SSSI Area E_Amendment 7_Rev. Plans.pdf
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- Solicitation number
- W912DS24B0002
About this file
This document appears to be a set of detailed construction plans and specifications for a federal contract opportunity. The plans depict the construction of various erosion control measures, temporary fencing, and drainage structures as part of the South Shore of Staten Island, Area E, Hurricane Sandy Coastal Storm Risk Management Project in New York. The related federal contract opportunity is a solicitation for the construction of this project, designated as Solicitation Number W912DS24B0002. The solicitation is for a Firm-Fixed Price construction contract anticipated to be issued in early to mid-December 2023 with bids due approximately 30 days later. The construction contract has an estimated value between $100 million to $175 million and a period of performance of 1,279 calendar days. The project scope includes construction of large interior drainage ponds, box culverts, junction chambers, sluice gates, weir chambers, flap gates, and relocation of existing sanitary sewers. The contract will be solicited on an unrestricted basis and the North American Industry Classification System code is 237990 - Other Heavy and Civil Engineering Construction.
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TEMPORARY WOODEN TREE GUARD
8' -0
2'
-0
VARIES
LENGTH VARIES
2"X4"
2"X4"X8' WOOD POST
EXISTING TREE
NOT TO SCALE
EQ
MIN.
7'-6"
EQ
EQ.
VARIES
KE
Y
IN
2" M
IN
12" MIN
3' MIN O
VERLAP
BETWEEN ROLLS
KE
Y
IN
2" M
IN
12" MIN
LONGITUDINAL
OVERLAP
KE
Y
IN
2" M
IN
NOTES:
1. BEGIN AT TOP OF SLOPE AND/OR UPSTREAM AND ANCHOR FIBER MATTING IN A
12 INCH DEEP INITIAL ANCHOR TRENCH. BACKFILL TRENCH AND TAMP EARTH
FIRMLY.
2. UNROLL FIBER MATTING DOWNSLOPE IN THE DIRECTION OF WATER FLOW.
3. OVERLAP EDGES OF ADJACENT PARALLEL ROLLS A MINIMUM 12 INCHES AND
ANCHOR AT 12 INCHES O.C.
4. WHEN MATTING MUST BE SPLICED, PLACE END OVER END (SHINGLE STYLE)
WITH 12 INCH OVERLAP AND ANCHOR USING TWO STAGGERED ROWS OF
STAPLES AT 6 INCHES O.C.
5. LAY MATTING LOOSELY AND ANCHOR SUFFICIENTLY TO MAINTAIN DIRECT
CONTACT WITH THE SOIL. DO NOT STRETCH.
6. FOR SLOPES 2:1 AND STEEPER, USE A MINIMUM 3 STAPLES PER SQUARE YARD
AND FOR SLOPES FLATTER THAN 2:1, USE A MINIMUM OF 2 STAPLES PER
SQUARE YARD.
7. ANCHOR, FILL, AND COMPACT END OF MATTING IN A 12X6 INCH TERMINAL
ANCHOR TRENCH (MIRROR IMAGE OF EXISTING TRENCH).
EROSION CONTROL MATTING (ECM) & COIR FIBER MATTING
VARIES
18" 12"
EROSION CONTROL
MATTING
KEY IN EROSION CONTROL MATTING
FOR A DEPTH OF 1'
PER MANUFACTURER'S RECOMMENDATIONS
SECURE EROSION CONTROL
MATTINGWITH 18" WIRE STAPLES
TOE OF SLOPE
NOT TO SCALE
CONSTRUCTION LIMIT FENCE
NOT TO SCALE
8' MIN. LENGTH FENCE
BELOW EXISTING GRADE
POSTS, DRIVEN MIN 2'
GRADE
6' MAX C. TO C.
= 4' MIN
HEIGHT OF
WELDED WIRE
NOTES:
HIGH VISIBILITY
POLYETHYLENE FABRIC
1. CONTRACTING OFFICER CAN REQUIRE 3' MIN DRIVEN
DEPTH AT NO ADDITIONAL COST TO THE GOVERNMENT.
2. REFER TO SPECIFICATION 01 50 00 ON MATERIALS AND
METHODS OF FENCE.
PLAN VIEW
WELDING
ELEVATION
TEMPORARY FENCE
FABRIC
WOVEN WIRE
2"X2"X9 GA
POSTS 2 7/8" OD
MAXIMUM SPACING;
POSTS @ 10'
TIES 1'-2" OC (MAX)
1 5/8" O.D.
2"
FENCE POST
EXPANSION
8' -0
" M
IN
A
A
BARRIER SHALL BE
STANDARD
WITH NYDOT
IN ACCORDANCE
SHEET 619-01DRAINAGE POCKET
(TYP) SEE NOTE 2 SEE NOTE 1
NOT TO SCALE
TOP RAIL
ANCHORS
SECTION A-ANOTES:
1. ALL TEMPORARY CONCRETE BARRIERS TO BE PINNED TO PAVEMENT OR GROUND IN ACCORDANCE WITH SPECIFICATION 01 50 00 - TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS AND NYSDOT STANDARD SPECIFICATION SECTION 619-3.12. CHAIN LINK FENCE SHALL BE SUPPORTED WITH TIE WIRES. HORIZONTAL POLES ARE PROHIBITED. NYSDOT REFERENCES SHALL ONLY BE USED FOR THE
CONCRETE BARRIER MATERIAL, FOR THE REMAINING MATERIALS REFER TO THE CONTRACT
SPECIFICATIONS.
2. CONTRACTOR SHALL INSPECT DRAINAGE POCKETS WEEKLY TO REMOVE ANY DEBRIS OR SEDIMENT
BUILD UP WITHIN BARRIERS DRAINAGE POCKETS.
3. CONTRACTOR SHALL ADJUST EXISTING GRADE ALONG ALIGNMENT OF BARRIER SUCH THAT THE
BARRIER LAYS FLAT AND UNOBSTRUCTED.
4. CONTRACTOR SHALL CONNECT EXISTING CHAIN LINK FENCE TO BARRIER.
FENCE POST; FOR
SPACING SEE SECTION
7 GA TENSION
WIRE
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NOTES:
1. WELDED WIRE FENCE TO BE FASTENED SECURELY TO FENCE
POSTS WITH WIRE TIES. POSTS SHALL BE STEEL, EITHER 'T' OR 'U'
TYPE OR 2 INCH SQUARE HARDWOOD.
2. FILTER FABRIC TO BE FASTENED SECURELY TO WELDED WIRE
FENCE WITH TIES SPACED EVERY 12 INCHES AT TOP AND MID
SECTION FILTER FABRIC SHALL BE NO MORE THAN 18-INCHES
ABOVE GRADE.
3. WHEN TWO SECTIONS OF FILTER FABRIC ADJOIN EACH OTHER,
THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED.
4. MAINTENANCE SHALL BE PERFORMED REGULARLY AND MATERIAL
REMOVED WHEN BULGES OR HOLES DEVELOP IN THE SILT FENCE,
OR AS REQUIRED BY THE CONTRACTING OFFICER.
5. MAXIMUM ALLOWABLE SLOPE LENGTHS CONTRIBUTING RUNOFF
TO A SILT FENCE ARE:
SLOPE STEEPNESS MAXIMUM SLOPE LENGTH (FT)
>2:1 20
2:1 TO 3:1 40
3:1 TO 5:1 60
5:1 TO 10:1 100
0:1 TO 50:1 125
<50:1 300
6' MAX C TO C POSTS, DRIVEN MIN 18"
WELDED WIRE FENCE
FILTER FABRIC
BELOW EXISTING GRADE
HEIGHT OF
= 18" MIN
6" MIN
5' MIN FENCE
PROFILE
BACKFILLED AND
COMPACTED
SEDIMENT LADEN
RUNOFF
20" MIN
DOWNSLOPE
FILTERED RUNOFF
EMBED FILTER FABRIC INTO
5' MIN FENCE POST
EXCAVATED SOIL
CROSS SECTION
16" MIN.
UPSLOPE
GRADE
6"
FILTER FABRIC
18" MIN
WELDED WIRE
FENCE (NO 14
GAUGE WIRE, 4"
MESH SPACING)
WITH FILTER
FABRIC OVER
36" MIN
SILT FENCE DETAIL
NOT TO SCALE
TRENCH (6" MIN)
AM
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SLOPE STABILIZATION MAT
N.T.S.
MIN 3:1
2" OF SAND
3" OF TOPSOIL AND
VEGETATION AND INSTALL
EROSION CONTROL MAT
COMPACTED EARTH
BERM
SLOPE STABILIZATION
MAT 6" DEPTH WITH
GRAVEL INFILL
#4 REBAR ANCHORED
MINIMUM 18" IN GROUND
SLOPE STABILIZATION MAT
6" DEPTH WITH
COMPACTED SOIL
3" GRAVEL
10' OR AS SHOWN ON DRAWINGS
VARIES
NOTES:
FOR THE ROAD SURFACE-
1. COMPACT THE SUBGRADE SOIL TO A MINIMUM 98% STANDARD
PROCTOR.
2. PROVIDE A GEOTEXTILE LAYER AND 2-INCH DEEP SAND BED.
3. INSTALL THE 6-INCH DEEP SLOPE STABILIZATION MAT. PLACE THE
INFILL GRAVEL 2-INCHES ABOVE THE CELL WALLS AND COMPACT
TO A MINIMUM 95% STANDARD PROCTOR.
4. INSTALL THE TOP GRAVEL LAYER. FOR THE EARTH BERM AND
SIDES:
A. COMPACT THE SUBGRADE SOIL TO A MINIMUM 98% STANDARD
PROCTOR.
B. PROVIDE A GEOTEXTILE LAYER. INSTALL THE 6-INCH DEEP SLOPE
STABILIZATION MAT. AND ANCHOR WITH REBAR.
C. APPLY A 3-INCH LAYER OF TOPSOIL AND EROSION CONTROL
MATTING. PLANT VEGETATION ACCORDING TO LANDSCAPING
PLAN.
GRAVEL BERM WITH
EARTH BERM WITH
SLOPE STABILIZATION
MAT
MIN. 3:1 SLOPE
6" MIN
6"
VARIES
VARIES
VARIES
VARIES
COMPACTED EARTH BERM
3" OF TOPSOIL AND
VEGETATION AND INSTALL
EROSION CONTROL MAT
#4 REBAR ANCHORED
MINIMUM 18" IN GROUND
SLOPE STABILIZATION MAT
6" DEPTH WITH
COMPACTED SOIL
FLOW DIR POND E
SLOPE
MIN 9" THICK CONCRETE,
SEE CIVIL GRADING
PROFILES AND CROSS
SECTIONS
RENO
MATTRESS,
SEE DETAIL
ON C501
MIN 1' DEPTH,
SEE CIVIL
GRADING
DRAWINGS
GEOTEXTILE FABRIC
INTAKE SUMP,
D50 = 9" MIN.
SLOPE
STABILIZATION MAT
6" DEPTH WITH
COMPACTED SOIL
SCOUR HOLE,
SEE DETAIL ON
C506
FLAP GATE, SEE
DETAIL ON C508
DRAIN
PIPE
2 X D50
MIN.
N.T.S.
ACCESS WAY WITH CONCRETE PAVERS DETAIL
PAVER BLOCK PLAN
3 1/8"
15 3/4"
23 5/8"CRUSHED
12" MIN.
PAVERS
LATTICE
VOID FILLER
MAX. SLOPE
18" MIN.
AS SHOWN ON SITE PLAN
CLEAN STONE
FILL CUT
EXIST. GRADE
1 NOTES:
1. SLOPE ROAD AS SHOWN ON PLANS.
MAX. SLOPE
6" WIDE x 22" DEEP
CONCRETE CURB
2. CRUSHED CLEAN STONE SHALL BE 1/2"-1" SIZE.
3. COMPACT SUBGRADE.
4. ALL CONCRETE AND PAVERS
SHALL BE "EARTH-TONE BROWN"
COLOR.
STONE(TYP.)
TWO LAYERS
FILTER CLOTH
TWO LAYERS
FILTER CLOTH
1/4" EXPANSION
JOINT
2" SAND BED
EXISTING GRADE
N.T.S.
SEE NOTE 3
LAYER OF CRUSHED CLEAN STONE,
AS SHOWN ON SITE PLAN
MAX. SLOPE
FILTER CLOTHCUTFILL
MAX SLOPE
GRAVEL ACCESS WAY
NOTES:
1. WHEN PLACING GRAVEL, ELIMINATE LOW POINTS WITHIN THE ROAD TO PREVENT
PONDING.
2. SLOPE ROAD AS SHOWN ON PLANS
3. 12" MIN LAYER OF CRUSHED CLEAN STONE SHALL BE PLACED FOR
THE MAINTENANCE ACCESS WAY AND A 6" MIN. LAYER OF CRUSHED CLEAN STONE
SHALL BE PLACED FOR THE GRAVEL ACCESS PATH.
4. CRUSHED CLEAN STONE LAYER SHALL CONSIST OF 1/2" TO 1" STONE.
FLUSH MORTARED JOINT INSTALLATION DETAIL
1. ALL STONES UTILIZED IN THE CONSTRUCTION OF THE MORTARED STONE WALL SHALL BE QUARTZITIC SANDSTONE, COMMONLY KNOWN AS PENNSYLVANIA COLONIAL FIELD STONES. STONE FINISH SHALL BE
WEATHERED SMOOTH.
2. ALL STONES SHALL GENERALLY HAVE A MINIMUM LENGTH OF ONE (1) FOOT-SIX (6) INCHES AND A MINIMUM HEIGHT OF SIX (6) INCHES. B. ALL STONES SHALL GENERALLY HAVE A MAXIMUM LENGTH OF THREE (3) FEET-ZERO (0) INCHES AND A MAXIMUM HEIGHT OF TWELVE (12) INCHES. STONE WIDTHS SHALL GENERALLY BE NO MORE THAN TWELVE (12) INCHES, AND SHALL GENERALLY CONFORM TO THE WIDTH OF
THE STONE LEDGE PROVIDED.
3. THE WALL AND ALL STONES WITHIN IT SHALL FOLLOW A LEVEL SURFACE WHICH SHALL BE AT ALL POINTS PERPENDICULAR TO THE DIRECTION OF GRAVITY. BOTH FRONT AND BACK FACES SHALL BE PLUMB.
4. STONES SHALL BE LAID IN CEMENT MORTAR SO AS TO FORM FULL BED, END AND SIDE JOINTS AT ONE OPERATION. STONES SHALL BE LAID WITH FLAT SIDE DOWN, AND BEST SIDE FACING OUTWARD. THOSE
STONES WITH BEST FACE ON ALL SIDES SHALL BE USED FOR THE TOP COURSE AS WALL CAP.
5. ASSORTED PENNSYLVANIA COLONIAL FIELD STONE SHALL BE LAID ON ALL VISIBLE WALL SURFACES. NO JOINT SHALL EXCEED 2" WITH THE AVERAGE JOINT WIDTH 1", RAKED 1" AND CLEANED. STONES SHALL BE LAID TOGETHER TIGHTLY IN A HORIZONTAL BANDING PATTERN UTILIZING THE "1-OVER-2 AND 2-OVER-1"
METHOD.
6. ALL EXPOSED SURFACES OF ALL STONE AND MORTAR UTILIZED IN THE CONSTRUCTION OF THE MORTARED STONE WALL AND ALL BOULDER GROUPINGS SHALL BE COATED WITH AN APPROVED GRAFFITI REPELLENT PRODUCT. TIME, METHOD, AND RATE OF APPLICATION SHALL BE APPROVED PRIOR TO
APPLICATION ON-SITE.
NOTES:
FACE ELEVATION
N.T.S.
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8-
6"
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FH
FHW
ALL
9"
5"
5"
12"
10"7"8"7"
W
W
W
C B
GRTG = 5.73
CLF
STOP
C
LF
C
LF
CO CO
CO
10.9''
4.7''
5.3''
8" 2001 DIP WATER
12" 1994 D
IP W
ATER
S R = 5.99
W S
R = 6.08
S
R
6.
C B
GRTG = 5.38
C B
GRTG = 5.66
S
CO CO
CO
S R = 6.21
7.0
7.
5.0
5.5
6.0
6.
7.
7.0
SAN SAN SAN SAN SAN SAN SAN SAN
SAN
SAN
SAN
FH
C B
S
S
S
S
11''
11'' 14''
8''
4"
4" 6"4"
4"4"
5"
4/DOUBLE"
10/FALLEN"
8"
4"
8"
30" 8"
15"
14"
14"
9"
10/FALLEN"
12"
S
R = 4.96
5.
2.0
3.0
4.
5.
3.
5.
0 6.0
C B
U
U
U
U U
6"
2"
9"
13"
3"
E
130000
6.25
ONLYONLY
ONLYBUS
E
CLF
CLF
CLF
CLF
C
LF
C
LF
CLF
CLF
CLF
C
LF
C
LF
CB
GRTG = 5.83
6.3''
3.5''
S R = 7.58
S R = 7.74
S R = 7.35
C B
C
C B
GRTG = 5.56
R = 6.61
S R = 7.82
S R = 7.44
CB
GRTG = 6.65
CB
GRTG = 6.97
CB
GRTG = 5.65
S R = 8.72
W W
S R = 6.27
S R = 8.39
W
S R = 6.35
C
CB
FH
D
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
11.2
10.5
8.4
9.7
7.7
9.4
11.0
8.6
8.4
10.2
8.7
11.2
8.8
8.9
16.4
11.5
15.9
16.8
6.5
6.6
7.3
6.6
5.1
2.3
9.7
7.5
9.2
8.1
8.2
7.3
7.3
6.96.4
6.3
5.8
6.7
8.1
8.4
5.2
6.7
6.2
11.8
12.7
11.6
6.2
5.7
10.0
9.8
9.7
11.8
10.7
9.1
10.3
9.4
9.7
10.4
9.0
9.4
8.9
9.2
8.6
2.5
2.3
4.4
2.5
4.3
7.9
3.2
3.2
7.8
8.9
5.9
9.5
5.7
7.3
7.8
8.6
9.8
6.4
9.4
3.7
14.3
14.7
14.4
4.7
13.1
5.4
4.4
4.8
5.5
6.8
6.7
4.5
4.1
4.6
4.8
6.7
7.2
5.3
4.6
5.3
6.3
6.4
7.6
5.1
4.8
7.15.6
3.1
9.8 9.4
9.4
14.5
6.7
8.2
5.9
7.3
5.8
7.2
5.8
3.8
6.5
6.2
8.5
11.0
7.7
8.4
10.1
7.3
7.4
5.7
5.6
8.2
7.3
4.8
4.7
7.6
11.4
9.3
5.3
7.5
5.2
7.0 7.54.1
4.4
8.6
8.4
7.1
6.8
5.9
6.4
4.5
5.9
4.6
8.4
7.4
7.9
8.37.2
9.3
4.8
9.1
6.3
4.5
8.4
6.
4.9
6.2
4.8
12.1
10.1
7.9
11.4
9.6
7.1
4.3
4.9
6.5
5.9
6.7
9.9
10.5
6.2
4.3
4.5
5.3
4.
5.5
3.7
3.6
6.3
3.5
8.2
8.6
5.0
5.9
9.8
6.5
5.2
6.83.3
8.5
5.4
11.2
7.2
5.6
4.7
5.9
9.2
4.5
14.5
15.8
10.5
14.9
15.7
10.7
12.5
7.8
10.5
7.7
2.7
16.6
17.3
15.6
18.1
11.0
4.3 4.2
5.3
2.6
3.7
9.3
8.3
13.5
11.5 16.3
W
ALL
WALL
WALLS
W
AL
L
W
AL
L
W
AL
L
WALL
W
ALL
W
ALL
W
ALL
W
ALL
WALL
W
ALL
WALL
W
ALL
W
ALLS
W
ALL
8.7
8.7
15.3
12.1
14.6
15.1
4.5
5.3
6.4
5.3
9.7
8.2
5.7 7.3
5.4
5.9
5.8
6.3
7.9
7.6
5.7
7.8
9.7
11.3
12.6
11.7
9.8
7.9
7.1
6.1
5.4
5.6
11.6
11.4
7.2
5.8
3.3
12.9
5.8
8.4
5.7
4.9
9.8
9.2
4.7
5.1
7.4
8.4
7.4
6.6
7.9
8.3
7.6
7.5
5.8
3.6
2.3
7.4
7.6
11.4
3.4
3.9
3.6
4.3
2.5
3.1
1.9
2.3
3.6
2.8
2.9
4.0
2.5 2.7
3.7
4.3
2.9
2.9
4.0
4.3
4.5
2.8
5.3
9.7
9.6
5.1
7.0
3.7
4.5
3.5
3.1
5.0
4.8
4.8
3.1
9.5
7.4
7.4
8.3
8.2
11.5
6.3
6.7
4.3
8.3
8.1
8.5
12.2
2.6
3.3
1.9
11.6
12.2
2.1
2.7
2.7 3.2
1.9
3.2
2.5
2.5
13.4
11.7
5.1
9.8
3.6
3.4
7.7
9.9
13.4
8.7
11.8
12.19.4
8.5
11.3 9.1
7.4
7.8 6.3
9.9
10.6
9.2 15.0
13.7
13.1 10.4
10.3
11.9
11.0
10.1
9.5
-0.6
14.5
9.4
11.6
11.4
14.1
13.5
14.5
10.1
11.1
12.7
10.0
2.9
3.2
W
ALL
W
ALLS
WALL
WALL
WALL
W
ALL
W
ALL
W
ALLW
ALL
W
ALL
W
ALL
W
ALL
W
ALL
W
ALLS
W
ALL
W
ALL
W
ALL
W
ALL
W
ALL
WALL
3.8
8.1
3.4
5.4
7.4
9.7
6.3
9.2
6.2
6.2
7.0
7.2
3.1
3.1
7.3
8.2
8.5
3.2
9.1
8.0
7.
6.9
6.
7.3
1.9
2.3
6.5
7.7
5.5
7.1
7.0
7.0
6.2
6.4
8.
3.0
2.9
7.27.6
6.7
6.9
W
ALL
WALLS
W
ALL
WALL
U
U
U
UUU
U
UU
U
U
U
U
U
U U
U
U
U
U
UU
U
U
U
U U
U
U
W
W
W
STOP
W
W
W
W
W
STOP
W
STOP
W
W
W
W
W
STOP
E
ONLYONLY
ONLYBUS E
CO
CO
CO
MATRIX NEW
W
ORLD ENGINEERING, P.C., SHALL HAVE NO RESPONSIBILITY FOR OR LIABILITY IN CONNECTION W
ITH
THEIR UNAUTHORIZED USE IN ANY MANNER. DOCUMENTS IN MACHINE-READABLE FORM MAY VARY FROM THE HARD
COPIES OF THOSE DOCUMENTS FOR MANY REASONS INCLUDING, BUT NOT LIMITED TO, DEFECTS OR VARIATIONS IN
HARDW
ARE OR SOFTW
ARE, AND/OR INTENTIONAL OR UNINTENTIONAL ALTERATION OF DESIGN INFORMATION BY
THE RECIPIENT. ACCORDINGLY, MATRIX NEW
W
ORLD ENGINEERING, P.C., MAKES NO W
ARRANTIES, GUARANTEES
OR REPRESENTATIONS, EXPRESS OR IMPLIED W
ITH REGARD TO THE ACCURACY, RELIABILITY, SUITABILITY OR
FITNESS OF THE MACHINE-READABLE INFORMATION. THE HARD COPY OF THE DESIGN DOCUMENT IN MATRIX NEW
W ORLD ENGINEERING, P.C.'S POSSESSION SHALL BE CONSIDERED THE DEFINITIVE VERSION OF THE DOCUMENT.
1.70 1.90
1.60
1.50
1.80
1.40
1.30
1.20
1.10
3.10
3.90
3.80
3.70
3.60
3.50
3.40
3.30 3.20
4.10
2.40
3.20
FH
FH
D
D
D
D
D
D
D
C B
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
C B
CB
FH
CB
FH
D
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
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N
B Y:
D
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IG
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B
Y:
C O
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TR
AC
T
N O
SO
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AT
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N N
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SU
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AT
E:
SI
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M
AR
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D
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C R
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TI
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D
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SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
SE
VE
N
TH
A
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N U
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SCALE: 1" = 20'
PLAN - FATHER CAPODANNO BLVDA1
PLAN
NORTH
20' 40'0SCALE: 1" = 20'
PLAN - VULCAN STJ13
PLAN
NORTH
20' 40'0SCALE: 1" = 20'
PLAN - QUINCY AVENUEJ1
PLAN
NORTH
20' 40'0
QUINCY AVE
SA
N
D L
AN
E
W
2D S2
2B
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EN
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LA
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IN
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R
D R
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CP103
KEY PLAN
RESTORE TREE PLANTER TO
EXISTING CONDITIONS (TYP)
NOTES:
1. PAVEMENT CORES SHOULD BE
TAKEN PRIOR TO EXCAVATION IN
ORDER TO MATCH EXISTING
CONDITIONS UPON REPAVING.
2. ASPHALT GRADE TO MATCH
EXISTING GRADE UNLESS
INDICATED OTHERWISE.
3. ALL PAVEMENT, CURB AND
SIDEWALK RESTORATION SHALL
BE IN CONFORMANCE WITH
NYCDOT STANDARD DETAILS OF
CONSTRUCTION AND HIGHWAY
SPECIFICATIONS. CONTRACTOR
SHALL PROVIDE SHOP DRAWINGS
FOR ALL REQUIRED MATERIALS
FOR APPROVAL BY THE
CONTRACTING OFFICER PRIOR TO
INSTALLATION.
4. SIGNAGE AND STRIPING TO MATCH
EXISTING CONDITIONS UNLESS
OTHERWISE NOTED, AND MUST
CONFORM TO NYC DOT
STANDARDS. CONFORMANCE TO
UPDATED NYC DOT STANDARDS
SHOULD TAKE PRECEDENT OVER
MATCHING EXISTING CONDITIONS.
5. CONTRACTOR TO NOTE AND
DIMENSION EXISTING PAVERS,
SUBMIT FINDINGS TO ENGINEER
AND REPLACE PAVERS MATERIAL
AND ALIGNMENT IN PLACE.
PROTECT ADJACENT AREAS AND
RECONSTRUCT DAMAGES THAT
OCCURRED DURING
CONSTRUCTION.
SA
N
D L
AN
E
FR CAPODANNO BLVD
RESTORE TO EXISTING
(SEE NOTE 5)
RESTORE EXISTING ADA
PEDESTRIAN RAMP
(SEE NYCDOT DWG #H-1011-2)
FULL DEPTH ASPHALT PAVEMENT
(SEE DETAIL ON DWG C506)
CONCRETE SIDEWALK
(SEE NYCDOT DWG #H-1045)
FULL DEPTH ASPHALT PAVEMENT
(SEE DETAIL ON DWG C506)
FULL DEPTH ASPHALT PAVEMENT
(SEE DETAIL ON DWG C506)
ACCESSWAY WITH
CONCRETE PAVERS
(SEE DETAIL ON DWG C504)
CONCRETE SIDEWALK
(SEE NYCDOT DWG #H-1045)
CONCRETE CURB
(SEE NYCDOT DWG #H-1044)
ACCESSWAY WITH CONCRETE PAVERS
(SEE DETAIL ON DWG C504)
ACCESSWAY WITH GRAVEL (TYP)
(SEE DETAIL ON DWG C504)
LIMIT OF MILLING AND OVERLAY
(SEE TOP COURSE DETAIL ON DWG C506)
CONCRETE CURB
(SEE NYCDOT DWG #H-1044)
BOLLARD (TYP)
(SEE DETAIL ON DWG C505)
ACCESSWAY WITH GRAVEL (TYP)
(SEE DETAIL ON DWG C504)
LIMIT OF MILLING AND OVERLAY
(SEE TOP COURSE DETAIL
ON DWG C506)
LIMIT OF MILLING AND OVERLAY
(SEE TOP COURSE DETAIL ON DWG C506)
ACCESSWAY WITH CONCRETE PAVERS
(SEE DETAIL ON DWG C504)
RESTORE GRASS STRIP TO
EXISTING CONDITIONS
STANDARD DROP CURB
(SEE NYCDOT DWG #H-1035
PROTECT MONUMENT
DURING CONSTRUCTION
RESTORE EXISTING ADA
PEDESTRIAN RAMP
(SEE NYCDOT DWG #H-1011-2)
CONCRETE SIDEWALK
(SEE NYCDOT DWG #H-1045)
RESTORE BUS STOP PAD
(SEE NYCDOT DWG #H-1005A) 4
AM
EN
D
M
EN
T
- R
EV
IS
IO
N
FE
B
RESTORE EXISTING GRANITE
BLOCK CROSSWALK
(SEE DETAIL ON DWG C506)
AM
EN
D
M
EN
T
- R
EV
IS
IO
N
M
AR
AM
EN
D
M
EN
T
- R
EV
IS
IO
N
M
AR
9.4 8.8
8.9
11.5
15.8
2"
5"
4"
8/DOUBLE"
6" 4"
5"3"3" 3" 3" 4"
12"
3"
4"
4"
6"4"
6" 4"
4"
4/TRIPLE"
6/DOUBLE"
7"
3" 6"4"
3"7"2"
7" 9"
4" 3" 12"
8" 7"10"
6"
3" 10"
5"
3"3"
3" 4" 5"
6"
6"3"
12"
10" 2"
12"
8"
8" 12"
2"
GRTG =
8.5
8.9
9.13
9.0
9.
9.
9.5
9.6 9.9
9.7
9.7
9.7
9.6
8.7
10.0
9.6
9.6
9.6
9.7
10.1
11.5
14.9
12.9 13.6
14.0
11.3
9.6
11.2
13.3
12.7
14.2
10.4
.5
9.8
14.1
9.26
9.6
9.7
9.9
9.6
9.5
9.4 9.5
9.4
9.8
9.8
9.9
9.89.6
9.3
9.6
9.5
9.4
9.9
8.7
9.6 9.7
8.6
9.5
9.6
9.8 9.4
9.5
9.2
10.1 9.7
9.2
8.9
9.1
9.1
11.8
11.7
13.2
12.0
12.0 11.7
10.9
11.3 12.8
13.2
13.7
13.7 12.8
12.2 11.4
11.1
7.5
.4'
.4'
7.5
8''
9.1
9.5
CB
GRTG =
8.5
S
R = 9.23 S
R = 9.14
S
R = 9.02
S
R = 9.22
I = -5.3
SAN
SAN
SDI =
-4
.9
I = -1.1
I = -1.2
I = -0
.7I = -5.3
I = -5.4
I = -5.4
TOB = 4.6
CIRC 2001 RCP 24"
FT 2001 RC 108"X60"
E
E
E
SAN
SAN
SAN
MH SHOWN PER AS-BUILT REF.
MH SHOWN PER AS BUILT SEWER REF.
PER AS BUILT SEWER REF
TWIN 9-0'W X 5'-6"H RCBC
S
S
0+00
1+00 1+30
3.5 97.
.013
.0
-0 .6
9.
0 6.0
4.
.0
8.0 6.0
3.
.0
-1 .0
3.0
3.5
5.
7.
8.
3.0
2.0
1.0
-2 .0
-1 .00.
1.
-0.6
10.0
4" 4"
10"
8"
6"
12" 12"
10"
4"
12"
7"
10"
8.
8.
8.
7.8 7.8
7.5 6.9
7.1
6.
85 6.9
7.1
7.
7.
7.9 7.8
8.
5.9
6.3
6.8 7.4
7.1
6.6 6.2
6.
6.1
4.0 -1
.4 -1
.8 -1
.5
-1 .8
-1.7
-1.8
-1.6
-1.5
-1 .6 -1
.0
0.
1.0
0.0 -0.6
-0.8 -1.7
-1.1
-1 .3
-1.3 -1.3
-1.4
-0.30.4
-0.1
-0 .3
2.2 3.4
7.
6.67.0
8.1
7.2
8.0
7.3
7.9
7.57.7 9.3
7.8 7.5
7.7
7.9
7.8 7.7
8.4
8.6
8.2
8.47.9
8.2
-1.0
-1 .2
-0.9
-0.2
0.5
-0.70.6
0.6
2.5
6.
7.
7.
7.
6.
6.44
6.4
6.5
5.7
4.4
4.8
5.66.3
3.0
0.3
2.8
11.1''
BO
T = -2.5
BO
T = -2.1
I = -1.37
PER
D
EP R
EF (APPR
O X)
C
IR
C 1974 R
C P 30"
SANSANSAN
APPROX. PER AS-BUILT REF
CIRC 1937 RCP 27"
BO
T = -2.1
S
APPROX. MH SHOWN
PER AS-BUILT REF.
NOT FOUND ON SITE
I = -6.2
I = -6.4
I = -6.9
I = -6.4
54" PIPE
3.
3.
3.7
3.6
3.
CALCED I =
-2.3
CALCED I =
-2.4
0+00
1+00 1+50
S
-4.0
9.0
6.
6.0 4.0
5.0 7.0
8.0
-3.0 -4.0
-5.0
-10
-5
-10
-5
-0+10 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+30
JU
N
C
TI
O N
C H
AM
BE
R N
O . 1
ST
A:
+2
8.
R
IM
: 9 .9
IN
V.
IN
1.
(E
X.
'-6 "W
X
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F .T
.R .C
N
W
IN
V.
O U
T:
.2
(5 '-6
"W X
'-0
"H F
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IN
V.
O U
T:
-1
.2
(E X.
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SE
IN
V.
IN
1.
(B U
LK
H
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D
F O
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FU
TU
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-6 "W
X
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F .T
.R .C
N
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IN
V.
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T:
-1
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(B U
LK
H
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D
F O
R
FU
TU
R
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'-0 "W
X
'-6 "H
F .T
.R .C
SE
-10
-5
-10
-5
-0+10 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+50
JU
N
C
TI
O N
C H
AM
BE
R N
O . 2
ST
A:
+7
1.
R
IM
: 8 .3
IN
V.
IN
0.
(8
'-0 "W
X
'-9 "H
F.
T.
R .C
. S
TM
. S W
R
N E)
IN
V.
IN
1.
(E X.
'-0
"W X
'-6
"H F.
T.
R
.C . D
B
ST
M . S
W R
N
W
IN
V.
IN
1.
(E X.
'-6
" X
'-6 "H
F.
T.
R .C
. S
TM
. S W
R
N W
IN
V.
O
U T:
-2 .0
(E
X.
'-0 "W
X
'-0 "H
F.
T.
R .C
. D B
ST
M
. S W
R
SE
IN
V.
O U
T:
-2
.0
(B U
LK
H
EA
D
F O
R
FU
TU
R
E 9'
-6 "W
X
'-0 "H
F .T
.R .C
. S
TM
. S W
R
SE
10''
10''
22''
16''
7''
8''
7''
14''
8''
6''
18''
10''
20''
14''
8''
20''
6'' 6''
14''
18''
9''
14''
14''
10''
14''
12''
10''
6''
18''
11''
11''
14''
11''
8''
6''
12''
6''
10''
12''
10''
12''
8''
18''
10''
12'' 30''
6''
10''
10'' 8''
7''
6''
10''
12'' 19''
13''
18''
12''
10''
8''
12''
10''
10''
30'' 16''
6''
14''
12'' 12'' 6''
14''
8''
4''
14''
6''
7''
8''
14''
10''
8''
14''
8'' 10''
28''
10''
48''
32''
24''
22'' 26''
30''
22''
10''
8''
10''
6''
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
11.2
10.5
8.4
9.7
7.7
9.4
11.0
8.6
8.4
10.2
8.7
11.2
8.8
8.9
16.4
11.5
15.9
16.8
6.
6.6
7.3
6.6
5.1
2.3
9.7
7.5
9.2
8.1
8.2
7.3
7.3
6.96.4
6.3
5.8
6.7
8.1
8.4
5.2
6.7
6.2
11.8
12.7
11.6
6.2
5.7
10.0
9.8
9.7
11.8
10.7
9.1
10.3
9.4
9.7
10.4
9.0
9.4
8.9
9.2
8.6
2.5
2.3
4.4
2.5
4.3
7.9
3.2
3.2
7.8
8.9
5.9
9.5
5.7
7.3
7.8
8.6
9.8
6.4
9.4
3.7
14.3
14.7
14.4
4.7
13.1
5.4
4.4
4.8
5.5
6.8
6.7
4.5
4.1
4.6
4.8
6.7
7.2
5.3
4.6
5.3
6.3
6.4
7.6
5.1
4.8
7.15.6
3.1
9.8 9.4
9.4
14.5
6.7
8.2
5.9
7.3
5.8
7.2
5.8
3.8
6.5
6.2
8.5
11.0
7.7
8.4
10.1
7.3
7.4
5.7
5.6
8.2
7.3
4.8
4.7
7.6
11.4
9.3
5.3
7.5
5.2
7.0 7.54.1
4.4
8.6
8.4
7.1
6.8
5.9
6.4
4.5
5.9
4.6
8.4
7.4
7.9
8.37.2
9.3
4.8
9.1
6.3
4.5
8.4
6.4
4.9
6.2
4.8
12.1
10.1
7.9
11.4
9.6
7.1
4.3
4.9
6.
5.9
6.7
9.9
10.5
6.2
4.3
4.5
5.3
4.
5.5
3.7
3.6
6.3
3.5
8.2
8.6
5.0
5.9
9.8
6.5
5.2
6.83.3
8.5
5.4
11.2
7.2
5.6
4.7
5.9
9.2
4.5
14.5
15.8
10.5
14.9
15.7
10.7
12.5
7.8
10.5
7.7
2.7
16.6
17.3
15.6
18.1
11.0
4.3 4.2
5.3
2.6
3.7
9.3
8.3
13.5
11.5 16.3
W
ALL
WALL
WALLS
W
AL
L
W
AL
L
W
AL
L
WALL
W
ALL
W
ALL
W
ALL
W
ALL
WALL
W
ALL
WALL
W
ALL
W
ALLS
W
ALL
8.7
8.7
15.3
12.1
14.6
15.1
4.5
5.3
6.4
5.3
9.7
8.2
5.7
7.3
5.4
5.9
5.8
6.3
7.9
7.6
5.7
7.8
9.7
11.3
12.6
11.7
9.8
7.9
7.1
6.1
5.4
5.6
11.6
11.4
7.2
5.8
3.3
12.9
5.8
8.4
5.7
4.9
9.8
9.2
4.7
5.1
7.4
8.4
7.4
6.6
7.9
8.3
7.6
7.5
5.8
3.6
2.3
7.4
7.6
11.4
3.43.9
3.6
4.3
2.5
3.1
1.9
2.3
3.6
2.8
2.9
4.0
2.5 2.7
3.7
4.3
2.9
2.9
4.0
4.3
4.5
2.8
5.3
9.7
9.6
5.1
7.0
3.7
4.5
3.5
3.1
5.0
4.8
4.8
3.1
9.5
7.4
7.4
8.3
8.2
11.5
6.3
6.7
4.3
8.3
8.1
8.5
12.2
2.6
3.3
1.9
11.6
12.2
2.1
2.7
2.7 3.2
1.9
3.2
2.5
2.5
13.4
11.7
5.1
9.8
3.6
3.4
7.7
9.9
13.4
8.7
11.8
12.19.4
8.5
11.3 9.1
7.4
7.8 6.3
9.9
10.6
9.2 15.0
13.7
13.1 10.4
10.3
11.9
11.0
10.1
9.5
-0.6
14.5
9.4
11.6
11.4
14.1
13.5
14.5
10.1
11.1
12.7
10.0
2.9
3.2
W
ALL
W
ALLS
WALL
WALL
WALL
W
ALL
W
ALL
W
ALLW
ALL
W
ALL
W
ALL
W
ALL
W
ALL
W
ALLS
W
ALL
W
ALL
W
ALL
W
ALL
W
ALL
WALL
3.8
8.1
3.4
5.4
7.4
9.7
6.3
9.2
6.2
6.2
7.0
7.2
3.1
3.1
7.3
8.2
8.5
3.2
9.1
8.0
7.
6.9
6.
7.3
1.9
2.3
6.5
7.7
5.5
7.1
7.0
7.0
6.2
6.4
8.
3.0
2.9
7.27.6
6.7
6.9
W
ALL
WALLS
W
ALL
WALL
U
U
U
UUU
U
UU
U
U
U
U
U
U U
U
U
U
U
UU
U
U
U
U U
U
U
13"
2"
5"
4"
8/DOUBLE"6"
4"
5"3"
3"
3"
3"
4"
12"
3"4"
4"
6"
4"
6"4"
4"4/TRIPLE"
6/DOUBLE"
7"
4"
4"
8"
8"
10"
12"
4"
4"
5"
4"
12"
11"
6"
6"
4"
8"
4"
6"
12"
12"
10"
4"
12"
7"
10"
2"2"3"
3"6"4"
3"7"2" 7"
6"
9"4"
3"
12"8"
7"
6"
3"
10" 5"
3"3"3"
4"
5"
6" 6"3"
12" 10"
2"
12"
8"
8"
12"
2" 2"
2"
3"
6"
15"
12"
4"
5"
10"
8"
6"
11"
10"
24/DEAD"
12"24"
20"
8"
18"
18"
20"
17"
18"
20"
14"
12/DEAD"
27"
6"4"
6"10/DOUBLE"8"
5/MULTI"
4/DOUBLE"
10/DOUBLE"
25/TRIPLE"
4"
4"
4"
4"
8"
12"8"
11"
4"
6"
6"8"
8"
5"
4"
4"
6"4"
4" 4"
5"
4/DOUBLE"
10/FALLEN"
8"
4"
8"
30"8"
15"
14"
9"
14"
9"
10/FALLEN"
12"
14"
8"
8"
6"
8" 8"15"
20"
8" TRIPLE
12"
15"
30"
40X30" TWIN
18"
12/8" TWIN
8"
6"
TREE DECIDUOUS
8"
7"
4"
8"
5"
9"
9"
9"
5"
5"
12"
10"
7"
8"
7"
6" 2"
9"
13"3"
18"
W
W
W
STOP
W
W
W
W
W
STOP
W
STOP
W
W
W
W
W
STOP
E
ONLYONLY
ONLYBUS E
CO
CO
CO
6.3'' 3.5'' 12'' 3.5'' 8'' 4.8''
7.2'' 12.5'' 11.3'' 18''
2''
14.4''
6.9''
14.5''
10.9''
4.7''
5.3''
22.8''
9.8''
24.7''
16''
7''
9.3''
9'' 10.6''
7.3''
12.4''
16.2''
17.5'' 14.7''
6.4''
6''
18.8''
17'' 12'' 10.5'' 9.5''
16.5''
6.7''
6.3''
7.5''
9.2''
13.2''
7.1''
15''
12.1''
37''
3''
24.5''
7.5''
13.4''
19'' 13.2''
11.4''
7.5''
9.2''
6.2''
7.7''
8.4'' 9.3''
7.3''
12.8''
11''
10''
14.6''
13.3''
12.3''
12.4''
6.2''
14.1''
12.1''
8.3''
17.1'' 23''
7.5''
6.9''
6.8''
13.2''
13.5''
8''
9.2''
9.3'' 11.4''
14.2''
6.8'' 10.8'' 14.8''
6.6''
6''
9.8'' 11.9''
11''
10.9''
25.1''
11.1''
12''
7''
13.7''
12.9''
8''
9.1'' 9.5''
9.5''
7.5''
11.7''
12.7''
7.5''
7.5''
6.7''
10.8''
11''
11.8''
11.1''
8''
8.1''
12.6''
8'' 6.5'' 8.3''
10.5''
28''
24''
8.7'' 6.6''
8.9''
21.7''
13.6''
16.5''
27''
10.1''
7.5''
27.6''
12.8''
44''
23.6''
9''
6.7''
12.5''
16.4''
19''
6.8''
6.5''
10.3''
7.1''
7.2''
12.1''
5''
14''
BLOCK 3417
BLOCK 3500
BLOCK
BLOCK 3407
BLOCK 3500
BLOCK 3500
BLOCK 3491 BLOCK 3491
BLOCK 3491
BLOCK 3491
BLOCK 3491
BLO
C
K 3406BLOCK 3408
BLOCK 3416
BLOCK 3415
BLOCK 3413
BLOCK 3427
BLOCK 3427
BLOCK 3413
BLOCK 3413
BLOCK 3414
BLOCK 3414
BLOCK 3414
BLOCK 3410
BLOCK 3410
BLOCK 3405
BLOCK 3405
BLOCK 3405
BLOCK 3404
BLOCK 3417
BLOCK 3417
BLOCK 3423
BLOCK 3418
BLOCK 3417
BLOCK 3422
B
LO
C K
B
LO
C K
BLOCK 3491
BLOCK 3491
BLOCK 3491
BLOCK 3407
BLOCK 3408
BLOCK 3491
BLOCK 3416
BLOCK 3416
B
LO
C K 3406
BLOCK 3500
BLOCK 3500
B
LO
C K
BLOCK 3491
BLOCK 3415
BLOCK 3414
BLOCK 3418
BLOCK 3423
BLOCK 3417
BLOCK 3422
BLOCK 3422
BLOCK 3422
BLOCK 3422
BLOCK 3422
BLOCK 3423
BLOCK 3417
BLOCK 3417
BLOCK 3415
BLOCK 3408
BLOCK 3415
BLOCK 3415
BLOCK 3415
BLOCK 3410
BLOCK 3405
BLOCK 3404
BLOCK 3404
BLOCK 3405
BLOCK 3407
BLOCK 3407
BLOCK 3491
BLOCK 3427
BLOCK 3427
CB
GRTG = 8.57
CB
GRTG = 8.44
S
R = 9.23
SR = 9.14
S
R = 9.02
S
R = 9.89
S
R = 10.37
S
R = 9.22
S
R = 11.17
W C
B
GRTG = 8.20
2-PE-60#-D
D
8-PE-6 W
C
-R
ET
8" 1997 D
IP
8" 1997 DIP
MATRIX NEW
W
ORLD ENGINEERING, P.C., SHALL HAVE NO RESPONSIBILITY FOR OR LIABILITY IN CONNECTION W
ITH
THEIR UNAUTHORIZED USE IN ANY MANNER. DOCUMENTS IN MACHINE-READABLE FORM MAY VARY FROM THE HARD
COPIES OF THOSE DOCUMENTS FOR MANY REASONS INCLUDING, BUT NOT LIMITED TO, DEFECTS OR VARIATIONS IN
HARDW
ARE OR SOFTW
ARE, AND/OR INTENTIONAL OR UNINTENTIONAL ALTERATION OF DESIGN INFORMATION BY
THE RECIPIENT. ACCORDINGLY, MATRIX NEW
W
ORLD ENGINEERING, P.C., MAKES NO W
ARRANTIES, GUARANTEES
OR REPRESENTATIONS, EXPRESS OR IMPLIED W
ITH REGARD TO THE ACCURACY, RELIABILITY, SUITABILITY OR
FITNESS OF THE MACHINE-READABLE INFORMATION. THE HARD COPY OF THE DESIGN DOCUMENT IN MATRIX NEW
W ORLD ENGINEERING, P.C.'S POSSESSION SHALL BE CONSIDERED THE DEFINITIVE VERSION OF THE DOCUMENT.
S
R = 10.97
S
S
S
S
S
R = 4.54
W
S
R = 5.12
S
R = 5.58
S
R = 5.15
S
R = 4.40
GAS M
ARKOUT
OHW
3-4/OAL,70'
2-PE-60#
6-PE-6 W
C-RET
6-PE-6 WC-RET
2-PE-60#
8" 1990 DIP
GAS MARKOUT
GAS MARKOUT
GAS MARKOUT
GAS MARKOUT
GAS MARKOUT
GAS MARKOUT
GAS MARKOUT
4-ST-6 WC-RET
FH
S
R = 4.28
S
R = 3.84
S
R = 4.75
G
AS M
AR
KO
U T
2-PE-60#
PER REF
PER REF
8" 0 CIP APPROX. AS PER DEP REF
8" 2016 D
IP
6-ST-6 W
C
-R
ET
4-ST-6 WC-RET
S
R = 4.96
S
R = 6.81
S
R = 6.52
W
S
R = 5.90
2-PE-60#
6-ST-6 W
C
-R
ET
RET-6-PE-6 WC-RET
2-PE-60#
RET-6-CI-6 W
C-RET
2-PE-60#
S
R = 5.45
S
R = 5.83
8" 2016 DIP
W
W
W
8" 1990 DIP
MH AS PER REF
8" 2016 D
IP
W
6-PE-6 WC-RET
G
AS M
AR
KO
U T
2-PE-60#
8" 1990 DIP
GAS M
ARKOUT
GAS MARKOUT
4-PE-6 W
C-RET
4-PE-6 WC-RET
2-PE-60#
6-PE-6 WC-RET
4-CI-6 W
C-RET
2" 1989 DIP APPROX
8" 1989 DIP
8" 1941 LCP
PRIVATE WATER MAIN
8" 1995 DIP
8" 2016 DIP
6-CI-6 W
C-RET
2-PE-60#
S
OHW
OHW
OHW
OHW
OHW
O H
W
O
O
OHW
O
OHW
FH
FH OHW
2-PE-60#
2-PE-60#
S
R = 5.77
S
R = 10.85
S
S
4-PE-6 W
C-RET
2-PE-60#
8" 2002 DIP
OHW
S
R = 5.06
S
R = 4.83
S
R = 5.25
S
R = 5.61
CB
GRTG = 3.74
S
R = 4.41
W
S
R = 8.75
S
R = 6.97
W
6-PE-6 WC-RET
4-PE-60#
4-CI-6 WC-RET
SI10440
4-PE-60#
4-CI-6 WC-RET
SI10441
4-PE-60#
8" 1928 CIP
S
T-34797
3-4/0AL,101'
3-4/0AL,111'
HW
OHW OHW
W
W
8" 2001 DIP
RET 6"MD LP
6-D
B-FS-M
D
-LP/011
6-DB-FS-MD-LP/011
1-2/0,92'
O H
W O
HW
HW
3-2 D
BC
,H D
P,66'
3-2 D
BC
,H D
P,45'
3-2 D
BC
,H D
P,36'
3-2 D
BC
,H D
P,32'
O H
W
O H
W
O H
W
O H
W O
HW
O H
W
O H
W
O H
W O H
W
O H
W
O H
W O
H
W OHW
3-2/0,1-4,113'
4-4/0AL,63'
4-4/0AL,93'
U P#36786
3-4/0AL,99'
UP#24099
UP#23110
3c4/0AL,68'
3-4/0AL,129'
75 A o DV422ECSP
U P#40073
U P#4113
1-2/0,108' 2-4,1-2/0,120'
12" 1940 LC
P W
ATER
16" 1962 LCP WATER
8" 2001 DIP WATER 12" 1994 DIP W
ATER
12" 1994 DIP W
ATER
6-DB-FS-MD-LP/011
C 1'6" PLATE
6-PE-6W
C
6-CI-6-PE-6W
C(RET)
12-ST-6 W
C
6-CI-6-PE-6W(RET)
6-C
I-6-PE-6W
(R
ET)
8PE-6 WC
8PE-6 WC
FH
ELEC
C
O N
D
IU
T
NOTE: NO SEW
ER RECORDS FOR THIS AREA
CB
GRTG = 6.85
FH
FH
ELEC CONDIUT
COMM CONDIUT
S
R = 5.99
W
S
R = 6.08
S
R = 6.11
CB
GRTG = 5.38
S
H
YD
R
AN
T
CO
CO
CO
8ST-6 WC-RET
8ST-6 WC-RET
8ST-6 WC-RET
8ST-6 W
C
-R
ET
8PE-6 W
C
8ST-6 WC-RET
8ST-6 WC-RET
8ST-6 WC-RET
12ST-6 W
C
S
R = 7.58
S
R = 7.74
S
R = 7.35
CB
C
C B S
S
R = 6.44
S
R = 6.40
S
R = 6.61
S
R = 7.82
S
R = 7.44
CB
GRTG = 6.65
CB
GRTG = 6.97
H
YD
R
AN
T
ELEC
BO
X
ELEC
BO
X
LIG
H
T
PO
LE
LIG
H
T
PO
LE
ELEC
BO
X
TR
AFFIC
LIG
H T
PO
LE
TR
AFFIC
LIG
H T
PO
LE
CB
GRTG = 5.65
UP#24164
S
R = 8.72
FHW
W
C B
GRTG = 5.60
S
R = 6.27
S
R = 6.84
S
R = 6.21
CB
GRTG = 5.90
S
R = 8.39
S
R = 8.65
O
HW O
H W
OHW
S W
123' DL 4W
FDNY
S
C
14' 4-W
FDNY
83' D L 4-W
FD
N
Y
12" WATER PER AS-BUILT
6" WATER
WATER
PER AS-BUILT
FH
FH
S
S
D
D
D
D
D
D
D
C B
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
C B
CB
FH
CB
FH
D
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
0+
1+
1+
1.70 1.90
1.60
1.50
1.80
1.40
1.30
1.20
1.10
3.10
3.90
3.80
3.70
3.60
3.50
3.40
3.30 3.20
4.10
2.40
3.20
C :\B
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H
AZ
EN
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US Army Corps of Engineers
U .S
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C O
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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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US Army Corps of Engineers
U .S
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8-
SCALE: 1" = 20'
PLAN - QUINTARD ST NORTHJ1
SCALE: 1" = 20'
PLAN - QUINTARD ST SOUTHJ10
PLAN
NORTH
20' 40'0
PLAN
NORTH
20' 40'0
SCALE: HORIZONTAL 1" = 20' VERTICAL 1" = 5'
PROFILE - QUINTARD ST NORTHA1
0 5' 10'20' 40'0 SCALE: HORIZONTAL 1" = 20' VERTICAL 1" = 5'
PROFILE - QUINTARD ST SOUTHA10
0 5' 10'20' 40'0
BOX SEWER NO. 1
5'-6"W x 3'-0"H F.T.R.C. STM. SWR.
SEE PROFILE BELOW AND DETAIL
ON DWG. S-104
HEADWALL NO. 1
WITH FLAP GATE
SEE DWG. S-101
JUNCTION CHAMBER NO. 1
SEE DWGS. S-102 AND S-103
WEIR CHAMBER NO. 1
SEE DWG. S-105
BOX SEWER NO. 2
8'-0"W x 4'-9"H F.T.R.C. STM. SWR.
SEE PROFILE BELOW AND DETAIL
ON DWG. S-104
JUNCTION CHAMBER NO. 2
WITH FLAP GATE
SEE DWGS. S-107 AND S-108
EXISTING GRADE
FINAL GRADE
HEADWALL NO. 1
SEE DWG. S-101
NOTES:
1. THE CONTRACTOR SHALL REFER
TO THE CP DRAWINGS FOR THE
LIMITS OF THE PAVEMENT
RESTORATION.
2. ALL ELEVATIONS SHOWN ON
THESE DRAWINGS REFER TO THE
NORTH AMERICAN VERTICAL
DATUM OF 1988 (NAVD88). TO
CONVERT THIS DATUM TO STATEN
ISLAND/NAVD88, SUBTRACT 2.092'
FEET FROM EACH ELEVATION.
INV. 1.14'
WEIR CHAMBER NO. 1
SEE DWG. S-105
EXISTING GRADE
FINAL GRADE
W
2D S2
2B
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D . S
H
EE
R
AN
J.
R
EY
N
O
LD
S
J.
R
IV
AS
E.
R
O
SE
N
BE
R G
PL
AN
A N
D P
R O
FI
LE
Q U
IN
TA
R D
S T
N O
R
TH
A N
D S
O U
TH
CU101
30" SAN. SWR.
INV. -6.74'
30" SAN. SWR.
SEE PROFILE ON DWG CU115
80'
SLOPE = 0.0008
46'
SLOPE = 0.0029
8'-0"W x 4'-9"H F.T.R.C.
STM. SWR. ON PILES
(SEE S-104 FOR
PILE SPACING AND TYPE)
EXISTING 9'-6"W x 5'-6"H
F.T.R.C. STM. SWR.
EXISTING DB 9'-0"W x 5'-6"H F.T.R.C. STM. SWR.
EXISTING DB 9'-0"W x
6'-0"H F.T.R.C. STM. SWR.
EXISTING 9'-6"W x 5'-6"H
F.T.R.C. STM. SWR.
EXISTING 27" SAN. SWR.
CMU BULKHEAD FOR FUTURE
11'-0"W x 5'-6"H F.T.R.C. STM. SWR.
SEE DWG. S-107
CMU BULKHEAD FOR FUTURE
9'-6"W x 6"-0"H F.T.R.C. STM. SWR.
CMU BULKHEAD FOR FUTURE
11'-0"W x 5'-6"H F.T.R.C.
STM. SWR.
CMU BULKHEAD
FOR FUTURE
8'-6"W x 5'-6"H F.T.R.C.
STM. SWR.
5'-6"W x 3'-0"H F.T.R.C.
STM. SWR. ON PILES
(SEE S-104 FOR
PILE SPACING AND TYPE)
KEY PLAN
PERMANENT
POOL
EL. -0.66
EXTENDED
DETENTION
EL. 3.59
4' -7
3' -3
8' -5
5' -5
EXISTING 24" R.C.P.
CLASS IV SAN. SWR.
24" SAN. SWR.
SEE DWG. CU118
24" SAN. SWR.
INV. -5.48'
5'-6"
CCTV 185 LF OF EXISTING
24" SAN. SWR. FROM
NEAREST U/S MH TO
NEAREST D/S MH
CCTV 390 LF OF EXISTING
6'-6"W x 5-6"W STM. SWR.
FROM NEAREST U/S MH TO
NEAREST D/S MH
CCTV 570 LF OF EXISTING
9'-0"W X 6'-0"H/9'-0"W X
5'-6"H DOUBLE BARELL
STM. SWRS. FROM
NEAREST U/S MH TO
NEAREST D/S MH
CCTV 65 LF OF EXISTING 27"
SAN. SWR. FROM NEAREST U/S
MH TO NEAREST D/S MH
CCTV 355 LF OF EXISTING 9'-6" x
5'-6" STM. SWR. FROM NEAREST
U/S MH TO NEAREST D/S MH
FOOTING
INV. -0.66'
CCTV 750 LF OF EXISTING
9'-0"W X 6'-0"H/9'-0"W X
5'-6"H DOUBLE BARREL
STM. SWRS. FROM
NEAREST U/S MH TO
NEAREST D/S MH
5'-6"W x 3'-0"H
FLAP GATE
8'-0"W x 4'-9"H
FLAP GATE
AM
EN
D
M
EN
T
- R
EV
IS
IO
N
FE
B
AM
EN
D
M
EN
T
- R
EV
IS
IO
N
M
AR
BLOCK 3500
BLOCK 3491
BLOCK 3491
BLOCK 3491
BLOCK 3491
BLOCK 3491
BLOCK 3500
B
LO
C K
BLOCK 3491
BLOCK 3491
6''
18''
10''
12'' 30''
6''
10''
10''
6''
15''
18''
7'' 9''
10''
8''
18''
16''
10''
11''
10''
8'' 10''
24''
12''
15''
15''
15''
7'' 12'' 12''
14''
12''
12''
2771 2773
2794 2795
292629292931
FH
FH
FH
9.4
10.4
9.4
8.9
9.2
2.5
4.3
7.9
3.2
3.2
7.8
9.8
9.8 9.2
5.1
7.4
8.4
7.4
7.9
8.3
7.6
7.5
5.8
3.6
2.3
7.4
7.6
11.4
3.4
3.9
3.6
4.3
2.5
3.1
1.9
2.3
4.3
9.7
9.6
5.1
7.0
3.7
W
ALL
W
ALL
W
ALLW
ALL
W
ALL
W
ALL
W
ALL
W
ALL
W
ALLS
W
ALL
W
ALL
U
U
U
U
UU
U
U
FR CAPODANNO BLVD
FR CAPODANNO BLVD
2.6
2.11.7
1.8
1.6 1.4
1.9
1.9
1.5
2.2
2.6
2.5
131415
2799 2801
1.9'' 12.5'' 11.3'' 18''
2''
BLOCK 3417
BLOCK 3500
BLOCK
BLOCK 3407
BLOCK 3500
BLOCK 3500
BLOCK 3491 BLOCK 3491
BLOCK 3491
BLOCK 3491
BLOCK 3491
BLO
C
K 3406BLOCK 3408
BLOCK 3416
BLOCK 3415
BLOCK 3413
BLOCK 3427
BLOCK 3427
BLOCK 3413
BLOCK 3413
BLOCK 3414
BLOCK 3414
BLOCK 3414
BLOCK 3410
BLOCK 3410
BLOCK 3405
BLOCK 3405
BLOCK 3405
BLOCK 3404
BLOCK 3417
BLOCK 3417
BLOCK 3423
BLOCK 3418
BLOCK 3417
BLOCK 3422
B
LO
C K
B
LO
C K
BLOCK 3491
BLOCK 3491
BLOCK 3491
BLOCK 3407
BLOCK 3408
BLOCK 3491
BLOCK 3416
BLOCK 3416
BLO
C
K 3406
BLOCK 3500
BLOCK 3500
B
LO
C K
BLOCK 3491
BLOCK 3415
BLOCK 3414
BLOCK 3418
BLOCK 3423
BLOCK 3417
BLOCK 3422
BLOCK 3422
BLOCK 3422
BLOCK 3422
BLOCK 3422
BLOCK 3423
BLOCK 3417
BLOCK 3417
BLOCK 3415
BLOCK 3408
BLOCK 3415
BLOCK 3415
BLOCK 3415
BLOCK 3410
BLOCK 3405
BLOCK 3404
BLOCK 3404
BLOCK 3405
BLOCK 3407
BLOCK 3407
BLOCK 3491
BLOCK 3427
BLOCK 3427
10''
10''
22''
16''
7''
8''
7''
14''
8''
6''
18''
10''
20''
14''
8''
20''
6'' 6''
14''
18''
9''
14''
14''
10''
14''
12''
10''
6''
18''
11''
11''
14''
11''
8''
6''
12''
6''
10''
12''
10''
12''
8''
18''
10''
12'' 30''
6''
10''
10'' 8''
7''
6''
10''
12'' 19''
13''
18''
12''
10''
8''
12''
10''
10''
30'' 16''
6''
14''
12'' 12'' 6''
14''
8''
4''
14''
6''
7''
8''
14''
10''
8''
14''
8'' 10''
28''
10''
48''
32''
24''
22'' 26''
30''
22''
10''
8''
10''
6''
18''
14''
12'' 10''
20''
7''
10''
6''
10''
10''
15''
19''
12''
18''
16''
8''
16''
7'' 8''
18''
10''
6''
6''
6''
10''
12''
8''
14''
11''
8''
7''
6''
9''
10''
8''
7''
18''
16''
10''
11''
9''
24''
14''
18''
10''
8'' 10''
9''
24''
8''
10''
18''
6''
11''
25''
12''
13''
12''
7''
18''
15''
12''
18''
18''
10''
16''
18''
14''
10''
10''
12''
8''
12''
8''
8''
10'' 14''
16''
6''
9''
8''
10''
30''
18''
10''
8'' 12''
22'' 18''
8''
6''
18''
7''
6''
7''
15''
8''
12''
9''
6''
12''
12''
12''
10''
16''
12'' 18''
12'' 8''
8'' 8''
12''
8''
8''
22''
8'' 8''
8''
15''
10''
15''
15''
7''
10''
8''
12''
8''
12''
6''
14''
12''
12''
6''
10''
6''
24''
12''
8''
18''
16''
36''
7'' 18'' 10'' 16''
16''
16''
16''
2794 2795
28312832
2886 2887
28952898
29142916
295529562958
929394
102 105
156 157
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
11.2
10.5
8.4
9.7
7.7
9.4
11.0
8.6
8.4
10.2
8.7
11.2
8.8
8.9
16.4
11.5
15.9
16.8
6.
6.6
7.3
6.6
5.1
2.3
9.7
7.5
9.2
8.1
8.2
7.3
7.3
6.96.4
6.3
5.8
6.7
8.1
8.4
5.2
6.7
6.2
11.8
12.7
11.6
6.2
5.7
10.0
9.8
9.7
11.8
10.7
9.1
10.3
9.4
9.7
10.4
9.0
9.4
8.9
9.2
8.6
2.5
2.3
4.4
2.5
4.3
7.9
3.2
3.2
7.8
8.9
5.9
9.5
5.7
7.3
7.8
8.6
9.8
6.4
9.4
3.7
14.3
14.7
14.4
4.7
13.1
5.4
4.4
4.8
5.5
6.8
6.7
4.5
4.1
4.6
4.8
6.7
7.2
5.3
4.6
5.3
6.3
6.4
7.6
5.1
4.8
7.15.6
3.1
9.8 9.4
9.4
14.5
6.7
8.2
5.9 7.3
5.8
7.2
5.8
3.8
6.5
6.2
8.5
11.0
7.7
8.4
10.1
7.3
7.4
5.7
5.6
8.2
7.3
4.8
4.7
7.6
11.4
9.3
5.3
7.5
5.2
7.0 7.54.1
4.4
8.6
8.4
7.1
6.8
5.9
6.4
4.5
5.9
4.6
8.4
7.4
7.9
8.37.2
9.3
4.8
9.1
6.3
4.5
8.4
6.
4.9
6.2
4.8
12.1
10.1
7.9
11.4
9.6
7.1
4.3
4.9
6.5
5.9
6.7
9.9
10.5
6.2
4.3
4.5
5.3
4.
5.5
3.7
3.6
6.3
3.5
8.2
8.6
5.0
5.9
9.8
6.5
5.2
6.83.3
8.5
5.4
11.2
7.2
5.6
4.7
5.9
9.2
4.5
14.5
15.8
10.5
14.9
15.7
10.7
12.5
7.8
10.5 7.7
2.7
16.6
17.3
15.6
18.1
11.0
4.3 4.2
5.3
2.6
3.7
9.3
8.3
13.5
11.5 16.3
W
ALL
WALL
WALLS
W
AL
L
W
AL
L
W
AL
L
WALL
W
ALL
W
ALL
W
ALL
W
ALL
WALL
W
ALL
WALL
W
ALL
W
ALLS
W
ALL
8.7
8.7
15.3
12.1
14.6
15.1
4.5
5.3
6.4
5.3
9.7
8.2
5.7 7.3
5.4
5.9
5.8
6.3
7.9
7.6
5.7
7.8
9.7
11.3
12.6
11.7
9.8
7.9
7.1
6.1
5.4
5.6
11.6
11.4
7.2
5.8
3.3
12.9
5.8
8.4
5.7
4.9
9.8 9.2
4.7
5.1
7.4
8.4
7.4
6.6
7.9
8.3
7.6
7.5
5.8
3.6
2.3
7.4
7.6
11.4
3.4
3.9
3.6
4.3
2.5
3.1
1.9
2.3
3.6
2.8
2.9
4.0
2.5 2.7
3.7
4.3
2.9
2.9
4.0
4.3
4.5
2.8
5.3
9.7
9.6
5.1
7.0
3.7
4.5
3.5
3.1
5.0
4.8
4.8
3.1
9.5
7.4
7.4
8.3
8.2
11.5
6.3
6.7
4.3
8.3
8.1
8.5
12.2
2.6
3.3
1.9
11.6
12.2
2.1
2.7
2.7 3.2
1.9
3.2
2.5
2.5
13.4
11.7
5.1
9.8
3.6
3.4
7.7
9.9
13.4
8.7
11.8
12.19.4
8.5
11.3
9.1
7.4
7.8 6.3
9.9
10.6
9.2 15.0 13.7
13.1 10.4
10.3
11.9
11.0
10.1
9.5
-0.6
14.5
9.4
11.6
11.4
14.1
13.514.5
10.1
11.1
12.7
10.0
2.9
3.2
W
ALL
W
ALLS
WALL
WALL
WALL
W
ALL
W
ALL
W
ALLW
ALL
W
ALL
W
ALL
W
ALL
W
ALL
W
ALLS
W
ALL
W
ALL
W
ALL
W
ALL
W
ALL
WALL
9.8
9.7
7.3
10.1
10.1
9.3
8.7
9.3
8.6
7.8
7.6
8.4
7.5
5.
6.7
8.4
6.2
4.8
3.8
8.1
3.4
11.4
3.5
5.4
7.4
9.7
10.5
10.7
8.6
7.3
6.3
9.4
9.2
6.2
6.2
6.5
7.0
7.0
9.4
6.6
10.0
9.6
10.0
10.3
9.1
7.0
8.2
7.2
9.1 4.8
5.3
7.2
3.1
3.1
7.9
7.9
7.3
9.1
9.0
8.2
8.5
6.5
3.2
9.1
8.0
7.
6.9
6.8
7.3
1.9
2.3
6.5
7.7
5.5
7.1
7.0
7.0
6.2
6.4
8.
3.0
2.9
7.27.6
6.7
6.9
WALL
WALL
W
ALL
WALLS
W
ALL
W
ALL
WALLS
W
ALL
W
ALL
W
ALL
WALL
WALL
W
ALL
W
ALL
W
ALL
WALL W
ALL
W
ALL
WALL
W
ALL
U
U
U
UU
U
U
U U
U
U
U
U
U
U U
U
U
U
U
UU
U
U
U
U U
U
U
U
U
U
5"
25"
4"
4"
4"
4"
6"
5"4"
7"7"
5"
20/TRIPLE"
5"
5"
7"
10/DOUBLE"
6"
10/DOUBLE"
13"
12"
14/FALLEN"
11"
12"
4"
3"
2"
3"
2"
3"4" 3"
5"
4"
6"
8"
15"
7"
10"
9"
5/MULTI"
6/DOUBLE"
4"
11"
4"
11"
15"
10"
15"
4"
12/DOUBLE" 12/FALLEN"
12/FALLEN"
8"
12"
4"
6/DOUBLE"
4"
5"
30"
15"
11"
8"
5"
5"
7"
10"
10"
6"
9"6" 4"
6"
4" 8" 8"
4"
13"
3" 2"
4"
25"
3"
5"
3"
3"
3"
6"
3" 3"
12/DOUBLE" FALLEN
W
W
W
STOP
W
W
W
W
W
STOP
W
STOP
W
W
W
W
W
STOP
E
ONLYONLY
ONLYBUS E
CO
CO
CO
12" DBL
6891011
131415
57 5859
117118
126 127
129130
155 159
194195
214215
27222723
2799 2801
28432844
2902 2903
29512952
2.7''
1.9''
33''
14''
6.9'' 12.3''
9.1''
13.3''
6.7'' 8.6'' 10.6''
6.9'' 7''
6.2''
13''
7.7''
6.8'' 15.1''
6'' 14.2'' 9.6''
6.9''
7.2''
7''
8.7''
6.5''
7''
11.1''
11.1''
9.5''
8.9''
12.1''
9.7''
6.5''
8.8''
7.4''
6.8''
7.3'' 7''
11.1''
10.3''
17.9''
13''
6.3'' 3.5'' 12'' 3.5'' 8'' 4.8''
7.2'' 12.5'' 11.3'' 18''
2''
14.4''
6.9''
14.5''
10.9''
4.7''
5.3''
22.8''
9.8''
24.7''
16''
7''
9.3''
9'' 10.6''
7.3''
12.4''
16.2''
17.5'' 14.7''
6.4''
6''
18.8''
17'' 12'' 10.5'' 9.5''
16.5''
6.7''
6.3''
7.5''
9.2''
13.2''
7.1''
15''
12.1''
37''
3''
24.5''
7.5''
13.4''
19'' 13.2''
11.4''
7.5''
9.2''
6.2''
7.7''
8.4'' 9.3''
7.3''
12.8''
11''
10''
14.6''
13.3''
12.3''
12.4''
6.2''
14.1''
12.1''
8.3''
17.1'' 23''
7.5''
6.9''
6.8''
13.2''
13.5''
8''
9.2''
9.3'' 11.4''
14.2''
6.8'' 10.8'' 14.8''
6.6''
6''
9.8'' 11.9''
11''
10.9''
25.1''
11.1''
12''
7''
13.7''
12.9''
8''
9.1'' 9.5''
9.5''
7.5''
11.7''
12.7''
7.5''
7.5''
6.7''
10.8''
11''
11.8''
11.1''
8''
8.1''
12.6'' 8''
6.5'' 8.3''
10.5''
28''
24''
8.7'' 6.6''
8.9''
21.7''
13.6''
16.5''
27''
10.1''
7.5''
27.6''
12.8''
44''
23.6''
9''
6.7''
12.5''
16.4''
19''
6.8''
6.5''
10.3''
7.1''
7.2''
12.1''
5''
14''
0 30'15
SCALE: 1" = 30'
REFER TO SHEET LD105
R
EFER
TO
SH
EET LD
MATCH LINE
M
ATC
H
LIN
E
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
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F
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H
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K
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M
N
P
SU
BM
IT
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D B
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C H
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D B
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D R
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SI
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SHEET ID
US Army Corps of Engineers
U .S
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LIN
E
TREE TO BE REMOVED, TYP
W
2D S2
2B
XX
D
EC
EM
BE
R
AN
SI
D
C O
AS
TA
L
ST
O R
M R
IS
K
M
AN
AG
EM
EN
T
SO
U
TH
S
H O
R E
O F
ST
AT
EN
IS
LA
N
D , N
EW
Y
O R
K
IN
TE
R
IO
R
D R
AI
N
AG
E
AR
EA
E
FI
N
AL
R
EA
D
Y
TO
A D
VE
R
TI
SE
, 1
D
EC
EM
BE
R
D . S
H
EE
R
AN
K.
R
O
BB
IN
S
J.
R
IV
AS
E.
R
O
SE
N
BE
R G
O
F
TR
EE
R
EM
O
VA
L
PL
AN
LD102
PLAN
NORTH
KEY PLAN
TREE TO BE PROTECTED, TYP
(SEE TEMPORARY WOODEN TREE
GUARD DETAIL ON DWG CE501)
AM
EN
D
M
EN
T
- R
EV
IS
IO
N
M
AR
| C504 |
| C-504 - Sheet 1 ANSI 'D' |
| Sheet 1 |
| CP103 |
| CP103 |
| Sheet 1 |
| CU101 |
| CU101 |
| Sheet 1 |
| CU117 |
| CU117 |
| Sheet 1 |
| LD102 |
| LD102 |
| Sheet 1 |
File details come from the government source that posted it. Updated .