UTILITY/ GRADING PLAN
1
BW=689.68 BW=689.70 689.71 689.72 689.15 689.44 686.85 686.75 686.75 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=686.58 687.75 687.75 688.67 687.75 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 + + 687.35 687.35 + + 687.35 687.35 + + 689.35 + 689.35 689.35 + + 689.35 687.72 + + 687.72 687.72 + + 688.96 + 688.96 688.96 + + 687.42 + 687.42 + 687.42 690.50 + + 690.50 + 690.50 + 690.50 + 690.50 688.96 + + 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) STATE STREET 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" 688.4 688.6 689.2 689 689 689.6 689.6 689.4 689.2 689 688.8 688.6 688.4 688.6 688.2 688 687.8 687.6 687.4 687.2 687 686.6 686.4 686.2 686 685.8 685.6 685.4 685.2 685 686.8 686.6 686.4 686.2 686 685.8 685.8 686 686.2 686.4 686.6 686.8 687 685.8 686 686.2 686.4 686.6 686.8 687 687.2 687.4 687.2 687 686.8 686.6 686.4 686.2 686 685.8 687.6 686.8 686.8 686.8 686.8 686.8 686.8 686.8 686 686.2 686.4 686.6 686.8 686.8 687 687.2 687.4 687.6 686.8 686.8 686.8 689.6 689.6 689.6 689.4 687.4 688.8 689 689.2 689.4 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 Street Auburn, NY 13021 2/19/2021 7:56 AM State Street Public Plaza City of Auburn 012484.00 JANUARY 28, 2021 DATE DESCRIPTION City of Auburn 24 South Street Auburn, NY 13021 Project Manager: Designed By: Drawn By: Checked By: Date Issued: Project Number: Drawing Number: www.bergmannpc.com J:\Current Projects\Auburn, City of\012484.00 CITY OF AUBURN - AUBURN 1-7 STATE STREET\8.0 Dwgs\8.1 Civil\01248400_C110.dwg office: fax: 280 East Broad Street Suite 200 Rochester, NY 14604 585.232.5135 585.232.4652 ARCH D 24x36 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 digsafelynewyork www. .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 1 2-19-21 ADDENDUM #1 1 1 1 1
Transcript of UTILITY/ GRADING PLAN
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
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6
8
9
6
8
8
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6
8
8
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6
8
8
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6
8
8
.
6
6
8
8
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6
8
8
6
8
7
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6
8
7
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6
8
7
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6
8
7
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6
8
7
6
8
6
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6
8
6
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6
8
6
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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
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6
8
7
6
8
7
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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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585.232.5135585.232.4652
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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
