BW=689.68

BW=689.70

689.71689.72

689.15

689.44

686.85

686.75

686.75

HP=686.76

HP=686.79

686.89

688.49

687.67

690.00

(TOP OF CONCRETE

RETAINING WALL)

686.69

685.80

685.80

686.30

687.75

BW=689.50

TW=690.00

689.50

689.10

688.19 BW=688.40

TW=690.00

687.40

TW=690.00

BW=686.85

BW=686.85

BW=686.85

BW=687.35

BW=686.85

BW=686.85

BW=686.85

BW=686.85

BW=687.85

BW=688.85

TW=689.35

BW=686.85

BW=686.85

BW=686.85

TW=687.72

686.92

686.92

TW=687.42

686.30

687.17

686.71

687.61

BW=686.33

BW=686.48

BW=686.58

687.75687.75

688.67

687.75

TW=688.25

BW=686.79

BW=686.76

688.43

687.92

687.40

BW=686.82

BW=686.79

BW=688.28

BW=688.83

BW=689.33

BW=689.32

BW=689.32

BW=689.40

TC=689.71

BC=689.21

BW=685.90

BW=686.43

BW=685.06

TW=687.42

BW=686.90

TW=687.72

BW=686.85

686.75

BW=686.85

BW=686.85

687.22

BW=686.85

BW=686.85

688.84

689.13

689.40

689.36

689.33

689.37

689.34

688.85

BW=688.85

TW=690.00

BW=688.85

687.25

BW=687.85

BW=686.85

688.50

690.00

(TOP OF CONCRETE

RETAINING WALL)

690.00

(TOP OF CONCRETE

RETAINING WALL)

BC=689.15

BW=686.85

686.92

BW=686.85

BW=686.63

TW=687.85

687.22

686.71

688.83

BW=689.65

HP=689.63

687.60

687.63

687.70

687.65

687.23

687.24

BW=686.84

686.86

688.61

689.01

689.07

687.73

687.79

688.12

688.06

686.56

686.62

686.26

686.20

685.67

685.73

685.44

685.38

687.72

687.72

+ 687.85

+ 687.72

+ 687.85

+ 687.85

687.85 +

+ 687.35

68

7.3

5 +

+ 687.35

687.35 +

+ 689.35

+ 689.35

689.35 +

+ 68

9.3

5

687.72 +

+ 687.72

687.72 +

+ 688.96

+ 688.96

688.96 +

+ 687.42

+ 687.42

+ 687.42

690.50 +

+ 690.50

+ 690.50

+ 690.50

+ 690.50

68

8.96

+

+ 688.96

+ 688.25

+ 688.25

688.25 +

BW=686.85

687.72

687.75

+ 687.72

687.72 +

687.25

C.O.

C.O.

686.80

686.79

HP=686.73

+ 687.35

687.35 +

687.35 +

+ 687.85

687.85 +

BW=689.31

HP=689.68

689.60

689.62

689.65

689.35 +

687.75

BW=689.80

ST. DB #DA3-A2

TOP: 685.85

INV. OUT:683.10 NW 6"

BW=685.88

686.69

686.78

686.71

686.73

686.76

27 LF 8" SICPP

ST. SEW. @ 1.0%

ST. DB #DA4

RIM=687.58

INV. IN:681.49 SE 8"

INV. OUT:681.49 NW 8"

51 LF 8" SICPP

ST. SEW. @ 1.0%

ST. DB #DA5

RIM=689.55

INV. IN:685.46 E 6"

INV. OUT:682.00 NW 8"

INCLUDED IN BASE BID

27 LF 6" SICPP

ST. SEW. @ 2.0%

INCLUDED IN

BASE BID

ST. DB #DA6

RIM=689.29

INV. OUT:686.00 W 6"

INCLUDED IN BASE BID

ST. MH #DA3

SOLID COVER (4' DIA.)

RIM 688.38

INV. IN:681.30 E 8"

INV. IN:681.20 SE 8"

INV. OUT:681.20 NW 8"

63 LF 8" SICPP

ST. SEW. @ 1.0%

17 LF 6" SICPP

ST. SEW. @ 1.0%

EXIST. TRENCH DRAIN

TO BE REMOVED, REPLACE WITH

ASPHALT SECTION TO MATCH EXISTING

MATCH TO EXISTING SIDEWALK

MATCH TO EXISTING

SIDEWALK

ST. DB #DA4-A2

RIM=686.61

INV. OUT:683.61 W 8"

27 LF 8" SICPP

ST. SEW. @ 2.0% MIN

8"x8"x8" WYE

INV.:681.66

APPROX. LIMITS OF

UTILITY TRENCHING

20 LF 12" SICPP

ST. SEW. @ 1.5%

6 LF 6" SICPP

ST. SEW. @ 2.0% MIN

ST. DB #DA4-A1

RIM=686.69

INV. OUT:683.69 S 6"

8"x8"x6" WYE

INV.:683.24+/-

TOP OF PIER

CONC. FDN.

ELEV.: 691.00

TOP OF PIER

CONC. FDN.

ELEV.: 689.46

TOP OF PIER

CONC. FDN.

ELEV.: 687.92

687.42 +

+ 688.96

BW=689.77

TC=689.72

BC=689.22

TC=689.68

BC=689.18

TC=689.65

BW=689.57

687.67

687.72

687.69

687.68

687.69

688.96 +

688.96 +

685.87

690.00

(TOP OF CONCRETE

RETAINING WALL)

690.00

(TOP OF CONCRETE

RETAINING WALL)

ST

AT

E S

TR

EE

T

CONTRACTOR SHALL FIELD VERIFY ELEVATION

OF EXIST. MAPPED REPUTED SEWER AND NOTIFY

ENGINEER IF THERE IS A CONFLICT WITH THE

ELEVATION OF THE PROPOSED 12" STORM SEWER

PROVIDE SLEEVE

THROUGH FOUNDATION WALL

FOR PROPOSED STORM PIPE

SEE DWG. C504

ST. CB #DA3-A1

RIM 686.30

INV. IN:682.93 SE 6"

INV. OUT:681.93 W 8"

6

8

8

.

4

6

8

8

.6

689.2

6

8

9

6

8

9

689.6

6

8

9

.6

6

8

9

.4

6

8

9

.2

6

8

9

6

8

8

.8

6

8

8

.6

6

8

8

.4

6

8

8

.

6

6

8

8

.2

6

8

8

6

8

7

.8

6

8

7

.6

6

8

7

.4

6

8

7

.2

6

8

7

6

8

6

.6

6

8

6

.4

6

8

6

.2

6

8

6

6

8

5

.8

6

8

5

.6

6

8

5

.4

6

8

5

.2

6

8

5

68

6.8

686.6

68

6.4

686.2

686

685.8

685.8

686

686.2

686.4

686.6

686.8

687

685.8

686

686.2

686.4

686.6

686.8

687

687.2

6

8

7

.

4

6

8

7

.

2

6

8

7

6

8

6

.8

686.6

686.4

686.2

686

685.8

68

7.6

686.8

686.8

6

8

6

.8

686.8

686.8

686.8

68

6.8

6

8

6

6

8

6

.2

6

8

6

.4

6

8

6

.

6

6

8

6

.

8

6

8

6

.8

6

8

7

6

8

7

.2

6

8

7

.4

6

8

7

.6

6

8

6

.8

6

8

6

.

8

686.8

689.6

6

8

9

.6

689.6

689.4

687.4

6

8

8

.8

689

689.2

689.4

APPROX. LIMITS SAWCUT

ST. MH #DA2

OPEN GRATE (4' DIA.)

RIM 687.70

INV. 681.00

EXISTING ASPHALT PAVEMENT WITHIN

THE LIMITS SHOWN SHALL BE MILLED 1.5" DEPTH

AND RESURFACED WITH 1.5" ASPHALT TOP COURSE

(NYSDOT ITEM 402.098203 - 9.5 F2 TOP COURSE

HMA 80 SERIES). NYSDOT APPROVED TACK COAT

SHALL BE APPLIED TO SURFACE OF MILLED ASPHALT

PAVEMENT PRIOR TO RESURFACING.

MAINTAIN POSITIVE DRAINAGE AWAY FROM

ALL BUILDING ENTRANCES AND DOORWAYS.

1-7 State StreetAuburn, NY 13021

2/19

/202

1 7:

56 A

M

State StreetPublic PlazaCity of Auburn

012484.00

JANUARY 28, 2021

DATE DESCRIPTION

City of Auburn24 South Street

Auburn, NY 13021

Project Manager:

Designed By: Drawn By:

Checked By:

Date Issued: Project Number:

Drawing Number:

www.bergmannpc.com

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110.

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office:fax:

280 East Broad StreetSuite 200Rochester, NY 14604

585.232.5135585.232.4652

AR

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D 2

4x36

BID SET

Bergmann Associates, Architects, Engineers,Landscape Architects & Surveyors, D.P.C.

Copyright © Bergmann Associates, Architects, Engineers,

Landscape Architects & Surveyors, D.P.C

C110

UTILITY/GRADING PLAN

K. BAPTISTE

T. LIDDELL, RLA

T. LIDDELL, RLA L. KING

Dig Safely.

New York

Dig With Care

Respect the Marks

Confirm Utility Response

Wait The Required Time

Call Before You Dig

digsafelynewyorkwww. .org

800-962-7962

or 811

UTILITY / GRADING LEGEND:

STORM SEWER

STORM CATCH BASIN

STORM DRAIN BASIN

TOP OF WALL ELEVATION

SPOT ELEVATION

BOTTOM OF WALL ELEVATION

EXISTING CONTOUR

PROPOSED CONTOUR

TW=688.88

688.48

BW=688.28

+

688

MATCH TO C111

STORM MANHOLE (SOLID COVER)

STORM MANHOLE (OPEN GRATE)ST. MH

ST. MH

ST. CB

ST. DB

1

1

1

12-19-21 ADDENDUM #1

1

1

1

1