plans amend 5.pdf

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CONCRETE AND REINFORCING STEEL NOTES:

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STRUCTURAL STEEL NOTES:

SHOP CONNECTIONS SHALL BE WELDED UNLESS NOTED OTHERWISE. IF BOLTED CONNECTIONS ARE

THE FOLLOWING ITEMS SHALL BE HOT-DIPPED GALVANIZED AFTER FABRICATION:

B. OTHER MISCELLANEOUS METAL ITEMS INDICATED ON THE DRAWINGS.

ALL WELDING SHALL BE ELECTRIC WELDING. WORKMANSHIP AND TECHNIQUE, WHERE APPLICABLE, WELDING SYMBOLS SHOWN ARE THOSE ADOPTED BY THE AMERICAN WELDING SOCIETY AND INDICATE

ONLY SIZE AND TYPE OF WELDS REQUIRED. DETAILED INFORMATION SHALL BE SHOWN ON THE SHOP

DRAWINGS AND SUBMITTED BY THE CONTRACTOR FOR APPROVAL.

DIMENSIONS SHOWN OR CALLED FOR ARE THE FINAL DIMENSIONS; ALLOWANCES MUST BE MADE FOR

MACHINING.

STRUCTURAL STEEL FABRICATION AND ERECTION SHALL CONFORM TO THE A.I.S.C. "CODE OF STANDARD PRACTICE FOR

CONCRETE SECTION

EQUAL TO OR GREATER THAN 24 IN. THICK

GREATER THAN 12 IN. AND LESS THAN 24 IN. THICK

REINFORCING CONCRETE COVER

1.

CLEAR COVER (IN.)

2.

BAR

SIZE

TOP OTHER TOP OTHER TOP OTHER

CONCRETE COVER

= 1"

CONCRETE COVER

= 1 1/2 "

CONCRETE COVER

= 2" OR GREATER

#3

16 16 16 16 16 16

#5

#6

NOTES: TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12 IN. OF

CONCRETE CAST BELOW THE BARS.

LAP SPLICE LENGTHS SHOWN ARE MINIMUM VALUES. PROVIDE

LONGER LAP SPLICE IF CALLED OUT ON A DRAWING.

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CATEGORY

A

B

A

B

A

B

A

B

12 12 12 12 12 12

15 12 12 1215 15

20 16 16 1620 20

22 17 15 1519 19

29 22 19 1924 24

31 24 17 1722 22

40 31 22 2229 29

#7 A

B

A

B

A

B

50 38 28 2537 33

64 50 37 3348 42

#8

#9

62 48 36 2947 37

80 62 47 3760 48

76 58 44 3657 46

98 76 57 4674 60

#10

#11

A

B

A

B

92 70 54 4470 57

92 70 5791 74119

83 64 5384 68108

84 6889141 108 109

A=TENSION DEVELOPMENT LENGTH (INCHES)

B=LAP SPLICE LENGTH (INCHES)

TENSION LAP SPLICE AND DEVELOPMENT LENGTHS

STRUCTURAL NOTES:

A. LADDERS

ALL CONNECTIONS, UNLESS NOTED OTHERWISE, SHALL BE DESIGNED FOR

STRUCTURAL CONCRETE

STRUCTURE OR PORTION OF

STRUCTURE

COMPRESSIVE STRENGTH

(PSI)

4,000

OTHER FEATURES

2,500STABILIZATION SLABS

3,000PAVING

3,000

MINIMUM CONCRETE COVER FOR ALL FLOODWALL BASE SLAB,

WALLSTEMS, AND CONCRETE CAPS SUBJECTED TO HYDROSTATIC

LOADING. (PER USACE EM. 1110-2-2104)

CONCRETE MINIMUM COMPRESSIVE STRENGTHS

AT 28 DAYS (90 DAYS IF POZZOLAN OR SLAG IS USED)

EXCEPT AS NOTED, ALL STRUCTURAL STEEL SHALL BE ASTM A36; WIDE FLANGE SHAPES SHALL BE ASTM A992;

STEEL BUILDINGS AND BRIDGES", LATEST EDITION.

SHEET PILING AND SHORING NOTES:

PIPE GUARD FILL

10.

T-WALL STEM, PILASTERS,

BUTTRESSES, BASE SLAB,

I-WALLS AND RETAINING WALLS

STEEL SHEET PILING SHALL BE ASTM A572 GRADE 50; STRUCTURAL PIPE SHALL BE ASTM A53 GRADE B;

STEEL H-PILES SHALL BE ASTM A572, GRADE 36; STRUCTURAL TUBING SHALL BE ASTM A500 GRADE B OR A501.

PAINTING OF STRUCTURAL STEEL SHALL CONFORM TO SPECIFICATION SECTION 09 97 02.

GALVANIZING SHALL CONFORM TO SPECIFICATIONS SECTION 05 50 03.00 10.

REINFORCING DETAILS SHALL CONFORM WITH "DETAILS AND DETAILING OF CONCRETE REINFORCMENT" ACI-318/318R-05.

ALL REINFORCING STEEL SHALL BE ASTM A-615 (GRADE 60).

PROVIDE ALL BARS, CHAIRS, ACCESSORIES, ETC. AS REQUIRED TO MAINTAIN REINFORCING IN PROPER LOCATION

AND ORIENTATION.

REINFORCEMENT, WHERE NECESSARY, TO AVOID OPENINGS, PIPES, EMBEDDED ITEMS AND OTHER OBSTRUCTIONS, SHALL BE BENT OR SHIFTED AS DIRECTED BY THE CONTRACTING OFFICER.

ALL REINFORCING STEEL SHALL BE CONTINUOUS WITH FULL TENSION LAP SPLICES U.N.O.. AT NON-CONTINUOUS ENDS

OF BEAMS AND SLABS (NOT WALLS), PROVIDE ACI RECOMMENDED 90 DEGREE HOOK FOR TOP BARS, EXCEPT AT CORNERS.

OMIT HOOKS ON EXTERIOR BARS AND PROVIDE CORNER "L" BARS (EXTERIOR HORIZONTAL TOP, BOTTOM, AND ALL

INTERMEDIATE BARS) LAPPING 24 BAR DIAMETERS IN EACH DIRECTION, U.N.O. WALL CORNER REINFORCING SHALL BE IN

ACCORDANCE WITH TYPICAL DETAIL SHOWN IN STRUCTURAL PLANS EXCEPT WHERE SHOWN OTHERWISE.

CONSTRUCTION JOINTS SHALL BE PROVIDED WHERE SHOWN ON THE DRAWINGS. WHERE NOT SHOWN, CONSTRUCTION

JOINTS SHALL BE PLACED AT LOCATIONS THAT SHALL NOT IMPAIR THE INTEGRITY OF THE CONCRETE STRUCTURE.

THE LOCATION OF THE ADDITIONAL CONSTRUCTION JOINTS SHALL BE APPROVED BY THE CONTRACTING OFFICER.

PIPE SLEEVES ARE REQ’D. AT ALL THROUGH WALL AND THROUGH SLAB PIPE PENETRATIONS. STRUCTURAL DRAWINGS

DO NOT SHOW ALL PENETRATIONS. COORDINATE STRUCTURAL WORK WITH ALL OTHER TRADES TO LOCATE SLEEVES.

PROVIDE 3/4 " CHAMFER FOR ALL EXPOSED CONCRETE CORNERS.

ALL GROUT SHALL BE NON-METALLIC, NON-SHRINK GROUT EXCEPT AS NOTED OTHERWISE.

FOR ’’WALL’’ CONCRETE PLACEMENT, THE CONTRACTOR SHALL EITHER PLACE A CONSTRUCTION JOINT AT APPROXIMATELY

MID-WALL HEIGHT OR SHALL EMPLOY TEMPORARY "WINDOWS" IN THE FORMS TO FACILITATE CONCRETE PLACEMENT

AND CONSOLIDATION.

ALL WALLS, SLABS AND BEAMS NOT EXPOSED TO HYDROSTATIC

LOADING SHALL CONFORM WITH ACI 318-05, U.N.O.

STATE PLANE COORDINATE

N494756.1

E3665566.13

INDICATES SECTION OR

DETAIL DESIGNATION;

LETTER INDICATES SECTION

NUMBER INDICATES DETAIL

A

REQ’D. CONCRETE

INDICATES SECTION OR DETAIL

TAKEN FROM AND SHOWN ON THE

SAME SHEET LETTER INDICATES

SECTION NUMBER INDICATES

DETAIL

X

X

WWGGCCCCPPPTTTPPPCCCCGGWWEEFOFOCTVCTVEETTTTTCTVCTVXXXX

B.M.

IIIIIIEETTEEXXXX

GV

WV

CO

REMOVE

D-5

1 STORY

FRAME

REMOVE

6"G

8"W or or or or

C.M.R.C. OR

U

SIGN

30 LF 15" RCCP

(C)

(F)

MARSH

BORCL L

(C)

(F)

BUILDINGS

MON

OR

PROPOSED

GENERAL

UTILITIES

DRAINAGE

ROADWAY

ITEM

LEGEND

EXISTING PROPOSED

MISCELLANEOUS ITEMS

CHAIN-LINK WOOD

OR

ALUMINUM

RIGHT OF WAY

BEAM GUIDE RAIL

GUIDE RAIL END TERMINALS

EDGE OF ROADWAY PAVEMENT

GROUND CONTOUR

BORING LOCATION

CONCRETE MONUMENT

CONCRETE BARRIER

BEAM GUIDE RAIL END ANCHORAGES

EDGE OF SHOULDER PAVEMENT

GROUNDWATER OBSERVATION WELL LOCATION

CURB

SIGN

FENCE

PROBING

TREES/SHRUBS

UNPAVED DITCH OR CHANNEL

LIP CURB INLET

DROP INLET OR CATCH BASIN

FLARED END SECTION

SANITARY SEWER

STREAM

MANHOLE

HEADWALL

UNDERDRAIN

STORM DRAIN

LEVEE/POND

TRAFFIC LIGHT

WATER VALVE

GAS VALVE

JUNCTION BOX

CLEANOUT

WATER HYDRANT

WATER MAIN VALVE

POWER LINE UNDERGROUND

PETROLEUM PIPELINE

N.J. TURNPIKE COMMUNICATIONS CABLE

FIBER OPTIC

MANHOLE

GAS PIPELINE

UTILITY POLE

WATER MAIN

TELEPHONE OR COMMUNICATIONS LINE UNDERGROUND

TELEPHONE OR COMMUNICATIONS LINE OVERHEAD

POWER LINE OVERHEAD

CABLE TV

DEMOLITION OF BUILDINGS

REMOVE

ABANDON

TREE TO BE REMOVED

FRAME, CIRCULAR COVER

NEW MANHOLE, SQUARE

FOR EXISTING INLET

CAST IRON EXTENSION FRAME

BENCHMARK

CHANNEL LINING

TOP OF CUT SLOPE

TOP OF FILL SLOPE

CENTERLINE OR BASELINE

RESET HEAD (INLET OR MH)

CONCRETE PARAPET OR WALL

RIPRAP

RECONSTRUCT (INLET OR MH)

STATION EQUATION

WETLANDS LIMIT

COUNTY OR MUNICIPAL LINE

EXISTING TOPOGRAPHY

EASEMENT LINE

RAILROAD

SILT FENCE

TEST PIT

SHALL CONFORM TO THE AWS D1.1 (SEE SPECIFICATION 05 50 03.00 10).

INDICATES SHT.

SHOWN ON

INDICATES SHT.

TAKEN FROM

DRILLED SHAFT NOTES:

1. WHERE INDICATED ON DWGS. TO PASS REINFORCING STEEL THROUGH HANDLING HOLES AND WHERE HOLES

ARE NOT LOCATED WITHIN THE PORTION OF THE SHEET PILING EMBEDDED IN THE T-WALL BASE SLAB, THE CONTRACTOR

SHALL PROVIDE HOLES 3" IN DIAMETER LARGER THAN THE BARS. EDGE OF HOLES SHALL BE A MINIMUM OF 1"

FROM BOTTOM OF BASE SLAB.

2. ALL SHORING WITHIN 25 FEET OF ALL RAILROAD TRACK CENTERLINES SHALL BE HOT ROLLED STEEL SHEET PILING.

TRENCH BOXES WILL NOT BE PERMITTED.

3. EXCEPT AS NOTED FOR SHORED EXCAVATIONS, SHORING SHALL NOT BE INSTALLED CLOSER THAN 5 FEET TO THE

RAILROAD TRACK CENTERLINE, MEASURING FROM THE NEAR FACE OF THE SHORING. PROPOSED LOCATION OF ALL

SHORING WITHIN 25 FEET OF THE RAILROAD CENTERLINE IS SUBJECT TO REVIEW AND APPROVAL OF NEW JERSEY TRANSIT.

4. EXCEPT AS NOTED FOR SHORED EXCAVATIONS, SHORING INSTALLED PARALLEL TO THE RAILROAD TRACK ALIGNMENT

AND WITHIN 15 FEET OF THE TRACK CENTERLINE SHALL BE ABANDONED IN PLACE AND CUT-OFF A MINIMUM

OF 2 FEET BELOW FINISHED GRADE.

S

ITEM NUMBER 87

REQUIRED, THEY SHALL BE WITH A MINIMUM OF TWO 3/4 "\ A-325 HIGH STRENGTH BOLTS (U.N.O.).

ONE HALF OF THE TOTAL ALLOWABLE UNIFORM LOAD FOR THE SPECIFIC SPAN.

SEE SHT. S-601 FOR DRILLED SHAFT TOP ELEV., TIP ELEV., AND DESIGN CAPACITIES. FINAL TIP

ELEVATIONS GIVEN ON THE DRAWINGS MAY VARY AS A RESULT OF THE DRILLED SHAFT TEST

PROGRAM. THE CONTRACTOR SHALL NOT BE ENTITLED FOR CONSIDERATION OF ADDITIONAL

COMPENSATION UNLESS THE TOTAL DRILLED SHAFT LENGTH FOR THE PROJECT EXCEEDS THE

TOTAL DRILLED SHAFT LENGTH AS SHOWN ON THE DRAWINGS BY 10%.

ALL DRILLED SHAFTS SHALL HAVE TENSION UPLIFT CONNECTORS, UNLESS NOTED OTHERWISE ON THE DRAWINGS.

8 7 6 5 4 3 2 0

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Sheet reference number:

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H

A

B

C

D

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H

8 7 6 5 4 3 2 01910

E

F

Sheet of

SEE NOTES

BELOW

PIPE SHALL BE WHITE PVC SCHEDULE 40 ASTM

1785 OR PVC SDR-26 ASTM 2241. FITTINGS SHALL

BE WHITE PVC OR ABS OF MATCHING WALL

THICKNESS AND INSIDE DIAMETER AND MEETING THE

MATERIALS REQUIREMENTS AND TESTING SECTIONS

OF ASTM D-2466 FOR PVC AND ASTM D-2468 FOR

ABS. ALL JOINTS SHALL BE SLIP FIT AND NOT

THREADED OR CEMENTED. PVC FITTINGS MEETING

ASTM D-2665 WILL ALSO BE ACCEPTABLE. PVC

OR ABS MATERIAL SHALL BE ULTRAVIOLET LIGHT

STABILIZED.

SPRINGS SECURED TO

WIRE TIE ON REAR PIPE

ON BASE FRAME

A #6 3/16" DIAMETER

SOLID BRAIDED NYLON

ROPE SHALL BE SECURED

INTERNALLY TO ITSELF

90 DEGREE ELBOWS TYP.

ALL CORNERS

3 SANDBAGS, 1 CU. FT.

CAPACITY EACH 18"x24"

SPRING TAUT WIRE CABLE

ASSEMBLY 5/8"x11"

NO. 8 SPRINGS (TWO),

HAND TENSIONED

NOTES:

11" MAX

11" MAX

SANDBAG

9" MIN TO 12" MAX

9" MIN TO 12" MAX

1 1/2" TYP. ALL CONNECTIONS

3" PVC

3"x3" WYE3"x3" TEE

3" ELBOW

SANDBAG

(TYP.)

NOTES:LEGEND

NON-REFLECTORIZED SPACE ORANGE

2" MAX. NON-REFLECTORIZED SPACE ORANGE (TYP.)

3"x3" TEE

3"x3" WYE

11" MAX

9" MIN TO 12" MAX

CONCRETE BARRIER

2’-0"

2’-8"

4’-0"

4’-0"

A A

DRUMS

SECTION A-A

BREAKAWAY BARRICADES

TOP VIEW OF BASE

FRONT VIEW

SIDE VIEW

TRAFFIC CONES

TEMPORARY CRASH CUSHION, INERTIAL BARRIER SYSTEM, 9 MODULESRETROREFLECTIVE SHEETING DETAIL

PRECAST CONCRETE CURB CONSTRUCTION BARRIER END TREATMENT

GENERAL NOTES

4" PIPE LENGTHS

USED AS

COUPLERS (TYP.)

3"x3" WYE

BASE MAY BE OF BREAKAWAY BALLASTED TYPE

PRECAST CONCRETE CURB

CONSTRUCTION BARRIER

1.

2.

RETROREFLECTIVE

DESIGN SPEED 30 MPH

1’ TO 2’

XXX WEIGHT OF SAND IN POUNDS

SHEETING (SEE NOTE)

TRAFFIC CONES SHALL BE PREDOMINATELY ORANGE IN COLOR

2" SPACE

BASE

6" SILVER (WHITE) REFLECTIVE

SHEETING, TYPE II

3" TO 4" SPACE FOR HANDLING

4" SILVER (WHITE) REFLECTIVE

SHEETING, TYPE II

PLASTIC OR RUBBER

WEIGHT 7 LBS. MIN.

1 3/4" MIN. O.D.

14" MIN.

7 1/2"

MIN. O.D.

MIN.

(MAY BE LARGER THAN TOP)

6" MIN. REFLECTORIZED STRIPES WHITE (TYP.)

6" MIN. REFLECTORIZED STRIPES ORANGE (TYP.)

18" DIA.

9"-12"

4"

4" (TYP.) 4" (TYP.)

10%%d

MAX.

EDGE OF TRAVELED WAY

TRAFFIC FLOW

8 (MIN.)

TRAFFIC FLOW

20’

20.5’%%p

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

NOT TO SCALENOT TO SCALE

MINOR MANUFACTURER’S VARIATIONS MAY BE

ACCEPTABLE UPON APPROVAL OF THE ENGINEER.

BASE DIAMETER

LAYOUT

WIDE ANGLE PRISMATIC

RETROREFLECTIVE

SHEETING (ORANGE

AND WHITE)

BACKING MATERIAL:

ALUMINUM SHALL BE FLAT SHEET OF ALLOY 5052-H38 OR 6061-T6 ALLOY, 0.10 GAUGE.

TEMPORARY SIGN SUPPORTS:

SIGN SUPPORTS SHALL BE OF WELL SEASONED LUMBER, S4S, FREE OF SPLITS, KNOTS AND

WARPS, OR OF STEEL COMPONENTS.

WOOD POSTS SHALL HAVE A UNIFORM CROSS-SECTION AND SHALL NOT EXCEED THE

FOLLOWING DIMENSIONS FOR:

- SINGLE POST = 4" x 6"

- TWO POSTS = 3" x 6" OR 4" x 5"

- THREE POSTS = 3" x 5" OR 4" x 4"

4" x 6" WOOD POSTS SHALL BE MODIFIED BY DRILLING 1 1/2 INCH DIAMETER HOLES 4 INCHES

AND 18 INCHES ABOVE THE GROUND LINE AND PERPENDICULAR TO THE ROADWAY CENTERLINE.

NO BRACING IS PERMITTED. VERTICAL CLEARANCES FOR SIGNS MOUNTED ON WOOD SUPPORTS

SHALL BE 7-FOOT MINIMUM. EMBEDMENT DEPTH FOR THE WOOD POST SHALL NOT EXCEED 3.5

FEET.

STEEL POSTS SHALL BE IN ACCORDANCE WITH THE STANDARD DETAIL FOR U-POST SIGN

SUPPORT.

TEMPORARY SIGN SUPPORTS NOT MEETING THIS CRITERIA SHALL BE SHIELDED BY A

LONGITUDINAL BARRIER OR CRASH CUSHIONS.

SIGN FACES:

SIGN FACES SHALL BE ASTM D 4956 TYPE VII OR VIII FLUORESCENT ORANGE SHEETING.

FASTENING:

ALL SIGNS SHALL BE SECURELY FASTENED TO THEIR SUPPORTS WITH BOLTS, NUTS AND

WASHERS IN ACCORDANCE WITH THE SPECIFICATIONS.

APPROXIMATE LOCATION OF

DRUMS DURING NON-WORKING

HOURS AS DIRECTED

OPEN EXCAVATION

6 MIN.

APPROXIMATE LOCATION OF DRUMS

DURING WORKING HOURS

ROADWAY

GREATER THAN 2 INCHES

6"

ESCAPE RAMP DETAIL

NOT TO SCALE

ESCAPE RAMPS MUST BE CONSTRUCTED AND

MAINTAINED DURING NON-WORKING HOURS

WHERE A VERTICAL DROP GREATER THAN 2

INCHES EXISTS ADJACENT TO TRAVELED LANE.

NOTE:

NOT TO SCALE

TEMPORARY PAVEMENT

SUPERPAVE HOTMIX ASPHALT 19M64

INTERMEDIATE COURSE, 2 " THICK

DENSE GRADED AGGREGATE

BASE COURSE, 8" THICK

SUBBASE, 8" THICK

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2.

3.

4.

THE 9"MIN. x 48",OR 12"MAX. x 48" BARRICADE RAILS SHALL BE FABRICATED

FROM 0.125"MAX.PLASTIC SHEETING AND SHALL BE ATTACHED,4 PER RAIL,

WITH 1 INCH NO. 14 PAN HEAD METAL SCREWS OR PLASTIC RIVETS. ALL

CORNERS SHALL BE ROUNDED.

ORANGE AND SILVER (WHITE) STRIPES SHALL BE RETROREFLECTIVE

SHEETING,ASTM D 4956 TYPE III, AS SHOWN FOR CONSTRUCTION SIGNS.

ALTERNATE ORANGE AND SILVER (WHITE) STRIPES 6" WIDE SLOPING DOWNWARD

AT AN ANGLE OF 45 DEGREES IN THE DIRECTION TRAFFIC IS TO PASS.

THE 18" X 24" SANDBAGS SHALL BE FABRICATED FROM POLYPROPYLENE AND SHALL

HAVE A CAPACITY OF 1 CU. FT. PLACEMENT OF SANDBAGS SHALL BE AS SHOWN

ABOVE.

THE FRAMING FOR BARRICADE PANELS SHALL BE NCHRP-350 CRASHED

TESTED AND FHWA APPROVED. SEE SPECIFICATION SUBSECTION 617.03

CT-501

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(AS REQUIRED)

(AS REQUIRED)

AS SHOWN ON PLANS OR AS

DIRECTED BY THE CONTRACTING OFFICER

SEE RETROREFLECTIVE SHEETING DETAIL FOR APPROPRIATE

CROSS HATCHING SCHEME.

MODULES SHALL BE PLACED ON PAVEMENT, SLOPES NOT

TO EXCEED 5%. EXACT LOCATIONS SHALL BE AS DIRECTED

BY THE CONTRACTING OFFICER AND MANUFACTURER’S

REPRESENTATIVE.

AS SHOWN ON PLANS OR AS

DIRECTED BY THE CONTRACTING OFFICER

FILLET OF MATERIAL DENSE GRADED

AGGREGATE BASE COURSE OR OTHER

MATERIAL AS APPROVED BY THE

CONTRACTING OFFICER REPRESENTATIVE

NOTE: MINOR MANUFACTURERS VARIATIONS MAY BE

ACCEPTABLE UPON APPROVAL OF THE CONTRACTING

OFFICER REPRESENTATIVE.

WHEN BALLAST IS REQUIRED BY THE CONTRACTING OFFICER REPRESENTATIVE, SAND SHALL

BE USED. THE MAXIMUM WEIGHT OF THE BALLAST SHALL BE 50 LBS. AND BE LOCATED

APPROXIMATELY AT GROUND LEVEL.

DRUMS SHALL BE MADE OF ORANGE PLASTIC WITH A MINIMUM OF FOUR ALTERNATE

ORANGE AND WHITE REFLECTORIZED STRIPES. IF THERE ARE NON-REFLECTORIZED

SPACES BETWEEN THE STRIPES, THEY SHALL BE NO MORE THAN 2" WIDE. STRIPES

SHALL BE REFLECTIVE TYPE III SHEETING.

THE TOP OF THE DRUM SHALL NOT BE OPEN.

DRUMS SHOULD BE UNIFORM WITH THE ORANGE ON TOP AND SHALL COMPLY WITH

MUTCD 2003 EDITION.

DRUMS SHALL BE CONSTRUCTED TO INHIBIT ROLLING IF KNOCKED OVER.

THE REFLECTORIZED AREA OF DRUMS SHALL BE ROUND EXCEPT THAT OTHER

SHAPES, WHICH PROVIDE THE SAME VISIBILITY AS AN 18" DIAMETER ROUND DRUM

REGARDLESS OF ORIENTATION, MAY BE USED IF APPROVED BY THE BUREAU OF

MATERIALS.

THE CONTRACTOR SHALL NOTIFY THE SOMERSET COUNTY ENGINEERING DEPARTMENT AND

CONTRACTING OFFICER A MINIMUM OF 48 HOURS PRIOR TO THE INSTALLATION OF DETOUR

SIGNING.

THE CONTRACTOR IS DIRECTED TO NOTIFY THE COUNTY, THE BOROUGH OF BOUND BROOK

POLICE AND FIRE DEPARTMENTS AND CONTRACTING OFFICER ONE WEEK PRIOR TO START OF

CONSTRUCTION AND 24 HOURS PRIOR TO IMPLEMENTATION OF DETOUR.

PAVEMENT TAPERS IF AND/OR WHERE DIRECTED BY CONTRACTING OFFICER.

TAPER PER STANDARD TRAFFIC CONTROL DETAILS TO BE DETERMINED BY THE FOLLOWING

FORMULA:

L = WV FOR SPEEDS GREATER THAN 40 MPH

L = V W FOR SPEEDS EQUAL TO OR LESS THAN 40 MPH

WHERE:

L = MINIMUM LENGTH OF TAPER

V = NUMERICAL VALUE OF POSTED SPEED LIMIT PRIOR TO WORK

W = WIDTH OF OFFSET

LENGTH FOR LANE SHIFTING TAPER SHALL BE 1/2 x L (MINIMUM).

TAPER LENGTH FOR SHOULDER CLOSING SHALL BE 1/3 x L (MINIMUM).

PROVIDE THREE (3) W1-6 (L OR R) EQUALLY SPACED ON BARRICADES IN LANE TAPER AS SHOWN

ON PLANS OR IF AND/OR WHERE DIRECTED BY THE CONTRACTING OFFICER.

100 FEET BEYOND EACH INTERSECTION OR MAIN ACCESS POINT WITHIN THE AREA OF A LANE

OR SHOULDER CLOSURE THERE SHALL BE A W1-6 MOUNTED ON A BREAKAWAY BARRICADE

CENTERED ON THE CLOSED WIDTH.

ADVANCE WARNING SIGNS AND TAPERS MAY BE EXTENDED AS SIGHT DISTANCES REQUIRE TO

ADJUST FOR REDUCED VISIBILITY DUE TO THE HORIZONTAL AND VERTICAL CURVATURE OF THE

ROADWAY.

ROADS ENTERING THE ROADWAY AFTER THE FIRST ADVANCE WARNING SIGN SHALL BE PROVIDED

WITH AT LEAST ONE SIGN (W20-1, ROAD WORK AHEAD) AS A MINIMUM.

THE CONTRACTOR THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD SHALL MAINTAIN THE

REQUIRED CONSTRUCTION WARNING SIGNS. CONSTRUCTION SIGNS SHALL BE REMOVED OR

COVERED WITH AN OPAQUE MATERIAL WHEN THE MESSAGE IS NOT APPLICABLE FOR A

PARTICULAR STAGE.

W1-6 (L OR R) SIGN MOUNTED ON BREAKAWAY BARRICADES, SHALL BE PLACED ON LIGHT WEIGHT

SIGN BACKING MATERIAL, OF THE SAME TYPE AS THE REFLECTIVE RAILS OF THE BREAKAWAY

BARRICADES.

BREAKAWAY BARRICADES SHALL BE TYPE II PVC OR TYPE II PE, WITH 3 SAND BAGS FOR

WEIGHTING DOWN THE BARRIER.

FLASHING WARNING LIGHTS SHALL NOT BE AFFIXED TO ANY SIGN OR BARRICADE.

SIGN W20-7 OR 20-7a SHALL BE USED IF AND/OR WHERE DIRECTED BY THE CONTRACTING

OFFICER.

IT IS THE CONTRACTOR’S RESPONSIBILITY TO:

A. COVER CONSTRUCTION SIGNS WHEN THEY ARE NO LONGER APPLICABLE.

B. REMOVE ALL TRAFFIC STRIPES CONFLICTING WITH THE FLOW OF TRAFFIC.

EXCEPT AS SPECIFICALY PERMITTED IN THE SPECIFICATIONS THE CONTRACTOR SHALL PERFORM

ALL WORK REQUIRING LANE AND ROADWAY CLOSURES IN ACCORDANCE WITH THE FOLLOWING

SCHEDULE: 9PM TO 5AM.

THE CONTRACTOR SHALL PERFORM REMAINING WORK NOT REQUIRING LANE OR CLOSURE IN

ACCORDANCE WITH THE FOLLOWING SCHEDULE:

7 A.M. TO 8 P.M. MONDAY THRU SATURDAY AS PER LOCAL ORDINANCE.

MAINTAIN ACCESS TO EXISTING DRIVEWAYS WITHIN PROJECT LIMITS AT ALL TIMES.

(S) REPRESENTS A SPECIAL SIZE SIGN.

SPECIAL SIGNS SHALL HAVE BLACK MESSAGE ON ORANGE WIDE ANGLE PRISMATIC

RETROSPECTIVE SHEETING FOR VISUAL IMPACT PERFORMANCE BACKGROUND. REFERENCE IS MADE

TO THE PUBLICATION ENTITLED "STANDARD ALPHABETS FOR HIGHWAY SIGNS AND PAVEMENT

MARKINGS" BY THE FEDERAL HIGHWAY ADMINISTRATION FOR LETTER STROKE AND DESIGN AND

SPACING BETWEEN LETTERS IN A WORD. SPACING BETWEEN WORDS IN A LINE, BETWEEN LINES

OF A MESSAGE, AND BORDER REQUIREMENTS SHOULD BE DETERMINED BY GOOD SIGN-PAINTING

PRACTICES.

REFERENCE IS MADE TO THE CURRENT PUBLICATION ENTITLED, "MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICES FOR STREETS AND HIGHWAYS," (MUTCD).

REFERENCE IS MADE TO THE CURRENT PUBLICATION ENTITLED "STANDARD HIGHWAY SIGNS" BY

THE FEDERAL HIGHWAY ADMINISTRATION, BUREAU OF PUBLIC WORKS, WASHINGTON, D.C.

ALL SIGNS AND BARRICADES SHALL BE FURNISHED AND PLACED BY THE CONTRACTOR AT THE

LOCATIONS DESIGNATED BY THE CONTRACTING OFFICER REPRESENTATIV, UNLESS OTHERWISE

NOTED.

IF AND/OR WHERE DIRECTED BY THE CONTRACTING OFFICER REPRESENTATIVE, THE CONTRACTOR

SHALL SUPPLY AND PLACE ADDITIONAL SIGNS AND BARRICADES AT THE UNIT BID PRICE.

THE CONTRACTOR SHALL MAINTAIN DRAINAGE FLOW DURING THE DURATION OF CONSTRUCTION.

DISTANCE LEGEND, SIGN NUMBER FOLLOWED BY LETTER AND DISTANCE:

LETTER DISTANCE

A 1500 FEET

B 1000 FEET

C 500 FEET

D ___ MILE

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D

E

Sheet reference number:

F

G

H

A

B

C

D

G

H

8 7 6 5 4 3 2 01910

E

0+00 1+00 2+00

2+75

LP-101

MP

COMMON NAME SCIENTIFIC NAME QUANTITY

LETTER

CODE

CONTAINER

TYPE

PLANT

SIZE

#2 2-3’BAYBERRY MYRICA PENSYLVANICA

#2 CONTAINER - 9" DEEP X 8" DIAMETER

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

ELEC BOX

ON POLE

ASPHALT

UP#

E60977BB

TEL. CABLE

MARKER

WOOD BEAM

RR

SIGNAL

MILE

POST

TRAV 22

W

W

C.O.

C.O.

G

G

W W

W

G

37.3

36.3

36.9

30.0

30.0

29.8

28.8

30.1

29.3

27.9

29.0

25.8

26.2

26.8

27.3

26.2

26.7

30.36

31.5

29.64

29.70

29.89

30.34

30.28

30.45

34.0

35.4

35.2

32.8

32.6

37.2

36.2

36.0

36.2

36.0 36.9

36.2

35.7

23.8

22.1 22.3 22.1

34.5

36.0

34.5

35.8

22.2

22.2

23.9

22.3

22.222.4

34.534.2

34.334.0

35.4

33.8

35.5

34.1

35.0

35.534.2

35.4 35.3

35.4

35.3

32.6

31.7

30.7

25.5

29.6

33.5

35.3

22.7

22.3

27.5

27.3

26.9

25.6

26.0

24.6

23.4

25.4

25.9

22.6

29.0

29.8

29.35

29.59

28.92

27.20

30.07 29.68

29.58

30.13

30.28

31.05

31.4

31.23

32.8 32.5

33.0 33.3

36.0

33.2 32.9

33.1

32.7

35.3

31.6

31.7

31.3

31.0

30.9

30.2

30.3

STONE

STEPS

UP#

PS187BB

METAL

BARRIER

05 5 10FT

SCALE: 1"=5’

C-104

EXISTING FOOTING

EXISTING FOOTING

BEGIN I-WALL AND FLOOD PROTECTION

STA. 10+00 W/L

= STA. 109+63.8, 85.7’ RT. B/L

END OF EXISTING FENCE

W/L

LIMIT OF CONTRACTORS

WORKING AREA

REMOVE AND REPLACE

ALUMINUM FENCE

AS REQUIRED

RELOCATE

EXIST. BENCHES

RELOCATED

BENCHES

RELOCATED

BENCH

WALL-MOUNTED

ELECTRIC WINCH

WALL-MOUNTED

ELECTRIC WINCH

REMOVE ALUMINUM FENCE

AND REPLACE WITH GATE

(SEE STRUCT. DETAILS)

INSTALL NEW

BRICK PAVERS

TOP OF WALL

EL. 29.67

TOP OF WALL

EL. 29.00

TOP OF STEM WALL

EL. 44.00

TOP OF I-WALL

EL. 40.00

24 L.F. NEW INTERLOCKING

BLOCK RETAINING WALL

(SEE SHEET C-503)

EDGE OF NEW BASE

SLAB FOUNDATION

TOP OF STEM WALL

EL. 44.00

TOP OF STEM

WALL EL. 44.00

STA. 10+13.50 W/L

STA. 10+25.50 W/L

STA. 11+51.75 W/L

STA. 11+96.75 W/L

END I-WALL AND FLOOD PROTECTION

STA. 12+06.75 W/L

= STA. 109+79.2’, 41.2’ LT. B/L

STA. 11+63.75 W/L

STA. 109+35.19 B/L

STA. 11+11.94 W/L

CONSTRUCT BRICK

PAVER AREA

TOP OF WALL

EL. 31.67

TOP OF WALL

EL. 28.00

CONC. RETAINING

WALL (SEE

STRUCTURAL PLANS)

CONC. BLOCK WALL

(SEE ARCH. PLANS)

TRENCH DRAIN

CONC. RETAINING

WALL (SEE

STRUCTURAL

DRAWINGS)

NEW BRICK PAVERS

REMOVE & REPLACE

EXIST. BRICK PAVERS

AS REQUIRED

PROPOSED FENCE

CAST 4" SLEEVE INTO BASE SLAB

FOR GATE POST SIMILAR TO

DETAIL ON SHEET C-503EXISTING HAND HOLE

EXISTING CABINET

FOR CLOCK TOWER

CONTROLS

EXISTING

CONCRETE PAD

REMOVE & REPLACE

EXIST. BRICK PAVERS

AS REQUIRED

PROPOSED CABINET

FOR FLOOD CONTROL GATE

JUNCTION BOX

PROPOSED ALUMINUM ROLLER GATE

FIRE DEPARTMENT PARKING LOT

TO BE REPAVED, FOR PAVING

DETAIL SEE SHEET C-501

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

BORING GB-20

GND. 27.3

TOP OF STAKE 32.0

CB

CB

GRAVEL

BORING GB-19

BRUSH

RIM 21.6

INV 19.0

RIM 21.5

INV 19.1

A-503

S O

U T

H M

A

IN

S T

R E

E T

C L

O S

U R

E S

T R

U C

T U

R E

B U

IL

D

IN

G

A R

C H

IT

E

C T

U R

A L

A R

C H

IT

E

C T

U R

E D

E T

A

IL

S

S H

E E

T

1/2 10

1/2 10

1 20 1/2

1 20 1/2

1 20 1/2

1 20 1/2

80 421

80 421

SCALE: 1/2"=1’-0"

6" 1"

ROLLING DOOR BOTTOM DETAIL (INSIDE)

1" THICK HDPE PLASTIC

(COLOR BLACK) PROFILE

AS INDICATED

STAINLESS STEEL

SCREWS @6" O.C.

STAINLESS STEEL

SCREWS @6" O.C.

40 211/2

EL. 23.46 EL. 23.55

EL. 23.58

EL. 24.02

002HW SET 1SS1 3/4"7’-0"3’-0"ASS002

001---SS-17-0" (M.O.)8’-0" (M.O.)BSS001 -

DOOR SCHEDULE

DOOR

NO.

ROOM NAME THK.WIDTHMAT. TYPE HT

DOOR

MAT. HEAD

FRAME

JAMB SILL

HARD-

WARE TYPE

LINTEL

REMARKS DOOR

NO.

4/A-503 3/A-503

GATE ROOM

VESTIBULE

EXTERIOR OVERHEAD DOOR W/ HDPE PLASTIC

AS PER SPECS AND

AS PER MANUFACURER

STANDARDS

SEE HARSWARE

SCHEDULE

SEE

DETAILS

SEE

DETAILS

EXTERIOR DOOR. PROVIDE EXT. SADDLE/ PROVIDE 24"x24"

LOUVER W/ INSECT SCREEN AND 1/2" DIA. STAINLESS STEEL

SECURITY BARS 4" O.C. BETWEEN LOUVER PANELS

M .S

O .M

P

.G

/0

NOTE:

ASHFORD FORMULA AS MANUFACTURED BY CURCRETE DISTRIBUTION INC.

OR APPROVED EQUAL SHALL BE USED TO SEAL THE INTERIOR WALLS AND

FLOORS OF THE CLOSURE STRUCTURE BUILDING.

A M

E N

D M

E N

T N

O

R E

V

IS

E D

G L

A S

S B

L O

C K

S

IZ

E A

N D

A L

U M

L

O U

V E

R A

N D

A D

D E

D N

O T

E

S 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

R

N

W

Y O

R K

N

E W

Y O

K

D s ig n e d b y 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

D a te

S y m b o l

A p p r.

E

F

T E

L

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

.J

N .J

C

E R

T

IF

IC

A

T E

O F

A U

T H

O R

IZ

A

T

IO

N

G A

D w n b b m it te d b a te w in g c o d il e n a m e

K

G

B \C

A D

D \S

M a in

S t u n d e rp a ss

\A M

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D M

E N

T -5

\0 -R

G A

T -A

-5 -A

R C

H -D

E T

.d g n

/6 /2

F I L

E N

A M

E

O n s y

M o a w a d

K

G

B \C

A D

D \S

M a in

S t u n d e r p a s s \A

M E

N D

M E

N T

\0

R

G A

T A

A

R C

H D

E T

.d g n

D A

T E

Sheet of

:4

:0

A

M

G R

E E

N B

R O

O K

S U

B -B

A S

IN

O

F T

H E

R A

R

IT

A N

R

IV

E R

G R

E E

N B

R O

O K

F L

O O

D D

A M

A G

E R

E D

U C

T

IO

N P

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JE

C

T

S E

G M

E N

T R

-2 S

O U

T H

M A

IN

S

T R

E E

T C

L O

S U

R E

S T

R U

C T

U R

E

A N

D R

E G

R A

D

IN

G O

F T

H E

D R

IV

E

W A

Y A

T R

A

IL

R O

A D

A V

E N

U E

B O

R O

U G

H O

F B

O U

N D

B R

O O

K N

E W

J E

R S

E Y

C o rp o ra ti o n

F R

A N

C

IS

J

G E

R A

N N

.J

P R

O F

E S

S

IO

N A

L E

N G

IN

E

E R

L ic

N o

G E

JU

L

Y

A S

S C

H E

D U

L E

AS SCHEDULE

(V .I

.F

SCALE: 1/4"=1’-0"

1 TYPE "A"

M.O. WIDTH

M .O

H

E

IG

H

PROVIDE 3"X5/8"

PERFORATION IN

BOTTOM SLATS AS

SHOWN

A-503

DOOR ASSEMBLY

WIDTH (V.I.F.)

ROLLING OVERHEAD

STAINLESS STEEL DOOR

SCALE: 1/4"=1’-0"

2 TYPE "B"

24"

A-503

A-503

PROVIDE 24"x24"

LOUVER W/ INSECT

SCREEN AND SECURITY

BARS

S.S. FLASHING

FRAME

S.S. DOOR AND

GROUT FILLED SOLID

DOOR HEIGHT

7’-0" AFF

SEALANT

SEALANT

SOLID

GROUT FILLED

ANCHOR AS

SPECIFIED TYP.

SEALANT

SEALANT

FRAME

S.S. DOOR AND

1/2 10

SCALE: 3"=1’-0"

3 DOOR JAMB DETAIL- EXTERIOR WALL

SCALE: 3"=1’-0"

4 DOOR HEAD DETAIL- EXTERIOR WALL

HORIZONTAL REINFORCEMENT

8"

4" SOLID CONC.

MASONRY UNIT

6"

INT.

EXT.

10H

10J

9A

2-L3"x3"x1/4"

STAINLESS STEEL ANGLES

UNTEL

2"

QUADRA VENT WEEPS

@ 24" O.C. (TYP.)

1’-9"

SCALE: 1 1/2"=1’-0"

5 ROLLING DOOR HEAD DETAIL

6 ROLLING DOOR GUIDE DETAIL

STAINLESS STEEL HOOD (TYP.)

STAINLESS STEEL DOOR GUIDE

EXTERIOR

DOOR M.O.

WALL ABOVE

S.S. / FILLER PIECE

S.S. / GUIDE CHANNEL

NOTE: DIM. FOR GUIDE CHANNEL LOCATION,

TO MFG. STANDARD FOR INSTALLATIONS.

A-503

A-503

1’-0"

CONC. MASONRY BLOCK WALL

WITH HORIZONTAL REINFORCEMENT

@ 16" O.C. (TYP.)

2-L5"x5"x1/4"

STAINLESS STEEL ANGLES

(SEE DETAIL 1/A-504)

(1A & 1B)

DOOR HOOD,AND OTHER INFO. VARIES. REFER

VERT. REBAR REINF. JAMB

BLOCK/CORE FILLED SOLID

W/ CONCRETE FULL HT.

6" SOLID WEATHER FACE BLOCKS

ON BOTH SIDES OF LINTEL

2-#5 VERTICAL REBARS

AT JAMB BLOCKS (TYP.)

10A

10B

25B

10H

9A GROUT FILL BLOCK CELLS SOLID

VERTICAL REINFORCEMENT #6

REBARS @ 8" O.C. (EVERY CELL)

4" FROM OUTSIDE FACE

4"

QUADRA VENT WEEPS

@ 24" O.C.

7 GLASS BLOCK / LOUVER DETAIL

HORIZONTAL TRUSS TYPE

REINFORCEMENT @ 16" O.C.

GROUT FILL CMU CELLS SOLID

INSECT SCREEN

PROVIDE CONTINUOUS ALUMINUM

STRIP TO FINISH THE JOINT BETWEEN

LOUVER AND GLASS BLOCK

STAINLESS STEEL

FLASHING

LOUVER LEG TO OVERLAP

THE GLASS BLOCK

CAULK

3" ALUM. LOUVER

12" SPLIT FACE

MASONRY BLOCKS

A-503

1’-0"

6" SOLID WEATHERED FACE BLOCKS

ON BOTH SIDES OF LINTEL

WEATHERED FACE CONCRETE

MASONRY BLOCK

VERTICAL REINFORCEMENT #6

REBARS @ 8" O.C. (EVERY CELL)

GLASS BLOCK INSTALLATION:

INSTALL GLASS BLOCK UNITS WITH MORTAR, PANEL

REINFORCING, AND EXPANSION STRIP ACCORDING

TO THE MANUFACTURER STANDARDS AND INSTRUCTIONS.

ALL OPENING DIMENSIONS TO BE VERIFIED IN FIELD.

DRIP

OUTSIDE INSIDE

4"

VERTICAL REINFORCEMENT #6

REBARS @ 8" O.C. (EVERY CELL)

4" FROM OUTSIDE FACE

2-L5"x5"x 1/4 " STAINLESS STEEL

ANGLES (SEE DETAIL 4A/A-503

FOR REFERENCE)

STAINLESS STEEL FLASHING

MORTAR BOND THRU WALL

AND GROUT ON TOP OF FLASHING

14"X4" PRECAST CONC.

UNIT SILL (TYP.) ANCHORED

TO CONC. MASONRY

QUADRA VENT WEEPS

@ 24" O.C. (TYP.)

EL. 36.60

8"x8"x3" (NOMINAL)

SOLID GLASS BLOCK

3’-4" MO

LOUVER ABOVE GLASS

BLOCK WINDOW

SCALE: 1 1/2"=1’-0"

GLASS BLOCK / LOUVER DETAIL8

A-503

PRE-CAST CONC. SILL

A-503

M

O

SOLID GLASS BLOCK

WINDOW

9D

05 5 10FT

SCALE: 1"=5’

LP-102

EXISTING FOOTING

EXISTING FOOTING

LIMIT OF CONTRACTORS

WORKING AREA

EDGE OF NEW FOUNDATION

RELOCATED

BENCHES

NEW INTER-LOCKING

BLOCK RETAINING WALL

AC

AM

VP

COMMON NAME SCIENTIFIC NAME QUANTITY

#2

4-6’

2-3’

LETTER

CODE

CONTAINER

TYPE

PLANT

SIZE

COMMON SHADBUSH

BLACK CHOKEBERRY

AMELANCHIER CANADENSIS (A. ARBOREA)

ARONIA MELANOCARPA

#5

#2

2-3’BLACKHAW VIBURNUM VIBURNUM PRUNIFOLIUM

#5 CONTAINER -11" DEEP X 11-7/8" DIAMETER

CONC. RETAINING WALL

FLOOD WALL

#2 CONTAINER - 9" DEEP X 8" DIAMETER

54A

54B

54C 4

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

BORING GB-20

GND. 27.3

TOP OF STAKE 32.0

CB

CB

GRAVEL

BORING GB-19

BRUSH

RIM 21.6

INV 19.0

RIM 21.5

INV 19.1

B

REMOVABLE SIDEWALK PLAN - WEST SIDE

S-112

S-314

A

S-314

S-112

8’-10"|

P2 P3

P4

P6P7

P8

P9

P5 P5 P5 P5

P1 P1 P1

1’’

W18X175 POST

SUPPORT

ANGLE

(TYP)

SUPPORT

ANGLE

(TYP)

PX

LEGEND

S-112

C/L

2 1/4 "|

2 1/2 "

2’-0"

BRICK PAVING

11’-0"

3/8 "|

RAIL

BLOCK OUTS

T.O.C. EL. 25.50

RETAINING WALL

T.O.C. EL. 25.50

RETAINING WALL

T.O.C. EL. 25.50

HANDLE (TYP.)

FOR DETAILS

SEE SHT S-317

4 1/4 "|

33’-0 3/4 "| TO END OF G1

TO END OF G1

GATE MONOLITH G1

29’-7 3/4 "

C

4’-10 3/4 "

4’-8 1/4 "

1’-10"

/8

S-314

S-112

4’-10 1/2 "

FLOOR PLATE

/4 "W/L

2’-11 3/4 "

2 1/2 "

BRICK PAVING

SEAL PL

BRICK PAVING

HANDLE (TYP)

FOR DETAILS

SEE SHT S-317

P10 P11 P12

GUTTER

LINE

GATE

MONOLITH G1

HINGE

SEE DETAILS

SHT S-317

HINGE

SEE DETAILS

SHT S-317

SUPPORT

ANGLE

(TYP)

REMOVABLE SIDEWALK PLAN - EAST SIDE

USE L6x3 1/2 x 5/16 OR SIMILAR

TO ACCOMMODATE HINGE

SUPPORT COLUMN

SEE S-314

1/

POST

SEE DETAILS

DWG. S-319

2’-6 1/4 "

W10X49

SUPPORT BEAM

1’-8 3/4 ’’( )+

W10X49

4’-6"

12’-8 3/4 "

FLOOR PLATE

5’-1"

NEW CONC. CURB WALL.

TOP OF WALL EL. 25.50

(TYP.)

SEE SHTS. S-317 THRU S-319

FOR FLOOR PLATE AND FRAMING

DETAILS.

RAISED PATTERN

REMOVABLE PL’S

FOR DETAILS

SEE SHT S-318

TOP OF PL’S

EL.25.50

NOTE:

SWING GATES NOT

SHOWN FOR

CLARITY, SEE

ARCH. DWGS. FOR

DETAILS

TOP OF PLATE

EL. 25.50 (TYP.)

END PL P15, SEE

S-314 FOR DETAILS

END PL P13, AND

P14, SEE S-314

FOR DETAILS

NOTCH FLOOR PLATE

AROUND SEAL PL

W10X49

SUPPORT

BEAM

11’-4’’( )

DENOTES REMOVABLE

WALKWAY PLATE

FOR DETAILS

SEE SHT S-318

SCALE: 1’’=1’-0’’ SCALE: 1’’=1’-0’’

ANGLE

SUPPORT

SEE DETAIL,

S-317

ANGLE

SUPPORT

SEE S-317

FOR DETAILS

(TYP.)

G A

T E

M O

N O

L

IT

H

R E

M O

V A

B L

E S

ID

E

W A

L K

P L

A N

R .J

.F

83F

D

S-317

S-112

S L

O P

E

S L

O P

E S

L O

P E

REMOVABLE HANDRAIL

SEE SHT. C-503 (TYP.)

LOCKABLE DOUBLE SWING

GATE, 8 FT. WIDE WITHIN

REMOVABLE HANDRAIL

SECTION.

SEE SHT. C-503.

W10x49

SUPPORT

BEAM

GATE POST, SEE

SHTS S-314 AND

C-503

GATE POST, SEE

SHTS C-503

9"(|)

A .A

B

.M .M

/0

A M

E N

D M

E N

T N

O

R E

M O

V A

B L

E H

A N

D R

A

IL

N O

T E

R E

M O

V b m i t t e d b y

P l o t D a t

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A R

M Y

E N

G

IN

E E

R D

IS

T

R

IC

O R

P S

O F

E N

G I N

E E

N

W

Y O

R K

N

E W

Y O

K s ig n e d b k d b iz e

R e v 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

D a te

S y m b o l

A p p r.

E

F

T E

L

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

.J

N .J

C

E R

T

IF

IC

A

T E

O F

A U

T H

O R

IZ

A

T

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N

G A

D w n b b m it te d b a te w in g c o d il e n a m e

K

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B \C

A D

D \S

M a in

S t u n d e rp a ss

\A M

E N

D M

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T -5

\0

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F I L

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A M

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O n s y

M o a w a d

K

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B \C

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D \S

M a in

S t u n d e r p a s s \A

M E

N D

M E

N T

\0

S

.d g n

D A

T E

Sheet of

:1

:3

P

M

G R

E E

N B

R O

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S U

B -B

A S

IN

O

F T

H E

R A

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A N

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N B

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F L

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D D

A M

A G

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S T

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W A

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A D

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F B

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C o rp o ra ti o n

F R

A N

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N N

.J

P R

O F

E S

S

IO

N A

L E

N G

IN

E

E R

L ic

N o

G E

JU

L

Y

6 3/8 " 1/4 ’’ 1/4 "6 3/8 "

1’-1 1/4 " BLOCKOUT

3/16

3/8 "x12 3/4 " C.R.S.

SCALE: 6’’ = 1’ - 0’’

MOLDED OR EXTRUDED

RUBBER INSERT FILLER BLOCK

1 3/4 "

(TYP.)

3/8 "\X3" ANCHORS

12" O.C. STAGGERED

(TYP.)

L2"x2"x 1/4 "

(TYP.)

1’012’’

SCALE: 3’’ = 1’ - 0’’

6’’

SCALE: 6’’ = 1’ - 0’’

0 6’’

ENTIRE ANGLE ASSEMBLY

TO BE HOT DIP GALVANIZED.

NOTE:

1 3/4 " 1 3/4 "3 1/2 "

W8x28

P 3x 3/8 x0’-7"L

TYP

3/16

SEE DETAIL 1

FLANGED WHEEL

CASTER

EL. 23.67

T.O. RAIL

3/8 "x12 3/4 " C.R.S.

PIPE 1 1/2 STD.

BLACK FINISH

SECOND POUR

AT BLOCKOUT

1/2 "\ BOLTS

100 LB. A.R.E.A. RAIL ON STEEL PLATE

WITH PRESSED STEEL WELD ON SHOULDER

E-CLIP MFG.’D BY PANDROL OR APPROVED EQUAL.

(C.R.S.)

EL. 22.06 C.J.

6 5/8 " 6 5/8 "

CUT HOLES IN WEB TO

PASS REINFORCING

BARS. HOLES NOT TO

EXCEED 2"\

W8x28

1/2 "\ BOLTS

PIPE 1 1/2 STD.

BLACK FINISH

SECTION THRU TRACK & SUPPORT IN GATE MONOLITH

SCALE: 3’’ = 1’ - 0’’

W8x28

TYP

3/16

SEE DETAIL

FLANGED WHEEL

CASTER

EL. 23.67

T.O. RAIL

3/8 "x12 3/4 " C.R.S.

PIPE 1 1/2 STD.

BLACK FINISH

SECOND POUR

AT BLOCKOUT

1/2 "\ BOLTS

100 LB. A.R.E.A. RAIL ON STEEL PLATE

WITH PRESSED STEEL WELD ON SHOULDER

E-CLIP MFG.’D BY PANDROL OR APPROVED EQUAL.

(C.R.S.)

EL. 22.06 C.J.

CUT HOLES IN WEB TO

PASS REINFORCING

BARS. HOLES NOT TO

EXCEED 2"\

W8x28

1/2 "\ BOLTS

PIPE 1 1/2 STD.

BLACK FINISH

SCALE: 3’’ = 1’ - 0’’

FOR GATE MONOLITH, SEE SHT. S-111.

FOR GATE STORAGE MONOLITH, SEE SHT. S-101.

FOR GATE SEAL PLATE AND RAIL SUPPORT

LAYOUT, SEE SHT. S-121.

FOR GATE SEAL PLATE AND RAIL SUPPORT

SECTIONS, SEE SHTS. S-325 & S-326.

SEE DETAIL

SEE DETAIL 4

DETAIL 1

6 3/8 " 1/4 ’’ 1/4 "6 3/8 "

1’-1 1/4 " BLOCKOUT

3/16

6 3/8 " 1/4 ’’ 1/4 "6 3/8 "

1’-1 1/4 " BLOCKOUT

3/16

MOLDED OR EXTRUDED

RUBBER INSERT FILLER BLOCK

SCALE: 6’’ = 1’ - 0’’

DETAIL 3

SCALE: 6’’ = 1’ - 0’’

DETAIL 4 SIMILAR

3/8 "x12 3/4 " C.R.S.

3/8 "x12 3/4 " C.R.S.

FILLER BLOCKS IN GATE MONOLITH (TYP.)

NOTCH FOR CASTER (TYP.)

DETAIL 2 SIMILAR (NOTCH FOR CASTER OPPOSITE HAND)

SECTION THRU TRACK & SUPPORT IN STORAGE MONOLITH

HOLD DOWN

LAG SCREWS

(C.R.S.) (TYP.)

SEAL SUPPORT

BEAM NOT SHOWN

FOR CLARITY

T.O. RAIL EL. 23.49

T.O. RAIL EL. 23.49

E-CLIP AND WELD-ON

PRESSED SHOULDER

(24" SPACING)

E-CLIP AND WELD-ON

PRESSED SHOULDER

(24" SPACING)

100 LB. A.R.E.A. RAIL SECTION

100 LB. A.R.E.A. RAIL SECTION

100 LB. A.R.E.A. RAIL SECTION

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