20160585 Ver 2_FB_Greenway_PlanSheets_20191211

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Av
e.HaywoodRd.Haywood Rd.
EdwardsSt.ClingmanAve.S.MeadowRd
.Meadow
Rd.
Amboy Rd.
Amboy Rd.
Fairfax
AvenueHominy Creek
Smith MillCreek
Creek
Railway
Sout
he
r
nRail
way
SouthernRailway
Swannanoa
River
Broad
French River
.01
HospitalMissionMemorial
Hospital
Health CareAston ParkBrevardRd.A
ve.McDowell
St.SouthsideAve.LodgeSt.
BEGIN PROJECT
END PROJECT
74A
70
25
240
WVWMWSSSSWSSROAD
SOIL
LINE
DISTRIBUTION
LINE
DISTRIBUTIONLINEDISTRIBUTION
LINE
DISTRIBUTIO
N
30' SEWER EASEMENT (TYP.)30'
30'
S
EW
ER EAS
E
ME
NT (TYP.)30'CONC. WALKSIGNCREEKCONC. WALKISLANDCONC. ISLANDCONC. COSSSSWVCOH
YD
WV
SCOTSS30' SEWER EASEMENT (TYP.)30'TOP OF BANK
8
" SS 8" SS 8" SS
10" SS
48" SS 8" SS 8" SS 48" SS 8" SS
48" SS
48" SS
R/WR
/W
R/WR/WR/W
R/WR/W
PLANS PREPARED BY:PROJECT NO.:
A15002.00GREENWAYFRENCH BROAD RIVERTRAIL ENGINEER
HYDRAULIC ENGINEER
039201
.
J
A
O
CB M BYERSSNURB .D
MAH
ARG 042574
SEAL
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NILO
RAC HTRO
NLA
NOISSEFO
RPREENIGNEwww.stewartinc.comT 919.380.8750Raleigh, NC 27603Suite 1100223 S. West Street,Firm License No. C-1051VICINITY MAP
1
NORTH CAROLINA
CITY OF ASHEVILLE
GRAPHIC SCALES
=
=
=
DESIGN DATA PROJECT LENGTH
25 50 10050 25 50 10050 5 1010000
PROFILE (HORIZONTAL)PLANS PROFILE (VERTICAL)
0 00
LENGTH OF PROJECT =
20
INDEX OF SHEETS
FRENCH BROAD WEST GREENWAY
TO NEW BELGIUM BREWERY
FROM FRENCH BROAD RIVER PARK
LOCATION: -L1-1.14 MILES
-L1- STA. 10+00.00
BEGIN CONSTRUCTION
-L1- STA. 16+48.64
END -L1- CONSTRUCTION
4
5
6
7 8
9
AMBOY ROADHAYWOOD ROADMEADOW ROAD
LYMAN STREET
SIGNAGE, EROSION CONTROL
DRAINAGE, & LANDSCAPING,
GRADING, PAVING, RETAINING WALL,
TYPE OF WORK:
-L2REV3-
-L2REV3- STA. 63+47.37
END CONSTRUCTION
-L2REV3-
STA. 9+88.21
BEGIN -L2REV3- CONSTRUCTION
END PROJECT
BEGIN PROJECT
LIMITS ESTABLISHED USING METHOD II.
CLEARING ON THIS PROJECT SHALL BE TO
METHOD OF GRADING:
RETAINING WALL #1
RETAINING WALL #2
TIP# U-5019B
CITY OF ASHEVILLE PERMIT# 17-03455PZ & 17-03811FL
CONSTRUCTION PLANSFUNC. CLASSIFICATION
LEAN ANGLE
DESIGN SPEED
GREENWAY
15 DEGRESS
20 MPH
CONSTRUCTION BY THE CITY OF ASHEVILLE
THESE PLANS HAVE BEEN APPROVED FOR
CROSS SECTIONSX1 THRU X37
INDEX OF CROSS SECTIONSXA
RETAINING WALL PLANSW1 THRU W4
SIGNAGE PLANL300
PARKING LAYOUT PLANSL200 THRU L201
PLANTING PLANL100
STORMWATER PLANSSW-1 THRU SW-5
EROSION CONTROL PLANSEC-1 THRU EC-9
PLAN & PROFILE SHEETS4 THRU 9
SUMMARY SHEETS3 THRU 3D-1
TYPICAL SECTION & DETAILS2 THRU 2D3
NOTES1B THRU 1C
STANDARD SYMBOLOGY SHEET1A
TITLE1
1B
GENERAL NOTESGENERAL NOTESGENERAL NOTES NOTES
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
THE CITY OF ASHEVILLE STANDARDS.
ALL STORM DRAIN FRAMES, GRATES, AND HOODS SHALL BE STAMPED WITH IN ACCORDANCE WITH
CITY OF ASHEVILLE TYPICAL GREENWAY CONSTRUCTION NOTES

THE OWNER.
DEPARTURES FROM THE CONTRACT DOCUMENTS SHALL BE MADE WITHOUT THE WRITTEN PERMISSION OF
DEPARTURES AND REASONS THEREOF SHALL BE SUBMITTED TO THE OWNER IN WRITING FOR REVIEW. NO
SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE CONTRACTOR, DETAILS OF SUCH
ASSOCIATED WITH PROJECT AS SET FORTH IN THESE PLANS. IF DEPARTURES FROM THE
THE ENGINEER AND OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS
VEGETATION ON BANKS AND WETLANDS SHOULD BE HAND CUT WITH ROOT MATS UNDISTURBED.

ADDITION TO THE PLANS, COMPENSATION WILL BE PROVIDED PER THE CONTRACT PROVISIONS.
OR DIRECTED BY THE EROSION CONTROL INSPECTOR. IF ADDITIONAL MEASURES ARE REQUIRED IN
CONTRACTOR SHALL PROVIDE SILT FENCING IN ALL AREAS AND EROSION CONTROL MEASURES AS NEEDED
REPRESENTATIVE PRIOR TO CONSTRUCTION.
CONTRACTOR ACCESS FOR TRAIL CONSTRUCTION SHALL BE CONFIRMED BY CONTRACTOR WITH OWNER'S
ACCORDING TO DETAIL.
CONDITION PRIOR TO DISTURBANCE. CLEAN OUT STORM WATER PIPE ONLY IF NOTED ON PLAN AND
PATTERNS OR STRUCTURES BY THE CONTRACTOR SHALL BE CORRECTED BY THE CONTRACTOR TO
AND PIPING AS THEY CURRENTLY EXIST UNLESS NOTED OTHERWISE. ANY DISTURBANCE OF THE
CONTRACTOR SHALL MAINTAIN ALL ABOVE AND BELOW GROUND STORM WATER DRAINAGE AND PATTERNS
OTHER OBSTACLES ETC SHALL BE APPROVED BY CITY OF ASHEVILLE.
EXISTING CONDITIONS PRIOR TO CONSTRUCTION. DEVIATION FROM ALIGNMENT DUE TO LARGE TREES OR
STATIONING IS APPROXIMATE. CONTRACTOR SHALL VERIFY ALL STATIONING FOR APPLICABILITY TO
DURING CONSTRUCTION.
THAN 12 HOURS AT A TIME. PROVISIONS SHALL BE MADE TO MAINTAIN STORM WATER DRAINAGE
CONTRACTOR SHALL ENSURE THAT STORM DRAINAGE DOES NOT REMAIN OUT OF SERVICE FOR LONGER
PIPING ARE IMMEDIATELY PUT INTO SERVICE.
IN SUCH A MANNER THAT THE OLD PIPE AND STRUCTURES ARE REMOVED AND NEW STRUCTURES AND
DEMOLITION, AND SUBSEQUENT CONSTRUCTION OF STORM DRAINAGE FACILITIES SHALL BE PERFORMED
TRAFFIC AWAY FROM HAZARDOUS AREAS.
CONSTRUCTION MUST BE REPLACED AT THE END OF EACH WORK PERIOD TO DIRECT PEDESTRIAN
CONSTRUCTION/SAFETY FENCING REMOVED TO FACILITATE ACCESS BY THE CONTRACTOR FOR
THE SATISFACTION OF THE OWNER, PRIOR TO DEMOBILIZATION AT THE CONCLUSION OF THE PROJECT.
CONTRACTOR SHALL RESTORE ALL LAY DOWN AND STAGING AREAS TO ORIGINAL CONDITIONS AND TO
CONSTRUCTION SHALL BE REPAIRED BY CONTRACTOR.
UTILITIES TO REMAIN SHALL BE PROTECTED BY THE CONTRACTOR. ANY UTILITIES DAMAGED DURING
CONTRACTOR SHALL LOCATE ALL UTILITIES AND UTILITY ELEVATIONS PRIOR TO CONSTRUCTION. ALL
REPRESENTATIVE IMMEDIATELY.
BEGINNING RELATED CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE OWNER'S
AVAILABLE RECORD DRAWINGS. THE CONTRACTOR SHALL VERIFY FIELD CONDITIONS PRIOR TO
EXISTING UTILITIES AND STRUCTURES SHOWN BOTH UNDERGROUND AND ABOVE ARE BASED ON THE BEST
RELOCATION OF EXISTING UTILITIES TO BE COORDINATED WITH THE LOCAL UTILITY PROVIDER(S).
REMOVED FROM THE SITE ON A DAILY BASIS.
MATERIALS OR RUBBISH CAUSED BY HIM, HIS EMPLOYEES, OR HIS WORK. ALL DEBRIS SHALL BE
THE CONTRACTOR MUST, AT ALL TIMES, KEEP THE PREMISES FREE FROM ACCUMULATIONS OF WASTE
ETC. THAT MAY BE REQUIRED.
THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS, EQUIPMENT,
NO GRADING IS TO OCCUR IN THE TREE PROTECTION AREAS OR TREE CRITICAL ROOT ZONES.
TO BE REMOVED FROM REMAINING VEGETATION.
INCLUDING TREE REMOVAL, IN SUCH A MANNER AS TO CLEARLY AND ADEQUATELY SEPARATE ALL TREES
ALL TREE PROTECTION FENCING SHALL BE INSTALLED PRIOR TO LAND DISTURBANCE OPERATIONS
LIMITS OF DEMOLITION TO OBTAIN A CLEAN EDGE.
WHERE ASPHALT OR CONCRETE SECTIONS ARE REMOVED, CONTRACTOR SHALL USE A SAW CUT AT THE
NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES.
APPLICABLE REQUIREMENTS OF THE CITY OF ASHEVILLE STANDARD SPECIFICATIONS AND THE 2018
THE CONTRACTOR SHALL PERFORM ALL CONSTRUCTION ACTIVITIES IN ACCORDANCE WITH THE
WITH SIGNS THAT READ TRAIL CLOSED FOR CONSTRUCTION.
THE CONTRACTOR SHALL ENSURE THAT ALL ACCESS POINTS LEADING TO THE TRAIL ARE POSTED 21.
SAFETY RAILING SHALL BE LOCATED AS SHOWN ON PLANS. 20.
THE EDGES OF PAVED TRAILS SHALL BE A MINIMUM OF 2' TO THE EDGE OF RAISED MANHOLES. 19.
GATES OR BOLLARDS AS SHOWN ON THE PLANS.
ALL TRAILS THAT INTERSECT WITH ROADS OR PARKING LOTS SHALL BE SECURED WITH STANDARD 18.
TO PAVING. A MINIMUM OF 95% COMPACTION IS REQUIRED.
PLACEMENT OF FABRIC AND 6’’ OF CRUSHED STONE. THE TRAIL SHALL ALSO BE PROOF ROLLED PRIOR
THE ENGINEERING INSPECTOR SHALL INSPECT PROOF ROLL OF GREENWAY TRAIL PRIOR TO 17.
UTILIZING THE TRAIL SHALL BE REMOVED DURING CONSTRUCTION.
AS DIRECTED BY THE PARK PLANNER. DEAD TREES THAT PRESENT A DANGER TO PEDESTRIANS
5 FEET FROM THE OUTSIDE EDGE OF THE TRAIL. REMOVE DANGEROUS TREE LIMBS HANGING OVER TRAIL
TREES SHALL BE LIMBED UP A VERTICAL DISTANCE OF 10 FEET FROM THE FOREST FLOOR, WITHIN 16.
CLASS B RIP-RAP DISSIPATER WITH FILTER FABRIC SHALL BE INSTALLED AT THE PIPE OUT-FLOW.
DRAINAGE CULVERTS SHALL BE CONCRETE AND HAVE A FLARED END SECTION ON BOTH ENDS. A 15.
AND SLICK SPOTS ON GREENWAY TRAIL.
ADDITIONAL CULVERTS WILL BE ADDED AS NEEDED DURING CONSTRUCTION TO PREVENT EROSION 14.
CULVERTS.
WATER ON EITHER SIDE OF THE TRAIL. INSTALL DIVERSION DITCH AS NEEDED TO DIRECT WATER TO
GRADE SIDE SLOPES AND ADJACENT GROUND TO DRAIN. ENSURE THAT THERE IS NO STANDING 13.
ALL DISTURBED AREAS SHALL BE SEEDED PER SPECIFICATION. 12.
SIDE SLOPE SHALL BE 2:1 MAXIMUM AND 2% MINIMUM SLOPE EXCEPT WHERE OTHERWISE NOTED. 11.
SHOWN ON THE PLANS AND CROSS-SECTIONS.
TRAIL TO EXHIBIT 2% CROSS SLOPE TOWARDS CREEK OR LOW AREA, OR PER SUPER ELEVATIONS 10.
PROPOSED PAVEMENT SHALL MEET EXISTING PAVEMENT FLUSH. 9.
CONTRACTOR TO CALL FOR UTILITY LOCATIONS PRIOR TO CONSTRUCTION. 8.
INSTALL REQUIRED EROSION CONTROL MEASURE PRIOR TO CONSTRUCTION. 7.
ASHEVILLE SITE INSPECTOR.
ERECT TREE PROTECTION FENCE ALONG LIMIT OF CONSTRUCTION FOR INSPECTION BY CITY OF 6.
STAKED CENTERLINE OF THE TRAIL IS TO BE APPROVED BY THE CITY OF ASHEVILLE, 5.
PLAN. THE TRAIL IS TO BE STAKED AT 50’ INTERVALS IN THE FIELD.
CONTRACTOR SHALL RETAIN A PLS TO STAKE CENTERLINE OF THE TRAIL AS SHOWN ON THE LAYOUT 4.
CONTRACTOR SHALL CONFINE CONSTRUCTION ACTIVITY WITHIN LIMITS OF CONSTRUCTION. 3.
CONSTRUCTION MEETING.
CONTRACTOR SHALL SUBMIT ANY AND ALL SHOP DRAWINGS BEFORE THE TIME OF OR AT THE PRE- 2.
SPECIFICATIONS.
TRAIL SHALL BE CONSTRUCTED PER PLANS AND ACCORDING TO ALL OTHER PERTINENT DETAILS AND 1.ANILO
RAC HTRO
NLA
NOISSEFO
RPREENIGNE047504
SEAL
LLENOMOD .M
CIR
EPLANS PREPARED BY:PROJECT NO.:
A15002.00GREENWAYFRENCH BROAD RIVERTRAIL ENGINEER
HYDRAULIC ENGINEERwww.stewartinc.comT 919.380.8750Raleigh, NC 27603Suite 1100223 S. West Street,Firm License No. C-1051
2
J1
T
PAVEMENT SCHEDULE
V1 GEOTEXTILE SEPERATOR FABRIC
PROPOSED 6" AGGREGATE BASE COURSE.
EARTH MATERIAL.
DETAILED INFORMATION.
SEE PROJECT GEOTECH REPORT FOR MORE
PERFORMED IN EACH LIFT BY A SOILS TECHNICIAN.
OBTAINED, FIELD DENSITY TESTING SHOULD BE
THAT THE SPECIFIED DEGREE OF COMPACTION IS
STANDARD PROCTOR MAXIMUM DRY DENSITY. TO CONFIRM
PLACED SHOULD BE COMPACTED TO 98 PERCENT OF THE
TEST. THE UPPER 12 INCHES OF THE STRUCTURAL FILL
PROCTOR COMPACTION
OPTIMUM MOISTURE AS DEFINED BY THE STANDARD
DENSITY AND WITHIN 3 PERCENT OF THE
COMPACTED TO AT LEAST 95 PERCENT OF MAXIMUM DRY
OF 8 INCHES OR LESS (LOOSE MEASURE), AND
STRUCTURAL FILL SHOULD BE PLACED IN UNIFORM LIFTS
A1
WELDED WIRE MESH.
4.5" PORTLAND CEMENT CONCRETE PAVEMENT WITH
C1
229 LBS. PER SQ. YD.
COURSE, TYPE S9.5B, AT AN AVERAGE RATE OF
PROP. APPROX. 2" ASPHALT CONCRETE SURFACE
480 LBS. PER SQ. YD.
COURSE, TYPE I19.0B, AT AN AVERAGE RATE OF
PROP. APPROX. 4" ASPHALT CONCRETE SURFACE
D1
TYPICAL SECTION NO. 2
HD 10' ASPHALT GREENWAY SECTION
TYPICAL SECTION NO. 1
C1
J1V1
T
T
D1
2:1 MIN
0.02 0.02
VAR SEE X-SECTI
ONSX-SECTI
ONSVAR SEE0.02
5'5'
CL
2' SHLD.
C1
J1 V1
TT
GRADE TO THIS LINE
2' SHLD.
GRADE POINT
0.020.02 0.02
5'5'
CL
2' SHLD.
GRADE TO THIS LINE
2' SHLD.
GRADE POINT
-L2REV3- STA. 14+68.05 TO 25+00.00
-L2REV3-
-L1-, -L2REV3-, -PL2-
GROUND
ORIGINAL
GROUND
ORIGINAL
X-SECTIONSVAR SEE
GROUND
ORIGINAL
2:1 M
IN
VAR SEE X-SECTIONS
GROUND
ORIGINAL
0.02
0.02
BY CONTSTRUCTION.
CONTRACTOR IS RESPONSIBLE FOR RE-ESTABLISHING ALL SLOPES DISTRUBED3.
SHOULDERS TO MATCH CROSS SLOPE OF GREENWAY TRAIL.2.
DIRECTION OF SLOPE.
CROSS SLOPE DIRECTION VARIES. SEE PLAN VIEW AND CROSS SECTIONS FOR1.
NOTES:
LD TYPICAL 10' ASPHALT GREENWAY SECTION
-PL2- STA. 10+00.00 TO 10+75.78
-L2REV3- STA. 9+88.21 TO 14+68.05
-L1- STA. 10+00.00 TO 15+60.00
AND SHEET 3D-1
DETAIL 12
SEE SWALE
AND SHEET 3D-1
DETAIL 12
SEE SWALE
SHEET 2C
SEE DETAIL 1 AND 4
SAFETY RAIL*
SHEET 2C
SEE DETAIL 1 AND 4
SAFETY RAIL*
WHERE INDICATED ON PLAN SHEETS
USE STANDARD SPLIT-RAIL FENCE
SLOPE ≥ 1:1 AND DROP OF 1'
SLOPE ≥ 2:1 AND DROP OF 4'
SLOPE ≥ 3:1 AND DROP OF 6'
FOLLOWING CIRCUMSTANCES:
*PROVIDE A SAFETY RAIL FOR THE
WHERE INDICATED ON PLAN SHEETS
USE STANDARD SPLIT-RAIL FENCE
SLOPE ≥ 1:1 AND DROP OF 1'
SLOPE ≥ 2:1 AND DROP OF 4'
SLOPE ≥ 3:1 AND DROP OF 6'
FOLLOWING CIRCUMSTANCES:
*PROVIDE A SAFETY RAIL FOR THE
SEE CROSS-SECTIONSVARIABLE SLOPE
GROUND
ORIGINAL
4.5"
A1
0.020.02
T
COMPACTED SUBGRADE (95% MIN.)
TYPICAL SECTION NO. 3
10' CONCRETE SECTION
0.02
5'5'
CL
1' SHLD.
GRADE TO THIS LINE
GRADE POINT
SHEET 2C
SEE DETAIL 4
SAFETY RAIL*
GROUND
ORIGINALSEE CROSS-SECTI
ONSVARI
ABLE SLOPEVAR SEE X-SECTIONS
GROUND
ORIGINAL
WHERE INDICATED ON PLAN SHEETS
USE STANDARD SPLIT-RAIL FENCE
SLOPE ≥ 1:1 AND DROP OF 1'
SLOPE ≥ 2:1 AND DROP OF 4'
SLOPE ≥ 3:1 AND DROP OF 6'
FOLLOWING CIRCUMSTANCES:
*PROVIDE A SAFETY RAIL FOR THE
1' SHLD.
0.02
-L1-, -L2REV3-
-L2REV3- STA. 63+15.00 TO 63+47.37
-L1- STA. 15+60.00 TO 16+48.62 PLANS PREPARED BY:PROJECT NO.:
A15002.00GREENWAYFRENCH BROAD RIVERTRAIL ENGINEER
HYDRAULIC ENGINEERSNURB .D
MAH
ARG 042574
SEAL
A
NILO
RAC HTRO
NLA
NOISSEFO
RPREENIGNEwww.stewartinc.comT 919.380.8750Raleigh, NC 27603Suite 1100223 S. West Street,Firm License No. C-1051
2A
0.02
T
18"
6"
12"
4.5"
A1
0.020.02
T
6"
COMPACTED SUBGRADE (95% MIN.)
TYPICAL SECTION NO. 4
10' CONCRETE SECTION
0.02
VAR SEE X-SECTIONS2:1 MIN
X-SECTI
ONSVAR SEE5'5'
CL
1' SHLD.
GRADE TO THIS LINE
1' SHLD.
GRADE POINT
-L2REV3-
0.02
T
18"
6"
12"
4.5"
A1
0.020.02
6"
COMPACTED SUBGRADE (95% MIN.)
TYPICAL SECTION NO. 6
10' CONCRETE SECTION
5'5'
CL
GRADE TO THIS LINE
GRADE POINT
-L2REV3- STA. 50+15.00 TO 53+24.00
-L2REV3-
PAVE TO FACE OF WALL2:1S
E
E

C
RO
S
S
-S
E
C
T
IO
N
S
V
A
R
IA
B
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S
LO
P
E
1' SHLD.
VAR OR
J1
T
PAVEMENT SCHEDULE
V1 GEOTEXTILE SEPERATOR FABRIC
PROPOSED 6" AGGREGATE BASE COURSE.
EARTH MATERIAL.
DETAILED INFORMATION.
SEE PROJECT GEOTECH REPORT FOR MORE
PERFORMED IN EACH LIFT BY A SOILS TECHNICIAN.
OBTAINED, FIELD DENSITY TESTING SHOULD BE
THAT THE SPECIFIED DEGREE OF COMPACTION IS
STANDARD PROCTOR MAXIMUM DRY DENSITY. TO CONFIRM
PLACED SHOULD BE COMPACTED TO 98 PERCENT OF THE
TEST. THE UPPER 12 INCHES OF THE STRUCTURAL FILL
PROCTOR COMPACTION
OPTIMUM MOISTURE AS DEFINED BY THE STANDARD
DENSITY AND WITHIN 3 PERCENT OF THE
COMPACTED TO AT LEAST 95 PERCENT OF MAXIMUM DRY
OF 8 INCHES OR LESS (LOOSE MEASURE), AND
STRUCTURAL FILL SHOULD BE PLACED IN UNIFORM LIFTS
A1
WELDED WIRE MESH.
4.5" PORTLAND CEMENT CONCRETE PAVEMENT WITH
C1
229 LBS. PER SQ. YD.
COURSE, TYPE S9.5B, AT AN AVERAGE RATE OF
PROP. APPROX. 2" ASPHALT CONCRETE SURFACE
480 LBS. PER SQ. YD.
COURSE, TYPE I19.0B, AT AN AVERAGE RATE OF
PROP. APPROX. 4" ASPHALT CONCRETE SURFACE
D1
GROUND
ORIGINAL
GROUND
ORIGINAL
GROUND
ORIGINAL
GROUND
ORIGINALVAR SEE X-SECTI
ONSGROUND
ORIGINAL
GROUND
ORIGINAL
SHEETS W1 & W2)
(SEE DETAILS & PROFILE
HEIGHT VARIES.
RETAINING WALL,
#4 BARS @ 8" EW
#4 BARS @ 8" EW
TYPICAL SECTION NO. 5
BY CONTSTRUCTION.
CONTRACTOR IS RESPONSIBLE FOR RE-ESTABLISHING ALL SLOPES DISTRUBED3.
SHOULDERS TO MATCH CROSS SLOPE OF GREENWAY TRAIL.2.
DIRECTION OF SLOPE.
CROSS SLOPE DIRECTION VARIES. SEE PLAN VIEW AND CROSS SECTIONS FOR1.
NOTES:
**VARIES **VARIES
-L2REV3- STA. 36+65.00 TO 38+85.00
**-L2REV3- STA. 36+55.00 TO 36+65.00 (SEE PLANS)
**-L2REV3- STA. 38+85.00 TO 38+95.00 (SEE PLANS)
0.02
T
18"
6"
12"
4.5"
A1
0.020.02
T
6"
COMPACTED SUBGRADE (95% MIN.)
0.02
VAR SEE X-SECTIONS
CL
1' SHLD.
GRADE TO THIS LINE
1' SHLD.
GRADE POINT
-L2REV3-
S
E
E
C
RO
S
S
-S
E
C
T
IO
N
S
VA
R
IA
B
L
E

S
LO
P
E
GROUND
ORIGINAL
GROUND
ORIGINAL
GROUND
ORIGINALVAR SEE X-SECTI
ONS#4 BARS @ 8" EW
4'4'
10' CONCRETE SECTION
SEE CROSS-SECTIONSVARIABLE SLOPE
GROUND
ORIGINAL
SEE CROSS-SECTI
ONSVARI
ABLE SLOPEAND SHEET 3D-1
DETAIL 12
SEE SWALE
SHEET 2C
SEE DETAIL 1 AND 4
SAFETY RAIL*
WHERE INDICATED ON PLAN SHEETS
USE STANDARD SPLIT-RAIL FENCE
SLOPE ≥ 1:1 AND DROP OF 1'
SLOPE ≥ 2:1 AND DROP OF 4'
SLOPE ≥ 3:1 AND DROP OF 6'
FOLLOWING CIRCUMSTANCES:
*PROVIDE A SAFETY RAIL FOR THE
WHERE INDICATED ON PLAN SHEETS
USE STANDARD SPLIT-RAIL FENCE
SLOPE ≥ 1:1 AND DROP OF 1'
SLOPE ≥ 2:1 AND DROP OF 4'
SLOPE ≥ 3:1 AND DROP OF 6'
FOLLOWING CIRCUMSTANCES:
*PROVIDE A SAFETY RAIL FOR THE
WHERE INDICATED ON PLAN SHEETS
USE STANDARD SPLIT-RAIL FENCE
SLOPE ≥ 1:1 AND DROP OF 1'
SLOPE ≥ 2:1 AND DROP OF 4'
SLOPE ≥ 3:1 AND DROP OF 6'
FOLLOWING CIRCUMSTANCES:
*PROVIDE A SAFETY RAIL FOR THE
SHEET 2C
SEE DETAIL 1 AND 4
SAFETY RAIL*
SHEET 2C
SEE DETAIL 1 AND 4
SAFETY RAIL*
-L2REV3- STA. 53+24.00 TO 61+55.00
-L2REV3- STA. 38+95.00 TO 50+15.00
-L2REV3- STA. 25+00.00 TO 36+55.00
-L1- STA. 15+60.00 TO 16+48.62
PLANS PREPARED BY:PROJECT NO.:
A15002.00GREENWAYFRENCH BROAD RIVERTRAIL ENGINEER
HYDRAULIC ENGINEERSNURB .D
MAH
ARG 042574
SEAL
A
NILO
RAC HTRO
NLA
NOISSEFO
RPREENIGNEwww.stewartinc.comT 919.380.8750Raleigh, NC 27603Suite 1100223 S. West Street,Firm License No. C-1051
2B
TYPICAL SECTION NO. 8
USE TYPICAL SECTION FOR THE FOLLOWING:
0.02
0.02 0.02
0.02
C1
V1
T
T
GRADE TO THIS LINE
GRADE POINT
3:1
CL
D1
11'11'18'18'
-PL1-
STALLS
PARKING
STALLS
PARKING
LANE
DRIVING
LANE
DRIVING
-PL1- STA. 10+35.80 TO 13+51.39
58' ASPHALT PARKING SECTION3:14.5"
A1
0.020.02
T
COMPACTED SUBGRADE (95% MIN.)
TYPICAL SECTION NO. 7
10' CONCRETE SECTION
0.02
5'5'
CL
1' SHLD.
GRADE TO THIS LINE
GRADE POINT
-L2REV3-
S
E
E
C
RO
S
S
-S
EC
T
IO
N
S
VA
R
IA
B
L
E

S
LO
P
E
J1
T
PAVEMENT SCHEDULE
V1 GEOTEXTILE SEPERATOR FABRIC
PROPOSED 6" AGGREGATE BASE COURSE.
EARTH MATERIAL.
DETAILED INFORMATION.
SEE PROJECT GEOTECH REPORT FOR MORE
PERFORMED IN EACH LIFT BY A SOILS TECHNICIAN.
OBTAINED, FIELD DENSITY TESTING SHOULD BE
THAT THE SPECIFIED DEGREE OF COMPACTION IS
STANDARD PROCTOR MAXIMUM DRY DENSITY. TO CONFIRM
PLACED SHOULD BE COMPACTED TO 98 PERCENT OF THE
TEST. THE UPPER 12 INCHES OF THE STRUCTURAL FILL
PROCTOR COMPACTION
OPTIMUM MOISTURE AS DEFINED BY THE STANDARD
DENSITY AND WITHIN 3 PERCENT OF THE
COMPACTED TO AT LEAST 95 PERCENT OF MAXIMUM DRY
OF 8 INCHES OR LESS (LOOSE MEASURE), AND
STRUCTURAL FILL SHOULD BE PLACED IN UNIFORM LIFTS
A1
WELDED WIRE MESH.
4.5" PORTLAND CEMENT CONCRETE PAVEMENT WITH
C1
229 LBS. PER SQ. YD.
COURSE, TYPE S9.5B, AT AN AVERAGE RATE OF
PROP. APPROX. 2" ASPHALT CONCRETE SURFACE
480 LBS. PER SQ. YD.
COURSE, TYPE I19.0B, AT AN AVERAGE RATE OF
PROP. APPROX. 4" ASPHALT CONCRETE SURFACE
D1
GROUND
ORIGINAL
GROUND
ORIGINAL
GROUND
ORIGINAL
SHEETS W1 & W2)
(SEE DETAILS & PROFILE
HEIGHT VARIES.
RETAINING WALL,
J1
BY CONTSTRUCTION.
CONTRACTOR IS RESPONSIBLE FOR RE-ESTABLISHING ALL SLOPES DISTRUBED3.
SHOULDERS TO MATCH CROSS SLOPE OF GREENWAY TRAIL.2.
DIRECTION OF SLOPE.
CROSS SLOPE DIRECTION VARIES. SEE PLAN VIEW AND CROSS SECTIONS FOR1.
NOTES:
WHERE INDICATED ON PLAN SHEETS
USE STANDARD SPLIT-RAIL FENCE
SLOPE ≥ 1:1 AND DROP OF 1'
SLOPE ≥ 2:1 AND DROP OF 4'
SLOPE ≥ 3:1 AND DROP OF 6'
FOLLOWING CIRCUMSTANCES:
*PROVIDE A SAFETY RAIL FOR THE
SHEET 2C
SEE DETAIL 4
SAFETY RAIL*
-L2REV3- STA. 61+55.00 TO 62+00.00
PLANS PREPARED BY:PROJECT NO.:
A15002.00GREENWAYFRENCH BROAD RIVERTRAIL ENGINEER
HYDRAULIC ENGINEERSNURB .D
MAH
ARG 042574
SEAL
A
NILO
RAC HTRO
NLA
NOISSEFO
RPREENIGNEwww.stewartinc.comT 919.380.8750Raleigh, NC 27603Suite 1100223 S. West Street,Firm License No. C-1051
2C
5
STANDARD SAFETY RAIL4
DOUBLE GATE
NTS
ASPHALT TRAIL/ GREENWAY
GREENWAY TYPICAL SIGN INSTALLATION
U-CHANNEL POST
3'
2"
4"x4" POST
1'-0"
#57 WASHED STONE, (TYP.)
COMPACTED SUBGRADE 2'-0"5'-0"2"1'-6"4"
PREVENT THEFT/REMOVAL
HARDWARE TO BE GALVANIZED AND FILED TO
MOUNT SIGN TO POST TO NCDOT SPECS. ALL
FOOTING, (TYP.)
CLASS B CONC.
DRAWING 904.50
AND BE INSTALLED PER NCDOT STANDARD
MEET NCDOT AND MUTCD SIGN REQUIREMENTS,
TRAFFIC AND SIGNS ALONG ROADWAYS SHALL
2.SIGNS ASSOCIATED WITH VEHICULAR
1. SEE PLANS FOR SIGN TYPE AND SIZE.
NOTES:
U-CHANNEL POST
3'
2"
4"x4" POST
1'-0"
#57 WASHED STONE, (TYP.)
COMPACTED SUBGRADE 2'-0"5'-0"2"1'-6"4"
PREVENT THEFT/REMOVAL
HARDWARE TO BE GALVANIZED AND FILED TO
MOUNT SIGN TO POST TO NCDOT SPECS. ALL
FOOTING, (TYP.)
CLASS B CONC.
DRAWING 904.50
AND BE INSTALLED PER NCDOT STANDARD
MEET NCDOT AND MUTCD SIGN REQUIREMENTS,
TRAFFIC AND SIGNS ALONG ROADWAYS SHALL
2.SIGNS ASSOCIATED WITH VEHICULAR
1. SEE PLANS FOR SIGN TYPE AND SIZE.
NOTES:
TRANSVERSE EXPANSION JOINT
JOINT FILLER
5"
1/2"
:
1. TRANSVERSE EXPANSION JOINTS TO BE A MAXIMUM OF 40 FEET.
NOTE
GROOVE JOINT
5"
1/8"
: NOTE
GROOVE JOINT
CONCRETE GREENWAY JOINTS
GREENWAY TYPICAL SIGN INSTALLATION
1. PLACE GROOVE JOINTS EVERY 10'.
3
CONCRETE/ASPHALT TRAIL/ GREENWAY
ANILO
RAC HTRO
NLA
NOISSEFO
RPREENIGNE047504
SEAL
LLENOMOD .M
CIR
E
2) END POST SHALL BE TERMINAL POST.
1) ALL WOOD FOR SPLIT RAIL FENCE TO BE PRESSURE TREATED.
:NOTES
TAPERED TIPS TO MEET SLOTS
10' x 3.5" x 1.5" RAILS WITH
4.5"
6"
10"
FRONT VIEW
PERSPECTIVE VIEW
4.5" SLOTS
6"
10"
3'-10"
1'-6"
3.5"
10'-0"
EXISTING SOIL
CONCRETE FOOTING
EXISTING GRADE
POST
RAIL
RAI
LSLOT
1'-3"
POST (TYPICAL)
POST
END
1
STANDARD SPLIT-RAIL FENCE
2
SURFACE
CONCRETE
SURFACE
CONCRETE
SLEEVE
POST PLANS PREPARED BY:PROJECT NO.:
A15002.00GREENWAYFRENCH BROAD RIVERTRAIL ENGINEER
HYDRAULIC ENGINEERwww.stewartinc.comT 919.380.8750Raleigh, NC 27603Suite 1100223 S. West Street,Firm License No. C-1051
10 FT.1'SOLID YELLOW LINE 4"
PAINT STRIPE -6'6'10'EDGE OF PAVEMENT
TYPICAL BOLLARD PLACEMENT & PAVEMENT MARKING
COLLAPSIBLE BOLLARD
PERMANENT BOLLARD
PERMANENT BOLLARD
2C-1
6
7
BOLLARDS
ANILO
RAC HTRO
NLA
NOISSEFO
RPREENIGNE047504
SEAL
LLENOMOD .M
CIR
E
ACCESSIBLE PARKING SIGNAGE
8 NTS PLANS PREPARED BY:PROJECT NO.:
A15002.00GREENWAYFRENCH BROAD RIVERTRAIL ENGINEER
HYDRAULIC ENGINEERwww.stewartinc.comT 919.380.8750Raleigh, NC 27603Suite 1100223 S. West Street,Firm License No. C-1051
1975
197519 8 0
1980
19801980
198019801980
1980
1980198019801980
1
9
8
0
1980
1980
19801980198019801980198019801980198019
8
5
1985
1985
1985
1985
1985
1 9 8 5
1985 19851985199019901990
1990
1 9 9 0 19901995
1995
1995
2000
2000
2005 20052010
2015
PLANS PREPARED BY:PROJECT NO.:
A15002.00GREENWAYFRENCH BROAD RIVERTRAIL ENGINEER
HYDRAULIC ENGINEERwww.stewartinc.comT 919.380.8750Raleigh, NC 27603Suite 1100223 S. West Street,Firm License No. C-1051WVWMWSSW1
8
" RCP
WOODEN FENCE
GATE
GATE
CONC. PAD ANTENNA
GATERIVERVIEW DR.
(ASPHALT - R/W VARIES)
AREA
PARKING
GRAVEL
COLUMNS
CONC.
DRIVE
ASPH.
DRIVE
ASPH.
DRIVEGRAVEL
INV.=1988.19'INV.=1990.30'TANKGATE
GATE
GATE8" SS
10" SS
48" SS 8" SS 48" SS
30' SEWER EASEMENT (TYP.)30'-PL1--PL2-
PAVEMENT REMOVAL
LD ASPHALT PAVEMENT
CONCRETE PAVEMENT
HD ASPHALT PAVEMENT
10 11 12 13 14 15
1,960
1,970
1,980
1,990
2,000
2,010 2,010
2,000
1,990
1,980
1,970
1,960
2,010
2,000
1,990
1,980
1,970
1,960
10 11 12 13 14 15
2,010
2,000
1,990
1,980
1,970
1,960
4A
SCALE = 30'
SEE SHEET 4FOR REFERENCE ONLY
SEE SHEET 4FOR REFERENCE ONLY
15"
EL. = 1979.47
-PL1- STA. 10+35.80
BEGIN GRADE
EL. = 1985.56
-PL1- STA. 13+51.39
END GRADE
(+)3.6556%
(+)7.0000%(+)4.0000%(+)0.0000%
PI = 10+51.00
EL = 1,980.02'
VC = 30'
PI = 10+89.00
EL = 1,982.68'
VC = 46'
PI = 11+60.89
EL = 1,985.56'
VC = 50'(-)6.381%
(-)2.00%
(-)2.00%
EL. = 1980.19
-PL2- STA. 10+75.78
TIE TO EXISTING GREENWAY
END GRADE
EL. = 1984.66
-PL2- STA. 10+00
TIE TO PROPOSED PARKING LOT
BEGIN GRADE
PI = 10+02.50
EL = 1,984.61'
VC = 4'
PI = 10+70.00
EL = 1,980.30'
VC = 4'
-PL2-
-PL1-1111 TYPTYPTYP1118TYP18R=15R=40-PL2- PC Sta. 10+43.37
-PL2- PT Sta. 10+70.91
-PL2- POT Sta. 10+85.05
-PL1- POT Sta. 13+82.66
-PL1- PT Sta. 12+69.41
-PL1- PC Sta. 12+53.61
-PL1- PT Sta. 12+35.29
-PL1- PC Sta. 11+68.16
-PL1- PT Sta. 11+45.25
-PL1- PC Sta. 10+00.00
CONSTRUCTION ACCESS #1
-PL2- POT Sta. 10+00.00
-PL2- PC Sta. 10+05.00
-PL2- PT Sta. 10+18.12
R=10
R=10
TIE TO EXISTING
-PL2- 10+75.78
EXIST GATE
REMOVE
CONSTRUCTION ACCESS #2
3 BOLLARDS
INSTALL SET OF
BMP #311
TIE TO EXISTING
-PL1- 10+35.80
R=10
TO NEW SHOULDER
RELOCATE SIGN
R=6
RELOCATE SIGN
ADJUST WATER VALVE
EXIST GATE
REMOVE
EXISTING PAVEMENT
SAWCUT AND PATCH
PI Sta 10+77.71
D
L = 145.25'
T = 77.71'
R = 165.00'
PI Sta 12+02.30
D
L = 67.12'
T = 34.13'
R = 150.00'
PI Sta 12+66.83
D
L = 14.73'
T = 7.37'
R = 602.09'
PI Sta 10+11.81
D
L = 13.12'
T = 6.81'
R = 19.73'
PI Sta 10+57.71
D
L = 27.54'
T = 14.34'
R = 40.00'
-PL1-
-PL2-
197019701970 19701970
197019701970 1970
1970
1970
19701975197519751975
19751975 1975197519751975197519751975197
51975 19751975
1975
1975
1980
1980
19801980
198019801
9
8
0
1980
1980 19801980
1980 19801980
198019851985
1
9
8
5
1985
1985
1985
1985
1985
198519851990 199019901990
1
9
9
0
199019901990
1990
1
99
0
1990199519951995
1995
1995
19951995
1
9
9
5
19951
99519952000200020002000 20002
0
0
020002000
2000
20002000200020002005200520052005
2005 20052005
2
0
1
0
20102 0 1 0
2010
2010201020102
0
1
0
201020102010201020102010
2015 2015201520152015
201520152015
2015202020202020
2020
20202020
2020
2
0
2
02020
20202025202520302035204020402045
PLANS PREPARED BY:PROJECT NO.:
A15002.00GREENWAYFRENCH BROAD RIVERTRAIL ENGINEER
HYDRAULIC ENGINEERwww.stewartinc.comT 919.380.8750Raleigh, NC 27603Suite 1100223 S. West Street,Firm License No. C-1051SCOSSSCOT6015' LT OFFSET
EXISTING 15" SS LINE
PRC Sta.58+40.15
PT Sta.58+93.57
PC Sta.59+10.51
PT Sta.59+40.82
PC Sta.60+17.63
PT Sta.60+34.13
PC Sta.60+78.11 PT Sta.61+03.40
PT Sta.62+09.81
5' RT OFFSET
-L2REV3- 63+15.00
RETAINING WALL 2
END
5' RT OFFSET
-L2REV3- 61+55.00
BEGIN STANDARD SAFTEY RAIL
BEGIN RETAINING WALL 2
R/W
NCDOT
UNDER BRIDGE
APPROX. 200' LONG
NCDOT ENCROACHMENT
CONCRETE BARRIER
PROPOSED TEMPORARY
CULVERT C5
PT Sta.61+59.99
PT Sta.63+33.39
POT Sta.63+44.62
PC Sta.62+84.10
ELEVATION
ADJUST MANHOLE
TRANSITION IN ALL DIRECTIONS.
INTERSECTION TO PROVIDE SMOOTH GRADE
TIE TO EXISTING GREENWAY AND RECONSTRUCT
-L2REV3- 63+40 TO 63+48
21SY, SEE DETAIL 16 SHEET 2D
STANDARD ROCK PLATING
CL I RIP RAP
-L2REV3- 61+75 TO 63+00
137SY, SEE DETAIL 16 SHEET 2D
STANDARD ROCK PLATING
CL I RIP RAP
-L2REV3- 58+50 TO 60+00
129SY, SEE DETAIL 16 SHEET 2D
STANDARD ROCK PLATING
CL I RIP RAP
HW
BMP #7
ROAD
SOIL
GATE3
0'
S
EWER EAS
EMENT
(TYP.)30'DR13DIST. POLE
DR14DIST. POLE
8' CHAIN-LINK W/BARBED WIRE FENCEGUY POLE
SIGNCREEKDR17PDIST. POLE DWELLING1 STORY FRAME DR18PDIST. POLE
BU
ILD
ING
FRAME
1
STORY
GUY POLE
DR19PDIST. POLE
197119721971 19971969199819911
9
6
9
197419731971-L2REV3-
PI STA. 58+00.84
D
D
L = 79.77'
T = 40.46'
R = 194.00'
PI STA. 58+68.05
D
D
L = 53.42'
T = 27.90'
R = 75.00'
PI STA. 59+25.87
D
D
L = 30.31'
T = 15.36'
R = 75.00'
PI STA. 60+25.91
D
D
L = 16.50'
T = 8.28'
R = 75.00'
PI STA. 60+90.79
D
D
L = 25.28'
T = 12.68'
R = 135.00'
PI STA. 63+10.96
D
D
L = 49.29'
T = 26.86'
R = 50.00'
PI STA. 61+85.19
D
D
L = 49.82'
T = 25.20'
R = 135.00'
9
1,960
1,970
1,980
1,990
2,000
58 59 60 61 62 63 64
1,950 1,950
1,960
1,970
1,980
1,990
2,000
65MATCHLINE -L2REV3- STA. 58+00.00 SEE SHEET 8-L2REV3-
SCALE = 50'
PAVEMENT REMOVAL
LD ASPHALT PAVEMENT
CONCRETE PAVEMENT
HD ASPHALT PAVEMENTHAYWOOD RDC
R
A
V
E
N

S
T
FRENCH BROAD RIVER
ANILO
RAC HTRO
NLA
NOISSEFO
RPREENIGNE LLENOMOD .M
CIRE047504
SEALCCCCC
C
C
C CCCCCCC
C CCCCF
F FF
CCCF
F
F
F
FFFF
CLEARANCE
32.2'+ VERT.
15"
(+)0.4000%(+)0.4000%
PI = 58+76.00
EL = 1,971.71'
(+)0.4000%(-)0.6000%
VC = 7'
(-)0.6000%
(+)8.0000%(+)2.0000%(+)5.0000%(-)6.0000%
PI = 61+43.84
EL = 1,970.10'
VC = 40'
PI = 62+25.00
EL = 1,976.59'
VC = 20'
PI = 62+50.00
EL = 1,977.09'
VC = 20'
PI = 63+18.72
EL = 1,980.53'
VC = 20'
EL. = 1979.00
-L2REV3- STA. 63+44.21
TIE TO EXISTING GREENWAY
END GRADE
HAYWOOD RD.
00 1010 2020 3030 4040 5050 6060 707080
0
4/12/2019M:\Projects\2015\A15002.00_French_Broad_River_Greenway\Roadway\CorridorModeling\A15002.00_CMD_L2REV3_XPL_withL2REV4.dgnedomonell8/23/99PROJ. REFERENCE NO.SHEET NO.
1970 1970
1975 1975
1980 1980
1965 1965
59+00.00
1970 1970
1975 1975
1980 1980
1985 1985
1990 1990
1965 1965
59+25.00
1970 1970
1975 1975
1980 1980
1985 1985
1990 1990
1995 1995
1965 1965
59+50.00
1970 1970
1975 1975
1980 1980
1985 1985
1990 1990
1995 1995
2000 2000
1965 1965
59+75.00
1965 1965
1970 1970
1975 1975
1980 1980
1985 1985
1990 1990
1995 1995
2000 2000
1960 1960
60+00.00
00 1010 2020 3030 4040 5050 6060 707080
1970 1970
1975 1975
1980 1980
1985 1985
1990 1990
1995 1995
2000 2000
2005 2005
1965 196560+25.00
X-31A15002.000
-L2REV3-
5 10
1970.93
2.00%
1971.56
2:12:1
2:12:1
S.S.1971.28
S.S.1970.54
1970.94
2.00%
1971.41
2:12:1
3:1S.S.1972.31
3:1
1968.50
S.S.1971.16
1971.11
2.00%
1971.26
2:12:1
3:1S.S.1972.78
3:11968.50 S.S.1971.27
1970.76
2.00%
1971.11
2:12:1
3:1S.S.1973.17
3:11968.50 S.S.1970.91
1970.60
2.00%
1970.96
2:12:1
3:1S.S.1973.06
3:11968.50
S.S.1970.75
1971.21
2.00%
1970.81
2:12:1S.S.1970.94
S.S.1971.69
00 1010 2020 3030 4040 5050 606070
0
4/12/2019M:\Projects\2015\A15002.00_French_Broad_River_Greenway\Roadway\CorridorModeling\A15002.00_CMD_L2REV3_XPL_withL2REV4.dgnedomonell8/23/99PROJ. REFERENCE NO.SHEET NO.
1975 1975
1980 1980
1985 1985
1990 1990
1995 1995
2000 2000
2005 2005
1970 1970
60+50.00
1975 1975
1980 1980
1985 1985
1990 1990
1995 1995
2000 2000
2005 2005
1970 1970
60+75.00
1975 1975
1980 1980
1985 1985
1990 1990
1995 1995
2000 2000
1970 1970
61+00.00
00 1010 2020 3030 4040 50506070
1970 1970
1975 1975
1980 1980
1985 1985
1990 1990
1995 1995
2000 2000
1965 196561+25.00
1970 1970
1975 1975
1980 1980
1985 1985
1990 1990
1995 1995
2000 2000
1965 196561+50.00
1970 1970
1975 1975
1980 1980
1985 1985
1990 1990
1995 1995
2000 2000
1965 1965
61+75.00
X-32A15002.00
-L2REV3-
5 101:12.00%
S.S.1972.93
S.S.1970.29
2.00%
S.S.1970.70
S.S.1970.191:14
:1
2.00%
S.S.1972.98
S.S.1970.06 1:12.00%
S.S.1972.59
S.S.1970.08
4
:12.00%
S.S.1971.00
S.S.1970.031:12.00%
S.S.1975.26
00 1010 2020 3030 4040 5050 606070
0
4/12/2019M:\Projects\2015\A15002.00_French_Broad_River_Greenway\Roadway\CorridorModeling\A15002.00_CMD_L2REV3_XPL_withL2REV4.dgnedomonell8/23/99PROJ. REFERENCE NO.SHEET NO.
1975 1975
1980 1980
1985 1985
1990 1990
1995 1995
2000 2000
1970 1970
62+00.00
1975 1975
1980 1980
1985 1985
1990 1990
1995 1995
2000 2000
1970 1970
62+25.00
1975 1975
1980 1980
1985 1985
1990 1990
1995 1995
2000 2000
2005 2005
1970 1970
62+50.00
00 1010 2020 3030 4040 50506070
1975 1975
1980 1980
1985 1985
1990 1990
1995 1995
2000 2000
2005 2005
1970 1970
62+75.00
1975 1975
1980 1980
1985 1985
1990 1990
1995 1995
2000 2000
2005 2005
1970 1970
63+00.00
1975 1975
1980 1980
1985 1985
1990 1990
1995 1995
2000 2000
1970 1970
63+25.00
X-33A15002.00
-L2REV3-
5 10
4:1 2.00%
S.S.1974.48
4:1 2.00%
S.S.1975.55
4:1 2.00%
S.S.1976.70
4:1 2.00%
S.S.1978.10
4:1 2.00%
S.S.1979.13 2:12.00%
S.S.1974.10
S.S.1980.00