⠀刀䔀䘀䔀刀䔀一䌀䔀 伀一䰀夀尩ELECTRICAL DETAILS
Transcript of ⠀刀䔀䘀䔀刀䔀一䌀䔀 伀一䰀夀尩ELECTRICAL DETAILS
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
INLET TYPE B
INLET TYPE E
AREA DRAIN
LIGHTS
CONCRETE MONUMENT
PK / MAG NAIL
STAKE
HUB
PIN W/ CAPIRON 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
SPIKEDRILL HOLE
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
TYPICAL SECTION ARROW
MATCH LINE
BENCHMARK LOCATION
PHOTO 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
BBQ GRILL
WATER FOUNTAIN
KIOSK
AIR CONDITIONER
PARKING METER
FIRE CONTROL VALVE
BARRICADE
APR. APRONE.B., W.B.,N.B., S.B.
EASTBOUND, WESTBOUND,NORTHBOUND, SOUTHBOUND PC POINT OF CURVATURE S.H.D.
STATE HIGHWAYDEPARTMENT
BL BASELINE G GUTTER PI POINT OF INFLECTION SHLD. SHOULDERBM BENCH MARK GR GRATE PT POINT OF TANGENCY STY. STORYBIT. BITUMINOUS HW HEADWALL PK PARKER KAYLON MASONRY NAIL T.B.A. TO BE ABANDONEDBLDG. BUILDING H.D.P.E. HIGH DENSITY POLYETHYLENE PIPEPROP.PROPOSED T.B.R. TO BE REMOVEDCL CENTERLINE INV. INVERT P.V.C. POLYVINYL CHLORIDE PIPE TC TOP OF CURBC.I.P. CAST IRON PIPE IP IRON PIN PVC POINT OF VERTICAL CURVATURE TEL TELEPHONECONC.CONCRETE J.B. JUNCTION BOX PVI POINT OF VERTICAL INTERSECTIONTEMP.TEMPORARYC.M.P. CORRUGATED METAL PIPEL.S.T. LANDSCAPE TIE PVT POINT OF VERTICAL TANGENCY TYP. TYPICALCULV. CULVERT L.O.M. LIMIT OF MILLING R RADIUS U.D. UNDERDRAIND.C. DEPRESSED CURB L.O.P. LIMIT OF PAVING R.C.P. REINFORCED CONCRETE PIPE U.P. UTILITY POLEDH DRILL HOLE MB MAILBOX RMC RIGID METALLIC OCNDUIT VAR. VARIESDIA. DIAMETER MAX. MAXIMUM R.O.W.RIGHT OF WAY WM WATER METERDWY DRIVEWAY MIN. MINIMUM R.R. RAILROADD.I.P. DUCTILE IRON PIPE NO. NUMBER RTE. ROUTEEL. ELEVATION N.T.S. NOT TO SCALE SAN. SANITARYEX. EXISTING PERF. PERFORATED SWK. SIDEWALK
GRASS/SOD
LEG
END
& N
OTE
S
WEB SITE ADDRESS : WWW.RVE.COM(856) 795-9595, FAX (856) 795-1882
Certification of Authorization: 24 GA 28003300
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~ENGINEERING EXCELLENCE~
REMINGTON & VERNICKENGINEERS
ALL DOCUMENTS PREPARED BY REMINGTON & VERNICKENGINEERS AND AFFILIATES ARE INSTRUMENTS OFSERVICE IN RESPECT OF THE PROJECT. THEY ARE NOTINTENDED OR REPRESENTED TO BE SUITABLE FOR REUSEBY OWNER OR OTHERS ON EXTENSIONS OF THE PROJECTOR ON ANY OTHER PROJECT. ANY REUSE WITHOUTWRITTEN VERIFICATION OR ADAPTATION BY REMINGTON &VERNICK ENGINEERS AND AFFILIATES FOR THE SPECIFICPURPOSE INTENDED WILL BE AT OWNERS SOLE RISK ANDWITHOUT LIABILITY OR LEGAL EXPOSURE TO REMINGTON& VERNICK ENGINEERS AND AFFILIATES; AND OWNERSHALL INDEMNIFY AND HOLD HARMLESS REMINGTON &VERNICK ENGINEERS AND AFFILIATES FROM ALL CLAIMS,DAMAGES, LOSSES AND EXPENSES ARISING OUT OF ORR E S U L T I N G T H E R E F R O M .
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JDHJDH FJS
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WEB SITE ADDRESS : WWW.RVE.COM(856) 795-9595, FAX (856) 795-1882
Certification of Authorization: 24 GA 28003300
232 KINGS HIGHWAY EASTHADDONFIELD, NJ 08033
~ENGINEERING EXCELLENCE~
REMINGTON & VERNICKENGINEERS
ALL DOCUMENTS PREPARED BY REMINGTON & VERNICKENGINEERS AND AFFILIATES ARE INSTRUMENTS OFSERVICE IN RESPECT OF THE PROJECT. THEY ARE NOTINTENDED OR REPRESENTED TO BE SUITABLE FOR REUSEBY OWNER OR OTHERS ON EXTENSIONS OF THE PROJECTOR ON ANY OTHER PROJECT. ANY REUSE WITHOUTWRITTEN VERIFICATION OR ADAPTATION BY REMINGTON &VERNICK ENGINEERS AND AFFILIATES FOR THE SPECIFICPURPOSE INTENDED WILL BE AT OWNERS SOLE RISK ANDWITHOUT LIABILITY OR LEGAL EXPOSURE TO REMINGTON& VERNICK ENGINEERS AND AFFILIATES; AND OWNERSHALL INDEMNIFY AND HOLD HARMLESS REMINGTON &VERNICK ENGINEERS AND AFFILIATES FROM ALL CLAIMS,DAMAGES, LOSSES AND EXPENSES ARISING OUT OF ORR 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 RA N E M B O S S E D S E A L A R E N O T V A L I D .
09-04-2018
MP038X049
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JOB No. :
DATE :
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NJ PROFESSIONAL LAND SURVEYOR LIC. No. 42627CHARLES E. ADAMSONDATE:
JSJS CEA
© 2020 Microsoft Corporation © 2020 Maxar ©CNES (2020) Distribution Airbus DS
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WEB SITE ADDRESS : WWW.RVE.COM(856) 795-9595, FAX (856) 795-1882
Certification of Authorization: 24 GA 28003300
232 KINGS HIGHWAY EASTHADDONFIELD, NJ 08033
~ENGINEERING EXCELLENCE~
REMINGTON & VERNICKENGINEERS
ALL DOCUMENTS PREPARED BY REMINGTON & VERNICKENGINEERS AND AFFILIATES ARE INSTRUMENTS OFSERVICE IN RESPECT OF THE PROJECT. THEY ARE NOTINTENDED OR REPRESENTED TO BE SUITABLE FOR REUSEBY OWNER OR OTHERS ON EXTENSIONS OF THE PROJECTOR ON ANY OTHER PROJECT. ANY REUSE WITHOUTWRITTEN VERIFICATION OR ADAPTATION BY REMINGTON &VERNICK ENGINEERS AND AFFILIATES FOR THE SPECIFICPURPOSE INTENDED WILL BE AT OWNERS SOLE RISK ANDWITHOUT LIABILITY OR LEGAL EXPOSURE TO REMINGTON& VERNICK ENGINEERS AND AFFILIATES; AND OWNERSHALL INDEMNIFY AND HOLD HARMLESS REMINGTON &VERNICK ENGINEERS AND AFFILIATES FROM ALL CLAIMS,DAMAGES, LOSSES AND EXPENSES ARISING OUT OF ORR 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 RA N E M B O S S E D S E A L A R E N O T V A L I D .
09-04-2018
MP038X049
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PEN
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, PEN
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NEW
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SHEET No. :
CHECKED BY :DRAWN BY : DESIGN BY :
JOB No. :
DATE :
SCALE :
NJ PROFESSIONAL ENGINEER LIC. No. 51487JESSICA D. HAUBERDATE:
JDHJDH FJS
© 2020 Microsoft Corporation © 2020 Maxar ©CNES (2020) Distribution Airbus DS
( IN FEET )
GRAPHIC SCALE0
1 inch = ft.
20 20
20
10
SITE
PLA
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C-3
WEB SITE ADDRESS : WWW.RVE.COM(856) 795-9595, FAX (856) 795-1882
Certification of Authorization: 24 GA 28003300
232 KINGS HIGHWAY EASTHADDONFIELD, NJ 08033
~ENGINEERING EXCELLENCE~
REMINGTON & VERNICKENGINEERS
ALL DOCUMENTS PREPARED BY REMINGTON & VERNICKENGINEERS AND AFFILIATES ARE INSTRUMENTS OFSERVICE IN RESPECT OF THE PROJECT. THEY ARE NOTINTENDED OR REPRESENTED TO BE SUITABLE FOR REUSEBY OWNER OR OTHERS ON EXTENSIONS OF THE PROJECTOR ON ANY OTHER PROJECT. ANY REUSE WITHOUTWRITTEN VERIFICATION OR ADAPTATION BY REMINGTON &VERNICK ENGINEERS AND AFFILIATES FOR THE SPECIFICPURPOSE INTENDED WILL BE AT OWNERS SOLE RISK ANDWITHOUT LIABILITY OR LEGAL EXPOSURE TO REMINGTON& VERNICK ENGINEERS AND AFFILIATES; AND OWNERSHALL INDEMNIFY AND HOLD HARMLESS REMINGTON &VERNICK ENGINEERS AND AFFILIATES FROM ALL CLAIMS,DAMAGES, LOSSES AND EXPENSES ARISING OUT OF ORR 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 RA N E M B O S S E D S E A L A R E N O T V A L I D .
09-04-2018
MP038X049
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SHEET No. :
CHECKED BY :DRAWN BY : DESIGN BY :
JOB No. :
DATE :
SCALE :
NJ PROFESSIONAL ENGINEER LIC. No. 51487JESSICA D. HAUBERDATE:
JDHJDH FJS
© 2020 Microsoft Corporation © 2020 Maxar ©CNES (2020) Distribution Airbus DS
( IN FEET )
GRAPHIC SCALE0
1 inch = ft.
20 20
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GR
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WEB SITE ADDRESS : WWW.RVE.COM(856) 795-9595, FAX (856) 795-1882
Certification of Authorization: 24 GA 28003300
232 KINGS HIGHWAY EASTHADDONFIELD, NJ 08033
~ENGINEERING EXCELLENCE~
REMINGTON & VERNICKENGINEERS
ALL DOCUMENTS PREPARED BY REMINGTON & VERNICKENGINEERS AND AFFILIATES ARE INSTRUMENTS OFSERVICE IN RESPECT OF THE PROJECT. THEY ARE NOTINTENDED OR REPRESENTED TO BE SUITABLE FOR REUSEBY OWNER OR OTHERS ON EXTENSIONS OF THE PROJECTOR ON ANY OTHER PROJECT. ANY REUSE WITHOUTWRITTEN VERIFICATION OR ADAPTATION BY REMINGTON &VERNICK ENGINEERS AND AFFILIATES FOR THE SPECIFICPURPOSE INTENDED WILL BE AT OWNERS SOLE RISK ANDWITHOUT LIABILITY OR LEGAL EXPOSURE TO REMINGTON& VERNICK ENGINEERS AND AFFILIATES; AND OWNERSHALL INDEMNIFY AND HOLD HARMLESS REMINGTON &VERNICK ENGINEERS AND AFFILIATES FROM ALL CLAIMS,DAMAGES, LOSSES AND EXPENSES ARISING OUT OF ORR 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 RA N E M B O S S E D S E A L A R E N O T V A L I D .
09-04-2018
MP038X049
AS NOTED
PEN
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5526
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A AV
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, PEN
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KEN,
NEW
JER
SEY
0810
9
SHEET No. :
CHECKED BY :DRAWN BY : DESIGN BY :
JOB No. :
DATE :
SCALE :
NJ PROFESSIONAL ENGINEER LIC. No. 51487JESSICA D. HAUBERDATE:
JDHJDH FJS
© 2020 Microsoft Corporation © 2020 Maxar ©CNES (2020) Distribution Airbus DS
( IN FEET )
GRAPHIC SCALE0
1 inch = ft.
20 20
20
10
SOIL
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WEB SITE ADDRESS : WWW.RVE.COM(856) 795-9595, FAX (856) 795-1882
Certification of Authorization: 24 GA 28003300
232 KINGS HIGHWAY EASTHADDONFIELD, NJ 08033
~ENGINEERING EXCELLENCE~
REMINGTON & VERNICKENGINEERS
ALL DOCUMENTS PREPARED BY REMINGTON & VERNICKENGINEERS AND AFFILIATES ARE INSTRUMENTS OFSERVICE IN RESPECT OF THE PROJECT. THEY ARE NOTINTENDED OR REPRESENTED TO BE SUITABLE FOR REUSEBY OWNER OR OTHERS ON EXTENSIONS OF THE PROJECTOR ON ANY OTHER PROJECT. ANY REUSE WITHOUTWRITTEN VERIFICATION OR ADAPTATION BY REMINGTON &VERNICK ENGINEERS AND AFFILIATES FOR THE SPECIFICPURPOSE INTENDED WILL BE AT OWNERS SOLE RISK ANDWITHOUT LIABILITY OR LEGAL EXPOSURE TO REMINGTON& VERNICK ENGINEERS AND AFFILIATES; AND OWNERSHALL INDEMNIFY AND HOLD HARMLESS REMINGTON &VERNICK ENGINEERS AND AFFILIATES FROM ALL CLAIMS,DAMAGES, LOSSES AND EXPENSES ARISING OUT OF ORR 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 RA N E M B O S S E D S E A L A R E N O T V A L I D .
09-04-2018
MP038X049
AS NOTED
PEN
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SHEET No. :
CHECKED BY :DRAWN BY : DESIGN BY :
JOB No. :
DATE :
SCALE :
NJ PROFESSIONAL ENGINEER LIC. No. 51487JESSICA D. HAUBERDATE:
JDHJDH FJS
C-6
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WEB SITE ADDRESS : WWW.RVE.COM(856) 795-9595, FAX (856) 795-1882
Certification of Authorization: 24 GA 28003300
232 KINGS HIGHWAY EASTHADDONFIELD, NJ 08033
~ENGINEERING EXCELLENCE~
REMINGTON & VERNICKENGINEERS
ALL DOCUMENTS PREPARED BY REMINGTON & VERNICKENGINEERS AND AFFILIATES ARE INSTRUMENTS OFSERVICE IN RESPECT OF THE PROJECT. THEY ARE NOTINTENDED OR REPRESENTED TO BE SUITABLE FOR REUSEBY OWNER OR OTHERS ON EXTENSIONS OF THE PROJECTOR ON ANY OTHER PROJECT. ANY REUSE WITHOUTWRITTEN VERIFICATION OR ADAPTATION BY REMINGTON &VERNICK ENGINEERS AND AFFILIATES FOR THE SPECIFICPURPOSE INTENDED WILL BE AT OWNERS SOLE RISK ANDWITHOUT LIABILITY OR LEGAL EXPOSURE TO REMINGTON& VERNICK ENGINEERS AND AFFILIATES; AND OWNERSHALL INDEMNIFY AND HOLD HARMLESS REMINGTON &VERNICK ENGINEERS AND AFFILIATES FROM ALL CLAIMS,DAMAGES, LOSSES AND EXPENSES ARISING OUT OF ORR 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 RA N E M B O S S E D S E A L A R E N O T V A L I D .
09-04-2018
MP038X049
AS NOTED
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SHEET No. :
CHECKED BY :DRAWN BY : DESIGN BY :
JOB No. :
DATE :
SCALE :
NJ PROFESSIONAL ENGINEER LIC. No. 51487JESSICA D. HAUBERDATE:
JDHJDH FJS
ELEVATION VIEW CAPS
6.5"
3"
5"INSIDE
95"STIFFENER LENGTH
117"
APP
ROXI
MATE
POS
T HE
IGHT
POST CENTERS96" MAX.
99"
MIN.
TOP
OF
POST
TO
GROU
ND LE
VEL
18"
24"
HOLE
DEP
TH
12"HOLE DIAMETER
CUT EXCESS LENGTHIF NECESSARY
CONCRETE FOOTING DIAMETER 12" MIN.AND 24" DEEP MIN.
GROUND LEVEL GROUND LEVEL
1.5"x1.5" 18 GAUGE GALVANIZEDSTEEL STIFFENER ASTM A513
POST5" X 5"
GENERAL NOTES:
MADE WITH LINEAR LOW DENSITYPOLYETHYLENE PLASTIC (LLDPE).
GATE SIZE4' SINGLE 6'H x 4'W GATE6' SINGLE 6'H x 6'W GATE8' DOUBLE 6'H x 4'W GATE
10' ONE 6' GATE & ONE 4' GATE12' DOUBLE 6'D x 6'W GATE
POST SPACING50.5"73.5"
100.5"123.5"146.5"
- 8' OPENING - DOUBLE 6' HIGH x 4' WIDE GATE- 10' OPENING - ONE 6' WIDE & ONE 4' WIDE GATE (ABOVE)- 12' OPENING - DOUBLE 6' HIGH x 6' WIDE GATE
DOUBLE GATES
INSIDE-TO-INSIDEPOST SPACING
END POST(THE LATCH IS ATTACHED
TO THIS POST)
GATE POST(HINGES ARE ATTACHED
TO THIS POST)
POST SPACING CHART
3.5"
3.2"
Ø 0.5
"
0.75" HEX NUT
0.5"-13 THREAD STAINLESS STEEL
2"
3.25"
Ø 0.5"2.7"
9"
6"2"
2"4"
Ø 0.75"
6"
1.5"
1.75"
2.75"
3"
34"
8"
4" M
IN.
8" MAX.
THE UPPER BRACKET DOES NOT HAVE ANOTCH AND MUST BE USED AS THEUPPER BRACKET. SPACING BETWEENTHE TWO TABS WITH THE DROP RODHOLES SHOULD BE ABOUT 8 INCHES.
THE LOWER BRACKET HAS NOTCH FORROLL PIN, THIS BRACKET MUST BE USEDAS BOTTOM BRACKET. THE TAB WITH 5/8"DROP ROD HOLE MUST BE 4" FROM THEBOTTOM OF THE GATE
DESCRIPTIONSIMTEK HEAVY DUTY SPRING LOADED HINGE
MODELST-HD
COLOURBLACK
MATERIALSTAINLESS STEEL
FASTENERS2.5" SELF TAPPING SCREW (4 PER HINGE)
DESCRIPTIONSIMTEK HEAVY DUTY LATCHSIMTEK HEAVY DUTY STRICKER ROD
MODELST-LTST-LT
COLOURBLACKBLACK
MATERIALSTAINLESS STEELSTAINLESS STEEL
FASTENERS2.5 SELF TAPPING SCREW (4 PER LATCH)BUTTON HEAD SCREW (2 PER STRICKER ROD)
DESCRIPTIONSIMTEK STAINLESS STEEL DROP ROD
MODELST-DR
COLOURBLACK
MATERIALSTAINLESS STEEL
FASTENERS1.5" SELF TAPPING SCREW (10 PER DROP ROD)
- SINGLE - 6' HIGH x 6' WIDE (ABOVE)- SINGLE - 6' HIGH x 4' WIDE
SINGLE GATES
2"
POST5" X 5"
4"ST
IFFE
NER
LOCA
TION
FRO
M TO
P OF
POS
T
FENCE SUPPORT BRACKET
IN-GROUND INSTALLATION
SIDE VIEW ISOMETRIC VIEW
2"
2"
98" M
AX
111.7
5"US
ABLE
POS
T GR
OOVE
HEI
GHT
126.2
5"ST
IFFE
NER
LENG
TH
142"
5"
2"5"
MANUFACTURED WITH LINEAR LOW DENSITYPOLYETHYLENE (LLDPE) SHELLREINFORCED WITH 1/8 INCH STEELSTIFFENERENGINEERED WITH DURABLE RECYCLEDPOLYETHYLENE FOAMAPPROXIMATE WEIGHT 35LBSTOLERANCES ARE ±0.5"LINE POST CUTAWAY
-MADE WITH POLYPROPYLENE COPOLYMER PLASTIC.-TRIANGULATED SHAPE FOR IMPROVED LOAD DISTRIBUTION.-ZINC PLATED 1.5" SELF TAPPING SCREW AND ONE BRACKET INCLUDED PER GROOVE.
2"
2"
2.7"
METAL SUPPORT BRACKET
0.7"
SIDE VIEW
- MADE FROM 12 GAUGE GALVANIZED STEEL- DESIGNED TO GIVE EXTRA PANEL SUPPORT FOR 8' PANELS
2"
1 3/4" SELF-TAPPING SCREW
C-7
CO
NST
RU
CTI
ON
DET
AILS
WEB SITE ADDRESS : WWW.RVE.COM(856) 795-9595, FAX (856) 795-1882
Certification of Authorization: 24 GA 28003300
232 KINGS HIGHWAY EASTHADDONFIELD, NJ 08033
~ENGINEERING EXCELLENCE~
REMINGTON & VERNICKENGINEERS
ALL DOCUMENTS PREPARED BY REMINGTON & VERNICKENGINEERS AND AFFILIATES ARE INSTRUMENTS OFSERVICE IN RESPECT OF THE PROJECT. THEY ARE NOTINTENDED OR REPRESENTED TO BE SUITABLE FOR REUSEBY OWNER OR OTHERS ON EXTENSIONS OF THE PROJECTOR ON ANY OTHER PROJECT. ANY REUSE WITHOUTWRITTEN VERIFICATION OR ADAPTATION BY REMINGTON &VERNICK ENGINEERS AND AFFILIATES FOR THE SPECIFICPURPOSE INTENDED WILL BE AT OWNERS SOLE RISK ANDWITHOUT LIABILITY OR LEGAL EXPOSURE TO REMINGTON& VERNICK ENGINEERS AND AFFILIATES; AND OWNERSHALL INDEMNIFY AND HOLD HARMLESS REMINGTON &VERNICK ENGINEERS AND AFFILIATES FROM ALL CLAIMS,DAMAGES, LOSSES AND EXPENSES ARISING OUT OF ORR 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 RA N E M B O S S E D S E A L A R E N O T V A L I D .
09-04-2018
MP038X049
AS NOTED
PEN
NSA
UKE
N B
OAR
D O
F ED
UC
ATIO
N
PEN
NSA
UKE
N T
OW
NSH
IPC
AMD
EN C
OU
NTY
NEW
JER
SEY
ROOS
EVEL
T STE
M SC
HOOL
ADD
ITION
AND
REN
OVAT
IONS
5526
WIS
TERI
A AV
ENUE
, PEN
NSAU
KEN,
NEW
JER
SEY
0810
9
SHEET No. :
CHECKED BY :DRAWN BY : DESIGN BY :
JOB No. :
DATE :
SCALE :
NJ PROFESSIONAL ENGINEER LIC. No. 51487JESSICA D. HAUBERDATE:
JDHJDH FJS
C-8
CO
NST
RU
CTI
ON
DET
AILS
WEB SITE ADDRESS : WWW.RVE.COM(856) 795-9595, FAX (856) 795-1882
Certification of Authorization: 24 GA 28003300
232 KINGS HIGHWAY EASTHADDONFIELD, NJ 08033
~ENGINEERING EXCELLENCE~
REMINGTON & VERNICKENGINEERS
ALL DOCUMENTS PREPARED BY REMINGTON & VERNICKENGINEERS AND AFFILIATES ARE INSTRUMENTS OFSERVICE IN RESPECT OF THE PROJECT. THEY ARE NOTINTENDED OR REPRESENTED TO BE SUITABLE FOR REUSEBY OWNER OR OTHERS ON EXTENSIONS OF THE PROJECTOR ON ANY OTHER PROJECT. ANY REUSE WITHOUTWRITTEN VERIFICATION OR ADAPTATION BY REMINGTON &VERNICK ENGINEERS AND AFFILIATES FOR THE SPECIFICPURPOSE INTENDED WILL BE AT OWNERS SOLE RISK ANDWITHOUT LIABILITY OR LEGAL EXPOSURE TO REMINGTON& VERNICK ENGINEERS AND AFFILIATES; AND OWNERSHALL INDEMNIFY AND HOLD HARMLESS REMINGTON &VERNICK ENGINEERS AND AFFILIATES FROM ALL CLAIMS,DAMAGES, LOSSES AND EXPENSES ARISING OUT OF ORR 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 RA N E M B O S S E D S E A L A R E N O T V A L I D .
09-04-2018
MP038X049
AS NOTED
PEN
NSA
UKE
N B
OAR
D O
F ED
UC
ATIO
N
PEN
NSA
UKE
N T
OW
NSH
IPC
AMD
EN C
OU
NTY
NEW
JER
SEY
ROOS
EVEL
T STE
M SC
HOOL
ADD
ITION
AND
REN
OVAT
IONS
5526
WIS
TERI
A AV
ENUE
, PEN
NSAU
KEN,
NEW
JER
SEY
0810
9
SHEET No. :
CHECKED BY :DRAWN BY : DESIGN BY :
JOB No. :
DATE :
SCALE :
NJ PROFESSIONAL ENGINEER LIC. No. 51487JESSICA D. HAUBERDATE:
JDHJDH FJS