Bellevue_RC_100_Vol_I_C-SeriesDWGS_2021-02-25.pdf

PDF 44 MB Posted Apr 30, 2021

Attached to: Construct Bellevue Readiness Center
Solicitation number: W9124321RCH02
Issued by: Department of the Army Nebraska Army National Guard

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File	Type	Posted
BRC.Amendment.0003.pdf	PDF	May 28, 2021
Amendment.0002.pdf	PDF	May 25, 2021
Amendment.0001.pdf	PDF	May 12, 2021
Bellevue_RC_100_Vol_II_E-SeriesDWGS_2021-02-25.pdf	PDF	Apr 30, 2021
Bellevue_RC_100_Vol_I_L-SeriesDWGS_2021-02-25.pdf	PDF	Apr 30, 2021
Bellevue_RC_100_Vol_I_A-Reference-SeriesDWGS_2021-02-25.pdf	PDF	Apr 30, 2021
Bellevue_RC_100_Vol_I_S-SeriesDWGS_2021-02-25.pdf	PDF	Apr 30, 2021
Bellevue_RC_100_Vol_II_F-SeriesDWGS_2021-02-25.pdf	PDF	Apr 30, 2021
Bellevue_RC_100_Vol_I_A-SeriesDWGS_2021-02-25.pdf	PDF	Apr 30, 2021
Bellevue_RC_100_Vol_II_T-SeriesDWGS_2021-02-25.pdf	PDF	Apr 30, 2021
Exhibit G.subcontracting.plan.requirements.docx	DOCX document	Apr 30, 2021
Bellevue_RC_100_Vol_II_M-SeriesDWGS_2021-02-25.pdf	PDF	Apr 30, 2021
Bellevue_RC_100_Vol_I_G-SeriesDWGS_2021-02-25.pdf	PDF	Apr 30, 2021
Bellevue_RC_100_SPEC_Vol_III_2021-02-25.pdf	PDF	Apr 30, 2021
Bellevue_RC_100_Vol_II_G-SeriesDWGS_2021-02-25.pdf	PDF	Apr 30, 2021
Bellevue_RC_100_Vol_II_P-SeriesDWGS_2021-02-25.pdf	PDF	Apr 30, 2021
Bellevue_RC_100_Vol_I_I-SeriesDWGS_2021-02-25.pdf	PDF	Apr 30, 2021
Bellevue_RC_100_Vol_I_FFE-SeriesDWGS_2021-02-25.pdf	PDF	Apr 30, 2021
EXHIBIT B.doc	DOC document	Apr 30, 2021
EXHIBIT F.small.business.participation.plan.docx	DOCX document	Apr 30, 2021
Exhibit D_Letter of Commitment.docx	DOCX document	Apr 30, 2021
W9124321RCH02.pdf	PDF	Apr 30, 2021
Bellevue_RC_100_SPEC_Vol_I_2021-02-25.pdf	PDF	Apr 30, 2021
Bellevue_RC_100_Vol_I_FS-SeriesDWGS_2021-02-25.pdf	PDF	Apr 30, 2021
Section.01000 General Requirements.pdf	PDF	Apr 30, 2021
EXHIBIT A.doc	DOC document	Apr 30, 2021
Bellevue_RC_100_Vol_II_RF-SeriesDWGS_2021-02-25.pdf	PDF	Apr 30, 2021
Bellevue_RC_100_SPEC_Vol_II_2021-02-25.pdf	PDF	Apr 30, 2021
EXHIBIT_C_Reference_Questionnaire_Package.docx	DOCX document	Apr 30, 2021

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SHEET NUMBER

SHEET TITLE

CLIENT

INFORMATION

PROJECT INFORMATION

JOB #

ISSUE DATE

Checked by Drawn by

Revisions

ID Date Description

E as t M ai n, S ui te

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Ph on e

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N S tre et

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Li nc ol n N

Ph on e

-4

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Fa x

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Bellevue Readiness Center S. 25th and Capehart Rd., Bellevue, NE

18-0061 02-25-2021

N . 1

3t h

St re et , S ui te

O m ah a, N E

W ar d

Pa rk w ay

Ka ns as C ity , M

Nebraska National Guard

GENERAL CIVIL

NOTES

C-001

GENERAL NOTES:

1. SEE DRAWING G-104 FOR HORIZONTAL AND VERTICAL CONTROL BENCHMARK INFORMATION.

2. ALL DIMENSIONS, ELEVATIONS, AND STATIONS ARE IN FEET, UNLESS INDICATED OTHERWISE.

3. CALLOUTS, COORDINATES, AND DIMENSIONS ARE POINTED TO OR MEASURED TO STRUCTURE

CENTER, EDGE OF PAVEMENT, OR OUTSIDE FACE OF FOUNDATION WALL, UNLESS INDICATED

OTHERWISE.

4. ALL WORK SHALL BE SUBJECT TO INSPECTION BY AUTHORIZED PERSONNEL OF LOCAL AND

GOVERNMENT REGULATORY AGENCIES AND THE CONTRACTING OFFICER.

5. ALL WORK SHALL BE CONDUCTED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS

AND LOCAL AND GOVERNMENT CODES, ORDINANCES, AND REGULATIONS. IN CASE OF

CONTRADICTION OR DISCREPANCY BETWEEN REQUIREMENTS, CONTRACTOR SHALL

INCORPORATE WHICHEVER IS MOST STRINGENT. WHERE A QUESTION REMAINS ON WHICH

REQUIREMENT IS MOST STRINGENT, CONTRACTOR SHALL SUBMIT ISSUE TO THE

CONTRACTING OFFICER IN WRITING. THE DECISION OF THE CONTRACTING OFFICER SHALL BE

CONSIDERED FINAL.

6. ALL WORK SHALL BE CONDUCTED IN A PROFESSIONAL WORKMANSHIP MANNER USING

QUALITY MATERIALS. WORK SHALL CONFORM TO GOVERNMENT'S STANDARD

SPECIFICATIONS (CURRENT EDITION), UNLESS INDICATED OTHERWISE OR AS DIRECTED BY

THE CONTRACTING OFFICER.

7. WHEN CONSTRUCTION WORK RESTRICTED TO BEING PERFORMED WITHIN EASEMENTS,

CONTRACTOR SHALL CONFINE WORK WITHIN THE PERMANENT AND TEMPORARY EASEMENTS.

8. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE CONTRACTING OFFICER OF

ANY PROBLEM CONFORMING TO THE APPROVED LINE AND GRADE FOR ANY ELEMENT OF THE

PROPOSED IMPROVEMENTS PRIOR TO ITS CONSTRUCTION.

9. NO CHANGE ORDERS WILL BE GRANTED AS A RESULT OF LACK OF COORDINATION.

RECORD DRAWING NOTES:

1. CONTRACTOR SHALL MAINTAIN UPDATED RECORD DRAWINGS AT ALL TIMES THROUGH THE

DURATION OF THE PROJECT. CONSTRUCTION RECORD DRAWINGS SHALL BE SUBMITTED TO

THE CONTRACTING OFFICER.

2. DURING CONSTRUCTION OF THE PROJECT, CONTRACTOR SHALL BE RESPONSIBLE FOR

KEEPING TRACK OF ANY CONTRACTING OFFICER-APPROVED FIELD CONSTRUCTION

REVISIONS TO THE DESIGN DEPICTED ON APPROVED CONSTRUCTION DRAWINGS. THESE

REVISIONS SHALL BE USED TO PREPARE RECORD DRAWINGS OF COMPLETED

CONSTRUCTION.

3. ALL VARIATIONS IN PROJECT CONDITIONS, LOCATIONS, AND CONFIGURATIONS, AND ANY

OTHER CHANGES OR DEVIATIONS FROM THE INFORMATION PRESENTED ON THE ORIGINAL,

APPROVED CONSTRUCTION DRAWINGS SHALL BE NOTED. THIS INCLUDES BURIED OR

CONCEALED CONSTRUCTION AND UTILITY FEATURES THAT WERE REVEALED DURING

CONSTRUCTION.

4. THE CONTRACTING OFFICER SHALL REVIEW COMPLETENESS, ACCURACY, AND FORMAT OF

SUBMITTED RECORD DRAWINGS. IF THE RECORD DRAWINGS ARE CONSIDERED

UNACCEPTABLE, THEY SHALL BE RETURNED TO THE CONTRACTOR FOR CORRECTION AND

RESUBMISSION.

ACCESS AND STAGING

1. ACCESS AND HAUL ROUTES FOR ALL CONTRACTOR PERSONNEL, VEHICLES, EQUIPMENT, AND

DELIVERIES SUBJECT TO THE APPROVAL OF THE CONTRACTING OFFICER. IT SHALL BE THE

CONTRACTOR'S RESPONSIBILITY TO COORDINATE OFF-SITE HAUL ROUTES WITH THE

APPROPRIATE OWNER WHO HAS JURISDICTION OVER THE AFFECTED ROUTE. ACCESS

ROUTES AND HAUL ROUTES ARE SUBJECT TO CHANGE AT THE DIRECTION OF THE

CONTRACTING OFFICER AND MAY CHANGE BASED ON OPERATIONAL REQUIREMENTS OF THE

PROJECT SITE.

2. CONTRACTOR SHALL COORDINATE ACTIVITIES AND MAINTAIN ALL ACCESS AND HAUL ROUTES

IN A MANNER THAT ALLOWS UNOBSTRUCTED EMERGENCY ACCESS TO ALL PROJECT AREAS

AND EXISTING ROADWAYS AT ALL TIMES WITHOUT DELAY TO EMERGENCY AND SECURITY

VEHICLE RESPONSE TIME.

3. IF ANY EMERGENCY ROUTES REQUIRE CLOSURE DUE TO CONSTRUCTION ACTIVITIES,

CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER, POLICE, LOCAL FIRE AUTHORITY,

AND ALL OTHER EMERGENCY SERVICES OF THE CLOSURE.

4. CONTRACTOR SHALL MAINTAIN ACCESS AND HAUL ROUTES TO BE FREE FROM DEBRIS

CAUSED FROM CONSTRUCTION ACTIVITIES ON A DAILY BASIS.

5. CONTRACTOR SHALL RESTRICT ALL OPERATIONS TO AREAS WITHIN THE CONSTRUCTION

LIMITS UNLESS COORDINATED OTHERWISE WITH THE CONTRACTING OFFICER.

6. CONTRACTOR SHALL PROVIDE TEMPORARY CONSTRUCTION FENCING AROUND THE ENTIRE

SITE DURING CONSTRUCTION.

7. CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING A STAGING AND STOCKPILE AREA FOR

MATERIALS AND EQUIPMENT. LOCATION OF CONTRACTOR'S STAGING SHALL BE WITHIN THE

LIMITS OF CONSTRUCTION AND IS SUBJECT TO THE APPROVAL OF THE CONTRACTING

OFFICER. CONTRACTOR'S STAGING AREA IS SUBJECT TO CHANGE AT THE DIRECTION OF THE

CONTRACTING OFFICER AND MAY CHANGE BASED ON OPERATIONAL REQUIREMENTS OF THE

PROJECT SITE.

8. WHEN NOT ENGAGED IN CONSTRUCTION ACTIVITIES, CONTRACTOR'S EQUIPMENT AND

VEHICLES SHALL BE PARKED IN THE STAGING AREA.

9. CONTRACTOR SHALL PROVIDE AND INSTALL AT THE CONSTRUCTION ENTRANCE A

PROFESSIONALLY PAINTED SIGN, MEETING CONTRACTING OFFICER APPROVAL, TO DIRECT

MATERIAL SUPPLIERS, EMPLOYEES, AND DELIVERIES TO THE CONSTRUCTION SITE. THE SIGN

SHALL READ “CONSTRUCTION VEHICLES ONLY - NO VENDORS ALLOWED.”

10. CONTRACTOR SHALL PROVIDE A MINIMUM NOTICE OF 48 HOURS TO THE CONTRACTING

OFFICER REGARDING CONSTRUCTION DELIVERIES PRIOR TO THOSE DELIVERIES. DELIVERIES

SHALL BE SCHEDULED MONDAY-FRIDAY, 8:00 AM TO 3:00 PM.

11. SECURITY FENCING AND GATES ASSOCIATED WITH CONTRACTOR'S WORK AREA SHALL MEET

OR EXCEED THE EXISTING FENCE STRENGTH, SIZE, AND DIMENSIONS. SECURITY GATE SHALL

BE STAFFED AT ALL TIMES DURING WORKING HOURS AND SHALL BE LOCKED DURING

NON-WORKING HOURS. AT PROJECT COMPLETION, CONTRACTOR SHALL REMOVE SECURITY

GATE AND RESTORE SECURITY FENCE TO ITS ORIGINAL CONDITION.

12. ACCESS POINTS, HAUL ROUTES, STAGING AREA, AND ANY OTHER AREAS DISTURBED BY THE

CONTRACTOR SHALL BE RESTORED TO THEIR ORIGINAL CONDITION OR BETTER TO THE

SATISFACTION OF THE CONTRACTING OFFICER.

COORDINATION AND COMMUNICATION

1. CONTRACTOR SHALL APPOINT A PRIMARY CONSTRUCTION SUPERINTENDENT, SUBJECT TO

THE APPROVAL OF THE CONTRACTING OFFICER, WHO SHALL BE PRESENT ON THE

CONSTRUCTION SITE AT ALL TIMES DURING WORKING HOURS AND ACCESSIBLE AT ALL TIMES

WHILE WORK IS IN PROGRESS. THE PRIMARY CONSTRUCTION SUPERINTENDENT SHALL BE

DESIGNATED THE RESPONSIBLE CONTRACTOR'S REPRESENTATIVE WHO SHALL BE AVAILABLE

ON A 24-HOUR BASIS. WHEN THE CONTRACTOR'S PRIMARY CONSTRUCTION REPRESENTATIVE

IS NOT AVAILABLE ON THE CONSTRUCTION SITE, AN ALTERNATE REPRESENTATIVE SHALL BE

PROVIDED. CONTRACTOR SHALL PROVIDE NAMES AND CONTACT INFORMATION OF

REPRESENTATIVES TO THE CONTRACTING OFFICER.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING CONSTANT COORDINATION

BETWEEN ANY SUBCONTRACTORS AND THE CONTRACTING OFFICER. ALL CONSTRUCTION

ACTIVITIES PLANNED BY THE CONTRACTOR SHALL BE REVIEWED AND APPROVED BY THE

CONTRACTING OFFICER.

3. EMERGENCY CONTACT INFORMATION WILL BE DIRECTED AT PRE-CONSTRUCTION MEETING.

TRAFFIC CONTROL

1. THE CONTRACTOR SHALL PROVIDE ALL TRAFFIC CONTROL NECESSARY TO COMPLETE THE

WORK, INCLUDING ANY MOBILIZATION OF EQUIPMENT ON PUBLIC ROADWAYS. ALL TRAFFIC

CONTROL DEVICES AND METHODS OF CONTROLLING TRAFFIC THROUGH CONSTRUCTION

ZONES SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE “MANUAL ON UNIFORM

TRAFFIC CONTROL DEVICES” (M.U.T.C.D.), FEDERAL HIGHWAY ADMINISTRATION, AND ALL

REVISIONS THERETO (INCLUDING STATE SUPPLEMENTS). TRAFFIC CONTROL PLANS MUST BE

SUBMITTED TO AND APPROVED BY THE NEBRASKA DEPARTMENT OF TRANSPORTATION. THE

APPROVED PLAN MUST BE SUBMITTED TO THE NEBRASKA DEPARTMENT OF TRANSPORTATION

PERMIT OFFICE A MINIMUM OF 3 DAYS PRIOR TO THE IMPLEMENTATION OF THE PLAN.

2. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL CORDON OFF THE CONSTRUCTION WORK

AREA AND ASSOCIATED ROADWAYS BY USING BARRICADES APPROVED BY THE CONTRACTING

OFFICER.

3. ALL CONSTRUCTION EQUIPMENT AND VEHICLES SHALL BE MARKED WITH COMPANY DESIGNS,

INSIGNIAS, OR OTHER MARKINGS, WHICH ARE CLEARLY VISIBLE. CONTRACTOR SHALL

PROVIDE EACH VEHICLE WITH A FLAG ATTACHED TO THE VEHICLE WHICH SHOULD BE AT

LEAST 3 FEET SQUARE HAVING INTERNATIONAL ORANGE AND WHITE CHECKERED PATTERN

SO THAT THE FLAG IS EASILY VISIBLE.

4. CONSTRUCTION EQUIPMENT SHALL HAVE AUTOMATIC SIGNALING DEVICES TO SOUND AN

ALARM WHEN MOVING IN REVERSE.

5. ONLY RUBBER-TIRE VEHICLES WILL BE ALLOWED ON EXISTING PAVEMENT-TO-REMAIN.

6. NO PEDESTRIAN TRAFFIC SHALL BE ALLOWED INSIDE THE CONSTRUCTION LIMITS.

7. CONTRACTOR SHALL PROVIDE A MINIMUM NOTICE OF 1 WEEK TO CONTRACTING OFFICER FOR

ROAD CLOSURE PRIOR TO THE ROAD REQUIRING CLOSURE.

8. PRIOR TO THE REMOVAL OF BARRICADES AND TRAFFIC CONTROL DEVICES, THE CONTRACTOR

SHALL REQUEST THE CONTRACTING OFFICER TO SCHEDULE AN INSPECTION. NO ROADWAY

SHALL BE RE-OPENED UNTIL THE CONTRACTING OFFICER HAS COMPLETED INSPECTION AND

APPROVED THE RE-OPENING OF ACTIVE AREAS.

9. CONTRACTOR SHALL ATTEND ANY SPONSOR-MANDATED VEHICLE OPERATOR OR FOREIGN

OBJECT DEBRIS/DAMAGE (FOD) CONTROL TRAINING COURSE.

10. ANY DAMAGE TO ROADS AND PAVEMENTS-TO-REMAIN DUE TO CONSTRUCTION EQUIPMENT OR

TRAFFIC SHALL BE REPAIRED TO RESTORE THE ROADS AND PAVEMENTS TO THEIR ORIGINAL

CONDITION TO THE SATISFACTION OF THE CONTRACTING OFFICER.

EXCAVATION AND TRENCHES

1. CONTRACTOR SHALL COMPLY WITH THE MOST CURRENT EDITION OF OSHA REGULATIONS

AND THE STATE OF NEBRASKA LAWS CONCERNING EXCAVATION.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL EXCAVATION, TRENCHING,

AND SHORING ARE PERFORMED IN A MANNER THAT COMPLIES WITH LOCAL REGULATIONS

AND OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REGULATIONS FOR

CONSTRUCTION.

3. OPEN TRENCHES AND EXCAVATIONS AT THE CONSTRUCTION SITE SHALL BE PROMINENTLY

MARKED WITH ORANGE BARRICADES WITH FLASHING RED LIGHTS ACCEPTABLE TO THE

CONTRACTING OFFICER.

4. CONTRACTOR SHALL PROVIDE A MINIMUM NOTICE OF 48 HOURS TO THE CONTRACTING

OFFICER AND ASSOCIATED UTILITY COMPANIES AND AGENCIES BEFORE PROCEEDING WITH

ANY EXCAVATION.

5. DEWATERING OF UTILITY TRENCHES AND OTHER EXCAVATIONS MAY BE REQUIRED.

6. OPEN ONLY THOSE TRENCHES FOR WHICH MATERIAL IS ON-HAND AND READY FOR PLACING

THEREIN. AS SOON AS POSSIBLE AFTER THE MATERIAL HAS BEEN PLACED AND WORK

APPROVED, BACKFILL AND COMPACT TRENCHES AS SPECIFIED.

OTHER SAFETY REQUIREMENTS

1. CONTRACTOR SHALL MAINTAIN SAFETY PRACTICES THAT CONFORM TO OCCUPATIONAL

SAFETY AND HEALTH ADMINISTRATION (OSHA) REGULATIONS.

2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN AND PAY FOR ALL APPLICABLE

PERMITS, FEES AND LICENSES FOR CONSTRUCTION AND EQUIPMENT.

3. THE CONTRACTOR SHALL PERFORM ON-SITE INSPECTIONS THROUGHOUT THE PROJECT AND

REMEDY ANY SAFETY CONCERNS IMMEDIATELY.

4. THERE SHALL BE NO PERMANENT WASTE SITES ON PRJECT PROPERTY. ANY TEMPORARY

WASTE AREA SHALL BE APPROVED BY THE CONTRACTING OFFICER AND SHALL BE KEPT IN AN

ORDERLY CONDITION. REMOVAL OF WASTE THAT IS NOT PROPERLY MAINTAINED IS SUBJECT

TO THE DIRECTION OF THE CONTRACTING OFFICER.

5. CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL REQUIREMENTS WITH STATE AND

LOCAL AUTHORITIES AND SUBMITTING DOCUMENTS FOR PERMITTING FOR EROSION,

SEDIMENT CONTROL, AND STORMWATER POLLUTION PREVENTION.

6. EROSION CONTROL DEVICES SHALL BE USED FOR THE ACCESS AND HAUL ROUTES, STAGING

AREA, AND ANY MATERIAL STOCKPILES WHEN NECESSARY TO CONTROL EROSION AND STORM

WATER RUNOFF. SEE DRAWING # FOR EROSION AND SEDIMENT CONTROL REQUIREMENTS.

7. STOCKPILED MATERIAL SHALL BE CONSTRAINED IN A MANNER TO PREVENT MOVEMENT

RESULTING FROM WIND CONDITIONS.

8. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO LIMIT DUST CAUSED BY

CONSTRUCTION ACTIVITIES TO A LIMIT ACCEPTABLE TO PROJECT OPERATIONS. THE

CONTRACTOR SHALL CONTROL BLOWING DUST ON THE PROJECT SITE FROM ANY HAUL

ROUTE OR WORK AREA REGARDLESS OF SOURCE.

9. WILDLIFE ATTRACTANTS, SUCH AS TRASH AND FOOD SCRAPS, FROM CONSTRUCTION

PERSONNEL AND ACTIVITIES SHALL BE REMOVED FROM THE PROJECT LIMITS.

10. GASOLINE, DIESEL FUEL, OIL, AND HAZARDOUS WASTE RESULTING FROM CONTRACTOR'S

OPERATIONS OR ACTIVITIES SHALL BE PROPERLY DISPOSED OF IN ACCORDANCE WITH THE

SPECIFICATIONS AND LOCAL REGULATORY REQUIREMENTS AND PROPERLY REMOVED FROM

THE PROJECT PROPERTY. IF HAZARDOUS MATERIALS ARE ENCOUNTERED OR UNCOVERED

DURING CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE

CONTRACTING OFFICER.

11. IF CONSTRUCTION REQUIRES THE DISRUPTION OR DISCONNECTION OF ANY WATER LINES OR

FIRE HYDRANTS ON PROJECT PROPERTY OR ADJOINING PROPERTY, THE CONTRACTOR SHALL

PROVIDE A MINIMUM ADVANCE NOTICE OF 48 HOURS TO THE LOCAL FIRE AUTHORITY AND ALL

OTHER EMERGENCY SERVICES.

12. FAILURE TO COMPLY WITH SITE OPERATIONS AND THE CONTRACTING OFFICER SAFETY

REQUIREMENTS SHALL RESULT IN THE SUSPENSION OF CONSTRUCTION ACTIVITIES UNTIL ALL

SAFETY CONCERNS ARE ADDRESSED BY THE CONTRACTOR TO THE SATISFACTION OF THE

CONTRACTING OFFICER.

13. ANY WORKERS AND EQUIPMENT NOT IN COMPLIANCE WITH SAFETY PLAN OR SITE

OPERATIONS SHALL IMMEDIATELY BE REMOVED FROM THE WORK AREA AND SHALL NOT BE

PERMITTED TO RETURN THROUGHOUT THE REMAINDER OF THE PROJECT.

CONTRACTOR PERMITTING REQUIREMENTS

1. CONTRACTOR IS RESPONSIBLE FOR OBTAINING A STORM WATER PERMIT FOR LAND

DISTURBANCE OF MORE THAN 1 ACRE PRIOR TO CONSTRUCTION. CONTRACTOR IS

RESPONSIBLE FOR COORDINATING WITH LOCAL AUTHORITIES TO COMPLETE AND SUBMIT THE

STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR APPROVAL. LOCAL AUTHORITIES

INCLUDE BUT ARE NOT LIMITED TO COUNTY AND CITY STORMWATER MANAGEMENT GROUPS.

CONTRACTOR SHALL COORDINATE ALL ENVIRONMENTAL AND STORM WATER

CORRESPONDENCE, DOCUMENTATION, AND PERMITTING WITH CONTRACTING OFFICER.

2. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS TO COMPLY WITH ALL FEDERAL, STATE, AND LOCAL REGULATORY REQUIREMENTS.

SURVEY AND SUBSURFACE INVESTIGATION NOTES:

1. THE SURVEY WAS PERFORMED BY ALFRED BENESCH & COMPANY IN DECEMBER, 2020.

SURVEY CONTROL POINTS SHALL BE PROVIDED PRIOR TO CONSTRUCTION AND SHALL BE

RESET BY THE CONTRACTOR IF DISTURBED DURING CONSTRUCTION.

2. CONTRACTOR SHALL RETAIN A LICENSED SURVEYOR TO SURVEY PROJECT IMPROVEMENTS.

IF BENCHMARKS SHOWN ARE IN AREAS THAT REQUIRE DEMOLITION, OTHER BENCHMARKS

SHALL BE ESTABLISHED BEFORE DEMOLITION AND CONSTRUCTION WORK BEGINS.

CONTRACTOR SHALL SUPPLY CERTIFIED, CONTROL POINT DATA TO CONTRACTING OFFICER

AFTER COMPLETION OF CONSTRUCTION.

3. HORIZONTAL CONTROL IS BASED ON MODIFIED STATE PLANE SEE DRAWING G-104 FOR SCALE

FACTOR.

VERTICAL CONTROL IS BASED ON NAVD88.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PRESERVING PROPERTY MONUMENTATION

AND WILL BE REQUIRED TO RE-ESTABLISH ANY MONUMENTATION WHICH IS DAMAGED OR

DESTROYED DURING CONSTRUCTION. MONUMENTATION SHALL BE RE-ESTABLISHED BY A

LICENSED LAND SURVEYOR IN ACCORDANCE WITH NEBRASKA STATE LAWS.

5. THE SUBSURFACE/GEOTECHNICAL INVESTIGATION TITLED GEOTECHNICAL ENGINEERING

REPORT NEW READINESS CENTER, WAS PERFORMED BY BENESCH ENGINEERS, SCIENTISTS

AND PLANNERS IN MARCH 2019. THIS REPORT WAS PREPARED FOR NEBRASKA ARMY

NATIONAL GUARD. THE RESULTS OF THE INVESTIGATION ARE CONTAINED IN THE PROJECT

GEOTECHNICAL REPORT.

SUBSURFACE EXPLORATION NOTES:

1. THE BORING LOGS AND RELATED INFORMATION, INCLUDING WATER LEVELS, DEPICT

CONDITIONS ONLY AT THE SPECIFIC LOCATIONS AND AT THE PARTICULAR TIME DESIGNATED

ON THE LOGS.

2. SOIL CONDITIONS AT OTHER LOCATIONS MAY DIFFER FROM CONDITIONS OCCURING AT THESE

SPECIFIC BORING LOCATIONS. ANY ATTEMPT TO INTERPOLATE THE STRATIGRAPHIC

CONDITIONS BETWEEN BORINGS IS AT THE CONTRACTOR'S RISK.

3. FLUCTUATIONS OR CHANGES IN WATER LEVELS AND GROUNDWATER CONDITIONS CAN BE

INFLUENCED BY SOURCES OUTSIDE THE AREAS OF THE SITE INVESTIGATED, BY SEASONAL

RAINFALL, AND BY CHANGES IN DRAINAGE CONDITIONS IN AND AROUND THE SITE.

FLUCTUATIONS CAN OCCUR AND SHOULD BE ANTICIPATED BETWEEN THE TIME OF

INVESTIGATION AND THE TIME OF CONSTRUCTION.

4. LOCATIONS OF INDICATED STRATIGRAPHIC BOUNDARIES ARE APPROXIMATE AND THE

TRANSITIONS BETWEEN SOIL TYPES MAY BE GRADUAL RATHER THAN CLEARLY DEFINED.

5. ADDITIONAL INFORMATION IS CONTAINED IN THE SUBSURFACE INFORMATION DOCUMENT,

WHICH IS AVAILABLE AT THE OFFICE OF THE CONTRACTING OFFICER.

EXISTING CONDITIONS NOTES:

1. THE LOCATIONS OF STRUCTURES AND UNDERGROUND UTILITIES AS INDICATED HAVE BEEN

OBTAINED FROM EXISTING RECORDS AND FIELD SURVEYS. UNDERGROUND STRUCTURES

AND UTILITIES MAY BE PRESENT WHICH ARE NOT DOCUMENTED OR LOCATED.

2. THE CONTRACTOR SHALL FIELD-CHECK ALL EXISTING CONDITIONS AND BE THOROUGHLY

FAMILIAR WITH THE SITE BEFORE ANY WORK COMMENCES. ANY DISCREPANCIES IN THE

DRAWINGS SHALL BE IMMEDIATELY REPORTED TO THE CONTRACTING OFFICER BEFORE ANY

FURTHER WORK COMMENCES.

3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FIELD-VERIFY EXISTING STRUCTURES, UTILITIES, AND SURVEY INFORMATION, AND TO TAKE NECESSARY PRECAUTIONS DURING

DEMOLITION AND CONSTRUCTION. CONTRACTOR SHALL VERIFY EXISTENCE AND MARK

LOCATIONS OF ALL UTILITIES, INCLUDING SERVICE CONNECTIONS TO UNDERGROUND

UTILITIES, PRIOR TO BEGINNING WORK. CONTRACTOR SHALL CONTACT THE CONTRACTING

OFFICER AND ALL ASSOCIATED UTILITY COMPANIES AND AGENCIES TO IDENTIFY THE

LOCATION OF UTILITIES. THERE IS NO GUARANTEE, EITHER EXPRESSED OR IMPLIED, THAT

THE LOCATIONS, SIZE AND TYPE OF MATERIAL OF EXISTING UNDERGROUND UTILITIES

INDICATED ARE REPRESENTATIVE OF THOSE TO BE ENCOUNTERED DURING CONSTRUCTION.

4. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER OF

OPERATIONAL PLANS. IN THE EVENT AN UNEXPECTED UTILITY OR STRUCTURE

INTERFERENCE OR CONFLICT IS ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR

SHALL IMMEDIATELY NOTIFY THE CONTRACTING OFFICER. ANY UTILITY SERVICES OR

STRUCTURES DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED

IMMEDIATELY AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER.

5. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ITEMS NOT TO BE DAMAGED DURING

DEMOLITION AND CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE DAMAGED

OR DISTURBED ITEMS TO THE SATISFACTION OF THE CONTRACTING OFFICER.

02/25/2021

CD101 CD102 CD103

CD104 CD105 CD106

CD107

GAS

ST 24''

B M

SF SF SF

SHEET NUMBER

SHEET TITLE

CLIENT

INFORMATION

PROJECT INFORMATION

JOB #

ISSUE DATE

Checked by Drawn by

Revisions

ID Date Description

E as t M ai n, S ui te

Ve rm illi on S

Ph on e

Ve rm ill io n

N S tre et

, S ui te

Li nc ol n N

Ph on e

-4

-9

Fa x

Li nc ol n

Bellevue Readiness Center S. 25th and Capehart Rd., Bellevue, NE

18-0061 02-25-2021

N . 1

3t h

St re et , S ui te

O m ah a, N E

W ar d

Pa rk w ay

Ka ns as C ity , M

Nebraska National Guard

OVERALL

DEMOLITION

PLAN

CD100

1 SCALE: AS SHOWN

SCALE IN FEET

80'40' 160'

OVERALL DEMOLITION PLAN

LEGEND:

LIMITS OF DISTURBANCE

AGGREGATE SURFACE REMOVAL

UTILITY REMOVAL

ASPHALT PAVEMENT REMOVAL

MISCELLANEOUS REMOVAL

FULL DEPTH SAW CUT

GENERAL DEMOLITION NOTES:

1. ALL DEMOLITION, WASTE, DEBRIS, AND UNSATISFACTORY

MATERIALS SHALL BE DISPOSED OF OFF SITE IN ACCORDANCE WITH

ALL LOCAL, STATE, AND FEDERAL REQUIREMENTS. .

2. LOCATIONS NOTED FOR DEBRIS REMOVAL MAY CONTAIN ANY OF

THE FOLLOWING MATERIALS: AGGREGATE, CONCRETE, ASPHALT,

MASONRY, FOUNDATIONS, REBAR, FENCE MATERIAL, PIPING, AND

MISCELLANEOUS STRUCTURES. LARGE PIECES OF MATERIAL MAY

NEED TO BE CRUSHED AND/OR BROKEN UP FURTHER IN ORDER TO

BE HAULED AWAY TO THE WASTE DISPOSAL SITE.

3. CONTRACTOR SHALL COORDINATE LIMITS OF SAWCUT AND

PAVEMENT REMOVAL WITH PROPOSED PAVEMENT LAYOUT AND

JOINTING PLAN.

4. PAVEMENT DESIGNATED FOR SAWCUT SHALL BE SAWCUT FULL

DEPTH.

5. EXISTING PAVEMENT EDGES SHALL BE SAWCUT IN LOCATIONS

SHOWN TO PROVIDE CLEAN EDGE FOR CONSTRUCTION OF

PROPOSED PAVEMENT.

6. PAVEMENT REMOVAL LIMITS SHALL BE TO THE NEAREST EXISTING

PAVEMENT JOINT TO THE GREATEST EXTENT POSSIBLE TO PREVENT

PARTIAL PANEL REMOVAL. PAVEMENT REMOVAL SHALL INCLUDE

REMOVAL OF PAVEMENT AND ANY SUBBASE MATERIAL PRESENT.

7. ANY DAMAGE TO PAVEMENT AREAS DESIGNATED TO REMAIN SHALL

BE REPAIRED OR REMOVED AND REPLACED AT NO ADDITIONAL

COST TO OWNER.

8. CONTRACTOR SHALL PRESERVE EXISTING TREES AND VEGETATION

WHENEVER PRACTICABLE. CONTRACTOR SHALL TAKE NECESSARY

PRECAUTIONS TO PROTECT ROOT SYSTEMS OF SHRUBS, PLANTS

AND TREES ALONG THE AREA OF EXCAVATION.

9. EXISTING VEGETATION AND FACILITIES WHICH ARE NOT INDICATED

TO BE REMOVED SHALL BE PROTECTED FROM DEMOLITION OR

OTHER CONSTRUCTION ACTIVITIES.

10. SPECIAL HANDLING AND CONSIDERATION SHALL BE REQUIRED FOR

EXCAVATED SOILS THOUGHT TO BE CONTAIMINTED. CONTRACTOR

SHALL PERIODICALLY MONITOR EXCAVATED SOILS. SOILS SHALL BE

TREATED ON SITE OR DISPOSED OF PROPERLY IN ACCORDANCE

WITH ALL FEDERAL, STATE, AND LOCAL REQUIREMENTS AND THE

PROJECT SPECIFICATIONS. CONTRACTOR SHALL COORDINATE

REMOVAL OF CONTAMINATED MATERIALS WITH CONTRACTING

OFFICER.

MISCELLANEOUS REMOVAL

ST 24''

B M

N 496377.45 E 2757235.64

N 496197.67 E 2757244.52

N 496240.39 E 2757275.49

FULL DEPTH SAWCUT

REMOVE EXISTING STORM PIPE

AND CONCRETE HEADWALLS

REMOVE EXISTING

CONCRETE SIDEWALK

RELOCATE EXISTING SIGN

SHEET NUMBER

SHEET TITLE

CLIENT

INFORMATION

PROJECT INFORMATION

JOB #

ISSUE DATE

Checked by Drawn by

Revisions

ID Date Description

E as t M ai n, S ui te

Ve rm illi on S

Ph on e

Ve rm ill io n

N S tre et

, S ui te

Li nc ol n N

Ph on e

-4

-9

Fa x

Li nc ol n

Bellevue Readiness Center S. 25th and Capehart Rd., Bellevue, NE

18-0061 02-25-2021

N . 1

3t h

St re et , S ui te

O m ah a, N E

W ar d

Pa rk w ay

Ka ns as C ity , M

Nebraska National Guard

DEMOLITION

PLAN 1

CD101

1 SCALE: AS SHOWN

SCALE IN FEET

20'10' 40'

DEMOLITION PLAN 1

NOTE:

1. SEE C-001 FOR GENERAL DEMOLITION NOTES.

LEGEND:

LIMITS OF DISTURBANCE

AGGREGATE SURFACE REMOVAL

UTILITY REMOVAL

ASPHALT PAVEMENT REMOVAL

MISCELLANEOUS REMOVAL

FULL DEPTH SAW CUT

C H

R C

O N

MATCHLINE: SEE CD104 FOR CONTINUATION

B M

101 102 103

104 105 106

KEY PLAN

NOT TO SCALE

SFSF

N 496184.42 E 2757871.74

N 496135.06 E 2757888.85

N 496104.49 E 2757890.49

REMOVE EXISTING SILT FENCE

SHEET NUMBER

SHEET TITLE

CLIENT

INFORMATION

PROJECT INFORMATION

JOB #

ISSUE DATE

Checked by Drawn by

Revisions

ID Date Description

E as t M ai n, S ui te

Ve rm illi on S

Ph on e

Ve rm ill io n

N S tre et

, S ui te

Li nc ol n N

Ph on e

-4

-9

Fa x

Li nc ol n

Bellevue Readiness Center S. 25th and Capehart Rd., Bellevue, NE

18-0061 02-25-2021

N . 1

3t h

St re et , S ui te

O m ah a, N E

W ar d

Pa rk w ay

Ka ns as C ity , M

Nebraska National Guard

DEMOLITION

PLAN 2

CD102

1 SCALE: AS SHOWN

SCALE IN FEET

20'10' 40'

DEMOLITION PLAN 2

C H

R C

O N

MATCHLINE: SEE CD105 FOR CONTINUATION

C H

R C

O N

B M

101 102 103

104 105 106

KEY PLAN

NOT TO SCALE

NOTE:

1. SEE C-001 FOR GENERAL DEMOLITION NOTES.

LEGEND:

LIMITS OF DISTURBANCE

AGGREGATE SURFACE REMOVAL

UTILITY REMOVAL

ASPHALT PAVEMENT REMOVAL

MISCELLANEOUS REMOVAL

FULL DEPTH SAW CUT

N 496229.22 E 2758330.57

REMOVE EXISTING

RETAINING WALL

SHEET NUMBER

SHEET TITLE

CLIENT

INFORMATION

PROJECT INFORMATION

JOB #

ISSUE DATE

Checked by Drawn by

Revisions

ID Date Description

E as t M ai n, S ui te

Ve rm illi on S

Ph on e

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N S tre et

, S ui te

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Ph on e

-4

-9

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Bellevue Readiness Center S. 25th and Capehart Rd., Bellevue, NE

18-0061 02-25-2021

N . 1

3t h

St re et , S ui te

O m ah a, N E

W ar d

Pa rk w ay

Ka ns as C ity , M

Nebraska National Guard

DEMOLITION

PLAN 3

CD103

1 SCALE: AS SHOWN

SCALE IN FEET

20'10' 40'

DEMOLITION PLAN 3

MATCHLINE: SEE CD106 FOR CONTINUATION

C H

R C

O N

B M

101 102 103

104 105 106

KEY PLAN

NOT TO SCALE

NOTE:

1. SEE C-001 FOR GENERAL DEMOLITION NOTES.

LEGEND:

LIMITS OF DISTURBANCE

AGGREGATE SURFACE REMOVAL

UTILITY REMOVAL

ASPHALT PAVEMENT REMOVAL

MISCELLANEOUS REMOVAL

FULL DEPTH SAW CUT

SF SF SF SF SF SF

SF SF SF

SF SF SF SF

REMOVE EXISTING SILT FENCE

SHEET NUMBER

SHEET TITLE

CLIENT

INFORMATION

PROJECT INFORMATION

JOB #

ISSUE DATE

Checked by Drawn by

Revisions

ID Date Description

E as t M ai n, S ui te

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Ph on e

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N S tre et

, S ui te

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Ph on e

-4

-9

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Bellevue Readiness Center S. 25th and Capehart Rd., Bellevue, NE

18-0061 02-25-2021

N . 1

3t h

St re et , S ui te

O m ah a, N E

W ar d

Pa rk w ay

Ka ns as C ity , M

Nebraska National Guard

DEMOLITION

PLAN 4

CD104

1 SCALE: AS SHOWN

SCALE IN FEET

20'10' 40'

DEMOLITION PLAN 4

C H

R C

O N

MATCHLINE: SEE CD101 FOR CONTINUATION

B M

101 102 103

104 105 106

KEY PLAN

NOT TO SCALE

NOTE:

1. SEE C-001 FOR GENERAL DEMOLITION NOTES.

LEGEND:

LIMITS OF DISTURBANCE

AGGREGATE SURFACE REMOVAL

UTILITY REMOVAL

ASPHALT PAVEMENT REMOVAL

MISCELLANEOUS REMOVAL

FULL DEPTH SAW CUT

GAS

SAN

SFSF

N 495896.52 E 2757795.06

N 495894.28 E 2757779.27

N 495888.64 E 2757739.45

N 495860.29 E 2757644.00

N 495855.73 E 2757645.94

N 495853.19 E 2757692.44

N 495850.80 E 2757675.60

N 495665.68 E 2757666.21

N 495529.02 E 2757877.78

N 495538.43 E 2757855.25

N 495523.45 E 2757885.04

REMOVE EXISTING SILT FENCE

REMOVE EXISTING FENCE

FULL DEPTH SAWCUT

REMOVE EXISTING SILT FENCE

SHEET NUMBER

SHEET TITLE

CLIENT

INFORMATION

PROJECT INFORMATION

JOB #

ISSUE DATE

Checked by Drawn by

Revisions

ID Date Description

E as t M ai n, S ui te

Ve rm illi on S

Ph on e

Ve rm ill io n

N S tre et

, S ui te

Li nc ol n N

Ph on e

-4

-9

Fa x

Li nc ol n

Bellevue Readiness Center S. 25th and Capehart Rd., Bellevue, NE

18-0061 02-25-2021

N . 1

3t h

St re et , S ui te

O m ah a, N E

W ar d

Pa rk w ay

Ka ns as C ity , M

Nebraska National Guard

DEMOLITION

PLAN 5

CD105

1 SCALE: AS SHOWN

SCALE IN FEET

20'10' 40'

DEMOLITION PLAN 5

C H

R C

O N

MATCHLINE: SEE CD102 FOR CONTINUATION

C H

R C

O N

B M

101 102 103

104 105 106

KEY PLAN

NOT TO SCALE

NOTE:

1. SEE C-001 FOR GENERAL DEMOLITION NOTES.

LEGEND:

LIMITS OF DISTURBANCE

AGGREGATE SURFACE REMOVAL

UTILITY REMOVAL

ASPHALT PAVEMENT REMOVAL

MISCELLANEOUS REMOVAL

FULL DEPTH SAW CUT

CLIENT

INFORMATION

PROJECT INFORMATION

JOB #

ISSUE DATE

Checked by Drawn by

Revisions

ID Date Description

E as t M ai n, S ui te

Ve rm illi on S

Ph on e

Ve rm ill io n

N S tre et

, S ui te

Li nc ol n N

Ph on e

-4

-9

Fa x

Li nc ol n

Bellevue Readiness Center S. 25th and Capehart Rd., Bellevue, NE

18-0061 02-25-2021

N . 1

3t h

St re et , S ui te

O m ah a, N E

W ar d

Pa rk w ay

Ka ns as C ity , M

Nebraska National Guard

DEMOLITION

PLAN 6

CD106

1 SCALE: AS SHOWN

SCALE IN FEET

20'10' 40'

DEMOLITION PLAN 6

MATCHLINE: SEE CD103 FOR CONTINUATION

C H

R C

O N

MATCHLINE: SEE CD107 FOR CONTINUATION

B M

101 102 103

104 105 106

KEY PLAN

NOT TO SCALE

NOTE:

1. SEE C-001 FOR GENERAL DEMOLITION NOTES.

LEGEND:

LIMITS OF DISTURBANCE

AGGREGATE SURFACE REMOVAL

UTILITY REMOVAL

ASPHALT PAVEMENT REMOVAL

MISCELLANEOUS REMOVAL

FULL DEPTH SAW CUT

CLIENT

INFORMATION

PROJECT INFORMATION

JOB #

ISSUE DATE

Checked by Drawn by

Revisions

ID Date Description

E as t M ai n, S ui te

Ve rm illi on S

Ph on e

Ve rm ill io n

N S tre et

, S ui te

Li nc ol n N

Ph on e

-4

-9

Fa x

Li nc ol n

Bellevue Readiness Center S. 25th and Capehart Rd., Bellevue, NE

18-0061 02-25-2021

N . 1

3t h

St re et , S ui te

O m ah a, N E

W ar d

Pa rk w ay

Ka ns as C ity , M

Nebraska National Guard

DEMOLITION

PLAN 7

CD107

1 SCALE: AS SHOWN

SCALE IN FEET

20'10' 40'

DEMOLITION PLAN 7

MATCHLINE: SEE CD106 FOR CONTINUATION

B M

101 102 103

104 105 106

KEY PLAN

NOT TO SCALE

NOTE:

1. SEE C-001 FOR GENERAL DEMOLITION NOTES.

LEGEND:

LIMITS OF DISTURBANCE

AGGREGATE SURFACE REMOVAL

UTILITY REMOVAL

ASPHALT PAVEMENT REMOVAL

MISCELLANEOUS REMOVAL

FULL DEPTH SAW CUT

N 495624.53 E 2757978.65

N 495612.73 E 2758067.40

N 495612.40 E 2758077.89

N 495592.41 E 2758022.77

N 495571.96 E 2758126.33

N 495566.87 E 2758143.28

N 495534.12 E 2758102.83

N 495519.33 E 2758123.14

N 495526.39 E 2758192.21

N 495521.96 E 2758198.61

N 495525.91 E 2758202.10

N 495517.54 E 2758214.17

REMOVE ABANDONED WATER LINE

REMOVE ABANDONED

SANITARY SEWER

REMOVE ABANDONED

GAS LINE

SHEET NUMBER

SHEET TITLE

CLIENT

INFORMATION

PROJECT INFORMATION

JOB #

ISSUE DATE

Checked by Drawn by

Revisions

ID Date Description

E as t M ai n, S ui te

Ve rm illi on S

Ph on e

Ve rm ill io n

N S tre et

, S ui te

Li nc ol n N

Ph on e

-4

-9

Fa x

Li nc ol n

Bellevue Readiness Center S. 25th and Capehart Rd., Bellevue, NE

18-0061 02-25-2021

N . 1

3t h

St re et , S ui te

O m ah a, N E

W ar d

Pa rk w ay

Ka ns as C ity , M

Nebraska National Guard

BID OPTION 3

DEMOLITION

PLAN 1

CD905

1 SCALE: AS SHOWN

SCALE IN FEET

20'10' 40'

BID OPTION 3 DEMOLITION PLAN 1

NOTES:

1. SEE CD001 FOR GENERAL DEMOLITION NOTES.

2. SURVEYOR WAS UNABLE TO LOCATE OR VERIFY THE EXISTENCE OF A

STORM LINE RUNNING THROUGH THE PROJECT SITE SHOWN ON HISTORICAL

AS-BUILT PLANS. THE LINE IS SHOWN RUNNING PARALLEL TO THE GRAVEL

ROAD CALLED OUT FOR REMOVAL ON IT'S NORTH SIDE. CONTRACTOR SHALL

BE RESPONSIBLE FOR LOCATING THIS STORM LINE AND REMOVING IT TO

THE EXTENT NECESSARY TO CONSTRUCT THE PROJECT.

LEGEND:

LIMITS OF DISTURBANCE

AGGREGATE SURFACE REMOVAL

UTILITY REMOVAL

ASPHALT PAVEMENT REMOVAL

MISCELLANEOUS REMOVAL

FULL DEPTH SAW CUT

C H

R C

O N

B M

901 902 903

905 906

KEY PLAN

NOT TO SCALE

N 495648.22 E 2758315.81

N 495638.24 E 2758355.52

N 495636.81 E 2758358.91

N 495889.63 E 2758466.42 N 495887.32

E 2758471.88

N 495906.47 E 2758430.74

REMOVE ABANDONED WATER LINE

REMOVE ABANDONED GAS LINE

REMOVE ABANDONED

SANITARY SEWER

SHEET NUMBER

SHEET TITLE

CLIENT

INFORMATION

PROJECT INFORMATION

JOB #

ISSUE DATE

Checked by Drawn by

Revisions

ID Date Description

E as t M ai n, S ui te

Ve rm illi on S

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Ve rm ill io n

N S tre et

, S ui te

Li nc ol n N

Ph on e

-4

-9

Fa x

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Bellevue Readiness Center S. 25th and Capehart Rd., Bellevue, NE

18-0061 02-25-2021

N . 1

3t h

St re et , S ui te

O m ah a, N E

W ar d

Pa rk w ay

Ka ns as C ity , M

Nebraska National Guard

BID OPTION 3

DEMOLITION

PLAN 2

CD906

1 SCALE: AS SHOWN

SCALE IN FEET

20'10' 40'

BID OPTION 3 DEMOLITION PLAN 2

NOTES:

1. SEE CD001 FOR GENERAL DEMOLITION NOTES.

2. SURVEYOR WAS UNABLE TO LOCATE OR VERIFY THE EXISTENCE OF A

STORM LINE RUNNING THROUGH THE PROJECT SITE SHOWN ON HISTORICAL

AS-BUILT PLANS. THE LINE IS SHOWN RUNNING PARALLEL TO THE GRAVEL

ROAD CALLED OUT FOR REMOVAL ON IT'S NORTH SIDE. CONTRACTOR SHALL

BE RESPONSIBLE FOR LOCATING THIS STORM LINE AND REMOVING IT TO

THE EXTENT NECESSARY TO CONSTRUCT THE PROJECT.

LEGEND:

LIMITS OF DISTURBANCE

AGGREGATE SURFACE REMOVAL

UTILITY REMOVAL

ASPHALT PAVEMENT REMOVAL

MISCELLANEOUS REMOVAL

FULL DEPTH SAW CUT

C H

R C

O N

B M

901 902 903

905 906

KEY PLAN

NOT TO SCALE

6"ø FPW

ELEV: 94'-2"

CS101 CS102 CS103

CS104 CS105 CS106

CS107

BASE BID

MEP PARKING

AGGREGATE SURFACE

BASE BID

POV PARKING

AGGREGATE SURFACE

SHEET NUMBER

SHEET TITLE

CLIENT

INFORMATION

PROJECT INFORMATION

JOB #

ISSUE DATE

Checked by Drawn by

Revisions

ID Date Description

E as t M ai n, S ui te

Ve rm illi on S

Ph on e

Ve rm ill io n

N S tre et

, S ui te

Li nc ol n N

Ph on e

-4

-9

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Bellevue Readiness Center S. 25th and Capehart Rd., Bellevue, NE

18-0061 02-25-2021

N . 1

3t h

St re et , S ui te

O m ah a, N E

W ar d

Pa rk w ay

Ka ns as C ity , M

Nebraska National Guard

OVERALL SITE

PLAN

CS100

1 SCALE: AS SHOWN

SCALE IN FEET

80'40' 160'

OVERALL SITE PLAN

LEGEND:

HEAVY DUTY

CONCRETE PAVEMENT CS501

CS501

SECURITY FENCE

LIGHT DUTY

CONCRETE PAVEMENT

CS501AGGREGATE SURFACE

CS504

GENERAL SITE AND PAVING NOTES:

1. BUILDING COORDINATES ARE POINTED TO OR MEASURED AT THE CENTER OF BUILDING

COLUMNS. CONTRACTOR SHALL COORDINATE BEARINGS OF BUILDING GRID LINES WITH

STRUCTURAL DRAWINGS.

2. CONTRACTOR SHALL COORDINATE BUILDING ENTRANCES, EGRESSES, WALKWAYS, AND

DOORWAY LOCATIONS WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS.

3. SEE ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR

MISCELLANEOUS SITE EQUIPMENT AND PADS.

4. SEE SHEETS CP101-CP103 AND CP111-CP113 FOR CONCRETE JOINTING AND ELEVATION

PLANS.

5. ALL CONCRETE PANELS THAT SUPPORT UTILITY STRUCTURES OR ARE IRREGULAR IN

SHAPE SHALL BE REINFORCED. SEE DETAIL 4 ON DRAWING CS501.

6. CONTRACTOR SHALL PROVIDE THICKENED EDGE EXPANSION JOINT AROUND UTILITY

STRUCTURES. SEE DETAIL 1 ON DRAWING CS503.

7. ALL JOINT CHANGES SHALL BE APPROVED BY ENGINEER AND CONTRACTING OFFICER.

8. CONTRACTOR SHALL COORDINATE BOLLARD LOCATIONS AT ELECTRICAL EQUIPMENT PAD

WITH OMAHA PUBLIC POWER PER DETAILS 8.08.5 AND 8.08.6 ON SHEET E-503.

9. SEE DETAIL ON SHEET A-501 FOR BOLLARD DETAIL.

CS502CONCRETE SIDEWALK

CURB AND GUTTER CS502

ELEV: 94'-2"

R25 .00

R25.00'

R75.00'

3.93'

24" 4.23'

24" 4.27'

63.00' 63.00' 6.00'

.0 0'

18.50'

0' (T

R5.00'

R 8.00'

9.00'

0+00

1+00

2+00

3+00

4+00

15 16

25 24 34 35

37 45

24.00'

8.50'

7.00'

24' GATECS507

GATE OPERATOR

BUILDING

FF: 1051.50

ACCESSIBLE

PARKING SPACE

(TYP 7)CS506

PARKING

BLOCK (TYP)CS506

STOP SIGN

CROSSWALK

CS505

CS506

D R

CS507

SDI8C

SDI9B

SDI9A

FES11B

SDI1B

FES11A

SSMH-1G

BOLLARDS

PIV1

FES14B

FES14A

INSTALLATION

BOUNDARY SIGN (TYP 7)CS505

R5.00'

CURB TAPER

CS502

CURB TAPER CS502

SSMH-1H

SHEET NUMBER

SHEET TITLE

CLIENT

INFORMATION

PROJECT INFORMATION

JOB #

ISSUE DATE

Checked by Drawn by

Revisions

ID Date Description

E as t M ai n, S ui te

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-4

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Bellevue Readiness Center S. 25th and Capehart Rd., Bellevue, NE

18-0061 02-25-2021

N . 1

3t h

St re et , S ui te

O m ah a, N E

W ar d

Pa rk w ay

Ka ns as C ity , M

Nebraska National Guard

SITE PLAN 1

CS101

1 SCALE: AS SHOWN

SCALE IN FEET

20'10' 40'

SITE PLAN 1

C H

F O

R C

O N

MATCHLINE: SEE CS104 FOR CONTINUATION

B M

101 102 103

104 105 106

KEY PLAN

NOT TO SCALE

LEGEND:

HEAVY DUTY

CONCRETE PAVEMENT CS501

CS501

SECURITY FENCE

LIGHT DUTY

CONCRETE PAVEMENT

CS501AGGREGATE SURFACE

CS504

CS502CONCRETE SIDEWALK

NOTE:

1. SEE SHEET CS100 FOR GENERAL SITE AND

PAVING NOTES.

CURB AND GUTTER CS502

R 8.00'

R8 .0

0' R25.00'

R20.00'

R 20.00'

.0 0'

R368.00'

24.00'

10.00'

R25.00'

R35.00'

24.00'

14.00' 22.00'

63.00'

30.00'

10.00'

34.65'

42.50' 20.00'

20.00'

5.00'

15.00'

5.00'

11.00'

5.00'

R20.00'

R 20.00'

5+00

6+00 7+00

8+00

9+00

75 77

143 142

6.50'

5.00'

13.00'

9.00'

BUILDING

FF: 1051.50

RETAINING

WALL

DUMPSTER ENCLOSURE

SEE ARCHITECTURAL

SDMH1

SDI1A

SDI3C

SDI2A

SDI2B

SDI3B

FES1

FES2

SSMH-2E

SSMH-2D

SSMH-7A

SSMH-2C

SSMH-2B

GRASS SHOULDER

MOW STRIPCS501

SHEET NUMBER

SHEET TITLE

CLIENT

INFORMATION

PROJECT INFORMATION

JOB #

ISSUE DATE

Checked by Drawn by

Revisions

ID Date Description

E as t M ai n, S ui te

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Bellevue Readiness Center S. 25th and Capehart Rd., Bellevue, NE

18-0061 02-25-2021

N . 1

3t h

St re et , S ui te

O m ah a, N E

W ar d

Pa rk w ay

Ka ns as C ity , M

Nebraska National Guard

SITE PLAN 2

CS102

1 SCALE: AS SHOWN

SCALE IN FEET

20'10' 40'

SITE PLAN 2

C H

F O

R C

O N

MATCHLINE: SEE CS105 FOR CONTINUATION

C H

F O

R C

O N

B M

101 102 103

104 105 106

KEY PLAN

NOT TO SCALE

LEGEND:

HEAVY DUTY

CONCRETE PAVEMENT CS501

CS501

SECURITY FENCE

LIGHT DUTY

CONCRETE PAVEMENT

CS501AGGREGATE SURFACE

CS502CONCRETE SIDEWALK

NOTE:

1. SEE SHEET CS100 FOR GENERAL SITE AND

PAVING NOTES.

CURB AND GUTTER

CS504

CS502

R100.00'

R110.00'

10.00'

151149

GRASS SHOULDER

MOW STRIP CS501

SHEET NUMBER

SHEET TITLE

CLIENT

INFORMATION

PROJECT INFORMATION

JOB #

ISSUE DATE

Checked by Drawn by

Revisions

ID Date Description

E as t M ai n, S ui te

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Bellevue Readiness Center S. 25th and Capehart Rd., Bellevue, NE

18-0061 02-25-2021

N . 1

3t h

St re et , S ui te

O m ah a, N E

W ar d

Pa rk w ay

Ka ns as C ity , M

Nebraska National Guard

SITE PLAN 3

CS103

1 SCALE: AS SHOWN

SCALE IN FEET

20'10' 40'

SITE PLAN 3

MATCHLINE: SEE CS106 FOR CONTINUATION

C H

F O

R C

O N

B M

101 102 103

104 105 106

KEY PLAN

NOT TO SCALE

LEGEND:

HEAVY DUTY

CONCRETE PAVEMENT CS501

CS501

SECURITY FENCE

LIGHT DUTY

CONCRETE PAVEMENT

CS501AGGREGATE SURFACE

CS502CONCRETE SIDEWALK

NOTE:

1. SEE SHEET CS100 FOR GENERAL SITE AND PAVING NOTES.

CURB AND GUTTER

CS504

CS502

18.50'10 .0

0' (T

63.00' 63.00' 6.00'

6.00'

R5.0 0'

R5.00'

178 175

162 163

166 167

170169

ACCESSIBLE

PARKING SPACE

(TYP 7)CS506

PARKING

BLOCK (TYP)CS506

.5 0'

D D

SDI8B

SDI8A

FES8

SSMH-1F

VLV10

INSTALLATION

BOUNDARY SIGN (TYP 6)CS505

SHEET NUMBER

SHEET TITLE

CLIENT

INFORMATION

PROJECT INFORMATION

JOB #

ISSUE DATE

Checked by Drawn by

Revisions

ID Date Description

E as t M ai n, S ui te

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Li nc ol n

Bellevue Readiness Center S. 25th and Capehart Rd., Bellevue, NE

18-0061 02-25-2021

N . 1

3t h

St re et , S ui te

O m ah a, N E

W ar d

Pa rk w ay

Ka ns as C ity , M

Nebraska National Guard

SITE PLAN 4

CS104

1 SCALE: AS SHOWN

SCALE IN FEET

20'10' 40'

SITE PLAN 4

C H

F O

R C

O N

MATCHLINE: SEE CS101 FOR CONTINUATION

B M

101 102 103

104 105 106

KEY PLAN

NOT TO SCALE

LEGEND:

HEAVY DUTY

CONCRETE PAVEMENT CS501

CS501

SECURITY FENCE

LIGHT DUTY

CONCRETE PAVEMENT

CS501AGGREGATE SURFACE

CS502CONCRETE SIDEWALK

NOTE:

1. SEE SHEET CS100 FOR GENERAL SITE AND

PAVING NOTES.

CURB AND GUTTER

CS504

CS502

R20.00'

5.00'

15.00'

10.00'

5.00'

R 20.00'

.0 0'

R20.00'

R 15.00'

R20.00'

10.00'

24.00'

234231

212209

202 206

R435.00'

BUILDING

FF: 1051.50

BUILDING

FF: 1051.50

RETAINING WALL

24' GATE

CS507

BASE BID SECURITY FENCE

(IF BID OPTION 3 IS AWARDED, SEE

SHEET CS903 FOR FENCE MODIFICATION)

D SDI3A

FES4

FES3

FES10B

FES10A

SSMH-1E

SSMH-1D

SSMH-2A

SSMH-1C

SSMH-1B

GRASS SHOULDER

MOW STRIP CS501

MOW STRIP

CS501

SHEET NUMBER

SHEET TITLE

CLIENT

INFORMATION

PROJECT INFORMATION

JOB #

ISSUE DATE

Checked by Drawn by

Revisions

ID Date Description

E as t M ai n, S ui te

Ve rm illi on S

Ph on e

Ve rm ill io n

N S tre et

, S ui te

Li nc ol n N

Ph on e

-4

-9

Fa x

Li nc ol n

Bellevue Readiness Center S. 25th and Capehart Rd., Bellevue, NE

18-0061 02-25-2021

N . 1

3t h

St re et , S ui te

O m ah a, N E

W ar d

Pa rk w ay

Ka ns as C ity , M

Nebraska National Guard

SITE PLAN 5

CS105

1 SCALE: AS SHOWN

SCALE IN FEET

20'10' 40'

SITE PLAN 5

C H

F O

R C

O N

MATCHLINE: SEE CS102 FOR CONTINUATION

C H

F O

R C

O N

B M

101 102 103

104 105 106

KEY PLAN

NOT TO SCALE

LEGEND:

HEAVY DUTY

CONCRETE PAVEMENT CS501

CS501

SECURITY FENCE

LIGHT DUTY

CONCRETE PAVEMENT

CS501AGGREGATE SURFACE

CS502CONCRETE SIDEWALK

NOTE:

1. SEE SHEET CS100 FOR GENERAL SITE AND PAVING NOTES.

CURB AND GUTTER

CS504

CS502

EX SSMH1A

SDDI13A

MOW STRIP CS501

SHEET NUMBER

SHEET TITLE

CLIENT

INFORMATION

PROJECT INFORMATION

JOB #

ISSUE DATE

Checked by Drawn by

Revisions

ID Date Description

E as t M ai n, S ui te

Ve rm illi on S

Ph on e

Ve rm ill io n

N S tre et

, S ui te

Li nc ol n N

Ph on e

-4

-9

Fa x

Li nc ol n

Bellevue Readiness Center S. 25th and Capehart Rd., Bellevue, NE

18-0061 02-25-2021

N . 1

3t h

St re et , S ui te

O m ah a, N E

W ar d

Pa rk w ay

Ka ns as C ity , M

Nebraska National Guard

SITE PLAN 6

CS106

1 SCALE: AS SHOWN

SCALE IN FEET

20'10' 40'

SITE PLAN 6

MATCHLINE: SEE CS103 FOR CONTINUATION

C H

F O

R C

O N

MATCHLINE: SEE CS107 FOR CONTINUATION

B M

101 102 103

104 105 106

KEY PLAN

NOT TO SCALE

LEGEND:

HEAVY DUTY

CONCRETE PAVEMENT CS501

CS501

SECURITY FENCE

LIGHT DUTY

CONCRETE PAVEMENT

CS501AGGREGATE SURFACE

CS502CONCRETE SIDEWALK

NOTE:

1. SEE SHEET CS100 FOR GENERAL SITE AND PAVING NOTES.

CURB AND GUTTER

CS504

CS502

EX SDMH1

SHEET NUMBER

SHEET TITLE

CLIENT

INFORMATION

PROJECT INFORMATION

JOB #

ISSUE DATE

Checked by Drawn by

Revisions

ID Date Description

E as t M ai n, S ui te

Ve rm illi on S

Ph on e

Ve rm ill io n

N S tre et

, S ui te

Li nc ol n N

Ph on e

-4

-9

Fa x

Li nc ol n

Bellevue Readiness Center S. 25th and Capehart Rd., Bellevue, NE

18-0061 02-25-2021

N . 1

3t h

St re et , S ui te

O m ah a, N E

W ar d

Pa rk w ay

Ka ns as C ity , M

Nebraska National Guard

SITE PLAN 7

CS107

1 SCALE: AS SHOWN

SCALE IN FEET

20'10' 40'

SITE PLAN 7

MATCHLINE: SEE CS106 FOR CONTINUATION

B M

101 102 103

104 105 106

KEY PLAN

NOT TO SCALE

LEGEND:

HEAVY DUTY

CONCRETE PAVEMENT CS501

CS501

SECURITY FENCE

LIGHT DUTY

CONCRETE PAVEMENT

CS501AGGREGATE SURFACE

CS502CONCRETE SIDEWALK

NOTE:

1. SEE SHEET CS100 FOR GENERAL SITE AND PAVING NOTES.

CURB AND GUTTER

CS504

CS502

COORDINATES

No.

NORTHING

496284.61

496375.46

496373.56

496375.68

496405.95

496377.28

496324.26

496313.34

496302.38

496278.38

496263.29

496252.52

496240.52

496199.77

496197.67

496197.90

496203.49

496207.46

496208.42

496213.42

496213.68

496233.16

496236.39

496258.45

496257.11

496282.07

496286.07

496214.52

496214.23

496213.48

496218.47

496218.21

496237.68

496259.73

496261.07

496286.03

496290.03

496313.99

496323.83

496327.45

496319.46

496331.84

496318.85

496294.89

496295.40

496270.44

496217.29

496210.35

496203.05

496194.06

496059.62

496042.73

496042.09

496049.00

496054.75

496054.46

496044.47

496044.77

496014.49

496013.50

EASTING

2757209.33

2757235.74

2757237.85

2757239.97

2757268.58

2757312.75

2757272.96

2757273.55

2757316.77

2757317.33

2757276.08

2757276.73

2757277.45

2757246.43

2757244.52

2757248.78

2757321.34

2757406.38

2757424.35

2757424.09

2757429.08

2757428.04

2757488.45

2757487.27

2757462.30

2757460.96

2757460.75

2757538.19

2757532.70

2757518.72

2757518.45

2757513.46

2757510.41

2757511.23

2757536.20

2757534.86

2757534.64

2757533.36

2757642.10

2757634.97

2757635.40

2757623.38

2757624.07

2757625.36

2757634.89

2757636.22

2757634.98

2757635.36

2757630.74

2757631.22

2757637.51

2757638.41

2757626.60

2757626.23

2757546.75

2757541.26

2757541.80

2757547.29

2757542.90

2757524.43

COORDINATES

No.

NORTHING

495998.76

495993.09

495994.62

495985.12

495982.94

495988.33

495987.10

495980.79

496328.19

496320.20

496271.77

496272.53

496274.13

496275.31

496276.83

496301.13

496302.16

496327.09

496335.08

496331.46

496335.82

496327.83

496319.91

496324.65

496358.32

496323.68

496317.49

496155.37

496070.85

495983.08

495986.15

495968.32

495934.79

495935.66

496006.80

495980.05

495963.11

495953.41

495970.86

495991.85

496009.52

496056.34

496111.59

496118.74

496119.81

496121.68

496185.00

496252.72

496252.79

496247.06

496263.29

496252.02

496277.61

496261.68

496278.44

496305.53

496285.88

496269.12

496240.86

496232.48

EASTING

2757549.75

2757556.07

2757584.59

2757587.69

2757581.04

2757579.28

2757556.39

2757550.72

2757648.80

2757649.23

2757661.19

2757675.25

2757705.13

2757727.09

2757755.63

2757760.76

2757760.98

2757777.74

2757777.31

2757784.45

2757791.15

2757791.58

2757868.08

2757956.50

2758117.44

2758158.06

2758149.47

2758206.30

2758139.19

2758061.37

2758041.60

2758032.54

2758032.30

2758030.58

2757956.80

2757943.21

2757934.60

2757929.67

2757895.32

2757886.51

2757885.57

2757883.06

2757880.10

2757879.71

2757899.68

2757936.45

2758033.70

2758008.28

2758008.23

2758051.63

2758039.94

2758023.42

2757967.47

2757955.37

2757944.46

2757904.62

2757900.91

2757911.82

2757868.41

2757873.87

COORDINATES

No.

NORTHING

496211.53

496210.19

496209.65

496193.98

496195.71

496158.15

496174.67

496193.45

496192.79

496172.76

496170.90

496203.36

496215.20

496218.01

496248.42

496213.34

496210.26

496213.25

496212.40

496211.22

496209.61

496208.86

496208.54

496204.55

496213.37

496218.36

496237.21

496245.39

496222.07

496145.14

496120.41

496116.91

495990.19

495986.29

495984.34

495758.11

495759.07

495754.08

495754.34

495734.87

495739.15

495758.62

495758.89

495763.89

495764.88

495765.17

495903.66

495904.65

495908.52

495914.83

495922.05

495916.36

495926.14

495927.59

495920.82

495926.49

495499.19

495499.38

495518.50

495536.91

EASTING

2757887.51

2757862.54

2757852.56

2757863.41

2757895.62

2757876.75

2757876.71

2757853.43

2757841.17

2757841.08

2757806.48

2757804.74

2757838.80

2757838.65

2757854.11

2757804.21

2757746.60

2757746.44

2757730.47

2757708.50

2757678.54

2757664.56

2757658.54

2757658.75

2757655.22

2757654.95

2758263.78

2758269.53

2758311.42

2758325.23

2758299.99

2758309.36

2758251.39

2758260.61

2758265.22

2757430.46

2757448.44

2757448.70

2757453.70

2757454.74

2757534.63

2757533.58

2757538.58

2757538.31

2757556.78

2757562.27

2757530.32

2757548.79

2757554.59

2757560.26

2757582.83

2757588.79

2757590.85

2757584.00

2757559.94

2757553.63

2757852.85

2757852.92

2757859.56

2757867.94

COORDINATES

No.

NORTHING

495537.10

495538.43

495563.58

495550.33

495552.71

495529.02

495665.68

495858.10

495863.68

495864.38

495859.43

495860.13

495855.40

495848.83

495855.33

495850.30

495865.10

495869.83

495909.33

495914.28

495904.44

495905.78

495915.68

495915.96

495864.39

495861.39

495846.42

495841.42

495852.33

495854.60

495857.91

495884.65

495903.86

495901.59

495918.31

495918.72

495916.96

495909.72

495871.06

495857.21

495856.47

495847.41

495838.63

495840.27

495811.89

495794.06

495785.00

495838.80

495836.54

495829.74

495847.57

495843.12

495797.75

495806.67

495802.38

495793.22

495786.44

496229.98

496012.81

495900.53

EASTING

2757868.03

2757855.47

2757868.02

2757894.18

2757889.42

2757877.78

2757666.20

2757655.89

2757695.19

2757700.15

2757700.85

2757705.80

2757707.41

2757697.30

2757707.21

2757707.67

2757735.80

2757734.19

2757849.79

2757849.09

2757850.96

2757860.39

2757858.99

2757860.96

2757868.27

2757860.49

2757859.62

2757859.32

2757878.32

2757873.87

2757881.16

2757894.74

2757898.89

2757903.35

2757900.03

2758021.98

2758023.24

2758041.89

2758037.69

2757990.72

2757994.39

2758012.22

2757985.33

2757982.12

2757971.74

2757962.68

2757980.51

2758034.77

2758039.23

2758052.60

2758061.66

2758059.39

2758159.73

2758164.26

2758173.29

2758168.64

2758170.95

2757628.84

2757549.00

2757555.02

COORDINATES

No.

NORTHING

496337.51

496332.16

496326.81

496350.86

496227.04

496127.17

496027.31

495927.44

495827.58

495727.72

495699.23

495692.24

495685.26

496037.74

EASTING

2757587.53

2757487.67

2757387.81

2757286.97

2757293.60

2757298.81

2757304.02

2757309.24

2757314.45

2757319.66

2757417.32

2757517.08

2757616.84

2757709.61

SHEET NUMBER

SHEET TITLE

CLIENT

INFORMATION

PROJECT INFORMATION

JOB #

ISSUE DATE

Checked by Drawn by

Revisions

ID Date Description

E as t M ai n, S ui te

Ve rm illi on S

Ph on e

Ve rm ill io n

N S tre et

, S ui te

Li nc ol n N

Ph on e

-4

-9

Fa x

Li nc ol n

Bellevue Readiness Center S. 25th and Capehart Rd., Bellevue, NE

18-0061 02-25-2021

N . 1

3t h

St re et , S ui te

O m ah a, N E

W ar d

Pa rk w ay

Ka ns as C ity , M

Nebraska National Guard

COORDINATE

POINT TABLES

CS108

CLIENT

INFORMATION

PROJECT INFORMATION

JOB #

ISSUE DATE

Checked by Drawn by

Revisions

ID Date Description

E as t M ai n, S ui te

Ve rm illi on S

Ph on e

Ve rm ill io n

N S tre et

, S ui te

Li nc ol n N

Ph on e

-4

-9

Fa x

Li nc ol n

Bellevue Readiness Center S. 25th and Capehart Rd., Bellevue, NE

18-0061 02-25-2021

N . 1

3t h

St re et , S ui te

O m ah a, N E

W ar d

Pa rk w ay

Ka ns as C ity , M

Nebraska National Guard

SITE DETAILS 1

CS501

8" PORTLAND CEMENT CONCRETE (PCC)

6" CRUSHED ROCK

12" COMPACTED SUBGRADE

1/2" WIRE SPACING

OR 3" MAX

NOTES:

1. SHADED SLABS OR SLABS INDICATED WITH THE LETTER "R" ON THE JOINT

LAYOUT PLAN SHALL BE REINFORCED WITH STEEL REBAR OR WELDED WIRE

FABRIC OF THE SIZES SHOWN. OTHER WELDED WIRE FABRIC SIZES MAY BE

USED PROVIDED THE STEEL AREA (SQUARE INCHES PER FOOT) IN THE

LONGITUDINAL AND TRANSVERSE DIRECTIONS IS EQUAL TO OR EXCEEDS THAT

SHOWN IN TABLE 1.

2. WELDED WIRE FABRIC OR REBAR SHALL BE OVERLAPPED FOR A DISTANCE

EQUAL TO AT LEAST ONE SPACING OF THE WIRE IN THE FABRIC OR 32 WIRE

DIAMETERS, WHICHEVER IS GREATER. THE WIRES IN THE LAP SHALL BE WIRED

OR OTHERWISE SECURELY FASTENED TO PREVENT SEPARATION DURING

CONCRETE PLACEMENT.

TABLE 1

PAVEMENT

THICKNESS

(INCHES)

MINIMUM REQUIRED AREA OF STEEL

(SQ. INCHES/FOOT) WELDED WIRE FABRIC

6-8 0.048 6x6-W2.9xW2.9

PAVEMENT

JOINT OR EDGESHADED SLABS OR SLABS WITH

LETTER "R" ON JOINT PLANS ARE

REINFORCED. SEE TABLE FOR SIZE

AND SPACING OF REINFORCEMENT

T/4 + 1"

DOWEL BAR.

SEE DETAIL D3/CS502

TABLE 1

REINFORCED CONCRETE

PAVEMENT WHERE INDICATED

SEE DETAIL 4 THIS SHEET

SCALE: N.T.S.

HEAVY DUTY CONCRETE PAVEMENT1

SCALE: N.T.S.

REINFORCED CONCRETE PAVEMENT4

8" AGGREGATE SURFACE

12" COMPACTED SUBGRADE

GEOTEXTILE FABRIC

SCALE: N.T.S.

AGGREGATE SURFACE3

24"

7' SECURITY FENCE

SCALE: N.T.S.

MOW STRIP5

CS501

6" PORTLAND CEMENT CONCRETE (PCC)

6" CRUSHED ROCK

12" COMPACTED SUBGRADE

REINFORCED CONCRETE

PAVEMENT WHERE INDICATED

SEE DETAIL 4 THIS SHEET

SCALE: N.T.S.

LIGHT DUTY CONCRETE PAVEMENT6

24"

CLIENT

INFORMATION

PROJECT INFORMATION

JOB #

ISSUE DATE

Checked by Drawn by

Revisions

ID Date Description

E as t M ai n, S ui te

Ve rm illi on S

Ph on e

Ve rm ill io n

N S tre et

, S ui te

Li nc ol n N

Ph on e

-4

-9

Fa x

Li nc ol n

Bellevue Readiness Center S. 25th and Capehart Rd., Bellevue, NE

18-0061 02-25-2021

N . 1

3t h

St re et , S ui te

O m ah a, N E

W ar d

Pa rk w ay

Ka ns as C ity , M

Nebraska National Guard

SITE DETAILS 2

CS502

JOINT SPACING FOR STRAIGHT RUNS

WALK

WIDTH

CONTRACTION JOINT SPACING EXPANSION

JOINT SPACING

TRANSVERSE LONGITUDINAL

5' 4' NOT REQUIRED 80' MAX

SIDEWALK JOINT DETAIL

SECTION A-AEXPANSION JOINT

SAWED CONTRACTION JOINT

1/2"

K D

3/16"

LIGHT BROOM

FINISH (TYP)

SAWED

CONTRACTION

JOINT (TYP)

VARIES - SEE GRADING PLANS

NOTES:

1. TRANSVERSE EXPANSION JOINTS SHALL BE CONTINUOUS THROUGH BOTH WALK AND CURB

WHERE WALK ABUTS CONCRETE CURB AND GUTTER TRANSVERSELY.

2. EXPANSION JOINTS SHALL NOT BE REQUIRED BETWEEN CURBS THAT ABUT THE SIDEWALK

LONGITUDINALLY.

3. SEE SPECIFICATION SECTION 32 16 13.

4. NO TOOLED JOINTS - SIDEWALKS TO BE SMOOTH AND LIMIT BUMPS DUE TO CART MOVEMENTS.

BACKER ROD

PREFORMED

NON-EXTRUDING

JOINT FILLER

JOINT SEALANT

4" CONCRETE

6" GCA BASE COURSE

6" COMPACTED SUBGRADE (95%)

EXPANSION

JOINT (TYP)

1" M

1/8" MIN

SEE SITE PLANS

1/ 8"

1/2" MAX WIDTH

1 CONCRETE SIDEWALK

SCALE: N.T.S.

0.6L

MIN

THICKNESS OF

SLAB (T)

8"-11.5" 1 1/4" 18" 12"

DOWEL BAR (D) SIZE -TABLE 1

NOTES:

1. WHEN DOWELED JOINTS ARE REQUIRED BETWEEN PAVEMENTS OF

DIFFERING THICKNESS, THE DOWELS SHALL BE SIZED FOR THE THINNER

SECTION, AND PLACED AT T/2 ± D/2 OF THE THINNER PAVEMENT.

DOWELS WELDED

ALTERNATELY TO

TOP SPACER BARS

0.362" DIA "VEE" LEG

CHAIRS WELDED AT

ALL INTERSECTIONS

TO TOP AND BOTTOM

SPACER BAR

0.177" DIA SPREADER WIRES

WELDED TO TOP SPACER

BARS 3 PER ASSEMBLY TO

BE CLIPPED AFTER STAKING

0.362" DIA BOTTOM

SPACER BARS

WELDED TO LEG

CHAIRS - 2 PER

ASSEMBLY

0.362" DIA TOP SPACER

BARS WELDED TO LEG

CHAIRS - 2 PER ASSEMBLY

DOWEL JOINT

ENSURE DOWEL BAR

ASSEMBLY IS SECURELY

FASTENED TO THE BASE

COURSE MATERIAL TO

PREVENT FLOATING

TYPE A1 DOWEL BAR LOCATION AND SIZE5TYPE A1 - DOWEL BAR…

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File details come from the government source that posted it. Updated Apr 30, 2021.