580-16-102 Project Drawings Part I.pdf

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HOLCOMBE BLVD.

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KENNETH W. BRYANT

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PROJECT

LOCATION

CS000 - COVER SHEET

CS001 - LEGEND & ABBREVIATIONS

CS002 - GENERAL NOTES

CS003 - TOPO SURVEY 1 OUT OF 10

CS004 - TOPO SURVEY 2 OUT OF 10

CS005 - TOPO SURVEY 3 OUT OF 10

CS006 - TOPO SURVEY 4 OUT OF 10

CS007 - TOPO SURVEY 5 OUT OF 10

CS008 - TOPO SURVEY 6 OUT OF 10

CS009 - TOPO SURVEY 7 OUT OF 10

CS010 - TOPO SURVEY 8 OUT OF 10

CS011 - TOPO SURVEY 9 OUT OF 10

CS012 - TOPO SURVEY 10 OUT OF 10

CS013 - FIRM MAP

CS100 - OVERALL LAYOUT

CS101 - NORTHERN AREA ENLARGED LAYOUT

CS102 - SOUTHERN AREA ENLARGED LAYOUT

CS200 - TYPICAL SECTIONS (SHEET 1 OF 2)

CS201 - TYPICAL SECTIONS (SHEET 2 OF 2)

CS202 - ROADWAY PLAN & PROFILE - CATE TERRACE (BEGINNING 10+00 TO STA 14+60)

CS203 - ROADWAY PLAN & PROFILE - CATE TERRACE (STA 14+60 TO END)

CS204 - ROADWAY PLAN & PROFILE - ADMIN ACCESS ROAD WEST (BEGINNING TO STA 13+00)

CS205 - ROADWAY PLAN & PROFILE - ADMIN ACCESS ROAD WEST (STA 13+00 TO END)

CS206 - ROADWAY PLAN & PROFILE - ADMIN ACCESS ROAD EAST (BEGINNING TO END)

CS207 - ROADWAY PLAN & PROFILE - MIXON AVE (BEGINNING TO STA 15+00)

CS208 - ROADWAY PLAN & PROFILE - MIXON AVE (STA 15+00 TO STA 20+00)

CS209 - ROADWAY PLAN & PROFILE - MIXON AVE (STA 20+00 TO END)

CS210 - ROADWAY PLAN & PROFILE - SHEEHAN AVE (BEGINNING TO STA 15+00)

CS211 - ROADWAY PLAN & PROFILE - SHEEHAN AVE (STA 15+00 TO END)

CS300 - TCP - SHEEHAN AVE - PHASE 1A

CS301 - TCP - SHEEHAN AVE - PHASE 1B

CS302 - TCP - MIXON AVE - PHASE 1

CS303 - TCP - MIXON AVE - PHASE 2A

CS304 - TCP - MIXON AVE - PHASE 2B

CS305 - TCP & DETOUR PLAN - CATE TERRACE - PHASE 1

CS306 - TCP & DETOUR PLAN - CATE TERRACE - PHASE 2

CS307 - TCP & DETOUR PLAN - CATE TERRACE - PHASE 3

CS308 - TCP & DETOUR PLAN - CATE TERRACE - PHASE 4A

CS309 - TCP & DETOUR PLAN - CATE TERRACE - PHASE 4B

CS310 - TCP & DETOUR PLAN - CATE TERRACE - PHASE 5A

CS311 - TCP & DETOUR PLAN - CATE TERRACE - PHASE 5B

CS400 - SIGNAGE & STRIPING PLAN - CATE TERRACE RD

CS401 - SIGNAGE & STRIPING PLAN - MIXON AVE RD

CS402 - SIGNAGE & STRIPING PLAN - SHEEHAN AVE RD

CS500 - ADMIN ACCESS SECURITY GATE PLAN

CS600 - STORM WATER POLLUTION PREVENTION PLAN - CATE TERRACE & ADMIN ACCESS

CS601 - STORM WATER POLLUTION PREVENTION PLAN - MIXON AVE

CS602 - STORM WATER POLLUTION PREVENTION PLAN - SHEEHAN AVE

CS700 - PVMT DETAILS 1 OF 3

CS701 - PVMT DETAILS 2 OF 3

CS702 - PVMT DETAILS 3 OF 3

CS703 - UTILITY DETAILS

CS704 - STORM WATER POLLUTION PREVENTION PLAN DETAILS

CS705 - SIGNAGE AND STRIPING DETAILS 1 OF 2

CS706 - SIGNAGE AND STRIPING DETAILS 2 OF 2

INDEX OF SHEETS .

SITE IMPROVEMENTS FOR

VA CAMPUS

ROAD REPAIRS PROJECT 22-008

MICHAEL E. DEBAKEY VA MEDICAL CENTER

2002 HOLCOMBE BLVD

HOUSTON, TX 77030-4298

SITE

LOCATION

LOCATION MAP

VICINITY MAP

CATE TERRACE AND

ADMIN ACCESS ROAD

LIMITS OF ROAD REPAIR

MIXON AVE/SHEEHAN AVE

LIMITS OF ROAD REPAIR

HORIZONTAL CONTROL .

COORDINATES SHOWN HEREON ARE BASED ON GPS

OBSERVATION THE LIECA GPS NETWORK TEXAS

COORDINATE SYSTEM SOUTH CENTRAL ZONE, 4204,

NAD83 (2011 ADJ.) AND ARE SURFACE AND CAN BE

CONVERTED TO GRID BY APPLYING THE AVERAGE

SCALE FACTOR OF 0.999885781

VERTICAL CONTROL .

FLOODPLAIN REFERENCE MARK NUMBER 040105 IS AN

HCFCD BRASS DISK STAMPED D100 BM14 ON BRIDGE

AT BRAESWOOD BOULEVARD & BRAYS BAYOU, S. OF

HOLCOMBE BOULEVARD LOCATED ON DOWNSTREAM,

E. SIDEWALK OF BRIDGE, AT STREAM CENTER IN

KEYMAP 533E IN THE BRAYS WATERSHED NEAR

STREAM D100-00-00 ELEV. 43.68 FEET NAVD 1988, 2001

ADJUSTED H2B, INC.

1225 N. LOOP WEST

SUITE 800

HOUSTON, TX 77008

(713) 864-2900

TBPE FIRM REG NO. 8856

11/07/2022

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CAMBRIDGE

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STREET

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ROAD

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HOLCOMBE

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BLVD.

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PHASE III

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REFER TO DRAWING NO. L-49 FOR LEGEND

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BENCHMARK:

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CITY OF HOUSTON SURVEY MARKER 535401016

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EL. : 47.50, N.G.S., 1964 ADJUSTMENT.

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LOCATED AT S.E. CORNER OF OLD SPANISH

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TRAIL AND ALMEDA ROAD.

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ALMEDA

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OLD

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SPANISH

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TRAIL

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EAST LEE

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WEST LEE

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SOUTH LEE

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RINGNESS AVE

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CATE TERRACE

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MIXON AVE

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SHEEHAN AVE

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LE CAPITAN

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CAMBRIDGE

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HOLCOMBE

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OLD SPANISH TRAIL

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ALMEDA

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BLVD

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ENERGY CENTER

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DRIVE

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OST

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RETENTION POND

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VAN

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VAN

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VAN

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VAN

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VAN

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MOTOR-

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CYCLE

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PARKING

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VAN

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TRAILER

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CHILLER

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Revision # Date

22-008VA HOUSTON REPAIR ROADS-REWORK

NA

DRAWING NUMBER

VA PROJECT NUMBER

DATE

PROJECT TITLE

BUILDING NUMBERPROJECT LOCATION

CHECKED DRAWN

APPROVED: CHIEF, FACILITIES MANAGEMENT

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Office of Construction and Facilities Management

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CONSULTANTS

APPROVED: DIRECTOR

APPROVED: ASSOCIATE DIRECTOR

APPROVED: ASSISTANT DIRECTOR

APPROVED: ACDS, RESEARCH AND DEVELOPMENT

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SHEET TITLE

KWB DMH

MICHAEL E. DEBAKEY

VA MEDICAL CENTER

2002 HOLCOMBE BLVD

HOUSTON, TX 77030-4298

11/07/2022

CIVIL ENGINEER

100% CONSTRUCTION DOCUMENTS

TBPE FIRM REG NO. 8856

SURVEYOR

LUPHER, LLC

TEXAS PROFESSIONAL LAND

SURVEYORS

TBPLS FIRM REGISTRATION

NO. 10193807

5421 BRYSTONE DRIVE,

HOUSTON, TX 77041

(281) 501-8718

H2B, INC.

1225 N. LOOP WEST

SUITE 800

HOUSTON, TX 77008

(713) 864-2900

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KENNETH W. BRYANT

85229

11/07/2022

LEGEND & ABBREVIATIONS

CS001

SYMBOLS - EXISTING

ELECTRIC MH

COMMUNICATION MH

SAN MH

STORM MH

POWER POLE

LIGHT

WATER VALVE

LIGHT STANDARD

TRAFFIC SIGN

PEDISTRIAN SIGNAL POLE (PSP)

TRAFFIC SIGNAL LIGHT POLE

WATER METER (WM)

ELECTRIC METER (EM)

TELE PED

ELECTRIC BOX

IRRIGATION CONTROL BOX (ICB)

IRRIGATION CONTROL VALVE (ICV)

TRAFFIC SIGNAL BOX

FIRE HYDRANT

GROUND LIGHT

"C" INLET

D INLET

"BB" INLET

"B" INLET

A INLET

BOLLARD

WATER LINE (TONE MARK)

FIBER OPTIC CABLE (TONE MARK)

COVERED AREA

OAK TREES

F/F FACE TO FACE

PROPERTY LINE

NEW STORM SEWER

NEW SANITARY SEWER

NEW WATER LINE

NEW SWALE/DITCH

CABLE TELEVISION LINE

COMMUNICATION LINE

CHILLED WATER RETURN LINE

ELECTRICAL LINE (TONE MARK)

SANITARY FORCEMAIN

FIBER OPTIC LINE

GAS LINE

CATV

COMM

CWR

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GAS

GAS LINEG

OVERHEAD POWER LINEOHP

OXYGEN LINEOXY

OXYGEN LINEO

POWER LINEP

SANITARY SEWERSAN

SANITARY SEWERSS

STORM SEWERSTM

STORM DRAINSD

STEAM LINESTEAM

TELEPHONE LINET

UNDERGROUND ELECTRIC LINEUGE

FENCE: BARBED WIREX

CHILLED WATER SUPPLY LINECWS

NEW GAS LINE

RAILROAD|||||||||||

FENCE: CHAINLINK//

FENCE: WOOD/

FENCE: WROUGHT IRON

HIGH BANK OF DITCH

FEATURE TO BE REMOVED

FEATURE TO BE ABANDONED||||||

MISCELLANEOUS

FIRE LANE STRIPINGFIRE

FENCE: POST

FENCE: COLUMN

FLOW ARROW

PROPOSED MINOR CONTOUR (XX')

PROPOSED MAJOR CONTOUR (XX')75

LEGEND

LINETYPES - PLAN

SYMBOLS - PROPOSED

NEW NORTHBOUND PROFILE GRADE LINE (PGL)

NEW SOUTHBOUND PROFILE GRADE LINE (PGL)

PROFILE VIEW:

SAWCUT LINE

NEW STORM SEWER & MANHOLE

MATCH EXISTING(M.E.)

EXISTING NORTHBOUND SOUTH GUTTER LINE

EXISTING SOUTHBOUND NORTH GUTTER LINE

NEW STORM SEWER & TYPE "A" GRATE INLET

NEW STORM SEWER & TYPE "C" CURB INLET

PROFILE GRADE LINEPGL

TOP OF CURBTC

FLOWLINEFL

VERTICAL POINT OF INTERSECTIONVPI

END RADIUSE/R

FLOWLINEFL

POINT OF COMPOUND CURVEPCC

POINT OF REVERSE CURVEPRC

POINT OF TANGENCYPT

NORTHBOUND / SOUTHBOUNDNB / SB

PLAN VIEW:

AutoCAD SHX Text ABBREVIATIONS A AB ANCHOR BOLT ANCHOR BOLT ABAN ABANDON ABANDON ABBRV ABBREVIATION ABBREVIATION ABC AGGREGATE BASE COURSE AGGREGATE BASE COURSE AC ASPHALTIC CONCRETE ASPHALTIC CONCRETE ACP ASPHALTIC CONCRETE PAVING ASPHALTIC CONCRETE PAVING ADA AMERICANS WITH DISABILITIES ACT AMERICANS WITH DISABILITIES ACT ADDM ADDENDUM ADDENDUM AGGR AGGREGATE AGGREGATE ALLOW ALLOWANCE ALLOWANCE ALNMT ALIGNMENT ALIGNMENT ALT ALTERNATE OR ALTITUDE ALTERNATE OR ALTITUDE ALUM ALUMINUM ALUMINUM AMT AMOUNT AMOUNT APPD APPROVED APPROVED APPROX APPROXIMATE APPROXIMATE APPX APPENDIX APPENDIX ASB ASBESTOS ASBESTOS ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS AMERICAN SOCIETY OF CIVIL ENGINEERS ASI ARCHITECT'S SUPPLEMENTAL INSTRUCTION ARCHITECT'S SUPPLEMENTAL INSTRUCTION ASPH ASPHALT ASPHALT ASSY ASSEMBLY ASSEMBLY AVE AVENUE AVENUE AWG AMERICAN WIRE GAUGE AMERICAN WIRE GAUGE AWWA AMERICAN WATER WORKS ASSOCIATION AMERICAN WATER WORKS ASSOCIATION B B&F BELL AND BELL AND B&S BELL AND SPIGOT BELL AND SPIGOT BAL BALANCE BALANCE BC BACK OF CURB BACK OF CURB BCV BUTTERFLY CHECK VALVE BUTTERFLY CHECK VALVE BDRY BOUNDARY BOUNDARY BFP BACKFLOW PREVENTER BACKFLOW PREVENTER BFV BUTTERFLY VALVE BUTTERFLY VALVE BITUM BITUMINOUS BITUMINOUS BKGD BACKGROUND BACKGROUND BL BASE LINE BASE LINE BLDG BUILDING BUILDING BLR BOILER BOILER BLT BUILT BUILT BLVD BOULEVARD BOULEVARD BM BEAM OR BENCHMARK BEAM OR BENCHMARK BN BULLNOSE BULLNOSE BRG BEARING BEARING BSTR BOOSTER BOOSTER BV BALL VALVE BALL VALVE BW BOTH WAYS BOTH WAYS BWG BIRMINGHAM WIRE GAUGE BIRMINGHAM WIRE GAUGE C C TO C CENTER TO CENTER CENTER TO CENTER CALC CALCULATE CALCULATE CAP CAPACITY CAPACITY CB CATCH BASIN OR CEMENT BASE CATCH BASIN OR CEMENT BASE CCTV CLOSED CIRCUIT TELEVISION CLOSED CIRCUIT TELEVISION CD CONSTRUCTION DOCUMENTS OR CONTRACT CONSTRUCTION DOCUMENTS OR CONTRACT DOCUMENTS CDW CHILLED DRINKING WATER CHILLED DRINKING WATER CDWR CHILLED DRINKING WATER RETURN CHILLED DRINKING WATER RETURN CDWS CHILLED DRINKING WATER SUPPLY CHILLED DRINKING WATER SUPPLY CEM CEMENT CEMETERY CEMENT CEMETERY CEM CEMETERY CEMENT CEMETERY CEMENT CF CONTRACTOR FURNISHED CONTRACTOR FURNISHED CFS CUBIC FEET PER SECOND CUBIC FEET PER SECOND CG CENTER OF GRAVITY CENTER OF GRAVITY CH CHANNEL OR CHILLER CHANNEL OR CHILLER CHFR CHAMFER CHAMFER CHK CHECK CHECK CHKV CHECK VALVE CHECK VALVE CCHW CHILLED WATER CIRCULATING HOT WATER CHILLED WATER CIRCULATING HOT WATER CHW CIRCULATING HOT WATER CHILLED WATER CIRCULATING HOT WATER CHILLED WATER CHWP CHILLED WATER PUMP CHILLED WATER PUMP CHWPP CHILLED WATER PRIMARY PUMP CHILLED WATER PRIMARY PUMP CHWR CHILLED WATER RETURN CHILLED WATER RETURN CHWRP CHILLED WATER RECIRCULATING PUMP CHILLED WATER RECIRCULATING PUMP CHWS CHILLED WATER SUPPLY CHILLED WATER SUPPLY CHWSP CHILLED WATER SECONDARY PUMP CHILLED WATER SECONDARY PUMP CI CAST IRON OR CURB INLET CAST IRON OR CURB INLET CIP CAST-IN-PLACE OR CAST IRON PIPE CAST-IN-PLACE OR CAST IRON PIPE CIR CIRCLE CIRCLE CJ CONSTRUCTION JOINT OR CONTROL JOINT CONSTRUCTION JOINT OR CONTROL JOINT CL CENTER LINE, CLASS, OR CLOSE CENTER LINE, CLASS, OR CLOSE CLASS CLASSIFICATION CLASSIFICATION CLL CONTRACT LIMIT LINE CONTRACT LIMIT LINE CLOS CLOSURE CLOSURE CLR CLEAR CLEAR cm CENTIMETER CENTIMETER CMP CORRUGATED METAL PIPE CORRUGATED METAL PIPE CMU CONCRETE MASONRY UNIT CONCRETE MASONRY UNIT CNCL CONCEALED CONCEALED CND CONDUIT CONDUIT CNDS CONDENSATE CONDENSATE CNR CORNER CORNER CNTOR CONTACTOR CONTACTOR CO CERTIFICATE OF OCCUPANCY, CERTIFICATE OF OCCUPANCY, CLEANOUT, COMPANY, OR CUTOUT COL COLUMN COLUMN COMM COMMUNICATION COMMUNICATION CONC CONCENTRIC OR CONCRETE CONCENTRIC OR CONCRETE CONC FLR CONCRETE FLOOR CONCRETE FLOOR COND CONDENSER OR CONDITION CONDENSER OR CONDITION CONDN CONDENSATION CONDENSATION CONF CONFERENCE CONFERENCE CONSTR CONSTRUCTION CONSTRUCTION CONSULT CONSULTANT CONSULTANT CONT CONTINUE CONTINUE CONTR CONTRACT OR CONTRACTOR CONTRACT OR CONTRACTOR COORD COORDINATE COORDINATE COR CHANGE ORDER REQUEST CHANGE ORDER REQUEST CORR CORRIDOR CORRIDOR COTG CLEANOUT TO GRADE CLEANOUT TO GRADE COV COVER OR CUT OFF VALVE COVER OR CUT OFF VALVE COV PL COVER PLATE PL COVER PLATE CP CONCRETE PIPE OR CONTROL PANEL CONCRETE PIPE OR CONTROL PANEL CPLG COUPLING COUPLING CPM CRITICAL PATH METHOD CRITICAL PATH METHOD CRCM CIRCUMFERENCE CIRCUMFERENCE CRN CROWN CROWN CRP CONDENSATE RETURN PUMP CONDENSATE RETURN PUMP CRSI CONCRETE REINFORCING STEEL INSTITUTE CONCRETE REINFORCING STEEL INSTITUTE CRT COURTYARD COURTYARD CSB CONCRETE SPLASH BLOCK CONCRETE SPLASH BLOCK CSI CONSTRUCTION SPECIFICATIONS CONSTRUCTION SPECIFICATIONS INSTITUTE CSP CONCRETE SEWER PIPE CONCRETE SEWER PIPE CSTL CAST STEEL CAST STEEL CTR CENTER, CONTOUR, OR COOLING TOWER CENTER, CONTOUR, OR COOLING TOWER RETURN CTRL CONTROL CONTROL CTS COOLING TOWER SUPPLY COOLING TOWER SUPPLY CTV CABLE TELEVISION CABLE TELEVISION CU COPPER OR CUBIC COPPER OR CUBIC CU FT CUBIC FEET FT CUBIC FEET CU IN CUBIC INCH IN CUBIC INCH CU YD CUBIC YARD YD CUBIC YARD CV CONTROL VALVE CONTROL VALVE CW CLOCKWISE OR COLD WATER PIPING CLOCKWISE OR COLD WATER PIPING CWP CIRCULATING WATER PUMP OR CONDENSER CIRCULATING WATER PUMP OR CONDENSER WATER PUMP CWR CONDENSER WATER RETURN CONDENSER WATER RETURN CWS CONDENSER WATER SUPPLY CONDENSER WATER SUPPLY D D PENNY (NAIL) PENNY (NAIL) DA DRAINAGE AREA DRAINAGE AREA DAT DATUM DATUM D-B DESIGN-BUILD DESIGN-BUILD DBA UNIT OF SOUND LEVEL UNIT OF SOUND LEVEL DBL DOUBLE DOUBLE DEG DEGREE DEGREE DEL DELETE DELETE DEMO DEMOLITION DEMOLITION DEPT DEPARTMENT DEPARTMENT DESCR DESCRIPTION DESCRIPTION DET DETAIL DETAIL DEV DEVELOPMENT DEVELOPMENT DHW DOMESTIC HOT WATER DOMESTIC HOT WATER DI DROP INLET DROP INLET DIA DIAMETER DIAMETER DIAG DIAGONAL DIAGRAM DIAGONAL DIAGRAM DIAG DIAGRAM DIAGONAL DIAGRAM DIAGONAL DIFF DIFFERENCE OR DIFFERENTIAL DIFFERENCE OR DIFFERENTIAL DIM DIMENSION DIMENSION DIP DUCTILE IRON PIPE DUCTILE IRON PIPE DIR DIRECTION DIRECTION DIST DISTANCE DISTANCE DIV DIVISION DIVISION DOC DOCUMENT DOCUMENT DOM DOMESTIC DOMESTIC DOUG DOUGLAS FIR DOUGLAS FIR DOZ DOZEN DOZEN DR DRAIN OR DRIVE DRAIN OR DRIVE DS DOWNSPOUT DOWNSPOUT DSBL DISABLE DISABLE DSGN DESIGN DESIGN DW DOMESTIC WATER DOMESTIC WATER DWG DRAWING DRAWING DWR DOMESTIC WATER RETURN OR DRAWER DOMESTIC WATER RETURN OR DRAWER DWS DOMESTIC WATER SUPPLY DOMESTIC WATER SUPPLY E E EAST EAST EA EACH EACH EC EDGE OF CURB EDGE OF CURB EJ EXPANSION JOINT EXPANSION JOINT EL EASEMENT LINE OR ELEVATION EASEMENT LINE OR ELEVATION ENGR ENGINEER ENGINEER ENTR ENTRANCE ENTRANCE EOS EDGE OF SLAB EDGE OF SLAB EP EDGE OF PAVEMENT (PAVING) EDGE OF PAVEMENT (PAVING) EPA ENVIRONMENTAL PROTECTION AGENCY ENVIRONMENTAL PROTECTION AGENCY EPT EXTERNAL PIPE THREAD EXTERNAL PIPE THREAD EQ EQUAL EQUAL EQL EQUALLY SPACED EQUALLY SPACED EQUIP EQUIPMENT EQUIPMENT EQUIV EQUIVALENT EQUIVALENT ERD EXISTING ROOF DRAIN EXISTING ROOF DRAIN ES EDGE OF SHOULDER EDGE OF SHOULDER ESMT EASEMENT EASEMENT EST ESTIMATE ESTIMATE EW EACH WAY EACH WAY EXCL EXCLUDE EXCLUDE EXIST EXISTING EXISTING EXP EXPANSION EXPANSION EXST GR EXISTING GRADE GR EXISTING GRADE EXISTING GRADE EXT EXTERIOR EXTERIOR EXT GR EXTERIOR GRADE EXTERIOR GRADE F F FAHRENHEIT FAHRENHEIT F FEMALE FEMALE F FIRE LINE FIRE LINE F FLOWMETER FLOWMETER FACIL FACILITY FACILITY FD FLOOR DRAIN FLOOR DRAIN FF EL FINISH FLOOR ELEVATION FINISH FLOOR ELEVATION FH FIRE HYDRANT FIRE HYDRANT FIG FIGURE FIGURE FIL FILLET FILLET FIN FINISH FINISH FLG FLANGE FLANGE FLL FLOW LINE FLOW LINE FLR FLOOR FLOOR FLRD FLARED FLARED FLTR FILTER FILTER FLUOR FLUORESCENT FLUORESCENT FN FENCE FENCE FOC FACE OF CURB FACE OF CURB FP FIRE PROTECTION OR FLAGPOLE FIRE PROTECTION OR FLAGPOLE FPM FEET PER MINUTE FEET PER MINUTE FPS FEET PER SECOND FEET PER SECOND FPW FIRE PROTECTION WATER SUPPLY FIRE PROTECTION WATER SUPPLY FSP FIRE STANDPIPE FIRE STANDPIPE FSS FLOW SENSING SWITCH FLOW SENSING SWITCH FT FEET OR FOOT FEET OR FOOT FTG FOOTING FOOTING FW FLOOD WALL FLOOD WALL G G GROUND OR NATURAL GAS GROUND OR NATURAL GAS G LN GAS LINE LN GAS LINE GA GAGE GAGE GAL GALLON GALLON GC GENERAL CONTRACTOR GENERAL CONTRACTOR GCO GRADE CLEANOUT GRADE CLEANOUT GDR GUARD RAIL GUARD RAIL GEN GENERATOR GENERATOR GI GALVANIZED IRON GALVANIZED IRON GIP GALVANIZED IRON PIPE GALVANIZED IRON PIPE GL GROUND LEVEL GROUND LEVEL GOVT GOVERNMENT GOVERNMENT GPD GALLONS PER DAY GALLONS PER DAY GR BM GRADE BEAM GRADE BEAM GT GREASE TRAP GREASE TRAP GTV GATE VALVE GATE VALVE GUT GUTTER GUTTER H H&CW HOT AND COLD WATER HOT AND COLD WATER HAZ MAT HAZARDOUS MATERIALS HAZARDOUS MATERIALS HB HOSE BIBB HOSE BIBB HC HANDICAP HANDICAP HCP HANDICAPPED HANDICAPPED HDPE HIGH DENSITY POLYETHYLENE HIGH DENSITY POLYETHYLENE HDR HEADER HEADER HDWL HEADWALL HEADWALL HEX HEXAGON HEXAGON HH HAND HOLE HAND HOLE HNDRL HANDRAIL HANDRAIL HORIZ HORIZONTAL HORIZONTAL HP HIGH PRESSURE HIGH PRESSURE HT HEIGHT HEIGHT HTHW HIGH TEMPERATURE HOT WATER HIGH TEMPERATURE HOT WATER HTWR HEATING WATER RETURN HEATING WATER RETURN HTWS HEATING WATER SUPPLY HEATING WATER SUPPLY HV HOSE VALVE HOSE VALVE HW HOT WATER HOT WATER HWB HOT WATER BOILER HOT WATER BOILER HWL HOT WATER LINE HOT WATER LINE HWR HOT WATER RETURN HOT WATER RETURN HWS HOT WATER SUPPLY HOT WATER SUPPLY HWT HOT WATER TANK HOT WATER TANK HWY HIGHWAY HIGHWAY HYD HYDRANT HYDRANT HYDR HYDRAULIC HYDRAULIC HYDRAULIC I ID INSIDE DIAMETER OR INSIDE DIMENSION INSIDE DIAMETER OR INSIDE DIMENSION IMH INLET MANHOLE INLET MANHOLE INCL INCLUDED INCLUDED INCR INCREMENT INCREMENT INFO INFORMATION INFORMATION INSTL INSTALL INSTALL INSTR INSTRUMENT INSTRUMENT INV INVERT INVERT INV EL INVERT ELEVATION INVERT ELEVATION IP IRON PIPE IRON PIPE IPS IRON PIPE SIZE IRON PIPE SIZE IPT IRON PIPE THREADED IRON PIPE THREADED IRREG IRREGULAR IRREGULAR ISO ISOMETRIC ISOMETRIC IW IRRIGATION WATER IRRIGATION WATER K KWY KEYWAY KEYWAY L L ANGLE ANGLE LAT LATITUDE LATITUDE LF LINEAR FEET (FOOT) LINEAR FEET (FOOT) LIN LINEAR LINEAR LNG LONGITUDE LONGITUDE LOC LOCATION LOCATION LONG LONGITUDINAL LONGITUDINAL LOS LINE OF SIGHT LINE OF SIGHT LPT LOW POINT LOW POINT LS LUMP SUM LUMP SUM LT LIGHT LIGHT LTG LIGHTING LIGHTING M MAINT MAINTENANCE MAINTENANCE MATL MATERIAL MATERIAL MATV MASTER ANTENNA TELEVISION SYSTEM MASTER ANTENNA TELEVISION SYSTEM MAX MAXIMUM MAXIMUM MB MAIL BOX MAIL BOX MED MEDIUM MEDIUM MEMO MEMORANDUM MEMORANDUM MER MERIDIAN MERIDIAN MFD MANUFACTURED MANUFACTURED MFG MANUFACTURING MANUFACTURING MGT MANAGEMENT MANAGEMENT MH MANHOLE MANHOLE MIN MINIMUM MINIMUM MISC MISCELLANEOUS MISCELLANEOUS ML MATERIALS LIST MATERIALS LIST MN MAGNETIC NORTH MAGNETIC NORTH MOD MODEL OR MODIFY MODEL OR MODIFY MON MONUMENT MONUMENT MTG MEETING MEETING MULT MULTIPLE MULTIPLE MUNIC MUNICIPAL MUNICIPAL N N NORTH NORTH NA NOT APPLICABLE NOT APPLICABLE NAT NATURAL NATURAL NATL NATIONAL NATIONAL NBC NATIONAL BUILDING CODE NATIONAL BUILDING CODE NE NOT EXCEEDING NOT EXCEEDING NIC NOT IN CONTRACT NOT IN CONTRACT NO NUMBER NUMBER NOM NOMINAL NOMINAL NORM NORMAL NORMAL NRCP NON-REINFORCED CONCRETE PIPE NON-REINFORCED CONCRETE PIPE NTP NOTICE TO PROCEED NOTICE TO PROCEED NTS NOT TO SCALE NOT TO SCALE O OC ON CENTER ON CENTER OFD OVERFLOW DRAIN OVERFLOW DRAIN OPNG OPENING OPENING OZ OUNCE OUNCE P P PUMP PUMP PA PIPE ANCHOR PIPE ANCHOR PAR PARALLEL PARALLEL PAT PATTERN PATTERN PB PULL BOX PULL BOX PC POINT OF CURVE POINT OF CURVE PCA PORTLAND CEMENT ASSOCIATION PORTLAND CEMENT ASSOCIATION PCC PRECAST CONCRETE PRECAST CONCRETE PCCP PRECASE CONCRETE PAVEMENT PRECASE CONCRETE PAVEMENT PCT PERCENT PERCENT PED PEDESTAL PEDESTAL PEN PENETRATE PENETRATE PERF PERFORATED PERFORATED PERIM PERIMETER PERIMETER PERM PERMANENT PERMANENT PERP PERPENDICULAR PERPENDICULAR PG PRESSURE GAGE OR PROFILE GRADE PRESSURE GAGE OR PROFILE GRADE PH PHASE PHASE PHOTO PHOTOGRAPH PHOTOGRAPH PHWR PRIMARY HOT WATER RETURN PRIMARY HOT WATER RETURN PHWS PRIMARY HOT WATER SUPPLY PRIMARY HOT WATER SUPPLY PI POINT OF INTERSECTION POINT OF INTERSECTION PIV POST INDICATOR VALVE POST INDICATOR VALVE PK GAR PARKING GARAGE PARKING GARAGE PK LOT PARKING LOT PARKING LOT PL PROPERTY LINE PROPERTY LINE PLAS PLASTIC PLASTER PLASTIC PLASTER PMPSCT PUMP SUCTION PUMP SUCTION PN PART NUMBER PART NUMBER PNEU PNEUMATIC PNEUMATIC PO POST OFFICE OR PURCHASE ORDER POST OFFICE OR PURCHASE ORDER POLY POLYETHYLENE (PLASTIC) POLYETHYLENE (PLASTIC) PORT PORTABLE PORTABLE POTW POTABLE WATER POTABLE WATER POW LN POWER LINE LN POWER LINE POWER LINE PP POLYPROPYLENE (PLASTIC) POLYPROPYLENE (PLASTIC) PR PUMPED RETURN PUMPED RETURN PRCST PRECAST PRECAST PREFMD PREFORMED PREFORMED PRELIM PRELIMINARY PRELIMINARY PREP PREPARATION PREPARATION PREV PREVIOUS PREVIOUS PRKG PARKING PARKING PROJ PROJECT PROJECT PROP PROPERTY PROPERTY PRV PRESSURE REGULATOR VALVE OR PRESSURE REGULATOR VALVE OR PRESSURE RELIEF VALVE PS CONC PRESTRESSED CONCRETE PSI POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH PSL PIPE SLEEVE PIPE SLEEVE PT POST TENSIONED POST TENSIONED PT CONC POST-TENSIONED CONCRETE CONC POST-TENSIONED CONCRETE PTRV PRESSURE TEMPERATURE RELIEF VALVE PRESSURE TEMPERATURE RELIEF VALVE PV PAVED PAVED PV RD PAVED ROAD PAVED ROAD PVC POLYVINYL CHLORIDE (PLASTIC) POLYVINYL CHLORIDE (PLASTIC) Q QTR QUARTER QUARTER QTY QUANTITY QUANTITY QUAD QUADRANT QUADRANT QUAL QUALITY QUALITY R R RADIUS OR RANGE RADIUS OR RANGE RAD RADIAN RADIAN RC REINFORCED CONCRETE REINFORCED CONCRETE RCB REINFORCED CONCRETE BOX REINFORCED CONCRETE BOX RCCP REINFORCED CONCRETE CULVERT PIPE REINFORCED CONCRETE CULVERT PIPE RCP REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE RD ROAD OR ROOF DRAIN ROAD OR ROOF DRAIN RDC REDUCER REDUCER REBAR REINFORCING STEEL BARS REINFORCING STEEL BARS REP REPAIR REPAIR REPL REPLACE REPLACE REQ REQUIRE REQUIRE REQD REQUIRED REQUIRED RESIL RESILIENT RESILIENT RFI REQUEST FOR INFORMATION REQUEST FOR INFORMATION RFP REQUEST FOR PROPOSAL REQUEST FOR PROPOSAL ROW RIGHT OF WAY RIGHT OF WAY RST REINFORCING STEEL REINFORCING STEEL RT RIGHT RIGHT RV RELIEF VALVE RELIEF VALVE RW ROADWAY ROADWAY RWL RAIN WATER LEADER RAIN WATER LEADER RWR RECESSED WASTE RECEPTACLE RECESSED WASTE RECEPTACLE S SAMP SAMPLE SAMPLE SAN SANITARY SANITARY SB SPLASH BLOCK SPLASH BLOCK SCHED SCHEDULE SCHEDULE SCP SCUPPER SCUPPER SD STORM DRAIN STORM DRAIN SDL SADDLE SADDLE SDMH STORM DRAIN MANHOLE STORM DRAIN MANHOLE SECT SECTION SECTION SEG SEGMENT SEGMENT SEL SELECT SELECT SEP SEPARATE SEPARATE SEP TNK SEPTIC TANK SEPTIC TANK SF SQUARE FOOT (FEET) SQUARE FOOT (FEET) SHLDR SHOULDER SHOULDER SJ SCORED JOINT SCORED JOINT SLV SLEEVE SLEEVE SM SILTY SAND SILTY SAND SMH STEAM MANHOLE STEAM MANHOLE SMP SUMP PUMP SUMP PUMP SOV SHUT OFF VALVE SHUT OFF VALVE SP STANDPIPE OR SUMP PIT STANDPIPE OR SUMP PIT SP EL SPOT ELEVATION SPOT ELEVATION SPEC SPECIFICATION SPECIFICATION SPKLR SPRINKLER SPRINKLER SPLY SUPPLY SUPPLY SPR SPRINKLER LINE SPRINKLER LINE SQ SQUARE SQUARE SQ IN SQUARE INCH SQUARE INCH SQ YD SQUARE YARD SQUARE YARD SR STEAM RETURN STEAM RETURN SS SANITARY SEWER, STEAM SUPPLY, SANITARY SEWER, STEAM SUPPLY, OR STORM SEWER SSP STAINLESS STEEL PIPE STAINLESS STEEL PIPE SST STAINLESS STEEL STAINLESS STEEL ST STREET STREET STW STORM WATER STORM WATER STA STATION STATION STD STANDARD STANDARD STIR STIRRUP STIRRUP STM STEAM STEAM SUCT SUCTION SUCTION SUPT SUPPORT SURF SURFACE SUPPORT SURF SURFACE SURV SURVEY SURVEY SUTK SUMP TANK SUMP TANK SW SIDEWALK SIDEWALK SWG SEWAGE SEWAGE SWR SEWER SEWER SYM SYMBOL SYMBOL T T&M TIME AND MATERIALS TIME AND MATERIALS TAN TANGENT TANGENT TBM TEMPORARY BENCHMARK TEMPORARY BENCHMARK TB-XX TEST BORING-XX (E.G., TB-01) TEST BORING-XX (E.G., TB-01) TCP TRAFFIC CONTROL PLAN TRAFFIC CONTROL PLAN TD TRENCH DRAIN TRENCH DRAIN TE TOP ELEVATION TOP ELEVATION TEL TELEPHONE TELEPHONE TEMP TEMPORARY TEMPORARY THK THICKNESS THICKNESS THRU THROUGH THROUGH TMH TOP OF MANHOLE TOP OF MANHOLE TN TRUE NORTH TRUE NORTH TNL TUNNEL TUNNEL TO TOP OF ___ TOP OF ___ TO FDN TOP OF FOUNDATION TOP OF FOUNDATION TOB TOP OF BEAM TOP OF BEAM TOC TOP OF CONCRETE OR TOP OF CURB TOP OF CONCRETE OR TOP OF CURB TOC FTG TOP OF CONCRETE FOOTING TOP OF CONCRETE FOOTING TOC WALL TOP OF CONCRETE WALL TOP OF CONCRETE WALL TOF TOP OF FOOTING TOP OF FOOTING TOP TOP OF PAVEMENT TOP OF PAVEMENT TOPO TOPOGRAPHY TOPOGRAPHY TOS TOP OF SLAB TOP OF SLAB TP TELEPHONE POLE OR TOP OF PAVEMENT TELEPHONE POLE OR TOP OF PAVEMENT TR TOP OF RIM TOP OF RIM TWR TREATED WATER RETURN TREATED WATER RETURN TWS TREATED WATER SUPPLY TREATED WATER SUPPLY TYP TYPICAL TYPICAL U UFC UNIFORM FIRE CODE UNIFORM FIRE CODE UGND UNDERGROUND UNDERGROUND UNFIN UNFINISH UNFINISH UNPV RD UNPAVED ROAD UON UNLESS OTHERWISE NOTED UNLESS OTHERWISE NOTED UP UTILITY POLE UTILITY POLE UPS UNINTERRUPTIBLE POWER SUPPLY UNINTERRUPTIBLE POWER SUPPLY UTIL UTILITY UTILITY V VAR VARIES VARIES VB VALVE BOX VALVE BOX VC VERTICAL CURVE VERTICAL CURVE VCO VACUUM CLEANER OUTLET VACUUM CLEANER OUTLET VCT VITRIFIED CLAY TILE VINYL VITRIFIED CLAY TILE VINYL COMPOSITION TILE VERT VERTICAL VERTICAL VIC VICINITY VICINITY VID VIDEO VIDEO VIF VERIFY IN FIELD VERIFY IN FIELD VOL VOLUME VOLUME W W WASTE, WEST, OR WIDE WASTE, WEST, OR WIDE W/ WITH WITH W/O WITHOUT WITHOUT WI WROUGHT IRON WROUGHT IRON WL WATER LINE WATER LINE WLD WELDED WELDED WM WATER METER OR WIRE MESH WATER METER OR WIRE MESH WO WORK ORDER WORK ORDER WP WATER PUMP WATER PUMP WT WATER TABLE WATER TABLE WT EL WATER ELEVATION WATER ELEVATION WTR WATER WATER WW WASTE WATER WASTE WATER WW WASTE WATER, WARM WHITE, OR WIREWAY WASTE WATER, WARM WHITE, OR WIREWAY X XFMR TRANSFORMER TRANSFORMER

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DRAWING NUMBER

VA PROJECT NUMBER

DATE

PROJECT TITLE

BUILDING NUMBERPROJECT LOCATION

CHECKED DRAWN

APPROVED: CHIEF, FACILITIES MANAGEMENT

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VA FORM 08-6231

Office of Construction and Facilities Management

DWG.

CONSULTANTS

APPROVED: DIRECTOR

APPROVED: ASSOCIATE DIRECTOR

APPROVED: ASSISTANT DIRECTOR

APPROVED: ACDS, RESEARCH AND DEVELOPMENT

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SHEET TITLE

KWB DMH

MICHAEL E. DEBAKEY

VA MEDICAL CENTER

2002 HOLCOMBE BLVD

HOUSTON, TX 77030-4298

11/07/2022

CIVIL ENGINEER

100% CONSTRUCTION DOCUMENTS

TBPE FIRM REG NO. 8856

SURVEYOR

LUPHER, LLC

TEXAS PROFESSIONAL LAND

SURVEYORS

TBPLS FIRM REGISTRATION

NO. 10193807

5421 BRYSTONE DRIVE,

HOUSTON, TX 77041

(281) 501-8718

H2B, INC.

1225 N. LOOP WEST

SUITE 800

HOUSTON, TX 77008

(713) 864-2900

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KENNETH W. BRYANT

85229

11/07/2022

CS002

GENERAL NOTES

SITEWORK GENERAL NOTES

STORM SEWER CONSTRUCTION NOTES

SWPPP CONSTRUCTION NOTES

TRAFFIC NOTES

AT&T TEXAS/SWBT FACILITIES

CENTERPOINT ENERGY

1. CONTRACTOR SHALL FIELD VERIFY ALL SIZES, LOCATIONS, AND ELEVATIONS NECESSARY TO

COMPLETE THE WORK SHOWN ON THE DRAWINGS PRIOR TO SUBMITTING PROPOSAL.

FAILURE TO DO SO SHALL NOT RELIEVE THIS CONTRACTOR FROM PERFORMING THE WORK

REQUIRED UNDER THIS CONTRACT. CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO

THE OWNER / ENGINEER.

2. SOME UTILITIES MAY NOT BE SHOWN ON THE PLANS. FIELD VERIFY AND IDENTIFY LOCATIONS OF PIPING AND ALL UTILITIES NOT NOTED ON THE PLANS. NOTIFY THE OWNER / ENGINEER OF

ANY POTENTIAL CONFLICTS PRIOR TO STARTING CONSTRUCTION.

3. ALL GENERAL AND SUB-CONTRACTORS ARE ENCOURAGED TO VISIT AND INSPECT THE SITE

PRIOR TO SUBMITTING A PROPOSAL TO COMPLETE.

4. UTILITIES PRESENTED ON THESE DRAWINGS ARE SHOWN BASED ON THE BEST AVAILABLE

INFORMATION. CONTRACTOR SHALL VERIFY THE EXACT LOCATIONS IN THE FIELD PRIOR TO

COMMENCING CONSTRUCTION. CONTRACTOR SHALL NOTIFY TEXAS ONE CALL AT

713-223-4567 \ 800-245-4545 AND LONE STAR ONE CALL AT 800-669-8344 AT LEAST 48 HOURS

BEFORE PROCEEDING WITH ANY WORK ON SITE.

5. CONSTRUCT WASTEWATER COLLECTION SYSTEMS, WATER LINES, STORM DRAINAGE AND

STREET PAVING IN ACCORDANCE WITH THE LATEST EDITION OF THE PUBLICATIONS

STANDARD CONSTRUCTION SPECIFICATIONS FOR WASTEWATER COLLECTION SYSTEMS,

WATER LINES, STORM DRAINAGE, AND STREET PAVING PUBLISHED BY THE LOCAL GOVERNING

ENTITY.

6. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES TO EXISTING WATER, WASTEWATER,

STORM WATER LINES, TRAFFIC CONTROL DEVICES AND PAVING. DAMAGES SHALL BE

REPAIRED IN ACCORDANCE WITH THE LOCAL GOVERNING ENTITY'S ENGINEERING STANDARD

CONSTRUCTION SPECIFICATIONS FOR WASTEWATER COLLECTION SYSTEMS, WATER LINES,

STORM DRAINAGE, AND STREET PAVING AND STANDARD CONSTRUCTION DETAILS FOR

WASTEWATER COLLECTION SYSTEMS, WATER LINES, STORM DRAINAGE, AND STREET PAVING,

REFERENCED ABOVE, AT NO ADDITIONAL COST.

7. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION, AND ANY

DRAINAGE DITCH OR STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED

TO EXISTING CONDITIONS OR BETTER.

8. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT ROOT SYSTEMS OF

SHRUBS, PLANTS AND TREES ALONG THE AREA OF EXCAVATION.

9. CONTRACTOR SHALL COMPLY WITH THE LATEST EDITION OF OSHA REGULATIONS AND THE

STATE OF TEXAS LAWS CONCERNING EXCAVATION.

10. CONTRACTOR SHALL MAINTAIN A SET OF REDLINE DRAWINGS RECORDING AS-BUILT

CONDITIONS DURING CONSTRUCTION. THESE REDLINE MARKED DRAWINGS WILL BE

SUBMITTED TO THE DESIGN CONSULTANT WHO WILL MAKE THE CHANGES ON THE ORIGINAL

DRAWINGS, LABELING EACH SHEET IN THE SET AS "RECORD DRAWINGS".

11. ALL "ACCESSIBLE" ROUTS, SIDEWALKS, RAMPS, ETC SHALL BE CONSTRUCTED IN

ACCORDANCE WITH THE LATEST TEXAS ACCESSIBILITY STANDARDS.

1. CONTRACTOR SHALL IMPLEMENT INLET PROTECTION DEVICES AND REINFORCED FILTER

FABRIC BARRIER ALONG THE ROAD AND SIDE DITCHES AT LOCATIONS SHOWN ON THE

TYPICAL STORM WATER POLLUTION PREVENTION (SWPPP) PLANS TO KEEP SILT AND/OR

EXCAVATIONS FROM ENTERING INTO THE STORM WATER INLETS AND DITCHES EVENTUALLY

POLLUTING THE RECEIVING STORM SEWER.

2. DURING THE EXCAVATION PHASE OF THE PROJECT CONTRACTOR SHALL SCHEDULE THE

WORK IN SHORT SEGMENTS SO THAT EXCAVATED MATERIAL CAN BE QUICKLY HAULED AWAY

FROM THE SITE AND TO PREVENT IT FROM STAYING UNCOLLECTED ON THE EXISTING

PAVEMENT. ANY LOOSE EXCAVATED MATERIAL WHICH FALLS ON PAVEMENTS OR DRIVEWAYS

SHALL BE SWEPT BACK INTO THE EXCAVATED AREA.

3. CONTRACTOR SHALL CLEAN UP THE EXISTING STREET INTERSECTIONS AND DRIVEWAYS

DAILY, AS NECESSARY TO REMOVE ANY EXCESS MUD, SILT OR ROCK, TRACKED FROM THE

EXCAVATED AREA.

4. CONTRACTOR SHALL FOLLOW GOOD HOUSE KEEPING PRACTICES DURING THE

CONSTRUCTION PHASE OF THE PROJECT ALWAYS CLEANING UP DIRT AND LOOSE MATERIAL

AS CONSTRUCTION PROGRESSES.

5. CONTRACTOR IS TO INSPECT AND MAINTAIN THE AREAS LISTED BELOW AT LEAST ONCE

EVERY 14 FOURTEEN CALENDAR DAYS AND WITHIN 24 HOURS OF A STORM EVENT OF

0.5-INCHES OR GREATER.

-DISTURBED AREAS OF THE CONSTRUCTION SITE THAT HAVE NOT BEEN FINALLY

STABILIZED.

-AREAS USED FOR STORAGE THAT ARE EXPOSED TO PRECIPITATION.

-STRUCTURAL CONTROL MEASURES.

-LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE.

6. CONTRACTOR TO BE RESPONSIBLE TO MAINTAIN EXISTING DITCHES AND/OR CULVERTS FOR

UNOBSTRUCTED DRAINAGE AT ALL TIMES WHERE SODDING IS DISTURBED BY EXCAVATION OR

BACKFILL OPERATIONS. SUCH AREAS SHALL BE REPLACED BY SEEDING OR SODDING. SLOPES

4:1 OR STEEPER SHALL BE REPLACED BY BLOCK SODDING.

1. CLEAR AND GRUB WITHIN THE GRADING LIMITS SHOWN IN THE CIVIL DRAWINGS. REMOVE

STUMPS AND ROOTS 3 INCHES IN DIAMETER AND LARGER AND NON-PERISHABLE SOLID

OBJECTS A MINIMUM 3 FEET BELOW SUBGRADE OR FINISHED EMBANKMENT.

2. STRIP AND STOCKPILE TOPSOIL TO A MINIMUM DEPTH OF 6" WITHIN THE LIMITS OF

EARTHWORK OPERATIONS.

3. STRUCTURAL EXCAVATION: EXCAVATE TO INDICATED ELEVATIONS WITHIN A TOLERANCE OF 1

INCH. EXTEND EXCAVATIONS A SUFFICIENT DISTANCE FROM STRUCTURES FOR PLACING AND

REMOVING CONCRETE FORM WORK AND FOR INSPECTIONS.

4. SIDEWALK AND PAVEMENT EXCAVATION: EXCAVATE SURFACES UNDER WALKS AND

PAVEMENTS TO THE INDICATED LINES, CROSS SECTIONS, ELEVATIONS AND SUBGRADES.

5. PROOF-ROLL SUBGRADE BELOW THE BUILDING SLABS AND PAVEMENTS WITH A

PNEUMATIC-TIRED FULLY LOADED DUMP TRUCK TO IDENTIFY SOFT POCKETS AND AREAS OF

EXCESS YIELDING. DO NOT PROOF-ROLL WET OR SATURATED SUBGRADES.

6. FILL MATERIAL APPROVED FROM ON SITE AND OFF SITE SOURCES SHALL HAVE BE GW, GP, GM

SE, SP, AND SM ACCORDING TO ASTM D2487 OR A COMBINATION OF THESE GROUPS. FILL

MATERIAL SHALL BE FREE OF ROCK OR GRAVEL LARGER THAN 3 INCHES IN ANY DIMENSIONS,

DEBRIS, WASTE FROZEN MATERIALS, VEGETATION AND OTHER DELETERIOUS MATTER. FILL

MATERIAL SHALL HAVE A MAXIMUM PLASTICITY INDEX OF 6, AND A MAXIMUM LIQUID LIMIT OF

30 OR AS APPROVED BY THE ENGINEER.

7. PLACE BACKFILL AND FILL SOIL MATERIALS IN LAYERS NOT MORE THAN 8 INCHES IN LOOSE DEPTH. PLACE BACKFILL AND FILL SOIL MATERIALS EVENLY ON ALL SIDES OF STRUCTURES TO

REQUIRED ELEVATIONS AND UNIFORMLY ALONG THE FULL LENGTH OF EACH STRUCTURE.

COMPACT SOIL MATERIALS TO NOT LESS THAN THE FOLLOWING PERCENTAGES OF MAXIMUM

DRY UNIT WEIGHT ACCORDING TO ASTM D698:

A. UNDER STRUCTURES: SCARIFY AND RE COMPACT TOP 12 INCHES OF EXISTING SUBGRADE

AND EACH LAYER OF BACKFILL MATERIAL TO 95% SPD.

B. UNDER WALKWAYS: SCARIFY AND RE-COMPACT TOP 6 INCHES BELOW SUBGRADE AND

COMPACT EACH LAYER OF BACKFILL MATERIAL TO 95% SPD.

C. UNDER TURF OR UNPAVED AREAS: SCARIFY AND RE COMPACT TOP 6" BELOW SUBGRADE

AND COMPACT EACH LAYER OF BACKFILL MATERIAL TO 90% SPD.

D. UTILITY TRENCHES: BACKFILL SHALL BE IN 8" LIFTS, WITH TESTS TAKEN AT 100 FOOT

INTERVALS ON EACH LIFT, AND MECHANICALLY COMPACTED TO A DENSITY OF NOT LESS

THAN 95% SPD IN PAVED AREAS AND 90% SPD IN UNPAVED AREAS OR AS INDICATED IN

THE DRAWINGS.

8. UNIFORMLY GRADE AREAS TO A SMOOTH SURFACE, FREE OF IRREGULAR SURFACE CHANGES.

COMPLY WITH COMPACTION REQUIREMENTS AND GRADE TO CROSS SECTIONS, LINES AND

ELEVATIONS INDICATED. FINISH SUBGRADES TO ELEVATIONS REQUIRED TO ACHIEVE

INDICATED FINISH ELEVATIONS, WITHIN THE FOLLOWING SUBGRADE TOLERANCES:

A. TURF OR UNPAVED AREAS: ±1 INCH.

B. WALKS:±1/2 INCH.

C. PAVEMENTS:±1/2 INCH.

9. PLACE SUBGRADE COURSE UNDER PAVEMENTS AND WALKS AS INDICATED IN THE DRAWINGS.

1. STORM SEWERS LOCATED ON PRIVATE PROPERTY SHALL BE AS CALLED OUT IN THE

DRAWINGS AND SHALL BE INSTALLED, BEDDED, AND BACKFILLED IN ACCORDANCE WITH

DRAWINGS AND SPECIFICATIONS.

2. STORM SEWERS LOCATED WITHIN PUBLIC R.O.W. OR SIDE LOT EASEMENTS SHALL BE

REINFORCED CONCRETE PIPE (24-INCH AND LARGER) (C-76, CLASS III). AND SHALL BE

INSTALLED, BEDDED, AND BACKFILLED IN ACCORDANCE WITH THE GOVERNING ENTITIES

STANDARD DETAILS AND SPECIFICATIONS. UNLESS OTHERWISE SHOWN ON THE DRAWINGS.

3. ALL SEWER UNDER PROPOSED OR FUTURE PAVEMENT AND TO A POINT ONE FOOT BACK OF

ALL PROPOSED OR FUTURE CURBS SHALL BE BACKFILLED WITH 1-1/2 SACK CEMENT/C.Y.

STABILIZED SAND TO WITHIN ONE (1) FOOT OF SUBGRADE. THE REMAINING DEPTH OF TRENCH

SHALL BE BACKFILLED WITH SUITABLE EARTH MATERIAL.

4. CIRCULAR AND ELLIPTICAL REINFORCED CONCRETE PIPE SHALL BE INSTALLED USING

RUBBER GASKET JOINTS CONFORMING TO ASTM C443 AND ASTM C877 RESPECTIVELY.

5. ALL PROPOSED PIPE STUB-OUTS FROM MANHOLES AND INLETS ARE TO BE PLUGGED WITH 8"

BRICK WALLS UNLESS OTHERWISE NOTED.

6. CONTRACTOR SHALL PROVIDE 18" MINIMUM CLEARANCE AT STORM SEWER AND WATER LINE

CROSSINGS.

7. ADJUST MANHOLE COVERS TO GRADE CONFORMING TO REQUIREMENTS OF LOCAL

GOVERNING ENTITY STANDARDS AND SPECIFICATIONS FOR ADJUSTING MANHOLES, INLETS

AND VALVE BOXES TO GRADE.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING, MAINTAINING, AND RESTORING

ANY BACK SLOPE DRAINAGE SYSTEM DISTURBED AS A RESULT OF HIS WORK.

9. ALL DITCHES SHALL BE REGRADED TO PROPOSED ELEVATIONS TO INSURE PROPER

DRAINAGE. ALL OUTFALLS SHALL BE PROPERLY BACKFILLED AND COMPACTED. ALL

DISTURBED AREAS SHALL BE REGRADED, SEEDED, AND FERTILIZED.

1. CONTRACTOR SHALL PROVIDE AND INSTALL TRAFFIC CONTROL DEVICES IN CONFORMANCE

WITH PART VI OF THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (TEXAS

MUTCD, MOST RECENT EDITION WITH REVISIONS) DURING CONSTRUCTION.

2. ALL TRAFFIC CLOSURES SHALL BE SCHEDULED IN ACCORDANCE WITH THE LOCAL GOVERNING

ENTITIES APPROPRIATE HOURS.

3. NO LANES ON MAJOR THOROUGHFARES MAY BE BLOCKED FROM 6:00 AM TO 9:00 AM AND 4:00

PM TO 7:00 PM UNLESS APPROVED BY THE LOCAL GOVERNING ENTITY.

4. NO TRAFFIC LANES SHALL BE CLOSED IN ALL RESIDENTIAL AREAS FROM 7:00 PM TO 7:00 AM.

5. CONTRACTOR SHALL MAINTAIN ONE LANE OF TRAFFIC IN EACH DIRECTION DURING WORKING

HOURS.

6. CONTRACTOR SHALL COVER OPEN EXCAVATIONS WITH STEEL PLATES ANCHORED PROPERLY

DURING NON-WORKING HOURS AND OPEN THE LANES FOR NORMAL TRAFFIC FLOW.

7. OFF-DUTY UNIFORMED POLICE OFFICER(S)/FLAGGER(S) ARE REQUIRED TO DIRECT TRAFFIC

WHEN THE LANES ARE BLOCKED.

8. IN THE EVEN THAT NO "TRAFFIC CONTROL PLANS" EXIST AS PART OF CONTRACT DRAWINGS.

CONTRACTOR SHALL PREPARE PLANS AND SUBMIT TO THE LOCAL GOVERNING ENTITY FOR

APPROVAL TEN DAYS PRIOR TO IMPLEMENTATION.

9. IF THE CONTRACTOR CHOOSES TO USE A DIFFERENT METHOD OF "TRAFFIC CONTROL PLANS"

DURING THE CONSTRUCTION THAN WHAT IS OUTLINED IN THE CONTRACT DRAWINGS. HE/SHE

SHALL BE RESPONSIBLE FOR PREPARING AND SUBMITTING AN ALTERNATE SET OF PLANS* TO

THE LOCAL GOVERNING ENTITY FOR APPROVAL TEN WORKING DAYS PRIOR TO

IMPLEMENTATION.

10. APPROVED COPIES OF THE TRAFFIC CONTROL PLANS AND REQUIRED PERMITS SHALL BE

MADE AVAILABLE FOR INSPECTION AT THE JOB SITE AT ALL TIMES. CONTRACTORS MUST

SECURE REQUIRED PERMITS FROM THE LOCAL GOVERNING ENTITY'S TRAFFIC MANAGEMENT

AND MAINTENANCE BRANCH BEFORE CLOSING A LANE/SIDEWALK. THE REQUEST MUST BE

MADE AT LEAST 10 DAYS IN ADVANCE OF THE CLOSURE. NOTE THAT WORKING HOURS MAY BE

RESTRICTED OR THE REQUEST MAY BE DENIED.

* THESE PLANS SHALL BE DRAWN TO SCALE ON REPRODUCIBLE MYLAR AND SEALED BY A

LICENSED ENGINEER IN THE STATE OF TEXAS. PLANS WILL BECOME PART OF THE CONTRACT

DRAWINGS.

1. THE LOCATIONS OF AT&T TEXAS/SWBT FACILITIES ARE SHOWN IN AN APPROXIMATE WAY

ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION BEFORE COMMENCING

WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE

OCCASIONED BY THIS FAILURE TO EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND

UTILITIES.

2. THE CONTRACTOR SHALL CALL 1-800-344-8377 (TEXAS 811) A MINIMUM OF 48 HOURS PRIOR TO

CONSTRUCTION TO HAVE UNDERGROUND LINES FIELD LOCATED.

3. WHEN EXCAVATING WITHIN EIGHTEEN INCHES (18") OF THE INDICATED LOCATION OF AT&T

TEXAS/SWBT FACILITIES, ALL EXCAVATIONS MUST BE ACCOMPLISHED USING

NON-MECHANICAL EXCAVATION PROCEDURES. WHEN BORING THE CONTRACTOR SHALL

EXPOSE THE AT&T TEXAS/SWBT FACILITIES.

4. WHEN AT&T TEXAS/SWBT FACILITIES ARE EXPOSED, THE CONTRACTOR WILL PROVIDE

SUPPORT TO PREVENT DAMAGE TO THE CONDUIT DUCTS OR CABLES. WHEN EXCAVATING

NEAR TELEPHONE POLES CONTRACTOR SHALL BRACE THE POLE FOR SUPPORT.

5. THE PRESENCE OR ABSENCE OF AT&T TEXAS/SWBT UNDERGROUND CONDUIT FACILITIES OR

BURIED CABLE FACILITIES SHOWN ON THESE PLANS DOES NOT MEAN THAT THERE ARE NO

DIRECT BURY CABLES OR OTHER CABLES IN THE AREA.

6. PLEASE CONTACT THE AT&T TEXAS DAMAGE PREVENTION MANAGER MR. ROOSEVELT LEE JR.

AT (713)412-3990 OR EMAIL HIM AT rl7259@att.com IF CABLE LOCATE REQUESTS ARE NOT

COMPLETED FOR OUR AT&T TEXAS/SWBT FACILITIES.

CAUTION: UNDERGROUND GAS FACILITIES

THE CONTRACTOR SHALL CONTACT THE UTILITY COORDINATING COMMITTEE AT 1-800-545-6005 OR 811 A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION TO HAVE MAIN AND SERVICE LINES FIELD LOCATED.

* WHEN CENTERPOINT ENERGY PIPE LINE MARKINGS ARE NOT VISIBLE, CALL 713-207-5463 OR (713) 945-8037 (7:00 A.M. TO 4:30 P.M.) FOR STATUS OF LINE LOCATION REQUEST BEFORE EXCAVATION BEGINS.

* WHEN EXCAVATING WITHIN EIGHTEEN INCHES (18") OF THE INDICATED LOCATION OF CENTERPOINT ENERGY FACILITIES, ALL EXCAVATION MUST BE ACCOMPLISHED USING NON-MECHANIZED EXCAVATION PROCEDURES.

* WHEN CENTERPOINT ENERGY FACILITIES ARE EXPOSED, SUFFICIENT SUPPORT MUST BE PROVIDED TO

THE FACILITIES TO PREVENT EXCESSIVE STRESS ON THE PIPING.

* FOR EMERGENCIES REGARDING GAS LINES CALL (713) 659-3552 OR (713) 207-4200.

THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY DAMAGES CAUSED BY HIS FAILURE TO EXACTLY

LOCATE AND PRESERVE THESE UNDERGROUND FACILITIES.

WARNING: OVERHEAD ELECTRICAL LINES

OVERHEAD LINES MAY EXIST ON THE PROPERTY. THE LOCATION OF THE OVERHEAD LINES HAS NOT BEEN SHOWN ON THESE DRAWINGS AS THE LINES ARE CLEARLY VISIBLE, BUT YOU SHOULD LOCATE THEM PRIOR TO BEGINNING ANY CONSTRUCTION. TEXAS LAW, SECTION 752, HEALTH & SAFETY CODE FORBIDS

ACTIVITIES THAT OCCUR IN CLOSE PROXIMITY TO HIGH VOLTAGE LINES, SPECIFICALLY:

* ANY ACTIVITY WHERE PERSON OR THINGS MAY COME WITHIN SIX(6) FEET OF LIVE OVERHEAD HIGH

VOLTAGE LINES; AND

* OPERATING A CRANE, DERRICK, POWER SHOVEL, DRILLING RIG, PILE DRIVER, HOISTING EQUIPMENT, OR

SIMILAR APPARATUS WITHIN 10 FEET OF LIVE OVERHEAD HIGH VOLTAGE LINES.

PARTIES RESPONSIBLE FOR THE WORK, INCLUDING CONTRACTORS, ARE LEGALLY RESPONSIBLE FOR THE SAFETY OF CONSTRUCTION WORKERS UNDER THIS LAW. THE LAW CARRIES BOTH CRIMINAL AND CIVIL

LIABILITY. TO ARRANGE FOR LINES TO BE TURNED OFF OR REMOVED CALL (713) 207-2222.

ACTIVITIES ON OR ACROSS CENTERPOINT ENERGY FEE OR EASEMENT PROPERTY:

NO APPROVAL TO USE, CROSS OR OCCUPY CENTERPOINT FEE OR EASEMENT PROPERTY IS GIVEN. IF YOU NEED TO USE CENTERPOINT PROPERTY, PLEASE CONTACT OUR SURVEYING & RIGHT OF WAY

DIVISION AT (713) 207-6348 OR (713) 207-5769.

1. THIS WORK SHALL COVER THE COMPOSITION, MIXING, CONSTRUCTION UPON THE PREPARED SUBGRADE, AND THE PROTECTION OF HOT ASPHALT CONCRETE PAVEMENT. THE HOT ASPHALT CONCRETE

PAVEMENT SHALL CONSIST OF AN AGGREGATE OR ASPHALT BASE COURSE AND ASPHALT SURFACE COURSE CONSTRUCTED IN CONFORMITY WITH THE LINES, GRADES, THICKNESS, AND CROSS SECTIONS AS SHOWN. EACH COURSE SHALL BE CONSTRUCTED TO THE DEPTH, SECTION, OR ELEVATION REQUIRED BY THE DRAWINGS AND SHALL BE ROLLED, FINISHED, AND APPROVED BEFORE THE PLACEMENT OF THE

NEXT COURSE.

2. THE CONTRACTOR'S REGISTERED PROFESSIONAL LAND SURVEYOR SHALL ESTABLISH AND CONTROL

THE PAVEMENT (AGGREGATE OR ASPHALT BASE COURSE AND ASPHALT SURFACE COURSE)

ALIGNMENTS, GRADES, ELEVATIONS, AND CROSS SECTIONS AS SHOWN ON THE DRAWINGS.

3. CONTRACTOR SHALL SUBMIT DATA AND TEST REPORTS AS INDICATED:

A. AGGREGATE BASE COURSE: SOURCES, GRADATION, LIQUID LIMIT, PLASTICITY INDEX, PERCENTAGE OF

WEAR, AND OTHER TESTS REQUIRED BY STATE HIGHWAY DEPARTMENT.

B. ASPHALT BASE/SURFACE COURSE: AGGREGATE SOURCE, GRADATION, SOUNDNESS LOSS,

PERCENTAGE OF WEAR, AND OTHER TESTS REQUIRED BY STATE HIGHWAY DEPARTMENT.

C. JOB_MIX FORMULA.

4. AGGREGATE BASE, ASPHALTIC BASE, AND ASPHALT CONCRETE MATERIALS SHALL CONFORM TO THE

REQUIREMENTS OF THE STATE HIGHWAY MATERIAL SPECIFICATIONS, INCLUDING AMENDMENTS,

ADDENDA AND ERRATA.

5. COMPLY WITH PROVISIONS OF ASPHALT INSTITUTE SPECIFICATION SS2:

A. ASPHALT CEMENT: PENETRATION GRADE 50/60

B. PRIME COAT: CUT-BACK TYPE, GRADE MC-250

C. TACK COAT: UNIFORMLY EMULSIFIED, GRADE SS-1H

6. PROVIDE A SEALER CONSISTING OF SUITABLE FIBRATED CHEMICAL TYPE ASPHALT BASE BINDERS AND FILLERS HAVING A CONTAINER CONSISTENCY SUITABLE FOR TROWELING AFTER THOROUGH STIRRING, AND CONTAINING NO CLAY OR OTHER DELETERIOUS SUBSTANCE.

7. THE ASPHALT CONCRETE PAVING EQUIPMENT, WEATHER LIMITATIONS, JOB MIX FORMULA, MIXING, CONSTRUCTION METHODS, COMPACTION, FINISHING, TOLERANCE, AND PROTECTION SHALL CONFORM TO THE REQUIREMENTS OF THE APPROPRIATE SECTIONS OF THE STATE HIGHWAY SPECIFICATIONS FOR

THE TYPE OF MATERIAL SPECIFIED.

8. PROVIDE HOT PLANT-MIXED ASPHALTIC CONCRETE PAVING MATERIALS. TEMPERATURE LEAVING THE PLANT SHALL BE 290 DEGREES F MINIMUM, 320 DEGREES F MAXIMUM. TEMPERATURE AT TIME OF

PLACING SHALL BE 280 DEGREES F MINIMUM.

9. SUBGRADE, BASE COURSE, BASE AND ASPHALT PAVING SHALL CONFORM TO THE REQUIREMENTS AND THICKNESS SHOWN IN THE DRAWINGS AND GEOTECHNICAL REPORT. IN THE EVENT OF CONFLICTING

REQUIREMENTS, THE MORE STRINGENT REQUIREMENT SHALL BE MET.

10. SUBGRADE:

A. SHAPE TO LINE AND GRADE AND COMPACT WITH SELF-PROPELLED ROLLERS.

B. ALL DEPRESSIONS THAT DEVELOP UNDER ROLLING SHALL BE FILLED WITH ACCEPTABLE MATERIAL

AND THE AREA RE-ROLLED.

C. SOFT AREAS SHALL BE REMOVED AND FILLED WITH ACCEPTABLE MATERIALS AND THE AREA

RE-ROLLED.

D. SHOULD THE SUBGRADE BECOME RUTTED OR DISPLACED PRIOR TO THE PLACING OF THE SUBBASE, IT

SHALL BE REWORKED TO BRING TO LINE AND GRADE.

E. PROOF-ROLL THE SUBGRADE WITH MAXIMUM 50 TON GROSS WEIGHT DUMP TRUCK. IF PUMPING, PUSHING, OR OTHER MOVEMENT IS OBSERVED, REWORK THE AREA TO PROVIDE A STABLE AND

COMPACTED SUBGRADE.

11. BASE COURSES:

A. SUBBASE (WHEN REQUIRED)

1) SPREAD AND COMPACT TO THE THICKNESS SHOWN ON THE DRAWINGS.

2) ROLLING SHALL BEGIN AT THE SIDES AND CONTINUE TOWARD THE CENTER AND SHALL CONTINUE

UNTIL THERE IS NO MOVEMENT AHEAD OF THE ROLLER.

3) AFTER COMPLETION OF THE SUBBASE ROLLING THERE SHALL BE NO HAULING OVER THE SUBBASE

OTHER THAN THE DELIVERY OF MATERIAL FOR THE TOP COURSE.

B. BASE

1) SPREAD AND COMPACT TO THE THICKNESS SHOWN ON THE DRAWINGS.

2) ROLLING SHALL BEGIN AT THE SIDES AND CONTINUE TOWARD THE CENTER AND SHALL CONTINUE

UNTIL THERE IS NO MOVEMENT AHEAD OF THE ROLLER.

3) AFTER COMPLETION OF THE BASE ROLLING THERE SHALL BE NO HAULING OVER THE BASE OTHER

THAN THE DELIVERY OF MATERIAL FOR THE TOP COURSE.

C. THICKNESS TOLERANCE: PROVIDE THE COMPACTED THICKNESSES SHOWN ON THE DRAWINGS WITHIN

A TOLERANCE OF MINUS 0.0 INCHES TO PLUS 0.5 INCHES.

D. SMOOTHNESS TOLERANCE: PROVIDE THE LINES AND GRADES SHOWN ON THE DRAWINGS WITHIN A

TOLERANCE OF 3/16 INCH IN TEN FEET.

12. PLACEMENT OF ASPHALTIC CONCRETE PAVING:

A. REMOVE ALL LOOSE MATERIALS FROM THE COMPACTED BASE.

B. APPLY THE SPECIFIED PRIME COAT, AND TACK COAT WHERE REQUIRED, AND ALLOW TO DRY IN

ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.

C. RECEIPT OF ASPHALTIC CONCRETE MATERIALS:

1) DO NOT ACCEPT MATERIAL UNLESS IT IS COVERED WITH A TARPAULIN UNTIL UNLOADED, AND

UNLESS THE MATERIAL HAS A TEMPERATURE OF NOT LESS THAN 280 DEGREES F.

2) DO NOT COMMENCE PLACEMENT OF ASPHALTIC CONCRETE MATERIALS WHEN THE ATMOSPHERIC

TEMPERATURE IS BELOW 50 DEGREES F, AND NOT DURING FOG, RAIN, OR OTHER UNSUITABLE

CONDITIONS.

D. SPREADING:

1) SPREAD MATERIAL IN A MANNER THAT REQUIRES THE LEAST HANDLING.

2) WHERE THICKNESS OF FINISHED PAVING WILL BE 3 INCHES OR LESS, SPREAD IN ONE LAYER.

E. ROLLING:

1) AFTER THE MATERIAL HAS BEEN SPREAD TO THE PROPER DEPTH, ROLL UNTIL THE SURFACE IS

HARD, SMOOTH, UNYIELDING, AND TRUE TO THE THICKNESS AND ELEVATIONS SHOWN ON THE

DRAWINGS.

2) ROLL IN AT LEAST TWO DIRECTIONS UNTIL NO ROLLER MARKS ARE VISIBLE.

3) THICKNESS TOLERANCE: PROVIDE THE COMPACTED THICKNESSES SHOWN ON THE DRAWINGS

WITHIN A TOLERANCE OF MINUS 0.0 INCHES TO PLUS 0.25 INCHES.

4) FINISHED PAVING SMOOTHNESS TOLERANCE:

a) NO DEPRESSIONS WHICH WILL RETAIN STANDING WATER.

b) NO DEVIATION GREATER THAN 1/8" IN SIX FEET.

13. APPLICATION OF SEAL COAT:

A. PREPARE THE SURFACES, MIX THE SEAL COAT MATERIAL, AND APPLY IN ACCORDANCE WITH THE

MANUFACTURER'S RECOMMENDATIONS.

B. ACHIEVE A FINISHED SURFACE SEAL WHICH, WHEN DRY AND THOROUGHLY SET, IS SMOOTH, TOUGH, RESILIENT, OF UNIFORM BLACK COLOR, AND FREE FROM COARSE TEXTURED AREAS, LAP MARKS, RIDGES, AND OTHER SURFACE IRREGULARITIES.

C. WHEN SEALING NEW ASPHALT PAVING WAIT AN ENTIRE YEAR TO ALLOW FOR THE EXPANSION AND CONTRACTION OF A YEAR'S CYCLE OF BOTH WARM AND COOL TEMPERATURES. THIS ALLOWS FOR THE ASPHALT'S OILS TO PROPERLY CURE AND BEGIN OXIDATION BEFORE APPLYING A SEAL COAT.

D. WHEN SEAL COATING IN LESS THAN A YEAR APPLY TWO COATS, SPRAY APPLIED. THIS APPLICATION METHOD IS PREFERRED FOR LESS THAN A YEAR APPLICATION WHEN THERE IS STILL PLENTY OF

ASPHALT CEMENT PRESENT FOR THE SEAL COAT TO BOND TO.

E. WHEN SEAL COATING EXISTING PAVING THAT HAS NEW ASPHALT PATCHES, APPLY TWO COATS SPRAYED TO THE EXISTING ASPHALT AND A SINGLE LIGHTER COAT ON NEW PATCH WORK, JUST

ENOUGH TO MAKE THE COLOR OF THE NEW PATCHES MATCH THE REST OF THE RESEAL COATED

PAVING.

F. WHEN RESEALING EXISTING PAVING 5, 10, 15 YEARS AND OLDER, THAT IS OXIDIZED AND IS VERY LIGHT IN COLOR, SQUEEGEE APPLY THE FIRST COAT OF SEAL COAT AND SPRAY ON A SECOND COAT. TWO COATS ARE REQUIRED IN OLDER PAVING WHEN THE ASPHALT CEMENT HAS OXIDIZED LEAVING THE SEAL COAT WITH NOTHING TO BOND TO OTHER THAN THE AGGREGATE THAT IN MANY CASES HAS

POLISHED OVER TIME LEAVING LESS THAN A DESIRABLE SURFACE TO BOND TO.

14. PROTECT THE ASPHALTIC CONCRETE PAVED AREAS FROM TRAFFIC UNTIL THE SEALER IS SET AND

CURED AND DOES NOT PICK UP UNDER FOOT OR WHEELED TRAFFIC.

ASPHALT PAVING

PAVEMENT MARKINGS

1. SECTION INCLUDES PAINT ON PAVEMENT SURFACES, IN FORM OF TRAFFIC LANES, PARKING BAYS, AREAS RESTRICTED TO HANDICAPPED PERSONS, CROSSWALKS, AND OTHER DETAIL PAVEMENT MARKINGS.

2. PAINT SHALL COMPLY WITH MASTER PAINTERS INSTITUTE (MPI) NO. 97 - TRAFFIC MARKING PAINT, LATEX.

3. SUBMIT MANUFACTURER'S LITERATURE AND DATA WITH DESCRIPTION OF EACH PRODUCT AND

APPLICATION INSTRUCTIONS.

4. INSTALLER QUALIFICATIONS INCLUDES REGULARLY INSTALLS SPECIFIED PRODUCTS AND HAS INSTALLED SPECIFIED PRODUCTS WITH SATISFACTORY SERVICE ON FIVE SIMILAR INSTALLATIONS FOR MINIMUM FIVE

YEARS.

5. PRODUCT TEMPERATURE SHALL BE A MINIMUM 55 DEGREES F FOR MINIMUM 48 HOURS BEFORE

INSTALLATION. SURFACE TO BE PAINTED AND AMBIENT TEMPERATURE SHALL BE A MINIMUM

50 DEGREES F AND MAXIMUM 95 DEGREES F.

6. ALLOW NEW PAVEMENT SURFACES TO CURE FOR PERIOD OF MINIMUM 14 DAYS BEFORE APPLICATION OF

MARKING MATERIALS.

7. CLEAN SUBSTRATES. REMOVE CONTAMINANTS CAPABLE OF AFFECTING SUBSEQUENTLY INSTALLED

PRODUCT'S PERFORMANCE. REMOVE DUST, DIRT, AND OTHER GRANULAR SURFACE DEPOSITS BY

SWEEPING, BLOWING WITH COMPRESSED AIR, RINSING WITH WATER, OR COMBINATION OF THESE

METHODS. COMPLETELY REMOVE RUBBER DEPOSITS, EXISTING PAINT MARKINGS, AND OTHER

COATINGS ADHERING TO PAVEMENT WITH SCRAPERS, WIRE BRUSHINGS, SANDBLASTING, OR

MECHANICAL ABRASION.

8. INSTALL PRODUCTS ACCORDING TO…