Request for Bids for Fordham Boulevard (US 15-501) Sidepath

SHEET TOTAL
STATE STATE PROJECT REFERENCE NO. NO. SHEETS
STATE OF NORTH CAROLINA
N.C. 1
DIVISION OF HIGHWAYS
STATE PROJ. NO. F. A. PROJ. NO. DESCRIPTION
LOCATION:
VICINITY MAP
PAVED GREENWAY
HYDRAULICS ENGINEER
GRAPHIC SCALES PROJECT LENGTH
C2022
NC LICENSE #F-0102
0 P.O. BOX 33068 R PH A O LE N I E G : H ( , 9 N 19 O ) R 6 T 7 H 7- C 20 A 0 R 0 OLINA 27636
E
OF NORTH
C T A A R T O S L
I PLANS N
D A
P.E. E
SIGNATURE: P N
A O
00 RIGHT OF WAY DATE: R I
T T
M A
E T
N R T OF TRANS P O
LETTING DATE:
00
P.E.
PROFILE (VERTICAL)
SIGNATURE:
99/80/90
P.E.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
30 15 30
30 15 30
ROADWAY DESIGN ENGINEER
RRTTHH CCAARROOLL PROFILE (HORIZONTAL) PROJECT ENGINEER NN OO
RR
OOFFEESSSSIIOO
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IINN AA
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SEAL
024436
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6202/41/4
EB-5721
60
60
1275-BE
:TCEJORP
ORANGE COUNTY
TYPE OF WORK: GRADING, DRAINAGE, PAVING, AND SIGNING
PLANS PREPARED FOR THE TOWN OF CHAPEL HILL BY:
5 5 10
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420951110\yawdaoR_LAR\:K
Docusign Envelope ID: BB3F1234-C059-43B9-A5B1-4517B27F3C0D
SEE SHEET 1A FOR INDEX OF SHEETS
SEE SHEET 1B FOR CONVENTIONAL PLAN SHEET SYMBOLS
50417.1.1
50417.3.1 CONSTRUCTION
END
D PROJECT
V
L
T B
S
EPHESUS CHURCH RD
IN M
L A
K H
N
A D
R R
F O
F
WILLOW
DR
D
R
D
%15 L
501 IE FORDHAM BLVD (US 15-501) SIDEPATH FROM
F
E
G
ID CLELAND DRIVE TO WILLOW DRIVE
D R
V
L
BEGIN
A
M
B S ESTES
DR
PROJECT H
D
R
O
F
CLELAND
DR
NC
GRID
NSRS
2007
END TIP PROJECT EB-5721
BEGIN TIP PROJECT EB-5721
-L- STA 45+34.69
-L- STA 9+82.50
8
7
6
FORDHAM
BLVD (US
15-501)
TO EPHESUS
4 5 CHURCH RD
FORDHAM BLVD (US 15-501)
TO RALEIGH RD
R
D
T
S
-
D
R R - T 5 W
D 4 U Y - O
- D K - D L
Y
-
N
L
L
L I
1 E 3 E A
Y N E R Y I W
- A L E
L
C R - Y 2 -
T
E S D - F E G W
C I N E S D I
L S
R
O
B
TOWN OF CHAPEL HILL
CONSTRUCTION PLAN APPROVAL
ALL CONSTRUCTION METHODS AND MATERIALS SHALL BE IN ACCORDANCE WITH THE TOWN OF CHAPEL HILL, ORANGE
WATER AND SEWER AUTHORITY (OWASA), AND NCDOT STANDARDS AND SPECIFICATIONS. IN THE EVENT OF A
CONFLICT BETWEEN STANDARDS, THE MORE STRINGENT SHALL GOVERN UNLESS A WAVER IS ISSUED BY THE TOWN
ENGINEER AND/OR AUTHORITY HAVING JURISDICTION (AHJ). UTILITY INSTALLATIONS AND OTHER PUBLIC FACILITIES,
INCLUDING STREETS, SIDEWALKS, STORMWATER AND HANDICAP RAMPS, HAVE BEEN APPROVED BY THE TOWN OF
CHAPEL HILL AND SHALL BE SO INSTALLED UNLESS A CHANGE IS AUTHORIZED BY PRIOR WRITTEN APPROVAL.
PUBLIC WATER/SANITARY SEWER, STORMWATER AND UTILITY EASEMENTS SHALL BE RECORDED PRIOR TO FINAL
ACCEPTANCE AND/OR ISSUANCE OF A CERTIFICATE OF OCCUPANCY BY THE TOWN.
THE TOWN OF CHAPEL HILL MAY REQUIRE REDESIGN AND/OR RECONSTRUCTION OF WORK SHOWN ON THE APPROVED
PLANS, SUBSEQUENT TO SUCH APPROVAL, IF IT BECOMES EVIDENT THAT THE DESIGN IS INADEQUATE TO MEET THE
ACTUAL FIELD CONDITIONS AND/OR IS BASED ON INCOMPLETE, INSUFFICIENT, INACCURATE OR MISLEADING DATA
PORTRAYED ON THE APPROVED PLANS. THE TOWN OF CHAPEL HILL ACCEPTS NO RESPONSIBILITY FOR COSTS
INVOLVED IN SUCH REDESIGN AND/OR RECONSTRUCTION.
ENGINEERING SIGNATURE: THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF THE TOWN OF CHAPEL HILL
DATE:
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II
N O R
P
T R H OFE C S A SI R ON O
A
LIN A
L
SEAL . L R
A 026480 J 2024 STANDARD SPECIFICATIONS
5/11/2026
R R Y
D
E
.
N G
R
I
O
N
B
EE
IN
R S O N ,
LENGTH ROADWAY TIP PROJECT EB-5721 = 0.673 MILES
MAY 1, 2025 JEFFREY W. MOORE, P.E. TOTAL LENGTH TIP PROJECT EB-5721 = 0.673 MILES
2.5
JUNE 2, 2026 5/11/2026

PROJECT REFERENCE NO. SHEET NO.
6202/41/4
EB-5721
ngd.hst_ydr_1275-BE\steehS
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1275-BE
-
420951110\yawdaoR_LAR\:K
Docusign Envelope ID: BB3F1234-C059-43B9-A5B1-4517B27F3C0D
TOWN OF CHAPEL HILL
CONSTRUCTION PLAN APPROVAL 1A
ALL CONSTRUCTION METHODS AND MATERIALS SHALL BE IN ACCORDANCE WITH THE TOWN OF CHAPEL HILL, ORANGE ROADWAY DESIGN
WATER AND SEWER AUTHORITY (OWASA), AND NCDOT STANDARDS AND SPECIFICATIONS. IN THE EVENT OF A C 2022 ENGINEER
CONFLICT BETWEEN STANDARDS, THE MORE STRINGENT SHALL GOVERN UNLESS A WAVER IS ISSUED BY THE TOWN
ENGINEER AND/OR AUTHORITY HAVING JURISDICTION (AHJ). UTILITY INSTALLATIONS AND OTHER PUBLIC FACILITIES, 421 FAYETTEVILLE STREET, SUITE 600
INCLUDING STREETS, SIDEWALKS, STORMWATER AND HANDICAP RAMPS, HAVE BEEN APPROVED BY THE TOWN OF
CHAPEL HILL AND SHALL BE SO INSTALLED UNLESS A CHANGE IS AUTHORIZED BY PRIOR WRITTEN APPROVAL. RALEIGH, NC 27601 TTHH CCAARROO
RR LL
P A U C B C L E I P C T W AN A C TE E R A /S N A D N /O IT R A I R S Y SU S A E N W C E E R , O S F T A O R C M ER W T A IF T I E C R A A T N E D O F U T O I C L C IT U Y P A EA N S C E Y M B E Y N T T S H E SH T A O L W L N B . E RECORDED PRIOR TO FINAL RIGHT-OF-WAY REV. NN OO
RR OO
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NN
II NN AA
THE TOWN OF CHAPEL HILL MAY REQUIRE REDESIGN AND/OR RECONSTRUCTION OF WORK SHOWN ON THE APPROVED STATE OF NORTH CAROLINA CONST. REV. PP AA
PLANS, SUBSEQUENT TO SUCH APPROVAL, IF IT BECOMES EVIDENT THAT THE DESIGN IS INADEQUATE TO MEET THE LL
SEAL
ACTUAL FIELD CONDITIONS AND/OR IS BASED ON INCOMPLETE, INSUFFICIENT, INACCURATE OR MISLEADING DATA
PORTRAYED ON THE APPROVED PLANS. THE TOWN OF CHAPEL HILL ACCEPTS NO RESPONSIBILITY FOR COSTS 024436
INVOLVED IN SUCH REDESIGN AND/OR RECONSTRUCTION.
E N G I N E E R I N G S I G N A D T A U T R E E : :
DIVISION OF HIGHWAYS
5/11/2026
JJ EE FF
FF RR
EE
EE
NN
YY
GGII
WW
NN
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EE
MM
EE RR
OO OO
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DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
GENERAL NOTES
EFF. 01-16-2024
INDEX OF SHEETS 2024 ROADWAY ENGLISH STANDARD DRAWINGS
SHEET NUMBER SHEET 2024 SPECIFICATIONS
THE FOLLOWING ROADWAY STANDARDS AS APPEAR IN "ROADWAY STANDARD DRAWINGS" CONTRACTS
EFFECTIVE: 01-16-2024
1 TITLE SHEET
STANDARDS AND DEVELOPMENT UNIT - N. C. DEPARTMENT OF TRANSPORTATION - RALEIGH, N. C.,
1A INDEX OF SHEETS, GENERAL NOTES, LIST OF ROADWAY STANDARD DRAWINGS
DATED JANUARY 16, 2024 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY
1B CONVENTIONAL SYMBOLS SHEET
GRADE LINE: ARE CONSIDERED A PART OF THESE PLANS:
2A-1 THRU 2A-7 PAVEMENT SCHEDULE AND TYPICAL SECTIONS
GRADING AND SURFACING:
2B-1 SIGHT DISTANCE SHEET STD.NO. TITLE
3A-1 SUMMARY SHEET
3D-1 DRAINAGE SUMMARY SHEET
200.02 METHOD OF CLEARING - METHOD II
4 THRU 8 MULTI-USE PATH AND DRAINAGE PLANS
CLEARING:
225.02 GUIDE FOR GRADING SUBGRADE - SECONDARY AND LOCAL
EC-1A THRU EC-13 EROSION CONTROL PLANS
225.06 METHOD OF GRADING SIGHT DISTANCE AT INTERSECTIONS
TMP-1 THRU TMP-2 TRANSPORTATION MANAGEMENT PLANS CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY
275.01 ROCK PLATING DETAIL
PS-1 THRU PS-2 PAVEMENT MARKING AND SIGNING PLANS METHOD II.
300.01 METHOD OF PIPE INSTALLATION
LA-100 THRU LA-200 LANDSCAPE PLANS
815.02 SUBSURFACE DRAIN
SIDE ROADS:
X-1 THRU X-17 MULTI-USE PATH CROSS-SECTIONS 840.00 CONCRETE BASE PAD FOR DRAINAGE STRUCTURES
840.01 BRICK CATCH BASIN - 12" THRU 54" PIPE
THE CONTRACTOR WILL BE REQUIRED TO DO ALL NECESSARY WORK TO PROVIDE
840.02 CONCRETE CATCH BASIN - 12" THRU 54" PIPE
SUITABLE CONNECTIONS WITH ALL ROADS, STREETS, AND DRIVES ENTERING THE
PROJECT. THIS WORK WILL BE PAID FOR AT THE CONTRACT UNIT PRICE FOR THE 840.03 FRAME, GRATES AND HOOD - FOR USE ON STANDARD CATCH BASIN
PARTICULAR ITEMS INVOLVED. 840.18 CONCRETE GRATED DROP INLET TYPE 'B' - 12" THRU 36" PIPE
840.22 FRAMES AND WIDE SLOT SAG GRATES
SUBSURFACE DRAINS:
840.25 ANCHORAGE FOR FRAMES - BRICK, CONCRETE, OR PRECAST
840.27 BRICK GRATED DROP INLET TYPE 'B' - 12" THRU 36" PIPE
SUBSURFACE DRAINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH STD. NO. 815.02 AT
840.66 DRAINAGE STRUCTURE STEPS
LOCATIONS DIRECTED BY THE ENGINEER.
846.01 CONCRETE CURB, GUTTER AND CURB & GUTTER
STREET TURNOUT: 848.01 CONCRETE SIDEWALK
848.04 STREET TURNOUT
STREET RETURNS SHALL BE CONSTRUCTED IN ACCORDANCE WITH STD. NO. 848.04 USING 848.06 CURB RAMP
THE RADII NOTED ON PLANS. 848.07 CONCRETE SIDEPATH / SHARED USE PATH / GREENWAY CONSTRUCTION
876.01 RIP RAP IN CHANNELS
SUBSURFACE PLANS:
NO SUBSURFACE PLANS ARE AVAILABLE ON THIS PROJECT. THE CONTRACTOR SHOULD
MAKE HIS OWN INVESTIGATION AS TO THE SUBSURFACE CONDITIONS.
UTILITIES:
UTILITY OWNERS ON THIS PROJECT ARE
TOWN OF CHAPEL HILL
NCDOT
DUKE ENERGY PROGRESS
AT&T
OWASA
PUBLIC SERVICE COMPANY OF NC
ANY RELOCATION OF EXISTING UTILITIES WILL BE ACCOMPLISHED BY OTHERS, EXCEPT
AS SHOWN ON PLANS.
CURB RAMPS
CURB RAMPS ARE SHOWN ON THE PLANS AT APPROXIMATE LOCATIONS.
CONSTRUCT ALL CURB RAMPS ACCORDANCE WITH STD 848.06. AND/OR DETAILS IN THE PLANS.

Docusign Envelope ID: BB3F1234-C059-43B9-A5B1-4517B27F3C0D
EB-5721
1B

PROJECT REFERENCE NO. SHEET NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
99/41/5
C 2022
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NC 27601
RIGHT-OF-WAY REV.
CONST. REV.
6202/41/4
EB-5721
ROADWAY DESIGN
ENGINEER
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1275-BE
-
420951110\yawdaoR_LAR\:K
TTHH CCAARROO
RR LL
NN OO
RR OO
FFEESSSSIIOO
NN
II NN AA
PP AA
LL
SEAL
024436
JJ EE FF
FF RR
EE
EE
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GGII
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EE RR
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RR EE
2' 5' 2'
GRADE
POINT
02 02
3:1 1:1
1:1
TRANSITION TAPER FOR
CURB AND RAMP
SCORED CONTRACTION JOINT CL
EXPANSION JOINT
5' CURB
TRANSITION
D DD D
CONC.
CURB
RAMP
8' DROP CURB
TRUNCATED DOME
5' CURB
TRANSITION
EXPANSION JOINT
PAY LIMIT
NOTES:
D
D
1' 1'
TYPICAL BOLLARD PLACEMENT
NO SCALE
'01
2A-1
5'
EXISTING
A1 GROUND
3:1
02
04
EXISTING
GROUND
T
T
TYPICAL SECTION NO. 1
C
-L-
L
2' 5' 2'
EXISTING
GROUND
A2 J2 GRADE
POINT
02 2" 04
1:1 3:1
18" 1:1 18"
GRADE TO T
T 6" THIS LINE
#3 BARS @ 12" O.C. 12" 12"
TYPICAL SECTION NO. 2
-L- STA 13+50.00 TO STA 15+00.00
2
3
'0.3 .NIM
TOWN OF CHAPEL HILL
CONSTRUCTION PLAN APPROVAL
ALL CONSTRUCTION METHODS AND MATERIALS SHALL BE IN ACCORDANCE WITH THE TOWN OF CHAPEL HILL, ORANGE
WATER AND SEWER AUTHORITY (OWASA), AND NCDOT STANDARDS AND SPECIFICATIONS. IN THE EVENT OF A
CONFLICT BETWEEN STANDARDS, THE MORE STRINGENT SHALL GOVERN UNLESS A WAVER IS ISSUED BY THE TOWN
ENGINEER AND/OR AUTHORITY HAVING JURISDICTION (AHJ). UTILITY INSTALLATIONS AND OTHER PUBLIC FACILITIES,
INCLUDING STREETS, SIDEWALKS, STORMWATER AND HANDICAP RAMPS, HAVE BEEN APPROVED BY THE TOWN OF
CHAPEL HILL AND SHALL BE SO INSTALLED UNLESS A CHANGE IS AUTHORIZED BY PRIOR WRITTEN APPROVAL.
PUBLIC WATER/SANITARY SEWER, STORMWATER AND UTILITY EASEMENTS SHALL BE RECORDED PRIOR TO FINAL ACCEPTANCE AND/OR ISSUANCE OF A CERTIFICATE OF OCCUPANCY BY THE TOWN.
THE TOWN OF CHAPEL HILL MAY REQUIRE REDESIGN AND/OR RECONSTRUCTION OF WORK SHOWN ON THE APPROVED
PLANS, SUBSEQUENT TO SUCH APPROVAL, IF IT BECOMES EVIDENT THAT THE DESIGN IS INADEQUATE TO MEET THE
ACTUAL FIELD CONDITIONS AND/OR IS BASED ON INCOMPLETE, INSUFFICIENT, INACCURATE OR MISLEADING DATA
PORTRAYED ON THE APPROVED PLANS. THE TOWN OF CHAPEL HILL ACCEPTS NO RESPONSIBILITY FOR COSTS
INVOLVED IN SUCH REDESIGN AND/OR RECONSTRUCTION.
ENGINEERING SIGNATURE: DATE:
C
-L-
L
C -L- C -L-
L L
2' 2' 2' PAVEMENT SCHEDULE
1'
1'
A1 PROPOSED 4" CONCRETE SIDEWALK
EXISTING
GROUND
A2 PROPOSED 6" CONCRETE MULTI-USE PATH
3:1 PROP. APPROX. 1.5" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, 02 C1
04 AT AN AVERAGE RATE OF 165 LBS. PER SQ. YD.
2
:1
12" 12" EXISTING
3:1 1:1
GROUND :1 1:1
2 PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,
C2
T
12" 12"
J1
SEE NOTE 4
T SEE NOTE 4 D1
TYPICAL SECTION NO. 1B TYPICAL SECTION NO. 1A
E1
-L- STA 10+26.45 TO STA 13+50.00 -L- STA 16+25.00 TO STA 19+55.00 -L- STA 12+75.00 TO STA 13+50.00
-L- STA 15+00.00 TO STA 22+89.93 -L- STA 15+00.00 TO STA 16+25.00
J1 PROPOSED 4" AGGREGATE BASE COURSE
-L- STA 23+25.10 TO STA 25+25.99
-L- STA 25+75.73 TO STA 28+44.56
J2 PROPOSED 6" AGGREGATE BASE COURSE
-L- STA 28+66.91 TO STA 40+85.66
-L- STA 41+30.66 TO STA 45+15.88
R PROPOSED 2'-6" CONCRETE CURB AND GUTTER
T PROPOSED COMPACTED EARTH MATERIAL
7'
02
04
EXISTING 3:1
GROUND :1 2
4" YELLOW
COLD APPLIED
TIE PROPOSED WHEELCHAIR RAMP
PLASTIC
TO CURB AND GUTTER
SEE DETAIL 2
5.0' 5.0'
4' 2'-6"
10' CONCRETE
MULTI-USE PATH
GREENWAY
EXISTING R BOLLARD
PAVEMENT
1:1
TYPICAL BOLLARD
MARKINGS DETAIL
C1 6"
MILLED LAP JOINT C2 T BOLLARD NOTES:
E1 10'
1. PLACEMENT AND MARKING DETAIL APPLIES TO MULTI-USE PATH
AND BRIDGE BOLLARDS. SEE PLANS FOR BOLLARD LOCATIONS.
SAWCUT EXIST D1 CURB RAMP WITH CURB 2. BOLLARDS SHALL BE YELLOW WITH WHITE REFLECTIVE TAPE.
3. BOLLARD AND SIGNS TO BE INSTALLED BY THE CONTRACTOR IN
PAVEMENT
(PLAN VIEW) ACCORDANCE WITH SPECIFICATIONS.
4. BOLLARD PLACEMENT OFFSET FROM INTERSECTIONS IS A MINIMUM
CURB RAMP (GREENWAY) DETAILS OF 5 FEET.
1 CURB AND GUTTER DETAIL
B
ENILHCTAM
A
ENILHCTAM
B
ENILHCTAM
A
ENILHCTAM
Docusign Envelope ID: BB3F1234-C059-43B9-A5B1-4517B27F3C0D
5/11/2026
3'
TACTILE EDGE PAVING STRIP
SEE DETAIL 12/SHEET 2A-4
TACTILE EDGE PAVING STRIP
SEE DETAIL 12/SHEET 2A-4
AT AN AVERAGE RATE OF 165 LBS. PER SQ. YD. IN EACH OF 2 LAYERS
GRADE TO THIS LINE
GRADE TO THIS LINE PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE,
GRADE TO THIS LINE TYPE 119.0C, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.
PROP. APPROX. 4.5" ASPHALT CONCRETE BASE COURSE,
TYPE B25.0C, AT AN AVERAGE RATE OF 513 LBS. PER SQ. YD.
TACTILE EDGE
PAVING STRIP
SEE DETAIL 12/
SHEET 2A-4
NOTES:
1. SEE PLAN SHEETS FOR MULTI-USE PATH SUPERELEVATION
TRANSITIONS.
2. SLOPE SHOULDERS FOR POSITIVE DRAINAGE. IF APPLICABLE,
CONTINUE 0.02 FT/FT SHOULDER SLOPE UNTIL TIE-IN WITH
NATURAL GROUND (SEE CROSS SECTIONS).
3. PAVEMENT EDGE SLOPES ARE 1:1 UNLESS OTHERWISE NOTED.
6" 4. 24" OR 36" TREE ROOT GUIDE, AS DIRECTED BY THE TOWN
3" x36", YELLOW COLLAPSIBLE BOLLARD
(SEE SPECIAL PROVISIONS)
2'
1. CURB RAMPS WILL BE PAID FOR AT THE CONTRACT
UNIT PRICE PER EACH "CONCRETE CURB RAMP (GREENWAY)." GREENWAY BOLLARD DETAILS
2. TRUNCATED DOMES ARE TO BE COLONIAL RED UNLESS OTHERWISE SPECIFIED BY TOWN.
3. ALL REQUIREMENTS OF NCDOT STANDARD DRAWINGS 848.06 (CURB RAMPS) APPLY.

PROJECT REFERENCE NO. SHEET NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
99/41/5
C 2022
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NC 27601
RIGHT-OF-WAY REV.
CONST. REV.
6202/41/4
EB-5721
ROADWAY DESIGN
ENGINEER
ngd.pyt_ydr_1275-BE\steehS
nalP\nalP\)dvlB
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1275-BE
-
420951110\yawdaoR_LAR\:K
TTHH CCAARROO
RR LL
NN OO
RR OO
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NN
II NN AA
PP AA
LL
SEAL
024436
JJ EE FF
FF RR
EE
EE
NN
YY
GGII
WW
NN
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EE
MM
EE RR
OO OO
RR EE
HTAP
DESOPORP
2A-2
10'-0"
PLAN VIEW
PATH
JOINT FILLER SURFACE
1/4"
1/8" RADIUS
6"
1/2"
"0-'01
Docusign Envelope ID: BB3F1234-C059-43B9-A5B1-4517B27F3C0D
TOWN OF CHAPEL HILL
CONSTRUCTION PLAN APPROVAL
ALL CONSTRUCTION METHODS AND MATERIALS SHALL BE IN ACCORDANCE WITH THE TOWN OF CHAPEL HILL, ORANGE
WATER AND SEWER AUTHORITY (OWASA), AND NCDOT STANDARDS AND SPECIFICATIONS. IN THE EVENT OF A
CONFLICT BETWEEN STANDARDS, THE MORE STRINGENT SHALL GOVERN UNLESS A WAVER IS ISSUED BY THE TOWN
ENGINEER AND/OR AUTHORITY HAVING JURISDICTION (AHJ). UTILITY INSTALLATIONS AND OTHER PUBLIC FACILITIES,
INCLUDING STREETS, SIDEWALKS, STORMWATER AND HANDICAP RAMPS, HAVE BEEN APPROVED BY THE TOWN OF
CHAPEL HILL AND SHALL BE SO INSTALLED UNLESS A CHANGE IS AUTHORIZED BY PRIOR WRITTEN APPROVAL.
PUBLIC WATER/SANITARY SEWER, STORMWATER AND UTILITY EASEMENTS SHALL BE RECORDED PRIOR TO FINAL ACCEPTANCE AND/OR ISSUANCE OF A CERTIFICATE OF OCCUPANCY BY THE TOWN.
THE TOWN OF CHAPEL HILL MAY REQUIRE REDESIGN AND/OR RECONSTRUCTION OF WORK SHOWN ON THE APPROVED
PLANS, SUBSEQUENT TO SUCH APPROVAL, IF IT BECOMES EVIDENT THAT THE DESIGN IS INADEQUATE TO MEET THE
ACTUAL FIELD CONDITIONS AND/OR IS BASED ON INCOMPLETE, INSUFFICIENT, INACCURATE OR MISLEADING DATA
PORTRAYED ON THE APPROVED PLANS. THE TOWN OF CHAPEL HILL ACCEPTS NO RESPONSIBILITY FOR COSTS
INVOLVED IN SUCH REDESIGN AND/OR RECONSTRUCTION.
ENGINEERING SIGNATURE: DATE: 5/11/2026
C
-L-
L
EXISTING EXISTING
12"
GROUND 12" GROUND
3:1
3:1
12"
12"
GEOTEXTILE FOR SUBGRADE
STABILIZATION
SHALLOW UNDERCUT
CLASS IV SUBGRADE
STABILIZATION
6 SHALLOW UNDERCUT/SOIL STABILIZATION DETAIL
GALVANIZED STEEL JAW AND SWAGE
TURNBUCKLE TYPICAL OF (3) PER END
POST
END POST (TYP.) POST TO RECEIVE 2
COATS OF WATER BASED SEALANT BEFORE GALVANIZED STEEL JAW AND SWAGE
ANGLED TOP CUT INSTALLATION TURNBUCKLE TYPICAL OF (6) PER
FACING ROAD. (SEE 6' - 0'' O.C. ANCHOR POST
DETAIL INSET ABOVE) (TYP.) GALVANIZED STEEL THREADED EYE BOLT,
NUT AND FLAT WASHER TYPICAL OF (3)
3/8'' DIA. GALVANIZED PER END POST GALVANIZED STEEL 3'' THREADED
C ST A E B E L L E ; T C E O N N SI T O R N A E C D TOR 6'' A EY N E C H B O O R L T PO T S Y T PICAL OF (6) PER H 1/ O 2' L ' D E I ( A TY . D P. R ) ILL 2''
TO SUBMIT SAMPLE ROAD
S A H N E D E T T E C T H O N D IC E A S L IG D N A E T R A / 10'' FACING EQ EQ TRAIL
FACING
OWNER FOR APPROVAL 42'
PRIOR TO CONSTRUCTION CONCRETE FOOTING
10'' TOP OF POST SECTION
6''
CONCRETE FOOTING 24'' EXISTING GRADE 95%
SPD COMPACTED 6''
24''
6'' ABC
POST (PLAN)
4 CONCRETE PATH DETAIL
6'' ABC
LINE ANCHOR POST - TYPICAL (SECTION)
NOTES:
1. TRANSVERSE EXPANSION JOINTS TO BE A MAXIMUM OF 50 FEET. LINE POST - TYPICAL SECTION END ANCHOR POST - TYPICAL SECTION
2. ALL CONCRETE TO BE FINISHED WITH CURING COMPOUND.
NOTES:
1. ALL WOOD FOR FENCE TO BE PRESSURE TREATED YELLOW PINE TREATED WITH CHROMATED COPPER
3. SAWCUT JOINTS EVERY 10 FEET OF WIDTH.
ARSENATE @ NET RETENTION OF 0.40 LBS/CF. WOOD SHALL BE DRIED AFTER TREATMENT. WOOD POST
SHALL HAVE TWO 2" x4" RED RECTANGULA METAL REFLECTORS.
2. ANCHOR POSTS (SEE DETAIL INSET TO RIGHT) SHALL OCCUR EVERY 60; ALONG THE FENCE LINE (MAX.)
7 WOOD POST AND STRANDED CABLE FENCE
5 TRANSVERSE EXPANSION JOINT DETAIL

PROJECT REFERENCE NO. SHEET NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
99/41/5
C 2022
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NC 27601
RIGHT-OF-WAY REV.
CONST. REV.
6202/41/4
EB-5721
ROADWAY DESIGN
ENGINEER
ngd.pyt_ydr_1275-BE\steehS
nalP\nalP\)dvlB
mahdroF(
1275-BE
-
420951110\yawdaoR_LAR\:K
Docusign Envelope ID: BB3F1234-C059-43B9-A5B1-4517B27F3C0D
TOWN OF CHAPEL HILL
CONSTRUCTION PLAN APPROVAL 2A-3
ALL CONSTRUCTION METHODS AND MATERIALS SHALL BE IN ACCORDANCE WITH THE TOWN OF CHAPEL HILL, ORANGE
WATER AND SEWER AUTHORITY (OWASA), AND NCDOT STANDARDS AND SPECIFICATIONS. IN THE EVENT OF A
CONFLICT BETWEEN STANDARDS, THE MORE STRINGENT SHALL GOVERN UNLESS A WAVER IS ISSUED BY THE TOWN
ENGINEER AND/OR AUTHORITY HAVING JURISDICTION (AHJ). UTILITY INSTALLATIONS AND OTHER PUBLIC FACILITIES,
INCLUDING STREETS, SIDEWALKS, STORMWATER AND HANDICAP RAMPS, HAVE BEEN APPROVED BY THE TOWN OF
CHAPEL HILL AND SHALL BE SO INSTALLED UNLESS A CHANGE IS AUTHORIZED BY PRIOR WRITTEN APPROVAL. TTHH CCAARROO
RR LL
P A U C B C L E I P C T W AN A C TE E R A /S N A D N /O IT R A I R S Y SU S A E N W C E E R , O S F T A O R C M ER W T A IF T I E C R A A T N E D O F U T O I C L C IT U Y P A EA N S C E Y M B E Y N T T S H E SH T A O L W L N B . E RECORDED PRIOR TO FINAL NN OO
RR OO
FFEESSSSIIOO
NN
II NN AA
THE TOWN OF CHAPEL HILL MAY REQUIRE REDESIGN AND/OR RECONSTRUCTION OF WORK SHOWN ON THE APPROVED PP AA
PLANS, SUBSEQUENT TO SUCH APPROVAL, IF IT BECOMES EVIDENT THAT THE DESIGN IS INADEQUATE TO MEET THE LL
SEAL
ACTUAL FIELD CONDITIONS AND/OR IS BASED ON INCOMPLETE, INSUFFICIENT, INACCURATE OR MISLEADING DATA
R=250' PORTRAYED ON THE APPROVED PLANS. THE TOWN OF CHAPEL HILL ACCEPTS NO RESPONSIBILITY FOR COSTS 024436
INVOLVED IN SUCH REDESIGN AND/OR RECONSTRUCTION.
R=250' R=250'
E N G I N E E R I N G S I G N A D T A U T R E E : : 5/11/2026
JJ EE FF
FF RR
EE
EE
NN
YY
GGII
WW
NN
..
EE
MM
EE RR
OO OO
RR EE
5'(SEE NOTE)
A B C
70' 70'
6'-6"
A B
NOTES:
1. 5' OFFSET SHOWN FROM THE CENTER OF TREE BUT SHALL ALSO INCLUDE A MINIMUM OF 3' BETWEEN THE TREE
EDGE (ABH) AND TRAIL EDGE.
EQ
2. THIS WORK WILL BE INCIDENTAL TO PAVEMENT ITEMS IN THE CONTRACT.
TRAIL DIVERSION DETAIL
8
EQ
C
4' - 6''
EQ
1' - 1.5'' FINISHED GRADE
CONCRETE FOOTING
GRAVEL BASE
1' - 6''
4''
PROPOSED CONC
1' OR ASPHALT SIDEWALK
AS SHOWN ON PLANS
NOTES:
1. ALL CONCRETE TO BE 3500 P.S.I. COMPRESSIVE STRENGTH
2. TYPE OF PIPE TO BE USED IS 1-5/8'' MAX. O.D. STAINLESS STEEL PIPE
3. INSTALL NO CLOSER THAN 1'-6" FROM THE EDGE OF THE TRAIL
4. ALL JOINTS TO HAVE A 1/2'' FILLET WELD AT ALL JOINTS
5. ALL WELDS TO BE GROUND SMOOTH TO THE TOUCH
6. CONCRETE FOOTING TO BE 1' X 1' SQUARE
7. ON CONCRETE SECTIONS OF TRAIL, INSTALL #4 BARS UP TO 1' X 1' SQUARE FOOTING
10 METAL PEDESTRIAN HANDRAIL DETAIL
9 REINFORCED 2'-6" CONCRETE CURB & GUTTER SECTION

PROJECT REFERENCE NO. SHEET NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
99/41/5
C 2022
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NC 27601
RIGHT-OF-WAY REV.
CONST. REV.
6202/41/4
EB-5721
ROADWAY DESIGN
ENGINEER
ngd.pyt_ydr_1275-BE\steehS
nalP\nalP\)dvlB
mahdroF(
1275-BE
-
420951110\yawdaoR_LAR\:K
2A-4
TTHH CCAARROO
RR LL
NN OO
RR OO
FFEESSSSIIOO
NN
II NN AA
PP AA
LL
SEAL
024436
JJ EE FF
FF RR
EE
EE
NN
YY
GGII
WW
NN
..
EE
MM
EE RR
OO OO
RR EE
6' MAX. POST SPACING
"63
FRONT VIEW
SIDE VIEW
2" X 4" STRINGER
2" X 4" STRINGER
4" X 4" POST
1" X 6" PANEL
1" X 6" PANEL
2"-3" BACKFILL
CONCRETE FOOTING AT
ALL POST LOCATIONS
12"
TOP VIEW
1" X 6" PANEL
4" X 4" POST
2" X 4" STRINGER
"06
4" X 4" POST
NOTES:
1.ALL POSTS AND STRINGERS TO BE TREATED PINE, #1 GRADE OR APPROVED EQUAL.
2.ALL FASTENERS TO BE WEATHER-PROOF AND SIZED PER MFR'S REQUIREMENTS.
3.FENCE LAYOUT AND DETAILING TO BE FINALIZED IN SHOP DRAWING PROCESS.
4.SEE SPECIFICATIONS FOR NOISE ABSORBTION MATERIAL INSTALLATION.
"2/1
"2/1
2
INSTALL NOISE ABSORBTION MATERIAL
BETWEEN 4"X4" POST AND 2"X4" STRINGER
INSTALL NOISE ABSORBTION MATERIAL
BETWEEN 4"X4" POST AND 2"X4" STRINGER
6" SPACE
"27
2'-0"
FRONT - FACING TRAIL BACK - FACING PRIVATE PROPERTY
BURY NOISE ABSORBTION MATERIAL
TO THE CONCRETE FOOTING
BURY NOISE ABSORBTION MATERIAL
TO THE CONCRETE FOOTING
PLAN
BACK - FACING PRIVATE PROPERTY
FRONT - FACING TRAIL
SECTION
ELEVATION
"6
Docusign Envelope ID: BB3F1234-C059-43B9-A5B1-4517B27F3C0D
5/11/2026
TACTILE EDGE:
COLORED CONCRETE WITH
1" WIDE, 1/2" DEEP
GROOVES AT 6" O.C.
NORMAL CONCRETE
LIGHT BROOM FINISH
PERPENDICULAR TO TRAIL
11 72" WOOD FENCE WITH NOISE ABSORPTION COVER
12 TACTILE EDGE PAVING STRIP

PROJECT REFERENCE NO. SHEET NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
99/41/5
C 2022
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NC 27601
RIGHT-OF-WAY REV.
CONST. REV.
6202/41/4
EB-5721
ROADWAY DESIGN
ENGINEER
ngd.pyt_ydr_1275-BE\steehS
nalP\nalP\)dvlB
mahdroF(
1275-BE
-
420951110\yawdaoR_LAR\:K
TTHH CCAARROO
RR LL
NN OO
RR OO
FFEESSSSIIOO
NN
II NN AA
PP AA
LL
SEAL
024436
JJ EE FF
FF RR
EE
EE
NN
YY
GGII
WW
NN
..
EE
MM
EE RR
OO OO
RR EE
EXISTING GROUND
PROPOSED GROUND
EXISTING GROUND
1.5' O.C.
MAX.
'0.2
'0.1
.NIM
.NIM
Docusign Envelope ID: BB3F1234-C059-43B9-A5B1-4517B27F3C0D
2A-5
5/11/2026
3'
WOOD POST CABLE FENCE
1.5'
SEE DETAIL 7/SHEET 2A-2
TOP OF BOULDER TOE MATCH
TACTILE EDGE PAVING STRIP
ELEVATION OF GREENWAY PROFILE
SEE DETAIL 12/SHEET 2A-4
SPACE SOIL LIFTS ACCORDING TO
BANK SLOPE INDICATED IN PLAN AND TIE TO EXISTING GROUND EXISTING GROUND
PROFILE SHEETS, MAX 1:1. AT TOP OF BANK
1.0' SOIL WRAP
FILL GAPS BETWEEN BOULDERS WITH GRADATION
FO
IN
R
S
T
T
H
A
E
LL
L
L
O
I
W
VE
E
C
ST
U T
T
T
W
IN
O
G
L
B
IF
U
T
N
S
D
,
L
T
E
Y
S
P.
2:1
OR
FLATTER
EXISTING STREAM BANK
OF CLASS-A RIP RAP (60%), #57 STONE (30%), 2
COIR FIBER
AND EARTH MATERIAL (10%). FILL B/W BOULDERS AND FILTER FABRIC WITH 1
MATTING DETAIL
GRADATION OF CLASS-A RIP RAP (60%), #57
30" MEAN DIAMETER BOULDERS. PLACE
STONE (30%), AND EARTH MATERIAL (10%). 3" WIDTH MIN BACKFILL BEHIND BOULDERS WITH GRADATION OD
LARGER BOULDERS AS FOOTER ROCKS
TOP OF BOULDER CONTROL
CLASS-I RIP RAP (40%), CLASS-B RIP RAP (30%),
(PLACE FOOTER ROCKS BELOW BOTTOM
POINT 249.50' +/-
#57 STONE (20%), AND EARTH MATERIAL (10%).
NONWOVEN FABRIC TYPE II
ELEVATION OF CHANNEL). BOULDERS
(GEOTEXTILE FOR DRAINAGE) Dt PLACE IN 6" LIFTS AND COMPACT.
ARE TO BE APPROVED BY ENGINEER
FILL VOIDS WITH NATURAL BED MATERIAL.
PRIOR TO INSTALLATION.
FILL GAPS BETWEEN BOULDERS
WITH GRADATION OF CLASS-A RIP
BOULDER MEAN DIAMETER
RAP (60%), #57 STONE (30%),
NOTES:
13 BOULDER TOE PROTECTION 2.5' AMD EARTH MATERIAL (10%). SEE PLANTING PLANS FOR LIVE
STAKE DETAIL 15/SHEET 2A-6.
NONWOVEN FABRIC TYPE II
(GEOTEXTILE FOR DRAINAGE).
BOULDER MEAN DIAMETER
PLACE LARGER BOULDERS AS FOOTER
2.5'
BOULDERS (PLACE FOOTER BOULDERS
BELOW BOTTOM ELEVATION OF CHANNEL).
3' DEEP FOOTING CONSISTING OF
WELL GRADED MIX OF NCDOT
SECTION A-A
CLASS-I (40%), CLASS-B RIP
RAP (30%), #57 STONE (20%),
AND EARTH MATERIAL (10%).
TRENCH TOP
A
LAYER OF COIR
MATTING
COIR MATTING SEAM. OVERLAP MATTING 6" MIN
STAKE SPACING
PER COIR FIBER
0.75' O.C. LIVE CUTTINGS BUNDLES MATTING, SEE
MAX. INSTALLED BETWEEN LIFTS FOR DETAIL
LIFT (TYP.)
THE LOWEST TWO LIFTS.
TIE TO EXISTING GRADE
LIFT (TYP.)
LIVE CUTTING BUNDLE
PLANTED DEPTH
LIVE CUTTING BUNDLE
EXPOSED LENGTH
STREAM FLOW
A
PLAN VIEW
14 BOULDER TOE WITH VEGETATED SOIL LIFT

PROJECT REFERENCE NO. SHEET NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
99/41/5
C 2022
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NC 27601
RIGHT-OF-WAY REV.
CONST. REV.
6202/41/4
EB-5721
ROADWAY DESIGN
ENGINEER
ngd.pyt_ydr_1275-BE\steehS
nalP\nalP\)dvlB
mahdroF(
1275-BE
-
420951110\yawdaoR_LAR\:K
Docusign Envelope ID: BB3F1234-C059-43B9-A5B1-4517B27F3C0D
2A-6
TTHH CCAARROO
RR LL
NN OO
RR OO
FFEESSSSIIOO
NN
II NN AA
PP AA
LL
SEAL
024436
JJ EE FF
FF RR
EE
EE
NN
YY
GGII
WW
NN
..
EE
MM
EE RR
OO OO
RR EE
5/11/2026
WOODEN ANCHOR TRENCH AND TOE
MATTING
ON 1' CENTERS SPACING (O.C.)
IN TRENCH
ANCHORS ON EXISTING TREES AND/OR SHRUBS
ANCHOR OVERLAP 3' CENTERS 1" DRIP LINE
ON 1' CENTERS (SEE NOTE
6)
2"
FLAT TOP END
2"
(CUT IF DAMAGED
DURING INSTALLATION) 1/5 L
24" LATERAL BUD
BANKFULL
DIRECTION
OF FLOW
BARK RIDGE 4/5 L
NOTE: SIDE BRANCH
NAIL MAY BE USED IN LIEU REMOVED
OF NOTCH.
WOODEN ANCHOR DETAIL LOW SEASONAL WATER TABLE
LIVE STAKE, TYP. TOE OF SLOPE
PLAN VIEW 6" OVERLAY (MIN.) 45 degrees TAPER BUTT END
APPROXIMATE BASE FLOW WATER LEVEL
LIVE STAKE DETAIL
PLAN VIEW
18" (TYP.) NOTES:
BARE ROOT,
TYP. 1. LIVE STAKES SHALL BE INSTALLED ON FINISHED STREAM BANKS. "FINISHED" GENERALLY REFERS TO ANY
FLOODPLAIN/
EXISTING AND/OR ALL OF THE FOLLOWING AS SPECIFIED BY THE DESIGNER:
BACKFILL GROUND A. GRADED
B. PREPARED (ROTO-TILLED, RAKED, AND AMENDED),
COIR FIBER
C. SEEDED,
MATTING
D. MULCHED, AND
E. COVERED WITH EROSION CONTROL MATTING.
ANCHORS ON
2. LIVE STAKES SHALL BE FASHIONED FROM DORMANT CUTTINGS OF WOODY PLANT SPECIES (TREES AND
3' CENTERS
SHRUBS) SPECIFIED BY THE DESIGNER AND SHOWN IN TABLE THIS SHEET OR ELSEWHERE IN THE PLANS
6" MIN (E.G.- A PLANTING PLAN).
3. LIVE STAKES SHALL NOT BE PLACED WITHIN THE DRIP LINE OF ANY EXISTING TREES AND/OR SHRUBS
EXTEND MATTING ANCHORS ON
THAT REMAIN ON THE BANKS.
TO TOE OF SLOPE 1' CENTERS
4. DETAILED HANDLING, PREPARATION, AND INSTALLATION GUIDELINES FOR LIVE STAKES SHALL BE
AND KEY IN IN TRENCH
SPECIFIED BY THE DESIGNER, INCLUDING:
A. LIVE STAKES MAY BE STORED UP TO 10 DAYS IN WATER.
MATTING SHALL BE
PLACED IN TRENCH B. ALL LATERAL BRANCHES SHALL BE CAREFULLY REMOVED FROM THE WOODY CUTTINGSP RIOR TO
AND BACKFILLED INSTALLATION.
LIVE STAKE, TYP. C. LIVE STAKES SHALL BE DRIVEN INTO THE GROUND USING A "DEAD BLOW" PLASTIC HAMMER,B Y
CREATING AP ILOT HOLE AND SLIPPING THE STAKE INTO IT, OR WITH THE USE OF AH YDRAULIC INJECTION
TYPICAL STREAM BANK CROSS SECTION
STREAM BED
SYSTEM. SOIL SHALL BE FIRMLY PACKED AROUND THE HOLE AFTER INSTALLATION.
D. SPLIT OR OTHERWISE DAMAGED LIVE STAKES SHALL NOT BE USED.
*ENGINEER TO ADJUST AS NECESSARY, MINIMUMS CANNOT BE ADJUSTED WITHOUT CITY APPROVAL
15 COIR FIBER MATTING
DESIGN VARIABLES
ALL REACHES
DIAMETER 1/2"-2"
LENGTH 2'-3'
SPACING (O.C.) 3'
1
ROWS 2 ROWS
PLACEMENT OF 1ST ROW FROM TOE OF SLOPE 0.5'
1
ROWS SHOULD BE EQUALLY SPACED BETWEEN APPROXIMATE BASEFLOW WATER LEVEL AND BANKFULL.
PLANTING SPACING
COMPOSITION
SCIENTIFIC NAME COMMOM NAME TYPE 1 FEET NNUMBER
OF EACH ZONE ON PER
2 3
CENTER 1,000 SF
CEPHALANTHUS OCCIDENTALIS BUTTON BUSH LS 25
SALIX NIGRA BLACK WILLOW LS 5
SALEX SERICEA SILKY WILLOW LS 30 2-3 250
SAMBUCUS CANADENSIS ELDERBERRY LS 10
CORNUS AMOMUM SILKY DOGWOOD LS 30
16 LIVE STAKE DETAIL

PROJECT REFERENCE NO. SHEET NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
99/41/5
C 2022
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NC 27601
RIGHT-OF-WAY REV.
CONST. REV.
6202/41/4
EB-5721
ROADWAY DESIGN
ENGINEER
ngd.pyt_ydr_1275-BE\steehS
nalP\nalP\)dvlB
mahdroF(
1275-BE
-
420951110\yawdaoR_LAR\:K
2A-7
TTHH CCAARROO
RR LL
NN OO
RR OO
FFEESSSSIIOO
NN
II NN AA
PP AA
LL
SEAL
024436
JJ EE FF
FF RR
EE
EE
NN
YY
GGII
WW
NN
..
EE
MM
EE RR
OO OO
RR EE
22''--66"" CCUURRBB AANNDD GGUUTTTTEERR
ISOMETRIC VIEW OF TRANSITION
*NOTE: SEE STD. DWG. 846.01
FOR GENERAL NOTES
"21
2'-6" C&G
A
A
A
A A A
6"
A 6" 2'-0"
7"
"6 "6
3" RAD.
2'-6"
"7
7"
(cid:129)" RAD.
" RAD.
A
A
A
A A A
A 6" 2'-0"
"6 "6
3" RAD.
2'-6"
"7
Docusign Envelope ID: BB3F1234-C059-43B9-A5B1-4517B27F3C0D
E G D E
E
X I S
F
T I T N R G A V E L 5/11/2026
O
(cid:129)" RAD.
" RAD. " '- 6 " C S U H R O B U L D E R 0 2
1 0
'-
R O M A V E
D
F P
N "
O 0
T A P E
R
T R A N E S R
I T
T
I
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2
'-
8 : 1 G U T T
&
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D
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N S I T I E O X N I S F T
R
I
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N
M
1
G
6
2
'
E
-
'-
D
0
0
G
"
"
E
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V E P D A V S E H M E N T
E N T 7" T R A
M
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V
A
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F
O
E
G
D
E
G
N
I
T
S
I
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E
17 TRANSITION FROM 2'-6" CURB AND GUTTER TO EXIST PAVEMENT