middlesex county college · garage floor elevation flag pole gas meter box guy pole g.v. gas valve...
TRANSCRIPT
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LEGEND, GENERAL NOTES AND QUANTITIES
AS NOTED
2
EXCELLENCE ♦ ECONOMY ♦ ENVIRONMENTREVISIONS
DESCRIPTION DATE:NO. BY: CHK:
CHECKED BY:
CHECKED BY:
DRAWN BY:
NEW JERSEY PROFESSIONAL ENGINEER
LICENSE NO. 24GE03619100
DAREN J. PHIL, PE PROJECT NUMBER:
SCALE:
SHEET OF
REVISION E:\
SCE
\Edi
son\
9444
Edi
son\
Dra
win
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444.
011
02 G
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Feb
28,
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2:13
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Sub
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, Inc
.
DATE:
SUBURBAN CONSULTING ENGINEERS, INC.
96 US Highway 206, Suite 101Flanders, N.J. 07836 - 973.398.1776
COA NO.: 24GA28037500
2430 Highway 34, Bldg. A Suite 1RWall, N.J. 08736 - 732.282.1776
- Civil Engineers - Municipal Engineers -- Landscape Architects -
- Planners - Environmentalists - Land Surveyors -
NOTICE
© COPYRIGHT 2018 Suburban Consulting Engineers, Inc.™
CERTIFICATE OF AUTHORIZATION NO: 24GA28037500
ALL RIGHTS RESERVED
THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS
AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE
WORK WAS CONTRACTED OR TO WHOM IT IS CERTIFIED.
THIS DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED,
DISTRIBUTED, OR RELIED UPON FOR ANY OTHER PURPOSE
WITHOUT THE WRITTEN CONSENT OF
SUBURBAN CONSULTING ENGINEERS, INC.PER N.J.A.C. ELECTRONIC SUBMISSIONS NOT CONTAINING A VALID
DIGITAL SEAL OR PAPER COPIES NOT CONTAINING A RAISED SEAL
ARE NOT ORIGINALS AND MAY HAVE BEEN ALTERED.
A
02-05-2018
02-05-2018
02-05-2018
LEGEND
SETBACK LINE
DROP CURB
DRIVEWAY LINE
EDGE OF PAVEMENT
MAILBOX
BENCHMARK
100.00
BOLLARD
B-5
BORING
CATCH BASIN
TYPE "A" INLET
TYPE "B" INLET
TYPE "E" INLET
C.O.
C.S.
CLEAN OUT
CURB STOP
CONIFEROUS TREE
DECIDUOUS TREE/BUSH
DRILL HOLE FOUND
TRAVERSE POINT
ELECTRICAL OUTLET
ELECTRIC METER
FLARED END SECTION
F.F.: 120.41
G.F.: 119.40
FINISHED FLOOR ELEVATION
GARAGE FLOOR ELEVATION
FLAG POLE
GAS METER BOX
GUY POLE
G.V.
GAS VALVE
GUY WIRE
HYDRANT
LIGHT POLE
STADIUM LIGHT POLE
MANHOLE
DRAINAGE MANHOLE
MW-3
MONITORING WELL
STONE HEAP FOUND
SET STONE FOUND
SIGN
STREET SIGN
STUMP
S.V.
SPRINKLER VALVE
TP-3
S1
W.V.
TEST PIT
TRAFFIC SIGNAL
UTILITY BOX
UTILITY POLE
WELL
WETLANDS FLAG
WATER METER BOX
WATER VALVE
"X" CUT FOUND
IRON PIN/PIPE FOUND
MONUMENT FOUND
IRON PIN AND CAP SET
MONUMENT SET
DOORWAY
FENCE SWING GATE (DOUBLE)
FENCE SWING GATE (SINGLE)
METAL FENCE
X X X X
WOOD FENCE
METAL GUARDRAIL
WOOD GUARDRAIL
RAILROAD TRACKS
SOILS LINE
STRIPING
CABLE TV LINE
CTV
ELECTRIC LINE
E
SANITARY LINE
S
STORM LINE
TELEPHONE LINE
T
WATER LINE
W
OVERHEAD WIRES
O/H W
STONE WALL
STRUCTURE
RIGHT-OF-WAY LINE
TRACT BOUNDARY LINE
ADJACENT BOUNDARY LINE
EASEMENT LINE
CURB LINE
MAJOR CONTOUR
MINOR CONTOUR
350
348
GAS LINE
G
WOODED AREA
WALL
SHOULDERS
SLOPES
HEDGES
R.C. END SECTION OR
C.M. HEADWALL
HEADWALLS & APRONS
WETLAND LIMIT LINE
(F) (C)
FO
FIBER OPTIC
ITS
INTELLIGENT TRANSPORT
SYSTEM (WIRES & CABLES)
HEADWALLS
CENTER LINE
10+
00
//
RIGHT OF WAY LINE (NO ACCESS)
TWP., CITY, COUNTY LINES
PROPERTY LINES
BASE LINE
10+00
B.L.
GAS LINE TO BE RETIRED
\ \ \ \ \ \ \
1. THE CONTRACTOR SHALL PROVIDE ALL TOOLS, TRANSPORTATION, MATERIALS, LABOR, INSURANCE AND ALL ELSE NECESSARY FOR OR
INCIDENTAL THERETO TO COMPLETE THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.
2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY MUNICIPAL, COUNTY AND STATE ROAD OPENING PERMITS AS MAY BE REQUIRED. THE
CONTRACTOR SHALL ABIDE BY CONDITIONS AND PROVISIONS OF THOSE PERMITS.
3. THE CONTRACTOR IS RESPONSIBLE TO COORDINATE WITH UTILITIES AND SHALL RESET MANHOLE FRAMES, VALVE BOXES, LIDS, ETC. AS MAY BE
NECESSARY FOR RELOCATING A UTILITY DUE TO CONFLICT OF EXISTING LOCATION WITH THE NEW PROPOSED WORK AND FOLLOW THE UTILITY'S
INSTRUCTIONS IN THIS REGARD. UTILITY CROSSINGS SHALL BE IN ACCORDANCE WITH THE RESPECTIVE UTILITY COMPANY, AND THE TOWNSHIP
OF EDISON STANDARDS.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SAFE ACCESS TO ALL BUILDINGS PARKING LOTS AND SIDEWALKS AT ALL TIMES.
5. THE OWNER RESERVES THE RIGHT TO INCREASE OR DECREASE QUANTITIES AND TO ADD OR DELETE ITEMS AS REQUIRED.
6. PRIOR TO WORKING IN ANY AREA THAT MAY AFFECT THE SAFE MOVEMENT OF VEHICLE TRAFFIC OR PEDESTRIANS BY HIS CONSTRUCTION
ACTIVITIES, THE CONTRACTOR SHALL HAVE PROPER UTILITY CONSTRUCTION SIGNS IN PLACE IN ACCORDANCE WITH LATEST EDITION M.U.T.C.D.
STANDARDS AND AS APPROVED BY THE ENGINEER AND APPLICABLE TRAFFIC SAFETY CONTROL OFFICER.
7. ADEQUATE WARNING SIGNS AND BARRICADES SHALL BE PLACED AROUND ALL EXCAVATIONS. FLASHING LIGHTS OR OTHER ILLUMINATION
DEVICES SHALL BE EMPLOYED TO WARN MOTORISTS AND PEDESTRIANS AFTER DARK. ALL TRAFFIC CONTROL MEASURES SHALL MEET THE
REQUIREMENTS OF THE N.J.D.O.T. REGULATIONS AND THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" LATEST EDITION AND "PART VI
STANDARDS FOR STREET AND HIGHWAY CONSTRUCTION, MAINTENANCE, UTILITY AND INCIDENT MANAGEMENT OPERATING".
8. TWO WEEK PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL PLACE CONSTRUCTION ADVISORY SIGNS ADVISING MOTORISTS OF
CONSTRUCTION OPERATIONS ON ALL ROADWAYS INCLUDING ON OR ABOUT THE DATE CONSTRUCTION IS TO BEGIN. THE PLACEMENT OF SUCH
SIGNS SHALL BE LOCATED IN A MANNER AS TO ADEQUATELY ADVISE PEDESTRIANS AND MOTORISTS OF UPCOMING CONSTRUCTION.
9. THE CONTRACTOR SHALL ABIDE BY ALL THE REQUIREMENTS OF THE "HIGH VOLTAGE PROXIMITY ACT". UNDERGROUND OR OVERHEAD UTILITIES
IN CLOSE PROXIMITY TO EXCAVATIONS OR TRENCHING WILL REQUIRE PROTECTION TO PREVENT DAMAGE OR INTERRUPTION OF UTILITY
SERVICE. THESE TEMPORARY MEASURES SHALL BE INCLUDED IN THE VARIOUS PAY ITEMS OF THE CONTRACT AND NO ADDITIONAL PAYMENT
SHALL BE MADE FOR SUCH WORK.
10.SHOULD UNDERGROUND STRUCTURES OR FACILITIES INTERFERE WITH THE PROJECT CONSTRUCTION, THE ENGINEER SHALL BE NOTIFIED
BEFORE PROCEEDING WITH WORK. CONTRACTOR SHALL NOTIFY ALL UNDERGROUND UTILITY COMPANIES THREE (3) DAYS BEFORE
COMMENCEMENT OF EXCAVATION FOR ACCURATE FIELD LOCATIONS.
11.DIRECTLY AFTER PIPE INSTALLATION, ALL TRENCHES SHALL BE BACKFILLED TO GRADE WITHOUT DELAY. IN STREET EXCAVATIONS, THE
CONTRACTOR SHALL REMOVE HIS EXCAVATION EQUIPMENT AND TRENCH BOX (IF IN USE) AT THE END OF EACH DAY UNLESS OTHERWISE
ALLOWED TO REMAIN IN PLACE OVERNIGHT BY THE AUTHORITY HAVING JURISDICTION. IN NON-STREET EXCAVATIONS, THE EXCAVATION
EQUIPMENT AND TRENCH BOX MAY REMAIN IN PLACE WITH ADEQUATE PROTECTION. TEMPORARY STEEL PLATING OR BARRICADING OF OPEN
TRENCHES WHEN WORK IS NOT IN PROGRESS SHALL ONLY BE USED WHEN APPROVED BY THE ENGINEER AND AS MAY BE ALLOWED BY
CONDITIONS OF A ROAD OPENING PERMIT. OPEN TRENCHES SHALL NOT BE STEEL PLATED BETWEEN OCTOBER 15 AND APRIL 15.
12.WORK MAY BE PERFORMED MONDAY THROUGH FRIDAY BETWEEN THE HOURS OF 8:00 AM AND 4:30 PM. IF ADDITIONAL WORK HOURS ARE
REQUIRED TO COMPLETE ALL WORK IN THE WORK SPECIFIED, THEY SHALL BE INCLUDED IN THE CONTRACTOR'S BID PRICE APPROVAL OF THE
COLLEGE SHALL BE REQUESTED BY THE CONTRACTOR IN WRITING 48 HOURS PRIOR TO THE DESIRED WORK DATE.
13.THE CONTRACTOR SHALL BROOM SWEEP THE STREETS FOLLOWING BACKFILLING, AND MAINTAIN A CLEAN SITE TO THE SATISFACTION OF THE
ENGINEER, APPLICATION OF WATER IS ALLOWED FOR DUST CONTROL.
14.WHENEVER THE DRAWINGS INDICATE TO MEET EXISTING CONDITIONS, THE CONTRACTOR SHALL PROVIDE A SMOOTH AND CONTINUOUS
TRANSITION FROM THE PROPOSED TO EXISTING GRADES.
15.THE CONTRACTOR SHALL BE RESPONSIBLE TO PROTECT EXISTING THRUST BLOCKS, WHICH ARE RESTRAINING EXISTING UTILITIES. EXISTING
THRUST BLOCKS SHALL NOT BE UNDERMINED OR DISTURBED.
16.THE CONTRACTOR SHALL COMPLY WITH ALL OF THE COLLEGE'S SAFETY AND WORK RULES WHEN PERFORMING WORK AT THE COLLEGE. ALL
CONTRACTOR EMPLOYEES, SUBCONTRACTORS, ETC., SHALL SIGN-IN DAILY AT THE FACILITIES MANAGEMENT BUILDING UPON ARRIVAL ON
CAMPUS TO BE ISSUED A CONTRACTORS IDENTIFICATION BADGE. IT IS EXPECTED THAT ALL CONTRACTOR EMPLOYEES WILL CONDUCT
THEMSELVES IN A PROFESSIONAL MANNER.
17.PRIOR TO PERFORMING ANY EXCAVATION WORK, THE CONTRACTOR SHALL CALL FOR A UTILITY MARK OUT AND NOTIFY THE COLLEGE. PUBLIC
UTILITIES WILL BE MARKED OUT BY THE APPROPRIATE UTILITY AND MCC PERSONNEL WILL MARK OUT THE COLLEGE UTILITIES.
18.THE COLLEGE CAMPUS IN EDISON, NEW JERSEY IS LOCATED ON A SECTION OF THE FORMER RARITAN ARSENAL (FRA) WHICH OPERATED FROM
1918 THROUGH 1963. THE ARMY CORPS OF ENGINEERS (ACE) HAS COMPLETED INVESTIGATIONS AND REMEDIATION ACTIVITIES RELATED TO
UNEXPLODED ORDNANCE (UXO) MATERIALS ON THE CAMPUS. WHILE THERE ARE NO KNOWN UXO'S AT THIS TIME, THERE REMAINS A POSSIBILITY
THAT THEY CAN BE DISCOVERED WHEN EXCAVATING ON CAMPUS. THE ACE HAS PROVIDED AN INFORMATION SAFETY SHEET WHICH ADVISES
ANYONE EXCAVATING ON THE FRA TO PRACTICE THE "3R'S". THEY ARE RECOGNIZE, RETREAT AND REPORT. IF ANY MATERIAL IS DISCOVERED
THAT APPEARS TO BE ORDNANCE, THE CONTRACTOR SHALL IMMEDIATELY STOP WORK, LEAVE THE AREA, CALL 911, AND NOTIFY THE COLLEGE.
A PROCEDURE HAS BEEN ESTABLISHED FOR EMERGENCY RESPONDERS AND MILITARY PERSONNEL TO SAFELY ADDRESS SUCH A SITUATION.
19.MIDDLESEX COUNTY COLLEGE IS A SMOKE-FREE CAMPUS. SMOKING IS ONLY PERMITTED INSIDE A PERSON'S PERSONAL VEHICLE. SMOKING IS
NOT PERMITTED ANYWHERE ELSE ON CAMPUS OR IN ANY CONSTRUCTION EQUIPMENT. THE COLLEGE POLICE WILL ISSUE SUMMONSES WITH
FINES TO ANYONE FOUND IN VIOLATION OF THIS POLICY.
ENVIRONMENTAL NOTES:
1. THE CONTRACTOR SHALL PERFORM THE WORK IN ACCORDANCE WITH APPLICABLE
PROVISIONS AND CONDITIONS OF THE NEW JERSEY STANDARDS FOR SOIL EROSION AND
SEDIMENT CONTROL.
2. THE TRENCH EXCAVATION SHALL BE NO WIDER THAN NECESSARY TO COMPLY WITH OSHA
SAFETY STANDARDS AND THE CONSTRUCTION DETAILS UNDER THE ACTUAL SURFACE AND
SUBSURFACE CONDITIONS AS MAY BE ENCOUNTERED DURING CONSTRUCTION.
3. THE CONTRACTOR SHALL AVOID DISTURBANCE OF NATURAL VEGETATION IN HIS CLEARING
OPERATIONS TO THE GREATEST EXTENT PRACTICABLE.
4. "SOIL EROSION AND SEDIMENT CONTROL" SHALL BE PERFORMED AS DIRECTED BY THE
ENGINEER. THIS WORK SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS AS MAY BE
WARRANTED BY ACTUAL FIELD CONDITIONS AND THE CONTRACTOR'S MEANS AND METHODS
OF CONSTRUCTION. NO SEPARATE PAYMENT WILL BE MADE FOR ADJUSTMENTS,
ADDITIONAL MATERIALS AND MAINTENANCE OF THIS WORK.
5. THE CONTRACTOR SHALL MAINTAIN HIS WORK WITHIN THE DESIGNATED LIMITS OF
DISTURBANCE AS DELINEATED AND NOTED ON THE PLANS. THE CONTRACTOR SHALL BE
RESPONSIBLE TO RESTORE ANY DISTURBANCE BY WORK CONDUCTED OUTSIDE THOSE
LIMITS AT HIS OWN EXPENSE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISPOSAL OF ALL WASTE, DEBRIS AND
UNSUITABLE EXCAVATED MATERIALS IN ACCORDANCE WITH THE SPECIFICATIONS, THE
STATE AND LOCAL RULES AND REGULATIONS. THE CONTRACTOR SHALL PROVIDE ALL
RECYCLING RECORDS TO MIDDLESEX COUNTY COLLEGE.
GENERAL CONSTRUCTION NOTES:
LOT 4
LOTS 10 & 11
SOUTHWEST CAMPUS
LOT 17
WOODBRIDGE AVE
ENTRANCE
KEY MAP1" = 500'
QUANTITIES
MIDDLESEX COUNTY COLLEGE2018 SITE IMPROVEMENTS
TOWNSHIP OF EDISONCOUNTY OF MIDDLESEX, STATE OF NEW JERSEY
SCE-9444.011
15REV. PER ADDENDUM 1 & 2 A 02-27-2018
BES
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EXISTING STOP SIGN
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"
R
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P
12" CPP
EXISTING FLAG POLE
EXISTING BOLLARD
EXISTING BOLLARD
EXISTING HYDRANT
W.V.
EXISTING LIGHT POLE (TYP.)
EXISTING PEDESTRIAN
CROSSING SIGN
EXISTING STREET SIGN
W.V.
W.V.
EXISTING HYDRANT
EXISTING DIRECTION SIGN
EXISTING TYPE "E" INLET
GRT: 101.57
INV. OUT (12"): 97.4
EXISTING CATCH BASIN
GRT: 101.19
EXISTING "DO NOT ENTER" SIGN
F.F.: 101.01
EXISTING LIGHT POLE (TYP.)
EXISTING PEDESTRIAN
CROSSING SIGN
EXISTING "DO NOT ENTER" SIGN
EXISTING DETECTABLE
WARNING SURFACE (TYP.)
EXISTING TYPE "B" INLET
GRT: 87.12
EXISTING FIRE DEPT. CONNECTION
EXISTING "DO NOT ENTER" SIGN
W.V.
EXISTING HYDRANT
EXISTING STREET SIGN
EXISTING "DO NOT ENTER" SIGN
EXISTING TYPE "B" INLET
GRT: 87.14
F.F.: 96.92
EXISTING CATCH BASIN
GRT: 90.73
INV. OUT (6"): 89.5
EXISTING MH
RIM: 102.30
EXISTING MH
RIM: 101.86
EXISTING UTILITY BOX
D
EXISTING STORM MH
RIM: 70.37
INV. IN (15"): 66.8 (NW)
INV. IN (15"): 66.6 (NE)
INV. OUT (15"): 66.5 (SE)
EXISTING TYPE "A" INLET
GRT: 71.00
INV. IN (15"): 67.1
INV. OUT (15"): 66.9
EXISTING TYPE "B" INLET
GRT: 70.73
INV. OUT (15"):67.1
EXISTING LIGHT POLE
EXISTING UTILITY BOX
EXISTING UTILITY BOX
EXISTING LIGHT POLE
D
EXISTING STORM MH
RIM: 78.97
INV. IN (8"):75.0
INV. IN (15"): 75.0
INV. OUT (15"): 74.9
EXISTING UTILITY BOX
EXISTING TYPE "A" INLET
GRT: 64.00
INV. IN (18"): 60.5 (SW)
INV. OUT (18"): 60.5 (NE)
EXISTING TYPE "A" INLET
GRT: 63.87
INV. IN (18"): 60.3 (N)
INV. IN (18"): 60.1 (W)
INV. OUT (18"): 60.0 (S)
EXISTING UTILITY BOX
EXISTING POST
EXISTING LIGHT POLE
EXISTING UTILITY BOX
EXISTING TYPE "B" INLET
TCP: 68.7
GRT: 68.13
INV. IN (10"): 65.2 (S)
INV. IN (15"): 65.2 (W)
INV. IN (15"): 65.5 (N)
INV. OUT (24"): 65.2 (E)
EXISTING LIGHT POLE
EXISTING STOP SIGN
S
EXISTING SAN MH
RIM: 67.01
INV. IN (6"): 62.2 (N)
INV. IN (10"): 62.2 (NW)
INV. IN (10"): 62.2 (SW)
INV. OUT (10"): 62.2 (S)
EXISTING TYPE "E" INLET
GRT: 67.34
INV. IN (24"): 64.5
INV. OUT (24"): 64.3
EXISTING TYPE "B" INLET
TCP: 69.4
GRT: 68.91
INV. OUT (15"): 66.2
EXISTING LIGHT POLE
G.V.
EXISTING TYPE "B" INLET
TCP: 73.1
GRT: 72.52
INV. IN (12"): 68.3 (W)
INV. IN (12"): 68.1 (N)
INV. IN (18"): 69.3 (E)
INV. OUT (18"): 67.9 (S)W.V.
W.V.
W.V.
EXISTING UTILITY BOX
EXISTING CATCH BASIN
GRT: 72.70
INV. OUT (12"): 69.0
EXISTING LIGHT POLE
EXISTING LIGHT POLE
EXISTING UTILITY BOX
EXISTING TYPE "B" INLET
TCP: 80.8
GRT: 80.32
INV. IN (12"): 76.5 (W)
INV. OUT (12"): 76.4 (E)
EXISTING LIGHT POLE
EXISTING TYPE "B" INLET
TCP: 89.6
GRT: 89.09
INV. OUT (12"): 86.2
EXISTING LIGHT POLE
W.V.
EXISTING TYPE "B" INLET
TCP: 90.0
GRT: 89.45
INV. IN (12"): 84.7 (W)
INV. OUT (12"): 84.3 (S)
EXISTING TYPE "B" INLET
TCP: 80.8
GRT: 80.28
INV. IN (12"): 75.8 (W)
INV. IN (12"): 75.5 (N)
INV. OUT (12"): 75.3 (S)
7
0
7
5
6
9
7
1
7
2
7
3
7
4
7
6
7
7
7
8
S
EXISTING SAN MH
RIM: 68.30
INV. IN (10"): 62.5 (W)
INV. OUT (10"): 62.5 (NE)
EXISTING HYDRANT
EXISTING TYPE "B" INLET
GRT: 67.84
INV. OUT (10"): 65.4
EXISTING POST
1
0
2
8
5
9
0
9
5
1
0
0
8
6
87
8
8
8
9
9
1
9
2
9
3
9
4
9
6
9
7
9
8
9
9
1
0
1
1
0
1
1
0
2
1
0
2
1
0
1
1
0
1
1
0
2
1
0
0
9
8
9
9
1
0
1
1
0
2
1
0
2
100
99
101
102
9
5
1
0
0
9
3
94
9
6
9
7
9
8
9
9
1
0
1
9
0
88
8
9
9
1
9
2
9
3
9
5
9
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9
7
9
8
9
9
7
0
7
5
8
0
8
5
6
8
6
9
7
1
7
2
7
3
7
4
7
6
7
7
7
8
7
9
8
1
8
2
8
3
8
4
8
6
8
7
8
8
8
9
68
6
5
6
4
6
4
6
6
6
7
EXCELLENCE ♦ ECONOMY ♦ ENVIRONMENTREVISIONS
DESCRIPTION DATE:NO. BY: CHK:
CHECKED BY:
CHECKED BY:
DRAWN BY:
NJ PROFESSIONAL ENGINEER
LICENSE NO. 24GE03619100
DAREN J. PHIL, PE PROJECT NUMBER:
SCALE:
SHEET OF
REVISION E:\
SCE
\Edi
son\
9444
Edi
son\
Dra
win
gs\9
444.
011
04 E
xist
ing
Con
diti
ons
- Sou
thw
est C
ampu
s.dw
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Wed
, F
eb 2
8, 2
018
- 11:
40am
bs
pech
t S
ubur
ban
Con
sult
ing
Eng
inee
rs, I
nc.
DATE:
SUBURBAN CONSULTING ENGINEERS, INC.
96 US Highway 206, Suite 101Flanders, N.J. 07836 - 973.398.1776
COA NO.: 24GA28037500
2430 Highway 34, Bldg. A Suite 1RWall, N.J. 08736 - 732.282.1776
- Civil Engineers - Municipal Engineers -- Landscape Architects -
- Planners - Environmentalists - Land Surveyors -
NOTICE
© COPYRIGHT 2018 Suburban Consulting Engineers, Inc.™
CERTIFICATE OF AUTHORIZATION NO: 24GA28037500
ALL RIGHTS RESERVED
THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS
AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE
WORK WAS CONTRACTED OR TO WHOM IT IS CERTIFIED.
THIS DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED,
DISTRIBUTED, OR RELIED UPON FOR ANY OTHER PURPOSE
WITHOUT THE WRITTEN CONSENT OF
SUBURBAN CONSULTING ENGINEERS, INC.PER N.J.A.C. ELECTRONIC SUBMISSIONS NOT CONTAINING A VALID
DIGITAL SEAL OR PAPER COPIES NOT CONTAINING A RAISED SEAL
ARE NOT ORIGINALS AND MAY HAVE BEEN ALTERED.
EXISTING CONDITIONS AND DEMOLITION PLAN
SOUTHWEST CAMPUS
SCE-9444.011
1" = 50'
4 15
A
02-05-2018
02-05-2018
02-05-2018
0
SCALE: 1" = 50'
50 50 100 150
MIDDLESEX COUNTY COLLEGE2018 SITE IMPROVEMENTS
TOWNSHIP OF EDISON, 2600 WOODBRIDGE AVENUEMIDDLESEX COUNTY, NEW JERSEY
TO REMAIN
TO BE RELOCATED
TO REMAIN
TO REMAIN
TO REMAIN
TO REMAIN
TO REMAIN
TO REMAIN
TO REMAIN
TO REMAIN
TO REMAIN
TO BE RELOCATED
TO REMAIN
TO REMAIN
TO REMAIN
TO REMAIN
TO REMAIN
TO REMAIN
TO REMAIN
TO REMAIN
TO REMAIN
TO REMAIN
TO REMAIN
TO REMAIN
TO REMAIN
TO REMAIN
TO BE MODIFIED WITH FRAME AND CASTING SET TO NEW ELEVATION
TO REMAIN
TO REMAIN
TO BE MODIFIED
TO REMAIN
TO REMAIN
TO BE REMOVED
TO REMAIN
TO REMAIN
TO REMAIN
TO REMAIN
TO REMAIN
TO REMAIN
TO REMAIN
TO REMAIN
TO REMAIN
TO REMAIN
TO REMAIN
TO REMAIN
TO REMAIN
TO REMAIN
TO REMAIN
TO REMAIN
TO REMAIN
TO REMAIN
TO REMAIN
TO REMAIN
TO REMAIN
TO REMAIN
TO REMAIN
TO REMAIN
TO REMAIN
TO REMAIN
TO REMAIN
TO REMAIN
TO REMAIN
TO REMAIN
TRUNCATED DOMES
TRUNCATED DOMES
TO REMAIN
TO REMAIN
TO BE RELOCATED
TO REMAIN
EXISTING CONCRETE SECTIONS
TO BE REMOVED
(ALTERNATE BID ITEM 5)
TO BE RELOCATED
TO BE RELOCATED
EXISTING CURB AND PAVEMENT
TO BE REMOVED
EXISTING CONCRETE SIDEWALK
TO BE REMOVED
EXISTING STAMPED PAVEMENT
TO BE MILLED
EXISTING LAWN, SIDEWALK, AND CURB
TO BE REMOVED
AREA TO BE RECONSTRUCTED
(ALTERNATE BID ITEM 4)
EXISTING TYPE "B" INLET
TCP: 80.5
GRT: 80.01
INV. OUT (12"): 76.7
LIMIT OF REPAVING
(ALTERNATE BID ITEM 4)
LIMIT OF REPAVING
(ALTERNATE BID ITEM 4)
LIMIT OF REPAVING
(ALTERNATE BID ITEM 4)
EXISTING STRIPING IN AREA TO BE SCARIFIED
EXISTING STRIPING IN AREA TO BE SCARIFIED
EXISTING CENTERLINE STRIPING
IN AREA TO BE SCARIFIED
EXISTING CONCRETE SIDEWALK
TO BE REMOVED
EXISTING LANDSCAPING WITHIN
AREA TO BE REMOVED
EXISTING DEPRESSED CURB
TO BE REMOVED
EXISTING CURB
TO BE REMOVED
EXISTING TREES WITHIN
AREA TO BE REMOVED OR
TRIMMED AS NECESSARY
EXISTING HILL
TO BE REMOVED
EXISTING DOOR ACTIVATOR
TO BE REPLACED
A
A
A
AREA TO BE DEMOLISHED
FOR PROPOSED CONCRETE RAMP
A
REV. PER ADDENDUM 1 & 2 A 02-27-2018
BES
ML
A
7
5
7
2
73
7
4
7
6
7
7
70
7
5
8
0
85
68
6
8
69
7
1
7
2
7
3
7
4
7
6
7
7
7
8
7
9
81
82
83
84
86
87
88
80
8
5
7
8
7
9
8
1
8
2
8
3
8
4
8
6
E
E
E
E
E
EE
EE
EE
E
E
E
E
E
E
E
E
E
E
EE
EE
E
E
E
E
E
CONSTRUCTION PLAN
LOT 4
1"=30'
7
EXCELLENCE ♦ ECONOMY ♦ ENVIRONMENTREVISIONS
DESCRIPTION DATE:NO. BY: CHK:
CHECKED BY:
CHECKED BY:
DRAWN BY:
NEW JERSEY PROFESSIONAL ENGINEER
LICENSE NO. 24GE03619100
DAREN J. PHIL, PE PROJECT NUMBER:
SCALE:
SHEET OF
REVISION E:\
SCE
\Edi
son\
9444
Edi
son\
Dra
win
gs\9
444.
011
07 S
ite
Lay
out P
lan
- Lot
4.d
wg
W
ed,
Feb
28,
201
8 - 8
:18a
m
bspe
cht
Sub
urba
n C
onsu
ltin
g E
ngin
eers
, Inc
.
DATE:
SUBURBAN CONSULTING ENGINEERS, INC.
96 US Highway 206, Suite 101Flanders, N.J. 07836 - 973.398.1776
COA NO.: 24GA28037500
2430 Highway 34, Bldg. A Suite 1RWall, N.J. 08736 - 732.282.1776
- Civil Engineers - Municipal Engineers -- Landscape Architects -
- Planners - Environmentalists - Land Surveyors -
NOTICE
© COPYRIGHT 2018 Suburban Consulting Engineers, Inc.™
CERTIFICATE OF AUTHORIZATION NO: 24GA28037500
ALL RIGHTS RESERVED
THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS
AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE
WORK WAS CONTRACTED OR TO WHOM IT IS CERTIFIED.
THIS DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED,
DISTRIBUTED, OR RELIED UPON FOR ANY OTHER PURPOSE
WITHOUT THE WRITTEN CONSENT OF
SUBURBAN CONSULTING ENGINEERS, INC.PER N.J.A.C. ELECTRONIC SUBMISSIONS NOT CONTAINING A VALID
DIGITAL SEAL OR PAPER COPIES NOT CONTAINING A RAISED SEAL
ARE NOT ORIGINALS AND MAY HAVE BEEN ALTERED.
A
02-05-2018
02-05-2018
02-05-2018
582 EXISTING SPACES
681 PROPOSED SPACES
0
SCALE: 1" = 30'
30 30 60 90
MIDDLESEX COUNTY COLLEGE2018 SITE IMPROVEMENTS
TOWNSHIP OF EDISONCOUNTY OF MIDDLESEX, STATE OF NEW JERSEY
SCE-9444.011
15
"STOP" SIGN
"DO NOT ENTER" SIGN
STOP SIGN
DO NOT ENTER SIGN
"COMPACT CARS ONLY" SIGN
"COMPACT CARS ONLY" SIGN
PROPOSED CONCRETE CURB, 9"X18", 62 LF
PROPOSED CONCRETE CURB, 9"X18", 12 LF
PROPOSED PARKING SPACES TO BE
4" WHITE THERMOPLASTIC LINE STRIPING, (TYP.)
PROPOSED HMA MILLING, 3" OR LESS, 23,165 SY
22
'
28'
9'
(TYP.)
18
'
(T
YP
.)
24'
24
'
24'
24
'
24'
26
'
25
'
2
2
'
24'
28
'
30'
CONNECT TO EXISTING INLET
CONNECT TO EXISTING CURB
NOTE:
PROPOSED HMA BASE COURSE, 19M64 (4" THICK)
321 TONS FOR ALL RECONSTRUCTED ISLAND AREAS
(SHOWN IN DASHED AREAS (TYP.))
PROPOSED DENSE GRADE AGGREGATE (6" THICK)
1,419 SY FOR ALL RECONSTRUCTED ISLAND AREAS
(SHOWN IN DASHED AREAS (TYP.))
PROPOSED TWO (2) 2" ELECTRICAL CONDUIT,
1,190 LF
SET BICYCLE SAFE GRATE
SET BICYCLE SAFE GRATE
SET BICYCLE SAFE GRATE
SET BICYCLE SAFE GRATE
CURB PIECE, ECO TYPE 'N'
SET BICYCLE SAFE GRATE
SET BICYCLE SAFE GRATE
SET BICYCLE SAFE GRATE
CURB PIECE, ECO TYPE 'N'
CURB PIECE, ECO TYPE 'N'
"COMPACT CARS ONLY" SIGN
PROPOSED CONCRETE CURB, 9"X18", 160 LF
PROPOSED JUNCTION BOX
PROPOSED JUNCTION BOX
GRADING NOTES:
1. PROPOSED SURFACE TO MATCH EXISTING SURFACE
ELEVATIONS UNLESS SPECIFIED OTHERWISE.
RECONSTRUCTED AREAS WHERE CONCRETE ISLANDS ARE
TO BE REMOVED SHALL HAVE A PROPOSED GRADE
ELEVATION WHICH IS EQUIVALENT TO THE EXISTING GRADE
MINUS THE HEIGHT OF THE EXISTING CURB WITH A SMOOTH
TRANSITION BETWEEN CURB ENDS.
2. ALL TRANSITIONS TO ENSURE PROPER VERTICAL HEIGHT OF
CURB TO REMAIN. CONTRACTOR IS RESPONSIBLE FOR
REPLACING ANY CURB TO REMAIN IF DAMAGED IN PAVEMENT
OPERATIONS
PROPOSED HMA SURFACE COURSE, 9.5M64 (2" THICK)
2,780 TONS
74
PROPOSED TRUNCATED
DOMES (TYP.)
73
PROPOSED CROSSWALK STRIPING
PROPOSED TRUNCATED DOMES (TYP.)
PROPOSED CONCRETE CURB RAMP
PROPOSED CONCRETE CURB RAMP
PROPOSED CONCRETE CURB, 9"X18", 62 LF
PROPOSED TRAFFIC MARKINGS (TYP.)
PROPOSED CONCRETE CURB RAMP
PROPOSED CONCRETE CURB RAMP
CONNECT TO EXISTING
EMERGENCY PHONE
PROPOSED HATCHING AREA TO BE
4" YELLOW THERMOPLASTIC LINE STRIPING, (TYP.)
AREA TO BE RECONSTRUCTED
REV. PER ADDENDUM 1 & 2 A 02-27-2018
BES
ML
A