20210347 Ver 1_07_90% SitePlans_20210215

PAVED GREENWAY
PAVED GREENWAY
DI
TOP=258.54'
INV=251.61'
INV=252.22'
INV OUT=253.97'
24" RCP 30" RCP12" CMP60" CHL
30" C&G30" C&GGPS-1
BOLLARD
60" CHL
INV=250.34'
MTL
60" CHL
12" CONC WW
MTL
GPS-2
COLLAPSED PIPE
DIRECTION ONLY
BM-1
16" CONC HW
****************************************
BENCHTIE NAIL SET IN 15" OAK
BL STATION 5+41.00 36 RIGHT
N 790133 E 1992476
BM-1 ELEVATION = 254.22
****************************************
ENDOWMENT FUND
UNIVERSITY OF NC
DB 549 PG 600
DB 549 PG 600
UNIVERSITY OF NC ENDOWMENT FUND
EXIST R/WEXIST R/W
EXIST R/W
EXIST R/WEXIST R/W250
250
250250250
250
2
5
0250 250250
250
250250
250250250250250250
250
250250
2502502502502502502502502502502502502502
5
0250
250250250250250250250250250250250255
255255
255255
255
255255255260260260260260
260
260
260260 40'8'1TEMPORARY CONSTRUCTION EASEMENT (TYP)
PROPOSED PERMANENT EASEMENT (TYP)
1
2
3
4
5
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
P.O. BOX 33068 RALEIGH, N.C. 27636-3068
CONST. REV.
RIGHT-OF-WAY REV.
C 2018
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONSEB-5721
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
1/4/20216 RETAIN EXISTING FENCE
INSTALL BOLLARD (SEE DETAIL 2/SHEET 2A-1)
RETAIN EXISTING UTILITY POLE
TIE TO EXISTING FENCE
TRUNCATED DOMES (SEE DETAIL 1/SHEET 2A-1)
TIE TO EXISTING PAVEMENT
NOTES:K:\RAL_Roadway\011159024 - EB-5721 (Fordham Blvd)\Plan\Plan Sheets\EB-5721_rdy_psh4.dgn270
260
250
240
230
270
260
250
240
230
10 11 12 13 14 15 16 17
4
MATCH LINE -L- STA 17+00 (SEE SHEET 5)N 790132.50 E 1992475.98
-L- STA 10+90.10 (30.34' LT)
BENCHTIE NAIL SET IN 15" OAK
BM-1
ELEV= 254.22'
NAD 83
FLOODWAY100-YR FLOODPLAIN500-YR FLOODPLAIN
GRADE
PROPOSED
GROUND
EXISTING CLELAND DRTIE TO EXIST PAVEMENT
ELEV = 258.29'
-L- STA 10+13.92
BEGIN GRADE
(+)0.3142%
PI = 14+56.00
VC = 500'
PI = 11+22.00
EL = 252.89'
VC = 130'(-)4.9991%(-)0.3473%
EL = 251.73'
(-)0.3473%
2' FROM PATH EDGE
60" CHAIN LINK FENCE
REMOVE AND REPLACE
PATH (10' WIDTH)
CONCRETE MULTI-USE
REINFORCED
ASPHALT PATH
REMOVE EXIST
PATH (10' WIDTH)
CONCRETE MULTI-USE
2
1 5
4
62'-6" C&G3
4 44
REMOVE EXIST BOLLARDS
4
-L- POT Sta. 10+13.92
BEGIN CONSTRUCTION
N FORDHAM BLVD (US 15-501)CLELAND DRHAYES RD
0102020625' INC
+42.45+67.45030504030100SEE DETAIL 1B/SHEET 2A-1
INSTALL CURB RAMP
02TYP02XX-X
SEE DETAIL SHEETS
-L- STA 13+50 TO 15+00 RT
REINFORCED RIP RAP SLOPES
-L- POT Sta. 10+00.00
-L-
-L- PC Sta. 11+39.31
-L- PT Sta. 11+92.25
-L- PC Sta. 13+09.89
-L- PT Sta. 14+09.16
PI Sta 11+66.01
L = 52.94'
T = 26.50'
R = 450.00'
D
PI Sta 13+59.72
L = 99.27'
T = 49.64'
R = 5,000.00'
D
10+0015+00-L- PC Sta. 16+26.10
-L- PRC Sta. 16+98.57
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
PAVED GREENWAY
PAVED GREENWAY
12" CONC WW
MTL
60" CHL
MTL
BL-100
60" CHL
30" RCP60" CHLBOLLARD
12" CONC WW
W
OODBOLLARD
12" CONC WW
12" CONC WW
12" CONC WW
MTL
12" CONC WW
12" CONC WW(2) 10' x 12' CONCCUL7CUL8CUL9CUL10CUL11CUL1216" CONC HW
HW2 CE2
16" CONC HW CONC10' x 12'(3)SSMH
TOP=255.39'
INV IN=244.39'
INV OUT=244.09'
CHAPEL HILL HOUSING AUTHORITY
UNIVERSITY OF NC ENDOWMENT FUND
DB 549 PG 600 PROPERTY LINE IS CENTERLINE OF CREEKNO DEED REFERENCE
EXIST R/W
R/W
EXIST
EXIST R/W
250250250
2
5
0
250250250250250
250250
250
250250250250250250250250250250250250250
250250250
250250250250250250250250250250250250250250250250250250250250250250250255255
255255255255
255
255
260260260260260260
260
20'40'40'8'11
2
3
4
5
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
P.O. BOX 33068 RALEIGH, N.C. 27636-3068
CONST. REV.
RIGHT-OF-WAY REV.
C 2018
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONSEB-5721
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
1/4/20216 RETAIN EXISTING FENCE
INSTALL BOLLARD (SEE DETAIL 2/SHEET 2A-1)
RETAIN EXISTING UTILITY POLE
TIE TO EXISTING FENCE
TRUNCATED DOMES (SEE DETAIL 1/SHEET 2A-1)
TIE TO EXISTING PAVEMENT
NOTES:K:\RAL_Roadway\011159024 - EB-5721 (Fordham Blvd)\Plan\Plan Sheets\EB-5721_rdy_psh5.dgn17 18 19 20 21 22 23 24
230
240
250
260
270
230
240
250
260
270
25MATCH LINE -L- STA 17+00 (SEE SHEET 4)MATCH LI
NE
-L-
STA 24+50
(SEE SHEET 6)
5
NAD 83
FLOODWAY100
-YR
FLOODPLA
IN
GRADE
PROPOSED
GROUND
EXISTING
PI = 23+93.00
EL = 253.04'
(-)2.0177%
VC = 120'
TIE TO EXIST BRIDGE
ELEV = 254.35'
-L- STA 22+89.93
END GRADE
TIE TO EXIST BRIDGE
ELEV = 254.41'
-L- STA 23+25.10
BEGIN GRADE
BOLIN CREEK(+)5.0000%+28PATH (10' WIDTH)
CONCRETE MULTI-USE
REINFORCED
4
4 4
ASPHALT PATH
REMOVE EXIST
3
6
1
5
1
5
PATH (10' WIDTH)
CONCRETE MULTI-USE
TAPER10'+89.79TAPER10'
-L- STA 22+89.93
TIE TO EXIST BRIDGE
RETAIN EXIST BRIDGE
-L- STA 23+25.10
TIE TO EXIST BRIDGE10'10'
2' FROM PATH EDGE
60" CHAIN LINK FENCE
REMOVE AND REPLACE
N FORDHAM BLVD (US 15-501)BOLIN CREEKASPHALT PATH
REMOVE EXIST
25' INC
+9
2.
8
6
+
17.8
6TYP02020
1
0
0
0
1
-L-
-L- PRC Sta. 17+71.03 -L- PRC Sta. 18+38.31
-L- PC Sta. 22+24.40
-L- PT Sta. 22+79.79
-L- PC Sta. 23+38.00
-L- PT Sta. 23+99.79
-L- PC Sta. 24+35.9220+00PI Sta 23+70.77
L = 61.79'
T = 32.77'
R = 75.00'
D
R = 150.00'
T = 28.01'
L = 55.39'
PI Sta 22+52.41
D
PI Sta 18+04.76
L = 67.18'
T = 33.59'
R = 2,500.00'
D
PI Sta 24+53.50
L = 34.54'
T = 17.58'
R = 75.00'
D
-L- PRC Sta. 19+36.92
-L- PT Sta. 20+15.80
F
F
C C
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
MTL
PAVED GREENWAY
30" C&G
CONC SWRAIS E D S WDI
24" RCP
72" WOOD
96" C
H
L
72" WOOD 72" WOOD
2
4" RCPSOIL72" WOODHHHHHHHH
HH
HH15" DIPDEBRIS
FULL OF
INV=249.81'
18" RCP
FOUND
END NOT INV=251.49'
INV=253.23'
BL-101
15" RCP
15" RCPBL-102
CB
TOP=262.82'
INV OUT=256.93'15" RCPFOUND
END NOT
CAMERA POLE
TO CAMERA POLE
UTILITY CABNET ATTATCHED
HH HH
6 ", DI, OWASA
CROSSWALK SIGNAL
TOWN OF CHAPEL HILL
12" CONC WW
16" CONC HW
12" CONC WW
****************************************
BENCHTIE NAIL SET IN 15" OAK
BL STATION 19+65.00 36 RIGHT
N 791536 E 1992709
BM-2 ELEVATION = 256.52
****************************************
BM-2
18" RCP
INV=255.79'
TOP=262.22'
CB
INV IN=257.74'
INV OUT=257.42'
TOP=262.46'
INV OUT=258.53'
CB
DI
INV IN=255.09'
TOP=259.24'
INV OUT=254.77'
TOP=259.84'
INV IN=255.71'
INV OUT=255.49'
INV=252.59'
18" RCP
BOLLARD
12" RCP FESI
INV=250.95'
FESI
S 85°16'41" E104.57'
N 04°19'19" E
132.12'S 84°28'05" E138.62'N 84°28'05" W134.30'N 84°37'08" W132.09'60.00'
EIP
EIP EIP
CHAPEL HILL HOUSING AUTHORITY
NO DEED REFERENCE
DB 4875 PG 228
HTOO HTOO KYAW
PB 6 PG 61
LESLIE D. THOMAS
DB 2940 PG 357
PB 6 PG 61 PB 6 PG 61
DB 6094 PG 384
JASON M. ANDERSON
PB 6 PG 61
DB 5335 PG 149
DAVID M. BELCHER
PB 6 PG 61
TRUSTEE
O. WARD
WILLIAM
PG 104
DB 5485
EXIST R/W
EXIST R/WEXIST R/W
EXIST R/W
EXIST R/WEXIST R/W255255255
255
255
255
255 255
255255260260
260260260
260
265265265265270270 2702702702702702701
2
3
4
5
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
P.O. BOX 33068 RALEIGH, N.C. 27636-3068
CONST. REV.
RIGHT-OF-WAY REV.
C 2018
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONSEB-5721
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
1/4/20216 RETAIN EXISTING FENCE
INSTALL BOLLARD (SEE DETAIL 2/SHEET 2A-1)
RETAIN EXISTING UTILITY POLE
TIE TO EXISTING FENCE
TRUNCATED DOMES (SEE DETAIL 1/SHEET 2A-1)
TIE TO EXISTING PAVEMENT
NOTES:K:\RAL_Roadway\011159024 - EB-5721 (Fordham Blvd)\Plan\Plan Sheets\EB-5721_rdy_psh6.dgn24 25 26 27 28 29 30 31 32
240
250
260
270
240
250
260
270
280 280MATCH LI
NE
-L-
STA 24+50
(SEE SHEET 5)MATCH LINE -L- STA 32+00 (SEE SHEET 7)6
N 791536.26 E 1992708.86
-L- STA 25+28.79 (26.89' LT)
BENCHTIE NAIL SET IN 15" OAK
BM-2
ELEV= 256.52'
NAD 83
REMOVE 18" RCP
w/ 18" RCP
REPLACE EXISTING 12" RCP
PIPE OUTLET
CLEAN OUT
0601
0602
0603
06080606
0604
0607
0605
CB
CB
CBCB
15" RCP-IV
15" RCP-IV
OO100-YR FLOODPLAIN500-YR FLOODPLAINFLOODWAYSYSTEM
RETAIN
RETAIN
CLEAN OUT EXIST INLET
100
-YR
FLOODPLA
IN
GRADE
PROPOSED
GROUND
EXISTING
PI = 25+22.00
EL = 259.49'
(+)5.0000%(+)1.8166%(-)1.9905%
PI = 25+82.00
EL = 260.35'(-)5.0000%
PI = 26+80.00
EL = 255.45'
VC = 100'
PI = 28+15.00
EL = 262.20'
(+)5.0000%
VC = 50'
(+)3.0443%
PI = 28+91.00
EL = 263.04'
VC = 100'
PI = 31+23.00
EL = 269.77'
(+)1.0000%(+)0.3000%
VC = 200'
VC = 20'
VC = 20'VC = 20'
TIE TO EXIST PAVEMENT
ELEV = 259.70'
-L- STA 25+33.56
END GRADE TIE TO EXIST PAVEMENT
ELEV = 262.55'
-L- STA 28+51.01
END GRADE TIE TO EXIST PAVEMENT
ELEV = 262.71'
-L- STA 28+80.16
BEGIN GRADE
S ESTES DRRIDGEFIELD RDPI = 29+55.00
EL = 268.09'
(+)1.0000%
(+)7.8906%
(+)0.9720%
ELEV = 260.56'
-L- STA 25+71.45
BEGIN GRADE
(+) 0.20%
ELEV = 261.00'
-L- STA 29+00
DITCH GRADE LT
BEGIN SPECIAL
PEDESTAL
RETAIN EXIST
2
1 4
4
6 3
ASPHALT PATH
REMOVE EXIST
PATH (10' WIDTH)
CONCRETE MULTI-USE
1
2 2
1
6
PATH (10' WIDTH)
CONCRETE MULTI-USE
5
5
BOLLARD
REMOVE EXIST
N FORDHAM BLVD (US 15-501)RIDGFIELD RDS ES TES DR6
ALONG EXIST R/W
EXIST 72" WOOD FENCE
REMOVE AND RESET25' INC
+
5
1.45 +76.456
5
503
2
SEE DETAIL 1B/SHEET 2A-1
INSTALL CURB RAMP
SEE DETAIL 1B/SHEET 2A-1
INSTALL CURB RAMP
SEE DETAIL 1A/SHEET 2A-1
INSTALL TRUNCATED DOMES
SEE DETAIL 1A/SHEET 2A-1
INSTALL TRUNCATED DOMES
11'0201020
0
01 0202TYP020202MONOLITHIC ISLAND
PROP CONC
15'30' R (TYP)
2' R
RAISED PEDESTRIAN CROSSWALK
PROP HIGH VISIBILITY
AS DIRECTED BY THE TOWN
(1' INSIDE EXIST R/W)
ACOUSTIFENCE
-L-
-L- PT Sta. 24+70.46
-L- PC Sta. 25+82.79
-L- PRC Sta. 26+45.09
-L- PT Sta. 27+07.1025+00PI Sta 24+53.50
L = 34.54'
T = 17.58'
R = 75.00'
D
PI Sta 26+14.98
D
L = 62.30'
T = 32.20'
R = 100.00'
PI Sta 26+77.13
L = 62.01'
T = 32.04'
R = 100.00'
D
30+00D D
-L- PC Sta. 29+28.91
-L- PRC Sta. 29+58.31
-L- PT Sta. 29+88.85
-L- PC Sta. 30+28.16
PI Sta 29+43.62
L = 29.40'
T = 14.72'
R = 250.00'
PI Sta 29+73.60
L = 30.54'
T = 15.29'
R = 250.00'
F
F
F
F
F
F
F
F
F F
F
C
C
C
C
C
C
C
C
C
48" WIRE
48" WIRE
48" WOOD/WIRE 48" WOOD 48" CHL15" RCPBL-103
AT&T CORP.
TOP=263.08'
CB
INV OUT=257.50'
FOUND
END NOT
N 84°31'49" W130.39'N 84°07'03" W130.36'N 84°05'19" W130.24'N 84°05'19" W130.12'N 84°05'19" W130.00'N 83°54'03" W130.00'N 80°53'19" W131.42'S 61°18'31" E158.50'EIP EIP EIP
PB 6 PG 19
DB 6385 PG 243
TABITHA S. COMBS
PB 6 PG 19
DB 4833 PG 162
PHILIP H. PAGE
DB 6338 PG 391
MATTHEW STEERE
PB 6 PG 19 PB 6 PG 19
MAURICIO CASTRO
DB 1626 PG 251
DB 2834 PG 121
RICHARD SCOLTOCK
PB 6 PG 19 PB 6 PG 19
DB 4972 PG 7
PATRICIA R. THOMAS
PB 6 PG 19
DB 5630 PG 247
JOHN E. MOORE
PB 6 PG 61
DB 4423 PG 142
MARI A. LINDSAY
PB 6 PG 61
PG 104
DB 5485
TRUSTEE
O. WARD
WILLIAM
EXIST R/WEXIST R/WEXIST R/W
EXIST R/WEXIST R/W 2652652652652652652652702702702702702702702
7
0
270
2
7
0
2702 7 0 270270270270270270270
2702701
2
3
4
5
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
P.O. BOX 33068 RALEIGH, N.C. 27636-3068
CONST. REV.
RIGHT-OF-WAY REV.
C 2018
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONSEB-5721
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
1/4/20216 RETAIN EXISTING FENCE
INSTALL BOLLARD (SEE DETAIL 2/SHEET 2A-1)
RETAIN EXISTING UTILITY POLE
TIE TO EXISTING FENCE
TRUNCATED DOMES (SEE DETAIL 1/SHEET 2A-1)
TIE TO EXISTING PAVEMENT
NOTES:K:\RAL_Roadway\011159024 - EB-5721 (Fordham Blvd)\Plan\Plan Sheets\EB-5721_rdy_psh7.dgn32 33 34 35 36 37 38 39 40
250
260
270
280
290
250
260
270
280
290MATCH LINE -L- STA 32+00 (SEE SHEET 6)MATCH LINE -L- STA 39+50 (SEE SHEET 8)7
NAD 83
100-YR FLOODPLAIN
500-YR FLOODPLAIN
CLEAN OUT EXIST OEP
GRADE
PROPOSED
GROUND
EXISTING
PI = 37+03.00
EL = 271.51'
VC = 480'
(+)0.3000%
(+)0.3000%(-)0.3056%
(-)0.3056%
ELEV = 262.05'
-L- STA 34+00
DITCH GRADE LT
END SPECIAL
6
PATH (10' WIDTH)
CONCRETE MULTI-USE
6
N FORDHAM BLVD (US 15-501)
15'11.5'11'02TYP02TYPAS DIRECTED BY THE TOWN
(1' INSIDE EXIST R/W)
ACOUSTIFENCE
AS DIRECTED BY THE TOWN
(1' INSIDE EXIST R/W)
ACOUSTIFENCE
-L-35+00D D D
-L- PT Sta. 33+76.64
-L- PC Sta. 35+55.01
-L- PRC Sta. 35+99.74
-L- PT Sta. 36+44.48
L = 348.47'
PI Sta 32+02.43
T = 174.26'
R = 8,000.00'
L = 44.74'
PI Sta 35+77.39
T = 22.38'
R = 500.00'
PI Sta 36+22.13
L = 44.74'
T = 22.38'
R = 500.00'
C
C
C
C
C
F
C
F
C F
F
C
F
C
F
C
F
F
C
F C
GPS-3
GPS-4
DI
TOP=258.79'
INV IN=255.61'
INV OUT=253.73'
INV=252.72'
72" WOOD
48" CHL
30" C&G30" C&GCONC SW48" SPLIT RAIL
36" PLASTIC HHHH
HH
HHHH HH
HH S
CB
TOP=264.64'
INV OUT=257.94'15" RCP15" RCP
LP
TOWN OF CHAPEL HILL
TOWN OF CHAPEL HILLLP
LP
6 ", DI, OWASA
PUBLIC SERVICE COMPANY OF NC INC., 4 "
TOWN OF CHAPEL HILL
NCDOT TRAFFIC CONTROL
CROSSWALK BUTTON
CROSSWALK SIGNAL
BM-3
****************************************
BENCHTIE NAIL SET IN 12" PINE
N 1545'58.1" E Dist 1
BL STATION 39+14.00
N 793587 E 1992910
BM-3 ELEVATION = 261.29
****************************************WOOD72"WETLAND W1N 84°05'19" W99.63'N 26°31'53" E101.54'S 84°20'43" E130.00'N 84°23'08" W130.00'N 84°23'08" W130.00'S 47°01'32" E86.60'S 07°46'33" W
16.70'S 85°04'07" E50.88'60
.00
'
60.00'
EIP EIP EIP EIP
DB 415 PG 137
ENDOWMENT FUND
UNIVERSITY OF NC
LIFT STATION
CHAPEL HILL
N/A
DB 371 PG 509
WILLIAM D. BLAKE JR.
PB 9 PG 83PB 6 PG 61
NO DEED REFERENCE
WILLIAM D. BLAKEDANIEL D. POWERS
DB 655 PG 475
PB 6 PG 61PB 6 PG 19
DB 6362 PG 371
ALEXANDER M. BOTROS
PB 6 PG 19
RACHEL HOLLEY
DB 4741 PG 366
EXIST R/W EXIST R/W
EXIST R/WEXIST R/W
EXIST R/WEXIST R/WEXIST R/WEXIST R/WEXIST R/WEXIST R/W255255255255260260260260260260260260260
260260260260265265265
265270270
1
2
3
4
5
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
P.O. BOX 33068 RALEIGH, N.C. 27636-3068
CONST. REV.
RIGHT-OF-WAY REV.
C 2018
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONSEB-5721
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
1/4/20216 RETAIN EXISTING FENCE
INSTALL BOLLARD (SEE DETAIL 2/SHEET 2A-1)
RETAIN EXISTING UTILITY POLE
TIE TO EXISTING FENCE
TRUNCATED DOMES (SEE DETAIL 1/SHEET 2A-1)
TIE TO EXISTING PAVEMENT
NOTES:K:\RAL_Roadway\011159024 - EB-5721 (Fordham Blvd)\Plan\Plan Sheets\EB-5721_rdy_psh8.dgn40 41 42 43 44 45 46
240
250
260
270
280 280
270
260
250
240MATCH LINE -L- STA 39+50 (SEE SHEET 7)8
N 791536.26 E 1992708.86
-L- STA 45+97.61 (16.96' LT)
BENCHTIE NAIL SET IN 15" OAK
BM-3
ELEV= 256.52'
NAD 83
CLASS 'B' RIP RAP 0804
2GI 0803
JB W/ MH
CONVERT DI TO
0803
EXIST. CB
100-YR FLOODPLAIN
500-YR FLOODPLAIN
GRADE
PROPOSED
GROUND
EXISTING
VC = 60'
VC = 20'
TIE TO EXIST PAVEMENT
ELEV = 263.37'
-L- STA 41+25.09
BEGIN GRADE
TIE TO EXIST PAVEMENT
ELEV = 263.31'
-L- STA 40+91.15
END GRADE
EXIST SIDEWALK
TIE TO BACK OF
ELEV = 262.39'
-L- STA 45+18.81
END GRADE
WILLOW DRWALNUT STPI = 39+91.00
EL = 270.63'
(-)0.3056%
(-)7.9987%PI = 40+80.00
EL = 263.51'
(-)1.8045%
(-)0.7483%(+)0.3013%
PI = 42+32.00
EL = 262.57'
VC = 100'
(-)0.4969%
PI = 43+88.00
EL = 263.04'
VC = 100'
6 3
2
1
4
PATH (10' WIDTH)
CONCRETE MULTI-USE
2
4
4
5
5
ALONG EXIST R/W
EXIST 72" WOOD FENCE
REMOVE AND RESET
15'
N FORDHAM BLVD (US 15-501)WILLOW DRWALNUT ST15'
6
6
5
25' INC
+78.65+03.6525' INC
+80.09+05.090405030201000370102+86.31+11.3125' INC
RETAIN EXIST SIDEWALK
1
2'-6" C&GSEE DETAIL 1B/SHEET 2A-1
INSTALL CURB RAMP
SEE DETAIL 1B/SHEET 2A-1
INSTALL CURB RAMP
SEE DETAIL 1B/SHEET 2A-1
INSTALL CURB RAMP
2
1
-L- POT Sta. 45+18.81
END CONSTRUCTION0201000102010200010230' R
RAISED PEDESTRIAN CROSSWALK
PROP HIGH VISIBILITY
AS DIRECTED BY THE TOWN
(1' INSIDE EXIST R/W)
ACOUSTIFENCE
-L-
-L- PC Sta. 39+96.26
-L- PT Sta. 40+34.85
-L- PT Sta. 42+81.39
-L- PC Sta. 42+28.55
-L- POT Sta. 46+40.00
R = 50,000.00'
T = 19.30'
L = 38.59'
PI Sta 40+15.56
D
PI Sta 42+54.97
L = 52.84'
T = 26.42'
R = 7,500.00'
D
45+0040+00C
C
C
C
C
F
F
F
F
F
F
F
F
F
F
C
C