Amend 3 Plans.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 AND REQUIREMENTS FOR HOISTING 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

R U ls h a f e r

O M o a w a d

C-501

STAPLED END CONNECTION DETAILS

FIGURE A FIGURE B

END CONNECTION DETAIL - ABUTTEDSIDE CONNECTION DETAIL - INTERLEAFED

NOT TO SCALE

STRAIGHT STAKE

m m

(3 .5

13R

(1/2"R)

VARIESVARIES

MILD STEEL

GALVANIZED

OPTIONAL

(AASHTO M-218)

V A

R

IE

S

J-PIN RE-BAR WOOD

TYPICAL STAKE DETAILS

A

N C

H O

R

NOT TO SCALE

CLIP

STANDARD GEOCELL SECTION DIMENSIONS

NOT TO SCALE

COLLAPSED

m m

5"

(A

PPR

O X

(3" OR 8")

3.61 m (142 in)

76 O R

203 m m

DEPTH

C E L L L

E N

G T H

EXPANDED W

IDTH

EXPANDED

E X

PA

N

D E D

L E N

G T H

CELL WALLS RATHER THAN HOOKED OVER THE TENDONS.

WITH STAKE ANCHORS, STAKE ANCHORS SHALL BEAR AGAINST THE

PROTECTION SYSTEM TO THE CREST OF STEEP SIDE SLOPES.

RESTRAINT PINS) MAY ALSO BE REQUIRED TO ANCHOR THE

NOTES:

2. STAKE SIZE AND SPACING WILL VARY ACCORDING TO THE DESIGN

REQUIREMENTS.

1. WHERE SPECIFIED BY DESIGN, CLIPS (OR SUITABLE

3. WHEN CLIPS (OR RESTRAINT PINS) ARE REQUIRED IN CONJUNCTION

CLIPS SHALL BE MADE OF MOLDED HIGH-STRENGTH POLYETHYLENE.

4. DEPTH OF STAKE SHALL BE IN ACCORDANCE

WITH MANUFACTURER RECOMMENDATIONS.

EXAMPLES

’UP-SLOPE’ CELL WALL

STEP 1 - POSITION STAKE NEXT TO

STEP 2 - DRIVE STAKE INTO GROUND UNTIL

CELL WALLS

FLUSH WITH THE TOP OF THE

STAKE ANCHOR INSTALLATION - NO TENDONS

NOT TO SCALE

2 2

LONG

2 2

GEOCELL SECTION SIZES

GEOCELL CELL SIZES

THE CELL

CELL DEPTHS mm (in) NON-

STANDARD

200 (8)150 (6)100 (4)75 (3)

CELL AREA

NOMINAL

cm (in )

DIMENSIONS AT RECOMMENDED CELL EXPANSION RANGE

MINIMUM

LENGTH

cm (in)

WIDTH

cm (in)

MAXIMUM

LENGTH

cm (in)

WIDTH

cm (in)

WIDTH

CELL

LENGTH

CELL

(44.8)

289 204

(8.02)

(9.2)

(9.65)

(11.07)

THE SECTION

CELLS LENGTH

MINIMUM EXPANSION

mft ft

LENGTH

m ft

LENGTH

m

MAXIMUM EXPANSION

LENGTH

ft m ft m

NOMINAL AREA

34 22.7

14.0

16.7

19.4

12.0

6.9

4.3

5.1

5.9

3.7 9.2 2.8

27.3 8.3

14.5

16.9

20.1

23.3

5.1

7.1

6.1

4.4 2.37.7

19.7

12.1

16.8

14.5

10.4

10 CELLS WIDE (FOR SLOPE & CHANNEL PROTECTION, AND LOAD SUPPORT)

C O

N S

T R

U C

T

IO

N D

E T

A

IL

S

H

E E

T

DRAINAGE STRUCTURE No. CELL DEPTH

GEOCELL SECTION

DIMENSIONS

8"2

B

B

A A

CONNECTIONS

ABUT AND STAPLE END

CELL

VARIES

GEOTEXTILE

VARIES

AT 6 CELL CENTERS

CELL

VARIES

INTERFLEAF AND STAPLE FINS

AT SIDE CONNECTIONS

AT 3 CELL CENTERS

VARIES

PLAN

SECTION A - A SECTION B - B

TYPICAL ANCHOR SYSTEM

NOT TO SCALE

ANCHORS HOOKED OVER CELL WALLS

ANCHORS HOOKED OVER CELL WALLS

29 CELL SECTION

SINGLE LEAF GATE

Not to Scale

BETWEEN GEOCELL SECTIONS:

1. ADJACENT GEOCELL SECTIONS ARE STAPLED

NOTES FOR STANDARD CONNECTIONS

EXTERNAL CELLS SHOULD BE ALIGNED AND

STAPLED AT THE CELL WALL CONTACT POINT.

4. END CONNECTIONS BETWEEN GEOCELL SECTIONS

SHOULD BE BUTTED AS SHOWN IN FIGURE B.

THE LONGITUDINAL CENTER-LINES OF ABUTTING

SHOULD BE HELD FLUSH WHEN STAPLING.

TOGETHER USING MANUFACTURER APPROVED

3. SIDE CONNECTIONS BETWEEN EXPANDED GEOCELL

STAPLERS AND STAPLES

ALIGNED WHEN STAPLING.

IN FIGURE A. EDGE SEAMS SHOULD BE

SECTIONS SHOULD BE INTERLEAFED AS SHOWN

2. THE TOP EDGES OF ADJACENT CELL WALLS

8’-0"

STANDARD MANHOLE

FRAME AND COVER

30"

NOT TO SCALE

12" (TYP.)

3 FOOT PRECAST REINF. CONC.

MANHOLE CONICAL TOP

REMOVE CAST

IN PLACE CONC.

REMOVE 6"

TEMPORARY SLAB

REMOVE SAND

DIVERSION PIPE NO. 1

EXISTING 8’ DIAMETER DROP MANHOLE

EXIST. 10" SLAB

18" (MAX.)

CAST IN PLACE

NEW CLASS B

CONC. FILL

NOTE:

ADD MH STEPS ONCE EXISTING CONC. FILL, CONC. SLAB

AND SAND FILL REMOVED.

LC

ELEVATION

CONCRETE FOUNDATION

1/2" COLLAR WELDED TO

TERMINAL POST, GREASED

DIAGONAL BRACE , 4" � PIPE

WELDED TO SLEEVE POST

& CROSSBAR

5" � (NOMINAL) PIPE, SCHED 80,

O.D. 5.563", FILL WITH CONC.

TERMINAL POST

6" � (NOMINAL) PIPE, SCHED 40

(I.D. 6..65) SLEEVE POST

PIVOT BOLT, 1/2" �, 5

1"

2 LONG

GALV. CARRIAGE BOLT, SET ON

AXIS, HEAD SET 1/2" ABOVE POST TOP

PLAN

CROSSBAR, 4" � PIPE WELDED

TO SLEEVE POST

" 1

6"

2’-0"

912"5"912"

DETAIL A

LC

CONCRETE FOUNDATION

FIN. GR.

TERMINAL LOCK POST, 6" � (NOM.)

SCHED. 40. FILL WITH CONC.

LOCK HOUSING, 6" � (NOM.), WELD

TO BOTTOM PLATE

BOTTOM PLATE, 3/8" STL. WELD

TO POST

CROSSBAR WITH 2" HOLE FOR PIN

LOCK PIN, 3/8" �, 8

" LONG

WITH 1/2" HOLE TO ACCEPT

LOCK SHACKLE. (SEE SPEC.

FOR SHACKLE TYPE) END OF

PIN IS FLARED TO PREVENT

COMPLETE REMOVAL OF PIN

FROM LOCK POST.

DIAGONAL BRACE, 3/8" STL. WELDED

1/2" STL. CAP, WELDED TO POST

2’-0"

912"5"912"

3"212"

6"7"

6"

ELEVATION

PLAN

DETAIL B

LC

1. BACKFILL & COMPACT SOIL AROUND

FOOTINGS BEFORE INSTALLING GATE.

POST & SLEEVE

FIN. GR.

#4 REBAR, 12" O.C. B.W.

EACH SIDE, 2" CLEAR

(TYP.)

TERMINAL

LOCK POST

#6 REBAR, 12" LONG

PLACED IN OPPOSITE

DIRECTIONS (TYP.)

SEE DETAIL B SEE DETAIL A

NOTES

L= VARIES

6"

8"

CL

CONCRETE

FOUNDATION (TYP.)

ELEVATION

" LC

PLAN

LC

CROSSBAR

TERMINAL HINGE

POST & SLEEVE

TERMINAL LOCK

POST (TYP.)

L= VARIES

1’-6"

C L

1’-6"

CL

9" 2’-0"

2’-0"9"

C L

CL

LC

FIN. GR.

LOCK POST

CL

ELEVATION

L= VARIES

4" WHEEL

GATE OPENING (L)

GATE NO. SINGLE LEAF DOUBLE LEAF

WHEEL NO WHEEL

18.50’

12.00’

18.50’

16.00’

18.50’

12.00’

REMOVE BRICK OR CONC.

BLOCK USED TO SEAL

FUTURE OPENING

TERMINAL HINGE

EXISTING 30" RCCP

PROPOSED

36" DIA.

STEEL PIPE

/2

BACKFILL WITH TOPSOIL AND

SEED AS DIRECTED BY THE

CONTRACTING OFFICER

A M

E N

D M

E N

T N

O

A D

D N

O T

E T

O T

Y P

IC

A

L A

N C

H O

R S

Y S

T E

M u b m i t t e d b y

P l o t D a t e

U

.S

A R

M Y

E N

G

IN

E E

R D

IS

T

R

IC

T

C

O R

P S

O F

E N

G I N

E E

N

E W

Y O

R K

N

E W

Y O

K

D s ig n e d b y

C k d b iz e

R e v ra w in g f il e n o v ie w e d b

B

C

D

E

Sheet reference number:

F

G

H

A

B

C

D

G

H

8 7 6 5 4 3 2 01910

C o n s u l t i n g

E n g i n e e r s

D e sc ri p ti o n

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S y m b o l

A p p r.

E

F

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L

W i l l o w b r o o k B l v d W a y n e N

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N .J

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N

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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

Sheet of