Attachment 2 CLIN A Drawings-PHASE 1.pdf

USDA

VICINITY MAP (1" = 0.4 MILES)

NATIONAL BIO AND AGRO DEFENSE FACILITY (NBAF)

1980 DENISON AVENUE

MANHATTAN, KS 66502

INDEX OF DRAWINGS

CLIN "A" - NORTH GATE

TITLE SHEET

T-101

GENERAL NOTES:

1. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO PERFORMING

WORK OR FABRICATION OR PURCHASE OF EQUIPMENT, MATERIALS, AND ASSEMBLIES. ANY DEVIATIONS SHALL BE BROUGHT TO THE CONTRACTING OFFICER'S ATTENTION FOR RESOLUTION BEFORE PROCEEDING WITH ANY

CONSTRUCTION, FABRICATION, OR EQUIPMENT PURCHASE.

2. THE FACILITY WILL REMAIN IN OPERATION DURING ALL PHASES OF CONSTRUCTION. ALL MEANS OF EGRESS

MUST REMAIN FREE AND CLEAR.

3. COORDINATE CONSTRUCTION ACCESS AND STAGING AREA(S) WITH CONTRACTING OFFICER PRIOR TO

COMMENCING WORK.

U.S. DEPARTMENT OF AGRICULTURE

AGRICULTURAL RESEARCH SERVICE

SITE SECURITY IMPROVEMENTS DESIGN

CONTRACT NO: 12805B23D0001

NATIONAL BIO AND AGRO DEFENSE FACILITY (NBAF)

MANHATTAN, KANSAS

SHEET NO. DRAWING NO. TITLE

T-101 1 OF 30 CLIN "A" - NORTH GATE TITLE SHEET

T-102 2 OF 30 CLIN "A" - GENERAL NOTES

V-101 3 OF 30 SURVEY PLAN - CLIN "A"

C-101 4 OF 30 DEMO PLAN - CLIN "A"

C-201 5 OF 30 SITE PLAN - CLIN "A"

C-501 6 OF 30 CLIN "A" - DETAILS

C-502 7 OF 30 CLIN "A" - DETAILS

C-503 8 OF 30 CLIN "A" - DETAILS

C-504 9 OF 30 CLIN "A" - DETAILS

C-505 10 OF 30 CLIN "A" - DETAILS

C-506 11 OF 30 CLIN "A" - DETAILS

C-507 12 OF 30 CLIN "A" - DETAILS

A-101 13 OF 30 CLIN "A" TRANSHIPPING PARTIAL FLOOR PLAN

A-201 14 OF 30 CLIN "A" TRANSSHIPPING FLOOR PLANS

E000 15 OF 30 ELECTRICAL LEGEND

E600 16 OF 30 CLIN A - PANEL SCHEDULES

ES100 17 OF 30 CLIN A - SITE CAMERA AND CALLOUT PLAN

EL100 18 OF 30 CLIN A - SITE LIGHTING RELOCATION

EP100 19 OF 30 CLIN A - SITE POWER AND RACEWAY PLAN

EP101 20 OF 30 CLIN A - FIRST FLOOR RACEWAY PENETRATIONS

EP102 21 OF 30 CLIN A - BASEMENT RACEWAY PENETRATIONS

EY100 22 OF 30 CLIN A - ECPN ODDS SYSTEM ELECTRICAL PLAN

EP500 23 OF 30 CLIN A - ODDS WRONG WAY LOOP

EY101 24 OF 30 CLIN A TRANSSHIPPING SECURITY ROOM ELECTRICAL MODIFICATIONS

EY500 25 OF 30 CLIN A - OVERALL SITE CAMERA AND PEDESTAL PLAN

EY501 26 OF 30 CLIN A - PEDESTAL AND GATE OPERATOR DETAILS

EY502 27 OF 30 CLIN A - CAMERA POLE DETAILS

EY503 28 OF 30 CLIN A - NET ARRESTOR - CONDUIT AND CABLING DETAILS

EY504 29 OF 30 CLIN A - ODDS SENSOR AND HORN DETAILS

EY505 30 OF 30 CLIN A - ODDS WRONG WAY LOOP

U

D A

S

PROJECT LOCATION

PROJECT

LOCATION

PROJECT LOCATION

LOCATION MAP (1" = 60 MILES)

lhenderson Chip NBAF 8

Jonathan.Lagerquist Text Box ONLY SPECIFIC PORTIONS OF THIS CLIN ARE INCLUDED IN THE SCOPE OF WORK. THOSE AREAS WILL BE CLOUDED AND NOTED AS SUCH.

CLIN "A" - GENERAL NOTES

T-102

U

D

DEMOLITION NOTES

D-1 PROTECT ASSETS AND FINISHES NOT SHOWN TO BE REMOVED. ANY DAMAGE CAUSED BY

CONSTRUCTION OPERATIONS SHALL BE REPAIRED TO MATCH THE EXISTING CONDITIONS AT NO

COST TO THE GOVERNMENT.

D-2 AT A MINIMUM, PROVIDE 4' TALL TEMPORARY ORANGE HIGH DENSITY POLYETHYLENE SAFETY

FENCE TO ISOLATE HAZARD AND CONSTRUCTION FROM UNAUTHORIZED ACCESS.

D-3 CARE SHALL BE TAKEN IN ALL OPEN SUBGRADES TO PREVENT DETERIORATION CAUSED BY

WEATHER. DEWATER ALL OPEN SUBGRADES AS REQUIRED TO MAINTAIN STABILITY.

D-4 AT A MINIMUM, PROVIDE TEMPORARY TRAFFIC CONTROL AS REQUIRED FOR PHASING AND

CONSTRUCTION. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE MANUAL OF

UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).

D-5 THE CONTRACTOR SHALL CONTROL THE SPREAD OF DUST AND IRRITANTS TO OTHER SPACES, ADJACENT BUILDINGS AND OUTSIDE OF DESIGNATED WORK AREAS.

D-6 THE CONTRACTOR SHALL PROVIDE CLEAN, STRAIGHT, NEAT CUTS FOR DEMOLITION THAT MINIMIZE

IMPACTS AND ADVERSE EFFECTS ON EXISTING FINISHES. COORDINATE THE LOCATION OF THE

CUTS TO ACCOMMODATE FINAL FINISHES.

D-7 WHERE NEW WORK IMPACTS RIGID PAVEMENT, CURB, OR CONCRETE WALKS, THE CONCRETE

SHALL BE SAW-CUT AND REMOVED AND REPLACED TO THE NEAREST CONTROL OR EXPANSION

JOINT, BE REPLACED LIKE-IN-KIND AND HAVE THE JOINT SEALED.

GENERAL NOTES

GN-1 THESE GENERAL NOTES ARE NOT INTENDED TO REPLACE THE PROJECT SPECIFICATIONS.

REVIEW ALL PROJECT DOCUMENTS PRIOR TO START OF CONSTRUCTION. REPORT ANY

DISCREPANCIES TO CONTRACTING OFFICER PRIOR TO PROCEEDING WITH WORK. DIMENSIONS

RELATING TO EXISTING CONSTRUCTION ARE TO BE FIELD VERIFIED. THE CONTRACTOR SHALL

IMMEDIATELY COMMUNICATE, IN WRITING TO THE CONTRACTING OFFICER, CONCERNS WHERE

THEY BELIEVE DESIGN DOCUMENTS ARE INSUFFICIENT, INADEQUATE OR INCORRECT FOR

PERFORMING THE CONSTRUCTION WORK.

GN-2 EXISTING UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATIONS AS LOCATED AT THE TIME

OF THE DESIGN SITE VISIT.

AT THE BEGINNING OF THE PROJECT AND PRIOR TO ORDERING MATERIALS:

· THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION

OF EXISTING UTILITIES ON SITE.

· WHERE NEW WORK IS INDICATED TO CROSS EXISTING UTILITIES, THE CONTRACTOR

SHALL ANTICIPATE RELOCATING THE EXISTING SERVICE TO ACCOMMODATE THE NEW

INSTALLATION.

· THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES AND DETERMINE THE

POINTS OF CONNECTIONS (SUCH AS WATER, SEWER, ELECTRIC, GAS, COMMUNICATION

AND STORM DRAINAGE).

· THE CONTRACTOR SHALL PERFORM A FULL LOCATION ALONG THE LENGTH OF ANY

GRAVITY UTILITY ALIGNMENT TO DETERMINE IF THERE ARE OBSTRUCTIONS THAT

PREVENT THE CONSTRUCTION OF THE PLANNED DESIGN.

DOCUMENT ALL FINDINGS AND PROVIDE TO THE CONTRACTING OFFICER PRIOR TO BEGINNING

CONSTRUCTION.

GN-3 COORDINATE CIVIL WORKS AND OTHER TRADES.

GN-4 ALL DETAILS AND SECTIONS ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE

CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT EXCEPT

WHERE A SEPARATE DETAIL IS SHOWN.

GN-5 THE CONTRACTOR SHALL TAKE CARE, BY THE USE OF GRADING, DIVERSION AND DEWATERING, TO PREVENT PONDING OF WATER ON SITE IN AREAS OF OPEN TRENCHES AND

STRUCTURAL/PAVEMENT SUBGRADES.

GN-6 THE CONTRACTOR SHALL PROVIDE AS-BUILT DRAWINGS OF ALL OF THE NEW UTILITIES AND

SERVICE, SITE FEATURES AND CHANGES MADE DURING THE WORK.

GN-7 PRODUCTS SHALL BE INSTALLED PER MORE STRINGENT REQUIREMENTS OF THE DESIGN

DOCUMENTS OR THE MANUFACTURER'S PRINTED INSTRUCTIONS FOR THE INDICATED

APPLICATION. THESE INSTRUCTIONS SHALL BE MAINTAINED ON SITE FOR THE DURATION OF THE

INSTALLATION AT A MINIMUM.

GN-8 AT THE COMPLETION OF GRADING, THE CONTRACTOR SHALL RESPREAD 4" OF TOP SOIL ON ALL

DISTURBED UNIMPROVED LAWN AREAS, AS REQUIRED TO ESTABLISH VEGETATIVE COVER. AT

THE COMPLETION OF THE PROJECT, HAUL EXCESS SOIL OFF SITE.

GN-9 TEMPORARY SEED OR STABILIZE ALL AREAS OF EXPOSED EARTH THAT ARE PLANNED TO BE

UNFINISHED OR UNWORKED FOR A PERIOD EXCEEDING 14 DAYS.

GN-10 ALL DE-WATERING AND WASH-WATER SHALL BE PRE-TREATED WITH AN ACCEPTED MANAGEMENT

PRACTICE PRIOR TO BEING DISCHARGED INTO A STORMWATER CONVEYANCE.

PHASING NOTES

PH-1 THE CONTRACTOR SHALL PROVIDE A SCHEDULE OF CONSTRUCTION TO THE CONTRACTING

OFFICER PRIOR TO BEGINNING CONSTRUCTION. DETAILS SHALL BE PROVIDED NOTING WHERE

CONSTRUCTION WILL OCCUR, SEQUENTIAL PHASING AND THE DURATION OF THE WORK TO BE

PERFORMED. THE SCHEDULE SHALL ALSO DETAIL THE LENGTHS OF ANTICIPATED

INTERRUPTIONS AND HOW THE CONTRACTOR WILL MINIMIZE INTERRUPTIONS TO THE

GOVERNMENT'S NORMAL OPERATIONS.

RECORD DRAWING NOTES:

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

DURATION OF THE PROJECT.

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

DOCUMENTING ANY CONTRACTING OFFICER APPROVED FIELD CONSTRUCTION REVISIONS TO

THE DESIGN DEPICTED ON APPROVED CONSTRUCTION DRAWINGS. THESE REVISIONS SHALL BE

USED TO PREPARE RECORD AS-BUILT DRAWINGS OF COMPLETED CONSTRUCTION.

RD-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.

SITE SECURITY DEVICE SCHEDULE

BASIS OF DESIGN OR APPROVED EQUAL

ITEM TYPE MANUFACTURER MODEL GENERAL DESCRIPTION ELECTRICAL REQUIREMENTS

1 M50 NET BARRIER BARRIER1 SYSTEMS B1 PREDATOR M50 M50 FREE SPANNING VEHICLE ARRESTOR (W/

HEATER AND DRAIN) FOUR 120V, 1∅

2 M50 CANTILEVER GATE TYMETAL / NASATKA TCGR-12 / NMSB CANTILEVER SECURITY VEHICULAR GATE -

3 CANTILEVER GATE OPERATOR HYSECURITY SLIDEDRIVER II SD200V

OPERATOR WITH LOOP AND OBSTRUCTION

DETECTION (INTEGRATE ACCESS CONTROL AND

REMOTE OPERATORS) W/ HEATER

480V, 3Ø

4 HORIZONTAL CRASH BEAM NASATKA NMSB XII HOR MANUAL HORIZONTAL PIVOT CRASH BEAM M50

RATED -

5 FENCING FABIC AMERISTAR WIREWORKS ANTI-CLIMB FENCING -

6 BOLLARD FENCING BACKUP TYMETAL TCF-CR-50P1 CRASH CABLE WITH RAILS -

7 PERIMETER FENCING AMERISTAR WIREWORKS NEW WORK SHALL BE PROVIDED WITH BOLLARD

FENCING BACKUP -

8 RADAR GLOBAL GRAB TECHNOLOGIES ODDS OVERSPEED AND DIRECTIONAL DETECTION

SYSTEM 120V, 1Ø

9 TURNSTILE ALVARADO MST FULL HEIGHT TURNSTILE 120V, 1Ø

10 ABA GATE ALVARADO MSG FULL HEIGHT SECURITY GATE 120V, 1Ø

11 OPTICAL SMARTER SECURITY DOOR DETECTIVE PLUS INFRARED OPTICAL SECURITY SENSOR 120V, 1Ø

SCALE: 1"=

020 2010

20'

WORK REQUIREMENTS NOTE:

A. WORK ON BOTH ACCESS LANES IS NOT PERMITTED SIMULTANEOUSLY. ALL WORK ON THE ENTRANCE ACCESS LANES SHALL BE COMPLETE AND RESTORED TO SERVICE PRIOR TO

BEGINNING CONSTRUCTION ON THE EXIT ACCESS LANES. A MINIMUM OF APPROXIMATELY HALF THE WIDTH OF THE EXIT ACCESS LANES SHALL BE MAINTAINED TO ACCOMMODATE

TRAFFIC AT ALL TIMES.

B. WORK ON GATE #3 AND GATE #4 SHALL NOT OCCUR SIMULTANEOUSLY. ALL WORK ON GATE #3 SHALL BE COMPLETE AND RESTORED TO SERVICE PRIOR TO BEGINNING CONSTRUCTION

ON GATE #4.

C. MAINTAIN A MINIMUM OF A 12' TRAVELED WAY THROUGH ALL GATES. METHODS MAY INCLUDE EITHER ROADWAY PLATES OR PHASED CONSTRUCTION.

D. THE CONTRACTOR SHALL PROVIDE A CONSTRUCTION SCHEDULE, WITH SEQUENCING/PHASING, TO THE CONTRACTING OFFICER FOR APPROVAL PRIOR TO BEGINNING WORK. THIS

SHALL DETAIL WORK PHASE AND SPECIFIC PERIOD OF TIME WHERE FUELING TRUCKS, TRASH HAULERS AND SIMILAR VEHICLES WILL BE ALLOWED IN A "WORKING DAY" PERIOD.

E. ALL WORK THAT REQUIRES BREACHING OF OPENINGS IN THE PERIMETER FENCING SHALL BE COORDINATED WITH THE CONTRACTING OFFICER. PRIOR TO REMOVING PERIMETER

FENCING, PROVIDE TEMPORARY SECURITY FENCING.

F. PRIOR TO THE COMPLETION OF CONSTRUCTION, ALL FENCING (ALTERED BY CONSTRUCTION) SHALL BE REPLACED, IN A SIMILAR LOCATION, TO MATCH THE EXISTING "LIKE-IN-KIND".

G. PROVIDE TRAFFIC CONTROL PER THE REQUIREMENTS OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, CURRENT EDITION.

ENTRANCE

ACCESS

LANES

EXIT

ACCESS

LANES

GATE

#1

GATE

#2

GATE

#3

GATE

#4

ENTRY CONTROL POINT - NORTH1

SCALE: 1" = 20'T-102

GUARD HOUSE

lhenderson Chip NBAF 8

Jonathan.Lagerquist Cloud

Jonathan.Lagerquist Callout ONLY THE INNER GATES / FENCE AND ASSOCIATED ELECTRICAL / DATA / CONTROLS ARE INCLUDED IN PHASE 1

2'X4' GRATE INLET

CONCRETE

RIM=1143.33

OUT(W) 12"CPP=1136.37

4' DIA AREA INLET

CONCRETE

RIM=1140.96

IN(NE) 12"CPP=1131.76

IN(S) 6"CPP=1131.91

OUT(E) 18"RCP=1131.31

TRENCH DRAIN

IN(E) 12"CPP=1133.74

OUT(SW) 12"CPP=1128.86

OUT(SW) 12"CPP=1128.85

AREA INLET

10" DIA

RIM=1140.06

OUT(NW) 6"CPP

9"X2.5' TRENCH DRAIN

RIM=1136.54

OUT(S) 6"CPP=1134.41

4' DIA. AREA INLET

CONCRETE

RIM=1138.17

IN(S) 6"CPP=1133.94

IN(E) 18"RCP=1132.99

IN(NE) 8"CPP=1132.67

OUT(SW) 24"RCP=1132.42

10" DIA. AREA INLET

PLASTIC

RIM=1139.40

OUT(W) 8"CPP=1135.15

18" RCP

8" CPP

6" CPP

6" C

PP

24" RCP

12" CPP

6" CPP

12"

CPP

12" CPP

" C

PP

" C

PP

18" RCP

1/2" X 24" REBAR

W/PINK CP CAP

ELEV=1145.382

N=320318.02 E=1714727.21

1/2" X 24" REBAR

W/PINK CP CAP

ELEV=1138.707

N=320296.59 E=1714325.99

EVERGY

SUBSTATION

NBAF

EVERGY SUBSTATION

NBAF DELIVERIES

STOP HERE

ON RED

TOBACCO FREE

CAMPUS

STOP HERE

ON RED

UTILITY VAULT

UTILITY VAULT

AREA INLET

1000 GALLON

FUEL TANK

UTILITY VAULT

WEDGE BARRIER

LIMESTONE

BARRIER (10)

AUTOMATIC GATE SERVO

GATE ARM

GATE ARM

WEDGE BARRIER

CONTROL BOX

UTILITY VAULT

" R

CP

HANDRAIL

LANDSCAPING

DETECTABLE WARNING

BM #63

RESERVED PARKING

VAN/CAR POOL VEHICLES ONLY

RESERVED PARKING HYBRID

AND FUEL EFFICIENT VEHICLES ONLY

1' STOP BAR

SIGNPOST ONLY

7 STEPS

GUARD HOUSE

BUILDING

5A1 AND B2

CONCRETE

RETAINING

WALL

LANDSCAPINGLANDSCAPING

FF=1136.81

FF=1140.80

FF=1140.81

FF=1141.05

ABA DOOR

OPENER

STAND PIPE

WHITE PIPE FROM

GAS BOX ENTERS

CONCRETE

RED PIPE FROM STAINLESS

STEEL BOX ENTERS CONCRETE

SIMPLEX GAS

SIMPLEX DIESEL

WHITE PIPE FROM GAS

BOX ENTERS CONCRETE

WHITE PIPE FROM DIESEL

BOX ENTERS CONCRETE

RED PIPE FROM STAINLESS

STEEL BOX ENTERS CONCRETE

U

D

SURVEY PLAN - CLIN "A"1

SCALE: 1" = 20'V-101

SCALE: 1" =

020 2010

20'

SURVEY PLAN - CLIN "A"

V-101

LEGEND

MONUMENT FOUND

PLATTED PER KANSAS STATE UNIVERSITY

ADDITION FINAL PLAT

MEASURED

CALCULATED

STREET SIGN

STEEL BOLLARD

CANOPY SUPPORT

LIGHT POLE

SPEAKER BOX

SPOT/FLOOD LIGHT

AIR CONDITIONING UNIT

ELECTRIC MANHOLE

UTILITY MANHOLE

GAS LINE RISER VALVE

UNDERGROUND GAS LINE

GAS PUMP

WATER LINE GATE VALVE

WATER SPIGOT

MONITOR WELL

SPRINKLER CONTROL BOX

FIRE HYDRANT

SANITARY SEWER MANHOLE

SANITARY SEWER CLEAN-OUT

SANITARY SEWER LINE

STORM SEWER MANHOLE

TELEPHONE MANHOLE

UNDERGROUND FIBER OPTIC CABLE

TRAFFIC CONTROL POLE

HANDICAP SIGN

HANDICAP PAINTED SYMBOL

GATE POST

WROUGHT IRON FENCE

WIRE FENCE

DECIDUOUS TREE W/ SIZE & DRIP LINE

EVERGREEN TREE W/ SIZE & DRIP LINE

1' CONTOUR INTERVAL

SPOT ELEVATION AT GROUND/PAVEMENT

CONCRETE

GRAVEL

POST INDICATOR VALVE

AREA INLET

BENCHMARKS:

BM #61 CHISELED SQUARE ON CURBLINE, NORTH SIDE OF CENTER PARKING ISLAND, WEST SIDE CURBLINE.

N=320097.15 E=1713512.47

BM #62 CHISELED SQUARE ON CURBLINE, 27.5' EAST OF LOT CORNER DIRECTLY NORTH OF DENISON GATE N=319718.12 E=1713526.18

BM #63 CHISELED SQUARE JUST WEST OF INLET ON NORTH SIDE OF GAURD HOUSE AT DISCOVERY WAY N=320309.33 E=1714477.18

THIS SURVEY DOES NOT ADDRESS THE EXISTENCE OR NONEXISTENCE OF WETLANDS, ENVIRONMENTAL HAZARDS, CEMETERIES OR ANY UNDERGROUND STRUCTURE NOT OBSERVED DURING THE COURSE OF

THE SURVEY.

VERTICAL DATUM IS NAVD88 DERIVED FROM CONNECTIONS TO NATIONAL CORS NETWORK VIA GPS STATIC SESSIONS ON PROJECT CONTROL PROCESSED WITH THE NATIONAL GEODETIC SURVEY'S OPUS PROJECTS UTILITY. ORTHOMETRIC HEIGHT WAS CALCULATED USING THE GEOID18 MODEL. UNITS ARE

U.S. SURVEY FEET.

HORIZONTAL DATUM IS THE KANSAS STATE PLANE COORDINATE SYSTEM, NORTH ZONE 1501, NAD83(2011) EPOCH 2010.0 AS DERIVED FROM CONNECTIONS TO NATIONAL CORS NETWORK VIA GPS STATIC SESSIONS ON PROJECT CONTROL PROCESSED WITH THE NATIONAL GEODETIC SURVEY'S OPUS PROJECTS UTILITY.

PROJECT COORDINATES WERE SCALED TO THE GROUND USING A COMBINED SCALE FACTOR OF

0.99990851687 AND APPLIED AT A GRID COORDINATE VALUE OF 320220.8087 NORTH AND 1713558.2166 EAST.

UNITS ARE U.S. SURVEY FEET. GROUND TO GRID CONVERSION: GRID NORTHING = ((PROJECT "GROUND" NORTHING - 320220.8087) * 0.99990851687) + 320220.8087 GRID EASTING = ((PROJECT "GROUND" EASTING - 1713558.2116) * 0.99990851687) + 1713558.2166.

SURVEY NOTES:

UTILITY LOCATE DATA, AS PERFORMED BY BLOODHOUND (JULY 2023) IS

OVERLAID ON THE PROPOSED CIVIL DRAWING.

ALL SURVEY WORK WAS PERFORMED BY KAW VALLEY ENGINEERING, JULY 2023.

(SEE A-201)

lhenderson Chip NBAF 8

Drainage Manhole Rim Elevation 1134.60

Drainage Manhole Rim Elevation 1139.50

Drainage Manhole Rim Elevation 1136.30

Drainage Manhole Rim Elevation 1139.80

SDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDx SDx

SDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDx SDx

U Ex

UE

x

UEx

G x

G x

G x

G x

U E x U

E x

U E x U

E x

U E x

UEx UEx

UEx UEx

UEx

UEx

UEx

UEx

U E x U

E x

UEx UEx

U Ex

U Ex

U Ex

UEx UEx

SDx

SDx

SDx SDx

SDx

SDx

SDx

SDx

SDx SDx

SDx

SDx

C x C x C x C x C x C x C x C x C x C x C x C x C x C x C x C x C x C x C x C x C x C x

UEx

UEx

UEx

UEx

U E x

UEx UEx UExUEx

U Ex

U Ex

UEx UEx UEx UEx

SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx

SDx

SDx SDx

SDx

SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx

SDx

SDx SDx

SDx

UEx UEx

UEx UEx

UEx UEx UEx

UEx UEx

UEx UEx UEx UEx UEx UEx UEx

U E x U

E x

U Ex

UEx UEx UEx UEx UEx

UEx

UEx

UEx

UEx

W x W x W x W x W x W x W x

W x W x

W x

W x W x W x W x

W x

W x

W x

W x

W x

W x

W x

U

D

DEMO PLAN - CLIN "A"1

SCALE: 1" = 20'C-101

SCALE: 1" =

020 2010

20'

DEMO PLAN - CLIN "A"

C-101

1. REMOVE AND DISPOSE OF LIGHT, POLE AND FOUNDATION.

2. REMOVE AND DISPOSE OF CURB AND GUTTER.

3. REMOVE AND DISPOSE OF CONCRETE PAVEMENT.

4. REMOVE AND DISPOSE OF CANTILEVER GATE AND

FOUNDATIONS.

5. REMOVE AND DISPOSE OF GATE OPERATOR.

6. REMOVE AND DISPOSE OF BOLLARDS AND FOUNDATIONS.

7. REMOVE AND DISPOSE OF PERIMETER FENCING AND

FOUNDATIONS.

8. REMOVE AND DISPOSE OF CATCH BASIN AND PIPING.

KEYED NOTES :#

CONCRETE PAVEMENT DEMOLITION

CURB AND GUTTER DEMOLITION

LINEAR DEMOLITION

SELECT ITEM DEMOLITION

2 2

LEGEND - DEMOLITION

EXISTING BASIN TO REMAIN

lhenderson Chip NBAF 8

Jonathan.Lagerquist Cloud

Jonathan.Lagerquist Text Box Only Area Clouded is included in this Phase 1

Jonathan.Lagerquist Line

Jonathan.Lagerquist Line

Drainage Manhole Rim Elevation 1134.60

Drainage Manhole Rim Elevation 1139.50

Drainage Manhole Rim Elevation 1136.30

Drainage Manhole Rim Elevation 1139.80

SDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDx SDx

SDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDx SDx

U Ex

UE

x

UEx

G x

G x

G x

G x

U E x U

E x

U E x U

E x

U E x

UEx UEx

UEx UEx

UEx

UEx

UEx

UEx

U E x U

E x

UEx UEx

U Ex

U Ex

U Ex

UEx UEx

SDx

SDx

SDx SDx

SDx

SDx

SDx

SDx

SDx SDx

SDx

SDx

C x C x C x C x C x C x C x C x C x C x C x C x C x C x C x C x C x C x C x C x C x C x

UEx

UEx

UEx

UEx

U E x

UEx UEx UExUEx

U Ex

U Ex

UEx UEx UEx UEx

SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx

SDx

SDx SDx

SDx

SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx

SDx

SDx SDx

SDx

UEx UEx

UEx UEx

UEx UEx UEx

UEx UEx

UEx UEx UEx UEx UEx UEx UEx

U E x U

E x

U Ex

UEx UEx UEx UEx UEx

UEx

UEx

UEx

UEx

W x W x W x W x W x W x W x

W x W x

W x

W x W x W x W x

W x

W x

W x

W x

W x

W x

W x

10' ±

Drainage Manhole Rim Elevation 1139.80

UEx UEx

UEx

U Ex

U E x

UEx UEx

UEx

C x C x C x C x C x C x C x C x C x C x C x C x C x C x C x C x C x C x C x

UEx

UEx UEx

UEx

UEx

UEx

UEx

UEx UEx

UEx UEx

UEx UEx

UEx U

E x

U E x

UEx UEx

UEx UEx UEx

UEx UEx

UEx UEx UEx UEx

U E x U

Ex U

E x

W x

W x

W x

W x

10' ±

U

D

SITE PLAN - CLIN "A"1

SCALE: 1" = 20'C-201

SCALE: 1" =

020 2010

20'

SITE PLAN - CLIN "A"

C-201

1. PROVIDE LIGHT, POLE AND FOUNDATION. (SEE DETAIL 2/C-506).

2. PROVIDE ABA SIDEWALK RAMP. (SEE DETAIL 2/C-504).

3. PROVIDE PAVEMENT. (SEE DETAIL 1/C-504).

4. PROVIDE M50 CANTILEVER GATE, 24' MINIMUM WITH ANTI CLIMB

FENCING. (SEE DETAIL 1/C-506).

5. PROVIDE ACCESS CONTROL PEDESTAL WITH BOLLARDS. (SEE

DETAIL 4/C-506 AND ELECTRICAL DRAWINGS).

6. PROVIDE FIXED BOLLARD, TYP. (SEE DETAIL 5/C-506).

7. REWORK SECURITY RAIL, CABLE AND FENCING. TIE TO EXISTING

AND ALIGN WITH NEW WORK.

8. PROVIDE CONCRETE CATCH BASIN WITH GRATE, RECONNECT

EXISTING STORM DRAINAGE. (SEE DETAIL 1/C-501).

TOP = 1140.0

INVERT = 1137.3

9. PROVIDE 6"Ø DUCTILE IRON PIPE (DIP). (SEE DETAIL 2/C-501).

INVERT IN = 1137.3

INVERT OUT = 1137.1

10. PROVIDE 4"Ø DUCTILE IRON PIPE (DIP) TO DRAIN NET BARRIER.

(SEE DETAIL 2/C-501).

INVERT IN = 1138.7*

INVERT OUT = 1137.1

*COORDINATE WITH NET BARRIER VENDOR

11. PROVIDE CONCRETE JUNCTION BOX WITH MANHOLE LID. (SEE

DETAIL 2/C-501).

TOP = 1140.9

INVERT = 1137.0

12. PROVIDE TURNSTILE AND ABA GATE. (SEE DETAILS ON C-503).

13 PROVIDE CONCRETE SIDEWALK. (SEE DETAIL 4/C-504).

14. PROVIDE MANUALLY OPERATED HORIZONTAL CRASH BEAM (32'

CLEARANCE). (SEE DETAIL 3/C-506).

15. PROVIDE M50 NET BARRIER. (SEE DETAILS ON C-502).

16. PROVIDE K12 SECURITY FENCING. (SEE DETAIL 1&4/C-505).

17. PROVIDE CONCRETE CURB AND GUTTER, MATCH EXISTING

PROFILE. (SEE DETAIL3/C-504).

18. PROVIDE 12"Ø DUCTILE IRON PIPE (DIP). TIE TO EXISTING WITH

CORE AND BOOT CONNECTION. (SEE DETAIL 4/C-501).

INVERT IN = (VERIFY EXISTING)

INVERT OUT = 1137.3

19. PROVIDE NEW TRAFFIC SIGN, POST, AND FOUNDATION. (SEE

DETAILS ON C-507).

KEYED NOTES :#

NEW CONCRETE PAVEMENT

NEW CURB AND GUTTER

LEGEND

7 7

1717 17

NEW K12 SECURITY FENCING

ENLARGED SITE PLAN - CLIN "A"2

SCALE: 1" = 10'C-201

C-201

11 9

EXISTING

BASIN SCALE: 1" =

010 10

10'

R3-1 lhenderson Chip NBAF 8

Jonathan.Lagerquist Cloud+

Jonathan.Lagerquist Cloud+

ONLY THIS AREA IS INCLUDED IN THIS SCOPE

Jonathan.Lagerquist Line

Jonathan.Lagerquist Line

Jonathan.Lagerquist Line

U

D

CLIN "A" - DETAILS

C-501

02' 2'

1'-0"SCALE: 1/2" =

"O" RING

24 : 1

SLOPE

MAXIMUM

KNOCKOUT

SIZE

MINIMUM

DISTANCE

BETWEEN

KNOCKOUTS

DIMENSION TABLE

30" 4" 6" 12" 8"

MIN.

WALL

THICKNESS

MIN.

BASE

THICKNESS

DIAM.

PIPE WHERE REQUIRED

KNOCKOUT

MAX 12"

INVERT (SEE PLAN SHEETS)

GROUT OR FILL VOIDS IN

OPENING PER

MANUFACTURER'S

WRITTEN REQUIREMENTS

FOR THIS APPLICATION

#4 HOOPS AT 4" OC AND #4 VERTICAL AT 12" OC

8"

NEW PAVEMENT/EXISTING TURF

1"

HEAVY DUTY (TRAFFIC RATED) MANHOLE RING AND

GRATE/COVER, CAST THE WORD "DRAIN" IN THE COVER

@ CATCH BASIN USE EAST JORDAN IRON WORKS Q506034, OR SIMILAR

@ JUNCTION BOX USE EAST JORDAN IRON WORKS Q506034, OR SIMILAR

REINFORCING STEEL (TYP.) #4 @12" OC

WALL THICKNESS SHALL BE 4" MINIMUM

BOTTOM = 8.0'

TOP

THE CONTRACTOR SHALL VERIFY ALL GRADES PRIOR TO

ORDERING STORMWATER CONVEYANCE OR VAULT MATERIAL

PRECAST RISER SECTIONS, PROVIDE IN

ACCORDANCE WITH ASTM C478. THE TOTAL

AREA OF REINFORCEMENT PER VERTICAL

FOOT [METER] SHALL BE NOT LESS THAN 0.0025

TIMES THE INTERNAL DIAMETER IN INCHES,

CHANNEL AND SHELF ABOVE SPRING LINE

6"

12"

2.5" TYP.

AGGREGATE BASE GRAVEL

BACKFILL FOR PIPE ZONE

BEDDING (95% ASTM D1557)

8"

STORM DRAINAGE JBOX/CATCH BASIN DETAIL1

SCALE:C-501

NEW COMPACTED

BASE COURSE TO

MATCH EXISTING

NEW RIGID (CONCRETE) PAVEMENT

MATCH EXISTING THICKNESS/JOINTS

WITH A MINIMUM THICKNESS OF 6" &

MAX. JOINT SPACING OF 12 FEET

SPRINGLINE

MINIMUM COVER FOR WATER SHALL BE

36 INCHES OR AS SPECIFIED.

ASPHALT AREA

TURFED AREA

CONCRETE AREA

COVER AS

SPECIFIED

PIPE

ZONE

WARNING TAPE (ALL PIPE)

TRACER WIRE (NONMETALLIC

PIPE) MIN. 12" ABOVE PIPE

PLACE BACKFILL IN 4" LIFTS AND

COMPACT TO A MINIMUM 95%

ASTM D 1557 DENSITY.

WARNING TAPE (ALL PIPE) TRACER

WIRE (NONMETALLIC PIPE)

PLACE 4" OF TOPSOIL,

FERTILIZE AND SEED

(OVER 6" CLAY TOP LAYER)

18"

8" OD 8"

FINAL

BACKFILL

INITIAL

BACKFILL

HAUNCHING

TACK COAT

NEW ASPHALTIC CONCRETE WEARING

COAT (TO MATCH EXISTING W/ MINIMUM

THICKNESS OF 2") PRIME COAT

EXISTING PAVEMENT

12" 12"

BACKFILL

98% ASTM

D1557 OR

FLOWABLE

FILL

EXISTING

BASE

COURSE

SAW CUT

VERTICAL

SURFACE

BACKFILL 98% ASTIM

D1557 OR FLOWABLE

FILL8" 8"

EXISTING PAVEMENT

6" X 6" - W3XW3 WWF

12" 12"

8"8"

EXISTING

BASE

COURSE

SAW CUT

VERTICAL

SURFACE

WARNING TAPE

(ALL PIPE)

TRACER WIRE

(NONMETALLIC

PIPE) MIN. 12"

ABOVE PIPE

MINIMUM COVER FOR SANITARY SHALL BE

36 INCHES OR AS SPECIFIED.

MINIMUM COVER SHALL BE 48 INCHES MIN FOR

NEW FIRE SERVICE PIPING 8" OR GREATER IN

DIAMETER

TRENCH DETAILS2

SCALE:C-501

NEW COMPACTED

BASE COURSE TO

MATCH EXISTING

lhenderson Chip NBAF 8

Jonathan.Lagerquist Line

FINAL DENIAL BARRIER

ITEM REQUIREMENT

HEIGHT 36+"

LANES 1 OUTBOUND (SIZE AS NECESSARY

TO PROVIDE AN UNOBSTRUCTED

OPENING CURB TO CURB)

LEVEL OF

PROTECTION

ASTM M50 (K12), P1 OR P2

PRE-CERTIFIED

EMERGENCY

OPERATING CYCLE

<2 SEC

FAIL-SECURE YES (UP POSITION)

1.

NOTES:

2.

3.

4.

ALL VISIBLE TOP STEEL COMPONENTS SANDBLASTED TO NEAR

WELDING DESIGN CRITERIA AWS D1.1, LATEST REVISION.

ALL STEEL MEMBERS PER AISC STANDARDS

WHITE METAL AFTER FABRICATION AND PRIOR TO COATING.

ADDITIONAL FEATURES (PARTIAL)

A HEATER TO PREVENT FREEZING

5.

PROVIDE FOUNDATION PER MANUFACTURE'S WRITTEN INSTRUCTIONS

6.

C VEGETABLE OIL BASED OR ELECTRIC SYSTEMS ONLY

B LED LIGHT BAR OR SIMILAR (RETRO - REFLECTOR)

7.

PROVIDE MASTER CONTROLLER IN NEW GUARD HOUSE.

D INTEGRAL VEHICLE OBSTRUCTION LOOP DETECTOR (1 SET PER BARRIERS)

PROVIDE 4" REINFORCED CONCRETE BALLISTIC SCREEN WALL PROTECTING ALL CRITICAL

ABOVE GRADE OPERATING COMPONENTS (I.E., PLC AND ACTUATORS.)

BARRIER STATUS

INDICATOR LIGHT

SIGNAL

1 OUTBOUND

ACTIVATED (STEADY RED)

1 INBOUND

TYPICAL (FLASHING AMBER)

SYSTEM LAYOUT

FINAL DENIAL BARRIER

TRAFFIC LOOP

SIGNAL LIGHT

(FACING OUTGOING

TRAFFIC)

POWER OPERATOR

UNIT/BARRIER CONTROL

CONSOLE

MASTER CONTROL

(LOCATED IN

GUARDHOUSE) PLACE AS

DIRECTED BY THE

CONTRACTING OFFICER

TRAFFIC LOOP

THREAT

DIRECTION

8.

COORDINATE ELECTRICAL SYSTEM REQUIREMENT WITH EXISTING SERVICES. PROVIDE UPGRADES TO

THE EXISTING SERVICE AS REQUIRED.

7'

8"Ø TO 5"Ø APPROX

TAPERED GALVANIZED

STEEL SIGNAL POLE (MIN

WALL THICKNESS =0.11")

HANDHOLE

SLIP BASE

FINISHED GRADE

5'

2'-6" Ø

RED LIGHT

FLASHING AMBER

135° HOOK @ TERMINATIONS

LAP AT SPLICES AND

SECTION B-B

#4 @ 6" OR

#4 SPIRAL @ 6"

PITCH WITH 1'-6"

(10) #8 2" CLR

1" CONDUITS WITH 12" MIN

RADIUS BENDS

MANUFACTURE'S

STANDARD

ANCHORING

SYSTEM

THE CONTRACTOR SHALL VERIFY DEPENDENT DIMENSIONS

FOR POLES TO BE INSTALLED IN FOUNDATIONS BEFORE

FABRICATING THE POLES. SLIP PLATES SHALL NOT

OVERHANG THE FOUNDATION.

PROVIDE INTEGRAL

1 1/2" NPS CHASE NIPPLE

AP

PR

OX

6"

THE CONTRACTOR SHALL VERIFY EXISTING SITE CONDITIONAL AND PROVIDE A COMPLETE ANT USABLE

SYSTEM THAT IS COMPATIBLE WITH THE AREA INDICATED ON THE SITE DRAWINGS

E INTEGRAL BATTERY BACK-UP OR OPTION (MIN OPERATIONAL REQUIREMENTS GREATER

THAN 5 T0 10 CYCLES)

9. PROVIDE NET BARRIER FAIL SECURE 0R NET RETRACTION OPTION.

ELEVATION

ELEVATION

ENGRAVED ALUMINUM LEGEND PLATE,

RED WITH CUSTOM TEXT.

FLUSH "RED" ILLUMINATED STOP

PUSHBUTTON (MOMENTARY

CONTACT) OPERABLE WITH GLOVES.

METAL FULL GUARD TO MINIMIZE

ACCIDENTAL OPERATION.

ENGRAVED ALUMINUM LEGEND

PLATE, GRAY WITH CUSTOM

TEXT AS SHOWN (TYP.)

3-POSITION STANDARD KEYED

SWITCH, METAL, GRAY (PROVIDE 6

KEYS TO THE CONTRACTING

OFFICER)

SURFACE-MOUNTED SHEET METAL

CONTROL ENCLOSURE WITH BASE AND

COVER

TWO AMBER LED LIGHT

FLUSH "GREEN" NON-ILLUMINATED

PUSHBUTTON (MOMENTARY CONTACT)

METAL FULL GUARD TO MINIMIZE

ACCIDENTAL OPERATION.

FLUSH "AMBER" NON-ILLUMINATED

PUSHBUTTON (MOMENTARY CONTACT)

METAL FULL GUARD TO MINIMIZE

ACCIDENTAL OPERATION.

FACING DENIAL BARRIER

MASTER CONTROL

10. HYDRAULIC FLUID CONTENT SHALL BE BIODEGRADABLE OIL.

ALLOWS OPERATION AND

CONTROLS TO BE UTILIZED AT

THE DENIAL BARRIER LOCATION

11. PROVIDE A LOCKABLE CABINET THAT ALLOWS STANDARD MANUFACTURER'S MAINTENANCE TO BE

PERFORMED AT THE DENIAL BARRIER

8"

THE CONTRACTOR SHALL COORDINATE ALL UTILITIES AND SERVICES

REQUIRED TO OPERATE THE BARRIER SYSTEM PROVIDED UNDER THIS

CONTRACT. THE CONTRACTOR SHALL PROVIDE SITE MODIFICATION AND

FIELD ADJUSTMENT AS REQUIRED TO ACCOMMODATE THE NEW BARRIER

SYSTEM. THIS WILL INCLUDE, BUT NOT BE LIMITED TO, ADJUSTING SITE

UTILITIES, PAVEMENTS, IMPROVEMENTS AND FURNISHINGS WHERE THE

NEW BARRIER CONSTRUCTION AFFECTS EXISTING SITE FEATURES.

NOTE: MULTIPLE NET BARRIER CONFIGURATIONS ARE SHOWN IN THIS SHEET. IT IS

THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THE SELECTED BARRIER SHALL

FIT FIELD CONDITIONS AND THE CONTRACTOR SHALL REMOVE AND REPLACE SITE

ASSETS (LIKE-IN-KIND) IN A SIMILAR LAYOUT TO ACCOMMODATE THE EQUIPMENT

SELECTED.

SIGNAL LIGHT

(FACING ONCOMING

TRAFFIC)

FINAL DENIAL BARRIER1

SCALE: 3/4" = 1'-0"C-502

CABLE NETTING/TROUGH

CONTROL OR

STATIC SIDE END

SUPPORT

TROUGH ADJUSTED TO

MATCH ROADWAY PROFILE

PIPE TO DRAINAGE SYSTEM OR SUMP

PUMP (PLACE KNOCKOUT IN THE

INSTALLATION LOW POINT) PROVIDE A

SUMP PUMP OR GRADE TO DRAIN

CABLE NETTING

CONTROL OR

STATIC SIDE END

SUPPORT

3" GRAVITY DRAIN

AT BOTTOM OF HOUSING

WITH 4" PVC PIPE TO

OUTSIDE CONCRETE

AMBER LED TRAFFIC SIGNAL

LIGHT (NORMALLY FLASHING)

SIGNAL LIGHT

FACING TRAFFIC

(2 TOTAL)

RED LED TRAFFIC

SIGNAL LIGHT

(NORMALLY OFF)

U

D A

S

C-502

016" 16"

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

8" CLIN "A" - DETAILS

lhenderson Chip NBAF 8

Jonathan.Lagerquist Line

3/4" TO FACE OF I-BEAM

2 1/2"

1 1/2"

2" 2 1/2"

TYPE K12 FENCE - SECTION2

SCALE: 1 1/2" = 1'-0"C-505

2 TYPE 4 (K4) FENCE - SECTION

C-505

TOP/BOTTOM RAIL

GALV. 4x1.75x0.10

STEEL I-BEAM

GALV. STEEL RAIL

3"x0.50"x10.5GA PAINTED, WELDED WIRE MESH

1" WIRE CABLE

GALV. HSS 8x8x.25"

STEEL BOLLARD

6,000 #PSI CONC.

CABLE RAIL

TOP/BOTTOM RAIL

COMPACT EXISTING SUBGRADE

STONE AGGREGATE BASE, 10"

THICK (COMPACTED)

4"

1. TURNSTILE AND ABA ACCESS GATE SHALL BE COMPOSED OF CARBON STEEL. ALL

MATERIALS SHALL BE HOT-DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A123

AND HAVE A FINAL FINISH COAT (SEE NOTE 8).

2. TURNSTILE/GATE SHALL HAVE BI-DIRECTIONAL CONTROLS: IN THE CASE OF A

POWER FAILURE, OUTBOUND TRAFFIC SHALL BE SET TO "FAIL SAFE"; THE INBOUND

TRAFFIC WILL HAVE A "FAIL LOCK" MECHANISM (UNLESS OTHERWISE DIRECTED BY

THE CONTRACTING OFFICER).

3. PROVIDE CARD READER MOUNTING PLATES FOR BOTH SIDES (INBOUND &

OUTBOUND) OF TURNSTILE AND ABA GATE.

4. BRACE BARRIER POST AT TOP TO ADJACENT VERTICAL SURFACE.

5. ALLOW 5 INCH CLEARANCE ABOVE TOP OF TURNSTILE TO REMOVE LIFT-OFF TYPE

TOP COVER.

6. CONCRETE MOUNTING SLAB MUST BE LEVEL WITHIN 1/4". SEE DETAIL THIS SHEET

FOR CONC MOUNTING PAD.

7. CONTRACTOR SHALL PROVIDE AN ELECTRICAL 3-ROTOR FULL HEIGHT TURNSTILE.

8. TURNSTILE SHALL HAVE FINISH TO MATCH ADJACENT FENCEWORK: POWDER

COATED.

TURNSTILE/GATE NOTES:

5" TYP

5"

7'- 2 1 16

" E

LE

CT

RI

CA

L

5'-2 "

FIN FLR

SEE DETAIL THIS SHEET

FOR DIMENSIONS

8"

4'-6"

HEAVY DUTY SELF HYDRAULIC CLOSURE

OPERATOR

MESH INFILL

POWDER COAT OVER GALVANIZED

ELECTRIC STRIKE (FAIL LOCK)

PULL HANDLE ON THE ENTRY SIDE, PUSH PLATE ON THE

EXIT SIDE AND INFILL MESH. ENSURE THAT LATCH IS

PROTECTED AGAINST SURREPTITIOUS/COVERT ENTRY

FULL-HEIGHT ABA SECURITY GATE

4'-0 "

7'- 0 "

HEAVY DUTY SELF

HYDRAULIC CLOSURE

OPERATOR

MOUNTING FEET

HEAVY DUTY

SECURITY ABA

ACCESS GATE

ELECTRIC STRIKE

(FAIL LOCK)

4 HEAVY DUTY

HINGES

MINIMUM

3/4" CHAMFER

PROVIDE 8" CONC SLAB W/ #4

REINFORCING BARS @ 12" OC,

EACH WAY, MOS (TYP)

TURNSTILE MOUNTING SLAB1

SCALE: NONEC-503

(05) ROTOR

ASSEMBLY WELDED

(03) END TUBE

2" x 2" x 18" CRS

(04) SHIELD ASSEMBLY

WELDED

CARD READER MOUNTING PL

(EA SIDE)

BARRIER BARS

1-14 " OD

SCHED 10 PIPE

REINFORCMENT STRAP

14" X 112" CRS

(2 PLACES)

(02) POWER

CONNECTION 110 VAC

(01) BARRIER

ASSEMBLY WELDED

BARRIER POSTS

2" x 2" x 18" ANCHOR BOLTS

38" x 4" (9 PLACES)

WELDED ALL AROUND TYP.

BOTTOM FLANGE

(07) BOTTOM BEARING

(06) ALUMINUM BASE

PLATE

BOTTOM BEARING DETAIL4

SCALE: NONEC-503

TURNSTILE ELEVATION VIEW5

SCALE: NONEC-503

1-1/4" TYP.

SCHEDULE 40

PIPE

2'-0"

6'- 0"

4'- 4"

12'-0"

4'-0"

HEAVY DUTY SECURITY TURNSTILE

HEAVY DUTY SECURITY

ABA ACCESS GATE

UNSECURE SIDE

SECURE SIDE

TURNSTILE PLAN VIEW3

SCALE: NONEC-503

TURNSTILE ISOMETRIC VIEW2

SCALE: NONEC-503

MOUNTING SLAB

(SEE 1/C-503)

FINISH SHALL MATCH TURN

STILE AND BLEND WITH

ADJACENT FINISHES

PROVIDE (4) 12"Ø STAINLESS STEEL HEX

HEAD EXPANSION BOLTS W/ 4 3 4" MIN.

EMBED OR PER THE MANUFACTURER'S

WRITTEN REQUIREMENTS FOR THIS

APPLICATION WITH A MINIMUM TENSAL

CAPACITY OF 7000# PER ASTM E 488

U

D A

S

C-503

CLIN "A" - DETAILS

lhenderson Chip NBAF 8

Jonathan.Lagerquist Line

50%-65%

BASE DIAMETER

0.20"

0.90"

1.67" TO 2.35"

CENTER TO CENTER

4"

6"

3"

TRUNCATED 4X8 PAVERS

(PLACED PER FABRICATORS

REQUIREMENTS)

FINISHED

CONCRETE

KEYED CONSTRUCTION

JOINT (WHERE NECESSARY)

COMPACTED

SUB GRADE

CONCRETE

PAD

6' MINIMUM

8.3

% MAX

CROSS SLOPE NOT TO EXCEED 2% ON ANY

PORTION OF THE RAMP, SIDEWALK, LANDING

OR TRANSITION.

SIDEWALK

2% MAX

SLO

PE

4" T

HICK

CONCRETE

W/ JO

INTS

5' O C

6" CONCRETE

CURB

24" (MIN)

TRUNCATED

DOMES, FULL

WIDTH

CURB (WHERE

REQ'D)

TYPICAL RAMP

ACCESSIBLE RAMP DETAIL2

SCALE: NONEC-504

6"

4" 4"

2"

NOTE:

1. PROVIDE MACRO-FIBER REINFORCING @ 1 LB/CY MIN., IN

LIEU OF WWF, IN AREAS OF STANDARD PEDESTRIAN CONC.

2. PROVIDE #3 REBAR IN THICKENED CONC. EDGES @ TRENCH

AND AREAS DRAINS.

SEALANT NOTE:

CONCRETE "THYME" COLORED - SEALANT PECORA 890 'BEIGE;

CONCRETE "CHARCOAL" COLORED - SEALANT PECORA 890 'ALUMINUM STONE'

FINISH GRADE

- SEE PLAN

AGGREGATE BASE

COMPACTED SUBGRADE

6"x6"-W1.4xW1.4 WWF

4" CONCRETE PAVEMENT

LIGHT DUTY PEDESTRIAN CONCRETE SIDEWALK4

SCALE: NONEC-504

U

D A

S

C-504

TYPICAL PAVEMENT SECTIONS1

SCALE: NONEC-504

HEAVY DUTY ASPHALT PAVEMENT

COMPACTED SUBGRADE

SEE SPECIFICATIONS

8"

HMA - CLASS A SURFACE COURSE

HMA - CLASS A BASE COURSE

PRIME COAT

GRADED AGGREGATE BASE

HEAVY DUTY CONCRETE PAVEMENT

4" GAB COMPACTED TO

100% MODIFIED PROCTOR

COMPACT SUBGRADE TO

98% STANDARD PROCTOR

4000 PSI CONCRETE

8"XXXXXX

6"x6"-W2.1xW2.1 WWF HALF DEPTH

OF CONCRETE (SEE NOTE 5)

NOTES:

1. PROVIDE CONTRACTION JOINTS IN RECTANGULAR PATTERN TO MATCH

SCORING PATTERN ON PLANS.

2. CONTRACTION JOINTS SHALL BE ONE AND ONE-HALF INCH DEEP AND

SAW CUT.

3. EXPANSION MATERIAL REQUIRED WHERE CONCRETE PAVEMENT ABUTS

CONCRETE STRUCTURE

4. CONCRETE SHALL HAVE 5-7 AIR ENTRAINED.

5. MACROFIBER MAY BE SUBSTITUTED FOR WWF.

ASPHALT PAVEMENT

COMPACTED SUBGRADE

SEE SPECIFICATIONS

HMA - CLASS A SURFACE COURSE

HMA - CLASS A BASE COURSE

PRIME COAT

GRADED AGGREGATE BASE

2" 4"

6"

2" 4"

TACK COAT

HMA TO BE CLASS A

COMMERCIAL GRADE - KDOT 611

LIGHT DUTY CONCRETE PAVEMENT

6" 5"

XXXXXX 3"

4000 PSI CONCRETE

6"x6"-W2.1xW2.1 WWF HALF DEPTH

OF CONCRETE (SEE NOTE 5)

5" GAB COMPACTED TO

100% MODIFIED PROCTOR

COMPACT SUBGRADE TO

98% STANDARD PROCTOR

NOTES:

1. PROVIDE CONTRACTION JOINTS IN RECTANGULAR PATTERN TO MATCH

SCORING PATTERN ON PLANS.

2. CONTRACTION JOINTS SHALL BE ONE AND ONE-HALF INCH DEEP AND

EDGED WITH A 18" RADIUS.

3. EXPANSION MATERIAL REQUIRED WHERE CONCRETE PAVEMENT ABUTS

CONCRETE STRUCTURE.

4. CONCRETE SHALL HAVE 5-7 AIR ENTRAINED.

5. MACROFIBER MAY BE SUBSTITUTED FOR WWF.

ALL MATERIALS, MEANS AND

METHODS MUST BE INSTALLED PER

THE KANSAS DEPARTMENT OF

TRANSPORTATION'S STANDARD

SPECIFICATIONS.

02' 2'

1'-0"SCALE: 1/2" =

KANSAS DEPARTMENT OF TRANSPORTATION (KSDOT)

ITEMS INDICATED BELOW SHALL CONFORM WITH THE MATERIAL, MEANS AND METHODS REQUIRED BY - KSDOT'S STANDARD SPECIFICATIONS FOR STATE ROAD AND BRIDGE CONSTRUCTION

(2015). PROVIDE SUBMITTALS FOR ALL MATERIAL TO THE CONTRACTING OFFICER FOR APPROVAL PRIOR TO INCORPORATING INTO THE PROJECT. NON-CONFORMING WORK SHALL BE REMOVED

AND REPLACED AT NO COST THE GOVERNMENT.

ITEM SECTION(S) NOTES (SUB SECTIONS REFERENCE KSDOT MATERIAL REQUIREMENTS)

AGGREGATE BASE 305 USE ONLY MATERIALS LISTED ON THE DEPARTMENT'S APPROVED MATERIALS LIST (AML), "AB-3"

TACK COAT 602, 1203 PER KSDOT AML, APPLICATION RATE OF 0.06 GAL/SY

PRIME COAT 607 PER KSDOT AML, APPLICATION RATE OF 0.25 GAL/SY

ASPHALT CONCRETE (FLEXIBLE) PAVEMENT 602, 1201,1103 PER KSDOT AML, "HMA SURFACE"

PORTLAND CONCRETE CEMENT (RIGID)

PAVEMENT 501, 403, 1116 PER KSDOT AML, TYPE "AIR-ENTRAINED CONCRETE FOR PAVEMENT"

SEEDING 904, 2103 PER KSDOT AML, "BUFFALOGRASS (SHARP'S IMPROVED)"

SODDING 907, 2104 PER KSDOT AML, "BUFFALOGRASS SOD"

FIBROUS REINFORCEMENT FOR CONCRETE 1722 AS DEFINED IN ASTM C 1116, TYPE III, AND ASTM D 7508

PAINTED PAVEMENT MARKING 807, 2215 PER LDOT AML, ALLOW ASPHALT APPROXIMATELY 30 DAYS TO CURE PRIOR TO APPLICATION OR APPLY IN MULTIPLE

APPLICATIONS, NO GLASS BEAD ARE REQUIRED.

CONCRETE 401, 403 GRADE 4.0, AIR CONTENT

RANGE OF 6.5 ± 1.5%

*DENOTES EXISTING AND PROPOSED

NEW TYPICAL SECTIONS

*DENOTES EXISTING AND PROPOSED

NEW TYPICAL SECTIONS

*DENOTES EXISTING NEW

TYPICAL SECTIONS

TACK COAT

THE BOTTOM OF THE CURB AND GUTTER MAY BE

CONSTRUCTED PARALLEL TO THE SLOPE OF

SUBSURFACE COURSES PROVIDED A MINIMUM

THICKNESS OF 7" IS MAINTAINED.

6"

612" MIN

512"

112"

7" 1'-5"

12" 3 4"

R314"

R112"

4"

COMPACTED

BASE

USE WHEN PAVEMENT

SLOPE IS TOWARD CURB.

USE WHEN PAVEMENT SLOPE

IS AWAY FROM CURB.

LEVEL

6"

CONSTRUCT CONTRACTION JOINTS DIRECTLY

OPPOSITE CONTRACTION JOINTS IN CONCRETE

PAVEMENTS/SIDEWALKS. SPACED SO THAT

MONOLITHIC SECTIONS WILL NOT BE LESS THAN 5

FEET NOR GREATER THAN 15 FEET IN LENGTH.

SCORE JOINTS PRIOR TO THE FORMATION OF

RANDOM CRACKING

CURB AND GUTTER DETAIL3

SCALE: NONEC-504

CLIN "A" - DETAILS

MINIMUM REQUIREMENTS: MATCH EXISTING

CONCRETE CURB AND GUTTER PROFILE AND

FINAL FINISH APPEARANCE

1" CABLE (K12)

1" CABLE (K12)

1" CABLE (K12)

CORNER

BOLLARD

4'- 0"

3'- 5"

2'-

4"

BOLLARD SPACING

VARIES

K12 ANTI-CRASH CABLE RUN BACKUP - ELEVATION6

SCALE: NONEC-505

4'- 6"

8'-0"±

3'-0"

7'- 0"

2'-

3'-

5"4'- 0"

4"

TY

P

FILL WITH 6,000 # PSI CONC.

GALV. HSS 8X8X.25 STEEL BOLLARD

GALV. 2X2.5" STEEL RAIL, TYP.

1" WIRE CABLE (K12)

1" WIRE CABLE (K12)

1" WIRE CABLE (K12)

#4 TIES @ 6" O.C.

NOTE: SEE K12 ELEVATION FOR

CABLE RUNS

GALV. HSS 8x8x.25"

STEEL BOLLARD

12 #8 EQ. SP.

6,000 # PSI CONC. FOOTING

1" CABLE CLAMP.

(4) PER CABLE

FOOTING REINFORCING

BOLLARD BACKUP - DETAIL5

SCALE: 1/2" = 1'-0"C-505

TYPE K12 FENCE

4" THICK X 36" WIDE

CONCRETE APRON

NOTE: CONTRACTOR PROVIDED SYSTEM MUST

BE (K12) M50 RATED AND INSTALLED PER

VENDOR'S WRITTEN REQUIREMENTS FOR

THIS APPLICATION

4'- 6"

8'-4" 8'-0" 8'-0"

2'-

4'- 0"

3'-0"

8'-0" 8'-4" 40'-8"

7'- 0"

8'- 0"

C-505

TYPICAL K12 SECURITY FENCE - ELEVATION1

SCALE: 1/4" = 1'-0"C-505

C-505 3'-

5"

2'-3"

3'-0" 1"

1'-0" 3"

@ ADJACENT STRUCTURES - ELEVATION4

SCALE: 1/2" = 1'-0"C-505

TYPE K12 SECURITY FENCE END BOLLARD

AMERISTAR WIREWORKS

ANTI-CLIMB GROUNDABLE

FENCING

FIRST FLOOR

GALV. 12" STEEL PLATE WITH

POWDER COAT FINISH, GRIND

WELDS AND EDGES SMOOTH,

PAINTED TO MATCH FENCE, ALIGN

WITH TOP/BTM. OF FENCE INFILL

C-505

C-505

ADJACENT

BULIDING/STRUCTURE

3'-0"

1'-6" 1'-6"

TYPE K12 FENCE END BOLLARD 8

SCALE: 1/2" = 1'-0"C-505

FENCE BOLLARD - SEE

DETAILS, THIS SHEET

FOR ADD'L. INFO.

4" CONC. MAINT. STRIP W/

12" DEEP SCORED JOINTS

AT 6' O.C., ON ±6"

COMPACTED SUB-BASE

ADJACENT FINISHES

HOLD TOP POST

FOOTING BELOW

ADJACENT FINISHES

GRASSED

LAWN

AREAS

7'-0"

3/4" TO FACE OF I-BEAM

2 1/2"

1 1/2"

2" 2 1/2"

1 1/2"

2"

1.0 12" 3"

END BOLLARD - SECTION3

SCALE: 1 1/2" = 1'-0"C-505

TYPE K12 FENCE WITH

TYPE K12 FENCE - SECTION2

SCALE: 1 1/2" = 1'-0"C-505

C-505 4&5

C-505

TOP/BOTTOM RAIL

GALV. 4x1.75x0.10

STEEL I-BEAM

GALV. STEEL RAIL

3"x0.50"x10.5GA PAINTED, WELDED WIRE MESH

1" WIRE CABLE

GALV. HSS 8x8x.25"

STEEL BOLLARD

6,000 #PSI CONC.

CABLE RAIL

TOP/BOTTOM RAILCABLE RAIL 1" WIRE CABLE

GALV. HSS 8x8x.25"

STEEL BOLLARD

6,000 #PSI CONC.

GALV. 4x1.75x0.10

STEEL I-BEAM

GALV. STEEL RAIL

3"x0.50"x10.5GA PAINTED, WELDED WIRE MESH

ADJACENT FACE/WALL/FOOTING

GALV. 12" STEEL PLATE,

GRIND WELDS AND EDGES

SMOOTH, PAINTED TO

MATCH FENCE

ATTACH TO METAL

FENCE POST WITH

GROUND CLAMP

FENCE POST

'-0

1'-

0"

3 4" DIA COPPER-CLAD

STEEL GROUND ROD

#8 AWG SOLID COPPER

WIRE, ROUTE IN CONDUIT

TO PROTECT

MOLDED EXOTHERMIC

WELD OR APPROVED

CLAMP-TYPE FITTING

OF BRONZE

TYPICAL AT ALL CORNER POST,

END POST, AND GATE POST

MAXIMUM "IN-LINE" SPACING

SHALL BE 200 FEET

GROUNDING DETAIL7

SCALE: 1" = 1'-0"C-505

U

D A

S

C-505 02' 2'

1'-0"SCALE: 1/2" =

04' 4'

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

2' 08" 8"

1'-0'SCALE: 1-1/2" =

4"

CLIN "A" - DETAILS

I-BEAM (TYP.)

8X8 POST (TYP.)

ANTI-CLIMB FENCING FINISHED

TO MATCH ADJACENT

INTEGRAL RAIL

AND CABLE

BACKUP

NOTE: MINIMIZE OPENING BETWEEN THE FENCING AND OTHER ASSETS TO 3" OR LESS

lhenderson Chip NBAF 8

Jonathan.Lagerquist Cloud

Jonathan.Lagerquist

THIS SCOPE INCLUDED IN THE PROJECT

LEFT END RIGHT END

IMPACT SIDE

SAFE SIDE

IMPACT DIRECTION

36'-6" 34'-8"

11' 1'-8"

4'

9'

3'-9"

3'

11'

2'-7"

11'

4'

63'

36' (REQUIRED CLEARANCE)

24'

CLEAR

9'-9"

7'-8"

25'-2"

2"

1'-1"

2'

FOUNDATION (PER

MANUFACTURER'S WRITTEN

REQUIREMENTS FOR THIS

APPLICATION

PROVIDE A NEW GATE OPERATOR

RATED FOR THE ASSEMBLE.

INTEGRATE CONTROLS WITH

EXISTING.

PROVIDE FENCING TO MATCH EXISTING

ADJACENT FENCING MATERIAL

REMOVE AND REPLACE

FENCING TO MATCH "LIKE

IN KIND" AS REQUIRED TO

FACILITATE

CONSTRUCTION AND

SECURE THE SITE,

TYPICAL EACH SIDE

GATE REQUIRMENTS:

1. SHALL BE AN M50 RATED ASSEMBLY PER ASTM F2656.

ENGRAVED ALUMINUM LEGEND

PLATE, GRAY WITH CUSTOM

TEXT AS SHOWN (TYP.)

2-POSITION STANDARD KEYED SWITCH,

METAL, GRAY (PROVIDE 6 KEYS TO THE

CONTRACTING OFFICER)

SURFACE-MOUNTED

POWDER COATED SHEET

METAL CONTROL ENCLOSURE

WITH BASE AND COVER

M50 CANTILEVER GATE

OBSTRUCTION

LOOP

GATE OPERATOR

CONTROL

CONSOLE

CONTROL (LOCATED

IN GUARDHOUSE)

PLACE AS DIRECTED

BY THE

CONTRACTING

OFFICER

OUTBOUND

TRAFFIC LOOP

RIGHT END

ACCESS CONTROL

WHERE INDICATED

CONTROL/OPERATOR

PANEL

GATE SCHEMATIC

GATE REQUIREMENTS:

1. SHALL BE AN M50 RATED ASSEMBLY PER ASTM F2656.

2. VERIFY THE OPENING SIZE PRIOR TO ORDERING MATERIAL

3. PROVIDE A RIGHT/LEFT OPENING TO PERFORM IN A MANOR

INDICATED ON THE PLANS

M50 RATED CANTILEVER GATE1

SCALE: 1/8" = 1'-0"C-506

SAFE SIDE

2'

4'

CONCRETE

2'

4'

CONCRETE

6' 6' 9"

SAFE SIDE

4'

4'

"D"

"H"

"B"

7"

"G"

"J" SWING

CLEARANCE REQUIRED

"E"

ABOVE GROUND

CLEARANCE

REQUIRED

"I" ABOVE GROUND

CLEARANCE REQUIRED

A A

B

B

Ø11'-4" (I-BEAM

PROTRUSION) (5X)

45°

90°

Ø11'-4" (I-BEAM

PROTRUSION) (5X)

1'-5"

(BEAM WIDTH)

(TYPICAL)

Ø2'-8"

"J""I""E" "F" "G"

(2 REQ'D) "H""D""C""B""A"BARRIER

OPENING

29'-10"33'-10"33'-5" 27'-8 7/16" 28'-10" 29'-11 9/16" 33'-10" 29'-5" 30'-9 1/8"28 FOOT 28' 33'-10"37'-10"37'-5" 31'-8 7/16" 32'-10" 33'-11 9/16" 37'-10" 33'-5" 34'-9 1/8"32 FOOT 32'

OPEN CATCH

GATE REQUIREMENTS:

1. SHALL BE AN M50 RATED ASSEMBLY PER ASTM F2656.

2. VERIFY THE UTILITY LOCATIONS, EXISTING CONDITIONS AND

OPENING SIZE PRIOR TO ORDERING MATERIAL

3. PROVIDE A RIGHT/LEFT OPENING TO PERFORM IN A MANOR

INDICATED ON THE PLANS

SECURE CATCH

PIVOT HORIZONTAL SWING CRASH BEAM

WITH RETRO-REFLECTIVE

SURFACES ON BOTH FACES

FOUNDATIONS

CLEAR

OPENING

PIVOT

THREAT

K4/K12 ANTI-CRASH BEAM - ELEVATION3

SCALE: 1/8" = 1'-0"C-506

CONCRETE

6"

3'- 4"

1'-9" SQ.

4"

4'- 4"

1'

1'- 9"

FINISH SURFACE

AGGREGATE BASE

COMPACTED SUBGRADE

#4 BAR

(2) #4 HORZ. BARS T&B

3" CLEAR ALL SIDES

6' Ø SCH 40 S.S. PIPE

BOLLARD, W/ FLAT TOP

AND BRUSH FINISH

CONC. FTG.

#4 VERT. TIES,

EA. SIDE

TYPE 2 TRAFFIC BOLLARD5

SCALE: 3/4" = 1'-0"C-506

12" EXPANSION

MATERIAL

3"

2' DIA.

3" 1'-6"

2" C

LR

T

UR

F

3"

1" MIN.

3"

6'0 " M

IN

3"

PVC 40

LIGHT POLE

3 4" X 10' LONG COPPER ROD

W/ CADWELD CONNECTIONS

HANDHOLE FOR ACCESS TO WIRING INSIDE

POLE. (5" HIGH X 3" WIDE MIN. SIZE)

GROUND LUGS

BASE COVER

1" CHAMFER AROUND

TOP OF BASEFINISHED GRADE

(PAVED) (SEE

PLAN)

PROVIDE FORM FOR FIRST

12" @ TOP OF BASE

ANCHOR BOLTS AS PER

FIXTURE MANUFACTURER

CONCRETE BASE

CONDUIT & WIRING, 3'-0"

BELOW GRADE (MIN.)

NO. 3 REINFORCING ROD TIES

(TYP.); 4 SPACED @ 3" TOP;

REMAINDER @ 12" O.C.

8 NO. 5 VERTICAL REINFORCING

ROD IN A CIRCLE

LIGHT/CAMERA POLE FOUNDATION2

SCALE: 1/2" = 1'-0"C-506

C-506

U

D

08' 8'

1'-0"

4'

SCALE: 1/8" =

02' 2'

1'-0"SCALE: 1/2" =

016" 16"

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

8"

CLIN "A" - DETAILS

WELDED S.S.

TOP PLATE

ACCESS CONTROL PEDESTAL WITH BOLLARDS4

SCALE: NONEC-506

PLAN VIEW

ELEVATION VIEW

42"/72" PEDESTAL PRO

OR SIMILAR (SEE

ELECTRICAL DRAWINGS)

TYPE 2

TRAFFIC

BOLLARD

12"

MIN

4"±

12"Ø

1'-9"

SQ.

FOOTING BEYOND

RECESS TO ADD

CURB AND GUTTER

EXISTING

PAVEMENT

4'-0"

TYPE 2

TRAFFIC

BOLLARD

42"/72" PEDESTAL PRO OR SIMILAR

BACK OF BOLLARD SHALL BE

ROUGHLY ALIGNED WITH FRONT

FACE OF CONTROL PANEL (SEE

ELECTRICAL DRAWINGS FOR MORE

INFORMATION)

7" ±

7" ± lhenderson Chip NBAF 8

Jonathan.Lagerquist Line

Jonathan.Lagerquist Line

Jonathan.Lagerquist Line

Jonathan.Lagerquist Line

Jonathan.Lagerquist Line

Jonathan.Lagerquist Line

Jonathan.Lagerquist Line

Jonathan.Lagerquist Line

Jonathan.Lagerquist Cloud

Jonathan.Lagerquist

CANTILEVER GATE INCLUDED IN THIS SCOPE OF WORK

B

A

B

VA

RI

ES

8 ~ #5 BARS

2 1/2"CLR.

MANUFACTURER-

SUPPLIED CONCRETE

ANCHOR FERRULES

DIRECTION OF TRAFFIC

SIGN WIDTH

X (FT)

Y/2 (FT)

XYZ CALCULATION

XYZ (FT³) = X × Y × Z

USED TO DETERMINE POST SIZE ~

SEE FOUNDATION TABLES

Y (FT)

SIGN

HEIGHT

Z (FT)

LONGEST

POST

POST SIZE MAX. XYZ FDN. DIAM. FDN. DEPTH

FOUNDATION TABLE

3" SQ 250 18" 4' - 0"

SIGN NOTES:

· THE SIGN SHALL COMPLY WITH THE LOCAL INSTALLATION STANDARDS

· SHEET ALUMINUM SIGNS SHALL BE CONSTRUCTED OF MATERIAL CONFORMING TO ASTM B209 ALLOY

· 6061-T6 OR ALLOY 5052-H36 OR H38. ALLOY 5005-H34 MAY BE USED FOR SIGN OVERLAYS.

· LOCATE 2' BEYOND CURB OR 5' BEYOND PAVEMENT EDGE WHERE CURBS DO NOT EXIST.

· THE SIGN BASE SHALL NOT OVERHANG THE FOUNDATION.

· THE BASIS OF THIS DESIGN 100 MPH, MIN. WIND GUST.

· STEEL SIGN STRUCTURES AND POSTS SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE

WITH AASHTO M111, UNLESS NOTED OTHERWISE IN THE PLANS.

· ALL BOLTS, NUTS, AND WASHERS SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH

ASTM F2329.

· SIGN POST SHALL HAVE A MINIMUM WALL THICKNESS OF 18".

· FINISHES: PENTABOND POWDER (BLACK OR APPROVED) UNLESS NOTED OTHERWISE

C-507

U

D

CLIN "A" - DETAILS

IDENTIFI-

CATION

NUMBER WIDTH HEIGHT

QNTY BACK-

GROUND LEGEND BORDER

SIZE OF SIGN COLOR

SYMBOL

REMARKS

SIGN DETAIL1

SCALE: NONEC-507

R3-1 24" 24" WHITE BLACK/

RED BLACK1 -

SIGN PANEL

CROSS BRACE

BOTTOM

OF SIGN

FINISHED

GROUND

LINE

SIGN PANEL

TOP OF

SIGN

BOTTOM

OF SIGN

TOP OF

SIGN

SIGN POST

BOTTOM OF

SIGN POST

BRACKET

BREAKAWAY

SIGN POST

BRACKET

STEEL TUBE SIGN POST,

POWDER COATED (BLACK)

1" DIAM. NYLON WASHER

5/16" DIAM. HEX

HEAD BOLT

1" DIAM. STEEL

FLAT WASHER

SIGN PANEL SIGN POST

STEEL LOCK

WASHER

3/8" HEX

HEAD NUT

FINISHED

GROUND LINE

BREAKAWAY SIGN BRACKET ASSEMBLY

ELEVATION

EXPLODED VIEW

VIEW

DETAIL

ELEVATION VIEW

TYPE AS & TYPE AP FOUNDATION

TRAFFIC SIGN SUMMARY

STEEL TUBE

SIGN POST

BRACKET

(TYP.)

ANCHOR

COUPLING

(TYP.)

ANCHOR

FERRULE

(TYP.)

SIGN PANEL

3" SQ. SIGN

SUPPORT

3" SQ.SIGN POST

FINISHED GROUND

LINE

BOTTOM OF SIGN

POST BRACKET

2" CHAMFER

7'- 0"

M

IN

VA

RI

ES

≈ 2

4" #4

S

PI

RA

L H

OO

P

W

IT

H 6"

P

IT

CH

~O

NE

CO

MP

LE

TE

T

UR

N

AT

T

OP

A

ND

B

OT

TO

M

4"

2 1 /2"

NO

M.

FO

UN

DA

TI

ON

D

EP

TH

V

AR

IE

S

SE

E

TA

BL

E

CONCRETE

CLASS 4000P

#5 BAR (TYP.)

EVENLY SPACED

VA

RI

ES

SE

E

TA

BL

E lhenderson Chip NBAF 8

Jonathan.Lagerquist Line

ENTRY

TS.120

MAIL SCAN

TS.121

SUSPICIOUS

MAIL STORAGE

TS.123

SECURITY

OFFICE

TS.116

TOILET

TS.131

7 8

LOADING DOCK

SIDEWALK

U

D

CLIN "A" - TRANSSHIPPING SECURITY ROOM MODIFICATIONS1

SCALE: 1/4" = 1'-0"A-101

04' 4'

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

2'

TRANSSHIPPING PARTIAL FLOOR PLAN

A-101

1. SALVAGE , ADJUST LOCATION AND REUTILIZE THE EXISTING X-RAY SCANNER. (GOVERNMENT

FURNISHED CONTRACTOR INSTALLED (GFCI)).

2. INSTALL A MAGNETOMETER FOR PERSONNEL SCREENING. GOVERNMENT FURNISHED

CONTRACTOR INSTALLED (GFCI)). SEE ELECTRICAL FOR MORE INFORMATION.

3. PROVIDE A DIRECTIONAL CAMERA, CEILING MOUNT AND HOUSING. SEE ELECTRICAL FOR

MORE INFORMATION.

4. PROVIDE A 360° CAMERA, CEILING MOUNT AND HOUSING. SEE ELECTRICAL FOR MORE

INFORMATION.

5. PROVIDE AN OPTICAL TURNSTILE. SEE ELECTRICAL FOR MORE INFORMATION.

6. PROVIDE CARD READERS. SEE ELECTRICAL FOR MORE INFORMATION.

7. SALVAGE, RELOCATE AND INSTALL LOCKERS AS DIRECTED BY THE CONTRACTING OFFICER,

EXISTING LOCATION SHOWN.

KEYED NOTES :#

777777

6'Ø ACCESS CIRCLE

6'Ø ACCESS CIRCLE

GENERAL NOTES :

THE WORK ASSOCIATED WITH THIS IMPROVEMENT WILL REQUIRE MODIFICATIONS OF

ARCHITECTURAL FINISHES AND ELECTRICAL.

THE CONTRACTOR MUST ANTICIPATE REPAIRING DAMAGED FINISHES, UNIFORMALLY , TO

MATCH EXISTING "LIKE-IN-KIND".

CLIN "A"

FREE STANDING LOCKERS IN

THEIR EXISTING LOCATION

lhenderson Chip NBAF 8

Jonathan.Lagerquist Line

1 2 3 4 5 6 7 8 9 10 13 14 15 16

C

B

A

2.9

B.7

A.4

B.1

E

VEHICLE

WASH/ANIMAL

RECEIVING

TS.143

CYLINDER

STORAGE

TS.137

CHEM WASTE

STORAGE

TS.138

SAMPLE

VESTIBULE

TS.119

FIRE

PROTECTION

ROOM

TS.104

BREAK ROOM

TS.112

OFFICE

TS.113

ENTRY

TS.120

TOILET

TS.107

TOILET

TS.106

TOILET -SIP

TS.111

JAN. CLOSET

TS.109

SHELTER IN

PLACE

TS.110

DIAG. SAMPLE

STORAGE

TS.118

SCIENCE

EQUIPMENT

TS.126

INCOMING

LOADING DOCK

TS.129

MAIL SCAN

TS.121

CORRIDOR

TS.103.1

CHARGING/

SHIPPING

TS.128

CHANGE

TS.125

CONTAINED

MAIL STORAGE

TS.124

SUSPICIOUS

MAIL STORAGE

TS.123

PALLET

STORAGE

TS.133

USED

COMPUTER

STORAGE

TS.130

MEN LOCKERS

TS.108.1

WOMEN

LOCKERS

TS.105.1

PERSONNEL

WASH AREA

STAIR 1 TS.142

ST.101

VEHICLE

SERVICE BAY

TS.100.1

SMALL

VEHICLES

TOOLS AND

PARTS

STORAGE

TS.101

OFFICE

TS.114

OFFICE

TS.115 SECURITY

OFFICE

TS.116

MAIL ROOM

TS.117

CORRIDOR

TS.103.2

RADIO-WASTE

TS.136

LOCKERS

TS.140

EQUIPMENT

TS.141

WASTE DOCK

TS.139

STORAGE

TS.100.2

VESTIBULE

TS.102

WAREHOUSE

STORAGE

TS.132

UTILITY

TS.122

OUTGOING

DOCK

TS.134

FEED

STORAGE

TS.135

STORAGE

TS.150

TESTING

AND LOGOUT

TS.127

LOW FIRST FLOOR

1136' 6"

FIRST FLOOR

1140' 6"

LOW FIRST FLOOR

1136' 6"

ELEC. CLO.

TS.103.4

FIRST FLOOR

1140' 6"

SHOWER

TS.108.2

SHOWER

TS.105.2

TOILET

TS.131

DN

UP

UP

DN

DN DN

SHAFT

SH.101

STAIR 2

ELEC.

TS.103.5

1 2 3 4 5 6 7 8

D

C

B

A

2.9

B.7

A.4

B.1

E

STAIR 1

ST.001

ELECTRICAL

ROOM

TS.005

MDF

TS.004

UTILITY ROOM

TS.001

SECURITY

TS.003

BASEMENT

TS.002

STORAGE

TS.006

BASEMENT FLOOR

1124' 6"

UP

1 2

B

A

GUARD HOUSE

ECPN.100

1140' 9"

U

D

CLIN "A" - TRANSSHIPPING FIRST FLOORPLAN1

SCALE: 3/32" = 1'-0"A-201

1'-0'

0128" 128"64"

SCALE: 3/32" =

TRANSSHIPPING FLOOR PLANS

A-201

CLIN "A"

CLIN "A" - TRANSSHIPPING BASEMENT FLOORPLAN2

SCALE: 3/32" = 1'-0"A-201

04' 4'

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

2'

CLIN "A" - ECP-N FLOORPLAN3

SCALE: 3/32" = 1'-0"A-201

GENERAL NOTES :

PLANS ON THIS SHEET ARE FOR REFERENCE ONLY

HANDHOLE. SOLID BOTTOM WITH TRAFFIC RATED LID.

CCTV SYSTEM

EXTERIOR THERMAL POLE MOUNTED CAMERA. AXIS

Q1942-E-35MM.

EXTERIOR PTZ DOME CAMERA POLE MOUNT. AXIS

Q6075-E

INTERCOM SYSTEM

ELECTRICAL LEGEND

1. ALL EQUIPMENT AND DEVICES ARE TO BE FLUSH

MOUNTED UNLESS OTHERWISE NOTED.

2. DEVICES NOTED AS "GFI" SHALL BE GROUND FAULT

CIRCUIT INTERRUPTING DEVICES.

3. DEVICES NOTED AS "WP" SHALL BE WEATHERPROOF

WHILE-IN-USE.

4. DEVICES NOTED AS "ETR" ARE EXISTING TO REMAIN.

5. DEVICES NOTED AS "RL" ARE EXISTING TO BE RELOCATED.

6. ALL EQUIPMENT SHOWN IN DIM PRINT IS EXISTING TO

REMAIN.

SINGLE-POLE, SINGLE-THROW SWITCH. MOUNT

CENTERLINE OF BOX AT 45"A.F.F. UNLESS NOTED

OTHERWISE.

VLD

GO

INTERCOM SUBSTATION PEDESTAL MOUNT. ZENITEL

TCAS-2.

PARKING BARRIER ARM.

I2

PG

S

H H

J

J

DUPLEX RECEPTACLE, NEMA 5-20R, MOUNTED 18"

A.F.F. TO CENTERLINE OF BOX UNLESS NOTED

OTHERWISE.

PANELBOARD.

CEILING MOUNTED JUNCTION BOX.

WALL MOUNTED JUNCTION BOX.

FLEXIBLE CONNECTION TO EQUIPMENT.

GEAR

CONDUIT AND WIRING

RECEPTACLES

SWITCHES

ACCESS CONTROL

GENERAL NOTES

COMMUNICATIONS

MISCELLANEOUS

COMBINATION TELEPHONE/DATA OUTLET MOUNTED

18" A.F.F. TO CENTERLINE OF BOX UNLESS NOTED

OTHERWISE.

CONDUCTORS IN CONDUIT CONCEALED WITHIN

WALL OR CEILING. TIC MARKS INDICATE NUMBER

OF CONDUCTORS. THE EQUIPMENT GROUNDING

CONDUCTOR IS NOT SHOWN, BUT SHALL BE

PROVIDED. SIZE THE EQUIPMENT GROUNDING

CONDUCTOR AND THE CONDUIT PER THE NEC.

THE ABSENCE OF TIC MARKS SIGNIFIES THAT

TWO CONDUCTORS PLUS AN EQUIPMENT

GROUNDING CONDUCTOR SHOULD BE PROVIDED.

FOR EXAMPLE, THE MARKINGS TO THE LEFT

SIGNIFY THAT THREE CONDUCTORS PLUS AN

EQUIPMENT GROUNDING CONDUCTOR SHOULD

BE PROVIDED.

CONDUCTORS IN CONDUIT CONCEALED BELOW

GRADE OR FLOOR. TIC MARKS INDICATE

NUMBER OF CONDUCTORS. THE EQUIPMENT

GROUNDING CONDUCTOR IS NOT SHOWN, BUT

SHALL BE PROVIDED. SIZE THE EQUIPMENT

GROUNDING CONDUCTOR AND THE CONDUIT PER

THE NEC. THE ABSENCE OF TIC MARKS

SIGNIFIES THAT TWO CONDUCTORS PLUS AN

EQUIPMENT GROUNDING CONDUCTOR SHOULD

BE PROVIDED. THE MARKINGS TO THE LEFT

SIGNIFY THAT THREE CONDUCTORS PLUS AN

EQUIPMENT GROUNDING CONDUCTOR SHOULD

BE PROVIDED.

THE TEXT INSIDE THE ARC INDICATES THE AWG

SIZE OF THE CONDUCTORS THAT SHALL BE RUN

IN THE CONDUIT. THE ABSENCE OF TEXT

SIGNIFIES THAT THE CONDUCTORS SHOULD BE

#12 AWG.

CIRCUITRY RUN IN STRAIGHT LINE SEGMENTS

SIGNIFIES EXPOSED SURFACE-MOUNTED

RACEWAY (SEE SPECIFICATIONS).

HOMERUN TO PANELBOARD. ARC DENOTES

CONCEALED CIRCUITRY. TEXT DENOTES

PANELBOARD NAME WITH CIRCUIT NUMBER.

DEVICES HAVING CIRCUIT NUMBERS LOCATED

BESIDE THEM MAY NOT SHOW THE CIRCUIT

NUMBERS AT THE HOMERUN ARROWS.

PARTIAL HOMERUN TO PANELBOARD. COMBINE

ALL PARTIAL HOMERUNS THAT ARE ON THE SAME

CIRCUIT IN A JUNCTION BOX PRIOR TO ENTERING

THE PANELBOARD.

LOW VOLTAGE CONDUCTORS USED FOR MOTION

DETECTOR CIRCUITRY. SEE MANUFACTURER'S

RECOMMENDATIONS FOR CONDUCTOR

REQUIREMENTS.

GATE OPERATOR. HYSECURITY SLIDE DRIVER II

SD50F.

VEHICLE DETECTION LOOP.

R4

CARD READER/ADA PUSH BUTTON PEDESTRIAN

PEDESTAL. HID RK40(921N), ADA BUTTON.

CARD READER/KEYPAD. HID RK40(921N).

R10

CARD READER/ADA PUSH BUTTON PEDESTRIAN

PEDESTAL. HID RK40(921N), ADA BUTTON.

R11

C1 EXTERIOR PEDESTAL MOUNTED CAMERA. AXIS

P3265-LVE.

PP PEDESTRIAN PEDESTAL.

VP VEHICLE PEDESTAL.

PTZ INTERIOR PTZ DOME CAMERA POLE MOUNT. AXIS

Q6075.

PTZ

INTERIOR 360° CIELING MOUNTED CAMERA. AXIS

P3727-PLE.360

MANUFACTURER PROVIDED CONTROL PANEL.CP

PERSONNEL TURNSTILE. ALVARADO MST.PT

HANDICAP PERSONNEL GATE. ALVARADO MSG.HG

CARD READER/KEYPAD. HID RK40(921N).CR

LUMINAIRES (See Light Fixture Schedule)

EXISTING SITE LIGHT POLE TO BE RELOCATED.

RL

ELECTRICAL LEGEND

E000

U

D

E600

U

D

CLIN A - PANEL SCHEDULES

GENERAL NOTES:

A. ALL TEXT AND EQUIPMENT SHOWN IN DIM PRINT IS EXISTING TO REMAIN.

Jonathan.Lagerquist Line

Jonathan.Lagerquist Line

Jonathan.Lagerquist Line

REPLACE

8 REPLACE

CAMERA SYSTEM

NETWORK SWITCH

(AT THE BASE OF

THIS POLE)05-1NPLG1-17

6 6

CAMERA SYSTEM

NETWORK SWITCH

(AT THE BASE OF

THIS POLE)

CAMERA SYSTEM

NETWORK SWITCH

(AT THE BASE OF

THIS POLE)

CAMERA SYSTEM

NETWORK SWITCH

(AT THE BASE OF

THIS POLE)

EXISTING

CAMERA

POLE TO

REMAIN.

PTZ PTZ

PROVIDE NEW THERMAL CAMERA,

PTZ CAMERA, CAMERA POLE, AND

FOUNDATION.

PROVIDE NEW THERMAL CAMERA,

PTZ CAMERA, CAMERA POLE, AND

FOUNDATION.10

EXISTING

CAMERA

POLE TO

REMAIN.

CAMERA SYSTEM

NETWORK SWITCH

(AT THE BASE OF

THIS POLE)

CLIN A - SITE CAMERA AND CALLOUT PLAN1

SCALE: 1" = 30'ES100

CLIN A - SITE CAMERA AND CALLOUT PLAN

ES100SCALE: 1"=

030 30

30'

KEYED NOTES:

1. SEE SHEET EP100 FOR ENLARGED PLAN OF…