Plans.pdf
PDF 29 MB Posted
- Attached to
- West Point Delafield Dam Decommission. Federal contract opportunity
- Solicitation number
- W912DS23B0016
About this file
This document provides details for a federal contract opportunity to decommission the West Point Delafield Dam. The U.S. Army Corps of Engineers, New York District intends to issue an Invitation for Bid seeking a firm fixed price contract between $5 million to $10 million for construction services including clearing, excavation, removal of existing structures, installation of underdrain and piping, construction of drainage features, and establishment of turf. The work will take place at the United States Military Academy at West Point over approximately 365 calendar days from the notice to proceed date. All questions must be submitted in writing to the identified Contract Specialist by the specified response date. Interested parties can access the full solicitation on the System for Award Management website.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Bid Abstract 23B0016.pdf | ||
| Amendment 0009.pdf | ||
| Amendment 0008.pdf | ||
| Amendment 8_Spec Section 33 46 16.pdf | ||
| Amendment 8_Drawings_Addendum 3 .pdf | ||
| Amendment 8_Spec Section 01 30 00.pdf | ||
| Amendment 0008_Photos - 10 JUL 2023 - Day after historic flooding.pdf | ||
| Amendment 0007.pdf | ||
| Amendment 0006.pdf | ||
| Amendment 0005.pdf | ||
| Amendment 0004.pdf | ||
| Amendment 0003_As-Built Drawing.pdf | ||
| Amendment 0003_Addendum 2.pdf | ||
| Amendment 0003.pdf | ||
| Amendment 0002_Site Visit Sign-In Sheet 20230629.pdf | ||
| Amendment 0002.pdf | ||
| Amendment 0001.pdf | ||
| W912DS23B0016.pdf | ||
| Specifications.pdf |
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SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
VOLUME #
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W912DS20F0062
G-001
C O
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W9123719D0011
UNITED STATES MILITARY ACADEMY- WEST POINT, NEW YORK
NEW YORK DISTRICT
DELAFIELD POND DAM DECOMMISSIONING
READY TO ADVERTISE
MAY 9, 2023
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G-001 COVER SHEET
SHEET INDEX
G-003 LOCATION AND VICINITY MAP
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GENERAL NOTES, ABBREVIATIONS, AND SYMBOLS
GENERAL
CIVIL - PLAN DRAWINGS
STORMWATER DETAILS
POND GRADING PLAN
C-006
C-008
CIVIL - DETAIL DRAWINGS
C-001
DEMOLITION PLAN
C-004
MISCELLANEOUS DETAILSC-009
POND PROFILE
C-007 POND SECTION
C-010
CIVIL - DETAIL DRAWINGS
POND SECTIONS STA. 10+00 - STA 10+50
POND SECTIONS STA. 11+00 - STA 11+50C-011
POND SECTIONS STA. 12+00 - STA 12+50C-012
POND SECTIONS STA. 13+00 - STA 13+50C-013
POND SECTIONS STA. 14+00 - STA 14+50C-014
C-015
C-016
POND SECTIONS STA. 15+00
STORMWATER PLAN (SHEET 1 OF 2)
C-005 STORMWATER PLAN (SHEET 2 OF 2)
RAMP SECTION
C-017
OUTFALL SECTIONS
C-018
DRAINAGE PIPE OUTFALL SECTIONC-019
STORMWATER POLLUTION PREVENTION PLAN
EXISTING CONDITIONS PLAN
G-005 APPROVED HAUL ROUTE
C-020
POND SWALE SECTIONS
REFERENCED DRAWINGS
NYSDOT DETAIL 604-02 (1 OF 3)
NYSDOT DETAIL 209-01
NYSDOT DETAIL 603-01
NYSDOT DETAIL 604-02 (2 OF 3)
NYSDOT DETAIL 604-02 (3 OF 3)
C-021 TREE PROTECTION DETAIL
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VICINITY MAP
LOCATION MAP
SCALE IN FEET
5,000'2,500'
SCALE IN FEET
2,000'1,000'
REGION MAP
SCALE IN MILES
(SEE VICINITY MAP)
(SEE LOCATION MAP)
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GENERAL CROSS-REFERENCING SYMBOLS
ABBREVIATIONS
GENERAL LEGEND
EACH VIEW)
(CENTERED UNDER
VIEW SUBTITLE
SAME DRAWING
VIEW SHOWN ON
SECTION CUT W/
ANOTHER DRAWING
VIEW SHOWN ON
SECTION CUT W/
SAME DRAWING
VIEW SHOWN ON
DETAIL SYMBOL W/
ANOTHER DRAWING
VIEW SHOWN ON
DETAIL SYMBOL W/
FRONT SIDE
SECTION
ELEVATION
TOP
A
LIMITS OF WORK
AND NUMBER
BORING LOCATION
WATERMAIN
SANITARY SEWER
EXISTING
STORM SEWER
EXISTING
EXIST
MAX
MIN
TYPEXISTING
FAR FACE
GALVANIZED
INSIDE FACE
MAXIMUM
MINIMUM
MISCELLANEOUS
NEAR FACE
OUTSIDE FACE
ON CENTER
TOP AND BOTTOM
TYPICAL
UNLESS NOTED OTHERWISE
UNDERGROUND
APPROXIMATE
ALTERNATE WITH
ALUMINUM
BITUMINOUS
BOTTOM
CURB & GUTTER
CONSTRUCTION JOINT
CONCRETE
DIAMETER
EACH FACE
BOT
C/L
C&G
CMP CORRUGATED METAL PIPE
EXPANSION JOINT
ELEVATION
EACH WAY
DRAWINGDWG
HEIGHT
NUMBER
SAN SANITARY
MIRR MIRRORED
* UNLESS OTHERWISE NOTED ON EACH SHEET
APPROX
ALT W/
ALUM
BITUM
CENTER LINE
CLR CLEAR
CJ
CONC
DIA
EF
EJ
EL
EW
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GALV
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IF
MISC
NF
OF
NO
OC
SPEC
T&B
UNO
UGNDFES FLARED END SECTION
WIDTH
WATER MAINWM
W
RIVERWARDR/W
LONG
LANDWARDL/W
LG
SCALE:
SECTION/DETAIL)
(CENTERED UNDER
DRAWING
TITLE ON SAME
SECTION/DETAIL
SECTION/DETAIL)
(CENTERED UNDER
DRAWING
TITLE ON ANOTHER
SECTION/DETAIL
A A
PGL PROPOSED GRADE LINE
EXISTING GRADE
PROPOSED CONTOURS
EXISTING CONTOURS
SILT FENCE
G-004
GENERAL NOTES: GENERAL SEQUENCE OF CONSTRUCTION:
MATERIALS NOTES
EROSION AND SEDIMENT CONTROL NOTES
GEOTECHNICAL NOTES:
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SPECIFICATIONS
LW LIMITS OF WORK
X-X
REMOVE ALL TRASH/DEBRIS. FROM THE SITE.12.
APPLY SEED AND ESTABLISH TURF.11.
REQUIRED FILTER FABRICS AND RIP-RAP ARMORING IN PROPOSED OUTFALL SWALE.
FINAL GRADE ALL SLOPES AND ELIMINATE OR REPAIR EROSION DAMAGE. INSTALL 9.
PERFORM FILLING OPERATIONS.8.
ACCUMULATED PRIOR TO CONSTRUCTION OF THE DRAINAGE STRUCTURE.
UNDERDRAIN OUTFALL AS REQUIRED TO REMOVE ANY DEBRIS OR SEDIMENT THAT HAS
PERFORATED UNDERDRAIN AND DRAINAGE STRUCTURE. PERFORM CLEANING OF
INSTALL THE STONE DRAINAGE LAYER, STONE FILTER GEOTEXTILES, STONE, 7.
GRADE POND BOTTOM TO THE BOTTOM OF THE PROPOSED DRAINAGE LAYER.
STRIP POND BOTTOM AND REMOVE/HAUL OVEREXCAVATED SEDIMENT LAYER. LEVEL 6.
SOILS TO APPROVED LANDFILL.
CONTAMINATED SOILS, STOCKPILE FOR TESTING, HAUL CONTAMINATED CONFIRMED
PERFORM DIRECTIONAL BORING OF UNDERDRAIN OUTFALL. REMOVE 5.
CONSTRUCT ACCESS RAMP. 4.
PEFORM SITE CLEARING OPERATIONS.3.
2. REMOVE FENCES AND ESTABLISH PERIMETER SECURITY/GATES.
1. INSTALL SWPPP MEASURES PER C-020.
SECTION 31 23 00.00 20 EXCAVATION AND FILL
STONE AGGREGATE FOR THE DRAINAGE LAYER IS COVERED BY SPECIFICATION 3.
CONTRACTING OFFICE AT THE REQUEST OF THE OFFICER.
TO THE LAYOUT AND CONFIGURATION WILL BE PERMITTED IF APPROVED BY THE
ACCESS RAMP IS INTENDED FOR USE BY THE CONTRACTOR. PROPOSED CHANGES
SPECIFICATION SECTION 32 15 00 AGGREGATE SURFACING. NOTE THAT THE
STONE AGGREGATE FOR THE CONSTRUCTION ACCESS RAMP IS COVERED BY 2.
SEE SPECIFICATION SECTION 31 23 00.00 20 "EXCAVATION AND FILL"1.
SEDIMENT CONTROL FEATURES.
REFER TO NYSDOT STANDARD DETAILS 209-1 THROUGH 209-7 FOR EROSION AND 4.
SEDIMENTATION WITHIN THE LIMIT OF WORK AND ADJACENT AREAS.
MINIMUM MEASURES THAT ARE REQUIRED TO PREVENT EROSION AND
REFER TO THE SWPPP SHOWN ON SHEET C-020, WHICH WILL SERVE AS THE 3.
OPERATIONS.
GENERATED BY HIS OWN OPERATIONS AND/OR HIS SUBCONTRACTORS’
ROADWAYS AND HIGHWAYS CLEAR OF ALL CONSTRUCTION DEBRIS AND DIRT
THE CONTRACTOR SHALL, AT ALL TIMES, KEEP ALL LOCAL, STATE, AND FEDERAL 2.
AREAS WHERE CONSTRUCTION RELATED TRAFFIC IS TO ENTER AND EXIT THE SITE.
SHALL PLACE STRAW MULCH OR OTHER SUITABLE MATERIAL ON THE GROUND IN
SEWERS, WATERWAYS, AND EXISTING WETLANDS. IN ADDITION, THE CONTRACTOR
BARRIERS TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS, STORM
THE CONTRACTOR SHALL PROVIDE EROSION CONTROL/SEDIMENT CONTROL 1.
C-501
C-302
D5
D5
C-302
D5
D5 DETAIL/SECTION
DETAIL/SECTION
SCALE:
TIMBER RATTLESNAKE ENCOUNTER PLAN
RATTLESNAKE FACT SHEET HTTP://WWW.DEC.NY.GOV/ANIMALS/7147.HTML
NEW YORK STATE DEPARTMENT OF CONSERVATION (NYSDEC) TIMBER
RATTLESNAKE HTTP://WWW.ACRIS.NYNHP.ORG/GUIDE.PHP?ID=7536
NEW YORK NATURAL HERITAGE PROGRAM ONLINE SPECIES PROFILE FOR TIMBER
AVAILABLE ONLINE:
THE FOLLOWING FACT SHEETS DESCRIBING THIS SPECIES AND ITS HABITAT ARE
EXPLANATION OF INCIDENT. AND
WILDLIFE.R3@DEC.NY.GOV . PLEASE PROVIDE THE LOCATION, THE PROJECT NAME,
OFFICE TO REPORT THE INCIDENT WITHIN 24HOURS AT 845-256-3098 OR
THE PERSON IN CHARGE OF THE SITE SHALL CONTACT THE NYSDEC WILDLIFE 5.
RESOURCES BRANCH MANAGER CHRIS PRAY AT (845) 938-7122.
IF THE SNAKE DOES NOT MOVE ALONG ON THEIR OWN, CONTACT USMA NATURAL 4.
AREA.
DELAY ALL WORK IN THE AREA UNTIL THE SNAKE HAS MOVED FROM THE WORK 3.
EVACUATE THE AREA AND CONTACT THE PERSON IN CHARGE. 2.
STOP ALL WORK IMMEDIATELY. 1.
IF THIS SPECIES IS ENCOUNTERED, PLEASE ADHERE TO THE FOLLOWING PROTOCOL:
THREATENED.
ILLEGAL TO TAKE (KILL), IMPORT, TRANSPORT, POSSESS OR SELL AN ANIMAL LISTED AS
TIMBER RATTLESNAKE (CROTALUS HORRIDUS) IS A STATE THREATENED SPECIES. IT IS
ALSO LICENSED BY THE NYSDEC TO HANDLE TIMBER RATTLESNAKES.
KNOWLEDGE OF TIMBER RATTLESNAKES AND RELOCATION PROCEDURES, AND WHO IS
TIMBER RATTLESNAKES CAN ONLY BE MOVED BY A QUALIFIED BIOLOGIST WITH
SNAKES AND IN THIS ENCOUNTER PLAN.
THE IDENTIFICATION OF SNAKES, TO CHECK BELOW AND AROUND EQUIPMENT FOR
ALL PERSONNEL WORKING AT THE SITE WILL BE TRAINED, BY A QUALIFIED BIOLOGIST, IN
(CLP) AND ARE NOT TO BE DISTURBED AT ANY TIME.
ELECTRICAL UTILITIES IN THE PROJECT AREA ARE OWNED BY CITY, LIGHT AND POWER 6.
SECTION 31 23 00.00 20 "EXCAVATION AND FILL".
"COMPACTED FILL" REFERS TO "STRUCTURAL BACKFILL" AS DESCRIBED IN SPECIFICATION 5.
THE CONTRACTING OFFICER.
DURING CONSTRUCTION WILL BE REMOVED AND REPLACED TO THE SATISFACTION OF
STONE DRAINAGE LAYER THAT BECOMES CLOGGED WITH SILT OR OTHER MATERIALS
WILL IMPEDE DRAINAGE AND FUNCTIONALITY OF THE FEATURE. ANY PORTION OF THE
INSTALLATION IN ORDER TO PREVENT SILTATION OF THE STONE AND BLOCKAGE, WHICH
PROVIDE SILT FENCE AT THE LIMITS OF THE STONE DRAINAGE LAYER DURING 4.
UNLESS OTHERWISE NOTED IN THE DRAWINGS OR SPECIFICATIONS.
ALL GEOTEXTILE SHALL HAVE 18" OF BURIED TURN DOWNS AT THE LIMITS OF PLACEMENT 3.
02 61 13 EXCAVATION AND HANDLING OF CONTAMINATED MATERIAL.
SLOPES SHALL BE DISPOSED OF AT AN APPROVED LANDFILL PER SPECIFICATION SECTION
STRIPPINGS AND OVER-EXCAVATED MATERIAL FROM THE POND BOTTOM AND SIDE
SHALL REVIEW ALL PROJECT PROVIDED SEDIMENT REPORTS AND ASSOCIATED DATA. ALL
THE CONTRACTOR IS INFORMED THAT THERE ARE AREAS OF SOIL CONTAMINTAION AND 2.
STIFFNESS OF SOIL AND ROCK MAY VARY FROM THAT INDICATED ON THE BORING LOGS.
VARY FROM THAT INDICATED ON THE PROVIDED BORING LOGS. THE COMPACTNESS AND
LOCATION. THE CONTRACTOR IS CAUTIONED THAT THE SUBSURFACE CONDITIONS MAY
REPORTS IN ORDER TO UNDERSTAND THE SUB-SURFACE CONDITIONS AT THE PROJECT
THE CONTRACTOR SHALL REVIEW ALL PROJECT PROVIDED GEOTECHNICAL DATA AND 1.
MARCH 31.
ANY TREE REMOVAL/OTHER CLEARING CAN ONLY BE PERFORMED NOVEMBER 1 THROUGH 16.
PLANS ARE IMPACTED BY THE PROJECT.
THIS STRUCTURE TO ENSURE THAT NO ELEMENTS OUTSIDE THOSE IDENTIFIED ON THE
LANDMARK. CARE MUST BE TAKEN AND PROTECTIONS IN PLACE WHEN WORKING AROUND
ELEMENT TO THE USMA WEST POINT HISTORIC DISTRICT AND NATIONAL HISTORIC
THE NATIONAL AND STATE REGISTERS OF HISTORIC PLACES AND A CONTRIBUTING
THE DELAFIELD BATTHOUSE IS A SIGNIFICANT HISTORIC PROPERTY THAT IS LISTED ON 15.
EXCESSIVE RUNOFF EVENTS.
WATER MANAGAMENT AND RE-DIRECTING WATER FLOWS DUE TO RAINFALL OR
THIS INCLUDES BUT IS NOT LIMITED TO DEWATERING EXCAVATED AREAS, SURFACE
CONSTRUCTION OPERATIONS TO FACILITATE UNINTERRUPTED WORKING CONDITIONS
THE CONTRACTOR IS RESPONIBLE FOR STORMWATER MANAGEMENT DURING 14.
THE SAW CUT TO ENSURE NO SEEPAGE CAN OCCUR AROUND THIS AREA.
CUT FILLED WITH BENTONITE CLAY TO A THICKNESS OF 6" AND SHALL EXTEND 6" BEYOND
SHALL BE FILLED WITH NON-SHRINK GROUT TO A DEPTH OF 9" AND THE AREA ABOVE THE
INSTALLATION OF THE PIPE, THE AREA BETWEEN THE PIPE AND EXISTING CONCRETE
NO MORE THAN 12" CLEAR IN BOTH DIRECTIONS FROM THE OUTER PIPE SURFACE. AFTER
SHALL BE CLEANLY SAW CUT FOR PURPOSES OF DRILLING OPERATIONS AND SHALL BE
AT LOCATIONS OF DIRECTIONAL DRILLING THROUGH EXISTING CONCRETE, A WINDOW 13.
SURFACING SHALL REQUIRE SEEDING, PER SPECIFICATION SECTION 32 92 19, "SEEDING".
ALL DISTURBED SURFACES NOT COVERED WITH CONCRETE PAVING OR STONE 12.
SHUTDOWN OF WORK AT THE SITE AND PRIOR TO CONTRACT CLOSEOUT.
AND DEBRIS, AND SHALL CLEAN AND REMOVE ALL TRASH PRIOR TO ANY PROLONGED
THE CONTRACTOR SHALL MAINTAIN AN ORDERLY SITE FREE OF CONSTRUCTION WASTE 11.
LAWS.
ROADWAYS AND HIGHWAYS ARE CONDUCTED IN COMPLIANCE WITH ALL APPLICABLE
AND MATERIALS, TO BE USED FOR THIS PROJECT, ON LOCAL, STATE, AND FEDERAL
THE CONTRACTOR SHALL ENSURE THAT ALL HAULING AND TRANSPORT OF EQUIPMENT 10.
ROAD FOR USE BY OTHERS.
THE CONTRACTOR SHALL, AT ALL TIMES, MAINTAIN AN ACCESSIBLE ROUTE ON DELAFIELD 9.
THE SHOULDER AND TO THE PAVED EDGE OF DELAFIELD ROAD.
CONTRACTING OFFICER’S REPRESENTATIVE (COR). LIMITS OF WORK EXTENDS ACROSS
THE DISCRETION OF THE CONTRACTOR SUBJECT TO THE APPROVAL OF THE
STAGING AND STOCKPILE AREAS ARE TO BE LOCATED WITHIN THE LIMITS OF WORK AT 8.
PROVIDED TO THE CONTRACTOR AS PART OF THE CONTRACT DOCUMENTS.
SITE, AND FILING ALL REQUIRED NOTICES AND FORMS. THE GENERAL PERMIT WILL BE
PROVISIONS OF THE GENERAL PERMIT, MAINTAINING A CURRENT SWPPP AT THE PROJECT
CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COMPLYING WITH ALL OF THE
OF ENVIRONMENTAL CONSERVATION QUALITY UNDER GENERAL PERMIT GP-0-20-001. THE
(SWPPP) AND FILE A NOTICE OF INTENT (NOI) WITH THE NEW YORK STATE DEPARTMENT
THE CONTRACTOR SHALL PREPARE A STORMWATER POLLUTION PREVENTION PLAN 7.
IN THE FIELD, PRIOR TO CONSTRUCTION.
THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS, 6.
FIELD, PRIOR TO CONSTRUCTION.
THE CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS AND FEATURES, IN THE 5.
CONTRACTOR SHALL FOLLOW USAG WEST POINT DIG SAFE PROCESS.
EXIST, AND ALL ARE SUBJECT TO VERIFICATION BY DIG SAFELY NEW YORK - CALL 811.
VISIBLE FROM SURFACE EVIDENCE, AND THEIR LOCATION IS APPROXIMATE, OTHERS MAY
UNDERGROUND UTILITIES AS SHOWN ON THE SURVEY ARE FROM FIELD LOCATION IF 4.
COMPLETED SEPTEMBER 2020.
USHERS ROAD, CLIFTON PARK, NY 12065, P. 518-506-5506, FROM A FIELD SURVEY
MAPPING PREPARED BY RYAN BIGGS | DAVIS ENGINEERING & SURVEYING, D.P.C. 257 3.
VERTICAL DATUM OF 1988 (NAVD88), US SURVEY FEET.
UNLESS OTHERWISE NOTED, ALL ELEVATIONS ARE BASED ON THE NORTH AMERICAN 2.
1983 (NAD83), US SURVEY FEET.
PLANE COORDINATE SYSTEM ZONE 3101, NEW YORK EAST, NORTH AMERICAN DATUM OF
UNLESS OTHERWISE NOTED, ALL HORIZONTAL COORDINATES ARE BASED ON STATE 1.
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K
S
IZ
E
D A
T E
IS
S
U E D
A T
E
SHEET ID
A
B
C
D
E
F
G
1 98765432
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D
N E
W Y
O R
K
N E
W Y
O R
K
N E
W Y
O R
K D
IS
T R
D S F
S O
L
IC
IT
A T
IO
N N
O
W
D
C O
N T
R A
C T N
O
T
M
IC
H U
D A
C H
E C
K E
D B
Y
C
C L
O U
A T
R E
D R
A W
N B
Y
R S
T O
D D
A R
D D
E S
IG
N E
D B
Y
R S
T O
D D
A R
D S
U B
M
IT
T E
D B
Y
A B
C D
A M S
A F
E T
Y J
V
P
L A
Z A D
R
H
IG
H L
A N
D S R
A N
C H
C O
U N
IT
E D S
T A
T E
S A
R M
Y G
A R
R
IS
O N
W E
S T P
O
IN
T N
E W Y
O R
K
V
I C
I N
I T
Y
M
L
C
A T
I O
N
M
S
A
I N
F
E
T
A
E
T
R
E G
I O
N
M
A
M
L
S
V
C
I N
I T
Y
M
A P
S
C
A T
I O
N
M
A P
D
E L
A F
I E
N
D
G
C
A T
I O
N
A
V
C
I N
I T
Y
M
V
E M
B E
R
D E
L A
F
IE
L D P
O N
D D
A M D
E C
O M
IS
S
IO
N
IN
G
G-005
P R
O V
E D H
A U
L R
O U
T E
NORTH
PLAN
SCALE: NTS'
HAUL ROUTE PLAN
A P
R
IL
ELEV=277.61'
WIER
ELEV=272.64'
WIER
ELEV=279.07'
WIER
ELEV=278.38'
WIER
ELEV=277.78'
WIER
ELEV=277.52'
WIER
INV=263.47'
15" STEEL PIPE
INV=267.41'
18" STEEL PPE
INV PLUGGED WITH DEBRIS
18" STEEL PIPE
INV=269.10'
18" STEEL PIPE
INV=269.16'
18" STEEL PIPE
INV=273.20'
18" STEEL PIPE
INV=325.87'
18" HDPE
INV=326.94'
18" HDPE
ACCESS LOCATION
CONSTRUCTION
EXISTING WATER LINE
POND BASELINE
LIMITS OF WORK
SEE SHEET C-002
SANITARY LINE
EXISTING
WATER LINE
EXISTING
LIMITS
WETLAND
SURVEYED
LW-1
LW-2
LW-3
LW-4
LW-5
LW-6
LW-7
LW-8
LW-9
LW-10
W
W
W
W
DRAINAGE STRUCTURE
RIM ELEV.=286.65
NOTE: FULL OF WATER
CONTROL BASELINE 3
N: 932915.10
E: 638573.06
ELEV.=307.78
BENCHMARK
CHISELED BOX IN LIGHT BASE
ELEV.=310.97
CONTROL BASELINE 2
N: 932939.70
E: 638383.06
ELEV.=312.13
BENCHMARK
CHISELED BOX IN WALL
ELEV.=314.35
BENCHMARK
CHISELED BOX IN
CORNER WALK
ELEV.=314.61
CONTROL BASELINE 4
N: 932744.12
E: 638651.95
ELEV.=315.46
CONTROL BASELINE 10
N: 932947.12
E: 638255.49
ELEV.=321.03
CONTROL BASELINE 50
N: 933056.75
E: 638507.67
ELEV.=276.36
CONTROL BASELINE 7
N: 932612.81
E: 638276.61
ELEV.=325.08
CONTROL BASELINE 5
N: 932546.42
E: 638596.68
ELEV.=328.31
CONTROL BASELINE 9
N: 932876.91
E: 638153.64
ELEV.=336.02
CONTROL BASELINE 8
N: 932802.01
E: 638098.69
ELEV.=337.99
CONTROL BASELINE 6
N: 932488.59
E: 638414.80
ELEV.=352.17
W
W
A-1
A-4
A-5
A-7
B-01
B-04
B-03
B-02
B-01A
B-03A
B-02A
A-10
A-2 A-3
A-6 A-9
A-8
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
D A
T E
IS
S
U E D
A T
E
SHEET ID
A
B
C
D
E
F
G
1 98765432
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D
N E
W Y
O R
K
N E
W Y
O R
K
N E
W Y
O R
K D
IS
T R
D S F
S O
L
IC
IT
A T
IO
N N
O
W
D
C O
N T
R A
C T N
O
T
M A
C H
ID
A C
H E
C K
E D B
Y
C
C L
O U
A T
R E
D R
A W
N B
Y
R S
T O
D D
A R
D D
E S
IG
N E
D B
Y
R S
T O
D D
A R
D S
U B
M
IT
T E
D B
Y
A B
C D
A M S
A F
E T
Y J
V
P
L A
Z A D
R
H
IG
H L
A N
D S R
A N
C H
C O
U N
IT
E D S
T A
T E
S A
R M
Y G
A R
R
IS
O N
W E
S T P
O
IN
T N
E W Y
O
L A
F
IE
L D P
O N
D D
A M D
E C
O M
IS
S
IO
N
IN
G
C-001
X
IS
T
IN
G C
O N
D
IT
IO
N S P
L
LIMITS OF WORK
LW-X
LW-1
LW-2
LW-3
LW-4
LW-5
LW-6
LW-7
NORTHING
932991.67
932805.37
932624.61
932572.31
932652.18
638308.42
638192.75
638372.10
638513.06
638604.45
EASTING
LW-8 932726.77 638618.42
LW-9 932904.08 638421.99
LW-10 932957.95 638489.72
931079.40 638418.31
932720.44 638208.30
NORTH
PLAN
SCALE: 1" = 50'
50' 100'0
EXISTING CONDITIONS PLAN
A P
R
IL
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
D A
T E
IS
S
U E D
A T
E
SHEET ID
A
B
C
D
E
F
G
1 98765432
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D
N E
W Y
O R
K
N E
W Y
O R
K
N E
W Y
O R
K D
IS
T R
D S F
S O
L
IC
IT
A T
IO
N N
O
W
D
C O
N T
R A
C T N
O
T
M
IC
H U
D A
C H
E C
K E
D B
Y
C
C L
O U
A T
R E
D R
A W
N B
Y
R S
T O
D D
A R
D D
E S
IG
N E
D B
Y
R S
T O
D D
A R
D S
U B
M
IT
T E
D B
Y
A B
C D
A M S
A F
E T
Y J
V
P
L A
Z A D
R
H
IG
H L
A N
D S R
A N
C H
C O
U N
IT
E D S
T A
T E
S A
R M
Y G
A R
R
IS
O N
W E
S T P
O
IN
T N
E W Y
O
L A
F
IE
L D P
O N
D D
A M D
E C
O M
IS
S
IO
N
IN
G A
P R
IL
ELEV=277.61'
WIER
ELEV=272.64'
WIER
SIG 67
SIG 68
SIG 66
SIG 65
SIG 64
BUILDING
MASONRY
R O
O F C
A N
O P Y
R O
O F C
A N
O P Y
R O
O F C
A N
O P
Y
C O
N C R E T E
C O
N C R E T E
C O
N C R
ETE
ASPHALT
GRASS / BRUSH
GRASS
GRASS
GRASS
GRASS
SLIDES
SLIDE
WALL (TYP)
RETAINING
TRANSFORMER
D E
L A
F
IE
L D R
O A
D
C
O N
D U
IT
C
O N
D U
IT
C
O N
D U
IT
C
O N
D U
IT
C
O N
D U
IT
C
O N
D U
IT
SIDEWALK
STOP
CONNER LOOP TRAIL
WALL (TYP)
RETAINING
ROOF CANOPY
ELEV=279.07'
WIER
ELEV=278.38'
WIER
ELEV=277.78'
WIER
WALL (TYP)
RETAINING
ELEV=277.52'
WIER
WALL (TYP)
RETAINING
RAMP
HANDICAP
CONCRETE
WALL (TYP)
RETAINING
ROCK OUTCROP (TYP)
COULD NOT OPEN
VAULT
INV=263.47'
15" STEEL PIPE
INV=267.41'
18" STEEL PPE
INV PLUGGED WITH DEBRIS
18" STEEL PIPE
INV=269.10'
18" STEEL PIPE
INV=269.16'
18" STEEL PIPE
W1-05 LTB
W
INV=273.20'
18" STEEL PIPE
wv
W1-01 wv
WI-03
W1-06
W1-07
W
W
W
W1-02
W1-01
W1-09 LBB
S
SANITARY MANHOLE
RIM ELEV.=282.50
1) 8" STEEL INV.=275.60
2) 8" STEEL INV.=275.60
W1-08
DRAINAGE STRUCTURE
RIM ELEV.=286.65
NOTE: FULL OF WATER
CO
S
SANITARY MANHOLE
RIM ELEV.=308.67
1) 8" STEEL INV.=303.17
2) 8" STEEL INV.=302.67
MW
BOL
BOL
wv
MW
20" OAK
" CONTROL BASELINE 1
N: 932800.06
E: 638538.41
ELEV.=312.17
S
SANITARY MANHOLE
RIM ELEV.=316.39
1) 8" STEEL INV.=309.49
2) 8" STEEL INV.=309.49
wv
MW
INV=325.87'
18" HDPE
E
INV=326.94'
18" HDPE
S
SANITARY MANHOLE
RIM ELEV.=333.59
1) 8" STEEL INV.=329.79
2) 8" STEEL INV.=327.19
S
SANITARY MANHOLE
RIM ELEV.=338.19
1) 8" STEEL INV.=333.09
2) 8" STEEL INV.=333.09
W
W
C-002
NORTH
PLAN
SCALE: 1" = 40'
50' 100'0
D E
M O
L
IT
IO
N P
L A
N
DEMOLITION PLAN
REMOVE TREE
TREE SHALL REMAIN
LIMITS OF WORK
REMOVE TREE
TREE SHALL REMAIN
PLAYGROUND EQUIPMENT
REMOVE EXISTING SLIDES AND
LINE
EXISTING WATER
EXISTING PARKING LOT
EXISTING WATER LINE
INSTALL SECURITY GATE
FENCE AS REQUIRED TO
REMOVE 18 L.F. OF EXISTING
TO REMAIN
ROCK OUTCROP
LINE
EXISTING SANITARY
LIMITS
SURVEYED WETLAND
(SEE NOTE 3)
EXISTING UTILITY POLE
(SEE NOTE 3)
EXISTING UTILITY POLE
(SEE NOTE 3)
EXISTING UTILITY POLE
(SEE NOTE 3)
EXISTING UTILITY POLE
(SEE NOTE 3)
EXISTING UTILITY POLE
FOR A MIN. DISTANCE OF 15'.
PIPE WITH NON-SHRINK GROUT
STRUCTURE. FILL REMAINING 18"
TO REMOVE EXISTING DRAINAGE
INLET. SAW-CUT EXISTING 18" PIPE
REMOVE EXISTING DRAINAGE
REMOVAL IS APPROXIMATELY 4'
REMOVAL. DEPTH OF ROCK
AREA OF REQUIRED ROCK
UTILITY TO REMAIN
EXISTING OVERHEAD
PLACE
PIPE TO BE ABANDONED IN
EXISTING POND DRAWDOWN
DISTURBED AT ANY TIME
WETLAND AREAS SHALL NOT BE
IN HEADWALL
HEADWWALL IN PLACE. REMOVE CONDUIT
CONDUIT AND ABANDON DOWNSTREAM
REMOVE EXISTING DRAINAGE OUTFALL
LIMITS OF POND BOTTOM
SEE SHEET C-006 FOR PROFILE
OVER-EXCAVATION OF POND BOTTTOM
APPROXIMATE LIMITS FOR
LIMITS OF WORK
LW-X
LW-1
LW-2
LW-3
LW-4
LW-5
LW-6
LW-7
NORTHING
932991.67
932805.37
932624.61
932572.31
932652.18
638308.42
638192.75
638372.10
638513.06
638604.45
EASTING
LW-8 932726.77 638618.42
LW-9 932904.08 638421.99
LW-10 932957.95 638489.72
931079.40 638418.31
932720.44 638208.30
BUILDINGS
EXISTING HISTORIC
OF DAM
EXISTING FACE
LW-1
LW-2
LW-3
LW-4
LW-5
LW-6
LW-7
LW-8
LW-9
LW-10
A DISTANCE OF 15' MIN.
CONCRETE GROUT FOR
BY FILLING WITH
PLUG EXISTING 12" PIPE
AND FENCE FOUNDATION
REMOVE EXISTING FENCE
AND RETAINING WALL FOUNDATIONS
REMOVE EXISTING RETAINING WALL
AND USACE.
MATERIALS IS TO BE COORDINATED BETWEEN USMA
DONATION. USACE DIRECTION IS THAT THE REUSE OF
5. ALL PLAYGROUND EQUIPMENT MAY BE SUBJECT TO
4. PROTECTION OF ALL UTILITY SYSTEMS ARE REQUIRED
TO BE DISTURBED AT ANY TIME.
OWNED BY CITY, LIGHT AND POWER AND ARE NOT
3. ELECTRICAL UTILITIES IN THE PROJECT AREA ARE
THE ACCESS RAMP OR DRAINAGE OUTFALL SWALE.
UNLESS FOR THE PURPOSES OF CONSTRUCTING
EXISTING POND BOTTOM AND SIDE SLOPES
NO CLEARING SHALL BE DONE OUTSIDE OF THE
2. TREES OUTSIDE OF THE POND ARE TO REMAIN.
UNLESS SPECIFICALLY NOTED OTHERWISE.
AND OTHER SITE FEATURES SHALL REMAIN
UTILITIES, PARKING AREAS, ADJACENT WORKS,
1. ALL EXISTING BUILDINGS, STRUCTURES,
NOTES:
SEE NOTE 5
REMOVE EXISTING SLIDE
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
D A
T E
IS
S
U E D
A T
E
SHEET ID
A
B
C
D
E
F
G
1 98765432
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D
N E
W Y
O R
K
N E
W Y
O R
K
N E
W Y
O R
K D
IS
T R
D S F
S O
L
IC
IT
A T
IO
N N
O
W
D
C O
N T
R A
C T N
O
T
M
IC
H U
D A
C H
E C
K E
D B
Y
C
C L
O U
A T
R E
D R
A W
N B
Y
R S
T O
D D
A R
D D
E S
IG
N E
D B
Y
R S
T O
D D
A R
D S
U B
M
IT
T E
D B
Y
A B
C D
A M S
A F
E T
Y J
V
P
L A
Z A D
R
H
IG
H L
A N
D S R
A N
C H
C O
U N
IT
E D S
T A
T E
S A
R M
Y G
A R
R
IS
O N
W E
S T P
O
IN
T N
E W Y
O
L A
F
IE
L D P
O N
D D
A M D
E C
O M
IS
S
IO
N
IN
G A
P R
IL
SIG 68
SIG 66
SIG 65
SIG 64
BUILDING
MASONRY
R O
O F C
A N
O P Y
R O
O F C
A N
O P Y
R O
O F C
A N
O P
Y
C O
N C R E T E
C O
N C R E T E
C O
N C R
ETE
ASPHALT
GRASS / BRUSH
GRASS
GRASS
GRASS
GRASS
SLIDES
SLIDE
WALL (TYP)
RETAINING
TRANSFORMER
D E
L A
F
IE
L D R
O A
D
C
O N
D U
IT
C
O N
D U
IT
C
O N
D U
IT
C
O N
D U
IT
C
O N
D U
IT
C
O N
D U
IT
SIDEWALK
STOP
WALL (TYP)
RETAINING
ROOF CANOPY
WALL (TYP)
RETAINING
RAMP
HANDICAP
CONCRETE
WALL (TYP)
RETAINING
ROCK OUTCROP (TYP)
COULD NOT OPEN
VAULT
W1-01
W1-09 LBB
W1-08
DRAINAGE STRUCTURE
RIM ELEV.=286.65
NOTE: FULL OF WATER
CO
CONTROL BASELINE 3
N: 932915.10
E: 638573.06
ELEV.=307.78
S
SANITARY MANHOLE
RIM ELEV.=308.67
1) 8" STEEL INV.=303.17
2) 8" STEEL INV.=302.67
MW
BOL
BOL
wv
MW
BENCHMARK
CHISELED BOX IN LIGHT BASE
ELEV.=310.97
20" OAK
ELEV.=312.13
" CONTROL BASELINE 1
N: 932800.06
E: 638538.41
ELEV.=312.17
BENCHMARK
CHISELED BOX IN WALL
ELEV.=314.35
CONTROL BASELINE 4
N: 932744.12
E: 638651.95
ELEV.=315.46
MW
CONTROL BASELINE 10
N: 932947.12
E: 638255.49
ELEV.=321.03
CONTROL BASELINE 7
N: 932612.81
E: 638276.61
ELEV.=325.08
INV=325.87'
18" HDPE
E
INV=326.94'
18" HDPE
CONTROL BASELINE 5
N: 932546.42
E: 638596.68
ELEV.=328.31
S
SANITARY MANHOLE
RIM ELEV.=333.59
1) 8" STEEL INV.=329.79
2) 8" STEEL INV.=327.19
CONTROL BASELINE 9
N: 932876.91
E: 638153.64
ELEV.=336.02
CONTROL BASELINE 8
N: 932802.01
E: 638098.69
ELEV.=337.99
S
SANITARY MANHOLE
RIM ELEV.=338.19
1) 8" STEEL INV.=333.09
2) 8" STEEL INV.=333.09
310'
309'
308'308'
309'
310'
311'
312'
313'
312'
311'
310'
309'
309'
310'
307'
309'
310' 310'
0'
1'
2'
3'
' 3 ' 3 ' 3 ' 3
309' 310' 311'
312' 313'
312'
311'
4'
C-003 x
POND GRADING PLAN
P O
N D G
R A
D
IN
G P
L A
N
LIMITS OF WORK
1%
6H:1V
1%
A-A
C-018
25' 50'0
EL. 323.0'
E: 638608.18 N: 932641.21
STA. 10+00
(16H:1V SLOPE)
ACCESS RAMP
OUTFALL SWALE
TO COMPLETE GRADING AT
REMOVE ROCK AS REQUIRED
CHANNEL GRADING
FOR OUTFALL
SEE SHEET C-004
E: 638233.37 N: 932923.67
STA. 14+94
SECTIONS.
1: SEE SHEETS C-010 THROUGH C-015 FOR POND GRADING
NOTES:
FOR CLARITY
RIP RAP NOT SHOWN
EL. 308.82'
E: 638411.38 N: 932630.48
EL.309.00'
E: 638445.80 N: 932627.30
EL. 309.20'
E: 638507.96 N: 932640.83
EL. 308.0'
E: 638231.18 N: 932722.81
SEE SHEET C-017
SECTION B-B AND SECTION C-C
TRANSITION BETWEEN
EL. 310.0'
E: 638536.64 N: 932653.20
EL. 310.0'
E: 638489.25 N: 932621.40
EL. 306.0'
E: 638226.28 N: 932738.63
EL. 311.0'
E: 638251.36 N: 932721.76
EL. 312.0'
E: 638339.86 N: 932674.57
EL. 313.0'
E: 638436.63 N: 932643.19
EL. 314.0'
E: 638510.04 N: 932698.99
3H:1V
EL. 313.0'
E: 638558.58 N: 932667.18
EL. 313.0'
E: 638533.53 N: 932774.19
EL. 313.0'
E: 638509.32 N: 932771.77
EL. 312.0'
E: 638435.45 N: 932844.20
EL. 311.0'
E: 638360.12 N: 932914.27
EL. 307.0'
E: 638347.86 N: 932941.37
AT THIS LOCATION AS SHOWN
INTO EXISTING ROCK
GRADE SLOPES TO TIE
EL. 308.66
E: 638374.06 N: 932640.82
EL. 314.00'
E: 638489.09 N: 932602.06
EL. 320.00'
E: 638609.23 N: 932686.96
SEE DETAIL 1/C-008
.4% SLOPE
GRASS LINED SWALE
SEE DETAIL 1/C-008
.4% SLOPE
GRASS LINED SWALE
SCALE: 1'' = 26.5'
GROUND AT EL 315.00'
MATCH EXISTING
307, 308, 309, 310
AT ELEVATION
MATCH EXISTING
EL. 308.06'
E: 638561.94 N: 932746.09
BOULDERS MAY BE PRESENT IN THIS AREA
S C
R
IP
T
IO
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D A
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IS
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U E D
A T
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SHEET ID
A
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C
D
E
F
G
1 98765432
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D
N E
W Y
O R
K
N E
W Y
O R
K
N E
W Y
O R
K D
IS
T R
D S F
S O
L
IC
IT
A T
IO
N N
O
W
D
C O
N T
R A
C T N
O
T
M
IC
H U
D A
C H
E C
K E
D B
Y
C
C L
O U
A T
R E
D R
A W
N B
Y
R S
T O
D D
A R
D D
E S
IG
N E
D B
Y
R S
T O
D D
A R
D S
U B
M
IT
T E
D B
Y
A B
C D
A M S
A F
E T
Y J
V
P
L A
Z A D
R
H
IG
H L
A N
D S R
A N
C H
C O
U N
IT
E D S
T A
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S A
R M
Y G
A R
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O N
W E
S T P
O
IN
T N
E W Y
O
L A
F
IE
L D P
O N
D D
A M D
E C
O M
IS
S
IO
N
IN
G A
P R
IL
ELEV=277.61'
WIER
ELEV=272.64'
WIER
SIG 67
SIG 68
SIG 66
BUILDING
MASONRY
R O
O F C
A N
O P Y
R O
O F C
A N
O P Y
R O
O F C
A N
O P
Y
C O
N C R E T E
C O
N C R E T E
C O
N C R
ETE
ASPHALT
GRASS / BRUSH
GRASS
GRASS
SLIDES WALL (TYP)
RETAINING
C
O N
D U
IT
C
O N
D U
IT
C
O N
D U
IT
C
O N
D U
IT
C
O N
D U
IT
C
O N
D U
IT
CONNER LOOP TRAIL
ROOF CANOPY
ELEV=279.07'
WIER
ELEV=278.38'
WIER
ELEV=277.78'
WIER
WALL (TYP)
RETAINING
ELEV=277.52'
WIER
WALL (TYP)
RETAINING
RAMP
HANDICAP
COULD NOT OPEN
VAULT
INV=263.47'
15" STEEL PIPE
INV=267.41'
18" STEEL PPE
INV PLUGGED WITH DEBRIS
18" STEEL PIPE
INV=269.10'
18" STEEL PIPE
INV=269.16'
18" STEEL PIPE
W1-05 LTB
W
INV=273.20'
18" STEEL PIPE
wv
W1-01 wv
WI-03
W1-06
W
W
W
W1-02
W1-01
W1-09 LBB
SANITARY MANHOLE
RIM ELEV.=282.50
1) 8" STEEL INV.=275.60
2) 8" STEEL INV.=275.60
W1-08
DRAINAGE STRUCTURE
RIM ELEV.=286.65
NOTE: FULL OF WATER
CO
S
SANITARY MANHOLE
RIM ELEV.=308.67
1) 8" STEEL INV.=303.17
2) 8" STEEL INV.=302.67
MW
BOL
BOL
wv
MW
" CONTROL BASELINE 1
N: 932800.06
E: 638538.41
ELEV.=312.17
S
SANITARY MANHOLE
RIM ELEV.=316.39
1) 8" STEEL INV.=309.49
2) 8" STEEL INV.=309.49
wv
S
SANITARY MANHOLE
W
W
310'
309'
308'308'
309'
310'
311'
312'
' 3 ' 3 ' 3 ' 3 '3 '3
C-004
SCALE: 1" = 50'
x
STORMWATER PLAN
20' 40'0
LIMITS OF WORK
AA
C-016
BB
C-016
CC
C-016
DD
C-016
MATCHLINE - SEE SHEET C-005
C-019
A-A
EXISTING ROCK OUTCROP
.5
S T
O R
M W
A T
E R P
L A
N S
H E
E T O
F
UNDERDRAINS AND OUTLET PIPE AT INVERT 292.00
STANDARD DETAIL. PROVIDE CONNECTION TO PROPOSED
STANDARD 604). PROVIDE 2' OF SUMP PER NYSDOT
1: PROVIDE NYSDOT TYPE-F DRAINAGE STRUCTURE (NYSDOT
NOTES:
DRAINAGE LAYER
LIMITS OF STONE
HDPE UNDERDRAIN (80 L.F.)
PROPOSED 10" PERFORATED
EL. 306.3
E: 638324.52 N: 932934.34
PLACEMENT
BEGIN RIP RAP
EL. 306.2
E: 638323.07 N: 932958.45
FOR DETAILS
SEE SHEET C-008
RIP RAP LINED SWALE EXISTING DITCH BOTTOM
GRADE CHANNEL TO CONNECT TO
PLACEMENT
END RIP RAP
EL. 305.5
E: 638380.12 N: 933021.34
PLACE. (SEE SHEET C-002)
PIPE TO BE ABANDONED IN
EXSTING POND DRAWDOWN
DIRECTIONAL BORE
(125 L.F.) INSTALLED BY
OR APPROVED EQUAL
OUTLET PIPE.12" HDPE
PROPOSED UNDERDRAIN
FOR DETAILS
SEE SHEET C-008
GRASS LINED SWALE
HDPE UNDERDRAIN (80 L.F.)
PROPOSED 10" PERFORATED
C-002
REMOVED. SEE SHEET
STRUCTURE TO BE
EXISTING POND OUTFALL
SHOWN FOR CLARITY
RIP RAP NOT
RIP RAP LIMITS.
C-017
A-A
SEE NOTE 1
GRATE EL. 309.0'
E: 638349.56 N: 932919.23
E: 638297.21 N: 932861.20
RISER AT THE END OF UNDERDRAIN
INSTALL FLUSHING AND OBSERVATION
E: 638411.24 N: 932864.90
RISER AT THE END OF UNDERDRAIN
INSTALL FLUSHING AND OBSERVATION
(SUCH SHEET C-002)
PLUG EXIST. PIPE END
OUTFALL LOCATION
EXISTING POND DRAWNDOWN
SEE DETAIL 2 ON SHEET C-008
ACROSS OUTLET SWALE BOTTOM.
EXTEND RIP RAP BOTTOM
SHALL BE LINED WITH RIP RAP.
ALL SLOPES STEEPER THAN 3:1
MINIMUM SLOPE
PROVIDE 0.4%
LIMITS OF SWALE
LIMITS OF SWALE
LIMITS OF SWALE
OF THE RIP RAP.
DOWNSTREAM SURFACE PROFILE
ROCK SURFACE WILL MATCH THE
ON TOP OF ROCK.
RIP RAP WILL NOT BE PLACED
IS APPROXIMATELY 4'.
DEPTH OF ROCK REMOVAL
AREA OF ROCK REMOVAL.
CONSTRUCTION
DURING
VALVE
PROTECT
REMAIN.
VALVE TO
EXISTING
BELOW PER DETAIL
HEADWALL. INSTALL CUTOFF WALL
PROVIDE NYS STANDARD DETAIL 603
PIPE OUTLET. INVERT ELEV. 290.00
S C
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O R
K
N E
W Y
O R
K
N E
W Y
O R
K D
IS
T R
D S F
S O
L
IC
IT
A T
IO
N N
O
W
D
C O
N T
R A
C T N
O
T
M
IC
H U
D A
C H
E C
K E
D B
Y
C
C L
O U
A T
R E
D R
A W
N B
Y
R S
T O
D D
A R
D D
E S
IG
N E
D B
Y
R S
T O
D D
A R
D S
U B
M
IT
T E
D B
Y
A B
C D
A M S
A F
E T
Y J
V
P
L A
Z A D
R
H
IG
H L
A N
D S R
A N
C H
C O
U N
IT
E D S
T A
T E
S A
R M
Y G
A R
R
IS
O N
W E
S T P
O
IN
T N
E W Y
O
L A
F
IE
L D P
O N
D D
A M D
E C
O M
IS
S
IO
N
IN
G A
P R
IL
GRASS
GRASS
SLIDE
D E
L A
F
IE
L D R
O A
D
STOP
WALL (TYP)
RETAINING
CONCRETE
WALL (TYP)
RETAINING
20" OAK
MW
INV=325.87'
18" HDPE
E
313'
312'
311'
310'
309'
309'
310'
309'
310'
310'
0'
1'
2'
3'
309' 310' 311'
312' 313'
312'
311'
4'
C-005
SCALE: 1" = 25'
x
STORMWATER PLAN
20' 40'0
LIMITS OF WORK
MATCHLINE - SEE SHEET C-004
S T
O R
M W
A T
E R P
L A
N S
H E
E T O
F
DRAINAGE LAYER
LIMITS OF STONE
RAMP
ACCESS
E: 638609.23 N: 932686.96
SEE DETAIL 1/C-008
3H:1V SLOPE
GRASS LINED SWALE
EL. 308.66'
E: 638374.06 N: 932640.82
EL. 308.82'
E: 638411.38' N: 932630.48
EL. 309.00'
E: 638445.80' N: 932637.30
EL. 308.06'
E: 638561.94 N: 932746.09
EL. 308.00'
E: 638231.18 N: 932722.81
C-017
SWALE TRANSITION AREA
EL. 311.0'
E: 638251.36' N: 932721.76
EL. 312.0'
E: 638339.86 N: 932674.57
EL. 313.0'
E: 638436.63 N: 932643.19
EL. 314.0'
E: 638489.09' N: 932602.06
EL. 313.0'
E: 638558.52 N: 932667.18
EL. 313.0'
E: 638533.53 N: 932774.19
EL. 314.0'
E: 638510.04 N: 932698.99
EL. 313.0'
E: 638509.32 N: 932771.77
B-B
C-017
D-D
C-017
C-C
EL. 309.20'
E: 638507.96 N: 932640.83
.4% SLOPE
GRASS LINED SWALE
S C
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®of Engineers
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A N
S I
D
N E
W Y
O R
K
N E
W Y
O R
K
N E
W Y
O R
K D
IS
T R
D S F
S O
L
IC
IT
A T
IO
N N
O
W
D
C O
N T
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C T N
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M
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H U
D A
C H
E C
K E
D B
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C
C L
O U
A T
R E
D R
A W
N B
Y
R S
T O
D D
A R
D D
E S
IG
N E
D B
Y
R S
T O
D D
A R
D S
U B
M
IT
T E
D B
Y
A B
C D
A M S
A F
E T
Y J
V
P
L A
Z A D
R
H
IG
H L
A N
D S R
A N
C H
C O
U N
IT
E D S
T A
T E
S A
R M
Y G
A R
R
IS
O N
W E
S T P
O
IN
T N
E W Y
O
L A
F
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L D P
O N
D D
A M D
E C
O M
IS
S
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N
IN
G A
P R
IL
C-006 x
N D P
R O
F
IL
E
EXISTING GROUND
SCALE: H: 1'' = 20' V: 1'' = 10'
EL. 306'
100H:1V
6H :1V
24" STONE DRAINAGE LAYER
POND PROFILE AT BASELINE
COMPACTED FILL
6" TOP SOIL LAYER
SEE SHEET C-018
OF DRAINAGE LAYER.
TO RAISE GRADE FOR INSTALLATION
COMPACTED FILL (IF REQUIRED)
SAND LAYER
6" COMPACTED
2' OF POND
OVEREXCAVATE BOTTOM
GRADE
PROPOSED
FILTER FABRIC
GEOTEXTILE
S C
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A N
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W Y
O R
K
N E
W Y
O R
K
N E
W Y
O R
K D
IS
T R
D S F
S O
L
IC
IT
A T
IO
N N
O
W
D
C O
N T
R A
C T N
O
T
M
IC
H U
D A
C H
E C
K E
D B
Y
C
C L
O U
A T
R E
D R
A W
N B
Y
R S
T O
D D
A R
D D
E S
IG
N E
D B
Y
R S
T O
D D
A R
D S
U B
M
IT
T E
D B
Y
A B
C D
A M S
A F
E T
Y J
V
P
L A
Z A D
R
H
IG
H L
A N
D S R
A N
C H
C O
U N
IT
E D S
T A
T E
S A
R M
Y G
A R
R
IS
O N
W E
S T P
O
IN
T N
E W Y
O
L A
F
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L D P
O N
D D
A M D
E C
O M
IS
S
IO
N
IN
G A
P R
IL
POND
C-007 x P
N D S
E C
T
IO
N
(DELAFIELD POND C/L)
TYPICAL POND SECTION
COMPACTED FILL
24" STONE DRAINAGE LAYER
6" TOP SOIL LAYER
EL. VARIES
EL. VARIESGRADE
PROPOSED
SAND LAYER
6" COMPACTED
2' OF POND
OVEREXCAVATE BOTTOM
FILTER FABRIC
GEOTEXTILE
SCALE: H: 1'' = 20' V: 1'' = 5'
C-010 THROUGH C-015.
SEE CROSS SECTION ON SHEETS
SEE SHEET C-018.
OF DRAINAGE LAYER.
TO RAISE GRADE FOR INSTALLATION
COMPACTED FILL (IF REQUIRED)
TO REMAIN
EXISTING DAM
REMAIN
SLAB TO
CONCRETE
EXISTING
EXISTING GROUND
ARE ON C-008
TYPICAL DETAILS
CROSS SECTION
SHEET C-017 FOR
SWALE. SEE
GRASS LINED
ARE ON C-008
TYPICAL DETAILS
CROSS SECTIONS
SHEET C-017 FOR
SWALE. SEE
GRASS LINED
S C
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W Y
O R
K
N E
W Y
O R
K
N E
W Y
O R
K D
IS
T R
D S F
S O
L
IC
IT
A T
IO
N N
O
W
D
C O
N T
R A
C T N
O
T
M
IC
H U
D A
C H
E C
K E
D B
Y
C
C L
O U
A T
R E
D R
A W
N B
Y
R S
T O
D D
A R
D D
E S
IG
N E
D B
Y
R S
T O
D D
A R
D S
U B
M
IT
T E
D B
Y
A B
C D
A M S
A F
E T
Y J
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P
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Z A D
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H
IG
H L
A N
D S R
A N
C H
C O
U N
IT
E D S
T A
T E
S A
R M
Y G
A R
R
IS
O N
W E
S T P
O
IN
T N
E W Y
O
L A
F
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L D P
O N
D D
A M D
E C
O M
IS
S
IO
N
IN
G A
P R
IL
1.5
1.5
24" OF RIP-RAP
FILTER FABRIC
GEOTEXTILE
6" TOP SOIL LAYER
ON ROCK SURFACES.
RIP RAP TO AVOID RIP RAP PLACEMENT
SHOULD BE EQUIVALENT TO THE TOP OF
IN AREAS OF ROCK CUT, THE TOP OF ROCK
6'-0"
V A
R
IE
S
EL. SEE PLAN
SCALE: NTSC-003
SCALE: NTSC-004
2 TYPICAL RIP-RAP LINED SWALE
TYPICAL GRASS LINED SWALE
SEE PLAN
EL. VARIES
3'-0"
C-008
T
O R
M W
A T
E R D
E T
A
IL
S
SEE PLAN
EL. VARIES
N.T.S.
UNDERDRAIN DETAIL
N.T.S.
CHAIN LINK FENCE GATE DETAIL
N.T.S.
N.T.S.EMBANKMENT CONSTRUCTION DETAIL
VARIES
SLOPE REGRADING DETAIL
2' MAX.
1' MIN.
VARIES
2' MAX.
1' MIN.
VARIES
12" LIFT
EXISTING SLOPE TO BE REGRADED
EXISTING SLOPE TO BE RAISED
SLOPE DESIGN SECTION
AS SHOWN IN STORMWATER PLANS
TO THE FULL EXTENT OF THE BOTTOM
DRAINAGE LAYER, AND SAND LAYER
CONSTRUCT GEOTEXTILE, STONE,
NOTE:
WORKING HOURS, POSITION AS REQUIRED.
TO HOLD THE GATE LEAVES OPEN DURING
WITH EACH POST IN A CONCRETE FOUNDATION
PROVIDE TWO EXTRA SEPARATE LATCH UNITS
NOTE:
EXCAVATION LINE
EXCAVATION LINE
SLOPE DESIGN SECTION
COMPACTED FILL
AND REPLACE WITH
OF POND BOTTOM
24" OVER-EXCAVATION
COMPACTED FILL
24" STONE DRAINAGE LAYER
SAND LAYER
6" COMPACTED
M
IN
M
IN
FILTER FABRIC
GEOTEXTILE
WITH TURNBUCKLES
3/8" TRUSS RODS
PLUNGER ROD (TYP.)
CATCH BLOCK (TYP.)
#9 GA. DIAMOND MESH
HINGE (TYP.)
BOTTOM GATE
9"3
18"
UNDERDRAIN PIPE
10" PERFORATED HDPE
16'
D E
S C
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1 98765432
®of Engineers
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W Y
O R
K
N E
W Y
O R
K
N E
W Y
O R
K D
IS
T R
D S F
S O
L
IC
IT
A T
IO
N N
O
W
D
C O
N T
R A
C T N
O
T
M
IC
H U
D A
C H
E C
K E
D B
Y
C
C L
O U
A T
R E
D R
A W
N B
Y
R S
T O
D D
A R
D D
E S
IG
N E
D B
Y
R S
T O
D D
A R
D S
U B
M
IT
T E
D B
Y
A B
C D
A M S
A F
E T
Y J
V
P
L A
Z A D
R
H
IG
H L
A N
D S R
A N
C H
C O
U N
IT
E D S
T A
T E
S A
R M
Y G
A R
R
IS
O N
W E
S T P
O
IN
T N
E W Y
O
L A
F
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L D P
O N
D D
A M D
E C
O M
IS
S
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N
IN
G A
P R
IL
C-009
SCALE: NTS
M
IS
C E
L L
A N
E O
U S D
E T
A
IL
S
MISCELLANEOUS DETAILS
PLACEMENT LIMITS
INTO THE SOIL AT
SHALL BE ANCHORED 12''
LOWER GEOTEXTILE
S C
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1 98765432
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N G
IN
E E
R S
ANSI
D
NEW
YORK
, NEW
YORK
NEW
YORK
DIST
RICT
D S F
S O
L
IC
IT
A T
IO
N N
O
W
D
C O
N T
R A
C T N
O
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M
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H U
D A
C H
E C
K E
D B
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C
C L
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A T
R E
D R
A W
N B
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R S
T O
D D
A R
D D
E S
IG
N E
D B
Y
R S
T O
D D
A R
D S
U B
M
IT
T E
D B
Y
ABC D
AM SA
FETY
JV
630 P
LAZA
DR. #
HIGHL
ANDS
RANC
H, CO
80129
UNITE
D STA
TES A
RMY G
ARRIS
ON, W
EST P
OINT
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21, 20
100 1257525 50 1500-150 -50 -25-75-125 -100
100 1257525 50 1500-150 -50 -25-75-125 -100
STA. 10+00
STA. 10+50
UNITE
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V: 1" = 5' H: 1" = 20'
SCALE:
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EXISTING GRADE
EXISTING GRADE
PROPOSED GRADE
COMPACTED FILL
PROPOSED ACCESS RAMP
V: 1" = 5' H: 1" = 20'
SCALE:
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21, 20
100 1257525 50 1500-150 -50 -25-75-125 -100
100 1257525 50 1500-150 -50 -25-75-125 -100
STA. 11+00
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C-011
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PROPOSED GRADE
COMPACTED FILL
COMPACTED FILL
PROPOSED ACCESS RAMP
6" TOP SOIL LAYER
6" TOP SOIL LAYER GRASS LINED SWALE
24" STONE DRAINAGE LAYER
V: 1" = 5' H: 1" = 20'
SCALE:
V: 1" = 5' H: 1" = 20'
SCALE:
GEOTEXTILE FILTER FABRIC
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100 1257525 50 1500-150 -50 -25-75-125 -100
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6" TOP SOIL LAYER
GRASS LINED SWALE
COMPACTED FILL
24" STONE DRAINAGE LAYER
24" STONE DRAINAGE LAYER
V: 1" = 5' H: 1" = 20'
SCALE:
V: 1" = 5' H: 1" = 20'
SCALE:
BOTTOM 2' OF POND
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BOTTOM 2' OF POND
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SAND LAYER
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MISSI
ONING
APRIL
21, 20
100 1257525 50 1500-150 -50 -25-75-125 -100
100 1257525 50 1500-150 -50 -25-75-125 -100
STA. 13+00
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6" TOP SOIL LAYER
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24" STONE DRAINAGE LAYER
V: 1" = 5' H: 1" = 20'
SCALE:
V: 1" = 5' H: 1" = 20'
SCALE:
BOTTOM 2' OF POND
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BOTTOM 2' OF POND
OVEREXCAVATE
SAND LAYER
6" COMPACT
SAND LAYER
6" COMPACT
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FABRIC FILTER
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100% DESIGN SUBMITTAL
U N
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U .S
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100 1257525 50 1500-150 -50 -25-75-125 -100
STA. 14+00
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24" STONE DRAINAGE LAYER
V: 1" = 5' H: 1" = 20'
SCALE:
V: 1" = 5' H: 1" = 20'
SCALE:
BOTTOM 2' OF POND
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PROPOSED OUTFALL
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GEOTEXTILE
100% DESIGN SUBMITTAL
U N
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1 98765432
®of Engineers
US Army Corps
U .S
A R
M Y C
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P S O
F E
N G
IN
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NEW
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APRIL
21, 20
100 1257525 50 150
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C-015
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C-C
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SCALE: H: 1" = 10' V: 1" = 5'
STA. 14+35.18
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IG
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630 P
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ANDS
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80129
UNITE
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ON, W
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DAM
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MISSI
ONING
APRIL
21, 20
-50 50-25
-25-50
0 25
-25-50 500 25
A-A
C-004
SECTION A-A
C-C
C-005
SECTION C-C
B-B
SECTION B-B
D-D
SECTION D-D
U
IT
E D S
T A
T E
S A
R M
Y G
A R
R
IS
O N
W E
S T P
O
IN
T
N E
W Y
O R
K
C-017
D E
L A
F
IE
L D D
A M P
O N
D D
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IS
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S W
A L E S
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N S
N E
W Y
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K D
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T R
IC
T
N E
W Y
O R
K
N E
W Y
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K
H
IG
H L
A N
D S R
A N
C H
C
P
L A
Z A D
R
A B
C D
A M S
A F
E T
Y J
V
PROPOSED GRADE
PROPOSED GRADE
PROPOSED GRADE
EXISTING GRADE
EXISTING GRADE
EXISTING GRADE
PROPOSED SWALE
PROPOSED SWALE
LAYER
6" TOP SOIL
LAYER
6" TOP SOIL
LAYER
6" TOP SOIL
2" OF POND
BOTTOM
OVEREXCAVATE
2" OF POND
BOTTOM
OVEREXCAVATE
2" OF POND
BOTTOM
OVEREXCAVATE
PROPOSED GRADE
EXISTING GRADE
LAYER
6" TOP SOIL
2" OF POND
BOTTOM
OVEREXCAVATE
-50 50-25 25
6 1
PROPOSED SWALE
3'
3'
3'
3'
SCALE: H: 1" = 12.5' V: 1" = 5'SCALE: H: 1" = 12.5' V: 1" = 5'
SCALE: H: 1" = 12.5' V: 1" = 5'
SCALE: H: 1" = 12.5' V: 1" = 5'
A P
R
IL
PROPOSED SWALE
EL. 313
EL. 308.5
S C
R
IP
T
IO
N M
A R
K
S
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D A
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IS
S
U E D
A T
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SHEET ID
A
B
C
D
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F
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1 98765432
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D
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W Y
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W Y
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K D
IS
T R
D S F
S O
L
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IT
A T
IO
N N
O
W
D
C O
N T
R A
C T N
O
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M
IC
H U
D A
C H
E C
K E
D B
Y
C
C L
O U
A T
R E
D R
A W
N B
Y
R S
T O
D D
A R
D D
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IG
N E
D B
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R S
T O
D D
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D S
U B
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D B
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A B
C D
A M S
A F
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H L
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C H
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T A
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S A
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W E
S T P
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L D P
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G A
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IL
-50 -25-100 -75 250 7550 100
C-018
R A
M P S
E C
T
IO
C-003
ACCESS RAMP SECTION
SCALE: H: 1" = 10' V: 1" = 5'
22'
16'
PROPOSED ACCESS RAMP
PROPOSED GRADE
EXISTING GRADE
COMPACTED SOIL
COMPACTED SOIL AND 6'' COMPACTED SOIL
GEOTEXTILE FILTER FABRIC BETWEEN
6" COMPACTED SAND
12" AGGREGATE
AND 6'' COMPACTED SAND
BETWEEN 12'' AGGREGATE
GEOTEXTILE FILTER FABRIC
S C
R
IP
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N M
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D A
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IS
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U E D
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SHEET ID
A
B
C
D
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F
G
1 98765432
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
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R S
ANS
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NEW
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NEW
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D S F
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N N
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C T N
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M
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C H
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K E
D B
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D R
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DAM
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APR
IL 2
1, 2
-100 -75
-50 -25
0 25 50 75 100 125 150 175
PROPOSED GRADE EXISTING GRADE
N E
W Y
O R
K
N E
W Y
O R
K
N E
W Y
O R
K D
IS
T R
IC
T
B A
T O
N R
O U
G E L
A
P
L A
Z A A
M E
R
IC
A N
A D
R
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C A
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IS
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T A
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A R
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C A
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W E
S T P
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C-019
INVERT EL. 292
C-004 SCALE: H: 1" = 10' V: 1" = 5'
SAND LAYER
6" COMPACTED
LAYER
24" STONE DRAINAGE
TOP EL. 307.5
OUTLET STRUCTURE
PROPOSED UNDERDRAIN
OUTLET PIPE (125 L.F.)
UNDERDRAIN
PROPOSED 12" HDPE
BOTTOM 2' OF POND
OVER-EXCAVATE FABRIC FILTER.
GEOTEXTILE
100% DESIGN SUBMITTAL
WALL BELOW PER DETAIL
DETAIL 603. INSTALL CUTOFF
PROVIDE NYSDOT STANDARD
PIPE OUTLET INVERT EL. 290'
DRAINAGE PIPE OUTFALL SECTION
AND UNDERDRAIN
AS THE LEVEL SUB-BASE LAYER FOR THE DRAINAGE LAYER
PERPENDICULAR TO THE DAM FACE. THIS LAYER WILL SERVE
FACE OF THE DAM AND GRADED UP AT .5% TO THE DRAIN
COMPACTED FILL LAYER GRADED TO 291.45 AT THE
A P
R
IL
PIPE (80 L.F.)
UNDERDRAIN
PERFORATED
PROPOSED 10"
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
D A
T E
IS
S
U E D
A T
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SHEET ID
A
B
C
D
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F
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1 98765432
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D
N E
W Y
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N E
W Y
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K
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W Y
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D S F
S O
L
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A T
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N N
O
W
D
C O
N T
R A
C T N
O
T
M
IC
H U
D A
C H
E C
K E
D B
Y
C
C L
O U
A T
R E
D R
A W
N B
Y
R S
T O
D D
A R
D D
E S
IG
N E
D B
Y
R S
T O
D D
A R
D S
U B
M
IT
T E
D B
Y
A B
C D
A M S
A F
E T
Y J
V
P
L A
Z A D
R
H
IG
H L
A N
D S R
A N
C H
C O
U N
IT
E D S
T A
T E
S A
R M
Y G
A R
R
IS
O N
W E
S T P
O
IN
T N
E W Y
O
L A
F
IE
L D P
O N
D D
A M D
E C
O M
IS
S
IO
N
IN
G A
P R
IL
ELEV=277.61'
WIER
ELEV=272.64'
WIER
SIG 67
SIG 68
SIG 66
BUILDING
MASONRY
R O
O F C
A N
O P Y
R O
O F C
A N
O P Y
R O
O F C
A N
O P
Y
C O
N C R E T E
C O
N C R E T E
C O
N C R
ETE
ASPHALT
GRASS / BRUSH
GRASS
GRASS
SLIDES
C
O N
D U
IT
C
O N
D U
IT
C
O N
D U
IT
C
O N
D U
IT
C
O N
D U
IT
C
O N
D U
IT
SIDEWALK
CONNER LOOP TRAIL
ROOF CANOPY
ELEV=279.07'
WIER
ELEV=278.38'
WIER
ELEV=277.78'
WIER
ELEV=277.52'
WIER
RAMP
HANDICAP
COULD NOT OPEN
VAULT
INV=263.47'
15" STEEL PIPE
INV=267.41'
18" STEEL PPE
INV PLUGGED WITH DEBRIS
18" STEEL PIPE
INV=269.10'
18" STEEL PIPE
INV=269.16'
18" STEEL PIPE
W1-05 LTB
W
INV=273.20'
18" STEEL PIPE
wv
W1-01 wv
WI-03
W1-06
W1-07
W
W
W
W1-02
W1-01
W1-09 LBB
SANITARY MANHOLE
RIM ELEV.=282.50
1) 8" STEEL INV.=275.60
2) 8" STEEL INV.=275.60
W1-08
DRAINAGE STRUCTURE
RIM ELEV.=286.65
NOTE: FULL OF WATER
CO
S
SANITARY MANHOLE
RIM ELEV.=308.67
1) 8" STEEL INV.=303.17
2) 8" STEEL INV.=302.67
MW
BOL
BOL
wv
MW
" CONTROL BASELINE 1
N: 932800.06
E: 638538.41
ELEV.=312.17
S
SANITARY MANHOLE
RIM ELEV.=316.39
1) 8" STEEL INV.=309.49
2) 8" STEEL INV.=309.49
wv
S
SANITARY MANHOLE
W
W
310'
309'
308'308'
309'
310'
311'
312'
' 3 ' 3 ' 3 ' 3 '3 '3
C-020
SCALE: 1" = 20'
x
20' 40'0
S T
O R
M W
A T
E R P
O L L
U T
IO
N P
R E
V E
N T
IO
N P
L A
N
STORMWATER POLLUTION PREVENTION PLAN
(SEE NOTE 2)
20 L.F. SILT FENCE
(SEE NOTE 2)
122 L.F. SILT FENCE
(SEE NOTE 2)
20 L.F. SILT FENCE
(SEE NOTE 3)
PROTECTION
PROVIDE SEDIMENT
(SEE NOTE 5)
32' L.F. SILT FENCE
CONSTRUCTION OF THE DRAINAGE STRUCTURE IS COMPLETE.
REMOVE ALL SEDIMENT FROM THE OUTFALL PIPE BEFORE
THE EVENT OF AN OVERFLOW INTO THE STRUCTURE.. CLEAN AND
HAVE BEEN FULLY CONSTRUCTED IN ORDER TO FILTER SEDIMENT IN
THE RIM OF THE DRAINAGE STRUCTURE UNTIL THE TOP AND LID
THE FINISHED GRADE SHOULD BE NO HIGHER THAN 2 FEET BELOW
DRAINAGE STRUCTURE TO PREVENT SEDIMENT FROM ENTERING.
AROUND THE NEW OUTFALL PIPE INLET AND AROUND THE
SHEETS 209-03, DRAINAGE STRUCTURE INLET PROTECTION,
PROVIDED SEDIMENT PROTECTION PER NYS STANDARD DETAIL
INVERT OF THE CHANNEL TO ELEVATION 312'.
THE FULL BOTTOM WIDTH AND EXTENDING 5' ABOVE THE
5. PROVIDE SILT FENCE ACROSS OUTFALL CHANNEL ACROSS
SUPPORT AT ALL SILT FENCE LOCATIONS.
TO NYSDOT STANDARD DETAIL 209-01. PROVIDE WIRE MESH
209-05, CONSTRUCTION ENTRANCES. FOR SILT FENCE, REFER
4. FOR CONSTRUCTION ENTRANCE REFER TO NYSDOT DETAIL
3:
CONSTRUCTION.
ACTIVITIES AND KEEP IN PLACE FOR DURATION OF
WORK PRIOR TO ANY CLEARING/GRUBBING OR DEMOLITION
2: INSTALL SILT FENCE AS SHOWN 1' (MIN.)INSIDE LIMITS OF
SEED/GRASS ON SITE. REFER TO NYSDOT DETAIL 209-01.
CONSTRUCTION AND THROUGH ESTABLISHMENT OF
DEMOLITION ACTIVITIES. KEEP IN PLACE FOR DURATION OF
SHOWN. INSTALL PRIOR TO ANY CLEARING/GRUBBING OR
ROWS SHALL BE SPACED APPROXIMATELY 20' AND PLACED AS
EXISTING DITCH BOTTOM EXTENDING 5' IN BOTH DIRECTIONS.
1: INSTALL 3 ROWS OF STACKED HAY-BALES CENTERED ON
NOTES:
R
IL
SLOPE
B
B
BARREL
A1 = AREA OF NOMINAL DIAMETER
*A2 = AREA THRU SECTION B-B
c c c c c
B
BASIC DIMENSIONS
CLASS "A" CONCRETE
CUT OFF WALL TO BE
POURED IF INDICATED IN
THE CONTRACT DOCUMENTS.
PAYMENT WILL BE MADE
UNDER APPROPRIATE
CONTRACT ITEMS.
REFER TO STANDARD SHEET
"CUT-OFF WALLS FOR END
SECTIONS".
THE DETAILS BELOW MAY BE USED IN CONJUNCTION WITH
STANDARD SPECIFICATION y603-3.02 SECTION-C LAYING
BELL AND SPIGOT TYPE PIPE.
DETAIL "D"
CONCRETE REPAIR MATERIAL, y701-04
AA
B
C
1.
2.
3.
4.
5.
SECTION B-B
SECTION A-A END VIEW
R
B
AR
EMBANKMENT SLOPE
A c c
12"
SECTION C-C ELEVATION
DETAIL "D"
CONCRETE COLLAR
21"
27"
SEE NOTE
12" 2"
15" 2�"
A B C D E F G H J SLOPE R 1 R
RATIO
A1
L
3"
4"
5"
48�"
38�"
25�"
19�"
39�"
43�"
58�"
4"
9"
9"
10�"
13�"
28�"
29�"
33�"
37"
43�"
59�"
2.7:1
2.7:1
2.7:1
2.8:1
2.8:1
2.8:1
2.8:1
2.9:1
2.9:1
2.9:1
2.9:1
12�"
15�"
16�"
18�"
27�"
18�"
9"
14�"
19�"
1.92
1.90
1.88
2.37
1.58
1.89
1.41
1.50
1.46
1.40
6’-1"
6’-1�"
6’-1�"
6’-1�"
6’-1�"
8’-1�"
8’-2"
8’-2"
8’-1�"
18"
24"
30"
33"
36"
42"
48"
2�"
2�"
3�"
3�"
3�"
4�"
48�"
46"
30"
34�"
35"
26"
24"
24"
27"
35"
48"
54"
63"
63"
72"
24"
29�"
36"
42"
48"
54"
60"
66"
72"
78"
87"
8�"
9�"
12"
15"
21"
24"
19�"
29"
36"
47�"
53�"
13"
16"
19"
22"
25"
28"
31"
34"
37"
43"
49"
10�"
16�"
21�"
24�"
30"
10�"
12"
13"
14"
15"
20"
22"
22"
6’-0�"
6’-0�"
*A2
PLAN
(SEE NOTE 5)
12" 12"
18"
18" c
1.49
C
B
END SECTION
END SECTION
ISOMETRIC VIEW
L
G
JA
F
D E
C
F
H
J
/S/ ROBERT L. SACK, P.E.
CORNER MAY BE
ROUNDED OR
CHAMFERED
GENERAL NOTES:
THE GENERAL SPECIFICATION FOR REINFORCED CONCRETE PIPE, CLASS IV, SHALL APPLY
EXCEPT AS MODIFIED BELOW.
REINFORCING TO BE AS SPECIFIED FOR REINFORCED CONCRETE PIPE. CLASS III. WHERE
TWO CAGES OF REINFORCING ARE SPECIFIED IN CLASS III PIPE. IT SHALL APPLY TO THE
BARREL OF THE END SECTION ONLY. REINFORCING FOR THE APRON SECTION SHALL BE ONE
CAGE EQUAL TO THE INNER CAGE REQUIRED IN THE BARREL. AS AN ALTERNATE FOR
REINFORCING FOR REINFORCED CONCRETE PIPE CLASS III. BAR REINFORCEMENT MAY BE
SUPPLIED. THE BARS SHALL CONFORM TO THE REQUIREMENTS OF y709-01 BAR
REINFORCEMENT FOR CEMENT CONCRETE AND SHALL BE SUPPLIED IN THE AMOUNT NEEDED TO
MEET THE REQUIRED MAXIMUM REINFORCEMENT IN SQUARE INCHES PER LINEAR FEET OF PIPE
BARREL.
JOINTS SHALL BE THE SAME AS REQUIRED FOR REINFORCED CONCRETE PIPE.
THE DIMENSIONS INDICATED IN THE TABLE ENTITLED "BASIC DIMENSIONS" ARE
APPROXIMATE. REFER TO INDIVIDUAL PRODUCERS, APPROVED SHOP DRAWINGS FOR THE
ACTUAL DIMENSIONS.
PLAN AND SECTION A-A INDICATES…
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