0102U025 - Plan Set - signed.pdf

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ALL DOCUMENTS PREPARED BY REMINGTON & VERNICK

ENGINEERS AND AFFILIATES ARE INSTRUMENTS OF

SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT

INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE

BY OWNER OR OTHERS ON EXTENSIONS OF THE PROJECT

OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT

WRITTEN VERIFICATION OR ADAPTATION BY REMINGTON &

VERNICK ENGINEERS AND AFFILIATES FOR THE SPECIFIC

PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND

WITHOUT LIABILITY OR LEGAL EXPOSURE TO REMINGTON

& VERNICK ENGINEERS AND AFFILIATES; AND OWNER

SHALL INDEMNIFY AND HOLD HARMLESS REMINGTON &

VERNICK ENGINEERS AND AFFILIATES FROM ALL CLAIMS,

DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR

R E S U L T I N G T H E R E F R O M .

P L A N S W H I C H D O N O T B E A R A N E M B O S S E D S E A L A R E N O T V A L I D .

NJ PROFESSIONAL ENGINEER LIC. No. 51944

JACQUELINE D. TROVATO

DATE:

(609) 645-7110, FAX (609) 645-7076

2819 FIRE ROAD, 1ST FLOOR

EGG HARBOR TOWNSHIP, NJ 08234

REMINGTON

& VERNICK

ENGINEERS

Certification of Authorization: 24 GA 28003300

WEB ADDRESS : RVE.COM

· Excellence Innovation Service·

4.21.2025

0102U025

AS NOTED

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TOP OF CULVERT ELEV. 2.30' ±

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TOP OF FOOTING ELEV. -9.70' ±

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TOP OF CULVERT TO BE REMOVED

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GENERATOR

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ELECTRICAL CONTROL ROOM

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TOP OF CULVERT TO BE REMOVED

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SUPERSTRUCTURE CONCRETE

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MISCELLANEOUS

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DESIGN CRITERIA

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%%UGENERAL NOTES

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1. CONTRACTOR SHALL VERIFY CONDITIONS IN THE FIELD AND CONTRACTOR SHALL VERIFY CONDITIONS IN THE FIELD AND IMMEDIATELY NOTIFY ENGINEER OF ANY CONDITIONS NOT AS ASSUMED; HE SHALL TAKE FIELD MEASUREMENTS AS REQUIRED AND BE RESPONSIBLE FOR SAME. . 2. CONTRACTOR SHALL COORDINATE WITH ALL RELATED TRADES FOR CONTRACTOR SHALL COORDINATE WITH ALL RELATED TRADES FOR DETAILING, FABRICATION, AND ERECTION PRIOR TO SUBMITTING SHOP DRAWINGS FOR APPROVAL. . 3. ALL STRUCTURAL WORK SHALL BE COORDINATED WITH ALL STRUCTURAL WORK SHALL BE COORDINATED WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, ETC. REQUIREMENTS. DISCREPANCIES AND/OR INTERFERENCE SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. . 4. GENERAL CONTRACTOR TO PROVIDE APPROPRIATE NUMBER OF GENERAL CONTRACTOR TO PROVIDE APPROPRIATE NUMBER OF COPIES OF ONE COMPLETE COORDINATED DRAWING SHOWING ALL SLEEVES, CONDUIT BOXOUT, DUCT OPENINGS, ETC. AS REQUIRED FOR ALL TRADES FOR ENGINEER'S APPROVAL. THIS SHALL BE DONE A MINIMUM OF TWO WEEKS PRIOR TO POURING AFFECTED SLABS, COLUMNS, OR FOOTINGS. . 5. NO OPENINGS SHALL BE MADE IN ANY STRUCTURAL MEMBER NO OPENINGS SHALL BE MADE IN ANY STRUCTURAL MEMBER UNLESS SPECIFICALLY SHOWN ON THE STRUCTURAL DRAWINGS OR OTHER APPROVAL FROM THE ENGINEER. . 6. SUPPORT DETAILS FOR ARCHITECTURAL, MECHANICAL, ELECTRICAL, SUPPORT DETAILS FOR ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING EQUIPMENT IS BASED UPON AVAILABLE INFORMATION OF MANUFACTURER. CONTRACTOR SHALL COORDINATE REQUIREMENTS OF ACTUAL EQUIPMENT AND SHALL PROVIDE ANY ADDITIONAL REQUIRED FRAMING..

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1. ALL CONCRETE SHALL BE NORMAL WEIGHT STRUCTURAL CONCRETE ALL CONCRETE SHALL BE NORMAL WEIGHT STRUCTURAL CONCRETE HAVING A DESIGN COMPRESSIVE STRENGTH AS FOLLOWS: A. COLUMNS 4,000 PSI COLUMNS 4,000 PSI 4,000 PSI B. SLABS, BEAM 4,000 PSI SLABS, BEAM 4,000 PSI 4,000 PSI C. WALLS 4,000 PSI WALLS 4,000 PSI 4,000 PSI 2. NO CONCRETE SHALL BE PLACED UNTIL CONCRETE DESIGN MIXES NO CONCRETE SHALL BE PLACED UNTIL CONCRETE DESIGN MIXES HAVE BEEN SUBMITTED FOR EACH CLASS OF CONCRETE NOTED ABOVE AND HAVE BEEN APPROVED BY THE ENGINEER. . 3. REINFORCING STEEL SHALL BE DEFORMED BARS OF INTERMEDIATE REINFORCING STEEL SHALL BE DEFORMED BARS OF INTERMEDIATE GRADE NEW BILLET STEEL CONFORMING TO CURRENT REQUIREMENTS OF ASTM A 615, GRADE 60. LAP BARS 40 DIAMETER UNLESS OTHERWISE SHOWN. ALL HOOKS SHALL BE STANDARD HOOKS, UNLESS OTHERWISE NOTED. . 4. MINIMUM STEEL PROTECTION, UNLESS OTHERWISE SHOWN, SHALL BE MINIMUM STEEL PROTECTION, UNLESS OTHERWISE SHOWN, SHALL BE 3/4-INCH FOR SLABS, 1-INCH FOR INTERIOR FACE OF WALLS, 2-INCH FOR EXTERIOR FACE OF WALLS, 1 1/2-INCH FOR BEAM STIRRUPS AND COLUMN TIES, 2-INCH FOR VERTICAL COLUMN REINFORCING. . 5. ALL STRUCTURAL MEMBERS SHALL BE POURED FOR THEIR FULL ALL STRUCTURAL MEMBERS SHALL BE POURED FOR THEIR FULL DEPTHS IN ONE OPERATION. CONSTRUCTION JOINTS, SUCH AS DAY'S POUR JOINTS, SHALL BE LOCATED IN THE MIDDLE THIRD OF THE SPAN, MAIN REINFORCING TO RUN THROUGH THE JOINT, KEY AND ROUGHEN JOINTS TO EXPOSE AGGREGATE. CONTRACTOR SHALL SUBMIT DRAWING INDICATING CONSTRUCTION JOINT LOCATIONS FOR APPROVAL. . 6. NO OPENINGS SHALL BE MADE IN ANY STRUCTURAL MEMBER, NO OPENINGS SHALL BE MADE IN ANY STRUCTURAL MEMBER, UNLESS SPECIFICALLY SHOWN ON THE STRUCTURAL DRAWINGS, WITHOUT APPROVAL FROM THE ENGINEER. NO SLEEVES SHALL BE PLACED HORIZONTALLY OR VERTICALLY IN BEAMS OR JOISTS, UNLESS SPECIFICALLY SHOWN ON THE STRUCTURAL DRAWINGS, WITHOUT APPROVAL FROM THE ENGINEER. . 7. CONTRACTOR SHALL SUBMIT A COORDINATED DRAWING SHOWING CONTRACTOR SHALL SUBMIT A COORDINATED DRAWING SHOWING ALL SLEEVES, OPENINGS, BLOCKOUTS, ETC., AS REQUIRED BY ALL TRADES, FOR APPROVAL, PRIOR TO PLACING CONCRETE IN THAT AREA. . 8. ALL SLABS SHALL HAVE THICKENINGS, DEPRESSIONS, OPENINGS, ALL SLABS SHALL HAVE THICKENINGS, DEPRESSIONS, OPENINGS, ETC. AS SHOWN HEREIN OR ON ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS. . 9. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185. . 10. ALL MESH SHALL BE SPLICED SO THAT THE OVERLAP BETWEEN ALL MESH SHALL BE SPLICED SO THAT THE OVERLAP BETWEEN OUTERMOST CROSS WIRES OF EACH SHEET IS NOT LESS THAN THE SPACING OF THE CROSS WIRES PLUS 2 INCHES, UNLESS OTHERWISE SHOWN ON DRAWINGS. . 11. FOR ALL SLABS WHERE NOT OTHERWISE SPECIFIED USE STYLE FOR ALL SLABS WHERE NOT OTHERWISE SPECIFIED USE STYLE 6x6-W2.9xW2.9 W.W.F. . 12. FOR ADDITIONAL CONCRETE WORK NOT SHOWN ON STRUCTURAL FOR ADDITIONAL CONCRETE WORK NOT SHOWN ON STRUCTURAL DRAWINGS. . 13. REFER TO SPECIFICATIONS FOR CONCRETE FINISHES.REFER TO SPECIFICATIONS FOR CONCRETE FINISHES..

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1. LIVE LOAD: LIVE LOAD: A. TOP SLAB LIVE LOAD 100 PSF TOP SLAB LIVE LOAD 100 PSF 100 PSF 2. DEAD LOAD: DEAD LOAD: A. STRUCTURAL AND BUILDING COMPONENTS SELF WEIGHT STRUCTURAL AND BUILDING COMPONENTS SELF WEIGHT 3. WIND LOADING PER IBC 2021 - NEW JERSEY EDITION: WIND LOADING PER IBC 2021 - NEW JERSEY EDITION: A. BASIC WIND VELOCITY (V): 135 MPH BASIC WIND VELOCITY (V): 135 MPH 135 MPH B. EXPOSURE CATEGORY: C EXPOSURE CATEGORY: C C C. RISK CATEGORY: III RISK CATEGORY: III III 4. SEISMIC LOADING PER IBC 2021 - NEW JERSEY EDITION: SEISMIC LOADING PER IBC 2021 - NEW JERSEY EDITION: A. RESPONSE ACCELERATOR: RESPONSE ACCELERATOR: S = 0.12 S = 0.191 S = 0.12 S = 0.191 S = 0.191 DS = 0.191 S = 0.04 S = 0.111 I = 0.04 S = 0.111 S = 0.111 DI = 0.111 B. SEISMIC DESIGN CATEGORY: B SEISMIC DESIGN CATEGORY: B B C. SEISMIC SITE CLASSIFICATION: E SEISMIC SITE CLASSIFICATION: E E D. IMPORTANCE FACTOR I : 1.25 IMPORTANCE FACTOR I : 1.25 E: 1.25 1.25 5. SNOW LOADING PER IBC 2021 - NEW JERSEY EDITION: SNOW LOADING PER IBC 2021 - NEW JERSEY EDITION: A. GROUND SNOW LOAD: 20 PSF GROUND SNOW LOAD: 20 PSF 20 PSF B. IMPORTANCE FACTOR: 1.10 IMPORTANCE FACTOR: 1.10 1.10 6. SPECIAL LOADS: SPECIAL LOADS: A. HANDRAILS/GUARDRAILS: IN COMPLIANCE WITH THE PROVISIONS HANDRAILS/GUARDRAILS: IN COMPLIANCE WITH THE PROVISIONS OF IBC 2021 - NEW JERSEY EDITION SEE PROJECT SPECIFICATIONS.

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FLOOR PLAN

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SECTION

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EXISTING CONSTRUCTION

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DEMOLITION NOTES

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FOUNDATION CONCRETE

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1. ALL DIMENSIONS AND ELEVATIONS OF EXISTING STRUCTURES SHOWN ON THE DRAWINGS ARE OBTAINED ALL DIMENSIONS AND ELEVATIONS OF EXISTING STRUCTURES SHOWN ON THE DRAWINGS ARE OBTAINED FROM AVAILABLE SOURCES AND ARE NOT GUARANTEED TO BE TRUE AND EXACT. THE CONTRACTOR SHALL VERIFY THESE DIMENSIONS AND ELEVATIONS BY ACTUAL FIELD MEASUREMENTS PRIOR TO FABRICATION OF ANY MATERIALS AND START OF WORK AND IMMEDIATELY REPORT ANY DISCREPANCIES TO THE ENGINEER..

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1. REMOVE EXISTING CONSTRUCTION AS SHOWN ON PLANS. SEE SECTIONS AND DETAILS FOR EXTENT OF REMOVE EXISTING CONSTRUCTION AS SHOWN ON PLANS. SEE SECTIONS AND DETAILS FOR EXTENT OF STRUCTURE TO BE REMOVED. . 2. EXISTING STRUCTURAL STEEL FRAMING SHALL REMAIN UNLESS SPECIFICALLY NOTED ON PLAN TO BE EXISTING STRUCTURAL STEEL FRAMING SHALL REMAIN UNLESS SPECIFICALLY NOTED ON PLAN TO BE REMOVED. . 3. CONCRETE ENCASEMENT AROUND REMAINING STEEL WILL REMAIN, UNLESS NOTED OTHERWISE. CONCRETE ENCASEMENT AROUND REMAINING STEEL WILL REMAIN, UNLESS NOTED OTHERWISE. . 4. IF FIELD CONDITIONS DIFFER FROM THOSE SHOWN ON DRAWINGS, NOTIFY ENGINEER BEFORE PROCEEDING IF FIELD CONDITIONS DIFFER FROM THOSE SHOWN ON DRAWINGS, NOTIFY ENGINEER BEFORE PROCEEDING WITH DEMOLITION..

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1. ALL CONCRETE SHALL BE NORMAL WEIGHT STRUCTURAL CONCRETE HAVING A DESIGN COMPRESSIVE STRENGTH AT 28 ALL CONCRETE SHALL BE NORMAL WEIGHT STRUCTURAL CONCRETE HAVING A DESIGN COMPRESSIVE STRENGTH AT 28 DAYS AS FOLLOWS: A. FOOTINGS 4,000 PSI FOOTINGS 4,000 PSI 4,000 PSI B. WALLS AND PIERS 4,000 PSI WALLS AND PIERS 4,000 PSI 4,000 PSI C. SLAB-ON-GRADE 4,000 PSI SLAB-ON-GRADE 4,000 PSI 4,000 PSI 2. NO CONCRETE SHALL BE PLACED UNTIL CONCRETE DESIGN MIXES HAVE BEEN SUBMITTED FOR EACH CLASS OF NO CONCRETE SHALL BE PLACED UNTIL CONCRETE DESIGN MIXES HAVE BEEN SUBMITTED FOR EACH CLASS OF CONCRETE NOTED ABOVE AND HAVE BEEN APPROVED BY THE ENGINEER. . 3. REINFORCING STEEL SHALL BE DEFORMED BARS OF INTERMEDIATE GRADE NEW BILLET STEEL CONFORMING TO REINFORCING STEEL SHALL BE DEFORMED BARS OF INTERMEDIATE GRADE NEW BILLET STEEL CONFORMING TO CURRENT REQUIREMENTS OF ASTM A 615, GRADE 60. LAP BARS 40 DIAMETER UNLESS OTHERWISE SHOWN. ALL HOOKS SHALL BE STANDARD HOOKS, UNLESS OTHERWISE NOTED. . 4. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185. . 5. ALL MESH SHALL BE SPLICED SO THAT THE OVERLAP OF THE OUTERMOST CROSS WIRES OF EACH ADJOINING SHEET ALL MESH SHALL BE SPLICED SO THAT THE OVERLAP OF THE OUTERMOST CROSS WIRES OF EACH ADJOINING SHEET IS NOT LESS THAN THE SPACING OF THE CROSS WIRES PLUS 2 INCHES, UNLESS NOTED OTHERWISE. . 6. FOR ALL SLABS ON GRADE WHERE NOT OTHERWISE SPECIFIED, USE 6x6-W2.9xW2.9 W.W.F. FOR ALL SLABS ON GRADE WHERE NOT OTHERWISE SPECIFIED, USE 6x6-W2.9xW2.9 W.W.F. . 7. MINIMUM STEEL PROTECTION, UNLESS OTHERWISE SHOWN, SHALL BE 1-INCH FOR INTERIOR FACE OF WALLS, 2 INCHES MINIMUM STEEL PROTECTION, UNLESS OTHERWISE SHOWN, SHALL BE 1-INCH FOR INTERIOR FACE OF WALLS, 2 INCHES FOR EXTERIOR FACE OF WALLS, 3 INCHES FOR FOOTINGS AND OTHER STRUCTURAL CONCRETE DEPOSITED AGAINST GROUND, 2 INCHES FOR CONCRETE PERMANENTLY EXPOSED TO EARTH OR WEATHER. . 8. ALL STRUCTURAL MEMBERS SHALL BE POURED FOR THEIR FULL DEPTHS IN ONE OPERATION. CONSTRUCTION JOINTS, ALL STRUCTURAL MEMBERS SHALL BE POURED FOR THEIR FULL DEPTHS IN ONE OPERATION. CONSTRUCTION JOINTS, SUCH AS DAY'S POUR JOINTS, SHALL BE LOCATED IN THE MIDDLE THIRD OF THE SPAN, MAIN REINFORCING TO RUN THROUGH THE JOINT, KEY AND ROUGHEN JOINTS TO EXPOSE AGGREGATE. CONTRACTOR SHALL SUBMIT DRAWING INDICATING CONSTRUCTION JOINT LOCATIONS FOR APPROVAL. . 9. NO CONCRETE SHALL BE PLACED IN WATER. NO CONCRETE SHALL BE PLACED IN WATER. . 10. ALL SLABS ON GRADE SHALL HAVE THICKENINGS, DEPRESSIONS, OPENINGS, ETC. AS SHOWN ON OR AS REQUIRED BY ALL SLABS ON GRADE SHALL HAVE THICKENINGS, DEPRESSIONS, OPENINGS, ETC. AS SHOWN ON OR AS REQUIRED BY VARIOUS TRADES. . 11. REFER TO SPECIFICATIONS FOR CONCRETE FINISHES. REFER TO SPECIFICATIONS FOR CONCRETE FINISHES. . 12. FOR ADDITIONAL CONCRETE WORK NOT SHOWN ON STRUCTURAL DRAWINGS.FOR ADDITIONAL CONCRETE WORK NOT SHOWN ON STRUCTURAL DRAWINGS.

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STRUCTURAL STEEL

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1. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING ASTM DESIGNATIONS, LATEST EDITION: STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING ASTM DESIGNATIONS, LATEST EDITION: A. STRUCTURAL STEEL SHAPES ASTM A992 HAVING A MINIMUM YIELD STRENGTH OF 50 KSI. STRUCTURAL STEEL SHAPES ASTM A992 HAVING A MINIMUM YIELD STRENGTH OF 50 KSI. . B. MISC SHAPES, BARS, AND PLATES - A 36 HAVING A MINIMUM YIELD STRENGTH OF 36 KS. MISC SHAPES, BARS, AND PLATES - A 36 HAVING A MINIMUM YIELD STRENGTH OF 36 KS. . C. ROUND PIPE - A 53, GRADE B HAVING A MINIMUM YIELD STRENGTH OF 35 KS. ROUND PIPE - A 53, GRADE B HAVING A MINIMUM YIELD STRENGTH OF 35 KS. . D. SQUARE AND RECTANGULAR TUBING - A 500, GRADE B HAVING A MINIMUM YIELD STRENGTH OF 46 SQUARE AND RECTANGULAR TUBING - A 500, GRADE B HAVING A MINIMUM YIELD STRENGTH OF 46 KSI. . 2. BOLTS SHALL CONFORM TO THE FOLLOWING ASTM DESIGNATIONS: HIGH STRENGTH BOLTS-A 325 OR A BOLTS SHALL CONFORM TO THE FOLLOWING ASTM DESIGNATIONS: HIGH STRENGTH BOLTS-A 325 OR A 490; ANCHOR BOLTS-F1554; STANDARD FASTENERS-A 307. . 3. ALL WELDING ELECTRODES SHALL CONFORM TO THE E-70 SERIES OF THE SPECIFICATION FOR MILD ALL WELDING ELECTRODES SHALL CONFORM TO THE E-70 SERIES OF THE SPECIFICATION FOR MILD STEEL ARC WELDING ELECTRODES ASTM A 233. . 4. ALL BOLTS SHALL BE 3/4-INCH DIAMETER, OPEN HOLES 13/16-INCH DIAMETER, UNLESS OTHERWISE ALL BOLTS SHALL BE 3/4-INCH DIAMETER, OPEN HOLES 13/16-INCH DIAMETER, UNLESS OTHERWISE SHOWN OR NOTED. . 5. ALL SHOP CONNECTIONS MAY BE HIGH STRENGTH BOLTED OR WELDED. ALL SHOP CONNECTIONS MAY BE HIGH STRENGTH BOLTED OR WELDED. 6. ALL FIELD CONNECTIONS MAY BE HIGH STRENGTH BOLTED EXCEPT WHERE DETAILS INDICATE WELDING. ALL FIELD CONNECTIONS MAY BE HIGH STRENGTH BOLTED EXCEPT WHERE DETAILS INDICATE WELDING. . 7. ALL HIGH STRENGTH BOLTED CONNECTIONS SHALL BE INSTALLED IN ACCORDANCE WITH SPECIFICATION ALL HIGH STRENGTH BOLTED CONNECTIONS SHALL BE INSTALLED IN ACCORDANCE WITH SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A 325 OR A 490 BOLTS. . 8. ALL HIGH STRENGTH BOLTED CONNECTIONS SHALL BE FULLY PRE-TENSIONED UNLESS NOTED OTHERWISE. ALL HIGH STRENGTH BOLTED CONNECTIONS SHALL BE FULLY PRE-TENSIONED UNLESS NOTED OTHERWISE. . 9. ALL HIGH STRENGTH BOLTS IN OVERSIZED HOLES SHALL BE SLIP CRITICAL. ALL HIGH STRENGTH BOLTS IN OVERSIZED HOLES SHALL BE SLIP CRITICAL. 10. ALL HIGH STRENGTH BOLTED CONNECTIONS USED FOR KICKERS AND BRACING MEMBERS WHICH ARE ALL HIGH STRENGTH BOLTED CONNECTIONS USED FOR KICKERS AND BRACING MEMBERS WHICH ARE FABRICATED WITH SLOTTED HOLES SHALL USE SLIP-CRITICAL BOLTS. IF STANDARD HOLES ARE USED, BOLTS SHALL BE FULLY PRE-TENSIONED. . 11. NO PENETRATIONS ARE PERMITTED THROUGH STRUCTURAL STEEL MEMBERS UNLESS INDICATED ON NO PENETRATIONS ARE PERMITTED THROUGH STRUCTURAL STEEL MEMBERS UNLESS INDICATED ON STRUCTURAL DRAWINGS OR APPROVED BY ENGINEER. . 12. APPROVAL OF THE ENGINEER SHALL BE MANDATORY FOR THE USE OF CUTTING TORCH IN THE FIELD. APPROVAL OF THE ENGINEER SHALL BE MANDATORY FOR THE USE OF CUTTING TORCH IN THE FIELD. . 13. DURING ERECTION, STRUCTURAL STEEL FRAME SHALL BE ADEQUATELY BRACED IN ALL LINES, TWO WAYS. DURING ERECTION, STRUCTURAL STEEL FRAME SHALL BE ADEQUATELY BRACED IN ALL LINES, TWO WAYS. . 14. CONNECTIONS SHALL BE DESIGNED PER AISC TO CARRY FULL CAPACITY OF UNIFORMLY LOADED CONNECTIONS SHALL BE DESIGNED PER AISC TO CARRY FULL CAPACITY OF UNIFORMLY LOADED MEMBER, UNLESS NOTED OTHERWISE. REACTIONS GREATER THAN FULL MEMBER CAPACITY ARE INDICATED THUS (60K) ON PLAN. . 15. ALL GROUT UNDER STEEL PLATES SHALL BE NON-SHRINK "PRE-MIX" TYPE AND SHALL HAVE A ALL GROUT UNDER STEEL PLATES SHALL BE NON-SHRINK "PRE-MIX" TYPE AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 5,000 PSI. . 16. FOR ALL MISCELLANEOUS STEEL CONSTRUCTION NOT SHOWN ON STRUCTURAL DRAWINGS, SEE FOR ALL MISCELLANEOUS STEEL CONSTRUCTION NOT SHOWN ON STRUCTURAL DRAWINGS, SEE ARCHITECTURAL DRAWINGS. . 17. EXPANSION BOLTS SHALL BE 3/4-INCH DIAMETER KWIK BOLT ANCHORS AS MANUFACTURED BY HILTI OR EXPANSION BOLTS SHALL BE 3/4-INCH DIAMETER KWIK BOLT ANCHORS AS MANUFACTURED BY HILTI OR APPROVED EQUIVALENT AS APPROVED BY THE ENGINEER, AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. . 18. ALL STEEL COLUMN BASE PLATES SHALL INCLUDE LEVELING PLATES AS REQUIRED FOR CONSTRUCTION. ALL STEEL COLUMN BASE PLATES SHALL INCLUDE LEVELING PLATES AS REQUIRED FOR CONSTRUCTION. . 19. ALL EXPOSED / EXTERIOR STEEL SHALL BE HOT DIPPED GALVANIZED OR STAINLESS STEEL, UNLESS ALL EXPOSED / EXTERIOR STEEL SHALL BE HOT DIPPED GALVANIZED OR STAINLESS STEEL, UNLESS OTHERWISE SHOWN ON THE DRAWINGS.

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SHEET No. :

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DATE :

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ALL DOCUMENTS PREPARED BY REMINGTON & VERNICK

ENGINEERS AND AFFILIATES ARE INSTRUMENTS OF

SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT

INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE

BY OWNER OR OTHERS ON EXTENSIONS OF THE PROJECT

OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT

WRITTEN VERIFICATION OR ADAPTATION BY REMINGTON &

VERNICK ENGINEERS AND AFFILIATES FOR THE SPECIFIC

PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND

WITHOUT LIABILITY OR LEGAL EXPOSURE TO REMINGTON

& VERNICK ENGINEERS AND AFFILIATES; AND OWNER

SHALL INDEMNIFY AND HOLD HARMLESS REMINGTON &

VERNICK ENGINEERS AND AFFILIATES FROM ALL CLAIMS,

DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR

R E S U L T I N G T H E R E F R O M .

P L A N S W H I C H D O N O T B E A R A N E M B O S S E D S E A L A R E N O T V A L I D .

NJ PROFESSIONAL ENGINEER LIC. No. 51944

JACQUELINE D. TROVATO

DATE:

(609) 645-7110, FAX (609) 645-7076

2819 FIRE ROAD, 1ST FLOOR

EGG HARBOR TOWNSHIP, NJ 08234

REMINGTON

& VERNICK

ENGINEERS

Certification of Authorization: 24 GA 28003300

WEB ADDRESS : RVE.COM

· Excellence Innovation Service·

4.21.2025

0102U025

AS NOTED

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GENERATOR

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ELECTRICAL CONTROL ROOM

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ACCESS LADDER (TYP FOR 3)

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TRASH TRAP SYSTEM

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TRASH TRAP SYSTEM

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VERTICAL BAR RACK

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GENERATOR

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ELECTRICAL CONTROL ROOM

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AutoCAD SHX Text 4'x10' HS-20 SINGLE LEAF HATCH, STAINLESS STEEL DIAMOND PATTERN (TYP FOR 3)

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LOCATION OF BARSCREEN SUPPORT (TYP FOR 1)

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FLOOR PLAN

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AutoCAD SHX Text NOTES: 1. ALL STRUCTURAL FRAMING, ANCHOR BOLTS, AND MISC. METAL SHALL BE TYPE 316 STAINLESS STEEL UNLESS NOTED OTHERWISE. 2. CONTRACTOR SHALL PROVIDE A RAKE THAT SHALL BE 24" WIDE WITH A HANDLE THAT ALLOWS RAKE TO REACH THE BOTTOM OF BAR SCREEN FROM SURFACE. RAKE SHALL EXTEND INTO THE BAR SCREEN A MINIMUM OF 1.5 INCHES.

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ROOF PLAN

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NOTES: 1. ALL STRUCTURAL FRAMING, ANCHOR BOLTS, AND MISC. METAL SHALL BE TYPE 316 STAINLESS STEEL UNLESS NOTED OTHERWISE. 2. CONTRACTOR SHALL PROVIDE A RAKE THAT SHALL BE 24" WIDE WITH A HANDLE THAT ALLOWS RAKE TO REACH THE BOTTOM OF BAR SCREEN FROM SURFACE. RAKE SHALL EXTEND INTO THE BAR SCREEN A MINIMUM OF 1.5 INCHES.

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ALL DOCUMENTS PREPARED BY REMINGTON & VERNICK

ENGINEERS AND AFFILIATES ARE INSTRUMENTS OF

SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT

INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE

BY OWNER OR OTHERS ON EXTENSIONS OF THE PROJECT

OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT

WRITTEN VERIFICATION OR ADAPTATION BY REMINGTON &

VERNICK ENGINEERS AND AFFILIATES FOR THE SPECIFIC

PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND

WITHOUT LIABILITY OR LEGAL EXPOSURE TO REMINGTON

& VERNICK ENGINEERS AND AFFILIATES; AND OWNER

SHALL INDEMNIFY AND HOLD HARMLESS REMINGTON &

VERNICK ENGINEERS AND AFFILIATES FROM ALL CLAIMS,

DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR

R E S U L T I N G T H E R E F R O M .

P L A N S W H I C H D O N O T B E A R A N E M B O S S E D S E A L A R E N O T V A L I D .

NJ PROFESSIONAL ENGINEER LIC. No. 51944

JACQUELINE D. TROVATO

DATE:

(609) 645-7110, FAX (609) 645-7076

2819 FIRE ROAD, 1ST FLOOR

EGG HARBOR TOWNSHIP, NJ 08234

REMINGTON

& VERNICK

ENGINEERS

Certification of Authorization: 24 GA 28003300

WEB ADDRESS : RVE.COM

· Excellence Innovation Service·

4.21.2025

0102U025

AS NOTED

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TOP OF CULVERT ELEV. 2.30' ±

AutoCAD SHX Text

TOP OF FOOTING ELEV. -9.70' ±

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GRADE ELEV. 6.00' ±

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CONCRETE STRUCTURAL TOP SLAB, 8" THICK W/ #5@9" O.C., E.W.

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T.O.S. ELEV. 7.00' ±

AutoCAD SHX Text 4'x4' ACCESS HATCH

AutoCAD SHX Text

#5@9" O.C., E.W., E.F. (TYP)

AutoCAD SHX Text

#5 DOWELS @9" O.C.,16 LONG EPOXY GROUTED (TYP)

AutoCAD SHX Text SS316 W8x18

AutoCAD SHX Text

EX. BOX CULVERT WALLS TO REMAIN

AutoCAD SHX Text SS316 L3X3X1/2 ANGLES EITHER SIDE OF BAR SCREEN, SEE DETAIL C/S-2 FOR ATTACHMENT, TYP.

AutoCAD SHX Text

SEE DETAIL 3/S-2

AutoCAD SHX Text 4'x4' ACCESS HATCH

AutoCAD SHX Text 4'x8' S.S. ACCESS HATCH (TYP FOR BOTH SIDES)

AutoCAD SHX Text

ACCESS LADDER (TYP FOR BOTH SIDES)

AutoCAD SHX Text 10'x14'-10" BARSCREEN (TYP FOR BOTH SIDES)

AutoCAD SHX Text 12"x20" CONCRETE BEAM, 12" MIN. BEARING ON EX. BOX CULVERT WALL (TYP FOR BOTH SIDES)

AutoCAD SHX Text

(2) #5 DOWELS W/14" EMBED. & 6" EMBED INTO PROP. BEAM @12" O.C.

AutoCAD SHX Text

#5@9" O.C., E.W., E.F. (TYP)

AutoCAD SHX Text

TOP OF CULVERT ELEV. 2.30' ±

AutoCAD SHX Text

GRADE ELEV. 6.00' ±

AutoCAD SHX Text

T.O.S. ELEV. 7.00' ±

AutoCAD SHX Text

CONCRETE STRUCTURAL TOP SLAB, 8" THICK W/ #5@9" O.C., E.W.

AutoCAD SHX Text

(2)#5 (TYP)

AutoCAD SHX Text

(3)#9 (TYP)

AutoCAD SHX Text

#4 TIES @4" O.C. (TYP)

AutoCAD SHX Text 12"

AutoCAD SHX Text 8"

AutoCAD SHX Text

#5 DOWEL @12" O.C. (TYP)

AutoCAD SHX Text

#5@9"O.C., 16" LONG, EPOXY GROUTED (TYP)

AutoCAD SHX Text SS316 W8x18 (TYP FOR BOTH SIDES) SEE DETAIL 3/S-2

AutoCAD SHX Text 2.5"X0.375" THICK STAINLESS STEEL PLATE BAR SCREEN, 2.375" CENTER-TO-CENTER BAR SPACING, TYP.

AutoCAD SHX Text

SS316 W12X30, SEE DETAIL 1/S-2 TYP.

AutoCAD SHX Text

BAR SCREEN BASE SUPPORT, SEE DETAIL 2/S-2

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1" CLEAR OPENING BAR SCREEN

AutoCAD SHX Text

1" MESH NET

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NET GUIDE RAILS

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VERTICAL BAR RACK

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INTERMEDIATE SUPPORT

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(TYP.) AT 3'-0" O.C.

AutoCAD SHX Text C3x1.75x1.597#

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SIDE RAILS (TYP.)

AutoCAD SHX Text 4"

AutoCAD SHX Text 6"

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BENT PLATE (TYP.)

AutoCAD SHX Text 7 7/8"x3"x3/8"x2 1/2"

AutoCAD SHX Text 2 1/2"

AutoCAD SHX Text

STRUCTURE

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MIN. 1" WIDE

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SERRATED BAR

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RUNGS (TYP)

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RUNG SPACING @ 12" O.C.

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AutoCAD SHX Text 6"

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text

TYP

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1/4" THK. PLATE

AutoCAD SHX Text 1.5" R

AutoCAD SHX Text 3/16

AutoCAD SHX Text

TYP

AutoCAD SHX Text 12"

AutoCAD SHX Text

%%USTAINLESS STEEL LADDER DETAIL

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%%USECTION VIEW

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%%UFRONT VIEW

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text 12" HILTI HIT-HY 20ANCHORS w/HIT-I INSERTS (3" MIN. EMBED.) (TYP FOR CMU ONLY) 12" HILTI HIT-HY 150ANCHORS w/HIT-A RODS (3 3/8" MIN. EMBED.) (TYP FOR CONC. ONLY)

AutoCAD SHX Text C

AutoCAD SHX Text S-3

AutoCAD SHX Text

BAR SCREEN

AutoCAD SHX Text SS316 4x4x "x6" LONG 14"x6" LONG EA. SIDE. (TYP)

AutoCAD SHX Text

HILTI HIT-HY 200V3 (OR APPROVED EQUAL) W/5/8" SS316 BOLTSW/6" EMBED. (TYP)

AutoCAD SHX Text

STEEL BEAM (SEE PLAN)

AutoCAD SHX Text SS316 3x3x " EA. SIDE. 12" EA. SIDE. W/HILTI HIT-HY 200V3 (OR APPROVED EQUAL) W/1/2" SS316 BOLTS @36"O.C., W/4.5" EMBED. (TYP)

AutoCAD SHX Text

STEEL BEAM (SEE PLAN)

AutoCAD SHX Text

HILTI HIT-HY 200V3 (OR APPROVED EQUAL) W/5/8" SS316 BOLTSW/6" EMBED. (TYP)

AutoCAD SHX Text

BAR SCREEN

AutoCAD SHX Text

3" COPE@ BAR SCREEN SUPPORT ANGLES

AutoCAD SHX Text SS316 3x3x "x5" LONG 12"x5" LONG EA. SIDE. W/(2) 1/2" SS316 BOLTS (TYP)

AutoCAD SHX Text

HILTI HIT-HY 200V3 (OR APPROVED EQUAL) W/1/2" SS316 BOLTSW/4.5" EMBED. (TYP)

AutoCAD SHX Text

STEEL BEAM (SEE PLAN)

AutoCAD SHX Text

BAR SCREEN

AutoCAD SHX Text SS316 3x3x " 12" EA. SIDE. (TYP)

AutoCAD SHX Text HILTI HIT-HY 200V3 (OR APPROVED EQUAL) W/1/2" SS316 BOLTS@ 30" O.C. W/4.5" EMBED. (TYP)

AutoCAD SHX Text 04-21-2025

AutoCAD SHX Text

SECTION

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SCALE: 3/8"=1'

AutoCAD SHX Text A

AutoCAD SHX Text S-3

AutoCAD SHX Text

SECTION

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SCALE: 3/8"=1'

AutoCAD SHX Text B

AutoCAD SHX Text S-3

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SECTION

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SCALE: 1"=1'

AutoCAD SHX Text C

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AutoCAD SHX Text

DETAIL

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SCALE: 1"=1'

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AutoCAD SHX Text S-3

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DETAIL

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SCALE: 1"=1'

AutoCAD SHX Text

AutoCAD SHX Text S-3

AutoCAD SHX Text

DETAIL

AutoCAD SHX Text

SCALE: 1"=1'

AutoCAD SHX Text

S-3

1 inch = ft.

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ALL DOCUMENTS PREPARED BY REMINGTON & VERNICK

ENGINEERS AND AFFILIATES ARE INSTRUMENTS OF

SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT

INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE

BY OWNER OR OTHERS ON EXTENSIONS OF THE PROJECT

OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT

WRITTEN VERIFICATION OR ADAPTATION BY REMINGTON &

VERNICK ENGINEERS AND AFFILIATES FOR THE SPECIFIC

PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND

WITHOUT LIABILITY OR LEGAL EXPOSURE TO REMINGTON

& VERNICK ENGINEERS AND AFFILIATES; AND OWNER

SHALL INDEMNIFY AND HOLD HARMLESS REMINGTON &

VERNICK ENGINEERS AND AFFILIATES FROM ALL CLAIMS,

DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR

R E S U L T I N G T H E R E F R O M .

P L A N S W H I C H D O N O T B E A R A N E M B O S S E D S E A L A R E N O T V A L I D .

NJ PROFESSIONAL ENGINEER LIC. No. 51944

JACQUELINE D. TROVATO

DATE:

(609) 645-7110, FAX (609) 645-7076

2819 FIRE ROAD, 1ST FLOOR

EGG HARBOR TOWNSHIP, NJ 08234

REMINGTON

& VERNICK

ENGINEERS

Certification of Authorization: 24 GA 28003300

WEB ADDRESS : RVE.COM

· Excellence Innovation Service·

4.21.2025

0102U025

AS NOTED

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AutoCAD SHX Text A

AutoCAD SHX Text S-4

AutoCAD SHX Text

TRANSFORMER WT = 15,000 LBS (SEE NOTE 2)

AutoCAD SHX Text

42" HANDRAIL (SEE DETAIL)

AutoCAD SHX Text

CONCRETE SLAB SEE NOTE 1

AutoCAD SHX Text 54"x20" OPENING IN SLAB (CONTRACTOR TO COORDINATE EXACT LOCATION W/ TRANSFORMER MANUFACTURER)

AutoCAD SHX Text

8" X 12" CONC. BEAM W/ (2)#5 TOP & BOT. BARS. & #3 TIES @ 12" O.C.

AutoCAD SHX Text A

AutoCAD SHX Text S-4

AutoCAD SHX Text 25 TONS PILES TO BE CONCRETE FILLED 14" O.D. X 0.375" THICK STEEL PIPE PILES, DRIVEN MIN. 81' BELOW EXISTING GRADE. (TYP)

AutoCAD SHX Text

42" ALUMINUM HANDRAIL (SEE DETAIL)

AutoCAD SHX Text #5@12

AutoCAD SHX Text #6@12

AutoCAD SHX Text

1#4 (TYP.)

AutoCAD SHX Text

ABRASIVE NOSING

AutoCAD SHX Text 24"

AutoCAD SHX Text 24"

AutoCAD SHX Text

#5 DOWEL @12" O.C. (TYP)

AutoCAD SHX Text 12"

AutoCAD SHX Text 24"

AutoCAD SHX Text

#5 DOWEL @12" O.C. (TYP)

AutoCAD SHX Text

#5@12" O.C.. E.W., E.F. (TYP)

AutoCAD SHX Text 2x4 KEY. (TYP)

AutoCAD SHX Text

(4)#6 T&B LONG. W/#6@12" O.C. TRANSVERSE (TYP)

AutoCAD SHX Text 25 TONS PILES TO BE CONCRETE FILLED 14" O.D. X 0.375" THICK STEEL PIPE PILES, DRIVEN MIN. 81' BELOW EXISTING GRADE. (TYP)

AutoCAD SHX Text

GRADE ELEV. 6.00'

AutoCAD SHX Text

#5@12" O.C.. E.W. (TYP)

AutoCAD SHX Text #6x24" LONG DOWEL @12" O.C.

AutoCAD SHX Text

1" CHAMFER (TYP)

AutoCAD SHX Text

SELECT BACKFILL (TYP)

AutoCAD SHX Text

F.F. ELEV. 12.00'ELEV. 12.00'

AutoCAD SHX Text

8" X 12" CONC. BEAM W/ (2)#5 TOP & BOT. BARS. & #3 TIES @ 12" O.C.

AutoCAD SHX Text 4"%%c PIPE SLEEVE

AutoCAD SHX Text

EPOXY GROUT

AutoCAD SHX Text

GROUT.

AutoCAD SHX Text

PRESSURE INJECT EPOXY

AutoCAD SHX Text

3" ABOVE TOP OF CONC.,

AutoCAD SHX Text DRILL 1/4"%%c WEEPHOLE

AutoCAD SHX Text

SHALL BE 5'-0" (TYPICAL).

AutoCAD SHX Text

& POST, MAX. POST SPACING

AutoCAD SHX Text 1-1/2"%%c ALUM. PIPE HANDRAIL

AutoCAD SHX Text

CAULK

AutoCAD SHX Text

#5 E.F. T. & B. EXTRA BARS EQUAL TO BARS CUT AT OPENING BOTH TOP & BOTTOM

AutoCAD SHX Text

2#5 E.F. (TYP T&B)

AutoCAD SHX Text 04-21-2025

AutoCAD SHX Text

FLOOR PLAN

AutoCAD SHX Text

SCALE: 1/2"=1'

AutoCAD SHX Text

SECTION

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SCALE: 1/2"=1'

AutoCAD SHX Text A

AutoCAD SHX Text S-4

AutoCAD SHX Text

FOUNDATION PLAN

AutoCAD SHX Text

SCALE: 1/2"=1'

AutoCAD SHX Text

HANDRAIL DETAIL

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text NOTES: 1. STRUCTURAL SLAB TO BE 8" THICK W/#5@12" O.C. STRUCTURAL SLAB TO BE 8" THICK W/#5@12" O.C. 2. ENGINEER OF RECORD TO BE NOTIFIED PRIOR TO ENGINEER OF RECORD TO BE NOTIFIED PRIOR TO CONSTRUCTION IF UNIT WEIGHT EXCEEDS WEIGHT NOTED. 3. FINAL LOCATION FOR TRANSFORMER PAD SHALL BE PER FINAL LOCATION FOR TRANSFORMER PAD SHALL BE PER ELECTRICAL DRAWINGS. 4. ALL CONCRETE FINISHES SHALL MATCH EXISTING ALL CONCRETE FINISHES SHALL MATCH EXISTING CONSTRUCTION.

AutoCAD SHX Text NOTE: AT LEAST TWO (2) "DRIVE TEST PILES" SHOULD BE INSTALLED IN THE AREA OF THE PROPOSED STRUCTURE TO DETERMINE THE DRIVING CHARACTERISTICS AND THE REQUIRED PILE LENGTH.

AutoCAD SHX Text

ADDITIONAL REINFORCING AROUND OPENINGS

AutoCAD SHX Text N.T.S.

NOTES: "W" = DIMENSION OF OPENING PERPENDICULAR TO PRINCIPAL BARS CUT, FOR CIRCULAR OPENINGS "W" = DIAMETER. SEE MECH. & ARCH. PLANS FOR SLAB AND WALL OPENINGS NOT SHOWN ON STRUCTURAL PLANS.

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ALL DOCUMENTS PREPARED BY REMINGTON & VERNICK

ENGINEERS AND AFFILIATES ARE INSTRUMENTS OF

SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT

INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE

BY OWNER OR OTHERS ON EXTENSIONS OF THE PROJECT

OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT

WRITTEN VERIFICATION OR ADAPTATION BY REMINGTON &

VERNICK ENGINEERS AND AFFILIATES FOR THE SPECIFIC

PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND

WITHOUT LIABILITY OR LEGAL EXPOSURE TO REMINGTON

& VERNICK ENGINEERS AND AFFILIATES; AND OWNER

SHALL INDEMNIFY AND HOLD HARMLESS REMINGTON &

VERNICK ENGINEERS AND AFFILIATES FROM ALL CLAIMS,

DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR

R E S U L T I N G T H E R E F R O M .

P L A N S W H I C H D O N O T B E A R A N E M B O S S E D S E A L A R E N O T V A L I D .

NJ PROFESSIONAL ENGINEER LIC. No. 51944

JACQUELINE D. TROVATO

DATE:

(609) 645-7110, FAX (609) 645-7076

2819 FIRE ROAD, 1ST FLOOR

EGG HARBOR TOWNSHIP, NJ 08234

REMINGTON

& VERNICK

ENGINEERS

Certification of Authorization: 24 GA 28003300

WEB ADDRESS : RVE.COM

· Excellence Innovation Service·

4.21.2025

0102U025

AS NOTED

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FOR REFERENCE PURPOSES ONLY

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ALL DOCUMENTS PREPARED BY REMINGTON & VERNICK

ENGINEERS AND AFFILIATES ARE INSTRUMENTS OF

SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT

INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE

BY OWNER OR OTHERS ON EXTENSIONS OF THE PROJECT

OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT

WRITTEN VERIFICATION OR ADAPTATION BY REMINGTON &

VERNICK ENGINEERS AND AFFILIATES FOR THE SPECIFIC

PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND

WITHOUT LIABILITY OR LEGAL EXPOSURE TO REMINGTON

& VERNICK ENGINEERS AND AFFILIATES; AND OWNER

SHALL INDEMNIFY AND HOLD HARMLESS REMINGTON &

VERNICK ENGINEERS AND AFFILIATES FROM ALL CLAIMS,

DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR

R E S U L T I N G T H E R E F R O M .

P L A N S W H I C H D O N O T B E A R A N E M B O S S E D S E A L A R E N O T V A L I D .

02/2025

0102U025

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NJ PROFESSIONAL ENGINEER LIC. No. 56794

KAVAN R. SMITH

DATE:

(609) 645-7110, FAX (609) 645-7076

2819 FIRE ROAD, 1ST FLOOR

EGG HARBOR TOWNSHIP, NJ 08234

REMINGTON

& VERNICK

ENGINEERS

Certification of Authorization: 24 GA 28003300

WEB ADDRESS : RVE.COM

· Excellence Innovation Service·

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ALL DOCUMENTS PREPARED BY REMINGTON & VERNICK

ENGINEERS AND AFFILIATES ARE INSTRUMENTS OF

SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT

INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE

BY OWNER OR OTHERS ON EXTENSIONS OF THE PROJECT

OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT

WRITTEN VERIFICATION OR ADAPTATION BY REMINGTON &

VERNICK ENGINEERS AND AFFILIATES FOR THE SPECIFIC

PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND

WITHOUT LIABILITY OR LEGAL EXPOSURE TO REMINGTON

& VERNICK ENGINEERS AND AFFILIATES; AND OWNER

SHALL INDEMNIFY AND HOLD HARMLESS REMINGTON &

VERNICK ENGINEERS AND AFFILIATES FROM ALL CLAIMS,

DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR

R E S U L T I N G T H E R E F R O M .

P L A N S W H I C H D O N O T B E A R A N E M B O S S E D S E A L A R E N O T V A L I D .

02/2025

0102U025

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NJ PROFESSIONAL ENGINEER LIC. No. 56794

KAVAN R. SMITH

DATE:

(609) 645-7110, FAX (609) 645-7076

2819 FIRE ROAD, 1ST FLOOR

EGG HARBOR TOWNSHIP, NJ 08234

REMINGTON

& VERNICK

ENGINEERS

Certification of Authorization: 24 GA 28003300

WEB ADDRESS : RVE.COM

· Excellence Innovation Service·

EL

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E-1.1

ELECTRICAL DEMOLITION PUMP STATION PLAN

SCALE: 1/4"=1'-0"

JOB No. :

DATE :

SCALE :

D.M. K.M.

N o.

C H

K R

EV

IS

IO

N

D

AT

E

BY

P:

\P ro je ct s\

At la nt ic

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\0

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5\ Sh ee ts

\E S-

2.

El ec tri ca l S ite

P la n.

dw g

/2 1/

1:

:4

AM

ALL DOCUMENTS PREPARED BY REMINGTON & VERNICK

ENGINEERS AND AFFILIATES ARE INSTRUMENTS OF

SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT

INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE

BY OWNER OR OTHERS ON EXTENSIONS OF THE PROJECT

OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT

WRITTEN VERIFICATION OR ADAPTATION BY REMINGTON &

VERNICK ENGINEERS AND AFFILIATES FOR THE SPECIFIC

PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND

WITHOUT LIABILITY OR LEGAL EXPOSURE TO REMINGTON

& VERNICK ENGINEERS AND AFFILIATES; AND OWNER

SHALL INDEMNIFY AND HOLD HARMLESS REMINGTON &

VERNICK ENGINEERS AND AFFILIATES FROM ALL CLAIMS,

DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR

R E S U L T I N G T H E R E F R O M .

P L A N S W H I C H D O N O T B E A R A N E M B O S S E D S E A L A R E N O T V A L I D .

02/2025

0102U025

AS NOTED

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ES

NJ PROFESSIONAL ENGINEER LIC. No. 56794

KAVAN R. SMITH

DATE:

(609) 645-7110, FAX (609) 645-7076

2819 FIRE ROAD, 1ST FLOOR

EGG HARBOR TOWNSHIP, NJ 08234

REMINGTON

& VERNICK

ENGINEERS

Certification of Authorization: 24 GA 28003300

WEB ADDRESS : RVE.COM

· Excellence Innovation Service·

EL

EC

TR

IC

AL

SI

TE

P

LA

N

ES-2.1

ELECTRICAL SITE PLAN

SCALE: 1"=10'

0 10' 20'

1 INCH =

GRAPHIC SCALE

10 FT.

30'

JOB No. :

DATE :

SCALE :

D.M. K.M.

N o.

C H

K R

EV

IS

IO

N

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AT

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BY

P:

\P ro je ct s\

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.1 E le ct ric al

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St at io n

Pl an

.d w g

/2 1/

1:

:5

AM

ALL DOCUMENTS PREPARED BY REMINGTON & VERNICK

ENGINEERS AND AFFILIATES ARE INSTRUMENTS OF

SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT

INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE

BY OWNER OR OTHERS ON EXTENSIONS OF THE PROJECT

OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT

WRITTEN VERIFICATION OR ADAPTATION BY REMINGTON &

VERNICK ENGINEERS AND AFFILIATES FOR THE SPECIFIC

PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND

WITHOUT LIABILITY OR LEGAL EXPOSURE TO REMINGTON

& VERNICK ENGINEERS AND AFFILIATES; AND OWNER

SHALL INDEMNIFY AND HOLD HARMLESS REMINGTON &

VERNICK ENGINEERS AND AFFILIATES FROM ALL CLAIMS,

DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR

R E S U L T I N G T H E R E F R O M .

P L A N S W H I C H D O N O T B E A R A N E M B O S S E D S E A L A R E N O T V A L I D .

02/2025

0102U025

AS NOTED

C

IT

Y O

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C

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Y

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K

PU

M P

ST

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PG

R

AD

ES

NJ PROFESSIONAL ENGINEER LIC. No. 56794

KAVAN R. SMITH

DATE:

(609) 645-7110, FAX (609) 645-7076

2819 FIRE ROAD, 1ST FLOOR

EGG HARBOR TOWNSHIP, NJ 08234

REMINGTON

& VERNICK

ENGINEERS

Certification of Authorization: 24 GA 28003300

WEB ADDRESS : RVE.COM

· Excellence Innovation Service·

EL

EC

TR

IC

AL

P

O W

ER

PU

M P

ST

AT

IO

N

P

LA

N

E-2.1

ELECTRICAL POWER PUMP STATION PLAN

SCALE: 1/4"=1'-0"

JOB No. :

DATE :

SCALE :

D.M. K.M.

N o.

C H

K R

EV

IS

IO

N

D

AT

E

BY

P:

\P ro je ct s\

At la nt ic

C ity

\0

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\E -5

.1 E le ct ric al

D em ol iti on S in gl e Li ne D ia gr am .d w g

/2

1/

1:

:4

AM

ALL DOCUMENTS PREPARED BY REMINGTON & VERNICK

ENGINEERS AND AFFILIATES ARE INSTRUMENTS OF

SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT

INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE

BY OWNER OR OTHERS ON EXTENSIONS OF THE PROJECT

OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT

WRITTEN VERIFICATION OR ADAPTATION BY REMINGTON &

VERNICK ENGINEERS AND AFFILIATES FOR THE SPECIFIC

PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND

WITHOUT LIABILITY OR LEGAL EXPOSURE TO REMINGTON

& VERNICK ENGINEERS AND AFFILIATES; AND OWNER

SHALL INDEMNIFY AND HOLD HARMLESS REMINGTON &

VERNICK ENGINEERS AND AFFILIATES FROM ALL CLAIMS,

DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR

R E S U L T I N G T H E R E F R O M .

P L A N S W H I C H D O N O T B E A R A N E M B O S S E D S E A L A R E N O T V A L I D .

02/2025

0102U025

AS NOTED

C

IT

Y O

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C

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K

PU

M P

ST

AT

IO

N

U

PG

R

AD

ES

NJ PROFESSIONAL ENGINEER LIC. No. 56794

KAVAN R. SMITH

DATE:

(609) 645-7110, FAX (609) 645-7076

2819 FIRE ROAD, 1ST FLOOR

EGG HARBOR TOWNSHIP, NJ 08234

REMINGTON

& VERNICK

ENGINEERS

Certification of Authorization: 24 GA 28003300

WEB ADDRESS : RVE.COM

· Excellence Innovation Service·

EL

EC

TR

IC

AL

D

EM

O

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TI

O N

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G

LE

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IN

E D

IA

G

R

AM

E-5.1

ELECTRICAL DEMOLITION SINGLE LINE DIAGRAM

SCALE: N.T.S

JOB No. :

DATE :

SCALE :

D.M. K.M.

N o.

C H

K R

EV

IS

IO

N

D

AT

E

BY

P:

\P ro je ct s\

At la nt ic

C ity

\0

2U

5\ Sh ee ts

\E -5

.2 E le ct ric al

S in gl e

Li ne

D ia gr am

.d w g

/2 1/

1:

:5

AM

ALL DOCUMENTS PREPARED BY REMINGTON & VERNICK

ENGINEERS AND AFFILIATES ARE INSTRUMENTS OF

SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT

INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE

BY OWNER OR OTHERS ON EXTENSIONS OF THE PROJECT

OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT

WRITTEN VERIFICATION OR ADAPTATION BY REMINGTON &

VERNICK ENGINEERS AND AFFILIATES FOR THE SPECIFIC

PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND

WITHOUT LIABILITY OR LEGAL EXPOSURE TO REMINGTON

& VERNICK ENGINEERS AND AFFILIATES; AND OWNER

SHALL INDEMNIFY AND HOLD HARMLESS REMINGTON &

VERNICK ENGINEERS AND AFFILIATES FROM ALL CLAIMS,

DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR

R E S U L T I N G T H E R E F R O M .

P L A N S W H I C H D O N O T B E A R A N E M B O S S E D S E A L A R E N O T V A L I D .

02/2025

0102U025

AS NOTED

C

IT

Y O

F

AT

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N

TI

C

C

IT

Y

AT

LA

N

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C C

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K

PU

M P

ST

AT

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N

U

PG

R

AD

ES

NJ PROFESSIONAL ENGINEER LIC. No. 56794

KAVAN R. SMITH

DATE:

(609) 645-7110, FAX (609) 645-7076

2819 FIRE ROAD, 1ST FLOOR

EGG HARBOR TOWNSHIP, NJ 08234

REMINGTON

& VERNICK

ENGINEERS

Certification of Authorization: 24 GA 28003300

WEB ADDRESS : RVE.COM

· Excellence Innovation Service·

ELECTRICAL SINGLE LINE DIAGRAM

SCALE: N.T.S

EL

EC

TR

IC

AL

SI

N G

LE

L

IN

E

D

IA

G R

AM

E-5.2

JOB No. :

DATE :

SCALE :

D.M. K.M.

N o.

C H

K R

EV

IS

IO

N

D

AT

E

BY

P:

\P ro je ct s\

At la nt ic

C ity

\0

2U

5\ Sh ee ts

\E -6

.1 E le ct ric al

D et ai ls

.d w g

/2 1/

1:

:4

AM

ALL DOCUMENTS PREPARED BY REMINGTON & VERNICK

ENGINEERS AND AFFILIATES ARE INSTRUMENTS OF

SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT

INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE

BY OWNER OR OTHERS ON EXTENSIONS OF THE PROJECT

OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT

WRITTEN VERIFICATION OR ADAPTATION BY REMINGTON &

VERNICK ENGINEERS AND AFFILIATES FOR THE SPECIFIC

PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND

WITHOUT LIABILITY OR LEGAL EXPOSURE TO REMINGTON

& VERNICK ENGINEERS AND AFFILIATES; AND OWNER

SHALL INDEMNIFY AND HOLD HARMLESS REMINGTON &

VERNICK ENGINEERS AND AFFILIATES FROM ALL CLAIMS,

DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR

R E S U L T I N G T H E R E F R O M .

P L A N S W H I C H D O N O T B E A R A N E M B O S S E D S E A L A R E N O T V A L I D .

02/2025

0102U025

AS NOTED

C

IT

Y O

F

AT

LA

N

TI

C

C

IT

Y

AT

LA

N

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C C

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Y

AT

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AR

K

PU

M P

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N

U

PG

R

AD

ES

NJ PROFESSIONAL ENGINEER LIC. No. 56794

KAVAN R. SMITH

DATE:

(609) 645-7110, FAX (609) 645-7076

2819 FIRE ROAD, 1ST FLOOR

EGG HARBOR TOWNSHIP, NJ 08234

REMINGTON

& VERNICK

ENGINEERS

Certification of Authorization: 24 GA 28003300

WEB ADDRESS : RVE.COM

· Excellence Innovation Service·

EL

EC

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IC

AL

D

ET

AI

LS

E-6.1

ELEVATED CONCRETE TRANSFORMER PAD DETAIL

N.T.S.

TRANSFORMER PAD SECTION DETAIL

N.T.S.

0102U025 - FULL SET FOR SIGNATURES

Final Audit Report 2025-04-22

Created: 2025-04-22

By: Brian Zoppel (Brian.Zoppel@rve.com)

Status: Signed

Transaction ID: CBJCHBCAABAAcgAdYFCmxvuPzQdJSekgkJ18-8EsqFKR

"0102U025 - FULL SET FOR SIGNATURES" History Document created by Brian Zoppel (Brian.Zoppel@rve.com)

2025-04-22 - 12:07:22 PM GMT

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