Soundview-Plans-p3.pdf

PDF 10 MB Posted Jul 19, 2011

Attached to: Soundview Aquatic Ecosystem Restoration Project Bronx, NY
Solicitation number: W912DS-11-B-0006
Issued by: Department of the Army Corps of Engineers Engineering District New York

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File	Type	Posted
Bid Abstract.pdf	PDF	Aug 25, 2011
Amendment 4.pdf	PDF	Aug 22, 2011
Amendment 3.pdf	PDF	Aug 19, 2011
Amendment 2 .doc.pdf	PDF	Aug 12, 2011
REGISTER.pdf	PDF	Aug 4, 2011
Section 10 14 23.pdf	PDF	Aug 4, 2011
Amendment 1 .pdf	PDF	Aug 4, 2011
Site VIsit.pdf	PDF	Aug 4, 2011
Specs.pdf	PDF	Jul 19, 2011
Soundview-Plans-p2.pdf	PDF	Jul 19, 2011
Soundview-Plans-p1.pdf	PDF	Jul 19, 2011
Solicitation.pdf	PDF	Jul 19, 2011

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CE-501

PLANTING ZONE

SPACINGSYMBOL

DESCRIPTION

2’ O.C. 25,700

SPECIES

ROSA CAROLINA

STOCK TYPE QUANTITYELEVATIONMINIMUM SIZE

SPARTINA ALTERNIFLORA

DISTICHLIS SPICATA

SPARTINA PATENS

DISTICHLIS SPICATA

SPARTINA PATENS

BACCHARIS HALIMIFOLIA

MORELLA PENSYLVANICA

RHUS GLABRA

ILEX OPACA

BETULA POPULIFOLIA Bp

2" PLUG

CONTAINER/B&B

12" HT

12" HT 2’ O.C.

6’ O.C.

12" HT 2’ O.C.

6’ O.C.

10’ O.C.

20’ O.C.

8’ O.C.

20’ O.C.

0.4 - 3.1

3.1 - 3.8 660

306.5 - 14.0

6.5 - 14.0

5.0 - 6.5

4.5 - 5.0

3.8 - 4.5

3.1 - 3.8

LOW MARSH

LOW MARSH/HIGH MARSH

TRANSITION

HIGH MARSH

MARITIME SALT SHRUBS

(SUPRATIDAL)

MARSH RESTORATION AREA PLANTING TABLE

P L A

N T

T A

B L E S

HERBACEOUS - JUNCUS GERARDII

9006.5 - 14.0

6.5 - 14.0

6006.5 - 14.0

6.5 - 14.0

PANICUM VIRGATUM

ELYMUS VIRGINICUS

EUTHAMIA GRAMINIFOLIA

SOLIDAGO SEMPERVIRENS

SCHIZACHYRIUM SCOPARIUM

ANDROPOGON VIRGINICUS

DESCHAMPSIA FLEXUOSA

ASTER LAEVIS 6" HT 1.5’ O.C.

2" PLUG 6" HT 1.5’ O.C.

6" HT 1.5’ O.C.

2" PLUG 6" HT 1.5’ O.C.

LOW-SALT TOLERANT

UPLAND HERBACEOUS MIX

1 GAL 120

1 GAL

Bh CONTAINER/B&B 6’ O.C. 405.0 - 6.51 GALBACCHARIS HALIMIFOLIA

1 GAL

SPARTINA CYNOSUROIDES

SCHOENOPLECTUS AMERICANUM Sc a 2" PLUG 12" HT 2’ O.C. 2203.8 - 4.5

JUNCUS GERARDII Jg

1,200

LOW-SALT TOLERANT

UPLAND SHRUBS & TREES

SALT TOLERANT

UPLAND SHRUBS

8" PLUG

RHUS COPPALLINA

NOTES:

1. MARSH PLANTING AREA ELEVATIONS ARE BASED ON THE FINISHED ELEVATIONS OF THE MARSH

RESTORATION AREA.

2. SUCCESS OF THE INTERTIDAL MARSHES (HIGH AND LOW MARSHES) AND TRANSITION SLOPES HINGES UPON EXACT ELEVATION DATA. AS SUCH, THE CONTRACTOR MUST MAKE PRECISE CUTS GRADE TO THE

PRECISE ELEVATION.

3. PLANTS AND PLUGS SHALL BE GOVERNMENT SUPPLIED FROM THE GREENBELT NATIVE PLANT CENTER IN STATEN ISLAND, NY. THE CONTRACTOR SHALL ADHERE TO ALL REQUIREMENTS OF THE SPECIFICATION

SECTION 02 93 00, EXTERIOR PLANTS.

4. HERBIVORY FENCING WILL BE PLACED ON THE LOW MARSH, LOW MARSH/HIGH MARSH TRANSITION, AND HIGH MARSH AREAS, AND MUST STAY IN PLACE FOR AT LEAST TWO GROWING SEASONS.

5. THE LOW-SALT TOLERANT UPLAND PLANTING AREA WILL RECEIVE GRASS SEEDING AS PER THE GRASS SEED MIX TABLE ON SHEET CE-502 AND IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS.

6. REFER TO SHEET CE-502 FOR THE GRASS SEED MIX TABLES AND THE OPTION #3 PLANTING TABLE.

D e s c ri p ti o n

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8 7 6 5 4 3 2 0

8 7 6 5 4 3 2 01910 p p r.

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Sheet reference number:

SHEET of 30

A M

P a l e n

S o u n d v i e w p a r k e s i g n

S V

P a r k

C E a n d d g n

E N

D A

M P

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O R

6’-0"

2’-0"

MYLAR TAPE (TYP.)

8’ (MIN.) x 2" x 2" HARDWOOD STAKE (TYP.)

3’-0" (TYP.)

2" X 2.75" MESH OPENINGS

SECURED TO STAKES WITH

EXISTING

GRADE

MINIMUM

NOTE:

TOP OF HERBIVORY FENCE SHALL BE

A MINIMUM OF 1’ ABOVE THE MEAN

HIGH WATER ELEVATION.

HERBIVORY FENCING, MARSH

ELEVATION VIEW N.T.S

NOTE FOR ON HERBIVORY FENCE: MYLAR FLAGGING, TRAILING AT LEAST 12 INCHES

OF TAPE FROM THE TIE, SHALL BE TIED TO THE TOP OF EACH HARDWOOD STAKE

(BOTH PERIMETER AND INTERIOR). THE FLAGGING SHALL ALSO BE TIED ALONG THE

TOP OF THE FENCE FABRIC AND ALONG THE INTERIOR NYLON TWINE EVERY 3 FEET.

CE-101

BLACK DEER FENCE FABRIC

ZIP-TIES

8’-0" (TYP.)

HERBIVORY FENCE CELL

INTERIOR TWINE DETAIL

PLAN VIEW N.T.S

CE-101

48 FT.

(TYP.)

SAFETY FENCING

(TYP.)

BLACK DEER FENCE

PERIMETER STAKE

(TYP.)

NYLON TWINE

(TYP.)

INTERIOR STAKE

CE-502

ANDROPOGON GERARDII

EUTHAMIA GRAMINIFOLIA

6" HT 1.5’ O.C.

2" PLUG 6" HT 1.5’ O.C.

2" PLUG 6" HT 1.5’ O.C. 257

6" HT

SPECIES SYMBOL STOCK TYPE

DESCRIPTION

MINIMUM SIZE SPACING QUANTITY

PLANTING ZONE

OPTION #3 PLANTING TABLE

OPTION #3 GRASSES

OPTION #3 WILDFLOWERS

PANICUM VIRGATUM 2" PLUG 1.5’ O.C. 2,052

SCHIZACHYRIUM SCOPARIUM

SORGHASTRUM NUTANS

ERAGROSTIS SPECTABILIS

ELYMUS VIRGINICUS

TRIDENS FLAVUS

2572" PLUG 6" HT 1.5’ O.C.

2" PLUG 6" HT 1.5’ O.C.

2" PLUG 6" HT 1.5’ O.C. 513

1,026

SYMPHYOTRICHUM LAEVE

SOLIDAGO SEMPERVIRENS

ASCLEPIAS SYRIACA

ASCLEPIAS TUBEROSA

SOLIDAGO CANADENSIS

Eh 205

1036" HT 1.5’ O.C.

6" HT 1.5’ O.C.

EUPATORIUM HYSSOPIFOLIUM

SOLIDAGO JUNCEA

RUDBECKIA HIRTA

PYCNANTHEMUM TENUIFOLIUM

MONARDA FISTULOSA

So c

P L A

N T

B L E S

8" PLUG

GRASSES: 70%

TRIDENS FLAVUS

EUTHAMIA GRAMINIFOLIA

EUPATORIUM PURPUREUM

FORBS: 30%

BOTANICAL NAME

1.5

6.0

4.5

1.8

1.5

1.2

1.5

PROPORTION

PURPLE LOVEGRASS

PURPLE JOE PYE WEED

ERAGROSTIS SPECTABILIS

PANICUM VIRGATUM

ANDROPOGON VIRGINICUS

4.5SCHIZACHYRIUM SCOPARIUM

COMMON NAME

SWITCHGRASS

BROOMSEDGE BLUESTEM

PURPLETOP TRIDENS

LITTLE BLUESTEM

LB PLS/ACRE

(LB PLS/ACRE = POUND PURE LIVE SEED PER ACRE)

ASCLEPIAS SYRIACA

EUPATORIUM FISTULOSUM

SYMPHYOTRICHUM LAEVE

SOLIDAGO SEMPERVIRENS

COMMON MILKWEED

LANCE LEAF GOLDENROD

JOE PYE WEED

SMOOTH BLUE ASTER

SEASIDE GOLDENROD

TOTAL 30.0100

ADDITIONAL INFORMATION:

SEEDING RATE = 30 LB/ACRE

MIX FURNISHED BY THE CONTRACTOR

GRASS SEED MIX FOR:

ONSITE PLACEMENT AREA, STAGING AREA AND WORSITE ACCESS ROADS, OPTION #5 AREA, & OPTION #6 AREA

GRASSES: 70%

TRIDENS FLAVUS

EUTHAMIA GRAMINIFOLIA

EUPATORIUM PURPUREUM

FORBS: 30%

BOTANICAL NAME

10.5

4.5

PROPORTION

PURPLE LOVEGRASS

PURPLE JOE PYE WEED

ERAGROSTIS SPECTABILIS

PANICUM VIRGATUM

ANDROPOGON VIRGINICUS

SCHIZACHYRIUM SCOPARIUM

COMMON NAME

SWITCHGRASS

BROOMSEDGE BLUESTEM

PURPLETOP TRIDENS

LITTLE BLUESTEM

LB PLS/ACRE

(LB PLS/ACRE = POUND PURE LIVE SEED PER ACRE)

ASCLEPIAS SYRIACA

EUPATORIUM FISTULOSUM

SYMPHYOTRICHUM LAEVE

SOLIDAGO SEMPERVIRENS

COMMON MILKWEED

LANCE LEAF GOLDENROD

JOE PYE WEED

SMOOTH BLUE ASTER

SEASIDE GOLDENROD

TOTAL 15.0100

ADDITIONAL INFORMATION:

SEEDING RATE = 15 LB/ACRE

MIX FURNISHED BY GREENBELT NATIVE PLANT CENTER

GRASS SEED MIX FOR:

LOW SALT TOLERANT UPLAND PLANTING AREA & OPTION #3 AREA

NURSE CROP: LOLIUM MULTIFLORIUM (ANNUAL RYE)

SEEDING RATE = 75 LB/ACRE (FOR SPRING OR FALL SOWING)

FURNISHED BY THE CONTRACTOR

NURSE CROP: LOLIUM MULTIFLORIUM (ANNUAL RYE)

SEEDING RATE = 75 LB/ACRE (FOR SPRING OR FALL SOWING)

FURNISHED BY THE CONTRACTOR

NOTES:

1. SHRUBS AND PLUGS SHALL BE GOVERNMENT SUPPLIED FROM THE GREENBELT NATIVE PLANT CENTER IN STATEN ISLAND, NY. THE CONTRACTOR SHALL ADHERE TO ALL REQUIREMENTS OF THE SPECIFICATION

SECTION 02 93 00, EXTERIOR PLANTS.

2. THE GRASS SEED MIX TABLES BELOW SHALL BE PLACED AS PER THE TABLES AND IN ACCORDANCE

WITH THE PROJECT SPECIFICATION SECTION 32 92 19, SEEDING.

3. GRASS SEED MIX FOR THE ONSITE PLACEMENT AREA, STAGING AREA AND WORKSITE ACCESS ROADS, OPTION #5 AREA, AND OPTION #6 AREA SHALL BE FURNISHED BY THE CONTRACTOR AND APPLIED AT

A RATE OF 30 POUNDS PER ACRE.

4. GRASS SEED MIX FOR THE LOW SALT TOLERANT UPLAND PLANTING AREA AND OPTION #3 AREA SHALL BE FURNISHED BY THE GREENBELT NATIVE PLANT CENTER AND APPLIED BY THE CONTRACTOR AT

A RATE OF 15 POUNDS PER ACRE.

5. THE NURSE CROP FOR ALL AREAS WILL BE FURNISHED BY THE CONTRACTOR AND APPLIED AT A RATE

OF 75 POUNDS PER ACRE.

6. REFER TO SHEET CE-501 FOR THE MARSH RESTORATION AREA PLANTING TABLE AND THE HERBIVORY

FENCE DETAILS.

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Sheet reference number:

SHEET of 30

A M

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S V

P a r k

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E N

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M A

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C T

N S

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-10

0 25 50 75 100 125 150 175 200 225 250-25-50-75-100-125-150-175-200-225-250-275

-5

-10

-5

-10

0 25 50 75 100 125 150 175 200 225 250-25-50-75-100-125-150-175-200-225-250-275

1+60

-5

-10

-5

-10

0 25 50 75 100 125 150 175 200 225 250 275-25-50-75-100-125-150-175-200-225-250

1+80

-5

-10

-5

-10

0 25 50 75 100 125 150 175 200 225 250-25-50-75-100-125-150-175-200-225-250-275

1+40

-5

-10

-5

-10

0 25 50 75 100 125 150 175 200 225 250 275-25-50-75-100-125-150-175-200-225-250

2+00

-5

-10

-5

-10

0 25 50 75 100 125 150 175 200 225 250-25-50-75-100-125-150-175-200-225-250-275

2+20

-5

-10

-5

-10

0 25 50 75 100 125 150 175 200 225 250-25-50-75-100-125-150-175-200-225-250-275

2+40

-5

-10

-5

-10

0 25 50 75 100 125 150 175 200 225 250-25-50-75-100-125-150-175-200-225-250-275

2+60

-5

-10

-5

-10

0 25 50 75 100 125 150 175 200 225 250-25-50-75-100-125-150-175-200-225-250-275

2+80

-5

-10

-5

-10

0 25 50 75 100 125 150 175 200 225 250-25-50-75-100-125-150-175-200-225-250-275

3+00

-5

-10

-5

-10

0 25 50 75 100 125 150 175 200 225-25-50-75-100-125-150-175-200-225-250-275

3+20

-5

-10

-5

-10

0 25 50 75 100 125 150 175 200 225-25-50-75-100-125-150-175-200-225-250-275

3+40

-5

-10

-5

-10

0 25 50 75 100 125 150 175 200 225-25-50-75-100-125-150-175-200-225-250-275

3+60

-5

-10

-5

-10

0 25 50 75 100 125 150 175 200 225-25-50-75-100-125-150-175-200-225-250-275

3+80

-5

-10

-5

-10

0 25 50 75 100 125 150 175 200 225-25-50-75-100-125-150-175-200-225-250-275

4+00

-5

-10

-5

-10

0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200-225-250

4+20

-5

-10

-5

-10

0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200-225-250

4+40

-5

-10

-5

-10

0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200-225-250

4+60

-5

-10

-5

-10

0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200-225-250

4+80

-5

-10

-5

-10

0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200-225-250

-5

-10

Reference Line

Reference Line Reference Line

Reference Line

Reference Line Reference Line

Reference Line

1+20

LINE SURFACE

Vertical Scaled 5 Times

Current Survey (2005)

Finished Marsh Elevation

Limit of Excavation

Approximate Exisitng Ground

(2005 Survey)

PATTERN SURFACE

Limit of excavation

Finished Marsh Elevation

2ft Sand Fill

Undisturbed Earth

5+00

MARSH RESTORATION AREA CROSS SECTIONS

2 ft Sand Fill

MARSH OVERLOOK NOTES:

1. CROSS SECTION "4+00" DISPLAYS THE MARSH OVERLOOK AREA OF OPTION #4 AS AN

APPROXIMATION OF HOW IT WOULD APPEAR IF THIS OPTION IS ENACTED.

2. DUE TO THE DIFFERENCE IN VERTICAL AND HORIZONTAL SCALE OF THE CROSS

SECTIONS (THE VERTICAL SCALE 5 TIMES THAT OF THE HORIZONTAL) THE PROPORTIONS

IN THIS MARSH OVERLOOK DETAIL MAY BE SKEWED.

3. SEE SHEET C-108 FOR THE OPTION #4 MARSH OVERLOOK PLAN SHEET AND DETAIL.

Marsh Overlook Area (See Notes Below)

B1-03, B9-07B8-07

B4-07

Excavated Soil to be Placed Off-Site (with corresponding soil sampling location, B#-0#, from sheet C-103)

D e s c ri p ti o n

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Sheet reference number:

SHEET of 30

A M

P a l e n

S o u n d v i e w p a r k s i g n

S V

P a r k

C G a n d d g n

E N

D A

M P

S u b m i t t e d b y

U L

P l t e

J u n e

S O

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D V

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A R

A Q

U A

C O

S Y

S T

E M R

E S

T O

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B R

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LINE SURFACE

Vertical Scaled 5 Times

Current Survey (2005)

PATTERN SURFACE

CG-302

O N

P L A

C E

M E

N T

R O

S S

S E

C T

N S

Excavated Material Fill Elevation

Excavated Material Fill from Marsh

Restoration Area

Undisturbed Earth

Final Onsite Placement Area Elevation

1ft Compost (Option #1) or 1 ft Sandy Loam

Fill (Options #1 and #2 Combined)

Top 1ft of Sandy Loam Fill (for both Option #1 and Options #1 and #2 Combined)

-5

0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200-225-250-275-300-325

8+50

-5

0 25 50 75 100 125 150 175 200 225 250-25-50-75-100-125-150-175-200-225-250-275-300-325-350

9+00

0 25 50 75 100 125 150 175 200 225 250 275-25-50-75-100-125-150-175-200-225-250-275-300-325-350-375-400

9+50

0 25 50 75 100 125 150 175 200 225 250 275-25-50-75-100-125-150-175-200-225-250-275-300-325-350-375-400

10+00

0 25 50 75 100 125 150 175 200 225 250 275-25-50-75-100-125-150-175-200-225-250-275-300-325-350-375-400

11+00

0 25 50 75 100 125 150 175 200 225 250 275-25-50-75-100-125-150-175-200-225-250-275-300-325-350-375-400

11+50

0 25 50 75 100 125 150 175 200 225 250 275-25-50-75-100-125-150-175-200-225-250-275-300-325-350-375-400

12+00

0 25 50 75 100 125 150 175 200 225 250 275-25-50-75-100-125-150-175-200-225-250-275-300-325-350-375-400

12+50

0 25 50 75 100 125 150 175 200 225 250-25-50-75-100-125-150-175-200-225-250-275-300-325-350-375-400

13+00

0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200-225-250-275-300-325-350

13+50

0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200-225-250-275

14+00

-5

-10

0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200-225-250-275-300

8+00

-5

-10

Reference Line

Reference Line Reference Line

Reference Line

Reference Line Reference Line

Reference Line

Approximate Exisitng Ground

(2005 Survey)

Approximate Exisitng Ground

(2005 Survey)

Limit of Excavated Material Fill

Finished Onsite Placement Area Elevation

10+50

Excavated Material Fill

ONSITE PLACEMENT AREA CROSS SECTIONS

NOTES:

1. THE EXCAVATED MATERIAL FROM THE MARH RESTORATION AREA SHALL BE TOPPED WILL EITHER A SOIL DEMARCATION BARRIER, THAN 1 FT OF COMPOST AND 1 FT OF SANDY LOAM FILL (ACCORDING TO OPTION #1), OR

2 FT OF SANDY LOAM FILL (ACCORDING TO THE COMBINATION OF OPTIONS #1 AND #2).

2. FOR OPTION #1, THE SOIL DEMARCATION BARRIER SHALL BE PLACED UPON THE GROUND PRIOR TO THE PLACEMENT OF COMPOST. SEE SPECIFICATION SECTION 02 56 16.00 18, SOIL DEMARCATION BARRIER, AND THE

DETAIL ON SHEET GC-502 FOR MORE INFORMATION.

3. THE COMPOST FOR PROJECT OPTION #1 WILL BE PROVIDED BY THE NEW YORK CITY DEPARTMENT OF SANITATION, (DSNY). THE CONTRACTOR MUST COORDINATE THE DELIVERY OF SUCH MATERIAL WITH DSNY AND THE COR. THE CONTRACTOR IS RESPONSIBLE FOR THE STOCKPILING OF DSNY SUPPLIED MATERIAL, IF NECESSARY.

4. THE SANDY LOAM FILL INDICATED IN BOTH OPTIONS WILL BE SUPPLIED BY THE CONTRACTOR AND APPROVED FOR

USAGE AS ACCORDING TO SPECIFICATION SECTION 31 00 10, CLEAN FILL.

5. IF OPTION #2 IS AWARDED, THE 1 FT OF COMPOST INDICATED IN OPTION #1 WILL BE REPLACED WITH 1 FT OF SANDY LOAM FILL (SUPPLIED BY THE CONTRACTOR) AND THE SOIL DEMARCATION BARRIER WILL NOT BE REQUIRED.

Top 1 ft Sandy Loam Fill

1 ft Compost (Option 1) or 1 ft Sandy Loam Fill (Options 1 & 2 Combined)

Top 1 ft Sandy Loam Fill

1 ft Compost (Option 1) or 1 ft Sandy Loam Fill (Options 1 & 2 Combined)

D e s c ri p ti o n

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G p r.

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D e s ig n e d b y

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A M

D w n b y

A M

C k d b y

S o li c it ia ti o n n o

C o n tr a c t n o

P lo t d a te

P lo t b y

S c a le

R e v ie w e d b y

S u b m it te d b

A R

M Y E

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T R

P S O

F E

N G

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W Y

O R

N E

W Y

O e n a m e

V P a le n \S o u n d v ie w p a rk \1

D e s ig n \S

V P a rk

G -3 a n d .d g n

-J

U L -2

E E

N D

A M

:1 .0

Sheet reference number:

SHEET of 30

A M

P a l e n

S o u n d v i e w p a r k s i g n

S V

P a r k

C G a n d d g n

E N

D A

M P

S u b m i t t e d b y

U L

P l t e

J u n e

S O

U N

D V

W P

A R

A Q

U A

C O

S Y

S T

E M R

E S

T O

R A

B R

O N

N E

W Y

LINE SURFACE

Current Survey (2005)

PATTERN SURFACE

CG-303

Excavated Material Fill from Marsh

Restoration Area

Undisturbed Earth

O P T

O S S

S E

C T

N S

Final Option Area Elevation

Compost Fill Elevation

Location of Soil Demarcation Barrier

1ft Clean Fill (Supplied by DSNY)

0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200-225-250-275-300-325-350

5+00

0 25 50 75 100 125 150 175 200 225-25-50-75-100-125-150-175-200-225-250-275-300-325-350

5+50

0 25 50 75 100 125 150 175 200 225-25-50-75-100-125-150-175-200-225-250-275-300-325-350

6+00

0 25 50 75 100 125 150 175 200 225-25-50-75-100-125-150-175-200-225-250-275-300-325-350

6+50

0 25 50 75 100 125 150 175 200 225-25-50-75-100-125-150-175-200-225-250-275-300-325-350

7+00

0 25 50 75 100 125 150 175 200 225-25-50-75-100-125-150-175-200-225-250-275-300-325-350

7+50

Vertical Scaled 10 Times

0 25 50 75 100 125 150 175 200 225 250 275 300-25-50-75-100-125-150

14+00

0 25 50 75 100 125 150 175 200 225 250 275 300-25-50-75-100-125-150-175-200

14+50

0 25 50 75 100 125 150 175 200 225 250 275 300-25-50-75-100-125-150-175-200

15+00

0 25 50 75 100 125 150 175 200 225 250 275 300-25-50-75-100-125-150-175-200

15+50

0 25 50 75 100 125 150 175 200 225 250 275 300-25-50-75-100-125-150-175-200

16+00

0 25 50 75 100 125 150 175 200 225 250 275-25-50-75-100-125-150-175-200

16+50

OPTION #5 AREA CROSS SECTIONS OPTION #6 AREA CROSS SECTIONS

Reference Line

Approximate Exisitng Ground

(2005 Survey)

1 ft Clean Fill (Supplied by DSNY)

1 ft Compost (Supplied by DSNY)

Soil Demarcation Barrier

Finished Option Area Elevation

Onsite Placement Area Fill (See Sheet CG-302)

Approximate Exisitng Ground

(2005 Survey)

Finished Option Area Elevation

Soil Demarcation Barrier

Compost (Supplied by DSNY)

Clean Fill (Supplied by DSNY)

NOTES:

1. THE THICKNESS OF COMPOST AND CLEAN FILL VARIES TO ACCOMPLISH PROPOSED

CONTOURS AND TO TAPER DOWN IN MEETING EXISTING GRADE AT EDGES, BUT 1 FT OF

EACH MATERIAL SHALL BE THE PLACEMENT GOAL FOR THE OPTION AREAS.

2. A SOIL DEMARCATION BARRIER SHALL BE PLACED UPON THE GROUND PRIOR TO THE

PLACEMENT OF COMPOST FOR OPTION AREAS #5 AND #6.

3. THE COMPOST AND FILL (TO BE PLACED ON TOP OF THE COMPOST) FOR THESE

PROJECT OPTIONS WILL BE PROVIDED BY THE NEW YORK CITY DEPARTMENT OF

SANITATION, (DSNY). THE CONTRACTOR MUST COORDINATE THE DELIVERY OF SUCH

MATERIALS WITH DSNY AND THE COR.

4. THE CONTRACTOR IS RESPONSIBLE FOR THE STOCKPILING OF DSNY SUPPLIED

MATERIALS, IF NECESSARY.

5. SEE SPECIFICATION SECTION 02 56 16.00 18, SOIL DEMARCATION BARRIER, AND THE

DETAIL ON SHEET GC-502 FOR MORE INFORMATION.

D e s c ri p ti o n

D a te

A p p r.

8 7 6 5 4 3 2 0

G p r.

D a te

D e s c ri p ti o n

M a rk

D e s ig n e d b y

A N

S I

S iz e

D a te

A M

D w n b y

A M

C k d b y

S o li c it ia ti o n n o

C o n tr a c t n o

P lo t d a te

P lo t b y

S c a le

R e v ie w e d b y

S u b m it te d b

A R

M Y E

N G

E E

R D

T R

P S O

F E

N G

E E

W Y

O R

N E

W Y

O e n a m e

V P a le n \S o u n d v ie w p a rk \1

D e s ig n \S

V P a rk

G -3 a n d .d g n

-J

U L -2

E E

N D

A M

:1 .0

Sheet reference number:

SHEET of 30

A M

P a l e n

S o u n d v i e w p a r k s i g n

S V

P a r k

C G a n d d g n

E N

D A

M P

S u b m i t t e d b y

U L

P l t e

J u n e

S O

U N

D V

W P

A R

A Q

U A

C O

S Y

S T

E M R

E S

T O

R A

B R

O N

N E

W Y

B-601

B S

U R F

A C

X P L O

R A T

D e s c ri p ti o n

D a te

A p p r.

8 7 6 5 4 3 2 0

G p r.

D a te

D e s c ri p ti o n

M a rk

D e s ig n e d b y

A N

S I

S iz e

D a te

A M

D w n b y

A M

C k d b y

S o li c it ia ti o n n o

C o n tr a c t n o

P lo t d a te

P lo t b y

S c a le

R e v ie w e d b y

S u b m it te d b

A R

M Y E

N G

E E

R D

T R

P S O

F E

N G

E E

W Y

O R

N E

W Y

O e n a m e

V P a le n \S o u n d v ie w p a rk \1

D e s ig n \S

V P a rk

B -6 a n d .d g n

-J

U L -2

E E

N D

A M

:1 .0

Sheet reference number:

SHEET of 30

A M

P a l e n

S o u n d v i e w p a r k s i g n

S V

P a r k

B a n d d g n

E N

D A

M P

S u b m i t t e d b y

U L

P l t e

J u n e

S O

U N

D V

W P

A R

A Q

U A

C O

S Y

S T

E M R

E S

T O

R A

B R

O N

N E

W Y

O R

Some concrete, gravel & brick fragments little gravel-sized concrete fragments trace ash?

base fill wood fragments fiberous organic mat

11/15/03

50/1

50/0

50/.4

Brown, fine SAND, little Silt and Clay (SM)

Brown SAND and GRAVEL, little Silt (SM-GM)

Black SAND and SILT, some Gravel (SM-ML)

Gray to tan SAND and GRAVEL, little Silt (SM-GM)

Dark gray SILT, some Sand, little Gravel (ML)

Dark gray fine to coarse SAND, trace Shale Gravel, trace to little Silt (SP-SM)

Gray Silty CLAY with shells

(CL)

11/15/03 base fill concrete and brick from 2’ to 3’ concrete at 4.5’ cobbles wood fragments brick fragments broken glass trace wood soupy

ELEVATION DEPTH LEGEND CLASSIFICATION OF MATERIALS REMARKS

BLOWS

S A

M P

L E

N U

M B

E R

ELEVATION DEPTH LEGEND CLASSIFICATION OF MATERIALS REMARKS

BLOWS

S A

M P

L E

N U

M B

E R

DEPTH USCS %G %S %F LL PL PI %H2O SG UnitWt

S10

S11

S12 trace grass and roots

Brown and gray, fine SAND, trace Silt, trace Gravel (SM)

Pale brown, fine to medium SAND, trace Gravel (SM) trace coarse Debris Pale brown, fine to medium SAND, trace Gravel (SM)

Pale brown, fine to coarse SAND, trace Gravel (SM) trace Debris soft

EOH -18’

100.3

WOH

S10

S11

S12

ELEVATION DEPTH LEGEND CLASSIFICATION OF MATERIALS REMARKS

BLOWS

S A

M P

L E

N U

M B

E R

DEPTH USCS %G %S %F LL PL PI %H2O SG UnitWt

S10

S11

S12

ELEVATION DEPTH LEGEND CLASSIFICATION OF MATERIALS REMARKS

BLOWS

S A

M P

L E

N U

M B

E R

DEPTH USCS %G %S %F LL PL PI %H2O SG UnitWt

S10

S11

S12

ELEVATION DEPTH LEGEND CLASSIFICATION OF MATERIALS REMARKS

BLOWS

S A

M P

L E

N U

M B

E R

DEPTH USCS %G %S %F LL PL PI %H2O SG UnitWt

S10

S11

S12

ELEVATION DEPTH LEGEND CLASSIFICATION OF MATERIALS REMARKS

BLOWS

S A

M P

L E

N U

M B

E R

DEPTH USCS %G %S %F LL PL PI %H2O SG UnitWt

S10

S11

S12 dry soft Debris trace Organics brick fragment

Black Silty CLAY soft to hard trace Debris trace Debris

Pale brown, medium Silty SAND, trace Gravel

Pale grayish-brown, medium Silty SAND, trace Gravel

Brown to black, medium SAND, some Silt, trace Gravel trace Debris Dark gray, medium SAND, trace Silt, trace Gravel

No Recovery

Dark gray, medium to coarse SAND, trace Gravel trace Debris

Boulder?

EOH -18’

50 0

Medium brown, Silty SAND, little Gravel trace Organics soft

Medium brown, Silty, fine SAND, little Gravel

Brown, Silty, fine SAND, little Gravel little Debris soft to hardDark gray, medium to coarse SAND, trace Gravel wet

Brick frag in shoe Dark gray, medium to coarse SAND, trace Gravel

Dark gray, medium to coarse SAND, trace Silt, trace Gravel

Dark gray, fine to medium SAND trace DebrisDark gray, fine to coarse SAND, trace Gravel

Black Silty CLAY EOH -18’ trace OrganicsPale brown, Silty fine to medium SAND, trace Gravel black coarse charred material

Brown, fine to medium SAND, trace Gravel trace Debris

Brown to black, medium SAND, trace Silt, trace Gravel

Dark brown coarse to medium SAND coarse Debris

Brownish gray, medium to coarse SAND, trace Gravel

Black Silty CLAY

WOH

EOH -18’

Pale brown, Silty fine SAND, trace Gravel trace Organics trace Debris

Debris

Light gray, Gravelly SAND trace coarse Ashes

Light brown to black, medium SAND, some Silt, trace Clay

Debris

Black to tan SAND, trace Silt, trace Gravel

Grayish brown, medium to coarse SAND, trace Silt

Grayish brown, medium SAND, some Gravel, trace Silt

EOH -18’

Dark gray to black, coarse to medium SAND, trace Gravel (SM)

Dark gray, medium SAND (CH)

Black Silty CLAY (CH)

Medium brown, fine SAND, trace Silt, trace Gravel (SM)

Light gray, medium to coarse SAND (SM)

Dark gray, medium to coarse SAND, trace Gravel (SM)

Dark gray, medium SAND, some Gravel

(SM)

Dark gray, medium to coarse SAND, trace Gravel (SM)

DEPTH USCS %G %S %F LL PL PI %H2O SG UnitWt

10.5-12’

13.5-12’

SP-SM

31.1

65.378 36 42 2.70

2.7016 73 11

85213

43.6 4.5-6’ SM 20745 19.4 2.73 7.5-9’ SM 24 62 14 2.724.7 4.5-6’ SM 9.7146323 2.71

6-7.5’ SM 187423

2MH 92613.5-15’ 113 49 64 86.4

18.4 2.67

2.52

4.5-6’

10.5-12’

SP-SM

5.1

26.7

2.66

2.72

218123

12652336.8

14.1’ 9.6’ 5.7’

5.8’ 8.8’

ELEVATION DEPTH LEGEND CLASSIFICATION OF MATERIALS REMARKS

BLOWS

S A

M P

L E

N U

M B

E R

S10

ELEVATION DEPTH LEGEND CLASSIFICATION OF MATERIALS REMARKS

BLOWS

S A

M P

L E

N U

M B

E R

9.5’

SVP GTB1 SVP GTB2234476

1023210

234457

1023146

234301

1022958

DH-1

Soundview Park

DH-2

8.4’ Soundview Park

234392

1023036

DH-3

Soundview Park

234565

1023012

DH-4

Soundview Park

234402

1023105

DH-5

Soundview Park

234514

1023136

DH-6

Soundview Park

234554

1023089 Soundview Park Soundview Park

WOH

12.5’

Topsoil

Brown SAND, little to some Silt (SM)

Brown Clayey-SILT (ML)

Tan to brown, fine to medium SAND, trace to little Silt (SP-SM)

Brown, medium to coarse SAND, little to some Silt, little Gravel

(SM-SC)

Dark brown, fine to coarse SAND, trace to little Silt, little to some Gravel (SP-SM)

Dark gray to black, organic Clayey SILT (OL)

Dark gray to black, Silty micaceous CLAY with Sand stringers at base

(CL)

Total Depth 26’

Shelby Tube

Rec. 2.0’

Inorganic CLAY with high plasticity

Poorly graded SAND, or SAND and GRAVEL with little or no fines

Clayey GRAVEL or GRAVEL-SAND-CLAY mixtures

Well graded SAND with little or no fines (Silt and Clay)

Poorly-graded GRAVEL or GRAVEL-SAND mixtures with little or no fines.

Well-graded GRAVEL or GRAVEL-SAND mixtures with little or no fines

Inorganic CLAY with low to medium plasticity

Organic SILT and organic SILT-CLAY mixtures with low plasticity liquid limit

Organic CLAY with medium to high plasticity

Inorganic SILT - commonly micaceous or diatomaceous with high

Silty GRAVEL or GRAVEL-SAND-SILT mixtures

Shale Bedrock

NOTES:

NY DISTRICT, U.S. ARMY CORPS OF ENGINEERS

PRODUCED BY THE PHYSICAL AND CHEMICAL WEATHERING

OF ROCKS, AND WHICH MAY CONTAIN ORGANIC MATTER.

BOULDER ... larger than 8"

COBBLE OR SMALL STONE... 8"-3"

GRAVEL coarse...3"to �" medium...3/4" to 4.76 mm

SAND coarse...4.76 mm to 2 mm medium...2 mm to 0.42 mm fine.....0.42 mm to 0.074 mm

SILT and CLAY...finer than 0.074 mm

Major component is shown with all letters CAPITALIZED.

Minor component % terms of total sample are as follows:

and.....40 to 50% some....40 to 20% little..20 to 10% trace...10 to 1%

WHERE OTHERWISE NOTED.

CLASSIFICATION AND TERMS

SOILS WERE VISUALLY CLASSIFIED ACCORDING

TO THE "UNIFIED SOIL CLASSIFICATION SYSTEM."

SUBSURFACE EXPLORATION WAS CONDUCTED BY

SOILS: SEDIMENT OR OTHER UNCONSOLIDATED PARTICLES

I.D. USING 140 POUND HAMMER DROPPED 30 INCHES, EXCEPT

FOR BORING LOCATIONS SEE PLAN SHEETS.

SUBSURFACE EXPLORATION NOTES

BEDROCK: NATURAL SOLID MINERAL MATTER (ROCK) OCCURRING

IN GREAT THICKNESS AND EXTENT IN ITS NATURAL LOCATION.

NORMALLY UNDERLIES SOIL.

BLOWS/FT ON SAMPLE SPOON, 2 INCH O.D. AND 1.375 INCH

DATUM = Mean Low Water (M. L. W.)

3. DATE OF EXPLORATION

USCS = Unified Soil Classification Symbol

% G = Percent Gravel-sized particles

% S = Percent sand-sized particles

LL = Liquid Limit PL = Plastic Limit

% H2O = Water Content (Wt H20 / Wt Dry Soil)

SG = Specific Gravity

% F = Percent fines (silt and clay)

4. TABLE OF SOIL TESTING - ABBREVIATIONS

PI = Plasticity Index ( LL- PL)

SVP GTB1 and SVP GTB2 - November 2003

DH-1 through DH-6 - April 2003

Cobbles (3" - 8") and Boulders (greater than 8")

LEGEND

Inorganic to slightly organic SILT with slight plasticity

Silty SAND or SAND-SILT mixtures

Clayey SAND or SAND-CLAY mixtures

Sandstone Bedrock

V-101

R V

E Y B

A S

E M

A P

5 EXISTING CONTOURS

LEGEND

SURVEY SHEET OUTLINES

0100 100 200FT

SCALE: 1’’= 100’

SHEET V-102

SHEET V-103

SHEET V-104

SURVEY COMPANY:

PROJECT MANAGER:

SURVEY DATE:

SURVEY MERIDIAN AND

COORDINATES:

SURVEY VERTICAL DATUM:

HORIZONTAL CONTROL:

VERTICAL CONTROL:

ADDITIONAL INFORMATION

HARTMANN ASSOCIATES INC.

HOWARD HARTMANN PLS

AUGUST 2005

NORTH AMERICAN DATUM OF 1983/CORS (NAD83)

NEW YORK STATE PLANE, EAST ZONE

NATIONAL GEODETIC VERTICAL DATUM OF 1988 (NAVD 1988)

THREE CORS STATIONS: NJMT, NJ12, AND SHK1 (ALL PART OF THE

NATIOAL SPATIAL REFERENCE SYSTEM, NSRS)

FOUR FIRST ORDER NATIONAL GEODETIC SURVEY BENCH MARKS:

NJMT, SHK1, W34OECC, AND M34OECC

NO UTILITIES SEARCHED FOR OR SURVEYED

ROGERS SURVEY, 2006 : SURVEY INFORMATIONHARTMANN SURVEY, 2005 : SURVEY INFORMATION

SURVEY COMPANY:

PROJECT MANAGER:

SURVEY DATE:

SURVEY MERIDIAN AND

COORDINATES:

SURVEY VERTICAL DATUM:

ADDITIONAL INFORMATION:

EQUIPMENT:

SURVEY DATUM:

HARTMANN SURVEYING, 2005 SURVEY AREA

(WITH CONVERTED COORDINATE SYSTEM)

ROGERS SURVEYING, 2006 SURVEY AREA

ROGERS SURVEYING, PLLC

DANIEL ROGERS

2 AUG 2006 - 11 DEC 2006

NEW YORK, LONG ISLAND LAMBERT (NAD 1983)

NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 1988)

DATA IS REPRESENTATIVE OF A LARGER DATA SET AND CONTOURS

WERE CREATED WITH A LARGER DATA SET.

TOPOGRAPHIC DATA DEPICTED WAS COLLECTED USING CLASS 1

SURVEY STANDARDS IN ACCORDANCE WITH EM 1110-2-1005.

TRIMBLE R8 GPS TOTAL STATION

LEICA TCRA 1102 TOTAL STATION

THE RTK GPS WAS REFERENCED TO BASE STATION *ROGERS*

(ELEV.=61.192’ NAVD88), WHICH IS PART OF A GPS BASE NETWORK

OPERATED BY NEW YORK PRECISION OF LONG ISLAND, NEW YORK.

THE NATIONAL GEODETIC SURVEY’S ON-LINE POSITIONING USER

SERVICE (OPUS) IS USED IN THE DETERMINATION OF THE BASE

STATION HORIZONTAL AND VERTICAL POSITION.

NOTES:

1. FOR THIS PROJECT, TWO SEPARATE SURVEYS HAD TO BE COMBINED TO CREATE AN APPROXIMATE

COMPOSITE SURVEY FROM WHICH THE PROJECT DESIGNS ARE BASED.

2. THE FIRST SURVEY WAS COMPLETED IN 2005 BY HARTMANN ASSOCIATES IN THE NEW YORK STATE

PLANE EAST ZONE COORDINATE SYSTEM.

3. THE SECOND SURVEY WAS COMPLETED IN 2006 BY ROGERS SURVEYING IN THE NEW MERCATOR

NEW YORK, LONG ISLAND LAMBERT STATE PLANE COORDINATE SYSTEM.

4. THE PROJECT IS IN THE NEW MERCATOR NEW YORK, LONG ISLAND LAMBERT STATE PLANE

COORDINATE SYSTEM AND THEREFORE THE 2005 SURVEY HAD TO BE CONVERTED TO THIS SYSTEM.

5. THE TWO SURVEYS OVERLAP ALONG THE EDGES AND THEREFORE THE BEST FIT INFORMATION WAS

UTILIZED IN THE COMPOSITE SURVEY FOR DESIGN.

6. THE FOLLOWING SHEETS (V-102 THROUGH V-104) DISPLAY THE COMPOSITE SURVEY OF THESE TWO

SURVEYS FOR THE PROJECT AREAS.

7. THE SURVEY INFORMATION DEPICTED REPRESENTS THE RESULTS OF SURVEYS MADE ON THE DATES INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT

THE TIME.

D e s c ri p ti o n

D a te

A p p r.

8 7 6 5 4 3 2 0

G p r.

D a te

D e s c ri p ti o n

M a rk

D e s ig n e d b y

A N

S I

S iz e

D a te

A M

D w n b y

A M

C k d b y

S o li c it ia ti o n n o

C o n tr a c t n o

P lo t d a te

P lo t b y

S c a le

R e v ie w e d b y

S u b m it te d b

A R

M Y E

N G

E E

R D

T R

P S O

F E

N G

E E

W Y

O R

N E

W Y

O e n a m e

V P a le n \S o u n d v ie w p a rk \1

D e s ig n \S

V P a rk

V -1 a n d .d g n

-J

U L -2

E E

N D

A M

:1 .0

Sheet reference number:

SHEET of 30

A M

P a l e n

S o u n d v i e w p a r k s i g n

S V

P a r k

V a n d d g n

E N

D A

M P

S u b m i t t e d b y

U L

P l t e

J u n e

S O

U N

D V

W P

A R

A Q

U A

C O

S Y

S T

E M R

E S

T O

R A

B R

O N

N E

W Y

O R

CONC.

D.W.

C.P

CONC.

D.W.

CONC.

O.P

CONC.

D.W.

C O

DIRT +

GRAVEL ROAD

N 234,500

N 235,000

N 235,500

N 235,000

N 234,000 N 234,000

N 235,500 N 235,500

5’

5’ 5’

5’

10’

A S

P H

A L

ASPHALT

A S P

H A L T

ASPHALT

S E

L E

L A

E N

U E

GILDERSLEEVE

AVE.

A V

15’

ASPHALT

20’

20’2

20’

’20’

’ 2

25’2

25’

CONC.

D.W.

5.0 ’ C

ONC.

WALL

CONC.

S.W.

L A

W R

E N

U E

PATERSON

AVENUE

B E

E N

U E

T A

Y L

E N

E R I

E N

OBRIEN AVENUE

L A

E N

M M

O N

W E

A L

E N

040 40 80 FT

SCALE: 1’’= 40’

5.0 ’ C

ONC.

WALL

25’2

25’

5’

5’ 5’

5’

10’

15’

20’

20’2

20’

’20’

5.0 ’ C

ONC.

WALL

25’2

25’

5’

5’ 5’

5’

10’

15’

20’

20’2

20’

’20’

25’

0 0

0 5

20’

LOCATION KEY

THIS SHEET: V-102

V-102

S U

R V

E Y S

H E

T O

MATCH-LINE MATCH-LINE

MATCH TO V-103

LEGEND

STRUCTURES

14.3 SPOT ELEVATIONS

CONTOURS LINES

M A

SURVEY NOTE:

THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF

SURVEYS MADE ON THE DATES INDICATED AND CAN ONLY BE CONSIDERED

THE GENERAL CONDITIONS EXISTING AT THE TIME.

COORDINATES REFER TO THE NEW MERCATOR NEW YORK, LONG ISLAND

LAMBERT STATE PLANE COORDINATE SYSTEM (NAD 1983).

10’0" X 9’0"

PIPE (R5)

(N.F.V.

, S.N.3

D e s c ri p ti o n

D a te

A p p r.

8 7 6 5 4 3 2 0

G p r.

D a te

D e s c ri p ti o n

M a rk

D e s ig n e d b y

A N

S I

S iz e

D a te

A M

D w n b y

A M

C k d b y

S o li c it ia ti o n n o

C o n tr a c t n o

P lo t d a te

P lo t b y

S c a le

R e v ie w e d b y

S u b m it te d b

A R

M Y E

N G

E E

R D

T R

P S O

F E

N G

E E

W Y

O R

N E

W Y

O e n a m e

V P a le n \S o u n d v ie w p a rk \1

D e s ig n \S

V P a rk

V -1 a n d .d g n

-J

U L -2

E E

N D

A M

:1 .0

Sheet reference number:

SHEET of 30

A M

P a l e n

S o u n d v i e w p a r k s i g n

S V

P a r k

V a n d d g n

E N

D A

M P

S u b m i t t e d b y

U L

P l t e

J u n e

S O

U N

D V

W P

A R

A Q

U A

C O

S Y

S T

E M R

E S

T O

R A

B R

O N

N E

W Y

O R

N 235,500

N 235,000

MH#9

MH#10

Stan d Pi pe

6" ATLANTIS

8" ATLANTIS

12" POPLAR

6" ATLANTIS (2)

8" POPLAR

10" POPLAR (2)

12" POPLAR

10" POPLAR (2)

10" POPLAR

12" POPLAR

10" POPLAR

8" POPLAR (2)

8" POPLAR

6" POPLAR

8" POPLAR

12" POPLAR

6" POPLAR

8" POPLAR

10" POPLAR

12" POPLAR

15" POPLAR

14" POPLAR

8" POPLAR (2)

8" POPLAR

10" POPLAR

15" POPLAR (2)

7" BLACK CHERRY (3)

20" MULBERRY

10" BOXELDER (2)

7" BLACK CHERRY (3)

7" ELM (2)

11" POPLAR

8" POPLAR

11" POPLAR

8" POPLAR (3)

11" POPLAR

8" POPLAR

8" POPLAR (2)

16" POPLAR

14" POPLAR

8" POPLAR (2)

8" POPLAR

10" POPLAR

7" POPLAR

12" POPLAR

10" POPLAR

20" POPLAR

10" POPLAR

6" POPLAR

11" POPLAR

8" POPLAR (2)

BRUSH

BRUSH BRUSH

BRUSH

LOCUST

8" SUMAC

24" MULBERRY

16" POPLAR

18" POPLAR

20" POPLAR

16" POPLAR

18" POPLAR

16" POPLAR

20" POPLAR

10" POPLAR

14" POPLAR

10" POPLAR

7" POPLAR

9" POPLAR

10" POPLAR

14" POPLAR

9" POPLAR

28" POPLAR

32" BOXELDER

33" MULBERRY

10" BLACK CHERRY

30" ALANTIS

10" ALANTIS

35" POPLAR

QUAD POPLAR

10"-10"-10"-12"

14" ALANTIS 13.8

14.1

14.2

6" ELM

14.2

14.3

14.3 14.3

14.4

14.5

20" POPLAR

14.5

6" SUMAC

16" SUMAC

6" LOCUST

18"

WILLOW OAK

18" POPLAR

14.7

8" CHERRY

14.8

10"

TREE OF HEAVEN15

15’

24" POPLAR

15.1

15.3

15.4 8" SUMAC

15.6

16.0

14"

TREE OF HEAVEN

16.1

16.2

16.3

16.4

16.5

16.6

16.7

16.8

16.9

17.2

17.3

17.6

17.7

17.9

18.0

18.2

18.3

18.7

19.0

19.1

19.2

19.6

19.8

19.9

20’

20’2

’ 2

20.3

20.8

20.9

21.0

21.2

22.0

25’2

25’

2 STORY FRAME

BRUSH

BRUSH BRUSH

BRUSH

POOL

P O

O L

C K

2 STY

FRAME

# 17

2 STY

BRICK

# 17

2 STY

BRICK

# 17

2 STY

FRAME

# 17

2 STY

FRAME

# 17

832 STY

FRAME

# 17

2 STORY FRAME

# 41

# 3

SHED

FR.

SHED

# 3

GARAGE

2 S

TY F

RAME

2 S

TY F

RAME

2 S

TY F

RAME

2 S

TY F

RAME

C K

BRUSH

LOCUST

8" SUMAC

24" MULBERRY

16" POPLAR

18" POPLAR

20" POPLAR

16" POPLAR

18" POPLAR

16" POPLAR

20" POPLAR

10" POPLAR

14" POPLAR

10" POPLAR

7" POPLAR

9" POPLAR

10" POPLAR

14" POPLAR

9" POPLAR

28" POPLAR

32" BOXELDER

33" MULBERRY

10" BLACK CHERRY

30" ALANTIS

10" ALANTIS

35" POPLAR

QUAD POPLAR

10"-10"-10"-12"

14" ALANTIS

7.9

8.4

8.5

11.9

12.8

T R

TRAIL

13.2

N C

V C

6" ELM

N C

A V

14.4

14.5

20" POPLAR

6" SUMAC

16" SUMAC

6" LOCUST

18"

WILLOW OAK

18" POPLAR

8" CHERRY

14.8

14.9

10"

TREE OF HEAVEN

A L

F E

N C E

15’

8.0 CHAIN LINK FENCE

15.0

24" POPLAR

15.4

8" SUMAC

15.5

15.6

15.7

15.8

14"

TREE OF HEAVEN

16.1

16.2

16.3

16.4

16.5

16.6

16.8

17.1

17.2

8’6" X 8’0"

PIPE (R5)

(N.F.V.

, S.N.3

’9

’0

N .F .V

S .N .3

’9 "X

’0 "P

N .F .V S .N .3

RIM=14.33

INV=-0.8

18.8

20’

20’2

’ 2

20.8

1.6

SUMMER VEGETATION

2 STY BRICK FRAME

2 STY BRICK

& FRAME

2 STY BRICK

& FRAME

2 STY BRICK

& FRAME

STORY

BRICK & FRAME

# 33

# 34

# 35

# 34

# 35

# 17

SHED

22.9

23.4 24.3

25’2

25’

SUMMER VEGETATION

S U

M M

ETA

TIO

H A I

L I

N K

F E

N C E

N C

L A

W R

E N

U E

PATERSON

AVENUE

B E

E N

U E

C O

M M

O N

W E

A L

E N

5.0 ’ C

ONC.

WALL

25’2

25’

5’

5’ 5’

5’

10’

15’

20’

20’2

20’

’20’

5.0 ’ C

ONC.

WALL

25’2

25’

5’

5’ 5’

5’

10’

15’

20’

20’2

20’

’20’

25’

0 0

0 5

20’

LOCATION KEY

THIS SHEET: V-103

V-103

S U

R V

E Y S

H E

T O

040 40 80 FT

SCALE: 1’’= 40’

LEGEND

FLOW

STRUCTURES

14.3 SPOT ELEVATIONS

CONTOURS LINES

FLOW DIRECTION OF BRONX RIVER

MARSH DRAINAGE LINE OR SHORELINE

MATCH-LINE

MATCH TO V-102

MATCH-LINE

M A

T C

L I

N E

M A

T C

L I

N E

M A

SURVEY POINT SV2

COORDINATE NYS PLANE EAST NY LONG ISLAND LAMBERT

NORTHING 720,788.28 234,584.2

EASTING 667,907.34 1,021,637.9

SURVEY CONTROL POINT

SURVEY NOTE:

THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF

SURVEYS MADE ON THE DATES INDICATED AND CAN ONLY BE CONSIDERED

THE GENERAL CONDITIONS EXISTING AT THE TIME.

COORDINATES REFER TO THE NEW MERCATOR NEW YORK, LONG ISLAND

LAMBERT STATE PLANE COORDINATE SYSTEM (NAD 1983).

NOTES:

1. SURVEY CONTROL POINT INFORMATION IS FROM THE 2005 SURVEY BY HARTMANN ASSOCIATES

INC. IN THE NEW YORK STATE PLANE EAST ZONE COORDINATE SYSTEM.

2. THESE COORDINATES ARE CONVERTED TO THE NEW MERCATOR NEW YORK, LONG ISLAND

LAMBERT STATE PLANE COORDINATE SYSTEM BELOW.

D e s c ri p ti o n

D a te

A p p r.

8 7 6 5 4 3 2 0

G p r.

D a te

D e s c ri p ti o n

M a rk

D e s ig n e d b y

A N

S I

S iz e

D a te

A M

D w n b y

A M

C k d b y

S o li c it ia ti o n n o

C o n tr a c t n o

P lo t d a te

P lo t b y

S c a le

R e v ie w e d b y

S u b m it te d b

A R

M Y E

N G

E E

R D

T R

P S O

F E

N G

E E

W Y

O R

N E

W Y

O e n a m e

V P a le n \S o u n d v ie w p a rk \1

D e s ig n \S

V P a rk

V -1 a n d .d g n

-J

U L -2

E E

N D

A M

:1 .0

Sheet reference number:

SHEET of 30

A M

P a l e n

S o u n d v i e w p a r k s i g n

S V

P a r k

V a n d d g n

E N

D A

M P

S u b m i t t e d b y

U L

P l t e

J u n e

S O

U N

D V

W P

A R

A Q

U A

C O

S Y

S T

E M R

E S

T O

R A

B R

O N

N E

W Y

O R

N 234,500

FLOW

BRONX RIVER

-3.3

-2.6

-2.1

-2.0

-1.9

-1.8

-1.6

-1.2

-1.0

-0.0

BRUSH

RIP-RAP

SUM 72" POPLAR

14.5" POPLAR (2)

BRUSH

4" LOCUST

8" SUMAC

20" POPLAR

24" MULBERRY

24" POPLAR

30" POPLAR

15" POPLARS (3)

32" POPLAR

16" POPLAR

20" POPLAR

18" POPLAR

20" POPLAR

32" MULBERRY

7" POPLAR

16" POPLAR

18" POPLAR

16" POPLAR

10" POPLAR

4" SUMAC

14" POPLAR

30" ALANTIS

35" POPLAR

QUAD POPLAR

10"-10"-10"-12"

20" BLACK CHERRY (2)

SUM 40" POPLAR

1.2

1.3

1.4

1.8

5’

5’ 5’

5’

6.0

6.1

10’

10"

TREE OF HEAVEN

10"

TREE OF HEAVEN

14"

TREE OF HEAVEN

16"

TREE OF HEAVEN

20"

TREE OF HEAVEN

TRAIL

10" POPLAR

12" MULBERRY

6" MULBERRY

10" SUMAC

ASPHALT

13.9

8" MULBERRY

12"

TREE OF HEAVEN

14.2

14.3

14.3 14.3

6" SUMAC

14.5

20" POPLAR

6" SUMAC

12" SUMAC

14.6

14.7

8" CHERRY

4" MULBERRY

14.8

14.9

10"

TREE OF HEAVEN15

15’

15.0

24" POPLAR

15.1

15.3

15.4 8" SUMAC

15.5

15.7

15.9

8" SUMAC10" SUMAC

16.0

14"

TREE OF HEAVEN

16.0

16.1

16.2

30" POPLAR

16.3

16.4

16.7

2 6" SUMACS

16.8

4" POPLAR

16.8

4" LOCUST

16.9

17.2

17.3

24"

POPLAR

28" POPLAR

17.3

17.4

17.5

17.6

5" SUMAC

4" MULBERRY

26" POPLAR

17.7

5" SUMAC

17.7

17.8

4" POPLAR

17.8

17.9

4" POPLAR

18.1

4" LOCUST

6" POPLAR

8" LOCUST

ASPHALT

18" POPLAR

3 6"

LOCUSTS

SV2

N 720788.28

E 667907.34

ELEV. 18.52

REBAR

18.6

2 8" LOCUSTS

18.6

8"5"

18.7

18.8

8" LOCUST

18.9

16"

POPLAR

19.0

18.9

GROUP OF LOCUSTS

8" QUAD

MULBERRY

19.1

19.3

ASPHALT

19.4

19.5

19.6

MULBERRY

19.7

19.8

19.9

20’

’ 2

20.0

20.1

20.2

20.3

20.4 20.5

20.5

20.7

20.8

20.9

24" POPLAR

21.0

21.1

21.2

21.2 21.3

21.3

21.4

21.5

21.7

21.8

21.9

22.0

SUMMER VEGETATION

22.8

23.3

SUMMER VEGETATION

23.7

23.9

24.2

24.3

24.7

25.5

SUMMER VEGETATION

5.0 ’ C

ONC.

WALL

25’2

25’

5’

5’ 5’

5’

10’

15’

20’

20’2

20’

’20’

5.0 ’ C

ONC.

WALL

25’2

25’

5’

5’ 5’

5’

10’

15’

20’

20’2

20’

’20’

25’

0 0

0 5

20’

LOCATION KEY

THIS SHEET: V-104

V-104

S U

R V

E Y S

H E

T O

M A

T C

L I

N E

M A

T C

L I

N E

MATCH TO V-102

SURVEY NOTE:

THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS

OF SURVEYS MADE ON THE DATES INDICATED AND CAN ONLY BE

CONSIDERED THE GENERAL CONDITIONS EXISTING AT THE TIME.

COORDINATES REFER TO THE NEW MERCATOR NEW YORK, LONG ISLAND

LAMBERT STATE PLANE COORDINATE SYSTEM (NAD 1983).

040 40 80 FT

SCALE: 1’’= 40’

SURVEY POINT SV3

LEGEND

STRUCTURES

14.3 SPOT ELEVATIONS

CONTOURS LINES

SURVEY CONTROL POINT

POINT COORDINATE SYSTEM COORDINATE

SURVEY POINT SV4

POINT COORDINATE SYSTEM COORDINATE

SV3 NYS PLANE EAST

NORTHING 721,014.89

EASTING 669,621.77

NY LONG ISLAND LAMBERT

NORTHING 234,801.0

EASTING 1,023,353.5

SV4 NYS PLANE EAST

NORTHING 720,711.04

EASTING 669,261.62

NY LONG ISLAND LAMBERT

NORTHING 234,499.2

EASTING 1,022,991.7

MARSH DRAINAGE LINE

OR SHORELINE

NOTES:

1. SURVEY CONTROL POINT INFORMATION IS FROM THE 2005

SURVEY BY HARTMANN ASSOCIATES INC. IN THE NEW YORK

STATE PLANE EAST ZONE COORDINATE SYSTEM.

2. THESE COORDINATES ARE CONVERTED TO THE NEW

MERCATOR NEW YORK, LONG ISLAND LAMBERT STATE PLANE

COORDINATE SYSTEM BELOW.

D e s c ri p ti o n

D a te

A p p r.

8 7 6 5 4 3 2 0

G p r.

D a te

D e s c ri p ti o n

M a rk

D e s ig n e d b y

A N

S I

S iz e

D a te

A M

D w n b y

A M

C k d b y

S o li c it ia ti o n n o

C o n tr a c t n o

P lo t d a te

P lo t b y

S c a le

R e v ie w e d b y

S u b m it te d b

A R

M Y E

N G

E E

R D

T R

P S O

F E

N G

E E

W Y

O R

N E

W Y

O e n a m e

V P a le n \S o u n d v ie w p a rk \1

D e s ig n \S

V P a rk

V -1 a n d .d g n

-J

U L -2

E E

N D

A M

:1 .0

Sheet reference number:

SHEET of 30

A M

P a l e n

S o u n d v i e w p a r k s i g n

S V

P a r k

V a n d d g n

E N

D A

M P

S u b m i t t e d b y

U L

P l t e

J u n e

S O

U N

D V

W P

A R

A Q

U A

C O

S Y

S T

E M R

E S

T O

R A

B R

O N

N E

W Y

O R

N 234,500

’9

’0

N .F .V

S .N .3

) RIM=14.18

10’0" X 9’0" PIPE (R5)(N.F.V., S.N.3)

MH#8

-3.7

-3.5

-2.8

-2.6

-2.4

-2.3

-2.1

-1.9

-1.8

-1.6

-1.6 -1.6

-1.5

-1.4

-1.3-1.3

-1.3

-1.2

-1.1

-1.0

-0.9

-0.8

-0.7

-0.7-0.6

-0.6

-0.5

-0.4

-0.3

-0.2

DOCK

-0.2

BRUSH

POOL

2 STY

BRICK

# 18

R A

CONC.

D.W.

# 3

C.P

CONC.

PATIO

SHED

CONC.

D.W.

CONC.

# 3

C O

STY

FRAME

1 STY

FRAME

1�

STY FR.

# 18

2 S

TY B

RICK

2 S

BRICK

& F

RAME

1�STY

FRAME

# 3

2 S

TY B

& F

RAME

# 3

2 S

TY B

RICK

& F

RAME

S T

F R

A M E

B R I C

& B

RICK

DIRT +

GRAVEL ROAD

O C

K A

0.2

BRUSH

LOCUST

26" POPLAR

8" POPLAR

6" POPLAR

8"POPLAR

8" SUMAC

6" POPLARS (2)

10" BRADFORD PEAR

5" POPLARS (2)

14" ALANTIS

8" POPLAR

10" POPLAR

27" POPLAR

11" POPLAR

7" POPLAR

9" POPLAR

11" POPLAR

7" POPLAR

8" POPLAR

11" POPLARS (2)

9" ALANTIS

1.7

1.8

1.9

2.1

2.2

2.3

2.8

3.1

3.2

3.3

3.6 3.7

3.8

3.9

4.3

4.6

4.7

5.1

5.2

5.4

5.5

5.6

5.7

5.9

5.9 6

66.2

6.2

PATIO

6.6

6.7

6.8

6.9

7.0 7

7.0

7.1

7.2

7.4

7.6

7.7

DECK

7.8

7.9

8.1

8.2

8.4

8.5

15" POPLAR

8.6

8.7

8.8

TREE OF HEAVEN

PATIO

8.8

PATIO

8.9

9.0

8.9 9

9.0

9.1

12" POPLAR

9.2

18" POPLAR

9.3

9.4

9.49.4

9.5

10" POPLAR

9.6

8" POPLAR

6" MAPLE

9.9

6" LOCUST

10.1

10.2

15"

TREE OF HEAVEN

10.4

10.6

10.7

SV4

N 720711.04

E 669261.62

ELEV. 10.75

REBAR

10.8

10.9

11.0

11.1

14"

ROYAL PALONIA

11.3

11.4

11.5

4" ELM

11.6

11.7

11.8

12" SUMAC

2 8" ELMS

11.9

12.0

4" ELM

12.1

20"

TREE OF HEAVEN

QUAD 12" POPLAR

12.2

A S

P H

A L

12.2

8" SUMAC

12.3

16" POPLAR

12.4

12.5

12.6

14" LOCUST

12.7

12.8

6" POPLAR

13.0

BRUSH

13.0

10" POPLAR

6" LOCUST

13.1

16" WALNUT

13.1

13.2

10" MAPLE

13.2

13.2 13.2

4" POPLAR

13.2

13.3

12" MULBERRY

8" LOCUST

6" POPLAR

13.3

4" POPLAR

8" POPLAR

13.3

13.4

12"

TREE OF HEAVEN

13.4

8" POPLAR

12" LOCUST

ASPHALT

16" POPLAR

13.5

12"

TREE OF HEAVEN

12" LOCUST

13.6

13.6 A S P

H A L T

13.6

12" LOCUST

18" LOCUST

13.6

13.7

32" POPLAR

13.7

13.8

24" POPLAR

13.8

13.9

ASPHALT

9" BRADFORD PEAR

13.9

22" POPLAR

13.9

BRUSH

L E

L A

E N

U E

14.0

8" MULBERRY

14.1

6.0’

PVC

6.0’

PVC

7.0’

CLF

6.0’ PVC

8" BRADFORD PEAR

V C

14.2

6" ELM

14.2

QUAD 15" POPLAR

14.2

14.3

14.4

8" BRADFORD PEAR

14.4

24" POPLAR

14.5

20" POPLAR

14.5

20" POPLAR

16" POPLAR

14.5

6" SUMAC

14.6

16" SUMAC

6" LOCUST

14.6

C B

6" SUMAC

14.6

18"

WILLOW OAK

24" POPLAR

18" POPLAR

14.7

14.7 14.7

14.7

6" LOCUST

14.7

8" LOCUST

14.8

8" CHERRY

12" LOCUST

6" LOCUST

9" BRADFORD PEAR

14.8

14.9

18" LOCUST

14.9

6" LOCUST

10" LOCUST

10"

TREE OF HEAVEN

14.9

FRAME

GARAGE

1 STY

FRAME

1 STY

FRAME

O D

N C

6" LOCUST

6" MULBERRY

28" POPLAR

24" POPLAR

8" LOCUST

15.1

DECK

15.2

15.3

SV3

N 721014.89

E 669621.77

ELEV. 15.28

RR SPIKE

15.3

TREE OF HEAVEN

15.3

12" MAPLE 15.4

C B

8" LOCUST

15.4 8" SUMAC

15" LOCUST

15.5

16" LOCUST

W A

L L

R E

T A I

N I

N G

W A

L L

R E

T A I

N I

N G

12" POPLAR

15.7

3 8" LOCUSTS

15.8

15.9

16.0

14"

TREE OF HEAVEN

16.0

18" LOCUST

16.2

16" MAPLE

30" POPLAR

16.3

12" LOCUST

16.4

16.7

8" MAPLE

10" LOCUST

17.2

24"

POPLAR

17.3

17.4

17.6

15" LOCUST

5" SUMAC

26" POPLAR

17.7 3 8"

LOCUSTS

17.8

4" POPLAR

DECK

18.1

6" POPLAR

18.2

10" LOCUST

POSTS

8" MAPLE

GATE

POSTS

8" MAPLE

10"

TREE OF HEAVEN

10" LOCUST

8" MAPLE

1 STY FR.

GARAGE

CONC.

D.W.

CONC.

D.W.

2 STY FRAME

A M

1 STY BRICK

# 25

1 STY BRICK

# 25

1 STY FRAME

# 11

1 STY FRAME

# 11

1 STY FRAME

# 11

2 STY FRAME

# 11

2 STY FRAME

# 11

1 STY FRAME

# 11

2 STY FRAME

# 11

1 STY FRAME

# 12

1 STY FRAME

# 12

1 STY FRAME

# 12

1 STY FRAME

# 1

1 STY FRAME

GARAGE

1 STY FRAME

# 11

2 STY FRAME

# 11

1 STY FRAME

# 11

1 STY FRAME

# 12

1 STY FRAME

# 12

2 STY

FR.

2 STY

MASONRY

1 STY FRAME

# 12

S U

M M

ETA

TIO

SUMMER VEGETATION

SUMMER V

EGETATION

5.0 ’ C

ONC.

WALL

6.0

METAL F

5.0

METAL F

CONC.

S.W.

5.0 ’ C

ONC.

WALL

4.0’

CLF

2 STY

2 STY FRAME

# 11

1 STY FRAME

# 11

T A

Y L

E N

E R I

E N

OBRIEN AVENUE

L A

E N

File details come from the government source that posted it. Updated Nov 14, 2017.