Attachment_1-GSA_Security_Barrier_Upgrade_Rev._1_Construction_Documents_-_Plans.pdf

COVER SHEET

GI001

MELVIN PRICE FEDERAL COURTHOUSE

USMS SECURITY

BARRIER REPLACEMENT

FINAL CONSTRUCTION DOCUMENTS

Contact: Contact:

MELVIN PRICE FEDERAL

COURTHOUSE

Brett Etling Project COR

508 South Eighth Street.

East St. Louis, IL 62201 p: 217.801.9743 e: brett.etling@gsa.gov

OWNER

GUIDON DESIGN

INC.

Stacey Paul Project Engineer Project PM

905 North Capitol Avenue Suite 100 Indianapolis, IN 46204 p: 317.800.6388 x 104 e: spaul@guidondesign.com

CIVIL ENGINEER

VICINITY MAP

LOCATION MAP

N

PROJECT LOCATION

N

MECHANICAL &

ELECTRICAL

BCCLT, CONSULTING

ENGINEERS

James E. Meadows Senior Electrical Engineer

9100 Marksfield Rd.

#200 Louisville, KY 40222 p: 812.423.4407 e: meadows@bcclt.com

Contact:

U.S. COURTHOUSE

SHEET LIST

SHEET NUMBER SHEET NAME

MELVIN PRICE FEDERAL BUILDING

PROJECT LOCATION

GENERAL

GI001 COVER SHEET

GI002 GENERAL NOTES

GI003 PHASING PLAN

CIVIL

CD101 DEMOLITION PLAN

CS101 SITE PLAN - NEW WORK

CS102 LOOP DETECTOR LAYOUT PLAN - NEW WORK

CS501 SITE DETAILS

CS502 RAM-PROOF BARRIER GATE DETAILS - NEW WORK

CG101 GRADING PLAN - NEW WORK

EP101 ELECTRICAL LEGEND & DEMOLITION PLAN

EP102 ELECTRICAL POWER PLAN - NEW WORK

EP103 ELECTRICAL DETAILS

GREAT LAKES REGION 5

PROPERTY OF THE

UNITED STATES GOVERNMENT

FOR OFFICIAL USE ONLY

SHEET OF

DISCIPLINE

DRAWING NO.

DRAWN BYDATE

PCN NO.

GSA PM

PROJ. DESC.

BLDG NO.

CITY/ST./ZIP

STREET

BLDG NAME

MARK

FLOOR NO.

DATEDESCRIPTION

REVISION

TITLE

GENERAL SERVICES ADMINISTRATION

SHEET DESIGNATOR

SENSITIVE BUT UNCLASSIFIED (SBU) - PROPERTY OF THE UNITED STATES GOVERNMENT. COPYING, DISSEMINATION, OR DISTRIBUTION OF THESE DRAWINGS, PLANS, OR SPECIFICATIONS TO UNAUTHORIZED PERSONS IS PROHIBITED. Do not remove this notice. Properly destroy documents when no longer needed.

SHEET SIZE

SUB A/E

PRIME A/E

CONS. CONTR.

A/E CON. NO.

C O N T R A C T O R S

CONSTR. CON.

A/E TASK NO.

CONS. WORK

CONTRACTOR INFO

GSA SECURITY UPGRADE

750 MISSOURI AVENUE

MELVIN-PRICE FEDERAL BUILDING

DSM

BRETT ETLING

10-10-2018

905 North Capital Avenue, Suite 100 Indianapolis, IN 46204 www.guidondesign.com

IL0301ES

CIVIL

EAST SAINT LOUIS IL 62201

30" X 42"

GS-05-P-17-SC-D-0001

47PF-0018F-0230

GUIDON BCCLT JV LLC

CONTRACTOR

STAGING/STORAGE

AREA

AutoCAD SHX Text

LUKE J LEISING 062-066043

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MISSOURI AVENUE

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8TH STREET

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AutoCAD SHX Text I-64

AutoCAD SHX Text I-55

AutoCAD SHX Text I-70

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MISSISSIPPI RIVER

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MISSOURI AVE.

GENERAL NOTES

GI002

GREAT LAKES REGION 5

PROPERTY OF THE

UNITED STATES GOVERNMENT

FOR OFFICIAL USE ONLY

SHEET OF

DISCIPLINE

DRAWING NO.

DRAWN BYDATE

PCN NO.

GSA PM

PROJ. DESC.

BLDG NO.

CITY/ST./ZIP

STREET

BLDG NAME

MARK

FLOOR NO.

DATEDESCRIPTION

REVISION

TITLE

GENERAL SERVICES ADMINISTRATION

SHEET DESIGNATOR

SENSITIVE BUT UNCLASSIFIED (SBU) - PROPERTY OF THE UNITED STATES GOVERNMENT. COPYING, DISSEMINATION, OR DISTRIBUTION OF THESE DRAWINGS, PLANS, OR SPECIFICATIONS TO UNAUTHORIZED PERSONS IS PROHIBITED. Do not remove this notice. Properly destroy documents when no longer needed.

SHEET SIZE

SUB A/E

PRIME A/E

CONS. CONTR.

A/E CON. NO.

C O N T R A C T O R S

CONSTR. CON.

A/E TASK NO.

CONS. WORK

CONTRACTOR INFO

GSA SECURITY UPGRADE

750 MISSOURI AVENUE

MELVIN-PRICE FEDERAL BUILDING

DSM

BRETT ETLING

10-10-2018

905 North Capital Avenue, Suite 100 Indianapolis, IN 46204 www.guidondesign.com

IL0301ES

CIVIL

EAST SAINT LOUIS IL 62201

30" X 42"

GS-05-P-17-SC-D-0001

47PF-0018F-0230

GUIDON BCCLT JV LLC

AutoCAD SHX Text GENERAL 1. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LOCAL, CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL LAWS AND REGULATIONS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING OR THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING OR ING OR VERIFYING THAT ALL PERMITS AND APPROVALS ARE OBTAINED ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION. 3. FOR VIEWING CLARITY OF THESE PLANS, THE PIPES OR FOR VIEWING CLARITY OF THESE PLANS, THE PIPES OR STRUCTURES MAY NOT BE DRAWN TO SCALE. 4. THE UTILITIES INDICATED ON THESE PLANS MAY NOT BE A THE UTILITIES INDICATED ON THESE PLANS MAY NOT BE A COMPLETE INVENTORY OF ALL UTILITIES CURRENTLY ON OR NEAR THE SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING PUBLIC AND/OR PRIVATE UTILITY LOCATING SERVICES PRIOR TO STARTING CONSTRUCTION. 5. THE SIZE AND LOCATIONS OF THE UTILITIES INDICATED ON THESE THE SIZE AND LOCATIONS OF THE UTILITIES INDICATED ON THESE PLANS ARE APPROXIMATE. THE CONTRACTOR IS TO DETERMINE AND FIELD VERIFY ALL HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO STARTING CONSTRUCTION ACTIVITIES. 6. ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT BEFORE OR DURING CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD AND COR PRIOR TO AND COR PRIOR TO PRIOR TO CONSTRUCTION SO THAT REDESIGN OR CLARIFICATION MAY OCCUR. DEMOLITION 1. ALL DEMOLISHED MATERIAL TO BECOME THE PROPERTY OF THE ALL DEMOLISHED MATERIAL TO BECOME THE PROPERTY OF THE CONTRACTOR, UNLESS OTHERWISE NOTED, AND SHALL BE LEGALLY DISPOSED OF OFFSITE. 2. CONDUCT DEMOLITION AND CONSTRUCTION ACTIVITIES IN SUCH A CONDUCT DEMOLITION AND CONSTRUCTION ACTIVITIES IN SUCH A MANNER TO PROVIDE MINIMUM TRAFFIC DISRUPTIONS. CONTRACTOR TO INSTALL TRAFFIC CONTROL DEVICES PER THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), LATEST EDITION, AS NECESSARY. 3. ALL EXISTING TREES AND LANDSCAPING SHALL BE PRESERVED ALL EXISTING TREES AND LANDSCAPING SHALL BE PRESERVED AND PROTECTED. 4. CONTRACTOR SHALL COORDINATE ALL WORK ASSOCIATED WITH CONTRACTOR SHALL COORDINATE ALL WORK ASSOCIATED WITH THE REMOVAL, RELOCATION, AND DEMOLITION OF EXISTING UTILITIES WITH THE RESPECTIVE UTILITY COMPANY. 5. EXISTING UNDERGROUND ELECTRIC AND TELEPHONE CABLES THAT EXISTING UNDERGROUND ELECTRIC AND TELEPHONE CABLES THAT ARE SHOWN TO BE ABANDONED IN PLACE MAY BE CUT AS NECESSARY TO FACILITATE CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL ENSURE THAT LINES ARE NOT ACTIVE PRIOR TO CUTTING. 6. CONTRACTOR TO MAINTAIN PROPER DRAINAGE IN DEMOLITION CONTRACTOR TO MAINTAIN PROPER DRAINAGE IN DEMOLITION AREAS. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING DAMAGE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING DAMAGE TO EXISTING BUILDINGS AND/OR SITE ENTITIES THAT ARE TO REMAIN. 8. CONCRETE TO BE SAWCUT SHALL BE SAWCUT TO THE NEAREST CONCRETE TO BE SAWCUT SHALL BE SAWCUT TO THE NEAREST CONCRETE JOINT BEYOND THE LIMITS ILLUSTRATED. SITE PLAN 1. ALL DIMENSIONS ARE TO THE BACK OF CURB. WHEN CURBS ALL DIMENSIONS ARE TO THE BACK OF CURB. WHEN CURBS ARE NOT PRESENT, DIMENSIONS ARE TO THE EDGE OF PAVEMENT. 2. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS ON THE SITE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS ON THE SITE PRIOR TO CONSTRUCTION AND IDENTIFY DISCREPANCIES TO THE ENGINEER OF RECORD AND COR. 3. SEE SHEET CS501 FOR NEW WORK SITE IMPROVEMENT DETAILS SEE SHEET CS501 FOR NEW WORK SITE IMPROVEMENT DETAILS T CS501 FOR NEW WORK SITE IMPROVEMENT DETAILS FOR NEW WORK SITE IMPROVEMENT DETAILS REFERENCED. 4. WHERE WORK IS DONE IN EXISTING AREAS, THE EXISTING WHERE WORK IS DONE IN EXISTING AREAS, THE EXISTING FINISHED CONDITIONS ARE TO BE REPAIRED OR REPLACED. THESE FINISHED CONDITIONS ARE TO MATCH EXISTING UNLESS OTHERWISE NOTED. GRADING 1. CONTRACTOR SHALL ENSURE THAT POSITIVE DRAINAGE IN CONTRACTOR SHALL ENSURE THAT POSITIVE DRAINAGE IN IMPROVED AREAS IS ACHIEVED. CONTRACTOR TO TEST AND CORRECT ANY PONDING CONDITIONS. 2. ALL SLOPES SHALL BE 3:1 OR FLATTER, UNLESS OTHERWISE ALL SLOPES SHALL BE 3:1 OR FLATTER, UNLESS OTHERWISE SHOWN. 3. ALL GRADES AT THE PROJECT BOUNDARY OR PROPERTY LINE ALL GRADES AT THE PROJECT BOUNDARY OR PROPERTY LINE SHALL MEET EXISTING GRADES. 4. BUILDING PAD AREAS AND PAVED AREAS DESIGNATED FOR FILL BUILDING PAD AREAS AND PAVED AREAS DESIGNATED FOR FILL SHALL BE CONSTRUCTED OF SUITABLE FILL MATERIAL AND COMPACTED PER SPECIFICATIONS. ALL FILL AREAS ARE TO BE STRIPPED OF TOPSOIL PRIOR TO PLACEMENT OF FILL. 5. ANY EXCESS SOIL MATERIAL SHALL BE EXPORTED FROM THE ANY EXCESS SOIL MATERIAL SHALL BE EXPORTED FROM THE SITE AFTER CONSTRUCTION IS COMPLETE. 6. CONTOURS ARE SHOWN AS A REFERENCE TO MEET CONTOURS ARE SHOWN AS A REFERENCE TO MEET JURISDICTIONAL REQUIREMENTS. CONTRACTOR SHOULD GRADE SITE PER THE NEW WORK SPOT GRADE ELEVATIONS. UTILITIES 1. CONTRACTOR TO MAINTAIN ALL EXISTING UTILITIES TO STAY IN CONTRACTOR TO MAINTAIN ALL EXISTING UTILITIES TO STAY IN SERVICE DURING CONSTRUCTION. 2. CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS PRIOR TO CONSTRUCTION TO VERIFY UTILITIES THAT MIGHT BE PRESENT ON SITE. 3. THE CONTRACTOR IS REQUIRED TO PROVIDE ADEQUATE SHEETING, THE CONTRACTOR IS REQUIRED TO PROVIDE ADEQUATE SHEETING, SHORING, AND DEWATERING IN ALL TRENCHES AND EXCAVATIONS AS NECESSARY IN ACCORDANCE WITH OSHA; AND IS SOLELY RESPONSIBLE FOR THE SAFETY OF SHEETING, SHORING, AND DEWATERING. 4. WHERE CONSTRUCTION IS IN THE VICINITY OF EXISTING PIPING, WHERE CONSTRUCTION IS IN THE VICINITY OF EXISTING PIPING, THE LOCATION AND ELEVATION OF THE EXISTING PIPING AND STRUCTURES SHALL BE FIELD VERIFIED BY THE CONTRACTOR. IF ANY DISCREPANCIES ARE FOUND, THEN THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY. 5. ALL WORK SHALL BE PERFORMED IN A SAFE MANNER. ALL ALL WORK SHALL BE PERFORMED IN A SAFE MANNER. ALL SAFETY RULES AND GUIDELINES OF OSHA SHALL BE FOLLOWED. THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ANY INJURIES TO HIS EMPLOYEES, AND ANY DAMAGE TO PRIVATE PROPERTY OR PERSONS DURING THE COURSE OF THIS PROJECT. 6. QUANTITIES PROVIDED ARE ESTIMATES AND SHALL BE CONFIRMED QUANTITIES PROVIDED ARE ESTIMATES AND SHALL BE CONFIRMED BY THE CONTRACTOR. EROSION CONTROL 1. EROSION AND SEDIMENTATION CONTROL DEVICES TO BE EROSION AND SEDIMENTATION CONTROL DEVICES TO BE INSTALLED PRIOR TO BEGINNING CONSTRUCTION. 2. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN FOURTEEN (14) DAYS AFTER WORK HAS CEASED, UNLESS ACTIVITY IN THAT PART OF THE SITE WILL RESUME WITHIN TWENTY-ONE (21) DAYS. 3. PROVIDE INLET PROTECTION AND/OR OTHER CONTROL DEVICES, PROVIDE INLET PROTECTION AND/OR OTHER CONTROL DEVICES, AS MAY BE REQUIRED, TO CONTROL SOIL EROSION DURING UTILITY CONSTRUCTION. ALL DISTURBED AREAS SHALL BE CLEANED, GRADED, AND STABILIZED WITH GRASSING IMMEDIATELY AFTER THE UTILITY INSTALLATION. 4. EROSION CONTROL AND SEDIMENTATION CONTROL DEVICES TO BE EROSION CONTROL AND SEDIMENTATION CONTROL DEVICES TO BE MAINTAINED SUCH THAT THEY FUNCTION AS INTENDED. AFTER COMPLETION OF THE PROJECT THE CONTRACTOR SHALL REMOVE ALL DEVICES WHERE A GOOD STAND OF GRASS HAS BEEN ESTABLISHED AND EROSION IS NO LONGER EVIDENT. REMOVAL OF THE REMAINING DEVICES SHALL OCCUR AS OTHER AREAS ARE ESTABLISHED. 5. EROSION CONTROL MEASURES SHALL BE INSPECTED EVERY EROSION CONTROL MEASURES SHALL BE INSPECTED EVERY SEVEN (7) DAYS OR AFTER EACH RAINFALL OCCURRENCE THAT EXCEEDS ONE-HALF (1/2) INCH. DAMAGED OR INEFFECTIVE DEVICES SHALL BE REPAIRED OR REPLACED IMMEDIATELY. 6. ALL AREAS DISTURBED BY GRADING, EXCAVATION, AND GENERAL ALL AREAS DISTURBED BY GRADING, EXCAVATION, AND GENERAL CONSTRUCTION SHALL BE SEEDED, MULCHED, AND RESTORED IN ACCORDANCE WITH THE SPECIFICATIONS. 7. THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD ONTO PAVED ROADWAYS. THE CONTRACTOR SHALL DAILY REMOVE MUD/SOIL FROM PAVEMENT, AS MAY BE REQUIRED.

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CIVIL SITE ABBREVIATIONS

AutoCAD SHX Text AC ACRE ACRE ABC AGGREGATE BASE COURSE AGGREGATE BASE COURSE ADA AMERICANS WITH DISABILITIES ACT AMERICANS WITH DISABILITIES ACT AGGR AGGREGATE AGGREGATE ALT ALTERNATE ALTERNATE APPROX APPROXIMATE APPROXIMATE ARV AIR RELEASE VALVE AIR RELEASE VALVE ASPH ASPHALT ASPHALT ASSY ASSEMBLY ASSEMBLY BC BACK OF CURB BACK OF CURB BFP BACKFLOW PREVENTER BACKFLOW PREVENTER BLDG BUILDING BUILDING BLT BUILT BUILT BM BENCHMARK BENCHMARK BNRY BOUNDARY BOUNDARY BO BLOW OFF BLOW OFF C/C CENTER TO CENTER CENTER TO CENTER CB CATCH BASIN CATCH BASIN CCTV CLOSED CIRCUIT TELEVISION CLOSED CIRCUIT TELEVISION CFS CUBIC FEET PER SECOND CUBIC FEET PER SECOND CHKV CHECK VALVE CHECK VALVE CI CAST IRON CAST IRON CIR CIRCULAR CIRCULAR CJ CONSTRUCTION JOINT OR CONTROL CONSTRUCTION JOINT OR CONTROL JOINT CL CENTER LINE CENTER LINE CMP CORRUGATED METAL PIPE CORRUGATED METAL PIPE CMU CONCRETE MASONRY UNIT CONCRETE MASONRY UNIT CND CONDUIT CONDUIT CO CLEANOUT CLEANOUT COMM COMMUNICATION COMMUNICATION CONC CONCRETE CONCRETE CONST CONSTRUCT OR CONSTRUCTION CONSTRUCT OR CONSTRUCTION COR CORNER CORNER CTR CENTER CENTER CTRL CONTROL CONTROL CTV CABLE TELEVISION CABLE TELEVISION CF CUBIC FEET CUBIC FEET CY CUBIC YARD CUBIC YARD CV CONTROL VALVE CONTROL VALVE DA DRAINAGE AREA DRAINAGE AREA DAT DATUM DATUM DBL DOUBLE DOUBLE DDCV DOUBLE DETECTOR CHECK VALVE DOUBLE DETECTOR CHECK VALVE DEG DEGREE DEGREE DEMO DEMOLITION DEMOLITION DEPT DEPARTMENT DEPARTMENT DI DROP INLET DROP INLET DIA DIAMETER DIAMETER DIFF DIFFERENCE OR DIFFERENTIAL DIFFERENCE OR DIFFERENTIAL DIM DIMENSION DIMENSION DIP DUCTILE IRON PIPE DUCTILE IRON PIPE DIST DISTANCE DISTANCE DOM DOMESTIC DOMESTIC DOT DEPARTMENT OF TRANSPORTATION DEPARTMENT OF TRANSPORTATION DS DOWNSPOUT DOWNSPOUT DW DOMESTIC WATER DOMESTIC WATER EA EACH EACH EC EDGE OF CURB EDGE OF CURB EG EXISTING GRADE EXISTING GRADE EJ EXPANSION JOINT EXPANSION JOINT ELEV ELEVATION ELEVATION EP EDGE OF PAVEMENT (PAVING) EDGE OF PAVEMENT (PAVING) EPA ENVIRONMENTAL PROTECTION ENVIRONMENTAL PROTECTION AGENCY ESMT EASEMENT EASEMENT EQ EQUAL EQUAL EQL SP EQUALLY SPACED EQUALLY SPACED EQUIP EQUIPMENT EQUIPMENT EQUIV EQUIVALENT EQUIVALENT ES EDGE OF SHOULDER EDGE OF SHOULDER ESMT EASEMENT EASEMENT EW END WALL END WALL EX EXISTING EXISTING EXP EXPANSION EXPANSION F/F FACE TO FACE FACE TO FACE FES FLARED END SECTION FLARED END SECTION FFE FINISH FLOOR ELEVATION FINISH FLOOR ELEVATION FHA FIRE HYDRANT ASSEMBLY FIRE HYDRANT ASSEMBLY FNC FENCE FENCE FOC FACE OF CURB FACE OF CURB 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 FT FEET OR FOOT FEET OR FOOT G NATURAL GAS OR GAS LINE NATURAL GAS OR GAS LINE GA GAGE GAGE GAL GALLON GALLON GEN GENERATOR GENERATOR GPD GALLONS PER DAY GALLONS PER DAY GT GREASE TRAP GREASE TRAP GV GATE VALVE GATE VALVE GUT GUTTER GUTTER HAZ MAT HAZARDOUS MATERIALS HAZARDOUS MATERIALS HB HOSE BIBB HOSE BIBB HC HANDICAP OR HANDICAPPED HANDICAP OR HANDICAPPED HDPE HIGH DENSITY POLYETHYLENE HIGH DENSITY POLYETHYLENE HDWL HEADWALL HEADWALL HH HAND HOLE HAND HOLE HORIZ HORIZONTAL HORIZONTAL HP HIGH POINT HIGH POINT HT HEIGHT HEIGHT HV HOSE VALVE HOSE VALVE HWY HIGHWAY HIGHWAY HYD HYDRANT HYDRANT IE INVERT ELEVATION INVERT ELEVATION INCL INCLUDED INCLUDED INFO INFORMATION INFORMATION INV INVERT INVERT IW IRRIGATION WATER IRRIGATION WATER LAT LATITUDE LATITUDE LF LINEAR FEET (FOOT) LINEAR FEET (FOOT) LOC LOCATION LOCATION LONG LONGITUDE OR LONGITUDINAL LONGITUDE OR LONGITUDINAL LOS LINE OF SIGHT LINE OF SIGHT LP LOW POINT OR LIGHT POLE LOW POINT OR LIGHT POLE LT LEFT LEFT MAX MAXIMUM MAXIMUM MB MAIL BOX MAIL BOX MEG MEET EXISTING GRADE MEET EXISTING GRADE MEMO MEMORANDUM MEMORANDUM MFG MANUFACTURED OR MANUFACTURE MANUFACTURED OR MANUFACTURE MH MANHOLE MANHOLE MIN MINIMUM MINIMUM MISC MISCELLANEOUS MISCELLANEOUS MJ MECHANICAL JOINT MECHANICAL JOINT MOD MODIFY MODIFY MOT MAINTENANCE OF TRAFFIC MAINTENANCE OF TRAFFIC MULT MULTIPLE MULTIPLE MUNIC MUNICIPAL MUNICIPAL MUTCD MANUAL ON UNIFORM TRAFFIC MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES NA NOT APPLICABLE NOT APPLICABLE 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 OC ON CENTER ON CENTER PAR PARALLEL PARALLEL PAVT PAVEMENT PAVEMENT PB PULL BOX PULL BOX PC POINT OF CURVE POINT OF CURVE PCC POINT OF COMPOUND CURVE POINT OF COMPOUND CURVE PCCP CONCRETE PAVEMENT CONCRETE PAVEMENT PE POLYETHYLENE (PLASTIC) POLYETHYLENE (PLASTIC) PERF PERFORATED PERFORATED PERIM PERIMETER PERIMETER PERM PERMANENT PERMANENT PERP PERPENDICULAR PERPENDICULAR PG PROFILE GRADE PROFILE GRADE PH PHASE PHASE PI POINT OF INTERSECTION POINT OF INTERSECTION PIV POST INDICATOR VALVE POST INDICATOR VALVE PL PROPERTY LINE PROPERTY LINE PP POWER POLE OR POLYPROPYLENE POWER POLE OR POLYPROPYLENE PREV PREVIOUS PREVIOUS PRC POINT OF REVERSE CURVE POINT OF REVERSE CURVE PRKG PARKING PARKING PROJ PROJECT PROJECT PROP PROPERTY PROPERTY PRV PRESSURE RELIEF VALVE PRESSURE RELIEF VALVE PSI POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH PSL PIPE SLEEVE PIPE SLEEVE PT POINT OF TANGENCY POINT OF TANGENCY PVC POLYVINYL CHLORIDE (PLASTIC) POLYVINYL CHLORIDE (PLASTIC) R RADIUS RADIUS RC REINFORCED CONCRETE REINFORCED CONCRETE RCB REINFORCED CONCRETE BOX REINFORCED CONCRETE BOX RCP REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE RD ROAD OR ROOF DRAIN ROAD OR ROOF DRAIN RDC REDUCER REDUCER REQ REQUIRE OR REQUIRED REQUIRE OR REQUIRED RFI REQUEST FOR INFORMATION REQUEST FOR INFORMATION ROW RIGHT OF WAY RIGHT OF WAY RR RAILROAD RAILROAD RT RIGHT RIGHT SAN SANITARY SANITARY SB SPLASH BLOCK SPLASH BLOCK SCH SCHEDULE SCHEDULE SD STORM DRAIN STORM DRAIN SDL SADDLE SADDLE SECT SECTION SECTION SEP SEPARATE SEPARATE SF SQUARE FOOT (FEET) SQUARE FOOT (FEET) SGL SINGLE SINGLE SHLDR SHOULDER SHOULDER SOV SHUT OFF VALVE SHUT OFF VALVE SPEC SPECIFICATION SPECIFICATION SF SQUARE FEET SQUARE FEET SS SANITARY SEWER SANITARY SEWER STA STATION STATION STD STANDARD STANDARD STM STEAM STEAM SURF SURFACE SURFACE SURV SURVEY SURVEY SW SIDEWALK SIDEWALK SY SQUARE YARD SQUARE YARD T TELEPHONE TELEPHONE TBM TEMPORARY BENCHMARK TEMPORARY BENCHMARK TB-XX TEST BORING-XX (E.G., TB-01) TEST BORING-XX (E.G., TB-01) TD TRENCH DRAIN TRENCH DRAIN TE TOP ELEVATION TOP ELEVATION TEMP TEMPORARY TEMPORARY THK THICKNESS THICKNESS TOB TOP OF BANK TOP OF BANK TOC TOP OF CURB TOP OF CURB TOPO TOPOGRAPHY TOPOGRAPHY TOS TOE OF SLOPE TOE OF SLOPE TP TELEPHONE POLE TELEPHONE POLE TYP TYPICAL TYPICAL TW TOP OF WALL TOP OF WALL UD UNDERDRAIN UNDERDRAIN UP UTILITY POLE UTILITY POLE UTIL UTILITY UTILITY USGS U.S. GEOLOGICAL SURVEY U.S. GEOLOGICAL SURVEY VAR VARIES VARIES VB VALVE BOX VALVE BOX VC VERTICAL CURVE VERTICAL CURVE VERT VERTICAL VERTICAL VIF VERIFY IN FIELD VERIFY IN FIELD VOL VOLUME VOLUME W WATER LINE WATER LINE WM WATER METER OR WATER MAIN WATER METER OR WATER MAIN WT WATER TABLE WATER TABLE WTR WATER WATER WW WASTE WATER WASTE WATER WWF WELDED WIRE FABRIC WELDED WIRE FABRIC XFMR TRANSFORMERTRANSFORMER

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CIVIL SITE NOTES

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LIGHT DUTY ASPHALT LIMITS

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CONCRETE LIMITS

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GRAVEL LIMITS

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CONSTRUCTION FENCE

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TREE PROTECTION

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UNDERGROUND ELECTRIC

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WATER MAIN

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UNDERGROUND COMMUNICATIONS

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DIRECTION OF FLOW

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MATCH EXISTING GRADE

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TOP OF CURB GUTTER

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INLET PROTECTION

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TEMPORARY SEEDING

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CONSTRUCTION STAGING AREA

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TC 643.50 GU 643.00

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NEW WORK MINOR CONTOUR

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NEW WORK MAJOR CONTOUR

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STORM STRUCTURES

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SILT FENCE

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BUILDING LIMITS

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SIGN

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XX LF OF XX" WM

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SPOT ELEVATION

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GAS MAIN

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CENTERLINE

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NEW WORK LEGEND

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IP

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TOP OF CURB EDGE OF PAVEMENT

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TC 643.50 EP 643.00

LUKE J LEISING 062-066043

GREAT LAKES REGION 5

PROPERTY OF THE

UNITED STATES GOVERNMENT

FOR OFFICIAL USE ONLY

SHEET OF

DISCIPLINE

DRAWING NO.

DRAWN BYDATE

PCN NO.

GSA PM

PROJ. DESC.

BLDG NO.

CITY/ST./ZIP

STREET

BLDG NAME

MARK

FLOOR NO.

DATEDESCRIPTION

REVISION

TITLE

GENERAL SERVICES ADMINISTRATION

SHEET DESIGNATOR

SENSITIVE BUT UNCLASSIFIED (SBU) - PROPERTY OF THE UNITED STATES GOVERNMENT. COPYING, DISSEMINATION, OR DISTRIBUTION OF THESE DRAWINGS, PLANS, OR SPECIFICATIONS TO UNAUTHORIZED PERSONS IS PROHIBITED. Do not remove this notice. Properly destroy documents when no longer needed.

SHEET SIZE

SUB A/E

PRIME A/E

CONS. CONTR.

A/E CON. NO.

C O N T R A C T O R S

CONSTR. CON.

A/E TASK NO.

CONS. WORK

CONTRACTOR INFO

GSA SECURITY UPGRADE

750 MISSOURI AVENUE

MELVIN-PRICE FEDERAL BUILDING

DSM

BRETT ETLING

10-10-2018

905 North Capital Avenue, Suite 100 Indianapolis, IN 46204 www.guidondesign.com

IL0301ES

CIVIL

EAST SAINT LOUIS IL 62201

30" X 42"

GS-05-P-17-SC-D-0001

47PF-0018F-0230

GUIDON BCCLT JV LLC

0 105

N

GI003

PHASING PLAN

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PWP

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UE

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UE

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GARAGE MECHANICAL ROOM

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8TH STREET

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ASPHALT

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CONCRETE

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LANE DIVIDE. KEEP ONE LANE OPERATIONAL AT ALL TIMES.

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LUKE J LEISING 062-066043

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PHASING PLAN KEYNOTES

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1. CONSTRUCTION LIMITS CONSTRUCTION LIMITS 2. STAGING AREA; KEEP STAGING AREA; KEEP ONE LANE CLEAR AT ALL TIMES.

AutoCAD SHX Text PHASE 1: CONTRACTOR TO REMOVE EXISTING EQUIPMENT, CONDUIT NOT CALLED FOR REUSE, AND RAM PROOF BOLLARD SYSTEM. DUE TO EXPECTED NOISE LEVEL, BOLLARD SYSTEM SHALL BE REMOVED DURING WEEKEND HOURS, CONTRACTOR TO COORDINATE WITH THE GSA REPRESENTATIVE. ONE LANE OF ENTRANCE RAMP MUST BE KEPT OPERATIONAL DURING WORKING HOURS, DEFINED AS MONDAY THROUGH FRIDAY, 8:00 AM. TO 4:30 PM. MAINTAIN EXISTING CONCRETE IN DRIVE, CARD READERS, AND INTERCOM AS LONG AS POSSIBLE. COORDINATE CARD READER DEACTIVATION WITH GSA. REMOVAL OF SECURITY WIRING AND EQUIPMENT TO BE PERFORMED BY GOVERNMENT SECURITY VENDOR. PHASE 2: EXCAVATE ADDITIONAL AREA AS NECESSARY TO ACCOMMODATE NEW RAM-PROOF BARRIER GATE FOUNDATIONS. COORDINATE WEEKEND WORK WITH GSA REPRESENTATIVE. ONE LANE OF ENTRANCE DRIVE TO GARAGE MUST BE KEPT OPERATIONAL DURING WORKING HOURS. PHASE 3: REMOVE REMAINING CONCRETE ON THE ENTRANCE DRIVE TO GARAGE CALLED OUT TO BE REPLACED. PLACEMENT OF NEW CONCRETE WILL BE PHASED IN ORDER TO MAINTAIN ONE LANE OF ENTRANCE DRIVE TO GARAGE USE DURING WORKING HOURS. NOTES: 1. ALL INTERIOR WORK SHALL BE PERFORMED DURING NORMAL ALL INTERIOR WORK SHALL BE PERFORMED DURING NORMAL WORKING HOURS, DEFINED AS MONDAY THROUGH FRIDAY 8:00 AM. TO 4:30 PM. IF INTERIOR OFF HOURS WORK IS REQUIRED, CONTRACTOR SHALL BE REQUEST/COORDINATE WITH THE GSA AND BE GRANTED ON A CASE BY CASE BASIS. 2. EXTERIOR WORK MAY BE PERFORMED AFTER HOURS. EXTERIOR WORK MAY BE PERFORMED AFTER HOURS. 3. GSA TO PROVIDE CONTRACTOR PARKING, COORDINATE WITH GSA TO PROVIDE CONTRACTOR PARKING, COORDINATE WITH GSA PROJECT MANAGER.

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REVISION #1

02/28/19

0 105

N

DEMOLITION PLAN

CD101

GREAT LAKES REGION 5

PROPERTY OF THE

UNITED STATES GOVERNMENT

FOR OFFICIAL USE ONLY

SHEET OF

DISCIPLINE

DRAWING NO.

DRAWN BYDATE

PCN NO.

GSA PM

PROJ. DESC.

BLDG NO.

CITY/ST./ZIP

STREET

BLDG NAME

MARK

FLOOR NO.

DATEDESCRIPTION

REVISION

TITLE

GENERAL SERVICES ADMINISTRATION

SHEET DESIGNATOR

SENSITIVE BUT UNCLASSIFIED (SBU) - PROPERTY OF THE UNITED STATES GOVERNMENT. COPYING, DISSEMINATION, OR DISTRIBUTION OF THESE DRAWINGS, PLANS, OR SPECIFICATIONS TO UNAUTHORIZED PERSONS IS PROHIBITED. Do not remove this notice. Properly destroy documents when no longer needed.

SHEET SIZE

SUB A/E

PRIME A/E

CONS. CONTR.

A/E CON. NO.

C O N T R A C T O R S

CONSTR. CON.

A/E TASK NO.

CONS. WORK

CONTRACTOR INFO

GSA SECURITY UPGRADE

750 MISSOURI AVENUE

MELVIN-PRICE FEDERAL BUILDING

DSM

BRETT ETLING

10-10-2018

905 North Capital Avenue, Suite 100 Indianapolis, IN 46204 www.guidondesign.com

IL0301ES

CIVIL

EAST SAINT LOUIS IL 62201

30" X 42"

GS-05-P-17-SC-D-0001

47PF-0018F-0230

GUIDON BCCLT JV LLC

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FIRST FLOOR ELEV. = 422.54

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UE

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GARAGE MECHANICAL ROOM

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8TH STREET

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ASPHALT

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CONCRETE

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RELOCATE IRRIGATION LINE AS NECESSARY AROUND NEW SIDEWALK SHOWN ON CS101

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JUNCTION BOX TO REMAIN

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PRESERVE EXISTING CONDUIT

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DEMOLITION PLAN KEYNOTES

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1. SAWCUT AND REMOVE CONCRETE PAVEMENT SECTION. SAWCUT AND REMOVE CONCRETE PAVEMENT SECTION. 2. SAWCUT AND REMOVE CONCRETE CURB AND GUTTER. SAWCUT AND REMOVE CONCRETE CURB AND GUTTER. 3. REMOVE EXISTING HYDRAULIC BOLLARD SYSTEM AND REMOVE EXISTING HYDRAULIC BOLLARD SYSTEM AND FOUNDATIONS. 4. REMOVE SURFACE MOUNTED BOLLARDS (8 TOTAL). REMOVE SURFACE MOUNTED BOLLARDS (8 TOTAL). 5. FULLY REMOVE HYDRAULIC LINES FOR EXISTING FULLY REMOVE HYDRAULIC LINES FOR EXISTING BOLLARD SYSTEM. 6. REMOVE SIGNAL LIGHT AND FOUNDATION. REMOVE SIGNAL LIGHT AND FOUNDATION. 7. REMOVE HYDRAULIC PUMP AND EQUIPMENT. REMOVE HYDRAULIC PUMP AND EQUIPMENT. 8. EXISTING GUARD BUILDING AND SIDEWALK TO REMAIN. EXISTING GUARD BUILDING AND SIDEWALK TO REMAIN. 9. PROTECT IRRIGATION LINE AND EQUIPMENT. PROTECT IRRIGATION LINE AND EQUIPMENT. 10. REMOVE EXISTING DETECTION WIRE. REMOVE EXISTING DETECTION WIRE. 11. REMOVE CARD READER STAND. REMOVE CARD READER STAND. 12. REMOVE TRENCH DRAIN. CLEAN AND STORE FOR REMOVE TRENCH DRAIN. CLEAN AND STORE FOR REUSE. 13. PROTECT BOLLARDS, REPAINT, MATCH EXISTING COLOR. PROTECT BOLLARDS, REPAINT, MATCH EXISTING COLOR. 14. PROTECT EXISTING ELECTRICAL LINE. PROTECT EXISTING ELECTRICAL LINE. 15. REMOVE HYDRAULIC LINES AND POWER JUNCTION BOX. REMOVE HYDRAULIC LINES AND POWER JUNCTION BOX. REMOVE POWER TO NEAREST JUNCTION BOX, PATCH OPENINGS IN WALL AS NECESSARY. 16. REMOVE VEHICLE BARRIER ARM, OPERATOR AND REMOVE VEHICLE BARRIER ARM, OPERATOR AND FOUNDATION. 17. REMOVE ELECTRICAL BOX. REMOVE ELECTRICAL BOX. 18. REMOVE SUMP PUMP.REMOVE SUMP PUMP.

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LUKE J LEISING 062-066043

AutoCAD SHX Text NOTES: GOVERNMENT SECURITY VENDOR TO DISCONNECT EXISTING ACCESS CONTROL EQUIPMENT AND REMOVE COMMUNICATION WIRES. COORDINATE WITH GSA. CONTRACTOR TO COORDINATE ALL WORK ON GARAGE DOOR WITH OVERHEAD DOOR. ALL GARAGE D0OR WORK TO BE DONE BY OVERHEAD DOOR. INTERIOR WORK WILL BE PERFORMED DURING NORMAL WORK HOURS, DEFINED AS MONDAY THROUGH FRIDAY 8:00 AM. TO 4:30 PM. EXTERIOR WORK MAY BE PERFORMED AFTER HOURS. SPECIAL EXCEPTIONS FOR INTERIOR WORK AFTER HOURS WILL NEED TO BE COORDINATED WITH THE GSA.

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AutoCAD SHX Text

REVISION #1

UNITED STATES GOVERNMENT

FOR OFFICIAL USE ONLY

SHEET OF

DISCIPLINE

DRAWING NO.

DRAWN BYDATE

PCN NO.

GSA PM

PROJ. DESC.

BLDG NO.

CITY/ST./ZIP

STREET

BLDG NAME

MARK

FLOOR NO.

DATEDESCRIPTION

REVISION

TITLE

GENERAL SERVICES ADMINISTRATION

SHEET DESIGNATOR

SENSITIVE BUT UNCLASSIFIED (SBU) - PROPERTY OF THE UNITED STATES GOVERNMENT. COPYING, DISSEMINATION, OR DISTRIBUTION OF THESE DRAWINGS, PLANS, OR SPECIFICATIONS TO UNAUTHORIZED PERSONS IS PROHIBITED. Do not remove this notice. Properly destroy documents when no longer needed.

SHEET SIZE

SUB A/E

PRIME A/E

CONS. CONTR.

A/E CON. NO.

C O N T R A C T O R S

CONSTR. CON.

A/E TASK NO.

CONS. WORK

CONTRACTOR INFO

GSA SECURITY UPGRADE

750 MISSOURI AVENUE

MELVIN-PRICE FEDERAL BUILDING

DSM

BRETT ETLING

10-10-2018

905 North Capital Avenue, Suite 100 Indianapolis, IN 46204 www.guidondesign.com

IL0301ES

CIVIL

EAST SAINT LOUIS IL 62201

30" X 42"

GS-05-P-17-SC-D-0001

47PF-0018F-0230

GUIDON BCCLT JV LLC

0 105

N

CS101

SITE PLAN - NEW WORK

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UE

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UE

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ASPHALT

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CONCRETE

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IP

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TYP.

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LUKE J LEISING 062-066043

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SITE PLAN KEYNOTES - NEW WORK

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1. CONCRETE PAVEMENT, SEE DETAIL 2/CS501. CONCRETE PAVEMENT, SEE DETAIL 2/CS501. 2. CONCRETE SIDEWALK, SEE DETAIL 3/CS501. CONCRETE SIDEWALK, SEE DETAIL 3/CS501. 3. NEW RAM-PROOF BARRIER GATE, SEE SHEET CS502. NEW RAM-PROOF BARRIER GATE, SEE SHEET CS502. 4. CONCRETE CURB AND GUTTER, SEE DETAIL 5/CS501. CONCRETE CURB AND GUTTER, SEE DETAIL 5/CS501. 5. CONTROL JOINT, SEE DETAIL 4/CS501. CONTROL JOINT, SEE DETAIL 4/CS501. 6. EXPANSION JOINT, SEE DETAIL 4/CS501. EXPANSION JOINT, SEE DETAIL 4/CS501. 7. TRAFFIC ARROW, PAINTED, YELLOW, SEE DETAIL 10/CS501. TRAFFIC ARROW, PAINTED, YELLOW, SEE DETAIL 10/CS501. 8. CONCRETE RETAINING WALL, SEE DETAIL 6/CS501. CONCRETE RETAINING WALL, SEE DETAIL 6/CS501. 9. 42" TV SCREEN (NOT IN CONTRACT) CONTRACTOR TO 42" TV SCREEN (NOT IN CONTRACT) CONTRACTOR TO PROVIDE ELECTRICAL SERVICE AND ROTATING TV MOUNT. 10. ACCESS CONTROL STAND IN CONTRACT, EQUIPMENT BY ACCESS CONTROL STAND IN CONTRACT, EQUIPMENT BY OTHERS. SEE DETAIL 12/CS501. 11. VEHICLE DETECTOR LOOP, SEE DETAIL 8/CS501 FOR VEHICLE DETECTOR LOOP, SEE DETAIL 8/CS501 FOR INSTALLATION IN EXISTING PAVEMENT, SEE DETAIL 14/CS501 FOR INSTALLATION IN NEW PAVEMENT. 12. TEMPORARY INLET PROTECTION, SEE DETAIL 13/CS501. TEMPORARY INLET PROTECTION, SEE DETAIL 13/CS501. 13. 6" CONCRETE BOLLARDS (5), SEE DETAIL 7/CS501. 6" CONCRETE BOLLARDS (5), SEE DETAIL 7/CS501. 14. STOP BAR 12" WIDE, PAINTED, WHITE. STOP BAR 12" WIDE, PAINTED, WHITE. 15. CONCRETE RETAINING CURB AND GUTTER WITH 3 FOOT CONCRETE RETAINING CURB AND GUTTER WITH 3 FOOT TRANSITION, SEE DETAIL 9/CS501. 16. 24"X24" WARNING SIGN A, SEE DETAIL BELOW. 24"X24" WARNING SIGN A, SEE DETAIL BELOW. 17. 24"X24" WARNING SIGN B, SEE DETAIL BELOW. 24"X24" WARNING SIGN B, SEE DETAIL BELOW. 18. TREE PROTECTION. TREE PROTECTION. 19. RELOCATE IRRIGATION LINE AS NECESSARY. RELOCATE IRRIGATION LINE AS NECESSARY. 20. WIRING FOR VEHICLE LOOP DETECTOR SEE DETAIL 8/CS501 WIRING FOR VEHICLE LOOP DETECTOR SEE DETAIL 8/CS501 FOR INSTALLATION IN EXISTING PAVEMENT, SEE DETAIL 14/CS501 FOR INSTALLATION IN NEW PAVEMENT. 21. LAND GUIDANCE BOLLARDS (7), SEE DETAIL 11/CS501. LAND GUIDANCE BOLLARDS (7), SEE DETAIL 11/CS501. 22. STRIP AND CLEAN EXISTING BOLLARD. PAINT TO MATCH STRIP AND CLEAN EXISTING BOLLARD. PAINT TO MATCH EXISTING YELLOW COLOR AND INSTALL POLYETHYLENE, FADE-RESISTANT POST SLEEVE WITH REFLECTIVE STRIPING. SLEEVE TO MATCH EXISTING YELLOW COLOR WITH MINIMUM " 18" THICKNESS.

AutoCAD SHX Text NOTES: : 1. ALL DISTURBED AREAS TO RECEIVE PERMANENT SEEDING ALL DISTURBED AREAS TO RECEIVE PERMANENT SEEDING PER SPECIFICATIONS. 2. OPEN AND CLOSE OF GARAGE DOOR AND GATES TO BE OPEN AND CLOSE OF GARAGE DOOR AND GATES TO BE SIMULTANEOUS. WARNING LIGHTS ON BOTH GARAGE DOORS AND SECURITY GATES TO COORDINATE COLORS WITH OPEN AND CLOSE STATES. 3. CONTRACTOR TO COORDINATE ALL WORK ON GARAGE CONTRACTOR TO COORDINATE ALL WORK ON GARAGE DOOR WITH OVERHEAD DOOR. ALL GARAGE D0OR WORK TO BE DONE BY OVERHEAD DOOR. 4. INTERIOR WORK WILL BE PERFORMED DURING NORMAL INTERIOR WORK WILL BE PERFORMED DURING NORMAL WORK HOURS, DEFINED AS MONDAY THROUGH FRIDAY 8:00 AM. TO 5:00 PM. EXTERIOR WORK MAY BE PERFORMED AFTER HOURS. 5. GOVERNMENT SECURITY VENDOR TO PURCHASE AND GOVERNMENT SECURITY VENDOR TO PURCHASE AND INSTALL ALL SECURITY ACCESS EQUIPMENT INCLUDING CARD READERS, CAMERAS, DURESS BUTTONS AND WIRING. CONTRACTOR TO LAY CONDUIT WITH PULL STRINGS IN PREPARATION FOR WIRING AND INSTALLATION OF ACCESS CONTROL EQUIPMENT. COORDINATE INSTALL WITH GOVERNMENT.

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%%UWARNING SIGN A

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%%UWARNING SIGN B

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REVISION #1

UNITED STATES GOVERNMENT

FOR OFFICIAL USE ONLY

SHEET OF

DISCIPLINE

DRAWING NO.

DRAWN BYDATE

PCN NO.

GSA PM

PROJ. DESC.

BLDG NO.

CITY/ST./ZIP

STREET

BLDG NAME

MARK

FLOOR NO.

DATEDESCRIPTION

REVISION

TITLE

GENERAL SERVICES ADMINISTRATION

SHEET DESIGNATOR

SENSITIVE BUT UNCLASSIFIED (SBU) - PROPERTY OF THE UNITED STATES GOVERNMENT. COPYING, DISSEMINATION, OR DISTRIBUTION OF THESE DRAWINGS, PLANS, OR SPECIFICATIONS TO UNAUTHORIZED PERSONS IS PROHIBITED. Do not remove this notice. Properly destroy documents when no longer needed.

SHEET SIZE

SUB A/E

PRIME A/E

CONS. CONTR.

A/E CON. NO.

C O N T R A C T O R S

CONSTR. CON.

A/E TASK NO.

CONS. WORK

CONTRACTOR INFO

GSA SECURITY UPGRADE

750 MISSOURI AVENUE

MELVIN-PRICE FEDERAL BUILDING

DSM

BRETT ETLING

10-10-2018

905 North Capital Avenue, Suite 100 Indianapolis, IN 46204 www.guidondesign.com

IL0301ES

CIVIL

EAST SAINT LOUIS IL 62201

30" X 42"

GS-05-P-17-SC-D-0001

47PF-0018F-0230

GUIDON BCCLT JV LLC

0 105

N

CS102

LOOP DETECTOR LAYOUT PLAN - NEW WORK

LOOP DETECTOR LAYOUT PLAN - NEW WORK

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UE

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GARAGE MECHANICAL ROOM

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8TH STREET

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ASPHALT

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CONCRETE

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FUNCTION: READY SIGNAL TO EXIT CARD READER.

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FUNCTION: OPEN SIGNAL TO GARAGE DOOR AND EXIT GATE.

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FUNCTION: CLOSE SIGNAL TO GARAGE DOOR.

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FUNCTION: CLOSE SIGNAL TO ENTRY BARRIER.

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FUNCTION: READY SIGNAL TO ENTRY CARD READER.

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FUNCTION: CLOSE SIGNAL TO EXIT BARRIER.

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FUNCTION: CLOSE SIGNAL TO GARAGE DOOR.

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EXIT CARD READER.

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GARAGE DOOR

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ENTRY BARRIER

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EXIT BARRIER

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ENTRY CARD READER

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LUKE J LEISING 062-066043

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REVISION #1

UNITED STATES GOVERNMENT

FOR OFFICIAL USE ONLY

SHEET OF

DISCIPLINE

DRAWING NO.

DRAWN BYDATE

PCN NO.

GSA PM

PROJ. DESC.

BLDG NO.

CITY/ST./ZIP

STREET

BLDG NAME

MARK

FLOOR NO.

DATEDESCRIPTION

REVISION

TITLE

GENERAL SERVICES ADMINISTRATION

SHEET DESIGNATOR

SENSITIVE BUT UNCLASSIFIED (SBU) - PROPERTY OF THE UNITED STATES GOVERNMENT. COPYING, DISSEMINATION, OR DISTRIBUTION OF THESE DRAWINGS, PLANS, OR SPECIFICATIONS TO UNAUTHORIZED PERSONS IS PROHIBITED. Do not remove this notice. Properly destroy documents when no longer needed.

SHEET SIZE

SUB A/E

PRIME A/E

CONS. CONTR.

A/E CON. NO.

C O N T R A C T O R S

CONSTR. CON.

A/E TASK NO.

CONS. WORK

CONTRACTOR INFO

GSA SECURITY UPGRADE

750 MISSOURI AVENUE

MELVIN-PRICE FEDERAL BUILDING

DSM

BRETT ETLING

10-10-2018

905 North Capital Avenue, Suite 100 Indianapolis, IN 46204 www.guidondesign.com

IL0301ES

CIVIL

EAST SAINT LOUIS IL 62201

30" X 42"

GS-05-P-17-SC-D-0001

47PF-0018F-0230

GUIDON BCCLT JV LLC

SITE DETAILS

CS501

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LUKE J LEISING 062-066043

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NTS

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%%UCONCRETE CURB AND GUTTER

AutoCAD SHX Text NOTE: 1. EXPANSION JOINT REQUIRED AT 10' EXPANSION JOINT REQUIRED AT 10' INTERVALS. 2. APPLY JOINT SEALER AT CONCRETE APPLY JOINT SEALER AT CONCRETE PAVEMENT INTERFACE. 3. TRANSITION TO RETAINING CURB OVER TRANSITION TO RETAINING CURB OVER DISTANCE OF AT LEAST 3 FEET.

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* REVERSE REVERSE SLOPE GUTTER

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%%UCONCRETE PAVEMENT SECTION

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8" 4000 PSI 28-DAY COMPRESSIVE STRENGTH, AIR ENTRAINED

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6" CRUSHED AGGREGATE BASE

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COMPACTED SUBGRADE PER SPECIFICATIONS

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%%U6" CONCRETE BOLLARD

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AutoCAD SHX Text NOTES 1. STEEL POST TO BE PAINTED TO MATCH POLYETHYLENE COVER COLOR.STEEL POST TO BE PAINTED TO MATCH POLYETHYLENE COVER COLOR.

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4000 PSI 6% AIR ENTRAINED CONCRETE

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%%UCONCRETE SIDEWALK

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LOCATE EXPANSION JOINTS EVERY 6'

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COMPACTED SUBGRADE PER SPECIFICATIONS

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%%UTRAFFIC ARROW

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TYP.

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LOOP WIRE (3 TURNS) 16 GAUGE WIRE

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14" FOAM BACKER ROD

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SEALANT: EPOXY COMPOUND OR HOT BITUMEN MASTIC

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ROAD SEALANT

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45 DEGREE CUT TO PROVIDE STRESS RELIEF

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%%UTRAFFIC LOOP SENSOR - SAW CUT INSTALLATION

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AutoCAD SHX Text NOTES: 1. TYPICAL CONFIGURATION. SEE PLANS FOR TYPICAL CONFIGURATION. SEE PLANS FOR SPECIFIC LAYOUT (VARIES).

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6" NOMINAL STANDARD PIPE POST BARRICADE CONCRETE FILLED

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%%ULANE GUIDANCE BOLLARD

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CAP

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STEEL BOLLARD, YELLOW POWDER COAT

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SPRING LOADED BASE

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GROUND SURFACE

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TOP MOUNTED LED LIGHT

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LOCK

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TAMPER ALARM INSIDE*

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DURESS*

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CARD READER*

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CAMERA*

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INTERCOM*

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POST MOUNTING AREA

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SURFACE

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FRONT

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REAR

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RIGHT SIDE

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%%UACCESS CONTROL STAND INSTALLATION

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AutoCAD SHX Text NOTES *TO BE PROVIDED AND INSTALLED BY GOVERNMENT SECURITY VENDOR. COORDINATE WITH GSA FOR EXACT EQUIPMENT SIZES AND LOCATION. 1. PEDESTAL COMPARTMENT SHALL BE PEDESTAL COMPARTMENT SHALL BE MADE OF STAINLESS STEEL. 2. CONTRACTOR TO DRILL AND MOUNT CONTRACTOR TO DRILL AND MOUNT ALL HOLES FOR DEVICES. 3. CONTRACTOR TO INSTALL CONDUIT CONTRACTOR TO INSTALL CONDUIT CONNECTIONS.

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%%UCONCRETE RETAINING CURB AND GUTTER

AutoCAD SHX Text NOTE: 1. EXPANSION JOINT REQUIRED AT 10' INTERVALS. EXPANSION JOINT REQUIRED AT 10' INTERVALS. 1. APPLY JOINT SEALER AT CONCRETE PAVEMENT APPLY JOINT SEALER AT CONCRETE PAVEMENT INTERFACE.

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* REVERSE REVERSE SLOPE GUTTER

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COMPACTED STONE BASE PER SPECIFICATIONS

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CONDUIT

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#3 REBAR AT 10" SPACING

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#4 REBAR AT 16" SPACING

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3 #4 BARS

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NATIVE SOIL

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SIDEWALK

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RELOCATE IRRIGATION LINE AS NECESSARY

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%%UCONCRETE RETAINING WALL

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CONTROL JOINT & SEALER

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JOINT SEALER

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SEE RETAINING WALL DETAIL

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CONCRETE PAVEMENT

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AutoCAD SHX Text MATERIALS: 1. PERFORATED POSTS SHALL BE SQUARE TUBE FORMED PERFORATED POSTS SHALL BE SQUARE TUBE FORMED FROM 0.105 U.S.S. GAUGE ASTM A-366 COLD ROLLED CARBON STEEL. THE SQUARE TUBES SHALL BE WELDED DIRECTLY IN THE CORNER BY HIGH FREQUENCY RESISTANCE WELDING OR EQUAL. THE POSTS SHALL BE EXTERNALLY SCARFED TO AGREE WITH STD. CORNER RADII OF 5/32" TO 1/64". 2. PERFORATED POSTS SHALL BE GALVANIZED TO CONFORM PERFORATED POSTS SHALL BE GALVANIZED TO CONFORM TO ASTM A-525. COATING DESIGNATION G-90. 3. ALL HARDWARE SHALL CONFORM TO ASTM A-307 CLASS ALL HARDWARE SHALL CONFORM TO ASTM A-307 CLASS A. 4. ALL HARDWARE SHALL BE GALVANIZED TO CONFORM TO ALL HARDWARE SHALL BE GALVANIZED TO CONFORM TO ASTM A-153 OR CADMIUM PLATED TO CONFORM TO ASTM A-165. 5. SIGN POST CONCRETE SHALL BE 2500 PSI MINIMUM.SIGN POST CONCRETE SHALL BE 2500 PSI MINIMUM.

AutoCAD SHX Text NOTES: : 1. FOUNDATION WILL BE CONSTRUCTED WITH 1 3/4"x1 FOUNDATION WILL BE CONSTRUCTED WITH 1 3/4"x1 3/4" STARTER SIGN POST. STARTER SIGN POST SHALL BE REMOVED AFTER CONCRETE HAS SET AND EXPOSED SQUARE TUBING WRAPPED AND SEALED WITH DUCT TAPE. 2. FOUNDATION LOCATED 1' FROM EDGE OF PAVEMENT. FOUNDATION LOCATED 1' FROM EDGE OF PAVEMENT. 3. POST FOUNDATIONS SHALL BE PERPENDICULAR TO THE POST FOUNDATIONS SHALL BE PERPENDICULAR TO THE PAVED SURFACE. 4. BOLT WITH NUT AND LOCK WASHER TO BE 7/16"x3" BOLT WITH NUT AND LOCK WASHER TO BE 7/16"x3" GALVANIZED.

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EXPANSION MATERIAL TYP. IN CONCRETE AREAS.

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FINISH WITH LANDSCAPE MATERIAL.

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FINISHED GRADE

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SIGN POST DETAIL

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POLYETHYLENE BOLLARD COVER LED SOLAR LED LIGHT, COORDINATE COLOR WITH GOVERNMENT

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NOTE: SMOOTH FINISH ALL EXPOSED SURFACES WITH HAND TOOLS.

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GRADE TO DRAIN AROUND WALL

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NTS

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%%UCONCRETE JOINT DETAIL

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18" WIDE SAWED CONTROL JOINT

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12" EXPANSION JOINT FILLER

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12" SEALANT

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EXPANSION JOINT

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CONTROL JOINT

AutoCAD SHX Text NOTE CONSTRUCT EXPANSION JOINTS @ 40' MAX. AND CONTROL JOINTS @ 10' MAX. UNLESS OTHERWISE NOTED.

AutoCAD SHX Text 24"x " DIA. SMOOTH BAR @ 18" C.C. GREASE & 12" DIA. SMOOTH BAR @ 18" C.C. GREASE & DOWEL CAP WITH BAR STOP @ BOTH ENDS

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NTS

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TEMPORARY INLET PROTECTION

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REMOVAL FROM INLET

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1" REBAR FOR BAG

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CONDITIONS

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FRAME FOR TRAFFIC

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OPTIONAL METAL HANGING

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%%UINSTALLATION DETAIL

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%%USACK DETAIL

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OVERFLOW CUTOUT

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DUMP STRAP

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2 EACH DUMP STRAPS

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EXPANSION RESTRAINT (1/4" NYLON ROPE, 2" FLAT WASHERS)

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16 GAUGE TIE-WIRE INSTALL EVERY 2.5 FEET

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WATER SEAL

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DRAIN AND FILTER CORE

AutoCAD SHX Text NOTES 1. SELECT SIZE AND SHAPE AS NECESSARY TO SELECT SIZE AND SHAPE AS NECESSARY TO KEEP SEDIMENT OUT OF STRUCTURES AND TRENCH DRAINS. 2. ANCHOR WITH WIRE, PULL TIGHT AND TWIST, ANCHOR WITH WIRE, PULL TIGHT AND TWIST, REMOVE EXCESS AND BEND WIRE ENDS DOWN. 3. CLEAN AFTER EACH RAIN EVENT. CLEAN AFTER EACH RAIN EVENT. 4. INSPECT EVERY 7 DAYS FOR DETERIATION, INSPECT EVERY 7 DAYS FOR DETERIATION, REPLACE AS NECESSARY.

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TRENCH DRAIN PROTECTION

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3:1 MAX SLOPE

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TOP MOUNTED LED LIGHT

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NTS

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TRAFFIC LOOP SENSOR/CONDUIT - CAST IN PLACE INSTALLATION

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PREFORMED DETECTION LOOP & CONDUIT

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LOOP/CONDUIT SUPPORT, SPACE PER MANUFACTURER'S RECOMMENDATION.

CONCRETE PAVEMENT PER DETAIL 2/CS501

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LUKE J LEISING 062-066043

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CONDUIT

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HINGE/CONTROL

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CONDUIT FOR LOOPS

AutoCAD SHX Text DIMENSIONS ARE IN INCHES UNLESS OTHERWISE NOTED. REBAR NOT SHOWN. INCLUDE A BATTERY BACK-UP SYSTEM FROM THE SAME MANUFACTURER. *NECESSARY IF USING THRU BEAM PHOTO EYE, UNLESS OPTIONAL BATTERY POWERED EYE IS USED. PHOTO EYE TO BE TURNED OFF ON INSTALL.

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REBAR CAGE FOR 48X48X48 FOOTING

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16 VERTICAL #5 REBAR GRADE 60 OR BETTER BENT AS SHOWN

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#5 REBAR BOTH DIRECTIONS (5/8") GRADE 60 OR BETTER

AutoCAD SHX Text DESIGN SHOWN IS FOR A CONCRETE FOOTING 48X48X48 MIN. REBAR TO BE SPACED 2 INCHES FROM TOP OF CONCRETE FOOTING AND 3 INCHES FROM THE BOTTOM . REBAR AND FOOTING ARE IDENTICAL FOR PIVOT AND CATCH SIDES (HINGE AND CATCH POST HAVE DIFFERENT BOLT PATTERNS).

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CATCH

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EARTH GROUND CONDUIT

AutoCAD SHX Text VERTICAL #5 REBAR 20" LENGTH 4 PLACES TACK WELDED TO HOLD UPPER MAT DURING CONCRETE POUR

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CATCH POST RETAINER PLATE

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CATCH POST

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HINGE POST TEMPLATE

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WASHER

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NUT

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HINGE POST

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ANCHOR BOLT

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#5 REBAR MAT BOTH DIRECTIONS (5/8") GRADE 40 OR BETTER

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2X6 CUT 2 FT LONGER THAN CLEAR OPENING WIDTH

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POSTS ARE CENTERED IN CONCRETE FOOTINGS

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2X4'S CUT TO MATCH CLEAR OPENING WIDTH

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LOW VOLTAGE CONTROLS CONDUIT (MUST BE SEPARATE CONDUIT)

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HIGH VOLTAGE CONDUIT

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CONDUIT FOR THRU BEAM PHOTO EYE AND OPTIONAL CATCH POST TRAFFIC LIGHT

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CUT OUT FOR CONDUIT WHEN A TRAFFIC SIGNAL IS MOUNTED ON THE CATCH POST

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SUPPLY & CONTROL CONDUIT CUTOUT

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THRU BEAM PHOTO EYE CONDUIT CUTOUT*

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CENTER POSTS/TEMPLATES IN CONCRETE FOOTINGS

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2X4'S CUT TO MATCH CLEAR OPENING WIDTH

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2X6 CUT 2 FT LONGER THAN CLEAR OPENING WIDTH

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4,000 PSI MIN CONCRETE TYPICAL

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CATCH POST TEMPLATE

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HINGE POST TEMPLATE

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4X VERTICAL #5 REBAR

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RAM-PROOF BARRIER GATE DETAILS - NEW WORK

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NTS

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REBAR CAGE DETAIL

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NTS

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OPEN AND CLOSED STATE DETAIL

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NTS

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WIRING DETAIL

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NTS

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ALIGNMENT DETAIL

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NTS

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ASSEMBLY DETAIL

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FRONT VIEW

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TOP VIEW

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MEASURED TO HEAD OF LOWER ARM BEARING BOLTS

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MEASURE TO GUIDE BEARING

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FRONT VIEW

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TOP VIEW

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HINGE POST RETAINER PLATE

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4'X4'X4' FOUNDATION

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CATCH POST TEMPLATE

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LED LIGHTING, FLASH WHEN MOVING

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TRAFFIC LIGHT, RED AND GREEN

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LED WARNING LIGHT

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JOINT SEALER (TYP.)

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JOINT SEALER (TYP.)

AutoCAD SHX Text DIMENSIONS ARE IN INCHES UNLESS OTHERWISE NOTED. HINGE AND CATCH POST BOLT PATTERNS ARE DIFFERENT, BUT CONCRETE FOOTINGS AND REBAR MATS ARE IDENTICAL IN SIZE. ALLOY STEEL ANCHOR BOLTS, EMBEDDED RETAINER PLATES, NUTS AND WASHERS ARE SUPPLIED BY MANUFACTURER. REBAR CONDUIT AND CONCRETE MUST BE SUPPLIED BY THE INSTALLER. PROVIDE EXPANSION JOINTS ON ALL SIDES OF THE FOUNDATIONS ABUTTING OTHER CONCRETE WORK.

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TRAFFIC LIGHT (RED + GREEN)

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DIRECTION OF TRAVEL

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LED LIGHTING, FLASH WHEN MOVING

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HORN AND STROBE LIGHT COMBO*

AutoCAD SHX Text *HORN AND STROBE COMBO BASIS OF DESIGN: MAXI-SIGNAL PRODUCTS 120 VAC MULTI-TONE HORN WITH TOMAR BRAND MICROSTROBE.

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TRAFFIC LIGHT, RED AND GREEN

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HORN AND STROBE COMBO

*HORN AND STROBE COMBO BASIS OF DESIGN: MAXI-SIGNAL PRODUCTS 120 VAC MULTI-TONE HORN WITH TOMAR BRAND MICROSTROBE.

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CONCRETE

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GRADING LEGEND - NEW WORK

AutoCAD SHX Text EXISTING CONTOURS PROPOSED CONTOURS CONSTRUCTION LIMITS FLOW ARROW MATCH EXISTING GRADE SPOT ELEVATION TOP OF WALL BOTTOM OF WALL TOP OF CURB GUTTER

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IL0301ES

750 EAST MISSOURI AVE.

EAST SAINT LOUIS

GSA SECURITY UPGRADE

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