Plans_Amend 1.pdf

G-002

GENERAL NOTES

WORK ADJACENT TO RAILROADS

DRIVEWAYS

LANDSCAPING

UTILITIES

(ALL ABBREVIATIONS NOTED MAY NOT BE USED)

CMPA

PP

STA.

POWER POLE

REQ’D.

O.C.

D.I. DROP INLET

EACH FACE

ON CENTER

T.O.C.

RCPA

E.F.

C.J. CONSTRUCTION JOINT

E.J. EXPANSION JOINT

T & B

P.G.L.

EDGE OF CONCRETE

EDGE OF ASPHALT

FIRE HYDRANT

EDGE OF ROAD

GROUND SHOT

EOC

EOA

FH

TB

EOR

GS

W/L

B.O.S.

STL

T.O.S.

BOTTOM OF SLAB

U.N.O.

PPC PRECAST, PRESTRESSED CONCRETE STAB.

DWG. DRAWING

E.W. EACH WAY

FAR FACE

N.F. NEAR FACE

F.F.

P.O.C. POINT OF CONTACT

FF

N.I.C. NOT IN CONTRACT

F/B FLOODWALL/BULKHEAD

NDP NO DIRECT PAY

PL

OUT-TO-OUTO.T.O.

C.P. CONE PENETROMETER

X.S.

TP

MFGR.

FORWARD

U.S.A.C.E.

O.D. OUTSIDE DIAMETERC.R.S. CORROSION RESISTANT STEEL

REF.

A.R.E.M.A.

L.O.W. LIMIT OF WORK

MANUFACTURER

RAILROAD

RIGHT OF WAY

RIGID NON-METALLIC CONDUIT

RIGID METALLIC CONDUIT

PROP.

RCCP

HEIGHT

HEADWALL

HYDRANT

IRON PIN

POUNDS

INVERT

JUNCTION BOX

HIGH POINT

LINEAR FEET

LEFT, RIGHT

IP

LT., RT.

J.B.

L.F.

LBS.

HT.

H.P.

HYD.

HW

INV.

PVI

PVT

RCP

R

PRC

PVC

PVC

PT

REINFORCED CONCRETE CULVERT PIPE

POINT OF VERTICAL TANGENCY, PAVEMENT

POINT OF VERTICAL INTERSECTION

POINT OF VERTICAL CURVATURE

REINFORCED CONCRETE PIPE

POINT OF TANGENCY

POINT OF REVERSE CURVE

POLYVINYL CHLORIDE PIPE

RADIUS

PROPOSED

L.O.M.

L.O.P.

N.T.S.

PERF.

PAV’T.

P, P.L.

BASE LINE

CONCRETE

BOULEVARD

CENTER LINE

CAST IRON PIPE

BITUMINOUS

BENCH MARK

AHEAD, BACK

CORRUGATED METAL PIPE

CULVERT

DIAMETER

EXISTING

ELEVATION

DRIVEWAY

GRATE

EAST, EASTBOUND

DITCH EXCAVATION

DROP CURB, DEPRESSED CURB

NORTH, NORTHBOUND

CUBIC YARDS

CONC.

N, NB

EX., EXIST.

EL., ELEV.

DWY.

GR.

C.Y.

DC

DE

CULV.

BM.

C, C.L.

BIT., BITUM.

L

CMP

CIP

BLVD.

AH., BK.

MIN.

POB

PK

POC

POL

L

POT

NO.

PGL

MH

MB

MAX.

M.P.

L.S.

L.P.

PARKER KAYLON MASONRY NAIL

MINIMUM

POINT ON CURVE

POINT ON LINE

POINT ON TANGENT

NOT TO SCALE

PROPERTY LINE, PROFILE LINE

PROFILE GRADE LINE

POINT OF BEGINNING

PAVEMENT

PERFORATED

NUMBER

LIMIT OF PAVEMENT (PAVING)

LIMIT OF MILLING

MILE POST

MAXIMUM

MANHOLE

MAILBOX

LUMP SUM

LOW POINT

RMC

RNMC

RTE., RT.

RR

ROUTE

BC BOTTOM OF CURB

BGRA BEAM GUIDE RAIL ANCHORAGE

C.T. CURB TRANSITION

E, EB EAST

S, SB SOUTH, SOUTHBOUND

AVE. AVENUE

BLDG. BUILDING

BORO BOROUGH

I INLET

MON. MONUMENT

POE POINT OF ENDING

RD, RDWY ROAD, ROADWAY

PC POINT OF CURVATURE

O/H OVERHEAD

DIP DUCTILE IRON PIPE

PCCP PRESTRESSED CONCRETE CYLINDER PIPE

F.O. FIBER OPTIC

OCS OUTLET CONTROL STRUCTURE

B, B.L.B/L

D, DIA., O

R.O.W., R/W

L

ABBREVIATIONS

AMERICAN RAILWAY

ENGINEERING AND

MAINTENANCE OF WAY

ASSOCIATION

CORRUGATED METAL PIPE ARCHED

C.O. CUT-OFF

W

G GAS (UTILITY)

ABAN. ABANDONED

FND. FOUND

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CAREFULLY REMOVING ALL PRIVATE LANDSCAPING ITEMS WITHIN COUNTY/MUNICIPAL RIGHT-OF-WAY

AS DIRECTED BY THE CONTRACTING OFFICER. THE CONTRACTOR SHALL PROVIDE WRITTEN NOTIFICATION TO ALL ADJOINING OWNERS REQUESTING

REMOVAL OF SUCH ITEMS SEVEN DAYS PRIOR TO THE BEGINNING OF CONSTRUCTION. FOR THOSE ITEMS STILL REMAINING PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL CAREFULLY PLACE ITEMS ONTO ADJOINING OWNERS LAND AS DIRECTED BY THE CONTRACTING OFFICER.

2. COMPACTION OF ALL FILL MATERIALS SHALL BE TO 95% STANDARD PROCTER DENSITY (ASTM D-698).

3. ALL EARTH FILL SHALL BE FREE FROM BRUSH, ROOTS AND OTHER ORGANIC MATERIAL SUBJECT TO DECOMPOSITION.

4. ALL TREES TO BE CUT SHALL BE FIELD MARKED BY THE CONTRACTOR FOR APPROVAL BY THE COUNTY INSPECTOR PRIOR TO FELLING.

5. NO TREES OVER 6-INCH DIAMETER SHALL BE REMOVED UNTIL APPROVED IN THE FIELD BY THE CONTRACTING OFFICER. TREE REMOVAL FOR

TREES UNDER 6-INCH DIA. SHALL BE INCLUDED IN THE UNIT PRICE BID FOR THE ITEM "CLEARING SITE". FOR LOCATION OF TREES TO BE REMOVED, SEE CONSTRUCTION PLANS, LOCATION OF NEW TREES SHALL BE AS DIRECTED BY THE CONTRACTING OFFICER.

6. TREES THAT ARE NOT DEPICTED ON THE PLAN AS DESIGNATED FOR REMOVAL SHALL BE PROTECTED FROM CONSTRUCTION ACTIVITIES AS INDICATED

ON THE LANDSCAPING PLANS.

7. THOSE AREAS ADJACENT TO THE CONSTRUCTION ACTIVITIES SHALL BE RESTORED TO, OR AS NEAR TO THEIR ORIGINAL CONDITION, AND AS DIRECTED

BY THE CONTRACTING OFFICER.

8. THE CONTRACTOR SHALL OBTAIN SOIL CONSERVATION DISTRICT CERTIFICATION AND REQUEST FOR AUTHORITY (RFA).

1. THE CONTRACTOR SHALL MAINTAIN ACCESS TO EXISTING DRIVEWAYS AT ALL TIMES UNLESS SPECIFICALLY APPROVED BY THE CONTRACTING OFFICER.

2. THE CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS BETWEEN EXISTING AND PROPOSED PAVEMENT IN DRIVEWAY AREAS AND WHERE

CONSTRUCTION ENDS. EXACT LIMITS OF PAVEMENT CONSTRUCTION MAY BE ADJUSTED BY THE CONTRACTING OFFICER IN THE FIELD.

3. NO SEPARATE PAYMENT WILL BE MADE FOR DRIVEWAY, CURB AND SIDEWALK CUTTING WITH SAW AND JACKHAMMER AND THE COST THERETO

SHALL BE INCLUDED IN THE VARIOUS ITEMS SCHEDULED IN THE PROPOSAL.

HERCP HORIZONTAL ELIPTICAL REINFORCED

CONCRETE PIPE

WWF

1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS AND 2001 N.J.D.O.T. STANDARD SPECIFICATIONS

FOR ROAD AND BRIDGE CONSTRUCTION", AS MODIFIED BY THE 2004 SUPPLEMENTARY SPECIFICATIONS.

2. HORIZONTAL CONTROL DATUM IS IN NAD 27 AND VERTICAL CONTROL IS IN NGVD 1929.

3. THE EXISTING TALMAGE AVENUE/VOSSELLER AVENUE/LAMONTE AVENUE/WEST MAIN STREET CENTRAL RAILROAD R.O.W. PROVIDED BY

THE ARMY CORPS OF ENGINEERS

4. ALL DIMENSIONS AND DETAILS SHALL BE VERIFIED AND COORDINATED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. DIMENSIONS AND/OR

ELEVATIONS MARKED THUS (*) ARE APPROXIMATE. CONTRACTOR SHALL VERIFY ACTUAL DIMENSIONS IN FIELD AND NOTIFY THE CONTRACTING

OFFICER OF ANY DISCREPANCIES.

5. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL NECESSARY SAFEGUARDS TO PROTECT PUBLIC SAFETY AND ADJOINING PROPERTIES.

THE CONTRACTOR SHALL COVER/PROTECT EXCAVATED AREA AT THE END OF EACH WORK DAY TO PREVENT ACCIDENTAL FALL.

6. ALL SIGNS AND BARRICADES SHALL BE FURNISHED BY THE CONTRACTOR AND PLACED BY HIM AT LOCATIONS SHOWN ON PLANS OR AS

DESIGNATED BY THE CONTRACTING OFFICER.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL FEDERAL, STATE, COUNTY AND MUNICIPAL LAWS, ORDINANCES

AND REGULATIONS.

8. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL NECESSARY EQUIPMENT AND METHODS TO KEEP EXCAVATIONS FREE OF WATER

AND PROTECT WORK FROM DAMAGE BY WATER DURING ALL STAGES OF CONSTRUCTION. NO SEPARATE PAYMENT WILL BE MADE FOR

PROVIDING AND MAINTAINING EQUIPMENT AND METHODS TO KEEP EXCAVATIONS DEWATERED. COSTS THEREOF ARE TO BE INCLUDED IN

PRICES BID FOR THE VARIOUS ITEMS IN THE PROPOSAL.

9. A PRECONSTRUCTION MEETING ORGANIZED AND CHAIRED BY THE NYD CONTRACTING OFFICE REPRESENTATIVE AND ATTENDED BY THE

CONTRACTOR AND REPRESENTATIVES OF THE COUNTY, AND THE BOROUGH OF BOUND BROOK SHALL BE HELD PRIOR TO CONSTRUCTION.

10. DETAILS AS SHOWN IN ANY SECTION SHALL APPLY TO ALL SIMILAR SECTIONS UNLESS OTHERWISE NOTED.

11. THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING WORK WITHIN THE LIMIT OF CONTRACTOR’S WORK AREA AS SHOWN ON THE PLANS.

12. THE CONTRACTOR SHALL FURNISH, PLACE AND MAINTAIN SHEETING, BRACING, SHORING AND OTHER SUPPORTS REQUIRED BY THE WORK.

COSTS THEREOF ARE TO BE INCLUDED IN THE PRICES BID FOR THE VARIOUS ITEMS IN THE PROPOSAL.

13. CONTRACTOR AND CREW WORKING WITHIN 15 FEET OF THE TRACKS MUST ATTEND ANNUAL NJ TRANSIT RAIL SAFETY TRAINING FOR

CONTRACTORS.

14. ALL EQUIPMENT OR MATERIALS HAULED TO OR FROM THE CONSTRUCTION SITE SHALL BE BY THE ROUTES DESIGNATED OR APPROVED

BY THE CONTRACTING OFFICER.

15. UNLESS NOTED OTHERWISE ALL AREAS EXCAVATED FOR CONSTRUCTION OF THE FLOODGATE SHALL BE BACK FILLED WITH STRUCTURAL

BACK FILL IN ACCORDANCE WITH SPECIFICATION SECTION 31 23 00.10 20 PRIOR TO THE COMPLETION OF CONSTRUCTION AND THE REMOVAL

OF ANY SHEETING.

16. THE PROJECT BASELINE (B/L), SHALL BE USED TO LAYOUT THE ALIGNMENT.

17. THE CONTRACTOR SHALL GRADE ALL AREAS WITHIN THE LIMITS OF CONSTRUCTION ON THE FLOOD SIDE FOR POSITIVE DRAINAGE.

18. THE TERM "PROJECT BASELINE" AND ABBREVIATION "B/L" ARE SYNONYMOUS.

19. THE PRIMARY STAGING AREA SHALL BE LOCATED AS SHOWN ON DRAWINGS CE-101, CE-102 AND CE-104.

20. THE CONTRACTOR SHALL REPLACE ALL CURB AND SIDEWALK DISTURBED DURING CONSTRUCTION.

21. CONTRACTING OFFICER’S REPRESENTATIVE AND CONTRACTING OFFICER ARE SYNONYMOUS.

STATION

REQUIRED

REINFORCED CONCRETE PIPE ARCH

TOP & BOTTOM

TOP BANK

WALL LINE

STEEL

TOP OF SLAB

UNLESS NOTED OTHERWISE

STABILIZATION

SQUARE

TOP OF CONCRETE/CASTING

EXTRA STRONG

TEST PILE

REFERENCE

UNITED STATES ARMY CORPS

OF ENGINEERS

WATER MAIN

WELDED WIRE FABRIC

PROPERTY LINE OR PLATE

PROFILE GRADE LINE

CROSS SECTIONX-SECT

WM

W, WB

WCVC

V

VAR.

U.S.G.S.

WATER METER

WEST, WESTBOUND

WHITE CONCRETE VERTICAL CURB

VALVE

VARIABLE, VARIES

UNITED STATES GEODETIC SURVEY

UTILITY POLE

UNDERGROUND

UNDERDRAIN

TYPICAL

TOWNSHIP

TRAVERSE POINT

THICK

TEMPORARY

SIDEWALK

SQUARE FEET

SQUARE YARDS

TO BE ABANDONED

TO BE REMOVED

SURVEY LINE

TELEPHONE

SHOULDER

SUBBASE OUTLET DRAIN

STATE HIGHWAY DEPARTMENT

THK, TH.

TYP.

TWP.

UP

U.D.

SW, SDWK.

SHD

SHLD.

STA.

S.O.D.

S, S.L.

TBR

TBA

TEL

TEMP.

T

STATION

SAN.

S.Y.

S.F.

SANITARY

L

STY. STORY

SRT SLOTTED GUIDE RAIL TERMINAL

ST. STREET

TP

TC TOP OF CURB

U/G

T.D. TRENCH DRAIN

TELEPHONE (UTILITY)

1. THE LOCATION OF ALL UTILITIES INDICATED ON THE PLANS ARE APPROXIMATE. THE CONTRACTOR SHALL CONTACT THE RESPECTIVE UTILITY COMPANIES

FOR FIELD MARK-OUTS. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL UTILITIES BOTH HORIZONTALLY AND VERTICALLY PRIOR TO THE START

OF ANY WORK TO DETERMINE IF ANY CONFLICTS WILL OCCUR. UTILITIES SHALL BE PROTECTED FROM DAMAGE DURING CONSTRUCTION. SEPARATE PAYMENT

WILL NOT BE MADE FOR THIS TASK. COSTS THEREOF SHALL BE INCLUDED IN PRICES BID FOR THE VARIOUS ITEMS IN THE PROPOSAL.

2. ALL PIPES, STUBS, ETC. TO BE REMOVED SHALL BE BACKFILLED WITH COMMON FILL. NO SEPARATE PAYMENT WILL BE

MADE FOR REMOVAL OR BACKFILLING. ALL COSTS THEREOF SHALL BE INCLUDED IN THE PRICE BID FOR BID SCHEDULE ITEMS 0001, 0005, 0008, 0009, 0010, AND 0011 .

3. ALL UTILITIES ARE TO REMAIN UNLESS OTHERWISE NOTED. SEE THE REFERENCED UTILITY RELOCATION DRAWING C-110, C-114, C-122 AND C-123.

4. EXISTING DRAINAGE NETWORK LOCATED ON THE LOCAL FACILITY OWNER’S PROPERTY SHALL BE CONNECTED TO THE PROPOSED DRAINAGE

NETWORK BY THE CONTRACTOR IN COORDINATION WITH U.S.A.C.E.

5. THE CONTRACTOR SHALL COORDINATE UTILITY LINE RELOCATIONS WITH THE U.S.A.C.E. AND THE RESPECTIVE UTILITY OWNERS.

1. THE CONTRACTOR SHALL NOTIFY AND OBTAIN A PERMIT FROM NEW JERSEY TRANSIT BEFORE PERFORMING ANY WORK WITHIN THE RAILROAD

SERVITUDE.

2. THE CONTRACTOR SHALL STAKE OUT THE FLOODGATE ALIGNMENT PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE

CONTRACTING OFFICER OF ANY HORIZONTAL CLEARANCES THAT DIFFER FROM THE ONES SHOWN ON THE CONTRACT DRAWINGS.

CONTRACTOR AND CREW MAY NEED TO TAKE NJ TRANSIT RAIL SAFETY TRAINING FOR CONTRACTORS. SEE GENERAL NOTE 13.

3. SUBMITTAL OF DESIGN DETAILS, SHOP DRAWINGS ETC. OF ALL TEMPORARY RETAINING STRUCTURES SHALL BE IN ACCORDANCE WITH NOTE NO. 8.

CONTRACTOR SHALL BE REQUIRED TO ALLOW SUFFICIENT PERIODS OF TIME TO GET NECESSARY APPROVALS. NO TIME EXTENSIONS

OR MODS APPLY.

4. CONTRACTOR TO SUBMIT PIPE JACKING PLANS FOR APPROVAL IN ACCORDANCE WITH NOTE NO. 8

5. UNLESS OTHERWISE AGREED, ALL WORK INVOLVING RAIL AND TRACK SUPPORT AND RELATED TRACK MATERIAL, SHALL BE OBTAINED AND PERFORMED BY

N.J. TRANSIT.

6. FOR EXCAVATION OF STRUCTURES WITHIN THE RAILROAD EMBANKMENT, INTERLOCKING STEEL SHEET PILING SHALL BE USED TO PROTECT THE TRACK(S).

7. UNDER NO CIRCUMSTANCES SHALL ADDITIONAL STORMWATER OR DEWATERING FLOW BE ROUTED ONTO N.J. TRANSIT RIGHT-OF-WAY DURING

CONSTRUCTION. THE CONTRACTOR SHALL SUBMIT A PLAN, FOR CONTROLLING RUNOFF DRAINAGE ADJACENT TO THE N.J. TRANSIT RIGHT-OF-WAY, TO THE CONTRACTING OFFICER FOR APPROVAL PRIOR TO THE START OF ANY WORK ADJACENT TO N.J. TRANSIT RAILROAD TRACKS.

8. ALL WORK WITHIN THE NEW JERSEY TRANSIT RIGHT OF WAY SHALL BE EXECUTED BY THE CONTRACTOR IN ACCORDANCE WITH NEW JERSEY

TRANSIT RAIL OPERATIONS, SPECIFICATIONS FOR PIPELINE OCCUPANCY ON NEW JERSEY TRANSIT PROPERTY EP-2 2001 AND THE REQUIREMENTS

FOR TEMPORARY SHEETING AND SHORING TO SUPPORT NEW JERSEY TRANSIT RAIL OPERATIONS, INC. TRACKS AND COORDINATED WITH NEW

JERSEY TRANSIT.

9. PAYMENT FOR NJT RAILROAD SIGNAL, COMMUNICATION AND TRACK WORK ALONG WITH FLAGMAN SHALL BE MADE BY NJDEP.

8 7 6 5 4 3 2 0

A

B

C

D

E

Sheet reference number:

F

G

H

A

B

C

D

G

H

8 7 6 5 4 3 2 01910

E

F

Sheet of

N

C-401

SCALE: 1"=120’

120 60 0 120 240

N 630000

N 629000

N 628000

N 630000

N 629000

N 628000

SEGMENT R2

SHEET CE-102

Jack M. Ciattarelli

Patricia L. Walsh

SOMERSET COUNTY 2008

BOARD OF CHOSEN FREEHOLDERS

Peter S. Palmer, Director

Rick Fontana, Deputy Director

Robert Zaborowski

LIMIT OF CONTRACT

LIMIT OF CONTRACT

CABLE

UTILITY MARKOUT

ELECTRIC

GAS

TELEPHONE

WATER

GARDEN STATE UNDERGROUND PLANT

LOCATION SERVICE 1-800-272-1000

VERIZON-NEW JERSEY, INC.

445 GEORGES RD. 2ND FLOOR

NORTH BRUNSWICK, NJ 08902

CHRIS OGRODNIK (732) 418-5601

FIBER OPTIC CABLE

TOM MILLER, SUPERINTENDENT

(732) 356-0833

PUBLIC SERVICE ELECTRIC & GAS COMPANY

474 WESTON CANAL ROAD

SOMERSET, NJ 08873

JONATHAN HALLENBACK, ELECTRIC DISTRIBUTION

(732) 764-3243

NEON (RCN METRO)

2200 WEST PARK DRIVE

WESTBOROUGH, MA 01580

STEVE LEE (617)285-9787

ABOVE NET

1118 8th. AVENUE 12th. FLOOR

NEW YORK, NY 10011

RICHARD KIKER (917) 939-2539

CABLEVISION

275 CENTENNIAL AVE., CN 6805

PISCATAWAY, NJ 08854

HOLLIS ORDERSON (732) 681-8222 (EXT. 3226)

PUBLIC SERVICE ELECTRIC & GAS COMPANY

WILLIAM MONTAGUE

80 PARK PLACE

NEWARK, NJ 07102

GAS DISTRIBUTION (973) 430-7063

NEW JERSEY AMERICAN WATER

(ELIZABETHTOWN WATER COMPANY)

120 RAIDER BLVD.

HILLSBOROUGH, NJ 08844

ROBERT GENITO (908) 431-3257

BOUND BROOK BOROUGH ENGINEER

T & M ASSOCIATES

11 TINDALL ROAD

MIDDLETOWN, NJ 07748

ROBERT KEADY, ENGINEER

(732) 671-6400

BOROUGH DEPARTMENT OF PUBLIC

PAVEMENT CONSTRUCTION (BASE BID)

PAVEMENT CONSTRUCTION (BID OPTION 1)

PAVEMENT CONSTRUCTION (BID OPTION 3)

LEGEND FOR PAVEMENT OPTIONS

WOOD

PIER

SHED

RIM

38.65

CONC.

UNPAVED DRIVE

UNPAVED DRIVE

UNPAVED DRIVE

21.0

21.2

25.5

24.5

24.1

23.9

24.0

25.2

25.0

24.8

24.7

24.2

24.3

12"14"

14"

6"

14"

5" 20"

16"

3 @ 12"

14"&8"

TRAV 12

TRAIL

GRASS

21"

TRANSMISSION

TOWER

9"

9"

9"

TRAV 13

TRAV 14

UNPAVED DRIVE

MONIT.

WELL

MONIT.

WELL

B

C

D

E

Sheet reference number:

F

G

H

A

B

C

D

G

H

8 7 6 5 4 3 2 01910

E

F

BELL TEL MH

PLAN

-100 70

EXISTING 36" W

TOP EL. 25.26

TO REMAIN IN PLACE

EXISTING GRADE

EXPOSED SIDE PROTECTED SIDE

EL. 45.20

10’-0"

4039a 41a 41b

SECTION A-A

LEGEND

11 USACE ITEM NUMBER

GEOTEXTILE

11 STONE RIPRAP

2.5’ THICK

d50 = 15"

STONE RIPRAP

2.5’ THICK

d50 = 15"

STONE RIPRAP

2.5’ THICK

d50 = 15"

RAILROAD CLOSURE STRUCTURE SWING GATE

(OPEN POSITION)

NORTH RETAINING WALL

SOUTH RETAINING WALL

PROPOSED ACCESS ROAD NO. 1

PROPOSED ACCESS ROAD NO. 2

11’X11’ CONCRETE PAD

FOR STORAGE SHED

SLOPE PROTECTION AT RAILROAD CLOSURE STRUCTURE

NOTE:

FOR RETAINING WALL SECTIONS AND PROFILE, SEE SHEETS C-303 AND S-451.

LIMIT OF

NEW PAVMENT

48" RCCP FROM

TALMAGE AVENUE

CONTRACT

30" RCCP FROM

TALMAGE AVENUE

CONTRACT

EXISTING LEVEE FROM

TALMAGE AVENUE

CONTRACT

NEW JERSEY TRANSIT

TOP RAIL

LINE POSTS TO BE EQUALLY SPACED

TIE WIRES

LINE POST

CHAIN-LINK FABRIC

(9 GAGE, 2" MESH)

10’-0" MAXIMUM 10’-0" MAXIMUM

CORNER, END,

OR PULL POST

TIE WIRES

LINE POST

TENSION

WIRE

GRADE

HOG RINGS (TYP.)

BOTTOM

OF FABRIC

CONCRETE

Not to Scale

CHAIN LINK FENCE FASTENING DETAILS

EL. 27.40%%p

EL. 25.90%%p

LIMIT OF CONTRACTOR’S

WORKING AREA

NORTH MONOLITH G1

SOUTH MONOLITH G3

REMOVABLE LOCKING COLUMN

STORAGE COLUMN

STORAGE COLUMN

EXISTING SLUICE

GATE CHAMBER

END OR GATE POST DETAIL

TENSION BAND (15" O.C. MAX

AND WITHIN 4" FROM TOP

AND BOTTOM OF FABRIC)

FABRIC

TENSION BAR TO

ENGAGE EACH FABRIC

LINK

TENSION BAR

CARRIAGE BOLTROUND POST

LINE POST ATTACHMENTS

TIE WIRE (15" O.C.

MAX. AND WITHIN

4" FROM TOP AND

BOTTOM OF FABRIC)

TENSION WIRE

TENSION BAND DETAIL

TOP RAIL ATTACHMENT

FABRIC

9-GAGE TIE WIRES

(2’-0" O.C. MAX.)

SLEEVE DETAIL

3" POST

GROUT

3 1/2"

SLEEVE

VARIES

ACCESS GATE

NO. 4

PROPOSED ACCESS

ROAD NO. 3

B

C

D

E

Sheet reference number:

F

G

H

A

B

C

D

G

H

8 7 6 5 4 3 2 01910

E

F

Sheet of

POST

GRASS

NOT FOUND

AS PER AS-BUILT 12/76

INV. 26.57

TO DITCH

R = 50.00’

L = 38.17’

POST

METAL

POSTS

METAL

POSTS

RR SIGNAL

B-101

LEGEND

23’-1"

50’-4"

0 10 5 10 20

SCALE: 1"=10’

B

C

D

E

Sheet reference number:

F

G

H

A

B

C

D

G

H

8 7 6 5 4 3 2 01910

E

Sheet of 110

LP-101

23’-1" 50’-4"

0 40

SCALE: 1"=20’

20 10 20

NOTES:

1. CONTRACTOR SHALL IDENTIFY, FLAG AND PROTECT ALL TREES WITHIN

THE PROJECT LIMITS 6" DIA. OR LARGER TO THE EXTENT PRACTICAL, AND

AS DIRECTED BY THE CONTRACTING OFFICER.

2. SEE SHEET LP-001 FOR TREE PROTECTION DETAIL.

B

C

D

E

Sheet reference number:

F

G

H

A

B

C

D

G

H

8 7 6 5 4 3 2 01910

E

C-402

ML-2 DIVERSION PIPE

AND OUTLET PART OF

TALMAGE AVENUE

BRIDGE CONTRACT

SEGMENT R2 LEVEE

AND DRAINAGE DITCH

PART OF R2 LEVEE CONTRACT

B

C

D

E

Sheet reference number:

F

G

H

A

B

C

D

G

H

8 7 6 5 4 3 2 01910

E

F

Sheet of

PSE&G

MH

POST

GRASS

CONC.

WING WALL

STONE

ABUTMENT

ABUTMENT

NOT FOUND

AS PER AS-BUILT 12/76

INV. 26.57

TO DITCH

GRAVEL

BORING GB17

LOT 1 & 22

LOT 21

LOT 20

BLOCK 15

LOT 18 & 19

LOT 17

LOT 1

BLOCK 1

LOT 1

BLOCK 3

R = 50.00’

L = 38.17’

TEST HOLE 1B

PILE

PILE

PILE

POST

METAL

POSTS

METAL

POSTS

RUINS

AG POOL

PATIO

PILE

PILE

15"

SHED

14"

PATIO

WOOD

GV

UP#

61205BB

CONC.

SLAB

14"

14" 12"

GRASS

19"

29"

2 @ 10"

GRASS

14"

13"

20" 18"

10"

UP#

61206BB

INV

30.20

12" METAL

CONC.

BASE

GRAVEL

INV

30.50

STORAGE

2 @ 14" 17"

GRASS

GRASS

GRASS

6"

GARDEN

CONC.

RR SIGNAL

Of=60,61

SHED

2 STY.

FR.

CONC.

ABUTMENT

31.86

33.21

32.41

31.78

34.55

34.74

34.16

34.03

34.31

2 STY.

FR.

#338

WOOD

STEPS

35.20

35.17

35.44

WOOD

PIER

UP NO #

GRAVEL

GRAVEL

GR. 33.48

INLET

ASPHALT

GRAVEL

GRAVEL

BORING NB3

BORING NB1

LOT 1.01

BLOCK 3

BLOCK 3

LOT 9

BLOCK 1

LOT 2

BLOCK 1

LOT 3

BLOCK 345

LOT 1

BLOCK 3

LOT 8

BORING NB2

BORING GB02-16

DECK

WOOD

CURB

GV

GV

ASPHALT

14"

UP#

61204BB

WV

GRASS

GRASS

14"

2 @ 23"

12"

13"

GRASS

STEPS

WVGV

18"

27" 10"

2 STY.

FR.

2 STY.

FR.

2 STY.

FR.

2 STY.

FR.

2 STY.

FR.

1 STY.

FR.

SHED

PLAYHOUSE

14"

6"

6"

GRAVEL

GRAVEL

24"

15"

15"

8"

20"

18"

30"

24"

RIM 32.66

RIM 32.74

GR. 32.27

INLET

GRAVEL

GRAVEL

ASPHALT

GRAVEL

METAL SHEDS

34.50

30 TREE

30 TREE30 TREE

33.56

24 TREE

24 TREE24 TREE

33.27

COR GVL

COR GVLCOR GVL

32.96

GVL DR

GVL DRGVL DR

33.67

GVL DR

GVL DRGVL DR

33.50

DC

DCDC

33.03

DC

DCDC

33.58

DC

DCDC

33.81

DC

DCDC

33.68

DC

DCDC

33.90

DC

DCDC

33.34

DC

DCDC

33.80

DC

DCDC

33.73

EOP

EOPEOP

33.99

EOP

EOPEOP

33.45

EOP

EOPEOP

34.08

1 SMC 418-420

1 SMC 418-4201 SMC 418-420

34.11

1 SMC 418-420

1 SMC 418-4201 SMC 418-420

32.95

DC

DCDC

33.45

TC

TCTC

32.97

BC

BCBC

33.64

TC

TCTC

33.10

BC

BCBC

32.90

DC

DCDC

32.49

DC

DCDC

33.05

DC

DCDC

33.01

DC

DCDC

32.41

DC

DCDC

32.85

DC

DCDC

33.72

END 4 WF

END 4 WFEND 4 WF

33.76

2 SFD 404-406

2 SFD 404-4062 SFD 404-406

33.75

TC

TCTC

33.27

BC

BCBC

33.20

DC

DCDC

33.33

DC

DCDC

32.74

DC

DCDC

33.20

DC

DCDC

33.29

CL GVL DR

CL GVL DRCL GVL DR

33.89

2 SFD 410

2 SFD 4102 SFD 410

33.84

2 SFD 410

2 SFD 4102 SFD 410

33.31

61378 BB

61378 BB61378 BB

33.85

TC

TCTC

33.42

BC

BCBC

33.84

IC

ICIC

33.60

BC

BCBC

33.58

CL 12 GVL DR

CL 12 GVL DRCL 12 GVL DR

33.37

DC

DCDC

32.94

DC

DCDC

33.44

DC

DCDC

33.53

DC

DCDC

32.97

DC

DCDC

33.41

DC

DCDC

33.65

END TRE LINE

END TRE LINEEND TRE LINE

33.35

BC

BCBC

33.86

TC

TCTC

33.11

BDC

BDCBDC

33.27

PVMT

PVMTPVMT

32.98

TC

TCTC

32.58

BC

BCBC

33.02

PVMT

PVMTPVMT

32.98

PVMT

PVMTPVMT

32.43

BDC

BDCBDC

33.91

15 TREE

15 TREE15 TREE

34.39

20 TREE

20 TREE20 TREE

34.18

18 TREE

18 TREE18 TREE

32.78

15 TREE

15 TREE15 TREE

32.77

OVRHNG

OVRHNGOVRHNG

32.71

OVRHNG

OVRHNGOVRHNG

33.62

DECK

DECKDECK

32.05

GND

GNDGND

32.78

SHED

SHEDSHED

32.73

SHED

SHEDSHED

32.99

SHED

SHEDSHED

34.70

BLG

BLGBLG

34.52

2.5ST FD

2.5ST FD2.5ST FD

34.22

2.5ST FD

2.5ST FD2.5ST FD

32.65

CL MAC DRV

CL MAC DRVCL MAC DRV

32.61

FC 6 STOCK

FC 6 STOCKFC 6 STOCK32.90

ANG 6 STOCK

ANG 6 STOCKANG 6 STOCK

34.14

END 8 STOCK

END 8 STOCKEND 8 STOCK

33.81

FC 8 STOCK

FC 8 STOCKFC 8 STOCK

33.87

8 STOCK

8 STOCK8 STOCK

35.32

GND

GNDGND

34.89

GND

GNDGND

31.27

GND

GNDGND

32.76

SWALE

SWALESWALE

33.01

SWALE

SWALESWALE

33.79

HDG ROW

HDG ROWHDG ROW

33.94

BLD COR

BLD CORBLD COR

33.97

2 ST FD

2 ST FD2 ST FD33.83

BLDG CORN

BLDG CORNBLDG CORN

33.83

BLDG CORN

BLDG CORNBLDG CORN

33.83

BLDG CORN

BLDG CORNBLDG CORN

33.86

GVL PK LOT

GVL PK LOTGVL PK LOT

33.88

GVL PK LOT

GVL PK LOTGVL PK LOT

33.15

GVL PK LOT

GVL PK LOTGVL PK LOT

32.15

GVL PK LOT

GVL PK LOTGVL PK LOT

32.46

GND

GNDGND

32.56

PLY HSF

PLY HSFPLY HSF

32.57

PLY HSF

PLY HSFPLY HSF

33.20

FL 6 STOCK

FL 6 STOCKFL 6 STOCK

33.27

DECK

DECKDECK 33.37

BLDG CORN 2ST FD

BLDG CORN 2ST FDBLDG CORN 2ST FD

36.24

GND

GNDGND

35.65

GND

GNDGND

32.96

FC 6 STOCK

FC 6 STOCKFC 6 STOCK

34.45

BLDG CORN

BLDG CORNBLDG CORN

34.60

BLDG CORN

BLDG CORNBLDG CORN

34.17

DECK

DECKDECK

34.29

FC 6 STOCK

FC 6 STOCKFC 6 STOCK

33.86

FC 6 STOCK

FC 6 STOCKFC 6 STOCK

33.47

FC 6 STOCK

FC 6 STOCKFC 6 STOCK

33.13

GND

GNDGND

35.20

GND

GNDGND

36.83

GND

GNDGND

37.24

RL 2

RL 2RL 2

36.96

RAIL 1

RAIL 1RAIL 1

37.24

RAIL 1

RAIL 1RAIL 1

SAN MH

SAN MH

BORING GB??

BORING GB2

GR. 32.62

INLET

GR. 32.40

INLET

GR. 33.40

INLET

GR. 33.60

INLET

INV. 27.55

MH RIM 33.94

RIM 33.99

MH

BELL TEL MH

GRAVEL

34.71

BDC

BDCBDC

35.31

GVL LOT

GVL LOTGVL LOT

35.36

GVL LOT

GVL LOTGVL LOT

35.25

GVL LOT

GVL LOTGVL LOT

35.19

GVL LOT

GVL LOTGVL LOT

35.41

HEDGE

HEDGEHEDGE

34.99

CL 3 SW

CL 3 SWCL 3 SW

34.87

PORCH

PORCHPORCH

35.14

2.5 SFD 431

2.5 SFD 4312.5 SFD 431

35.13

2.5 SFD 431

2.5 SFD 4312.5 SFD 431

35.15

CL 10 GVL DR

CL 10 GVL DRCL 10 GVL DR

35.01

BT MH

BT MHBT MH

34.98

BT MH

BT MHBT MH

34.79

NOP PKING

NOP PKINGNOP PKING

34.76

HEDGE

HEDGEHEDGE

34.94

B 4 SW

B 4 SWB 4 SW

35.29

35 MPH

35 MPH35 MPH

35.27

PORCH

PORCHPORCH

35.38

BSW

BSWBSW

35.26

TC

TCTC

34.80

BC

BCBC

35.03

PVMT

PVMTPVMT

34.67

TC

TCTC

34.24

BC

BCBC

34.86

PVMT

PVMTPVMT

34.32

BC

BCBC

34.80

TC

TCTC

34.42

TC

TCTC

33.97

BC

BCBC

34.11

DC

DCDC

34.60

DC

DCDC

34.59

DC

DCDC

34.69

DC

DCDC

34.13

DC

DCDC

34.59

DC

DCDC

34.66

61381 BB

61381 BB61381 BB

34.89

BSW

BSWBSW

34.90

GVL LOT

GVL LOTGVL LOT

34.23

61380 BB

61380 BB61380 BB

33.94

MH

MHMH

33.99

MH

MHMH

33.87

WV

WVWV

33.40

B INLET

B INLETB INLET33.77

BT MH

BT MHBT MH

33.84

BT MH

BT MHBT MH

34.55

BT MH

BT MHBT MH

34.06

ST SIN

ST SINST SIN

34.21

TC

TCTC

33.68

BC

BCBC

34.21

DC

DCDC

33.82

PVMT

PVMTPVMT

34.09

STOP SIN

STOP SINSTOP SIN

34.22

TC

TCTC

33.86

BC

BCBC

33.69

BC

BCBC

34.26

TC

TCTC

34.25

TC

TCTC

33.65

DC

DCDC

34.37

DC

DCDC

34.19

DC

DCDC

33.64

DC

DCDC

33.65

DC

DCDC34.16

DC

DCDC

34.41

BSW

BSWBSW

34.45

BSW

BSWBSW

34.96

HEDGE ROW

HEDGE ROWHEDGE ROW34.72

B 4 SW

B 4 SWB 4 SW

34.34

TC

TCTC

33.96

BC

BCBC

34.35

PVMT

PVMTPVMT

33.78

BC

BCBC

34.25

TC

TCTC

34.65

B 4 SW

B 4 SWB 4 SW

34.24

FC 4 CL

FC 4 CLFC 4 CL 33.72

NO PKING SIN

NO PKING SINNO PKING SIN 33.63

DC

DCDC34.18

CL 5 SW

CL 5 SWCL 5 SW

34.97

PORCH

PORCHPORCH

35.09

2 SFD 417

2 SFD 4172 SFD 417

34.60

2 SFD 417

2 SFD 4172 SFD 417

34.61

2 SBD 415

2 SBD 4152 SBD 415

34.24

2 SBD 415

2 SBD 4152 SBD 415

33.56

EOP

EOPEOP

33.49

CORN CONC

CORN CONCCORN CONC

34.49

PORCH

PORCHPORCH

34.50

2 SMD 411

2 SMD 4112 SMD 411

34.59

2 SMD 411

2 SMD 4112 SMD 411

34.40

END 5 CL

END 5 CLEND 5 CL

33.40

BSW

BSWBSW

34.49

2 SFD 405

2 SFD 4052 SFD 405

34.67

2 SFD 405

2 SFD 4052 SFD 405

33.24

CL 2 SW

CL 2 SWCL 2 SW

32.54

DC

DCDC

32.96

DC

DCDC

33.24

DC

DCDC

33.00

DC

DCDC

32.85

DC

DCDC

32.46

DC

DCDC

33.46

END 4 CL

END 4 CLEND 4 CL

33.22

CL 12 GVL DR

CL 12 GVL DRCL 12 GVL DR

32.62

A INLET

A INLETA INLET

32.74

WV

WVWV

33.05

CL 3 SW

CL 3 SWCL 3 SW

33.94

CL 3 SW

CL 3 SWCL 3 SW

34.11

GND

GNDGND

33.05

CL 10 GVL DR

CL 10 GVL DRCL 10 GVL DR

34.64

CL 10 GVL DR

CL 10 GVL DRCL 10 GVL DR

35.09

2 SFD 403

2 SFD 4032 SFD 403

34.66

2 SFD 403

2 SFD 4032 SFD 403

33.31

ST SIN

ST SINST SIN

33.50

STOP SIN

STOP SINSTOP SIN

33.13

TC

TCTC

32.56

BC

BCBC

33.11

TC

TCTC

32.40

BC

BCBC

33.14

DC

DCDC

32.61

DC

DCDC

32.55

DC

DCDC

33.01

DC

DCDC

33.27

BSW

BSWBSW

33.82

FC 4 CL

FC 4 CLFC 4 CL

33.42

F 4 SW

F 4 SWF 4 SW

33.08

TC

TCTC

32.61

BC

BCBC

33.93

TC

TCTC

33.43

BC

BCBC

33.76

PVMT

PVMTPVMT

33.46

PVMT

PVMTPVMT

33.00

BDC

BDCBDC

33.31

TC

TCTC

32.73

BC

BCBC

32.94

TC

TCTC

32.58

BC

BCBC

33.23

IB 8-2

IB 8-2IB 8-2

W W

W

W

MARKER

UP#

UP NO #

61206BB

UP#

61205BB

UP#

GV

INV. 27.55

RIM 33.94

RIM 33.99

C-104

49’-6"

45’-4"

23’-1"

50’-4"

0 10 5 10 20

SCALE: 1"=10’

B

C

D

E

Sheet reference number:

F

G

H

A

B

C

D

G

H

8 7 6 5 4 3 2 01910

E

0PLAN 10 5 10 20

I-WALL

HOR. SCALE: 1"=10’ C-106

GATE MONOLITH G2

(SEE NOTE 4)

SWING GATE (L)

SWING GATE (R)

C/L FUTURE

TRACKS

TOP OF HINGE

COL. EL. 52.6 (TYP.)

I-WALL

SWING GATE

STORAGE COL.

SWING GATE

(OPEN POSITION)

SWING GATE

STORAGE COL.

18’-0"

TOP OF WALL

EL. 45.2 (TYP.)

C/L EXIST. NJTA

NORTH TRACK

C/L EXIST. NJTA

SOUTH TRACK

REMOVABLE LOCKING

COLUMN

REMOVE UTILITY POLE

REMOVE UTILITY POLE

STORAGE

SHED

18’-0"13’-0"18’-0"

75’-0"

B

C

D

E

Sheet reference number:

F

G

H

A

B

C

D

G

H

8 7 6 5 4 3 2 01910

E

CE-102

SCALE: 1"=20’

020 10 20 40

NOTES:

1. FOR SOIL EROSION & SEDIMENT CONTROL DETAILS &

NOTES, SEE SHEETS CE-501 & CE-001.

2. FOR DIVERSION PIPE NO. 1 AND 2 SOIL EROSION AND

SEDIMENT CONTROL PLANS, SEE SHEETS CE-101 AND

CE-103.

B

C

D

E

Sheet reference number:

F

G

H

A

B

C

D

G

H

8 7 6 5 4 3 2 01910

E

F

Sheet of

38.4

38.4

38.4

25.4

POST

GRASS

UP#

26.37

24.33 26.48

25.01

25.41

CONC.

WING WALL

STONE

ABUTMENT

24.33

ABUTMENT

NOT FOUND

35.71 35.42

34.74

35.11

34.1

AS PER AS-BUILT 12/76

INV. 26.57

TO DITCH

POLE

GRAVEL

W W W

W W

W W

BORING GB17

34.80 34.84

35.20

LOT 1

BLOCK 1

LOT 1

BLOCK 3

R = 50.00’

L = 38.17’

32.0

32.8

31.2

31.7

33.3

33.8

34.3

31.8

33.1

34.0

33.9

34.2

34.4

31.6

31.2

31.8

33.0

33.5

33.9

34.4

33.4

34.2

30.8

33.2

30.4

34.734.4

34.3

33.6

33.5

34.0

34.3

34.3

33.6

33.6

34.2

34.6

34.3

34.4

34.4

33.4

33.8

34.5

33.0

32.3

32.9

32.1

32.5

34.1

34.5 33.5

34.8

31.6

31.4 31.5

32.4

31.4 30.8

30.4

30.5

29.6

29.5

29.7

32.0

31.3

32.0 32.4

30.0

29.8

30.1

34.5

TEST HOLE 1B

PILE

38.6

PILE

28.9

28.3

27.3

33.2

27.9

28.4

29.8

28.9

28.8

28.5

25.5 24.6

POST

METAL

POSTS

METAL

POSTS

31.0

30.9

38.238.4

38.6

39.0

38.7 38.6

38.4

38.1

38.6 38.0

37.7 37.3

33.2 33.8

33.2 34.8

27.9

28.2

28.5 28.5

27.8

27.1

27.8

26.9

26.7

PILE 31.4

33.5

31.9

27.9

30.4

26.7

26.9

26.0

26.4

31.0

14"

20" 18"

10"

CONC.

BASE

STORAGE

2 @ 14" 17"

GRASS

GRASS

6"

GARDEN

CONC.

RR SIGNAL

Of=60,61

SHED

27.58

26.35

24.89

CONC.

ABUTMENT

31.86

33.21

32.41

31.78

34.55

34.74

34.16

34.03

34.31

2 STY.

FR.

#338

WOOD

STEPS

WOOD

PIER

35.2

34.9

33.5

35.2

GRAVEL

BORING NB3

BORING NB1

27.9

27.8

27.4

28.1

27.7

27.6

27.6

27.4

27.4

LOT 1.01

BLOCK 3

BLOCK 3

LOT 9

BLOCK 1

LOT 2

BLOCK 1

LOT 3

BLOCK 345

LOT 1

BORING NB2

BORING GB02-16

34.0 35.3

37.0

38.0

37.1

38.0

37.2 37.1

30.0

29.7

29.7

30.3

29.6

29.5 29.2

29.3

29.6

28.5

37.1 37.1 36.8

29.229.629.7

29.730.4

31.0

30.4

36.9 36.9

36.7 36.3

36.7

38.1 38.2 38.2 38.2

38.1

38.0 38.2 38.2 38.4 38.1

32.5 34.3

36.7

38.6 38.5

36.8

34.7

34.7

35.1

34.9

35.3

35.03

BELL TEL MH

GRAVEL

34.71

BDC

BDCBDC

35.31

GVL LOT

GVL LOTGVL LOT

35.36

GVL LOT

GVL LOTGVL LOT

35.25

GVL LOT

GVL LOTGVL LOT

35.19

GVL LOT

GVL LOTGVL LOT

35.41

HEDGE

HEDGEHEDGE

34.99

CL 3 SW

CL 3 SWCL 3 SW

34.87

PORCH

PORCHPORCH

35.14

2.5 SFD 431

2.5 SFD 4312.5 SFD 431

35.13

2.5 SFD 431

2.5 SFD 4312.5 SFD 431

35.15

CL 10 GVL DR

CL 10 GVL DRCL 10 GVL DR

35.01

BT MH

BT MHBT MH

34.98

BT MH

BT MHBT MH

35.29

35 MPH

35 MPH35 MPH

35.27

PORCH

PORCHPORCH

35.38

BSW

BSWBSW

35.26

TC

TCTC

34.80

BC

BCBC

35.03

PVMT

PVMTPVMT

34.86

PVMT

PVMTPVMT

34.66

61381 BB

61381 BB61381 BB

34.89

BSW

BSWBSW

W W

W

W

MARKER

UP#

PSE&G

MH

EXISTING CENTRAL

RAILROAD OF N.J.

HOR. SCALE: 1"=30’

30 15 30 60 0

VERT. SCALE: 1"=3’

3 3 6

INV. EL. 27.20

ACCESS

GATE

0.00%

K = 7.97

A.D. = -5.02

PVI ELEV = 45.20

PVI STA = 1+16.59

K = 7.97

A.D. = 5.02

PVI ELEV = 38.00

PVI STA = 2+60

K = 16.13

A.D. = -3.10

PVI ELEV = 38.00

PVI STA = 3+35

0.00%

HIGH POINT ELEV = 45.20

HIGH POINT STA = 0+96.59

1.5

EXISTING GRADE

FROM TALMAGE AVE.

30" RCCP

K = 2.12

A.D. = -9.43

PVI ELEV = 45.20

PVI STA = 0+36

K = 2.12

A.D. = 9.43

PVI ELEV = 38.60

PVI STA = 1+06

0.00%

0.00%

0.00%

K = 1.37

A.D. = -7.30

PVI ELEV = 44.93

PVI STA = -1+24.93

K = 3.08

A.D. = 6.50

PVI ELEV = 38.98

PVI STA = -0+54.94

40.00’ VC’

40.00’ VC’

50.00’ VC’

HIGH POINT ELEV = 45.20

HIGH POINT STA = -1+52.29

10.00’ VC’

20.00’ VC’

C-201

PROP. WALL

20.00’ VC’

20.00’ VC’

HIGH POINT ELEV = 45.20

HIGH POINT STA = 0+26

LOW POINT ELEV = 38.60

LOW POINT STA = 1+16

EXISTING GRADE

PROP. GUIDE RAIL

15" DIA. STORM

15" DIA. STORM

DIV. PIPE NO. 1

36" DIA. STEEL STORM

DIV. PIPE NO. 2

53"X83" HERCP STORM

GEOTUBE (26.2’X136.8’)

TO BE REMOVED

PROP. CHAIN

LINK FENCE

PROP. GUIDE RAIL

0+00 1+00 2+00

ACCESS ROAD NO. 3 PROFILE

K = 3.14

K = 2.35

A.D. = 12.76

A.D. = -12.76

EXISTING GRADE

40.00’ VC’

30.00’ VC’

B

C

D

E

Sheet reference number:

F

G

H

A

B

C

D

G

H

8 7 6 5 4 3 2 01910

E

39a

41a

41b

5 EXCAVATION, COMMON

EXCAVATION, STRIPPING

COMPACTED EMBANKMENT MATERIAL

5" TOPSOIL & SEEDING

SUBBASE

BITUMINOUS STABILIZED BASE COURSE MIX I-2

BITUMINOUS CONCRETE SURFACE COURSE MIX I-5

BITUMINOUS CONCRETE BINDER COURSE MIX I-3

LEGEND:

9 CONCRETE

010 5 10 20

SCALE: 1"=10’

USACE ITEM NUMBER

60 ANTI-GRAFFITI PROTECTIVE COATING

C-301

NOTE:

ANTI-GRAFFITI PROTECTIVE COATING SHALL BE

APPLIED TO EXPOSED SECTIONS OF THE CONCRETE

FLOOD WALL AS DIRECTED BY THE CONTRACTING

OFFICER (SEE SPECIFICATIONS).

-60

EL. 26.24

EL. 46.00

STA. 30+00

16 EXISTING GRADE

48" RCCP

FLOOD WALL

PROTECTED SIDE

EXPOSED SIDE

EXISTING 36" W

TOP EL. 26.76

TO REMAIN IN PLACE

EL. 46.10

8’ GAS

EL. 32.00

EL. 26.50

EL. 29.00

EL. 39.00

EL. 32.50

18" RCCP

-60

EL. 26.10

EL. 45.70

STA. 30+50

48" RCCP

EXISTING GRADE

PROTECTED SIDE

EXPOSED SIDE

EXISTING 36" W

TOP EL. 25.67

TO REMAIN IN PLACE

ACCESS

ROAD 3

EXISTING LEVEE FROM

TALMAGE AVENUE CONTRACT

-60

EL. 26.10

EL. 45.70

STA. 30+25

48" RCCP

EXISTING GRADE

PROTECTED SIDE

EXPOSED SIDE

EXISTING 36" W

TOP EL. 25.67

TO REMAIN IN PLACE

ACCESS

ROAD 3

EXISTING LEVEE FROM

TALMAGE AVENUE CONTRACT

EL. 26.10

STA. 30+60

0+90

4039a 41a 41b

PROTECTED SIDE

EXPOSED SIDE

-0+60 0+00

EXISTING 48" RCCP

EXISTING GRADE

EXISTING 36" W

TOP EL. 25.67

TO REMAIN IN PLACE

EXISTING LEVEE FROM

TALMAGE AVENUE CONTRACT

EL. 45.20

ACCESS

ROAD 3

EL. 45.20

1+00

4039a 41a 41b

STA. 31+00

10’

PROTECTED SIDE

0+00-0+60

PROP. CHAIN

LINK FENCE

EXPOSED SIDE

RETAINING WALL

2 1/2

EXISTING 36" W

TOP EL. 25.26 *

TO REMAIN IN PLACE

APPROX. LOCATION OF

EXISTING 18" STORM

APPROX. INV. EL. 26.10*

TO BE ABAN. OR REMOVED

EXISTING LEVEE FROM

TALMAGE AVENUE

CONTRACT

EL. 25.90

EXISTING

48" RCCP

EXISTING

30" RCCP

EXISTING GRADE

EL. 27.40

-60

EL. 26.10

EL. 45.70

STA. 30+75

48" RCCP

EXISTING GRADE

PROTECTED SIDE EXPOSED SIDE

EXISTING 36" W

TOP EL. 25.67

TO REMAIN IN PLACE

EXISTING LEVEE FROM

TALMAGE AVENUE CONTRACT

B

C

D

E

Sheet reference number:

F

G

H

A

B

C

D

G

H

8 7 6 5 4 3 2 01910

E

0 30 15 30 0 3 3 6

VERT. SCALE: 1"=3’ HOR. SCALE: 1"=30’

1.5

100’ WIDE R.O.W.

C-115

4A STA. 5+66.98=

4B STA 7+87.87

INSTALL PIPE BY JACK & BORE

B

C

D

E

Sheet reference number:

F

G

H

A

B

C

D

G

H

8 7 6 5 4 3 2 01910

E

100’ WIDE R.O.W.

VERT. SCALE: 1"=3’ HOR. SCALE: 1"=30’

1.5

C-116

4A STA. 5+66.98=

4B STA 7+87.87

INSTALL PIPE BY JACK & BORE

B

C

D

E

Sheet reference number:

F

G

H

A

B

C

D

G

H

8 7 6 5 4 3 2 01910

E

VERT. SCALE: 1"=3’ HOR. SCALE: 1"=30’

1.5 60 C-117

100’ WIDE R.O.W.

TRACK LIVE LOAD

INFLUENCE LINE

12.

13.

BASED ON A SITE VISIT BY T&M ASSOCIATES, THE EXISTING SANITARY SEWER

MANHOLE LOCATED BEHIND LOTS 8 & 9 BLOCK 5 APPEARS TO HAVE A LONG

SHELF INSIDE, THAT PROTECTS BOTH THE SANITARY AND ADJACENT STORM

SEWER. THE CONTRACTOR SHALL CONFIRM THE LOCATION AND DEPTH OF ALL

SEWERS INCLUDING ANY SPECIAL FEATURES (LONG SHELF ETC.) PRIOR TO

CONSTRUCTION

CONTRACTOR SHALL PROTECT EXISTING UTILITY’S DURING CONSTRUCTION.

0 30 15 30

0 3 3 6

VERT. SCALE: 1"=3’

HOR. SCALE: 1"=30’

1.5

60 C-119