Attachment 0002 -- 21R5010 -- SOW Appendix A Design Plans.pdf

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PLANS OF PROPOSED IMPROVEMENT ON THE

ROCK ISLAND ARSENAL

ROCK ISLAND, ILLINOIS

REPAIR SYLVAN DRIVE

FROM BECK AVE TO RODMAN AVE

PROJECT NUMBER: 2015-3169

NORTH

NO SCALE

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RODMAN AVE

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: 78

Note:

The 2020 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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B.O.P. STA 100+16.19

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E.O.P. STA 119+36.83

WIDTH VARIES

16.7'-75'

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12.8'-24'

EX GRAVEL SHOULDER

WIDTH VARIES

EX GRAVEL SHOULDER

WIDTH VARIES

WIDTH APPROX.

14'

WIDTH VARIES

14'

EX. GRAVEL SHOULDER

WIDTH VARIES

EX GRAVEL SHOULDER

WIDTH VARIES

WIDTH

APPROX. 14'

WIDTH

APPROX. 14'

EX GRAVEL SHOULDER

WIDTH VARIES

EX GRAVEL SHOULDER

WIDTH VARIES

WIDTH

APPROX. 13.5'

WIDTH

APPROX. 13.5'

EX GRAVEL SHOULDER

WIDTH VARIES

TRANSITION

9' TO 0'

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TYP. EXISTING CROSS SECTION

SYLVAN ROAD

STA 100+16.19 TO STA 101+02.28

SB TRAVEL LANE

NB TRAVEL LANE

EX. CONC. PAVEMENT

APPROX. 8"-DEPTH

TYP. EX. ROCK SHOULDER

DEPTH UNVERIFIED TYP. EX. ROCK SHOULDER

DEPTH UNVERIFIED

TYP. EXISTING CROSS SECTION

SYLVAN ROAD

STA 101+02.28 TO STA 102+79.39

SB TRAVEL LANE NB TRAVEL LANE

TYP. EX. ROCK SHOULDER

DEPTH UNVERIFIEDTYP. EX. ROCK SHOULDER

DEPTH UNVERIFIED

EX. HMA OVERLAY

APPROX. 3" DEPTH

SCALE 1" = 5'

SCALE 1" = 5'

SCALE 1" = 5'

TYP. EXISTING CROSS SECTION

SYLVAN ROAD

STA 102+79.39 TO STA 103+39.51

SB TRAVEL LANE NB TRAVEL LANE

TYP. EX. ROCK SHOULDER

DEPTH UNVERIFIEDTYP. EX. ROCK SHOULDER

DEPTH UNVERIFIED

EX. P.C.C. PAVEMENT

APPROX. 9.5"-DEPTH

NOTE:

RAILROAD CROSSING FROM STA

103+08.64 TO STA 103+19.13

TYP. EXISTING CROSS SECTION

SYLVAN ROAD

STA 103+39.51 TO STA 103+78.76

REMOVE AND DISPOSE OF

EX. 6' CHAIN LINK FENCE ON EX.

JERSEY BARRIERS

REMOVE EX. JERSEY BARRIER

RELOCATE THEM BUILDING

242 PARKING LOT FOR STORAGE

SB TRAVEL LANE

NB TRAVEL LANE

TYP. EX. ROCK SHOULDER

DEPTH UNVERIFIED

TYP. EX. ROCK SHOULDER

DEPTH UNVERIFIED EX. P.C.C. PAVEMENT

APPROX. 9.5"-DEPTH

NOTE

1.) ALL EXISTING PAVEMENT DEPTHS ARE

BASED ON HISTORICAL INFORMATION AND

ARE INTENDED AS A REFERENCE. ACTUAL

PAVEMENT DEPTH IN THE FIELD MAY VARY

AND SHOULD BE TAKEN INTO

CONSIDERATION FOR BIDDING PURPOSES.

EX. P.C.C. PAVEMENT

APPROX. 9.5"-DEPTH

ROAD

ROAD

ROAD

ROAD

EX. HMA PAVEMENT

TO REMAIN

APPROX. 2-3" DEPTH

REMOVE EX. HMA

WIDTH VARIES

8.9' TO 0.0'

SCALE 1" = 5'

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WIDTH

APPROX. 14.0'

WIDTH

APPROX. 14.0'

EX GRAVEL SHOULDER

WIDTH VARIES

WIDTH

APPROX. 2.0'

WIDTH

APPROX. 14'

WIDTH

APPROX. 14'

EX GRAVEL SHOULDER

WIDTH VARIES

WIDTH

APPROX. 13.0'

WIDTH

APPROX. 12.1'

WIDTH

APPROX. 29.2'

WIDTH

APPROX. 11.2'

WIDTH

APPROX. 11.8'

2.0'

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TYP. EXISTING CROSS SECTION

SYLVAN ROAD

STA 103+78.76 TO STA 104+49.22

SB TRAVEL LANE

NB TRAVEL LANE

P.C.C. PAVEMENT

APPROX. 9.5" DEPTH

TYP. EX. ROCK SHOULDER

DEPTH UNVERIFIED

SCALE 1" = 5'

SCALE 1" = 5'

SCALE 1" = 5'

SCALE 1" = 5'

TYP. EXISTING CROSS SECTION

SYLVAN ROAD

STA 104+49.22 TO STA 105+13.31

SB TRAVEL LANE NB TRAVEL LANE

TYP. EX. ROCK SHOULDER

DEPTH UNVERIFIED

CONC. AUXILARY LANE

P.C.C. PAVEMENT, 7"

SEE D SHEETS FOR REMOVAL

AREAS

TYP. EXISTING CROSS SECTION

SYLVAN ROAD

STA 105+13.31 TO STA 105+37.97

SB TRAVEL LANE

NB TRAVEL LANE

EX. P.C.C. PAVEMENT

APPROX. 9.5" DEPTH

ROAD

TYP. EXISTING CROSS SECTION

SYLVAN ROAD & BUILDING 208 FREIGHT ENTRANCE

STA 105+37.97 TO STA 106+00.01

SB TRAVEL LANE

NB TRAVEL LANE

EX. P.C.C. PAVEMENT

APPROX. 9.5" DEPTH

REMOVE AND DISPOSE OF

EX. 6' CHAIN LINK FENCE ON EX.

JERSEY BARRIERS

REMOVE EX. JERSEY BARRIER

RELOCATE THEM BUILDING

242 PARKING LOT FOR STORAGE

REMOVE AND DISPOSE OF

EX. CHAIN LINK FENCE ON EX.

JERSEY BARRIERS

REMOVE EX. JERSEY BARRIER

RELOCATE THEM BUILDING

242 PARKING LOT FOR STORAGE

REMOVE AND DISPOSE OF

EX. 6' CHAIN LINK FENCE ON EX.

JERSEY BARRIERS

REMOVE EX. JERSEY BARRIER

RELOCATE THEM BUILDING

242 PARKING LOT FOR STORAGE

ROAD

ROAD

ROAD

EX. HMA PAVEMENT

TO REMAIN

APPROX. 2-3" DEPTH

P.C.C. PAVEMENT

APPROX. 9.5" DEPTH

EX. GREEN SPACE AREA

EX. HMA OVERLAY

APPROX. 2" DEPTH

REMOVE AND DISPOSE OF

EX. 6' CHAIN LINK FENCE ON EX.

JERSEY BARRIERS

REMOVE EX. JERSEY BARRIER

RELOCATE THEM BUILDING

242 PARKING LOT FOR STORAGE

CONC. AUXILARY LANE

P.C.C. PAVEMENT, 7"

SEE D SHEETS FOR REMOVAL

AREAS

EX. HMA OVERLAY

APPROX. 2" DEPTH

P.C.C. CURB & GUTT-9"

BUILDING 208 FREIGHT ENTRANCE

SEE 'D SHEETS' FOR PAVEMENT

REMOVAL LIMITS

EX. GREEN SPACE AREA

P.C.C. PAVEMENT, 9.5"

SEE D SHEETS FOR REMOVAL

AREAS

SEE 'D SHEETS' FOR PAVEMENT

REMOVAL LIMITS

REMOVE & REPLACE

APPROX. 2' OF HMA

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APPROX. 11.6'

WIDTH VARIES

INTERSECTION RAD-80'

2.0'

CURB & GUTT

2.0'

CURB & GUTT

WIDTH

APPROX. 11.7'

WIDTH

APPROX 25.9'

2.0'

CURB & GUTT

2.0'

CURB & GUTT

WIDTH

APPROX. 11.7'

WIDTH

TRANSITION: 25.9' TO 40.5'

2.0'

CURB & GUTT

2.0'

CURB & GUTT

WIDTH

APPROX. 13.2'

2.0'6.0'

GREEN SPACE AREA TRANISITON

STA 108+46.29 -20.3' TO STA 108+90.75 -0'

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SCALE 1" = 5'SCALE 1" = 5'

TYP. EXISTING CROSS SECTION

SYLVAN ROAD AND BULDING 208 FREIGHT ENTRANCE

STA 106+00.01 TO STA 106+79.86

ROAD

SB TRAVEL LANE

NB TRAVEL LANE

TYP. EXISTING CROSS SECTION

SYLVAN ROAD

STA 106+79.86 TO STA 107+56.99

SB TRAVEL LANE

SCALE 1" = 5'

TYP. EXISTING CROSS SECTION

SYLVAN ROAD

STA 107+56.99 TO STA 108+03.48

SCALE 1" = 5'

ROAD

EX. P.C.C. PAVEMENT

APPROX. 9.5" DEPTH

EX. HMA OVERLAY

APPROX. 2" DEPTH

P.C.C. CURB & GUTT-9"

P.C.C. CURB & GUTT-9"

EX. GREEN SPACE AREA

EX. GREEN SPACE AREA

EX. P.C.C. PAVEMENT

APPROX. 9.5" DEPTH

EX. HMA OVERLAY

APPROX. 2" DEPTH

NB TRAVEL LANE

P.C.C. CURB & GUTT-9"

P.C.C. CURB & GUTT-9"

EX. GREEN SPACE AREA

EX. GREEN SPACE AREA

SB TRAVEL LANE

ROAD

EX. P.C.C. PAVEMENT

APPROX. 9.5" DEPTH

EX. HMA OVERLAY

APPROX. 2" DEPTH

NB TRAVEL LANE

P.C.C. CURB & GUTT-9"

P.C.C. CURB & GUTT-9"

EX. GREEN SPACE AREA

EX. GREEN SPACE AREA

TYP. EXISTING CROSS SECTION

SYLVAN ROAD AT BAUMBECK AVENUE INTERSECTION

STA 108+03.48 TO STA 108+47.50

SB TRAVEL LANE

ROAD

EX. P.C.C. PAVEMENT

APPROX. 9.5" DEPTH

EX. HMA OVERLAY

APPROX. 2" DEPTH

NB TRAVEL LANE

P.C.C. CURB & GUTT-9"

P.C.C. PAVEMENT SIDEWALK, 6"

BAUMBECK AVENUE

SCALE 1" = 5'

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APPROX. 13.2'

2.0'6.0'

GREEN SPACE AREA TRANISITON

STA 108+46.29 -20.3' TO STA 108+90.75 -0'

WIDTH VARIES

INTERSECTION RAD-23.8'

2.0'

CURB & GUTT

INTERSECTION TRANSITION

APPROX. 13.2' TO 31.6'

2.0'6.0'

INTERSECTION TRANSITION

WIDTH APPROX. 23.8' TO 25.1'

2.0'

CURB & GUTT

INTERSECTION TRANSITION

WIDTH 31.6' TO 53.3'

2.0'

INTERSECTION TRANSITION

WIDTH APPROX. 25.1' TO 38.4'

2.0'

CURB & GUTT

INTERSECTION TRANSITION

WIDTH 16.0' TO 38.0'

INTERSECTION TRANSITION

WIDTH 15.8' TO 51.8'

EX. GRAVEL SHOULDER

WIDTH VARIES

EX GRAVEL SHOULDER

WIDTH VARIES

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B.04

SCALE 1" = 5'SCALE 1" = 5'

TYP. EXISTING CROSS SECTION

SYLVAN ROAD

STA 108+47.50 TO STA 108+74.32

ROAD

SB TRAVEL LANE

NB TRAVEL LANE

TYP. EXISTING CROSS SECTION

SYLVAN ROAD

STA 108+74.32 TO STA 109+22.22

SCALE 1" = 5'

TYP. EXISTING CROSS SECTION

SYLVAN ROAD AT RODMAN INTERSECTION

STA 109+22.22 TO STA 109+36.29

SCALE 1" = 5'

EX. P.C.C. PAVEMENT

APPROX. 9.5" DEPTHP.C.C. CURB & GUTT-9"

P.C.C. CURB & GUTT-9"

EX. GREEN SPACE AREA

EX. GREEN SPACE AREA

SB TRAVEL LANE

ROAD

EX. P.C.C. PAVEMENT

APPROX. 9.5" DEPTH

EX. HMA OVERLAY

APPROX. 2" DEPTH

NB TRAVEL LANE

P.C.C. CURB & GUTT-9" P.C.C. CURB & GUTT-9"

EX. GREEN SPACE AREA EX. GREEN SPACE AREA

TYP. EXISTING CROSS SECTION

KINGSBURY DRIVE

SIDEWALK ENDS AT STA 109+23.05

EX. P.C.C. PAVEMENT

APPROX. 9.5" DEPTH

P.C.C. CURB & GUTT-9"

SB TRAVEL LANE

NB TRAVEL LANE

ROAD

EX. GREEN SPACE AREA

EX. GREEN SPACE AREA

WB TRAVEL LANE

EB TRAVEL LANE

EX. P.C.C. PAVEMENT

APPROX. 9.5" DEPTH

ROAD

SCALE 1" = 5'

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APPROX. 18.7'

2.0'

INTERSECTION TRANSITION

WIDTH APPROX. 21.4' TO 66.1'

RAD = 82.7'

2.0'

CURB & GUTT

WIDTH

APPROX. 13.7'

WIDTH

APPROX 13.7'

2.0'

2.0'

CURB & GUTT

4.0'

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SCALE 1" = 5'SCALE 1" = 5'

TYP. EXISTING CROSS SECTION

BUILDING 208 FREIGHT ENTRANCE

EB TRAVEL LANE

WB TRAVEL LANE

TYP. EXISTING CROSS SECTION

BAUMBECK DRIVE

SCALE 1" = 5'

EX. P.C.C. PAVEMENT

APPROX. 9.5" DEPTH

P.C.C. CURB & GUTT-9"

P.C.C. CURB & GUTT-9"

P.C.C. PAVEMENT, 7"

6" CURB & GUTTER EX. GREEN SPACE AREA

EX. HMA OVERLAY

APPROX. 2" DEPTH ROAD

EX. GREEN SPACE AREA EX. GREEN SPACE AREA

EX. RETAINING WALL

EB TRAVEL LANE

WB TRAVEL LANE

EX. P.C.C. PAVEMENT

APPROX. 9.5" DEPTHP.C.C. CURB & GUTT-9" P.C.C. CURB & GUTT-9"

EX. HMA OVERLAY

APPROX. 2" DEPTH

ROAD

EX. SIDEWALK

6" DEPTH

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29.0'

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29.0'

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12.0' 2.5'12.0'2.5'

29.0'

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SCALE 1" = 5'SCALE 1" = 5'

TYP. PROPOSED CROSS SECTION

SYLVAN ROAD

STA 101+51.30 TO STA 102+96.15

SB TRAVEL LANE

NB TRAVEL LANE

P.C.C. PAVEMENT, 7"

PROFILE GRADE

'KT-2' JOINT

6" MODIFIED SUBBASE 6" STAND. CURB & GUTT

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.

6" STAN. CURB & GUTT

NOTE

SEE PLAN & PROFILE

SHEETS SHOWING THE

LIMITS OF TYING INTO THE

EX. GROUND THAT INCLUDE

AREAS OF ROCK SHOULDER

AND TOPSOIL W/ SEED & FERT

TYP. PROPOSED CROSS SECTION

SYLVAN ROAD AT RR TRACKS

STA 102+96.15 TO STA 103+31.89

SB TRAVEL LANE

NB TRAVEL LANE

P.C.C. PAVEMENT, 11"

PROFILE GRADE

6" MODIFIED SUBBASE

6" STAND. CURB & GUTT

6" STAN. CURB & GUTT

PLACE MODIFIED SUBBASE

OUTSIDE CURB. FILL

IN ANY LOW SPOT WITHIN

10' OF THE PROP. TOP OF CURB

PLACE MODIFIED SUBBASE

OUTSIDE CURB. FILL

IN ANY LOW SPOT WITHIN

10' OF THE PROP. TOP OF CURB

NOTE

SEE SUDAS FIGURE 7010.903 (PCC

RAILROAD CROSSING APPROACH)

FOR SPECIFIC CONSTRUCTION OF

THE R.R. CROSSING INCLUDING

CURB HEIGHT TRANSITION.

PAVEMENT CROSS SLOPE MAY

NEED TO BE ADJUSTED IN THE FIELD

TO ENSURE A SMOOTH TRANSITION

THROUGH THE CROSSING.

SCALE 1" = 5'

TYP. PROPOSED CROSS SECTION

SYLVAN ROAD

STA 103+31.89 TO STA 103+41.54

SB TRAVEL LANE

NB TRAVEL LANE

PROFILE GRADE

'KT-2' JOINT

6" STAND. CURB & GUTT6" STAN. CURB & GUTT

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.

SCALE 1" = 5'

PLACE MODIFIED SUBBASE

OUTSIDE CURB. FILL

IN ANY LOW SPOT WITHIN

10' OF THE PROP. TOP OF CURB

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6" CORRUGATED PVC SUBDRAIN

CRUSHED STONE

OR PEA GRAVEL

6" CORRUGATED PVC SUBDRAIN

CRUSHED STONE

OR PEA GRAVEL

P.C.C. PAVEMENT, 7"

6" MODIFIED SUBBASE

PLACE MODIFIED SUBBASE

OUTSIDE CURB. FILL

IN ANY LOW SPOT WITHIN

10' OF THE PROP. TOP OF CURB

PLACE 3" OF TOP SOIL

SEED AND FERTILIZE

PLACE MODIFIED SUBBASE

OUTSIDE CURB. FILL

IN ANY LOW SPOT WITHIN

10' OF THE PROP. TOP OF CURB

SCALE 1" = 5'SCALE 1" = 5'

TYP. PROPOSED CROSS SECTION

SYLVAN ROAD

STA 101+51.30 TO STA 102+96.15

SB TRAVEL LANE

NB TRAVEL LANE

P.C.C. PAVEMENT, 7"

PROFILE GRADE

'KT-2' JOINT

6" MODIFIED SUBBASE 6" STAND. CURB & GUTT

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.

6" STAN. CURB & GUTT

NOTE

SEE PLAN & PROFILE

SHEETS SHOWING THE

LIMITS OF TYING INTO THE

EX. GROUND THAT INCLUDE

AREAS OF ROCK SHOULDER

AND TOPSOIL W/ SEED & FERT

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6" CORRUGATED PVC SUBDRAIN

CRUSHED STONE

OR PEA GRAVEL

PLACE 3" OF TOP SOIL

SEED AND FERTILIZE

PLACE 3" OF TOP SOIL

SEED AND FERTILIZE

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29.0'

0.5'

0.5'

2.0'2.0'

-2.00% -2.00%

12.0' 2.5'12.0'2.5'

29.0'

0.5'

0.5'

2.0' 2.0'

1.50%

WIDTH VARIES

SEE PLAN & PROFILE SHEETS

-2.00% -2.00%

12.0' 2.5'12.0'2.5'

29.0'

0.5'

0.5'

2.0' 2.0'

WIDTH TRANISITION

STA 103+41.79 = 8.4'

STA 103+78.96 = 2'

-2.00% -2.00% 1.50%

12.0' 2.5'12.0'2.5'

29.0'

0.5'

0.5'

2.0' 2.0'

WIDTH VARIES

SEE PLAN & PROFILE SHEETS

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PROFILE GRADE

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6" STAND. CURB & GUTT

6" STAN. CURB & GUTT

SEE PLAN & PROFILE SHEETS

FOR DETAILS ON TIE IN INFORMATION

ALL DISTURBED GREEN SPACE AREA TO

RECEIVE TOPSOIL-SEED & FERT.

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.

SCALE 1" = 5'

TIE INTO THE EX. EDGE OF THE

EX HMA PARKING LOT

ALL DISTURBED GREEN SPACE

AREA TO RECEIVE

TOPOIL-SEED AND FERTILIZE

6" CORRUGATED PVC SUBDRAIN

CRUSHED STONE

OR PEA GRAVEL

P.C.C. PAVEMENT, 7"

6" MODIFIED SUBBASE

TYP. PROPOSED CROSS SECTION

SYLVAN ROAD

STA 105+59.64 TO STA 107+47.80

ROAD

SB TRAVEL LANE

NB TRAVEL LANE

PROFILE GRADE

'KT-2' JOINT

6" STAND. CURB & GUTT

6" STAN. CURB & GUTT EXISTING HMA PAVEMENT

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.

SCALE 1" = 5'

6" CORRUGATED PVC SUBDRAIN

CRUSHED STONE

OR PEA GRAVEL

P.C.C. PAVEMENT, 7"

6" MODIFIED SUBBASE

TYP. PROPOSED CROSS SECTION

SYLVAN ROAD

STA 103+41.54 TO STA 104+49.09

PLACE 3" OF HMA

W/ 6" OF MODIFIED SUBBASE

PLACE MODIFIED SUBBASE

OUTSIDE CURB. FILL

IN ANY LOW SPOT WITHIN

10' OF THE PROP. TOP OF CURB

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SB TRAVEL LANE

NB TRAVEL LANE

PROFILE GRADE

'KT-2' JOINT

6" STAND. CURB & GUTT

6" STAN. CURB & GUTT

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.

SCALE 1" = 5'

6" CORRUGATED PVC SUBDRAIN

CRUSHED STONE

OR PEA GRAVEL

P.C.C. PAVEMENT, 7"

6" MODIFIED SUBBASE

TYP. PROPOSED CROSS SECTION

SYLVAN ROAD

STA 104+49.09 TO STA 104+99.68

P.C.C. PAVEMENT, 7"

MODIFIED SUBBASE, 6"

PLACE MODIFIED SUBBASE

OUTSIDE CURB. FILL

IN ANY LOW SPOT WITHIN

10' OF THE PROP. TOP OF CURB

ROAD

SB TRAVEL LANE

NB TRAVEL LANE

PROFILE GRADE

'KT-2' JOINT

6" STAND. CURB & GUTT

6" STAN. CURB & GUTT

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.

SCALE 1" = 5'

6" CORRUGATED PVC SUBDRAIN

CRUSHED STONE

OR PEA GRAVEL

P.C.C. PAVEMENT, 7"

6" MODIFIED SUBBASE

TYP. PROPOSED CROSS SECTION

SYLVAN ROAD

STA 104+99.68 TO STA 105+59.64

P.C.C. PAVEMENT, 7"

MODIFIED SUBBASE, 6"

ALL DISTURBED GREEN SPACE

AREA TO RECEIVE

TOPOIL-SEED AND FERTILIZE

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41.0'

0.5'

0.5'

2.0'

2.0'

-2.00% -2.00% -2.00%

12.0' 2.5'12.0'2.5'

WDITH TRANSITION

0.0' TO 12.0'

41.0'

0.5'

0.5' 2.0'

2.0'

-2.00% -2.00%

15.9' 2.5'15.9'2.5'

36.8'

0.5'

0.5'

-2.00% -2.00%

11.4' 2.5'11.8'2.5'

28.2'

0.5' 0.5'

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TYP. PROPOSED CROSS SECTION

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SB TRAVEL LANE

NB TRAVEL LANE

PROFILE GRADE

'KT-2' JOINT

6" STAND. CURB & GUTT

6" STAN. CURB & GUTT

SEE CROSS SECTION AND PLAN & PROFILE SHEETS

FOR DETAILS ON TIE IN INFORMATION

ALL DISTURBED GREEN SPACE AREAS TO

RECEIVE TOPSOIL-SEED & FERT.

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.

SCALE 1" = 5'

ALL DISTURBED GREEN

SPACE AREA TO RECEIVE

TOPOIL-SEED & FERT.

SLOPE VARIES NB RT TURN LANE

'KT-2' JOINT

6" CONC SIDEWALK W/

6"X6" WELDED WIRE FABRIC

ON 6" MODIFIED SUBBASE

6" CORRUGATED PVC SUBDRAIN

CRUSHED STONE

OR PEA GRAVEL

P.C.C. PAVEMENT, 7"

6" MODIFIED SUBBASE

TYP. PROPOSED CROSS SECTION

SYLVAN ROAD

STA 107+47.80 TO STA 108+67.80

ROAD

SB TRAVEL LANE

NB TRAVEL LANE

PROFILE GRADE

'KT-2' JOINT

6" STAND. CURB & GUTT6" STAN. CURB & GUTT

SEE CROSS SECTION AND PLAN & PROFILE SHEETS

FOR DETAILS ON TIE IN INFORMATION

ALL DISTURBED GREEN SPACE AREAS TO

RECEIVE TOPSOIL-SEED & FERT.

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.

SCALE 1" = 5'

ALL DISTURBED GREEN

SPACE AREA TO RECEIVE

TOPOIL-SEED & FERT.

SLOPE VARIES

NB RT TURN LANE

'KT-2' JOINT

6" CORRUGATED PVC SUBDRAIN

CRUSHED STONE

OR PEA GRAVEL

P.C.C. PAVEMENT, 7"

6" MODIFIED SUBBASE

NOTE:

P.C.C. SIDEWALK-6'X6" ON 6" MODIFIED

SUBBASE, W/ 6"X6" WELDED WIRE FABRIC

BEGINS AT STA 108+46.29. SEE PLAN AND

PROFILE SHEETS FOR SPECIFIC LOCATIONS.

SCALE 1" = 5'

TYP. PROPOSED CROSS SECTION

KINGSBURY DRIVE

STA 0+00.00 TO STA 0+56.44

EB TRAVEL LANE

WB TRAVEL LANE

P.C.C. PAVEMENT, 7"

PROFILE GRADE

'KT-2' JOINT

6" MODIFIED SUBBASE 6" STAND. CURB & GUTT

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.

6" STAN. CURB & GUTT

NOTE

SEE PLAN & PROFILE

SHEETS SHOWING THE

LIMITS OF TYING INTO THE

EX. GROUND THAT INCLUDE

AREAS OF ROCK SHOULDER

AND TOPSOIL W/ SEED & FERT

ROAD

PLACE 3" OF TOP SOIL

SEED AND FERTILIZE

PLACE MODIFIED SUBBASE

OUTSIDE CURB. FILL

IN ANY LOW SPOT WITHIN

10' OF THE PROP. TOP OF CURB

SCALE 1" = 5'

TYP. PROPOSED CROSS SECTION

PARKING LOT ENTRANCE

STA 0+00.00 TO STA 0+45.80

WB TRAVEL LANE

EB TRAVEL LANE

P.C.C. PAVEMENT, 7"

PROFILE GRADE

'KT-2' JOINT

6" MODIFIED SUBBASE 6" STAND. CURB & GUTT

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.

6" STAN. CURB & GUTT

NOTE

SEE PLAN & PROFILE

SHEETS SHOWING THE

LIMITS OF TYING INTO THE

EX. GROUND THAT INCLUDE

AREAS OF ROCK SHOULDER

AND TOPSOIL W/ SEED & FERT

ROAD

PLACE MODIFIED SUBBASE

OUTSIDE CURB. FILL

IN ANY LOW SPOT WITHIN

10' OF THE PROP. TOP OF CURB

ALL DISTURBED GREEN

SPACE AREA TO RECEIVE

TOPOIL-SEED & FERT.

SLOPE VARIES

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18.9' 2.5'18.1'2.5'

42.0'

0.5'

2.0' 2.0'

-2.00% 1.50%

-2.00%

13.0' 2.5'13.0'2.5'4.0'

31.0'

0.5' 0.5'

2.0'2.0'

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BUILDING 208 FREIGHT ENTRANCE

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'KT-2' JOINT

6" STAND. CURB & GUTT

6" STAN. CURB & GUTT

SEE CROSS SECTION AND PLAN & PROFILE SHEETS

FOR DETAILS ON TIE IN INFORMATION

ALL DISTURBED GREEN SPACE AREAS TO

RECEIVE TOPSOIL-SEED & FERT.

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.

SCALE 1" = 5'

6" CORRUGATED PVC SUBDRAIN

CRUSHED STONE

OR PEA GRAVEL

P.C.C. PAVEMENT, 7"

6" MODIFIED SUBBASE

PROP. RETAINING WALL

SEE SHEET C.06 FOR

SPECIFICS AND DETAILS

MODIFIED SUBBASE, 6"

TYP. PROPOSED CROSS SECTION

BAUMBECK DRIVE

STA 0+00.00 TO STA 0+98.79

ROAD

EB TRAVEL LANE

WB TRAVEL LANE

PROFILE GRADE

'KT-2' JOINT

6" STAND. CURB & GUTT

6" STAN. CURB & GUTT

SEE CROSS SECTION AND PLAN & PROFILE SHEETS

FOR DETAILS ON TIE IN INFORMATION

ALL DISTURBED GREEN SPACE AREAS TO

RECEIVE TOPSOIL-SEED & FERT.

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.

SCALE 1" = 5'

ALL DISTURBED GREEN

SPACE AREA TO RECEIVE

TOPOIL-SEED & FERT.

6" CONC SIDEWALK W/

6"X6" WELDED WIRE FABRIC

ON 6" MODIFIED SUBBASE

6" CORRUGATED PVC SUBDRAIN

CRUSHED STONE

OR PEA GRAVEL

P.C.C. PAVEMENT, 7"

6" MODIFIED SUBBASE

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C.04

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

FILED 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.

GENERAL NOTES

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C.05

SECTION A-A

SECTION C-C

SECTION B-B

MODIFIED SUBBASE, 6"

(COMPACTED)

P.C.C. PAVEMENT, 7"

T.O. SLAB

T.O. SLAB

5'-11"

0'-9"

0'-3"

0'-3"

0'-1

0'-1

0'-9"

1'-6"3'-8"

1'-0"

R-WALL TYPICAL

2'

1'

4'-9"

1'

0'-9"

0'-9"

1'-4"

1'-4"

3'-4"

EX. RETAINING WALL (TYP.)

7" P.C.C.

P.C.C.

P.C.C.

NOTES

1.) REMOVE AND REPLACE THE EX.

PIPE RAILING.

2.)INSTALL NEW PEDESTAL

MOUNTED STAINLESS STEEL

HANDRAIL.

3.) THE HANDRAIL SHALL MATCH

THE EXISTING DIAMETER STEEL PIPE

WELDED TO VERTICAL SUPPORTS

AT THE SAME INTEGRAL AS THE

EXISTING RAIL.

4.) BOTTOM MOUNTING

PEDESTALS FOR RAILING SHALL

CONTAIN 4"X4" X 3

16" (WELD

AROUND) STAINLESS STEEL BASE

PLATES WITH FOUR (4) 1 4"

STAINLESS STEEL CHEM ANCHOR

BOLTS AND EPOXY GROUTED (DO

NOT USE EXPANDABLE TYPE

ANCHORS).

5.) ALL WELDS TO HAVE WELDS

AND SPLATTER GROUND SMOOTH.

6.) ALL HANDRAILS ARE TO BE SCH

40 STAINLESS STELL PIPE AND HAVE

A POWDER COATED FINISH (COLOR

TO BE ARESENAL BRONZETONE).

7.) A JOINT SHALL BE SPACED AT 25'

WITH 1" FIBER EXPANSION

MATERIAL, WITH CAULK AT JOINT.

8.) WHERE POSSIBLE CONTINOUS

#5 BARS SHALL BE DOWELED INTO

THE EXISTING R-WALL.

NOTE

1.) WEEP HOLES SHALL BE PLACED

IN THE NEW RETAINING WALL AT

THE SAME SPACING, HEIGHT AND

DIAMETER AS THE EXISTING

RETAINING WALL.

NO SCALE

NO SCALE

NO SCALE

NO SCALE NO SCALE

AutoCAD SHX Text

REMOVE AND REPLACE EX. PIPE RAILING

AutoCAD SHX Text

EX. GROUND PROFILE

AutoCAD SHX Text

EX. GROUND PROFILE

AutoCAD SHX Text

EX. GROUND PROFILE

AutoCAD SHX Text

#5 @ 12" EA. FACE

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34" CHAMFER

AutoCAD SHX Text #5 @ 12"

AutoCAD SHX Text #5 @ 8"

AutoCAD SHX Text

(5) #6

AutoCAD SHX Text #6 @ 8"

#5 @ 12"

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C.06

GENERAL NOTES

1.) ALL LABOR,EQUIPMENT AND MATERIAL REQUIRED TO CONSTRUCT AND

INSTALL THE ROAD CROSSING PRECAST CONCRETE PANELS SHALL BE

INCLUDED UNDER THE BID ITEM RAILROAD PRECAST CONCRETE PANELS.

2.) THE RAILROAD PANELS SHALL BE CONSTRUCTED WITH NEW TIMBER TIES

UNDERNEATH THE PANEL.

3.) A 6" DIA PERFORATED METAL PIPE IS NOT REQUIRED FOR THIS

INSTALLATION.

4.) THE COMPACTED SUBBALLAST SECTION SHALL CONSIST OF A 6"

MODIFIED SUBBASE.

5.) REMOVE AND REPLACE EXISTING TIES 7" X 8"X 8'-6". ALL TIMBER TIES

SHALL BE STRAIGHT AND FREE OF DEFECTS.

https://rtax.memberclicks.net/assets/docs/rtaspecificationsbooklet.pdf

6.) RAILROAD BALLAST SHALL FOLLOW THE IOWA INTERSTATE RAILROAD

GRADATION #4A 2-1/2" X 3 4" DOLOMITIC LIMESTONE. RAILROAD

BALLAST SHALL MEET THE FOLLOWING STONE PROPERTIES-

BULK SPECIFIC GRAVITY 2.60 TO 2.7

ABSORBTION 1.0% TO 1.96%

DELETERIOUS MATERIALS 0% TO .14%

DEGRADATION 24% TO 34.5%

SODIUM SULFATE SOUNDNESS 1% TO 4.8%

FLAT & ELONGATED PARTICLES 2.5% TO 5%

7.) FINISHED GRADE SHALL MAINTAIN POSITIVE DRAINAGE AWAY FROM THE

CROSSING.

3'

HORIZONTAL CONTROL - NAD 83

POINT #

NORTHING

1766443.4288 1766943.0262 1765925.2174 1766206.8219 1766529.6757 1766733.8905 1766801.5406 1766824.2160

EASTING

2189509.1958 2189512.7998 2189538.0101 2189639.8659 2189613.4979 2189612.3746 2189617.7919 2189608.8482

ELEVATION

575.95 569.20 566.13 570.80 577.80 572.07 569.84 570.04

DESCRIPTION

# 5 REBAR

# 5 REBAR

# 5 REBAR

12" SPIKE

MAGNAIL

12" SPIKE

MAGNAIL

12" SPIKE

CUT "X" ON S. SIDE OF TRAFFIC SIGNAL BASE @ S.E. COR.

OF SYLVAN DR. & RODMAN AVE.

BOLT IN WORD MUELLER ON F.H. LOCATED @ S.E. COR. OF

PARKING LOT ON W. SIDE OF SYLVAN DR.

TBM-1

TBM-2

TBM-3

BOLT IN WORD MUELLER ON F.H. LOCATED @ N.W. COR.

OF SYLVAN DR. & BECK AVE.

DESCRIPTION

VERTICAL DATUM - NAVD 88

ELEVATION

569.97

577.34

568.48

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C.07

HANDHOLE

POWER POLE

STORM MANHOLE

HYDRANT

WATER VALVE

GAS VALVE

STORM INLET

SIGN

L E G E N D

TELEPHONE PEDESTAL

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

WELL

GUY WIRE

POST/BOLLARD

TREE LINE

BENCHMARK

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

NOTE: LOCATIONS OF THE NEW SIGNS CAN BE FOUND IN THE D.06 - D.08.

NOTE: SEE SHEET D.08 FOR LOCATION AND DETAILS.

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RMV EX. INTAKE

GRATE=566.89

INV (E)=565.04

RIM=567.08

INV (N)=564.03

INV (SE)=563.93

INV (W)=565.23

VAULT

RIM=566.65

INV (E)=563.65

BOTTOM=560.35

GRATE=559.87

INV (S,NW)=556.87

GRATE=566.48

INV (E)=564.83

INV (S)=564.78

BECK AVENUE

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2015-3169

D.01

℄ SYLVAN DRIVE

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B.O.P.

BEGIN PAV'T RMVL

STA 100+16.30

P.O.I.

SYLVAN DR STA. 101+51.30

KINGSBURY DR STA 0+56.44

BEGIN EX. FENCE

RMVL- STA 101+80.07 TO 108+78.08

EX. POST & GATE TO REMAIN

REMOVE EX.

PAVEMENT

Feet

0 20 40

REMOVE EX. 12" RCP

24.9 LF

PAV'T RMVL LIMTS

SEE "E SHEETS" FOR ALL EXISTING AND PROPOSED ELECTRICAL INFOMATION.

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12" RCP

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12" RCP

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18" RCP

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24" RCP

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12" RCP

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CONCRETE

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TBM-3

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CONCRETE

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BITUMINOUS

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GRAVEL

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GRAVEL

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RIP-RAP

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RIP-RAP

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GATE

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GATE

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6" PVC

GATE

RMV EX. INTAKE

GRATE=566.89

INV (E)=565.04

GRATE=566.48

INV (E)=564.83

INV (S)=564.78 RIM=576.99

PIPE=571.99

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2015-3169

D.02

REMOVE PAV'T UP TO

R.R. PANEL

STA 103+08.64

RESUME PAV'T REMVL

STA 103+19.13

REMOVE EX. R.R. TRACKS (2 SETS)

UP TO 28' WEST OF PROP. CL

THIS PORTION OF EX. R.R. TRACKS

TO BE REMOVED BY OTHERS

REMOVE EX. JERSEY BARRIERS

STA 103+39.51 TO 106+00.01

℄ SYLVAN DRIVE

REPLACE EX. GATE

℄ SYLVAN DRIVE

Feet

0 20 40

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PAVEMENT

REMOVE EX.

PAVEMENT

REMOVE EX. 12" RCP

24.9 LF

PAV'T RMVL LIMTS

SEE "E SHEETS" FOR ALL EXISTING AND PROPOSED ELECTRICAL INFOMATION.

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12" RCP

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12" RCP

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12" RCP

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CONCRETE

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BITUMINOUS

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BITUMINOUS

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GRAVEL

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GRAVEL

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CONC.

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GATE

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GATE

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EX. JERSEY BARRIERS

AutoCAD SHX Text

6" PVC

RMV INTAKE-FILL EX. PIPE

GRATE=575.50

INV (SE)=572.16

RMV INTAKE-FILL EX. PIPE

GRATE=576.64

INV (E)=572.09

INV (W)=572.14

RMV INTAKE

GRATE=576.39

INV (E)=571.89

INV (NW)=571.99

RMV INTAKE

GRATE=575.48

INV (NE)=569.99

RMV INTAKE-FILL EX. PIPE

GRATE=575.00

INV (E)=569.69

INV (SW)=569.74

RIM=576.99

TOP OF

PIPE=571.99 RIM=576.92

TOP OF

PIPE=569.42

RIM=576.33

RIM=577.35

TOP OF

PIPE=570.65

RIM=576.61

TOP OF

PIPE=570.61

RMV INTAKE-FILL EX. PIPE

GRATE=577.75

INV (N)=571.50

INV (SW)=571.52

RMV INTAKE-FILL EX. PIPE

RIM=577.78

INV (NE)=571.58

TOP OF PIPE (E-W)=572.78

INV (SW)=571.78

RMV INTAKE-FILL EX. PIPE

GRATE=578.09

INV (E)=570.69

INV (S)=570.74

RMV MH-FILL EX. PIPE

RIM=577.50

INV (N)=570.55

INV (SW)=570.60

4" DIP

12" VCP

12" VCP

12" VCP

12" VCP

12" VCP

12" VCP

12" VCP

104+00

105+00

106+00 107+00

0+

1+

1+

0+

0+

576577

105+40.81 90.69'R

579.43' TP

105+59.64 115.31'R

576.87' TP 106+01.65

115.31'R

576.47' TP

105+40.83 75.18'R

579.09' TP

104+49.32 29.63'R

576.76' TP

104+49.08 38.74'R

576.69' TP

104+58.04 38.81'R

576.93' TP

104+77.75 39.49'R

577.29' TP

104+77.69 51.26'R

577.36' TP

104+87.94 51.25'R

577.82' TP

104+98.12 50.82'R

577.72' TP

104+98.13 74.79'R

577.83' TP

RMV INTAKE-FILL EX. PIPE

GRATE=578.27

INV (N)=571.07

INV (S)=571.10

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2015-3169

D.03

REMOVE EX. JERSEY BARRIERS

STA 103+39.51 TO 106+00.01

EX. FENCE RMVL-

STA 103+14.69 TO 108+78.08

℄ SYLVAN DRIVE

POWER/LIGHT POLE

TO BE RELOCTED

SEE PLAN & PROFILE

REMOVE EX. SDEWLK

15.0 SY

REMOVE EX. R.R. TRACKS (2 SETS)

UP TO 28' WEST OF PROP. CL

THIS PORTION OF EX. R.R. TRACKS

TO BE REMOVED BY OTHERS

P.O.I.

SYLVAN DR STA. 104+99.68

PARKING LOT ENT. STA 0+45.80

EX. JO

IN

T

EX. JO

IN

T

EX. JO

IN

T

EX. JOINT

EX. JOINT EX. JOINT

EX. JO

IN

T

EX. JO

IN

T

EX. JO

IN

T

POWER/LIGHT POLE

TO BE RELOCTED

SEE PLAN & PROFILE

RMV & RPLC EX. R-WALL

51.82 LF

SEE SHEET C.06 FOR

R-WALL DETAILS

EX. JOINT

EX. JO

IN

T

PAV'T RMVL LIMITS

END OF PAV'T RMVL

PAV'T RMVL LIMITS

PAV'T RMVL LIMITS

PAV'T RMVL LIMITS

PAV'T RMVL LIMITS

PAV'T RMVL LIMTS

PAV'T RMVL LIMITS

PAV'T RMVL LIMITS

PAV'T RMVL LIMITS

Feet

0 20 40

REMOVE EX.

PAVEMENT

REMOVE EX.

PAVEMENT

RE

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T

RMV EX. 12" RCP STRM SWR

44.3 LF

RMV EX. 12" VCP STRM SWR

16.9 LF

EX. 4" DIP

FILL & PLUG, 45.51 LF

EX. 12"VCP

FILL & PLUG, 36.64 LF

EX. 12" VCP

FILL & PLUG, 45.51 LF

25.14 LF EX. 12" VCP

FILL & PLUG, 34.03 LF

EX. 12" VCP

FILL & PLUG, 19.13LF

EX. 12" VCP

FILL & PLUG, 252.39 LF EX. 12" VCP

FILL & PLUG, 19.48 LF

SEE "E SHEETS" FOR ALL EXISTING AND PROPOSED ELECTRICAL INFOMATION.

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

8" VCP

AutoCAD SHX Text

TBM-2

AutoCAD SHX Text

BITUMINOUS PARKING LOT

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CONCRETE

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CONCRETE

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CONC.

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CONC.

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CONC.

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GATE

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GATE

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EX. JERSEY BARRIERS

EX. JERSEY BARRIERS

RMV INTAKE & RPLACE

GRATE=569.79

INV (E)=567.34

RMV INTAKE

GRATE=568.01

INV (SE)=565.85

INV (W)=565.87

RMV INTAKE

GRATE=568.33

INV (E)=566.16RMV INTAKE-FILL EX. PIPE

GRATE=571.13

INV (E)=571.12

INV (W)=567.17

RMV INTAKE

GRATE=571.18

INV (NE)=566.63

INV (W)=566.68

GRATE=568.95

INV=565.13

INV=563.70

RMV INTAKE

GRATE=569.61

INV =565.41

RMV INTAKE

GRATE=569.73

INV (N)=565.53

INV (S)=565.48

RIM=569.94

RMV INTAKE

GRATE=569.57

INV (N)=565.72

INV (S)=565.67

12" VCP

12" CPP

12" CPP

12" CPP

12" VCP

12" VCP

RO

DM

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2015-3169

D.04

END FENCE REMOVAL

STA 108+78.08

REMOVE EX. LIGHT POLE

POWER/LIGHT POLE

TO BE RELOCTED

SEE PLAN & PROFILE

REMOVE CONC. ENT

58.5 SY

REMOVE EX. SDEWLK

42.4 SY

REMOVE EX. SDEWLK

18.5 SY

REMOVE EX. SDEWLK

51.3 SY

P.O.I.

SYLVAN DR STA: 108+36.51

BAUMBECK AVE: STA 0+98.79

BA

U

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BE

CK

A

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REMOVE EX.

PAVEMENT

POWER/LIGHT POLE

TO BE RELOCTED

SEE PLAN & PROFILE

REMOVE EX. 12" CPP

20.4 LF

RMV EX. 12" CPP STRM SWR

33.9 LF

RMV EX. 12" VCP STRM SWR

37.1 LF

RMV EX. 12" VCP STRM SWR

26.2 LF

RMV EX. 12" VCP STRM SWR

28.9 LF

RMV EX. 12" VCP STRM SWR

6.5 LF

RO

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AVE

E.O.P.

STA 109+36.83

END OF PAV'T RMVL

END OF PAV'T RMVL

RMV EX. 12" CPP STRM SWR

41.1 LF

SEE "E SHEETS" FOR ALL EXISTING AND PROPOSED ELECTRICAL INFOMATION.

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

12" VCP

AutoCAD SHX Text

12" PVC

AutoCAD SHX Text

BITUMINOUS

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BITUMINOUS

AutoCAD SHX Text

TBM-1

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CONCRETE

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SIDEWALK

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SIDEWALK

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SIDEWALK

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SIDEWALK

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SIDEWALK

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CONC.

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CONCRETE

AutoCAD SHX Text

BIKE RACK

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CONC.

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GATE

AutoCAD SHX Text

CONC.

CONC. DRAINAGE WAY

RMV INTAKE

GRATE=568.01

INV (SE)=565.85

INV (W)=565.87

RMV INTAKE

GRATE=568.33

INV (E)=566.16RMV INTAKE-FILL EX. PIPE

GRATE=571.13

INV (E)=571.12

INV (W)=567.17

RMV INTAKE

GRATE=571.18

INV (NE)=566.63

INV (W)=566.68

RIM=570.54

RIM=570.55

RMV INTAKE

GRATE=569.61

INV =565.41

RMV INTAKE

GRATE=569.73

INV (N)=565.53

INV (S)=565.48

RIM=569.94

RMV INTAKE

GRATE=569.57

INV (N)=565.72

INV (S)=565.67

12" VCP

12" CPP

12" CPP

12" VCP

12" VCP

109+53107+00 108+00 109+00

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2015-3169

D.05

REMOVE & RPLC EX. SDEWLK

75 LF, 33.33 SY

BA

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CK

A

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RMV EX. 12" VCP STRM SWR

117.7 LF

Feet

0 20 40

RO

DM

AN

AVE

END FENCE REMOVAL

STA 108+78.08

REMOVE EX. LIGHT POLE

REMOVE EX. SDEWLK

42.4 SY

REMOVE EX. SDEWLK

18.5 SY

P.O.I.

SYLVAN DR STA: 108+36.51

BAUMBECK AVE: STA 0+98.79

REMOVE EX.

PAVEMENT

RMV EX. 12" CPP STRM SWR

33.9 LF

RMV EX. 12" VCP STRM SWR

37.1 LF

RMV EX. 12" VCP STRM SWR

26.2 LF

RMV EX. 12" VCP STRM SWR

28.9 LF

RMV EX. 12" VCP STRM SWR

6.5 LF

RO

DM

AN

AVE

E.O.P.

STA 109+36.83

END OF PAV'T RMVL

END OF PAV'T RMVL

RMV EX. DRIVEWAY ENT

58.5 SY

E.O.P.

STA 109+36.83

END OF PAV'T RMVL

END FENCE REMOVAL

STA 108+78.08

REMOVE EX. LIGHT POLE

REMOVE CONC. ENT

58.5 SY

REMOVE EX. SDEWLK

42.4 SY

REMOVE EX. SDEWLK

18.5 SY

REMOVE EX.

PAVEMENT

RMV EX. 12" CPP STRM SWR

33.9 LF

RMV EX. 12" VCP STRM SWR

37.1 LF

RMV EX. 12" VCP STRM SWR

26.2 LF

RMV EX. 12" VCP STRM SWR

28.9 LF

RMV EX. 12" VCP STRM SWR

6.5 LF

RO

DM

AN

AVE

END OF PAV'T RMVL

RMV EX. 12" CPP STRM SWR

41.1 LF

SEE "E SHEETS" FOR ALL EXISTING AND PROPOSED ELECTRICAL INFOMATION.

AutoCAD SHX Text

12" VCP

AutoCAD SHX Text

BITUMINOUS

AutoCAD SHX Text

TBM-1

AutoCAD SHX Text

CONCRETE

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SIDEWALK

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SIDEWALK

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SIDEWALK

AutoCAD SHX Text

CONC.

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CONCRETE

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BIKE RACK

100+00 101+00

102+00

103+00

0+

0+

(1)-PROP INTAKE SW-501

+33.89, 14.50 L

BOC ELEV.=574.80

INV=570.48 (E)

(2)-PROP INTAKE SW-504

+33.89, 14.50 R

BOC ELEV.=574.94

INV=568.22 (W)

INV=568.12 (S)

(3)-PROP INTAKE SW-504

+94.15, 14.50 R

BOC ELEV.=573.94

INV=567.01 (N)

INV=567.57 (S)

(4)-PROP INTAKE SW-504

+06.16, 14.50 R

BOC ELEV.=570.65

INV=566.25 (N)

INV=566.15 (S)

(5)-PROP INTAKE SW-504

+00.00, 14.50 R

BOC ELEV.=566.44

INV=560.00 (W)

INV=559.90 (S)

INV=560.00 (N)

(6)-PROP INTAKE SW-501

+00.00, 14.50 L

BOC ELEV.=566.44

INV=561.91 (E)

(7)-PROP INTAKE SW-504

+48.29, 49.94 L

BOC ELEV.=563.62

INV=559.00 (SE)

(8)-PROP INTAKE SW-501

+03.83, 39.34 R

BOC ELEV.=563.04

INV=558.00 (N)

INV=556.99 (E)

INV=557.09 (NW)

29 LF - 12" RCP @ 7.81%

40 LF - 12" RCP @ 2.79%

PIPE REQUIRES TRENCHLESS

INSTALLATION STEEL ENCASEMENT

OF THE PIPE IS REQUIRED

88 LF - 12" RCP @ 1.50%

29 LF - 12" RCP @ 6.58%

99 LF - 18" RCP @ 1.91%

156 LF - 18" RCP @ 0.69%

100 LF - 12" RCP @ 1.92%

106 LF - 12" RCP @ 5.79%

R

R

101+06.92

566.28' TP

102+04.16

570.11' TP

100+94.23

565.75' TP

100+45.57

563.82' TP

0+16.65

567.56' TP 0+07.08

567.99' TP

R

R

100+94.23

566.21' BOC

100+45.57

564.28' BOC 101+06.92

566.74' BOC

0+00.00

568.21' BOC

0+00.00

567.76' TP

0+16.65

568.02' BOC

0+07.07

568.45' BOC

0+00.06

568.16' BOC

0+00.07

567.70' TP

102+04.16

570.57' BOC

573572

570569

103+31.89 16.00'R

570 571

3 57

0+

1+

1+

R

R

R

R

CL SYLVAN DRIVE-1 - PROFILE

HORIZ. SCALE: 1" = 10'

VERT. SCALE: 1" = 1'

2.

(E x.

(P ro p.

3.

(E x.

3.

(P ro p.

4.

(E x.

4.

(P ro p.

4.

(E x.

5.

(P ro p.

6.

(E x.

6.

(P ro p.

7.

(E x.

7.

(P ro p.

7.

(E x.

8.

(P ro p.

8.

(E x.

9.

(P ro p.

9.

(E x.

0.

(P ro p.

1.

(E x.

1.

(P ro p.

2.

(E x.

2.

(P ro p.

3.

(E x.

3.

(P ro p.

4.

(E x.

3.

(P ro p.

4.

(E x.

4.

(P ro p.

245.47' @ 3.97%

59.00' @ 2.87%

PVI STA: 102+75.92

PVI EL: 573.20

HIGH PT STA: 102+90.26

HIGH PT EL: 573.61

K: 26.00

LVC: 28.69

STA: 102+61.58

STA: 102+90.26

EL: 572.63'

EL: 573.61'

P L

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PR. NO.

2015-3169

D.06

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PROP CL PROFILE

EX CL PROFILE

B.O.P. STA 100+16.30

℄ SYLVAN DRIVE

P.C.C. PAVEMENT, 7"

MODIFIED SUBBASE, 6"

℄ SYLVAN DRIVE

KI

N

GS

BU

RY

D

RI

VE

P.O.I.

SYLVAN DR STA. 101+51.30

KINGSBURY DR STA 0+56.44

PROP. STOP BAR

STA 100+70.14

PROP. DOUBLE YELLOW

NO PASSING STRIPE

STA 100+70.14

PROP. ROAD CROSSING

W/ PRECAST PANEL

SEE SHEET C.07

PROP. ROAD CROSSING

W/ PRECAST PANEL

SEE SHEET C.07

BEGIN PCC RAILROAD

CROSSING APPROACH

STA 102+96.15

SEE SUDAS FIG. 7010.903

END PCC R.R.

CROSSING APPROACH

STA 103+31.89

NOTE:

1.) ℄ R.R. TRACKS STA 103+13.97

2.) TP = TOP OF PAVEMENT, BOC = BACK OF CURB

B.O.P. = BEGINNING OF PROJECT

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

TOPSOIL AND SEED & FERT.

4.) NO PASSING DOUBLE YELLOW LINE ENDS AT STA.

103+01.65 AND BEGINS AGAIN AT STA. 103+26.39.

5.) SEE "E SHEETS" FOR ALL EXISTING AND PROPOSED

ELECTRICAL INFORMATION.

℄ R.R. TRACKS

STA 103+13.97

30" CURB & GUTT TYP.

BEGIN ℄ PROFILE

STA 100+16.30

PROP. ELEV. = 562.90'

BEGIN DRIVEWAY

DROP CURB

STA 101+13.23 END DRIVEWAY

DROP CURB

STA. 101+81.10

BEGIN DRIVEWAY

DROP CURB

STA 102+61.58

30" CURB & GUTT TYP.

BEGIN PROP.

6.5' CHAIN LINK FENCE

14.5' BOC TO BOC

PLACE CONC DRIVEWAY

P.C.C. PAVEMENT, 7"

MODIFIED SUBBASE, 6"

210.0 SY

PLACE CONC DRIVEWAY

P.C.C. PAVEMENT, 7"

MODIFIED SUBBASE, 6"

64.72 SY

PLACE NEW

STOP SIGN

STA 100+70.71

PLACE NEW

STOP SIGN

PLACE NEW

STREET SIGN

STA 101+24.51 PLACE NEW

R.R. CROSSBUCK

STA 102+79.40

PLACE NEW

R.R. CROSSBUCK

STA 103+48.47

RMV & RPLC

GATE

Feet

0 30 60

DRAIN TILE, 104.44 LF

DRAIN TILE CONNECTION

DRAIN TILE, 67.77 LF

DRAIN TILE CONNECTION

DRAIN TILE, 196.27 LF

DRAIN TILE CONNECT

DRAIN TILE, 102.56 LF

DRAIN TILE

CONNECT

DRAIN TILE, 86.21 LF

AutoCAD SHX Text

BECK AVENUE

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