4-STRUCT_A W_100__NPS_4-28-2016_-_modified_drwgs_only.pdf

PUMP STATION

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ENGINEER FOR APPROVAL PRIOR TO FABRICATION.

SIGNED AND SEALED CALCULATIONS SHALL BE SUBMITTED TO THE

ENGINEER LICENSED TO PRACTICE IN THE STATE OF NEW JERSEY.

CALCULATIONS SHALL BE PREPARED BY A PROFESSIONAL

TABLE FOR UNIFORM LOAD CONSTANTS AND "L" IS THE SPAN.

R=0.6 Wc/L WHERE "Wc" IS THE UNIFORM LOAD CONSTANT PER AISC

CONNECTIONS FOR STEEL MEMBERS ARE TO BE DESIGNED FOR

WHERE DETAILS OR END REACTIONS ARE NOT GIVEN,

CONNECTIONS UNLESS NOTED OTHERWISE.

A MINIMUM OF TWO (2) BOLTS SHALL BE USED FOR ALL

MANUAL.

ALL ALLOWABLE BOLT LOADS SHALL BE THOSE GIVEN IN THE AISC

TO ASTM F436. NUTS SHALL CONFORM TO ASTM A563.

BOLTS SHALL CONFORM TO ASTM A325. WASHERS SHALL CONFORM

OTHERWISE.

WELDING ELECTRODES SHALL BE E70XX UNLESS NOTED

D1.1, LATEST EDITION.

WELDING SHALL CONFORM TO THE STRUCTURAL WELDING CODE

GRADE 50.

PLATES AND STEEL CHANNELS SHALL CONFORM TO ASTM A572

STRUCTURAL ANGLES SHALL CONFORM TO ASTM A36.

GRADE B WITH A MINIMUM YIELD STRENGTH OF 46 KSI.

HOLLOW STRUCTURAL SECTIONS SHALL CONFORM TO ASTM A500

A992 UNLESS NOTED OTHERWISE.

WIDE FLANGE STRUCTURAL SHAPES SHALL CONFORM TO ASTM

STRUCTURAL STEEL

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STRUCTURAL SAFETY - STRUCTURAL STABILITY

CONCRETE

STEEL

FOUNDATIONS

SPECIAL INSPECTION ITEMS:

ALL REQUIRED STRUCTURAL SPECIAL INSPECTIONS.

JERSEY, TO BE APPROVED BY CONTRACTING OFFICER, TO PERFORM

PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF NEW

CONTRACTOR SHALL RETAIN SERVICES OF A LICENSED

SPECIAL INSPECTIONS

BEEN COMPLETED.

BUILT UPON OR OTHERWISE COVERED BEFORE INSPECTIONS HAVE

DESIGNATED INSPECTORS. NO WORK TO BE INSPECTED SHALL BE

CONTRACTOR SHALL COORDINATE HIS WORK WITH THE CO’S

APPROVAL OF THE SHOP DRAWINGS BY THE COR.

ELEMENTS, SHALL COMMENCE WITHOUT PRIOR REVIEW AND

NOT LIMITED TO, FABRICATION OR ERECTION OF NEW STRUCTURAL

APPLICABLE. NO PERFORMANCE OF THE WORK INCLUDING, BUT

BRACING, CONSTRUCTION METHODS, AND SEQUENCING WHERE

ALL PARTS OF THE WORK INCLUDING DESCRIPTION OF TEMPORARY

THE CONTRACTOR SHALL SUBMIT COMPLETE SHOP DRAWINGS FOR

THE MOST NEARLY SIMILAR CONDITION.

SPECIFICALLY SHOWN SHALL BE SIMILAR TO THOSE SHOWN FOR

REQUIRED OTHERWISE BY CONTRACT DOCUMENTS. DETAILS NOT

OF THE STRUCTURAL WORK EXCEPT WHERE SPECIFICALLY

DRAWINGS. TYPICAL DETAILS SHALL BE APPLICABLE TO ALL PARTS

TYPICAL DETAILS AND NOTES ARE SHOWN ON STRUCTURAL

THE CONSTRUCTION ACTIVITY.

BREAKAGE, SETTLEMENT, OR COLLAPSE THAT MAY RESULT FROM

MEASURES NECESSARY TO PROTECT ALL WORK FROM DAMAGE,

SHALL PROVIDE ADEQUATE BRACING, SHORING, AND INSTITUTE

OF CONSTRUCTION THROUGHOUT THE PROJECT DURATION. HE

THE CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS

FOR RESOLUTION BEFORE PROCEEDING.

AND CIVIL DRAWINGS. REPORT ALL DISCREPANCIES TO THE C.O.

COORDINATED WITH THOSE INDICATED ON THE ARCHITECTURAL,

DRAWINGS SHALL BE VERIFIED BY THE CONTRACTOR AND SHALL BE

ALL DIMENSIONS AND ELEVATIONS INDICATED ON THE STRUCTURAL

NOTES.

CONFLICT WITH THE INFORMATION SHOWN ON THE GENERAL

SPECIFICATION LANGUAGE SHALL GOVERN IN THE EVENT OF ANY

DISCIPLINES. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION.

MUST BE COORDINATED WITH THE DRAWINGS OF OTHER PROJECT

SHOWN ON THE STRUCTURAL DRAWINGS. STRUCTURAL DRAWINGS

DRIPS, DEPRESSIONS, AND OTHER PROJECT REQUIREMENTS NOT

DIMENSIONS OF CHASES, INSERTS, OPENINGS, SLEEVES, WASHES,

ELECTRICAL DRAWINGS FOR VERIFICATION OF LOCATIONS AND

EXAMINE ARCHITECTURAL, MECHANICAL, PLUMBING, AND

WET WELL AND RETAINING WALL IN THIS CONTRACT.

PLANS AND SPECIFICATIONS SHALL APPLY TO THE PUMP STATION’S

THE FOLLOWING REQUIREMENTS TOGETHER WITH THE PROJECT

GENERAL NOTES

.ALL SLABS ON GRADE SHALL BEAR ON 12" COMPACTED STONE

WATER, FROST, ICE, OR FROZEN SUBGRADE MATERIAL.

NO FOUNDATION CONCRETE SHALL BE PLACED INTO OR AGAINST

STRUCTURE.

ACCUMULATED TO PREVENT FLOTATION OF ANY PART OF THE

MATERIAL. PROVIDE CONTROL UNTIL SUFFICIENT DEAD LOAD HAS

PERFORMED IN DRY CONDITIONS AND ON UNDISTURBED SUBGRADE

WATER DURING CONSTRUCTION SUCH THAT FOUNDATION WORK IS

PROVIDE CONTINUOUS CONTROL OF SURFACE AND SUBSURFACE

THE PREVIOUS STATEMENT.

EITHER BE BACKFILLED EQUALLY OR TEMPORARILY BRACED PER

THE DRAWINGS. WALLS THAT RETAIN SOIL ON BOTH SIDES SHALL

ATTAINED FULL DESIGN STRENGTH, UNLESS NOTED OTHERWISE ON

UNTIL ALL SUPPORTING SLABS ARE IN PLACE AND CONCRETE HAS

WALLS, SHALL BE TEMPORARILY BRACED DURING BACKFILLING

WALLS RETAINING SOIL, EXCEPT FOR CANTILEVER RETAINING

BACKFILL AND COMPACTION OPERATIONS.

ATTAINED SUFFICIENT STRENGTH TO RESIST PRESSURE FROM

SUBGRADE FOUNDATION ELEMENTS UNTIL CONCRETE HAS

DO NOT BACKFILL AGAINST FOUNDATION WALLS, OR OTHER

ALL SUCH CONDITIONS PRIOR TO CONSTRUCTION.

ENGINEER. CONTRACTOR SHALL SUBMIT DETAILED DRAWINGS OF

FOUNDATIONS WITHOUT APPROVAL OF THE STRUCTURAL

UTILITY LINES SHALL NOT BE PLACED THROUGH OR BELOW

FINISH GRADE.

GRADE. BOTTOM OF FOOTINGS SHALL BE PLACED 4 FEET BELOW

DESIGN FROST PENETRATION DEPTH IS 48 INCHES BELOW FINISHED

5000 PSF.

SOIL BEARING CAPACITY FOR WET WELL AND RETAINING WALL IS

AFFECTED BY THE CONSTRUCTION PROCESS.

WORK. LOCATE AND PROTECT ALL UTILITIES WHICH MAY BE

INSTALLATION OF THE FOUNDATION SYSTEM PRIOR TO STARTING

VERIFY ALL EXISTING FIELD CONDITIONS THAT MAY AFFECT THE

DRAWINGS.

CONTRACT SPECIFICATIONS UNLESS NOTED OTHERWISE ON THE

SELECT STRUCTURAL FILL INSTALLED IN ACCORDANCE WITH

ALL SPREAD FOOTINGS SHALL BEAR ON COMPETENT SOIL OR

ENGINEERING GROUP DATED DECEMBER 18, 2014.

PROVIDED IN A TECHNICAL MEMORANDUM PROVIDED BY JACOBS

FOUNDATION DESIGN IS IN ACCORDANCE WITH RECOMMENDATIONS

FOUNDATIONS

DIRECTED BY THE ENGINEER.

WATERSTOPS AT LOCATIONS SHOWN ON THE DRAWINGS OR AS

CONSTRUCTION JOINTS SHALL BE PROVIDED WITH PVC

NOTED ABOVE.

CONDITIONS WHICH CREATE CONGESTION BEYOND RESTRICTIONS

C.O. MAY REQUIRE REPOSITIONING OF CONDUIT BASED ON FIELD

THICKNESS.

C. THEY SHALL BE LOCATED IN THE MIDDLE THIRD OF SLAB OR WALL

OR WIDTHS ON CENTER

B. THEY SHALL NOT BE SPACED CLOSER THAN THREE (3) DIAMETERS

A. THEY SHALL NOT BE LARGER THAN 1" OUTSIDE DIAMETER

PASSING THROUGH) SHALL SATISFY THE FOLLOWING:

WITHIN A SLAB, WALL, OR BEAM (OTHER THAN THOSE MERELY

BY THE STRUCTURAL ENGINEER, CONDUITS OR PIPES EMBEDDED

EXCEPT WHEN DRAWINGS FOR PIPES OR CONDUITS ARE APPROVED

LOCATION OF ALL PENETRATIONS FOR APPROVAL BY THE C.O.

SUBMIT COORDINATION DRAWINGS SHOWING THE DIMENSIONED

PRIOR TO PLACING ANY CONCRETE THE CONTRACTOR SHALL

SHALL BE STAINLESS STEEL.

CONCRETE SHALL BE HOT DIP GALVANIZED AFTER FABRICATION OR

ALL STEEL PLATES, INSERTS, OR OTHER ITEMS TO BE EMBEDDED IN

IS AT NO POINT LESS THAN THAT INDICATED ON THE DRAWINGS.

CONCRETE SLABS SHALL BE PLACED SO THAT THE SLAB THICKNESS

BE CONTINUOUS THROUGH JOINT, UNLESS NOTED OTHERWISE.

BY 1/3 THE DEPTH OR WIDTH OF THE MEMBER. REINFORCING SHALL

WALLS, AND BEAMS. THE MINIMUM KEY SIZE SHALL BE 1-1/2" DEEP

THE DRAWINGS, PROVIDE A CONTINUOUS SHEAR KEY IN SLABS,

SUBJECT TO REVIEW BY THE COR. UNLESS NOTED OTHERWISE ON

THE STRENGTH OF THE BEAM, SLAB, OR WALL AND SHALL BE

ON THE DRAWINGS, THEY SHALL BE LOCATED AS NOT TO IMPAIR

WHERE CONSTRUCTION JOINTS ARE REQUIRED BUT NOT INDICATED

JOINTS AS SHOWN ON THE PLAN.

STRIPS WITH STRIPS DEFINED BY TWO ADJACENT CONSTRUCTION

CONCRETE FOR SLABS-ON-GRADE SHALL BE PLACED IN SINGLE

OF A CONSTRUCTION JOINT DETAILED AS SHOWN IN THE DRAWINGS.

"CJ" ON THE SLAB-ON-GRADE PLAN INDICATES REQUIRED LOCATION

ON CENTER.

CONSTRUCTION JOINTS SHALL BE LOCATED AT NO MORE THAN 40’-0"

LOCATIONS OF ALL CONSTRUCTION JOINTS. WHERE NOT SHOWN,

THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS INDICATING THE

INDICATED ON THE DRAWINGS OR AS APPROVED BY THE ENGINEER.

CONTROL/CONSTRUCTION JOINTS SHALL BE PROVIDED AS

INHIBITING ADMIXTURE.

ALL ABOVE GRADE CONCRETE SHALL CONTAIN A CORROSION

PSI.

COMPRESSIVE STRENGTH OF CONCRETE AT 28 DAYS SHALL BE 4000

ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE. MINIMUM

REQUIREMENTS SHALL APPLY.

(ACI 304). IN CASE OF CONFLICT, THE MOST STRINGENT

FOR MEASURING, MIXING, TRANSPORTING AND PLACING CONCRETE"

PLACEMENT SHALL CONFORM TO THE LATEST EDITION OF "GUIDE

STRUCTURAL CONCRETE FOR BUILDINGS" (ACI 301). CONCRETE

CONCRETE STRUCTURES (ACI 350-06) AND "SPECIFICATIONS FOR

CODE REQUIREMENTS FOR ENVIRONMENTAL ENGINEERING

CODE REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318-11),

CAST-IN-PLACE CONCRETE WORK SHALL CONFORM TO "BUILDING

CONCRETE

FOUNDATION

IN CONTACT WITH

UNFORMED SURFACES

4"

4"

COVER

CLEAR

SURFACE CONDITIONS

STRUCTURES (EM-1110-2-2104)

STRENGTH DESIGN FOR REINFORCED-CONCRETE HYDRAULIC

RETAINING AND FLOOD WALLS (EM-1110-2-2502)

STABILITY ANALYSIS OF CONCRETE STRUCTURES (EM-1110-2-2100)

(EM-1110-2-3104)

STRUCTURAL AND ARCHITECTURAL DESIGN OF PUMPING STATIONS

ENGINEERING" (1 NOVEMBER 2012)

UNIFIED FACILITIES CRITERIA (UFC) 3-220-01, "GEOTECHNICAL

BUILDINGS" (1 JUNE 2013)

UNIFIED FACILITIES CRITERIA (UFC) 3-310-04, "SEISMIC DESIGN OF

ENGINEERING" (15 MAY 2014)

UNIFIED FACILITIES CRITERIA (UFC) 3-301-01, "STRUCTURAL

REQUIREMENTS" (1 NOVEMBER 2014)

UNIFIED FACILITIES CRITERIA (UFC) 1-200-01, "GENERAL BUILDING

CONSTRUCTION MANUAL (14TH EDITION)

AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) STEEL

350-06)

ENVIRONMENTAL ENGINEERING CONCRETE STRUCTURES (ACI

AMERICAN CONCRETE INSTITUTE (ACI) CODE REQUIREMENTS FOR

REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-11)

AMERICAN CONCRETE INSTITUTE (ACI) BUILDING CODE

LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10)

AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE) MINIMUM DESIGN

BUILDING CODE - NEW JERSEY EDITION (IBC-NJ)

CHECKED FOR COMPLIANCE WITH THE 2009 INTERNATIONAL

2012 INTERNATIONAL BUILDING CODE (IBC) (WORK HAS BEEN

FOLLOWING CODES, SPECIFICATIONS, AND STANDARDS:

THE DESIGN SHOWN ON THESE DRAWINGS IS BASED ON THE

REFERENCED CODES AND STANDARDS

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3"

SCREEDED SURFACES

ALL OTHER FORMED OR

THAN 24" IN THICKNESS

SURFACES EQ. OR GREATER

FORMED OR SCREEDED

SURFACE CONDITIONS AND ELEMENT THICKNESS

SEE TABLE BELOW FOR THE CONCRETE CLEAR COVER BASED ON

REINFORCEMENT SHALL NOT BE TACK WELDED.

SECURELY.

PANELS, BUT NOT LESS THAN 12 INCHES, AND SHALL BE TIED

WELDED WIRE FABRIC SHALL BE LAPPED TWO (2) FULL MESH

OF MAIN REINFORCING, UNLESS NOTED OTHERWISE.

WHERE REQUIRED, DOWELS SHALL MATCH BAR SIZE AND NUMBER

DRAWINGS.

IN COMPLIANCE WITH ACI 318, UNLESS NOTED OTHERWISE ON THE

REINFORCING STEEL SPLICES AND ANCHORAGE LENGTHS SHALL BE

OTHERWISE.

SHALL BE CLASS B TENSION LAP SPLICES, UNLESS NOTED

NECESSARY SPLICES OR HOOKED AT DISCONTINUOUS ENDS. LAPS

EXTENDED CONTINUOUSLY AROUND CORNERS AND LAPPED AT

WHERE CONTINUOUS REINFORCEMENT IS CALLED FOR, IT SHALL BE

POSITION SHOWN ON THE DRAWINGS BEFORE PLACING CONCRETE.

ALL REINFORCEMENT SHALL BE SECURELY TIED IN PLACE AT THE

ACCESSORIES TO HOLD REINFORCEMENT SECURELY IN POSITION.

PROVIDE AND SCHEDULE ON SHOP DRAWINGS THE NECESSARY

WELDED WIRE FABRIC (WWF) SHALL CONFORM TO ASTM A185.

GALVANIZED.

ALL REINFORCING FOR WET WELL STRUCTURE SHALL BE

REINFORCING STEEL SHALL CONFORM TO ASTM A615 (GRADE 60).

315).

OF "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT" (ACI

FOR REINFORCED CONCRETE" (ACI 318) AND THE LATEST EDITION

ERECTION SHALL CONFORM TO "BUILDING CODE REQUIREMENTS

REINFORCEMENT WORK OF DETAILING, FABRICATION, AND

REINFORCEMENT

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17’-6"

5’-0"

SLAB, TYP.

EDGE OF

SF-807

A

EL. 46.00’

EL. 46.25’

EL. 43.50’

SF-807

A

SF-806

B

SF-806

A

SF-806

B

SF-807

A

N

S L

O P

E

SF-806

A

T Y

P

/4

T Y

P

SF-807

A

SF-808

A

SF-808

A

SF-807

B

SF-807

B

SF-808

B

SF-808

D

SF-808

C

4’-0"

SF-808

D

SF-808

B

7’-8 3/4 "3’-0"

UP UP

= 5’-6" 6T @ 11"

4’-0" LANDING

14T @ 11" = 12’-10"

56’-6"

/4

STEEL ACCESS STAIRS

3’-6"

3’-0"

CL

CL

SF-804

A

SF-804

A

CONCRETE SLAB

DIAMETER HOLE IN

9’-4"32’- 1/8 "

SEE NOTE 1

(APPROX. WT. 88 LBS.)

SEE NOTE 1

GRATING SECTION.

3’x4’ TYP. HINGED BAR

SF-814

SEE DWG.

LOCK DETAIL,

SEE GRATING

SF-814

SEE DWG.

DETAIL,

HINGE

SEE GRATING

SEE NOTE 2 & 3

SEE NOTE 2 & 3

SEE NOTE 2 & 3

SEE NOTE 1

4. CONCRETE OPENING COVERED BY HYDRAULIC HATCH

3. FIXED LADDER, SEE SF-811 FOR DETAILS

LADDERUP SAFETY POST BY BILCO OR APPROVED EQAUL

2. CONCRETE OPENING COVERED BY HYDRAULIC HATCH W/

GALVANIZED. TYPICAL ALL GRATING.

" BEARING BARS, 16

" x 2

1. STEEL GRATING SHALL BE 19-W-4 WITH 1

NOTES:

SEE NOTE 4

#4@12" EW, EF

REINFORCE w/

DIVIDER WALL.

CONCRETE

3’-6"

80’-0"

3’-0"

12’-6"

15’-7 7/8 "

RETAINING WALL

JOINT FILLER

1" COMPRESSIBLE

10’-0" 7

REINFORCEMENT

SEE 2/SF-807 FOR BEAM

BARS T & B

2 ADD’TL #8

FOR DETAILS

SEE MECH. DWGS.

STILLING WELL

FOR DETAILS

SEE MECH. DWGS.

STILLING WELL

SEE 1/SF-804

COVER PLATE

PUMP OPENING

(4 PLACES)

SLAB, TYP.

3’-8" DIA. OPENING IN

PIPE SLEEVE

6" PVC SCH. 40

SLAB BENEATH

3’-8" HOLE IN

1 1/2" DIA. HOLE

BY 2 HEX NUTS

PLATE CAPTURED

3" SQ. x 1/4" THICK STEEL TYP.

TYPE 316 STAINLESS

1" DIA. ANCHOR BOLTS

GALVANIZED STEEL

1" THICK STEEL PLATE,

2’-8" 2’-5 1/2 "

/2

2’-9"

3’-8" fiof Engineers

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SCALE

HIGH LEVEL PLAN - EL. 46.25’MID LEVEL PLAN - EL. 43.50’

" = 1’-0"16

SCALE

0 4’ 8’ 12’

" = 1’-0"16

SCALE

0 1’ 2’

SCALE 1" = 1’-0"

A

SECTION

SCALE 1/2" = 1’-0"1

DETAIL OF STEEL PLATE

SCALE 1/2" = 1’-0"

J B

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4’ 8’0 2’

A

SECTION

" = 1’-0"4

SCALE

B

SECTION

" = 1’-0"4

SCALE

SF-805

SF-804

SF-803

SF-804 & SF-805

SF-803 " = 1’-0"4

SCALE

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T B -3

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 R

IS

K M

A N

A G

E M

E N

T P

R O J E

C T

W

D S -1

-B -0

STEEL STAIRS

ACCESS HATCH

BAR SCREEN

GRATING

EL. 25.15’

T/SLAB

EL. 31.00’

B/OPNG

EL. 31.75’

TYP.

SLAB WITH WATERSTOP,

6" HIGH CURB CAST WITH

TRASH RACK

EL. 32.15’

8’-0"

4’-0"3’-0"

HINGED GRATING

GRATING

STEEL GUARDRAIL

EL. 31.85’

TRASH RACK

EL. 31.55’

4’-0"

T/SLAB EL.

B/FOOT EL.

T/SLAB EL.

T/WALL EL.

1’-6"

T/WALL EL.

T/SLAB EL.

M

IN

M

IN

1’-6"

18’-6"

T/SLAB EL.

B/FOOT EL.

T/SLAB EL.

B/SUMP PIT EL. 21.75’

T/GRADE

SEE CIVIL DWGS.

T/GRADE

SEE CIVIL DWGS.

43.50’

32.00’

27.00’

NOTE:

OUTER LAYERS OF REINFORCEMENT TO

BE EAST-WEST BARS IN SLABS.

LP EL. 24.75’

56.50’

31.50’

52.33’

43.50’

32.00’

27.00’

SEE SECTION A FOR REINFORCEMENT NOT SHOWN.

CONCRETE SLAB REINFORCING SCHEDULE

SF-807

#8 @ 12"

#8 @ 6"

#9 @ 6"

#5 @ 6"

#9 @ 6"

#5 @ 6"

#5 @ 6"#5 @ 6"

#9 @ 12"#9 @ 12"

SLABS (U.N.O.)

#9 @ 6" #9 @ 6"

#5 @ 6"

#5 @ 6"

#5 @ 6" #5 @ 6"

#9 @ 6" #9 @ 6"

T/WALL EL. 56.50’

T/SLAB EL. VARIES

HANDRAIL

36" HIGH

TO STAIRWAY

ACCESS GATE

C6x13 TYP.C6x13 TYP.

MC8x21.4

2/SF-817.

TYPICAL DETAIL

AT OPENINGS, SEE

REINFORCEMENT

FOR ADDITIONAL

T/SLAB EL. 25.50’

26’-6" TO SLOPE CHANGE

24’-3"

19’-9 3/8 "

B/SUMP PIT SLAB EL. 19.25’

3’-3"

9’-3"

2’-6"

1’-6"54’-6"

/4

SEE MECH. DWGS.

STILLING WELL

OPENING FOR

EL. 52.10’

SEE 1/SF-808

FOR DETAIL & REINF.

4’-0"

1’-3"

DECORATIVE ALUMINUM FENCE

GUARDRAIL TYP.

1’-10 2"

SLAB WITH WATERSTOP, TYP.

6" HIGH CURB CAST WITH

3" FILLET AT CORNERS OF OPENINGS

SEE TYPICAL DETAIL 2/SF-817.

FOR ADDT’L REINF. AT OPENINGS,

SLAB EDGE BEYOND

GRATING TYP.

STEEL

SEE NOTE 2

SEE NOTES 1 & 2

8’-0" x 4’-0" OPENING.

SEE NOTES 1, 2 & 3

OPENING

4’ HIGH X 6’ WIDE

SEE NOTES 1 & 3

OPENING

WATERSTOP

PIPE SLEEVE W/

3’-6" DIA. S.S.

NOTE 1 & 2

OPENING SEE

8’ WIDE X 4’ HIGH

NOTES:

1. OPENING FOR FUTURE SLUICE GATE.

2. SEE MECHANICAL DRAWING D-100 FOR LOCATIONS OF

GROUT POCKETS AND STRUCTURAL DRAWING DETAIL 7/SF-817.

3. SEE MECHANICAL DRAWINGS D-100 AND D-304 FOR

LOCATIONS AND DETAILS OF CLOSURE PLATES FOR OPENING

OF FUTURE SLUICE GATES.

2’-0" THICK

2’-6" THICK

#8@12" EAST-WEST TOP

#8@6" EAST-WEST BOTTOM

#5@6" NORTH-SOUTH T&B

#9 @ 6" #9 @ 6"

#9 @ 6"#9 @ 6"

#5 @ 6" #5 @ 6"

SF-807

#8@6" EAST-WEST TOP

#8@12" EAST-WEST BOTTOM

#5@6" NORTH-SOUTH T&B

1’-6" THICK

#8@12" EAST-WEST TOP

#8@6" EAST-WEST BOTTOM

#5@6" NORTH-SOUTH T&B

SF-807

U

M P S

T A

T

IO

N G

L -5

W E

T W

E L L S

E C

T

IO

N S I I

S T

R U

C T

U R

A L

0 1’ 2’

4’ 8’0 2’

SCALE 1" = 1’-0"

" = 1’-0"4

SCALE

BEAM REINFORCEMENT DETAIL

SCALE 1" = 1’-0"

A

SECTION

" = 1’-0"4

SCALE

B

SECTION

" = 1’-0"4

SCALE

SF-804 & SF-805

SF-803

SF-804 & SF-805

SF-803

-0

-2

V A

R

B

B L

J B

BEAM REINFORCEMENT DETAIL

SCALE 1" = 1’-0"

SF-806

SEE SECTION B FOR REINFORCEMENT NOT SHOWN

1 1

1 1

A

D D

E N

D U

M

/0

/1

SF-804 & SF-806

fiof Engineers

US Army Corps of Engineers

US Army Corps

IS

S

U E D

A T

E

N E

W Y

O R

K

N E

W Y

O R

K

N E

W Y

O R

K D

IS

T R

IC

T

U S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

A M

M A

N N W

H

IT

N E

Y J

O

IN

T V

E N

T U

R E

SHEET OF 116

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

D A

T E

A P

P R

J A

C O

B S

A N

S I

D

A P

R

IL

IDENTIFICATION

SHEET

B O

R O

O F M

ID

D

L E

S E

X N

J

S E

G M

E N

T B -3

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 R

IS

K M

A N

A G

E M

E N

T P

R O J E

C T

W

D S -1

-B -0

#3 TIES @ 6" O.C.

3’-0"

3’-7 3/4 "

/8

TRASH RACK

4 - #8 BARS

/8

#8 FACE BAR, TYP.

5 - #8 BARS

4 - #8 BARS

AT ELEV. 43.50’

TOP OF CONCRETE SLAB

REINF. DETAIL

SEE A/SF-806 FOR

REINF. DETAIL

SEE A/SF-806 FOR

RACK CORBEL)

(FOR TRASH

3 - #8 BARS

#4 TIE @ 8" O.C.

#4 TIE @ 8" O.C.

DISTANCE)

SPACING OF 3" CLEAR

(IN 2 ROWS W/ VERTICAL

12 - #10 BARS

WATERSTOP, TYP.

WITH SLAB WITH

6" HIGH CURB CAST

T/O WALL 52.33’

1’-0" 1’-0"1’-6"

30’-6"

2’-0"

2’-0"

10’-0"

1’-0"

#8 @ 6"

#8 @ 12"

#5 @ 6"

#5 @ 6"

#9 @ 6"#9 @ 6"

#8 @ 12"

#8 @ 6"

#5 @ 6"

#9 @ 12"

#5 @ 6" #5 @ 6"

#5 @ 6" #5 @ 6"

52.33’

43.50’

DECORATIVE FENCE

6’" HIGH ALUMINUM

#9 @ 6"#9 @ 6"#9 @ 12"

#5 @ 6"

EL. 56.50’

T/WALL

EL. 31.50’

T/SLAB

EL. 46.00’

T/SLAB

GRATING

SEE CIVIL DWGS.

T/GRADE

SEE CIVIL DWGS.

T/GRADE

SEE CIVIL DWGS.

T/GRADE

SEE CIVIL DWGS.

T/GRADE

T/SLAB EL.

T/SLAB EL.

T/WALL EL.

T/WALL EL.

T/SLAB EL.

56.50’

46.25’

25.50’

T/O SLAB VARIES

T/O SLAB VARIES

GRATING

(TYP.)

SLEEVE W/ 2" WATERSTOP

Ø 3’-6" OPENING WALL

SEE TYPICAL DETAIL 2/SF-817

REINFORCEMENT AT OPENINGS,

FOR ADDITIONAL

8’-0"8’-0"8’-0"5’-3"

2’-9"

2’-7"

SLEEVE

6" PIPE

EL. 52.10’

SLEEVE

12" PIPE

EL. 54.93’

EL. 54.00’

DETAILS.

GROUT POCKETS AND STRUCTURAL DRAWING SF-817 FOR

2. SEE MECHANICAL DRAWING D-100 FOR LOCATIONS OF

1. OPENING FOR FUTURE SLUICE GATE.

NOTES:

SEE NOTES 1 & 2

OPENING,

#5 @ 6"

#8 @ 6"

#8 @ 12"

#6 @ 6"

#6 @ 6"

#8 @ 12"

#8 @ 6"

#9 @ 6" #9 @ 6"

#5 @ 6"#5 @ 6"

#5 @ 6"2

SF-808

P U

M P S

T A

T

IO

N G

L -5

W E

T W

E L L S

E C

T

IO

N S I

II

S T

R U

C T

U R

0 1’ 2’

4’ 8’0 2’

BEAM DETAIL

SCALE 1" = 1’-0"

D

WALL SECTION

" = 1’-0"4

SCALE

C

WALL SECTION

" = 1’-0"4

SCALE

A

EAST / WEST SECTION

" = 1’-0"4

SCALE

B

EAST / WEST SECTION

" = 1’-0"4

SCALE

SCALE 1" = 1’-0"

" = 1’-0"4

SCALE

SF-803 SF-804 SF-805

SF-805

SF-804

SF-803

SF-804

SF-803

SF-804

SF-803

SF-806

J B

B L

B L

-0

-2

V A

R

5. FIXED LADDER, SEE SF-811 FOR DETAILS.

APPROVED EQUAL.

HATCH W/ LADDERUP SAFETY POST BY BILCO OR

4. CONCRETE OPENING COVERED BY HYDRAULIC

OPENING OF FUTURE SLUICE GATES.

LOCATIONS AND DETAILS OF CLOSURE PLATES FOR

3. SEE MECHANICAL DRAWINGS D-100 AND D-304 FOR

DETAIL 7/SF-817.

OF GROUT POCKETS AND STRUCTURAL DRAWING

2. SEE MECHANICAL DRAWING D-100 FOR LOCATIONS

1. OPENING FOR FUTURE SLUICE.

NOTES:

A

D D

E N

D U

M

/0

/1 fiof Engineers

US Army Corps of Engineers

US Army Corps

IS

S

U E D

A T

E

N E

W Y

O R

K

N E

W Y

O R

K

N E

W Y

O R

K D

IS

T R

IC

T

U S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

A M

M A

N N W

H

IT

N E

Y J

O

IN

T V

E N

T U

R E

SHEET OF 116

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

D A

T E

A P

P R

J A

C O

B S

A N

S I

D

A P

R

IL

IDENTIFICATION

SHEET

B O

R O

O F M

ID

D

L E

S E

X N

J

S E

G M

E N

T B -3

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 R

IS

K M

A N

A G

E M

E N

T P

R O J E

C T

W

D S -1

-B -0

4’-0"8’-0"

3’-3 3/4 "

6’-0"

1’-7 1/2 "

6’-0"

1’-7 1/2 "

6’-0"

1’-7 1/2 "

6’-0"3’-9 3/4 "

SEE CIVIL DWGS.

T/GRADE

42" TALL STEEL RAILING TYP.

SF807 FOR REINFORCEMENT.

SEE SECTION B ON DRAWING

T/O SLAB EL. VARIES

B/O SLAB EL. 29.00’

T/O WALL EL. 52.33’

T/O SLAB EL. 43.50’

B/O SLAB EL. 42.00’

2/SF-817.

AT OPENINGS, SEE TYPICAL DETAIL

FOR ADDITIONAL REINFORCEMENT

(TYP. 4 PLACES)

SEE NOTES 1, 2 & 3

4’x6’ OPENING, SEE NOTES 1 & 2

4’x8’ OPENING, SEE NOTES 4 & 5

1’-0"1’-6"

6’-6"

1’-6"

6’-6"

1’-6"

6’-6"

1’-6"

9’-6"

GRATING

36’-0"

SEE CIVIL DWGS.

T/GRADE

SEE CIVIL DWGS.

T/GRADE

SF807 FOR REINFORCEMENT.

SEE SECTION B ON DRAWING

SF-808

T/O WALL 56.50’

T/O SLAB 43.50’

B/O SLAB 42.00’

T/O SLAB EL. 25.5’

B/O SLAB EL. 23.00’

T/O SLAB EL. 31.50’

B/O SLAB EL. 29.00’

STEEL STAIRS WITH HANDRAIL

LANDING

GUARDRAIL

SECURITY GATE FOR 42" TALL

REINFORCEMENT

SEE A/SF804 FOR

T/O SLAB EL.

B/O SLAB EL.

B/O SLAB EL.

B/O SLAB EL.

T/O SLAB EL.

T/O SLAB EL.

6" CURB

GRATING

30.92’ +/-

28.42’ +/-

43.50’

42.00’

31.79’ +/-

29.00’

T/O SLAB EL.

B/O SLAB EL.

B/O SLAB EL.

T/O SLAB EL.

T/O SLAB EL.

B/O SLAB EL.

43.50’

42.00’

31.75’

29.00’

O.C. OR APPROVED EQUAL

EXPANSION ANCHORS 12"

1/2"=DIA. KWIK BOLT III

L6x4 LLV FASTENED W/

DEEP GRATING

29.17’ +/-

26.67’ +/-

DRAWING FOR REINFORCEMENT.

SEE SECTION C ON THIS

SEE NOTES 1 & 3

OPENING,

GRATING

4 - #6 BARS

5- #8 BARS

#4 TIES @ 10" O.C.

1’-6"