bid documents12-10-19 call c.7€¦ · callbefore you dig. r 90% design11-01-19 50% design08-30-19...

- XX-XX-XXXX

DRAWING NO.

SCALE INCH

FIRST ST - CITY OF ANN ARBOR

BENCHMARK BOOK

SURVEYREV. NO. DESCRIPTION DR.BYDATE CH.BY

- XX-XX-XXXXKnow what's below.before you dig.Call

R

11-01-1990% DESIGN

08-30-1950% DESIGN

12-10-19BID DOCUMENTS STORM SEWER DETAILS 1

C.7.09

1"=20'

STANDARD MANHOLE (TYPE I)

SINGLE INLET STRUCTURE SD-S-10

UNDERGROUND STORMWATER STORAGECONTROL STRUCTURE (ST-3)

SECTIONPLAN

STONE RESERVOIR DETAIL (NTS)OUTLET 1, 2, 4

STONE RESERVOIR DETAIL (NTS)OUTLET 3

STONE RESERVOIR DETAIL (NTS)OUTLET 5

STORM SEWER DETAILS 2

C.7.10

1"=20'

- XX-XX-XXXX

DRAWING NO.

SCALE INCH


BENCHMARK BOOK



R

11-01-1990% DESIGN

08-30-1950% DESIGN

12-10-19BID DOCUMENTS

ZONE

AE

ZONE

AE

ZONE

AE

ZONE

AE

”

”

”

” ”

ALLEN CREEK DRAIN

ZONE AE

ZONE AE

ZONE

AE

ZONE AE

ZONE AE

ZONE AEZONE X

ZONE X500-YR. FLOODPLAIN OVERLAY

100-YR. FLOODPLAIN OVERLAYZONE AE

ZONE AE

100-YR. F

LOODPLA

IN OVER

LAY

ZONE AE

FLOODPLA

IN OVERLA

Y

500-YR.

- XX-XX-XXXX

DRAWING NO.

SCALE INCH


BENCHMARK BOOK



R

11-01-1990% DESIGN

08-30-1950% DESIGN


C.7.11STORM SEWER PLAN AND PROFILE 1

PROJECT NORTH

MATC

HLIN

E, S

HEET

C.7.

12

MATC

HLIN

E, S

HEET

C.7.

11

1"=20'

”

” ”

”

”

”

”

”

ZONE X

ZONE AE

ZONE X

ZONE X

100-YR. F

LOODPLA

IN OVER

LAY

ZONE AE

FLOODPLA

IN OVERLA

Y

500-YR.

ZONE AE

- XX-XX-XXXX

DRAWING NO.

SCALE INCH


BENCHMARK BOOK



R

11-01-1990% DESIGN

08-30-1950% DESIGN


MATC

HLIN

E, S

HEET

C.7.

11

STORM SEWER PLAN AND PROFILE 2

C.7.12

PROJECT NORTH

1"=20'

MATC

HLIN

E, S

HEET

C.7.

12

MATC

HLIN

E, S

HEET

C.7.

12

MATC

HLIN

E, S

HEET

C.7.

14

STORM SEWER 2 STRUCTURE TABLES

C.7.13

1"=20'

- XX-XX-XXXX

DRAWING NO.

SCALE INCH


BENCHMARK BOOK



R

11-01-1990% DESIGN

08-30-1950% DESIGN


” ”

”

”

P

P

DRAWING NO.

SCALE INCH


BENCHMARK BOOK


Know what's below.before you dig.Call

R

11-01-1990% DESIGN

08-30-1950% DESIGN


C.7.14

1"=20'STORM SEWER PLAN AND PROFILE 3

MATC

HLIN

E, S

HEET

C.7.

12

MATC

HLIN

E, S

HEET

C.7.

14

MATC

HLIN

E, S

HEET

C.7.

14

MATC

HLIN

E, S

HEET

C.7.

15

PROJECT NORTH

”

”

”

”

”

”

ALLEN

CREE

K DRA

IN

”

DRAWING NO.

SCALE INCH


BENCHMARK BOOK



R

11-01-1990% DESIGN

08-30-1950% DESIGN


C.7.15

PROJECT NORTH


MATC

HLIN

E, S

HEET

C.7.

14

MATC

HLIN

E, S

HEET

C.7.

15

MATC

HLIN

E, S

HEET

C.7.

15

MATC

HLIN

E, S

HEET

C.7.

17

C.7.16

1"=20'STORM SEWER 4 STRUCTURE TABLESDRAWING NO.

SCALE INCH


BENCHMARK BOOK



R

11-01-1990% DESIGN

08-30-1950% DESIGN


”

”

”

P

ZONE X

ZONE AE

ZONE AE

ZONE AE

ZONE AE

ZONE X

ZONE X

ZONE X

ZONE AE

ZONE AE

ZONE AE

100-Y

R. FL

OODP

LAIN

OVE

RLAY

500-Y

R. FL

OODP

LAIN

OVE

RLAY

100-YR. FLOODPLAIN OVERLAY


ZONE AE

- XX-XX-XXXX

DRAWING NO.

SCALE INCH


BENCHMARK BOOK



R

11-01-1990% DESIGN

08-30-1950% DESIGN


MATC

HLIN

E, S

HEET

C.7.

15

MATC

HLIN

E, S

HEET

C.7.

17

MATC

HLIN

E, S

HEET

C.7.

17

MATC

HLIN

E, S

HEET

C.7.

18

C.7.17

PROJECT NORTH


”

”

”

”

”

MISSED MH ANDCURB INLET



- XX-XX-XXXX

DRAWING NO.

SCALE INCH


BENCHMARK BOOK



R

11-01-1990% DESIGN

08-30-1950% DESIGN


MATC

HLIN

E, S

HEET

C.7.

17

MATC

HLIN

E, S

HEET

C.7.

18

MATC

HLIN

E, S

HEET

C.7.

18

MATC

HLIN

E, S

HEET

####

##

PROJECT NORTH


C.7.18

”

”

”

FIRST STREET

ALLEN CREEK DRAIN

ZONE AE

ZONE AE

ZONE AE


100-YR. FLOODPLAIN OVERLAYZONE AE

ZONE AE

WATER MAIN STRUCTURE TABLE


- XX-XX-XXXX

DRAWING NO.

SCALE INCH


BENCHMARK BOOK



R

11-01-1990% DESIGN

08-30-1950% DESIGN


C.8.01

WATER MAIN PLAN AND PROFILE 1

PROJECT NORTH

1"=20'

REMOVAL KEY

KEY DESCRIPTION

ONLY

”

” ”

”

”

”

FIRST STREET

MILL

ER S

T.

ZONE AEZONE X

ZONE AE

ZONE X

ZONE X

100-YR. F

LOODPLA

IN OVER

LAY

ZONE AE

FLOODPLA

IN OVERLA

Y

500-YR.

ZONE AE

WATER MAIN STRUCTURE TABLE WATER MAIN STRUCTURE TABLE

WATER MAIN STRUCTURE TABLE WATER MAIN STRUCTURE TABLE

- XX-XX-XXXX

DRAWING NO.

SCALE INCH


BENCHMARK BOOK



R

11-01-1990% DESIGN

08-30-1950% DESIGN


C.8.02


PROJECT NORTH

1"=20'

REMOVAL KEY

KEY DESCRIPTION

”

”

HURO

N ST

.

ANN

ST.




- XX-XX-XXXX

DRAWING NO.

SCALE INCH


BENCHMARK BOOK



R

11-01-1990% DESIGN

08-30-1950% DESIGN


C.8.03


PROJECT NORTH

1"=20'

REMOVAL KEY

KEY DESCRIPTION

” ”

”

”

”

”

”

FIRST STREET

FIRST STREET

WAS

HING

TON

ST.

P

P

100-Y

R. FL

OODP

LAIN

OVE

RLAY

500-Y

R. FL

OODP

LAIN

OVE

RLAY

ZONE

X





- XX-XX-XXXX

DRAWING NO.

SCALE INCH


BENCHMARK BOOK



R

11-01-1990% DESIGN

08-30-1950% DESIGN


C.8.04


PROJECT NORTH

1"=20'

REMOVAL KEY

KEY DESCRIPTION

ONLYONLY

”

”

FIRST STREET

LIBERTY ST.

ALLEN

CREE

K DRA

IN

”

ZONE AE

ZONE AE

100-Y

R. FL

OODP

LAIN

OVE

RLAY

500-Y

R. FL

OODP

LAIN

OVE

RLAY

ZONE

X

ZONE

AE

ZONE AE



- XX-XX-XXXX

DRAWING NO.

SCALE INCH


BENCHMARK BOOK



R

11-01-1990% DESIGN

08-30-1950% DESIGN


C.8.05


PROJECT NORTH

1"=20'

REMOVAL KEY

KEY DESCRIPTION

ZONE AE

ZONE X

ZONE X


ZONE AE

FLOODPLAIN OVERLAY

500-YR.

ZONE AE

DRAWING NO.

SCALE INCH


BENCHMARK BOOK



R

11-01-1990% DESIGN

08-30-1950% DESIGN


PROJECT NORTH

1"=20'

C.8.06

WATER MAIN CONNECTIONSPLAN AND PROFILE 6

ZONE AE

ZONE X

ZONE AE

ZONE AEZONE X



DRAWING NO.

SCALE INCH


BENCHMARK BOOK



R

11-01-1990% DESIGN

08-30-1950% DESIGN


PROJECT NORTH

1"=20'

C.8.07


P


500-YR. FLOODPLAIN OVERLAYZONE X

ZONE AE

P

DRAWING NO.

SCALE INCH


BENCHMARK BOOK



R

11-01-1990% DESIGN

08-30-1950% DESIGN


C.8.08


PROJECT NORTH

1"=20'

FIRE HYDRANT ASSEMBLY

CONCRETE UTILITY SADDLE

MANHOLE CASTING ADJUSTMENT SD-GU-6

POLYETHYLENE ENCASEMENT(WET INSTALLATION)

POLYETHYLENE ENCASEMENT(DRY INSTALLATION)

THRUST BLOCK SD-W-2GATE WELL FOR MAIN 16" & SMALLER SD-W-3

TOP VIEW

STRUCTURE PLATE SD-GU-8

TRENCH DETAIL IWATER VALVE BOX ADJUSTMENT

- XX-XX-XXXX

DRAWING NO.

SCALE INCH


BENCHMARK BOOK



R

11-01-1990% DESIGN

08-30-1950% DESIGN


C.8.09

WATER MAIN DETAILS

”

ALLEN CREEK DRAIN

ZONE

AE

ZONE AE

ZONE AE

ZONE AE

ZONE AE

”

ALLEN CREEK DRAIN

ZONE

AE

ZONE AE

ZONE AE

ZONE AE

ZONE AE

3+00

4+00

5+00

6+00

FIRST STREET

KING

SLEY

ST.

FIRST STREET

KING

SLEY

ST.

3+00

4+00

5+00

6+00

781.18 M.E.±

780.94 M.E.±

779.95 M.E.±

779.30779.58

785.00 M.E.±

780.02

785.35 M.E.±

780.22785.38

780.13

780.03780.00

779.79

779.92

780.21

G/C 780.62

G/C 780.71

G/C 780.82

G/C 779.98

780.47 M.E.±780.91 M.E.±

780.99 M.E.±

780.89 M.E.±

780.58 M.E.±780.52

781.02 M.E.±780.84

G/C 780.30

G/C 780.22

G/C 780.45

G/C 780.40

T/C 780.79T/C 780.83

T/C 780.57T/C 780.91

3+00

4+00

5+00

6+00

MATC

HLIN

E, S

HEET

C.9.

01

MATC

HLIN

E, S

HEET

C.9.

02

782.50 M.E.± 782.87 M.E.±

G/C 780.33

G/C 780.40G/C 780.41

T/C 781.30

T/C 780.47

T/C 781.21T/C 781.12

T/C 780.90

T/C 780.95

T/C 780.72 T/C 780.79T/C 781.28

T/C 781.29 T/C 781.73

T/C 782.00T/C 782.24

T/C 782.59T/C 782.56

T/C 782.28G/C 782.29

G/C 782.02G/C 781.24

G/C 781.29 G/C 781.71

G/C 782.10

G/C 782.60

T/C 780.50

T/C 780.24

T/C 780.34

T/C 780.55G/C 780.05

G/C 780.03

G/C 779.74

G/C 780.00

1"=20'

DRAWING NO.

SCALE INCH

FIRST ST STREETSCAPE - CITY OF ANN ARBOR

BENCHMARK BOOK


50% DESIGN 08-30-2019

90% DESIGN 11-01-2019


R

BID DOCUMENTS 12-10-2019

PROJECT NORTH

C.9.01

GRADING PLAN 1

”

”

”

”

”

ZONE AE

ZONE AE

ZONE X

ZONE X



100-YR. FL

OODPLAI

N OVERLA

YFLOODPLA

IN OVERLA

Y

500-YR.

”

”

”

”

”

ZONE AE

ZONE AE

ZONE X

ZONE X



100-YR. FL

OODPLAI

N OVERLA

YFLOODPLA

IN OVERLA

Y

500-YR.

7+00

8+00

9+00

MATC

HLIN

E, S

HEET

C.9.

02

MATC

HLIN

E, S

HEET

C.9.

03

7+00

8+00

9+00

7+00

8+00

9+00

MATC

HLIN

E, S

HEET

C.9.

01

MATC

HLIN

E, S

HEET

C.9.

02

784.01 M.E.± 784.62 M.E.±785.55 M.E.±

785.48 M.E.±

786.15 M.E.±

786.12 M.E.± 787.72 M.E.±

787.70 M.E.± 788.58 M.E.±

788.63 M.E.±

784.76 M.E.±785.19 M.E.±

785.21 M.E.±785.23 M.E.±

785.00 M.E.±785.21 M.E.±

785.08 M.E.±

784.38 M.E.±783.83 M.E.±

787.54 M.E.±

787.68 M.E.±

787.69 M.E.±788.76 M.E.±

788.55 M.E.±

787.98 M.E.±

789.83 M.E.±791.35 M.E.±

G/C 784.23

G/C 784.35

T/C 784.68

T/C 784.59

784.18

784.09 784.73

784.80

784.81

1"=20'

DRAWING NO.

SCALE INCH


BENCHMARK BOOK


50% DESIGN 08-30-2019

90% DESIGN 11-01-2019


R


PROJECT NORTH

C.9.02

GRADING PLAN 2

”

”

”

”

”

ZONE X

100-YR. FL

OODPLAI

N OVERLA

YFLOODPLA

IN OVERLA

Y

500-YR.

ZONE AE

”

”

”

”

”

ZONE X

100-YR. FL

OODPLAI

N OVERLA

YFLOODPLA

IN OVERLA

Y

500-YR.

ZONE AE

9+00

10+0

0

11+0

0

12+0

0

FIRST STREET

MILL

ER S

T.

EHH

EHH

EHH

MATC

HLIN

E, S

HEET

C.9.

02

MATC

HLIN

E, S

HEET

C.9.

03

FIRST STREET

MILL

ER S

T.

9+00

10+0

0

11+0

0

12+0

0

796.19 M.E.±796.14 M.E.±

794.87 M.E.± 794.94

795.58 M.E.±795.42 M.E.±

794.81

794.41 794.51

794.51794.80

9+00

10+0

0

11+0

0

12+0

0

794.877.0%

3.3%1.5%1.5%

MATC

HLIN

E, S

HEET

C.9.

03

MATC

HLIN

E, S

HEET

C.9.

04

799.94 M.E.± 800.47 M.E.±804.11 M.E.± 804.96 M.E.±802.40 M.E.± 806.68 M.E.±

806.97 M.E.±

806.63 M.E.±808.69 M.E.±

796.46 M.E.±799.28 M.E.± 800.06 M.E.± 801.38 M.E.±

801.44 M.E.±801.08 M.E.±

801.12 M.E.±

800.02 M.E.±799.23 M.E.±796.44 M.E.±

796.81 M.E.±796.31 M.E.±

803.66 M.E.± 804.30 M.E.±

804.32 M.E.±803.64 M.E.±

T/C 794.40 T/C 794.46

T/C 794.86

T/C 794.89G/C 795.11

G/C 794.80

G/C 794.39G/C 793.65

1"=20'

DRAWING NO.

SCALE INCH


BENCHMARK BOOK


50% DESIGN 08-30-2019

90% DESIGN 11-01-2019


R

BID DOCUMENTS 12-10-2019GRADING PLAN 3

PROJECT NORTH

C.9.03

”

”

”

”

13+0

0

14+0

0

15+0

0

ANN

ST.

MATC

HLIN

E, S

HEET

C.9.

04

MATC

HLIN

E, S

HEET

C.9.

05

ANN

ST.

13+0

0

14+0

0

15+0

0

811.78 M.E.±811.79 M.E.±

811.80

809.49810.98 M.E.±

810.77 M.E.±

810.83 M.E.±

810.20 M.E.±

809.42809.48

808.86808.77

809.92809.97

809.56 810.82

810.77

810.07 810.36

810.45 810.53

810.53 810.60

812.51 812.62

813.29 M.E.±

813.11 M.E.±

807.03 M.E.±

806.96 M.E.±807.21

807.30 M.E.±

806.37 M.E.± 806.45 M.E.±

807.24

806.92

807.11807.30

807.60807.14

809.06

808.74

809.30

809.34

809.39

809.86809.99

809.83

810.61

13+0

0

14+0

0

15+0

0

B/W 809.41

811.46 M.E.±

811.56 M.E.±811.65 M.E.±

7.0%

4.4%0.1%

1.5%

0.6%

3.6%

0.9%

1.3%

6.9%

4.9%

0.2%

1.5%

4.3%

5.4%

1.5%

1.5%

MATC

HLIN

E, S

HEET

C.9.

03

MATC

HLIN

E, S

HEET

C.9.

04

814.40 M.E.±

814.21 M.E.±

814.85 M.E.±

814.73 M.E.±

812.08 M.E.±

812.07 M.E.±

812.19 M.E.± 812.48 M.E.± 812.58 M.E.± 812.84 M.E.±

812.48 M.E.± 812.58 M.E.± 812.99 M.E.± 813.31 M.E.±

813.46 M.E.± 813.63 M.E.±

813.73 M.E.±

814.00 M.E.± 814.30 M.E.±

814.41 M.E.±814.11 M.E.±

814.37 M.E.±

814.47 M.E.±

G/C 808.69

G/C 809.13

G/C 809.83

G/C 810.13G/C 811.00

G/C 810.30

G/C 810.23

G/C 809.76

G/C 809.19G/C 807.11

G/C 807.47

G/C 807.70

G/C 807.50

T/C 808.85

T/C 809.37

T/C 809.87

T/C 810.61T/C 810.98

T/C 807.46

T/C 807.65

T/C 807.44

T/C 807.09

T/C 809.22

T/C 809.73

T/C 810.38

T/C 810.54T/C 812.86

T/C 813.29 T/C 813.46 T/C 813.85G/C 812.63 G/C 812.93 G/C 813.12 G/C 813.57812.99

813.20

813.53

813.80

T/W 810.90T/W 810.90

T/W 810.90T/W 810.90

T/W 810.90

1"=20'

DRAWING NO.

SCALE INCH


BENCHMARK BOOK


50% DESIGN 08-30-2019

90% DESIGN 11-01-2019


R


PROJECT NORTH

C.9.04

PP

16+0

0

17+0

0

18+0

0FIRST STREET

HURO

N ST

.

MATC

HLIN

E, S

HEET

C.9.

04

MATC

HLIN

E, S

HEET

C.9.

05

FIRST STREET

HURO

N ST

.

16+0

0

17+0

0

18+0

0

816.63 M.E.±

816.34 M.E.±816.55 M.E.±

816.36 M.E.±

816.27

815.94815.83

815.96

816.18

816.78 M.E.±816.87 M.E.±

815.59815.49815.67 815.68

815.65

815.80

815.77 815.79816.07 M.E.±

816.13 M.E.±

817.90

815.84

16+0

0

17+0

0

18+0

0

816.27

816.19

3.3%

6.7%

1.5%

1.5%

1.3%

2.5% 1.0%

0.2%

MATC

HLIN

E, S

HEET

C.9.

05

MATC

HLIN

E, S

HEET

C.9.

06

813.57 M.E.±

813.75 M.E.± 813.66 M.E.±

814.62 M.E.±

814.04 M.E.±

814.16 M.E.±

G/C 815.73

G/C 816.30G/C 816.68

G/C 815.50T/C 815.86

T/C 816.30T/C 816.68

T/C 815.96 T/C 816.30G/C 816.27G/C 815.80

815.87 816.26

1"=20'

DRAWING NO.

SCALE INCH


BENCHMARK BOOK


50% DESIGN 08-30-2019

90% DESIGN 11-01-2019


R


PROJECT NORTH

C.9.05

”

”

”

”

”

”

P

500-Y

R. FL

OODP

LAIN

OVE

RLAY

”

”

”

”

”

”

P

500-Y

R. FL

OODP

LAIN

OVE

RLAY

19+0

0

20+0

0

21+0

0

22+0

0

WAS

HING

TON

ST.

MATC

HLIN

E, S

HEET

C.9.

06

MATC

HLIN

E, S

HEET

C.9.

07

WAS

HING

TON

ST.

19+0

0

20+0

0

21+0

0

22+0

0

816.63 M.E.± 816.70 M.E.±

816.19816.70

815.92

815.84

816.00

815.66

815.75815.35815.44

814.97

814.67

814.45 814.34814.59

814.54

814.61 M.E.±

815.08 M.E.±

815.64 M.E.±

812.27

812.45

812.43

812.36

812.72

812.62

812.69

812.62

812.51

812.52

811.75 M.E.±

813.88813.73

813.68813.59

813.28

813.53

813.41 M.E.±

813.17

813.55 M.E.±

813.61

19+0

0

20+0

0

21+0

0

22+0

0

815.83

7.4%

1.1%

0.5%5.1%

1.3%

4.1%

0.7%

0.4%

3.7%

814.62

815.03 M.E.±

2.6%

5.1%1.5% 1.5%

813.55 813.46

1.1%

2.3%1.2%

0.3%

MATC

HLIN

E, S

HEET

C.9.

05

MATC

HLIN

E, S

HEET

C.9.

06

810.80 M.E.± 810.33 M.E.±

814.45 M.E.±810.28 M.E.± 809.94 M.E.±

809.83 M.E.±

809.90 M.E.±809.95 M.E.±

G/C 815.52

G/C 816.08

G/C 814.58

G/C 813.60G/C 813.49

G/C 813.29 G/C 812.82

G/C 812.99

G/C 812.77 G/C 812.99

G/C 814.26

G/C 815.00

T/C 815.64

T/C 816.09

T/C 814.99

T/C 814.42

T/C 812.97T/C 812.76

T/C 812.97

T/C 812.82

T/C 813.30

T/C 813.49T/C 813.60

T/C 814.72

1"=20'

DRAWING NO.

SCALE INCH


BENCHMARK BOOK


50% DESIGN 08-30-2019

90% DESIGN 11-01-2019


R


PROJECT NORTH

C.9.06

”

”

”

ALLEN

CREEK

DRAIN

”

ZONE AE

ZONE AE

100-Y

R. FL

OODP

LAIN

OVE

RLAY

500-Y

R. FL

OODP

LAIN

OVE

RLAY

ZONE

X

ZONE

AE

ZONE AE

ZONE AE

”

”

”

”

ALLEN

CREEK

DRAIN

”

ZONE AE

ZONE AE

100-Y

R. FL

OODP

LAIN

OVE

RLAY

500-Y

R. FL

OODP

LAIN

OVE

RLAY

ZONE

X

ZONE

AE

ZONE AE

ZONE AE

”

22+0

0

23+0

0

24+0

0

25+0

0

LIBER

TY S

T.FIRST STREET

LIBERTY ST.

P

P

MATC

HLIN

E, S

HEET

C.9.

06

MATC

HLIN

E, S

HEET

C.9.

07

MATC

HLIN

E, S

HEET

C.9.

07

MATC

HLIN

E, S

HEET

C.9.

08

RR

LIBER

TY S

T.FIRST STREET

LIBERTY ST.

22+0

0

23+0

0

24+0

0

25+0

0

810.60

811.16

810.84

810.29

809.52

809.50

809.39

809.41809.50

809.72

809.65

809.84

809.79

809.11

809.35

809.71809.42

810.83810.72

808.86

808.24

808.38

808.08

808.30 M.E.±808.10 M.E.±

808.01807.31

807.27

807.50 807.48

807.96 M.E.±807.84 M.E.±

807.88807.81

807.76807.87

807.97

808.02808.01

807.91

807.90

807.78

808.05808.11

808.44 808.45

808.14

808.06

808.23 M.E.±

807.89 M.E.±

807.69

807.59

808.12808.13

807.66

808.17

808.21 M.E.±808.08 M.E.± 808.12

807.96 M.E.±807.99

807.97

807.90807.92

807.69807.71

807.62 807.65

22+0

0

23+0

0

24+0

0

25+0

0

6.4%

5.1%0.8%

1.3%

809.30 M.E.±

5.3%

807.62

807.99

0.3%

808.04

807.87

807.77808.01

1.6%

0.6%

1.1%

1.5%

4.3% 0.7%

1.8%

6.5%

0.1%

6.6%

808.88 M.E.± 808.78 M.E.± 808.84 M.E.± 808.64 M.E.±

811.20 M.E.±811.19 M.E.±810.97 M.E.±

809.15 M.E.±

809.53 M.E.±

808.41 M.E.±

807.13 M.E.±

807.57 M.E.± 807.63 M.E.±

807.22 M.E.±

G/C 809.46

G/C 807.84 G/C 807.67

G/C 807.53

G/C 807.78

G/C 808.01

G/C 808.01

G/C 807.98

G/C 807.91

G/C 808.75

G/C 808.17

G/C 807.68

G/C 807.47

T/C 808.34 T/C 808.17

T/C 808.03

T/C 808.28 T/C 808.01

T/C 808.00

T/C 807.97

T/C 808.24

T/C 807.85

T/C 807.63

T/C 807.56T/C 807.56

T/C 808.75

T/C 809.57

T/C 810.00

G/C 807.39 G/C 807.39807.29807.23

808.81

808.07

808.32

808.73

808.57 808.64

808.18

807.99808.29

808.16T/C 808.61T/C 808.73

T/C 808.67

T/C 808.65

1"=20'

DRAWING NO.

SCALE INCH


BENCHMARK BOOK


50% DESIGN 08-30-2019

90% DESIGN 11-01-2019


R


PROJECT NORTH

C.9.07

ZONE AE ZONE AE

ZONE AE

ALLE

N CRE

EK DR

AIN

ZONE AE ZONE AE

ZONE AE

ALLE

N CRE

EK DR

AIN

26+0

0

27+0

0 28+0

0

FIRST STREET

MATC

HLIN

E, S

HEET

C.9.

07

MATC

HLIN

E, S

HEET

C.9.

08

RR

FIRST STREET

26+0

0

27+0

0 28+0

0

26+0

0

27+0

0 28+0

0

MATC

HLIN

E, S

HEET

C.9.

08

MATC

HLIN

E, S

HEET

C.9.

09

807.53 M.E.±

807.47 M.E.± 807.69 M.E.±

807.77 M.E.±

T/C 807.32 T/C 807.56G/C 807.15 G/C 807.50

807.13 807.34

T/C 809.03

1"=20'

DRAWING NO.

SCALE INCH


BENCHMARK BOOK


50% DESIGN 08-30-2019

90% DESIGN 11-01-2019


R


PROJECT NORTH

C.9.08

P

ZONE AE

ZONE AEZONE X

ZONE AE

P

ZONE AE

ZONE AEZONE X

ZONE AE29+0

0W

ILLIA

M ST

.

WILL

IAM

ST.

29+0

0

809.19 M.E.±

809.19 M.E.±

809.07

809.09

809.04

809.10809.05 M.E.±

809.04

809.05

808.97 M.E.±

808.99808.83

810.46 810.66

810.99 811.03

811.34 811.41

811.41811.44 M.E.±

811.36 M.E.±

811.27 M.E.±

811.32

811.35

811.24

811.18

811.84 M.E.±811.80 M.E.±

29+0

0

7.5%

2.1%1.4%

0.1%

0.5%

0.6%

0.3%0.7%

MATC

HLIN

E, S

HEET

C.9.

08

MATC

HLIN

E, S

HEET

C.9.

09

811.99 M.E.±

G/C 809.03

G/C 809.00

G/C 810.30G/C 810.58

T/C 810.34

T/C 810.61

T/C 809.03

T/C 809.00

1"=20'

DRAWING NO.

SCALE INCH


BENCHMARK BOOK


50% DESIGN 08-30-2019

90% DESIGN 11-01-2019


R


PROJECT NORTH

C.9.09

” ”

35+0

0 36+

00

37+0

0

JEFF

ERSO

N ST

.

JEFF

ERSO

N ST

.JE

FFER

SON

ST.

35+0

0 36+

00

37+0

0

820.14 M.E.±

819.99 M.E.±

820.07 M.E.±

819.88 819.44

819.58819.90819.98

820.35 M.E.±

820.35 M.E.±

819.84

819.84

819.16

819.19819.51

819.50

819.58 M.E.± 819.60 M.E.±

819.57 M.E.±

819.54

820.05 M.E.±

820.00 M.E.±

819.46 M.E.±

819.42 M.E.± 819.35 819.29

819.21 M.E.±

819.11 M.E.±

819.01 818.95

818.34 818.28

818.18818.11

819.09 818.82819.13 819.11

819.04 M.E.±

819.10 M.E.±819.21 M.E.±

819.16819.11818.55

818.64819.14

819.30 M.E.±819.36 M.E.±819.26 M.E.±

819.06

819.05819.73

819.64

820.16 M.E.±

820.07 M.E.±819.76 M.E.±

819.75

820.07 M.E.± 820.02 M.E.±

820.77 M.E.± 820.85 M.E.±

820.07 820.11

819.77 819.75

35+0

0 36+

00

37+0

0

3.1%

5.8%1.7%

0.2% 6.3%

0.7%1.3%

6.7%

0.6%

1.3%

5.7%

0.2% 1.2%

7.4%

1.5%

0.8%

6.8%

6.6%

1.2% 0.2%

820.28 M.E.±820.46 M.E.±

820.80 M.E.±821.06 M.E.±

1"=20'

DRAWING NO.

SCALE INCH


BENCHMARK BOOK


50% DESIGN 08-30-2019

90% DESIGN 11-01-2019


R


PROJECT NORTH

C.9.10

ONLY”

”

”

”

”

ALLEN CREEK DRAIN

ZONE AE

100-YR. FLOODPLAIN OVERLAYZONE X

ZONE

AE

ZONE AE

ZONE X

ZONE AE

ZONE AE

ZONE AE

ZONE X

ZONE X



ZONE AE

ZONE AE

ZONE AE

100-YR. FL

OODPLAI

N OVERLA

YFLOODPLA

IN OVERLA

Y

500-YR.

MATC

HLIN

E, S

HEET

C.10

.01

MATC

HLIN

E, S

HEET

C.10

.02

FIRST STREET

KING

SLEY

ST.

3+00

4+00

5+00

6+00

7+00

8+00

9+00

P

12"x18"

R08-03R7-201P

P 12"x18"

R08-03R7-201P

P 12"x18"

R08-03R7-201P

P 12"x18"

R08-03R7-201P

12"x6"

18"x18"

W11-2

12"x6"

18"x18"

W11-2

18"x18"

18"x18"

W11-2

W11-2

24"x24"

BIKE

LANE

R7-9a

24"x12"

W1-7

1

3

10

1

2

99

9 10

7

8

2

PAVT MRKG 4 IN SOLID YELLOW, TYP.

PAVT MRKG 4 IN SOLID WHITE, TYP.

PAVT MRKG OVLY COLD PLASTIC BIKE SYM., TYP.

PAVT MRKG OVLY COLD PLASTIC RAILROAD SYM.,TYP.PAVT MRKG OVLY COLD PLASTIC SHARROW SYM.,TYP.PAVT MRKG OVLY COLD PLASTIC TURN ARROWSYM., TYP.PAVT MRKG THERMOPL 12 INCH STOP BAR ORCROSSWALK, TYP.PAVT MRKG THERMOPL 18 INCH STOP BAR, TYP.

PAVT MRKG MMA ACRYLIC 24 INCH DRIVECROSSING GREEN, TYP.PAVT MRKG MMA ACRYLIC BIKE LANE GREEN, TYP.

PAVT MRKG THERMOPL 18 INCH X 18 INCHBIKEWAY MARKS, TYP.

1 11

2

3

4

5

6

7

8

9

10

SIGNAGE AND STRIPING PLAN 1 1"=20'DRAWING NO.

SCALE INCH


BENCHMARK BOOK


50% DESIGN 08-30-2019

90% DESIGN 11-01-2019


R


PROJECT NORTH

C.10.01

LEGEND

SIGNAGE AND STRIPING PLAN 1

”

”

”

”

”

”

”

ZONE AE

ZONE X

ZONE X

ZONE AE

100-YR. FL

OODPLAI

N OVERLA

YFLOODPLA

IN OVERLA

Y

500-YR.

ZONE AE

MATC

HLIN

E, S

HEET

C.10

.01

MATC

HLIN

E, S

HEET

C.10

.02

MATC

HLIN

E, S

HEET

C.10

.02

MATC

HLIN

E, S

HEET

C.10

.03

FIRST STREET

ANN

ST.

MILL

ER S

T.

9+00

10+0

0

11+0

0

12+0

0

13+0

0

14+0

0

15+0

0

24"x24"24"x24"

24"x24"

R10-11b

24"x24"

R10-11b

24"x24"

R10-11b

24"x24"

R10-11b

24"x24"

R10-11b

24"x24"

R10-11b

24"x24"

R10-11b

24"x24"

R10-11b

P 12"x18"

R08-03R7-201P

BIKE

LANE

R7-9a

BIKE

LANE

R7-9a24"x12"

W1-7

24"x12"

W1-7

P 12"x18"

R08-03R7-201P

P 12"x18"

R08-03R7-201P

KEEP EXISTING STOP SIGNAND STREET NAMES

KEEP EXISTINGSTOP SIGN

KEEP EXISTING PEDESTRIANCROSSING AHEAD SIGN

P

12"x18"

R08-03R7-201P

NO

PARKING

5 MINUTE LIMITLOADING AND

UNLOADING ZONE24 HRS A DAYTOW AWAY ZONE

12"x18"

12"x6"

18"x18"

W11-2

9

99

1010 10

10

10

10

10

8

8

311

11

7

7

8

6

NO

PARKING



12"x18"







1 11

2

3

4

5

6

7

8

9

10

1"=20'

DRAWING NO.

SCALE INCH


BENCHMARK BOOK


50% DESIGN 08-30-2019

90% DESIGN 11-01-2019


R

BID DOCUMENTS 12-10-2019SIGNAGE AND STRIPING PLAN 2

PROJECT NORTH

C.10.02

LEGEND

”

”

”

”

P P

MATC

HLIN

E, S

HEET

C.10

.02

MATC

HLIN

E, S

HEET

C.10

.03

MATC

HLIN

E, S

HEET

C.10

.03

MATC

HLIN

E, S

HEET

C.10

.04

FIRST STREET

WAS

HING

TON

ST.

HURO

N ST

.

15+0

0

16+0

0

17+0

0

18+0

0

19+0

0

20+0

0

21+0

0

P

12"x18"

R08-03R7-201P

P

12"x18"

R08-03R7-201P

24"x24"

R10-11b

24"x24"

R10-11b

24"x24"

R10-11b

24"x24"

R10-11b

24"x24"

R10-11b 24"x24"

R10-11b

P 12"x18"

R08-03R7-201P

BIKE

LANE

R7-9a

24"x12"

W1-7

24"x12"

W1-7

24"x24"

R10-11b

24"x24"

R10-11b

24"x24"

R10-11b24"x24"

R10-11b

24"x24"

R10-11b

24"x24"

R10-11b

24"x24"

R10-11b

24"x24"

R10-11b

BIKE

LANE

24"x12"

W1-7

24"x24"

R10-11b

24"x24"

R10-11b

P

12"x18"

R08-03R7-201P

NO

PARKING



NO

PARKING



12"x18" 12"x18"

24"x12"

W1-7

R7-9a

24"x24"

24"x24"24"x24"

24"x24"

9

1010

10 10 10

10

8

8

3

3

1111

7

7

8

1







1 11

2

3

4

5

6

7

8

9

10

1"=20'

DRAWING NO.

SCALE INCH


BENCHMARK BOOK


50% DESIGN 08-30-2019

90% DESIGN 11-01-2019


R


PROJECT NORTH

C.10.03

LEGEND

ONLYONLY

RR RR

”

”

”

”

”

”

ALLEN

CREEK

DRAIN

”

ZONE AE



ZONE X

ZONE AE

ZONE AE

ZONE AE

ZONE AE

ZONE AE

100-Y

R. FL

OODP

LAIN

OVE

RLAY

500-Y

R. FL

OODP

LAIN

OVE

RLAY

ZONE

X

ZONE

AE

ZONE AE

ZONE AE

”

”

ALLE

N CRE

EK DR

AIN

MATC

HLIN

E, S

HEET

C.10

.03

MATC

HLIN

E, S

HEET

C.10

.04

MATC

HLIN

E, S

HEET

C.10

.04

MATC

HLIN

E, S

HEET

C.10

.05

RR

LIBER

TY S

T.

FIRST STREET

LIBERTY ST.

21+0

0

22+0

0

23+0

0

24+0

0

25+0

0

26+0

0

27+0

0

12"x18"

R08-03R7-201P

24"x24"

24"x24"

NO

PARKING



NO

PARKING



12"x18"

12"x18"

P

12"x18"

R08-03R7-201P

P

12"x18"

R08-03R7-201P

P

12"x18"

R08-03R7-201P

24"x24"

R10-11b

24"x24"

R10-11b

24"x24"

R10-11b

24"x24"

R10-11b

24"x24"

R10-11b

24"x24"

R10-11b

24"x24"

R10-11b

24"x24"

R10-11b

BIKE

LANE

24"x12"

W1-7

24"x12"

W1-7

R7-9a

24"x24"

24"x24"

99 9

10 1010

10

10

10

10

9

9

8

8

8

8

3

3

411

7

6

2

1

87

2

8

7

2







1 11

2

3

4

5

6

7

8

9

10

1"=20'

DRAWING NO.

SCALE INCH


BENCHMARK BOOK


50% DESIGN 08-30-2019

90% DESIGN 11-01-2019


R


PROJECT NORTH

C.10.04

LEGEND

ONLYONLY

ONLY

”

”

”

P

ZONE X

ZONE AE

ZONE AE

ZONE AE

ZONE AE

ZONE X

ZONE X

ZONE X

ZONE AE

ZONE AE

ZONE AE

100-Y

R. FL

OODP

LAIN

OVE

RLAY

500-

YR. F

LOOD

PLAI

N OV

ERLA

Y



ZONE AE

ZONE X

30"x30"

R1-1

P

12"x18"

R08-03R7-201P

30"x30"

MATC

HLIN

E, S

HEET

C.10

.04

MATC

HLIN

E, S

HEET

C.10

.05

MATC

HLIN

E, S

HEET

C.10

.05

MATC

HLIN

E, S

HEET

C.10

.06

RR

FIRST STREETFIRST STREET

WILL

IAM

ST.

27+0

0

28+0

0 29+0

0 30+

00 31+0

0 32+0

0

33+0

0

P

12"x18"

R08-03R7-201P

P

12"x18"

R08-03R7-201P

BIKE

LANE

R7-9a

R1-1

P 12"x18"

R08-03R7-201P

10

10

10

16

8

8

3

11

4

7







1 11

2

3

4

5

6

7

8

9

10

1"=20'

DRAWING NO.

SCALE INCH


BENCHMARK BOOK


50% DESIGN 08-30-2019

90% DESIGN 11-01-2019


R


PROJECT NORTH

C.10.05

LEGEND

”

”

”

”

”

ZONE X

ZONE AE



P

12"x18"

R08-03R7-201P

MATC

HLIN

E, S

HEET

C.10

.05

MATC

HLIN

E, S

HEET

C.10

.06

MATC

HLIN

E, S

HEET

C.10

.06

MATC

HLIN

E, S

HEET

C.10

.07

JEFF

ERSO

N ST

.

JEFF

ERSO

N ST

.

FIRST STREET

33+0

0 34+0

0

35+0

0 36+0

0 37+0

0 38+0

0 39+0

0

P 12"x18"

R08-03R7-201P

P 12"x18"

R08-03R7-201P

P 12"x18"

R08-03R7-201P

18"x18"

W11-2

18"x18"

W11-2

18"x18"

W11-2

18"x18"

W11-2

STOP SIGN TO REMAIN

STOP SIGN TO REMAIN

7 71

1







1 11

2

3

4

5

6

7

8

9

10

1"=20'

DRAWING NO.

SCALE INCH


BENCHMARK BOOK


50% DESIGN 08-30-2019

90% DESIGN 11-01-2019


R


PROJECT NORTH

C.10.06

LEGEND

ONLY

”

”

”

P

12"x18"

R08-03R7-201P

MATC

HLIN

E, S

HEET

C.10

.06

MATC

HLIN

E, S

HEET

C.10

.07

MADI

SON

ST.

FIRST STREET

39+0

0 40+0

0 41+0

0 42+0

0 43+0

0 44+0

0 45+0

0

P

12"x18"

R08-03R7-201P







1 11

2

3

4

5

6

7

8

9

10

1"=20'

DRAWING NO.

SCALE INCH


BENCHMARK BOOK


50% DESIGN 08-30-2019

90% DESIGN 11-01-2019


R


PROJECT NORTH

C.10.07

LEGEND

LIGHT BROOM FINISH PEREPENDICULARTO DIRECTION OF TRAVEL

COMPACT EXISTING SUBGRADE, TO95% OF THE MATERIAL'S DRY DENSITYVA

RIES

6"-8

"VA

RIES

4"-6

"

NOTES:1. CONTRACTOR TO CONSTRUCT ALL SIDEWALKS, SIDEWALK RAMPS, CURBS,

AND ALL OTHER CONCRETE ITEMS WITHIN A.D.A.A.G. COMPLIANCE.2. ALL SIDEWALK CURB RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE

WITH MDOT STANDARD DETAIL R-28-J.

CONCRETE SIDEWALK: 6"; 8" AT RAMPS,DRIVES AND ADJACENT SIDEWALK ASSHOWN ON PLANSSAND SUBBASE COURSE: 4" AT SIDEWALK,6" AT RAMPS, DRIVES AND ADJACENTSIDEWALK AS SHOWN ON PLANS

12" UNLESS NOTED

OTHERWISEJOINT SEALANTFOAM BACKER RODJOINT FILLER MATERIALREFER TO "DDA CONCRETESIDEWALK" DETAILTOP OF SIDEWALK

NOTE:1. TOOLED CONTRACTION TO HAVE 14" RADIUS AT SURFACE OF JOINT2. SAW CUT JOINTS ALLOWED ONLY WITH ENGINEER'S APPROVAL

14" CONTRACTION JOINT, TOOLED

TO 14 DEPTH OF PAVEMENTREFER TO "DDA CONCRETESIDEWALK" DETAIL1

4" RADIUS, TYP.

VARI

ES:

SEE

GRAD

ING

PLAN

S6"

B/C

R2"

R2"

FACE OF BUILDING

EXPANSIONJOINT

ADJACENT TO BUILDING

VARI

ES:

SEE

GRAD

ING

PLAN

S

6"T/C

B/C

R2"

R2"

LANDSCAPEAREA

DDA CONCRETESIDEWALK

ADJACENT TO LANDSCAPE AREA

2"

T/C

1C.11.01


1C.11.01

2C.11.01

1'-0"

712"

6"

R2"

R2" 41 2

"

1/4"

6"

3"

2"

6" 2"

2'-0"

6"

1"/FT. SLOPE

#4 BARS1'=0" LAP ON BARS

HMA PAVEMENT TYP.REFER TO C.3. SERIES

T/C(REFER TO GRADING PLAN) E/M (REFER TO GRADING PLAN)

NOTES:1. ALL CONCRETE CURB AND GUTTER TO HAVE 6" REVEAL EXCEPT WHERE NOTED OTHERWISE.2. ALL CONCRETE CURB AND GUTTER TO BE PLACED ON AGGREGATE BASE, MDOT 21AA

1 4"

E/MASPHALTPAVEMENT

GUTTER PAN

NOTE: E/M TO BE AT TOP EDGE OFALL GUTTERS.

1'-0"

712"

6"

R2"

R2" 41 2

"

1/4"

6"

3"

2"

2"

1'-6"

6"

1"/FT. SLOPE



T/C (REFER TOGRADING PLAN)

E/M (REFER TO GRADING PLAN)

1'-0"

1/4"

3"

2"

2'-0"

7"

1"/FT. SLOPE


HMA PAVEMENT TYP. REFERTO C.3. SERIES


35 8"

11"

R1'-0

"

R6"

1"

1"

2"

6"

11 2"

T/C (REFER TOGRADING PLAN)

6"

1'-8"

2'-0"

8"

5"3"

3"

R2"

BIKEWAY BEVELED CURB, 8INCHFORMED FACE, RUB FINISH(FRONT, BACK & TOP)

#4 REBAR CONTINUOUS TOP AND BOTTOMCOMPACTED MDOT 21AA STONE

SUBGRADE

0" -

3"

HMA PAVEMENTTYP. REFER TOC.3. SERIES

REFER TO GRADING PLANS FORTOP OF CURB ELEVATIONS

BACK OF CURB

6"

1'-8"

4" 8"

1'-6"

R2"

BIKEWAY MOUNTABLE CURB, 12 INCH FORMEDFACE, RUB FINISH (FRONT, BACK & TOP)1:4 (V:H) SLOPE FOR MOUNTABLE CURB(2" VERTICAL TYP.)


#4 REBAR CONTINUOUS TOP AND BOTTOM

COMPACTED MDOT 21AA STONE

REFER TO GRADING PLANS FOR TOPOF CURB ELEVATIONS

SUBGRADE

MDOT CLASS II GRANULAR MATERIAL

PLANTING SOIL, TYP.;COMPACT TO 70-80% PROCTOR

GEOTEXTILE FABRIC

3" CLEAR

6"

DEEPROOT UB12-2 ROOT BARRIER, TYP.;INSTALL FOUR PER TREE, EQUALLYSPACE AT CONCRETE EDGE RESTRAINT

3'-0"

4'- 0"

6" 8"

1'-6"

NOTE: PLANTING SOIL TO EXTEND TO THE LIMITS OF THE TREE GRATE, FULL DEPTH

DDA CONCRETE SIDEWALK

1'-4"

BIKEWAY MOUNTABLE CURB, 12 INCH


SUBGRADE

10C.11.01

1C.11.01

EXPANSION JOINT, TYP.8" DOWEL


NOTE: DOWELS TO BE 12" DIA., EPOXY COATED STEEL @ 24" O.C., LENGTH ASINDICATED, CENTERED IN CONCRETE SIDEWALK, GREASE SLEEVED END

6"


SUBGRADE

10C.11.01

1C.11.01 HMA PAVEMENT TYP.

REFER TO C.3. SERIES

51 2"

6"6"

6" 8"

1'-6"

DDA CONCRETE SIDEWALKBIKEWAY MOUNTABLE CURB, 12 INCH

SUBGRADE

PAVERJOINT OPENING AGGREGATE, MDOT 29ASETTING BED AGGREGATEMDOT 6AA,PLACED AND COMPACTED IN TWO LIFTS

GEOTEXTILE FABRICSUBGRADE

10C.11.01

1C.11.01

3'-0"HMA PAVEMENT TYP.REFER TO C.3. SERIES

GEOTEXTILE FABRICPLANTING SOIL, TYP.; COMPACT TO 70-80% PROCTOR

1'-6"

MIN

.

SUBGRADE


10C.11.01


1"

2" SHREDDED BARK MULCH

VARI

ES:

SEE

GRAD

ING

PLAN

S

6"T/C

8 INCH CONCRETEBIKEWAY

ADJACENT TO LANDSCAPE AREA

1C.11.01

3"

3"

2'-0"

712"

6" R2"

6"

T/C (REFER TO GRADING PLAN)

NOTES:1. ALL CONCRETE CURB AND GUTTER TO HAVE 6"

REVEAL EXCEPT WHERE NOTED OTHERWISE.2. ALL CONCRETE CURB AND GUTTER TO BE PLACED

ON AGGREGATE BASE, MDOT 21AA

6"


1"-4

"

6"

334"

12" LONG X 12" DIA. EPOXYCOATED DOWEL, 24" O.C.,SLEEVE ON ONE END

1'-712"

2'-0"

712"

6" R2"

6"

6"


1"-4

"

PAVERS

6"

334"

1'-712" AGGREGATE BASE, MDOT 21AA

LANDSCAPE AREA

1C.11.02


1C.11.01

ADJACENT TO SIDEWALK

ADJACENT TO PAVERS

#4 REBAR CONTINUOUS TOPAND BOTTOM

T/C (REFER TO GRADING PLAN)LANDSCAPE AREA

#4 REBAR CONTINUOUS TOPAND BOTTOM

334"

334"

AGGREGATE BASE, MDOT 21AA

1'-8"

BIKEWAY BEVELED CURB, 8 INCHHMA PAVEMENT TYP.REFER TO C.3. SERIES

T/C (REFER TO GRADING PLAN) CURB AND GUTTER, CONC, 18 INCHT/C (REFER TO GRADING PLAN)

COMPACTED MDOT 21AA STONESUBGRADE

8" DOWEL

NOTE: DOWELS TO BE 12" DIA., EPOXY COATEDSTEEL @ 24" O.C., LENGTH AS INDICATED,CENTERED IN CONCRETE SIDEWALK, GREASESLEEVED END

9C.11.01

1C.11.01


8" DOWEL

1'-6"

6"

8 INCH DDA CONCRETE SIDEWALK 1C.11.01


CURB AND GUTTER, CONC, 18 INCHT/C (REFER TO GRADING PLAN)8" DOWEL

NOTE: DOWELS TO BE 12" DIA., EPOXY COATED STEEL @ 24" O.C., LENGTH ASINDICATED, CENTERED IN CONCRETE SIDEWALK, GREASE SLEEVED END

1C.11.01



8 INCH DDA CONCRETE SIDEWALK 1C.11.01

DRAWING NO.

SCALE INCH


BENCHMARK BOOK


50% DESIGN 08-30-2019

90% DESIGN 11-01-2019


R

BID DOCUMENTS 12-10-2019SITE DETAILS 1

C.11.01

SCALE: NTSDDA CONCRETE SIDEWALK1 SCALE: NTS

EXPANSION JOINT2 SCALE: NTSCONTROL JOINT3

SCALE: NTSINTERGRAL CURB4

SCALE: NTSCURB AND GUTTER, CONC, 24 INCH6

SCALE: NTSBIKEWAY BEVELED CURB, 8 INCH9 SCALE: NTS

BIKEWAY MOUNTABLE CURB, 12 INCH10

SCALE: NTSBIKEWAY MOUNTABLE CURB AND ADJACENTS11

BIKEWAY MOUNTABLE CURB, 12 INCH WITH TREE GRATE BIKEWAY MOUNTABLE CURB, 12 INCH WITH LANDSCAPE AREA

BIKEWAY MOUNTABLE CURB, 12 INCH WITH CONCRETE WALK BIKEWAY MOUNTABLE CURB, 12 INCH WITH PAVERS

SCALE: NTSBIKEWAY BEVELLED INTERGRAL CURB, 6 INCH5

SCALE: NTSCURB AND GUTTER, CONC, 18 INCH7 SCALE: NTS

MOUNTABLE CURB, 24 INCH8

SCALE: NTSCURB STRAIGHT14

SCALE: NTSCONCRETE BUFFER TYPE 112

SCALE: NTSCONCRETE BUFFER TYPE 213

AutoCAD SHX TextABOVE

AutoCAD SHX TextSEE

AutoCAD SHX TextAPPROVED BY

±2'-4

"

±8"

4" REFLECTIVE COLLARS (WHITE)

REINFORCED RIBS

K-71 SELF-ERECTINGMARKER POST (WHITE),OR APPROVED EQUAL

SINGLE POINT ANCHORING

JOINT OPENINGAGGREGATE, MDOT 29ASETTING BED AGGREGATE,MDOT 6AA, PLACED ANDCOMPACTED IN TWO LIFTS

PAVER

GEOTEXTILE FABRIC 51 2"

6"6"

INTEGRAL CONCRETE SLAB

2'-0"

SUBGRADE

JOINT OPENINGAGGREGATE, MDOT 29ASETTING BED AGGREGATEMDOT 6AA, PLACED ANDCOMPACTED IN TWO LIFTS

PAVER

SUBGRADE


GEOTEXTILE FABRIC

6"6"

8"

1C.11.01

10C.11.01

3'-0"BIKEWAY MOUNTABLE CURB,12 INCH



1'-6"

6"

JOINT OPENINGAGGREGATE, MDOT 29ASETTING BED AGGREGATEMDOT 6AA, PLACED ANDCOMPACTED IN TWO LIFTS

PAVER

SUBGRADE


GEOTEXTILE FABRIC

6"6"

1C.11.01

3'-0"BIKEWAY MOUNTABLE CURB,12 INCHHMA PAVEMENT TYP.REFER TO C.3. SERIES


1'-6"1'-6"1'-

0"

8" DOWEL

NOTE:DOWELS TO BE 12" DIA., EPOXY COATED STEEL @ O.C.,LENGTH AS INDICATED, CENTERED IN CONCRETESIDEWALK, GREASE SLEEVED END

10C.11.01

URBAN

ACCESSO

RIES

A A'

8' [+/-]

4' [+

/-]

1'

B'

B

URBAN

ACCESSO

RIES

URBAN

ACCESSO

RIES

URBAN

ACCESSO

RIES

URBAN

ACCESSO

RIES

A A'

8' [+/-]

3' [+

/-]

1'

B'

B

URBAN

ACCESSO

RIES

URBAN

ACCESSO

RIES

URBAN

ACCESSO

RIES

TYP.

5

8

" O.C.

TYP.

1

4

" OPENING

AT TOP OF GRATE

1

1

2

"

CENTER OPENING

EXPANSION LINES

5

8

" SOLID GRATING

1

1

4

" SUPPORT RIBS

SUPPORT RIB, TYP.

TYP 4" O.C.

TYP.

5

8

" O.C.

TYP.

5

8

" O.C.

TYP.

1

4

" OPENING

AT TOP OF GRATE

1

1

2

"

CENTER OPENING

EXPANSION LINES

5

8

" SOLID GRATING

1

1

4

" SUPPORT RIBS

SUPPORT RIB, TYP.

TYP 4" O.C.

TYP.

5

8

" O.C.

GRATE

TYP.

1

4

" X 2" X 2" X 2"

ANGLE TAB W/

9

16

" HOLE

FOR

1

2

" CONCRETE ANCHOR,

INSTALLED PER MFR. INSTR.,

PROVIDED BY INSTALLER

ANGLE STOCK

PERIMETER FRAME

3" OR AS SPEC.

PAVER

SETTING BED

CONCRETE

SUB-SLAB

2

1

2

"

MIN.

6" MIN.

6" MIN.

A

P

P

R

O

X

.

1

8

"

O

.

C

.

ANGLE STOCK

PERIMETER FRAME,

SIZED TO COORDINATE

WITH GRATE THICKNESS.

ANGLE TAB,

EQUAL SPACING

NOT TO EXCEED 18" O.C. TYP.

ANGLE STOCK

PERIMETER FRAME,

SIZED TO COORDINATE

WITH GRATE THICKNESS.

TAB,

EQUAL SPACING

NOT TO EXCEED 18" O.C. TYP.

GRATE

TYP.

1

4

" X 2" X 2" TAB

W/

9

16

" HOLE FOR

1

2

"

CONCRETE ANCHOR

INSTALLED PER MFR. INSTR.,

PROVIDED BY INSTALLER.

ANGLE STOCK

PERIMETER FRAME

CONCRETE SLAB

6" MIN.

6" MIN.

4"

4"

6"

1'-8"

2'-0"


CONCRETE CURB AND GUTTER,SEE DETAILS 6,7,8 SHEETC.11.01

BIKEWAY BEVELED CURB, 8INCHFORMED FACE, RUB FINISH(FRONT, BACK & TOP)

RESERVOIR STONECOMPOSITE PLANTING MIX; COMPACT TO 70-80% PROCTOR4" DRAIN PIPE; CONNECT TO CITY STORM SYSTEM

FINISHED SIDEWALK GRADELANDSCAPE INLET; SET TOP OF INLET 4" BELOWLOWEST ELEVATION OF ADJACENT SIDEWALK2" SHREDDED BARK MULCH

1'-6"

MIN

.1'

- 0"

2 - 4%2 - 4%

GEOTEXTILE FABRIC SURROUNDING PLANTING SOIL AND STONE


2'-3" OR 3'-4", SEE C.6 PLAN SERIES

T/C (REFER TO GRADING PLAN)9

C.11.01

4"


CURB AND GUTTER, CONC, 24 INCH

RESERVOIR STONECOMPOSITE PLANTING MIX; COMPACT TO 70-80% PROCTOR

FINISHED SIDEWALK GRADE2" SHREDDED BARK MULCH

1'-6"

MIN

.1'

- 0"

2 - 4%2 - 4%

GEOTEXTILE FABRIC SURROUNDING PLANTING SOIL AND STONE

VARIES, SEE C.6. SERIES

6C.11.01


1C.11.01

T/C (REFER TO GRADING PLAN)

1'-0" MIN.OPENING

6"6"

R2" R2"

45°0' 45°0'

AT EACH CURB OR WALL OPENING INTO ARAIN GARDEN, INSTALL A SMALL BED OFRIP-RAP 18" WIDE, 12" DEEP, AND THE WIDTHOF THE OPENING PLUS 6" AT EACH END.SEE SERIES C.6. PLANS FORCURB AND GUTTER TYPE

SEE SERIES C.6. PLANS FORCURB AND GUTTER TYPE

PLAN VIEW

6" 1'-0" 6"

EVELATION

1'-6"

1'-5"

MIN

.

GEOTEXTILE FABRIC

PLANTING SOIL, TYP.; COMPACTTO 70-80% PROCTOR

SUBGRADE

VARIES, SEE C.6.09HMA PAVEMENTCURB STRAIGHT

6"


CURB STRAIGHT

1C.11.01

14C.11.01

14C.11.01

2" SHREDDED BARK MULCH

8" DOWEL

1"

6 INCH DDA CONCRETE SIDEWALK

CUSTOMIZED BENCH 6

1'-2" 6"

11C.11.04

NOTE: DOWELS TO BE 12" DIA., EPOXY COATED STEEL @ 24" O.C., LENGTHAS INDICATED, CENTERED IN CONCRETE SIDEWALK, GREASE SLEEVEDEND 1

C.11.01

8"Ø CAST-IN-PLACECONCRETE FOOTING

2'-10

"2'-

8"

1'-0" R

4" 4"

38" x 6" STEEL

ANCHOR ROD, TYP.

2'-2"

BICYCLE HOOP NOTES:1. TO BE USED ONLY FOR DDA SIDEWALK PAVERS OR DDA PERMEABLE PAVER TREATMENT2. LOCATE AND GROUP BICYCLE HOOPS IN THE AMENITY ZONE.3. BIKE HOOPS TO BE A MINIMUM OF 2'-10" FROM BACK OF CURB WHEN PERPENDICULAR TO CURB, AND 2'-0" WHEN PARALLEL.

REFER TO DETAIL 1 TYPICAL PAVERS, SHEET C.11.02,

BICYCLE HOOP:GALVANIZED STEEL PIPE, 2” O.D., SETPLUMB, FINISH PER SPECIFICATIONS

CUT AND SCRIBE PAVERS TOFOLLOW EDGE OF HOOP

PIPE ANDFOOTING

DRAWING NO.

SCALE INCH


BENCHMARK BOOK


50% DESIGN 08-30-2019

90% DESIGN 11-01-2019


R

BID DOCUMENTS 12-10-2019SITE DETAILS 2

C.11.02

SCALE: NTSDELINEATOR POST, REMOVABLE7

SCALE: NTSBIKE HOOP - SURFACE MOUNTED6

SCALE: NTSTYPICAL PAVERS AND TREE GRATE DETAILS1

2.00' TYP.

8.00' TYP. 2.00' TYP.

3.00'

TYP.

1.00'

TYP.

TREE GRATE 3FT X 8FT, TYP.

BIKEWAY, TYP.

B C

A

SECTION A-A

SECTION B-B SECTION C-C

SCALE: NTSTREE GRATE 4FT X 8F TDETAIL2 SCALE: NTS

TREE GRATE 3FT X 8F TDETAIL3

SCALE: NTSTREE GRATE FRAME INSTALLATION WITH PAVERS - ADJUSTABLE4 SCALE: NTS

TREE GRATE FRAME INSTALLATION WITH CONCRETE - INVERTED RETROFIT5

SPECIAL PAVERS, TYPE B,PERMEABLE, TYP.

BIKEWAY MOUNTABLECURB, 12 INCH, TYP.

SCALE: NTSTYPICAL BIOSWALE BUFFER DETAIL9

NOTE: USE WHERE ADJACENT TO PAVERS NOTE: USE WHERE ADJACENT TO CONCRETE PAVEMENT

SCALE: NTSTYPICAL RAINGARDEN DETAIL10

SCALE: NTSTYPICAL CURB INLET8

SCALE: NTSPLANTER DETAIL - BLANK STATE CREAMERY11

AutoCAD SHX TextAPPROX. 18" O.C.

AutoCAD SHX Text+

AutoCAD SHX Text PIPE AND

AutoCAD SHX TextABOVE

AutoCAD SHX TextSEE

AutoCAD SHX TextAPPROVED BY

12. A2DDA_FirstSt_2019-1210_C8_Water_Main_Sheets13. A2DDA_FirstSt_2019-1210_C.9._GradingSheets and ViewsC.9.01 GRADING PLAN 1C.9.02 GRADING PLAN 2C.9.03 GRADING PLAN 3C.9.04 GRADING PLAN 4C.9.05 GRADING PLAN 5C.9.06 GRADING PLAN 6C.9.07 GRADING PLAN 7C.9.08 GRADING PLAN 8C.9.09 GRADING PLAN 9C.9.10 GRADING PLAN 10

14. A2DDA_FirstSt_2019-1210_C.10._Signage and StripingSheets and ViewsC.10.01 SIGNAGE AND STRIPING PLAN 1C.10.02 SIGNAGE AND STRIPING PLAN 2C.10.03 SIGNAGE AND STRIPING PLAN 3C.10.04 SIGNAGE AND STRIPING PLAN 4C.10.05 SIGNAGE AND STRIPING PLAN 5C.10.06 SIGNAGE AND STRIPING PLAN 6

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