 338' - 3" 21 - RESIDENTIAL FLOOR 327' - 6" 20 - RESIDENTIAL FLOOR 316' - 9" 19 -RESIDENTIAL FLOOR 306' - 0" 18 - RESIDENTIAL FLOOR 295' - 3" 17 - RESIDENTIAL FLOOR 284' - 6" 16 - RESIDENTIAL FLOOR 273' - 9" 15 - RESIDENTIAL FLOOR 260' - 6" 14 - AMENITY FLOOR LOW 247' - 3" 13 - PARKING FLOOR P13 230' - 3" 12 - PARKING FLOOR P12 221' - 3" 11 - PARKING FLOOR P11 212' - 3" 10 - PARKING FLOOR P10 203' - 3" 09 - PARKING FLOOR P9 194' - 3" 08 - PARKING FLOOR P8 185' - 3" 07 - PARKING FLOOR P7 176' - 3" 06 - PARKING FLOOR P6 167' - 3" 05 - PARKING FLOOR P5 158' - 3" 04 - PARKING FLOOR P4 149' - 3" 03- PARKING FLOOR P3 139' - 1" 02 - FLOOR 02 123' - 6" TRANSFORMER ELEV 103' - 9" NORTH ALLEY ELEV 101' - 4" 01 - GROUND FLOOR 100' - 0" SW RAINEY ELEV 98' - 7 3/4" METAL CANOPY ACCENT GLAZING BRICK ACCENT GLAZING GLASS RAILING METAL COLUMN COVERS ACCENT GLAZING GLAZING METAL SLAB EDGE METAL RAILING GLAZING ALUMINUM FRAME METAL RAILING BRICK BRICK GFRC GLASS RAILING ACCENT GLAZING GLASS RAILING METAL COLUMN COVERS GLAZING ALUMINUM FRAME CONCRETE COLUMN ACCENT GLAZING COMPOSITE WOOD SLAT PLANTING BRICK ALUMINUM FRAME PER METAL GLAZING 1 0 0 1 9 1 0 2 . 0 . 0 . 4 : I N O S R E V E T A L P M E T : : M P 6 1 3 2 3 0 2 - t c O - 2 0 : E T A D T O L P z z y x y x 1" = 30'-0"2 ELEVATION - WEST 1" = 30'-0"1 ELEVATION - SOUTH 50 - ROOF 671' - 1" 49 - MECH FLOOR 651' - 1" 48 - ROOF AMENITY FLOOR 636' - 1" 47- PENTHOUSE 619' - 6" 46 - PENTHOUSE 607' - 9" 45 - PENTHOUSE 596' - 0" 44 - PENTHOUSE 584' - 3" 43 - RESIDENTIAL FLOOR 571' - 0" 42 - RESIDENTIAL FLOOR 560' - 3" 41 - RESIDENTIAL FLOOR 549' - 6" 40 - RESIDENTIAL FLOOR 538' - 9" 39 - RESIDENTIAL FLOOR 528' - 0" 38 - RESIDENTIAL FLOOR 517' - 3" 37 - RESIDENTIAL FLOOR 506' - 6" 36 - RESIDENTIAL FLOOR 495' - 9" 35 - RESIDENTIAL FLOOR 485' - 0" 34 - RESIDENTIAL FLOOR 474' - 3" 33 - RESIDENTIAL FLOOR 463' - 6" 32 - RESIDENTIAL FLOOR 452' - 9" 31 - RESIDENTIAL FLOOR 442' - 0" 30 - RESIDENTIAL FLOOR 431' - 3" 29 - RESIDENTIAL FLOOR 420' - 6" 28 - RESIDENTIAL FLOOR 409' - 9" 27 - RESIDENTIAL FLOOR 399' - 0" 26 - AMENITY FLOOR UPPER 384' - 9" 25 - RESIDENTIAL FLOOR 370' - 6" 24 - RESIDENTIAL FLOOR 359' - 9" 23 - RESIDENTIAL FLOOR 349' - 0" 22 - RESIDENTIAL FLOOR 338' - 3" 21 - RESIDENTIAL FLOOR 327' - 6" 20 - RESIDENTIAL FLOOR 316' - 9" 19 -RESIDENTIAL FLOOR 306' - 0" 18 - RESIDENTIAL FLOOR 295' - 3" 17 - RESIDENTIAL FLOOR 284' - 6" 16 - RESIDENTIAL FLOOR 273' - 9" 15 - RESIDENTIAL FLOOR 260' - 6" 14 - AMENITY FLOOR LOW 247' - 3" 13 - PARKING FLOOR P13 230' - 3" 12 - PARKING FLOOR P12 221' - 3" 11 - PARKING FLOOR P11 212' - 3" 10 - PARKING FLOOR P10 203' - 3" 09 - PARKING FLOOR P9 194' - 3" 08 - PARKING FLOOR P8 185' - 3" 07 - PARKING FLOOR P7 176' - 3" 06 - PARKING FLOOR P6 167' - 3" 05 - PARKING FLOOR P5 158' - 3" 04 - PARKING FLOOR P4 149' - 3" 03- PARKING FLOOR P3 139' - 1" 02 - FLOOR 02 123' - 6" TRANSFORMER ELEV 103' - 9" NORTH ALLEY ELEV 101' - 4" 01 - GROUND FLOOR 100' - 0" SW RAINEY ELEV 98' - 7 3/4" ARCHITECT HKS, INC. 350 N SAINT PAUL ST SUITE 100 DALLAS, TX 75201 ASSOCIATE ARCHITECT LAKE FLATO ARCHITECTS 1224 EAST 12TH STREET SUITE 430 AUSTIN, TX 78702 STRUCTURAL ENGINEER THORNTON TOMASETTI 707 WILSHIRE BLVD, SUITE 4450 LOS ANGELES, CA 90017 MEP ENGINEER BLUM CONSULTING ENGINEERS, INC. 8144 WALNUT HILL LANE, SUITE 200 DALLAS, TX 75231 LANDSCAPE ARCHITECT CAMPBELL LANDSCAPE ARCHITECTURE INC. 608 WEST MONROE STREET UNIT D AUSTIN, TX 78704 T E E R T S R E V R I S E C N E D I S E R OWNER HIGH STREET RESIDENTIAL 500 W. 2ND STREET, SUITE 1400 AUSTIN, TX 78701 RIVER STREET PARTNERS 906 RIO GRANDE STREET AUSTIN, TX 78701 OWNER'S CIVIL ENGINEER CIVILITUDE ENGINEERS & PLANNERS 5110 LANCASTER COURT AUSTIN, TX 78723 REVISION NO. DESCRIPTION DATE HKS PROJECT NUMBER HKS #24169.000 DATE 09/30/20 ISSUE SITE DEVELOPMENT PLAN SHEET TITLE ELEVATIONS- WEST & SOUTH SHEET NO. © 2020 HKS, INC. SDP5.01 DATE10/02/20ARCHITECTURAL LOUVERS METAL CANOPY BRICK METAL COLUMN COVERS ACCENT GLAZING BRICK GLASS HANDRAIL GLAZING BRICK BRICK GLAZING BRICK GLAZING GLAZING ALUMINUM FRAME ALUMINUM FRAME ACCENT GLAZING METAL COLUMN COVERS PLASTER ARCHITECTURAL LOUVERS METAL CANOPY BRICK ACCENT GLAZING GLASS RAILING BRICK GLAZING METAL RAILING ACCENT GLAZING METAL COLUMN COVER COMPOSITE WOOD SLAT PLANTING BRICK ARCHITECTURAL LOUVERS BRICK OVERHEAD DOOR 50 - ROOF 671' - 1" 49 - MECH FLOOR 651' - 1" 48 - ROOF AMENITY FLOOR 636' - 1" 47- PENTHOUSE 619' - 6" 46 - PENTHOUSE 607' - 9" 45 - PENTHOUSE 596' - 0" 44 - PENTHOUSE 584' - 3" 43 - RESIDENTIAL FLOOR 571' - 0" 42 - RESIDENTIAL FLOOR 560' - 3" 41 - RESIDENTIAL FLOOR 549' - 6" 40 - RESIDENTIAL FLOOR 538' - 9" 39 - RESIDENTIAL FLOOR 528' - 0" 38 - RESIDENTIAL FLOOR 517' - 3" 37 - RESIDENTIAL FLOOR 506' - 6" 36 - RESIDENTIAL FLOOR 495' - 9" 35 - RESIDENTIAL FLOOR 485' - 0" 34 - RESIDENTIAL FLOOR 474' - 3" 33 - RESIDENTIAL FLOOR 463' - 6" 32 - RESIDENTIAL FLOOR 452' - 9" 31 - RESIDENTIAL FLOOR 442' - 0" 30 - RESIDENTIAL FLOOR 431' - 3" 29 - RESIDENTIAL FLOOR 420' - 6" 28 - RESIDENTIAL FLOOR 409' - 9" 27 - RESIDENTIAL FLOOR 399' - 0" 26 - AMENITY FLOOR UPPER 384' - 9" 25 - RESIDENTIAL FLOOR 370' - 6" 24 - RESIDENTIAL FLOOR 359' - 9" 23 - RESIDENTIAL FLOOR 349' - 0" 22 - RESIDENTIAL FLOOR 338' - 3" 21 - RESIDENTIAL FLOOR 327' - 6" 20 - RESIDENTIAL FLOOR 316' - 9" 19 -RESIDENTIAL FLOOR 306' - 0" 18 - RESIDENTIAL FLOOR 295' - 3" 17 - RESIDENTIAL FLOOR 284' - 6" 16 - RESIDENTIAL FLOOR 273' - 9" 15 - RESIDENTIAL FLOOR 260' - 6" 14 - AMENITY FLOOR LOW 247' - 3" 13 - PARKING FLOOR P13 230' - 3" 12 - PARKING FLOOR P12 221' - 3" 11 - PARKING FLOOR P11 212' - 3" 10 - PARKING FLOOR P10 203' - 3" 09 - PARKING FLOOR P9 194' - 3" 08 - PARKING FLOOR P8 185' - 3" 07 - PARKING FLOOR P7 176' - 3" 06 - PARKING FLOOR P6 167' - 3" 05 - PARKING FLOOR P5 158' - 3" 04 - PARKING FLOOR P4 149' - 3" 03- PARKING FLOOR P3 139' - 1" 02 - FLOOR 02 123' - 6" TRANSFORMER ELEV 103' - 9" NORTH ALLEY ELEV 101' - 4" 01 - GROUND FLOOR 100' - 0" SW RAINEY ELEV 98' - 7 3/4" 1 0 0 1 9 1 0 2 . 0 . 0 . 4 : I N O S R E V E T A L P M E T : : M P 2 4 5 2 3 0 2 - t c O - 2 0 : E T A D T O L P z z y x x y 1" = 30'-0"2 ELEVATION - EAST 1" = 30'-0"1 ELEVATION - NORTH 50 - ROOF 671' - 1" 49 - MECH FLOOR 651' - 1" 48 - ROOF AMENITY FLOOR 636' - 1" 47- PENTHOUSE 619' - 6" 46 - PENTHOUSE 607' - 9" 45 - PENTHOUSE 596' - 0" 44 - PENTHOUSE 584' - 3" 43 - RESIDENTIAL FLOOR 571' - 0" 42 - RESIDENTIAL FLOOR 560' - 3" 41 - RESIDENTIAL FLOOR 549' - 6" 40 - RESIDENTIAL FLOOR 538' - 9" 39 - RESIDENTIAL FLOOR 528' - 0" 38 - RESIDENTIAL FLOOR 517' - 3" 37 - RESIDENTIAL FLOOR 506' - 6" 36 - RESIDENTIAL FLOOR 495' - 9" 35 - RESIDENTIAL FLOOR 485' - 0" 34 - RESIDENTIAL FLOOR 474' - 3" 33 - RESIDENTIAL FLOOR 463' - 6" 32 - RESIDENTIAL FLOOR 452' - 9" 31 - RESIDENTIAL FLOOR 442' - 0" 30 - RESIDENTIAL FLOOR 431' - 3" 29 - RESIDENTIAL FLOOR 420' - 6" 28 - RESIDENTIAL FLOOR 409' - 9" 27 - RESIDENTIAL FLOOR 399' - 0" 26 - AMENITY FLOOR UPPER 384' - 9" 25 - RESIDENTIAL FLOOR 370' - 6" 24 - RESIDENTIAL FLOOR 359' - 9" 23 - RESIDENTIAL FLOOR 349' - 0" 22 - RESIDENTIAL FLOOR 338' - 3" 21 - RESIDENTIAL FLOOR 327' - 6" 20 - RESIDENTIAL FLOOR 316' - 9" 19 -RESIDENTIAL FLOOR 306' - 0" 18 - RESIDENTIAL FLOOR 295' - 3" 17 - RESIDENTIAL FLOOR 284' - 6" 16 - RESIDENTIAL FLOOR 273' - 9" 15 - RESIDENTIAL FLOOR 260' - 6" 14 - AMENITY FLOOR LOW 247' - 3" bottom of pool deck structure 239' - 3" 13 - PARKING FLOOR P13 230' - 3" 12 - PARKING FLOOR P12 221' - 3" 11 - PARKING FLOOR P11 212' - 3" 10 - PARKING FLOOR P10 203' - 3" 09 - PARKING FLOOR P9 194' - 3" 08 - PARKING FLOOR P8 185' - 3" 07 - PARKING FLOOR P7 176' - 3" 06 - PARKING FLOOR P6 167' - 3" 05 - PARKING FLOOR P5 158' - 3" 04 - PARKING FLOOR P4 149' - 3" 03- PARKING FLOOR P3 139' - 1" 02 - FLOOR 02 123' - 6" TRANSFORMER ELEV 103' - 9" 01 - GROUND FLOOR 100' - 0" NORTH ALLEY ELEV 101' - 4" SW RAINEY ELEV 98' - 7 3/4" ARCHITECT HKS, INC. 350 N SAINT PAUL ST SUITE 100 DALLAS, TX 75201 ASSOCIATE ARCHITECT LAKE FLATO ARCHITECTS 1224 EAST 12TH STREET SUITE 430 AUSTIN, TX 78702 STRUCTURAL ENGINEER THORNTON TOMASETTI 707 WILSHIRE BLVD, SUITE 4450 LOS ANGELES, CA 90017 MEP ENGINEER BLUM CONSULTING ENGINEERS, INC. 8144 WALNUT HILL LANE, SUITE 200 DALLAS, TX 75231 LANDSCAPE ARCHITECT CAMPBELL LANDSCAPE ARCHITECTURE INC. 608 WEST MONROE STREET UNIT D AUSTIN, TX 78704 T E E R T S R E V R I S E C N E D I S E R OWNER HIGH STREET RESIDENTIAL 500 W. 2ND STREET, SUITE 1400 AUSTIN, TX 78701 RIVER STREET PARTNERS 906 RIO GRANDE STREET AUSTIN, TX 78701 OWNER'S CIVIL ENGINEER CIVILITUDE ENGINEERS & PLANNERS 5110 LANCASTER COURT AUSTIN, TX 78723 REVISION NO. DESCRIPTION DATE HKS PROJECT NUMBER HKS #24169.000 DATE 09/30/20 ISSUE SITE DEVELOPMENT PLAN SHEET TITLE ELEVATIONS - EAST & NORTH SHEET NO. © 2020 HKS, INC. SDP5.02 DATE10/02/20