Soundview-Plans-p1.pdf

PDF 9 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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Plans 1

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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
Soundview-Plans-p3.pdf	PDF	Jul 19, 2011
Specs.pdf	PDF	Jul 19, 2011
Soundview-Plans-p2.pdf	PDF	Jul 19, 2011
Solicitation.pdf	PDF	Jul 19, 2011

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Manhattan

Queens

Bronx

Soundview

Park

CROSS BRONX EXPY

H E

N R

H U

D S

P K

W Y

QUEENSBORO BRIDGE

T R I B

O R

O U

G H

B R I

D G E

T H

R O

G S

D G

B R

O N

W H I T E S T

D G E

B R

U C

K N

X P

QUEENS BLVD

V A

LONG ISLAND EXPY

G R

N T

R A

K W

W H I

T E

S T

P Y

CROSS ISLAND PKWY

M A J

E G

P Y

H A

R L

W Y

H U

T C

H I

N S

W Y

Randalls

Island

Rikers

Island

N T R

A L

K W

GEORGE

WASHINGTON

BRIDGE

THIS PROJECT

SOUNDVIEW PARK

HUNTS POINT-LONGWOOD

S o u n d v i e w v e

La fa ye tt e Av e

Ra nd al l

Av e

W h i t l a i n s d

Pa tt er so n Av e

F o o n t r

E d g e w a t

E Ba y Av e

A v e

Vi el e Av e

H u n t s

P o i n e

A p a r k t r a i l

BRONX RIVER

SHEET NO. TITLE DRAWING NO.

I N D E X T O D R A W I N G S

A M

G-001

C O

V E

R S

H E

E T A

N D I

N D

E X

1 COVER SHEET AND INDEX G-001

2 PROJECT NOTES G-002

3 PROJECT AND OPTION AREAS G-101

4 BASELINE PROJECT ALIGNMENT G-102

5 PROJECT AND DEMOLITION LIMITS C-101

6 MARSH RESTORATION AREA C-102

7 EXCAVATION PLAN C-103

8 MARSH DRAINAGE ALIGNMENT C-104

9 NEW BIKE PATH C-105

10 ONSITE PLACEMENT AREA C-106

11 OPTION #3 SITE PLAN C-107

12 OPTION #4 SITE PLAN C-108

13 OPTION #5 SITE PLAN C-109

14 OPTION #6 SITE PLAN C-110

15 WORKSITE ACCESS AND STAGING AREAS GC-101

16 TREE PROTECTION PLAN GC-102

17 EROSION & SEDIMENT CONTROL PLAN GC-103

18 EROSION & SEDIMENT CONTROL DETAILS GC-501

19 ROADWAY DETAILS GC-502

20 MARSH PLANTING PLAN CE-101

21 PLANTING TABLES & DETAILS CE-501

22 PLANTING TABLES CE-502

23 MARSH CROSS SECTIONS CG-301

24 ONSITE PLACEMENT CROSS SECTIONS CG-302

25 OPTION AREA CROSS SECTIONS CG-303

26 SUBSURFACE EXPLORATION B-601

27 SURVEY BASE MAP & DATA V-101

28 SURVEY SHEET (1 OF 3) V-102

29 SURVEY SHEET (2 OF 3) V-103

30 SURVEY SHEET (3 OF 3) V-104

SECTION 206:

AQUATIC ECOSYSTEM RESTORATION

BRONX, NEW YORK

SOUNDVIEW PARK

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

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A P

P R

US Army Corps of Engineers

D A

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O T D

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C T N

APPROVED FOR TECHNICAL ADEQUACY BY:

DATE

APPROVED BY:

APPROVAL RECOMMENDED BY:

This project was designed by the U.S. Army Corps of Engineers. The initials or signatures and registration designations of individuals appear on these project documents, within the scope of their employment as required by ER 1110-1-8152.

SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION AND APPROVAL

OF ALL DRAWINGS IN THIS SET AS INDEXED ON THIS SHEET

-J

U L -2

E E

N D

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P L

O T

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P a rk

G -0 a n d .d g n

DESIGN TEAM LEADER

CHIEF, DESIGN BRANCH

CONCURRED BY:

TECHNICAL MANAGER

APPROVAL RECOMMENDED BY:

CHIEF, ENGINEERING MANAGEMENT BRANCH

CHIEF, ENGINEERING DIVISION

New York District

P a l e n

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

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K h tt p /w w w .n a n .u s a c e .a rm y .m il

SHEET

REFERENCE

NUMBER

2 3 4 5

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D A

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VICINITY MAP

NOT TO SCALE NOT TO SCALE

LOCATION PLAN

US Army Corps of Engineers

New York District

M A

R D

E R

WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE

INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED

IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE

EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.

ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED

BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY

REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE

SCALED TO OBTAIN DIMENSIONS OR DISTANCES.

C O

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G-001

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SHEET OF 30

G-002

O J E

1. Prior to Construction Activities, the Contractor Shall Field Survey the Project Property and

Easement Limits.

EXCAVATION NOTES:

ECOSYSTEM RESTORATION NOTES:

SOIL EROSION AND SEDIMENT CONTROL NOTES:

3. Permanent vegetation shall be seeded on all exposed areas within 10 days after final grading. All critical areas subject to erosion shall receive temporary seeding.

4. No truck backwash is permitted within the graded areas, and must be tracked outside the Limit of

Disturbance.

1. Soil erosion and sediment control practices must be installed prior to any major soil disturbance or in their proper sequence, and maintained until protection is establised.

FILTER FABRIC

1. This document was prepared for the New York State Department of State with funds provided under Title 11 of the Environmental Protection Fund.

5. The environmental resources within the project boundaries and those affected outside the limits of permanent work shall be protected during the entire duration of this contract. The Contractor shall comply with all applicable environmental Federal, State, and local laws and regulations. The

Contractor shall be responsible for any delays and costs associated with those delays resulting from failure to comply with environmental laws and regulatiions.

2. At the end of construction, the Contractor shall restore the site to the satisfaction of the COR, including all paved areas, gravel parking areas, dirt roads, curbing, utilities, marsh areas, and other features that may have been damaged by construction activities.

3. Excavation of channels and salt pannes shall be accomplished by cutting accurately to the cross-sections, grades, and elevations shown on the plans. Excessive excavation shall be backfilled with thoroughly compacted material to the grades shown on the plans to the satisfaction of the

Contracting Officer.

2. Herbivory fencing will be used in the low marsh, transition, and high marsh areas. The herbivory fence must stay in place for at least two growing seasons.

2. Any disturbed areas left for more than 30 days and not subject to construction traffic, must receive temporary seeding. No mulching is permitted. See Section 32 92 19 Seeding for the erosion control seeding mix.

5. No haybales are permitted. See Sheet GC-103 for the Soil Erosion and Sediment Control Plan.

6. Silt fence shall be disposed of to an approved, off-site facility.

1. Filter fabric - separation shall be used for the staging area, worksite access roads, and the marsh overlook (Option #4); See Sheets C-108 and GC-101.

GENERAL NOTES:

11. All coordinates presented in the plans are in New Mercator New York Long Island Lambert State

Plane Coordinate System (NAD 83).

4. Any trees that overhang the work area and have limbs that are damaged during construction shall be pruned according to the American National Standards Institute (ANSI) A300 Standards for Tree

Care Operations, ANSI A300 (Part 1) - 2008 Pruning. Tree pruning shall be limited to "cleaning" and

"raising" operations as explained in this document.

12. All elevations presented in the plans are in the North American Vertical Datum of 1988 (NAVD

1988).

10. The wetland site shall be graded to a tolerance of +/-0.10 feet.

3. The Contractor shall be responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the work. He shall take all necessary precautions for the safety of, and provide the necessary protection to prevent damage or injury to, all employees and to the public, all the work and all the materials and equipment, and all other property at or adjacent to the site, including trees, shrubs, lawns, walks, pavements, roadways, structures and utilities not designated for removal, relocation or replacement in the course of construction. The Contractor is also obligated to adhere to the USACE EM 385-1-1 Safety and Health Requirements Manual (2008) with Errata and Changes.

7. The Contractor shall be responsible for detecting and protecting existing utilities (to remain) from damage during construction. The Contractor is required to notify "Call Before You Dig - New York", (1-800-962-7962, www.digsafelynewyork.com), at least two full working days prior to the start of construction, not including the day of the call, weekends, or holidays. Movement of construction machinery and equipment over existing pipes and utilities during construction shall be at the

Contractor’s risk.

13. Refer to plan sheets V-101 through V-104 for survey dates and information.

CONSTRUCTION SEQUENCING

4. The Contractor shall comply with USACE Safety Requirement: Specification Section 01 35 26, Governmental Safety Requirements.

8. If a utility is inadvertently damaged, it shall be the Contractor’s responsibility to restore that utility to operating condition. The Contractor shall remain at the site with the damaged utility until it has been restored and there is no danger to the public (i.e. exposed live electrical wires, etc.). Should the

Contractor need to cut off utilities or services during the performance of the work, the Borough

Department or Utility Company owning or controlling services shall be notified and requested to cut off these services.

9. The Contractor shall keep the premises, right-of-way and adjacent property free from accumulations of waste materials, rubbish and other debris resulting from the work, as well as all tools, construction equipment and surplus materials, and shall leave the site clean.

10. The Contractor shall so conduct his operations and maintain the work in such condition that adequate drainage shall be in effect at all times. The Contractor will not obstruct existing gutters, ditches and other run-off facilities.

4. Stockpiles shall be kept in a neat and well drained condition, giving due consideration to drainage at all times. The ground surface at stockpile locations shall be cleared, grubbed, and sealed by rubber-tired equipment. Stockpiles shall be surrounded with Silt Fence for soil erosion and sediment control. Silt Fence shall be installed in accordance with Specification Section 02 36 80 SILT FENCE.

6. The excavation work will be performed using long reach excavators during periods of LOW TIDE.

6. The Work Site Access Road and Staging Area shall be located as shown on the plans. Additional staging and stockpiling areas may be sited with approval from the Contracting Officer (COR).

1. It is the responsibility of the Contractor to create and implement an appropriate construction sequence to accomplish the required project work in the allotted contract time.

7. During excavation the Contractor shall abide by the rules and protocols defined in EM 385-1-1

(September 2008 edition) Section 25 - Excavations and Trenching.

8. The Contractor’s personnel, at a minimum, shall have 24 hour hazard awareness training or equivalent (documented past work experience will be considered). Personnel Protective Equipment

(PPE) shall be available. Such PPE can be tyvek coveralls, high top rubber overboots and gloves.

9. If the excavation of HTRW impacted soils is required, the impacted soil (discoloration, odor) will be excavated and placed in segregated piles. Such piles will be marked accordingly and tarped to protect from the weather and to prevent run-off and dispersal of impacted soil within the work zone.

1. Planting of marsh areas are shown on Sheet CE-101. 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 and grade to the precise elevations.

3. Planting Seasons:

- Low Marsh, High Marsh, Low Marsh/High Marsh Transition Plants

Spring (15 April - 15 July)

- Grass Seeding

Spring (1 April - 31 May)

- Trees and Shrubs

Spring (1 April - 15 May) or Fall (15 September - 30 October)

All planting work to occur with approval from the Contracting Officer.

2. If project options are enacted, the Contractor must coordinate the construction sequence plan with the abilities of the New York City Department of Sanitation (DSNY) and the DSNY clean fill contractor.

2. The Contractor shall plan and coordinate the work with the NYC Parks & Recreation Manager

(Raymond Acosta, 718-430-1836) and the USACE Contracting Officer (COR) to minimize traffic interference. The traveling public is to be protected from all damage to persons and properties within the Limits of Disturbance, and the Contractor is to furnish, install, and maintain all warning signs, barricades, lamps, and other traffic control devices in accordance with the 2009 edition of the

MUTCD (Manual on Uniform Traffic Control Devices) and the most current edition of the New York

State Supplement (17 NYCRR Chapter V).

5. Clean fill and compost materials shall be stockpiled separately from excavated materials.

Stockpiles of clean fill and compost shall be protected from contamination that may destroy the quality and fitness of the fill. If the Contractor fails to protect the clean fill stockpiles, the fill becomes unsatisfactory, and the Contractor shall be liable for removing, disposing, and replacing such material with satisfactory clean material from approved sources.

D e s c ri p ti o n

D a te

A p p r.

8 7 6 5 4 3 2 0

8 7 6 5 4 3 2 01910 p r.

D a te

D e s c ri p ti o n

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D e s ig n e d b y

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S I

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A M

D w n b y

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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 y

A R

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Sheet reference number:

SHEET of 30

A M

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080 80 160FT

SCALE: 1’’= 80’

EXISTING CONTOURS

LEGEND

APPROXIMATE LOCATION OF NEW PAVED

BIKE PATH

MARSH RESTORATION AREA (BASE PROJECT

AREA)

G-101

P R

O J E

E A S

OPTION #3 AREA (0.48 ACRES)

OPTION #4 AREA (580 SQ FT)

OPTION #5 AREA (1.86 ACRES)

FLOW

FLOW DIRECTION OF BRONX RIVER

BRONX RIVER

FLOW

B R

O N

R I

V E R

F L O

EXISTING MARSH AREA

OPTION #6 AREA (3.91 ACRES)

ADJACENT CONSTRUCTION PROJECT AREA

LIMIT OF DISTURBANCE FOR

ADJACENT CONSTRUCTION

PROJECT FOR NYC PARKS

PARK ENTRANCE

EXISTING BIKE PATH

APPROXIMATE LOCATION FOR NEW BIKE PATH

EXISTING UTILITY PIPE

APPROXIMATE LOCATION FOR EXISTING

SEWER LINE AND BUFFER

(SEE NOTES ON SHEET G-102)

ONSITE PLACEMENT AREA (BASE PROJECT AREA WITH

CAPPING AS PER OPTION #1 OR OPTIONS #1 AND #2)

NOTES:

1. THE BASE PROJECT AREAS INCLUDE THE MARSH RESTORATION AREA AND THE ONSITE PLACEMENT AREA, AS WELL AS SOME ADDITIONAL AREAS FOR THE STAGING AREA AND ACCESS TO THE WORKSITE.

2. THE STAGING AREA AND WORKSITE ACCESS ROADS WILL BE LOCATED BETWEEN THE MARSH RESTORATION AREA AND ONSITE PLACEMENT AREA IN A PORTION OF THE OPTION #6 AREA. DUE TO THIS OVERLAP, OPTION #6 WILL NEED TO BE COMPLETED AFTER A MAJORITY OF THE STAGING AREA IS NO LONGER NEEDED FOR THE PROJECT. SEE SHEETS C-110 AND

GC-101 FOR LOCATION OF THE STAGING AREA AND WORKSITE ACCESS ROADS.

3. THE BASE PROJECT INCLUDES CLEARING AND GRUBBING, THE EXCAVATION OF SOILS AND DEBRIS FROM THE MARSH RESTORATION AREA, THE PLACEMENT OF SUITABLE SOILS (SOILS WITH CONTAMINATION LEVELS BELOW REGULATORY CONCERN) AT THE ONSITE PLACEMENT AREA, THE REMOVAL OF EXCAVATED DEBRIS AND IDENTIFIED NON-HAZARDOUS SOILS WITH

REGULATORY EXCEEDANCES OFFSITE, AND THE CONSTRUCTION OF A NEW PAVED BIKE PATH.

4. SOILS PLACED IN THE ONSITE PLACEMENT AREA WILL BE CAPPED AS PER OPTION #1 OR AS PER OPTIONS #1 AND #2

COMBINED, (SEE SHEET C-106 FOR DETAILS).

5. THE ADJACENT CONSTRUCTION PROJECT WAS BID BY THE NEW YORK CITY DEPARTMENT OF PARKS AND RECREATION (NYC PARKS DEPT), AND MAY BE IN CONSTRUCTION AT THE SAME TIME AS THIS PROJECT. ANY COORDINATION NECESSARY WITH THE NYC PARKS DEPT CONTRACTOR SHALL BE MADE THROUGH THE NYC PARKS DEPT AND THE USACE CONTRACTING

OFFICER.

6. SEE THE FOLLOWING SHEETS FOR DETAILS ON THE OTHER OPTION AREAS OF THE PROJECT.

SHEET AREA

C-107 OPTION #3: AREA LOCATED AROUND THE MARSH RESTORATION AREA

C-108 OPTION #4: LOCATION FOR A MARSH OVERLOOK FROM THE NEW PAVED BIKE PATH

C-109 OPTION #5

C-110 OPTION #6

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GRAVEL ROAD

N 235,000

N 235,500N 235,500

N 235,500

5’

5’ 5’

5’

10’

A S

P H

A L

ASPHALT

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H A L T

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080 80 160FT

SCALE: 1’’= 80’

STATION NORTHING EASTING

0+00 234,269.5 1,023,066.3

1+00 234,368.3 1,023,050.8

1+65.47 234,433.0 1,023,040.7

2+00 234,451.6 1,023,011.6

3+00 234,505.5 1,022,927.4

4+00 234,559.4 1,022,843.2

5+00 234,613.4 1,022,759.0

6+00 234,667.3 1,022,674.8

7+00 234,721.2 1,022,590.5

8+00 234,775.1 1,022,506.3

9+00 234,829.1 1,022,422.1

10+00 234,883.0 1,022,337.9

11+00 234,936.9 1,022,253.7

12+00 234,990.9 1,022,169.5

13+00 235,044.8 1,022,085.3

14+00 235,098.7 1,022,001.0

15+00 235,152.6 1,021,916.8

16+00 235,206.6 1,021,832.6

17+00 235,260.5 1,021,748.4

17+96.45 235,312.5 1,021,667.2

5 EXISTING CONTOURS

LEGEND

PROJECT REFERENCE LINE

2+00 REFERENCE LINE STATION NUMBERS

PROJECT REFERENCE LINE

CURRENT FORWARD DISTANCE BEARING

STATION STATION (FT)

0+00 1+65.47 165.5 98^55’02.2"

1+65.47 17+96.45 1631.0 147^21’59.7"

PROJECT REFERENCE LINE POINTS

POINT NORTHING EASTING ELEVATION

DESCRIPTION

SURVEY CONTROL POINTS

NOTE: SURVEY CONTROL POINT "SV1" IS NOT IN THE PROJECT AREA.

SURVEY CONTROL POINT

SV2 (REBAR) 234,584.2 1,021,637.9 18.52

SV3 (RR SPIKE) 234,801.0 1,023,353.5 15.28

SV4 (REBAR) 234,499.2 1,022,991.7 10.75

SV2

SV4

SV3

SOUNDVIEW PARK

BRONX RIVER

FLOW

B R

O N

R I

V E R

F L O

EXISTING

SEW

ER LINE

REFERENCE LINE

SEWER MANHOLE

AND STANDPIPES

APPROXIMATE LOCATION

OF EXISTING SEWER LINE

EXISTING UTILITY PIPE

APPROXIMATE LOCATION OF 15 FOOT

BUFFER AROUND EXISTING SEWER LINE

(SEE NOTE 6)

NOTES:

1. THE PROJECT REFERENCE LINE IS FOR THE BASE PROJECT AS WELL AS

THE PROJECT OPTIONS.

2. ALL COORDINATES ARE IN NEW MERCATOR NEW YORK LONG ISLAND

LAMBERT STATE PLANE COORDINATE SYSTEM, NAD 83.

3. ALL ELEVATIONS ARE IN NORTH AMERICAN VERTICAL DATUM OF 1988

(NAVD 88)

4. EXISTING CONTOURS ARE FROM THE SITE SURVEYS. REFER TO SURVEY

SHEETS V-101 THROUGH V-104.

5. THE LOCATIONS OF THE EXISTING SEWER LINE AND UTILITY PIPE ARE

APPROXIMATE AND ARE TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR

PRIOR TO THE START OF WORK.

6. NO PERMANENT, ADDITIONAL LOADING OR FILL MAY BE PLACED ON TOP

OF THE EXISTING SEWER LINE OR WITHIN 15 FEET FROM THE EDGE OF

THE SEWER WALL. THIS 15 FOOT BUFFER IS APPROXIMATED ON THIS PLAN

SHEET. TEMPORARY LOADS MAY BE APPLIED TO THE SEWER LINE AND/OR

WITHIN THE BUFFER, BUT THE CONTRACTOR IS RESPONSIBLE FOR THE

STRUCTURAL STABILITY OF THE SEWER LINE FOR THE DURATION OF THE

PROJECT.

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 -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

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

O R

CONC.

D.W.

C.P

CONC.

D.W.

CONC.

O.P

CONC.

D.W.

C O

DIRT +

GRAVEL ROAD

N 235,000

N 235,500 N 235,500

N 235,000

5’

5’ 5’

5’

10’

A S

P H

A L

ASPHALT

A S P

H A L T

ASPHALT

L E

L A

E N

A V

15’

ASPHALT

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

MH#8

10’0" X 9’0

" PIPE (R5

)(N.F.V

., S.N .3)

MH#9

MH#10

Stan d Pi pe

ASPHALT

20’

20’2

20’

’20’

’ 2

25’2

25’

CONC.

D.W.

5.0 ’ C

ONC.

WALL

CONC.

S.W.

RIM=14.18

’9

’0

N .F .V

S .N .3

10’0" X 9’0"

PIPE (R5)

(N.F.V.

, S.N.3

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

L A

E N

M M

O N

W E

A L

E N

U E

0+00

1+00

1+65.4

080 80 160FT

SCALE: 1’’= 80’

ASPHALT

A S P

H A L T

EXISTING CONTOURS

LEGEND

DEMOLITION AREA OF EXISTING

PAVED PATH

SOUNDVIEW PARK

EXISTING PATH TO BE DEMOLISHED

EXISTING PATH TO REMAIN

SOUNDVIEW PARK

C-101

P R

O J E

M O

LIMIT OF DISTURBANCE

PATH DEMOLITION LIMITS

PATH DEMOLITION LIMIT POINTS

POINT NORTHING EASTING

D1 234,748.3 1,023,260.9

D2 234,737.3 1,023,265.5

D3 234,467.2 1,022,421.1

D4 234,478.2 1,022,424.6

REFERENCE LINE

ADJACENT CONSTRUCTION PROJECT

BRONX RIVER

FLOW

B R

O N

R I

V E R

F L O

EXISTING FRINGE

MARSH

EXISTING FRINGE MARSH LOCATION

LOCATION OF CLEARING AND GRUBBING

OF PHRAGMITES (18" DEEP)

APPROXIMATE AREA OF CLEARING AND

GRUBBING FOR THE BASE PROJECT

LOCATION OF

PHRAGMITES

APPROXIMATE AREA OF CLEARING AND

GRUBBING FOR THE BASE PROJECT

LOCATION OF CLEARING AND GRUBBING

OF KNOTWEED (18" DEEP)

LOCATION OF KNOTWEED

LOCATION OF

PHRAGMITES

LIMIT OF DISTURBANCE FOR

ADJACENT CONSTRUCTION

PROJECT FOR NYC PARKS

EXISTING PATH TO REMAIN

ENTRANCE TO SOUNDVIEW

PARK FROM PUBLIC STREET

NOTES:

1. PROJECT LIMIT OF DISTURBANCE IS BASED ON LOCATION OF THE BASE PROJECT AND ALL PROJECT OPTIONS.

2. EXISTING PAVED PATH TO BE REMOVED IS APPROXIMATELY 12 FT WIDE AND SIMILAR IN CONSTRUCTION TO THE

PROPOSED BIKE PATH SHOWN ON SHEET C-105.

3. PATH DEMOLITION LIMIT POINTS ARE APPROXIMATE. THE NEW PATH TO BE CONSTRUCTED (SEE SHEET C-105)

MUST MATCH REMAINDER OF EXISTING PATH AT BOTH ENDS.

4. THE EXISTING FRINGE MARSH SHALL BE PROTECTED FROM CLEARING AND GRUBBING AS MUCH AS POSSIBLE AND THE DISTURBANCE TO THIS AREA SHALL BE MINIMIZED FOR THE DURATION OF THE PROJECT.

5. THE CLEARING AND GRUBBING FOR THE BASE PROJECT AREAS SHALL BE COMPLETED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND SHALL INCLUDE THE STRIPPING OF THE TOP SIX (6) INCHES OF MATERIAL AT A MINIMUM. THE STRIPPING SHALL BE A MINIMUM OF 18 INCHES DEEP WHERE PHRAGMITES OR KNOTWEED ARE PRESENT. CLEARING AND GRUBBING ACTIVITIES SHALL NOT ADVERSELY AFFECT EXISTING UTILITIES ON SITE.

6. THE AREA OF CLEARING AND GRUBBING FOR THE BASE PROJECT IS APPROXIMATE AND DOES NOT INCLUDE ADDITIONAL TREES THAT NEED TO BE REMOVED. SEE SHEET GC-102 FOR EXISTING TREES AND VEGETATION AT

THE SITE AND FOR TREE PROTECTION AND REMOVAL GUIDANCE.

7. THE ONSITE PLACEMENT AREA OF THE BASE PROJECT WILL NOT BE CLEARED AND GRUBBED EXCEPT FOR TREE REMOVAL AS INDICATED ON SHEET GC-102. THE ONSITE PLACEMENT AREA MAY RECEIVE ALL PROJECT FILL ON

TOP OF THE EXISTING VEGETATION IN THE AREA.

8. WOODY MATERIAL THAT IS CHIPPED DURING THE CLEARING AND GRUBBING OPERATIONS MAY BE SPREAD AT THE BOTTOM LEVEL OF THE ONSITE PLACEMENT AREA TO A MAXIMUM THICKNESS OF SIX (6) INCHES TO BE BURIED BY THE EXCAVATED FILL FROM THE MARSH RESTORATION AREA. THIS WOODY MATERIAL SHALL NOT

INCLUDE ANY MATERIAL FROM PHRAGMITES, KNOTWEED, OR OTHER INVASIVE SPECIES.

9. ADDITIONAL CLEARING AND GRUBBING MAY BE REQUIRED FOR PROJECT OPTION AREAS IF AWARDED.

10. EXISTING CONTOURS ARE FROM SITE SURVEYS. REFER TO SURVEY SHEETS V-101 THROUGH V-104 FOR DETAILS.

11. APPROXIMATE FENCE LINES FOR THE PROJECT ARE SHOWN ON SHEETS GC-101 AND GC-103.

LIMIT OF DISTURBANCE

EXISTING SEWER LINE

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

C -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

C 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

0+00

1+00

1+65.4

POOL

P O

O L

P O

O L

P O

O L

POOL

CONC.

D.W.

C.P

CONC.

D.W.

CONC.

O.P

CONC.

D.W.

C O

DIRT +

GRAVEL ROAD

O C

K A

MH#9

MH#8

MH#10

Stan d Pi pe

N 235,500

N 235,000

N 235,500

N 235,000N 235,000

5’

5’ 5’

5’

10’

A S

P H

A L

ASPHALT

A S P

H A L T

ASPHALT

N C

L E

L A

E N

U E

6.0’

PVC

6.0’

PVC

7.0’

CLF

N C

6.0’ PVC

V C

N C

A V

A L

F E

N C E

15’

8.0 CHAIN LINK FENCE

O D

N C

4.0’

CLF

ASPHALT

10’0" X 9’0"

PIPE (R5)

(N.F.V.

, S.N.3

’9

’0

N .F .V

S .N .3

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

ASPHALT

20’

20’2

20’

’20’

’ 2

25’2

25’

CONC.

D.W.

5.0 ’ C

ONC.

WALL

H A I

L I

N K

F E

N C E

N C

6.0

METAL F

5.0

METAL F

CONC.

S.W.

4.0’

CLF

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

L A

E N

M M

O N

W E

A L

E N

5.0

EXISTING PAVED PATH

EXISTING CONTOURS

PROPOSED MARSH CONTOURS

MARSH DRAINAGE LINE OR SHORELINE

EXISTING FRINGE MARSH LOCATION

C-102

M A

S T

O R

A T

E A

ONSITE SOIL

PLACEMENT AREA

LEGEND

REFERENCE LINE

M H

MARSH TIDAL ELEVATIONS

TIDAL LEVEL ELEVATION

M H

H W

MLW -2.76 FT

MTL 0.52 FT

MHW 3.92 FT

MHHW 4.36 FT

A S P

H A L T

FLOW

BRONX RIVER

030 30 60FT

SCALE: 1’’= 30’

MTL

NOTE: THE MLW TIDAL LEVEL IS NOT VISIBLE

ON THE PLAN SHEET AREA.

NEW MARSH TIDAL ELEVATIONS

(SEE CHART BELOW)

APPROXIMATE LOCATION OF NEW

PAVED BIKE PATH

EXISTING MARSH TIDAL ELEVATIONS

(SEE CHART BELOW)

FLOW

FLOW DIRECTION OF BRONX RIVER

E X

H W

E X

EXIST

ING MTL

M__

EXISTING M__

1% SLOPE

P E

1% SLOPE

1% S

1% SLOPE

1% S

P E

33%

SLOPE

33% SLOPE

EXISTING FRINGE MARSH

LIMIT OF DISTRUBANCE TO

EXISTING FRINGE MARSH

LIMIT OF DISTURBANCE TO FRINGE MARSH

APPROXIMATE LOCATION

OF NEW PAVED BIKE PATH

(SEE SHEET C-105)

EXISTING SEWER LINE

NOTES:

1. PROPOSED MARSH ELEVATIONS SHOWN ARE FINISHED ELEVATIONS.

EXCAVATION SHALL BE DONE TO ELEVATIONS 2 FEET BELOW THE

FINISHED ELEVATIONS OF THE MARSH RESTORATION AREA OR AS

SPECIFIED BY SECTION 31 00 00 OF THE PROJECT SPECIFICATIONS.

2. AFTER EXCAVATION, THE MARSH RESTORATION AREA SHALL BE CAPPED

WITH 2 FEET OF CLEAN SAND FILL TO REACH THE FINISHED ELEVATIONS

SHOWN, AND THE MARSH RESTORATION AREA SHALL RECEIVE PLANTINGS

AS DETAILED ON SHEETS CE-101 AND CE-501.

3. THE GRADING OF THE MARSH RESTORATION AREA IS BASED UPON

BIOBENCHMARK DATA WITH THE GOAL OF CREATING AN EXTENSIVE LOW

MARSH AREA. THE MINIMUM MARSH DRAINAGE SLOPE IS 1%.

4. ALL MARSH GRADING SHALL MEET EXISTING GRADE OUTSIDE THE

RESTORATION AREA AND INDICATED SLOPES ARE APPROXIMATE. THE

MAXIMUM GRADING SLOPE SHALL BE 33%.

5. DISTURBANCE TO THE EXISTING FRINGE MARSH SHALL BE MINIMIZED.

SEE SHEET GC-103 FOR DETAILS.

6. SEE SHEET C-103 FOR EXCAVATION DETAILS.

0+00

1+65.4

1+00

1+50

0+50

N 234,500

MH#8

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

C -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

C 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

SHED

DIRT +

GRAVEL ROAD

3.1

5.0 6.0

7.0 8.0

9.0 10.0

11.0 12.0

3.1

3.0

2.5

2.0

1.5

2.0

1.0

0.0

3.0

2.5

-0.5

0.5

2.0 .5

1.5 1.5

1.5

2.0

1.0

3.0

3.03.1

.0 7 .0 9 .0

11.0

13.0

3.0

2.5

1.0

3.1

1.5 .5

14.0

13.0

T H

E R I

E N

REFERENCE LINE

LEGEND

EXISTING CONTOURS

MARSH PROPOSED CONTOURS

C=12.27’

E X

C A

V A T

030 30 60FT

SCALE: 1’’= 30’

CROSS SECTION LOCATIONS (SEE SHEET CG-301)

ESTIMATED CUT DEPTHS (FT)

C-103

SOIL SAMPLING LOCATION WITH NON-HAZARDOUS

REGULATORY EXCEEDANCES AND THE 25 FOOT RADIUS

AROUND THE SAMPLING LOCATION

(APPROXIMATE AREA OF SOIL TO BE PLACED OFF-SITE)

0 2

1+60

1+40

1+20

ENVIRONMENTAL SOIL SAMPLING LOCATION

BORING LOCATION (SEE SHEET B-601 FOR BORING LOG)

NOTES:

1. APPROXIMATE CUT DEPTH SHOWN ARE TO THE LIMIT OF EXCAVATION,

(THE FINAL MARSH ELEVATIONS MINUS 2 FEET FOR THE 2 FEET OF SAND FILL).

2. IT IS ESTIMATED THAT APPROXIMATELY 15% TO 20% OF THE EXCAVATED

MATERIALS WILL BE MISCELLANEOUS CONSTRUCTION DEBRIS TO BE REMOVED

FROM THE SITE.

3. ENVIRONMENTAL SOIL SAMPLING LOCATIONS LABELED B1-03, B4-07, B8-07,

AND B9-07 WERE IDENTIFIED TO CONTAIN SOILS NOT SUITABLE FOR ONSITE

PLACEMENT FOR THIS PROJECT, (NON-HAZARDOUS SOILS WITH REGULATORY

EXCEEDANCES). THE SOILS EXCAVATED IN A 25 FOOT RADIUS AROUND THESE

SAMPLINGS WILL BE REMOVED FROM THE SITE AND PLACED AT AN APPROVED

OFF-SITE DISPOSAL LOCATION.

4. THE REMAINING SUITABLE MATERIALS (SOILS WITH CONTAMINATION LEVELS

BELOW REGULATORY CONCERN) WILL BE PLACED ON THE ONSITE PLACEMENT

AREA AS SHOWN ONSHEET C-106.

5. SEE SHEET CG-301 FOR CROSS SECTIONS.

6. SEE SHEET B-601 FOR BORING LOGS, AND SEE PROJECT SPECIFICATION SECTION

00905, ANALYTICAL DATA REPORT, FOR THE SOIL SAMPLING RESULTS.

3.0

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

C -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

C 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

C=13.52’

C=13.51’

C=13.50’

C=13.49’

C=13.46’

C=13.45’

C=13.42’

C=13.40’

C=13.39’

C=13.37’

C=13.36’

C=13.35’

C=13.31’

C=13.30’

C=13.29’

C=13.28’ C=13.27’

C=13.27’

C=13.26’

C=13.25’

C=13.24’

C=13.22’

C=13.21’

C=13.20’

C=13.19’

C=13.18’

C=13.16’

C=13.15’

C=13.12’

C=13.10’

C=13.09’

C=13.05’

C=13.04’

C=13.03’

C=13.01’

C=13.00’ C=13.00’

C=13.00’ C=12.99’

C=12.99’

C=12.98’

C=12.97’

C=12.96’

C=12.95’

C=12.92’

C=12.91’ C=12.89’

C=12.88’

C=12.87’

C=12.86’

C=12.83’

C=12.82’

C=12.78’

C=12.76’

C=12.75’

C=12.74’

C=12.70’

C=12.68’

C=12.67’

C=12.64’

C=12.63’

C=12.62’

C=12.60’

C=12.58’

C=12.56’

C=12.54’

C=12.53’ C=12.53’

C=12.53’

C=12.52’ C=12.51’

C=12.51’

C=12.50’

C=12.49’

C=12.49’ C=12.48’

C=12.48’

C=12.47’

C=12.46’

C=12.44’

C=12.41’

C=12.39’

C=12.33’

C=12.32’

C=12.27’

C=12.26’

C=12.25’

C=12.22’

C=12.17’

C=12.13’

C=12.11’

C=12.09’

C=12.06’

C=12.05’

C=12.02’

C=12.00’

C=11.99’

C=11.98’

C=11.98’C=11.93’

C=11.92’

C=11.90’

C=11.89’ C=11.89’

C=11.87’

C=11.86’

C=11.85’

C=11.80’C=11.79’C=11.79’

C=11.78’

C=11.73’

C=11.70’

C=11.69’

C=11.68’

C=11.67’

C=11.66’

C=11.64’

C=11.63’

C=11.62’

C=11.61’

C=11.56’ C=11.54’

C=11.53’

C=11.51’

C=11.46’

C=11.45’

C=11.43’

C=11.42’

C=11.40’

C=11.39’ C=11.38’

C=11.36’

C=11.34’ C=11.33’

C=11.30’

C=11.27’

C=11.26’

C=11.25’

C=11.22’

C=11.21’

C=11.19’

C=11.18’

C=11.17’

C=11.14’

C=11.13’

C=11.11’

C=11.10’

C=11.09’

C=11.08’

C=11.06’

C=11.02’

C=11.01’

C=11.00’

C=10.99’

C=10.98’

C=10.97’

C=10.94’

C=10.93’

C=10.92’

C=10.89’

C=10.87’

C=10.86’

C=10.84’

C=10.74’

C=10.72’

C=10.68’

C=10.66’

C=10.65’

C=10.63’

C=10.63’ C=10.63’

C=10.63’

C=10.62’

C=10.59’

C=10.57’

C=10.53’

C=10.51’

C=10.50’

C=10.46’

C=10.45’

C=10.42’

C=10.37’

C=10.36’

C=10.33’

C=10.32’

C=10.30’

C=10.29’

C=10.28’

C=10.27’

C=10.25’

C=10.23’

C=10.20’

C=10.17’

C=10.15’

C=10.14’

C=10.14’C=10.09’

C=10.09’

C=10.06’

C=10.04’

C=10.02’

C=9.97’

C=9.95’

C=9.94’

C=9.91’ C=9.90’

C=9.89’

C=9.86’

C=9.84’

C=9.83’

C=9.79’

C=9.77’

C=9.75’

C=9.74’

C=9.73’

C=9.72’

C=9.69’

C=9.67’

C=9.66’C=9.66’

C=9.66’

C=9.65’

C=9.64’

C=9.63’

C=9.61’

C=9.60’

C=9.59’

C=9.57’

C=9.57’ C=9.56’

C=9.54’

C=9.53’

C=9.51’

C=9.50’

C=9.49’

C=9.47’

C=9.45’

C=9.42’

C=9.39’

C=9.38’

C=9.37’

C=9.36’

C=9.34’

C=9.32’

C=9.31’

C=9.30’

C=9.29’

C=9.28’

C=9.27’

C=9.26’

C=9.23’C=9.22’

C=9.13’

C=9.09’

C=9.07’

C=9.06’

C=9.05’

C=9.02’

C=9.00’

C=8.96’

C=8.94’

C=8.93’

C=8.92’

C=8.90’

C=8.89’

C=8.88’

C=8.87’

C=8.86’

C=8.84’

C=8.83’

C=8.82’

C=8.81’

C=8.80’

C=8.79’

C=8.77’

C=8.72’

C=8.71’

C=8.70’

C=8.69’C=8.68’

C=8.68’

C=8.67’

C=8.66’

C=8.65’C=8.64’

C=8.64’

C=8.63’ C=8.63’

C=8.59’

C=8.57’

C=8.56’

C=8.54’

C=8.50’

C=8.48’

C=8.45’

C=8.43’

C=8.40’

C=8.39’ C=8.39’

C=8.38’

C=8.37’

C=8.36’

C=8.35’

C=8.32’

C=8.31’

C=8.25’ C=8.15’

C=8.14’

C=8.13’

C=8.10’

C=8.04’

C=8.01’

C=8.00’

C=7.98’

C=7.97’

C=7.96’C=7.94’

C=7.93’

C=7.92’

C=7.90’

C=7.87’

C=7.84’

C=7.83’

C=7.81’

C=7.78’

C=7.76’

C=7.73’

C=7.71’

C=7.70’

C=7.67’

C=7.64’

C=7.62’ C=7.61’C=7.61’

C=7.60’

C=7.57’

C=7.55’

C=7.38’

C=7.32’

C=7.28’

C=7.22’

C=7.21’

C=7.15’

C=7.06’

C=7.05’

C=6.94’

C=6.89’

C=6.80’

C=6.76’

C=6.74’

C=6.59’

C=6.57’

C=6.53’

C=6.52’

C=6.51’

C=6.50’

C=6.47’

C=6.45’

C=6.44’

C=6.35’

C=6.29’

C=6.28’

C=6.23’

C=6.20’

C=6.19’

C=6.15’

C=6.10’

C=6.09’

C=6.03’

C=6.01’

C=5.99’

C=5.83’

C=5.70’

C=5.66’

C=5.64’

C=5.63’

C=5.59’

C=5.56’

C=5.55’

C=5.51’

C=5.46’

C=5.42’

C=5.40’

C=5.38’

C=5.37’

C=5.35’

C=5.33’

C=5.33’ C=5.29’C=5.28’

C=5.26’

C=5.22’

C=5.21’

C=5.12’

C=5.11’

C=5.10’

C=5.08’

C=5.01’

C=4.99’

C=4.92’

C=4.89’

C=4.84’

C=4.67’

C=4.66’

C=4.61’

C=4.53’

C=4.52’

C=4.45’

C=4.40’

C=4.38’

C=4.37’

C=4.36’

C=4.30’

C=4.24’

C=4.21’

C=4.20’

C=4.16’

C=4.13’

C=4.04’

C=4.02’

C=3.98’

C=3.93’

C=3.80’

C=3.71’

C=3.51’

C=3.48’

C=3.43’

C=3.40’

C=3.20’

C=3.13’

C=3.07’

C=3.05’

C=3.04’

C=2.96’

C=2.81’

C=2.76’

C=2.67’

C=2.65’C=2.56’

C=2.54’

C=2.52’

C=2.51’

C=2.50’

C=2.41’

C=2.27’

C=2.26’

C=2.16’

C=2.12’

C=2.10’

C=2.09’

C=2.07’

C=2.04’

C=2.01’

C=2.00’

C=1.66’

C=1.62’

C=1.42’

C=1.32’

N 234,500

SHED

DIRT +

GRAVEL ROAD

MH#8

10’0" X 9’0

" PIPE (R5

)(N.F.V

., S.N .3)

3.1

5.0 6.0

7.0 8.0

9.0 10.0

11.0 12.0

3.1

3.0

2.5

2.0

1.5

2.0

1.0

0.0

3.0

2.5

-0.5

0.5

2.0 .5

1.5 1.5

1.5

2.0

1.0

3.0

3.03.1

.0 7 .0 9 .0

11.0

13.0

3.0

2.5

1.0

3.1

1.5 .5

14.0

13.0

DH-1

DH-2

DH-3

DH-5

DH-6

SVP GTB1

SVP GTB2

DH-4

T H

E R I

E N

SA2

SA3

SA4

B9-03

SA5

B8-07B3-03

B2-03

SV2

SA1

B7-03

B5-03

B6-03

B4-07

B1-03 B9-07

B4-03

0+00

0+50

1+00

1+50

1+65.4

SV1

SV3

C-104

LEGEND

020 20 40FT

SCALE: 1’’= 20’

MARSH DRAINAGE TRENCH ALIGNMENT

REFERENCE LINE

REFERENCE LINE STATION MARKERS

MARSH DRAINAGE LINE POINTS

DRAINAGE FLOW DIRECTION

POINT NUMBER NORTHING EASTING

REFERENCE LINE

1 234,302.4 1,023,074.7

2 234,304.2 1,023,066.1

3 234,305.3 1,023,063.2

4 234,306.9 1,023,061.6

5 234,310.1 1,023,060.3

6 234,340.5 1,023,054.8

7 234,359.3 1,023,052.0

8 234,375.0 1,023,050.5

9 234,383.8 1,023,050.0

10 234,392.3 1,023,050.5

11 234,400.5 1,023,051.7

12 234,411.2 1,023,054.4

13 234,417.9 1,023,057.3

14 234,423.9 1,023,060.5

15 234,435.8 1,023,068.0

16 234,440.5 1,023,070.7

17 234,445.9 1,023,073.2

18 234,454.7 1,023,076.8

19 234,459.8 1,023,078.8

20 234,462.9 1,023,080.3

21 234,467.4 1,023,082.9

22 234,474.4 1,023,087.2

23 234,480.9 1,023,092.5

24 234,485.1 1,023,096.9

25 234,488.6 1,023,101.7

26 234,491.1 1,023,106.4

27 234,362.9 1,023,050.5

28 234,374.9 1,023,048.1

29 234,381.6 1,023,046.7

30 234,390.4 1,023,044.3

31 234,399.1 1,023,041.1

32 234,407.9 1,023,036.4

33 234,420.3 1,023,028.9

34 234,433.3 1,023,020.6

35 234,439.0 1,023,016.3

36 234,441.5 1,023,013.7

37 234,447.1 1,023,005.8

38 234,448.0 1,022,999.8

39 234,448.0 1,022,994.2

40 234,448.0 1,022,986.5

41 234,448.7 1,022,978.2

42 234,451.5 1,022,969.1

43 234,455.4 1,022,961.9

44 234,459.9 1,022,955.5

45 234,466.5 1,022,947.9

46 234,473.6 1,022,941.7

47 234,479.6 1,022,937.4

48 234,486.7 1,022,932.9

49 234,493.1 1,022,929.6

50 234,502.8 1,022,924.9

51 234,510.0 1,022,918.5

52 234,515.8 1,022,911.1

53 234,521.3 1,022,903.2

54 234,525.6 1,022,896.2

55 234,530.9 1,022,886.5

56 234,536.0 1,022,875.5

57 234,538.5 1,022,869.1

58 234,540.6 1,022,862.5

59 234,542.1 1,022,854.8

60 234,543.9 1,022,841.7

61 234,545.9 1,022,827.0

62 234,450.4 1,023,003.1

63 234,454.7 1,023,000.0

64 234,459.8 1,022,997.0

65 234,465.3 1,022,994.4

66 234,468.3 1,022,994.1

67 234,470.8 1,022,994.7

68 234,472.8 1,022,994.9

69 234,478.1 1,022,994.4

POINT NUMBER NORTHING EASTING

70 234,484.9 1,022,993.6

71 234,491.9 1,022,993.5

72 234,496.9 1,022,994.8

73 234,500.9 1,022,997.2

74 234,504.3 1,023,000.7

75 234,507.1 1,023,005.6

76 234,509.2 1,023,011.4

77 234,510.4 1,023,016.2

78 234,510.7 1,023,020.1

79 234,511.4 1,023,031.0

80 234,512.1 1,023,040.0

81 234,512.8 1,023,056.9

82 234,513.1 1,023,071.5

83 234,513.4 1,023,081.4

84 234,513.8 1,023,088.7

85 234,515.1 1,023,096.4

86 234,517.2 1,023,103.7

87 234,521.0 1,023,112.2

88 234,526.7 1,023,118.8

89 234,468.3 1,022,992.8

90 234,471.4 1,022,990.3

91 234,478.4 1,022,985.3

92 234,484.4 1,022,980.9

93 234,486.1 1,022,979.4

94 234,490.7 1,022,973.6

95 234,493.2 1,022,969.4

96 234,494.3 1,022,964.9

97 234,494.6 1,022,955.2

98 234,494.6 1,022,946.6

99 234,494.8 1,022,941.1

100 234,495.5 1,022,936.1

101 234,496.7 1,022,932.5

102 234,499.8 1,022,928.1

103 234,486.7 1,022,980.5

104 234,489.7 1,022,980.8

105 234,493.1 1,022,980.6

106 234,496.2 1,022,980.8

107 234,500.1 1,022,982.0

108 234,503.8 1,022,984.5

109 234,506.3 1,022,987.9

110 234,508.1 1,022,991.6

111 234,509.6 1,022,997.3

112 234,510.4 1,023,003.0

113 234,510.7 1,023,007.8

114 234,510.7 1,023,013.4

EXISTING MARSH

DRAINAGE LINES

EXISTING MARSH DRAINAGE LINES

NEW MARSH AREA DRAINAGE LINES

EXISTING FRINGE MARSH LOCATION

0+00

DRAINAGE CONTINUES INTO

EXISTING DRAINAGE

M A

N M

E N

Bottom width

Side Height0.5 ft

Example Drainage Trench Cross-Section

1.7 ft

New Finished Elevation of Marsh Restoration Area

NOTES:

1. THE DIAGRAMS ABOVE ARE FOR EXAMPLE ONLY AND REPRESENT ONLY ONE ISOLATED CROSS SECTION

CHOSEN AT RANDOM.

2. THE SIDE HEIGHT OF THE TRENCHES IS TYPICALLY 0.5 FEET

3. THE BOTTOM WIDTH OF THE TRENCHES VARIES. AVERAGE BOTTOM WIDTH IS 2 FEET BUT VARIES

BETWEEN 4 FEET AND LESS THAN 1/2 FOOT.

4. THE SIDE SLOPE OF TRENCHES VARY WITH THE MAXIMUM (STEEPEST) SIDE SLOPE OF 1.2:1

5. SEE SHEET C-102 FOR PROPOSED MARSH CONTOURS. BOTTOM WIDTHS AND SIDE SLOPES WILL VARY

WITH THE CONTOURS.

EXAMPLE CROSS SECTION OF DRAINAGE TRENCHEXCERPT FROM PLAN VIEW OF MARSH CONTOURS

(SHEET C-102)

Example Cross Section Location

(Not to Scale)(Not to Scale)

NOTES:

1. THE NEW MARSH DRAINAGE LINES ARE BASED UPON PROPOSED MARSH

ELEVATIONS AND CONTOURS AS SHOWN ON SHEET C-102. DRAINAGE LINES

ARE SUBJECT TO CHANGE BASED ON FIELD CHANGES TO THE PROPOSED

MARSH CONTOURS AS APPROVED BY THE COR.

2. DRAINAGE LINES ARE DEMONSTRATIVE ONLY AND ARE MEANT TO SHOW

THE APPROXIMATE DRAINAGE PATTERN OF THE MARSH RESTORATION AREA.

3. THE DRAINAGE LINES FOLLOW THE SMALL DRAINAGE TRENCHES OR

SWALES OF THE PROPOSED MARSH CONTOURS. SEE THE DETAIL ON THIS

SHEET FOR AN EXAMPLE CROSS SECTION OF THESE DRAINAGE TRENCHES.

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

C -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

C 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

3738394041

73 74

78 79 80 81 82 83 84

95969798

111 112 113 114

0 2

1+65.4

1+60

1+40

1+20

1+00

0+80

0+60

0+40

0+20

0+00

N 234,500

POINT NORTHING EASTING

C-105

A T

BIKE PATH BOUNDARY POINTS

B-1 234,478.2 1,022,424.6

B-2 234,474.8 1,022,459.3

B-3 234,479.6 1,022,495.8

B-4 234,490.7 1,022,528.1

B-5 234,518.3 1,022,567.7

B-6 234,542.3 1,022,590.4

B-7 234,566.6 1,022,604.7

B-8 234,625.2 1,022,637.1

B-9 234,650.9 1,022,654.8

B-10 234,671.8 1,022,677.8

B-11 234,698.2 1,022,721.5

B-12 234,708.8 1,022,750.4

B-13 234,713.8 1,022,801.2

B-14 234,709.0 1,022,855.5

B-15 234,692.8 1,022,931.0

B-16 234,682.0 1,023,001.7

B-17 234,679.2 1,023,058.8

B-18 234,682.3 1,023,101.3

B-19 234,692.2 1,023,136.8

B-20 234,748.3 1,023,260.9

B-21 234,736.7 1,023,264.5

B-22 234,684.8 1,023,151.3

B-23 234,671.1 1,023,107.7

B-24 234,667.0 1,023,055.7

B-25 234,670.4 1,022,996.5

B-26 234,679.6 1,022,936.6

B-27 234,695.6 1,022,863.0

B-28 234,701.4 1,022,809.2

B-29 234,698.2 1,022,759.3

B-30 234,687.3 1,022,726.8

B-31 234,662.7 1,022,686.1

B-32 234,643.9 1,022,664.7

B-33 234,618.3 1,022,647.1

B-34 234,560.6 1,022,615.1

B-35 234,531.7 1,022,597.5

B-36 234,504.7 1,022,570.6

B-37 234,478.1 1,022,531.2

B-38 234,466.5 1,022,497.8

B-39 234,462.1 1,022,464.0

B-40 234,464.8 1,022,432.4

MARSH RESTORATION AREA

ONSITE PLACEMENT AREA

EXISTING BIKE PATH

TO BE DEMOLISHED

APPROXIMATE LOCATION

OF CONNECTION TO

EXISTING PATH

APPROXIMATE LOCATION

OF CONNECTION TO

EXISTING PATH

TO REMAIN

EXISTING PATH TO

BE DEMOLISHED

EXISTING PATH TO REMAIN

NEW BIKE PATH

REFERENCE LINE

15 FT BUFFER FROM

EXISTING SEWER LINE

LEGEND

APPROXIMATE LOCATION OF NEW PAVED

BIKE PATH

EXISTING CONTOURS

NEW BIKE PATH BOUNDARY POINT AND

POINT LABEL

PROPOSED MARSH CONTOURS

B - #

3.1

040 40 80FT

SCALE: 1’’= 40’

NOTES:

1. BOUNDARY POINTS ARE APPROXIMATED AND ARE FOR GUIDANCE ONLY.

2. NEW BIKE PATH SHALL BE ASPHALT AND AESTHETICALLY MATCH THE EXISTING BIKE PATH ON THE

PROJECT SITE.

3. NEW BIKE PATH SHALL BE CONSTRUCTED TO MATCH THE EXISTING BIKE PATH AND GRADE AT

BOTH ENDS.

4. THE SLOPE OF THE NEW BIKE PATH SHALL NOT EXCEED 5%.

5. SEE SHEET GC-502 FOR LARGER ASPHALT PAVING DETAIL.

6. THE NEW BIKE PATH MUST BE PLACED OUTSIDE THE 15 FT PROTECTIVE BUFFER AROUND THE EXISTING SEWER LINE. FOR THE STRUCTURAL SAFETY OF THE SEWER LINE, NO PERMANENT ADDITIONAL LOADS SHALL BE PLACED ON THE SEWER LINE OR WITHIN THIS 15 FT BUFFER AREA (15 FEET FROM

THE OUTSIDE WALL OF THE SEWER LINE).

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

C -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

C 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

1+00

0+00

0+50

1+50

1+65.4

N 235,000

N 234,500

C.P

CONC.

D.W.

CONC.

O.P

C O

DIRT +

GRAVEL ROAD

10’0" X 9’0

" PIPE (R5

)(N.F.V

., S.N .3)

MH#8

3.1

0.5

5.0 6.0

7.0 8.0

9.0 10.0

11.0 12.0

3.1

3.0

2.5

2.0

1.5

2.0

1.0

0.0

3.0

2.5

-0.5

2.0 .5

1.5 1.5

1.5

2.0

1.0

3.0

3.03.1

.0 7 .0 9 .0

11.0

13.0

3.0

2.5

1.0

3.1

1.5 .5

14.0

13.0

B - 30

A S

P H

A L

ASPHALT

A S P

H A L T

B - 40

ASPHALT

B - 29

B - 24

B - 32

B - 23

B - 33

B - 37

B - 25

B - 36

B - 35

B - 34

B - 18 B - 17

B - 11

B - 20

B - 21

B - 19

B - 16

B - 26

B - 15

B - 14

B - 27 B - 28

B - 10

B - 31

B - 7

B - 1

B - 9

B - 8

B - 4

B - 22

B - 38

B - 2

ASPHALT

’9

’0

N .F .V

S .N .3

B - 39

CONC.

D.W.

B - 3

B - 12

B - 6

B - 5

B - 13

5.0 ’ C

ONC.

WALL

CONC.

S.W.

T A

Y L

E N

E R I

E N

L A

E N

COMPACTED SUBGRADE

1ASPHALT PAVING - BIKE PATH

C-105

N.T.S

3" ASPHALT BINDER

COURSE

4" AGGREGATE

SUBBASE

(NYSDOT TYPE

2 SUBBASE)

2" ASPHALT TOP COURSE

TACK COAT

1 2

LEGEND

EXISTING CONTOURS

PROPOSED CONTOURS

C-106

O N

P L A

C E

M E

E A

APPROXIMATE LOCATION

OF NEW PAVED BIKE PATH

040 40 80FT

SCALE: 1" = 40’

20.0

PROPOSED CONTOURS

EXISTING CONTOURS

F=6.60’ ESTIMATED FILL DEPTHS (FT)

CROSS SECTION LOCATIONS

(SEE SHEET CG-302)

MARSH RESTORATION AREA

ADJACENT CONSTRUCTION

PROJECT AREA

ADJACENT

PROJECT

AREA

ENVIRONMENTAL SOIL

SAMPLING LOCATION

ONSITE SOIL PLACEMENT AREA

EXISTING SEWER LINE

15 FT BUFFER FROM

EXISTING SEWER LINE

REFERENCE LINE

NEW BIKE PATH

NOTES:

1. THE ONSITE PLACEMENT AREA SHALL BE FILLED WITH EXCAVATED SOILS FROM THE

MARSH RESTORATION EXCAVATION, (NOT INCLUDING SOILS DESIGNATED FOR OFFSITE

PLACEMENT, SEE SHEET C-103).

2. ONSITE PLACEMENT AREA PROPOSED CONTOURS ARE APPROXIMATE DEPENDING ON

THE AMOUNT OF SOIL EXCAVATED FROM THE MARSH RESTORATION AREA.

3. PROPOSED CONTOURS DISPLAYED CORRELATE TO FINISHED ELEVATION OF THE ONSITE

PLACEMENT AREA AFTER EXCAVATED SOIL ARE CAPPED AS PER OPTION #1 OR AS PER

OPTIONS #1 AND #2 COMBINED.

4. OPTION #1 INCLUDES CAPPING THE EXCAVATED SOILS IN THE ONSITE PLACEMENT

AREA WITH A SOIL DEMARCATION BARRIER, THEN 1 FT OF COMPOST, FOLLOWED BY 1 FT

OF CLEAN SANDY LOAM FILL. SEE SHEET GC-502 FOR DETAILS ON THE SOIL

DEMARCATION BARRIER.

5. OPTIONS #1 AND #2 COMBINED INVOLVES CAPPING THE EXCAVATED SOILS IN THE

ONSITE PLACEMENT AREA WITH 2 FT OF CLEAN SANDY LOAM FILL, BY REPLACING THE

1 FT OF COMPOST INDICATED IN OPTION #1 WITH 1 FT OF SANDY LOAM FILL. FOR THIS

COMBINATION OF OPTIONS, SOIL DEMARCATION BARRIER WILL NOT BE REQUIRED.

6. APPROXIMATE FILL DEPTHS SHOWN ARE TO THE FINISHED ELEVATION OF THE ONSITE

PLACEMENT AREA, (THE EXCAVATION FILL PLUS 2 FT FILL ON TOP).

7. FINISHED ELEVATION OF THE ONSITE PLACEMENT AREA SHALL MEET EXISTING GRADE

AND ALLOW FOR PROPER SITE DRAINAGE. TO SATISFY THE OVERALL SITE PLAN FOR

FUTURE PARK RENOVATIONS, THE ONSITE PLACEMENT AREA SHALL BE GRADED WITH A

RELATIVELY FLAT SLOPE (1 TO 2%) ON TOP (AT THE PEAK ELEVATIONS) FOR THE FUTURE

PLACEMENT OF A BALL FIELD. THE MAXIMUM GRADING SLOPE SHALL BE 33%.

8. AFTER THE EXCAVATED MATERIALS ARE GRADED AND CAPPED, THE ENTIRE ONSITE

PLACEMENT AREA SHALL BE GRASS SEEDED.

9. SEE SHEET CG-302 FOR CROSS SECTIONS.

10. SEE SHEET B-601 FOR BORING LOGS, AND SEE PROJECT SPECIFICATION SECTION 00905, ANALYTICAL DATA REPORT, FOR THE SOIL SAMPLING RESULTS.

11. THE PLACED EXCAVATED SOILS AND CLEAN FILL FOR THE ONSITE PLACEMENT AREA

MUST NOT BE PLACED WITHIN THE 15 FT BUFFER FROM THE EXISTING SEWER LINE.

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

C -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

C 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

SA2

SA3

B9-03

B8-03

SA1

B7-03

SA5 SA4

B5-03

SA8

SA7

SA9

SA6

N 235,000

MH#9

MH#8

F=0.00’

CONC.

D.W.

CONC.C

O N

DIRT +

GRAVEL ROAD

30.0

29.0

28.0

27.0

25.0 24.0 23.0

22.0

21.0

20.0

16.0

25.0 26.0

27.0

28.0

29.0

22.0

17.0

18.0

19.0

24.0

F=0.12’

F=0.15’

F=0.17’

F=0.19’

F=0.23’

F=0.33’

F=0.43’

F=0.45’

F=0.52’

F=0.58’

F=0.60’

F=0.63’

23.

24.0

.02

F=0.70’

F=0.72’

F=0.73’

F=0.77’

F=0.85’

F=0.86’

F=0.88’

F=0.92’

F=0.96’

F=0.99’

F=1.01’

F=1.02’

F=1.03’

F=1.04’

F=1.07’

F=1.10’

F=1.13’

F=1.14’

F=1.15’

F=1.16’

F=1.17’

F=1.19’

F=1.21’

F=1.24’

F=1.25’

F=1.26’

F=1.27’

F=1.30’

F=1.35’

F=1.38’

F=1.39’

F=1.42’

F=1.46’

F=1.50’

F=1.53’

F=1.57’

F=1.60’

F=1.65’

F=1.70’

F=1.74’

F=1.77’

F=1.81’

F=1.82’

F=1.88’

F=1.89’

F=1.91’

F=1.92’

F=1.93’

F=2.01’

F=2.02’

F=2.09’

F=2.10’

F=2.17’

F=2.19’

F=2.21’

F=2.22’

F=2.23’

F=2.24’

F=2.25’

F=2.26’

F=2.32’

F=2.33’

F=2.37’

F=2.38’

F=2.40’

F=2.42’

F=2.43’

F=2.56’

F=2.61’

F=2.63’

F=2.64’

F=2.65’

F=2.66’

F=2.75’

F=2.79’

F=2.81’

F=2.83’

F=2.87’

F=2.89’

F=2.90’

F=2.91’

F=2.95’

F=2.96’

F=3.02’

F=3.04’

F=3.05’

F=3.06’

F=3.07’

F=3.13’

F=3.14’

F=3.19’

F=3.20’

F=3.25’

F=3.31’

F=3.38’

F=3.40’

F=3.42’

F=3.44’

F=3.53’

F=3.55’

F=3.58’

F=3.63’

F=3.67’

F=3.68’

F=3.70’

F=3.73’

F=3.78’

F=3.79’

F=3.81’

F=3.82’

F=3.85’

F=3.88’

F=3.90’

F=3.91’

F=3.93’

F=3.97’

F=3.99’

F=4.00’

F=4.01’

F=4.06’

F=4.09’

F=4.11’

F=4.19’

F=4.21’

F=4.27’

F=4.29’

F=4.30’

F=4.31’

F=4.32’

F=4.33’

F=4.37’

F=4.39’

F=4.40’

F=4.42’

F=4.43’

F=4.47’

F=4.48’

F=4.52’

F=4.57’

F=4.60’

F=4.61’

F=4.62’

F=4.63’

F=4.64’

F=4.65’

F=4.66’

F=4.67’

F=4.69’

F=4.70’

F=4.71’

F=4.73’

F=4.79’

F=4.80’

F=4.81’

F=4.85’

F=4.88’

F=4.92’

F=4.93’

F=4.94’

F=4.95’

F=4.96’

F=4.98’

F=4.99’

F=5.03’

F=5.04’

F=5.07’

F=5.11’

F=5.15’

F=5.16’

F=5.18’

F=5.19’

F=5.20’

F=5.22’

F=5.24’

F=5.26’

F=5.27’

F=5.29’

F=5.30’

F=5.33’

F=5.34’

F=5.37’

F=5.39’

F=5.40’

F=5.41’

F=5.42’

F=5.43’

F=5.46’

F=5.47’

F=5.48’ F=5.49’

F=5.51’

F=5.52’

F=5.55’

F=5.56’

F=5.57’

F=5.61’

F=5.63’

F=5.64’

F=5.66’

F=5.67’

F=5.68’

F=5.69’

F=5.70’

F=5.72’

F=5.73’

F=5.75’

F=5.78’

F=5.79’

F=5.80’

F=5.81’

F…

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