Attachment 9 CLIN E Drawings.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 "E" - ALTERNATE EGRESS

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 6 TITLE SHEET

T-102 2 OF 6 CLIN "D" - GENERAL NOTES

V-101 3 OF 6 SURVEY PLAN - CLIN "E"

C-101 4 OF 6 DEMO PLAN - CLIN "E"

C-201 5 OF 6 SITE PLAN - CLIN "E"

C-501 6 OF 6 CLIN "E" - DETAILS

U

D A

S

PROJECT LOCATION

PROJECT

LOCATION

PROJECT LOCATION

LOCATION MAP (1" = 60 MILES)

lhenderson Chip NBAF 8

CLIN "E" - GENERAL NOTES

T-102

U

D

SITE SECURITY DEVICE SCHEDULE

BASIS OF DESIGN OR APPROVED EQUAL

ITEM TYPE MANUFACTURER MODEL GENERAL DESCRIPTION ELECTRICAL REQUIREMENTS

1 REINFORCED PAVEMENT PRESTO GEOBLOCK REINFORCED TURF PAVING SYATEM -

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.

4'X6' AREA INLET

CONCRETE

RIM=1126.80

OUT(SW) 6"PVC=1116.87

OUT(W) 36"RCP=1115.77

SANITARY SEWER MAN HOLE

4' DIA

RIM=1125.16

IN(S) 8"VCP=1108.39

IN(NW) 8"PVC=1106.68

OUT(SW) 8"PVC=1106.21

5'X5' AREA INLET

CONCRETE

RIM=1125.48

IN(N) 6"CPP=1121.74

IN(N) 4"PVC=1117.43

OUT(S) 18"RCP=1117.35

NOTE: 4" PVC ABANDONED

5'X5' AREA INLET

CONCRETE

RIM=1124.81

IN(NE) 6"PVC=1116.33

IN(N) 18"RCP=1115.33

IN(N) 30"RCP

OUT(SW) 30"RCP=1115.20

30" RCP

6" PVC

18" RCP

4" PVC

"R

CP

6" CPP4"

P

VC

36" RCP

SANITARY SEWER MANHOLE

4' DIA

RIM=1129.30

IN(E) 6"PVC=1110.10

IN(NE) 8"PVC=1109.90

OUT(SW) 8"PVC=1109.66

SANITARY SEWER MANHOLE

4' DIA

RIM=1134.74

IN(E) 8"PVC=1119.74

OUT(W) 8"PVC=1117.90

SANITARY SEWER MANHOLE

4' DIA

RIM=1133.88

IN(E) 8"PVC=1111.18

OUT(SW) 8"PVC=1111.04

UTILITY VAULT

UTILITY VAULT

ON CONCRETE

PAD

EDGE OF LANDSCAPE

30" RCP

UTILITY VAULT

AREA INLET

CONCRETE

METAL POWER

POLE BASE

SIGNAL VAULT

LANDSCAPE BLOCK

CONCRETE RETAINING

WALL

LANDSCAPE

BLOCK

LANDSCAPE

BLOCK

CONC. PAD

U

D

SURVEY PLAN - CLIN "E"1

SCALE: 1" = 20'V-101

SCALE: 1" =

020 2010

20'

SURVEY PLAN - CLIN "E"

V-102

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

AREA INLET

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:

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.

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

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

OVERLAID ON THE PROPOSED CIVIL DRAWING.

15.0

Electric Manhole Rim Elevation 1134.00

Electric Manhole Rim Elevation 1123.50

Electric Manhole Rim Elevation 1122.50

Electric Manhole Rim Elevation 1133.90

Electric Manhole Rim Elevation 1132.10

Electric Manhole Rim Elevation 1133.90

Electric Manhole Rim Elevation 1133.60

Fiber Optic Manhole Rim Elevation 1134.00

Drainage Manhole Rim Elevation 1120.50

Drainage Manhole Rim Elevation 1120.40

Drainage Manhole Rim Elevation 1131.00

Fiber Optic Manhole Rim Elevation 1134.00

G x

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U

D

DEMO PLAN - CLIN "E"1

SCALE: 1" = 20'C-101

SCALE: 1" =

020 2010

20'

DEMO PLAN - CLIN "E"

C-101

MATCH EXISTING

GRADE

MATCH EXISTING

GRADE

1. REMOVE AND DISPOSE OF EXISTING ARCHITECTURAL

CONCRETE.

2. REMOVE AND DISPOSE OF TURF AND SUBGRADE AS

NECESSARY TO FACILITATE NEW WORK AND RETAIN EXISTING

DRAINAGE PATTERNS.

KEYED NOTES :#

EXISTING REINFORCED TURF

LINEAR DEMOLITION

LEGEND - DEMOLITION

15.0GRADE TO DRAIN

Electric Manhole Rim Elevation 1134.00

Electric Manhole Rim Elevation 1123.50

Electric Manhole Rim Elevation 1122.50

Electric Manhole Rim Elevation 1133.90

Electric Manhole Rim Elevation 1132.10

Electric Manhole Rim Elevation 1133.90

Electric Manhole Rim Elevation 1133.60

Fiber Optic Manhole Rim Elevation 1134.00

Drainage Manhole Rim Elevation 1120.50

Drainage Manhole Rim Elevation 1120.40

Drainage Manhole Rim Elevation 1131.00

Fiber Optic Manhole Rim Elevation 1134.00

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N: 319,911.90 E: 1,714,258.72

N: 319,896.90 E: 1,714,258.72

N: 319,896.90 E: 1,714,359.74

N: 319,882.61 E: 1,714,188.01

N: 319,872.00 E: 1,714,198.62N: 319,847.34

E: 1,714,152.75

N: 319,782.24 E: 1,714,088.81

N: 319,824.76 E: 1,714,030.85

N: 319,911.90 E: 1,714,312.82

N: 319,835.35 E: 1,714,164.74

U

D

SITE PLAN - CLIN "E"1

SCALE: 1" = 20'C-201

SCALE: 1" =

020 2010

20'

SITE PLAN - CLIN "E"

C-201

MATCH EXISTING

GRADE

MATCH EXISTING

GRADE

1. PROVIDE ARCHITECTURAL CONCRETE. (SEE DETAIL 1/C-501).

2. PROVIDE REINFORCED GRASS PAVEMENT, FINISHED GRADE

SHALL MATCH EXISTING GRADE. (SEE DETAIL 2/C-501).

KEYED NOTES :#

NEW REINFORCED TURF

NEW ARCHITECTURAL CONCRETE

LEGEND - DEMOLITION

58" Ø X 12" @ JOINT W/ SLEEVE

1'-0"

4" 4"

1"

1 12" MAX.

COMPACTED

STRUCTURAL FILL

NOTE: JOINT SPACING/EDGER

LENGTH 4'-0" MAX.

PERPENDICULAR TO EDGER

ALIGNMENT, 12" SCORED JOINT

MINIMUMC.I.P. CONC. EDGER

(TYP.) OF 2)

12" CHAMFER

FINISH GRADE

- VARIES

C.I.P CONC. EDGER1

SCALE: 1 1/2" = 1'-0"C-501

6"

2"

TOPSOIL WITH SODDING (TO

MATCH ADJACENT TURF)

REINFORCED TURF - SEE SPECS.

ENGINEERED BASE (CRUSHED STONE AASHTO

#5 BLENDED WITH PULVERIZED TOPSOIL)

GEOTEXTILE SEPARATOR

SUBGRADE

REINFORCED TURF2

SCALE: 1" = 1'-0"C-501

U

D

CLIN "E" - DETAILS

C-501

01' 1'

1'-0"SCALE: 1" =

08" 8"

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

4"