Amendment 8_Drawings_Addendum 3 .pdf
PDF 31 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 solicitation for construction services. The U.S. Army Corps of Engineers, New York District is seeking a contractor to decommission the West Point Delafield Dam located at the United States Military Academy in West Point, New York. Work will include clearing, excavation, removal of existing structures, installation of drainage features, backfilling, grading, and other site work. The estimated cost range for the project is $5-10 million. The contract period of performance is 365 calendar days. Questions regarding this solicitation must be submitted in writing to the listed Contract Specialist by the specified due date. Interested parties can access the full solicitation including drawings on the System for Award Management website. Offerors must be registered in SAM to access acquisition information.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Bid Abstract 23B0016.pdf | ||
| Amendment 0009.pdf | ||
| Amendment 8_Spec Section 01 30 00.pdf | ||
| Amendment 0008_Photos - 10 JUL 2023 - Day after historic flooding.pdf | ||
| Amendment 0008.pdf | ||
| Amendment 8_Spec Section 33 46 16.pdf | ||
| Amendment 0007.pdf | ||
| Amendment 0006.pdf | ||
| Amendment 0005.pdf | ||
| Amendment 0004.pdf | ||
| Amendment 0003_As-Built Drawing.pdf | ||
| Amendment 0003.pdf | ||
| Amendment 0003_Addendum 2.pdf | ||
| Amendment 0002.pdf | ||
| Amendment 0002_Site Visit Sign-In Sheet 20230629.pdf | ||
| Amendment 0001.pdf | ||
| Plans.pdf | ||
| W912DS23B0016.pdf | ||
| Specifications.pdf |
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ISSUE DATE:
VOLUME #
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W912DS20F0062
G-001
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W9123719D0011
UNITED STATES MILITARY ACADEMY- WEST POINT, NEW YORK
NEW YORK DISTRICT
DELAFIELD POND DAM DECOMMISSIONING
READY TO ADVERTISE
ADDENDUM #3
AUGUST 7, 2023
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G-001 COVER SHEET
SHEET INDEX
G-003 LOCATION AND VICINITY MAP
S H
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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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SCALE IN FEET
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SCALE IN FEET
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SCALE IN MILES
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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
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FAR FACE
GALVANIZED
INSIDE FACE
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MISCELLANEOUS
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OUTSIDE FACE
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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
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WIDTH
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W
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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
GENERAL NOTES: GENERAL SEQUENCE OF CONSTRUCTION:
MATERIALS NOTES
EROSION AND SEDIMENT CONTROL NOTES
GEOTECHNICAL NOTES:
SPECIFICATIONS
LW LIMITS OF WORK
X-X
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 CONTAMINATION 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 BATH HOUSE 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.
REMOVE ALL TRASH/DEBRIS. FROM THE SITE.13.
THE AREA OF THE DRAINAGE OUTFALL.
REPLACE FENCING IN AREAS WHERE FENCING WAS REMOVED WITH THE EXCEPTION OF 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.
LANDFILL.
SOILS, STOCKPILE FOR TESTING, HAUL CONTAMINATED CONFIRMED SOILS TO APPROVED
PERFORM DIRECTIONAL BORING OF UNDERDRAIN OUTFALL. REMOVE CONTAMINATED 5.
CONSTRUCT ACCESS RAMP. 4.
PEFORM SITE CLEARING OPERATIONS.3.
SECURITY/GATES.
REMOVE FENCES AS SHOWN ON SHEET C-002 AND ESTABLISH PERIMETER 2.
INSTALL SWPPP MEASURES PER C-020.1.
G-004
/1
/2
A D
D E
N D
U M
G
N E
R A
L N
O T
E S
A B
B R
E V
IA
T
IO
N S A
N D S
Y M
B O
L S
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
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 D
E S
IG
N E
D B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
S U
B M
IT
T E
D B
Y
T
M
IC
H U
D A
R S
T O
D D
A R
D
C
C L
O U
A T
R E
R S
T O
D D
A R
D
J U
L Y
G-005
P R
O V
E D H
A U
L R
O U
T E
NORTH
PLAN
SCALE: NTS'
HAUL ROUTE PLAN
/1
/2
A D
D E
N D
U M
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
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
(SEE SHEET C-003)
POND BASELINE
MAINTENANCE ROAD
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
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 D
E S
IG
N E
D B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
S U
B M
IT
T E
D B
Y
T
M
IC
H U
D A
R S
T O
D D
A R
D
C
C L
O U
A T
R E
R S
T O
D D
A R
D
J U
L Y
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
C-001
X
IS
T
IN
G C
O N
D
IT
IO
N S P
L
N
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
50' 100'0
NORTH
PLAN
B1
EXISTING CONDITIONS PLAN
SCALE: 1" = 50'
/1
/2
A D
D E
N D
U M
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
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
W
W
W
W
W
W
SANITARY MANHOLE
RIM ELEV.=282.50
1) 8" STEEL INV.=275.60
2) 8" STEEL INV.=275.60
DRAINAGE STRUCTURE
RIM ELEV.=286.65
NOTE: FULL OF WATER
CO
SANITARY MANHOLE
RIM ELEV.=308.67
1) 8" STEEL INV.=303.17
2) 8" STEEL INV.=302.67
BOL
BOL
CONTROL BASELINE 1
N: 932800.06
E: 638538.41
ELEV.=312.17
SANITARY MANHOLE
RIM ELEV.=316.39
1) 8" STEEL INV.=309.49
2) 8" STEEL INV.=309.49
SANITARY MANHOLE
RIM ELEV.=333.59
1) 8" STEEL INV.=329.79
2) 8" STEEL INV.=327.19
SANITARY MANHOLE
RIM ELEV.=338.19
1) 8" STEEL INV.=333.09
2) 8" STEEL INV.=333.09
ELEV=277.61'
WIER
ELEV=272.64'
WIER
WALL (TYP)
RETAINING
TRANSFORMER
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
INV=273.20'
18" STEEL PIPE
INV=325.87'
18" HDPE
INV=326.94'
18" HDPE
REMOVE TREE
TREE SHALL REMAIN
LIMITS OF WORK
REMOVE TREE
PLAYGROUND EQUIPMENT
REMOVE EXISTING SLIDES AND
LINE
EXISTING WATER
EXISTING WATER LINE
INSTALL SECURITY GATE
FENCE AS REQUIRED TO
REMOVE 18 L.F. OF EXISTING
TO REMAIN
ROCK OUTCROP
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
UTILITY TO REMAIN
EXISTING OVERHEAD
PLACE
PIPE TO BE ABANDONED IN
EXISTING POND DRAWDOWN
DISTURBED AT ANY TIME
WETLAND AREAS SHALL NOT BE
LIMITS OF POND BOTTOM
SEE SHEET C-006 FOR PROFILE
OVER-EXCAVATION OF POND BOTTTOM
APPROXIMATE LIMITS FOR
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
SEE NOTE 5
REMOVE EXISTING SLIDE
HEADWALL
HEADWWALL IN PLACE. REMOVE CONDUIT IN
CONDUIT AND ABANDON DOWNSTREAM
REMOVE EXISTING DRAINAGE OUTFALL
APPROXIMATELY 4'
DEPTH OF ROCK REMOVAL IS
AREA OF REQUIRED ROCK REMOVAL.
A MIN. DISTANCE OF 15'.
PIPE WITH NON-SHRINK GROUT FOR
STRUCTURE. FILL REMAINING 18"
REMOVE EXISTING DRAINAGE
SAW-CUT EXISTING 18" PIPE TO
REMOVE EXISTING DRAINAGE INLET.
EXISTING SANITARY LINE
FENCE FOUNDATION
REMOVE EXISTING FENCE AND
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
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 D
E S
IG
N E
D B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
S U
B M
IT
T E
D B
Y
T
M
IC
H U
D A
R S
T O
D D
A R
D
C
C L
O U
A T
R E
R S
T O
D D
A R
D
J U
L Y
W1-05 LTB
wv
W1-01 wv
WI-03
W1-06
W1-07
W1-02
W1-01
W1-09 LBB
S
W1-08
S
MW
wv
MW
20" OAK
S wv
MW
E
S
C-002
M O
L
IT
IO
N P
L A
N
EXISTING PARKING LOT
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
DEMOLITION PLAN
SCALE: 1" = 40' 40' 80'0
NORTH
PLAN
A3
/1
/2
A D
D E
N D
U M
USACE.
MATERIALS IS TO BE COORDINATED BETWEEN USMA AND
DONATION. USACE DIRECTION IS THAT THE REUSE OF
ALL PLAYGROUND EQUIPMENT MAY BE SUBJECT TO 5.
PROTECTION OF ALL UTILITY SYSTEMS ARE REQUIRED.4.
AT ANY TIME.
BY CITY, LIGHT AND POWER AND ARE NOT TO BE DISTURBED
ELECTRICAL UTILITIES IN THE PROJECT AREA ARE OWNED 3.
SWALE.
CONSTRUCTING THE ACCESS RAMP OR DRAINAGE OUTFALL
AND SIDE SLOPES UNLESS FOR THE PURPOSES OF
SHALL BE DONE OUTSIDE OF THE EXISTING POND BOTTOM
2. TREES OUTSIDE OF THE POND ARE TO REMAIN. NO CLEARING
SHALL REMAIN UNLESS SPECIFICALLY NOTED OTHERWISE.
AREAS, ADJACENT WORKS, AND OTHER SITE FEATURES
ALL EXISTING BUILDINGS, STRUCTURES, UTILITIES, PARKING 1.
NOTES:
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
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
270275
WW
W
W
DRAINAGE STRUCTURE
RIM ELEV.=286.65
NOTE: FULL OF WATER
CO
CONTROL BASELINE 3
N: 932915.10
E: 638573.06
ELEV.=307.78
SANITARY MANHOLE
RIM ELEV.=308.67
1) 8" STEEL INV.=303.17
2) 8" STEEL INV.=302.67
BOL
BOL
BENCHMARK
CHISELED BOX IN LIGHT BASE
ELEV.=310.97
CONTROL BASELINE 2
N: 932939.70
E: 638383.06
ELEV.=312.13
CONTROL BASELINE 1
N: 932800.06
E: 638538.41
ELEV.=312.17
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
SANITARY MANHOLE
RIM ELEV.=316.39
1) 8" STEEL INV.=309.49
2) 8" STEEL INV.=309.49
CONTROL BASELINE 10
N: 932947.12
E: 638255.49
ELEV.=321.03
CONTROL BASELINE 7
N: 932612.81
E: 638276.61
ELEV.=325.08
CONTROL BASELINE 5
N: 932546.42
E: 638596.68
ELEV.=328.31
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
SANITARY MANHOLE
RIM ELEV.=338.19
1) 8" STEEL INV.=333.09
2) 8" STEEL INV.=333.09
WALL (TYP)
RETAINING
TRANSFORMER
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=269.10'
18" STEEL PIPE
INV=325.87'
18" HDPE
INV=326.94'
18" HDPE
LIMITS OF WORK
6H:1V
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
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
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
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
SEE SHEET C-017
SECTION A7 AND SECTION E1
TRANSITION BETWEEN
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
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 D
E S
IG
N E
D B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
S U
B M
IT
T E
D B
Y
T
M
IC
H U
D A
R S
T O
D D
A R
D
C
C L
O U
A T
R E
R S
T O
D D
A R
D
J U
L Y
W1-05 LTB
wv
W1-01 wv
WI-03
W1-06
W1-07
W1-02
W1-01
W1-09 LBB
W1-08
S
MW
wv
MW
20" OAK
S wv
MW
E
S
S 1
310'
309'
308'308'
309'
310'
311'
312'
313'
312'
311'
310'
309'
309'
310'
309'
310' 310'
0'
1'
2'
3'
' 3 ' 3 ' 3 ' 3 '3 '3
309' 310' 311'
312' 313'
312'
311'
4'
C-003
N D G
R A
D
IN
G P
L A
N
1%
1%
SEE SHEETS C-010 THROUGH C-015 FOR POND GRADING SECTIONS.1.
NOTES:
POND GRADING
SCALE: 1" = 30' 30' 60'0
NORTH
PLAN
A3
/1
/2
/0
/2
A D
D E
N D
U M
A D
D E
N D
U M
C-018
E2
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
W
W
W
W
W
W
SANITARY MANHOLE
RIM ELEV.=282.50
1) 8" STEEL INV.=275.60
2) 8" STEEL INV.=275.60
DRAINAGE STRUCTURE
RIM ELEV.=286.65
NOTE: FULL OF WATER
CO
SANITARY MANHOLE
RIM ELEV.=308.67
1) 8" STEEL INV.=303.17
2) 8" STEEL INV.=302.67
BOL
BOL
CONTROL BASELINE 1
N: 932800.06
E: 638538.41
ELEV.=312.17
SANITARY MANHOLE
RIM ELEV.=316.39
1) 8" STEEL INV.=309.49
2) 8" STEEL INV.=309.49
SANITARY MANHOLE
RIM ELEV.=333.59
1) 8" STEEL INV.=329.79
2) 8" STEEL INV.=327.19
x
ELEV=277.61'
WIER
ELEV=272.64'
WIER
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
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
INV=273.20'
18" STEEL PIPE
LIMITS OF WORK
EXISTING ROCK OUTCROP
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
FOR DETAILS
SEE SHEET C-008
GRASS LINED SWALE
HDPE UNDERDRAIN (80 L.F.)
PROPOSED 10" PERFORATED
SHOWN FOR CLARITY
RIP RAP NOT
RIP RAP LIMITS.
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
MINIMUM SLOPE
PROVIDE 0.4%
LIMITS OF SWALE
LIMITS OF SWALE
LIMITS OF SWALE
CONSTRUCTION
DURING
VALVE
PROTECT
REMAIN.
VALVE TO
EXISTING
SEE SHEET C-002
STRUCTURE TO BE REMOVED.
EXISTING POND OUTFALL
BORE
INSTALLED BY DIRECTIONAL
APPROVED EQUAL (125 L.F.)
OUTLET PIPE.12" HDPE OR
PROPOSED UNDERDRAIN
INSTALL CUTOFF WALL BELOW PER DETAIL
PROVIDE NYS STANDARD DETAIL 603 HEADWALL.
PIPE OUTLET. INVERT ELEV. 290.00
SHEET C-002)
TO BE ABANDONED IN PLACE. (SEE
EXSTING POND DRAWDOWN PIPE
BOTTOM. SEE DETAIL 2 ON SHEET C-008
BOTTOM ACROSS OUTLET SWALE
LINED WITH RIP RAP. EXTEND RIP RAP
ALL SLOPES STEEPER THAN 3:1 SHALL BE
SURFACE PROFILE OF THE RIP RAP.
ROCK SURFACE WILL MATCH THE DOWNSTREAM
RIP RAP WILL NOT BE PLACED ON TOP OF ROCK.
DEPTH OF ROCK REMOVAL IS APPROXIMATELY 4'.
AREA OF ROCK REMOVAL.
310'
309'
308'308'
309'
310'
311'
312'
' 3 ' 3 ' 3 ' 3 '3 '3
W1-05 LTB
wv
W1-01 wv
WI-03
W1-06
W1-07
W1-02
W1-01
W1-09 LBB
S
W1-08
S
MW
wv
MW
S wv
S 1
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
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 D
E S
IG
N E
D B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
S U
B M
IT
T E
D B
Y
T
M
IC
H U
D A
R S
T O
D D
A R
D
C
C L
O U
A T
R E
R S
T O
D D
A R
D
J U
L Y
C-004
NORTH
PLAN
SCALE: 1" = 20'
STORMWATER PLAN
20' 40'0
MATCHLINE - SEE SHEET C-005
.5
S T
O R
M W
A T
E R P
L A
N S
H E
E T O
F
292.00
CONNECTION TO PROPOSED UNDERDRAINS AND OUTLET PIPE AT INVERT
604). PROVIDE 2' OF SUMP PER NYSDOT STANDARD DETAIL. PROVIDE
PROVIDE NYSDOT TYPE-F DRAINAGE STRUCTURE (NYSDOT STANDARD 1.
NOTES:
A3
/1
/2
/0
A D
D E
N D
U M
A D
D E
N D
U M
C-016
B2
C-016
B4
C-016
B8
C-016
E2
C-019
B1
C-017
A1
GRASS
GRASS
SLIDE
D E
L A
F
IE
L D R
O A
D
STOP
5 2 x
WALL (TYP)
RETAINING
CONCRETE
WALL (TYP)
RETAINING
ROCK OUTCROP (TYP)
INV=325.87'
18" HDPE
LIMITS OF WORK
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
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
EL. 309.20'
E: 638507.96 N: 932640.83
.4% SLOPE
GRASS LINED SWALE
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
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 D
E S
IG
N E
D B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
S U
B M
IT
T E
D B
Y
T
M
IC
H U
D A
R S
T O
D D
A R
D
C
C L
O U
A T
R E
R S
T O
D D
A R
D
J U
L Y
20" OAK
MW
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
20' 40'0
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
STORMWATER PLAN
SCALE: 1" = 20'
NORTH
PLAN
A3
/1
/2
A D
D E
N D
U M
C-017
A4
C-017
A7
C-017
E1
EXISTING GROUND
EL. 306'
24" STONE DRAINAGE LAYER
COMPACTED FILL
6" TOP SOIL LAYER
SAND LAYER
6" COMPACTED
2' OF POND
OVEREXCAVATE BOTTOM
GRADE
PROPOSED
FILTER FABRIC
GEOTEXTILE
SEE CROSS SECTIONS ON SHEETS C-010 THROUGH C-015
GRADE FOR INSTALLATION OF DRAINAGE LAYER.
COMPACTED FILL (IF REQUIRED) TO RAISE
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
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 D
E S
IG
N E
D B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
S U
B M
IT
T E
D B
Y
T
M
IC
H U
D A
R S
T O
D D
A R
D
C
C L
O U
A T
R E
R S
T O
D D
A R
D
J U
L Y
100H:1V
6H :1V
20' 40'0 10' 20'0A3
POND PROFILE AT BASELINE
SCALE: 1" = 20'H : 1" = 10'V
P O
N D P
R O
F
IL
E
C-006
/1
/2
/0
/2
A D
D E
N D
U M
A D
D N
E D
U M
.S
T O
D D
A R
D
COMPACTED FILL
24" STONE DRAINAGE LAYER
6" TOP SOIL LAYER
EL. VARIES
EL. VARIES
GRADE
PROPOSED
SAND LAYER
6" COMPACTED
2' OF POND
OVEREXCAVATE BOTTOM
FILTER FABRIC
GEOTEXTILE
TO REMAIN
EXISTING DAM
REMAIN
SLAB TO
CONCRETE
EXISTING
EXISTING GROUND
ARE ON C-008
TYPICAL DETAILS
CROSS SECTIONS
SHEET C-017 FOR
SWALE. SEE
GRASS LINEDON C-008
TYPICAL DETAILS ARE
CROSS SECTION
SEE SHEET C-017 FOR
GRASS LINED SWALE.
C-010 THROUGH C-015.
SEE CROSS SECTION ON SHEETS
OF DRAINAGE LAYER.
TO RAISE GRADE FOR INSTALLATION
COMPACTED FILL (IF REQUIRED)
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
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 D
E S
IG
N E
D B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
S U
B M
IT
T E
D B
Y
T
M
IC
H U
D A
R S
T O
D D
A R
D
C
C L
O U
A T
R E
R S
T O
D D
A R
D
J U
L Y
C-007
N D S
E C
T
IO
TYPICAL POND SECTION (DELAFIELD POND C/L)
SCALE: N.T.S.
B2
/1
/2
/0
/2
A D
D E
N D
U M
A D
D E
N D
U M x
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
24" OF RIP-RAP
FILTER FABRIC
GEOTEXTILE
6" TOP SOIL LAYER
3'-0"
V A
R
IE
S
6'-0"
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
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 D
E S
IG
N E
D B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
S U
B M
IT
T E
D B
Y
T
M
IC
H U
D A
R S
T O
D D
A R
D
C
C L
O U
A T
R E
R S
T O
D D
A R
D
J U
L Y
1.5
1.5
EL. SEE PLAN
SCALE: NTSC-003
SCALE: NTSC-004
2 TYPICAL RIP-RAP LINED SWALE
TYPICAL GRASS LINED SWALE
SEE PLAN
EL. VARIES
C-008
O R
M W
A T
E R D
E T
A
IL
S
SEE PLAN
EL. VARIES
x
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
UNDERDRAIN PIPE
10" PERFORATED HDPE
16'
PLUNGER ROD (TYP.)
9"
" 18"
#9 GA. DIAMOND MESH
CATCH BLOCK (TYP.)
HINGE (TYP.)
BOTTOM GATE
WITH TURNBUCKLES
3/8" TRUSS RODS
' PLACEMENT LIMITS
INTO THE SOIL AT
SHALL BE ANCHORED 12''
LOWER GEOTEXTILE
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
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
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 D
E S
IG
N E
D B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
S U
B M
IT
T E
D B
Y
T
M
IC
H U
D A
R S
T O
D D
A R
D
C
C L
O U
A T
R E
R S
T O
D D
A R
D
J U
L Y
C-009
SCALE: NTS
M
IS
C E
L L
A N
E O
U S D
E T
A
IL
MISCELLANEOUS DETAILS
16'
PROPOSED ACCESS RAMP
GEOTEXTILE FILTER FABRIC
12" OF AGGREGATE OVER
PROPOSED GRADE
COMPACTED FILL
EXISTING GRADE
EXISTING GRADE
100 1257525 50 1500-150 -50 -25-75-125 -100
100 1257525 50 1500-150 -50 -25-75-125 -100
D E
S C
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IP
T
IO
N M
A R
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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
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
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D S F
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IC
IT
A T
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N N
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C O
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R A
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A B
C D
A M S
A F
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T A
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A R
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L D P
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N
IN
G D
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D D
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N
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J U
L Y
C-010
POND SECTION STA. 10+00
POND SECTION STA. 10+50
P O
N D S
E C
T
IO
N S S
T A S
T A
10' 20'0
10' 20'0
SCALE: 1" = 20'H : 1" = 10'V
SCALE: 1" = 20'H : 1" = 10'V
B3
E3
/1
/2
A D
D E
N D
U M
PROPOSED ACCESS RAMP
16'
COMPACTED FILL
PROPOSED GRADE
EXISTING GRADE
GRASS LINED SWALE
6" TOP SOIL LAYERPROPOSED GRADEEXISTING GRADE
COMPACTED FILL
FABRIC FILTER
GEOTEXTILE
24" STONE DRAINAGE LAYER
BOTTOM 2' OF POND
OVEREXCAVATE
GEOTEXTILE FILTER FABRIC
12" OF AGGREGATE OVER
SEE C-008
GRASS LINED SWALE
6" COMPACTED SAND LAYER
100 1257525 50 1500-150 -50 -25-75-125 -100
100 1257525 50 1500-150 -50 -25-75-125 -100
D E
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IP
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IO
N M
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K
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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
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
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IC
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N N
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C D
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A F
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N
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J U
L Y
C-011
POND SECTION STA. 11+00
POND SECTION STA. 11+50
P O
N D S
E C
T
IO
N S S
T A S
T A
SCALE: 1" = 20'H : 1" = 10'V
SCALE: 1" = 20'H : 1" = 10'V 10' 20'0
10' 20'0
B3
E3
/1
/2
/0
/2
A D
D E
N D
U M
A D
D E
N D
U M
24" STONE DRAINAGE LAYER
COMPACTED FILL
EXISTING GRADE 6" TOP SOIL LAYER
PROPOSED GRADE
GRASS LINED SWALE
PROPOSED GRADE
6" TOP SOIL LAYER
EXISTING GRADE
BOTTOM 2' OF POND
OVEREXCAVATE
COMPACTED FILL
24" STONE DRAINAGE LAYER
BOTTOM 2' OF POND
OVEREXCAVATE
SAND LAYER
6" COMPACT
FABRIC FILTER
GEOTEXTILE
FABRIC FILTER
GEOTEXTILE
SEE C-008
GRASS LINED SWALE
SEE C-008
GRASS LINED SWALE
6" COMPACTED SAND LAYER
100 1257525 50 1500-150 -50 -25-75-125 -100
100 1257525 50 1500-150 -50 -25-75-125 -100
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
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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
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C-012
POND SECTION STA. 12+00
POND SECTION STA. 12+50
P O
N D S
E C
T
IO
N S S
T A S
T A
SCALE: 1" = 20'H : 1" = 10'V
SCALE: 1" = 20'H : 1" = 10'V
B3
E3
10' 20'0
10' 20'0
/1
/2
A D
D E
N D
U M
/0
/2
A D
D E
N D
U M
GRASS LINED SWALE
PROPOSED GRADE
6" TOP SOIL LAYER
EXISTING GRADE
COMPACTED FILL
24" STONE DRAINAGE LAYER COMPACTED FILL
BOTTOM 2' OF POND
OVEREXCAVATE
SAND LAYER
6" COMPACT
24" STONE DRAINAGE LAYER
COMPACTED FILL
SAND LAYER
6" COMPACT
GRASS LINED SWALE
PROPOSED GRADE6" TOP SOIL LAYER
EXISTING GRADE
COMPACTED FILL
BOTTOM 2' OF POND
OVEREXCAVATE
FABRIC FILTER
GEOTEXTILE
FABRIC FILTER
GEOTEXTILE
SEE C-008
GRASS LINED SWALE
SEE C-008
GRASS LINED SWALE
100 1257525 50 1500-150 -50 -25-75-125 -100
100 1257525 50 1500-150 -50 -25-75-125 -100
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
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K
N E
W Y
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K
N E
W Y
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K D
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T R
D S F
S O
L
IC
IT
A T
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N N
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A F
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T A
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S A
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A R
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F
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L D P
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D D
A M D
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S
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N
IN
G D
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IG
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D B
Y
D R
A W
N B
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C H
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K E
D B
Y
S U
B M
IT
T E
D B
Y
R S
T O
D D
A R
D
R S
T O
D D
A R
D
N
K A
N U
A L
O V
E
J U
L Y
C-013
POND SECTION STA. 13+00
POND SECTION STA. 13+50
P O
N D S
E C
T
IO
N S S
T A S
T A
E3
B3
SCALE: 1" = 20'H : 1" = 10'V
SCALE: 1" = 20'H : 1" = 10'V
10' 20'0
10' 20'0
/1
/2
A D
D E
N D
U M
CHANNEL RIP RAP
PROPOSED OUTFALL
PROPOSED GRADE6" TOP SOIL LAYER
24" STONE DRAINAGE LAYER
FABRIC FILTER
GEOTEXTILE
BOTTOM 2' OF POND
OVEREXCAVATE
EXISTING GRADE
EXISTING GRADE
SAND LAYER
6" COMPACTED
100 1257525 50 1500-150 -50 -25-75-125 -100
100 1257525 50 1500-150 -50 -25-75-125 -100
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
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K
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W Y
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K D
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D S F
S O
L
IC
IT
A T
IO
N N
O
W
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N T
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C T N
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A B
C D
A M S
A F
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A N
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A N
C H
C O
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T A
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S A
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A R
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W E
S T P
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T N
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F
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L D P
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D D
A M D
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IS
S
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N
IN
G D
E S
IG
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D B
Y
D R
A W
N B
Y
C H
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K E
D B
Y
S U
B M
IT
T E
D B
Y
R S
T O
D D
A R
D
R S
T O
D D
A R
D
N
K A
N U
A L
O V
E
J U
L Y
C-014
POND SECTION STA. 14+00
POND SECTION STA. 14+50
P O
N D S
E C
T
IO
N S S
T A S
T A
SCALE: 1" = 20'H : 1" = 10'V
B3
SCALE: 1" = 20'H : 1" = 10'V
E3 10' 20'0
10' 20'0
/1
/2
/0
/2
A D
D E
N D
U M
A D
D E
N D
U M
EXISTING GRADE
100 1257525 50 150
-150 -50 -25-75-125 -100
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
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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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K
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W Y
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K
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K D
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D S F
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IC
IT
A T
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N N
O
W
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R A
C T N
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A B
C D
A M S
A F
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V
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C H
C O
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IT
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T A
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S A
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A R
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IS
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W E
S T P
O
IN
T N
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O
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F
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L D P
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D D
A M D
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IS
S
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N
IN
G D
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IG
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D B
Y
D R
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C H
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K E
D B
Y
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IT
T E
D B
Y
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T O
D D
A R
D
R S
T O
D D
A R
D
N
K A
N U
A L
O V
E
J U
L Y
C-015
POND SECTION STA. 14+94
P O
N D S
E C
T
IO
N S S
T A
SCALE: 1" = 20'H : 1" = 10'V
D3 10' 20'0
/1
/2
A D
D E
N D
U M
GRADE
EXISTING
DEPTH TO BE FIELD VERIFIED
EXISTING RETAINING WALL
SEE DETAIL 2-C-008
PROPOSED SWALE
SEE DETAIL 2-C-008
PROPOSE SWALE
SEE DETAIL 2-C-008
PROPOSED SWALE
OUTFALL
PROPOSED RIPRAP
EL. 305.5'
EL. 306'
EXISTING STAIRS
LOCATION OF
GRADE
EXISTING
-25-50
0 25
295 295
-50
-25
25 50
-50 50-25
-50 50-25
B2
B4
B8
E2
SECTION
SCALE: 1" =20'H : 1" = 10'V
SECTION
SCALE: 1" =20'H : 1" = 10'V
SECTION
SCALE: 1" =20'H : 1" = 10'V
SECTION
SCALE: 1" =20'H : 1" = 10'V
D E
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
E
SHEET ID
A
B
C
D
E
F
G
1 98765432
®of Engineers
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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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N N
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T A
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F
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L D P
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D D
A M D
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IS
S
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N
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G D
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IG
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D B
Y
D R
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N B
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C H
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D B
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D B
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D D
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D D
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N
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J U
L Y
C-016
U
T F
A L L S
E C
T
IO
N S
/1
/2
A D
D E
N D
U M
3'
3'
3'
2" OF POND
BOTTOM
OVEREXCAVATE
LAYER
6" TOP SOIL
PROPOSED GRADE
PROPOSED SWALE
EL. 308.5
EXISTING GRADE
2" OF POND
BOTTOM
OVEREXCAVATE
PROPOSED SWALE
PROPOSED GRADE
LAYER
6" TOP SOIL
EXISTING GRADE
PROPOSED GRADE
6" TOP SOIL LAYER
EXISTING GRADE
PROPOSED SWALE
2" OF POND
BOTTOM
OVEREXCAVATE
2" OF POND
BOTTOM
OVEREXCAVATE
EXISTING GRADE
PROPOSED GRADE
LAYER
6" TOP SOIL
PROPOSED SWALE
EL. 313
3'
-50 50-25
-25-50
0 25
-25-50 500 25
-50 50-25 25
A1
A4
A7
E1
SCALE: 1" = 20'H ; 1" = 5'V
SECTION SECTION
SCALE: 1" = 20'H ; 1" = 5'V
SECTION
SCALE: 1" = 20'H ; 1" = 5'V
SECTION
SCALE: 1" = 20'H ; 1" = 5'V
0 5' 10'20' 40'0 0 5' 10'20' 40'0 0 5' 10'20' 40'0
0 5' 10'20' 40'0
D E
S C
R
IP
T
IO
N M
A R
K
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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
E
F
G
1 98765432
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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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K
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D S F
S O
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IC
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A T
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N N
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A M S
A F
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C H
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T A
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S A
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A R
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S T P
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T N
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L A
F
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L D P
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D D
A M D
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IS
S
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N
IN
G D
E S
IG
N E
D B
Y
D R
A W
N B
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C H
E C
K E
D B
Y
S U
B M
IT
T E
D B
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D D
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D D
A R
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N
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A L
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J U
L Y
C-017
A L E S
E C
T
IO
N S
/1
/2
/1
/2
A D
D E
N D
U M
22'
16'
PROPOSED ACCESS RAMP
AND 6'' COMPACTED SAND
BETWEEN 12'' AGGREGATE
GEOTEXTILE FILTER FABRIC
PROPOSED GRADE
EXISTING GRADE
COMPACTED FILL
6" COMPACTED SAND
12" AGGREGATE
COMPACTED FILL AND COMPACTED 6" SAND
GEOTEXTILE FILTER FABRIC BETWEEN
COMPACTED FILL
-50 -25-100 -75 250 7550 100
D E
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
E
F
G
1 98765432
®of Engineers
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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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D S F
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N N
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A B
C D
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C-018
E2
ACCESS RAMP SECTION
10' 20'0SCALE: 1" = 10'H : 1" = 5'V 0 5' 10'
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A D
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U M
SAND LAYER
6" COMPACTED
FABRIC FILTER.
GEOTEXTILE
LAYER
24" STONE DRAINAGE
PIPE (80 L.F.)
UNDERDRAIN
PERFORATED
PROPOSED 10"
PROPOSED GRADE
BOTTOM 2' OF POND
OVER-EXCAVATE
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
INVERT EL. 292
OUTLET PIPE (125 L.F.)
UNDERDRAIN
PROPOSED 12" HDPE
PER DETAIL
603. INSTALL CUTOFF WALL BELOW
PROVIDE NYSDOT STANDARD DETAIL
PIPE OUTLET INVERT EL. 290'
TOP EL. 309.0
OUTLET STRUCTURE
PROPOSED UNDERDRAIN
EXISTING GRADE
-100 -75
-50 -25
0 25 50 75 100 125 150 175
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1 98765432
®of Engineers
US Army Corps
U .S
A R
M Y C
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C-019
B1 10' 20'0SCALE: 1" = 10'H : 1" = 5'V 0 5' 10'
R
A
IN
A G
E P
IP
E O
U T F
A L L S
E C
T
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DRAINAGE PIPE OUTFALL SECTION
/1
/2
/1
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/0
/2
A D
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N D
U M
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D E
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U M
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
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IT
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C
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SIDEWALK
CONNER LOOP TRAIL
W
W
W
W
W
W
SANITARY MANHOLE
RIM ELEV.=282.50
1) 8" STEEL INV.=275.60
2) 8" STEEL INV.=275.60
DRAINAGE STRUCTURE
RIM ELEV.=286.65
NOTE: FULL OF WATER
CO
SANITARY MANHOLE
RIM ELEV.=308.67
1) 8" STEEL INV.=303.17
2) 8" STEEL INV.=302.67
BOL
BOL
CONTROL BASELINE 1
N: 932800.06
E: 638538.41
ELEV.=312.17
SANITARY MANHOLE
RIM ELEV.=316.39
1) 8" STEEL INV.=309.49
2) 8" STEEL INV.=309.49
SANITARY MANHOLE
RIM ELEV.=333.59
1) 8" STEEL INV.=329.79
2) 8" STEEL INV.=327.19
x
ELEV=277.61'
WIER
ELEV=272.64'
WIER
TRANSFORMER
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
INV=273.20'
18" STEEL PIPE
(SEE NOTE 2)
20 L.F. SILT FENCE
(SEE NOTE 2)
140 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
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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
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IN
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R S
A N
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wv
W1-01 wv
WI-03
W1-06
W1-07
W1-02
W1-01
W1-09 LBB
S
W1-08
S
MW
wv
MW
S wv
S
310'
309'
308'308'
309'
310'
311'
312'
' 3 ' 3 ' 3 ' 3 '3 '3
C-020
NORTH
PLAN
20' 40'0
S T
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THE CHANNEL TO ELEVATION 312'.
FULL BOTTOM WIDTH AND EXTENDING 5' ABOVE THE INVERT OF
PROVIDE SILT FENCE ACROSS OUTFALL CHANNEL ACROSS THE 3.
SILT FENCE LOCATIONS.
STANDARD DETAIL 209-01. PROVIDE WIRE MESH SUPPORT AT ALL
CONSTRUCTION ENTRANCES. FOR SILT FENCE, REFER TO NYSDOT
FOR CONSTRUCTION ENTRANCE REFER TO NYSDOT DETAIL 209-05, 2.
CONSTRUCTION OF THE DRAINAGE STRUCTURE IS COMPLETE.
AND REMOVE ALL SEDIMENT FROM THE OUTFALL PIPE BEFORE
IN THE EVENT OF AN OVERFLOW INTO THE STRUCTURE.. CLEAN
HAVE BEEN FULLY CONSTRUCTED IN ORDER TO FILTER SEDIMENT
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 1.
NOTES:
A1
SCALE: 1" = 20'
/1
/2
/0
/2
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IN
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IN
ALUM. COVER PLATE
THICK DIAMOND PATTERN
DIAMETER MEASURED 4.5' ABOVE GRADE"
TRUNK FOR EVERY 1" OF TRUNK
EXTENDING OUT 1' FROM THE TREE'S
WHICH IS A CIRCULAR AREA
AT THE CRITICAL ROOT ZONE,
PLACE THE PROTECTION FENCE
8' INTERVALS
REQUIRED. SPACE POSTS ON
ORANGE SAFETY FENCING IS
WOOD OR METAL POST.
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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
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SIGN
A1
TREE CONSERVATION DETAIL
SCALE: N.T.S.
OF THE FENCED-IN AREA. SIGNS MAY NOT BE POSTED ON THE TREES. SEE SIGN DETAIL.
OUTSIDE THE TREE CONSERVATION AREA SHALL BE DESIGNATED WITH "TREE CONSERVATION AREA" SIGNS POSTED VISIBLY ON THE 5.
TREE PROTECTION FENCE MAY NOT BE REMOVED WITHOUT APPROVAL OF THE URBAN FORESTER OR HIS DESIGNEE.4.
NO GRADING, TRENCHING, FILLING OR STORING OF MATERIALS IS TO OCCUR IN THE TREE PROTECTION AREA.3.
MUST BE INSPECTED BY THE URBAN FORESTER OR HIS DESIGNEE.
ALL TREE PROTECTION DEVICES MUST BE INSTALLED PRIOR TO LAND DISTURBANCE. INCLUDING THE CUTTING OF ANY TREES, AND 2.
SEE PLANS FOR LOCATION OF ALL TREE PROTECTION FENCES.1.
:NOTES
C-021
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File details come from the government source that posted it. Updated .