Sherman Pines Subdivision_Plan Set.pdf
PDF 11 MB Posted
- Solicitation number
- 2137023
- Issued by
- New York
About this file
This is a plan set document for roadway and drainage improvements within the Sherman Pines Subdivision in the Town of Queensbury, Warren County, New York. The project encompasses comprehensive improvements to three residential lanes: Autumn Lane, Fawn Lane, and Peachtree Lane, along with their intersections. The scope of work includes asphalt pavement overlay and shim course placement to restore proper roadway crown and improve drainage characteristics; removal of existing deteriorated storm drain pipe connections and replacement with new 12-inch and 15-inch HDPE storm drain pipe; refurbishment and adjustment of existing drainage structures (drywells/catch basins) including installation of new grade adjustment rings, resetting or replacement of frames and grates; pavement and driveway tie-ins to ensure smooth transitions; temporary traffic control measures; erosion and sediment control measures; and restoration of all disturbed areas including protection and reinstallation of existing mailboxes, signs, utilities, hydrants, and vegetation. The plan set, issued as a bidding document on July 8, 2026, contains 22 sheets of detailed restoration plans, storm drainage pipe and structure tables, typical road sections, grading plans, and intersection details across all three lanes.
The project involves installation of 19 separate storm drainage pipe segments totaling approximately 1,032 linear feet, with pipe slopes ranging from -2.91% to 3.68% and new rim elevations established for all existing structures to ensure positive drainage. Proposed asphalt overlay consists of 1.5 inches of 9.5 MM top course and a leveling course averaging 0.5 to 3.5 inches in thickness to establish the required 1.5% to 2.5% crown across all roadway sections. The design was prepared by LaBella PC (professional engineering registration 0021272, land surveying registration 0021271, and geological registration 0021659), located at 20 Elm Street, Suite 110, Glens Falls, New York. The project is identified under project number 2250839.11 and prepared for the Town of Queensbury, with oversight from town officials including the Supervisor, Town Clerk, Town Board, Highway Superintendent, and Deputy Supervisor. No information regarding contract pricing, award dates, or incumbent contractors is provided in this plan set document.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 001116 Inv to Bid.pdf | ||
| addendum #2.pdf | ||
| Sherman Pines Subdivision_Project Manual.pdf | ||
| Sherman Pines Subdivision_Addendum 03.pdf | ||
| Addendum #1.pdf |
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DRAWING NUMBER:PROJECT NAME:
DRAWN BY:
ISSUED FOR:
DATE: PROJECT NO.:
Sherman Pines Subdivision Roadway and Drainage Improvements Sherman Pines Subdivision, Queensbury, New York 12804
2250839.11
BIDDING SET
07/08/2026
It is a violation of New York Education Law Art. 145 Sec. 7209 & Art. 147 Sec. 7307, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration.
DRAWING NAME:
C.A. NUMBER:
GEOLOGICAL: 0021659
LAND SURVEYING: 0021271
PROFESSIONAL ENGINEERING: 0021272
20 Elm Street, Suite 110 Glens Falls, NY 12801 518-812-0513 labellapc.com G001
COVER SHEET
SUPERVISOR
TOWN CLERK
TOWN BOARD
HIGHWAY SUPERINTENDENT
DEPUTY SUPERVISOR
JOHN STROUGH
CAROLINE BARBER
ANTHONY METIVIER
SCOTT GUSHLAW
RACHEL HAJOS
TIM MCNULTY
COREY TILLEY
JEAN LAPPER
PREPARED FOR:
TOWN OF QUEENSBURY
742 BAY ROAD
QUEENSBURY, NY 12804
OVERALL PROPOSED
TITLE
INDEX OF DRAWINGS
COVER SHEETG001
SHEET NO.
OVERALL EXISTING & DEMO
EXISTING & DEMO - AUTUMN
EXISTING & DEMO - PEACHTREE
EXISTING & DEMO - FAWN
PLAN - FAWN LANE
PLAN - AUTUMN LANE
PLAN - PEACHTREE LANE
COVER SHEET NOTESG002
C111-113
C114-116
C117-120
C201
C101
C214-216
C217-220
C211-213
PIPE & STRUCTURE TABLES
INTERSECTION GRADING
RESTORATION PLANS
TYPICAL ROAD SECTION
SITE & STORM NOTES & DETAILS
C221-223
C224-225
C401-422
C501-507
C301
LOCATION MAP
N.T.S.
PROJECT SITE
SHERMAN PINES SUBDIVISION ROADWAY AND DRAINAGE IMPROVEMENTS
TOWN OF QUEENSBURY, WARREN COUNTY, NEW YORK
DRAWING NUMBER:PROJECT NAME:
DRAWN BY:
ISSUED FOR:
DATE: PROJECT NO.:
Sherman Pines Subdivision Roadway and Drainage Improvements Sherman Pines Subdivision, Queensbury, New York 12804
2250839.11
BIDDING SET
07/08/2026
It is a violation of New York Education Law Art. 145 Sec. 7209 & Art. 147 Sec. 7307, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration.
DRAWING NAME:
C.A. NUMBER:
GEOLOGICAL: 0021659
LAND SURVEYING: 0021271
PROFESSIONAL ENGINEERING: 0021272
20 Elm Street, Suite 110 Glens Falls, NY 12801 518-812-0513 labellapc.com G002
COVER SHEET NOTES
W
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C C
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DRAWING NUMBER:PROJECT NAME:
DRAWN BY:
ISSUED FOR:
DATE: PROJECT NO.:
Sherman Pines Subdivision Roadway and Drainage Improvements Sherman Pines Subdivision, Queensbury, New York 12804
2250839.11
BIDDING SET
07/08/2026
It is a violation of New York Education Law Art. 145 Sec. 7209 & Art. 147 Sec. 7307, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration.
DRAWING NAME:
C.A. NUMBER:
GEOLOGICAL: 0021659
LAND SURVEYING: 0021271
PROFESSIONAL ENGINEERING: 0021272
20 Elm Street, Suite 110 Glens Falls, NY 12801 518-812-0513 labellapc.com
DEMO SHEET C111
SITE PLAN SHEET C211
DEMO SHEET C112
SITE PLAN SHEET C212
DEM
O SH
EE
T C
SIT
E P
LA
N SH
EE
T C
DEMO SHEET C120SITE PLAN SHEET C220
DEMO SHEET C119
SITE PLAN SHEET C219
DEMO SHEET C118
SITE PLAN SHEET C218
DE
MO
S
HE
ET
C
SI
TE
P
LA
N
SH
EE
T
C2
DEM
O SH
EE
T C
SIT
E P
LA
N SH
EE
T C
4 DEMO SHEET C115SITE PLAN SHEET C215
DEMO SHEET C116SITE PLAN SHEET C216
C101
1 OVERALL EXISITING CONDITIONS AND DEMOLITION
SCALE: 1" = 150'
C101
OVERALL EXISTING AND DEMO
DISTURBANCE
LIMITS (TYP)
FAWN LANE
PEACHTREE LANE
PEACHTREE LANE
AUTUMN LANE
OHW
WWWWW
W
T
T T
G G G G
G G
E
E
W W
W W W W
CT
TTT
CCC
C
C C C C
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G G GEEE
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T T T T TE E E E
REMOVE AND SALVAGE
EXISTING FRAMES AND
GRATES. PROTECT EXISTING
STRUCTURES IN PLACE.
EXISTING STORM PIPING TO
BE REMOVED
AUTUMN LANE AUTUMN LANE
PE
AC
HT
RE
E
LA
NE
PAVEMENT SAW
CUT LINE (TYP)
EXISTING ROADWAY TO BE
PREPARED FOR SHIMMING. EXISTING
WING CURBS TO BE MILLED LEVEL
WITH EXISTING ROADWAY (TYP).
INLET PROTECTION
(TYP) - SEE ESC NOTES
DISTURBANCE
LIMITS (TYP)
DRAWING NUMBER:PROJECT NAME:
DRAWN BY:
ISSUED FOR:
DATE: PROJECT NO.:
Sherman Pines Subdivision Roadway and Drainage Improvements Sherman Pines Subdivision, Queensbury, New York 12804
2250839.11
BIDDING SET
07/08/2026
It is a violation of New York Education Law Art. 145 Sec. 7209 & Art. 147 Sec. 7307, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration.
DRAWING NAME:
C.A. NUMBER:
GEOLOGICAL: 0021659
LAND SURVEYING: 0021271
PROFESSIONAL ENGINEERING: 0021272
20 Elm Street, Suite 110 Glens Falls, NY 12801 518-812-0513 labellapc.com
C111
1 AUTUMN LANE EXISITING CONDITIONS AND DEMOLITION PLAN 1
SCALE: 1" = 40'
N
C111
EXISTING & DEMO - AUTUMN 1 OF 3
W
W
W
W W
W
W
W
W
W
CT
T
C T
C
C
C
C
C C
C
C
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E
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REMOVE AND SALVAGE
EXISTING FRAMES AND
GRATES. PROTECT EXISTING
STRUCTURES IN PLACE.
REMOVE AND SALVAGE
EXISTING FRAMES AND
GRATES. PROTECT EXISTING
STRUCTURES IN PLACE.
REMOVE AND SALVAGE
EXISTING FRAMES AND
GRATES. PROTECT EXISTING
STRUCTURES IN PLACE.
EXISTING STORM PIPING TO
BE REMOVED
AUTUMN LANE
AUTUMN LANE
AUTU
MN LA
NE
EXISTING ROADWAY TO BE PREPARED
FOR SHIMMING. EXISTING WING CURBS
TO BE MILLED LEVEL WITH EXISTING
ROADWAY (TYP).
PAVEMENT SAW
CUT LINE (TYP)
EX
IS
TI
NG
R
OA
DW
AY
T O
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PA
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FO
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MI
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IT
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EX
IS
TI
NG
R
OA
DW
AY
(T
YP
INLET PROTECTION
(TYP) - SEE ESC NOTES
DISTURBANCE
LIMITS (TYP)
DRAWING NUMBER:PROJECT NAME:
DRAWN BY:
ISSUED FOR:
DATE: PROJECT NO.:
Sherman Pines Subdivision Roadway and Drainage Improvements Sherman Pines Subdivision, Queensbury, New York 12804
2250839.11
BIDDING SET
07/08/2026
It is a violation of New York Education Law Art. 145 Sec. 7209 & Art. 147 Sec. 7307, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration.
DRAWING NAME:
C.A. NUMBER:
GEOLOGICAL: 0021659
LAND SURVEYING: 0021271
PROFESSIONAL ENGINEERING: 0021272
20 Elm Street, Suite 110 Glens Falls, NY 12801 518-812-0513 labellapc.com
C112
1 AUTUMN LANE EXISTING CONDITIONS AND DEMOLITION PLAN 2
SCALE: 1" = 40'
N
C112
EXISTING & DEMO - AUTUMN 2 OF 3
T T T T
T
G
W W
W
W
W
W W W W
CT
T
C
C
C
C
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G
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G G
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E E E
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W
T T
C C
C E
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C C C
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T
T
T
T
REMOVE AND SALVAGE
EXISTING FRAMES AND
GRATES. PROTECT EXISTING
STRUCTURES IN PLACE.
EXISTING STORM PIPING TO
BE REMOVED
AUTUMN LANE
AUTUMN LANE
PE
AC
HT
RE
E
LA
NE
PE
AC
HT
RE
E
LA
NE
EXISTING ROADWAY TO BE PREPARED FOR
SHIMMING. EXISTING WING CURBS TO BE
MILLED LEVEL WITH EXISTING ROADWAY (TYP).
PAVEMENT SAW CUT
LINE (TYP)
INLET PROTECTION
(TYP) - SEE ESC NOTES
DISTURBANCE
LIMITS (TYP)
DRAWING NUMBER:PROJECT NAME:
DRAWN BY:
ISSUED FOR:
DATE: PROJECT NO.:
Sherman Pines Subdivision Roadway and Drainage Improvements Sherman Pines Subdivision, Queensbury, New York 12804
2250839.11
BIDDING SET
07/08/2026
It is a violation of New York Education Law Art. 145 Sec. 7209 & Art. 147 Sec. 7307, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration.
DRAWING NAME:
C.A. NUMBER:
GEOLOGICAL: 0021659
LAND SURVEYING: 0021271
PROFESSIONAL ENGINEERING: 0021272
20 Elm Street, Suite 110 Glens Falls, NY 12801 518-812-0513 labellapc.com
C113
1 AUTUMN LANE EXISTING CONDITIONS AND DEMOLITION PLAN 3
SCALE: 1" = 40'
N
C113
EXISTING & DEMO - AUTUMN 3 OF 3
ST
W
W
W
W
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T T
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W W
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C
C C
C
C
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REMOVE AND SALVAGE
EXISTING FRAMES AND
GRATES. PROTECT EXISTING
STRUCTURES IN PLACE.
EXISTING STORM PIPING
TO BE REMOVED
REMOVE AND SALVAGE
EXISTING FRAME AND
GRATE. PROTECT EXISTING
STRUCTURE IN PLACE.
FAWN LANE
FAWN LANE
PE
AC
HT
RE
E
LA
NE
PEACHTREE LANE
PAVEMENT SAW CUT
LINE (TYP)
EXISTING ROADWAY TO
BE PREPARED FOR
SHIMMING. EXISTING
WING CURBS TO BE
MILLED LEVEL WITH
EXISTING ROADWAY
(TYP).
INLET PROTECTION
(TYP) - SEE ESC NOTES
DISTURBANCE
LIMITS (TYP)
DRAWING NUMBER:PROJECT NAME:
DRAWN BY:
ISSUED FOR:
DATE: PROJECT NO.:
Sherman Pines Subdivision Roadway and Drainage Improvements Sherman Pines Subdivision, Queensbury, New York 12804
2250839.11
BIDDING SET
07/08/2026
It is a violation of New York Education Law Art. 145 Sec. 7209 & Art. 147 Sec. 7307, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration.
DRAWING NAME:
C.A. NUMBER:
GEOLOGICAL: 0021659
LAND SURVEYING: 0021271
PROFESSIONAL ENGINEERING: 0021272
20 Elm Street, Suite 110 Glens Falls, NY 12801 518-812-0513 labellapc.com
C114
1 FAWN LANE EXISTING CONDITIONS AND DEMOLITION PLAN 1
SCALE: 1" = 40'
N
C114
EXISTING & DEMO - FAWN 1 OF 3
W W W W W W
T
T
C C C
C
T T T
C
C T
T T TC CG G G G G G G G E
E EE E E EC
REMOVE AND SALVAGE EXISTING
FRAME AND GRATE. PROTECT
EXISTING STRUCTURE IN PLACE.
FAWN LANE
FAWN LANE
EXISTING ROADWAY TO BE PREPARED FOR
SHIMMING. EXISTING WING CURBS TO BE MILLED
LEVEL WITH EXISTING ROADWAY (TYP).
INLET PROTECTION
(TYP) - SEE ESC NOTES
DISTURBANCE
LIMITS (TYP)
DRAWING NUMBER:PROJECT NAME:
DRAWN BY:
ISSUED FOR:
DATE: PROJECT NO.:
Sherman Pines Subdivision Roadway and Drainage Improvements Sherman Pines Subdivision, Queensbury, New York 12804
2250839.11
BIDDING SET
07/08/2026
It is a violation of New York Education Law Art. 145 Sec. 7209 & Art. 147 Sec. 7307, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration.
DRAWING NAME:
C.A. NUMBER:
GEOLOGICAL: 0021659
LAND SURVEYING: 0021271
PROFESSIONAL ENGINEERING: 0021272
20 Elm Street, Suite 110 Glens Falls, NY 12801 518-812-0513 labellapc.com
C115
1 FAWN LANE EXISTING CONDITIONS AND DEMOLITION PLAN 2
SCALE: 1" = 40'
N
C115
EXISTING & DEMO - FAWN 2 OF 3
G
G G
W W
W W
W W W W W W W
C C
C C
T T
T
C C CT T T T
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TC
G G G G G GE EE E E
E E
E E
REMOVE AND SALVAGE
EXISTING FRAMES AND
GRATES. PROTECT EXISTING
STRUCTURES IN PLACE.
REMOVE AND SALVAGE
EXISTING FRAMES AND
GRATES. PROTECT EXISTING
STRUCTURES IN PLACE.
EXISTING STORM PIPING TO
BE REMOVED
FAWN LANE
FAWN LANE
PE
AC
HT
RE
E
LA
NE
PE
AC
HT
RE
E
LA
NE
PAVEMENT SAW
CUT LINE (TYP)
EXISTING ROADWAY TO BE PREPARED
FOR SHIMMING. EXISTING WING
CURBS TO BE MILLED LEVEL WITH
EXISTING ROADWAY (TYP).
INLET PROTECTION
(TYP) - SEE ESC NOTES
DISTURBANCE
LIMITS (TYP)
DRAWING NUMBER:PROJECT NAME:
DRAWN BY:
ISSUED FOR:
DATE: PROJECT NO.:
Sherman Pines Subdivision Roadway and Drainage Improvements Sherman Pines Subdivision, Queensbury, New York 12804
2250839.11
BIDDING SET
07/08/2026
It is a violation of New York Education Law Art. 145 Sec. 7209 & Art. 147 Sec. 7307, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration.
DRAWING NAME:
C.A. NUMBER:
GEOLOGICAL: 0021659
LAND SURVEYING: 0021271
PROFESSIONAL ENGINEERING: 0021272
20 Elm Street, Suite 110 Glens Falls, NY 12801 518-812-0513 labellapc.com
C116
1 FAWN LANE EXISTING CONDITIONS AND DEMOLITION PLAN 3
SCALE: 1" = 40'
N
C116
EXISTING & DEMO - FAWN 3 OF 3
OHW
OHW
G
G
GGG
GGG
G
W
W
W
WWWWWWW
W W
C
C
CC
C
C
CCT T
T
T
TTT
CT
G
E
E
E
EEEEEE
REMOVE AND SALVAGE
EXISTING FRAMES AND
GRATES. PROTECT EXISTING
STRUCTURES IN PLACE.
EXISTING STORM PIPING TO
BE REMOVED
REMOVE AND SALVAGE
EXISTING FRAMES AND
GRATES. PROTECT EXISTING
STRUCTURES IN PLACE.
EXISTING STORM PIPING TO
BE REMOVED
PEACHTREE LANE
PEACHTREE LANE
FA
W
N
LA
NE
PAVEMENT SAW
CUT LINE (TYP)
EXISTING ROADWAY TO BE PREPARED FOR
SHIMMING. EXISTING WING CURBS TO BE
MILLED LEVEL WITH EXISTING ROADWAY (TYP).
INLET PROTECTION
(TYP) - SEE ESC NOTES
DISTURBANCE
LIMITS (TYP)
DRAWING NUMBER:PROJECT NAME:
DRAWN BY:
ISSUED FOR:
DATE: PROJECT NO.:
Sherman Pines Subdivision Roadway and Drainage Improvements Sherman Pines Subdivision, Queensbury, New York 12804
2250839.11
BIDDING SET
07/08/2026
It is a violation of New York Education Law Art. 145 Sec. 7209 & Art. 147 Sec. 7307, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration.
DRAWING NAME:
C.A. NUMBER:
GEOLOGICAL: 0021659
LAND SURVEYING: 0021271
PROFESSIONAL ENGINEERING: 0021272
20 Elm Street, Suite 110 Glens Falls, NY 12801 518-812-0513 labellapc.com
C117
1 PEACHTREE LANE EXISTING CONDITIONS AND DEMOLITION PLAN 1
SCALE: 1" = 40'
N
C117
EXISTING & DEMO - PEACHTREE 1 OF 4
GGG
GG
G G
G
G
G
WWWWWWW
W
W
W
T C
CC T
CC
C C
C
C
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TT
TT
T
T
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EE
E E
E
E
ST
ST
REMOVE AND SALVAGE
EXISTING FRAMES AND
GRATES. PROTECT EXISTING
STRUCTURES IN PLACE.
EXISTING STORM PIPING
TO BE REMOVED
REMOVE AND SALVAGE
EXISTING FRAMES AND
GRATES. PROTECT EXISTING
STRUCTURES IN PLACE.
EXISTING STORM PIPING
TO BE REMOVED
REMOVE AND SALVAGE EXISTING
FRAME AND GRATE. PROTECT
EXISTING STRUCTURE IN PLACE.
EXISTING STORM PIPING TO
BE REMOVED
PE
AC
HTR
EE
LA
NE
PEACHTREE LANE
PEACHTREE LANE
EXISTING ROADWAY TO BE PREPARED FOR
SHIMMING. EXISTING WING CURBS TO BE
MILLED LEVEL WITH EXISTING ROADWAY (TYP).
PAVEMENT SAW
CUT LINE (TYP)
INLET PROTECTION
(TYP) - SEE ESC NOTES DISTURBANCE
LIMITS (TYP)
DRAWING NUMBER:PROJECT NAME:
DRAWN BY:
ISSUED FOR:
DATE: PROJECT NO.:
Sherman Pines Subdivision Roadway and Drainage Improvements Sherman Pines Subdivision, Queensbury, New York 12804
2250839.11
BIDDING SET
07/08/2026
It is a violation of New York Education Law Art. 145 Sec. 7209 & Art. 147 Sec. 7307, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration.
DRAWING NAME:
C.A. NUMBER:
GEOLOGICAL: 0021659
LAND SURVEYING: 0021271
PROFESSIONAL ENGINEERING: 0021272
20 Elm Street, Suite 110 Glens Falls, NY 12801 518-812-0513 labellapc.com
C118
1 PEACHTREE LANE EXISTING CONDITIONS AND DEMOLITION PLAN 2
SCALE: 1" = 40' N
C118
EXISTING & DEMO - PEACHTREE 2 OF 4
T T T T
GGGG
WWWWW
W
G G
GG
G
G
G
E E
E E E E E
E
WW
W
W
W
T
T CCC
T
T
C
C
C
T EE
E
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E
ST
ST
CCCC
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CREMOVE AND SALVAGE
EXISTING FRAME AND GRATE.
PROTECT EXISTING
STRUCTURE IN PLACE.
REMOVE AND SALVAGE
EXISTING FRAMES AND
GRATES. PROTECT EXISTING
STRUCTURES IN PLACE.
EXISTING STORM PIPING TO
BE REMOVED
EXISTING STORM PIPING TO
BE REMOVED
PEACHTREE LANEPEACHTREE LANE
AU
TU
MN
LA
NE
REMOVE AND DISPOSE OF
EXISTING FRAME AND FLAT
GRATE. PROTECT EXISTING
STRUCTURE IN PLACE.
EXISTING ROADWAY TO BE PREPARED FOR
SHIMMING. EXISTING WING CURBS TO BE
MILLED LEVEL WITH EXISTING ROADWAY (TYP).
PAVEMENT SAW
CUT LINE (TYP)
INLET PROTECTION
(TYP) - SEE ESC NOTES
DISTURBANCE
LIMITS (TYP)
DRAWING NUMBER:PROJECT NAME:
DRAWN BY:
ISSUED FOR:
DATE: PROJECT NO.:
Sherman Pines Subdivision Roadway and Drainage Improvements Sherman Pines Subdivision, Queensbury, New York 12804
2250839.11
BIDDING SET
07/08/2026
It is a violation of New York Education Law Art. 145 Sec. 7209 & Art. 147 Sec. 7307, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration.
DRAWING NAME:
C.A. NUMBER:
GEOLOGICAL: 0021659
LAND SURVEYING: 0021271
PROFESSIONAL ENGINEERING: 0021272
20 Elm Street, Suite 110 Glens Falls, NY 12801 518-812-0513 labellapc.com
C119
1 PEACHTREE LANE EXISTING CONDITIONS AND DEMOLITION PLAN 3
SCALE: 1" = 40' N
C119
EXISTING & DEMO - PEACHTREE 3 OF 4
W
W
T
T
T
T
T T
T
T
T
G
G
G
G
G
G
G G
G
G
G
G
E
E
E
E
E
E E
E
E
W
W
W
W
W W
W
W
W
W
C T
T
C
G
G
G
E
E
E
E
T C
C
G
E
C
C
C
C
C C
C
C
C
C
T
T
E
E
REMOVE AND SALVAGE EXISTING
FRAME AND GRATE. PROTECT
EXISTING STRUCTURE IN PLACE.
REMOVE AND SALVAGE EXISTING
FRAME AND GRATE. PROTECT
EXISTING STRUCTURE IN PLACE.
EXISTING STORM PIPING TO
BE REMOVEDPEACHTREE LANE
PEACHTREE LANE
FA
W
N
LA
NE
AUTUMN LANE
PAVEMENT SAW
CUT LINE (TYP)
EXISTING ROADWAY TO BE PREPARED FOR
SHIMMING. EXISTING WING CURBS TO BE
MILLED LEVEL WITH EXISTING ROADWAY (TYP).
INLET PROTECTION
(TYP) - SEE ESC NOTES
DISTURBANCE
LIMITS (TYP)
REMOVE AND SALVAGE
EXISTING FRAMES AND
GRATES. PROTECT EXISTING
STRUCTURES IN PLACE.
DRAWING NUMBER:PROJECT NAME:
DRAWN BY:
ISSUED FOR:
DATE: PROJECT NO.:
Sherman Pines Subdivision Roadway and Drainage Improvements Sherman Pines Subdivision, Queensbury, New York 12804
2250839.11
BIDDING SET
07/08/2026
It is a violation of New York Education Law Art. 145 Sec. 7209 & Art. 147 Sec. 7307, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration.
DRAWING NAME:
C.A. NUMBER:
GEOLOGICAL: 0021659
LAND SURVEYING: 0021271
PROFESSIONAL ENGINEERING: 0021272
20 Elm Street, Suite 110 Glens Falls, NY 12801 518-812-0513 labellapc.com
C120
1 PEACHTREE LANE EXISTING CONDITIONS AND DEMOLITION PLAN 4
SCALE: 1" = 40' N
C120
EXISTING & DEMO - PEACHTREE 4 OF 4
G
G
G
G
W
W
W W
W
W
W
G
G
G
G G
G G
G
G
G
W W
W
W
W
W
W
G
G
G
G
G
0+
1+
2+
3+
4+
5+
6+
7+
8+00
9+00
10+00 11+00 12+00
13+00
+0
+0
+9
7.8
PC: 6+51.84
PT
: 1
1+
.46
PC
: 1 1+
.14
PT: 13+96.27
0+
1+
2+
3+
4+
5+
6+
7+00
8+00 9+00
10+00 11+00
12+00 13+00
14+00
15+00
16+00
17+00
18+00
19+00
20+00 21+0022+0023+0023+07.78
PC: 4+47.78
PT
: 8
+3 1.1
PC
: 1
1+
.75
PT
: 1
4+
.03
PI:
+7 2.5
3PI:
+6 7.5
PC
: 1
9+
.75
PT
: 2
1+
.08
0+
1+
2+00
3+00 4+00 5+00
6+00 7+00
8+00 9+00
10+00 11+00
12+00 13+0013+40.64
PC: 0+80.62
PCC: 1+51.71
PT
: 4
+2 3.7
PI
: 1
1+
.55
DRAWING NUMBER:PROJECT NAME:
DRAWN BY:
ISSUED FOR:
DATE: PROJECT NO.:
Sherman Pines Subdivision Roadway and Drainage Improvements Sherman Pines Subdivision, Queensbury, New York 12804
2250839.11
BIDDING SET
07/08/2026
It is a violation of New York Education Law Art. 145 Sec. 7209 & Art. 147 Sec. 7307, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration.
DRAWING NAME:
C.A. NUMBER:
GEOLOGICAL: 0021659
LAND SURVEYING: 0021271
PROFESSIONAL ENGINEERING: 0021272
20 Elm Street, Suite 110 Glens Falls, NY 12801 518-812-0513 labellapc.com
N
C201
1 SHERMAN PINES SUBDIVISION GRADING OVERALL
SCALE: 1" = 150'
DISTURBANCE
LIMITS (TYP)AUTUMN LANE
AUTUMN LANE
AU
TU
MN LA
NE
FA
WN LA
NE FAWN LANE
PEACHTREE LANE
PEACHTREE LANE
PEACHTREE LANE
PE
AC
HT
RE
E
LA
NE
CONNECTION WITH EXISTING
UPPER SHERMAN AVENUE
CONNECTION WITH EXISTING
UPPER SHERMAN AVENUE
C201
OVERALL PROPOSED PLAN
OHW
WWWWW
W
T
T T
G G G G
G G
E
E
W W
W W W W
CT
TTT
CCC
C
C C C C
G
G
G G GEEE
E
C
C
T T T T TE E E E
0+00 1+00 2+00 3+00 4+00 5+00 6+00
+0
+0
+0
7.7
SD 3
52 LF-15" HDPE @ 0.96%
SD 1
41 LF-15" HDPE @ 0.25%
SD 2
43 LF-15" HDPE @ 0.00%
P 22+83 (R)
EXISTING STRUCTURE
NEW RIM FLOWLINE=468.26
SW 15" INV IN=464.70
S 15" INV OUT=464.90
A 3+50 (R)
EXISTING STRUCTURE
NEW RIM FLOWLINE=468.09
NE 15" INV OUT=464.80
SE 15" INV OUT=464.50
P 22+89 (L)
EXISTING STRUCTURE
NEW RIM FLOWLINE=467.83
NW 15" INV IN=464.50
N 15" INV IN=464.40
NEW RIM FLOWLINE=463.54
DRAWING NUMBER:PROJECT NAME:
DRAWN BY:
ISSUED FOR:
DATE: PROJECT NO.:
Sherman Pines Subdivision Roadway and Drainage Improvements Sherman Pines Subdivision, Queensbury, New York 12804
2250839.11
BIDDING SET
07/08/2026
It is a violation of New York Education Law Art. 145 Sec. 7209 & Art. 147 Sec. 7307, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration.
DRAWING NAME:
C.A. NUMBER:
GEOLOGICAL: 0021659
LAND SURVEYING: 0021271
PROFESSIONAL ENGINEERING: 0021272
20 Elm Street, Suite 110 Glens Falls, NY 12801 518-812-0513 labellapc.com
C211
1 AUTUMN LANE PLAN VIEW STATION 0+00 - 6+10
SCALE: 1" = 40'
N
DISTURBANCE
LIMITS (TYP)
C211
PLAN - AUTUMN 1 OF 3
TACK COAT, SHIM, AND OVERLAY
EXISTING ROADWAY IN ACCORDANCE
WITH DETAIL 1 ON SHEET C301 (TYP)
RAISE EXISTING RIM AND FRAMES TO SPECIFIED
NEW RIM FLOWLINE ELEVATION USING GRADE
RINGS AS REQUIRED. WARP WING CURB GRADE
AROUND RIM TO ENSURE POSITIVE DRAINAGE
INTO EXISTING STRUCTURE (TYP).
INSTALL NEW HDPE PIPE ENSURING PIPE
BEDDING IS WRAPPED WITH DRAINAGE FABRIC
AND CONNECTIONS WITH EXISTING
STRUCTURES ARE GROUTED AND SEALED (TYP).
EXISTING STRUCTURES TO BE VACUUMED AND
CLEANED OF ALL DEBRIS. PLACE COMPACTED
SUBBASE/STONE ABOVE PIPE CONNECTIONS AND
AROUND STRUCTURE LID PRIOR TO SHIMMING
AND OVERLAY (TYP).
FA
W
N
LA
NE
AUTUMN LANE
AUTUMN LANE
UP
PE
R
SH
ER
MA
N
AV
E
W
W
W
W W
W
W
W
W
W
CT
T
C T
C
C
C
C
C C
C
C
C
C
G
G
G
G
G
G
G
G
G
G
G G
G
G
G
E
E
E
E
E
E
E
T
T
T
T T
T
T
T
T
E
E
E
E
E
6+00
7+00
8+00
9+00
10+00
11+00
+0
PC: 6+
51.
PT: 11+36.46
PC: 11+47.14
SD 4
24 LF-12" HDPE @ 0.83%
A 10+95 (L)
EXISTING STRUCTURE
NEW RIM FLOWLINE=466.15
A 10+50 (R)
EXISTING STRUCTURE
NEW RIM FLOWLINE=464.11
A 6+90 (L)
EXISTING STRUCTURE
NEW RIM FLOWLINE=463.54
A 7+22 (R)
EXISTING STRUCTURE
NEW RIM FLOWLINE=462.86
A 9+26 (L)
EXISTING STRUCTURE
NEW RIM FLOWLINE=461.33
A 9+02 (L)
EXISTING STRUCTURE
NEW RIM FLOWLINE=461.15
SW 12" INV IN=457.00
A 9+02 (R)
EXISTING STRUCTURE
NEW RIM FLOWLINE=461.22
NE 12" INV OUT=457.20
A 8+75 (L)
EXISTING STRUCTURE
NEW RIM FLOWLINE=461.32
DRAWING NUMBER:PROJECT NAME:
DRAWN BY:
ISSUED FOR:
DATE: PROJECT NO.:
Sherman Pines Subdivision Roadway and Drainage Improvements Sherman Pines Subdivision, Queensbury, New York 12804
2250839.11
BIDDING SET
07/08/2026
It is a violation of New York Education Law Art. 145 Sec. 7209 & Art. 147 Sec. 7307, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration.
DRAWING NAME:
C.A. NUMBER:
GEOLOGICAL: 0021659
LAND SURVEYING: 0021271
PROFESSIONAL ENGINEERING: 0021272
20 Elm Street, Suite 110 Glens Falls, NY 12801 518-812-0513 labellapc.com
C212
1 AUTUMN LANE PLAN VIEW STATION 6+10 - 11+50
SCALE: 1" = 40'
N
DISTURBANCE
LIMITS (TYP)
C212
PLAN - AUTUMN 2 OF 3
TACK COAT, SHIM, AND OVERLAY
EXISTING ROADWAY IN ACCORDANCE
WITH DETAIL 1 ON SHEET C301 (TYP)
RAISE EXISTING RIM AND FRAMES TO SPECIFIED
NEW RIM FLOWLINE ELEVATION USING GRADE
RINGS AS REQUIRED. WARP WING CURB GRADE
AROUND RIM TO ENSURE POSITIVE DRAINAGE
INTO EXISTING STRUCTURE (TYP).
INSTALL NEW HDPE PIPE ENSURING PIPE
BEDDING IS WRAPPED WITH DRAINAGE FABRIC
AND CONNECTIONS WITH EXISTING
STRUCTURES ARE GROUTED AND SEALED (TYP).
EXISTING STRUCTURES TO BE VACUUMED AND
CLEANED OF ALL DEBRIS. PLACE COMPACTED
SUBBASE/STONE ABOVE PIPE CONNECTIONS AND
AROUND STRUCTURE LID PRIOR TO SHIMMING
AND OVERLAY (TYP).
T T T T
G
W W
W
W
W
W W W W
CT
T
C
C
C
C
G
G
G
G G
G
G
G
G G G G G
G
E
E
E
E
E
E E E
E E
W
T T
C C
C E
E C
C C C
T
T
T
T
T
11+00
12+00
13+00
14+00 15+00 15+97.85
PT: 11
+36.
PC: 11
+47.
PT
: 1
3+
.27
+0
+0
+0
PT: 14+09.03
PI: 14+72.53
PI: 15+67.54
SD 6
44 LF-15" HDPE @ 2.07%
SD 5
54 LF-12" HDPE @ 3.16%
SD 7
44 LF-12" HDPE @ 3.68%
A 15+68 (L)
EXISTING STRUCTURE
NEW RIM FLOWLINE=464.82
E 12" INV OUT=461.40
NE 15" INV OUT=461.40
P 15+20 (R)
EXISTING STRUCTURE
NEW RIM FLOWLINE=464.58
SW 15" INV IN=460.50
S 12" INV OUT=460.90
A 15+81 (R)
EXISTING STRUCTURE
NEW RIM FLOWLINE=463.57
W 12" INV IN=459.70
N 12" INV IN=459.30
DRAWING NUMBER:PROJECT NAME:
DRAWN BY:
ISSUED FOR:
DATE: PROJECT NO.:
Sherman Pines Subdivision Roadway and Drainage Improvements Sherman Pines Subdivision, Queensbury, New York 12804
2250839.11
BIDDING SET
07/08/2026
It is a violation of New York Education Law Art. 145 Sec. 7209 & Art. 147 Sec. 7307, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration.
DRAWING NAME:
C.A. NUMBER:
GEOLOGICAL: 0021659
LAND SURVEYING: 0021271
PROFESSIONAL ENGINEERING: 0021272
20 Elm Street, Suite 110 Glens Falls, NY 12801 518-812-0513 labellapc.com
C213
1 AUTUMN LANE PLAN VIEW STATION 11+50 - 15+97.85
SCALE: 1" = 40'
N
C213
PLAN - AUTUMN 3 OF 3
DISTURBANCE
LIMITS (TYP)
TACK COAT, SHIM, AND OVERLAY
EXISTING ROADWAY IN ACCORDANCE
WITH DETAIL 1 ON SHEET C301 (TYP)
RAISE EXISTING RIM AND FRAMES TO SPECIFIED
NEW RIM FLOWLINE ELEVATION USING GRADE
RINGS AS REQUIRED. WARP WING CURB GRADE
AROUND RIM TO ENSURE POSITIVE DRAINAGE
INTO EXISTING STRUCTURE (TYP).
INSTALL NEW HDPE PIPE ENSURING PIPE
BEDDING IS WRAPPED WITH DRAINAGE FABRIC
AND CONNECTIONS WITH EXISTING
STRUCTURES ARE GROUTED AND SEALED (TYP).
EXISTING STRUCTURES TO BE VACUUMED AND
CLEANED OF ALL DEBRIS. PLACE COMPACTED
SUBBASE/STONE ABOVE PIPE CONNECTIONS AND
AROUND STRUCTURE LID PRIOR TO SHIMMING
AND OVERLAY (TYP).
PE
AC
HT
RE
E
LA
NE
W
W
W
W
T T
G
G
G G
G
E E
W W
W W
E E
E
T
C C
C
C
T
T
T
T
T
G
G
G
G
G
E
E
E
E
E
C
C C
C
C
C
C
+0
+0
+0
PC: 19+33.75
0+00 1+00
2+00
3+00 4+00
PC
: 0
+8 0.6
PC
C:
1+
.71
SD 10
24 LF-12" HDPE @ -2.90%
F 3+75 (L)
EXISTING STRUCTURE
NEW RIM FLOWLINE=467.10
F 1+63 (L)
EXISTING STRUCTURE
NEW RIM FLOWLINE=466.86
NE 12" INV OUT=461.50
F 2+45 (L)
EXISTING STRUCTURE
NEW RIM FLOWLINE=465.99
SW 12" INV IN=461.00
SE 12" INV OUT=461.10
F 2+48 (R)
EXISTING STRUCTURE
NEW RIM FLOWLINE=466.01
NW 12" INV IN=461.80
ST
SD 17
86 LF-12" HDPE @ 0.58%
DRAWING NUMBER:PROJECT NAME:
DRAWN BY:
ISSUED FOR:
DATE: PROJECT NO.:
Sherman Pines Subdivision Roadway and Drainage Improvements Sherman Pines Subdivision, Queensbury, New York 12804
2250839.11
BIDDING SET
07/08/2026
It is a violation of New York Education Law Art. 145 Sec. 7209 & Art. 147 Sec. 7307, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration.
DRAWING NAME:
C.A. NUMBER:
GEOLOGICAL: 0021659
LAND SURVEYING: 0021271
PROFESSIONAL ENGINEERING: 0021272
20 Elm Street, Suite 110 Glens Falls, NY 12801 518-812-0513 labellapc.com
C214
1 FAWN LANE PLAN VIEW STATION 0+00 - 3+25
SCALE: 1" = 40'
N
C214
PLAN - FAWN 1 OF 3
DISTURBANCE
LIMITS (TYP)
TACK COAT, SHIM, AND OVERLAY
EXISTING ROADWAY IN ACCORDANCE
WITH DETAIL 1 ON SHEET C301 (TYP)
RAISE EXISTING RIM AND FRAMES TO SPECIFIED
NEW RIM FLOWLINE ELEVATION USING GRADE
RINGS AS REQUIRED. WARP WING CURB GRADE
AROUND RIM TO ENSURE POSITIVE DRAINAGE
INTO EXISTING STRUCTURE (TYP).
INSTALL NEW HDPE PIPE ENSURING PIPE
BEDDING IS WRAPPED WITH DRAINAGE FABRIC
AND CONNECTIONS WITH EXISTING
STRUCTURES ARE GROUTED AND SEALED (TYP).
EXISTING STRUCTURES TO BE VACUUMED AND
CLEANED OF ALL DEBRIS. PLACE COMPACTED
SUBBASE/STONE ABOVE PIPE CONNECTIONS AND
AROUND STRUCTURE LID PRIOR TO SHIMMING
AND OVERLAY (TYP).
FAWN LANE
PE
AC
HT
RE
E
LA
W W W W W W
W W
T
T
C C C
C
T T T
C
C T
T
T T TC C
G
G G G G G G G G E E E
E
E E E E
C
C
C
3+00
4+00 5+00 6+00 7+00 8+00 9+00
PT
: 4
+2 3.7
F 4+50 (R)
EXISTING STRUCTURE
NEW RIM FLOWLINE=468.26
F 3+75 (L)
EXISTING STRUCTURE
NEW RIM FLOWLINE=467.10
DRAWING NUMBER:PROJECT NAME:
DRAWN BY:
ISSUED FOR:
DATE: PROJECT NO.:
Sherman Pines Subdivision Roadway and Drainage Improvements Sherman Pines Subdivision, Queensbury, New York 12804
2250839.11
BIDDING SET
07/08/2026
It is a violation of New York Education Law Art. 145 Sec. 7209 & Art. 147 Sec. 7307, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration.
DRAWING NAME:
C.A. NUMBER:
GEOLOGICAL: 0021659
LAND SURVEYING: 0021271
PROFESSIONAL ENGINEERING: 0021272
20 Elm Street, Suite 110 Glens Falls, NY 12801 518-812-0513 labellapc.com
C215
1 FAWN LANE PLAN VIEW STATION 3+25 - 9+25
SCALE: 1" = 40'
N
C215
PLAN - FAWN 2 OF 3
DISTURBANCE
LIMITS (TYP)
TACK COAT, SHIM, AND OVERLAY
EXISTING ROADWAY IN ACCORDANCE
WITH DETAIL 1 ON SHEET C301 (TYP)
RAISE EXISTING RIM AND FRAMES TO SPECIFIED
NEW RIM FLOWLINE ELEVATION USING GRADE
RINGS AS REQUIRED. WARP WING CURB GRADE
AROUND RIM TO ENSURE POSITIVE DRAINAGE
INTO EXISTING STRUCTURE (TYP).
EXISTING STRUCTURES TO BE VACUUMED AND
CLEANED OF ALL DEBRIS. PLACE COMPACTED
SUBBASE/STONE ABOVE PIPE CONNECTIONS AND
AROUND STRUCTURE LID PRIOR TO SHIMMING
FAWN LANE
G G
W W
W W
W W W W W W W
C C
C C
T T
T
C C CT T T T
T
T C C
TC
G G G G G GE EE E E
E E
E
3+
4+
PC: 4+47.78
9+00 10+00 11+00 12+00 13+00 13+40.64
PI
: 1
1+
.55
SD 13
39 LF-15" HDPE @ 0.77%
SD 11
46 LF-12" HDPE @ 1.51%
SD 12
42 LF-15" HDPE @ 1.68%
F 9+92 (R)
EXISTING STRUCTURE
NEW RIM FLOWLINE=467.20
F 9+99 (L)
EXISTING STRUCTURE
NEW RIM FLOWLINE=467.27
F 13+20 (R)
EXISTING STRUCTURE
NEW RIM FLOWLINE=461.52
N 12" INV OUT=457.10
NE 15" INV OUT=456.40
F 13+18 (L)
EXISTING STRUCTURE
NEW RIM FLOWLINE=460.64
S 12" INV IN=456.40
SE 15" INV OUT=455.40
P 3+75 (L)
EXISTING STRUCTURE
NEW RIM FLOWLINE=460.79
SW 15" INV IN=455.70
NW 15" INV IN=455.10
DRAWING NUMBER:PROJECT NAME:
DRAWN BY:
ISSUED FOR:
DATE: PROJECT NO.:
Sherman Pines Subdivision Roadway and Drainage Improvements Sherman Pines Subdivision, Queensbury, New York 12804
2250839.11
BIDDING SET
07/08/2026
It is a violation of New York Education Law Art. 145 Sec. 7209 & Art. 147 Sec. 7307, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration.
DRAWING NAME:
C.A. NUMBER:
GEOLOGICAL: 0021659
LAND SURVEYING: 0021271
PROFESSIONAL ENGINEERING: 0021272
20 Elm Street, Suite 110 Glens Falls, NY 12801 518-812-0513 labellapc.com
C216
1 FAWN LANE PLAN VIEW STATION 9+25 - 13+40.64
SCALE: 1" = 40'
N
C216
PLAN - FAWN 3 OF 3
DISTURBANCE
LIMITS (TYP)
TACK COAT, SHIM, AND OVERLAY
EXISTING ROADWAY IN ACCORDANCE
WITH DETAIL 1 ON SHEET C301 (TYP)
RAISE EXISTING RIM AND FRAMES TO SPECIFIED
NEW RIM FLOWLINE ELEVATION USING GRADE
RINGS AS REQUIRED. WARP WING CURB GRADE
AROUND RIM TO ENSURE POSITIVE DRAINAGE
INTO EXISTING STRUCTURE (TYP).
INSTALL NEW HDPE PIPE ENSURING PIPE
BEDDING IS WRAPPED WITH DRAINAGE FABRIC
AND CONNECTIONS WITH EXISTING
STRUCTURES ARE GROUTED AND SEALED (TYP).
EXISTING STRUCTURES TO BE VACUUMED AND
CLEANED OF ALL DEBRIS. PLACE COMPACTED
SUBBASE/STONE ABOVE PIPE CONNECTIONS AND
AROUND STRUCTURE LID PRIOR TO SHIMMING
AND OVERLAY (TYP).
FAWN LANE
PE
AC
HT
RE
E
OHW
OHW
G
G
GGG
GGG
G
W
W
W
WWWWWWW
W W
C
C
CC
C
C
CCT T
T
T
TTT
CT
G
E
E
E
EEEEEE
0+00 1+00 2+00 3+00 4+00 5+00
6+00
PC
: 4
+4 7.7
+0
+4 0.6
SD 13
39 LF-15" HDPE @ 0.77%
SD 11
46 LF-12" HDPE @ 1.51%
SD 12
42 LF-15" HDPE @ 1.68%
F 13+20 (R)
EXISTING STRUCTURE
NEW RIM FLOWLINE=461.52
N 12" INV OUT=457.10
NE 15" INV OUT=456.40
F 13+18 (L)
EXISTING STRUCTURE
NEW RIM FLOWLINE=460.64
S 12" INV IN=456.40
SE 15" INV OUT=455.40
P 0+58 (R)
EXISTING STRUCTURE
NEW RIM FLOWLINE=458.14
S 12" INV OUT=452.70
P 0+58 (L)
EXISTING STRUCTURE
NEW RIM FLOWLINE=458.16
S 12" INV OUT=453.00
P 1+34 (R)
EXISTING STRUCTURE
NEW RIM FLOWLINE=456.96
N 12" INV IN=450.90
P 1+32 (L)
EXISTING STRUCTURE
NEW RIM FLOWLINE=456.97
N 12" INV IN=453.00
P 3+75 (L)
EXISTING STRUCTURE
NEW RIM FLOWLINE=460.79
SW 15" INV IN=455.70
NW 15" INV IN=455.10
ST
ST
SD 18
74 LF-12" HDPE @ 0.00%
SD 19
77 LF-12" HDPE @ 2.34%
DRAWING NUMBER:PROJECT NAME:
DRAWN BY:
ISSUED FOR:
DATE: PROJECT NO.:
Sherman Pines Subdivision Roadway and Drainage Improvements Sherman Pines Subdivision, Queensbury, New York 12804
2250839.11
BIDDING SET
07/08/2026
It is a violation of New York Education Law Art. 145 Sec. 7209 & Art. 147 Sec. 7307, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration.
DRAWING NAME:
C.A. NUMBER:
GEOLOGICAL: 0021659
LAND SURVEYING: 0021271
PROFESSIONAL ENGINEERING: 0021272
20 Elm Street, Suite 110 Glens Falls, NY 12801 518-812-0513 labellapc.com
C217
1 PEACHTREE LANE PLAN VIEW STATION 0+00 - 6+00
SCALE: 1" = 40'
N
C217
PLAN - PEACHTREE 1 OF 4
DISTURBANCE
LIMITS (TYP)
TACK COAT, SHIM, AND OVERLAY
EXISTING ROADWAY IN ACCORDANCE
WITH DETAIL 1 ON SHEET C301 (TYP)
RAISE EXISTING RIM AND FRAMES TO SPECIFIED
NEW RIM FLOWLINE ELEVATION USING GRADE
RINGS AS REQUIRED. WARP WING CURB GRADE
AROUND RIM TO ENSURE POSITIVE DRAINAGE
INTO EXISTING STRUCTURE (TYP).INSTALL NEW HDPE PIPE ENSURING PIPE
BEDDING IS WRAPPED WITH DRAINAGE FABRIC
AND CONNECTIONS WITH EXISTING
STRUCTURES ARE GROUTED AND SEALED (TYP).
EXISTING STRUCTURES TO BE VACUUMED AND
CLEANED OF ALL DEBRIS. PLACE COMPACTED
SUBBASE/STONE ABOVE PIPE CONNECTIONS AND
AROUND STRUCTURE LID PRIOR TO SHIMMING
AND OVERLAY (TYP).
FA
W
N
LA
PEACHTREE LANE
GGG
GG
G G
G
G
G
WWWWWWW
W
W
W
T C
CC T
CC
C C
C
C
T
TT
TT
T
T
E
E
EE
E E
E
E
ST
ST
6+00
7+00
8+00 9+00 10+00 11+00 12+00
PT
: 8
+3 1.1
PC
: 1
1+
.75
P 8+05 (R)
EXISTING STRUCTURE
NEW RIM FLOWLINE=460.21
S 12" INV IN=455.00
P 8+07 (L)
EXISTING STRUCTURE
NEW RIM FLOWLINE=460.19
N 12" INV OUT=454.30
P 8+40 (L)
EXISTING STRUCTURE
NEW RIM FLOWLINE=459.89
P 11+18 (R)
EXISTING STRUCTURE
NEW RIM FLOWLINE=457.91
SW 12" INV IN=452.50
W 12" INV IN=452.40
P 11+41 (L)
EXISTING STRUCTURE
NEW RIM FLOWLINE=457.75
W 12" INV IN=452.30
NE 12" INV OUT=452.30
SD 9
24 LF-12" HDPE @ -2.91%
SD 8
34 LF-12" HDPE @ -0.60%
ST
ST
SD 15
101 LF-12" HDPE @ -0.49%
SD 16
84 LF-12" HDPE @ -0.71%
DRAWING NUMBER:PROJECT NAME:
DRAWN BY:
ISSUED FOR:
DATE: PROJECT NO.:
Sherman Pines Subdivision Roadway and Drainage Improvements Sherman Pines Subdivision, Queensbury, New York 12804
2250839.11
BIDDING SET
07/08/2026
It is a violation of New York Education Law Art. 145 Sec. 7209 & Art. 147 Sec. 7307, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration.
DRAWING NAME:
C.A. NUMBER:
GEOLOGICAL: 0021659
LAND SURVEYING: 0021271
PROFESSIONAL ENGINEERING: 0021272
20 Elm Street, Suite 110 Glens Falls, NY 12801 518-812-0513 labellapc.com
C218
1 PEACHTREE LANE PLAN VIEW STATION 6+00 - 12+00
SCALE: 1" = 40' N
C218
PLAN - PEACHTREE 2 OF 4
DISTURBANCE
LIMITS (TYP)
TACK COAT, SHIM, AND OVERLAY
EXISTING ROADWAY IN ACCORDANCE
WITH DETAIL 1 ON SHEET C301 (TYP)
RAISE EXISTING RIM AND FRAMES TO SPECIFIED
NEW RIM FLOWLINE ELEVATION USING GRADE
RINGS AS REQUIRED. WARP WING CURB GRADE
AROUND RIM TO ENSURE POSITIVE DRAINAGE
INTO EXISTING STRUCTURE (TYP).
INSTALL NEW HDPE PIPE ENSURING PIPE
BEDDING IS WRAPPED WITH DRAINAGE FABRIC
AND CONNECTIONS WITH EXISTING
STRUCTURES ARE GROUTED AND SEALED (TYP).
EXISTING STRUCTURES TO BE VACUUMED AND
CLEANED OF ALL DEBRIS. PLACE COMPACTED
SUBBASE/STONE ABOVE PIPE CONNECTIONS AND
AROUND STRUCTURE LID PRIOR TO SHIMMING
T T T
GGGG
WWWW
W
G G
GG
G
G
G
E E
E E E E
E
WW
W
W
W
T
T CCC
T
T
C
C
C
T EE
E
E
E
ST
ST
CCCC
C
+0
+9 7.8
12+00
13+00
14+00 15+00 16+00 17+00 18+00
PC: 11+88.75
PT
: 1
4+
.03
PI
: 1
4+
.53
PI
: 1
5+
.54 SD 6
44 LF-15" HDPE @ 2.07%
SD 5
54 LF-12" HDPE @ 3.16%
SD 7
44 LF-12" HDPE @ 3.68%
A 15+68 (L)
EXISTING STRUCTURE
NEW RIM FLOWLINE=464.82
E 12" INV OUT=461.40
NE 15" INV OUT=461.40
P 15+20 (R)
EXISTING STRUCTURE
NEW RIM FLOWLINE=464.58
SW 15" INV IN=460.50
S 12" INV OUT=460.90
A 15+81 (R)
EXISTING STRUCTURE
NEW RIM FLOWLINE=463.57
W 12" INV IN=459.70
N 12" INV IN=459.30
P 12+03 (R)
EXISTING STRUCTURE
NEW RIM FLOWLINE=457.26
W 12" INV IN=451.60
E 12" INV OUT=451.80
P 12+42 (L)
EXISTING STRUCTURE
NEW RIM FLOWLINE=457.13
E 12" INV OUT=451.80
P 12+42 (R)
EXISTING STRUCTURE
NEW RIM FLOWLINE=457.13
E 12" INV OUT=451.80
ST
ST
SD 15
101 LF-12" HDPE @ -0.49%
SD 14
38 LF-12" HDPE @ 0.53%
DRAWING NUMBER:PROJECT NAME:
DRAWN BY:
ISSUED FOR:
DATE: PROJECT NO.:
Sherman Pines Subdivision Roadway and Drainage Improvements Sherman Pines Subdivision, Queensbury, New York 12804
2250839.11
BIDDING SET
07/08/2026
It is a violation of New York Education Law Art. 145 Sec. 7209 & Art. 147 Sec. 7307, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration.
DRAWING NAME:
C.A. NUMBER:
GEOLOGICAL: 0021659
LAND SURVEYING: 0021271
PROFESSIONAL ENGINEERING: 0021272
20 Elm Street, Suite 110 Glens Falls, NY 12801 518-812-0513 labellapc.com
C219
1 PEACHTREE LANE PLAN VIEW STATION 12+00 - 18+00
SCALE: 1" = 40' N
C219
PLAN - PEACHTREE 3 OF 4
DISTURBANCE
LIMITS (TYP)
TACK COAT, SHIM, AND OVERLAY
EXISTING ROADWAY IN ACCORDANCE
WITH DETAIL 1 ON SHEET C301 (TYP)
RAISE EXISTING RIM AND FRAMES TO SPECIFIED
NEW RIM FLOWLINE ELEVATION USING GRADE
RINGS AS REQUIRED. WARP WING CURB GRADE
AROUND RIM TO ENSURE POSITIVE DRAINAGE
INTO EXISTING STRUCTURE (TYP).
INSTALL NEW HDPE PIPE ENSURING PIPE
BEDDING IS WRAPPED WITH DRAINAGE FABRIC
AND CONNECTIONS WITH EXISTING
STRUCTURES ARE GROUTED AND SEALED (TYP).
EXISTING STRUCTURES TO BE VACUUMED AND
CLEANED OF ALL DEBRIS. PLACE COMPACTED
SUBBASE/STONE ABOVE PIPE CONNECTIONS AND
AROUND STRUCTURE LID PRIOR TO SHIMMING
AND OVERLAY (TYP).
PEACHTREE LANE
AU
TU
MN
W
T
T
T
T
T T
T
T
T G
G
G
G
G
G G
G
G
G
G
E
E
E
E
E
E E
E
E
W
W
W
W
W W
W
W
W
W
C
C
C
G
G
G
E
E
E
E
T C
G
E
C
C
C
C
C C
C
C
C
C
T
T
E
E
3+
4+
17+00
18+00
19+00
20+00 21+00
22+00
23+0023+07.78
PC
: 1
9+
.75
PT
: 2
1+
.08
0+
1+
PC: 0+80.62
SD 3
52 LF-15" HDPE @ 0.96%
SD 1
41 LF-15" HDPE @ 0.25%
SD 2
43 LF-15" HDPE @ 0.00%
P 20+39 (L)
EXISTING STRUCTURE
NEW RIM FLOWLINE=469.12
P 21+85 (R)
EXISTING STRUCTURE
NEW RIM FLOWLINE=468.61
P 22+83 (R)
EXISTING STRUCTURE
NEW RIM FLOWLINE=468.26
SW 15" INV IN=464.70
S 15" INV OUT=464.90
P 22+89 (L)
EXISTING STRUCTURE
NEW RIM FLOWLINE=467.83
NW 15" INV IN=464.50
N 15" INV IN=464.40
DRAWING NUMBER:PROJECT NAME:
DRAWN BY:
ISSUED FOR:
DATE: PROJECT NO.:
Sherman Pines Subdivision Roadway and Drainage Improvements Sherman Pines Subdivision, Queensbury, New York 12804
2250839.11
BIDDING SET
07/08/2026
It is a violation of New York Education Law Art. 145 Sec. 7209 & Art. 147 Sec. 7307, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration.
DRAWING NAME:
C.A. NUMBER:
GEOLOGICAL: 0021659
LAND SURVEYING: 0021271
PROFESSIONAL ENGINEERING: 0021272
20 Elm Street, Suite 110 Glens Falls, NY 12801 518-812-0513 labellapc.com
C220
1 PEACHTREE LANE PLAN VIEW STATION 18+00 - 23+07.78
SCALE: 1" = 40' N
C220
PLAN - PEACHTREE 4 OF 4
DISTURBANCE
LIMITS (TYP)
TACK COAT, SHIM, AND OVERLAY
EXISTING ROADWAY IN ACCORDANCE
WITH DETAIL 1 ON SHEET C301 (TYP)
RAISE EXISTING RIM AND FRAMES TO SPECIFIED
NEW RIM FLOWLINE ELEVATION USING GRADE
RINGS AS REQUIRED. WARP WING CURB GRADE
AROUND RIM TO ENSURE POSITIVE DRAINAGE
INTO EXISTING STRUCTURE (TYP).
INSTALL NEW HDPE PIPE ENSURING PIPE
BEDDING IS WRAPPED WITH DRAINAGE FABRIC
AND CONNECTIONS WITH EXISTING
STRUCTURES ARE GROUTED AND SEALED (TYP).
EXISTING STRUCTURES TO BE VACUUMED AND
CLEANED OF ALL DEBRIS. PLACE COMPACTED
SUBBASE/STONE ABOVE PIPE CONNECTIONS AND
AROUND STRUCTURE LID PRIOR TO SHIMMING
AND OVERLAY (TYP).
FA
W
N
LA
NE
W
T
T
T T
G
G
G G
E
E E
E
W
W W
W W
W W
C C
C
G
G G
G G
G
C
C C
C
ST
ST
ST
T T
T E
E E
3+
4+
22+00
23+0023+07.78
ST
ST
ST
SD 3
52 LF-15" HDPE @ 0.96%
SD 2
43 LF-15" HDPE @ 0.00%
P 22+83 (R)
EXISTING STRUCTURE
NEW RIM FLOWLINE=468.26
SW 15" INV IN=464.70
S 15" INV OUT=464.90
A 3+50 (R)
EXISTING STRUCTURE
NEW RIM FLOWLINE=468.09
NE 15" INV OUT=464.80
SE 15" INV OUT=464.50
-1 .0%
-0.
9%
-1.9%
-0.5%
-2.0%
-2.0%
-1.8%
-2.
4%
OHW
OHW
W W
W W
G
G
T
T T
C C
C
E E
E
OHW
0+
1+
ME:472.3±
ME:472.3±
ME:472.5±
-1.2% -0.
9%
DRAWING NUMBER:PROJECT NAME:
DRAWN BY:
ISSUED FOR:
DATE: PROJECT NO.:
Sherman Pines Subdivision Roadway and Drainage Improvements Sherman Pines Subdivision, Queensbury, New York 12804
2250839.11
BIDDING SET
07/08/2026
It is a violation of New York Education Law Art. 145 Sec. 7209 & Art. 147 Sec. 7307, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration.
DRAWING NAME:
C.A. NUMBER:
GEOLOGICAL: 0021659
LAND SURVEYING: 0021271
PROFESSIONAL ENGINEERING: 0021272
20 Elm Street, Suite 110 Glens Falls, NY 12801 518-812-0513 labellapc.com
C221
2 AUTUMN LANE AND PEACHTREE LANE INTERSECTION
SCALE: 1" = 20'
N
C221
1 AUTUMN LANE AND UPPER SHERMAN AVENUE INTERSECTION
SCALE: 1" = 20'
N
C221
INTERSECTION GRADING 1
DISTURBANCE
LIMITS (TYP)
GRADE INTERSECTION TO
ENSURE POSITIVE DRAINAGE
FROM APRON CONNECTION
TOWARDS AUTUMN LANE
WARP INTERSECTION GRADING
TO ENSURE A HIGH POINT AT THE
CONNECTION OF AUTUMN LANE
AND PEACHTREE LANE AND
POSITIVE DRAINAGE TOWARDS
EXISTING CATCH BASINS
UPPER SHERMAN AVE
AU
TU
MN
LA
NE
T
T
T
G
G
W
W
W
W
W
GG
G
G
G
G
G
G
E
E
E
E
E
E
W
W
W
W
T
T
T
C
C
C
C
E
E
E
ST
ST
ST
T
C
C
C
C
+9
7.8
15+00
16+00
PI:
+7 2.5
PI:
+6 7.5
ST
ST
ST
SD 6
44 LF-15" HDPE @ 2.07%
SD 5
54 LF-12" HDPE @ 3.16%
SD 7
44 LF-12" HDPE @ 3.68%
A 15+68 (L)
EXISTING STRUCTURE
NEW RIM FLOWLINE=464.82
E 12" INV OUT=461.40
NE 15" INV OUT=461.40
P 15+20 (R)
EXISTING STRUCTURE
NEW RIM FLOWLINE=464.58
SW 15" INV IN=460.50
S 12" INV OUT=460.90
A 15+81 (R)
EXISTING STRUCTURE
NEW RIM FLOWLINE=463.57
W 12" INV IN=459.70
N 12" INV IN=459.30
-2.4%
-1.0%
-4.1%-1.
2%
-2.
0%
-2.
0%
-4.9%
-3.8%
W
W
W
W
T
T
T
T
T G
G
G
G
G
G
E
E
E
W
W
W
T
T
C
C
G
G
E
E
C
C
C
C
C
19+00
PC
: 1
9+
.75
0+
1+
PC: 0+80.62
-1 .6%
-1.8%
-0.4%
-2.
0%
-2.
0%
DRAWING NUMBER:PROJECT NAME:
DRAWN BY:
ISSUED FOR:
DATE: PROJECT NO.:
Sherman Pines Subdivision Roadway and Drainage Improvements Sherman Pines Subdivision, Queensbury, New York 12804
2250839.11
BIDDING SET
07/08/2026
It is a violation of New York Education Law Art. 145 Sec. 7209 & Art. 147 Sec. 7307, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration.
DRAWING NAME:
C.A. NUMBER:
GEOLOGICAL: 0021659
LAND SURVEYING: 0021271
PROFESSIONAL ENGINEERING: 0021272
20 Elm Street, Suite 110 Glens Falls, NY 12801 518-812-0513 labellapc.com
C222
2 PEACHTREE LANE AND AUTUMN INTERSECTION
SCALE: 1" = 20'
N
C222
1 PEACHTREE LANE AND FAWN LANE INTERSECTION
SCALE: 1" = 20'
N
C222
INTERSECTION GRADING 2
DISTURBANCE
LIMITS (TYP)
WARP INTERSECTION
GRADING TO HAVE
POSITIVE DRAINAGE
TOWARDS FAWN LANE
WARP INTERSECTION GRADING TO ENSURE
A HIGH POINT AT THE CONNECTION OF
AUTUMN LANE AND PEACHTREE LANE AND
POSITIVE DRAINAGE TOWARDS EXISTING
CATCH BASINS
FA
WN LA
NE
PEACHTREE LANE
PEACHTREE LANE
AU
TU
MN L
AN
E
OH
W
OHW
OHW
OH
W
OHW
OHW
G
G G
W
W
W
W
W
C
C
T
T
SF
E E
0+
1+
P 0+58 (R)
EXISTING STRUCTURE
NEW RIM FLOWLINE=458.14
S 12" INV OUT=452.70
ST
ST
ME:458.6±
-1 .1%
ME:459.4±
ME:458.3±
-1.
2%
G
G
G
G
W
W
W
W
W
W
W
W
W
C
C
C
C
T C
T
T
T
T
C
C
T
T
G
G
G
EE
E
ST
ST
ST
E
E
E
E
E
3+
4+
13+00
13+40.64ST
ST
ST
SD 11
46 LF-12" HDPE @ 1.51%
SD 12
42 LF-15" HDPE @ 1.68%
F 13+20 (R)
EXISTING STRUCTURE
NEW RIM FLOWLINE=461.52
N 12" INV OUT=457.10
NE 15" INV OUT=456.40
F 13+18 (L)
EXISTING STRUCTURE
NEW RIM FLOWLINE=460.64
S 12" INV IN=456.40
SE 15" INV OUT=455.40
-2.5%
-1 .9%
-2.5%
-2.
3%
-6.
8%
DRAWING NUMBER:PROJECT NAME:
DRAWN BY:
ISSUED FOR:
DATE: PROJECT NO.:
Sherman Pines Subdivision Roadway and Drainage Improvements Sherman Pines Subdivision, Queensbury, New York 12804
2250839.11
BIDDING SET
07/08/2026
It is a violation of New York Education Law Art. 145 Sec. 7209 & Art. 147 Sec. 7307, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration.
DRAWING NAME:
C.A. NUMBER:
GEOLOGICAL: 0021659
LAND SURVEYING: 0021271
PROFESSIONAL ENGINEERING: 0021272
20 Elm Street, Suite 110 Glens Falls, NY 12801 518-812-0513 labellapc.com
C223
2 PEACHTREE LANE AND UPPER SHERMAN AVENUE INTERSECTION
SCALE: 1" = 20'
N
C223
1 PEACHTREE LANE AND FAWN LANE INTERSECTION
SCALE: 1" = 20'
N
C223
INTERSECTION GRADING 3
DISTURBANCE
LIMITS (TYP)
GRADE INTERSECTION TO
ENSURE POSITIVE DRAINAGE
FROM APRON CONNECTION
TOWARDS PEACHTREE LANE
WARP INTERSECTION GRADING
TO ENSURE A HIGH POINT AT THE
CONNECTION OF FAWN LANE AND
PEACHTREE LANE AND POSITIVE
DRAINAGE TOWARDS EXISTING
CATCH BASINS
FAWN LANE
PE
AC
HT
RE
E
LA
NE
UPPER SHERMAN AVE
PE
AC
HT
RE
E
STORM DRAINAGE PIPE TABLE
PIPE NAME
SD 1
SD 2
SD 3
SD 4
SD 5
SD 6
SD 7
SD 8
SD 9
SD 10
SD 11
SD 12
SD 13
SD 14
SD 15
SD 16
SD 17
SD 18
SD 19
START STRUCTURE ID
A 3+50 (R)
A 3+50 (R)
P 22+83 (R)
A 9+02 (R)
A 15+68 (L)
A 15+68 (L)
P 15+20 (R)
P 11+41 (L)
P 8+07 (L)
F 2+45 (L)
F 13+20 (R)
F 13+20 (R)
F 13+18 (L)
P 12+42 (R)
P 12+42 (L)
P 12+03 (R)
F 1+63 (L)
P 0+58 (L)
P 0+58 (R)
START STRUCTURE INVERT
464.80
464.50
464.90
457.20
461.40
461.40
460.90
452.30
454.30
461.10
457.10
456.40
455.40
451.80
451.80
451.80
461.50
453.00
452.70
END STRUCTURE ID
P 22+83 (R)
P 22+89 (L)
P 22+89 (L)
A 9+02 (L)
A 15+81 (R)
P 15+20 (R)
A 15+81 (R)
P 11+18 (R)
P 8+05 (R)
F 2+48 (R)
F 13+18 (L)
P 3+75 (L)
P 3+75 (L)
P 12+03 (R)
P 11+41 (L)
P 11+18 (R)
F 2+45 (L)
P 1+32 (L)
P 1+34 (R)
END STRUCTURE INVERT
464.70
464.50
464.40
457.00
459.70
460.50
459.30
452.50
455.00
461.80
456.40
455.70
455.10
451.60
452.30
452.40
461.00
453.00
450.90
PIPE LENGTH
40.51
42.85
52.24
24.01
53.87
43.58
43.53
33.58
24.08
24.18
46.47
41.63
39.07
37.63
101.18
84.30
85.69
73.64
76.79
SIZE AND MATERIAL
15 inch HDPE
15 inch HDPE
15 inch HDPE
12 inch HDPE
12 inch HDPE
15 inch HDPE
12 inch HDPE
12 inch HDPE
12 inch HDPE
12 inch HDPE
12 inch HDPE
15 inch HDPE
15 inch HDPE
12 inch HDPE
12 inch HDPE
12 inch HDPE
12 inch HDPE
12 inch HDPE
12 inch HDPE
PIPE SLOPE
0.25%
0.00%
0.96%
0.83%
3.16%
2.07%
3.68%
-0.60%
-2.91%
-2.90%
1.51%
1.68%
0.77%
0.53%
-0.49%
-0.
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