Attachment 5 CLIN B 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 "B" - ENTRY CONTROL POINT

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 13 CLIN "B" - ENTRY CONTROL POINT TITLE SHEET

T-102 2 OF 13 CLIN "B" - GENERAL NOTES

V-101 3 OF 13 SURVEY PLAN - CLIN "B"

C-101 4 OF 13 DEMO PLAN - CLIN "B"

C-201 5 OF 13 SITE PLAN - CLIN "B"

C-501 6 OF 13 CLIN "B" - DETAILS

C-502 7 OF 13 CLIN "B" - DETAILS

C-503 8 OF 13 CLIN "B" - DETAILS

ED000 9 OF 13 CLIN B - DEMOLITION ELECTRICAL LEGEND

ED100 10 OF 13 CLIN B - ECPW LIGHTING DEMOLITION

E000 11 OF 13 CLIN B - ELECTRICAL LEGEND

EL100 12 OF 13 CLIN B - ECPW LIGHTING NEW WORK

EL500 13 OF 13 CLIN B - LIGHTING FIXTURE DETAILS

U

D A

S

PROJECT LOCATION

PROJECT

LOCATION

PROJECT LOCATION

LOCATION MAP (1" = 60 MILES)

lhenderson Chip NBAF 8

CLIN "B" - 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 HORIZONTAL CRASH BEAM NASATKA NMSB XII HOR MANUAL HORIZONTAL PIVOT CRASH BEAM M50

RATED -

SCALE: 1"=

050 50

50'

ENTRY CONTROL POINT - WEST1

SCALE: 1" = 50'T-102

WORK REQUIREMENTS NOTE:

A. WORK ON BOTH ENTRANCE 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. MAINTAIN A MINIMUM OF A 12' TRAVELED WAY AT ALL TIMES FOR ENTRANCE AND EGRESS TRAFFIC. METHODS MAY INCLUDE EITHER ROADWAY PLATES OR PHASED CONSTRUCTION.

C. 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 WINDOWS WHERE FUELING TRUCKS, TRASH HAULERS AND SIMILAR VEHICLES WILL BE ALLOWED IN A "WORKING DAY" WINDOW.

D. 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.

E. 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

GUARD

HOUSE

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.

STOP

STOP HERE

ON RED

STAY RIGHT

OF ISLAND

BICYCLE

PARKING

STOP HERE

ON RED

4'X6' AREA INLET

CONCRETE

RIM=1113.37

IN(NW) 30"RCP=1087.87

OUT(SE) 30"RCP=1087.67

4'X4' AREA INLET

CONCRETE

RIM=11052.77

OUT(N) 15"RCP=1097.07

4'X4' AREA INLET

CONCRETE

RIM=1102.23

IN(S) 15"RCP=1095.78

OUT(E) 15"RCP=1095.76

AREA INLET

10" DIA PLASTIC

RIM=1100.12

OUT(W) 6"CPP=1097.80

UTILITY VAULT

UTILITY VAULT

WROUGHT IRON FENCE

WITH STAGGERED CAPPED BLOCK (TYP)

WEDGE BARRIER

WEDGE BARRIER

UTILITY VAULT

ELECTRIC TANSFORMER

6" CPP

LIMESTONE BARRIER

SNSC B AND CL

RULES AND REGULATIONS WEDGE BARRIER

CONTROL BOX

AREA INLET

UTILITY VAULT

SIGNAL VAULT

LANDSCAPING

LANDSCAPING

LANDSCAPING

CONCRETE

30" RCP

30" RCP

" R

CP

1/2" X 24" REBAR

W/PINK CP CAP

ELEV=1109.935

N=319599 E=1713763.40

1/2" X 24" REBAR

W/PINK CP CAP

ELEV=1098.170

N=319599.16 E=1713422.42

BM #62

STAINLESS STEEL

SECURITY GATE

COVERED

BUS STOP

1' STOP BAR

CANOPY

CANOPYSOLID WHITE LINE SOLID WHITE LINE

DASHED WHITE LINESOLID WHITE LINESOLID WHITE LINE

SECURITY

TURNSTILE

GATE ARM

GATE ARM

GATE ARM

15" RCP

30" RCP

FF=1100.73

BUILDING 6

B2 AND C3

SIGNAL

SIGNAL

GATE ARM

1' STOP BAR

U

D

SURVEY PLAN - CLIN "B"1

SCALE: 1" = 20'V-101

SCALE: 1" =

020 2010

20'

SURVEY PLAN - CLIN "B"

V-101

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.

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

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:

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.

Catch Basin Rim Elevation 1113.90

Catch Basin Rim Elevation 1102.70

Catch Basin Rim Elevation 1102.80

Catch Basin Rim Elevation 1114.00

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U

D

DEMO PLAN - CLIN "B"1

SCALE: 1" = 20'C-101

SCALE: 1" =

020 2010

20'

DEMO PLAN - CLIN "B"

C-101

1. REMOVE AND DISPOSE OF CURB AND GUTTER.

2. REMOVE AND DISPOSE OF CONCRETE PAVEMENT.

KEYED NOTES :#

CONCRETE PAVEMENT

CURB AND GUTTER

LEGEND - DEMOLITION

Catch Basin Rim Elevation 1113.90

Catch Basin Rim Elevation 1102.70

Catch Basin Rim Elevation 1102.80

Catch Basin Rim Elevation 1114.00

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T 0.0

FT

/F T

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N: 319,668.94 E: 1,713,351.05

N: 319,654.86 E: 1,713,351.06

N: 319,668.98 E: 1,713,319.15

N: 319,654.94 E: 1,713,319.15

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D

SITE PLAN - CLIN "B"1

SCALE: 1" = 20'C-201

SCALE: 1" =

020 2010

20'

SITE PLAN - CLIN "B"

C-201

1. PROVIDE NEW CURB AND GUTTER. (SEE DETAIL 3/C-501).

2. PROVIDE NEW PAVEMENT. (SEE DETAIL 1/C-501).

3. PROVIDE NEW MANUALLY OPERATED HORIZONTAL SWING ARM

(28' CLEARANCE). (SEE DETAIL 2/C-501).

4. PROVIDE NEW REMOVABLE BOLLARD. (SEE DETAIL 1/C-502).

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

DETAILS ON C-503).

KEYED NOTES :#

NEW CONCRETE PAVEMENT

NEW CURB AND GUTTER

LEGEND

NEW REMOVABLE BOLLARDS

R6-1

R6-1

C-201

ENLARGED SITE PLAN - CLIN "B"2

SCALE: 1" = 10'C-201

SCALE: 1" =

010 10

10'

GRADE TO MATCH EXISTING

GRADE TO MATCH EXISTING

Jonathan.Lagerquist Text Box Removed from this SOW

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"

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 MANNER

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 CABLE RUN - ELEVATION2

SCALE: 1/8" = 1'-0"C-501

CONCRETE

U

D

CLIN "B" - DETAILS

C-501

TYPICAL PAVEMENT SECTIONS1

SCALE: NONEC-501

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.

KANSAS DEPARTMENT OF TRANSPORTATION

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%

08' 8'

1'-0"

4'

SCALE: 1/8" =

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-501

MINIMUM REQUIREMENTS: MATCH EXISTING

CONCRETE CURB AND GUTTER PROFILE AND

FINAL FINISH APPEARANCE

CHAIN

FINISHED GRADE

BASE ASSEMBLY

2'

- 6

1'

- 6

6"

1/2

POST

8 1 /2"2"

3/4"

8 1/2"

1 1/4"

/16

8 1/2"

1 1/4"

1'

- 0

5"

5"

1/8" × 4 1/2"

DIAM. STEEL PLATE

GRANULAR, FREE

DRAINING MATERIAL

2" 1/2

3'

- 6

1'

- 2

4" M

IN

1/8" PLATE

1'

- 2

1/ 2"

A

DIRECTION TRAFFIC

1/8

1/8" × 1 7/8"

SQUARE PLATE

PIPE DRAIN

~ 3/4" I.D. 7" LONG

2"

1 1/4" × 2", FULL SURFACE,

HEAVY DUTY, WELD-ON HINGE

1/4" CHAIN ~ GRADE 3,

6" LONG

A

3 13/16" DIAM.

1/8" PLATE

4 3/4" DIAM.1/8" PLATE

1/4" × 1 1/2" × 2" STEEL PLATE WITH

ROUNDED CORNERS AND 3/4"

CENTERED HOLE

1/8

1/8

3/4" DIAM.

DRAIN HOLE

1/2" CHAMFER

(TYP.)

1/8

CONCRETE FOOTING

1/8 1/8

1/8

1/8 1 - 3 3/4

1/8

1/8" × 1 7/8"

SQUARE PLATE

CAP

8 1 /2"2"

STEEL PIPE ~ ASTM A 53, NPS 3 (3"

NOM.), SCHEDULE 80

STEEL PIPE ~ ASTM A 53, NPS 4

(4" NOM.), SCHEDULE 40

~ WELD TO TOP PLATE

ALL 4

SIDES

SEAL

WELD PRIME AND PAINT ASSEMBLY WITH A "HIGHLY VISIBLE"

COLOR. (SAFETY YELLOW IS ACCEPTABLE) ALL

SURFACES, NOT CAST IN CONTACT WITH CONCRETE,

SHALL BE PRIMED AND PAINTED.

4" M

IN

1/2" REFLECTIVE TAPE (TYP.)

DIRECTION TRAFFIC

1/2" REFLECTIVE TAPE

(ENGINEERING GRADE, YELLOW,

TYP.)

1/2" EXPANSION MATERIAL

FULL PAVEMENT DEPTH

NOTE: STEEL PIPE FOR BOLLARDS SHALL

CONFORM TO ASTM A53, TYPE E OR S,

GALVANIZED.

4" M

IN

1/2" EXPANSION MATERIAL FULL

PAVEMENT DEPTH

1/2" EXPANSION MATERIAL

FULL PAVEMENT DEPTH

CONCRETE FOOTING

@ 1'-2 12" Ø

PLAN VIEW

ROUND FOOTING SQUARE FOOTING

COVER PLATE

CAP

BASE PLATE

POST SLEEVE

TOP PLATE

BASE ASSEMBLY

ISOMETRIC COVER PLATE ASSEMBLY

POST

STEEL CAP PLATE

CAP AND HINGE

BASE PLATE

SECTION A-A

COVER PLATE TOP PLATE

POST SLEEVE

BASE ASSEMBLY COMPONENTS

REMOVABLE BOLLARD DETAILS1

SCALE: 1 1/2" = 1'-0"C-502

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C-502

CLIN "B" - DETAILS

08" 8"

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

4"

A. PRIOR TO BEGINNING WORK, SURVEY EXISTING ELECTRICAL SYSTEMS. DOCUMENT, IN WRITING, SIGNED BY THE CONTRACTING OFFICER, ANY PORTIONS OF THE EXISTING SYSTEMS THAT ARE NOT OPERATING PROPERLY BEFORE CONSTRUCTION BEGINS. ANY ELECTRICAL SYSTEMS FOUND INOPERABLE AT THE END OF THE CONSTRUCTION PROCESS THAT HAS NOT BEEN SO DOCUMENTED SHALL BE REPAIRED BY THE CONTRACTOR AT HIS OWN EXPENSE.

B. PERFORM DEMOLITION WORK AS FOLLOWS:

1. DEMOLISH DEVICE OR END OF LINE EQUIPMENT.

2. IF REQUIRED DEMOLISH RACEWAYS AND CIRCUITRY BACK TO A JUNCTION BOX OR OTHER COMMON CONNECTION POINT. (INCLUDING ALL RACEWAYS

AND CIRCUITRY ASSOCIATED WITH CONTROLS).

ELECTRICAL DEMOLITION LEGEND

CIRCUITRY, RACEWAYS, & SWITCHING

EXISTING DEVICE TO REMAIN.ETR

EXISTING DEVICE TO BE DEMOLISHED IN ITS ENTIRETY. IF THE

DEVICE IS ON A DEDICATED CIRCUIT, THE CIRCUITRY SHALL BE

DEMOLISHED BACK TO THE PANEL AND THE BREAKER LABELED

SPARE.

GENERAL NOTES

GENERAL NOTES

LUMINAIRES

EXISTING SURFACE MOUNTED FIXTURE TO BE DEMOLISHED.

MISCELLANEOUS

EXISTING PANELBOARD TO REMAIN.

ETR

S

ETR EXISTING SWITCH TO REMAIN.

ETR

ETR

EXISTING HOMERUN CIRCUITRY AND RACEWAYS TO REMAIN.

EXISTING CIRCUITRY AND RACEWAYS TO REMAIN.

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CLIN B - DEMOLITION ELECTRICAL LEGEND

Jonathan.Lagerquist Text Box PAGE 8 of 13 was deleted and is not missing from this set.

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ETR

ETR

ETR

ETR

ETR

ETR

ETR

ETR

ETR

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ETR

ETR

CLIN B - ECPW LIGHTING DEMOLITION1

SCALE: 1/8" = 1'ED100

CLIN B - ECPW LIGHTING DEMOLITION

ED100

KEYED NOTES:

1. REMOVE EXISTING CANOPY FIXTURES AND SEE SHEET EL100 FOR NEW WORK.

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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" SHALL BE EXISTING TO REMAIN.

SINGLE-POLE, SINGLE-THROW SWITCH. MOUNT

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

OTHERWISE.

S

LA-1PANELBOARD.

SURFACE MOUNTED FIXTURE.

GEAR

CONDUIT AND WIRING

SWITCHES

NOTE: THE NUMBER INSIDE THE CIRCLE IS THE CIRCUIT NUMBER. THE LETTER BESIDE THE SYMBOL

IS THE FIXTURE TYPE DESCRIBED IN THE LIGHT FIXTURE SCHEDULE.

LUMINAIRES (See Light Fixture Schedule)

GENERAL NOTES

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.

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.

E000

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CLIN B - ELECTRICAL LEGEND

A 3 A 3

A 3 A 3

A 3 A 3

A 3 A 3

S

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ETR

ETR

ETR

ETR

ETR

ETR

ETR

ETR

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ETR

ETR

ETR

EXISTING ENTRY CANOPY.

CLIN B - ECPW LIGHTING NEW WORK

KEYED NOTES:

1. PROVIDE LOW PROFILE LIGHT FIXTURES AS SCHEDULED.

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EL100

CLIN B - ECPW LIGHTING NEW WORK1

SCALE: 1/8" = 1'EL100

LUMINAIRE REQUIREMENTS:

1.

2.

3.

4.

5. MOUNTING - SURFACE MOUNT TO CANOPY CEILING.

6.

7.

FIXTURE TYPE: A

HOUSING - CONSTRUCTED OF DIE-CAST ALUMINUM HOUSING

WITH INTEGRAL HEAT SINK FINS TO OPTIMIZE THERMAL

MANAGEMENT THROUGH CONCUTIVE AND COVECTIVE

COOLING.

LIGHT SOURCE - 4000K COLOR TEMPERATURE,

MINIMUM EFFICACY OF 120 LUMENS/WATT, WITH A

MINIMUM CRI OF 80, LUMENS = 6,000 LM.

DRIVER - OPERATING VOLTAGE OF 120-277V.

CERTIFICATION - CSA CERTIFIED TO U.S STANDARDS. IP66

RATED FOR OUTDOOR APPLICATIONS. PIR OPTIONS ARE

RATED FOR WET LOCATION. RATED FOR -40°C MINIMUM

AMBIENT.

THIS SKETCH IS A NON-PROPRIETARY GRAPHIC

REPRESENTATION OF A LUMINAIRE THAT MAY MEET THE

SPECIFICATION REQUIREMENTS. IT IS NOT INTENDED TO

INDICATE A CERTAIN MANUFACTURER OR PREFERENCE.

NOM. DIMENSIONS: (L=19"" X W=19" X D=3.75")

LED SURFACE MOUNT

CLIN B - LIGHTING FIXTURE DETAILS

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