B08 Attachment 0001 Appendix A Repair Beck Avenue Final Plans.pdf

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PLANS OF PROPOSED IMPROVEMENT ON THE

ROCK ISLAND ARSENAL

ROCK ISLAND, ILLINOIS

REPAIR BECK AVENUE

FROM BUILDING 212 PARKING LOT EAST ENTRANCE

TO BUILDING 164 ENTRANCE

PROJECT NUMBER: 2022-0289

NORTH

NO SCALE

UTILITY NOTE

The location of the existing utilities are shown on the plans for information only and represents the best knowledge of the engineer. It shall be the contractor's responsibility to verify all utility locations during construction.

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TOTAL SHEETS: 99

Note:

The 2022 Statewide Urban Design and

Specifications (SUDAS) shall apply to construction on this project

The SUDAS design specfications may be download at https://iowasudas.org/manuals/specifications-manual/

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STA 146+26.46

B.O.P.

STA 129+80.00

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℄ ROAD

REMOVE EX. P.C.C. PAVEMENT

APPROX. 9" DEPTH

14.06'13.85'

TYP. EXISTING CROSS SECTION

BECK AVENUE

STA 29+74.89 TO STA 30+19.39

DO NOT REMOVE EX. CURB SECTION

PARKING LOT 2G EX. GRAVEL DITCH

13.93' 14.07'

REMOVE EX. P.C.C. PAVEMENT

APPROX. 9" DEPTH

EX. GRAVEL DITCH

DO NOT REMOVE EX. P.C.C. PAVEMENT SECTION

TYP. EXISTING CROSS SECTION

BECK AVENUE

STA 30+19.39 TO STA 30+77.41

TYP. EXISTING CROSS SECTION

BECK AVENUE

STA 30+77.41 TO STA 32+74.15

TYP. EXISTING CROSS SECTION

BECK AVENUE

STA 32+74.15 TO STA 35+05.01

℄ ROAD

REMOVE EX. P.C.C. CURB SECTION

REMOVE EX. P.C.C. PAVEMENT SECTION

PARKING LOT 2G

2'5.21'

REMOVE EX. P.C.C. PAVEMENT

APPROX. 8" DEPTH

EX. GRAVEL/LOOSE HMA

DITCH AREA

℄ ROAD

15.95'

WIDTH VARIES 2' TO 15.5' 11.3' 11.6'

℄ ROAD

REMOVE EX. P.C.C. PAVEMENT

APPROX. 8" DEPTH

REMOVE EX. HMA PAVEMENT

APPROX. 8" DEPTH

SCALE: 1" = 5'

SCALE: 1" = 5'

SCALE: 1" = 5'

SCALE: 1" = 5'

13.99'

EX. GROUND

EX. GROUND

EX. GROUND

EX. GROUND

EX. GROUND

EX. GROUND

NOTE:

1.) THE EX. TYPICAL STATIONING IS

DIFFERENT FROM THE PROPOSED

TYPICAL STATIONING DUE TO

REALIGNMENT. EX. TYPICAL STATIONING

SHALL APPLY TO SHEETS D.01-D.07.

2.) DISTANCES AND DEPTHS SHOWN ARE

FOR REFERENCE PURPOSES AND MAY

VARY IN THE FIELD.

3.) REFER TO SHEETS D.01-D.07 TO SEE THE

BOUNDARY LIMITS OF PAVEMENT

REMOVAL.

WEST BOUND LANE EAST BOUND LANE

WEST BOUND LANE EAST BOUND LANE

EAST BOUND LANE

EAST BOUND LANE

WEST BOUND LANE

WEST BOUND LANE

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TYP. EXISTING CROSS SECTION

BECK AVENUE

STA 35+05.01 TO STA 35+40.45

REMOVE EX. P.C.C. PAVEMENT

APPROX. 9" DEPTH

TYP. EXISTING CROSS SECTION

BECK AVENUE

STA 35+40.45 TO STA 36+45.79

TYP. EXISTING CROSS SECTION

BECK AVENUE

STA 36+45.79 TO STA 38+20.35

TYP. EXISTING CROSS SECTION

BECK AVENUE

STA 38+20.35 TO STA 39+60.22

℄ ROAD

REMOVE EX. HMA PAVEMENT

APPROX. 8" DEPTH

℄ ROAD

℄ ROAD

REMOVE EX. P.C.C. PAVEMENT

APPROX. 8" DEPTH

SCALE: 1" = 5'

SCALE: 1" = 5'

SCALE: 1" = 5'

SCALE: 1" = 5'

REMOVE EX. HMA PAVEMENT

APPROX. 8" DEPTH

EX. GROUND

EX. GROUND

15.22' 11.26' WIDTH VARIES 31.0' TO 11.6'

EX. GROUND

EX. EAST BOUND LANE

(HMA)

REMOVE EX. HMA PAVEMENT

APPROX. 8" DEPTH

REMOVE EX. HMA PAVEMENT

APPROX. 8" DEPTH

REMOVE EX. P.C.C. CURB SECTION

BUILDING 299

BUILDING 299

EX. GROUND

(GREEN SPACE)

EX. GROUND

(GREEN SPACE)

EX. GROUND

9.79' 12.76' 4.68' 6.8'

10.29'

2.01' 12.28'

NOTE:

1.) THE EX. TYPICAL STATIONING IS

DIFFERENT FROM THE PROPOSED

TYPICAL STATIONING DUE TO

REALIGNMENT. EX. TYPICAL STATIONING

SHALL APPLY TO SHEETS D.01-D.07.

2.) DISTANCES AND DEPTHS SHOWN ARE

FOR REFERENCE PURPOSES AND MAY

VARY IN THE FIELD.

3.) REFER TO SHEETS D.01-D.07 TO SEE THE

BOUNDARY LIMITS OF PAVEMENT

REMOVAL.

EX. EAST BOUND LANE

(HMA)

WEST BOUND LANE

WEST BOUND LANE

WEST BOUND LANE

WEST BOUND LANE

EAST BOUND LANE

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STA 39+60.22 TO STA 41+38.48

REMOVE EX. HMA PAVEMENT

APPROX. 8" DEPTH

TYP. EXISTING CROSS SECTION

BECK AVENUE

STA 42+77.33 TO STA 46+36.97

TYP. EXISTING CROSS SECTION

GILLESPIE STREET

STA 0+30.00 TO STA 1+37.35

℄ ROAD

NOTE:

1.) THE EX. TYPICAL STATIONING IS

DIFFERENT FROM THE PROPOSED

TYPICAL STATIONING DUE TO

REALIGNMENT. EX. TYPICAL STATIONING

SHALL APPLY TO SHEETS D.01-D.07.

2.) DISTANCES AND DEPTHS SHOWN ARE

FOR REFERENCE PURPOSES AND MAY

VARY IN THE FIELD.

3.) REFER TO SHEETS D.01-D.07 TO SEE THE

BOUNDARY LIMITS OF PAVEMENT

REMOVAL.

REMOVE EX. HMA PAVEMENT

APPROX. 8" DEPTH

℄ ROAD

SCALE: 1" = 5'

SCALE: 1" = 5'

SCALE: 1" = 5'

EX. GROUND

(HMA PVMT)

EX. GROUND

(LOOSE GRANULAR SURFACE

TO BE REMOVED ALSO)

EX. GROUND

EX. GROUND

HMA

EX. GROUND

(HMA)

EX. GROUND

REMOVE EX. HMA PAVEMENT

APPROX. 6"-8" DEPTH

REMOVE EX. P.C.C. SIDEWALK

APPROX. 6" DEPTH

REMOVE EX. HMA PAVEMENT

APPROX. 6"-8" DEPTHREMOVE EX. HMA PAVEMENT

APPROX. 6"-8" DEPTH

11.24' 14.24' 24.46' 8.55' 5.87' 3.85'

13.05' 12.19'

TYP. EXISTING CROSS SECTION

BECK AVENUE

STA 41+38.48 TO STA 42+77.33

℄ ROAD

REMOVE EX. HMA PAVEMENT

APPROX. 8" DEPTH

RMV EX. P.C.C. CURB & GUTT

EX. GROUND

(HMA/P.C.C PVMT)

B.04

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APPROX. 8" DEPTH

TYP. EXISTING CROSS SECTION

FLAGLER STREET

STA 0+00.00 TO STA 0+54.88

TYP. EXISTING CROSS SECTION

FLAGLER STREET

STA 0+54.88 TO STA 1+37.35

TYP. EXISTING CROSS SECTION

FLAGLER STREET

STA 1+37.35 TO STA 2+89.00

℄ ROAD

NOTE:

1.) THE EX. TYPICAL STATIONING IS

DIFFERENT FROM THE PROPOSED

TYPICAL STATIONING DUE TO

REALIGNMENT. EX. TYPICAL STATIONING

SHALL APPLY TO SHEETS D.01-D.07.

2.) DISTANCES AND DEPTHS SHOWN ARE

FOR REFERENCE PURPOSES AND MAY

VARY IN THE FIELD.

3.) REFER TO SHEETS D.01-D.07 TO SEE THE

BOUNDARY LIMITS OF PAVEMENT

REMOVAL.

SCALE: 1" = 5'

SCALE: 1" = 5'

SCALE: 1" = 5'

EX. GROUND

(GREEN SPACE)EX. GROUND

11.79' 13.43'

TYP. EXISTING CROSS SECTION

GILLESPIE STREET

STA 1+37.35 TO STA 3+47.74

℄ ROAD

REMOVE EX. HMA PAVEMENT

APPROX. 8" DEPTH

SCALE: 1" = 5'

EX. GROUND

(GREEN SPACE)

REMOVE EX. P.C.C. CURB & GUTT

EX. GROUND

(LOOSE GRANULAR MATERIAL

TO BE REMOVED)

REMOVE EX. 6" P.C.C. SIDEWALK

13.99' 16.92' 1.18'

4.37' 5.2'

2'

REMOVE EX. P.C.C. CURB & GUTT

℄ ROAD

℄ ROAD

11.56' 12.02'

5' 27.76' 9.84' 20.89'

REMOVE EX. HMA PAVEMENT

APPROX. 8" DEPTH

REMOVE EX. HMA PAVEMENT

APPROX. 8" DEPTH

REMOVE EX. 6" P.C.C. SIDEWALK

EX. GROUND

EX. GROUND EX. GROUND

EX. GROUND

2.00% -2.00%

-2.00%

B.05

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12' 12.5'

TYP. PROPOSED CROSS SECTION

BECK AVENUE

STA 129+80.00 TO STA 130+24.50

WB TRAVEL LANE EB TRAVEL LANE

HMA PAVEMENT, 6"

6" MODIFIED SUBBASE

ROAD

SCALE: 1" = 5'

PLACE 4" OF TOP SOIL

SEED AND FERTILIZE

24.5'

EX. CURB & GUTT

TO REMAIN UNDISTURBED

EX. P.C.C. PAD

TO REMAIN UNDISTURBED

NOTE

1.) SEE PLAN & PROFILE "SHEETS D.08 - D.18" FOR SPECIFIC

BOUNDARY LOCATIONS AND SPECIFIC DETAILS.

2.) THE HMA PAVEMENT SHALL BE PLACED IN 3-2" LIFTS. THE

BASE INTERMEDIATE AND SURFACE COURSE SHALL BE A

MIX.THE BINDER SHALL BE A PG 58-28S NO FRICTION.

TESTING AND SAMPLING WILL BE WAIVED FOR THIS

PROJECT.

3.) ALL GREEN SPACE AREAS TO RECEIVE 4" OF TOPSOIL AND

HYDRAULIC SEED AND FERTILIZER.

SCALE: 1" = 5'

TYP. PROPOSED CROSS SECTION

BECK AVENUE

STA 130+75.00 TO STA 132+00.00

PARKING LOT 2G

ROAD

PROFILE GRADE

'KT-2' JOINT

PARKING LOT 2G ENTRANCE

-2.00%

LANE TRANSITION 12.5' TO 14.5' 2.5' 2'

FORESLOEP TRANSITION 7.88' TO 13.45'

4'

P.C.C. PAVEMENT, 9"

12" MODIFIED SUBBASE

EB TRAVEL LANE

WB TRAVEL LANE

PLACE 4" OF TOP SOIL

SEED AND FERTILIZE

NOTE:

SEE CROSS SECTIONS AND PLAN & PROFILE SHEETS

FOR SPECIFIC DETAILS

MAINLINE JOINTING:

TRANSVERSE JOINTS: CD AT 15' SPACING

CURB JOINTING:

LONGITUDINAL JOINT NOT REQUIRED WHEN DISTANCE

FROM BACK OF CURB TO NEAREST JOINT IS LESS THAN

15'

-SINGLE POUR: L-2

-STAGED: BT-2

-TRANSVERSE: CD AT 15' SPACING

SEE SUDAS FIGURE 7010.101 (JOINTS) FOR DETAILED

INFORMATION.

ALL GREEN SPACE AREAS TO RECEIVE 4" OF TOPSOIL

AND HYDRAULIC SEED AND FERTILIZER.

PLACE 6" GRAVEL SHOULDER HORIZ.

SLOPE VARIES

TARGET 5.5:1

SCALE: 1" = 5'

TYP. PROPOSED CROSS SECTION

BECK AVENUE

STA 130+24.50 TO STA 130+75.00

ROAD

WIDTH VARIES

4.8' TO 6.3' 2.5'

TRANSITION

13.51' TO 12.00'

STA 130+24.50-STA 130+64.47 12' 2.5' 2' WIDTH VARIES 4'

HMA PAVEMENT, 6"

12" MODIFIED SUBBASE

EB TRAVEL LANE

WB TRAVEL LANE

PLACE 4" OF TOP SOIL

SEED AND FERTILIZE

PARKING LOT 2G

PLACE 6" P.C.C. PAD

6" MODIFIED SUBBASE

HORIZ.

SLOPE VARIES

FROM 2.5:1 TO 3:1

SLOPE VARIES

TARGET 5.5:1

6" STAND. CURB & GUTT

0.5'

6" STAND. CURB & GUTT

12" MODIFIED SUBBASE

12" MODIFIED SUBBASE

6" MODIFIED SUBBASE

-2.00 % -2.00 %

MATCH IN TO EX.

NOTE

1.) SEE PLAN & PROFILE "SHEETS D.08 - D.18" FOR SPECIFIC

BOUNDARY LOCATIONS AND SPECIFIC DETAILS.

2.) THE HMA PAVEMENT SHALL BE PLACED IN 3-2" LIFTS. THE

BASE INTERMEDIATE AND SURFACE COURSE SHALL BE A

MIX.THE BINDER SHALL BE A PG 58-28S NO FRICTION.

TESTING AND SAMPLING WILL BE WAIVED FOR THIS

PROJECT.

3.) ALL GREEN SPACE AREAS TO RECEIVE 4" OF TOPSOIL AND

HYDRAULIC SEED AND FERTILIZER.

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-2.00%-2.00%

2.00%

-2.00%-2.00% 1.50%

B.06

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TYP. PROPOSED CROSS SECTION

BECK AVENUE

STA 132+00.00 TO STA 134+75.00

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SCALE: 1" = 7.5'

SCALE: 1" = 7.5'

SCALE: 1" = 5'

TYP. PROPOSED CROSS SECTION

BECK AVENUE

STA 134+75.00 TO STA 142+71.41

TYP. PROPOSED CROSS SECTION

BECK AVENUE

STA 142+71.41 TO STA 145+26.66

NOTE:

SEE CROSS SECTIONS AND PLAN & PROFILE

SHEETS FOR SPECIFIC DETAILS

MAINLINE JOINTING:

TRANSVERSE JOINTS: CD AT 15' SPACING

CURB JOINTING:

LONGITUDINAL JOINT NOT REQUIRED WHEN

DISTANCE FROM BACK OF CURB TO NEAREST

JOINT IS LESS THAN 15'

-SINGLE POUR: L-2

-STAGED: BT-2

-TRANSVERSE: CD AT 15' SPACING

SEE SUDAS FIGURE 7010.101 (JOINTS) FOR

DETAILED INFORMATION.

ROAD

PROFILE GRADE

'KT-2' JOINT

P.C.C. PAVEMENT, 9"

12" MODIFIED SUBBASE

EB TRAVEL LANE

WB TRAVEL LANE

NOTE:

SEE CROSS SECTIONS AND PLAN & PROFILE

SHEETS FOR SPECIFIC DETAILS

MAINLINE JOINTING:

TRANSVERSE JOINTS: CD AT 15' SPACING

CURB JOINTING:

LONGITUDINAL JOINT NOT REQUIRED WHEN

DISTANCE FROM BACK OF CURB TO NEAREST

JOINT IS LESS THAN 15'

-SINGLE POUR: L-2

-STAGED: BT-2

-TRANSVERSE: CD AT 15' SPACING

SEE SUDAS FIGURE 7010.101 (JOINTS) FOR

DETAILED INFORMATION.

ALL GREEN SPACE AREAS TO RECEIVE 4" OF

TOPSOIL AND HYDRAULIC SEED AND

FERTILIZER.

8'

DIST. VARIES

6' 2.5' 12' 12' 2.5' 2' 4'

HORIZ.

PROFILE GRADE

'KT-2' JOINT P.C.C. PAVEMENT, 9"

12" MODIFIED SUBBASE

EB TRAVEL LANE

WB TRAVEL LANE

3:1 TARGET SLOPE

4:1 TARGET SLOPE

HORIZ.

APPROX. DIST 14.4'

-2.00%-2.00%

SEE FLAGLER E-W PROP. TYP.

FOR MORE DETAILS

6" STAND. CURB & GUTT

6" CORRUGATED PVC SUBDRAIN CRUSHED STONE

OR PEA GRAVEL

NOTE:

SEE CROSS SECTIONS AND PLAN & PROFILE

SHEETS FOR SPECIFIC DETAILS

MAINLINE JOINTING:

TRANSVERSE JOINTS: CD AT 15' SPACING

CURB JOINTING:

LONGITUDINAL JOINT NOT REQUIRED WHEN

DISTANCE FROM BACK OF CURB TO NEAREST

JOINT IS LESS THAN 15'

-SINGLE POUR: L-2

-STAGED: BT-2

-TRANSVERSE: CD AT 15' SPACING

SEE SUDAS FIGURE 7010.101 (JOINTS) FOR

DETAILED INFORMATION.

ALL GREEN SPACE AREAS TO RECEIVE 4" OF

TOPSOIL AND HYDRAULIC SEED AND

FERTILIZER.

PLACE 4" OF TOP SOIL

SEED AND FERTILIZE

PLACE 4" OF TOP SOIL

SEED AND FERTILIZE

2'

0.5'

ROAD

HORIZ.

PROFILE GRADE

'KT-2' JOINT P.C.C. PAVEMENT, 9"

EB TRAVEL LANE

WB TRAVEL LANE

4:1 TARGET SLOPE

6" STAND. CURB & GUTT

6" CORRUGATED PVC SUBDRAIN CRUSHED STONE

OR PEA GRAVEL

PLACE 4" OF TOP SOIL

SEED AND FERTILIZE

PLACE 4" OF TOP SOIL

SEED AND FERTILIZE

6' 2.5' 12' 12' 2.5' 2' DIST VARIES 13.0' TO 18.5' 4'

56.8'

15.58'

NOTE

THE HMA PAVEMENT SHALL BE PLACED IN 2-2" LIFTS. THE

BASE AND SURFACE COURSE SHALL BE A

" MIX.THE BINDER

SHALL BE A PG 58-28S NO FRICTION. TESTING AND

SAMPLING WILL BE WAIVED FOR THIS PROJECT.

ALL GREEN SPACE AREAS TO RECEIVE 4" OF TOPSOIL AND

HYDRAULIC SEED AND FERTILIZER.

HMA PAVEMENT, 4"

MODIFIED SUBBASE, 6"

SEE FLAGLER E-W PROP. TYP.

FOR MORE DETAILS

-2.00%-2.00% 8'

2'

0.5'

12.47'

12.47'

DIST VARIES 9.3' TO 14.8'

-2.00%

2.5' 12' 12' 2.5' WIDTH VARIES

6" CORRUGATED PVC SUBDRAIN CRUSHED STONE

OR PEA GRAVEL

PLACE 4" OF TOP SOIL

SEED AND FERTILIZE

0.5'

2'

12.47'

4" HMA

6" MODIFIED SUBBASE

NOTE

THE HMA PAVEMENT SHALL BE PLACED IN 2-2" LIFTS. THE

BASE AND SURFACE COURSE SHALL BE A

" MIX.THE BINDER

SHALL BE A PG 58-28S NO FRICTION. TESTING AND

SAMPLING WILL BE WAIVED FOR THIS PROJECT.

6" STAND. CURB & GUTT

2.5:1 TARGET SLOPE

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B.07

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BECK AVENUE

STA 145+26.66 TO STA 146+26.46

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SCALE: 1" = 5'

SCALE: 1" = 7.5'

SCALE: 1" = 7.5'

TYP. PROPOSED CROSS SECTION

FLAGLER STREET (EAST-WEST)

STA 0+00.00 TO STA 1+80.92

NOTE:

SEE CROSS SECTIONS AND PLAN & PROFILE

SHEETS FOR SPECIFIC DETAILS

MAINLINE JOINTING:

TRANSVERSE JOINTS: CD AT 15' SPACING

CURB JOINTING:

LONGITUDINAL JOINT NOT REQUIRED WHEN

DISTANCE FROM BACK OF CURB TO NEAREST

JOINT IS LESS THAN 15'

-SINGLE POUR: L-2

-STAGED: BT-2

-TRANSVERSE: CD AT 15' SPACING

SEE SUDAS FIGURE 7010.101 (JOINTS) FOR

DETAILED INFORMATION.

ALL GREEN SPACE AREAS TO RECEIVE 4" OF

TOPSOIL AND HYDRAULIC SEED AND

FERTILIZER.

NOTE:

SEE CROSS SECTIONS AND PLAN & PROFILE

SHEETS FOR SPECIFIC DETAILS

MAINLINE JOINTING:

TRANSVERSE JOINTS: CD AT 15' SPACING

CURB JOINTING:

LONGITUDINAL JOINT NOT REQUIRED WHEN

DISTANCE FROM BACK OF CURB TO NEAREST

JOINT IS LESS THAN 15'

-SINGLE POUR: L-2

-STAGED: BT-2

-TRANSVERSE: CD AT 15' SPACING

SEE SUDAS FIGURE 7010.101 (JOINTS) FOR

DETAILED INFORMATION.

ALL GREEN SPACE AREAS TO RECEIVE 4" OF

TOPSOIL AND HYDRAULIC SEED AND

FERTILIZER.

NOTE

1.) SEE PLAN & PROFILE "SHEETS D.08 - D.18" FOR

SPECIFIC BOUNDARY LOCATIONS AND SPECIFIC

DETAILS.

2.) THE HMA PAVEMENT SHALL BE PLACED IN 3-2"

LIFTS. THE BASE INTERMEDIATE AND SURFACE

COURSE SHALL BE A

" MIX.THE BINDER SHALL

BE A PG 58-28S NO FRICTION. TESTING AND

SAMPLING WILL BE WAIVED FOR THIS PROJECT.

3.) ALL GREEN SPACE AREAS TO RECEIVE 4" OF

TOPSOIL AND HYDRAULIC SEED AND FERTILIZER.

LANE TRANSITION 14.5' TO 6.91' LANE TRANSITION 14.5' TO 14.2'

HMA PAVEMENT, 6"

6" MODIFIED SUBBASE

GRADE TRANSITION

W/ GRAVEL SHOULDER MATERIAL

EB TRAVEL LANEWB TRAVEL LANE

12" MODIFIED SUBBASE

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HORIZ.

PROFILE GRADE

'KT-2' JOINT P.C.C. PAVEMENT, 9"

EB TRAVEL LANE

WB TRAVEL LANE

4:1 TARGET SLOPE

6" STAND. CURB & GUTT

6" CORRUGATED PVC SUBDRAIN CRUSHED STONE

OR PEA GRAVEL

PLACE 4" OF TOP SOIL

SEED AND FERTILIZE

10' 2.5' 12' 12' 2.5'

SEE BECK AVENUE PROP TYP.

FOR MORE DETAILS

-1.50%

12.47'

ALL EXISTING DISTURBED GREENSPACE

AREAS SHALL RECEIVE 4" OF TOPSOIL

ALONG WITH SEED AND FERTILIZER

ALL EXISTING HMA DRIVEWAYS

SHALL RECEIVE 4" OF HMA WITH

6" MODIFIED SUBBASE

PLACE 6" COMPACTED

GRAVEL MATERIAL

DIST. VARIES

8.00'4:1 TARGET SLOPE

DIST VARIES FROM 12' TO 6'

-2.00%

TYP. PROPOSED CROSS SECTION

FLAGLER STREET (EAST-WEST)

STA 1+80.92 TO STA 3+52.73

12" MODIFIED SUBBASE

ROAD

HORIZ.

PROFILE GRADE

'KT-2' JOINT P.C.C. PAVEMENT, 9"

EB TRAVEL LANE

WB TRAVEL LANE

4:1 TARGET SLOPE

6" STAND. CURB & GUTT

6" CORRUGATED PVC SUBDRAIN

CRUSHED STONE

OR PEA GRAVEL

PLACE 4" OF TOP SOIL

SEED AND FERTILIZE

10' 2.5' 12' 12' 2.5'

SEE BECK AVENUE PROP TYP.

FOR MORE DETAILS

-1.50%

12.47'

PLACE 6" COMPACTED

GRAVEL MATERIAL

DIST. VARIES

8.00'4:1 TARGET SLOPE

DIST VARIES FROM 6' TO 0'

-2.00%

0.5' 2'

0.5'

2'

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B.08

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SCALE: 1" = 7.5'

SCALE: 1" = 5'

SCALE: 1" = 5'

TYP. PROPOSED CROSS SECTION

FLAGLER STREET (EAST-WEST)

STA 6+94.31 TO STA 7+52.73

NOTE:

SEE CROSS SECTIONS AND PLAN & PROFILE

SHEETS FOR SPECIFIC DETAILS

MAINLINE JOINTING:

TRANSVERSE JOINTS: CD AT 15' SPACING

CURB JOINTING:

LONGITUDINAL JOINT NOT REQUIRED WHEN

DISTANCE FROM BACK OF CURB TO NEAREST

JOINT IS LESS THAN 15'

-SINGLE POUR: L-2

-STAGED: BT-2

-TRANSVERSE: CD AT 15' SPACING

SEE SUDAS FIGURE 7010.101 (JOINTS) FOR

DETAILED INFORMATION.

ALL GREEN SPACE AREAS TO RECEIVE 4" OF

TOPSOIL AND HYDRAULIC SEED AND

FERTILIZER.

NOTE:

SEE CROSS SECTIONS AND PLAN & PROFILE

SHEETS FOR SPECIFIC DETAILS

MAINLINE JOINTING:

TRANSVERSE JOINTS: CD AT 15' SPACING

CURB JOINTING:

LONGITUDINAL JOINT NOT REQUIRED WHEN

DISTANCE FROM BACK OF CURB TO NEAREST

JOINT IS LESS THAN 15'

-SINGLE POUR: L-2

-STAGED: BT-2

-TRANSVERSE: CD AT 15' SPACING

SEE SUDAS FIGURE 7010.101 (JOINTS) FOR

DETAILED INFORMATION.

ALL GREEN SPACE AREAS TO RECEIVE 4" OF

TOPSOIL AND HYDRAULIC SEED AND

FERTILIZER.

TYP. PROPOSED CROSS SECTION

FLAGLER STREET (EAST-WEST)

STA 7+52.73 TO STA 7+99.69

TYP. PROPOSED CROSS SECTION

FLAGLER STREET (EAST-WEST)

STA 3+52.73 TO STA 6+94.31

12" MODIFIED SUBBASE

ROAD

HORIZ.

PROFILE GRADE

'KT-2' JOINT P.C.C. PAVEMENT, 9"

EB TRAVEL LANE

WB TRAVEL LANE

4:1 TARGET SLOPE

6" STAND. CURB & GUTT

6" CORRUGATED PVC SUBDRAIN CRUSHED STONE

OR PEA GRAVEL

PLACE 4" OF TOP SOIL

SEED AND FERTILIZE

10' 2.5' 12' 12' 2.5'

SEE BECK AVENUE PROP TYP.

FOR MORE DETAILS

-1.50%

12.47'

PLACE 6" GRAVEL SHOULDER MATERIAL

DIST. VARIES 8.00'

4:1 TARGET SLOPE

DIST VARIES FROM 14.5' TO 7.8'

NOTE:

SEE CROSS SECTIONS AND PLAN & PROFILE

SHEETS FOR SPECIFIC DETAILS

MAINLINE JOINTING:

TRANSVERSE JOINTS: CD AT 15' SPACING

CURB JOINTING:

LONGITUDINAL JOINT NOT REQUIRED WHEN

DISTANCE FROM BACK OF CURB TO NEAREST

JOINT IS LESS THAN 15'

-SINGLE POUR: L-2

-STAGED: BT-2

-TRANSVERSE: CD AT 15' SPACING

SEE SUDAS FIGURE 7010.101 (JOINTS) FOR

DETAILED INFORMATION.

ALL GREEN SPACE AREAS TO RECEIVE 4" OF

TOPSOIL AND HYDRAULIC SEED AND

FERTILIZER.

VARIFY DIST IN THE FIELD 12' 2.5' 7.2'

8'

BUILDING 250

6" CORRUGATED PVC SUBDRAIN

CRUSHED STONE

OR PEA GRAVEL2'

0.5'

2'

0.5'

ROAD

PLACE 4" OF TOP SOIL

SEED AND FERTILIZE

VARIFY DIST IN THE FIELD LANE TRANSITION FROM 12' TO 7.43' 2.5' TRANSITION 7.2' TO 10'

8'

BUILDING 250

6" CORRUGATED PVC SUBDRAIN

CRUSHED STONE

OR PEA GRAVEL2'

0.5'

ROAD

PLACE 4" OF TOP SOIL

SEED AND FERTILIZE

12" MODIFIED SUBBASE

PROFILE GRADE

'KT-2' JOINT P.C.C. PAVEMENT, 9"

EB TRAVEL LANE

WB TRAVEL LANE

12" MODIFIED SUBBASE

PROFILE GRADE

'KT-2' JOINT P.C.C. PAVEMENT, 9"

EB TRAVEL LANEWB TRAVEL LANE

6" STAND. CURB & GUTT

6" STAND. CURB & GUTT

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B.09

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SCALE: 1" = 5'

SCALE: 1" = 5'

SCALE: 1" = 7.5'

TYP. PROPOSED CROSS SECTION

FLAGLER STREET (NORTH-SOUTH)

STA 1+84.75 TO STA 3+17.12

NOTE:

SEE CROSS SECTIONS AND PLAN & PROFILE

SHEETS FOR SPECIFIC DETAILS

MAINLINE JOINTING:

TRANSVERSE JOINTS: CD AT 15' SPACING

CURB JOINTING:

LONGITUDINAL JOINT NOT REQUIRED WHEN

DISTANCE FROM BACK OF CURB TO NEAREST

JOINT IS LESS THAN 15'

-SINGLE POUR: L-2

-STAGED: BT-2

-TRANSVERSE: CD AT 15' SPACING

SEE SUDAS FIGURE 7010.101 (JOINTS) FOR

DETAILED INFORMATION.

ALL GREEN SPACE AREAS TO RECEIVE 4" OF

TOPSOIL AND HYDRAULIC SEED AND

FERTILIZER.

NOTE:

SEE CROSS SECTIONS AND PLAN & PROFILE

SHEETS FOR SPECIFIC DETAILS

MAINLINE JOINTING:

TRANSVERSE JOINTS: CD AT 15' SPACING

CURB JOINTING:

LONGITUDINAL JOINT NOT REQUIRED WHEN

DISTANCE FROM BACK OF CURB TO NEAREST

JOINT IS LESS THAN 15'

-SINGLE POUR: L-2

-STAGED: BT-2

-TRANSVERSE: CD AT 15' SPACING

SEE SUDAS FIGURE 7010.101 (JOINTS) FOR

DETAILED INFORMATION.

TYP. PROPOSED CROSS SECTION

GILLESPIE STREET

STA 0+30.00 TO STA 1+79.10

TYP. PROPOSED CROSS SECTION

FLAGLER STREET (EAST-WEST)

STA 7+99.69 TO STA 8+19.69

ROAD

DIST VARIES SEE 'D SHEETS' DIST VARIES SEE 'D SHEETS' 2.5' DIST VARIES 6'

BU

ILD

IN

G

6" CORRUGATED PVC SUBDRAIN CRUSHED STONE

OR PEA GRAVEL

2'

0.5'

ROAD

10.5' WIDTH TRANSITION 10' TO 9'

WB TRAVEL LANE EB TRAVEL LANE

HMA PAVEMENT, 6"

6" MODIFIED SUBBASE

ROAD

PLACE 4" OF TOP SOIL

SEED AND FERTILIZE

EX. P.C.C. PAD

TO REMAIN UNDISTURBED

NOTE

1.) SEE PLAN & PROFILE "SHEETS D.08 - D.18" FOR

SPECIFIC BOUNDARY LOCATIONS AND SPECIFIC

DETAILS.

2.) THE HMA PAVEMENT SHALL BE PLACED IN 3-2"

LIFTS. THE BASE INTERMEDIATE AND SURFACE

COURSE SHALL BE A

" MIX.THE BINDER SHALL

BE A PG 58-28S NO FRICTION. TESTING AND

SAMPLING WILL BE WAIVED FOR THIS PROJECT.

3.) ALL GREEN SPACE AREAS TO RECEIVE 4" OF

TOPSOIL AND HYDRAULIC SEED AND FERTILIZER.

BUILDING 250

8'

7.2'

TRANSITION FROM 9' TO 5'

TRANSITION DISTANCE FROM 0' TO 23.6' 2.5' LANE WIDTH VARIES LANE WIDTH VARIES

4" TOPSOIL

SEED AND FERTILIZE

PLACE 6" P.C.C. SIDEWALK

w/ 6" X 6" WELDED WIRE

FABRIC, ON 6" MODIFIED

SUBBASE

MATCH INTO EX. P.C.C. PAVEMENT

EX. P.C.C. PAVEMENT

12" MODIFIED SUBBASE

PROFILE GRADE

'KT-2' JOINT P.C.C. PAVEMENT, 9"

NB TRAVEL LANE

SB TRAVEL LANE

PLACE 6" COMPACTED

GRAVEL SHOULDER MATERIAL

BUILDING 250

PLACE 6" P.C.C. SIDEWALK

w/ 6" X 6" WELDED WIRE

FABRIC, ON 6" MODIFIED

SUBBASE

12" MODIFIED SUBBASE

PROFILE GRADE

'KT-2' JOINT

P.C.C. PAVEMENT, 9"

NOTE

1.) SEE PLAN & PROFILE "SHEETS D.08 - D.18" FOR

SPECIFIC BOUNDARY LOCATIONS AND SPECIFIC

DETAILS.

2.) THE HMA PAVEMENT SHALL BE PLACED IN 2-2"

LIFTS. THE BASE AND SURFACE COURSE SHALL

BE A

" MIX.THE BINDER SHALL BE A PG 58-28S

NO FRICTION. TESTING AND SAMPLING WILL BE

WAIVED FOR THIS PROJECT.

EX. HMA PAVEMENT EX. HMA PAVEMENT

CURB TRANSITION FROM 0" TO 6"

STARTING AT STA 0+30.00 TO STA 0+50.00

PLACE 4" HMA ON 6" MODIFIED SUBBASE

PLACE 4" HMA ON 6"MODIFIED SUBBASE

DIST VARIES SEE 'D SHEETS'

SB TRAVEL LANE

NB TRAVEL LANE

-2.00% -2.00% -1.00%

0.5'

2'

6" CORRUGATED PVC SUBDRAIN

CRUSHED STONE

OR PEA GRAVEL

6" STAND. CURB & GUTT

6" STAND. CURB & GUTT

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SCALE: 1" = 5'

NOTE

1.) SEE PLAN & PROFILE "SHEETS D.08 - D.18" FOR

SPECIFIC BOUNDARY LOCATIONS AND SPECIFIC

DETAILS.

2.) THE HMA PAVEMENT SHALL BE PLACED IN 3-2"

LIFTS. THE BASE INTERMEDIATE AND SURFACE

COURSE SHALL BE A

" MIX.THE BINDER SHALL

BE A PG 58-28S NO FRICTION. TESTING AND

SAMPLING WILL BE WAIVED FOR THIS PROJECT.

3.) ALL GREEN SPACE AREAS TO RECEIVE 4" OF

TOPSOIL AND HYDRAULIC SEED AND FERTILIZER.

TYP. PROPOSED CROSS SECTION

GILLESPIE STREET

STA 1+79.10 TO STA 3+47.75

6" STAND. CURB & GUTT

ROAD

12" MODIFIED SUBBASE

PROFILE GRADE

'KT-2' JOINT P.C.C. PAVEMENT, 9"

PLACE 6" P.C.C. SIDEWALK

w/ 6" X 6" WELDED WIRE

FABRIC, ON 6" MODIFIED

SUBBASE

6" CORRUGATED PVC SUBDRAIN

CRUSHED STONE

OR PEA GRAVEL

2.5' DIST VARIES DIST VARIES 2.5' APPROX. 7' 6'

GRAVEL MATERIAL MAYBE REQUIRED

TO BLEND INTO THE EXISTING GROUND 0.5'

2'

PLACE 4" OF TOPSOIL

AND HYD. SEED & FERT.

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1.) THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE 2020 EDITION OF THE STATEWIDE

URBAN DESIGN AND SPECIFICATIONS PROGRAM (SUDAS) UNLESS OTHERWISE NOTED.

2.) IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL EXISTING UTILITIES AND

PAVED STREETS, INCLUDING ANY NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR SHALL

VERIFY ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER AND

DEPARTMENT OF PUBLIC WORKS IF ANY CONFLICTS WITH THE DRAWINGS OCCUR. ANY DAMAGE TO

EXISTING UTILITIES CAUSED BY TRENCHING AND GRADING OPERATIONS SHALL BE REPAIRED AT THE

CONTRACTOR'S EXPENSE. EXISTING UTILITY LOCATIONS SHOWN ON THE DRAWINGS ARE

APPROXIMATE. IT IS POSSIBLE THAT THERE ARE OTHER UTILITIES WHOSE EXISTENCE IS PRESENTLY

NOT KNOWN OR SHOWN. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TYPE

AND LOCATION OF UNDERGROUND UTILITIES AND TO AVOID DAMAGE THERETO. MINOR CONFLICT

WITH UNDERGROUND UTILITIES THAT ARE ABANDONED BUT NOT REMOVED BY THE OWNER OF THE

UTILITY SHALL BE REMOVED AS NECESSARY FOR THE CONSTRUCTION OF THE PROJECT BY THE

CONTRACTOR. REMOVAL SHALL BE INCIDENTAL TO THE JOB AND SHALL NOT ENTITLE THE

CONTRACTOR TO ANY EXTRA COMPENSATION.

3.) THE DEPARTMENT OF PUBLIC WORKS SHALL HAVE ACCESS TO THE PROJECT FOR CONSTRUCTION

AND TO MAKE EXTENSIONS OR ADJUSTMENTS OF SERVICES.

4.) ALL UNSUITABLE MATERIAL, CONSTRUCTION DEBRIS RESULTING FROM CONSTRUCTION OPERATIONS

SHALL BE PROPERLY DISPOSED OF OFF-SITE IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL

GUIDELINES.

5.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE WASTE AREAS OR DISPOSAL SITES

FOR EXCESS OR UNDESIRABLE MATERIAL. WHICH IS NOT TO BE INCORPORATED IN THE WORK

INVOLVED IN THIS PROJECT. NO PAYMENT FOR OVERHAUL WILL BE ALLOWED FOR MATERIAL HAULED

TO THESE SITES.

6.) THE CONTRACTOR SHALL PREVENT SILT AND DEBRIS FROM ENTERING STORM SEWERS AND

CULVERTS AND SHALL REMOVED ANY SUCH MATERIAL THAT ENTERS THEM.

7.) CARE SHALL BE TAKEN TO PREVENT STORM WATER FROM UNDERMINING THE PAVEMENT DURING

CONSTRUCTION. IF AREAS BECOME UNDERMINED, THEY SHALL BE REPAIRED IN A MANNER

ACCEPTABLE TO THE ENGINEER/C.O.R. REPRESENTATIVE. PRESSURE GROUTING MAY BE REQUIRED.

8.) THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING ADJACENT STREETS FREE FROM

EXCESSIVE BUILD-UP OF SOIL AND/OR GRANULAR MATERIAL FROM THE PROJECT. THE CONTRACTOR

SHALL CLEAN EXCESS SOIL AND OTHER MATERIAL FROM THE ADJACENT STREETS AS REQUIRED BY

THE ENGINEER/C.O.R. REPRESENTATIVE. ANY DAMAGE DONE TO EXISTING STREETS SHALL BE

REPAIRED AT THE CONTRACTOR'S EXPENSE.

9.) THE CONTRACTOR SHALL TAKE MEASURES TO PREVENT THE SPREAD OF DUST FROM THE

CONSTRUCTION AREAS AND HAUL ROUTES, WHICH INCLUDE THE APPLICATION OF WATER AS

DIRECTED BY THE ENGINEER/C.O.R. REPRESENTATIVE. THIS WORK SHALL BE CONSIDERED

INCIDENTAL TO EARTH EXCAVATION.

10.) WHEN NOT INITIATED AT AN EXISTING JOINT, REMOVAL OF EXISTING CONCRETE PAVEMENT, ASPHALT

OR CONCRETE DRIVES AND SIDEWALKS SHALL BE INITIATED WITH FULL DEPTH SAW CUTS,

EXERCISING EXTREME CARE TO AVOID SURFACE BREAKS AND SPALLING. IF SURFACE BREAKS OR

SPALLING OCCUR, ADDITIONAL REMOVAL AND REPLACEMENT SHALL BE MADE AT THE CONTRACTOR'S

EXPENSE. THE COST OF SAW CUTS SHALL BE CONSIDERED INCIDENTAL TO THE COST OF

CONSTRUCTION.

11.) SPECIAL CARE SHALL BE TAKEN FORMING AT INTERSECTIONS SO THAT THE PROFILES

AND GRADES OBTAINED ARE AS SHOWN ON THE PLANS AND GRADE SHEETS. SHORT

LENGTHS OF FORMS OR FLEXIBLE FORMS MAY BE NECESSARY AT THESE LOCATIONS.

12.) ALL CONCRETE SHALL UTILIZE A SUDAS MIX DESIGN AND HAVE A COMPRESSIVE

STRENGTH OF 3,500 PSI AT 14 DAYS AND 4,000 PSI AT 28 DAYS.

13.) THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF ANY DISCREPANCIES

ARE ENCOUNTERED BETWEEN THE PLANS AND SPECIFICATIONS AND THE EXISTING

FIELD CONDITIONS. WORK WARRANTING A CHANGE IN SCOPE SHALL BE SUBMITTED TO

THE C.O.R. WITHIN 30 DAYS OF NOTICE OR THE CONTRACTOR WILL FORFEIT RIGHTS TO

COMPENSATION FOR THE WORK.

14.) PUMPING GROUND WATER AND/OR STORM WATER FROM OPEN TRENCHES SHALL BE

CONSIDERED INCIDENTAL TO THE CONTRACT.

15.) CONSTRUCTION STAKING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE

CONTRACTOR AND SURVEY CREW AND COMPANY SHALL BE CONSIDERED COMPETENT

AND RESPONSIBLE FOR REPORTING ANY DISCREPANCIES OR UNFORESEEN PROJECT

ERRORS BEFORE AND DURING CONSTRUCTION STAKING TO ENSURE BLUNDERS AND

MISINFORMATION IS NOT CONSTRUCTED IN THE FIELD. IF AN APPARENT ERROR IN THE

DESIGN IS DISCOVERED DURING CONSTRUCTION STAKING OF THE PROJECT, THE

CONTRACTOR AND OR SURVEY CREW AND COMPANY SHALL CEASE CONSTRUCTION

AND REPORT IT TO DPW IMMEDIATELY SO THE ERROR MAY BE CORRECTED AS SOON AS

POSSIBLE. ANY LOST WORK TIME, LABOR OR EQUIPMENT FEE WILL NOT BE PAID DURING

WORK STOPPAGE DUE TO UNFORESEEN ERROR.

16.) THE ROAD WILL NEED TO REMAIN OPEN TO PATRONS NEEDING TO ACCESS BUILDINGS

IN AROUND EAST STREET. THE CONTRACTOR SHALL SUBMIT A STAGING PLAN FOR

ALLOWING ACCESS TO BUILDINGS DURING CONSTRUCTION.

17.) ALL EXISTING STORM INFORMATION SHALL BE CONSIDERED A REFERENCE AND IS THE

RESPONSIBILITY OF THE CONTRACTOR VERIFY IN THE FIELD PRIOR TO CONSTRUCTION.

18.) THE CONTRACTING AUTHORITY RESERVES THE RIGHT TO KEEP ANY/ALL REMOVED

MATERIAL THAT INCLUDES BUT IS NOT LIMITED TO MANHOLES AND STORM SEWER PIPE.

IF THE CONTRACTING AUTHORITY ELECTS NOT TO KEEP REMOVED MATERIAL, THE

MATERIAL BECOMES THE PROPERTY OF THE CONTRACTOR AND IS RESPONSIBLE FOR

THE DISPOSAL/REMOVAL FROM THE PROJECT.

19.) NO OVERHAUL ON THIS PROJECT.

20.) A PIPE LASER SHALL BE USED ON STORM SEWER TO VERIFY LINE AND GRADE.

21.) SUDAS SPECIFICATION 4060 CLEANING, INSPECTION AND TESTING SHALL BE ENFORCED

ON THIS PROJECT. VIDEO INSPECTORS SHALL BE NASSCO, PACP CERTIFIED.

22.) ALL NEW FIRE HYDRANT ASSEMBLIES 10 FEET IN LENGTH OR GREATER SHALL BE

PRESSURE TESTED. NO LEAKAGE IS ALLOWED.

23.) ALL PRECAST STORM SEWER SHALL COMPLY WITH ASTM C 478 AND NO ADDITIONAL

COMPENSATION WILL BE MADE FOR CORING INTO THE STRUCTURE DUE TO MINOR FILED

ADJUSTMENTS OR INLET AND OUTLET PIPES AND SUBDRAINS.

GENERAL NOTES

C.09

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R M

Y

G

A R

R I S

O

L A

S

E N

A L

D I R

E C

T O

R A

P

U B

L

R

K S

R O

L A

N D

O

F

D E

S I G

N E

D

B

Y

M S

U L

L I V

A N

D R

A W

N

B

Y

M

S

U L

L I V

A N

C H

E C

K E

D

B

Y

S

B

A C

H

A P

P R

O V

G

K

O S

K I

D

I R

E C

T O

R

O

F

P

U B

L

R

K S

S

B

A C

H

C

H I E

F

O

F

E

N G

I N

E E

R I

E

P A

C

K

A

V E

N U

E

B L

S

T

E N

T

T

O

B

L D

G

G E

N E

R A

L

N

O T

E S

2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

G

1 2 3 4 5 6 7 8 9 10

1.) MANHOLE CASTINGS SHALL BE 2 PIECE FIXED CASTINGS. USE OF 3 PIECE CASTING FOR STORM

SEWER MANHOLES MAYBE ALLOWED WITH APPROVAL OF THE ENGINEER. ALL CASTINGS SHALL

COMPLY WITH SUDAS FIGURES SW-601 AND SW-602. CONCRETE BOX OUTS FOR MANHOLES IN

P.C.C. PAVING SHALL COMPLY WITH WITH SUDAS FIGURE PV-103. CONCRETE BOX OUTS FOR

MANHOLES IN HMA PAVING SHALL COMPLY WITH FIGURES PV-201. ALL MANHOLES IN PAVING

SHALL BE GASKETED.

2.) PRIOR TO OPENING THE SIDEWALKS AND PEDESTRIAN CROSSINGS, THE CONTRACTOR SHALL

CLEAN THE DETECTABLE WARNING PANELS OF ALL SUPERFLUOUS CONCRETE AND REMOVE THE

PLASTIC COVERING AFTER THE CONCRETE IS SUCH THAT THE PANEL SURFACE IS CLEAN AND

THE TRUNCATED SURFACE IS FULLY FUNCTIONAL.

3.) EXPANSION MATERIAL SHALL BE FIBER BOARD WITH A TOTAL OF 1" OF TOTAL EXPANSION

BETWEEN THE BACK OF CURB AND EITHER EDGE OF THE SIDEWALK (I.E. 1” AT BACK OF CURB, NONE AT EDGE OF SIDEWALK OR NONE AT BACK OF CURB AND 1” AT EDGE OF SIDEWALK OR ½”

AT BACK OF CURB AND ½” AT EDGE OF SIDEWALK).

GENERAL NOTES (CONT.)

C.10

D A

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O

F

D E

S I G

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N

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M

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K E

D

B

Y

S

B

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H

A P

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O V

G

K

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K I

D

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T O

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O

F

P

U B

L

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K S

S

B

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H

C

H I E

F

O

F

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P A

C

K

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T

T

O

B

L D

G

L E

G E

B

L E

S

2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

G

1 2 3 4 5 6 7 8 9 10

HANDHOLE

POWER POLE

STORM MANHOLE

HYDRANT

WATER VALVE

GAS VALVE

STORM INLET

SIGN

L E G E N D

TELEPHONE PEDESTAL

OE OE

E E

G G

T T

FOC FOC

CHAIN LINK FENCE

OVERHEAD ELECTRIC

GAS LINE

UNDERGROUND ELECTRIC

TELEPHONE LINE

FIBER OPTIC CABLE

ELECTRIC MANHOLE

TELEPHONE MANHOLE

DECIDUOUS TREE

TREE STUMP

CONTROL POINT

UNKNOWN MANHOLE

MONITORING WELL

GUY WIRE

POST/BOLLARD

TREE LINE

SOIL BORING LOCATION

W W

SANITARY SEWER

STORM SEWER

WATER LINE

TRACKS

POWER POLE W/ LIGHT

POWER POLE W/ METER

LINE CONTINUATION

CONTOUR

SANITARY MANHOLE

TRAFFIC CANTILEVER

TRAFFIC SIGNAL CONTROLLER

STORM INLET

UTILITY MARKER

ADA STALL

AutoCAD SHX Text T

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text H

AutoCAD SHX Text P

12"

C.11

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N

B

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U L

L I V

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K E

D

B

Y

S

B

A C

H

A P

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G

K

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K I

D

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E C

T O

R

O

F

P

U B

L

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K S

S

B

A C

H

C

H I E

F

O

F

E

N G

I N

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R I

E

P A

C

K

A

V E

N U

E

B L

S

T

E N

T

T

O

B

L D

G

T R

H

E D

U L

E B

O L

L A

T

A I L

2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

C.12

D A

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O

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F

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N

B

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M

S

U L

L I V

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E C

K E

D

B

Y

S

B

A C

H

A P

P R

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G

K

O S

K I

D

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E C

T O

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O

F

P

U B

L

R

K S

S

B

A C

H

C

H I E

F

O

F

E

N G

I N

E E

R I

E

P A

C

K

A

V E

N U

E

B L

S

T

E N

T

T

O

B

L D

G

S I G

N

S

C H

E D

U L

E

2 3 4 5 6 7 8 9 10

A

B

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D

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F

C.13

D A

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B

Y

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S U

E

D

A T

E

P R

O J E

D R

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N

O

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A

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G

A R

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O

L A

S

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D I R

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T O

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P

U B

L

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L A

N D

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F

D E

S I G

N E

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B

Y

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U L

L I V

A N

D R

A W

N

B

Y

M

S

U L

L I V

A N

C H

E C

K E

D

B

Y

S

B

A C

H

A P

P R

O V

G

K

O S

K I

D

I R

E C

T O

R

O

F

P

U B

L

R

K S

S

B

A C

H

C

H I E

F

O

F

E

N G

I N

E E

R I

E

P A

C

K

A

V E

N U

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B L

S

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T

O

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L D

G

S O

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I N

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I N

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2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

G

1 2 3 4 5 6 7 8 9 10

SOIL BORING #16

SOIL BORING #15

SOIL BORING #14 SOIL BORING #13

SOIL BORING LOCATIONS AND

INFORMATION CAN ALSO BE FOUND

IN THE EXISTING REMOVAL SHEETS

D.01-D.07

C.14

D A

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M

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K E

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B

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S

B

A C

H

A P

P R

O V

G

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K I

D

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T O

R

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P

U B

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S

B

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C

H I E

F

O

F

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P A

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2 3 4 5 6 7 8 9 10

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1 2 3 4 5 6 7 8 9 10

SOIL BORING #12

SOIL BORING #11

SOIL BORING #10

SOIL BORING #9

SOIL BORING #8

SOIL BORING #7

SOIL BORING #6

SOIL BORING #5

SOIL BORING LOCATIONS AND

INFORMATION CAN ALSO BE FOUND

IN THE EXISTING REMOVAL SHEETS

D.01-D.07

C.15

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M

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U L

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S

B

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H

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U B

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H I E

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C.16

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D I R

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T O

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U B

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K S

R O

L A

N D

O

F

D E

S I G

N E

D

B

Y

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L I V

A N

D R

A W

N

B

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M

S

U L

L I V

A N

C H

E C

K E

D

B

Y

S

B

A C

H

A P

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O V

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K

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K I

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T O

R

O

F

P

U B

L

R

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S

B

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H

C

H I E

F

O

F

E

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P A

C

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A

V E

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S

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C.17

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C.18

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B

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L I V

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B

Y

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B

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T O

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U B

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B

A C

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C

H I E

F

O

F

E

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P A

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A

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2 3 4 5 6 7 8 9 10

A

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C.19

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T O

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F

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D

B

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A N

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N

B

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H

A P

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U B

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B

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H

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H I E

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S O

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2 3 4 5 6 7 8 9 10

A

B

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F

C.20

D A

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A R

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C R

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N

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B M

I T

T E

D

B

Y

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S U

E

D

A T

E

P R

O J E

D R

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G

N

O

U S

A

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G

A R

R I S

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L A

S

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A L

D I R

E C

T O

R A

P

U B

L

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K S

R O

L A

N D

O

F

D E

S I G

N E

D

B

Y

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U L

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A N

D R

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B

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M

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U L

L I V

A N

C H

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K E

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B

Y

S

B

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H

A P

P R

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G

K

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K I

D

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T O

R

O

F

P

U B

L

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S

B

A C

H

C

H I E

F

O

F

E

N G

I N

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R I

E

P A

C

K

A

V E

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S O

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2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

SB 14

562.52

9.1' REFUSAL

8" PCC

SB 15

562.25

10.0' EOB

8" PCC

E

H

0+

1+

1+

30+00 31+00

32+00 33+00

CL-CL

Sta. 31+17.05 -Ex-CL-Beck Ave Sta. 0+00.00 -Ex-CL-Parking Lot 2G Entrance

27.95' E-E

30.08' E-E

13.78' E-E

11.92' E-E

28.58'

30.8' E-E

D.01

D A

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A P

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M

A R

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N

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B

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R

O

F

P

U B

L

R

K S

S

B

A C

H

C

H I E

F

O

F

E

N G

I N

E E

R I

E

P A

C

K

A

V E

N U

E

B L

S

T

E N

T

T

O

B

L D

G

E X

S

I T

E

P

L A

N

R E

M O

V A

L S

2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

G

1 2 3 4 5 6 7 8 9 10

Feet

0 25 50

℄ BECK AVENUE

PARKING LOT 2G

PA

RK

IN

G

LO

T 2G

E N

TR

AN

CE

RMV EX. PVMT

RMV EX. SDWLK, P.C.C.

19.7 SY

RMV EX. SDWLK, P.C.C.

13.5 SY

RMV EX. PVMT

REMOVE EX. PVMT

& EX. B.O.C.

LIGHT POLE TO REMAIN

NOTES:

1.) THE EXISTING AND PROPOSED BECK AVENUE ALIGNMENTS

DIFFER DUE TO REALIGNMENT PURPOSES. ALL STATIONING

LISTED IN EXISTING SHEETS ARE IN REFERENCE TO THE

EXISTING ALIGNMENT AND THE PROPOSED SHEETS

STATIONING ARE IN REFERENCE TO THE PROPOSED

ALIGNMENT.

2.) ALL SHADED/HATCHED PAVEMENT AREAS REPRESENTS AREA

OF PAVEMENT REMOVAL.

END OF PVMT RMVL

1+83.33

B.O.P.

BEGIN PVMT RMVL

STA 29+74.89

BEGIN CURB & PVMT RMVL

STA 30+19.39

RMV EX. STRM SWR CULV.

12" RCP, 19.7 LF

RMV EX. TREE RMV EX. TREE

RMV EX. TREE

RMV EX. TREE

RMV EX. STRM SWR

48" RCP, 176.5 LF

RMV & RPLCE STRM SWR MH

RMV & RPLCE STRM SWR MH

RMV EX. STRM SWR

24" RCP, 58.2 LF

℄ BECK AVENUE

RMV EX. PVMT

(P.C.C.)

HMA

RMV EX. SIGN,

1 EA

RMV EX. SIGN,

1 EA

RMV EX. SIGN,

1 EA

RMV EX. SIGN,

1 EA

RMV EX. SIGN,

1 EA

RMV EX. SIGN,

1 EA

RMV EX. SIGN,

1 EA

RMV EX. SIGN,

1 EA

WEST BOUND LANE

EAST BOUND LANE

RMV P.C.C. CURB & GUTT

RM

V

EX

. P

VM

T

(H M

A)

RMV EX. P.C.C. CURB & GUTT

EX. JOINT

EX. JOINT

SB 14

562.52

9.1' REFUSAL

8" PCC SB 13

562.90

6.7' REFUSAL

E

PPP

G G

A

W P

PP

E

W P P

P W

34+00

35+00

36+00 37+00

.5

9' E

-E

30.8' E-E

.7

2' E

-E

.9

5' E

-E

.4

8'

9.51' E-E

D.02

D A

T E

A P

P R

M

A R

K D

E S

C R

I P

T I O

N

S U

B M

I T

T E

D

B

Y

I S

S U

E

D

A T

E

P R

O J E

D R

A W

I N

G

N

O

U S

A

R M

Y

G

A R

R I S

O

L A

S

E N

A L

D I R

E C

T O

R A

P

U B

L

R

K S

R O

L A

N D

O

F

D E

S I G

N E

D

B

Y

M S

U L

L I V

A N

D R

A W

N

B

Y

M

S

U L

L I V

A N

C H

E C

K E

D

B

Y

S

B

A C

H

A P

P R

O V

G

K

O S

K I

D

I R

E C

T O

R

O

F

P

U B

L

R

K S

S

B

A C

H

C

H I E

F

O

F

E

N G

I N

E E

R I

E

P A

C

K

A

V E

N U

E

B L

S

T

E N

T

T

O

B

L D

G

2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

G

1 2 3 4 5 6 7 8 9 10

BUILDING 299

Feet

0 25 50

HMA

CONCRETE

RMV EX. PVMT

(HMA/P.C.C.)

℄ BECK AVENUE

℄ BECK AVENUE

RMV EX. STRM SWR INTK

RMV EX. STRM SWR INTK

RMV EX. STRM SWR MH

RMV EX. STRM SWR MH

RMV EX. STRM SWR

48" RCP, 228.9 LF

RMV EX. STRM SWR

12" VCP, 52.7 LF

RMV EX. STRM SWR

12" RCP, 15.1 LF

NOTES:

1.) THE EXISTING AND PROPOSED BECK AVENUE ALIGNMENTS

DIFFER DUE TO REALIGNMENT PURPOSES. ALL STATIONING

LISTED IN EXISTING SHEETS ARE IN REFERENCE TO THE

EXISTING ALIGNMENT AND THE PROPOSED SHEETS

STATIONING ARE IN REFERENCE TO THE PROPOSED

ALIGNMENT.

2.) ALL SHADED/HATCHED PAVEMENT AREAS REPRESENTS AREA

OF PAVEMENT REMOVAL.

RMV BOLLARDS

3 EA

RMV EX. BOLLARDS

3 EA

E X

S

I T

E

P

L A

N

R E

M O

V A

L S

EAST BOUND LANE

WEST BOUND LANE

SB 11

563.04

4.7' REFUSAL

SB 12

561.32

6.7' REFUSAL

PP

E

PPG GPP

GG

PP

P

P P

P

WW

P P

P P

P P

W

W W

PP

P

P

P P

W W

W

E

P P

P W

P P

P P

P

H

P

P

P

H

P

PG G G PPP

P

P P

P

37+00 38+00

39+00 40+00

9.51' E-E

1+23 0+00

1+00

9.05' E-E

14.42' E-E

23.9' E-E

17.81' E-E

4.85' E-E

0+

1+

2+

WEST BOUND LANE

EAST BOUND LANE

CL-CL

Sta. 0+00.00 -EX. FLAGLER ST- Sta. 38+20.35 -Ex-CL-Beck Ave

D.03

D A

T E

A P

P R

M

A R

K D

E S

C R

I P

T I O

N

S U

B M

I T

T E

D

B

Y

I S

S U

E

D

A T

E

P R

O J E

D R

A W

I N

G

N

O

U S

A

R M

Y

G

A R

R I S

O

L A

S

E N

A L

D I R

E C

T O

R A

P

U B

L

R

K S

R O

L A

N D

O

F

D E

S I G

N E

D

B

Y

M S

U L

L I V

A N

D R

A W

N

B

Y

M

S

U L

L I V

A N

C H

E C

K E

D

B

Y

S

B

A C

H

A P

P R

O V

G

K

O S

K I

D

I R

E C

T O

R

O

F

P

U B

L

R

K S

S

B

A C

H

C

H I E

F

O

F

E

N G

I N

E E

R I

E

P A

C

K

A

V E

N U

E

B L

S

T

E N

T

T

O

B

L D

G

2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

G

1 2 3 4 5 6 7 8 9 10

BUILDING 250

BUILDING 299

Feet

0 25 50

℄ BECK AVENUE

FL

AG

LE

R

ST

RE

ET

℄ BECK AVENUE

FL

AG

LE

R

ST

RE

ET

RMV EX. SDWLK, P.C.C.

56.6 SY

RMV EX. PAD, P.C.C.

9.2 SY

RMV EX. PAD, P.C.C.

9.2 SY

RMV EX. PAD, P.C.C.

8.9 SY

RMV EX. SDWLK, P.C.C.

101.5 SY

RMV EX. SIGN,

1 EA

EX. FENCE GATE CARD READER

TO BE RELOCATED

EX. TURNSTILE/DOOR & CONTROLS TO BE RELOCATED

RMV EX. TREERMV EX. TREE

RMV EX. TREE

RMV EX. TREE

RMV EX. TREE

RMV EX. TREE

RMV EX. TREE

RMV EX. TREE

RMV EX. TREE

RMV EX. TREE

RMV EX. STRM SWR

48" RCP, 192.2 LF

RMV EX. STRM SWR MH

RMV BOLLARDS

6 EA

RMV EX. STRM SWR MH

RMV EX. 8" DIP

48.2 LF

RMV EX. 12" VCP

116.4 LF

RMV TREE STUMP

RMV EX. STRM

SWR INTK

RMV EX. BOLLARDS

6 EA RMV EX. BOLLARDS

4 EA

RMV EX. BOLLARDS

3 EA

RMV EX. BOLLARDS

3 EA

RMV BOLLARDS

4 EA

HMA

HMA

HMA

RMV EX. BOLLARD

2 EA

END PVMT RMVL

STA 1+22.80

RMV PVMT,

HMA

RMV PVMT,

HMA

RMV EX. STRM SWR MH

RMV EX. STRM SWR

18" VCP, 19.5 LF

RMV EX. STRM SWR

8" VCP, 8.5 LF

NOTES:

1.) THE EXISTING AND PROPOSED BECK AVENUE ALIGNMENTS

DIFFER DUE TO REALIGNMENT PURPOSES. ALL STATIONING

LISTED IN EXISTING SHEETS ARE IN REFERENCE TO THE

EXISTING ALIGNMENT AND THE PROPOSED SHEETS

STATIONING ARE IN REFERENCE TO THE PROPOSED

ALIGNMENT.

2.) ALL SHADED/HATCHED PAVEMENT AREAS REPRESENTS AREA

OF PAVEMENT REMOVAL.

RMV STRM SWR

EX. 10" VCP, 32.6 LF

RMV EX. FENCE

RMV EX. FENCE

RMV EX. FENCE

RMV EX. FENCE

RMV EX. STRM SWR INTK

E X

S

I T

E

P

L A

N

R E

M O

V A

L S

EX. GATE & CONTROLS TO BE RELOCATED

GATE

RELOCATE OVR HEAD ELECT POLE,

1 EA

SIGN S-8

RELOCATE

SEE SHEET D.10

FOR LOCATION,

1 EA

RMV EX. SIGN

RMV EX. SIGN

RELOCATE SIGN W/

TURNSTILE,

1 EA

RELOCATE W/ GATE & TURNSTILE,

4 EA

RELOCATE TO NEW FENCE,

1EA

RMV EX. SIGN,

1 EA

RMV EX. SIGN,

1 EA

RMV EX. SIGN,

1 EA

RELOCATE TO NEW FENCE,

1EA

RELOCATE TO NEW FENCE,

1EA

RMV CURB & GUTT

RMV EX PVMT

(HMA/P.C.C.)

SB 9

567.59

6.0' REFUSAL

8" HMA

SB 10

567.13

8.6' REFUSAL

P P

PW

U

E

E

E

AG

AG

AG

PP

P

PP

P P

P

P

PP

U

P P W

P

1+

2+

41+00

42+00

43+00

44+00

EX

. T

U N

N

EL

CL-CL

Sta. 42+77.33 -Ex-CL-Beck Ave Sta. 1+37.35 ZZ-Gillespie St CL-Prop

568.88' EX. GRND

567.50' TOP OF TUNNEL

569.03' EX. GRND

567.18 TOP OF TUNNEL

569.00' EX. GRND

567.23' TOP OF TUNNEL

569.03' EX. GRND

567.02' TOP OF TUNNEL

END OF TUNNEL

D.04

D A

T E

A P

P R

M

A R

K D

E S

C R

I P

T I O

N

S U

B M

I T

T E

D

B

Y

I S

S U

E

D

A T

E

P R

O J E

D R

A W

I N

G

N

O

U S

A

R M

Y

G

A R

R I S

O

L A

S

E N

A L

D I R

E C

T O

R A

P

U B

L

R

K S

R O

L A

N D

O

F

D E

S I G

N E

D

B

Y

M S

U L

L I V

A N

D R

A W

N

B

Y

M

S

U L

L I V

A N

C H

E C

K E

D

B

Y

S

B

A C

H

A P

P R

O V

G

K

O S

K I

D

I R

E C

T O

R

O

F

P

U B

L

R

K S

S

B

A C

H

C

H I E

F

O

F

E

N G

I N

E E

R I

E

P A

C

K

A

V E

N U

E

B L

S

T

E N

T

T

O

B

L D

G

2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

G

1 2 3 4 5 6 7 8 9 10

BUILDING 299

Feet

0 25 50

℄ BECK AVENUE

(HMA PAVEMENT)

℄ BECK AVENUE

(HMA PAVEMENT)

GI

LL

ES

PI

E

ST

RE

ET

HM

A

PA

VE

M

EN

T

GI

LL

ES

PI

E

ST

RE

ET

RMV EX. PAD, P.C.C.

12.9 SY

RMV EX. SDWLK, P.C.C.

20.0 SY

RMV EX. PAD, P.C.C.

9.2 SY

RMV EX. PAD, P.C.C.

1.2 SY

RMV EX. PAD, P.C.C.

1.1 SY

RMV EX. SDWLK, P.C.C.

20.0 SY

NOTES:

1.) THE EXISTING AND PROPOSED BECK AVENUE ALIGNMENTS DIFFER DUE TO

REALIGNMENT PURPOSES. ALL STATIONING LISTED IN EXISTING SHEETS ARE

IN REFERENCE TO THE EXISTING ALIGNMENT AND THE PROPOSED SHEETS

STATIONING ARE IN REFERENCE TO THE PROPOSED ALIGNMENT.

2.) ALL SHADED/HATCHED PAVEMENT AREAS REPRESENTS AREA OF PAVEMENT

REMOVAL.

3.) THE TUNNEL IS NOT TO BE DISTURBED. THE APPROXIMATE TOP OF TUNNEL

IS BETWEEN 566.67' TO 567.50'. EXISTING GRADE ELEVATIONS ARE SHOWN

NEAR THE TUNNEL FOR RESPECTIVE REMOVAL PERSPECTIVE.

RMV EX. SDWLK, P.C.C.

58.1 SY

RMV EX. SDWLK, P.C.C.

51.1 SY

RMV EX. SIGN,

1 EA

RMV EX. R-WALL

EX. R-WALL SECTION TO REMAIN

EX. R-WALL LEG SECTION TO REMAIN

EX. PVMT RMVL BOUNDARY

RMV TREE

RMV EX. TREE

RMV EX. TREE

RELOCATE EX. JERSEY BARRIERS

102 LF

RMV EX. PVMT

RMV EX. PVMT

RELOCATE EX. JERSEY BARRIERS,

42 LF

RMV EX. SDWLK, P.C.C.

110.2 SY

68.64'

5.88'

27.27' E-E

4.89' E-E

42.5'

3.9'

35.04'

4.88'

BEGIN PVMT RMVL

STA. 0+30.46

RMV EX. 8" DIP

PREVIOUSLY DISCONNECTED

& ABANDONED WATER MAIN,

21.8 LF

RMV EX. FENCE

RMV EX. FENCE

RMV EX. FENCE

RMV EX. FENCE

RMV EX. FENCE

E X

S

I T

E

P

L A

N

R E

M O

V A

L S

RMV EX. R-WALL

RMV EX. RETAINING WALL

RMV EX. R-WALL

END OF R-WALL RMVL

SI

DE

W

AL

K

SIDEWALK

SI

DE

W

AL

K

SI

DE

W

AL

K

RMV & RNSTLL EX. BICYCLE RACKS

RMV EX. TREE

RMV EX. HYD & VALVE

CAP AT MAIN

RMV EX. SIGN,

1 EA

RMV EX. SIGN,

1 EA

RMV EX. SIGN,

1 EA

RMV EX. SIGN, 1 EA

RELOCATE SIGN TO NEW FENCE,

2 EA

RMV EX. SIGN,

1 EA

RMV EX. SIGN,

1 EA

RELOCATE SIGN TO NEW FENCE, 1 EA

RELOCATE SIGN TO NEW FENCE, 1 EA

RMV EX. SIGN,

2 EA

RE-INSTALL EX. SIGN,

1 EA

RMV EX. SIGN,

1 EA

RE-INSTALL EX. SIGN,

4 EA

RMV EX. SIGN,

1 EA

EAST BOUND LANE

WEST BOUND LANE

BOUDARY OF PAVT RMVL

STA 41+38.48

RMV EX. PAVT

(HMA/P.C.C.)

RMV EX. PAVT

SB 7

561.69

5.0' REFUSAL

4" HMA

SB 8

563.47

8.8' REFUSAL

3" HMA

P P W

PP

P

45+00 46+00

47+00 48+00

D.05

D A

T E

A P

P R

M

A R

K D

E S

C R

I P

T I O

N

S U

B M

I T

T E

D

B

Y

I S

S U

E

D

A T

E

P R

O J E

D R

A W

I N

G

N

O

U S

A

R M

Y

G

A R

R I S

O

L A

S

E N

A L

D I R

E C

T O

R A

P

U B

L

R

K S

R O

L A

N D

O

F

D E

S I G

N E

D

B

Y

M S

U L

L I V

A N

D R

A W

N

B

Y

M

S

U L

L I V

A N

C H

E C

K E

D

B

Y

S

B

A C

H

A P

P R

O V

G

K

O S

K I

D

I R

E C

T O

R

O

F

P

U B

L

R

K S

S

B

A C

H

C

H I E

F

O

F

E

N G

I N

E E

R I

E

P A

C

K

A

V E

N U

E

B L

S

T

E N

T

T

O

B

L D

G

2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

G

1 2 3 4 5 6 7 8 9 10

BUILDING 168

BUILDING 164

BUILDING 167

Feet

0 25 50

℄ BECK AVENUE

(HMA PAVEMENT)

℄ BECK AVENUE

(HMA PAVEMENT)

RMV EX. DRIVEWAY, P.C.C.

86.8 SY

RMV EX. DRIVEWAY, P.C.C.

42.5 SY

RMV EX. STRM MH

RMV EX. STRM INTK

RMV EX. DRIVEWAY, HMA

85.5 SY

PARKING LOT 1P

END OF PVMT RMVL

STA 46+36.97

RMV EX. STRM SWR

12" RCP, 88.0 LF

RMV EX. STRM SWR

12" RCP, 184.8 LF

EX. CRUSHED HMA/GRAVEL

NOTES:

1.) THE EXISTING AND PROPOSED BECK AVENUE ALIGNMENTS DIFFER DUE TO

REALIGNMENT PURPOSES. ALL STATIONING LISTED IN EXISTING SHEETS ARE

IN REFERENCE TO THE EXISTING ALIGNMENT AND THE PROPOSED SHEETS

STATIONING ARE IN REFERENCE TO THE PROPOSED ALIGNMENT.

2.) ALL SHADED/HATCHED PAVEMENT AREAS REPRESENTS AREA OF PAVEMENT

REMOVAL.

E X

S

I T

E

P

L A

N

R E

M O

V A

L S

RMV EX. SIGN,

1 EA

RMV EX. PAVT

(HMA)

SB 11

563.04

4.7' REFUSAL

SB 12

561.32

6.7' REFUSAL

E

P P G

G P

P G

G

P P

P P

P P

P P

W

W W

P P

PPP

P W W W

E

P P

PW

P P

P P

AG

P

H

P P P

P PP

P H

G P

P

P P P

+0

+0

+0

1+23

0+

1+

9.05' E-E

.9

' E -E

17.81' E-E

4.

' E -E

0+00

1+002+002+89 CL-CL

Sta. 0+00.00 -EX. FLAGLER ST- Sta. 38+20.35 -Ex-CL-Beck Ave

D.06

D A

T E

A P

P R

M

A R

K D

E S

C R

I P

T I O

N

S U

B M

I T

T E

D

B

Y

I S

S U

E

D

A T

E

P R

O J E

D R

A W

I N

G

N

O

U S

A

R M

Y

G

A R

R I S

O

L A

S

E N

A L

D I R

E C

T O

R A

P

U B

L

R

K S

R O

L A

N D

O

F

D E

S I G

N E

D

B

Y

M S

U L

L I V

A N

D R

A W

N

B

Y

M

S

U L

L I V

A N

C H

E C

K E

D

B

Y

S

B

A C

H

A P

P R

O V

G

K

O S

K I

D

I R

E C

T O

R

O

F

P

U B

L

R

K S

S

B

A C

H

C

H I E

F

O

F

E

N G

I N

E E

R I

E

P A

C

K

A

V E

N U

E

B L

S

T

E N

T

T

O

B

L D

G

E X

S

I T

E

P

L A

N

R E

M O

V A

L S

2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

G

1 2 3 4 5 6 7 8 9 10

Feet

0 25 50

℄ FLAGLER STREET

(HMA PAVEMENT)

℄ FLAGLER STREET

(HMA PAVEMENT)

BE

CK

A

VE

N