Amend_2_-_PH2_-_Civil_Site_Sheets.pdf

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2+88.73

2+00

MAIN OPS (PH 2),

SEE ARCHITECTURAL

PLANS

CENTRAL PLANT

(EXIST PH1)

DRIVEWAY

(EXIST PH1)

UTILITY TUNNEL (PH2),

SEE STRUCTURAL PLANS

SITE WALL, SEE

S125 FOR

TIE-DOWN

INFORMATION.

FOR PROFILE,

SEE SHT CG201

CONCRETE

WALKWAY

CONCRETE

WALKWAY

STEEL PLATE

CULVERT

CONCRETE

WALKWAY

BL DW-1

FOR PROFILE,

SEE CS201

P T

P

C

L

D1

CS501

PARKING

(EXIST PH1)

129° 00' 00"140.07

5.00'

A2

CS501

5.00'

5.00'

D1

CS501

D1

CS501

UTILITY TUNNEL

(EXIST PH1)

7.00'

SOLID WHITE

STOP BAR

C3

CS502

REINFORCED

NEW CONCRETE

PAVEMENT

B4 B3

CS501

REINFORCED

CONCRETE

PAVEMENT

B4

CS501

GUARD

POSTS

C2

CS501

GUARD POSTS,

FINAL LOCATION TO

BE DETERMINED

PER EQUIPMENT

MANUFACTURERS

RECOMMENDATION

C2

CS501

AC

PAVEMENT

C1

CS501

33.00' AT/FP

SETBACK LINE

82.00' AT/FP

SETBACK LINE

TIE TO EDGE OF

EXIST DRIVEWAY

COMPACTOR

STRUCTURAL PAD SEE

A471 AND S123 FOR

INFORMATION

BL DW-1 STA

1+08.95

TRANSITION

CONCRETE

PAVEMENT

SECTION TO

AC SECTION

8.00'20.28'8.00'18.97'

G E

N E

R A

T O

R

Y

A R

D

E

X I S

T

P

H

NEW

CONCRETE

HEADERS

℄ GRASS

SWALE

D4

CS501

D3

CS501

BELOW GRADE ELEC

AREA (PH2), SEE S124

FOR INFORMATION

A

B

C

D

E

F

311° 19' 07"

20.39

G

H

I

J

K

L

M

N

O

P

Q

R

S

T

113° 02' 37"

21.15'

023° 00' 22"

65.08 ℄ GRASS

SWALE

D4

CS501

B1

CS501

℄ GRASS

SWALE

REMOVABLE

B0LLARDS

(EXIST PH1)

A3

CS501

CENTERLINE

GRASS SWALE

CATCH BASIN

(EXIST PH1)

CONC CURB

(EXIST PH1)

34.00'20.50'

T

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F

R

O

M

B

M

T

C

L

U

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N

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R

D

W

R

K

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N

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P

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T

COLUMN GRID

WORKING POINT

65,399.434 N

1,681,141.607 E

C

O L U

G

I D

W O

R K

I N

G

P

O I N

T

L I N

E

R=25.0'

R

16.00'

STA 0+54.37

STA 0+32.00

70.50'

CONC

HEADER

(EXIST PH1)

COLD PLANE EXIST

PAVEMENT

001° 07' 22"

15.08

010° 46' 10"

22.32

038° 37' 48"

2.54

NEW

CONCRETE

HEADERS

A3

CS501

X X

X X

X X

X X

X

X X X X X X X X X X X

P

A N

E L S

3 PANELS (34.00')

6 PANELS (70.50')

P

A N

E

G E

N E

R A

T O

R

Y

A R

D

E

X I S

T

P

H

8.50'

CURVE DATA

NO.

Δ

39°31'53"

74°00'00"

88°59'27"

29°04'14"

82°31'48"

48°00'24"

90°00'00"

90°00'00"

32°37'15"

Δ/2

19°45'57"

37°00'00"

44°29'44"

14°32'07"

41°15'54"

24°00'12"

45°00'00"

45°00'00"

16°18'38"

R

29.619'

27.968'

11.564'

39.419'

22.000'

59.254'

20.000'

6.000'

25.000'

T

10.644'

21.076'

11.362'

10.220'

19.304'

26.386'

20.000'

6.000'

7.315'

C

20.033'

33.663'

16.209'

19.787'

29.020'

48.208'

28.284'

8.485'

14.042'

LC

20.436'

36.122'

17.961'

20.000'

31.689'

49.647'

31.416'

9.425'

14.234'

C O O R D I N A T E T A B L E

POINT

A

B

C

D

E

F

G

H

I

J

K

L

M

N

O

P

Q

R

S

T

NORTHING

65242.5589

65168.9317

65162.5203

65160.0330

65165.2843

65157.4726

65393.8653

65393.0212

65372.0083

65354.2661

65345.9720

65290.0823

65261.0851

65247.6257

65201.4665

65286.9625

65162.4730

65154.1740

65124.8077

65133.0855

EASTING

1680972.1092

1681088.8527

1681083.6608

1681086.6849

1681158.4509

1681176.8982

1681215.7582

1681199.5708

1681182.5792

1681173.8202

1681191.6046

1681146.3460

1681147.4929

1681162.8033

1681176.7069

1681256.3158

1681170.6535

1681163.9928

1681075.3296

1681055.8693

D E S C R I P T I O N

END BASELINE DW-1, STA 2+88.73

CORNER WALKWAY

CORNER WALKWAY

CORNER WALKWAY

END WALKWAY CURVE NO. 1

BEGIN CURVE NO. 1/CORNER

WALKWAY

BEGIN CURVE NO. 3/BEGIN CL

GRASS SWALE

END CURVE NO. 3

BEGIN CURVE NO. 4

END CURVE NO. 4

BEGIN CL GRASS SWALE

BEGIN CL GRASS CURVE NO. 5

END CL GRASS CURVE NO. 5

BEGIN CL GRASS CURVE NO. 6

END CL GRASS CURVE NO. 6

BEGIN CL GRASS SWALE

END CL GRASS SWALE

BEGIN CL GRASS SWALE

BEGIN CL GRASS SWALE

CORNER GRASS SWALE

2 PANELS

(16.0')

9.0'

6 PANELS

(43.9')

2 PANELS

(12.8')

6.3'

E Q

E

Q

A

N

E

L

S

5 PANELS

(40.1')

9.0'

GRAPHIC SCALES

D e s i g n e d b y

D a t e

R e v

S u b m i t t e d b y

F i l e n a m e

C h i e f

D r a w i n g c o d e

P l o t d a t e

P l o t s c a l e

Sheet number:

Location code:

Drawing no.

C h e c k e d b y

R O

A N

O K

E

V

A

H

O N

O L

U L

U

H

I w w w a e c o m c o m

A E

C O

M

PHASE 2

D r a w n b y

P H

A S

A

E

R A

T I O

N S

M R

B

FOR OFFICIAL USE ONLY

FOR OFFICIAL USE ONLY

THIS WORK WAS PREPARED BY

ME OR UNDER MY SUPERVISION.

of 114SHEET

CS102

S I T

E

P

L A

N

G N

T

J K

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A F

J M

N

P M

D

1. FOR BENCHMARK, CONTROL POINTS, AND AZIMUTH & DISTANCES,

SEE SHEET CS101.

2. BUILDING TIE-DOWNS ON THIS SHEET ARE TO OUTSIDE CORNER

OF CMU WALL. SEE ARCHITECTURAL PLANS FOR BUILDING

DIMENSIONS..

3. ALL TRAFFIC SIGN AND PAVEMENT MARKING INSTALLATIONS

SHALL BE DONE IN ACCORDANCE WITH THE "MANUAL ON

UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND

HIGHWAYS," 2009 EDITION, AS AMENDED, AND AS SHOWN ON THE

PLANS.

4. CONTRACTOR SHALL RE-ESTABLISH ALL BENCHMARKS SHOWN

THAT WERE DISTURBED DURING PHASE 2 CONSTRUCTION, OR

FROM CONSTRUCTION OF PREVIOUS PHASES.

NOTES THIS SHEET:

A3

CS102

SITE PLAN - 1

1" = 20'

PROJECT LIMITS

AT/FP (ANTI-TERRORISM / FORCE

PROTECTION) SETBACK LINE

NEW CONCRETE

NEW AC

NEW BUILDINGS

NEW UTILITY TUNNEL

EXIST BUILDING/TUNNEL

REINFORCED

CONCRETE PAVEMENT

LEGEND:

KEY PLAN

P

I

E

R

W

I S

S

H

R

E E

T

A

R

Y

W

I

S

S

A

D

K

A

U

S

T

C

F

P H

C

S

M a y

TRANSVERSE

CONTRACTION

JOINT (TYP.)

ISOLATION

JOINT

D3

CS502

D3

CS502

C1

CS102

JOINTING PLAN

1" = 20'

JOINTING PLAN,

SEE INSET C1

SCALE: 1"=20'

0 20' 40'10'

MATCHLINE

SEE SHT CS103

CS102

CS103

COMPACTOR

STRUCTURAL

PAD SEE A471

AND S123 FOR

INFORMATION

D3

CS502

ISOLATION

JOINT

LONGITUDINAL

CONSTRUCTION/

CONTRACTION

JOINT (TYP.)

D3

CS502

R

R

R

R

R

B4

CS501

R

REINFORCED

CONCRETE

PAVEMENT

B4

CS501

CURVE NUMBER

COORDINATE POINT

A

A1

CS102

JOINTING PLAN

1" = 20'

JOINTING PLAN,

SEE INSET A1

R

R

R

R

R

ISOLATION JOINT, SEE

DTL D3, SHT CS502

ISOLATION JOINT, SEE

DTL D3, SHT CS502

LONGITUDINAL

CONTRACTION

JOINT (TYP.)

D3

CS502

TRANSVERSE

CONTRACTION JOINT (TYP.)

D3

CS502

RRRR

RRR

X

X

0+00

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

ARRIVAL

(EXIST PH1)

UTILITY

TUNNEL

(EXIST PH1)

CONCRETE

D/W APRON

CONCRETE

WALKWAY

P

T

CONNECT & PROVIDE

SMOOTH TRANSITION TO

DRIVEWAY

P C

27± LF CONCRETE

CURB & GUTTER

A1

CS502

D1

CS501

C4

CS501

STEEL PLATE

CULVERT

A2

CS501

5.00'

7.00'

AC PAVEMENT

C1

CS501

33.00' AT/FP

SETBACK LINE

82.00' AT/FP

SETBACK

LINE

BELOW GRADE ELEC

AREA (PH2), SEE S124

BL DW-1

FOR PROFILE,

SEE CS201

℄ GRASS SWALE

D3

CS501

℄ GRASS SWALE

D4

CS501

℄ GRASS SWALE

D4

CS501

38° 45' 00"

26.65'

TIE TO EXIST

SIDEWALK

A

B

C

E

D

F

A1

CS501

129° 01' 17"

8.97'

PROJECT LIMITS

D5

CS501

G

H

38° 45' 00"

148.19'

C

U x

C

U x

C

U x

C

U x

S

D x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

NEW

CONCRETE

HEADERS

A3

CS501

CURVE DATA

NO.

Δ

37°44'56"

75°51'43"

Δ/2

18°52'28"

37°55'52"

R

21.249'

28.040'

T

7.265'

21.853'

C

13.748'

34.473'

LC

14.000'

37.127'

C O O R D I N A T E T A B L E

POINT

A

B

C

D

E

F

G

H

NORTHING

65073.1863

65059.4381

65021.3312

65025.6536

65004.8699

64886.8414

64879.6320

64877.8948

EASTING

1681030.4359

1681030.4759

1681077.7948

1681060.8443

1681044.1636

1680959.6936

1680958.5840

1680965.5923

D E S C R I P T I O N

BEGIN CURVE NO. 1

END CURVE NO. 1

BEGIN BL DW-1, STA 0+00

BEGIN CL GRASS SWALE

END CL GRASS SWALE

CORNER SIDEWALK

TIE TO EXIST SIDEWALK

CORNER GUTTER

GRAPHIC SCALES

D e s i g n e d b y

D a t e

R e v

S u b m i t t e d b y

F i m e

C h i e f

D r a w i n g c o d e

P l o t d a t e

P l o t s c a l e

Sheet number:

Location code:

Drawing no.

C h e c k e d b y

R O

A N

O K

E

V

A

H

O N

O L

U L

U

H

I w w w a e c o m c o m

A E

C O

M

PHASE 2

D r a w n b y

P H

A S

A

E

R A

T I O

N S

M R

B

FOR OFFICIAL USE ONLY

FOR OFFICIAL USE ONLY

THIS WORK WAS PREPARED BY

ME OR UNDER MY SUPERVISION.

of 114SHEET

CS103

S I T

E

P

L A

N

G N

T

J K

R

A F

J M

N

P M

D

1. FOR BENCHMARK, CONTROL POINTS, AND AZIMUTH & DISTANCES,

SEE SHEET CS101.

2. ALL TRAFFIC SIGN AND PAVEMENT MARKING INSTALLATIONS

SHALL BE DONE IN ACCORDANCE WITH THE "MANUAL ON

UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND

HIGHWAYS," 2009 EDITION, AS AMENDED, AND AS SHOWN ON THE

PLANS.

3. CONTRACTOR SHALL RE-ESTABLISH ALL BENCHMARKS SHOWN

THAT WERE DISTURBED DURING PHASE 2 CONSTRUCTION, OR

FROM CONSTRUCTION OF PREVIOUS PHASES.

NOTES THIS SHEET:

A1

CS103

SITE PLAN - 2

1" = 20'

PROJECT LIMITS

AT/FP (ANTI-TERRORISM / FORCE

PROTECTION) SETBACK LINE

NEW CONCRETE

NEW AC

EXIST BUILDING/UTILITY TUNNEL

LEGEND:

KEY PLAN

CS102

P

I

E

R

W

I S

S

R

E E

T

A

R

Y

W

I

S

S

A

D

K

A

U

S

T

C

F

P H

C

S

M a y

SCALE: 1"=20'

0 20'10' 40'

MATCHLINE

SEE SHT CS102

CS103

CURVE NUMBER

COORDINATE POINT

A

GRAPHIC SCALES

e s i g n e d b y

D a t e

R e v

S u b m i t t e d b y

F i m e

C h i e f

D r a w i n g c o d e

P l o t d a t e

P l o t s c a l e

Sheet number:

Location code:

Drawing no.

C h e c k e d b y

R O

A N

O K

E

V

A

H

O N

O L

U L

U

H

I w w w a e c o m c o m

A E

C O

M

PHASE 2

D r a w n b y

P H

A S

A

E

R A

T I O

N S

M R

B

FOR OFFICIAL USE ONLY

FOR OFFICIAL USE ONLY

THIS WORK WAS PREPARED BY

ME OR UNDER MY SUPERVISION.

of 114SHEET

CS501

S I T

E

D

E T

A I

T J G

N K

R

A F

J M

N

P M

D

4" 1'-0" 4"

4"

6"

5-#5 CONT.

#4 @ 12"

2" CHECKERED

STEEL PLATE

2"

1/8"

1'-3 3/4"

1/8"

2"

2"

2" CHECKERED

STEEL PLATE

DRILL AND TAP

FOR

8" F.H.

BRASS SCREW

@ 24" O.C.

eq. eq.

L

2" x

2" x L (*) STEEL

PLATE WELDED TO

FORM SEAT ANGLE

2" x 2

2" x L (*)

STEEL PLATE

#3 x 6" ANCHOR WELDED

TO

2" PLATE @ 24" O.C.

(*) SEE PLAN FOR

LENGTH.

4"

A.C. PAVEMENT

CONC. PAVEMENT

A.C. PAVEMENT

FLUSH WITH

CONCRETE

B1

CS501

TYPICAL A.C./CONCRETE CONNECTION

NOT TO SCALE

A1

CS501

CONCRETE WALKWAY CONNECTION

NOT TO SCALE

A2

CS501

STEEL PLATE CULVERT

NOT TO SCALE

D1

CS501

TYPICAL CONCRETE WALKWAY

NOT TO SCALE

D2

CS501

TYPICAL CONCRETE WALKWAY DETAILS

NOT TO SCALE

NEW 7"

BASE COURSE

PRIME COAT NEW 4" ASPHALT CONC.

COMPACTED

SUBGRADE

NEW 24"

NON-EXPANSIVE

GRANULAR

SELECT BORROW

CAPPING FILL

C1

CS501

TYPICAL A.C. PAVEMENT SECTION

NOT TO SCALE

TACK COAT

18" DIA.

MIN.

CONCRETE

FOOTING

1" CROWN

6" DIAMETER

SCHEDULE 40

STEEL PIPE

6" DOME FILL POST

WITH CONCRETE

PAINT YELLOW

C2

CS501

GUARD POST DETAIL

NOT TO SCALE

GRADE

SURFACE

6" SUB-BASE

COURSE

NEW 24"

NON-EXPANSIVE

GRANULAR

SELECT BORROW

CAPPING FILL

8" CONCRETE

PAVEMENT

B3

CS501

PAVEMENT SECTION

NOT TO SCALE

TYPICAL CONCRETE

C

F

P H

C

S

M a y

2% MAX

FINISH

GROUND

6X6 W2.0 X W2.0 WWM

4" SUB-BASE

COURSE

CONCRETE

PAVEMENT

4"

5'-0" OR AS INDICATED ON PLANS

NEW 24"

NON-EXPANSIVE

GRANULAR

SELECT BORROW

CAPPING FILL

COMPACTED

SUBGRADE

NOTE:

1. SEE SPECIFICATION SECTION 31 00 00 EARTHWORK FOR

SUBGRADE PREPARATION.

NOTES:

1. PAVEMENT SLOPE SHALL MATCH EXISTING PAVEMENT SLOPE SO AS TO PROVIDE SMOOTH

RIDING CONNECTION.

2. SEE SPECIFICATION SECTION 31 00 00 EARTHWORK FOR SUBGRADE PREPARATION.

3. SEE SPECIFICATION SECTION 32 11 23 BASE COURSE FOR FLEXIBLE PAVEMENT FOR EDGE OF

BASE COURSE REQUIREMENT.

X

V A

R I E

S

VARIES

X

D4

CS501

GRASS SWALE DETAIL - 1

NOT TO SCALE

X

NOTE:

1. LONGITUDINAL GRADE SHALL BE AT LEAST 1 PERCENT,

BUT NO MORE THAN 10 PERCENT.

2. FOR GRADES 5% OR GREATER, INSTALL CHECK DAMS.

SEE FOR DETAIL.

2'-0"

X

D3

CS501

GRASS SWALE DETAIL - 2

NOT TO SCALE

C3

CS501

CHECK DAM DETAIL

NOT TO SCALE

1:1

CONTRACTION JOINT

EXPANSION JOINT

3/16"

3/4" DRILLED HOLE,

EMBED 12" LONG, 5/8"

DIA. HOT DIP GALV.

SMOOTH DOWELS

W/ EPOXY AT 18' O.C.

EXIST CONCRETE

CONC PVMT 4" THICK OR

MATCH EXIST

WHICHEVER IS GREATER

6X6- W2.0X W2.0 WWM

NEW 24"

NON-EXPANSIVE

GRANULAR

SELECT BORROW

CAPPING FILL

4" SUB-BASE

COURSE

LIGHTLY OIL DOWEL

TYPICAL CONCRETE/

3/8"

PREMOULDED

EXPANSION

JOINT FILLER

CONFORMING

TO ASTM D1751

OR D1752

JOINT SEALER

CONFORMING

TO ASTM C920

OR ASTM D5893

1/8" R

(TYP)

(EVERY 50' O.C. MAX.)

NOTES:

1. CONTRACTION JOINT

SPACING SHALL

MATCH WALKWAY

WIDTH. RATIO OF

WALKWAY WIDTH TO

JOINT SPACING SHALL

NOT EXCEED 1.25.

2. EXPANSION JOINTS

FOR WALKWAYS

SHALL BE USED AS

FOLLOWS:

A. WALKWAY

RETURN

B. OPPOSITE

EXPANSION

JOINTS IN

ADJOINING

CURBS

C. STRUCTURES/

UTILITY

BOXES

B4

CS501

CONCRETE PAVEMENT SECTION

NOT TO SCALE

TYPICAL REINFORCED

6" SUB-BASE

COURSE

NEW 24"

NON-EXPANSIVE

GRANULAR

SELECT BORROW

CAPPING FILL

8" CONC. SLAB WITH

6X6-W2.9XW2.9 WWR

CS501

C3

ELEVATION VIEW

GRASS SWALE

(WIDTH VARIES)

SECTION VIEW

CHECK DAM

H

I G

H

FLOW

NOTE:

CHECK DAMS TO BE INSTALLED ONLY IN GRASS

SWALES WITH LONGITUDINAL GRADE 5% OR GREATER.

NOTE:

1. LONGITUDINAL GRADE SHALL BE AT LEAST 1 PERCENT,

BUT NO MORE THAN 10 PERCENT.

2. FOR GRADES 5% OR GREATER, INSTALL CHECK DAMS.

SEE FOR DETAIL.

CS501

C3

CHECK DAM

@ 25' O.C.

INSTALL PER

6"6"

4"/6"

V A

R I E

S

C

4"

A.C. PAVEMENT FLUSH

WITH HEADER

A.C. PAVEMENT

SECTION

FINISH

GRADE

COMPACTED

SUBGRADE

3"x8" 4"x8"

CONCRETE

HEADER WITH

1-#3 CONT.

A3

CS501

CONCRETE HEADER SECTION

NOT TO SCALE

TACK COAT

6"

R=1/4"

R=1"

CURB GRADE

7"

1"

2'-6

1'-11

2'-7

CONC QUALITY=.0584 CU YD/LIN FT

S L O

P E

T O

D5

CS501

INTEGRAL CURB AND GUTTER

NOT TO SCALE

C U

R B

L I N

E

CAST IN PLACE

SECTION "B-B"

CURB &

EXISTING

GUTTER

PLAN

3/4" DRILLED HOLE EMBED 12" LONG

SMOOTH DOWELS WITH EPOXY

5-#5 SMOOTH

DOWELS, 12" LONG,

LIGHTLY OIL

DOWELS

NEW CONC.

CURB &

GUTTER

B B

6"

2'- 6 3/4"

1"

1' - 11 3/4"

2" CLR.

1 1/8"

#5 DOWEL

3"

CONCRETE CURB & GUTTER SEE

EXIST.

GROUND

4-#5 SMOOTH

DOWELS 12" LONG

EQUALLY SPACED

12"

SEE TYPICAL A.C.

RESURFACING

SECTION

6" BASE COURSE OR

MATCH EXISTING,

WHICHEVER IS GREATER,

COST INCIDENTAL TO

NEW CURB GUTTER

C4

CS501

CONCRETE CURB AND GUTTER DETAIL

NOT TO SCALE

D5

CS501

REGRASS, COST

INCIDENTAL TO VARIOUS

CONTRACT ITEMS

A.C. PAVEMENT

6"

RECOMPACT TOP OF

SUBBASE/SUBGRADE

C1 B5

CS501

5'-0" CONCRETE HEADER5'-0" CONCRETE HEADER

A.C. PAVEMENT /

CONCRETE WALKWAY

NOTES:

1. PAVEMENT SLOPE SHALL MATCH EXISTING PAVEMENT

SLOPE SO AS TO PROVIDE SMOOTH RIDING CONNECTION.

NEW 7"

AGGREGATE

BASE COURSE

PRIME COAT

NEW 4" ASPHALT

CONC.

TACK

COAT

EXIST. A.C.

PAVEMENT

12"

PROVIDE NEAT

SAW-CUT EDGE

MATCH EXIST.

PAVEMENT

COMPACTED SUBGRADE

NEW 24"

NON-EXPANSIVE

GRANULAR

SELECT BORROW

CAPPING FILL

B2

CS501

TYPICAL A.C. PAVEMENT CONNECTION

NOT TO SCALE

EXIST. EDGE

OF PAVEMENT