Soundview-Plans-p2.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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Plans 2

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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-p1.pdf	PDF	Jul 19, 2011
Solicitation.pdf	PDF	Jul 19, 2011

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LEGEND

APPROXIMATE LOCATION OF NEW PAVED

BIKE PATH

EXISTING CONTOURS

010 10 20FT

SCALE: 1’’= 10’

C-108

O P T

P L A

PROPOSED NEW MARSH CONTOURS

ADJACENT PUBLIC STREET

SALVAGED SITE STONES

NEW PAVED BIKE PATH

MARSH RESTORATION AREA

OPTION #4 BOUNDARY POINTS

Opt 4 - #

REFERENCE LINE

POINT NORTHING EASTING

OPTION #4 BOUNDARY POINTS

OPT 4-1 234,691.0 1,022,884.4

OPT 4-2 234,685.4 1,022,907.9

OPT 4-3 234,681.2 1,022,927.9

OPT 4-4 234,677.5 1,022,949.6

OPT 4-5 234,676.6 1,022,939.1

OPT 4-6 234,674.9 1,022,934.4

OPT 4-7 234,670.9 1,022,930.0

OPT 4-8 234,666.6 1,022,926.4

OPT 4-9 234,664.7 1,022,920.7

OPT 4-10 234,665.8 1,022,913.5

OPT 4-11 234,667.1 1,022,907.9

OPT 4-12 234,670.2 1,022,904.2

OPT 4-13 234,677.5 1,022,902.1

OPT 4-14 234,682.5 1,022,899.0

OPT 4-15 234,686.6 1,022,893.0

FINISHED ASPHALT AREA

CROSS SECTION LOCATION (SHEET CG-301)

MHHW = 4.36ft

MHW = 3.92ft

M__

NEW MARSH TIDAL ELEVATIONS

MEET BIKE PATH GRADE

AT CONNECTION

ASPHALT OVERLOOK

MARSH RESTORATION AREA CROSS SECTION

TO SHOW MARSH OVERLOOK DETAIL

(SEE SHEET CG-301)

EXISTING SEWER LINE

NOTES:

1. OPTION #4 INVOLVES THE CONSTRUCTION OF A MARSH OVERLOOK AREA EXTENDING FROM THE NEW PAVED BIKE PATH TO THE MARSH RESTORATION AREA. THE NEW PAVED BIKE PATH IS CONSTRUCTED AS PART OF THE BASE PROJECT, (SEE SHEET C-105 FOR DETAILS).

2. THE MARSH OVERLOOK SHALL MEET THE GRADE OF THE NEW PAVED BIKE PATH AND SHALL BE LINED WITH STONES SALVAGED

FROM THE MARSH RESTORATION EXCAVATION, (SEE DETAIL).

3. BOUNDARY POINTS AND DIMENSIONS ARE FOR GUIDANCE ONLY. THE MARSH OVERLOOK SHALL HAVE AN ORGANIC SHAPE AS SHOWN, AND SHALL BE LOCATED A MINIMUM OF 30 FEET AWAY FROM THE NEW MHHW LEVEL OF THE MARSH RESTORATION AREA.

4. THE SALVAGED SITE STONES SHALL BE LARGE NATURAL STONE WITH A MINIMUM DIAMETER OF ONE (1) FOOT AND A MAXIMUM DIAMETER OF THREE (3) FEET, OR AS APPROVED BY THE COR. NATURAL STONE DOES NOT INCLUDE ANY CONCRETE OR CONSTRUCTION RUBBLE.

5. THE CONTRACTOR IS RESPONSIBLE FOR THE STRUCTURAL STRENGTH AND STABILITY OF THE SALVAGED SITE STONES TO LINE THE MARSH OVERLOOK, AND THE EDGE OF ROCK LINING THE ASPHALT PATH SHALL BE AT VERTICAL AS POSSIBLE TO ENSURE PUBLIC SAFETY.

6. THE OVERLOOK PATH CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF PROJECT SPECIFICATIONS AND BE SIMILAR IN CONSTRUCTION AND MATERIALS TO THE NEW PAVED BIKE PATH, (SEE SHEET GC-502 FOR LARGER ASPHALT PAVING DETAIL).

7. THE OVERLOOK SHALL HAVE SLOPES NOT TO EXCEED 3% AND SHALL COMPLY WITH ALL STANDARDS AND REGULATIONS OF THE AMERICAN WITH DISABILITIES ACT (ADA), ADA ACCESSIBILITY GUILDLINES (ADAAG), AND UNIFORM FEDERAL ACCESSIBILITY STANDARDS (UFAS).

8. SEE SHEET CG-301 (CROSS SECTION 4+00) FOR THE OPTION #4 MARSH OVERLOOK AREA SHOWN ON THE MARSH CROSS SECTION.

D e s c ri p ti o n

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S o li c it ia ti o n n o

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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

D e 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 o t a t e

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DIRT +

GRAVEL ROAD

MH#8

5.0

7.0

9.0

11.0

13.0 ft

14.0

3.1

25ft

N 234,750 ft

Opt 4 - 3

Opt 4 - 2

Opt 4 - 1

Opt 4 - 4

Opt 4 - 7

Opt 4 - 6

Opt 4 - 5

Opt 4 - 8 Opt 4 - 9Opt 4

- 10

Opt 4 - 11

Opt 4 - 12

Opt 4 - 13

Opt 4 - 15

Opt 4 - 14

FILTER FABRIC

C-108

ELEVATION VIEW N.T.S

MARSH OVERLOOK

TACK COAT

3" ASPHALT BINDER COURSE

COMPACTED

SUBGRADE

2" ASPHALT TOP COURSE

FINISHED GRADE OF

MARSH RESTORATION

AREA

1 2

AGGREGATE SUBBASE

4" MIN AFTER COMPACTION

(NYSDOT TYPE 2 SUBBASE,

SEE SPEC SECTION 32 11 16)

SALVAGED SITE STONE

(CONTRACTOR SHALL

ENSURE STABILITY OF

ROCK LEDGE)

ROCK EDGE SHALL BE AS

VERTICAL AS POSSIBLE

5 EXISTING CONTOURS

LEGEND

030 30 60FT

SCALE: 1’’= 30’

OPTION #5 AREA BOUNDARY

Opt 5 - # OPTION #5 BOUNDARY POINT

AND POINT LABEL

C-109

O P T

P L A

L A

W R

E N

U E

REFERENCE LINE

POINT NORTHING EASTING

OPTION #5 BOUNDARY POINTS

PROPOSED CONTOURS24

PROPOSED CONTOURS

AFTER PLACEM

ENT OF

COM

POST AND FILL

CROSS SECTION LOCATIONS

(SEE SHEET CG-303)

ADJACENT CONSTRUCTION PROJECT

APPROXIMATE OPTION

#5 BOUNDARY LINE

OPT 5-1 235,328.5 1,021,955.5

OPT 5-2 235,197.9 1,022,175.2

OPT 5-3 235,179.5 1,022,114.7

OPT 5-4 235,158.5 1,022,093.2

OPT 5-5 235,123.7 1,021,988.7

OPT 5-6 235,105.1 1,021,951.5

OPT 5-7 235,034.9 1,021,943.8

OPT 5-8 234,928.6 1,021,903.5

OPT 5-9 234,996.3 1,021,835.9

OPT 5-10 235,138.5 1,021,771.0

OPT 5-11 235,289.5 1,021,745.2

OPT 5-12 235,305.2 1,021,867.8

OPT 5-13 235,320.2 1,021,896.5

C O

M M

O N

W E

A L

N U E

PATERSON

AVENUE

ONSITE PLACEMENT AREA

NOTES:

1. OPTION #5 BOUNDARY POINTS ARE APPROXIMATE AND THE

BOUNDARY SHALL ENCOMPASS APPROXIMATELY 1.86 ACRES.

2. OPTION #5 INCLUDES CLEARING AND GRUBBING THE ENTIRE

OPTION AREA, THE PLACEMENT OF A SOIL DEMARCATION BARRIER

ON THE CLEARED AREA, THE PLACEMENT OF 1 FT OF COMPOST

ON THE DEMARCATION BARRIER, THE PLACEMENT OF 1 FT OF FILL

(SUPPLIED BY DSNY) ON THE COMPOST, AND GRASS SEEDING THE

ENTIRE AREA.

3. THE PLACEMENT OF COMPOST AND FILL ON THE OPTION AREA

SHALL BE TAPERED DOWN TO EXISTING GRADE AT THE OPTION

AREA BOUNDARY, AND TAPERED AROUND EXISTING TREES IF

NEEDED.

4. THE PROPOSED CONTOURS ARE APPROXIMATE AND GRADING OF

THE OPTION AREA SHALL PROMOTE PROPER SITE DRAINAGE. THE

MAJORITY OF THE AREA SHALL BE GRADED TO BE FAIRLY FLAT

WITH A MAXIMUM GRADING SLOPE OF 33% AT OPTION AREA EDGES.

5. SEE SHEET GC-502 FOR DETAILS ON THE SOIL DEMARCATION

BARRIER.

6. SEE SHEET CG-303 FOR CROSS-SECTIONS.

7. FILL FOR OPTION #5 SHALL NOT BE PLACED WITHIN THE 15 FT

BUFFER FROM THE EXISTING SEWER LINE. THIS BUFFER IS 15 FT

FROM THE OUTSIDE WALL OF THE SEWER PIPE AND SHALL BE

VERIFIED BY THE CONTRACTOR IN THE FIELD.

LIMIT OF DISTURBANCE FOR

ADJACENT CONSTRUCTION

PROJECT FOR NYC PARKS

EXISTING SEWER LINE

15 FOOT BUFFER FROM

EXISTING SEWER LINE

D e s c ri p ti o n

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C k d b y

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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

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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 235,000

Opt 5 - 10

Opt 5 - 11

10’0" X 9’0"

PIPE (R5)

(N.F.V.

, S.N.3

Stan d Pi pe

MH#10

10’0" X 9’0"

PIPE (R5)

(N.F.V.

, S.N.3

Opt 5 - 6

Opt 5 - 7

Opt 5 - 8

Opt 5 - 9

Opt 5 - 12

Opt 5 - 5

Opt 5 - 4

Opt 5 - 3

Opt 5 - 2

Opt 5 - 13

Opt 5 - 1

15’

8’6" X 8’0"

PIPE (R5)

(N.F.V.

, S.N.3

’9

’0

N .F .V

S .N .3

20’

25’2

25’

040 40 80FT

SCALE: 1’’= 40’

N 5 EXISTING CONTOURS

LEGEND

OPTION #6 AREA BOUNDARY

Opt # - #

MARSH RESTORATION AREA

O P

O N

A R E A

OPTION #3 AREA

EXISTING BIKE PATH

A T H

APPROXIMATE LOCATION OF NEW PAVED

BIKE PATH

APPROXIMATE OPTION

#6 BOUNDARY

OPTION #4 AREA

ONSITE PLACEMENT AREA

C-110

O P T

P L A

REFERENCE LINE

POINT NORTHING EASTING

OPTION #6 BOUNDARY POINTS

OPTION #6 AND #3 BOUNDARY POINTS

AND POINT LABELS

OPTION #6 PROPOSED CONTOURS19

STAGING AREA

BOUNDARY

CROSS SECTION LOCATIONS

(SEE SHEET CG-303)

OPT 6-1 234,990.3 1,022,510.0

OPT 6-2 234,739.8 1,022,854.8

OPT 6-3 234,718.7 1,022,852.3

OPT 3-17 234,697.0 1,022,834.2

OPT 3-18 234,680.3 1,022,775.3

OPT 3-19 234,629.3 1,022,718.0

OPT 3-20 234,578.0 1,022,693.3

OPT 3-21 234,551.0 1,022,688.3

OPT 3-22 234,515.9 1,022,693.5

OPT 3-23 234,445.4 1,022,725.3

OPT 3-24 234,443.0 1,022,743.9

OPT 3-25 234,410.2 1,022,766.6

OPT 3-26 234,405.0 1,022,803.8

OPT 3-27 234,402.3 1,022,818.9

OPT 3-28 234,394.6 1,022,832.7

OPT 3-29 234,382.7 1,022,834.5

OPT 3-30 234,370.5 1,022,827.0

OPT 6-4 234,343.8 1,022,808.1

OPT 6-5 234,444.2 1,022,462.8

OPT 6-6 234,482.3 1,022,421.0

OPT 6-7 234,504.6 1,022,366.3

OPT 6-8 234,517.5 1,022,309.1

OPT 6-9 234,518.5 1,022,212.0

OPT 6-10 234,538.7 1,022,141.7

OPT 6-11 234,580.6 1,022,032.4

OPT 6-12 234,624.4 1,022,044.0

OPT 6-13 234,615.5 1,022,074.0

OPT 6-14 234,593.6 1,022,119.4

OPT 6-15 234,583.8 1,022,171.6

OPT 6-16 234,580.3 1,022,234.5

OPT 6-17 234,582.0 1,022,285.6

OPT 6-18 234,594.4 1,022,335.0

OPT 6-19 234,617.5 1,022,386.9

OPT 6-20 234,647.5 1,022,428.5

OPT 6-21 234,704.5 1,022,483.7

OPT 6-22 234,768.1 1,022,527.5

OPT 6-23 234,811.2 1,022,534.4

LIMIT OF DISTURBANCE FOR

ADJACENT CONSTRUCTION

PROJECT FOR NYC PARKS

ADJACENT CONSTRUCTION PROJECT AREA

APPROXIMATE LOCATION OF STAGING

AND WORKSITE ACCESS AREAS (TO BE

CLEARED AND SEEDED IN BASE PROJECT)

ADDITIONAL CLEARING AND GRUBBING

REQUIRED FOR OPTION #6

CLEARING AND GRUBBING

FOR OPTION #6

CLEARING AND GRUBBING

FOR OPTION #6

EXISTING SEWER PIPE

15 FT BUFFER FROM

EXISTING SEWER PIPE

PROPOSED

CONTOURS

NOTES:

1. OPTION #6 BOUNDARY POINTS ARE APPROXIMATE AND THE BOUNDARY SHALL

ENCOMPASS APPROXIMATELY 3.7 ACRES.

2. OPTION #6 INCLUDES CLEARING AND GRUBBING THE OPTION AREA THAT

WAS NOT CLEARED IN THE BASE PROJECT. THIS INCLUDES THE STRIPPING OF

AT LEAST THE TOP SIX (6) INCHES OF MATERIAL.

3.OPTION #6 ALSO INCLUDES THE INSTALLATION OF A DEMARCATION BARRIER

ON THE CLEARED AREA (INCLUDING THE STAGING AND WORKSITE ACCESS

ROAD AREAS AFTER THEY ARE REMOVED), PLACEMENT OF 1 FT OF COMPOST ON

THE DEMARCATION BARRIER, THE PLACEMENT OF 1 FT OF CLEAN FILL (SUPPLIED

BY DSNY) ON THE COMPOST, AND GRASS SEEDING ON THE AREA THAT WAS NOT

INCLUDED IN THE BASE PROJECT, (THE SEEDING FOR THE STAGING AND ACCESS

ROAD AREAS IS INCLUDED IN THE BASE PROJECT).

4. THE PLACEMENT OF COMPOST AND CLEAN FILL ON THE OPTION AREA SHALL

BE TAPERED DOWN TO EXISTING GRADE AT THE OPTION AREA BOUNDARY, AND

TAPERED AROUND EXISTING TREES IF NEEDED.

5. THE PROPOSED CONTOURS ARE APPROXIMATE AND GRADING OF THE OPTION

AREA SHALL PROMOTE PROPER SITE DRAINAGE. THE MAJORITY OF THE OPTION

AREA SHALL BE GRADED TO BE FAIRLY FLAT WITH A MAXIMUM SLOPE OF 33%

AT AREA EDGES.

6. SEE SHEET GC-502 FOR DETAILS ON THE SOIL DEMARCATION BARRIER.

7. SEE SHEET CG-303 FOR CROSS-SECTIONS.

8. THE FILL FOR OPTION #6 MAY NOT BE PLACED WITHIN THE 15 FOOT BUFFER

AROUND THE EXISTING SEWER LINE.

D e s c ri p ti o n

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C o n tr a c t n o

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S c a le

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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

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P a r k

C a n d d g n

E N

D A

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S u b m i t t e d b y

U L

P l t e

J u n e

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A Q

U A

C O

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E M R

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O N

N E

W Y

O R

22 23

N 235,000

N 234,500N 234,500

CONC.

D.W.

CONC.

O.P

CONC.

D.W.

C O

MH#8

10’0" X 9’0" PIPE (R5)(N.F.V., S.N.3)

Opt 6 - 7

Opt 6 - 8

Opt 6 - 10

Opt 6 - 11

Opt 6 - 12

Opt 6 - 17

Opt 6 - 1

Opt 6 -

O pt

Opt 6 - 23

Opt 3 - 30

Opt 3 - 29

Opt 3 - 28

Opt 3 - 27

Opt 3 - 26 Opt 3 - 25

Opt 3 - 24

Opt 3 - 23

Opt 3 - 22

Opt 3 - 21

Opt 3 - 20

Opt 3 - 19

Opt 3 - 18

Opt 3 - 17

Opt 6 - 1

Opt 6 - 2

Opt 6 - 3

Opt 6 - 4

Opt 6 - 6

Opt 6 - 9

Opt 6 - 13

Opt 6 - 14 Opt 6 - 15 Opt 6 - 16

A V

Opt 6 - 5

B E

E N

U E

T A

Y L

E N

GC-101

LEGEND

EXISTING CONTOURS

POINT NORTHING EASTING

C-1 234,801.7 1,022,521.7

C-2 234,770.9 1,022,627.3

C-3 234,757.1 1,022,615.2

C-4 234,786.7 1,022,516.0

C-5 234,757.9 1,022,746.8

C-6 234,781.8 1,022,822.9

C-7 234,769.4 1,022,837.5

C-8 234,746.4 1,022,758.7

C-9 234,728.9 1,022,776.7

C-10 234,720.1 1,022,819.0

C-11 234,715.0 1,022,861.8

C-12 234,688.2 1,023,013.0

C-13 234,683.5 1,023,066.7

C-14 234,688.2 1,023,120.3

C-15 234,717.2 1,023,195.2

C-16 234,781.2 1,023,307.1

C-17 234,755.2 1,023,295.6

C-18 234,705.0 1,023,204.5

C-19 234,678.7 1,023,140.9

C-20 234,669.8 1,023,087.2

C-21 234,680.1 1,022,973.5

C-22 234,700.6 1,022,862.3

C-23 234,705.3 1,022,817.2

C-24 234,712.1 1,022,760.3

ONSITE PLACEMENT AREA

MARSH RESTORATION AREA

S - # STAGING AREA BOUNDARY POINT

AND POINT LABEL

C - #

EXISTING BIKE PATH

NEW BIKE PATH

ENTRANCE TO PARK WITH

TEMPORARY SECURITY GATE

APPROXIMATE LOCATION OF NEW

PAVED BIKE PATH

TEMPORARY SECURITY FENCE OR

GATES FOR BASE PROJECT

080 80 160FT

SCALE: 1’’= 80’

OPTION #6 AREA

BOUNDARY LINE

ADJACENT CONSTRUCTION PROJECT

WORKSITE ACCESS ROAD BOUNDARY

POINT AND POINT LABEL

W O

R K S

C E

D S T

A G

E A S

STAGING AREA SURROUNDED

BY SECURITY FENCE

S-1 234,826.0 1,022,676.5

C-9 234,728.9 1,022,776.7

C-24 234,712.1 1,022,760.3

S-2 234,708.8 1,022,732.6

S-3 234,664.4 1,022,656.5

S-4 234,536.2 1,022,573.6

S-5 234,501.4 1,022,527.0

S-6 234,487.3 1,022,457.5

S-7 234,522.3 1,022,365.8

S-8 234,601.6 1,022,399.8

S-9 234,575.2 1,022,457.4

S-10 234,625.6 1,022,506.8

S-11 234,654.7 1,022,484.2

S-12 234,726.8 1,022,551.0

S-13 234,684.0 1,022,594.3

S-14 234,736.4 1,022,634.3

S-15 234,756.3 1,022,614.4

STAGING AREA BOUNDARY POINTS

(FOR STAGING, STOCKPILING, AND DEWATERING STAGING AREA)

POINT NORTHING EASTING

STAGING AREA BOUNDARY POINTS

S-16 234,718.5 1,022,856.0

S-17 234,747.4 1,022,859.4

S-18 234,740.3 1,022,870.9

S-19 234,734.6 1,022,890.2

S-20 234,731.7 1,022,913.1

S-21 234,732.5 1,022,935.7

S-22 234,745.1 1,023,010.1

S-23 234,750.3 1,023,051.3

S-24 234,755.4 1,023,075.6

S-25 234,685.1 1,023,084.2

S-26 234,687.1 1,023,040.7

S-27 234,694.7 1,022,987.1

S-28 234,711.6 1,022,899.6

(FOR STAGING AREA SURROUNDED BY SECURITY FENCE)

AREA AVAILABLE FOR

STAGING, STOCKPILING,

AND DEWATERING

STAGING AREA SURROUNDED BY

TEMPORARY SECURITY FENCING

WORKSITE ACCESS ROADS AND

PROPOSED STAGING AREA

ADDITIONAL TEMPORARY SECURITY

FENCE NEEDED FOR OPTION #5

TEMPORARY SECURITY FENCE GATES

WORKSITE ACCESS BOUNDARY POINTS

WORKSITE EXIT WITH

ANTI-TRACKING PAD AND

TEMPORARY SECURITY GATE

OPTION #5 APPROXIMATE

TEMPORARY CLF LINE

OPTION #5 AREA

BOUNDARY LINE

EXISTING SEWER LINE

15 FT BUFFER FROM

EXISTING SEWER LINE

REFERENCE LINE

TEMPORARY CLF

SECURITY GATES

ACCESS TO ONSITE

PLACEMENT AREA

NOTES:

1. BOUNDARY POINTS ARE FOR GUIDANCE ONLY AND THE SHOWN AREAS AND FENCE LINES ARE APPROXIMATED. FENCE LINES MAY BE ALTERED WITH APPROVAL FROM THE COR FOR EASE OF CONSTRUCTION OR TO AVOID OBSTRUCTIONS.

2. THE MAIN WORKSITE ACCESS ROAD SHALL BE LOCATED ON THE APPROXIMATE LOCATION OF THE NEW BIKE PATH IN

ORDER TO MINIMUM ADDITIONAL EFFECTS TO THE SURROUNDING VEGETATION.

3. ANY STOCK PILING OR DEWATERING OPERATIONS SHALL OCCUR WITHIN A STAGING AREA AND PROPER SEDIMENT AND EROSION CONTROL MEASURES SHALL BE PROVIDED. THE SHOWN STAGING AREA IS AN APPROXIMATE AVAILABLE AREA FOR STAGING, DEWATERING, AND STOCKPILING ACTIVITIES. THE CONTRACTOR MAY PROPOSE OTHER OR ADDITIONAL STAGING

AREAS TO BE APPROVED BY THE CONTRACTING OFFICER (COR).

4. THE WORKSITE ACCESS AND STAGING AREA SHALL BE SITUATED TO MINIMIZE DISTURBANCE TO SURROUNDING TREES, AND TREE PROTECTION SHALL BE PROVIDED FOR ADJACENT TREES AS PER SHEET GC-102.

5. WORKSITE ACCESS ROADS SHALL BE 14 FEET WIDE MINIMUM.

6. TEMPORARY CHAIN-LINK SECURITY FENCE SHALL BE PLACED AROUND PORTION OF THE STAGING AREA AND AROUND THE PROJECT BOUNDARY AS SHOWN. THIS FENCING SHALL BE 8 FOOT HIGH CHAIN-LINK FENCE AND SHALL REMAIN IN PLACE FOR

THE DURATION OF THE PROJECT.

7. GATES IN THE SECURITY FENCE SHALL BE PROVIDED AS SHOWN AND ADDITIONAL GATES MAY BE PROVIDED AS NEEDED WITH APPROVAL FROM THE CONTRACTING OFFICER (COR). A SECURE PERIMETER SHALL ALWAYS BE MAINTAINED.

8. NEW TEMPORARY SECURITY FENCE MAY BE TIED INTO EXISTING CHAIN LINK FENCE AROUND THE PARK AS LONG AS THE EXISTING FENCE IS REPAIRED AND PROVIDES AN ADEQUATELY SECURED PERIMETER AROUND THE PROJECT SITE.

9. THE PORTION OF THE STAGING AREA TO BE SURROUNDED BY TEMPORARY SECURITY FENCE SHALL HOLD THE CONSTRUCTION TRAILERS AND ANY EQUIPMENT WHILE NOT IN USE. THE CONSTRUCTION TRAILERS SHALL NOT BE PLACED DIRECTLY UPON THE EXISTING SEWER LINE AND SHALL BE KEPT OUT OF THE SEWER LINE 15 FOOT BUFFER AREA AS MUCH AS POSSIBLE. THE EXISTING MANHOLE (MH#8) IN THIS STAGING AREA SHALL BE MADE AVAILABLE IF REQUESTED BY THE COR OR NYCDEP. THE CONTRACTOR WILL BE RESPONSIBLE FOR ANY DAMAGE THAT MAY OCCUR TO THE SEWER LINE DURING THE PROJECT.

10. AN ANTI-TRACKING PAD OR WASH STATION SHALL BE LOCATED AT THE WORKSITE ACCESS ROAD EXIT TO CONTROL THE

SPREAD OF SEDIMENTS FROM THE PROJECT SITE BY CONSTRUCTION VEHICLES.

11. IF OPTION #5 IS ENACTED, ADDITIONAL TEMPORARY SECURITY FENCE IS REQUIRED AROUND THIS AREA AS SHOWN. ADDITIONAL CLF MAY BE PLACED FOR THE PROJECT WITH APPROVAL FROM THE CONTRACTING OFFICER REPRESENTATIVE (COR).

12. WHEN COMPLETED WITH THE PROJECT, THE CONTRACTOR SHALL REMOVE ALL MATERIALS USED IN THE CONSTRUCTION OF THE STAGING AREAS, ACCESS ROADS, AND FENCE LINES. THE CONTRACTOR SHALL ENSURE THAT NO ADDITIONAL MATERIAL OR LOADS AREA LEFT ON TOP OF THE EXISTING SEWER LINE OR WITHIN THE SEWER LINE BUFFER.

13. AFTER FINAL REMOVAL OF THE TEMPORARY STAGING AREA AND ACCESS ROADS, THE AFFECTED GROUND SHALL BE

GRASS SEEDED. SEE SHEET CE-502 FOR GRASS SEED MIX TABLES.

TEMPORARY CLF FOR

BASE PROJECT

TEMPORARY CLF LINE

FOR BASE PROJECT

ANTI-TRACKING PAD LOCATION

(SEE SPEC SECTION 02 38 10.00 18)

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

G 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+65.4

N 235,000

N 235,500

N 234,500

S - 4

C - 15

CONC.

D.W.

C.P

CONC.

D.W.

CONC.

O.P

CONC.

D.W.

C O

DIRT +

GRAVEL ROAD

10’0" X 9’0

" PIPE (R5

)(N.F.V

., S.N .3)

MH#8

MH#9

MH#10

Stan d Pi pe

1+00

0+00

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

U E

S - 7

S - 1

S - 2

S - 15

S - 14 S - 12

S - 11

S - 10

S - 8

S - 13

S - 9

S - 6

C - 1

C - 4

C - 2

C - 3 C - 5

C - 8

C - 6

C - 7

C - 9

C - 10

C - 23

C - 11

C - 22

C - 12

C - 21 C - 13

C - 20

C - 14

C - 19

C - 18

C - 16

C - 17

S - 16

S - 17

S - 18

S - 19

S - 20 S - 21

S - 22

S - 24 S - 23

S - 25S - 26

S - 27

S - 28

A V

15’

S - 5

ASPHALT

’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’

’ 2

C - 24

25’2

25’

CONC.

D.W.

5.0 ’ C

ONC.

WALL

CONC.

S.W.

S - 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

OBRIEN AVENUE

L A

E N

M M

O N

W E

A L

E N

GC-102

E E

R O

T E

C T

LEGEND

APPROXIMATE LOCATION OF NEW PAVED

BIKE PATH

EXISTING CONTOURS

X TREE TO BE REMOVED

BRUSH LINE

FOREST LINE

TREE TO REMAIN (WITHOUT PROTECTION)

MARSH RESTORATION AREA

STAGING AREA

ONSITE PLACEMENT AREA

080 80 160FT

SCALE: 1’’= 80’

ADDITIONAL TREES TO BE PROTECTED IF

PROJECT OPTION #5 IS ENACTED

REFERENCE LINE

EXISTING BIKE PATH

NEW BIKE PATH

ADDITIONAL TREES TO BE PROTECTED IF

PROJECT OPTION #6 IS ENACTED

PROJECT AREA TREES FOR REMOVAL TREES TO PROTECT

ESTIMATED TREE REMOVAL AND PROTECTION QUANTITIES

OPTION #6

BOUNDARY

NOTE: THE ABOVE TABLE DISPLAYS THE QUANTITIES OF TREES TO BE REMOVED AND THE QUANTITIES THAT REQUIRE PROTECTION BY PROJECT AREA. THESE QUANTITIES ARE FOR APPROXIMATION ONLY. THE TREE DATA IS ONLY CURRENT TO THE DATE OF THE SURVEYS AND TREE CONDITIONS AND QUANTITIES MAY HAVE CHANGED AT THE PROJECT SITE. THE CONTRACTOR IS RESPONSIBLE FOR THE CURRENT SITE CONDITIONS, NOT THOSE DISPLAYED ON THIS PLAN SHEET. THE CONTRACTOR WILL NOT RECEIVE ADDITIONAL PAYMENTS FOR PROTECTING OR REMOVING TREES NOT DISPLAYED ON THIS PLAN SHEET, YET THE CONTRACTOR IS

RESPONSIBLE FOR PROVIDING SUCH SERVICES.

PROPOSED MARSH CONTOURS

BASE PROJECT:

MARSH RESTORATION 51 5

STAGING, ACCESS, & BIKE PATH 15 36

ONSITE PLACEMENT 4 0

OPTION #5 AREA: 0 33

OPTION #6 AREA: 0 12

TREE TO REQUIRE TREE PROTECTION

(SEE NOTE 2)

EXISTING SEWER LINE

15 FT BUFFER FROM

EXISTING SEWER LINE

OPTION #5 AREA

NOTES:

1. TREES AROUND THE PROJECT SITE NOT NOTED FOR REMOVAL SHALL BE

PROTECTED FROM DAMAGE.

2. TREE PROTECTION REQUIRES ORANGE CONSTRUCTION FENCING BE

INSTALLED AROUND THE DRIPLINE OF THE TREE WHERE THE SPACE IS

PROVIDED. IF INADEQUATE SPACE IS AVAILABLE, THE LARGEST POSSIBLE

RADIUS SHALL BE PROVIDED AND MAINTAINED.

3. TREES IN THE ONSITE PLACEMENT AREAS THAT ARE NOT MARKED TO BE

REMOVED SHALL REMAIN IN PLACE AND BE BURIED BY THE EXCAVATED FILL

MATERIAL TO THE ELEVATIONS AS NOTED IN THE ONSITE PLACEMENT AREA

PLAN (SHEET C-106).

4. ALL TREE PROTECTION FENCING SHALL BE INSTALLED AS PER THE ORANGE

CONSTRUCTION FENCE DETAIL ON SHEET GC-502.

5. TREE SPECIES AND LOCATIONS ARE FROM THE SITE SURVEYS AND ARE ONLY

CURRENT FROM THE DATE OF THE SURVEY.

6. ALL TREES IN OPTION AREAS #5 AND #6 SHALL BE PROTECTED FROM

CLEARING AND GRUBBING. THE FILL AND COMPOST TO BE PLACED IN THESE

OPTION AREAS MAY BE PLACED UP TO THE TREE TRUCKS OF THESE TREES OR

THE FILL MAY BE TAPERED DOWN TO THE EXISTING GRADE AROUND THE BASE

OF THESE TREES IF NEEDED IN ORDER TO AVOID ABRUPT EDGES OR DROPS IN

GRADE, OR TO PROTECT THE INTEGRITY OF THE TREES.

7. 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.

8. IN THE EVENT OF PROJECT AREA CHANGES OR ADDITIONAL STAGING AREAS

LOCATED, THE CONTRACTOR SHALL PROTECT AS MANY TREES AS POSSIBLE

FROM REMOVAL.

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

G 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

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)

0+00

1+00

1+65.4

N 235,500

8" POPLAR (2)

7" ALANTIS

15" LOCUST

7" LOCUST

6" LOCUST

9" LOCUST

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)

N 235,500

N 235,000

N 234,500

N 235,000

2 STORY FRAME

X X

XXX

X XX

X X

BRUSH

BRUSH BRUSH

BRUSH

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

GARAGE

2 STY

BRICK

# 18

R A

CONC.

D.W.

# 3

C.P

CONC.

PATIO

SHED

CONC.

D.W.

CONC.

# 3

O.P

GARAGE

CONC.

D.W.

# 3

SHED

FR.

SHED

# 3

GARAGE

C O

1 STY FRAME

# 12

1 STY FRAME

2 STY FRAME

# 12

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

2 S

TY F

RAME

& B

RICK

1 S

TY F

RAME

# 3

1 S

TY F

RAME

2 S

TY F

RAME

# 3

S T

F R

A M E

B R I C

2 S

TY F

RAME

2 S

TY F

RAME

# 3

2 S

TY F

RAME

& B

RICK

2 S

TY F

RAME

2 S

TY F

RAME

C K

DIRT +

GRAVEL ROAD

MH#8

MH#9

MH#10

Stan d Pi pe

SUM 72" POPLAR

14.5" POPLAR (2)

X X

BRUSH

LOCUST

4" LOCUST

26" POPLAR

8" POPLAR

6" POPLAR

8"POPLAR

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

20" POPLAR

10" POPLAR

4" SUMAC

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"

20" BLACK CHERRY (2)

SUM 40" POPLAR

14" ALANTIS

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

5’

5’ 5’

5’

15" POPLAR

TREE OF HEAVEN

12" POPLAR

18" POPLAR

10" POPLAR

X8" POPLAR

X6" MAPLE

10’

6" LOCUST

10"

TREE OF HEAVEN

10"

TREE OF HEAVEN

15"

TREE OF HEAVEN

14"

TREE OF HEAVEN

14"

ROYAL PALONIA

4" ELM

12" SUMAC

2 8" ELMS

16"

TREE OF HEAVEN

4" ELM

20"

TREE OF HEAVEN

QUAD 12" POPLAR

A S

P H

A L

X8" SUMAC

16" POPLAR

14" LOCUST

6" POPLAR

BRUSH

10" POPLAR

6" LOCUST

16" WALNUT

10" MAPLE

4" POPLAR

12" MULBERRY

8" LOCUST

6" POPLAR

4" POPLAR

8" POPLAR

X12"

TREE OF HEAVEN

8" POPLAR

12" LOCUST

ASPHALT

6" MULBERRY

16" POPLAR

12"

TREE OF HEAVEN

12" LOCUST

10" SUMAC

A S P

H A L T

12" LOCUST

X18" LOCUST

32" POPLAR

24" POPLAR

ASPHALT

9" BRADFORD PEAR

22" POPLAR

BRUSH

L E

L A

E N

U E

8" MULBERRY

12"

TREE OF HEAVEN

8" BRADFORD PEAR

6" ELM

QUAD 15" POPLAR

A V

6" SUMAC

8" BRADFORD PEAR

24" POPLAR

20" POPLAR

16" POPLAR

6" SUMAC

16" SUMAC

6" LOCUST

12" SUMAC

6" SUMAC

18"

WILLOW OAK

24" POPLAR

18" POPLAR

6" LOCUST

8" LOCUST

8" CHERRY

12" LOCUST

4" MULBERRY

6" LOCUST

9" BRADFORD PEAR

18" LOCUST

6" LOCUST

10" LOCUST

10"

TREE OF HEAVEN

15’

FRAME

GARAGE

1 STY

FRAME

1 STY

FRAME

6" LOCUST

6" MULBERRY

28" POPLAR

24" POPLAR

8" LOCUST

TREE OF HEAVEN

12" MAPLE

8" LOCUST

8" SUMAC

15" LOCUST

16" LOCUST

12" POPLAR

3 8" LOCUSTS

8" SUMAC10" SUMAC

14"

TREE OF HEAVEN

18" LOCUST

16" MAPLE

30" POPLAR

12" LOCUST

2 6" SUMACS

X4" POPLAR

8" MAPLE

4" LOCUST

10" LOCUST

24"

POPLAR

28" POPLAR

15" LOCUST

5" SUMAC

4" MULBERRY

26" POPLAR

X5" SUMAC

3 8"

LOCUSTS

X4" POPLAR

4" POPLAR

4" LOCUST

X6" POPLAR

8" LOCUST

ASPHALT

10" LOCUST

18" POPLAR

3 6"

LOCUSTS

8" MAPLE

’9

’0

N .F .V

S .N .3

10’0" X 9’0"

PIPE (R5)

(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

2 8" LOCUSTS 8"5"

8"4"

8" MAPLE

8" LOCUST

16"

POPLAR

GROUP OF LOCUSTS

8" QUAD

MULBERRY

ASPHALT

MULBERRY

20’

20’2

20’

’ 2

10"

TREE OF HEAVEN

10" LOCUST

8" MAPLE

24" POPLAR

SUMMER VEGETATIONSUMMER 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

SUMMER VEGETATIONSUMMER VEGETATION

25’2

25’

SUMMER VEGETATIONSUMMER VEGETATION

1 STY FR.

GARAGE

CONC.

D.W.

CONC.

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

SUMMER VEGETATION

S U

M M

ETA

TIO

SUMMER VEGETATION

SUMMER V

EGETATION

S U

M M

ETA

TIO

SUMMER VEGETATION

SUMMER V

EGETATION

5.0 ’ C

ONC.

WALL

CONC.

S.W.

F R

A M

2 STY

FRAME

2 S

TY F

RAME

# 1

1 S

TY B

RICK

# 1

1 S

TY F

RAME

# 1

1 S

TY F

RAME

# 1

1 STY FRAME

# 12

1 STY FRAME

# 12

2 STY FRAME

# 12

1 STY FRAME

# 12

2 STY FRAME

# 11

1 STY FRAME

# 11

1�

STY FRAME

# 11

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

LEGEND

EXISTING CONTOURS

GC-103

E R

O S

E N

O N

T R

O L

P L A

080 80 160FT

SCALE: 1’’= 80’

APPROXIMATE LOCATION OF NEW

PAVED BIKE PATH

APPROXIMATE SILT FENCE

LOCATIONS FOR BASE PROJECT

APPROXIMATE SILT FENCE LOCATION

FOR PROJECT OPTIONS

PROPOSED MARSH CONTOURS

BASE PROJECT SILT FENCE

BASE PROJECT SILT FENCEBASE PROJECT SILT FENCE

ADDITIONAL SILT FENCE REQUIRED

FOR OPTION #6 WORK

ADDITIONAL SILT FENCE REQUIRED

FOR OPTION #6 WORK

ONSITE PLACEMENT AREA

OPTION #6 AREA

STAGING AREA

MARSH RESTORATION AREA

APPROXIMATE OPTION #5

BOUNDARY LINE

APPROXIMATE OPTION #6

BOUNDARY LINE

APPROXIMATE ACCESS

ROAD LOCATION

APPROXIMATE ACCESS ROAD LOCATIONAPPROXIMATE ACCESS ROAD LOCATION

REFERENCE LINE

TURBIDITY CURTAIN

APPROXIMATE TURBIDITY CURTAIN

LOCATION FOR BASE PROJECT

BASE PROJECT

SILT FENCE

BASE PROJECT

SILT FENCE

LIMIT OF DISTURBANCE FOR

ADJACENT CONSTRUCTION

PROJECT FOR NYC PARKS

STAGING AREA

EXISTING FRINGE MARSH LOCATION

LIMIT OF DISTURBANCE TO

EXISTING FRINGE MARSH

LIMIT OF DISTURBANCE TO FRINGE MARSH

EXISTING SEWER LINE

ADDITIONAL SILT FENCE REQUIRED

FOR OPTION #5 WORK

NOTES:

1. SITE FENCE AND TURBIDITY CURTAIN SHALL BE INSTALLED PRIOR TO BREAKING GROUND FOR ANY PROJECT WORK, AND SHALL BE PROVIDED TO CONTROL EROSION THROUGHOUT THE DURATION OF THE PROJECT.

2. THE FENCE LINES SHOWN ARE APPROXIMATE AND MAY BE ALTERED WITH THE APPROVAL FROM THE COR

FOR EASE OF CONSTRUCTION OR TO AVOID OBSTRUCTIONS.

3. SILT FENCE SHALL ALSO BE PROVIDED FOR AROUND STOCKPILES IN THE STAGING AREAS AS REQUIRED.

4. ADDITIONAL SILT FENCE SHALL BE PROVIDED IF DEEMED NECESSARY FOR THE EXISTING SITE CONDITIONS.

5. ADDITIONAL SILT FENCE WILL BE REQUIRED FOR OPTION AREAS IF THE OPTION IS ENACTED FOR THE

PROJECT.

6. SILT FENCE AND TURBIDITY CURTAIN SHALL BE INSTALL AS PER DETAILS ON SHEET GC-501.

7. DISTURBANCE TO EXISTING FRINGE MARSH SHALL BE KEPT TO A MINIMUM. THE EXISTING FRINGE MARSH AREAS THAT WILL NOT BE DISTURBED DUE TO THE PROJECT GRADING ACTIVITIES SHALL BE IDENTIFIED AND A FENCE (SUCH AS ORANGE CONSTRUCTION FENCE) SHALL BE PLACED AT THIS LIMIT TO PREVENT

ACCIDENTAL DISTURBANCE.

8. ALL PROJECT DEWATERING ACTIVITIES IN THE STAGING AREAS AND THE ONSITE PLACEMENT AREA SHALL

BE SITUATED TO NOT IMPACT THE EXISTING FRINGE MARSH.

APPROXIMATE OPTION #6

BOUNDARY LINE

APPROXIMATE OPTION #6

BOUNDARY LINE

ADDITIONAL SILT FENCE REQUIRED

FOR OPTION #6 WORK APPROXIMATE STAGING

AREA BOUNDARY LINE

BASE PROJECT SILT FENCE

EXISTING PATH TO BE REMOVED

NEW BIKE PATH

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

G 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+65.4

1+00

0+00

N 234,500

N 235,500

N 235,000 N 235,000

2 STORY FRAME

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

GARAGE

2 STY

BRICK

# 18

R A

CONC.

# 3

C.P

CONC.

PATIO

SHED

CONC.

D.W.

CONC.

# 3

O.P

GARAGE

CONC.

D.W.

# 3

SHED

FR.

SHED

# 3

GARAGE

C O

1 STY FRAME

# 12

1 STY FRAME

2 STY FRAME

# 12

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

2 S

TY F

RAME

& B

RICK

1 S

TY F

RAME

# 3

1 S

TY F

RAME

2 S

TY F

RAME

# 3

S T

F R

A M E

B R I C

2 S

TY F

RAME

2 S

TY F

RAME

# 3

2 S

TY F

RAME

& B

RICK

2 S

TY F

RAME

2 S

TY F

RAME

C K

DIRT +

GRAVEL ROAD

MH#8

10’0" X 9’0

" PIPE (R5

)(N.F.V

., S.N .3)

MH#9

Stan d Pi pe

MH#10

Stan d Pi pe

N 235,500

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

U E

GILDERSLEEVE

AVE.

A V

15’

FRAME

GARAGE

1 STY

FRAME

1 STY

FRAME

ASPHALT

’9

’0

N .F .V

S .N .3

ASPHALT

20’

20’2

20’

’20’

’ 2

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

25’2

25’

1 STY FR.

GARAGE

CONC.

D.W.

CONC.

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

5.0 ’ C

ONC.

WALL

CONC.

S.W.

F R

A M

2 STY

FRAME

2 S

TY F

RAME

# 1

1 S

TY B

RICK

# 1

1 S

TY F

RAME

# 1

1 S

TY F

RAME

# 1

1 STY FRAME

# 12

1 STY FRAME

# 12

2 STY FRAME

# 12

1 STY FRAME

# 12

2 STY FRAME

# 11

1 STY FRAME

# 11

1�

STY FRAME

# 11

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

GC-501

O S

E N

O N

T R

O L

D E 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

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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 -5 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 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

TURBIDITY

CURTAIN

SHORE ANCHOR

POINT

APPLICATION NOTES:

GENERAL NOTES:

1. TURBIDITY CURTAIN SHALL BE A MAXIMUM OF 100’ LONG

FOR EACH SECTION OF CURTAIN REQUIRED. END SECTIONS

SHALL TERMINATE 10’ BEYOND THE LIMIT OF DISTURBANCE.

2. THE TURBIDITY CURTAIN SHALL BE PLACED AS CLOSE

TO THE WORK AS POSSIBLE WITHOUT INTERFERING WITH

CONSTRUCTION OPERATIONS.

3. THE CONTRACTOR SHALL CONTINUALLY MONITOR THE

INSTALLATION, TAKING INTO ACCOUNT WEATHER PATTERNS

AND REVAILING WIND DIRECTIONS THAT MAY AFFECT WATER

LEVELS, VELOCITY AND MOVEMENT OF THE TURBIDITY CURTAIN.

4. THE TURBIDITY CURTAIN SHALL BE REMOVED BY PULLING

TOWARD THE SHORE TO MINIMIZE ESCAPE OF SEDIMENT INTO

THE WATERWAY.

5. THE WEIGHTED ANCHOR SYSTEM SHALL BE A TYPE THAT

ALLOWS THE CURTAIN TO CONFORM TO THE CONTOUR OF

THE BOTTOM OF THE WATERWAY.

PROPOSED

WORK SITE

EXISTING GROUND/ WATER BANK

WEIGHTED ANCHORING SYSTEM

SEE NOTE 5

ROPE OR CABLE WITH FLOATS

(6"MIN)

A. THE PURPOSE OF A TURBIDITY CURTAIN IS TO SEPARATE

WORK AREAS IN OR ADJACENET TO WATERWAYS, TO PREVENT

TURBIDITY FROM ENERING THE WATERWAY.

B. TURBIDITY CURTAIN SHALL NOT BE PLACED ACROSS A

FLOWING WATERWAY.

C. CONCENTRATED FLOW OUTLETS SUCH AS CULVERT

OUTLETS, DITCHES, ETC. SHALL NOT BE LOCATED BEHIND

TURBIDITY CURTAIN.

POST

MESH REINFORCEMENT

(IF NECESSARY)

SILT FENCE ASSEMBLY

SILT FENCE GEOTEXTILE

EXISTING GROUND

TOE OF SLOPE

WOOD POST WITH

STAPLE PLACEMENT

WOOD POST

WITH BATTEN

SCREW

PLACMENT

A A

GC-103

TO UNDISTURBED BOTTOM

APPLICATION NOTES

GENERAL NOTES

S H

GC-103

THE PRIMARY PURPOSE OF A SILT FENCE IS TO REDUCE RUNOFF VELOCITY AND TRAP

SEDIMENT. VELOCITY IS REDUCED, WATER IS IMPOUNDED BEHIND THE MEASURE, AND

SEDIMENT FALLS OUT OF SUSPENSION.

SILT FENCE SHALL BE INSTALLED ON A LINE OF EQUAL ELEVATION (CONTOUR). THEY MAY

BE INSTALLED AT INTERMEDIATE POINTS UP SLOPES AS WELL AS AT THE BOTTOM, AS

SHOWN IN THE DETAIL.

SILT FENCE SHALL NOT BE USED IN OR ACROSS A FLOWING NATURAL CHANNEL, OR AREAS

OF CONCENTRATED FLOW.

GC-103

2SILT FENCE PLACEMENT

PLAN N.T.S

1SILT FENCE

ELEVATION VIEW N.T.S

PLACE THE END POST OF THE

SECOND FENCE INSIDE THE END

POST OF THE FIRST FENCE.

ROTATE BOTH POSTS AT LEAST

360 DEGREES IN A CLOCKWISE

DIRECTION TO CREATE A TIGHT

SEAL WITH THE GEOTEXTILE.

DIRECTION OF RUNOFF

DRIVE BOTH POSTS

ABOUT 10 INCHES

INTO THE GROUND

AND BURY FLAP.

STAPLE 6" SPACING

VERTICALLY

SECTION B

SECTION A

POSTS

STAPLE 6" SPACING

VERTICALLY

N.T.S

ATTACHMENT OF TWO SILT FENCES

WIDE LONG

GAUGE CROWN LEGS

LENGTH

PHILLIPS

HEADS SCREW/POST

SCREWS 2 " 2" 6 MIN.

WIRE STAPLES 17 MIN.

2" 5 MIN.

STAPLES/POST

N.T.S

SILT FENCE FASTENER PLACEMENT

SHORE ANCHOR POINT

LOCATED 3’ MIN. UPLAND

OF ORDINARY HIGH

WATER MARK (TYP.)

PLAN VIEW N.T.S

TURBIDITY CURTAIN

TIDAL WATERS

T Y P

S E E

N O

T E

ELEVATION VIEW N.T.S

TURBIDY CURTAIN

SECTION A-A

APPROVED (TURBIDITY

CURTAIN) GEOTEXTILE

WITH FOLDS FOR

WATER FLUCTUATION

VARIES

SEE NOTE 2

WORK AREA

ANCHOR POINTS EVERY 100 FT. MAX

BARRIER MOVEMENT DUE TO TIDAL CHANGE

STAKE OR ANCHOR EVERY 100 FT. MAX

18" MIN.

EMBEDMENT

30" (TYP.)

24" MIN.

(T Y P

SEDIMENT CONTAINMENT AREA

10’-0" MIN. (SEE NOTE 1)

FLOW

RETAIN EXISTING VEGETATION,

IF POSSIBLE

LH (SEE NOTE 8)

LS VARIES (SEE NOTE 8)

EXCAVATE TRENCH, BURY SILT FENCE FABRIC

AND BACKFILL / COMPACT EXCAVATED EARTH

GROUND

1" X 3" BATTEN

GROUND

SLOPE

S L O

P E

6’-0" MAX.

(SEE NOTE 2)

10"-0" MIN.

(SEE NOTE 1)

SEDIMENT

CONTAINMENT

AREA

SILT FENCE SHALL BE PLACED A MINIMUM OF 10’-0" FROM TOE OF SLOPE, TO PROVIDE

ADEQUATE AREA FOR SEDIMENT STORAGE AND FACILITATE MAINTENANCE OF SEDIMENT

CONTAINMENT AREA.

POSTS MAY BE 2" X 2" (MIN.) HARDWOOD, OR 1.3 LB/FT (MIN.) STEEL. SPACING FOR

THE PROVIDED SILT FENCE POSTS SHALL BE 6’-0" MAXIMUM.

THE BOTTOM EDGE OF SILT FENCE SHALL BE BURIED A MINIMUM OF 6" BELOW

GROUND. THE FENCE SHALL BE INSTALLED WITH THE POSTS ON THE DOWNSTREAM SIDE OF

THE FABRIC.

MEASURES SHALL BE INSPECTED EVERY SEVEN (7) CALENDAR DAYS OR AFTER EACH MAJOR

RAINFALL WITHIN A 24 HOUR PERIOD. MEASURES SHALL BE CLEANED AND REPAIRED AS

REQUIRED.

SEDIMENT SHALL BE REMOVED WHEN ACCUMULATION REACHES 6" OR WHEN SEDIMENT CREATES

BREACHES OR BULGES IN THE FABRIC. SEDIMENT SHALL BE DISPOSED OF AS UNSUITABLE

MATERIAL.

THE FOLLOWING ARE MAXIMUM SLOPE LENGTHS TO THESE MEASURES:

SILT FENCE

SLOPE SLOPE HORIZ

LENGTH LENGTH

L (FT) L (FT)

2:1 25 22

3:1 50 47

4:1 75 73

5:1 100 98

INSTALLATION, INCLUDING EXCAVATION, BACKFILL, AND COMPACTION OF SILT FENCE

SHALL BE INCLUDED IN THE UNIT PRICE BID FOR ITEM.

GC-502

A D

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 -5 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 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

ORANGE PLASTIC

METAL POST (TYP.)

CONSTRUCTION FENCE

10’ MAX.

TREE PROTECTION FENCE

ORANGE CONSTRUCTION FENCE

GC-102

ELEVATION VIEW N.T.S

GROUND

6" MINIMUM THICKNESS

DIRECTION OF

SURFACE

RUNOFF FLOW GRADE TO DRAIN IN

DIRECTION OFSURFACE FLOW

EXISTING

FILTER FABRIC-SEPARATION

14’ WIDE

GC-101

1WORKSITE ACCESS ROAD DETAIL

#3 CRUSHED STONE OR GRAVEL

STRENGTH CLASS 1

CROSS-SECTION VIEW N.T.S COMPACTED SUBGRADE

N.T.S

3" ASPHALT BINDER

COURSE

ASPHALT PAVING:

BIKE PATH AND OPTION #4

C-105, C-108

4" AGGREGATE

SUBBASE

(NYSDOT TYPE 2

SUBBASE, SEE

SPEC 32 11 16)

2" ASPHALT TOP COURSE

TACK COAT

1 2

WORKSITE ACCESS ROAD NOTES:

THE PURPOSE OF A STABILIZED CONSTRUCTION ENTRANCE IS TO REDUCE OR ELIMINATE

THE TRACKING OF SEDIMENT ONTO PUBLIC RIGHTS OF WAY OR STREETS.

MODIFICATIONS MAY BE REQUIRED TO MATCH FIELD CONDITIONS.

A 30’ WASH AREA AND ANTI-TRACKING PAD SHALL BE PROVIDED AT CONSTRUCTION EXIT;

ADDITIONAL GRADING MAY BE REQUIRED TO PROVIDE WASHING AREAS.

THE CONTRACTOR SHALL GRADE TO PREPARE AND SMOOTH ORIGINAL GROUND FOR

PLACEMENT OF 6" OF #3 CRUSHED STONE OR GRAVEL ENTRANCE MATERIAL UP TO THE

EDGE OF PAVEMENT.

PERIODIC MAINTENANCE MAY BE REQUIRED AND COST OF THIS MAINTENANCE WILL BE

INCLUDED IN THE UNIT PRICE BID.

EDGE OF EXISTING

PAVEMENT

OUTSIDE EDGE

OF TRAVEL LANE

SAME SLOPE

AS SHOULDER

GC-101

2WORKSITE ACCESS ROAD DETAIL

PROFILE VIEW N.T.S

(SEE SPECIFICATION SECTION 02 38 10.00 18)

50’ MIN. LENGTH MEASURED ALONG CENTERLINEOF CONSTRUCTION ENTRANCE (SEE NOTES 1, 2, AND 3)

24" TRANSITION (TYP.)

AREA FOR ANTI-TRACKING PAD AND WASHING OPERATION - 30’ MINIMUM

1’ COMPOST

1’ CLEAN SANDY

LOAM FILL

C-109, C-110CROSS-SECTION VIEW N.T.S

FOR OPTION #5 AND OPTION #6 AREAS

1’ COMPOST

C-106CROSS-SECTION VIEW N.T.S

FOR OPTION #1 ON THE ONSITE PLACEMENT AREA

EXCAVATED FILL FROM

MARSH RESTORATION

AREA (DEPTH VARIES)

1’ COMPOST

EXCAVATED FILL FROM

MARSH RESTORATION

AREA (DEPTH VARIES)

C-106

FOR OPTION #5 AND OPTION #6 AREAS FOR OPTION #1 CAPPING OF THE ONSITE PLACEMENT AREA

CROSS-SECTION VIEW N.T.S

FOR OPTION #1 INTO SIDE OF ONSITE PLACEMENT AREA

CLEAN FILL

CLEAN FILL CLEAN FILL

COMPOST

COMPOST COMPOST

EXCAVATED FILL

1’ CLEAN FILL

1’ CLEAN SANDY

LOAM FILL

SOIL DEMARCATION BARRIER NOTES:

THE PURPOSE OF THE SOIL DEMARCATION BARRIER IS TO

ESTABLISH AN INDICATOR FOR THE SEPARATION BETWEEN

IMPORTED FILL AND THE EXISTING UNDISTURBED GROUND

SURFACE (FOR OPTION #5 AND OPTION #6) OR BETWEEN

IMPORTED FILL AND THE PLACED EXCAVATED FILL FROM

THE MARSH RESTORATION AREA (FOR OPTION #1) FOR

FUTURE REFERENCE AT THE PROJECT SITE.

THE SOIL DEMARCATION BARRIER SHALL BE A NON-

BIODEGRADABLE GEOSYNTHETIC MESH OR FENCING MADE

OF HIGH DENSITY POLYETHYLENE (HDPE) OR AN APPROVED

EQUAL THAT WILL CREATE A VISUALLY NOTICEABLE,

PERMANENT LAYER THAT WILL BE QUICKLY RECOGNIZED BY

PERSONS DIGGING IN THE AREA AS AN INDICATION OF A

TRANSITION IN SOIL MATERIAL.

CHOSEN MATERIAL FOR THE SOIL DEMARCATION BARRIER

SHALL BE APPROVED BY NYSDEC BEFORE PLACEMENT.

THE SOIL DEMARCATION BARRIER SHALL BE ORANGE IN COLOR.

SEE SPECIFICATION SECTION 02 56 16.00 18, SOIL DEMARCATION

BARRIER, FOR DETAILS AND INSTRUCTIONS.

SOIL DEMARCATION BARRIER WILL NOT BE PLACED ON THE

EXCAVATED FILL IN THE ONSITE PLACEMENT AREA IF OPTION

#2 IS AWARDED.

1SOIL DEMARCATION BARRIER

EXISTING GROUND

SOIL DEMARCATION BARRIER

1SOIL DEMARCATION BARRIER

EXISTING GROUND

SOIL DEMARCATION BARRIER 2

OF ONSITE PLACEMENT AREA

GRADE TO EXISTING SIDE

SOIL DEMARCATION BARRIER

TAPER DOWN TO EXISTING GRADE (MAX 33% SLOPE)

CE-101

5 EXISTING CONTOURS

LEGEND

M A

N T

PROPOSED MARSH CONTOURS

LOW MARSH AREA

030 30 60FT

SCALE: 1’’= 30’

HIGH MARSH

MARITIME SALT SHRUBS

MARSH PLANTING AREAS

AREA ELEVATION RANGE

REFERENCE LINE

LOW MARSH/HIGH MARSH TRANSITION

NOTES:

1. MARSH PLANTING AREAS ARE BASED ON THE FINISHED

ELEVATIONS OF THE MARSH RESTORATION AREA.

2. THE FINAL LOW MARSH ELEVATIONS WILL BE VERIFIED IN

THE FIELD WITH APPROVAL FROM THE COR.

3. HERBIVORY FENCING WILL BE INSTALLED AND MAINTAINED

ON THE LOW MARSH, LOW MARSH/HIGH MARSH TRANSITION,

AND HIGH MARSH AREAS OF MARSH RESTORATION AREA.

4. SEE SHEET CE-501 FOR PLANTING TABLE AND DETAILS.

LOW-SALT TOLERANT UPLAND SHRUBS & TREES

SALT TOLERANT UPLAND SHRUBS

LOW MARSH 0.4 - 3.1

LOW MARSH/HIGH 3.1 - 3.8

MARSH TRANSITION

HIGH MARSH 3.8 - 4.5

MARITIME SALT SHRUBS 4.5 - 5.0

SALT TOLERANT 5.0 - 6.5

UPLAND SHRUBS

LOW-SALT TOLERANT 6.5 - 14.0

UPLAND SHRUBS & TREES

EXISTING FRINGE MARSH LOCATION

NOTE: MHW = 3.92 FT, MHHW = 4.36 FT

NEW BIKE PATH

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

E -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 E 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+65.4

1+00

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

1+60

1+40

1+20

0+80

0+60

0+40

0+20

0+00

3.0

2.5

1.0

3.1

1.5 .5

14.0

13.0

# 11

2 STY FRAME

# 11

1 STY FRAME

2 STY

MASONRY

SUMMER VEGETATION

SUMMER V

EGETATION

5.0 ’ C

ONC.

WALL

T H

E R I

E N

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