VOL_2b_-_SITEWORK5.pdf

F A

C E

O

F

C U

R B

6"

0.5"

1" RAD.

24"

SIDEWALK WHERE

INDICATED

6"

NOTES:

1. PLACE 3/4" EXPANSION JOINTS WITH 2.00' LONG x 3/4" DIAMETER

DOWELS AT RADIUS POINTS. THESE DOWELS SHALL BE GREASED AND

WRAPPED ON ONE END WITH EXPANSION TUBES. FIX DOWELS WITH

BAR CHAIRS OR EQUAL.

2. INSTALL 1 1/2" DEEP CONTRACTION JOINTS AT APPROXIMATELY 15.00'

INTERVALS. THESE JOINTS SHALL PASS THROUGH THE ENTIRE CURB

SECTION.

3. SLOPE OF CONCRETE GUTTER SHALL MATCH ADJACENT PAVEMENT.

4. SEE ASPHALT OR CONCRETE PAVEMENT SECTIONS ON C502.

COMPACTED SUBGRADE

B

L

E

V

T

E

V

N.T.S.

N.T.S.

HOT ASPHALT MIX INTERMEDIATE COURSE

PRIME COAT

AGGREGATE BASE COURSE

COMPACTED SUBGRADE

(24.00' TYP)

SEE SITE PLANS

CL

SEE

GRADING

PLAN

SEE GRADING SEE GRADING

PLAN

6"

I

N

F

I

L

L

E

D

A

R

E

A

S

@ BOTTOM OF CURB EL.

TOP OF PAVEMENT

ELEVATION PER

GRADING PLANS

PLAN

2'-0" MIN CURB

CUT OPENING

2'-0"

TAPER

2'-0"

TAPER

O

R

N.T.S.

FINISHED

GRADE

TACK

COAT

PRIME COAT OR TACK COAT

SAWCUT AND TACK COAT

UNLESS MILLING AND

OVERLAYING, THEN PLACE

SURFACE COURSE IN ONE FULL

WIDTH PAVING LANE

EXISTING ASPHALT

PAVEMENT OR IF NOTED

ON SITE PLANS MILL

AND OVERLAY

PAVEMENT AFTER

INSTALLATION OF NEW

CURB

EXISTING

UNDERLYING

PAVEMENT

LOCATION OF ACTUAL FULL

DEPTH SAWCUT

REMOVE EXISTING

MATERIAL

EDGE OF EXISTING BITUMINOUS PAVEMENT,

DIMENSION OR LOCATION OF SAWCUT

INDICATED ON PLANS

1'-0"

6"

AGGREGATE

BASE

COURSE

COMPACTED

SUBGRADE

2.00'

MIN.

BITUMINOUS

SURFACE

PAVEMENT

N.T.S.

THIS DETAIL ONLY APPLIES TO GRASS

AREAS. SEE GRADING PLANS FOR

COMPLETE GRADING.

1.

NOTE:

FINISH GRADE

BUILDING

FF ELEVATION

PROPOSED

S

O

P

R

N.T.S.

TACK COAT

HOT ASPHALT MIX SURFACE COURSE

PROFILE GRADE

NOTE:

1. SEE SECTION A1 ON C502 FOR

PAVEMENT LAYER THICKNESS

M

A

X

U

T

E

A

S

PLAN

A

G G

R E

G A

T E

B A

U

R S

E

HIGH POINT LOW POINTLOW POINT

L1 L1

L1/2 L1/2

BASINS AND BIO SWALES

CURB OPENING INTO DETENTION

COORDINATE WITH GRADING

ELEVATIONS

SEE DETAIL A1 ON L102 FOR BIOSWALE

CROSS SECTION

1.

NOTE:

PARKING

LOT/ROAD

GUTTER

CURB

V E

M E

D

T

A I L S

C500

1:1

RRB DAM DLL

09/27/2013

I L

E

N

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C i v i l S h e e t

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Y

A

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C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

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I N

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G

C

O M

M A

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DES DRW CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC / B.L.T.L.

SEAL

A/E INFO

OF

EPROJECT NO.:

S Y

M D

E S

C R

I P

T I O

N D

A T

E A

P P

R

1142017

J O

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B u i l d i n g

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N u c l e a r

P o w e r

T r a i n i n g

F a c i l i t i e s

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T I O

N

J A

C K

S O

N V

I L L E

PROJECT MANAGER

IPT TECH. BRANCH HEAD

CHIEF ENG/ARCH

DATE

GIANNA WARNER

XXX

9400 WARD PARKWAY

KANSAS CITY, MO 64114

816-333-9400

N69450-14-C-1756

C500

C1

C500

C1

C504

A1

N.T.S.

24"

#5 x 24" SMOOTH

DOWELS (SEE NOTES)

NOTE:

1. PLACE 3/4" EXPANSION JOINTS WITH 24" DOWELS AT RADIUS

POINTS OR A MAXIMUM OF 60' ON STRAIGHT SECTIONS.

THESE DOWELS SHALL BE GREASED AND WRAPPED ON

ONE END WITH EXPANSION TUBES.

2. INSTALL 1 1/2" DEEP CONTRACTION JOINTS AT

APPROXIMATELY 15' INTERVALS. THESE JOINTS SHALL PASS

THROUGH THE ENTIRE CURB SECTION.

3. FIX DOWELS WITH BAR CHAIRS OR EQUAL.

4. SLOPE OF CONCRETE GUTTER SHALL MATCH ADJACENT

PAVEMENT.

SIDEWALK (WHERE INDICATED)

EXPANSION JOINT

(NOT REQUIRED WITH

ASPHALTIC PAVEMENT)

EXPANSION JOINT

A

N

S

I

T

I

O

N

GUTTER LINE

N.T.S.

N.T.S. N.T.S. N.T.S.

9"

3/4" DIA. X 1'-6" STEEL PIN

MINIMUM IN COUNTERSUNK

HOLE PER MANUFACTURER.

RECYCLED MATERIAL

SEE NOTE 1

NOTE:

1. PARKING BLOCKS MAY BE RECYCLED PLASTIC, RUBBER

OR OTHER RECYCLED APPROVED MATERIALS MEETING

LEED REQUIREMENTS.

YELLOW REFLECTERIZED

SURFACE ON BOTH SIDES

ASPHALT OR CONCRETE

PAVEMENT

START/END

WALKING

PATH

18"

SOLID WHITE BACKGROUND

NOTE:

1. DISTANCE MARKING SIGN AT START AND SPACED EVERY 250 YDS ALONG

ROUTE. INSTALL BETWEEN FIRE LANE MARKING AND WALKING PATH

MARKING.

2. IN AREAS WITH NO PARALLEL FIRE LANE STRIPING INSTALL A PARALLEL

WALKING PATH MARKING STRIPE 5.00' OFFSET, SEE SITE PLANS.

4" X 4" SOLID BLACK LETTERS

TEXT TO READ - START/END:

250 YDS, 500 YDS, ETC.

START/END

WALKING

PATH

N.T.S.

N.T.S.

COMPACTED SUBGRADE

6" AGGREGATE BASE

6"

V E

M E

T

A I L S

C501

I L

E

N

A M

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J U

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C i v i l S h e e t

F i l e s C

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T h u r s d a y

S e p t e m b e r p m

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R d m u e t i n g

D E

P A

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M E

T

V

Y

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

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F

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I E

S

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N G

I N

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R I N

G

C

O M

M A

N D

DES DRW CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC / B.L.T.L.

SEAL

A/E INFO

OF

EPROJECT NO.:

S Y

M D

E S

C R

I P

T I O

N D

A T

E A

P P

R

1142017

J O

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B u i l d i n g

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N u c l e a r

P o w e r

T r a i n i n g

F a c i l i t i e s

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J A

C K

S O

N V

I L L E

PROJECT MANAGER

IPT TECH. BRANCH HEAD

CHIEF ENG/ARCH

DATE

GIANNA WARNER

XXX

9400 WARD PARKWAY

KANSAS CITY, MO 64114

816-333-9400

N69450-14-C-1756

EDGE OF PAVEMENT

EDGE OF PAVEMENT

SEE SITE PLANS

SEE SITE PLANS

6" SOLID RED STRIPING

WITH LETTERING SEE DETAIL D3.

EDGE OF PAVEMENT

EDGE OF PAVEMENT

SEE SITE PLANS

5.00' (VARIES)

SEE SITE PLANS

4" SOLID WHITE STRIPE

FIRE LANE MARKED

WHERE INDICATED

FIRE LANE NO PARKING

150'

SEE NOTE 1

FIRE LANE

MARKING

WHERE

INDICATED

NOTE:

1. FIRE LANE MARKING 6" WIDE

RED PAINTED STRIPE WITH

4" HIGH WHITE LETTERS

150' 150'

FIRE LANE

VARIES

1.00' VARIES

VARIES

1.00'

WALKING PATH

12" (TYP)

5" HOT MIX ASPHALT ROAD SURFACE

COURSE (3 LIFTS) WITH TACK COAT

PRIME COAT

6" AGGREGATE BASE COURSE

1.5" EDGE

DROP (TYP)

SUBGRADE (SEE NOTE 1)

NOTE:

1. REMOVE EXISTING MATERIAL AND

CONSTRUCT IN ACCORDANCE WITH

SPEC SECTION 31 00 00.

24" MIN. OVER EXCAVATED AND

COMPACTED SUBGRADE

SCARIFY BOTTOM OF

OVER-EXCAVATION 12" AND

RE-COMPACT (SEE NOTE 1)

N.T.S.

12" (TYP)

4" HOT MIX ASPHALT ROAD SURFACE

COURSE (2 EQUAL LIFTS) WITH TACK

COAT

PRIME COAT

6" AGGREGATE BASE COURSE

1.5" EDGE

DROP (TYP)

SUBGRADE (SEE NOTE 1)

NOTE:

1. REMOVE EXISTING MATERIAL AND

CONSTRUCT IN ACCORDANCE WITH

SPEC SECTION 31 00 00.

24" MIN. OVER EXCAVATED AND

COMPACTED SUBGRADE

SCARIFY BOTTOM OF

OVER-EXCAVATION 12" AND

RE-COMPACT (SEE NOTE 1)

N.T.S.

PORTLAND CEMENT CONCRETE

AGGREGATE BASE COURSE

1.5" EDGE DROP (TYP)

T

S

E E

N O

24" OVER EXCAVATED AND COMPACTED SUBGRADE (SEE NOTE 1)

SUBGRADE

(SEE NOTE 1)

5.00' THICKENED EDGE

N.T.S.

PORTLAND CEMENT CONCRETE

AGGREGATE BASE COURSE

1.5" EDGE DROP (TYP)

T

T

24" OVER EXCAVATED AND COMPACTED SUBGRADE (SEE NOTE 1)

SUBGRADE

(SEE NOTE 1)

5.00' THICKENED EDGE

N.T.S.

NOTES:

1. REMOVE EXISTING MATERIAL AND CONSTRUCT IN ACCORDANCE WITH

SPEC SECTION 31 00 00.

2. T=6", 6" FOR CONCRETE FOR MOTORCYCLE PARKING.

T=8", 8" FOR ALL OTHER CONCRETE HARDSTANDS AND ROADS.

NOTE:

1. REMOVE EXISTING SUBGRADE MATERIAL AND CONSTRUCT IN

ACCORDANCE WITH SPEC SECTION 31 00 00.

SCARIFY BOTTOM OF

OVER-EXCAVATION 12" AND

RE-COMPACT (SEE NOTE 1)

SCARIFY BOTTOM OF

OVER-EXCAVATION 12" AND

RE-COMPACT (SEE NOTE 1)

EXISTING

UNDERLYING

MATERIAL

24" COMPACTED

SUBGRADE

(SEE NOTE 1)

REMOVE EXISTING MATERIAL

ACTUAL SAW CUT FULL

DEPTH AND TACK COAT

EXISTING ASPHALT

PAVEMENT

NEW ASPHALT

PAVEMENT

12" 12"

AGGREGATE

BASE COURSE

NOTE:

1. REMOVE EXISTING MATERIAL AND CONSTRUCT IN ACCORDANCE WITH

SPEC SECTION 31 00 00.

N.T.S.

N.T.S.

EDGE OF EXISTING ASPHALT PAVEMENT,

DIMENSION, OR LOCATION OF SAWCUT

INDICATED ON PLANS

T

V E

M E

T

A I L S

C502

I L

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N

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A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

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A C

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I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

N D

DES DRW CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC / B.L.T.L.

SEAL

A/E INFO

OF

EPROJECT NO.:

S Y

M D

E S

C R

I P

T I O

N D

A T

E A

P P

R

1142017

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B u i l d i n g

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N u c l e a r

P o w e r

T r a i n i n g

F a c i l i t i e s

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A

A

T I O

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J A

C K

S O

N V

I L L E

PROJECT MANAGER

IPT TECH. BRANCH HEAD

CHIEF ENG/ARCH

DATE

GIANNA WARNER

XXX

9400 WARD PARKWAY

KANSAS CITY, MO 64114

816-333-9400

N69450-14-C-1756

NEW CONCRETE

TACK COAT

6" AGGREGATE

BASE COURSE

24" COMPACTED

SUBGRADE (SEE NOTE 1)

24" COMPACTED

SUBGRADE

(SEE NOTE 1)

6" AGGREGATE

BASE COURSE

NEW ASPHALT

PAVEMENT

THICKENED EDGE

TO NEAREST JOINT

BUT NOT LESS

THAN 5.00'

10.00'

THICKENED EDGE

T

T

NON-EXTRUDING

PREMOLDED

COMPRESSIBLE

MATERIAL

12"

N.T.S.

1. REMOVE EXISTING MATERIAL AND CONSTRUCT IN ACCORDANCE WITH

SPEC SECTION 31 00 00.

8" OR 12" GRAVEL,

SCDOT SECTION 305

WEED CONTROL FABRIC

SUBGRADE

24" COMPACTED SUBGRADE

T

TABLE A

CONSTRUCT A TYPE D JOINT WHENEVER

PAVING OPERATIONS ARE DELAYED OR

STOPPED.

CONCRETE SHALL NOT BE DRILLED

UNTIL AT LEAST 72 HOURS AFTER

PAVEMENT PLACEMENT.

SEE TABLE A

T/4 ±1" BUT NOT LESS

THAN T/3 FOR 8" OR

THINNER PAVEMENTS

T

T

FOR SLABS DESIGNATED WITH "R". REBAR TO

BE A MINIMUM OF 3 INCHES FROM EDGE OF

PAVEMENT OR JOINTS.

REINFORCEMENT

FOR SLABS

DESIGNATED WITH

"R" ONLY

DOWEL

SPACING

(IN)

DOWEL

LENGTH (L)

(IN)

DOWEL

DIAMETER

(IN)

"T"

(IN)

6" OR 8"

3/4"

16" 12"

6"X6"(W5xW5 WWF)

DOWEL HOLES SHALL BE DRILLED AND

DOWELS EPOXIED INTO CURED CONCRETE.

DRILL HOLES SHALL BE 1/8" LARGER THAN

DOWEL DIAMETER. NO HAND OPERATED

DRILLS ALLOWED. ONLY DRILLS ON MOUNTED

FRAMES SHALL BE USED TO PREVENT

MISALIGNMENT OF HOLES

GREASE ONE

END OF DOWEL

SEE TABLE A

1. JOINT SEALANT FOR ALL JOINTS FORMED BETWEEN NEW AND

EXISTING RIGID PAVEMENT SHALL BE FIELD MOLDED IN

ACCORDANCE WITH SPECIFICATION SECTION 32 01 19.

1. CONTRACTOR IS REQUIRED TO VERIFY BACKER ROD USED IN JOINT

SEALANT IS COMPATIBLE WITH SEALANT. SEALANT RESERVOIR

SHALL BE DIMENSIONED PER MANUFACTURER RECOMMENDATIONS.

1 1/4"

1/4"

3/4"

(MIN) W

PAVEMENT

SURFACE

1/4" SAW CUT

BEVEL (TYP)

JOINT SEALANT

BOND BREAKER

NON-EXTRUDING

PREFORMED

COMPRESSIBLE

MATERIAL

SAWED JOINT FACE

1 1/4"

PAVEMENT

SURFACE

1/4"

1/2" -5/8"

W

1(W) TO 1.5(W) PER

MANUFACTURER

REQUIREMENTS

1/4" CROSSLINKED

POLYETHYLENE FOAM

BACKER ROD MATERIAL

CONSTRUCTION

JOINT FACE

PAVEMENT

SURFACE

1/2" -5/8"

W

1/4"

1.5(W) PER

MANUFACTURER

REQUIREMENTS

3/4" CROSSLINKED

POLYETHYLENE FOAM

BACKER ROD MATERIAL

JOINT

SEALANT

(SEE NOTE 1)

SAWED JOINT

FACE

1 1/4"

T

B

C

O N

S T

R U

C T

Y

S

A W

I N

G

JOINT SEALANT

(SEE NOTE 1)

1/4"

BEVEL

SAW CUT

1/4"

BEVEL

SAW CUT

N.T.S. N.T.S.

N.T.S.

DOWELS WELDED

ALTERNATELY TO

TOP SPACER BARS

SEE TABLE A

0.362" DIA "VEE" LEG

CHAIRS WELDED AT ALL

INTERSECTIONS TO TOP

AND BOTTOM SPACER BAR

0.177" DIA. SPREADER WIRES

WELDED TO TOP SPACER

BARS 3 PER ASSEMBLY TO

BE CLIPPED AFTER STAKING

0.362" DIA BOTTOM

SPACER BARS WELDED TO

LEG CHAIRS - 2 PER ASSEMBLY

0.362" DIA TOP SPACER

BARS WELDED TO LEG

CHAIRS - 2 PER ASSEMBLY

N.T.S.

N.T.S.

N.T.S.

NEW CONCRETE

NON-EXTRUDED PREFORMED

COMPRESSIBLE MATERIAL

T

TO NEAREST JOINT

BUT NOT LESS THAN

5.00'

T

TO NEAREST JOINT

BUT NOT LESS THAN

5.00'

NEW CONCRETE

FOUNDATION OR STRUCTURE

NON-EXTRUDED PREFORMED

COMPRESSIBLE MATERIAL

3"

V E

M E

T

A I L S

C503

I L

E

N

A M

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J U

S N

A V

F A

C S

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C A

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C i v i l S h e e t

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A

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1 2 3 4 5

1 2 3 4 5

A

B

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SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

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N G

I N

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R I N

G

C

O M

M A

N D

DES DRW CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC / B.L.T.L.

SEAL

A/E INFO

OF

EPROJECT NO.:

S Y

M D

E S

C R

I P

T I O

N D

A T

E A

P P

R

1142017

J O

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C K

S O

N V

I L L E

PROJECT MANAGER

IPT TECH. BRANCH HEAD

CHIEF ENG/ARCH

DATE

GIANNA WARNER

XXX

9400 WARD PARKWAY

KANSAS CITY, MO 64114

TYPE A JOINT - TOOLED TYPE B JOINT - EXPANSION

1. TYPE A JOINTS TO BE

LOCATED TO MAINTAIN AN

APPROXIMATE SQUARE SLAB

AS INDICATED ON PLANS.

2. TYPE B JOINTS TO BE

LOCATED WHERE WALK

ABUTS CONCRETE CURBS,

DRIVES, STRUCTURES AND

WHERE WALK CHANGES

DIRECTION (MAXIMUM 30'-0"

CENTERS)

REINFORCEMENT

1/8" RAD

SMOOTH

DOWEL BAR

1/8" RAD

PRE-FORMED EXP.

JOINT MATERIAL

1/8"

1/2"

PLAN - 10.00' SIDE WALKS

PLAN - 6.00' SIDE WALKS

NOTES:

1. PLACE SCORE LINES AT INTERVALS AS INDICATED.

2. USE 1/2" EXPANSION JOINT FILLER WHERE WALK ABUTS CONCRETE CURBS, DRIVES,

STRUCTURES AND WHERE WALK CHANGES DIRECTION. INSTALL EXPANSION JOINTS

AT 25'-0" TO 30'-0" INTERVALS ALONG SIDEWALKS.

3. EDGE SIDEWALK WITH 1/2" RADIUS EDGING TOOL. ROUND EDGES AT EXPANSION

JOINTS TO A RADIUS OF 1/8".

4. MEDIUM BROOM FINISH SHALL BE APPLIED PERPENDICULAR TO TRAFFIC FLOW.

5. SEE DETAIL C3 ON THIS SHEET FOR SIDEWALK JOINT DETAILS.

6. FOR SIDEWALKS WIDER THAN 5'-0" PROVIDE LONGITUDINAL CONTRACTION JOINTS

AT 5'-0" TO 6'-0" MAXIMUM SPACING.

7. FOR SIDEWALK THAT ABUTS CONCRETE CURB, POUR SIDEWALK AGAINST THE BACK

OF CURB.

8. REFER TO LANDSCAPE DRAWINGS FOR PLAZA SPACE LAYOUT AND SCORE PATTERN

ALIGNMENTS.

SECTION

BROOM FINISH

4" P.C.C.

4" CRUSHED

ROCK BASE

COMPACTED SUBGRADE

GRADE SURFACE

1/4" EDGE

DROP

N.T.S.

S

I

D

E

W

A

L

K

NOTES: (DETAIL B3)

1. RAMP SHALL HAVE A MEDIUM TO HEAVY BROOM TEXTURE

FINISH, PERPENDICULAR TO THE AXIS OF THE RAMP.

2. THE RAMP SLOPES WILL BE MEASURED RELATIVE TO THE

SIDEWALK SLOPE. ADJOINING SLOPE BEYOND RAMP SHALL NOT

EXCEED 20:1 (5%).

3. LANDING CROSS SLOPE SHALL BE 2.0% MAX. IN ALL DIRECTIONS.

4. THE LOWER END OF 48" WIDTH OF THE RAMP SHALL BE FLUSH

AND FREE OF ABRUPT CHANGES BETWEEN THE BOTTOM OF THE

RAMP AND THE STREET PAVEMENT SURFACE.

5. THERE SHALL BE NO MORE THAN 8" SEPARATION BETWEEN THE

FACE OF THE CURB AND ANY GIVEN POINT ON THE NEAREST

EDGE OF THE TRUNCATED DOMES.

6. SIDE SLOPE SHALL BE 10:1.

.3

S L O

P E

M

A X

5.00' MIN

GUTTER LIP

1/8"R

EXPANSION JOINT

MIN 5" THICK SLAB

UNDER TRUNCATED

DOMES

12" WIDE BORDER AROUND 1/4"

SAWCUT OR HAND TOOLED

GROOVES APPROX. 3/4" O.C.

FACE OF CURB

EDGE OF

GUTTER

TRUNCATED

DOMES

TRANSITION AREA

10:1 SLOPE

SURFACE

PAVEMENT

CURB AND GUTTER

YELLOW

TRUNCATED

DOMES PER

BASE

STANDARD

N.T.S.

N.T.S.

N.T.S.

L

C ROAD

N.T.S.

10.00' (TYP.) 30.00' (TYP.)

YELLOW DASHED STRIPING

EDGE OF LANE

4" SOLID WHITE STRIPE

NO CURB

CURB

NOTES: (DETAIL C3)

N.T.S.

2" ASPHALT

6" COMPACTED SUBGRADE

6" CURB WHERE

INDICATED ON

SITE PLANS

6.00' MIN

6.00' MIN

PLAN - 20.00' - 25.00' SIDE WALKS

EXPANSION JOINTS

AT 24'-0" TO 28'-0"

CENTERS MAX

M

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C504

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U

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D E

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A

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C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

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DES DRW CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC / B.L.T.L.

SEAL

A/E INFO

OF

EPROJECT NO.:

S Y

M D

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C R

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1142017

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P o w e r

T r a i n i n g

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I L L E

PROJECT MANAGER

IPT TECH. BRANCH HEAD

CHIEF ENG/ARCH

DATE

GIANNA WARNER

XXX

9400 WARD PARKWAY

KANSAS CITY, MO 64114

816-333-9400

N69450-14-C-1756

4'-0"

(TYP)

T

Y P

)6

M A

X

T

Y P

T

Y P

CONCRETE SAW CUT LINES

COORDINATE WITH CONSTRUCTION

AND EXPANSION JOINT SPACING

SEE

SECTION

SEE

SECTION

SEE

SECTION

4'-0"

(TYP)

T

Y P

M

A X

T

Y P

CONCRETE SAW CUT LINES

COORDINATE WITH CONSTRUCTION

AND EXPANSION JOINT SPACING

TOOL FULL WIDTH EVERY THIRD LINE

W/2

(TYP)

W

M

A X

W

W

C ROAD

PLAN

4.00' FROM RADII OF

INTERSECTING

ROAD OR SIDEWALK

40.00'

6" SOLID

WHITE STRIPE

NOTE:

1. STANDARD DETAIL PROVIDED APPLIES IN DIMENSION AND NOTE

TO REFERENCED CROSSWALKS. HOWEVER, THE SCHEMATIC IS

GENERAL AND THE EXACT LAYOUT SHOWN IN THE PLAN VIEW

MAY VARY FROM THE SITE PLAN.

STOP SIGN

N.T.S.

NOTE:

SYMBOL SHALL BE PAINTED AT END

OF PARKING STALL. SEE DETAIL A1.

4" SOLID

YELLOW STRIPE

N

T

E

R

N

T

E

R

NOTES:

1. PROVIDE ONE SIGN AT EACH END OF THE ROW OF HANDICAPPED SPACES.

2. SIGN POST SHALL BE MIN. 2'-0" CLEAR FROM BACK OF CURB OR AT BACK OF SIDEWALK IF

SIDEWALK IS ADJACENT TO CURB.

3. 12" WIDE BORDER AROUND 1/4" SAWCUT OR HAND TOOLED. GROOVES APPROXIMATELY 3/4" O.C.

N.T.S.

N.T.S. N.T.S.

24" (TYP)

T

Y P

2.00' TO

FACE OF CURB

POTS

6" WIDE

SOLID WHITE

SOLID WHITE

10'

9"

(TYP)

18"

(TYP)

9"

(TYP)

T

Y P

PEDESTRIAN SIGN

C506

B5

PEDESTRIAN SIGN

NOTE:

1. PEDESTRIAN SIGNAGE FOR CROSSWALKS SHALL BE USED

FOR ALL ROAD AND STREET CROSSINGS WHERE INDICATED,

SIGN NOT REQUIRED FOR PARKING LOT ENTRANCES/EXITS

AND PEDESTRIAN CROSSWALKS WITHIN PARKING LOTS.

(TYP)

3.00' (TYP)

N.T.S.

N.T.S.

N.T.S.

NOTES:

1. BICYCLE RACK AS SHOWN SUPPORTS 18

BICYCLES.

2. PROVIDE BICYCLE RACK(S) SPACE FOR A

MINIMUM 88 BICYCLES.

3. GALVANIZED STEEL METAL POWDER.

COATED BLACK FINISH FOR SALT

ENVIRONMENT.

4. ANCHOR TO CONCRETE PER

MANUFACTURERS REQUIREMENTS.

C504

C5

PAVER CROSSING WHERE INDICATED,

SEE LANDSCAPE DETAILS

S T

O P

M

I N

N

N

N

CONCRETE SIDEWALK MINIMUM

C505

A3

C501

A1

PARKING BLOCK

CENTER ON SPACE

(TYP)

3'-0"

3 1/2"

8"D

7"

14 1/4"

T

Y P

3"

R

14"

SOLID WHITE

(TYP.)

45 DEGREES TO PARKING

CURB AND/OR GUTTER

NOTE:

1. SEE DETAIL B1 ON C506 FOR SIGN MATERIALS AND

INSTALLATION DETAILS.

2. SIGN SHALL BE BROWN WITH WHITE LETTERING.

N.T.S.

12"

WETLANDS

DO NOT

ENTER

C506

A1

4.00'

C506

C5

C505

C4

S

C E

L L A

N E

O U

S

D

E T

A I L S

C505

I L

E

N

A M

E

J U

S N

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F A

C S

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T

U

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C i v i l S h e e t

F i l e s C

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C E

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A N

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A I L

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T h u r s d a y

S e p t e m b e r p m

U

S E

R d m u e t i n g

D E

P A

R T

M E

T

V

Y

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

L

F

A C

I L I T

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S

E

N G

I N

E E

R I N

G

C

O M

M A

N D

DES DRW CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC / B.L.T.L.

SEAL

A/E INFO

OF

EPROJECT NO.:

S Y

M D

E S

C R

I P

T I O

N D

A T

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P P

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1142017

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P o w e r

T r a i n i n g

F a c i l i t i e s

A

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C K

S O

N V

I L L E

PROJECT MANAGER

IPT TECH. BRANCH HEAD

CHIEF ENG/ARCH

DATE

GIANNA WARNER

XXX

9400 WARD PARKWAY

KANSAS CITY, MO 64114

816-333-9400

N69450-14-C-1756

TRANSITION AREA, SEE NOTE 3

SEE NOTE 1

SINGLE BLUE 6" STRIPE

6" BLUE HASH MARKS ON 4.00'

CENTERS 45° TO PARKING

9.00' (TYP)

5.00'-8.00'

5.00'

6" BLUE STRIPE

SIDEWALK

SEE DETAIL A1/C501

SIGN R7-8

2" x 2" NOMINAL TUBE

4" x 2

4" NOMINAL

TUBE

DRIVE ANCHOR BASE &

SLEEVE INTO SOIL

INSTALL BOLT AT BASE-

SEE "BOLT DETAILS THIS

SHEET

4" x 1

4" NOMINAL

TUBE

SIGN

SIGN

TUBE

BOLT @ SIGN

16" - 18 BOLTS

& NUTS

16" - 18 BOLTS

& NUTS

2" x 2" NOMINAL

TUBE

4" x 1

4"

NOMINAL TUBE

4" x 2

4"

NOMINAL

TUBE

BOLT @ SLEEVE BASE

INSTALL BOLT AT

TOP & BOTTOM OF

SIGN-SEE "BOLT

DETAILS" THIS SHEET

N.T.S.

N.T.S.

SIGN R7-8

N.T.S.

RESERVED

PARKING

M

I N

M

I N

1 1

GRADE

R7-8A

R7-8A WHEN

APPLICABLE

(2)

N.T.S.

12"

NOTES:

NOTES:

CAR

POOL

PARKING

ONLY

LOW

EMITTING

FUEL

EFFICIENT

PARKING

ONLY

12"

12"

SMOKING PERMITTED

IN THIS AREA ONLY

AHEAD

1. DESIGNATED SMOKING AREA MUST BE A

MINIMUM OF 25.00' FROM BUILDING

ENTRANCES AND AIR INTAKES

2. SEE DETAIL B1, ON THIS SHEET FOR SIGN

MATERIALS & INSTALLATION DETAILS.

NOTES:

N.T.S. N.T.S.

1. SEE DETAIL B1, ON THIS SHEET

FOR SIGN MATERIALS &

INSTALLATION DETAILS.

2. SIGN SHALL BE BROWN WITH

WHITE LETTERING.

3. INSTALL ARROWS ON EACH

END OF THE ROW.

1. SEE DETAIL B1, ON THIS SHEET FOR

SIGN MATERIALS & INSTALLATION

DETAILS.

2. SIGN SHALL BE BROWN WITH WHITE

LETTERING.

3. INSTALL ARROWS ON EACH END OF

THE ROW.

N.T.S.

N.T.S. N.T.S.

N.T.S.

30"

24"

14"

STEEL POST

4' WITH CURB

M.P.H.

EDGE OF PAVEMENT

OR BACK OF CURB

8'-12' WITHOUT CURB

18"

N O

T

L E

A

N

N O

T

L E

A

N

N.T.S.

N.T.S.

N.T.S.

NOTES:

1. CONTRACTOR SHALL FURNISH & INSTALL SIGN POSTS, ANCHOR

BASES AND SLEEVES AS SPECIFIED.

2. SIGN POST SHALL BE YIELDING BREAKAWAY TYPE.

3. SIGN POST SHALL BE PERFORATED, WELDED, SQUARE TUBING,

PER SOUTH CAROLINA DOT AND MUTCD STANDARDS.

4. SIGN POST SHALL BE U.S. STANDARD 12 GAUGE CARBON STEEL

CONFORMING TO ASTM A-446. SIGN POST SHALL BE GALV. IN

ACCORDANCE WITH ASTM A-525, COATING 90, AFTER

FABRICATION

5. SIGN POST SHALL BE STRAIGHT AND HAVE A SMOOTH UNIFORM

FINISH. IT SHALL BE POSSIBLE TO TELESCOPE CONSECUTIVE

SIZES OF SIGN POST TUBE. HOLES AND CUTOFFS SHALL BE

FREE OF BURRS.

6. SIGN POST, ANCHOR BASE & SLEEVE SHALL BE INSTALLED

PLUMB

7. ACCESSIBLE PARKING SIGNS SHALL CONFORM TO THE

CURRENT EDITION OF THE "MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICES".

8. ACCESSIBLE SIGNS SHALL BE 0.080 GAUGE ALUMINUM. SIGNS

SHALL CONFORM TO ASTM B209, ALLOY 6061-T6 OR ASTM B221,

ALLOY 6063-T6. SIGN BLANKS SHALL BE CHEMICALLY TREATED

TO MEET ASTM B449.

9. SIGN FINISH SHALL BE HIGH INTENSITY.

12"

N.T.S.

MOTORCYCLE

PARKING

1. SEE DETAIL A2. INCLUDE ARROWS ON

ALL SPEED LIMIT SIGNS.

2. SEE DETAIL B1, ON THIS SHEET FOR

SIGN MATERIALS & INSTALLATION

DETAILS.

NOTES:

N.T.S.

NOTE:

1. SEE DETAIL B1, ON THIS SHEET

FOR SIGN MATERIALS &

INSTALLATION DETAILS.

NOTE:

1. SEE DETAIL B1, ON THIS SHEET

FOR SIGN MATERIALS &

INSTALLATION DETAILS.

NOTE:

1. SEE DETAIL B1, ON THIS SHEET

FOR SIGN MATERIALS &

INSTALLATION DETAILS.

NOTE:

1. SEE DETAIL B1, ON THIS SHEET

FOR SIGN MATERIALS &

INSTALLATION DETAILS.

NOTE:

1. SEE DETAIL B1, ON THIS SHEET

FOR SIGN MATERIALS &

INSTALLATION DETAILS.

NOTE:

1. SEE DETAIL B1, ON THIS SHEET

FOR SIGN MATERIALS &

INSTALLATION DETAILS.

S

C E

L L

A N

E O

T

A I L

S

C506

I L

E

N

A M

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J U

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F A

C S

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T

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D D

C i v i l S h e e t

F i l e s C

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T h u r s d a y

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U

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D E

P A

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M E

T

V

Y

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

L

F

A C

I L I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

N D

DES DRW CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC / B.L.T.L.

SEAL

A/E INFO

OF

EPROJECT NO.:

S Y

M D

E S

C R

I P

T I O

N D

A T

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P P

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1142017

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B u i l d i n g

P

N u c l e a r

P o w e r

T r a i n i n g

F a c i l i t i e s

A

D

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N

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PROJECT MANAGER

IPT TECH. BRANCH HEAD

CHIEF ENG/ARCH

DATE

GIANNA WARNER

XXX

9400 WARD PARKWAY

KANSAS CITY, MO 64114

#6 AWG COPPER, OR

COPPER CLAD CONDUCTOR

1"

N.T.S.

CORNER POST

BRACE POST

F

A B

R

I G

H T

LINE POST

BRACE

BRACE

BRACE

CHAIN LINK

FABRIC (TYP.)

10'-0" MAX.

TOP TENSION WIRE

SIGNS TO BE

POSTED EVERY

80.00'

ALTERNATINGLY

WARNING

SIGN

BRACE

FENCING NOTES:

1. FENCE DESIGN SHALL CONFORM TO ASTM F 1916-98. PVC VINYL COATED. COLOR TO BE APPROVED IN WRITING BY THE CONTRACTING

OFFICER PRIOR TO CONTRACTOR ORDERING MATERIAL. CONTRACTORS SHOP DRAWINGS FOR FENCE WORK SHALL BE SUBMITTED TO

CONTRACTING OFFICER FOR APPROVAL PRIOR TO INSTALLATION.

2. GROUND FENCING IN ACCORDANCE WITH ASTM F 1916-98.

3. SEE DETAIL C1 AND C2 ON C512 FOR CLEAR ZONE SIGNAGE ALONG FENCE ROUTE.

4. FENCE MATERIAL GRID TO BE 2" EXCEPT WHERE INDICATED OTHERWISE, SEE AREA AROUND BLDG 2626, SEE DRAWING C223.

5. MINIMIZE FENCE OPENINGS SIZE TO MINIMIZE LIMITS ON MARINE LIFE TRANSITIONS THROUGH THE FENCE.

6. ALL PERMANENT AND TEMPORARY SECURITY FENCE TO BE 12.00 FEET IN HEIGHT AND PVC COATED PER THE SPECIFICATION.

24"

FINAL GRADE

F

A B

R

I G

H T

CAP

CORNER & PULL POST

INTERMEDIATE RAIL

FENCE FABRIC

INTERMEDIATE RAIL

TOP TENSION WIRE

BOTTOM RAIL

CONCRETE FOOTING

BACKFILL TYPICAL FOR

LINE, PULL, & AUGURED

OR DUG HOLE

24"

F

A B

R

I G

H T

INSPECTION WALK

(WETLAND SECTION

ONLY) SEE DETAILS ON

C508

FOOTING & POSTS

IN WETLANDS

DRIVE POST UNTIL FIRM

SOIL ENCOUNTERED OR

MAXIMUM OF 48"

SECTION

N.T.S.

SECTION WITH INSPECTION WALK

N.T.S.

GROUND ROD, THREADED,

COPPER PLATED

" x 10'

GROUND ROD CLAMP, U-BOLT

TYPE, COPPER ALLOY

INSTALL GROUNDING

WIRE AND ROD

ALONG FENCE ON

100' INTERVALS

GROUND TIE POINT, SPLIT BOLT ATTACHMENT TO

FENCE FABRIC. REMOVE PVC COATING AT

CONNECTION POINTS TO ENSURE GOOD

METAL-TO-METAL CONTACT ON ALL CLAMPS

N.T.S.

TENSION WIRE

RUBBER TIRE FILLED

WITH CONCRETE FOR PAVED

AREAS (TYPICAL) OR OTHER

APPROVED ANCHOR SEE

SPECIFICATIONS

CORNER

POST

BRACE

TRUSS

ROD

END BAY

FABRIC

CHAIN LINK

10'-0" MAXIMUM

MULTIPLES OF

10'-0" (MAXIMUM)

NOTE:

1. UNPAVED AREAS - INSTALL POSTS IN

THE GROUND A MINIMUM OF 3 FEET.

N.T.S.

2"

2 1/4"

RED

BLACK LINE

8" DIA.

YELLOW BLOCK

W/ 2 1/4" HIGH

BLACK TEXT

WHITE

BACKGROUND

1/4" DIA. HOLE IN EACH

CORNER FOR ANCHORING

TO FENCE FABRIC (TYP.)

WARNING

RESTRICTED AREA

KEEP OUT

USE OF

FORCE

AUTHORIZED

NO PHOTOS

OR VIDEO

ALLOWED

BLACK TEXT

1 1/2" HIGH

2 1/4" HIGH

RED TEXT

1 3/4" HIGH

RED TEXT

1 1/4" HIGH

BLACK TEXT

CENTERED

1 1/4" APART

CENTERED

1 1/4" APART

CENTERED

1 1/4" APART

1 3/4"

1/4" DIA. HOLE IN EACH

CORNER FOR ANCHORING

TO FENCE FABRIC (TYP.)

4"

2"

6"

2"

N.T.S.

C507

A4

BOTTOM

TENSION

WIRE

M

A X

LINE POSTS 6'-0" O/C

T

Y P

T

Y P

T

Y P

12"(MIN)

(TYP)

(MINIMUM)

CONCRETE

FOOTING (TYP)

N.T.S.

NOTES:

1. SEE DETAIL A1 THIS SHEET FOR FENCE.

ELEV.=5.0'

HIGH WATER

LOW WATER

NOTES:

1. LOCATION INDICATED ON SITE

PLANS.

TENSION WIRE

INTERMEDIATE

RAIL

BOTTOM WIRE

X

N C

E

D

E T

A I L S

C507

I L

E

N

A M

E

J U

S N

A V

F A

C S

E

T

U

C A

D D

C i v i l S h e e t

F i l e s C

F

E N

T

A I L

S d

Y

O U

T

N

A M

E

C

F

E N

T

A I L

O

T T

E D

T h u r s d a y

S e p t e m b e r p m

U

S E

R d m u e t i n g

D E

P A

R T

M E

T

V

Y

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

L

F

A C

I L I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

N D

DES DRW CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC / B.L.T.L.

SEAL

A/E INFO

OF

EPROJECT NO.:

S Y

M D

E S

C R

I P

T I O

N D

A T

E A

P P

R

1142017

J O

I N

T

B

A S

E

C

H A

R L

E S

T O

N C

H A

R L

E S

T O

N

S

C

B u i l d i n g

P

N u c l e a r

P o w e r

T r a i n i n g

F a c i l i t i e s

A

D

E S

I G

N

S

U B

M I T

T A

L

J W

S

N A

V A

L

F

A C

I L

I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

U

T H

E A

S T

I P

T

S

O U

N

T R

A L

N A

V A

L

A

A

T I O

N

J A

C K

S O

N V

I L L E

PROJECT MANAGER

IPT TECH. BRANCH HEAD

CHIEF ENG/ARCH

DATE

GIANNA WARNER

XXX

9400 WARD PARKWAY

KANSAS CITY, MO 64114

ENLARGEMENT "A"

ENLARGEMENT "B"

N.T.S.

12" MIN. 1 1/8" I.D.

W/ 3/16" WALL

THICKNESS MIN.

DETACHABLE

CLIPS ON CHAIN ENDS

VERTICAL SUPPORT

WELDED CAP ON

BOTTOM W/ CENTER

DRAIN HOLE

BOLTING OF MULTIPLE

WALKWAY SECTIONS TOGETHER

EXPLODED VIEW-SINGLE

10' SECTION OF WALKWAY

MULTIPLE WALKWAY SECTION

INSTALLED END-TO-END

ASSEMBLED VIEW-SINGLE

10' SECTION OF WALK

SEE ENLARGEMENT "A"

SEE ENLARGEMENT "B"

FENCE POSTS

1 1/8" I.D.

SAFETY POSTS SOCKET

WELDED TO FRONT RAIL

DETACHABLE SPRING

LOADED CLIP OR SHACKLE

EACH END OF CHAINS (MIN.

200# RATED)

REMOVABLE 1" O.D.

SAFETY POSTS

PROVIDE REMOVABLE SAFETY POSTS AND

SAFETY CHAIN FOR ENTIRE LENGTH OF WALKWAY.

FOR USE BY OWNER'S, AND MAINTENANCE

PERSONNEL WHEN PERFORMING MAINTENANCE

WORK ON FENCE ONLY.

1" THICK DECK

GRATING

3" X 2" X 3/16"

FRONT RAIL

FRAME

ANGLE BRACE

2 1/2" X 2 1/2" X 3/16"

VERTICAL SUPPORT

2-1/2" X 2-1/2"X 1/4"

REAR RAIL

FRAME

3" X 2" X 3/16"

ANGLE SIDE

FRAME

4"X 4"X 1/2"

MOUNTING PLATE

FENCE POSTS

CLAMP COUPLING

1 1/8"X 1 1/8"X 1/8"

GRATE ANGLE FRAME

FENCE POSTS

TYPICAL FENCE POSTS

FRONT RAIL

FRAME

VERTICAL

SUPPORT

T

Y

P

I

C

N

C

T

I

O

N

WALKWAY FRAMING MEMBER SIZES ARE

CONCEPTUAL ONLY FOR BIDDING

PURPOSES.CONTRACTOR SHALL SUBMIT

CERTIFIED SHOP DRAWINGS OF WALKWAY

SYSTEM. COORDINATED WITH FENCING

SUPPLIER, FOR APPROVAL BY CONTRACTING

OFFICER.

1/2"X2" USS 316 STAINLESS STEEL

HEX-HEAD CAP SCREW W/ S.S.

WASHERS AND NUTS

NOTE:

ALL BOLTS,NUTS,WASHERS AND

FASTENERS SHALL BE 316

STAINLESS STEEL

N C

E

I N

S P

E C

T I O

N

W

A

K

T

A I L S

C508

I L

E

N

A M

E

J U

S N

A V

F A

C S

E

T

U

C A

D D

C i v i l S h e e t

F i l e s C

S

I T

E

B

A R

R I E

R

D

E T

A I L

S d

Y

O U

T

N

A M

E

C

O

T T

E D

T h u r s d a y

S e p t e m b e r p m

U

S E

R d m u e t i n g

D E

P A

R T

M E

T

V

Y

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

L

F

A C

I L I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

N D

DES DRW CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC / B.L.T.L.

SEAL

A/E INFO

OF

EPROJECT NO.:

S Y

M D

E S

C R

I P

T I O

N D

A T

E A

P P

R

1142017

J O

I N

T

B

A S

E

C

H A

R L

E S

T O

N C

H A

R L

E S

T O

N

S

C

B u i l d i n g

P

N u c l e a r

P o w e r

T r a i n i n g

F a c i l i t i e s

A

D

E S

I G

N

S

U B

M I T

T A

L

J W

S

N A

V A

L

F

A C

I L

I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

U

T H

E A

S T

I P

T

S

O U

N

T R

A L

N A

V A

L

A

A

T I O

N

J A

C K

S O

N V

I L L E

PROJECT MANAGER

IPT TECH. BRANCH HEAD

CHIEF ENG/ARCH

DATE

GIANNA WARNER

XXX

9400 WARD PARKWAY

KANSAS CITY, MO 64114

SECTION A

E

C U

R E

D

S I D

E

PLAN

SLIDING GATE NOTES:

1. COORDINATE UTILITY CONNECTIONS WITH ELECTRICAL SHEETS.

2. INSTALL ALL NEW CONTROLS, CONTROL PANELS, AND

OPERATORS.

3. CONDUIT LOCATION AND CONFIGURATION MAY VARY FROM WHAT

IS SHOWN, PER EQUIPMENT REQUIREMENTS. VERIFY AND

ANALYZE POWER, SIGNAL, CONTROL AND TELEMETRY CIRCUIT

REQUIREMENTS BEFORE BEGINNING CONSTRUCTION.

4. PROVIDE TVSS DEVICES AT ALL POWER. COMMUNICATION AND

CONTROL SIDES OF THE GATE CONTROLLER.

5. INSTALL GATE OPERATOR AND KEYPAD, ALL LIGHT STANDARDS

AND FOOTINGS, NEW WIRING AND TEST NEW OPERATING

SYSTEMS.

6. NEW PHONE SHALL BE CONNECTED TO EXISTING TELEPHONE

SYSTEM.

7. MOTORIZED GATE SHALL BE OPERATED BY SECURITY GUARD OR

SECURITY CONTROL OFFICE. COORDINATE WITH CCTV AND

REMOTE OPERATIONS.

8. INSTALL HY-SECURITY SLIDEDRIVER 40 MODEL OR APPROVED

EQUAL SYSTEM. COORDINATE WITH CONTRACTING OFFICER.

GATE OPERATOR SHALL BE RATED FOR 208VAC, 3 PHASE.

9. INSTALL CONCRETE PAD FOR GATE OPERATOR PER

MANUFACTURE'S RECOMMENDATIONS.

10. DIMENSIONS ON PLANS DENOTE CLEAR OPENINGS FOR EACH

GATE.

4" O.D. POST

COMPANION

CATCHER

BOTTOM GUIDE

BRACKET

4" O.D. POST

GUIDE WHEEL

GRADE

TRACK

M

I N

I M

U M

M

A X

ASTM F2200-05

COMPLIANT GAP

PROTECTORS

(STANDARD)

TRACK

W4 TRUCK

(TYP.)

FABRIC

G

T

E

H

E I G

H T

9' = POST SPACING

CLEAR OPENING

M

A X

8 8

8 (BELOW 7) 8 (BELOW 7)

UL 325

COMPLIANT

WHEEL COVERS

(STANDARD)

SMOOTH LEADING EDGE.

(NO PROTRUSIONS PER

ASTM F2200-05)

HANGER BRACKET

5/8" HANGER BOLT

GUSSETS

W4 TRUCK

SPHERICAL

SUPPORT

BEARINGS

7 - GATE HANGAR

ASSEMBLY

8 - BOTTOM GUIDE

9 - CATCH ASSEMBLY

TRUSS

ROD

(TYP)

CHAIN LINK FABRIC

RESTRICTED AREA

KEEP OUT

AUTHORIZED

PERSONNEL ONLY

WARNING

CONCRETE

BASE (TYP)

GATE POST

1'-6 3/4"

M

I N

1'-6 3/4"

11" 5"

10 1/2"

NOTE:

SEE ELECTRICAL DRAWINGS FOR COORDINATION OF ADDITIONAL WORK FOR THE

COMPLETE INSTALLATION OF THE GATE OPERATOR.

N.T.S.

N.T.S. N.T.S.

CONCRETE PAD

BOTTOM GUIDE

ASTM F 2200

COMPLIANT GAP

PROTECTORS

(STANDARD)

4" DIA. POST

GATE HANGER ASSEMBLY

W4 TRUCK

(TYP)

TRACK

GATE OPERATOR

NO PHOTOS

OR VIDEO

ALLOWED

SEE SITE PLANS

N C

E

D

E T

A I L S

C509

I L

E

N

A M

E

J U

S N

A V

F A

C S

E

T

U

C A

D D

C i v i l S h e e t

F i l e s C

F

E N

T

A I L

S d

Y

O U

T

N

A M

E

C

F

E N

T

A I L

O

T T

E D

T h u r s d a y

S e p t e m b e r p m

U

S E

R d m u e t i n g

D E

P A

R T

M E

T

V

Y

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

L

F

A C

I L I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

N D

DES DRW CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC / B.L.T.L.

SEAL

A/E INFO

OF

EPROJECT NO.:

S Y

M D

E S

C R

I P

T I O

N D

A T

E A

P P

R

1142017

J O

I N

T

B

A S

E

C

H A

R L

E S

T O

N C

H A

R L

E S

T O

N

S

C

B u i l d i n g

P

N u c l e a r

P o w e r

T r a i n i n g

F a c i l i t i e s

A

D

E S

I G

N

S

U B

M I T

T A

L

J W

S

N A

V A

L

F

A C

I L

I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

U

T H

E A

S T

I P

T

S

O U

N

T R

A L

N A

V A

L

A

A

T I O

N

J A

C K

S O

N V

I L L E

PROJECT MANAGER

IPT TECH. BRANCH HEAD

CHIEF ENG/ARCH

DATE

GIANNA WARNER

XXX

9400 WARD PARKWAY

KANSAS CITY, MO 64114

BRACE

BRACE

GATE FRAME

V A

R I E

S

T

O

9" MIN

GATE POST (TYP)

VARIES

CONCRETE

(TYP)

TRUSS

ROD

(TYP)

LATCH TO

ACCOMMODATE

PADLOCK

CHAIN

LINK

FABRIC

8" THICK

CONC.

DRIVE

6" CONC.

CURB

FINISH GRADE

RED METAL SIGN WITH

STENCILED GATE

NUMBER. COORDINATE

NUMBER WITH

CONTRACTING OFFICER.

A1

N.T.S.

N.T.S.

END BAY

10'-0" (MAXIMUM)

MULTIPLES OF

10'-0" MAXIMUM

LINE POST

BRACE

TENSION

WIRE

ANGLE OR

CORNER

POST

CHAIN LINK

FABRIC

TRUSS ROD

CONCRETE

(TYP)

FINISH

GRADE

BOTTOM

TENSION

WIRE

NOTES:

1. BLACK VINYL COATED FENCE FABRIC, POSTS, GATES, ALL

MATERIALS, COLOR TO BE APPROVED BY CONTRACTING OFFICER

2. WARNING SIGNS DETAIL A4, C507 SHALL BE INSTALLED ALONG THE

SECURITY FENCE AT 80.00' INTERVALS ALTERNATING. COORDINATE

LOCATIONS WITH CONTRACTING OFFICER.

M

A X

15"

MIN

CONCRETE

(TYP)

CHAIN LINK

FABRIC

BRACE

GATE POST

M

A X

TRUSS

RODS

BRACE

LATCH TO

ACCOMMODATE

PADLOCK

GATE

FRAME

TENSION

WIRE

4'-0"

18"

(MIN)

N.T.S. N.T.S.

TOP RAIL

N.T.S.

PIER

BOLT THROUGH

BEAM AND FENCE

POST (TYP. 3)

NOTES:

1. SEE DETAIL C3 ON C507 FOR GROUNDING.

2. DIMENSIONS SHOWN ON PLANS DENOTE THE MINIMUM

CLEAR OPENING FOR EACH GATE.

V A

R I E

S

T

O

CLEAR

EXISTING GUARD RAIL

SEE SITE PLANS

A1CHAIN LINK FENCE AND

FENCE POSTS ATTACHED

TO GUARD RAIL

LIGHT BEAM

E Q

E Q

FIELD DRILL

3 - 13/16" DIA HOLES

FOR 5/8" Ø A307

GALVANIZED BOLTS

N.T.S.

NOTES:

1. TOWER APPROX. 40 FEET IN HEIGHT.

2. FOUNDATION DESIGN TO BE PROVIDED BY TOWER

MANUFACTURER. DETAIL INDICATED IS APPROXIMATE AND

NOT FOR CONSTRUCTION.

24"

12"

MIN.

W/2

W

W

A

P P

R O

X

2'-1/4"

TOWER AXIS

C

L

C

L

M

I N

GRADE

#7 HORIZONTAL BARS

12" O.C. EACH WAY

(TOP & BOTTOM)

COMPACTED SAND AND

GRAVEL FOR DRAINAGE

FINAL GRADE

PLUNGER ROD CATCH

M

N C

E

D

E T

A I L S

C510

I L

E

N

A M

E

J U

S N

A V

F A

C S

E

T

U

C A

D D

C i v i l S h e e t

F i l e s C

F

E N

T

A I L

S d

Y

O U

T

N

A M

E

C

F

E N

T

A I L

O

T T

E D

T h u r s d a y

S e p t e m b e r p m

U

S E

R d m u e t i n g

D E

P A

R T

M E

T

V

Y

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

L

F

A C

I L I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

N D

DES DRW CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC / B.L.T.L.

SEAL

A/E INFO

OF

EPROJECT NO.:

S Y

M D

E S

C R

I P

T I O

N D

A T

E A

P P

R

1142017

J O

I N

T

B

A S

E

C

H A

R L

E S

T O

N C

H A

R L

E S

T O

N

S

C

B u i l d i n g

P

N u c l e a r

P o w e r

T r a i n i n g

F a c i l i t i e s

A

D

E S

I G

N

S

U B

M I T

T A

L

J W

S

N A

V A

L

F

A C

I L

I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

U

T H

E A

S T

I P

T

S

O U

N

T R

A L

N A

V A

L

A

A

T I O

N

J A

C K

S O

N V

I L L E

PROJECT MANAGER

IPT TECH. BRANCH HEAD

CHIEF ENG/ARCH

DATE

GIANNA WARNER

XXX

9400 WARD PARKWAY

KANSAS CITY, MO 64114

C

L E

A R

T

Y P

1'- 6"

#4 @ 12" E.W. T&B

3 - #5 T&B

#4 @ 12"

GENERAL NOTE:

SEE S001 AND S002 FOR GENERAL STRUCTURAL

NOTES AND MATERIAL PROPERTIES.

12 EQUAL TREADS = 11'- 0"

E

Q U

A L

R

I S

E R

CONTROL

JOINT

7.00'

14.50'

PLANTER (BEYOND)

1" (TYP)

CONTROL

JOINT

E

A

R

C

L E

A R

T

Y P

NOSING

#4

#4 @ 12"

TYPICAL REINFORCING

1'- 0"

STAIRS

ELEVATION VARIES

8'- 0"

1'- 0"

C

L E

A R

T

Y P

GRADE

ELEV

VARIES

L A

P

S

P L I C

E

PERFORATED DRAIN PIPE

3" CLEAR

(TYP)

#6 @12" T&B

#4 @ 12" T&B

B / FTG EL 3.75'

ELEV VARIES

HANDRAIL (SEE

ARCHITECTURAL

DRAWINGS)

#4 @ 12" E.F.

#6 @ 6" E.F.

1'- 0"

VARIES

1'- 0"

HANDRAIL (SEE

ARCHITECTURAL

DRAWINGS)

STAIRS

ELEV VARIES

ELEV VARIES

N.T.S. N.T.S. N.T.S.

PERFORATED DRAIN PIPE

AROUND PERIMETER

1'- 0"

C

L E

A R

T

Y P

L A

P

S

P L I C

E

VARIES

3" CLEAR

(TYP)

#6 @ 12" T&B

#4 @12" T&B

#6 @ 6" E.F.

#4 @ 12" E.F.

N.T.S. N.T.S.

12'- 0"1' -0"

B/ FTG EL 3.75'

ELEV VARIES

1'- 0"

PERFORATED

DRAIN PIPE

L A

P

S

P L I C

E

#6 @ 12"

E.W. E.F.

SIDEWALK

ELEV VARIES

HANDRAIL (SEE

ARCHITECTURAL

DRAWINGS)

1'- 0" 1'- 0"

10'- 0"

8'- 0"

#6 @ 6" E.F.

#4 @ 12" E.F.

18.0' MAX

B/FTG EL 3.75'

DOWELS MATCH

VERT REINF (TYP)

DAYLIGHT UNDER SOUTH STAIRS

M

I N

12" DRAINAGE GRAVEL

AND FILTER FABRIC

DOWELS MATCH VERTICAL

REINFORCEMENT

18.0' MAX

12" DRAINAGE GRAVEL AND FILTER FABRIC

ELEV VARIES

18.0' MAX

12" DRAINAGE GRAVEL

AND FILTER FABRIC

DOWELS MATCH

VERT REINF (TYP)

#4 @ 12" T&B

NOTES:

1. INSTALL ANCHOR BOLTS FOR STORAGE SHELTER IN

ACCORDANCE WITH MANUFACTURER REQUIREMENTS.

2. 4" CURB TO BE INSTALLED AS FOUNDATION SLAB FOR

PEMB STRUCTURE ONLY.

#6 @ 12" E.W.E.F.

PEMB SIDING

AND 4" CURB

4"

#4 @ 18"

1 - #4

T

E

D

E T

A I L

S

C511

I L

E

N

A M

E

J U

S N

A V

F A

C S

E

T

U

C A

D D

C i v i l S h e e t

F i l e s C

S

I T

E

D

E T

A I L

S d

Y

O U

T

N

A M

E

C

S

I T

E

D

E T

A I

O

T T

E D

T h u r s d a y

S e p t e m b e r p m

U

S E

R d m u e t i n g

D E

P A

R T

M E

T

V

Y

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

L

F

A C

I L I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

N D

DES DRW CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC / B.L.T.L.

SEAL

A/E INFO

OF

EPROJECT NO.:

S Y

M D

E S

C R

I P

T I O

N D

A T

E A

P P

R

1142017

J O

I N

T

B

A S

E

C

H A

R L

E S

T O

N C

H A

R L

E S

T O

N

S

C

B u i l d i n g

P

N u c l e a r

P o w e r

T r a i n i n g

F a c i l i t i e s

A

D

E S

I G

N

S

U B

M I T

T A

L

J W

S

N A

V A

L

F

A C

I L

I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

U

T H

E A

S T

I P

T

S

O U

N

T R

A L

N A

V A

L

A

A

T I O

N

J A

C K

S O

N V

I L L E

PROJECT MANAGER

IPT TECH. BRANCH HEAD

CHIEF ENG/ARCH

DATE

GIANNA WARNER

XXX

9400 WARD PARKWAY

KANSAS CITY, MO 64114

LOCATE SIGN AT EDGE OF SECURITY

CLEAR ZONE, PLACE SIGNS EVERY

100.00' IN UNPAVED AREAS. SEE

DETAIL C2 THIS SHEET.

2" RED LETTERS ON WHITE

BACKGROUND, HIGH INTENSITY

GRADE REFLECTIVE SHEETING

FINAL GRADE

GALVANIZED STEEL POST

1/4" RED

BORDER

1/2" RADIUS, TYP.

1/2"

14" SQ.

3-1/16"

23/32"

1-1/16"

1/8" MIN

TURNSTILE NOTES:

1. THE FULL-HEIGHT TURNSTILES SHALL BE ALVARADO

BRAND MODEL MST SINGLE MAXIMUM SECURITY

TURNSTILE WITH THE FOLLOWING MANUFACTURER

INSTALLED FEATURES. REFER TO SPEC SECTION 11 14 00

FOR TURNSTILES.

A. GALVANIZED STEEL FINISH FOR OUTDOORS

B. FAIL-SECURE CONFIGURATION FOR INGRESS AND

FAIL SAFE IN THE EGRESS DIRECTION TURNSTILES.

C. ADJUSTABLE TIMED DELAY AUTO RE-LOCKING

D. RED/GREEN/YELLOW CARD STATUS LIGHTS

E. TURNSTILE OPEN/CLOSED LIGHTS

F. SELF-CENTERING MECHANISM

G. OUT OF SERVICE LOCK BRACKETS

H. HEEL GUARDS AND ARM GUARDS

2. BRACE BARRIER POST AT TOP TO ADJACENT VERTICAL

SURFACE.ALLOW 5" CLEARANCE ABOVE TOP OF

TURNSTILE TO REMOVE LIFT-OFF TYPE TOP COVER.

3. 89" HEIGHTS INCLUDES HYDRAULIC SPEED CONTROL

FEATURE, HEIGHT IS 86" WITHOUT HYDRAULIC SPEED

CONTROL.

4. COORDINATE TURNSTILE WITH BLDG. 2626 TURNSTILE

ARCHITECTURAL PLANS AND DETAILS.

5. PROVIDE ELECTRICAL POWER AND COMMUNICATIONS

CONNECTION PER SECURITY REQUIREMENTS.

6. SEE DETAIL A1 ON GT523 FOR MOUNTING OF SECURITY

HARDWARE WITH CARD READERS ON BOTH SIDES AND

LOCKDOWN CONTROL FROM THE OVERWATCH POSITION

AND REMOTELY FROM THE CENTRAL SECURITY OFFICES.

CARD READER PLATE (PER NPTU SECURITY STANDARD)1-212

11 1

10 1

9 1

8 1

7 1

6 1

3 1

1 1

REQ

NO DESCRIPTION

BARRIER POST ASSEMBLY (WELDED)

SHIELD ASSEMBLY (WELDED)

TOP CHANNEL ASSEMBLY

ROTOR ARM ASSEMBLY (WELDED, VINYL ARM CAPS)

UPPER FLANGE ASSEMBLY

LOWER FLANGE ASSEMBLY

FIELD INSTALLATION PACKAGE (NOT SHOWN)

TOP COVER (LIFT-OFF)

CEILING PLATE

BASE PLATE

BOTTOM BEARING

C L E

Z

N

E

C

L E

A R

Z O

N E

N.T.S.

INTERIOR

EXTERIOR

NEW SECURITY FENCE

TURNSTILE:

A1

EGRESS

GATE

T

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1 2 3 4 5

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B

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SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

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SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC / B.L.T.L.

SEAL

A/E INFO

OF

EPROJECT NO.:

S Y

M D

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C R

I P

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A T

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1142017

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PROJECT MANAGER

IPT TECH. BRANCH HEAD

CHIEF ENG/ARCH

DATE

GIANNA WARNER

XXX

9400 WARD PARKWAY

KANSAS CITY, MO 64114

K-12 RATED GATE NOTES:

1. THE CONCRETE REINFORCEMENT SHOWN IS CONCEPTUAL ONLY. THE FINAL DESIGN OF THE

FOUNDATION SYSTEM SHALL BE THE RESPONSIBILITY OF THE GATE MANUFACTURER. BASIS OF

DESIGN IS DELTA SCIENTIFIC MODEL DSC7000 CONTRACTOR MAY PROVIDE ANY

MANUFACTURER GATE THAT MEETS THE REQUIREMENTS OF THE DRAWINGS AND

SPECIFICATIONS SEE NOTE 4.

2. ALL STEEL COMPONENTS SHALL BE HOT DIP GALVANIZED WITH RED AND WHITE DIAGONAL

STRIPED REFLECTIVE DECAL APPLIED TO THE MAIN HORIZONTAL BEAM.

3. PUSH BUTTON MASTER CONTROL PANEL TO BE LOCATED IN THE SECURITY CONTROL ROOM.

PROVIDE SECONDARY CONTROL AT EACH GUARD HOUSE.

4. THE GATE OPERATOR SHALL BE MANUFACTURED FOR THE K-12 RATED (DOD/DOS CERTIFIED)

GATE AND SPECIFIED BY THE GATE SUPPLIER.

5. ELECTRICAL VOLTAGE FOR THE HYDRAULIC OPERATOR SHALL BE A 3 PHASE, 208 VOLT SYSTEM.

6. THE GATE OPERATOR SHALL BE EQUIPPED WITH A HYDRAULIC HEATER ASSEMBLY, BUILT IN

TIMER FOR CLOSING, DISPLAY FOR OPERATING FUNCTIONS, PROGRAMMABLE OUTPUT RELAY,

SAFETY DETECTORS AND PLC PANEL INTEGRATION. COORDINATE LOCATION OF THE CONTROL

PANELS AND REMOTE CONTROL LOCATIONS WITH NPTU SECURITY.

CONCRETE

FOUNDATION

FINISHED GRADE

OR PAVEMENT

BITUMINOUS JOINT

FILLER (CONC.

PAVEMENT ONLY)

8" DIA STEEL PIPE FILLED

W/ CONCRETE SEE NOTE 1.

ROUND DOMED STEEL TOP

8" (TYP)

1'-10"

N.T.S.

YELLOW PAINTED FINISH

MIN

NOTES:

1. GALVANIZED STEEL PIPE SCHEDULE 80, PAINTED SAFETY YELLOW WITH

ONE 3" WIDE 3M DIAMOND GRADE REFLECTIVE BLACK VINYL TAPE

STRIPE TO MATCH EXISTING SITE BOLLARDS.

2. PREPARE SURFACE IN FIELD BY SSPC-SP3 METHODS TO SSPC-SP6

QUALITY AND 1.0 MIL MIN PROFILE DEPTH. FIRST COAT IS TO BE ALKYD

PRIMER AT MIN 40% SOLIDS BY VOLUME. APPLIED AT 2 MILS DRY.

SECOND AND THIRD COATS ARE TO BE ALKYD GLOSS ENAMEL MIN 40%

SOLIDS BY VOLUME. EACH COAT APPLIED AT 1.5 MILS DRY. TOTAL

COATING 5 MIL MIN DRY FILM.

3. SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL.

12"

N.T.S.

5" DIA STEEL PIPE

FINISH GRADE

OR PAVEMENT

6" DIA STEEL PIPE

CONCRETE

3/8" THICK, 8" X 8" SQUARE

STEEL PLATE WELDED TO PIPE

GRANULAR MATERIAL

1" DRAIN HOLE

DRILLED IN BOTTOM

WELDED DOME STEEL CAP

PLAN VIEW

FRONT ELEVATION

CURB

CONCRETE PAD AND FOUNDATION

PER MANUFACTURER'S RECOMMENDATION

ROADWAY SURFACE

20.00' MIN.

CLEAR OPENING

SECURE SIDE

20.00' MIN.

CLEAR OPENING

2 HANDRAILS FOR REMOVAL

BLACK TAPE STRIPE AT TOP

SEE NOTE 1

BLACK STRIPE AT TOP SEE NOTE 1.

NOTES:

1. GALVANIZED STEEL PIPE SCHEDULE 80,

PAINTED SAFETY YELLOW WITH ONE 3"

WIDE 3M DIAMOND GRADE REFLECTIVE

BLACK VINYL TAPE STRIPE TO MATCH

EXISTING SITE BOLLARDS.

2. PREPARE SURFACE IN FIELD BY

SSPC-SP3 METHODS TO SSPC-SP6

QUALITY AND 1.0 MIL MIN PROFILE DEPTH.

FIRST COAT IS TO BE ALKYD PRIMER AT

MIN 40% SOLIDS BY VOLUME. APPLIED AT

2 MILS DRY. SECOND AND THIRD COATS

ARE TO BE ALKYD GLOSS ENAMEL MIN

40% SOLIDS BY VOLUME. EACH COAT

APPLIED AT 1.5 MILS DRY. TOTAL

COATING 5 MIL MIN DRY FILM.

3. SUBMIT SHOP DRAWINGS FOR REVIEW

AND APPROVAL.

T

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1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

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I N

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G

C

O M

M A

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DES DRW CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC / B.L.T.L.

SEAL

A/E INFO

OF

EPROJECT NO.:

S Y

M D

E S

C R

I P

T I O

N D

A T

E A

P P

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1142017

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PROJECT MANAGER

IPT TECH. BRANCH HEAD

CHIEF ENG/ARCH

DATE

GIANNA WARNER

XXX

9400 WARD PARKWAY

KANSAS CITY, MO 64114

GENERAL NOTES (DETAIL B2):

1. REINFORCING SHALL BE ASTM A-615, Fy - 60 KSI.

2. STEEL PIPE SHALL BE ASTM A-53 GRADE B, Fy - 36 KSI.

OPTION 1: SCHEDULE 140 (1" WALL THICKNESS).

3. BOLLARDS TO BE SMOOTH EXTERIOR AND PAINTED DARK GRAY WITH COLOR MATCHED

TO BUILDING EXTERIOR DOORS AND CANOPIES.

4. CONCRETE MINIMUM F'c - 24, 3500 PSI IN ACCORDANCE WITH ASTM C31, C39 AND C470.

5. SOILS SHALL BE COMPACTED TO 95% DENSITY.

6. CROSSTIES SHALL HAVE 90 AND 180 BENDS AND SHALL BE PLACED WITH 90 BEND

TOWARD THE ATTACK SIDE OF THE FOOTING. PROVIDE 7 PAIRS OF CROSSTIES

COMBINED WITH FIRST STIRRUP EACH SIDE OF EACH BOLLARD (SEE ELEVATION).

7. ALL EXPOSED CORNERS SHALL HAVE A 3/4" CHAMFER.

8. THE DESIGN SHOWN PROVIDES THE MINIMUM REQUIREMENTS BASED ON THE ANTI-RAM

CRITERIA. THE ENGINEER SHALL MODIFY THE KNEE WALL AND FOUNDATION DESIGN TO

ACCOUNT FOR LOCAL WIND, SEISMIC, FROST, AND SUBSURFACE CONDITIONS.

9. CONTROL JOINT SPACING SHALL NOT EXCEED 15 FEET IN HORIZONTAL DISTANCE.

10. EXPANSION JOINT SPACING SHALL NOT EXCEED 100 FEET IN HORIZONTAL DISTANCE.

11. FOOTING SUBGRADES SHALL CONSIST OF UNIDENTIFIED NATURAL SOIL, OR NEW

COMPACTED FILL, WITH A MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 75kPa.

12. ALL BACKFILL SHALL CONSIST OF LOW PLASTICITY GRANULAR SOIL, COMPACTED AT

LEAST 95% OF THE MAXIMUM DRY DENSITY PER ASTM D-1557, MODIFIED PROCTOR.

N.T.S.

B

C5

N.T.S.

N.T.S.

ADJACENT

MODULE

82"

6 X 6 10 GA MESH

(TYP) 3 LAYERS 4"

APART

INCORPORATED

IN ARRAY AT

FACTORY

82"

108"

ADJACENT

MODULE

GENERAL NOTES (DETAIL A4):

1. MANUFACTURER TO DESIGN COMPLETE SYSTEM INCLUDING BOLLARDS,

FRAME, CONCRETE, REBAR, ETC. AND SUBMIT FOR REVIEW AND

APPROVAL. INFORMATION SHOWN IS A CONCEPTUAL LAYOUT ONLY (SEE

SPECIFICATION 32 31 13.53). BOLLARDS TO BE SMOOTH EXTERIOR AND

PAINTED DARK GRAY WITH COLOR MATCHED TO BUILDING EXTERIOR

DOORS AND CANOPIES.

2. CONTRACTOR WILL BE RESPONSIBLE TO ENSURE NO UNDERGROUND

OBSTRUCTIONS EXIST. SOIL IS EXPECTED TO BE COMPACTED 95% OR

GREATER PRIOR TO POUR.

3. REINFORCING STEEL SHALL BE DEFORMED BARS PER ASTM A615,

GRADE 60 OR BETTER. HOOKS AND BENDS SHALL CONFORM TO ACI 318.

ALL REBAR TO BE DOUBLE TIED OR WELDED IN PLACE.

4. CONFIRM STEEL IS SECURE AND SUPPORTED PROPERLY IN EXCAVATION

AND HELD IN PLACE DURING POUR AND CURE. NO ALUMINUM ALLOWED

DIRECTLY IN CONCRETE.

5. ALL CONCRETE 4000 PSI MIN., COMPACTED SOIL IN EXCAVATION AREA.

6. PRODUCT INFORMATION:

SEE SPECIFICATION 32 31 13.53

SHALLOW MOUNT FOUNDATION (CONCRETE DEPTH OF 16")

FIXED BOLLARD DESIGN

INDIVIDUAL SETTING/ INSTALLATION OF EACH UNIT

MODULAR BOLT-TOGETHER FRAMES FOR CUSTOM CONFIGURATIONS

COATED WITH RUST INHIBITIVE PRIMER, READY FOR ON-SITE

PAINTING

PAINTED WITH 2-PART EPOXY

R

W

T

H

C

O V

E R

52"

41 1/4"

(REF)

REMOVABLE TOP

CONCRETE SURFACE TO

BE USED AS SIDEWALK.

SEE SIDEWALK DETAILS

FOR CONCRETE JOINT

PATTERNS

10 3/4"

6 X 6 10 GA MESH (TYP)

SEE NOTE 1.

CROSSTIES

#5 STIRRUPS

@ 8" O.C.CONCRETE

FOOTING

FINISHED GRADE

CONCRETE FILL,

SEE NOTE 4

10" X 7.00' STEEL

PIPE, SEE NOTE 2

GROUT WASH

TAMPED UNDISTURBED

SUBGRADE OR TAMPED

GRANULAR FILL OR LEAN

CONCRETE

#5 STIRRUPS @ 8"

O.C. CLOSED @

BOTTOM CORNER W/

135 DEG HOOS, TYP

#5 CROSSTIES, BETWEEN

LONGITUDINAL BARS, PLACE

W/ 90 DEG HOOK ON ATTACK

SIDE, 2 EA SIDE OF EA POST

(28 TOTAL EA POST) TYP

10 3/4"

2'-8"

C

L E

A R

1" CLEAR, TYP

PROTECTED SIDE

ATTACK SIDE

4 # 10

10 # 8

WELD STEEL PLATE WITHIN STEEL PIPE PARALLEL TO

VEHICLE TRAVEL DIRECTION. PLATE REQUIRED ONLY

FOR SCHEDULE 80 PIPE. (SEE NOTE 2, OPTION 2)

SECTION A-A

NOT TO SCALE

SECTION B-B

NOT TO SCALE

TYPICAL

BOTH ENDS

OF PIPE

5'-0" O.C. (MAX) 5'-0" O.C. (MAX)

1" CLEAR, TYP

4 # 10

10 # 8

C

L

C

L

C

L

ELEVATION (ATTACK SIDE)

NOT TO SCALE

A A

A-A

CONCRETE FILL

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1 2 3 4 5

A

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C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

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C

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M A

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DES DRW CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC / B.L.T.L.

SEAL

A/E INFO

OF

EPROJECT NO.:

S Y

M D

E S

C R

I P

T I O

N D

A T

E A

P P

R

1142017

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PROJECT MANAGER

IPT TECH. BRANCH HEAD

CHIEF ENG/ARCH

DATE

GIANNA WARNER

XXX

9400 WARD PARKWAY

KANSAS CITY, MO 64114

2'-4" SQ.

HS-20 TRAFFIC RATED FRAME

AND GRATE WITH LOCKING

DEVICE WITH PENTAGONAL

BOLT, OR EQUAL

V A

R I E

S

6"

INVERT ELEVATION

SHOWN ON PROFILES

GROUT

PRECAST OR

CAST IN PLACE

N.T.S.

NOTE:

1. BAR MINIMUM LENGTHS TO BE (D + 1'-0") WITH

BARS CENTERED ON OPENINGS.

Y

P

PIPE OPENING

ADD 2 - #4 @

3" EA FACE

Y

P

FINISH GRADE

DOWNSPOUT (SEE ARCHITECTURAL

DRAWINGS FOR SIZE AND TRANSITION

INTO DUCTILE IRON BOOT)

CONNECT ROOF DRAIN INTO

STORM SEWER. INSTALL

CONCRETE COLLAR AROUND

CONNECTION.

FOUNDATION

WALL

NOTE:

1. DIAMETER OF BOOT SHALL BE (1/2") GREATER THAN DOWNSPOUT'S

LARGEST DIMENSION. BOOT MATERIAL SHALL BE DUCTILE IRON.

ALL OTHER SHALL BE PE UNLESS OTHERWISE INDICATED.

CONCRETE CRADLE

FACE OF BUILDING

PACK BOOT WITH OAKUM.

FILL WITH NON-SHRINK GROUT

DUCTILE IRON BOOT.

PAINT PER SECTION

099000

3" MIN.

STORM SEWER

45° BEND

8" DIAMETER

M I N

I M

R

Y

D E

P T

H

N.T.S.

N.T.S.

NOTES:

1. WALL MOUNTED HARDWARE SHALL BE MANUFACTURER APPROVED.

2. FILTER BAG SHALL BE WOVEN POLYPROPYLENE SEDIMENT BAG OR

SUBMIT FOR CONTRACTING OFFICER APPROVAL.

INLET

4' THROAT OPENING

WALL MOUNTED

HARDWARE

FILTER BAG

N.T.S.

FILTER

BAG

N.T.S.

4"

NOTE:

1. SEE LANDSCAPING DETAILS FOR FULL BIO-SWALE

DETAIL / SECTION WITH PLANT MATERIALS.

36" MINIMUM

2-#4 ON 4 SIDES

RIM OR TOP ELEV. SHOWN

ON PROFILES

NOTE:

1. SEE PRECAST STRUCTURE

DETAIL NOTES ON A2/C518

LOCATION ON PLAN. INVERTS

NOTED AT OF STRUCTURE

N.T.S.

BUILDING FACE

SECTION

TOP PLAN

6" CONCRETE MOW STRIP

8" ROOF DRAIN

EXPANSION JOINT (TYP)

LANDSCAPING ROCK

(DETAIL A4/L501)

SIDE SECTION

DETAIL D

1 1/2"

3/4"

1/8"

1/4" X 3/4" BAR

1/4" PATTERN

PLATE

1/4" SCREW @

12" O.C.

2" X 1/4"

#10 BAR WELDED TO

ANGLE @ 18" O.C.

5.00'

M

I N

S E

E

U T

I L I T

Y

P L A

N

SEE DETAIL C3

THIS DRAWING

2'-4" SQ.

HS-20 TRAFFIC RATED FRAME

AND GRATE WITH LOCKING DEVICE

WITH PENTAGONAL BOLT, OR EQUAL

V A

R I E

S

6"

#4 @ 12' EACH WAY

#4 DOWELS

@ 12' 0.C.

GROUT

N.T.S.

FILTER

BAG

4"

36" MINIMUM

2-#4 ON 4 SIDES

NOTE:

1. SEE PRECAST STRUCTURE

DETAIL NOTES ON A2/C518

LOCATION ON PLAN. INVERTS

NOTED AT OF STRUCTURE

ORIFICE

INVERT= 3.00'

6" DIA. ORIFICE

PRECAST OR

CAST IN PLACE

TRASH RACK OVER END OF ORIFICE

UNDERDRAIN OR

OUTLET PIPE

#4 DOWELS

@ 12' 0.C.

ROOF DRAIN

DOWNSPOUT

VARIES

2.00' TO 3.00'

INTERIOR SLAB

ELEV. 15.00

V A

R I E

S

FOUNDATION

PILES

2'-11"

4" 4"

4"

4"

3"

#4 @ 12' EACH WAY

5.00 THICKENED EDGE

1.25T FOR ASPHALT THICKNESS

ASPHALT

AGGREGATED

BASE

FINAL GRADE FINAL GRADE

EXPANSION

JOINT (TYP)

1/4" RAISED

GALVANIZED STEEL

PATTERN PLATE

6" X 6" (W3 X W3)

WELDED WIRE

FABRIC

2'-11"

12" HDPE FLEX PIPE

TO RCP DRAINPIPE

OR STRUCTURE

6" X 12" CONCRETE MOW STRIP

SEE DETAIL D

1'-0"

8" OVERFLOW DRAIN

10"

1'-0"

14" 3"

I L I T

Y

D

E T

A I L

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A V

F A

C S

E

T

U

C A

D D

C i v i l S h e e t

F i l e s C

U

T I L

I T

Y

D

E T

A I L

S d

Y

O U

T

N

A M

E

C

U

T I L

I T

Y

D

E T

A I L

O

T T

E D

T h u r s d a y

S e p t e m b e r p m

U

S E

R d m u e t i n g

D E

P A

R T

M E

T

V

Y

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

L

F

A C

I L I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

N D

DES DRW CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC / B.L.T.L.

SEAL

A/E INFO

OF

EPROJECT NO.:

S Y

M D

E S

C R

I P

T I O

N D

A T

E A

P P

R

1142017

J O

I N

T

B

A S

E

C

H A

R L

E S

T O

N C

H A

R L

E S

T O

N

S

C

B u i l d i n g

P

N u c l e a r

P o w e r

T r a i n i n g

F a c i l i t i e s

A

D

E S

I G

N

S

U B

M I T

T A

L

J W

S

N A

V A

L

F

A C

I L

I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

U

T H

E A

S T

I P

T

S

O U

N

T R

A L

N A

V A

L

A

A

T I O

N

J A

C K

S O

N V

I L L E

PROJECT MANAGER

IPT TECH. BRANCH HEAD

CHIEF ENG/ARCH

DATE

GIANNA WARNER

XXX

9400 WARD PARKWAY

KANSAS CITY, MO 64114

816-333-9400

N69450-14-C-1756

OVERFLOW CAPACITY

STORAGE DEPTH

12"4.00'10.00'4.00'12"

NOTES:

1. TOE WALL SHALL BE 18" BELOW BOTTOM OF END SECTION ON UPSTREAM END AND

24" ON DOWNSTREAM END.

2. PLACE RIP-RAP AT ALL END SECTIONS AND CULVERT HEADWALLS.

3. RIP-RAP MUST EXTEND BEHIND OUTLET TO THE PIPE COUPLINGS AND AT AN

ELEVATION EQUAL TO THE TOP OF THE PIPE.

8"

P I P

E

O

PIPE OD X 6

P I P

E

O

D

(SEE NOTE 3)

LOCATION POINT AND

INVERT ELEVATION

CL PIPE

d = 12 INCHES

RIP RAP

FABRIC FILTER GEOTEXTILE

TOE WALL (SEE NOTE 1

FOR DEPTH)

FINAL GRADE

PLAN

SECTION A-A

RCP FLARED END SECTION

#5 @ 12" E.W.

CL PIPE

G

A A

F T

B

LOCATION POINT AND

INVERT ELEVATION ON PLANS

T A

E

C

18"

6" MIN.

M

I N

V A

R I E

S

PLAN

18"

SECTION B

SECTION A

FINISH GRADE

TRENCH DRAIN

M

I N

INVERT EL

SEE DWG C4

FLOW LINE AT CATCH BASIN

FLOW LINE AT MAX. CHANNEL DEPTH

CONCRETE AS SPECIFIED

PRECAST POLYMER CONCRETE

TRENCH DRAIN AS MANUFACTURED

BY ACO POLYMER PRODUCTS, INC.

OR APPROVED EQUAL

N.T.S.

S E

E

S

I T

E

P

L A

N

CONCRETE BEDDING

SLOTTED IRON GRATE WITH

LOCKING DEVICE (TYP)

CATCH BASIN - ACO

PART NO. 900G OR

APPROVE EQUAL

SHUTOFF VALVE AT

TRUCK FILL AREA

SEE DRAWING C306

TRENCH DRAIN

LINER H-20 RATED

SDMH

OUTLET IN END OF TRENCH AT

FUEL TANK STORAGE AREA

SEE DRAWING C529

GATE VALVE (SEE

UTILITY PLANS)

#4 @8" O.C. E.W.

18"

O

R

24" SQUARE

18" THICK CLEAN 1"

GRAVEL WRAPPED

IN FILLER FABRIC.

" X 15" SQUARE BRASS GRATED FLOOR

DRAIN COVER SCREWED TO CONCRETE.

12" DIAMETER HOLE

" RECESS SLOPE FLOOR TO DRAIN

PLAN VIEW

SECTION VIEW

N.T.S.

NOTE:

SEE TRENCH DETAILS ON

S331 AND S332.

5'-6"

COVER

I L I T

Y

D

E T

A I L

S

C516

I L

E

N

A M

E

J U

S N

A V

F A

C S

E

T

U

C A

D D

C i v i l S h e e t

F i l e s C

U

T I L

I T

Y

D

E T

A I L

S d

Y

O U

T

N

A M

E

C

U

T I L

I T