Lambros Bollard Drawings.pdf

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COVER SHEET

AT THE

THOMAS D. LAMBROS FEDERAL BUILDING

AND US COURTHOUSE

125 MARKET STREET

YOUNGSTOWN, OH 44503

100% CONSTRUCTION DOCUMENTS

MAY 31, 2019

GENERAL SERVICES ADMINISTRATION

PUBLIC BUILDINGS SERVICE CHICAGO, ILLINOIS

GENERAL SERVICES ADMINISTRATION

AECOM

GSA PROJECT MANAGER

LAURA BROWN

216-416-0833

AECOM PROJECT MANAGER

BRENDAN GRADY

216-622-2367

DRAWING INDEX

G000 COVER SHEET

G100 GENERAL NOTES

C000 EXISTING CONDITIONS

C100 DEMOLITION AND REMOVAL

C200 PHASING PLAN

C300 LAYOUT PLAN

C500 SITE DETAILS

C501 SITE DETAILS

SECURITY BOLLARD DESIGN

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General Services

Administration

Public Buildings Service

Great Lakes Region

1300 East 9th Street

Suite 500

Cleveland, OH 44114 www.aecom.com

Security Bollard Design

ROH11127 / N1710182

125 Market Street

MAY 31, 2019

100% CONSTRUCTION DOCUMENTS

XXX

Youngstown, Ohio 44503

OH0215ZZ

Thomas D. Lambros FOB

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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

SENSITIVE BUT UNCLASSIFIED (SBU)

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General Services

Administration

Public Buildings Service

Great Lakes Region

1300 East 9th Street

Suite 500

Cleveland, OH 44114 www.aecom.com

Security Bollard Design

ROH11127 / N1710182

125 Market Street

MAY 31, 2019

100% CONSTRUCTION DOCUMENTS

XXX

Youngstown, Ohio 44503

OH0215ZZ

Thomas D. Lambros FOB

MARK DATE DESCRIPTION

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GENERAL NOTES

8' 16'

1/8"=1'-0"

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AutoCAD SHX Text GENERAL NOTES AND PROJECT REQUIREMENTS PROJECT INTENT: THIS PROJECT WILL INCLUDE THE INSTALLATION OF NEW SECURITY RATED BOLLARDS EXTENDING ALONG FRONT AND MARKET STREETS WITHIN THE EXISTING PUBLIC PLAZA. THE PROJECT WILL REQUIRE SOME MINOR MODIFICATIONS TO THE EXISTING PLAZA AND ITS COMPONENTS TO ACCOMMODATE NEW SECURITY BOLLARDS. THE NEW SECURITY BOLLARDS WILL BE LOCATED ON CITY PROPERTY AND THE CONTRACTOR IS REQUIRED TO COORDINATE WITH THE CITY FOR REQUIRED PERMITS AND APPROVALS. BASIS FOR DESIGN: IN THE PREPARATION OF WORKING DRAWINGS AND SPECIFICATIONS, THE ENGINEER HAS RELIED UPON THE SITE MAPPING SURVEY PROVIDED BY: AECOM 564 WHITE POND DR, AKRON, OH 44320 P. 330.836.9111 P. 330.836.9111 CONTRACT COORDINATION & PHASING: PERFORMANCE OF THIS CONTRACT WILL REQUIRE THE CONTRACTOR TO COORDINATE ALL ACTIVITY WITH THE OWNER AND OWNER'S REPRESENTATIVE. REVIEW OF PROJECT SITE: PRIOR TO BIDDING, THE CONTRACTOR SHALL, BY PERSONAL EXAMINATION, SATISFY HIMSELF/HERSELF AS TO THE LOCATION OF THE PROPOSED WORK AND TO ACQUAINT HIMSELF/HERSELF THOROUGHLY WITH THE EXISTING CONDITIONS AND THE DIFFICULTIES THAT ARE LIKELY TO BE ENCOUNTERED IN THE PERFORMANCE OF THE PROPOSED WORK. CONSTRUCTION SURVEY AND STAKING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING ALL DETAIL SURVEYS NEEDED FOR CONSTRUCTION. CONTRACTOR TO PROVIDE ALL EQUIPMENT AND LABOR TO PERFORM HORIZONTAL CONTROL OF THE WORK DURING CONSTRUCTION. STAKING SHALL BE COMPLETED BY AN OHIO LICENSED SURVEYOR. INSTALL STAKING TO SET UP PROJECT REFERENCE STATIONING AND COORDINATES AS PER PLAN. INSTALL STAKING DEFINING WORK AREAS AS DESIGNATED ON PLAN. WORK AREA STAKING TO BE COLOR CODED OR LABELED FOR THE TYPE OF WORK SPECIFIED. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ALL GRADES, LINES, AND LEVELS AS INDICATED ON THE DRAWINGS AND SPECIFICATIONS, AND HE/SHE SHALL REPORT ANY ERRORS OR INCONSISTENCIES IN THE ABOVE TO ENGINEER BEFORE COMMENCING WORK OR ORDERING ANY MATERIAL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF ALL STAKES AND MARKS AND SHALL REPLACE THEM AT HIS EXPENSE IF THEY ARE DAMAGED, LOST, DISPLACED, OR REMOVED. THE CONTRACTOR SHALL USE COMPETENT PERSONNEL AND SUITABLE EQUIPMENT FOR THE LAYOUT WORK REQUIRED AND SHALL PROVIDE THAT IT IS DONE UNDER THE SUPERVISION OF A REGISTERED SURVEYOR. ALL STAKED ITEMS MUST BE REVIEWED WITH OWNER AND/OR OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. IRON PINS AND MONUMENTS: THE CONTRACTOR SHALL REFERENCE ALL IRON PINS AND MONUMENTS BEFORE EXCAVATING AT OR NEAR THEM. IF ANY IRON PINS OR MONUMENTS ARE DESTROYED OR DAMAGED DURING CONSTRUCTION, NOTIFY THE OWNER IN WRITING. DAMAGED PINS OR MONUMENTS SHALL BE ACCURATELY REPLACED BY A REGISTERED SURVEYOR AT THE COMPLETION OF THE PROJECT. UTILITIES: THE CONTRACTOR IS REQUIRED TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION. WHILE THERE ARE NO ANTICIPATED CONFLICTS WITH ANY OF THE EXISTING ON SITE UTILITIES, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE OWNER IMMEDIATELY IF THERE IS THE POTENTIAL FOR IMPACT TO AN EXISTING UTILITY. ANY ADJUSTMENTS TO EXISTING UTILITIES MUST BE APPROVED BY THE OWNER PRIOR TO ANY MODIFICATION. AT LEAST TWO (2) WORKING DAYS PRIOR TO EXCAVATION, AT LEAST TWO (2) WORKING DAYS PRIOR TO EXCAVATION, THE CONTRACTOR MUST CONTACT OHIO UTILITY PROTECTION SERVICES (O.U.P.S.), 1-800-362-2764. DISTURBANCE TO EXISTING FEATURES: CONSTRUCTION MUST NOT DAMAGE SITE FEATURES WITHIN OR BEYOND THE PROJECT AREA THAT ARE SLATED TO REMAIN. IF DAMAGE OCCURS TO ANY OF THE EXISTING FEATURES THAT ARE TO REMAIN, IT WILL BE SOLELY THE RESPONSIBILITY OF THE CONTRACTOR TO RESTORE THOSE DAMAGED ELEMENTS TO THEIR PRE-CONSTRUCTION CONDITION. THE CONTRACTOR SHALL REMAIN WITHIN THE LIMITS OF DISTURBANCE THROUGHOUT THE PROJECT. IF THE CONTRACTOR DEEMS IT NECESSARY TO GO BEYOND THE LIMITS OF DISTURBANCE, A WRITTEN REQUEST SHALL BE MADE TO THE OWNER PRIOR TO PROCEEDING. PROTECTION OF EXISTING TREES AND VEGETATION: 1. CARE SHOULD BE TAKEN TO ONLY REMOVE THE TREES AND OTHER PLANT MATERIAL CARE SHOULD BE TAKEN TO ONLY REMOVE THE TREES AND OTHER PLANT MATERIAL IDENTIFIED ON THE PLANS. TREES IDENTIFIED FOR REMOVAL SHALL BE FLAGGED AND APPROVED BY OWNER PRIOR TO COMMENCEMENT OF WORK. IF THE CONTRACTOR DEEMS IT NECESSARY TO REMOVE ADDITIONAL MATERIAL BEYOND WHAT IS CALLED FOR IN THE PLANS, HE/SHE SHALL HAVE WRITTEN APPROVAL FROM THE OWNER PRIOR TO REMOVAL. 2. ALL TREES LOCATED OUTSIDE THE LIMITS OF DISTURBANCE SHALL BE PRESERVED. ALL TREES LOCATED OUTSIDE THE LIMITS OF DISTURBANCE SHALL BE PRESERVED. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL TREES TO BE PRESERVED FROM HIS/HER ACTIVITIES. THIS SHALL INCLUDE THE PROTECTION OF TREE ROOTS FROM VEHICULAR AND PEDESTRIAN TRAFFIC AND MATERIAL STOCKPILING. 3. ALL TREES AND SHRUBS SHOWN TO BE RETAINED WITHIN THE LIMITS OF ALL TREES AND SHRUBS SHOWN TO BE RETAINED WITHIN THE LIMITS OF CONSTRUCTION ON THE PLANS, SHALL BE PROTECTED DURING CONSTRUCTION WITH FENCING AS REQUIRED BY FIELD CONDITIONS. SEE: TREE PROTECTION DETAILS AND PROJECT MANUAL SECTION 015639, 3.2 AND 3.3 4. AS REQUIRED BY FIELD CONDITIONS, TREE PROTECTION FENCES SHALL BE INSTALLED AS REQUIRED BY FIELD CONDITIONS, TREE PROTECTION FENCES SHALL BE INSTALLED PRIOR TO THE COMMENCEMENT OF ANY SITE PREPARATION WORK (CLEARING, GRUBBING, OR GRADING) AND SHALL BE MAINTAINED THROUGHOUT ALL PHASES OF THE CONSTRUCTION PROJECT. CONTRACTOR IS RESPONSIBLE FOR REMOVAL ONLY AFTER THE PROJECT IS DEEMED TO BE SUBSTANTIALLY COMPLETE. CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL REMAINING TREES ON SITE FROM CONSTRUCTION STRESS AND DAMAGE UNTIL THE PROJECT IS FULLY COMPLETE. 5. EROSION AND SEDIMENTATION CONTROL BARRIERS SHALL BE INSTALLED AND EROSION AND SEDIMENTATION CONTROL BARRIERS SHALL BE INSTALLED AND MAINTAINED IN A MANNER WHICH DOES NOT RESULT IN SEDIMENT BUILD-UP WITHIN TREE DRIPLINES. 6. FENCES SHALL COMPLETELY SURROUND THE TREE OR CLUSTERS OF TREES, LOCATED FENCES SHALL COMPLETELY SURROUND THE TREE OR CLUSTERS OF TREES, LOCATED AT THE OUTERMOST LIMITS OF THE TREE BRANCHES (DRIPLINE) OR CRITICAL ROOT ZONE (CRZ), WHICHEVER IS GREATER; AND SHALL BE MAINTAINED THROUGHOUT THE CONSTRUCTION PROJECT IN ORDER TO PREVENT THE FOLLOWING: SOIL COMPACTION IN CRZ AREA RESULTING FROM VEHICULAR TRAFFIC OR STORAGE OF EQUIPMENT OR MATERIAL. CRZ DISTURBANCES DUE TO GRADE CHANGES OR TRENCHING, OR WOUNDS TO EXPOSED ROOTS, TRUNK, OR LIMBS BY MECHANICAL EQUIPMENT. 7. ALL GRADING WITHIN CRZ AREAS SHALL BE DONE BY HAND OR WITH SMALL ALL GRADING WITHIN CRZ AREAS SHALL BE DONE BY HAND OR WITH SMALL EQUIPMENT TO MINIMIZE ROOT DAMAGE. PRIOR TO GRADING, RELOCATE PROTECTIVE FENCING (IF REQUIRED) TO 2 FEET BEHIND THE GRADE CHANGE AREA. 8. ANY ROOTS EXPOSED BY CONSTRUCTION ACTIVITY SHALL BE PRUNED FLUSH WITH THE ANY ROOTS EXPOSED BY CONSTRUCTION ACTIVITY SHALL BE PRUNED FLUSH WITH THE SOIL USING SHARP SCISSORS OR HAND PRUNING SHEARS. BACKFILL WITH GOOD QUALITY TOP SOIL WITHIN TWO DAYS. IF EXPOSED ROOT AREAS CANNOT BE BACKFILLED WITHIN 2 DAYS, 4" OF MULCH OR OTHER ORGANIC MATERIAL WHICH REDUCES SOIL TEMPERATURE AND MINIMIZES WATER LOSS DUE TO EVAPORATION SHALL BE PLACED TO COVER THE ROOTS UNTIL BACKFILL CAN OCCUR. 9. NO LANDSCAPE TOPSOIL DRESSING GREATER THAN FOUR (4) INCHES SHALL BE NO LANDSCAPE TOPSOIL DRESSING GREATER THAN FOUR (4) INCHES SHALL BE PERMITTED WITHIN THE DRIPLINE OR CRZ OF TREES, WHICHEVER IS GREATER. NO TOPSOIL IS PERMITTED ON ROOT FLARES OF ANY TREE. 10. PRUNING TO PROVIDE CLEARANCE FOR STRUCTURES, VEHICULAR TRAFFIC, AND PRUNING TO PROVIDE CLEARANCE FOR STRUCTURES, VEHICULAR TRAFFIC, AND CONSTRUCTION EQUIPMENT SHALL TAKE PLACE BEFORE CONSTRUCTION BEGINS. ALL PRUNING MUST BE PERFORMED IN ACCORDANCE WITH THE INTERNATIONAL SOCIETY OF ARBORICULTURE (ISA) PRUNING TECHNIQUES AND UNDER THE SUPERVISION OF AN ISA CERTIFIED ARBORIST. CONSTRUCTION NOISE: ACTIVITIES AND LAND USE ADJACENT TO THE PROJECT SITE MAY BE AFFECTED BY CONSTRUCTION NOISE. IN ORDER TO MINIMIZE ANY ADVERSE CONSTRUCTION NOISE IMPACTS, LIMIT THE USE OF POWER-OPERATED, CONSTRUCTION-TYPE DEVICES BETWEEN THE HOURS SPECIFIED IN LOCAL CODIFIED ORDINANCE REQUIREMENT, IN ADDITION, DO NOT OPERATE AT ANY TIME ANY DEVICE IN SUCH A MANNER THAT THE NOISE CREATED SUBSTANTIALLY EXCEEDS THE NOISE CUSTOMARILY AND NECESSARILY ATTENDANT TO THE REASONABLE AND EFFICIENT PERFORMANCE OF SUCH EQUIPMENT. WORKING HOURS: WORKING HOURS SHOULD BE IN ACCORDANCE WITH THOSE SPECIFIED LOCAL CODIFIED ORDINANCES. IF NO WORK HOURS ARE INDICATED THE ALLOWABLE WORK HOURS WILL BE BETWEEN 7AM AND 5PM, MONDAY THRU FRIDAY. NO WORK SHALL BE PERFORMED ON SATURDAY OR SUNDAY WITHOUT PRIOR WRITTEN APPROVAL. IF THE CONTRACTOR NEEDS TO WORK ON A WEEKEND OR A HOLIDAY, HE/SHE SHALL SUBMIT HIS/HER REQUEST STATING THE REASONS FOR WORKING THOSE DAYS TO THE OWNER. ACCESS ROAD MAINTENANCE: THE CONTRACTOR IS REQUIRED TO MAINTAIN ALL ACCESS ROADWAYS LEADING TO AND FROM THE CONSTRUCTION SITE. IT IS REQUIRED THAT THE CONTRACTOR ENSURE THAT THE ROADWAYS ARE KEPT FREE OF MUD, DUST, AND DEBRIS THROUGHOUT CONSTRUCTION. AS NECESSARY, THE CONTRACTOR SHALL SWEEP THE ROADWAY TO REMOVE MUD, DIRT AND DEBRIS. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR ANY ROADWAY DAMAGE BEYOND THE TYPICAL WEAR AND TEAR AT THE COMPLETION OF CONSTRUCTION. IF IT IS THE CASE THAT SIGNIFICANT ROADWAY DAMAGE OCCURS TO THE DEGREE WHERE NORMAL TRAFFIC FLOW IS IMPACTED, IMMEDIATE REPAIRS TO RESTORE TRAFFIC FLOW SHALL BE PERFORMED. ALL REPAIRS TO THE ROADWAY SHALL BE PROPERLY PERMITTED AND AGREED TO BY THE APPROPRIATE GOVERNING AGENCY. CONSTRUCTION STOCKPILING AND STAGING AREA: : THE CONSTRUCTION STOCKPILING AND STAGING SHALL BE ESTABLISHED AND AGREED UPON PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES. MODIFICATIONS: ANY MODIFICATIONS OR CHANGES TO THE WORK TO WHAT IS INDICATED ON THE DRAWINGS, MUST HAVE PRIOR WRITTEN APPROVAL BY THE OWNER. NON-RUBBER TIRE VEHICLES: NO NON-RUBBER TIRE VEHICLES SHALL BE USED ON PAVED PARKING LOT OR DRIVES ADJACENT TO THE PROJECT AREA. EXCEPTIONS MAY BE GRANTED BY THE OWNER WHERE SHORT DISTANCES AND SPECIAL CIRCUMSTANCES ARE INVOLVED. GRANTING OF EXCEPTIONS MUST BE IN WRITING AND ANY RESULTING DAMAGE MUST BE REPAIRED TO THE SATISFACTION OF OWNER OF THE FACILITY. THE CONTRACTOR SHALL USE EXTREME CARE WHEN OPERATING NON-RUBBER TIRE VEHICLES ON STREETS, DRIVEWAYS, OR OPERATING NON-RUBBER TIRE VEHICLES ON STREETS, DRIVEWAYS, OR SIDEWALKS TO AVOID MARKING OR DAMAGING THE PAVEMENTS. PROTECTION OF THE PAVEMENT FROM DAMAGE RESULTING FROM THE TRACKS OF NON-RUBBER TIRE VEHICLES UTILIZED IN CONSTRUCTION ACTIVITY SHALL BE REQUIRED. METAL PLATES, RUBBER MATS, OR OTHER MEANS AS APPROVED BY THE RESPECTIVE OWNERS SHALL BE USED TO PROTECT THE PAVEMENT. THE COST OF THIS WORK SHALL BE INCLUDED IN THE UNIT PRICE BID FOR THE VARIOUS ITEMS OF THE CONTRACT. PERMITS AND REGULATIONS: THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL LOCAL PERMITS PRIOR TO COMMENCING CONSTRUCTION. ALL WORK MUST COMPLY WITH APPLICABLE FEDERAL, ALL WORK MUST COMPLY WITH APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS IN ALL RESPECTS, INCLUDING COMPLIANCE WITH THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (O.S.H.A.) REGULATIONS. FURTHERMORE, THE CONTRACTOR SHALL ACT IN ACCORDANCE WITH ALL REGULATIONS REGARDING THE WORK IN PROXIMITY TO THE STREAMS AND WETLANDS, INCLUDING, BUT NOT LIMITED TO PREVENTING ANY DISCHARGE OF CHEMICALS OR PLACEMENT OF FILL IN THE STREAM AND WETLAND AREAS. PROPERTY RESTORATION: : THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION AND RESTORATION OF ALL PRIVATE AND PUBLIC PROPERTY IMPACTED BY THE CONTRACTOR'S OPERATIONS TO A CONDITION AS GOOD OR BETTER THEN IT WAS INITIALLY FOUND. THE ACCEPTANCE OF THIS WORK WILL BE APPROVED BY THE PROPERTY OWNER. WORK LIMITS: : THE CONTRACTOR SHALL CONFINE ALL HIS/HER ACTIVITIES TO THE PROJECT SITES UNDER DEVELOPMENT OR THE EXISTING RIGHT-OF-WAYS, CONSTRUCTION, AND/OR PERMANENT EASEMENTS. THE CONTRACTOR SHALL NOT TRESPASS UPON OTHER PRIVATE PROPERTY WITHOUT THE WRITTEN CONSENT OF THE OWNER. SAFETY: THE CONTRACTOR SHALL SOLELY BE RESPONSIBLE FOR COMPLYING WITH ALL FEDERAL, STATE, AND LOCAL SAFETY REQUIREMENTS, TOGETHER WITH EXERCISING PRECAUTIONS AT ALL TIMES FOR THE PROTECTION OF PERSONS INCLUDING EMPLOYEES AND PROPERTY. IT IS ALSO THE CONTRACTOR'S RESPONSIBILITY TO INITIATE, MAINTAIN, AND SUPERVISE ALL SAFETY REQUIREMENTS, PRECAUTIONS, AND PROGRAMS IN CONNECTION WITH THE WORK. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR SECURING THE PROJECT SITE FROM THE GENERAL PUBLIC BOTH DURING AND AFTER HIS/HER WORKING HOURS. THE CONTRACTOR SHALL PROVIDE, ERECT, AND MAINTAIN ALL LIGHTS, SIGNS, FENCES, OR ANY OTHER SAFETY DEVICE TO PREVENT UNAUTHORIZED PERSONNEL FROM HAZARDOUS OR DANGEROUS CONDITIONS ON THE PROJECT SITE. THE COST OF SUCH WORK SHALL BE INCLUDED IN THE VARIOUS ITEMS BID FOR FURNISHING AND INSTALLING MATERIALS ON THIS PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING SIGNAGE OR OTHER NECESSARY MEANS TO CLEARLY NOTIFY RESIDENTS OF SIDEWALK CLOSURES DURING THE PROJECT. EROSION CONTROL: IT IS THE RESPONSIBILITY OF THE PRIME CONTRACTOR AND INCLUSIVE TO THE OVERALL PROJECT BID TO PROVIDE ALL EROSION AND SEDIMENT CONTROL DEVICES TO ENSURE THAT NO TURBID DISCHARGE IS RELEASED FROM THE SITE. THE CONTRACTOR SHALL ALSO BE FULLY RESPONSIBLE FOR ALL COMPLIANCE ACTIVITIES FOR ALL AREAS OUTSIDE OF THE DESIGNED CONSTRUCTION SITE. THESE AREAS INCLUDE LOCATIONS WHERE SOILS ARE STOCKPILED, EXCAVATED FOR THE PURPOSE OF FILL, OR DISPOSED OF AS FILL OUTSIDE OF THE WORK LIMITS. CONSTRUCTION SCHEDULE: UPON AWARD OF CONTRACT, THE CONTRACTOR SHALL DEVELOP A DETAILED SCHEDULE FOR THE WORK TO IDENTIFY THE START AND END DATES FOR EACH TASK. WORK CANNOT COMMENCE UNTIL THE OWNER HAS GIVEN AN APPROVAL OF THE SCHEDULE. PRE-CONSTRUCTION MEETING: A PRE-CONSTRUCTION MEETING WITH THE CONTRACTOR AND OWNER'S REPRESENTATIVES WILL OCCUR PRIOR TO CONSTRUCTION ACTIVITY TO WALK THE SITE AND REVIEW THE DRAWINGS. BEGINNING CONSTRUCTION: THE CONTRACTOR WILL NOTIFY THE OWNER SEVENTY-TWO (72) HOURS PRIOR TO BEGINNING ACTUAL CONSTRUCTION. CONSTRUCTION SHALL COMMENCE IMMEDIATELY UPON AUTHORIZATION TO PROCEED. SUBSTANTIAL COMPLETION: SUBSTANTIAL COMPLETION IS DEFINED AS THE PROJECT BEING USABLE AND SAFE TO ITS OCCUPANTS. QUALITY OF CONSTRUCTION: ANY DEFECTS IN THE CONSTRUCTION, INCLUDING MATERIALS OR WORKMANSHIP, SHALL BE REPLACED OR CORRECTED BY REMOVAL AND REPLACEMENT OR OTHER APPROVED METHODS PRIOR TO ACCEPTANCE BY THE OWNER WITHOUT ANY EXTRA COST TO THE OWNER. CONSTRUCTION DOCUMENTS: THE CONTRACTOR SHALL MAINTAIN A CURRENT SET OF CONSTRUCTION DRAWINGS AND SPECIFICATIONS ON SITE.

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General Services

Administration

Public Buildings Service

Great Lakes Region

1300 East 9th Street

Suite 500

Cleveland, OH 44114 www.aecom.com

Security Bollard Design

ROH11127 / N1710182

125 Market Street

MAY 31, 2019

100% CONSTRUCTION DOCUMENTS

XXX

Youngstown, Ohio 44503

OH0215ZZ

Thomas D. Lambros FOB

MARK DATE DESCRIPTION

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EXISTING CONDITIONS

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MARKET STREET

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EAST BOARDMAN STREET

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EAST FRONT STREET

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FEDERAL BUILDING & US COURTHOUSE

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LEGAL ARTS BUILDING

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OHIO ONE BUILDING

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LOADING DOCK

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MARKET STREET

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AutoCAD SHX Text 859.82

AutoCAD SHX Text T.C. 859.73

AutoCAD SHX Text 859.65

AutoCAD SHX Text 859.22

AutoCAD SHX Text 857.28

AutoCAD SHX Text 859.86

AutoCAD SHX Text 859.85

AutoCAD SHX Text 859.27

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BW 858.00

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BW 858.24

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FFE 859.86

AutoCAD SHX Text 859.75

AutoCAD SHX Text 859.35

AutoCAD SHX Text 859.47

AutoCAD SHX Text 858.21

AutoCAD SHX Text

BW 858.10

AutoCAD SHX Text

BW 858.06

AutoCAD SHX Text 859.07

AutoCAD SHX Text 858.99

AutoCAD SHX Text 859.14

AutoCAD SHX Text 859.32

AutoCAD SHX Text 859.36

AutoCAD SHX Text 859.73

AutoCAD SHX Text 859.97

AutoCAD SHX Text 859.04

AutoCAD SHX Text 859.72

AutoCAD SHX Text 859.86

AutoCAD SHX Text 859.40

AutoCAD SHX Text 859.31

AutoCAD SHX Text 859.52

AutoCAD SHX Text 859.74

AutoCAD SHX Text 858.79

AutoCAD SHX Text 858.56

AutoCAD SHX Text 859.06

AutoCAD SHX Text 858.82

AutoCAD SHX Text 858.49

AutoCAD SHX Text 859.35

AutoCAD SHX Text 859.22

AutoCAD SHX Text 859.00

AutoCAD SHX Text T.C. 859.63

AutoCAD SHX Text 859.43

AutoCAD SHX Text 859.20

AutoCAD SHX Text 859.37

AutoCAD SHX Text 859.20

AutoCAD SHX Text 859.63

AutoCAD SHX Text 859.69

AutoCAD SHX Text 859.97

AutoCAD SHX Text 859.10

AutoCAD SHX Text 859.42

AutoCAD SHX Text 859.23

AutoCAD SHX Text 859.95

AutoCAD SHX Text 859.44

AutoCAD SHX Text 859.10

AutoCAD SHX Text 858.81

AutoCAD SHX Text 858.93

AutoCAD SHX Text 859.11

AutoCAD SHX Text T.C. 857.58

AutoCAD SHX Text 857.45

AutoCAD SHX Text 857.78

AutoCAD SHX Text 857.73

AutoCAD SHX Text 857.56

AutoCAD SHX Text 857.50

AutoCAD SHX Text 857.26

AutoCAD SHX Text 859.45

AutoCAD SHX Text 859.52

AutoCAD SHX Text

BW 858.21

AutoCAD SHX Text 857.16

AutoCAD SHX Text 857.04

AutoCAD SHX Text 857.34

AutoCAD SHX Text 858.57

AutoCAD SHX Text 858.47

AutoCAD SHX Text 857.67

AutoCAD SHX Text 857.91

AutoCAD SHX Text 858.16

AutoCAD SHX Text 859.26

AutoCAD SHX Text 859.21

AutoCAD SHX Text 859.17

AutoCAD SHX Text 859.12

AutoCAD SHX Text 859.69

AutoCAD SHX Text 859.63

AutoCAD SHX Text 859.55

AutoCAD SHX Text 859.53

AutoCAD SHX Text 859.66

AutoCAD SHX Text 859.88

AutoCAD SHX Text

FFE 859.91

AutoCAD SHX Text 857.86

AutoCAD SHX Text

BW 857.42

AutoCAD SHX Text

BW 858.22

AutoCAD SHX Text 859.82

AutoCAD SHX Text 859.65

AutoCAD SHX Text 859.22

AutoCAD SHX Text 857.28

AutoCAD SHX Text 859.86

AutoCAD SHX Text 859.85

AutoCAD SHX Text 859.27

AutoCAD SHX Text

BW 858.00

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BW 858.24

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FFE 859.86

AutoCAD SHX Text 859.75

AutoCAD SHX Text

EXISTING 48" GATE

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EX. CATCH BASIN

AutoCAD SHX Text

EXISTING LIGHT BOLLARD, TYP.

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EXISTING CURB RAMP

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EXISTING FLUSH CURB

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EXISTING SIGN AND SIGN FOUNDATION

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EXISTING UTILITY VAULT COVER

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EXISTING MASONRY COLUMN, TYP.

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CONTROL POINTS

AutoCAD SHX Text Point #

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AutoCAD SHX Text

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AutoCAD SHX Text

AutoCAD SHX Text Northing

AutoCAD SHX Text 526749.986

AutoCAD SHX Text 526547.496

AutoCAD SHX Text 527035.653

AutoCAD SHX Text 527115.240

AutoCAD SHX Text 527172.072

AutoCAD SHX Text 527217.013

AutoCAD SHX Text 527193.036

AutoCAD SHX Text Easting

AutoCAD SHX Text 2478485.963

AutoCAD SHX Text 2478875.098

AutoCAD SHX Text 2478231.503

AutoCAD SHX Text 2478617.467

AutoCAD SHX Text 2478511.677

AutoCAD SHX Text 2478550.368

AutoCAD SHX Text 2478308.582

AutoCAD SHX Text Elevation

AutoCAD SHX Text 858.833

AutoCAD SHX Text 851.897

AutoCAD SHX Text 858.142

AutoCAD SHX Text 859.616

AutoCAD SHX Text 858.351

AutoCAD SHX Text 858.702

AutoCAD SHX Text 857.071

AutoCAD SHX Text Raw Description

AutoCAD SHX Text

CNPT

AutoCAD SHX Text

CNPT

AutoCAD SHX Text

CNPT

AutoCAD SHX Text

CNPT

AutoCAD SHX Text

CNPT

AutoCAD SHX Text

BM

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BM

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LEGEND

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ELECTRIC UTILITY

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GAS UTILITY

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WATER UTILITY

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SOIL BORING LOCATION

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CONTROL POINT

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LANDSCAPE BED

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PROPERTY LINE

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PROJECT LIMIT LINE

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BENCH

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TREE GRATE

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TREE

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PAVER-LIGHT GREY

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PAVER-DARK GREY

AutoCAD SHX Text

TOP OF CURB

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EXISTING SPOT ELEVATION

AutoCAD SHX Text

BOTTOM OF WALL

AutoCAD SHX Text

FINISHED FLOOR ELEVATION

AutoCAD SHX Text T.C.

AutoCAD SHX Text 000.00

AutoCAD SHX Text B.W.

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FFE

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STREET LIGHT

CATCH BASIN

20'10'

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Public Buildings Service

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1300 East 9th Street

Suite 500

Cleveland, OH 44114 www.aecom.com

Security Bollard Design

ROH11127 / N1710182

125 Market Street

MAY 31, 2019

100% CONSTRUCTION DOCUMENTS

XXX

Youngstown, Ohio 44503

OH0215ZZ

Thomas D. Lambros FOB

MARK DATE DESCRIPTION

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DEMOLITION AND REMOVAL

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C100

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MARKET STREET

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EAST BOARDMAN STREET

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EAST FRONT STREET

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FEDERAL BUILDING & US COURTHOUSE

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LEGAL ARTS BUILDING

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OHIO ONE BUILDING

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LOADING DOCK

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PROTECT EXISTING UTILITIES

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PROPERTY LINE

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PROTECT EXISTING UTILITIES

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EXISTING TREE TO BE REMOVED, TYP.

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PROTECT EXISTING UTILITIES

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PROJECT LIMIT LINE

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EXISTING LIGHT POLE TO REMAIN, TYP.

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EXISTING FIRE HYDRANT TO REMAIN, TYP.

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REMOVE ONLY FULL PAVERS. DO NOT CUT.

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TREE TO REMAIN

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EXISTING TREE AND TREE GRATE TO BE REMOVED, TYP.

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EXISTING FENCE TO BE REMOVED

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EXISTING PARKING BLOCKS TO BE REMOVED

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EXISTING CURB RAMP TO BE PROTECTED IN PLACE

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EXISTING LIGHT BOLLARDS TO REMAIN

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TREE PROTECTION FENCE

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EXISTING LIGHT BOLLARDS TO BE REMOVED, TYP.

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TREE PROTECTION FENCE

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EXISTING CURB TO REMAIN

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EXISTING CURB TO REMAIN

AutoCAD SHX Text

AutoCAD SHX Text C501

AutoCAD SHX Text

AutoCAD SHX Text C501

AutoCAD SHX Text SALVAGE AND REMOVE EXISTING CITY OF YOUNGSTOWN WAYFINDING SIGN. DEMOLISH EXISTING CONCRETE FOUNDATION

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KEEP EXISTING VAULT COVER

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TREE PROTECTION FENCE

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AutoCAD SHX Text C501

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LEGEND

AutoCAD SHX Text DEMOLITION AND REMOVAL NOTES: 1. DEMOLITION AND REMOVAL TO INCLUDE REMOVAL OF A PORTION OF LANDSCAPE BED, DEMOLITION AND REMOVAL TO INCLUDE REMOVAL OF A PORTION OF LANDSCAPE BED, REMOVAL OF BOLLARDS ALONG EAST FRONT STREET AND MARKET STREET, AND THE REMOVAL OF PAVERS TO INSTALL NEW BOLLARDS. ALL REMOVED PAVERS SHALL BE SALVAGED AND REPLACED IN THE EXISTING LAYOUT. SALVAGED PAVERS SHOULD BE STORED IN A SECURE LOCATION OFF-SITE UNLESS OTHERWISE DIRECTED/AGREED TO BY GSA. PAVERS SHALL BE REMOVED IN FULL WIDTH OF THE PAVER WITH PAVERS KEPT AS WHOLE PIECES. 2. PAVEMENT REMOVAL AND EXCAVATION WIDTH SHOULD BE MINIMIZED TO THE EXTENT PAVEMENT REMOVAL AND EXCAVATION WIDTH SHOULD BE MINIMIZED TO THE EXTENT POSSIBLE. 3. DOCUMENT AND DIMENSION EXISTING PAVING PATTERN AND TREE GRATES PRIOR TO DOCUMENT AND DIMENSION EXISTING PAVING PATTERN AND TREE GRATES PRIOR TO DEMOLITION.

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AREA TO BE REMOVED

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ITEM TO BE REMOVED

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LANDSCAPE BED

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PROPERTY LINE

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PROJECT LIMIT LINE

TREE PROTECTION FENCE

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Suite 500

Cleveland, OH 44114 www.aecom.com

Security Bollard Design

ROH11127 / N1710182

125 Market Street

MAY 31, 2019

100% CONSTRUCTION DOCUMENTS

XXX

Youngstown, Ohio 44503

OH0215ZZ

Thomas D. Lambros FOB

MARK DATE DESCRIPTION

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PHASING PLAN

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C200

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MARKET STREET

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EAST BOARDMAN STREET

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EAST FRONT STREET

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FEDERAL BUILDING & US COURTHOUSE

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LEGAL ARTS BUILDING

AutoCAD SHX Text

OHIO ONE BUILDING

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LOADING DOCK

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PHASE 1

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PHASE 2

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PHASE 1

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CONSTRUCTION FENCE

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PHASE 2

AutoCAD SHX Text CONTRACTOR TO MAINTAIN ABAAS ACCESS TO EAST FRONT STREET ENTRANCE DURING ALL PHASES OF CONSTRUCTION

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PHASE 1 ENTRANCE PATH

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PHASE 1 ENTRANCE PATH

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PHASE 2 ENTRANCE PATH

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PHASE 2 ENTRANCE PATH

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TREE PROTECTION FENCE

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TREE PROTECTION FENCE

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AutoCAD SHX Text C501

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TREE PROTECTION FENCE

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AutoCAD SHX Text C501

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LEGEND

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PROPERTY LINE

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PROJECT LIMIT LINE

AutoCAD SHX Text PHASING PLAN NOTES: 1. CONTRACTOR IS REQUIRED TO MAINTAIN ABAAS (ARCHITECTURAL CONTRACTOR IS REQUIRED TO MAINTAIN ABAAS (ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARD) BUILDING ACCESS THROUGHOUT ALL PHASES OF CONSTRUCTION. 2. AREAS OF CONSTRUCTION THAT ARE ADJACENT TO MAINTAINED AREAS OF CONSTRUCTION THAT ARE ADJACENT TO MAINTAINED ACCESS WAYS MUST BE PROPERLY SECURED FOR THE PUBLIC'S SAFETY. 3. PHASE 2 TO BEGIN AFTER SUBSTANTIAL COMPLETION OF PHASE 1. PHASE 2 TO BEGIN AFTER SUBSTANTIAL COMPLETION OF PHASE 1. 4. CONTRACTOR SHALL PROVIDE TEMPORARY SIGNAGE TO DIRECT CONTRACTOR SHALL PROVIDE TEMPORARY SIGNAGE TO DIRECT PEDESTRIANS TO ACCESSIBLE COURTHOUSE ENTRANCE DURING ALL PHASES OF CONSTRUCTION.

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LANDSCAPE BED

AutoCAD SHX Text

CONCRETE SIDEWALK

AutoCAD SHX Text

PHASING LIMITS

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PHASE 1

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PHASE 2

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CONSTRUCTION FENCE

TREE PROTECTION FENCE

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Great Lakes Region

1300 East 9th Street

Suite 500

Cleveland, OH 44114 www.aecom.com

Security Bollard Design

ROH11127 / N1710182

125 Market Street

MAY 31, 2019

100% CONSTRUCTION DOCUMENTS

XXX

Youngstown, Ohio 44503

OH0215ZZ

Thomas D. Lambros FOB

MARK DATE DESCRIPTION

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LAYOUT PLAN

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C300

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MARKET STREET

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EAST BOARDMAN STREET

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EAST FRONT STREET

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FEDERAL BUILDING & US COURTHOUSE

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LEGAL ARTS BUILDING

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OHIO ONE BUILDING

AutoCAD SHX Text

LOADING DOCK

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EJ

AutoCAD SHX Text

EJ

AutoCAD SHX Text 859.96

AutoCAD SHX Text

EX. T.C. 859.82

AutoCAD SHX Text

EX. T.C. 859.85

AutoCAD SHX Text

EX. T.C. 859.52

AutoCAD SHX Text 859.97

AutoCAD SHX Text 859.66

AutoCAD SHX Text

EX. 859.04

AutoCAD SHX Text

EX. 859.36

AutoCAD SHX Text

EX. 859.27

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EX. 859.22

AutoCAD SHX Text

EX. 859.32

AutoCAD SHX Text

EX. 859.35

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EX. 859.14

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EX. 859.26

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EJ

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AutoCAD SHX Text C501

AutoCAD SHX Text

AutoCAD SHX Text C501

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EJ

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AutoCAD SHX Text C500

AutoCAD SHX Text

AutoCAD SHX Text C500

AutoCAD SHX Text

AutoCAD SHX Text C500

AutoCAD SHX Text

AutoCAD SHX Text C500

AutoCAD SHX Text

AutoCAD SHX Text C501

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AutoCAD SHX Text C501

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AutoCAD SHX Text C501

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BOLLARD, 4' O.C. MAX., TYP., SEE NOTES

AutoCAD SHX Text

BOLLARD, 4'-0" O.C., TYP., SEE NOTES

AutoCAD SHX Text

BOLLARD FOUNDATION

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SALVAGED PAVERS TO BE REPLACED TO MATCH EXISTING PATTERN

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NEW CONCRETE SIDEWALK

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NEW 10' MAINTENANCE ACCESS GATE

AutoCAD SHX Text

SALVAGED PAVERS TO BE REPLACED TO MATCH EXISTING PATTERN

AutoCAD SHX Text NEW TYPE B PAVERS TO BE INSTALLED AT FORMER TREE GRATE LOCATIONS TO MATCH EXISTING PATTERN

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MATCH EXISTING GRADE ALONG PAVERS

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MATCH EXISTING GRADE ALONG REMAINING SIDEWALK

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EXISTING CURB

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AutoCAD SHX Text C500

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AutoCAD SHX Text C501

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NEW GATE POST

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NEW GATE POST

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INSTALL BOLLARDS TO FOLLOW SITE SLOPE. RISE IS APPROX. 8" IN 210'

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INSTALL BOLLARDS TO FOLLOW SITE SLOPE. RISE IS APPROX. 11" IN 180'

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<2% SLOPE

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<2% SLOPE

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REINSTALL SALVAGED CITY OF YOUNGSTOWN WAYFINDING SIGN SEE NOTES.

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EXISTING FENCE TO REMAIN

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EXISTING MASONRY COLUMN TO REMAIN, TYP.

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LEGEND

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PROPERTY LINE

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PROJECT LIMIT LINE

AutoCAD SHX Text LAYOUT PLAN NOTES: 1. ALL PAVERS REMOVED FOR THE INSTALLATION OF THE NEW BOLLARDS ALL PAVERS REMOVED FOR THE INSTALLATION OF THE NEW BOLLARDS SHALL BE SALVAGED AND REPLACED TO MATCH THE EXISTING PATTERN. PAVERS SHOULD BE CAREFULLY REMOVED AND STORED IN A SECURE, DRY LOCATION FOR REUSE. STORAGE OF MATERIALS WILL BE OFF-SITE UNLESS OTHERWISE DIRECTED/AGREED TO BY GSA. 2. NEW PAVERS SHALL BE USED IN AREAS WHERE TREES AND TREE NEW PAVERS SHALL BE USED IN AREAS WHERE TREES AND TREE GRATES WILL BE REMOVED. 3. BOLLARDS SHOULD BE SPACED AT 4' CENTER TO CENTER WITH A BOLLARDS SHOULD BE SPACED AT 4' CENTER TO CENTER WITH A MINIMUM 36" CLEAR FACE TO FACE. 4. LOCATE SALVAGED CITY OF YOUNGSTOWN WAYFINDING SIGN AS CLOSE LOCATE SALVAGED CITY OF YOUNGSTOWN WAYFINDING SIGN AS CLOSE TO EXISTING LOCATION AS POSSIBLE. ALIGN CENTER OF SIGN POST WITH CENTERLINE OF BOLLARDS. LOCATE AT MIDPOINT BETWEEN 2 BOLLARDS. SEE SHEET C502 FOR SALVAGED SIGN INSTALLATION DETAIL.

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EXISTING LANDSCAPE BED

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PROPOSED CONCRETE SIDEWALK

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BOLLARD

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EXPANSION JOINT

CONTRACTION JOINT

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Suite 500

Cleveland, OH 44114 www.aecom.com

Security Bollard Design

ROH11127 / N1710182

125 Market Street

MAY 31, 2019

100% CONSTRUCTION DOCUMENTS

XXX

Youngstown, Ohio 44503

OH0215ZZ

Thomas D. Lambros FOB

MARK DATE DESCRIPTION

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SCALE: 3/4" = 1'-0"

BOLLARD DETAIL

C500

SCALE: NTS

CONCRETE SIDEWALK

SCALE: NTS

MAINTENANCE ACCESS GATE

SCALE: NTS

BOLLARD COVER DETAILS

SCALE: NTS

REINSTALLATION OF EXISTING WAYFINDING SIGN

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CONCRETE FILL EACH BOLLARD

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FRONT VIEW

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UNIT PAVERS, SEE PLANS AND DETAILS FOR TYPE AND LOCATION

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AutoCAD SHX Text C500

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STAINLESS STEEL COVER OVER STEEL PIPE SEE DETAIL 4/C500 FOR COVER DETAILS

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COMPACTED ENGINEERED FILL AS REQUIRED BY MANUFACTURER

AutoCAD SHX Text BOLLARD NOTES: 1. REBAR CONFIGURATION TO BE USED WHERE NO OBSTRUCTIONS EXIST BETWEEN REBAR CONFIGURATION TO BE USED WHERE NO OBSTRUCTIONS EXIST BETWEEN BOLLARDS. 2. ALL CONCRETE AND REBAR WORK SHALL BE IN ACCORDANCE WITH ACI 318 AND ALL CONCRETE AND REBAR WORK SHALL BE IN ACCORDANCE WITH ACI 318 AND ALL APPLICABLE CODES AND STANDARDS ENFORCED BY THE LOCAL BUILDING AUTHORITY. 3. CONCRETE TO BE 4,000 PSI @ 28 DAY IN ACCORDANCE WITH ASTM C31, C39, AND CONCRETE TO BE 4,000 PSI @ 28 DAY IN ACCORDANCE WITH ASTM C31, C39, AND C470. 4. STAGGERED, CLASS-A TENSION SPLICES SHALL BE ALLOWED FOR SPLICING OF STAGGERED, CLASS-A TENSION SPLICES SHALL BE ALLOWED FOR SPLICING OF HORIZONTAL BARS. 5. CROSSTIE: THE #5 CROSSTIE HAS 90 & 180 BENDS AND SHALL BE PLACED WITH CROSSTIE: THE #5 CROSSTIE HAS 90° & 180° BENDS AND SHALL BE PLACED WITHTHE 90° BEND TOWARDS THE ATTACK SIDE OF THE FOOTING. PROVIDE 7 PAIRS OFCROSSTIES COMBINED WITH THE FIRST STIRRUP EACH SIDE OF EACH BOLLARD..

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STIRRUP-ITEM #3

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REBAR-ITEM #1

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REBAR-ITEM #2

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CROSSTIE-ITEM #4

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ITEM NO.

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QTY.

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DESCRIPTION

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MATERIAL

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REBAR, #10 X 228" LG

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ASTM A615 GR 60

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REBAR, #8 X 228"LG

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ASTM A615 GR 60

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REBAR, #5 X 125" LG

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ASTM A615 GR 60

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REBAR, #5 X 33" LG

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ASTM A615 GR 60

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TOP VIEW

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4000 PSI CONCRETE SLAB

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COMPACTED AGGREGATE BASE ODOT 304

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COMPACTED SUBGRADE

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ADJACENT ROADWAY

AutoCAD SHX Text CONCRETE SIDEWALK NOTES: 1. CROSS SLOPES FOR WALKS = " PER FOOT. CROSS SLOPES FOR WALKS = " PER FOOT. 14" PER FOOT. 2. PROVIDE EXPANSION JOINTS AT 30' O.C. MAX AS SHOWN ON PROVIDE EXPANSION JOINTS AT 30' O.C. MAX AS SHOWN ON PLANS AND AT ALL PAVEMENT INTERSECTIONS. 3. PROVIDE EXPANSION JOINTS WHERE CONCRETE SIDEWALKS ABUT PROVIDE EXPANSION JOINTS WHERE CONCRETE SIDEWALKS ABUT ANY VERTICAL ELEMENTS. 4. CONCRETE FINISHING TO MATCH EXISTING. CONCRETE FINISHING TO MATCH EXISTING. 5. PROVIDE CONTRACTION JOINTS AS SHOWN ON PLANS.PROVIDE CONTRACTION JOINTS AS SHOWN ON PLANS.

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EXPANSION JOINT

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CONTRACTION JOINT

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T=SLAB THICKNESS

AutoCAD SHX Text PREMOLDED EXPANSION JOINT MATERIAL W/ JOINT SEALING MATERIAL. (COLOR TO MATCH CONCRETE SURFACE) W/BACKER ROD 30' ON CENTER MAX.

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18" SAWN OR TOOLED JOINT 6' ON CENTER MAX.

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EXISTING ADJACENT LANDSCAPE BED TO REMAIN

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EXISTING CURB

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SEALANT COLOR TO MATCH CONCRETE

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BACKER ROD

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PREMOLDED EXPANSION JOINT MATERIAL

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EXPANSION JOINT

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NOTE: 1. GATE TO USE HEAVY GATE TO USE HEAVY COMMERCIAL HINGE KIT.

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WELD ON BOX HINGE

AutoCAD SHX Text 10' ALUMINUM SINGLE SWING GATE: AMERISTAR MONTAGE PLUS "CLASSIC" SHALL BE BASIS OF DESIGN

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ELEVATION

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EXISTING MASONRY COLUMN

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EXISTING MASONRY COLUMN

AutoCAD SHX Text 10' ALUMINUM SINGLE SWING GATE: AMERISTAR MONTAGE PLUS "CLASSIC" SHALL BE BASIS OF DESIGN

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EXISTING CONCRETE SIDEWALK

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CONCRETE FOOTER, 4,000 PSI MIN.

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#57 COMPACTED AGGREGATE

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ODOT 203 COMPACTED SUBGRADE

AutoCAD SHX Text NOTES: 1. FOOTERS TO BE 12" DIA. AT POST LOCATIONS ONLY. FOOTERS TO BE 12" DIA. AT POST LOCATIONS ONLY. SLOPE TOP OF FOOTERS TO DRAIN. 2. FENCE FINISH TO BE BLACK POWDER COAT. FENCE FINISH TO BE BLACK POWDER COAT. 3. PROVIDE SHOP DRAWINGS PRIOR TO CONSTRUCTION FOR PROVIDE SHOP DRAWINGS PRIOR TO CONSTRUCTION FOR APPROVAL BY LANDSCAPE ARCHITECT. 4. CONCRETE TO BE 4,000 PSI 28 DAY P.C.C. MIN.CONCRETE TO BE 4,000 PSI 28 DAY P.C.C. MIN.

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EXISTING ASPHALT PARKING LOT

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SECTION

AutoCAD SHX Text BOLLARD SECURITY RATING NOTES: 1. ISSUED BY THE INTERAGENCY SECURITY COMMITTEE (ISC), 'THE RISK MANAGEMENT ISSUED BY THE INTERAGENCY SECURITY COMMITTEE (ISC), 'THE RISK MANAGEMENT PROCESS FOR FEDERAL FACILITIES: AN INTERAGENCY SECURITY COMMITTEE STANDARD' 2ND EDITION, NOVEMBER 2016, ESTABLISHES LEVELS OF PHYSICAL SECURITY FOR FEDERAL FACILITIES. THE THOMAS D. LAMBROS COURTHOUSE HAS BEEN GIVEN FACILITY SECURITY LEVEL OF 'LEVEL IV FACILITY' BY THE STANDARDS AND QUALIFICATIONS SET FORTH IN THAT DOCUMENT. THIS RATING WAS PROVIDED TO US BY THE GSA PROJECT MANAGER FOR USE ON THIS PROJECT. THAT RATING WAS JUSTIFIED AND CONFIRMED BY THE A/E APPLICATION OF ISC STANDARDS. 2. THE REQUIRED VEHICLE BARRIERS (BOLLARDS ON THIS PROJECT) ARE REQUIRED TO THE REQUIRED VEHICLE BARRIERS (BOLLARDS ON THIS PROJECT) ARE REQUIRED TO MEET A SPECIFIC CRASH RATING STANDARD. THE GSA PROJECT MANAGER WITH COORDINATION FROM THE THOMAS D. LAMBROS COURTHOUSE TENANTS PROVIDED THE CRASH RATING TO BE FOLLOWED FOR THIS PROJECT. WHILE REQUIRED TO FOLLOW THE ISC FOR DETERMINING RATING, EXCEEDING THOSE MINIMUMS IS PERMISSIBLE WHEN APPROVED BY GSA. THE RATING REQUIRED EXCEEDS THE ISC STANDARDS AND FOLLOWS THE DEPARTMENT OF STATE RATING SYSTEM. THE STANDARD REQUIRED FOR THIS PROJECT IS: DoS K12 - L3 THE EQUIVALENT STANDARD IS ALSO ACCEPTABLE: ASTM F 2656-07 M50 - P1. ALL BOLLARDS INSTALLED IN THE SECURITY PERIMETER ARE REQUIRED TO MEET THIS RATING. 3. ANY BOLLARDS PROPOSED ARE PREFERRED TO BE INCLUDED ON THE CURRENT ANY BOLLARDS PROPOSED ARE PREFERRED TO BE INCLUDED ON THE CURRENT VERSION OF THE 'DoD ANTI-RAM VEHICLE BARRIER LIST' OF ACCEPTED VEHICLE BARRIERS. IF THE PROPOSED BOLLARD IS NOT CURRENTLY INCLUDED ON THE DoD LISTING ALL TESTING DATA AND CALCULATIONS MUST BE PROVIDED TO ENSURE COMPLIANCE WITH THE DoS/ASTM STANDARDS. BOLLARDS WITH INCOMPLETE TESTING DATA AND/OR NOT MEETING THE DoS/ASTM STANDARDS WILL NOT BE ACCEPTED. 4. THE BOLLARD INSTALLATION DETAILS PROVIDED ARE TO BE SUPERCEDED BY THE THE BOLLARD INSTALLATION DETAILS PROVIDED ARE TO BE SUPERCEDED BY THE PROPOSED BOLLARD MANUFACTURERS RECOMMENDED INSTALLATION DETAILS. THESE DETAILS SHALL COINCIDE WITH THE DoS/ASTM APPROVED SYSTEM. 5. BOLLARD MANUFACTURER SHALL CONFIRM GEOTECHNICAL CALCULATIONS, IN RELATION BOLLARD MANUFACTURER SHALL CONFIRM GEOTECHNICAL CALCULATIONS, IN RELATION TO RECOMMENDED DETAILS, BASED ON THE GEOTECHNICAL REPORT CREATED FOR THIS PROJECT. BOLLARD INSTALLATION DETAILS PROVIDED HAVE BEEN CONFIRMED TO BE COMPATIBLE WITH EXISTING SITE GEOTECHNICAL CONDITIONS. 6. EXCAVATION AND BACKFILL REQUIREMENTS FOR BOLLARD INSTALLATION ARE TO BE EXCAVATION AND BACKFILL REQUIREMENTS FOR BOLLARD INSTALLATION ARE TO BE DETERMINED BY THE MANUFACTURER RECOMMENDATIONS FOR THE SELECTED BOLLARD. COMPACTED ENGINEERED FILL WILL BE REQUIRED TO MEET THE MINIMUM PRESSURE VALUES REQUIRED BY THE APPROVED BOLLARD SYSTEM.

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1/4" DEEP REVEAL

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1" DOMED TOP

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1/4" DEEP REVEAL

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POLISH DOMED TOP TO NO. 7 MIRROR FINISH

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BOLLARD SURFACE BELOW DOMED TO HAVE VERTICAL GRAIN NO. 4 BRUSHED S.S. FINISH.

IF CLEAR DIMENSION DROPS BELOW 3'-0" IMMEDIATELY NOTIFY COR

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General Services

Administration

Public Buildings Service

Great Lakes Region

1300 East 9th Street

Suite 500

Cleveland, OH 44114 www.aecom.com

Security Bollard Design

ROH11127 / N1710182

125 Market Street

MAY 31, 2019

100% CONSTRUCTION DOCUMENTS

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Youngstown, Ohio 44503

OH0215ZZ

Thomas D. Lambros FOB

MARK DATE DESCRIPTION

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SITE DETAILS

C501

SCALE: NTS

PAVER REPLACEMENT SECTION (EAST FRONT STREET)

SCALE: NTS

PAVER REPLACEMENT SECTION (MARKET STREET)

SCALE: NTS

SIDEWALK REPLACEMENT SECTION (EAST FRONT STREET)

SCALE: NTS

PAVER REPLACEMENT

SCALE: NTS

TREE PROTECTION FENCE

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ADJACENT ROADWAY

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EXISTING 12X12 UNIT PAVER

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NEW 12X12X3 " 18" UNIT PAVER

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12X12 SALVAGED UNIT PAVER (TO MATCH EXISTING PATTERN)

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EXISTING GAS LINE

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EXISTING ELECTRICAL LINE

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FLUSH

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FLUSH

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FLUSH

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12X12 SALVAGED UNIT PAVER (TO MATCH EXISTING PATTERN)

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COMPACTED LIMESTONE SCREENINGS

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EXISTING CONCRETE CURB

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BOLLARD

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EXPANSION JOINT

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ADJACENT ROADWAY

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EXISTING 12X12 UNIT PAVER

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12X12 SALVAGED UNIT PAVER (TO MATCH EXISTING PATTERN)

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EXISTING ELECTRICAL LINE

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FLUSH

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12X12 SALVAGED UNIT PAVER (TO MATCH EXISTING PATTERN)

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COMPACTED LIMESTONE SCREENINGS

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BOLLARD

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EXPANSION JOINT

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EXISTING CONCRETE CURB

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ADJACENT ROADWAY

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EXISTING LANDSCAPE BED

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EXISTING ELECTRICAL LINE

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NEW CONCRETE SIDEWALK, SEE DETAIL SHEET C500

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NEW CONCRETE SIDEWALK, SEE DETAIL SHEET C500

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COMPACTED AGGREGATE BASE ODOT 304

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BOLLARD

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EXPANSION JOINT

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EXISTING CONCRETE CURB

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EXPANSION JOINT

AutoCAD SHX Text PAVER NOTES: 1. BASIS OF DESIGN SIZE AND COLOR FOR NEW PAVERS BASIS OF DESIGN SIZE AND COLOR FOR NEW PAVERS ARE AS FOLLOWS: TYPE A: NOT USED TYPE B: UNILOCK 12X12X3 " 18" UMBRIANO FINISH, COLOR-MIDNIGHT SKY 2. NEW PAVERS ARE THICKER THAN EXISTING. ADJUST NEW PAVERS ARE THICKER THAN EXISTING. ADJUST SETTING BED DEPTH AS SHOWN TO ACHIEVE A FLUSH SURFACE CONDITION. 3. ALL PAVERS (NEW OR SALVAGED) SHALL BE PLACED ALL PAVERS (NEW OR SALVAGED) SHALL BE PLACED TO BE FLUSH WITH THE ADJACENT EXISTING PAVERS. 4. SET FINISH GRADE OF PAVERS TO ALLOW FOR 3'-4" SET FINISH GRADE OF PAVERS TO ALLOW FOR 3'-4" FROM THE TOP OF THE BOLLARDS TO THE FINISH GRADE OF THE PAVERS.

AutoCAD SHX Text NEW UNIT PAVER OR SALVAGED UNIT PAVER (TO MATCH EXISTING PATTERN), SEE PLANS FOR PAVER LOCATION AND TYPE

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COMPACTED LIMESTONE SCREENINGS

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COMPACTED SUBGRADE

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EXISTING UNIT PAVER

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FLUSH

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PAVERS AT BOLLARD SECTION

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BOLLARD

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FLUSH

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NEW UNIT PAVER

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SALVAGED UNIT PAVER (TO MATCH EXISTING PATTERN)

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NEW PAVER SECTION

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EXISTING UNIT PAVER

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FLUSH

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COMPACTED LIMESTONE SCREENINGS

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CUT PAVER TO FIT AROUND BOLLARD. ADJACENT PAVERS SHALL BE WHOLE UNITS

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BOLLARD, CENTERED WITHIN A SINGLE PAVER

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PAVERS AT BOLLARD PLAN

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AutoCAD SHX Text NOTES: 1. SEE GENERAL NOTES FOR ADDITIONAL TREE SEE GENERAL NOTES FOR ADDITIONAL TREE PROTECTION REQUIREMENTS. 2. IF THERE IS NO EXISTING IRRIGATION, SEE IF THERE IS NO EXISTING IRRIGATION, SEE SPECIFICATIONS FOR WATERING REQUIREMENTS. 3. NO PRUNING SHALL BE PERFORMED EXCEPT NO PRUNING SHALL BE PERFORMED EXCEPT BY APPROVED ARBORIST. 4. NO EQUIPMENT SHALL OPERATE INSIDE THE NO EQUIPMENT SHALL OPERATE INSIDE THE PROTECTIVE FENCING INCLUDING DURING FENCE INSTALLATION AND REMOVAL. 5. SEE SITE DEMOLITION PLAN FOR FENCE SEE SITE DEMOLITION PLAN FOR FENCE LOCATIONS.

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KEEP OUT TREE PROTECTION AREA

AutoCAD SHX Text TREE PROTECTION FENCE HIGH DENSITY POLYETHYLENE FENCING WITH 3.5" X 1.5" OPENINGS; COLOR: ORANGE.

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2"X6' STEEL POSTS OR APPROVED EQUAL INSTALL AT 8' O.C. MAX SPACING

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5" THICK LAYER OF MULCH

AutoCAD SHX Text MAINTAIN EXISTING GRADE WITH THE TREE PROTECTION FENCE UNLESS OTHERWISE INDICATED ON THE PLANS

8.5" X 11" SIGN LAMINATED IN PLASTIC SPACED EVERY 50' LONG THE FENCE