26-5 Plans - Addendum 1 updated 9-17-26.pdf
PDF 12 MB Posted
- Solicitation number
- 2026-038-WS
- Issued by
- Ocean County, New Jersey
About this file
This is an Addendum to contract drawings and specifications for Bid #2026-038-W/S, a sanitary sewer replacement project administered by the Township of Stafford in Ocean County, New Jersey. The project involves the removal and replacement of existing sanitary sewer mains across multiple streets including Mill Creek Road (from Ruth-Ann Drive to Jonathan Drive and from Ralph Lane to George Drive), Mary Alice Road, Budd Drive, Gregg Drive, and Jonathan Drive (from Mill Creek Road to Jennifer Lane). The scope of work encompasses sanitary sewer pipe installation, water main connections, service laterals, manhole construction, and associated pavement restoration and traffic control. Construction details include standard manhole designs, sewer cleanout boxes, internal drop connections, various trench restoration methods for different surface types (concrete, asphalt, Belgian block curbs), and water main connection details with thrust blocks and concrete encasement requirements.
The addendum provides comprehensive Soil Erosion and Sediment Control (S.E.S.C.) plans with specific limits of disturbance for each project area, ranging from 0.084 acres to 0.667 acres, along with temporary vegetative stabilization guidelines for cool and warm season grasses with specified seeding rates and planting dates. Contractors must comply with New Jersey One Call requirements by calling 811 or 1-800-272-1000 at least three business days before excavation and beginning work within ten days. The project includes proposed stockpile and staging areas at the Mill Creek Water Tower Site (Blocks 147.11 and 147.111) and requires implementation of inlet sediment control filters, silt fencing, stabilized construction entrances, and dewatering sump pit details. Traffic control plans specify drum and barricade specifications with orange and silver retroreflective striping, and the engineering design was completed by Remington & Vernick Engineers with the document sealed by Professional Engineer Alan B. Dittenhofer (License No. 37672).
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LIST OF UTILITIES AND
EMERGENCY CONTACT INFORMATION
SANITARY
SEWER:
WATER:
NEW JERSEY ONE
CALL SYSTEM:
NEW JERSEY ONE CALL
399 HOES LANE
PISCATAWAY, NJ 08854
BARBARA BYE, EX. DIRECTOR
www.nj1-call.org "881" 1-800-272-1000
ELECTRIC:
ATLANTIC CITY ELECTRIC
5100 HARDING HWY.
MAYS LANDING, N.J. 08330
(609) 625-3297
CABLE:
COMCAST CABLE
1250 HADDONFIELD-BERLIN ROAD
CHERRY HILL, N.J. 08034
(856) 354-1880
GAS:
NEW JERSEY NATURAL
GAS CO.
1415 WYCKOFF ROAD
P.O. BOX 1464
WALL, N.J. 07719
(800) 272-1000
TELEPHONE:
VERIZON COMMUNICATION
6000 HADLEY ROAD
SOUTH PLAINFIELD, N.J. 07080
(908) 753-0801
TRANSCONTINENTAL CABLE ROUTE
UNDERGROUND LOCATION SERVICE
NEW JERSEY UTILITIES ASSOCIATION
(800) 252-1133
AT&T
STAFFORD TOWNSHIP
260 EAST BAY AVENUE
MANAHAWKIN, N.J. 08050
(609) 597-1000
STAFFORD TOWNSHIP
260 EAST BAY AVENUE
MANAHAWKIN, N.J. 08050
(609) 597-1000
CONTRACT DRAWINGS FOR THE
BEACH HAVEN WEST - PHASE 8
FINAL SANITARY SEWER REPLACEMENT
STAFFORD TOWNSHIP
OCEAN COUNTY · NEW JERSEY
IT IS THE RESPONSIBILITY OF THE CONTRACTOR
TO CONTACT NJ ONE CALL PRIOR TO THE START
OF CONSTRUCTION. CALL FOR MARKOUTS THREE
(3) FULL BUSINESS DAYS IN ADVANCE AND BEGIN
EXCAVATION WITHIN 10 DAYS. ALL CONTRACTORS
ON-SITE MUST HAVE THEIR OWN MARKOUT.
CALL BEFORE YOU DIG
811 or 1-800-272-1000
ITS THE LAW
New Jersey One Call
PROJECT LOCATION MAP
# = Sheet Number
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ALL DOCUMENTS PREPARED BY REMINGTON & VERNICK
ENGINEERS AND AF FILIATES 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 PROJE CT. ANY R EUSE 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 .
(732) 286-9220, FAX (732) 505-8416
9 ALLEN STREET
TOMS RIVER, NJ 08753
REMINGTON
& VERNICK
ENGINEERS
Certification of Authorization: 24 GA 28003300
WEB ADDRESS : RVE.COM
· Excellence Innovation Service·
NJ PROFESSIONAL ENGINEER LIC. No. 37672
ALAN B. DITTENHOFER
DATE:
N o.
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1 TITLE SHEET
4 STANDARD LEGEND
2 - 3 NOTES AND QUANTITIES
21 - 25 CONSTRUCTION DETAILS
37 - 38 TRAFFIC CONTROL PLAN AND DETAILS
9 - 11 JONATHAN DRIVE
33 - 34 S.E.S.C. NOTES AND DETAILS
5 - 8 MILL CREEK ROAD
12 - 14 GREGG DRIVE
15 - 17 MARYALICE ROAD
19 - 20 BUDD DRIVE - ALTERNATE BID "A"
26 - 32 S.E.S.C. PLANS
35 - 36 PROPOSED STOCKPILE AND STAGING AREAS
18 MILL CREEK ROAD (RALPH TO GEORGE)
SHEET No. :
CHECKED BY :DRAWN BY : DESIGN BY :
JOB No. :
DATE :
SCALE :
BK PH / TD PH AS SHOWN
9 / 2025
1531 - T - 026
39 - 41 PROPOSED STRIPING PLANS
MAYOR
TOWNSHIP OF STAFFORD
COUNCIL PRESIDENT
COUNCIL MEMBERS
ADMINISTRATOR
ROBERT HENKEN
MATTHEW von der HAYDEN
CLERK
SUSAN FARRELL
STEVEN ESPOSITO
LISA D. MOWER
AMY OTTE
OWEN LAROCCA
CHRIS DARCONTE
SERGIO FOSSA
SANITARY SEWER NOTES:
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ALL DOCUMENTS PREPARED BY REMINGTON & VERNICK
ENGINEERS AND AF FILIATES 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 PROJE CT. ANY R EUSE 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 .
(732) 286-9220, FAX (732) 505-8416
9 ALLEN STREET
TOMS RIVER, NJ 08753
REMINGTON
& VERNICK
ENGINEERS
Certification of Authorization: 24 GA 28003300
WEB ADDRESS : RVE.COM
· Excellence Innovation Service·
NJ PROFESSIONAL ENGINEER LIC. No. 37672
ALAN B. DITTENHOFER
DATE:
N o.
C H
K R
EV
IS
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BY
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SHEET No. :
CHECKED BY :DRAWN BY : DESIGN BY :
JOB No. :
DATE :
SCALE :
BK PH / TD PH AS SHOWN
9 / 2025
1531 - T - 026
WATER MAIN NOTES:
GENERAL CONSTRUCTION NOTES:
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ALL DOCUMENTS PREPARED BY REMINGTON & VERNICK
ENGINEERS AND AF FILIATES 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 PROJE CT. ANY R EUSE 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 .
(732) 286-9220, FAX (732) 505-8416
9 ALLEN STREET
TOMS RIVER, NJ 08753
REMINGTON
& VERNICK
ENGINEERS
Certification of Authorization: 24 GA 28003300
WEB ADDRESS : RVE.COM
· Excellence Innovation Service·
NJ PROFESSIONAL ENGINEER LIC. No. 37672
ALAN B. DITTENHOFER
DATE:
N o.
C H
K R
EV
IS
IO
N
D
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BY
ST
AF
FO
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SHEET No. :
CHECKED BY :DRAWN BY : DESIGN BY :
JOB No. :
DATE :
SCALE :
BK PH / TD PH AS SHOWN
9 / 2025
1531 - T - 0262 ha re d\ Pr oj ec ts P
O C
\N J\
- O ce an \1
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AM
ALL DOCUMENTS PREPARED BY REMINGTON & VERNICK
ENGINEERS AND AF FILIATES 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 PROJE CT. ANY R EUSE 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 .
(732) 286-9220, FAX (732) 505-8416
9 ALLEN STREET
TOMS RIVER, NJ 08753
REMINGTON
& VERNICK
ENGINEERS
Certification of Authorization: 24 GA 28003300
WEB ADDRESS : RVE.COM
· Excellence Innovation Service·
NJ PROFESSIONAL ENGINEER LIC. No. 37672
ALAN B. DITTENHOFER
DATE:
N o.
C H
K R
EV
IS
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N
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BY
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IRRIGATION PIPE
WATER SERVICE
COMMUNICATIONS SERVICE
TELEPHONE SERVICE
FIBER OPTIC SERVICE
ELECTRIC SERVICE
SANITARY SEWER PIPE 12"
SANITARY SEWER PIPE 12"
GAS SERVICE
STORM SEWER PIPE 12"
STORM SEWER PIPE 12"
SANITARY FORCE MAIN PIPE
OVERHEAD WIRE
WATER SHUT-OFF
WATER METER
WATER VALVE
WATER HYDRANT
WELL
YARD HYDRANT
METER PIT
GAS SHUT-OFF
GAS METER
GAS VALVE
GAS LINE MARKER
CLEANOUT
SEWER VENT
IRRIGATION CONTROL VALVE
IRRIGATION BOX
IRRIGATION CONTROL BOX
SPRINKLER HEAD
COMMUNICATIONS PEDESTAL
COMMUNICATIONS LINE MARKER
TELEPHONE PEDESTAL
TELEPHONE LINE MARKER
ELEC. BOX
ELEC. METER
ELEC. TRANSFORMER PAD
ELEC. VAULT
ELEC. LINE MARKER
MANHOLES
UTILITY POLE
GUY ANCHOR
ELEC. OUTLET
INLET TYPE A
AREA DRAIN
LIGHTS
CONCRETE MONUMENT
PK / MAG NAIL / DRILL HOLE / SPIKE
STAKE
HUB
PIN W/ CAP
IRON PIPE
CROSS CUT
DRILL HOLE W/ WINGS
DISK
STONE
REBAR
BASELINE
CENTERLINE
EASEMENT
RIGHT-OF-WAY
BORING LOCATION
MONITORING WELL LOCATION
TEST PIT LOCATION
FRESHWATER WETLAND FLAG
FRESHWATER WETLAND LINE
EDGE OF WATER
STREAM CENTERLINE
DECIDUOUS TREE
SHRUBS / BUSH
EVERGREENS
STUMP
WOODS / TREE LINE
CROWS FOOT
IRON PIN
PROPERTY BOUNDARY
RAILROAD TRACKS
ADJACENT PROPERTY BOUNDARY
STATE BOUNDARY
MUNICIPAL / COUNTY BOUNDARY
FRESHWATER WETLAND BUFFER
WIRE FENCE
SPLIT RAIL FENCE
WOOD / VINYL FENCE
CHAIN-LINK FENCE
TOP OF BANK / DITCH
BOTTOM OF BANK / DITCH
FLOW LINE / SWALE
CONTOUR (MAJOR)
CONTOUR (MINOR)
TIME OF CONCENTRATION
ROADWAY GRADE
DRAINAGE FLOW
EDGE OF PAVEMENT
CURB
PAVEMENT / CONC. / SIDEWALK
LIMIT OF EXCAVATION
GUIDE RAIL
BOLLARD
MAILBOX
SIGNS
FLAG POLE
BENCH
PILE
TRAFFIC CONTROL BOX
TRAFFIC LIGHT
DEPT. OF TRANSPORTATION MANHOLE
STATE HIGHWAY DEPARTMENT
TYPICAL NORTH ARROW
BENCHMARK LOCATION
DETECTABLE WARNING SURFACE
TYPICAL STRIPING
ADA STRIPING
CALL BOX
OIL FILL
UNDERGROUND STORAGE TANK LID
RISER PIPE
UNKNOWN VALVE
VENT
VENT PIPE
SPOT GRADE
AERIAL TARGET
RAILROAD CROSSING BEACON
RAISED PAVEMENT MARKER
GRASS/SOD
APR. APRON EL. ELEVATION PERF. PERFORATED SWL SINGLE WHITE LINE
ASB ASBESTOS CEMENT PIPE EX. EXISTING PC POINT OF CURVATURE SYL SINGLE YELLOW LINE
AFF ABOVE FINISHED FLOOR FFE FINISH FLOOR ELEVATION PI POINT OF INFLECTION TBA TO BE ABANDONED
ASB ASBESTOS FT FEET PT POINT OF TANGENCY TBR TO BE REMOVED
AL ALUMINUM
E.B.,W.B, N.B.,S.B.
EASTBOUND, WESTBOUND,
NORTHBOUND, SOUTHBOUND PSI POUNDS PER SQUARE INCH TC TOP OF CURB
BL BASELINE GL GUTTER LINE PK PARKER KAYLON MASONRY NAIL TEL TELEPHONE
BM BENCH MARK GR GRATE PROP. PROPOSED TEMP. TEMPORARY
BIT. BITUMINOUS GALV. GALVANIZED PVC POLYVINYL CHLORIDE PIPE TYP. TYPICAL
BLDG. BUILDING HW HEADWALL PVC POINT OF VERTICAL
CURVATURE UD UNDERDRAIN
BGS BELOW GROUND SURFACE HDPE HIGH DENSITY POLYETHYLENE PIPE PVI POINT OF VERTICAL
INTERSECTION UP UTILITY POLE
CL CENTERLINE INV. INVERT PVT POINT OF VERTICAL TANGENCY V VOLTS
CIP CAST IRON PIPE IP IRON PIN R RADIUS VAR. VARIES
CONC. CONCRETE IN INCHES RCP REINFORCED CONCRETE PIPE WM WATER METER
CMP CORRUGATED METAL PIPE JB JUNCTION BOX RMC RIGID METALLIC CONDUIT
CULV. CULVERT LSA LANDSCAPED AREA R.O.W. RIGHT OF WAY
CS CARBON STEEL LF LINEAR FEET R.R. RAILROAD
CF CUBIC FEET LST LANDSCAPE TIE RTE. ROUTE
CY CUBIC YARDS LOM LIMIT OF MILLING SAN. SANITARY
CMU CONCRETE MASONRY UNIT LOP LIMIT OF PAVING SS STAINLESS STEEL
D.C. DEPRESSED CURB MB MAILBOX SWK. SIDEWALK
DH DRILL HOLE MAX. MAXIMUM SHD STATE HIGHWAY DEPARTMENT
DIA. DIAMETER MIN. MINIMUM SHLD. SHOULDER
DIP DUCTILE IRON PIPE MH MANHOLE STY. STORY
DWY DRIVEWAY NO. NUMBER STA. STATION
DYL DOUBLE YELLOW LINE N.T.S. NOT TO SCALE
P PIPE
HEADWALL W/ WINGS
HEADWALL
INLET TYPE B
INLET TYPE E
INLET GRATE CUSTOM
SHEET No. :
CHECKED BY :DRAWN BY : DESIGN BY :
JOB No. :
DATE :
SCALE :
BK PH / TD PH AS SHOWN
9 / 2025
1531 - T - 026
MILL CREEK ROAD
PROFILE: 158+25 - 165+50
.9
.9
.0
.0
.8
.6
.5
.4
.1
.1
.9
.0
.1
.3
.4
.6
SYLVIA LANE PROPOSED SANITARY
PROFILE: 0+00 - 0+60
.0
.2
.4
SURVEY NOTES & REFERENCES:
30 0 30 60
SCALE IN FEET
(1� 30
GRAPHIC SCALE
Z:
\S ha re d\ Pr oj ec ts P
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P ro po se d Sa ni ta ry L ay ou t ( 2)
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ALL DOCUMENTS PREPARED BY REMINGTON & VERNICK
ENGIN EERS AN D AFFILIAT ES ARE INST RUMENTS 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
O R ON ANY O THER P ROJECT . A NY REU SE 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 .
(732) 286-9220, FAX (732) 505-8416
9 ALLEN STREET
TOMS RIVER, NJ 08753
REMINGTON
& VERNICK
ENGINEERS
Certification of Authorization: 24 GA 28003300
WEB ADDRESS : RVE.COM
· Excellence Innovation Service·
NJ PROFESSIONAL ENGINEER LIC. No. 37672
ALAN B. DITTENHOFER
DATE:
N o.
C H
K R
EV
IS
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N
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BY
ST
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PR
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D P
LA
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A N
D P
R O
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IL
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SHEET No. :
CHECKED BY :DRAWN BY : DESIGN BY :
JOB No. :
DATE :
SCALE :
BK PH / TD PH AS SHOWN
9 / 2025
1531 - T - 026
PLAN LOCATION MAP
RESTORATION NOTES:
MILL CREEK ROAD
PLAN: 158+25 - 165+50
M
ATC
H
LIN
E STA. 165+50, SH
T. 6
MILL CREEK ROAD
PROFILE: 165+50 - 172+50
.6
.6
.4
.2
.1
.0
.8
.9
.0
.2
.3
.4
.6
.7
.7
LYNN ANN LANE PROPOSED SANITARY
PROFILE: 0+00 - 1+45
.4
.7
RONA LANE PROPOSED SANITARY
PROFILE: 0+00 - 0+70
.2
.2
.3
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ALL DOCUMENTS PREPARED BY REMINGTON & VERNICK
ENGIN EERS AN D AFFILIAT ES ARE INST RUMENTS 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
O R ON ANY O THER P ROJECT . A NY REU SE 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 .
(732) 286-9220, FAX (732) 505-8416
9 ALLEN STREET
TOMS RIVER, NJ 08753
REMINGTON
& VERNICK
ENGINEERS
Certification of Authorization: 24 GA 28003300
WEB ADDRESS : RVE.COM
· Excellence Innovation Service·
NJ PROFESSIONAL ENGINEER LIC. No. 37672
ALAN B. DITTENHOFER
DATE:
N o.
C H
K R
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SCALE :
BK PH / TD PH AS SHOWN
9 / 2025
1531 - T - 026
PLAN LOCATION MAP
RESTORATION NOTES:MILL CREEK ROAD
PLAN: 165+50 - 172+50
M
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M
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1 1
1 1 1 1 1
SURVEY NOTES & REFERENCES:
30 0 30 60
SCALE IN FEET
(1� 30
GRAPHIC SCALE
MILL CREEK ROAD
PROFILE: 172+50 - 179+50
.7
.6
.5
.2
.1
.1
.2
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7:
A M
ALL DOCUMENTS PREPARED BY REMINGTON & VERNICK
ENGINEERS AND AF FILIATES 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 PROJE CT. ANY R EUSE 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 .
(732) 286-9220, FAX (732) 505-8416
9 ALLEN STREET
TOMS RIVER, NJ 08753
REMINGTON
& VERNICK
ENGINEERS
Certification of Authorization: 24 GA 28003300
WEB ADDRESS : RVE.COM
· Excellence Innovation Service·
NJ PROFESSIONAL ENGINEER LIC. No. 37672
ALAN B. DITTENHOFER
DATE:
N o.
C H
K R
EV
IS
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N
D
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BY
ST
AF
FO
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SHEET No. :
CHECKED BY :DRAWN BY : DESIGN BY :
JOB No. :
DATE :
SCALE :
BK PH / TD PH AS SHOWN
9 / 2025
1531 - T - 026
PLAN LOCATION MAP
MATCHLINE STA. 179+50, S
HT. 8
MILL CREEK ROAD
PLAN: 172+50 - 179+50
RESTORATION NOTES:
M
ATC
H
LIN
E STA. 172+50, SH
T. 6
1 1
11 1 1
MILL CREEK ROAD
PROFILE: 179+50 - 186+50
.1
.2
.0
.4
.0
.0
.3
.5
.7
.8
.8
.7
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30 0 30 60
SCALE IN FEET
(1" = 30
GRAPHIC SCALE
Z:
\S ha re d\ Pr oj ec ts P
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\N J\
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ALL DOCUMENTS PREPARED BY REMINGTON & VERNICK
ENGINEERS AND AF FILIATES 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 PROJE CT. ANY R EUSE 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 .
(732) 286-9220, FAX (732) 505-8416
9 ALLEN STREET
TOMS RIVER, NJ 08753
REMINGTON
& VERNICK
ENGINEERS
Certification of Authorization: 24 GA 28003300
WEB ADDRESS : RVE.COM
· Excellence Innovation Service·
NJ PROFESSIONAL ENGINEER LIC. No. 37672
ALAN B. DITTENHOFER
DATE:
N o.
C H
K R
EV
IS
IO
N
D
AT
E
BY
ST
AF
FO
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W
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SHEET No. :
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JOB No. :
DATE :
SCALE :
BK PH / TD PH AS SHOWN
9 / 2025
1531 - T - 026
PLAN LOCATION MAP
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PLAN: 179+50 - 186+50
RESTORATION NOTES:
1 1
JONATHAN DRIVE
PROFILE: 47+45 - 53+50
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.6
.5
.1
.4
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.0
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SURVEY NOTES & REFERENCES:
30 0 30 60
SCALE IN FEET
(1" = 30
GRAPHIC SCALE
Z:
\S ha re d\ Pr oj ec ts P
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ALL DOCUMENTS PREPARED BY REMINGTON & VERNICK
ENGINEERS AND AF FILIATES 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 PROJE CT. ANY R EUSE 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 .
(732) 286-9220, FAX (732) 505-8416
9 ALLEN STREET
TOMS RIVER, NJ 08753
REMINGTON
& VERNICK
ENGINEERS
Certification of Authorization: 24 GA 28003300
WEB ADDRESS : RVE.COM
· Excellence Innovation Service·
NJ PROFESSIONAL ENGINEER LIC. No. 37672
ALAN B. DITTENHOFER
DATE:
N o.
C H
K R
EV
IS
IO
N
D
AT
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BY
ST
AF
FO
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W
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SHEET No. :
CHECKED BY :DRAWN BY : DESIGN BY :
JOB No. :
DATE :
SCALE :
BK PH / TD PH AS SHOWN
9 / 2025
1531 - T - 026
PLAN LOCATION MAP
JONATHAN DRIVE
PLAN: 47+45 - 53+50
M
ATC
H
LIN
E STA. 53+50, SH
T. 10
RESTORATION NOTES:
JONATHAN DRIVE
PROFILE: 53+50 - 59+50
.3
.4
.5
.7
.9
.0
.0
.8
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.5
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SURVEY NOTES & REFERENCES:
30 0 30 60
SCALE IN FEET
(1" = 30
GRAPHIC SCALE
Z:
\S ha re d\ Pr oj ec ts P
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\N J\
- O ce an \1
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/1 4/
1:
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ALL DOCUMENTS PREPARED BY REMINGTON & VERNICK
ENGINEERS AND AF FILIATES 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 PROJE CT. ANY R EUSE 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 .
(732) 286-9220, FAX (732) 505-8416
9 ALLEN STREET
TOMS RIVER, NJ 08753
REMINGTON
& VERNICK
ENGINEERS
Certification of Authorization: 24 GA 28003300
WEB ADDRESS : RVE.COM
· Excellence Innovation Service·
NJ PROFESSIONAL ENGINEER LIC. No. 37672
ALAN B. DITTENHOFER
DATE:
N o.
C H
K R
EV
IS
IO
N
D
AT
E
BY
ST
AF
FO
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W
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LA
C
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SHEET No. :
CHECKED BY :DRAWN BY : DESIGN BY :
JOB No. :
DATE :
SCALE :
BK PH / TD PH AS SHOWN
9 / 2025
1531 - T - 026
PLAN LOCATION MAP
JONATHAN DRIVE
PLAN: 53+50 - 59+50
M
ATC
H
LIN
E STA. 59+50, SH
T. 11
M
ATC
H
LIN
E STA. 53+50, SH
T. 9
JONATHAN DRIVE
PROFILE: 59+50 - 64+85
.1
.0
.0
.8
.6
.3
.3
.5
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.7
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SURVEY NOTES & REFERENCES:
30 0 30 60
SCALE IN FEET
(1" = 30
GRAPHIC SCALE
Z:
\S ha re d\ Pr oj ec ts P
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\N J\
- O ce an \1
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/1 4/
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ALL DOCUMENTS PREPARED BY REMINGTON & VERNICK
ENGINEERS AND AF FILIATES 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 PROJE CT. ANY R EUSE 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 .
(732) 286-9220, FAX (732) 505-8416
9 ALLEN STREET
TOMS RIVER, NJ 08753
REMINGTON
& VERNICK
ENGINEERS
Certification of Authorization: 24 GA 28003300
WEB ADDRESS : RVE.COM
· Excellence Innovation Service·
NJ PROFESSIONAL ENGINEER LIC. No. 37672
ALAN B. DITTENHOFER
DATE:
N o.
C H
K R
EV
IS
IO
N
D
AT
E
BY
ST
AF
FO
R
D T
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N
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FI
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AN
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W
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EP
LA
C
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EN
T
SHEET No. :
CHECKED BY :DRAWN BY : DESIGN BY :
JOB No. :
DATE :
SCALE :
BK PH / TD PH AS SHOWN
9 / 2025
1531 - T - 026
PLAN LOCATION MAP
JONATHAN DRIVE
PLAN: 59+50 - 64+85
M
ATC
H
LIN
E STA. 59+50, SH
T. 10
GREGG DRIVE
PROFILE: 18+95 - 24+00
.7
.6
.8
.3
.7
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.2
.1
.9
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SURVEY NOTES & REFERENCES:
30 0 30 60
SCALE IN FEET
(1" = 30
GRAPHIC SCALE
Z:
\S ha re d\ Pr oj ec ts P
O C
\N J\
- O ce an \1
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/1 4/
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ALL DOCUMENTS PREPARED BY REMINGTON & VERNICK
ENGINEERS AND AF FILIATES 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 PROJE CT. ANY R EUSE 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 .
(732) 286-9220, FAX (732) 505-8416
9 ALLEN STREET
TOMS RIVER, NJ 08753
REMINGTON
& VERNICK
ENGINEERS
Certification of Authorization: 24 GA 28003300
WEB ADDRESS : RVE.COM
· Excellence Innovation Service·
NJ PROFESSIONAL ENGINEER LIC. No. 37672
ALAN B. DITTENHOFER
DATE:
N o.
C H
K R
EV
IS
IO
N
D
AT
E
BY
ST
AF
FO
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W
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LA
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SHEET No. :
CHECKED BY :DRAWN BY : DESIGN BY :
JOB No. :
DATE :
SCALE :
BK PH / TD PH AS SHOWN
9 / 2025
1531 - T - 026
PLAN LOCATION MAP
GREGG DRIVE
PLAN: 18+95 - 24+00
M
ATC
H
LIN
E STA. 24+00, SH
T. 13
GREGG DRIVE
PROFILE: 24+00 - 29+50
.5
.5
.6
.7
.6
.5
.4
.2
.9
.8
.8
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SURVEY NOTES & REFERENCES:
30 0 30 60
SCALE IN FEET
(1" = 30
GRAPHIC SCALE
Z:
\S ha re d\ Pr oj ec ts P
O C
\N J\
- O ce an \1
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AM
ALL DOCUMENTS PREPARED BY REMINGTON & VERNICK
ENGINEERS AND AF FILIATES 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 PROJE CT. ANY R EUSE 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 .
(732) 286-9220, FAX (732) 505-8416
9 ALLEN STREET
TOMS RIVER, NJ 08753
REMINGTON
& VERNICK
ENGINEERS
Certification of Authorization: 24 GA 28003300
WEB ADDRESS : RVE.COM
· Excellence Innovation Service·
NJ PROFESSIONAL ENGINEER LIC. No. 37672
ALAN B. DITTENHOFER
DATE:
N o.
C H
K R
EV
IS
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N
D
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BY
ST
AF
FO
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W
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LA
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EN
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SHEET No. :
CHECKED BY :DRAWN BY : DESIGN BY :
JOB No. :
DATE :
SCALE :
BK PH / TD PH AS SHOWN
9 / 2025
1531 - T - 026
PLAN LOCATION MAP
GREGG DRIVE
PLAN: 24+00 - 29+50
M
ATC
H
LIN
E STA. 29+50, SH
T. 14
M
ATC
H
LIN
E STA. 24+00, SH
T. 12
GREGG DRIVE
PROFILE: 29+50 - 34+30
.8
.9
.9
.0
.1
.1
.2
.4
.8
.8
.8
SURVEY NOTES & REFERENCES:
30 0 30 60
SCALE IN FEET
(1" = 30
GRAPHIC SCALE
Z:
\S ha re d\ Pr oj ec ts P
O C
\N J\
- O ce an \1
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/1 4/
1:
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AM
ALL DOCUMENTS PREPARED BY REMINGTON & VERNICK
ENGINEERS AND AF FILIATES 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 PROJE CT. ANY R EUSE 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 .
(732) 286-9220, FAX (732) 505-8416
9 ALLEN STREET
TOMS RIVER, NJ 08753
REMINGTON
& VERNICK
ENGINEERS
Certification of Authorization: 24 GA 28003300
WEB ADDRESS : RVE.COM
· Excellence Innovation Service·
NJ PROFESSIONAL ENGINEER LIC. No. 37672
ALAN B. DITTENHOFER
DATE:
N o.
C H
K R
EV
IS
IO
N
D
AT
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BY
ST
AF
FO
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W
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LA
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EN
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SHEET No. :
CHECKED BY :DRAWN BY : DESIGN BY :
JOB No. :
DATE :
SCALE :
BK PH / TD PH AS SHOWN
9 / 2025
1531 - T - 026
PLAN LOCATION MAP
GREGG DRIVE
PLAN: 29+50 - 34+30
M
ATC
H
LIN
E STA. 29+50, SH
T. 13
MARYALICE ROAD
PROFILE: 38+95 - 44+00
.8
.9
.0
.5
.7
.8
.0
.1
.1
.0
.7
.5
SURVEY NOTES & REFERENCES:
30 0 30 60
SCALE IN FEET
(1" = 30
GRAPHIC SCALE
Z:
\S ha re d\ Pr oj ec ts P
O C
\N J\
- O ce an \1
St af fo rd
T ow ns hi p W
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/1 4/
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AM
ALL DOCUMENTS PREPARED BY REMINGTON & VERNICK
ENGINEERS AND AF FILIATES 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 PROJE CT. ANY R EUSE 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 .
(732) 286-9220, FAX (732) 505-8416
9 ALLEN STREET
TOMS RIVER, NJ 08753
REMINGTON
& VERNICK
ENGINEERS
Certification of Authorization: 24 GA 28003300
WEB ADDRESS : RVE.COM
· Excellence Innovation Service·
NJ PROFESSIONAL ENGINEER LIC. No. 37672
ALAN B. DITTENHOFER
DATE:
N o.
C H
K R
EV
IS
IO
N
D
AT
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BY
ST
AF
FO
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W
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EP
LA
C
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EN
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SHEET No. :
CHECKED BY :DRAWN BY : DESIGN BY :
JOB No. :
DATE :
SCALE :
BK PH / TD PH AS SHOWN
9 / 2025
1531 - T - 026
PLAN LOCATION MAP
MARYALICE ROAD
PLAN: 38+95 - 44+00
M
ATC
H
LIN
E STA. 44+00, SH
T. 16
MARYALICE ROAD
PROFILE: 44+00 - 50+00
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.4
.3
.3
.5
.6
.7
.0
.1
.1
.1
.1
.9
SURVEY NOTES & REFERENCES:
30 0 30 60
SCALE IN FEET
(1" = 30
GRAPHIC SCALE
Z:
\S ha re d\ Pr oj ec ts P
O C
\N J\
- O ce an \1
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/1 4/
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AM
ALL DOCUMENTS PREPARED BY REMINGTON & VERNICK
ENGINEERS AND AF FILIATES 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 PROJE CT. ANY R EUSE 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 .
(732) 286-9220, FAX (732) 505-8416
9 ALLEN STREET
TOMS RIVER, NJ 08753
REMINGTON
& VERNICK
ENGINEERS
Certification of Authorization: 24 GA 28003300
WEB ADDRESS : RVE.COM
· Excellence Innovation Service·
NJ PROFESSIONAL ENGINEER LIC. No. 37672
ALAN B. DITTENHOFER
DATE:
N o.
C H
K R
EV
IS
IO
N
D
AT
E
BY
ST
AF
FO
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N
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W
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EP
LA
C
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EN
T
SHEET No. :
CHECKED BY :DRAWN BY : DESIGN BY :
JOB No. :
DATE :
SCALE :
BK PH / TD PH AS SHOWN
9 / 2025
1531 - T - 026
PLAN LOCATION MAP
MARYALICE ROAD
PLAN: 44+00 - 50+00
M
ATC
H
LIN
E STA. 50+00, SH
T. 17
M
ATC
H
LIN
E STA. 44+00, SH
T. 15
MARYALICE ROAD
PROFILE: 50+00 - 54+95
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.7
.6
.4
.2
.1
.0
.8
.8
.3
.1
SURVEY NOTES & REFERENCES:
30 0 30 60
SCALE IN FEET
(1" = 30
GRAPHIC SCALE
Z:
\S ha re d\ Pr oj ec ts P
O C
\N J\
- O ce an \1
St af fo rd
T ow ns hi p W
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/1 4/
1:
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AM
ALL DOCUMENTS PREPARED BY REMINGTON & VERNICK
ENGINEERS AND AF FILIATES 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 PROJE CT. ANY R EUSE 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 .
(732) 286-9220, FAX (732) 505-8416
9 ALLEN STREET
TOMS RIVER, NJ 08753
REMINGTON
& VERNICK
ENGINEERS
Certification of Authorization: 24 GA 28003300
WEB ADDRESS : RVE.COM
· Excellence Innovation Service·
NJ PROFESSIONAL ENGINEER LIC. No. 37672
ALAN B. DITTENHOFER
DATE:
N o.
C H
K R
EV
IS
IO
N
D
AT
E
BY
ST
AF
FO
R
D T
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N
SH
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FI
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W
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EP
LA
C
EM
EN
T
SHEET No. :
CHECKED BY :DRAWN BY : DESIGN BY :
JOB No. :
DATE :
SCALE :
BK PH / TD PH AS SHOWN
9 / 2025
1531 - T - 026
PLAN LOCATION MAP
MARYALICE ROAD
PLAN: 50+00 - 54+95
M
ATC
H
LIN
E STA. 50+00, SH
T. 16
MILL CREEK ROAD
PROFILE: 245+00 - 251+00
.8
.3
.1
.7
.9
.9
.9
.9
.5
.6
.9
.2
.5
SURVEY NOTES & REFERENCES:
30 0 30 60
SCALE IN FEET
(1" = 30
GRAPHIC SCALE
Z:
\S ha re d\ Pr oj ec ts P
O C
\N J\
- O ce an \1
St af fo rd
T ow ns hi p W
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ALL DOCUMENTS PREPARED BY REMINGTON & VERNICK
ENGIN EERS AN D AFFILIAT ES ARE INST RUMENTS 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
O R ON ANY O THER P ROJECT . A NY REU SE 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 .
(732) 286-9220, FAX (732) 505-8416
9 ALLEN STREET
TOMS RIVER, NJ 08753
REMINGTON
& VERNICK
ENGINEERS
Certification of Authorization: 24 GA 28003300
WEB ADDRESS : RVE.COM
· Excellence Innovation Service·
NJ PROFESSIONAL ENGINEER LIC. No. 37672
ALAN B. DITTENHOFER
DATE:
N o.
C H
K R
EV
IS
IO
N
D
AT
E
BY
ST
AF
FO
R
D T
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N
SH
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W
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LA
C
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EN
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SHEET No. :
CHECKED BY :DRAWN BY : DESIGN BY :
JOB No. :
DATE :
SCALE :
BK PH / TD PH AS SHOWN
9 / 2025
1531 - T - 026
PLAN LOCATION MAP
RESTORATION NOTES:
MILL CREEK ROAD
PLAN: 245+50 - 253+00
BUDD DRIVE
PROFILE: 8+90 - 13+50
.4
.2
.9
.5
.1
.9
.8
.6
.4
.4
.8
SURVEY NOTES & REFERENCES:
30 0 30 60
SCALE IN FEET
(1" = 30
GRAPHIC SCALE
Z:
\S ha re d\ Pr oj ec ts P
O C
\N J\
- O ce an \1
St af fo rd
T ow ns hi p W
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/1 4/
1:
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AM
ALL DOCUMENTS PREPARED BY REMINGTON & VERNICK
ENGINEERS AND AF FILIATES 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 PROJE CT. ANY R EUSE 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 .
(732) 286-9220, FAX (732) 505-8416
9 ALLEN STREET
TOMS RIVER, NJ 08753
REMINGTON
& VERNICK
ENGINEERS
Certification of Authorization: 24 GA 28003300
WEB ADDRESS : RVE.COM
· Excellence Innovation Service·
NJ PROFESSIONAL ENGINEER LIC. No. 37672
ALAN B. DITTENHOFER
DATE:
N o.
C H
K R
EV
IS
IO
N
D
AT
E
BY
ST
AF
FO
R
D T
O W
N
SH
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ST
AF
FO
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D P
LA
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BU
D D
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PH
AS
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FI
N
AL
S
AN
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SE
W
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R
EP
LA
C
EM
EN
T
SHEET No. :
CHECKED BY :DRAWN BY : DESIGN BY :
JOB No. :
DATE :
SCALE :
BK PH / TD PH AS SHOWN
9 / 2025
1531 - T - 026
PLAN LOCATION MAP
BUDD DRIVE
PLAN: 8+90 - 13+50
M
ATC
H
LIN
E STA. 13+50, SH
T. 20
BUDD DRIVE
PROFILE: 13+50 - 18+00
.8
.0
.4
.7
.9
.8
.8
.7
.3
.9
SURVEY NOTES & REFERENCES:
30 0 30 60
SCALE IN FEET
(1" = 30
GRAPHIC SCALE
Z:
\S ha re d\ Pr oj ec ts P
O C
\N J\
- O ce an \1
St af fo rd
T ow ns hi p W
&S \1
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BH
W
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6-
PL
AN
S.
dw g
/1 4/
1:
:3
AM
ALL DOCUMENTS PREPARED BY REMINGTON & VERNICK
ENGINEERS AND AF FILIATES 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 PROJE CT. ANY R EUSE 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 .
(732) 286-9220, FAX (732) 505-8416
9 ALLEN STREET
TOMS RIVER, NJ 08753
REMINGTON
& VERNICK
ENGINEERS
Certification of Authorization: 24 GA 28003300
WEB ADDRESS : RVE.COM
· Excellence Innovation Service·
NJ PROFESSIONAL ENGINEER LIC. No. 37672
ALAN B. DITTENHOFER
DATE:
N o.
C H
K R
EV
IS
IO
N
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AT
E
BY
ST
AF
FO
R
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N
SH
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ST
AF
FO
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N
EA
N C
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ER
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PR
O
PO
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D P
LA
N
A N
D P
R O
FI
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BU
D D
D R
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BE
AC
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AV
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W
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PH
AS
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FI
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AL
S
AN
IT
AR
Y
SE
W
ER
R
EP
LA
C
EM
EN
T
SHEET No. :
CHECKED BY :DRAWN BY : DESIGN BY :
JOB No. :
DATE :
SCALE :
BK PH / TD PH AS SHOWN
9 / 2025
1531 - T - 026
PLAN LOCATION MAP
BUDD DRIVE
PLAN: 13+50 - 18+00
M
ATC
H
LIN
E STA. 13+50, SH
T. 19
MANHOLE STEP DETAIL
ASTM
C
AM
ER
IC
AN
S
TE
P C
O . I
N C
M L
-1
4 DIAMETER STANDARD MANHOLE DETAIL ̀
CONNECTION TO EXISTING MANHOLE
SEWER
CLEANOUT BOX DETAIL
TYPICAL INTERNAL DROP CONNECTION DETAIL
5 DIAMETER STANDARD MANHOLE DETAIL ̀
MANHOLE FRAME AND COVER DETAIL
FLOW-SEAL
DETAIL
MANHOLE CHUTE
Z:
\S ha re d\ Pr oj ec ts P
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\N J\
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W
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6-
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C .d w g
/1
4/
1:
:3
AM
ALL DOCUMENTS PREPARED BY REMINGTON & VERNICK
ENGINEERS AND AF FILIATES 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 PROJE CT. ANY R EUSE 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 .
(732) 286-9220, FAX (732) 505-8416
9 ALLEN STREET
TOMS RIVER, NJ 08753
REMINGTON
& VERNICK
ENGINEERS
Certification of Authorization: 24 GA 28003300
WEB ADDRESS : RVE.COM
· Excellence Innovation Service·
NJ PROFESSIONAL ENGINEER LIC. No. 37672
ALAN B. DITTENHOFER
DATE:
N o.
C H
K R
EV
IS
IO
N
D
AT
E
BY
ST
AF
FO
R
D T
O W
N
SH
IP
ST
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FO
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EA
N C
O U
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TI
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D
ET
AI
LS
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AC
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AV
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W
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PH
AS
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FI
N
AL
S
AN
IT
AR
Y
SE
W
ER
R
EP
LA
C
EM
EN
T
SHEET No. :
CHECKED BY :DRAWN BY : DESIGN BY :
JOB No. :
DATE :
SCALE :
BK PH / TD PH AS SHOWN
FOR SEWER MAIN AND LATERAL TRANSITION
STRONGBACK FERNCO COUPLING SLEEVE
CONCRETE CRADLE DETAIL
DEEP SERVICE CONNECTION
TYPICAL 4" SERVICE CONNECTION
P.V.C. PIPE TRENCH DETAIL
SEWER MAIN TRENCH RESTORATION
MAXIMUM PAYMENT TRENCH WIDTH
TEMPORARY SEWER SERVICE
LATERAL TRENCH RESTORATION
TEMPORARY TRENCH PAVEMENT RESTORATION
Z:
\S ha re d\ Pr oj ec ts P
O C
\N J\
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T ow ns hi p W
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W
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6-
M
IS
C .d w g
/1
4/
1:
:3
AM
ALL DOCUMENTS PREPARED BY REMINGTON & VERNICK
ENGINEERS AND AF FILIATES 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 PROJE CT. ANY R EUSE 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 .
(732) 286-9220, FAX (732) 505-8416
9 ALLEN STREET
TOMS RIVER, NJ 08753
REMINGTON
& VERNICK
ENGINEERS
Certification of Authorization: 24 GA 28003300
WEB ADDRESS : RVE.COM
· Excellence Innovation Service·
NJ PROFESSIONAL ENGINEER LIC. No. 37672
ALAN B. DITTENHOFER
DATE:
N o.
C H
K R
EV
IS
IO
N
D
AT
E
BY
ST
AF
FO
R
D T
O W
N
SH
IP
ST
AF
FO
R
D T
O W
N
EA
N C
O U
J
ER
SE
Y
C O
N
ST
R U
C
TI
O N
D
ET
AI
LS
BE
AC
H H
AV
EN
W
ES
T
PH
AS
E
FI
N
AL
S
AN
IT
AR
Y
SE
W
ER
R
EP
LA
C
EM
EN
T
SHEET No. :
CHECKED BY :DRAWN BY : DESIGN BY :
JOB No. :
DATE :
SCALE :
BK PH / TD PH AS SHOWN
9 / 2025
MANHOLE SUPPORT DETAIL
TYPE "B" INLET CURB PIECE AND
GRATE REPLACEMENT DETAIL
TYPE "A
INLET WITH BICYCLE SAFE GRATE DETAIL
TYPICAL SECTION - ROAD LEVELING & OVERLAY
TYPICAL SECTION - FULL ROAD RECONSTRUCTION
INTERSECTING STREET MILLING DETAIL
TYPICAL SECTION - MILLING 0" TO 2"
TYPE "B" INLET WITH BICYCLE SAFE GRATE
AND TYPE "N" ECO HEAD PIECE DETAIL
Z:
\S ha re d\ Pr oj ec ts P
O C
\N J\
- O ce an \1
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6-
M
IS
C .d w g
/1
4/
1:
:3
AM
ALL DOCUMENTS PREPARED BY REMINGTON & VERNICK
ENGINEERS AND AF FILIATES 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 PROJE CT. ANY R EUSE 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 .
(732) 286-9220, FAX (732) 505-8416
9 ALLEN STREET
TOMS RIVER, NJ 08753
REMINGTON
& VERNICK
ENGINEERS
Certification of Authorization: 24 GA 28003300
WEB ADDRESS : RVE.COM
· Excellence Innovation Service·
NJ PROFESSIONAL ENGINEER LIC. No. 37672
ALAN B. DITTENHOFER
DATE:
N o.
C H
K R
EV
IS
IO
N
D
AT
E
BY
ST
AF
FO
R
D T
O W
N
SH
IP
ST
AF
FO
R
D T
O W
N
EA
N C
O U
J
ER
SE
Y
C O
N
ST
R U
C
TI
O N
D
ET
AI
LS
BE
AC
H H
AV
EN
W
ES
T
PH
AS
E
FI
N
AL
S
AN
IT
AR
Y
SE
W
ER
R
EP
LA
C
EM
EN
T
STORM MANHOLE DETAIL
SHEET No. :
CHECKED BY :DRAWN BY : DESIGN BY :
JOB No. :
DATE :
SCALE :
BK PH / TD PH AS SHOWN
9 / 2025
1531 - T - 026
TRENCH DETAIL D.I. PIPE
VALVE BOX RESET DETAIL
CONCRETE SIDEWALK DETAIL
BELGIAN BLOCK CURB DETAIL
STONE / GRAVEL DRIVEWAY, 6" THICK
DRIVEWAY RESTORATION
AND PAVEMENT RESTORATION
6"18" CONCRETE VERTICAL CURB─
PAVER DRIVEWAY RESTORATION
CONCRETE DRIVEWAY, REINFORCED, 6" THICK
DRIVEWAY RESTORATION
HOT MIX ASPHALT DRIVEWAY, 2" THICK
DRIVEWAY RESTORATION
Z:
\S ha re d\ Pr oj ec ts P
O C
\N J\
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W
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D \0
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TB
D \1
1T
6-
M
IS
C .d w g
/1
4/
1:
:3
AM
ALL DOCUMENTS PREPARED BY REMINGTON & VERNICK
ENGINEERS AND AF FILIATES 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 PROJE CT. ANY R EUSE 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 .
(732) 286-9220, FAX (732) 505-8416
9 ALLEN STREET
TOMS RIVER, NJ 08753
REMINGTON
& VERNICK
ENGINEERS
Certification of Authorization: 24 GA 28003300
WEB ADDRESS : RVE.COM
· Excellence Innovation Service·
NJ PROFESSIONAL ENGINEER LIC. No. 37672
ALAN B. DITTENHOFER
DATE:
N o.
C H
K R
EV
IS
IO
N
D
AT
E
BY
ST
AF
FO
R
D T
O W
N
SH
IP
ST
AF
FO
R
D T
O W
N
EA
N C
O U
J
ER
SE
Y
C O
N
ST
R U
C
TI
O N
D
ET
AI
LS
BE
AC
H H
AV
EN
W
ES
T
PH
AS
E
FI
N
AL
S
AN
IT
AR
Y
SE
W
ER
R
EP
LA
C
EM
EN
T
SHEET No. :
CHECKED BY :DRAWN BY : DESIGN BY :
JOB No. :
DATE :
SCALE :
BK PH / TD PH AS SHOWN
9 / 2025
1531 - T - 026
WATER MAIN CONNECTION DETAIL
LOOPING WATER MAIN DETAIL
TYPICAL GATE VALVE DETAIL
CORPORATION STOP DETAIL
TYPICAL WATER SERVICE HOUSE CONNECTION
INSTALLATION TO VACANT LOTS
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O C
\N J\
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W
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AD
D \0
2_
TB
D \1
1T
6-
M
IS
C .d w g
/1
4/
1:
:3
AM
ALL DOCUMENTS PREPARED BY REMINGTON & VERNICK
ENGINEERS AND AF FILIATES 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 PROJE CT. ANY R EUSE 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 .
(732) 286-9220, FAX (732) 505-8416
9 ALLEN STREET
TOMS RIVER, NJ 08753
REMINGTON
& VERNICK
ENGINEERS
Certification of Authorization: 24 GA 28003300
WEB ADDRESS : RVE.COM
· Excellence Innovation Service·
NJ PROFESSIONAL ENGINEER LIC. No. 37672
ALAN B. DITTENHOFER
DATE:
N o.
C H
K R
EV
IS
IO
N
D
AT
E
BY
ST
AF
FO
R
D T
O W
N
SH
IP
ST
AF
FO
R
D T
O W
N
EA
N C
O U
J
ER
SE
Y
C O
N
ST
R U
C
TI
O N
D
ET
AI
LS
BE
AC
H H
AV
EN
W
ES
T
PH
AS
E
FI
N
AL
S
AN
IT
AR
Y
SE
W
ER
R
EP
LA
C
EM
EN
T
SHEET No. :
CHECKED BY :DRAWN BY : DESIGN BY :
JOB No. :
DATE :
SCALE :
BK PH / TD PH AS SHOWN
9 / 2025
1531 - T - 026
CONCRETE CRADLE DETAIL HORIZONTAL BENDS AND VERTICAL UPWARD BENDS
THRUST BLOCKS
VERTICAL DOWNWARD BENDS
THRUST BLOCKS
WATER MAIN TRENCH DETAIL
RESTRAINING LENGTH SCHEDULE SCHEDULE OF TIE RODS
CONCRETE STRENGTH REQUIREMENTS
TEMPORARY WATER SERVICE
TRENCH PAVEMENT RESTORATION
(WHEN MOLE BORING DEVICE IS NOT POSSIBLE)
(TOWNSHIP ROADS)
TEMPORARY WATER MAIN
TRENCH PAVEMENT RESTORATION
(TOWNSHIP ROADS)
CONCRETE ENCASEMENT DETAIL
Z:
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O C
\N J\
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P ro po se d Sa ni ta ry L ay ou t ( 2)
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ALL DOCUMENTS PREPARED BY REMINGTON & VERNICK
ENGIN EERS AN D AFFILIAT ES ARE INST RUMENTS 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
O R ON ANY O THER P ROJECT . A NY REU SE 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 .
(732) 286-9220, FAX (732) 505-8416
9 ALLEN STREET
TOMS RIVER, NJ 08753
REMINGTON
& VERNICK
ENGINEERS
Certification of Authorization: 24 GA 28003300
WEB ADDRESS : RVE.COM
· Excellence Innovation Service·
NJ PROFESSIONAL ENGINEER LIC. No. 37672
ALAN B. DITTENHOFER
DATE:
N o.
C H
K R
EV
IS
IO
N
D
AT
E
BY
ST
AF
FO
R
D T
O W
N
SH
IP
ST
AF
FO
R
D T
O W
N
EA
N C
O U
J
ER
SE
Y
SO
IL
E R
O
SI
O N
A N
D S
ED
IM
EN
T
C O
N
TR
O L
PL
AN
BE
AC
H H
AV
EN
W
ES
T
PH
AS
E
FI
N
AL
S
AN
IT
AR
Y
SE
W
ER
R
EP
LA
C
EM
EN
T
SHEET No. :
CHECKED BY :DRAWN BY : DESIGN BY :
JOB No. :
DATE :
SCALE :
BK PH / TD PH AS SHOWN
9 / 2025
1531 - T - 026
PLAN LOCATION MAP
MILL CREEK ROAD
PLAN: 158+25 - 165+50
M
ATC
H
LIN
E STA. 165+50, BELO
W
MILL CREEK ROAD
PLAN: 165+50 - 172+50
M
ATC
H
LIN
E STA. 165+50, ABO
VE
M
ATC
H
LIN
E STA. 172+50, SH
T. 27
S.E.S.C. LEGEND:
WETLANDS NOTE:
S.E.S.C. NOTES:
PROPOSED LIMIT OF
DISTURBANCE
(TOTAL THIS SHEET)
29,060 S.F. (0.667 AC.)
30 0 30 60
SCALE IN FEET
(1" = 30
GRAPHIC SCALE
Z:
\S ha re d\ Pr oj ec ts P
O C
\N J\
- O ce an \1
St af fo rd
T ow ns hi p W
&S \1
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BH
W
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W
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8\
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