1-2025.09.22 100 Plans.pdf

CONSTRUCTION DRAWINGS FOR

1101 S. Capital of Texas Highway, Building G-100

ENGINEERING, LLC

Phone (512) 614-6171 Austin, Texas 78746

T.B.P.E. FIRM NO. F-13162

WEST TRANSMISSION LINE VALVE REPLACEMENTS

SEPTEMBER 2025

CITY OF ROUND ROCK, TEXAS

AutoCAD SHX Text

DESIGNED BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

PROJECT MANAGER:

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

REV. NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DCS PROJECT NO:

AutoCAD SHX Text 20101594

AutoCAD SHX Text

PG

AutoCAD SHX Text

DCS

AutoCAD SHX Text

JTH/PG

AutoCAD SHX Text

JTH

AutoCAD SHX Text ALL RESPONSIBILITY FOR THE ADEQUACY OF THESE PLANS REMAINS WITH THE ENGINEER WHO PREPARED THEM. IN ACCEPTING THESE PLANS, THE CITY OF ROUND ROCK MUST RELY UPON THE ADEQUACY OF THE WORK BY THE DESIGN ENGINEER. ACCEPTED FOR CONSTRUCTION: DATE CITY OF ROUND ROCK, TEXAS UTILITIES AND ENVIRONMENTAL SERVICES

AutoCAD SHX Text

%%USITE LOCATION

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

WEST TRANSMISSION LINE VALVE REPLACEMENT - SITE NO. 1

AutoCAD SHX Text

FM 1431

AutoCAD SHX Text

WEST TRANSMISSION LINE VALVE REPLACEMENT - SITE NO. 2

AutoCAD SHX Text

WEST TRANSMISSION LINE VALVE REPLACEMENT - SITE NO. 3

AutoCAD SHX Text I-35

AutoCAD SHX Text DRAWING INDEX SERIES 000 - GENERAL 00G-01 COVER SHEET COVER SHEET 00G-02 PROJECT LOCATION AND DRAWING INDEX MAP PROJECT LOCATION AND DRAWING INDEX MAP 00G-03 ABBREVIATIONS ABBREVIATIONS 00G-04 GENERAL NOTES - SHEET NO. 1 GENERAL NOTES - SHEET NO. 1 00G-05 GENERAL NOTES - SHEET NO. 2 00C-01 CIVIL - PROPOSED CONDITIONS & EROSION CONTROL PLAN CIVIL - PROPOSED CONDITIONS & EROSION CONTROL PLAN 00C-02 CIVIL - EROSION CONTROL DETAILS - SHEET NO. 1 CIVIL - EROSION CONTROL DETAILS - SHEET NO. 1 00C-03 CIVIL - EROSION CONTROL DETAILS - SHEET NO. 2 00C-04 CIVIL - WATER DETAILS SHEET NO. 1 CIVIL - WATER DETAILS SHEET NO. 1 00C-05 CIVIL - WATER DETAILS SHEET NO. 2 CIVIL - WATER DETAILS SHEET NO. 2 00C-06 CIVIL - JOINT RESTRAINT DETAILS CIVIL - JOINT RESTRAINT DETAILS 00C-07 CIVIL - TRAFFIC CONTROL PLAN CIVIL - TRAFFIC CONTROL PLAN 00C-08 CIVIL - TRAFFIC CONTROL DETAILS SHEET NO. 1 CIVIL - TRAFFIC CONTROL DETAILS SHEET NO. 1 00C-09 CIVIL - TRAFFIC CONTROL DETAILS SHEET NO. 2 CIVIL - TRAFFIC CONTROL DETAILS SHEET NO. 2 00C-10 CIVIL - TRAFFIC CONTROL DETAILS SHEET NO. 3 CIVIL - TRAFFIC CONTROL DETAILS SHEET NO. 3 OOC-11 CIVIL - TRAFFIC CONTROL DETAILS SHEET NO. 4 CIVIL - TRAFFIC CONTROL DETAILS SHEET NO. 4 SERIES 100 - WEST TRANSMISSION LINE VALVE REPLACEMENETS 01X-01 CIVIL - EXISTING CONDITIONS AND DEMOLITION PLAN CIVIL - EXISTING CONDITIONS AND DEMOLITION PLAN 01C-01 CIVIL - PLAN & PROFILE - SITE NO. 1 CIVIL - PLAN & PROFILE - SITE NO. 1 01C-02 CIVIL - PLAN & PROFILE - SITE NO. 2 - SHEET NO. 1 CIVIL - PLAN & PROFILE - SITE NO. 2 - SHEET NO. 1 01C-03 CIVIL - PLAN & PROFILE - SITE NO. 2 - SHEET NO. 2 CIVIL - PLAN & PROFILE - SITE NO. 2 - SHEET NO. 2 01C-04 CIVIL - PLAN & PROFILE - SITE NO. 3CIVIL - PLAN & PROFILE - SITE NO. 3

AutoCAD SHX Text 143332

AutoCAD SHX Text

JORDAN T. HURTA

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text X

AutoCAD SHX Text A

AutoCAD SHX Text S

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text L

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text 154316

AutoCAD SHX Text

J. PATRICIO GALINDO RANGEL

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text X

AutoCAD SHX Text A

AutoCAD SHX Text S

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text L

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text D

SEPTEMBER 2025

WEST TRANSMISSION LINE VALVE

REPLACEMENTS

GENERAL

PROJECT LOCATION AND

DRAWING INDEX MAP

AS NOTED

00G-02

AutoCAD SHX Text

DRAWING:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

PROJECT MANAGER:

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

REV. NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DCS PROJECT NO:

AutoCAD SHX Text

JTH

AutoCAD SHX Text

BCB

AutoCAD SHX Text DCS ENGINEERING, LLC 1101 S. CAPITAL OF TEXAS HIGHWAY, BUILDING G-100 AUSTIN, TX 78746 TEL: (512) 614-6171 T.B.P.E. FIRM NO. F-13162

AutoCAD SHX Text 20101594

AutoCAD SHX Text

DCS

AutoCAD SHX Text

PG

AutoCAD SHX Text

JTH/PG

AutoCAD SHX Text

JTH

AutoCAD SHX Text 154316

AutoCAD SHX Text

J. PATRICIO GALINDO RANGEL

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text X

AutoCAD SHX Text A

AutoCAD SHX Text S

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text L

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text

PROJECT LOCATION CITY OF ROUND ROCK WILLIAMSON COUNTY, TEXAS

AutoCAD SHX Text

%%UPROJECT LOCATION MAP

AutoCAD SHX Text 1"-200'

AutoCAD SHX Text

FM 1431

AutoCAD SHX Text

%%UPROJECT LOCATION MAP

AutoCAD SHX Text 1"=300'

AutoCAD SHX Text

STONE OAK DR.

AutoCAD SHX Text

ENTRADA WAY

AutoCAD SHX Text

FM 1431

AutoCAD SHX Text

FM 1431

AutoCAD SHX Text I-35

AutoCAD SHX Text I-35

AutoCAD SHX Text

UNIVERSITY BLVD.

AutoCAD SHX Text

SITE NO. 1. REFER TO SHEET 01C-01 FOR PROPOSED CONDITIONS.

AutoCAD SHX Text

SITE NO. 2. REFER TO SHEET 01C-02 AND 01C-03 FOR PROPOSED CONDITIONS.

AutoCAD SHX Text

SITE NO. 3. REFER TO SHEET 01C-04 FOR PROPOSED CONDITIONS.

AutoCAD SHX Text

SITE NO. 3 ACCESS ROUTE

AutoCAD SHX Text

SITE NO. 2 ACCESS ROUTE

SITE NO. 3 ACCESS ROUTE

GENERAL

ABBREVIATIONS

AS NOTED

00G-03

SEPTEMBER 2025

WEST TRANSMISSION LINE VALVE

REPLACEMENTS

AutoCAD SHX Text A/C AIR CONDITIONING AIR CONDITIONING AIR CONDITIONING A/E ARCHITECT/ENGINEER ARCHITECT/ENGINEER A ARCHITECTURAL (DWG DISCIPLINE), AMP ARCHITECTURAL (DWG DISCIPLINE), AMP AB ANCHOR BOLT ANCHOR BOLT ABC AGGREGATE BASE COURSE AGGREGATE BASE COURSE ABAN ABANDON ABANDON AC ALTERNATING CURRENT ALTERNATING CURRENT ACK ACKNOWLEDGE ACKNOWLEDGE ACP ACOUSTIC CEILING PANEL, ACOUSTIC CEILING PANEL, ASPHALTIC CONCRETE PAVEMENT ACST ACOUSTIC ACOUSTIC AD ADDENDUM, AREA DRAIN ADDENDUM, AREA DRAIN ADDL ADDITIONAL ADDITIONAL ADH ADHESIVE ADHESIVE ADJ ADJUSTABLE, ADJACENT ADJUSTABLE, ADJACENT AF AMP FRAME, AMP FUSE AMP FRAME, AMP FUSE AFF ABOVE FINISH FLOOR ABOVE FINISH FLOOR AFG ABOVE FINISH GRADE ABOVE FINISH GRADE AGGR AGGREGATE AGGREGATE AI AREA INLET AREA INLET AIC AMPS INTERRUPTING CAPACITY AMPS INTERRUPTING CAPACITY ALIG ALIGNMENT ALIGNMENT ALUM ALUMINUM ALUMINUM ALT ALTERNATE, ALTITUDE ALTERNATE, ALTITUDE AM ACOUSTICAL MATERIAL ACOUSTICAL MATERIAL AMB AMBIENT AMBIENT ANC ANCHOR ANCHOR AP ACCESS PANEL ACCESS PANEL APRX APPROXIMATE APPROXIMATE APVD APPROVED APPROVED ARCH ARCHITECTURAL ARCHITECTURAL ARV AIR RELEASE VALVE AIR RELEASE VALVE ASSY ASSEMBLY ASSEMBLY AT AMP TRIP AMP TRIP ATC ACOUSTICAL TILE CEILING ACOUSTICAL TILE CEILING ATM ATMOSPHERE ATMOSPHERE AUTO AUTOMATIC AUTOMATIC AUX AUXILIARY AUXILIARY AVE AVENUE AVENUE AVG AVERAGE AVERAGE AWG AMERICAN WIRE GAGE AMERICAN WIRE GAGE AWT ACOUSTICAL WALL TILE ACOUSTICAL WALL TILE B/B BACK TO BACK BACK TO BACK BAL BALANCE BALANCE BBD BULLETIN BOARD BULLETIN BOARD BC BASE CABINET, BOTTOM CHORD, BASE CABINET, BOTTOM CHORD, BOLT CENTER, BOLT CIRCLE BD BOARD BOARD BE BOTH ENDS, BELL END BOTH ENDS, BELL END BF BOTH FACES, BOTTOM FACE, BOTH FACES, BOTTOM FACE, BLIND FLANGE, BOARD FEET BITUM BITUMINOUS BITUMINOUS BKG BACKING BACKING BL BASELINE BASELINE BLDG BUILDING BUILDING BLK BLOCK BLOCK BLKG BLOCKING BLOCKING BM BENCHMARK, BEAM BENCHMARK, BEAM BOC BACK OF CURB BACK OF CURB BOD BOTTOM OF DUCT BOTTOM OF DUCT BOG BOTTOM OF GRILLE BOTTOM OF GRILLE BOL BOTTOM OF LOUVER BOTTOM OF LOUVER BOP BOTTOM OF PIPE BOTTOM OF PIPE BOR BOTTOM OF REGISTER BOTTOM OF REGISTER BOT BOTTOM BOTTOM BOU BOTTOM OF UNIT BOTTOM OF UNIT BP BASE PLATE BASE PLATE BRG BEARING BEARING BRGP BEARING PLATE BEARING PLATE BRKT BRACKET BRACKET BS BOTH SIDES BOTH SIDES BTU BRITISH THERMAL UNIT BRITISH THERMAL UNIT BTW BETWEEN BETWEEN BTWLD BUTT WELD BUTT WELD BU BELL UP, BUILT UP BELL UP, BUILT UP BUR BUILT-UP ROOFING BUILT-UP ROOFING BV BALL VALVE BALL VALVE BW BOTH WAYS, BACKWASH (SLUDGE) BOTH WAYS, BACKWASH (SLUDGE) BYP BYPASS BYPASS C TO C CENTER TO CENTER CENTER TO CENTER C&G CURB & GUTTER CURB & GUTTER C CHANNEL SHAPE, CENTIGRADE, CHANNEL SHAPE, CENTIGRADE, CONDUIT, CIVIL (DRAWING DISCIPLINE) CAB CABINET CABINET CAP CAPACITY CAPACITY CAT CATALOG CATALOG CAV CAVITY, CAVITY, COMBINATION AIR/VACUUM RELEASE VALVE CB CATCH BASIN CATCH BASIN CCB CONCRETE BLOCK CONCRETE BLOCK CCW COUNTER CLOCKWISE COUNTER CLOCKWISE CDF CONTROLLED DENSITY FILL CONTROLLED DENSITY FILL CE CONCRETE EDGE, CLARIFIED EFFLUENT CONCRETE EDGE, CLARIFIED EFFLUENT CER CERAMIC CERAMIC CF CUBIC FEET (FOOT) CUBIC FEET (FOOT) CFL COUNTER FLASHING COUNTER FLASHING CHFR CHAMFER CHAMFER CHBD CHALKBOARD CHALKBOARD CHD CHORD CHORD CHH COMMUNICATION HANDHOLD COMMUNICATION HANDHOLD CI CURB INLET CURB INLET CIP CLEAN IN PLACE, CAST-IN-PLACE CLEAN IN PLACE, CAST-IN-PLACE CIPB CONCRETE INTERLOCKING PAVER BALLAST CONCRETE INTERLOCKING PAVER BALLAST CIRC CIRCULATION, CIRCULAR CIRCULATION, CIRCULAR CJ CONSTRUCTION JOINT CONSTRUCTION JOINT CKT CIRCUIT CIRCUIT CL CENTERLINE, CLASS, CLOSECENTERLINE, CLASS, CLOSE

AutoCAD SHX Text CLG CEILING CEILING CLJ CONTROL JOINT CONTROL JOINT CLKG CAULKING CAULKING CLR CLEAR CLEAR CMH COMMUNICATION MANHOLE COMMUNICATION MANHOLE CMU CONCRETE MASONRY UNIT CONCRETE MASONRY UNIT CO CLEAN OUT, CONCRETE OPENING CLEAN OUT, CONCRETE OPENING COL COLUMN COLUMN COM COMMON COMMON COMB COMBINATION COMBINATION COMM COMMUNICATION COMMUNICATION COMP COMPOSITION, COMPRESSIBLE, COMPOSITION, COMPRESSIBLE, COMPOSITE CONC CONCENTRIC, CONCRETE CONCENTRIC, CONCRETE CONN CONNECTION CONNECTION CONST CONSTRUCTION CONSTRUCTION CONT CONTINUOUS CONTINUOUS COOR COORDINATE COORDINATE CORR CORROSIVE, CORRUGATED CORROSIVE, CORRUGATED CP CHECKER PLATE, CONTROL POINT CHECKER PLATE, CONTROL POINT CPLG COUPLING COUPLING CPVC POLYVINYL CHLORIDE POLYVINYL CHLORIDE CRL CORROSION RESISTANT LINING CORROSION RESISTANT LINING CS CHLORINE SOLUTION CHLORINE SOLUTION CSC CONCRETE STEEL CYLINDER CONCRETE STEEL CYLINDER CSK COUNTERSINK COUNTERSINK CSS CLINIC SERVICE SINK CLINIC SERVICE SINK CT CERAMIC TILE CERAMIC TILE CTR CENTER CENTER CTRL CONTROL CONTROL CVAC CHLORINE VACUUM CHLORINE VACUUM CVT CULVERT CULVERT CU COPPER, CUBIC COPPER, CUBIC CW CLOCKWISE CLOCKWISE CY CUBIC YARD CUBIC YARD d PENNY (NAIL MEASURE) PENNY (NAIL MEASURE) D DEEP, DIFFUSER DEEP, DIFFUSER DB DUCT BANK, DECIBEL, DRY BULB DUCT BANK, DECIBEL, DRY BULB DBA DEFORMED BAR ANCHOR DEFORMED BAR ANCHOR DBL DOUBLE DOUBLE DC DIRECT CURRENT DIRECT CURRENT DEG DEGREE DEGREE DEG C DEGREE CENTIGRADE DEGREE CENTIGRADE DEG F DEGREE FAHRENHEIT DEGREE FAHRENHEIT DEMO DEMOLITION DEMOLITION DEP DEPRESSED DEPRESSED DEPT DEPARTMENT DEPARTMENT DET DETAIL DETAIL DH DISCHARGE HEADER DISCHARGE HEADER DI DROP INLET, DUCTILE IRON DROP INLET, DUCTILE IRON DIA DIAMETER DIAMETER DIAG DIAGONAL, DIAGRAM DIAGONAL, DIAGRAM DIFF DIFFERENTIAL, DIFFERENCE DIFFERENTIAL, DIFFERENCE DIM DIMENSION DIMENSION DISCH DISCHARGE DISCHARGE DIST DISTANCE, DISTRIBUTION DISTANCE, DISTRIBUTION DIV DIVISION DIVISION DL DEAD LOAD DEAD LOAD DMJ DOUBLE MECHANICAL JOINT DOUBLE MECHANICAL JOINT DMPF DAMP PROOFING DAMP PROOFING DN DOWN DOWN DO DISSOLVED OXYGEN, DITTO DISSOLVED OXYGEN, DITTO DP DEPTH DEPTH DPDT DOUBLE POLE, DOUBLE THROW DOUBLE POLE, DOUBLE THROW DPST DOUBLE POLE, SINGLE THROW DOUBLE POLE, SINGLE THROW DR DRAIN DRAIN DS DOWN SPOUT DOWN SPOUT DT DOUBLE TEE, DRIP TRAP ASSEMBLY DOUBLE TEE, DRIP TRAP ASSEMBLY DUP DUPLICATE DUPLICATE DWG DRAWING DRAWING DWL DOWEL DOWEL DWR DRAWER DRAWER E EAST, ELECTRICAL (DWG DISCIPLINE) EAST, ELECTRICAL (DWG DISCIPLINE) EA EACH, EXHAUST AIR EACH, EXHAUST AIR EC ELECTRICAL CONTRACTOR ELECTRICAL CONTRACTOR ECC ECCENTRIC ECCENTRIC ED EQUIPMENT DRAIN EQUIPMENT DRAIN EDB ELECTRICAL DUCT BANK ELECTRICAL DUCT BANK EE EACH END EACH END EF EACH FACE EACH FACE EFF EFFLUENT, EFFICIENCY EFFLUENT, EFFICIENCY EHH ELECTRICAL HANDHOLE ELECTRICAL HANDHOLE EIFS EXTERIOR INSULATION & FINISH SYSTEM EXTERIOR INSULATION & FINISH SYSTEM EJ EXPANSION JOINT EXPANSION JOINT EL ELBOW ELBOW ELEC ELECTRICAL ELECTRICAL ELEV ELEVATION ELEVATION EMBD EMBEDDED EMBEDDED EMER EMERGENCY EMERGENCY EMH ELECTRICAL MANHOLE ELECTRICAL MANHOLE ENCL ENCLOSURE ENCLOSURE ENGR ENGINEER ENGINEER ENTR ENTRANCE ENTRANCE EOP EDGE OF PAVEMENT EDGE OF PAVEMENT EQ EQUAL EQUAL EQIUP EQUIPMENT EQUIPMENT EQUIV EQUIVALENT EQUIVALENT ES EACH SIDE, EQUAL SPACE, EACH SIDE, EQUAL SPACE, EMERGENCY SHOWER ESEW EMERGENCY SHOWER AND EYE WASH EMERGENCY SHOWER AND EYE WASH EST ESTIMATE, ELEVATED STORAGE TANK ESTIMATE, ELEVATED STORAGE TANK EW EACH WAY, EMERGENCY EYE/FACE WASH EACH WAY, EMERGENCY EYE/FACE WASH EWC ELECTRIC WATER COOLER ELECTRIC WATER COOLER EXC EXCAVATION EXCAVATION EXH EXHAUST EXHAUST EXST EXISTING EXISTING EXP EXPANSION, EXPOSED EXPANSION, EXPOSED EXT EXTERIOR, EXTERNAL, EXTENSIONEXTERIOR, EXTERNAL, EXTENSION

AutoCAD SHX Text F&B FACE & BYPASS FACE & BYPASS F TO F FACE TO FACE FACE TO FACE FAB FABRICATE FABRICATE FB FLOOR BEAM FLOOR BEAM FBD FIBERBOARD FIBERBOARD FBG FIBERGLASS FIBERGLASS FBM BOARD FOOT MEASURE BOARD FOOT MEASURE FBO FURNISHED BY OWNER FURNISHED BY OWNER FC FLUSHING CONNECTION, FLUSHING CONNECTION, FERRIC CHLORIDE FCA FLANGED COUPLING ADAPTOR FLANGED COUPLING ADAPTOR FD FLOOR DRAIN FLOOR DRAIN FDC FLEXIBLE DUCT CONNECTION FLEXIBLE DUCT CONNECTION FDTN FOUNDATION FOUNDATION FDR FEEDER FEEDER FE FLANGED END FLANGED END FEC FIRE EXTINGUISHER CABINET FIRE EXTINGUISHER CABINET FES FLARED AND SECTION FLARED AND SECTION FEXT FIRE EXTINGUISHER FIRE EXTINGUISHER FF FAR FACE, FACTORY FINISH, FAR FACE, FACTORY FINISH, FLAT FACE, FINISH FLOOR FG FINISH GRADE FINISH GRADE FIG FIGURE FIGURE FH FIRE HYDRANT FIRE HYDRANT FIN FINISH FINISH FJT FLUSH JOINT FLUSH JOINT FL FLOW, FLOW LINE FLOW, FLOW LINE FLEX FLEXIBLE FLEXIBLE FLG FLANGE FLANGE FLOR FLUORESCENT FLUORESCENT FLR FLOOR FLOOR FLS FLASHING, FLUSH FLASHING, FLUSH FO FINISHED OPENING, FIBER OPTIC FINISHED OPENING, FIBER OPTIC FM FORCE MAIN FORCE MAIN FN FENCE FENCE FOB FLAT ON BOTTOM FLAT ON BOTTOM FOC FACE OF CONCRETE, FACE OF CURB FACE OF CONCRETE, FACE OF CURB FOF FACE OF FINISH FACE OF FINISH FOM FACE OF MASONRY FACE OF MASONRY FOS FACE OF STUDS FACE OF STUDS FOT FLAT ON TOP FLAT ON TOP FPT FEMALE PIPE THREAD FEMALE PIPE THREAD FR FRAME FRAME FRP FIBERGLASS REINFORCED PLASTIC FIBERGLASS REINFORCED PLASTIC FRTM FIRE RETARDANT TREATED MATERIAL FIRE RETARDANT TREATED MATERIAL FS FLOOR SINK, FAR SIDE FLOOR SINK, FAR SIDE FT FEET, FOOT FEET, FOOT FTG FOOTING, FITTING FOOTING, FITTING FUR FURRED, FURRING FURRED, FURRING FURN FURNITURE, FURNISH FURNITURE, FURNISH FUT FUTURE FUTURE FV FACE VELOCITY FACE VELOCITY FW FIELD WELD, FIRE WALL FIELD WELD, FIRE WALL FWD FORWARD FORWARD FWE FURNISH WITH EQUIPMENT FURNISH WITH EQUIPMENT FXTR FIXTURE FIXTURE G GRILLE, GROUND, GRILLE, GROUND, GENERAL (DWG DISCIPLINE) GA GAGE (METAL THICKNESS) GAGE (METAL THICKNESS) GAL GALLON GALLON GALV GALVANIZED GALVANIZED GB GRAB BAR, GRADE BREAK GRAB BAR, GRADE BREAK GC GROOVED COUPLING GROOVED COUPLING GD GUARD GUARD GEN GENERAL GENERAL GFCI GROUND FAULT CIRCUIT INTERRUPTER GROUND FAULT CIRCUIT INTERRUPTER GFMU GROUND FACE MASONRY UNIT GROUND FACE MASONRY UNIT GG GUTTER GRADE GUTTER GRADE GJ GROOVED JOINT GROOVED JOINT GL GLASS GLASS GLB GLASS BLOCK GLASS BLOCK GND GROUND GROUND GP GUY POLE GUY POLE GR GRADE GRADE GRTG GRATING GRATING GSB GYPSUM SHEATHING BOARD GYPSUM SHEATHING BOARD GST GROUND STORAGE TANK GROUND STORAGE TANK GT GREASE TRAP GREASE TRAP GVL GRAVEL GRAVEL GWB GYPSUM WALLBOARD GYPSUM WALLBOARD GYP GYPSUM HEADBOARD GYPSUM HEADBOARD H HIGH HIGH HB HOSE BIBB HOSE BIBB HBD HARDBOARD HARDBOARD HC HANDICAPPED, HOLLOW CORE, HANDICAPPED, HOLLOW CORE, HORIZONTAL CURVE HC HORIZONTAL CENTERLINE HORIZONTAL CENTERLINE HDR HEADER HEADER HDW HARDWARE HARDWARE HEX HEXAGONAL HEXAGONAL HGR HANGER HANGER HH HANDHOLE HANDHOLE HID HIGH INTENSITY DISCHARGE HIGH INTENSITY DISCHARGE HM HOLLOW METAL HOLLOW METAL HORIZ HORIZONTAL HORIZONTAL HP HIGH POINT, HORSEPOWER HIGH POINT, HORSEPOWER HPC HORIZONTAL POINT OF CURVATURE HORIZONTAL POINT OF CURVATURE HPS HIGH PRESSURE SODIUM HIGH PRESSURE SODIUM HPT HORIZONTAL POINT OF TANGENCY HORIZONTAL POINT OF TANGENCY HR HOSE REEL, HOUR HOSE REEL, HOUR HS HEADED STUD, HIGH STRENGTH HEADED STUD, HIGH STRENGTH HSS HOLLOW STRUCTURAL SHAPE HOLLOW STRUCTURAL SHAPE HT HEIGHT HEIGHT HTG HEATING HEATING HV HIGH VOLTAGE HIGH VOLTAGE HVAC HEATING, VENTILATION, & HEATING, VENTILATION, & AIR CONDITIONING HWD HARDWOOD HARDWOOD

AutoCAD SHX Text HWL HIGH WATER LEVEL HIGH WATER LEVEL HYD HYDRAULIC HYDRAULIC HZ HERTZ, CYCLES PER SECOND HERTZ, CYCLES PER SECOND I INSTRUMENTATION (DWG DISCIPLINE) INSTRUMENTATION (DWG DISCIPLINE) ID INSIDE DIAMETER, INTERIOR DIMENSION INSIDE DIAMETER, INTERIOR DIMENSION IE INVERT ELEVATION INVERT ELEVATION IF INSIDE FACE INSIDE FACE IH INTAKE HOOD INTAKE HOOD IMP IMPACT IMPACT IN INCH INCH INC INCLUDE, INCANDESCENT INCLUDE, INCANDESCENT INF INFLUENT INFLUENT INSTR INSTRUMENTATION INSTRUMENTATION INSUL INSULATION INSULATION INT INTERIOR, INTERSECTION INTERIOR, INTERSECTION INTR INTERMEDIATE, INTERIOR INTERMEDIATE, INTERIOR INV INVERT INVERT IPS IRON PIPE SIZE IRON PIPE SIZE IPT INTERNAL PIPE THREAD INTERNAL PIPE THREAD IR INSIDE RADIUS INSIDE RADIUS IRR IRRIGATION IRRIGATION ISO ISOMETRIC ISOMETRIC JB JUNCTION BOX JUNCTION BOX JCT JUNCTION JUNCTION JF JOINT FILLER JOINT FILLER JST JOIST JOIST JT JOINT JOINT K KIP KIP KB KNEE BRACE KNEE BRACE KCMIL THOUSAND CIRCULAR MILS THOUSAND CIRCULAR MILS KD KNOCK DOWN KNOCK DOWN KO KNOCK OUT KNOCK OUT KSI KIPS PER SQUARE INCH KIPS PER SQUARE INCH L ANGLE, LENGTH, LAVATORY ANGLE, LENGTH, LAVATORY LAD LADDER LADDER LAM LAMINATE LAMINATE LATL LATERAL LATERAL LB LAG BOLT, POUND LAG BOLT, POUND LCTB LIQUID CHALK AND TACK BOARD LIQUID CHALK AND TACK BOARD LDG LANDING LANDING LDR LEADER LEADER LE LIFTING EYE LIFTING EYE LF LINEAR FOOT LINEAR FOOT LG LONG LONG LH LEFT HAND LEFT HAND LIN LINEAR LINEAR LIQ LIQUID LIQUID LLH LONG LEG HORIZONTAL LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LONG LEG VERTICAL LMLU LIQUID MARKER LECTURE UNIT LIQUID MARKER LECTURE UNIT LNG LONGITUDINAL LONGITUDINAL LOC LOCATION LOCATION LP LOW POINT LOW POINT LPA LOW PRESSURE AIR LOW PRESSURE AIR LPS LOW PRESSURE SODIUM LOW PRESSURE SODIUM LR LONG RADIUS LONG RADIUS LT LEFT LEFT LTD LIMITED LIMITED LTG LIGHTING LIGHTING LTL LINTEL LINTEL LTNG LIGHTING LIGHTING LV LOW VOLTAGE LOW VOLTAGE LVR LOUVER LOUVER LW LIGHTWEIGHT LIGHTWEIGHT LWC LIGHTWEIGHT CONCRETE LIGHTWEIGHT CONCRETE LWL LOW WATER LEVEL LOW WATER LEVEL M MECHANICAL (DWG DISCIPLINE) MECHANICAL (DWG DISCIPLINE) MA MIXED AIR MIXED AIR MACH MACHINED MACHINED MAINT MAINTENANCE MAINTENANCE MAN MANUAL MANUAL MATL MATERIAL MATERIAL MAX MAXIMUM MAXIMUM MB MACHINE BOLT MACHINE BOLT MBR MEMBER MEMBER MC MECHANICAL CONTRACTOR, MECHANICAL CONTRACTOR, MECHANICAL COUPLING MCB METAL CORNER BEAD METAL CORNER BEAD MCJ MASONRY CONTROL JOINT MASONRY CONTROL JOINT MDMJ MODIFIED DOUBLE MECHANICAL JOINT MODIFIED DOUBLE MECHANICAL JOINT MECH MECHANICAL MECHANICAL MED MEDIUM MEDIUM MFR MANUFACTURER MANUFACTURER MH MANHOLE, METAL HALIDE MANHOLE, METAL HALIDE MIN MINIMUM MINIMUM MIR MIRROR MIRROR MISC MISCELLANEOUS MISCELLANEOUS MJ MECHANICAL JOINT MECHANICAL JOINT ML MIXED LIQUOR MIXED LIQUOR MLO MAIN LUGS ONLY MAIN LUGS ONLY MMB MEMBRANE MEMBRANE MO MASONRY OPENING MASONRY OPENING MOD MODULAR, MODIFY MODULAR, MODIFY MON MONUMENT MONUMENT MPT MALE PIPE THREAD MALE PIPE THREAD MRGWB MOISTURE RESISTANT MOISTURE RESISTANT GYPSUM WALLBOARD MS MOP SINK MOP SINK MSL MEAN SEA LEVEL MEAN SEA LEVEL MT MOUNT MOUNT MU MASONRY UNIT MASONRY UNIT MULL MULLION MULLION MV MEDIUM VOLTAGE MEDIUM VOLTAGE MW MONITORING WELLMONITORING WELL

AutoCAD SHX Text N NORTH, NEUTRAL NORTH, NEUTRAL NORTH, NEUTRAL NA NOT APPLICABLE NOT APPLICABLE NAT NATURAL NATURAL NC NORMALLY CLOSED NORMALLY CLOSED NEG NEGATIVE NEGATIVE NF NEAR FACE, NON-FUSED NEAR FACE, NON-FUSED NFV NOT FIELD VERIFIED NOT FIELD VERIFIED NG NATURAL GROUND NATURAL GROUND NIC NOT IN CONTRACT NOT IN CONTRACT NO NORMALLY OPEN, NUMBER NORMALLY OPEN, NUMBER NOM NOMINAL NOMINAL NPS NOMINAL PIPE SIZE NOMINAL PIPE SIZE NPW NON-POTABLE WATER NON-POTABLE WATER NPT NATIONAL PIPE THREAD NATIONAL PIPE THREAD NS NEAR SIDE NEAR SIDE NTS NOT TO SCALE NOT TO SCALE NWL NORMAL WATER LEVEL NORMAL WATER LEVEL O TO O OUT-TO-OUT OUT-TO-OUT OA OUTSIDE AIR, OVERALL OUTSIDE AIR, OVERALL OC ON CENTER ON CENTER OCPD OVER CURRENT PROTECTION DEVICE OVER CURRENT PROTECTION DEVICE OD OUTSIDE DIAMETER OUTSIDE DIAMETER OED OPEN END DUCT OPEN END DUCT OF OUTSIDE FACE, OFFICE FURNISHING OUTSIDE FACE, OFFICE FURNISHING OG ORIGINAL GROUND ORIGINAL GROUND OH OVERHEAD OVERHEAD OHP OVERHEAD POWER OVERHEAD POWER OPNG OPENING OPENING OPP OPPOSITE OPPOSITE OPT OPTIONAL OPTIONAL OR OUTSIDE RADIUS OUTSIDE RADIUS ORD OVERFLOW ROOF DRAIN OVERFLOW ROOF DRAIN ORIG ORIGINAL ORIGINAL OUT OUTFALL OUTFALL OVFL OVERFLOW OVERFLOW OVHG OVERHANG OVERHANG OZ OUNCE OUNCE P PAINT, PROCESS (DWG DISCIPLINE) PAINT, PROCESS (DWG DISCIPLINE) PA PUBLIC ADDRESS, PRESSURIZED AIR PUBLIC ADDRESS, PRESSURIZED AIR PAR PARALLEL, PARAPET PARALLEL, PARAPET PB PANIC BAR, PULL BOX PANIC BAR, PULL BOX PBD PARTICLE BOARD PARTICLE BOARD PC POINT OF CURVE, PIECE, PRECAST POINT OF CURVE, PIECE, PRECAST PCC POINT OF COMPOUND CURVATURE POINT OF COMPOUND CURVATURE PCF POUNDS PER CUBIC FOOT POUNDS PER CUBIC FOOT PCT PERCENT PERCENT PE PLAIN END PLAIN END PED PEDESTAL PEDESTAL PEN PENETRATION PENETRATION PERF PERFORATED PERFORATED PERM PERMANENT PERMANENT PERP PERPENDICULAR PERPENDICULAR PF POWER FACTOR POWER FACTOR PFMU PREFACED MASONRY UNIT PREFACED MASONRY UNIT PFS POLYMER FEED SOLUTION POLYMER FEED SOLUTION PH PHASE PHASE PI POINT OF INTERSECTION POINT OF INTERSECTION PKG PACKAGE PACKAGE PL PLATE, PROPERTY LINE PLATE, PROPERTY LINE PLAS PLASTER PLASTER PLAT PLATFORM PLATFORM PLBG PLUMBING PLUMBING PLF POUND PER LINEAR FOOT POUND PER LINEAR FOOT PNEU PNEUMATIC PNEUMATIC POL POLISH POLISH POS POSITIVE, POSITION POSITIVE, POSITION PP POLYPROPYLENE, POWER POLE POLYPROPYLENE, POWER POLE PRC POINT OF REVERSE CURVATURE POINT OF REVERSE CURVATURE PREF PREFINISHED PREFINISHED PREFAB PREFABRICATED PREFABRICATED PRELIM PRELIMINARY PRELIMINARY PREP PREPARE PREPARE PRES PRESSURE PRESSURE PRI PRIMARY PRIMARY PROP PROPERTY PROPERTY PROT PROTECTION PROTECTION PS PIPE SUPPORT PIPE SUPPORT PSF POUNDS PER SQUARE FOOT POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH PSIA POUNDS PER SQUARE INCH ABSOLUTE POUNDS PER SQUARE INCH ABSOLUTE PSIG POUNDS PER SQUARE INCH GAGE POUNDS PER SQUARE INCH GAGE PST PRESTRESSED PRESTRESSED PT POINT, POINT OF TANGENCY POINT, POINT OF TANGENCY PTN PARTITION PARTITION PV PLUG VALVE PLUG VALVE PVC POLYVINYL CHLORIDE POLYVINYL CHLORIDE PVMT PAVEMENT PAVEMENT PW POTABLE WATER POTABLE WATER PWD PLYWOOD PLYWOOD PWJ PLYWOOD WEB JOIST PLYWOOD WEB JOIST PZ PIEZOMETER PIEZOMETER Q RATE OF FLOW RATE OF FLOW QT QUARRY TILE QUARRY TILE QTR QUARTER QUARTER QTY QUANTITY QUANTITY QUAL QUALITY QUALITY R&R REMOVE AND REPLACE REMOVE AND REPLACE R&S REMOVE AND SALVAGE REMOVE AND SALVAGE R RADIUS, REGISTER, RISER RADIUS, REGISTER, RISER RA RETURN AIR RETURN AIR RAS RETURN ACTIVATED SLUDGE RETURN ACTIVATED SLUDGE RB RESILIENT BASE, ROCK BERM RESILIENT BASE, ROCK BERM RCP REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE RCPT RECEPTACLE RECEPTACLE RD ROOF DRAIN ROOF DRAIN REC RECESS RECESS RECD RECEIVEDRECEIVED

AutoCAD SHX Text RECT RECTANGULAR RECTANGULAR RED REDUCER REDUCER REF REFERENCE REFERENCE REINF REINFORCING REINFORCING REM REMOVE REMOVE REQD REQUIRED REQUIRED RESIL RESILIENT RESILIENT RET RETAINING, RETURN RETAINING, RETURN REV REVISION, REVERSE REVISION, REVERSE RF RESILIENT FLOORING RESILIENT FLOORING RFG ROOFING ROOFING RFL REFLECTED, REFLECTOR REFLECTED, REFLECTOR RGH ROUGH ROUGH RGS RIGID GALVANIZED STEEL RIGID GALVANIZED STEEL RGS-PVC PVC COATED RGS PVC COATED RGS RH RELIEF HOOD, RIGHT HAND, RELIEF HOOD, RIGHT HAND, RELATIVE HUMIDITY RL REQUIRED LAP REQUIRED LAP RLFA RELIEF AIR RELIEF AIR RND ROUND ROUND RNG RUNNING RUNNING RO ROUGH OPENING ROUGH OPENING ROW RIGHT OF WAY RIGHT OF WAY RPM REVOLUTIONS PER MINUTE REVOLUTIONS PER MINUTE RR RAILROAD RAILROAD RS RAW SEWAGE RAW SEWAGE RSG ROUND SLIDE GATE ROUND SLIDE GATE RSP ROCK SLOPE PROTECTION ROCK SLOPE PROTECTION RSWGV RESILIENT WEDGE GATE VALVE RESILIENT WEDGE GATE VALVE RT RIGHT RIGHT RVT RESILIENT VINYL TILE RESILIENT VINYL TILE RW RECLAIMED WATER LINE RECLAIMED WATER LINE RWL RE-USE WATER LINE RE-USE WATER LINE RY READY READY S SOUTH, SINK, STRUCTURAL (DWG) SOUTH, SINK, STRUCTURAL (DWG) SA SUPPLY AIR SUPPLY AIR SAMU SOUND ABSORBING MASONRY UNIT SOUND ABSORBING MASONRY UNIT SAN SANITARY SANITARY SB SPLASH BLOCK, SODIUM BISULFATE SPLASH BLOCK, SODIUM BISULFATE SC SOLID CORE, SCUM SOLID CORE, SCUM SCBA SELF CONTAINED BREATHING APPARATUS SELF CONTAINED BREATHING APPARATUS SCH SCHEDULE SCHEDULE SCHEM SCHEMATIC SCHEMATIC SCN SCREEN SCREEN SE STEEL/ALUMINUM EDGE STEEL/ALUMINUM EDGE SEC SECONDARY, SECONDS SECONDARY, SECONDS SECT SECTION SECTION SEP SEPARATE SEPARATE SF SQUARE FOOT SQUARE FOOT SG SHEET GLASS, SEALANT GROOVE, SHEET GLASS, SEALANT GROOVE, SLIDE GATE (SQUARE/RECTANGULAR) SH SHOWER, SUCTION HEADER SHOWER, SUCTION HEADER SHT SHEET SHEET SHTG SHEATHING SHEATHING SIL SILENCE SILENCE SIM SIMILAR SIMILAR SL SLUDGE LINE SLUDGE LINE SLTD SLOTTED SLOTTED SLV SLEEVE SLEEVE SMLS SEAMLESS SEAMLESS SN SUPERNATANT SUPERNATANT SOG SLAB ON GRADE SLAB ON GRADE SP SOUNDPROOF, STANDPIPE SOUNDPROOF, STANDPIPE SPA SPACING SPACING SPEC SPECIFICATION SPECIFICATION SPLY SUPPLY SUPPLY SPST SINGLE POLE SINGLE THROW SINGLE POLE SINGLE THROW SPT SET POINT SET POINT SQ SQUARE SQUARE SR SHORT RADIUS SHORT RADIUS SS SERVICE SINK SERVICE SINK SST STAINLESS STEEL STAINLESS STEEL ST STREET STREET STA STATION STATION STD STANDARD STANDARD STIF STIFFENER STIFFENER STIR STIRRUP STIRRUP STL STEEL STEEL STM STORM SEWER STORM SEWER STOR STORAGE STORAGE STR STRUCTURAL, STRAIGHT STRUCTURAL, STRAIGHT SUB SUBSTITUTE SUBSTITUTE SUC SUCTION SUCTION SUSP SUSPENDED SUSPENDED SWD SIDEWATER DEPTH SIDEWATER DEPTH SY SQUARE YARD SQUARE YARD SYM SYMBOL SYMBOL SYMM SYMMETRICAL SYMMETRICAL SYN SYNTHETIC SYNTHETIC SYS SYSTEM SYSTEM T&B TOP AND BOTTOM TOP AND BOTTOM T&G TONGUE AND GROOVE TONGUE AND GROOVE T TILE, TREAD TILE, TREAD TA TOILET ACCESSORY, TEMPERED AIR TOILET ACCESSORY, TEMPERED AIR TAN TANGENT TANGENT TBM TEMPORARY BENCHMARK TEMPORARY BENCHMARK TCE TEMPORARY CONSTRUCTION EASEMENT TEMPORARY CONSTRUCTION EASEMENT TEF TROWELED EPOXY FLOORING TROWELED EPOXY FLOORING TEMP TEMPORARY, TEMPERATURE TEMPORARY, TEMPERATURE THD THREAD THREAD THK THICK THICK THRESH THRESHOLD THRESHOLD THRU THROUGH THROUGH TKBD TACK BOARD TACK BOARD TOB TOP OF BOLT, TOP OF BANK, TOP OF BOLT, TOP OF BANK, TOP OF BEAM TOC TOP OF CURB, TOP OF CONCRETE TOP OF CURB, TOP OF CONCRETE TOD TOP OF DUCT TOP OF DUCT TOF TOP OF FOOTINGTOP OF FOOTING

AutoCAD SHX Text GENERAL NOTES: 1. THESE ABBREVIATIONS APPLY TO THE ENTIRE THESE ABBREVIATIONS APPLY TO THE ENTIRE SET OF CONTRACT DRAWINGS. 2. LISTING OF ABBREVIATIONS DOES NOT IMPLY LISTING OF ABBREVIATIONS DOES NOT IMPLY ALL ABBREVIATIONS ARE USED IN THE CONTRACT DRAWINGS. 3. ABBREVIATIONS SHOWN ON THIS DRAWING ABBREVIATIONS SHOWN ON THIS DRAWING INCLUDE VARIATION OF THE WORD, FOR EXAMPLE, "MOD: MAY MEAN MODIFY OR MODIFICATION; "INC" MAY MEAN INCLUDED OR INCLUDING; "REINF" MAY MEAN EITHER REINFORCE OR REINFORCING. 4. SCREENING OR SHADING OF WORK IS USED TO SCREENING OR SHADING OF WORK IS USED TO INDICATE EXISTING COMPONENTS OR TO DE-EMPHASIZE PROPOSED IMPROVEMENTS TO HIGHLIGHT SELECTED TRADE WORK. REFER TO CONTEXT OF EACH DRAWING FOR USAGE.

AutoCAD SHX Text TOG TOP OF GRATING TOP OF GRATING TOL TOLERANCE, TOP OF LEDGER TOLERANCE, TOP OF LEDGER TOM TOP OF MASONRY TOP OF MASONRY TOP TOP OF PLATE TOP OF PLATE TOPO TOPOGRAPHY TOPOGRAPHY TOS TOP OF SLAB, TOP OF STEEL TOP OF SLAB, TOP OF STEEL TW TOP OF WALL TOP OF WALL TP TOILET PARTITION, TELEPHONE POLE, TOILET PARTITION, TELEPHONE POLE, TOE PLATE, TREE PROTECTION, TRAP PRIMER TPD TOILET PAPER DISPENSER TOILET PAPER DISPENSER TPG TOPPING TOPPING TR TRANSOM TRANSOM TRANS TRANSITION TRANSITION TRD TRENCH DRAIN TRENCH DRAIN TS THICKENED SLUDGE THICKENED SLUDGE TYP TYPICAL TYPICAL U URINAL URINAL UG UNDERGROUND UNDERGROUND ULT ULTIMATE ULTIMATE UNFN UNFINISHED UNFINISHED UNO UNLESS NOTED OTHERWISE UNLESS NOTED OTHERWISE UTIL UTILITY UTILITY V VENT, VELOCITY, VOLT VENT, VELOCITY, VOLT VA VOLT AMPERE VOLT AMPERE VAC VACUUM VACUUM VAR VARNISH, VARIABLE, VOLT VARNISH, VARIABLE, VOLT AMPERES REACTIVE VB VAPOR BARRIER, VINYL BASE, VAPOR BARRIER, VINYL BASE, VALVE BOX VC VERTICAL CURVE VERTICAL CURVE VCT VINYL COMPOSITION TILE, VINYL COMPOSITION TILE, VERTICAL CENTERLINE VEL VELOCITY VELOCITY VENT VENTILATION VENTILATION VERT VERTICAL VERTICAL VG VERTICAL GRAIN VERTICAL GRAIN VIF VERIFY IN FIELD VERIFY IN FIELD VIN VINYL VINYL VS VERSUS, VAPOR SEAL VERSUS, VAPOR SEAL VOL VOLUME VOLUME VPC VERTICAL POINT OF CURVATURE VERTICAL POINT OF CURVATURE VPI VERTICAL POINT OF INTERSECTION VERTICAL POINT OF INTERSECTION VPT VERTICAL POINT OF TANGENCY VERTICAL POINT OF TANGENCY VTR VENT THROUGH ROOF VENT THROUGH ROOF VWC VINYL WALL COVERING VINYL WALL COVERING W/ WITH WITH W/O WITHOUT WITHOUT W WATT, WEST, WIDE, WINDOW, WIRE, WATT, WEST, WIDE, WINDOW, WIRE, WIDE FLANGE BEAM, POTABLE WATER LINE WAS WASTE ACTIVATED SLUDGE WASTE ACTIVATED SLUDGE WB WOOD BASE WOOD BASE WC WATER CLOSET, WATER COLUMN, WATER CLOSET, WATER COLUMN, WELL COLLECTION LINE WD WOOD, WIDTH WOOD, WIDTH WF WIDE FLANGE, WASH FOUNTAIN WIDE FLANGE, WASH FOUNTAIN WG WIRE GLASS, WATER GAGE, WIRE GLASS, WATER GAGE, WEIR GATE WH WALL HYDRANT, WEEP HOLE WALL HYDRANT, WEEP HOLE WI WROUGHT IRON WROUGHT IRON WL WATER LEVEL, POTABLE WATERLINE WATER LEVEL, POTABLE WATERLINE WLD WELDED WELDED WM WIRE MESH WIRE MESH WP WATERPROOF, WORKING POINT WATERPROOF, WORKING POINT WTHP WEATHERPROOF WEATHERPROOF WS WATERSTOP, WATER SURFACE WATERSTOP, WATER SURFACE WSCT WAINSCOT WAINSCOT WT WEIGHT, WATER TIGHT WEIGHT, WATER TIGHT WW SANITARY SEWER SANITARY SEWER WWF WELDED WIRE FABRIC WELDED WIRE FABRIC XP EXPLOSION PROOF EXPLOSION PROOF XS EXTRA STRONG EXTRA STRONG XXS DOUBLE EXTRA STRONG DOUBLE EXTRA STRONG XSECT CROSS SECTION CROSS SECTION YH YARD HYDRANT YARD HYDRANT YS YIELD STRENGTHYIELD STRENGTH

AutoCAD SHX Text

DRAWING:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

PROJECT MANAGER:

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

REV. NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DCS PROJECT NO:

AutoCAD SHX Text

JTH

AutoCAD SHX Text DCS ENGINEERING, LLC 1101 S. CAPITAL OF TEXAS HIGHWAY, BUILDING G-100 AUSTIN, TX 78746 TEL: (512) 614-6171 T.B.P.E. FIRM NO. F-13162

AutoCAD SHX Text 20101594

AutoCAD SHX Text

DCS

AutoCAD SHX Text

PG

AutoCAD SHX Text

JTH/PG

AutoCAD SHX Text

JTH

AutoCAD SHX Text 154316

AutoCAD SHX Text

J. PATRICIO GALINDO RANGEL

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text X

AutoCAD SHX Text A

AutoCAD SHX Text S

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text L

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text S

AutoCAD SHX Text E

D

GENERAL NOTES - SHEET NO. 1

AS NOTED

00G-04

SEPTEMBER 2025

WEST TRANSMISSION LINE VALVE

REPLACEMENTS

OHP

X X

AutoCAD SHX Text

DRAWING:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

PROJECT MANAGER:

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

REV. NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DCS PROJECT NO:

AutoCAD SHX Text

AutoCAD SHX Text

JTH

AutoCAD SHX Text

BCB

AutoCAD SHX Text

JRS

AutoCAD SHX Text DCS ENGINEERING, LLC 1101 S. CAPITAL OF TEXAS HIGHWAY, BUILDING G-100 AUSTIN, TX 78746 TEL: (512) 614-6171 T.B.P.E. FIRM NO. F-13162

AutoCAD SHX Text 20101594

AutoCAD SHX Text

DCS

AutoCAD SHX Text

PG

AutoCAD SHX Text

JTH/PG

AutoCAD SHX Text

JTH

AutoCAD SHX Text 154316

AutoCAD SHX Text

J. PATRICIO GALINDO RANGEL

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text X

AutoCAD SHX Text A

AutoCAD SHX Text S

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text L

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text ONCOR ELECTRIC 1. OVERHEAD LINES EXIST ON THE PROPERTY AND ARE CLEARLY VISIBLE, CONTRACTOR SHALL LOCATE THEM PRIOR TO OVERHEAD LINES EXIST ON THE PROPERTY AND ARE CLEARLY VISIBLE, CONTRACTOR SHALL LOCATE THEM PRIOR TO BEGINNING ANY CONSTRUCTION. TEXAS LAW, SECTION 752, HEALTH & SAFETY CODE, FORBIDS ALL ACTIVITIES IN WHICH PERSONS OR THINGS MAY COME WITHIN SIX (6) FEET OF LIVE OVERHEAD HIGH VOLTAGE LINES. PARTIES RESPONSIBLE FOR THE WORK, INCLUDING CONTRACTORS, ARE LEGALLY RESPONSIBLE FOR SAFETY OF CONSTRUCTION WORKERS UNDER THIS LAW. THIS LAW CARRIES BOTH CRIMINAL AND CIVIL LIABILITY. TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL THE ELECTRIC SERVICE PROVIDER.

AutoCAD SHX Text FLOOD PLAIN NOTE: AS PER FIRM PANEL NO. 48491C0486F, DATED DECEMBER 20, 2019 SITE NO. 1 IS OUTSIDE OF THE 100-YEAR FLOOD PLAIN. AS PER FIRM PANEL NO. 48491C0487F, DATED DECEMBER 20, 2019 SITE NO. 2 IS OUTSIDE OF THE 100-YEAR FLOOD PLAIN; AND SITE NO. 3 IS WITHIN 100-YEAR FLOOD PLAIN.

AutoCAD SHX Text

BASIN

AutoCAD SHX Text

TEXT - EXISTING FACILITIES

AutoCAD SHX Text

BASIN

AutoCAD SHX Text

TEXT - PROPOSED FACILITIES

AutoCAD SHX Text

LINE WEIGHT - EXISTING FACILITIES

AutoCAD SHX Text

LINE WEIGHT - PROPOSED FACILITIES

AutoCAD SHX Text

BASIN

AutoCAD SHX Text

TEXT - EXISTING CALL OUTS

AutoCAD SHX Text

BASIN

AutoCAD SHX Text

TEXT - PROPOSED CALL OUTS

AutoCAD SHX Text

TEXT LEGEND

AutoCAD SHX Text

DRAWING CROSS REFERENCE SYSTEM

AutoCAD SHX Text

1. DETAILS & SECTIONS

AutoCAD SHX Text

(A) DETAIL 1 IS SHOWN ON DRAWING 01M-02

AutoCAD SHX Text

DETAIL NUMBER

AutoCAD SHX Text

DRAWING NUMBER ON WHICH DETAIL APPEARS

AutoCAD SHX Text

(B) DETAIL 4 IS SHOWN ON SAME SHEET

AutoCAD SHX Text

DETAIL NUMBER

AutoCAD SHX Text 01M-02

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

LEGEND:

AutoCAD SHX Text

FG=660.36

AutoCAD SHX Text

FL=653.99

AutoCAD SHX Text

STATION 1+00

AutoCAD SHX Text

PROPOSED FINISHED GRADE

AutoCAD SHX Text

PROPOSED FLOW LINE

AutoCAD SHX Text GENERAL NOTES: 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF ROUND ROCK (CORR) DESIGN AND ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF ROUND ROCK (CORR) DESIGN AND CONSTRUCTION STANDARDS (DACS) SPECIFICATIONS MANUAL. 2. ANY EXISTING UTILITIES, PAVEMENT, CURBS, SIDEWALKS, STRUCTURES, TREES, ETC. (NOT PLANNED FOR ANY EXISTING UTILITIES, PAVEMENT, CURBS, SIDEWALKS, STRUCTURES, TREES, ETC. (NOT PLANNED FOR DEMOLITION OR REMOVAL) THAT ARE DAMAGED OR REMOVED, SHALL BE REPAIRED, OR REPLACED, AT THE CONTRACTOR'S EXPENSE. 3. THE CONTRACTOR SHALL VERIFY ALL DEPTHS AND LOCATIONS OF EXISTING UTILITIES PRIOR TO ANY CONSTRUCTION THE CONTRACTOR SHALL VERIFY ALL DEPTHS AND LOCATIONS OF EXISTING UTILITIES PRIOR TO ANY CONSTRUCTION ACTIVITIES. ANY DISCREPANCIES WITH THE CONSTRUCTION PLANS FOUND IN THE FIELD SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE ENGINEER WHO SHALL BE RESPONSIBLE FOR REVISING THE PLANS AS APPROPRIATE. FAILURE TO COMPLETE THIS STEP PRIOR TO COMMENCEMENT OF CONSTRUCTION MAY RESULT IN SIGNIFICANT DELAYS AND/OR EXPENDITURES FOR WHICH THE CITY SHALL NOT BE HELD LIABLE. 4. MANHOLE FRAMES, COVERS, VALVES, CLEANOUTS, ETC. SHALL BE RAISED TO FINISHED GRADE PRIOR TO FINAL MANHOLE FRAMES, COVERS, VALVES, CLEANOUTS, ETC. SHALL BE RAISED TO FINISHED GRADE PRIOR TO FINAL PAVING CONSTRUCTION. 5. THE CONTRACTOR SHALL PROVIDE THE CITY OF ROUND ROCK WITH A 48-HOUR NOTICE BEFORE BEGINNING EACH THE CONTRACTOR SHALL PROVIDE THE CITY OF ROUND ROCK WITH A 48-HOUR NOTICE BEFORE BEGINNING EACH PHASE OF CONSTRUCTION. TELEPHONE (512) 218-5428 (PLANNING AND DEVELOPMENT SERVICES DEPARTMENT – PDS) PDS) 6. ALL AREAS DISTURBED OR EXPOSED DURING CONSTRUCTION SHALL BE REVEGETATED IN ACCORDANCE WITH THE ALL AREAS DISTURBED OR EXPOSED DURING CONSTRUCTION SHALL BE REVEGETATED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. THIS INCLUDES ANY AREAS LOCATED OUTSIDE OF THE DEFINED LIMITS OF CONSTRUCTION (LOC), IN RIGHTS-OF-WAY (ROW), OR LOCATED ON ADJACENT PROPERTIES. REVEGETATION OF ALL DISTURBED OR EXPOSED AREAS SHALL CONSIST OF SODDING OR SEEDING, AT THE CONTRACTOR'S DISCREPANCY, AS OUTLINED IN THE CITY’S DESIGN AND CONSTRUCTION STANDARDS. THE TYPE OF REVEGETATION PROVIDED S DESIGN AND CONSTRUCTION STANDARDS. THE TYPE OF REVEGETATION PROVIDED MUST BE EQUIVALENT TO OR EXCEED THE TYPE OF VEGETATION PRESENT PRIOR TO CONSTRUCTION. 7. PRIOR TO ANY CONSTRUCTION, A PRE-CONSTRUCTION MEETING SHALL BE HELD BETWEEN THE CITY OF ROUND PRIOR TO ANY CONSTRUCTION, A PRE-CONSTRUCTION MEETING SHALL BE HELD BETWEEN THE CITY OF ROUND ROCK, THE DESIGN ENGINEER, THE CONTRACTOR, SUBCONTRACTORS, OTHER UTILITY COMPANIES, AND ANY AFFECTED PARTIES OR OTHER ENTITY THE CITY OR DESIGN ENGINEER DEEM NECESSARY. 8. THE CONTRACTOR AND THE DESIGN ENGINEER SHALL KEEP ACCURATE RECORDS OF ALL CONSTRUCTION THAT THE CONTRACTOR AND THE DESIGN ENGINEER SHALL KEEP ACCURATE RECORDS OF ALL CONSTRUCTION THAT DEVIATES FROM THE PLANS. CHANGES TO APPROVED, CONSTRUCTION-STAMPED PLANS WILL REQUIRE A REVISION FROM THE DESIGN ENGINEER THAT IS APPROVED BY THE CITY PRIOR TO FIELD USE. THE DESIGN ENGINEER SHALL FURNISH THE CITY OF ROUND ROCK ACCURATE "AS-BUILT" RECORD DRAWINGS FOLLOWING COMPLETION OF ALL CONSTRUCTION. THESE "AS- BUILT" RECORD DRAWINGS SHALL MEET WITH THE SATISFACTION OF THE PLANNING AND DEVELOPMENT SERVICES DEPARTMENT PRIOR TO FINAL ACCEPTANCE OF THE PROJECT. 9. THE CITY OF ROUND ROCK SHALL NOT BE PETITIONED FOR ACCEPTANCE UNTIL ALL NECESSARY EASEMENT THE CITY OF ROUND ROCK SHALL NOT BE PETITIONED FOR ACCEPTANCE UNTIL ALL NECESSARY EASEMENT DOCUMENTS HAVE BEEN SIGNED AND RECORDED. 10. WHENEVER CONSTRUCTION ACTIVITIES ARE TAKING PLACE WITHIN AN EXISTING EASEMENT, THE CONTRACTOR WHENEVER CONSTRUCTION ACTIVITIES ARE TAKING PLACE WITHIN AN EXISTING EASEMENT, THE CONTRACTOR SHALL CONFINE THEIR WORK TO WITHIN THE BOUNDS OF SAID EASEMENT. PRIOR TO FINAL ACCEPTANCE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL TRASH AND DEBRIS WITHIN ANY PERMANENT OR TEMPORARY EASEMENTS. CLEAN-UP SHALL BE TO THE SATISFACTION OF THE CITY OF ROUND ROCK CIVIL INSPECTOR AND/OR THE CITY ENGINEER. 11. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL APPLY FOR AND SECURE ALL PROPER PERMITS FROM THE PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL APPLY FOR AND SECURE ALL PROPER PERMITS FROM THE APPROPRIATE AUTHORITIES. 12. AVAILABLE PERMANENT BENCHMARKS (CITY OF ROUND ROCK DATUM) WITH VERTICAL DATUM INFORMATION AVAILABLE PERMANENT BENCHMARKS (CITY OF ROUND ROCK DATUM) WITH VERTICAL DATUM INFORMATION THAT MAY BE UTILIZED FOR THE CONSTRUCTION OF THIS PROJECT AND ARE DESCRIBED AS FOLLOWS: BEARING BASED ON THE TEXAS COORDINATE SYSTEM OF 1983 (NAD 83) CENTRAL TEXAS ZONE. BASED ON LOCAL GPS OBSERVATIONS. BENCHMARK LIST: BENCHMARK NO. 1: TXDOT BRASS DISC. AVD88 ELEVATION: 839.18'. BENCHMARK NO. 2: SET CAPPED IRON ROD "WATERLOO SURVEYORS". NAVD88 ELEVATION: 759.96'. BENCHAMRK NO. 3: SET CAPPED IRON ROD "WATERLOO SURVEYORS". NAVD88 ELEVATION: 745.11'. TRENCH SAFETY NOTES: 1. IN ACCORDANCE WITH THE LAWS OF THE STATE OF TEXAS AND THE U.S. OCCUPATIONAL SAFETY AND HEALTH IN ACCORDANCE WITH THE LAWS OF THE STATE OF TEXAS AND THE U.S. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REGULATIONS, ALL TRENCHES OVER 5 FEET IN DEPTH, IN EITHER HARD AND COMPACT OR SOFT AND UNSTABLE SOIL, SHALL BE SLOPED, SHORED, SHEETED, BRACED OR OTHERWISE SUPPORTED. FURTHERMORE, ALL TRENCHES LESS THAN 5 FEET IN DEPTH SHALL ALSO BE EFFECTIVELY PROTECTED WHEN HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. TRENCH SAFETY SYSTEMS TO BE UTILIZED FOR THIS PROJECT SHALL BE PROVIDED AS PART OF A PACKAGE REQUIRED PRIOR TO THE PRE-CONSTRUCTION MEETING AND ANY CONSTRUCTION ACTIVITIES. 2. IN ACCORDANCE WITH THE U.S. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION REGULATIONS, WHEN IN ACCORDANCE WITH THE U.S. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION REGULATIONS, WHEN PERSONS ARE IN TRENCHES 4 FEET DEEP OR MORE, ADEQUATE MEANS OF EXIT, SUCH AS A LADDER OR STEPS, MUST BE PROVIDED AND LOCATED IN SUCH A MANNER AS TO REQUIRE NO MORE THAN 25 FEET OF LATERAL TRAVEL. 3. IF TRENCH SAFETY SYSTEM DETAILS WERE NOT PROVIDED IN THE PLANS BECAUSE TRENCHES WERE ANTICIPATED IF TRENCH SAFETY SYSTEM DETAILS WERE NOT PROVIDED IN THE PLANS BECAUSE TRENCHES WERE ANTICIPATED TO BE LESS THAN 5 FEET IN DEPTH BUT, DURING CONSTRUCTION, IT IS FOUND THAT TRENCHES ARE IN FACT 5 FEET OR MORE IN DEPTH (OR) TRENCHES LESS THAN 5 FEET IN DEPTH ARE IN AN AREA WHERE HAZARDOUS GROUND MOVEMENT IS EXPECTED, ALL CONSTRUCTION SHALL CEASE, THE TRENCHED AREA SHALL BE BARRICADED AND THE DESIGN ENGINEER NOTIFIED IMMEDIATELY. CONSTRUCTION SHALL NOT RESUME UNTIL APPROPRIATE TRENCH SAFETY SYSTEM DETAILS, AS DESIGNED BY A PROFESSIONAL ENGINEER, ARE SUBMITTED TO THE CITY OF ROUND ROCK FOR REVIEW AND APPROVAL. STREET AND DRAINAGE NOTES: 1. ALL TESTING SHALL BE DONE BY AN INDEPENDENT LABORATORY AT THE OWNER'S EXPENSE. ANY RETESTING ALL TESTING SHALL BE DONE BY AN INDEPENDENT LABORATORY AT THE OWNER'S EXPENSE. ANY RETESTING SHALL BE PAID FOR BY THE CONTRACTOR. A CITY INSPECTOR SHALL BE PRESENT DURING ALL TESTS. TESTING SHALL BE COORDINATED WITH THE CITY INSPECTOR, AND THEY SHALL BE GIVEN A MINIMUM 24-HOUR NOTICE PRIOR TO ANY TESTING. 2. PUBLIC ROADWAYS CONSTRUCTED AS PART OF ANY DEVELOPMENT PERMIT SHALL BE FREE FROM DEFECTS, PUBLIC ROADWAYS CONSTRUCTED AS PART OF ANY DEVELOPMENT PERMIT SHALL BE FREE FROM DEFECTS, PATCHES, OR REPAIRS PRIOR TO ACCEPTANCE BY THE CITY OF ROUND ROCK. ROADWAYS SHALL HAVE A CLEAR SURFACE FREE FROM ANY GOUGES, MARRING, OR CRACKING TO BE CONSIDERED SUITABLE TO THE CITY OF ROUND ROCK TRANSPORTATION DEPT. NO NEW ROADWAYS SHALL BE ACCEPTED UNTIL ALL CONSTRUCTION TRAFFIC RELATED TO THIS OR ANY ASSOCIATED PERMIT HAS CEASED, AND THE ROADWAY IS OPEN TO AND EXCLUSIVELY USED BY THE GENERAL PUBLIC. 3. BACKFILL BEHIND THE CURB SHALL BE COMPACTED TO OBTAIN A MINIMUM OF 95% MAXIMUM DENSITY TO BACKFILL BEHIND THE CURB SHALL BE COMPACTED TO OBTAIN A MINIMUM OF 95% MAXIMUM DENSITY TO WITHIN 3" OF TOP OF CURB. MATERIAL USED SHALL BE PRIMARILY GRANULAR WITH NO ROCKS LARGER THAN 6" IN THE GREATEST DIMENSION. THE REMAINING 3" SHALL BE CLEAN TOPSOIL FREE FROM ALL CLUMPS AND SUITABLE FOR SUSTAINING PLANT LIFE. 4. THE DEPTH OF COVER FOR ALL CROSSINGS UNDER PAVEMENT INCLUDING GAS, ELECTRIC, TELEPHONE, CABLE TV, THE DEPTH OF COVER FOR ALL CROSSINGS UNDER PAVEMENT INCLUDING GAS, ELECTRIC, TELEPHONE, CABLE TV, WATER SERVICES, ETC. SHALL BE A MINIMUM OF 30" BELOW SUBGRADE. 5. STREET RIGHTS-OF-WAY SHALL BE GRADED AT A SLOPE OF 1/4" PER FOOT TOWARD THE CURB UNLESS OTHERWISE STREET RIGHTS-OF-WAY SHALL BE GRADED AT A SLOPE OF 1/4" PER FOOT TOWARD THE CURB UNLESS OTHERWISE INDICATED. HOWEVER, IN NO CASE SHALL THE WIDTH OF RIGHT-OF-WAY AT 1/4" PER FOOT SLOPE BE LESS THAN 10 FEET UNLESS A SPECIFIC REQUEST FOR AN ALTERNATE GRADING SCHEME IS SUBMITTED TO AND APPROVED BY THE CITY OF ROUND ROCK PLANNING AND DEVELOPMENT SERVICES DEPARTMENT. 6. BARRICADES, BUILT TO CITY OF ROUND ROCK STANDARDS, SHALL BE CONSTRUCTED ON ALL DEAD-END STREETS BARRICADES, BUILT TO CITY OF ROUND ROCK STANDARDS, SHALL BE CONSTRUCTED ON ALL DEAD-END STREETS AND, AS NECESSARY, DURING CONSTRUCTION TO MAINTAIN JOB AND PUBLIC SAFETY. 7. ALL REINFORCED CONCRETE PIPE (RCP) SHALL BE MINIMUM CLASS ILL. ALL PUBLIC RCP SHALL BE A MINIMUM ALL REINFORCED CONCRETE PIPE (RCP) SHALL BE MINIMUM CLASS ILL. ALL PUBLIC RCP SHALL BE A MINIMUM OF 18-INCHES IN DIAMETER. 8. WHERE PLASTICITY INDEX (PI) IS OVER 20, SUBGRADES MUST BE STABILIZED UTILIZING A METHOD ACCEPTABLE WHERE PLASTICITY INDEX (PI) IS OVER 20, SUBGRADES MUST BE STABILIZED UTILIZING A METHOD ACCEPTABLE TO THE PLANNING AND DEVELOPMENT SERVICES DEPARTMENT. THE GEOTECHNICAL ENGINEER SHALL RECOMMEND AN APPROPRIATE SUBGRADE STABILIZATION IF SULFATES ARE DETERMINED TO BE PRESENT. WHEN UTILIZING LIME FOR SOIL STABILIZATION, PLACEMENT SHALL BE IN THE FORM OF LIME SLURRY, NOT PELLETS. SOIL DESCRIPTION; DENSITY, PERCENT; MOISTURE CONTENT PI<15 98%; DA* AND 105% DA; N/A 98%; DA* AND 105% DA; N/A 15 PI 35; 98% DA AND 102% DA; WOPT + 3% 98% DA AND 102% DA; WOPT + 3% WOPT + 3% PI > 35; 95% DA AND 100% DA; WOPT +3% 95% DA AND 100% DA; WOPT +3% WOPT +3% WATER AND WASTEWATER NOTES: 1. PIPE MATERIAL FOR WATER MAINS SHALL BE DUCTILE IRON (AWWA C-100, MIN. CLASS 250). WATER SERVICES (2" OR LESS) PIPE MATERIAL FOR WATER MAINS SHALL BE DUCTILE IRON (AWWA C-100, MIN. CLASS 250). WATER SERVICES (2" OR LESS) SHALL BE POLYETHYLENE TUBING (BLACK, 200 PSI, DR 9). 2. PIPE MATERIAL FOR PRESSURE WASTEWATER MAINS SHALL BE PVC (AWWA C-900, MIN. CLASS 150), SDR26 PIPE MATERIAL FOR PRESSURE WASTEWATER MAINS SHALL BE PVC (AWWA C-900, MIN. CLASS 150), SDR26 HIGHER PRESSURE RATED (160 PSI), OR DUCTILE IRON (AWWA C-100, MIN. CLASS 200). PIPE MATERIAL FOR GRAVITY WASTEWATER MAINS SHALL BE SDR26 PVC, PVC (ASTM D2241 OR D3034, MAX. DR-26), DUCTILE IRON (AWWA C-100, MIN. CLASS 200). 3. UNLESS OTHERWISE ACCEPTED BY THE PLANNING AND DEVELOPMENT SERVICES DEPARTMENT, MINIMUM UNLESS OTHERWISE ACCEPTED BY THE PLANNING AND DEVELOPMENT SERVICES DEPARTMENT, MINIMUM DEPTH OF COVER FOR ALL LINES OUTSIDE OF THE PAVED AREAS SHALL BE 42" BELOW FINISHED GRADE AND 30” BELOW SUBGRADE FOR ALL LINES LOCATED IN PAVED AREAS. 4. ALL FIRE HYDRANT AND SPRINKLER LEADS SHALL BE DUCTILE IRON PIPE (AWWA C-100, MIN. CLASS 200). ALL FIRE HYDRANT AND SPRINKLER LEADS SHALL BE DUCTILE IRON PIPE (AWWA C-100, MIN. CLASS 200). 5. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH A MINIMUM OF 8-MIL POLYETHYLENE AND ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH A MINIMUM OF 8-MIL POLYETHYLENE AND SEALED WITH DUCT TAPE OR EQUAL ACCEPTED BY THE CITY OF ROUND ROCK CIVIL INSPECTOR. 6. THE CONTRACTOR SHALL CONTACT THE CITY OF ROUND ROCK INSPECTOR TO COORDINATE UTILITY TIE-INS AND THE CONTRACTOR SHALL CONTACT THE CITY OF ROUND ROCK INSPECTOR TO COORDINATE UTILITY TIE-INS AND NOTIFY THEM AT LEAST 48 HOURS PRIOR TO CONNECTING TO ANY EXISTING LINES. 7. ALL MANHOLES SHALL BE CONCRETE WITH CAST IRON RING AND COVER. ALL MANHOLES LOCATED OUTSIDE OF THE ALL MANHOLES SHALL BE CONCRETE WITH CAST IRON RING AND COVER. ALL MANHOLES LOCATED OUTSIDE OF THE PAVEMENT SHALL HAVE BOLTED COVERS. CORE CONNECTIONS TO FIBERGLASS MANHOLES ARE PROHIBITED. 8. THE CONTRACTOR MUST OBTAIN A BULK WATER PERMIT OR PURCHASE AND INSTALL A WATER METER FOR ALL THE CONTRACTOR MUST OBTAIN A BULK WATER PERMIT OR PURCHASE AND INSTALL A WATER METER FOR ALL WATER USED DURING CONSTRUCTION. A COPY OF THIS PERMIT MUST ALWAYS BE POSSESSED BY ANY PARTIES WHO UTILIZE WATER. CONTACT WATER DISTRIBUTION AT (512) 801-4435 FOR ADDITIONAL INFORMATION. 9. LINE FLUSHING, OR ANY ACTIVITY USING A LARGE QUANTITY OF WATER, MUST BE SCHEDULED A MINIMUM (10) LINE FLUSHING, OR ANY ACTIVITY USING A LARGE QUANTITY OF WATER, MUST BE SCHEDULED A MINIMUM (10) DAYS IN ADVANCE WITH THE CITY OF ROUND ROCK CIVIL INSPECTOR. 10. THE CONTRACTOR, AT HIS EXPENSE, SHALL PERFORM STERILIZATION OF ALL POTABLE WATER LINES CONSTRUCTED THE CONTRACTOR, AT HIS EXPENSE, SHALL PERFORM STERILIZATION OF ALL POTABLE WATER LINES CONSTRUCTED AND SHALL PROVIDE ALL EQUIPMENT (INCLUDING TEST GAUGES), SUPPLIES (INCLUDING CONCENTRATED CHLORINE DISINFECTING MATERIAL), AND NECESSARY LABOR REQUIRED FOR THE STERILIZATION PROCEDURE. THE STERILIZATION PROCEDURE SHALL BE MONITORED BY THE CITY OF ROUND ROCK CIVIL INSPECTOR. WATER SAMPLES WILL BE COLLECTED BY THE CITY OF ROUND ROCK TO VERIFY EACH TREATED LINE HAS ATTAINED AN INITIAL CHLORINE CONCENTRATION OF 50 PPM.