Exhibit_DD-_RGBs_-_Zayo.pdf
PDF 36 MB Posted
- Attached to
- Veterans Memorial Parkway Extension - Clearing & Grubbing for Advance Utility Removal/Relocations
- Solicitation number
- 26-B-109JD
- Issued by
- Volusia County, Florida
About this file
This is an engineering design exhibit document prepared by MetaWorld Civil Consulting for Volusia County, Florida, detailing the Veterans Memorial Parkway Extension project (Project #P5894), which extends from East Graves Avenue to Dr. Martin Luther King Jr. Boulevard. The document comprises comprehensive plan and profile sheets, typical cross-sections, and drainage maps for a roadway construction project. The project includes three primary construction areas: Veterans Memorial Parkway construction spanning stations 163+58.86 to 211+51.74 with a design speed of 45 mph; Dr. Martin Luther King Jr. Beltway milling and resurfacing from stations 10+61.11 to 26+20.23; and Kentucky Avenue construction from stations 16+35.04 to 28+72.13. The typical sections illustrate full-depth asphalt construction with Type FC 12.5 friction course and Type SP 12.5 structural course (PG 76-22), optional base group materials, and stabilization layers. The project includes three retention ponds for stormwater management and incorporates detailed drainage infrastructure with pipe sizes ranging from 18 inches to 36 inches. The document also identifies Zayo Group LLC utility facilities that require relocation, including high-density polyethylene ducts and hand-holes to be repositioned outside the proposed road and sidewalk areas.
The exhibit includes extensive cross-sectional details showing right-of-way widths of 140 feet with sodded medians, paved and stabilized shoulders, and clear zones of 24 feet on both sides. Superelevation transition zones are clearly marked at specific station ranges, with detailed elevation and slope information provided throughout. The project incorporates multiple benchmark and reference point locations with elevation data documented for construction control purposes. Horizontal and vertical scales on plan and profile sheets are set at 1"=40' and 1"=4' respectively. The document references a Phase III 90% design dated January 9, 2026, prepared in coordination with MetaWorld Civil Consulting's office in Port Orange, Florida. No specific pricing, contract award dates, or bidding information is contained within this technical design exhibit.
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Juan.Lorenzo Typewritten Text Zayo Group LLC RGB 90% Phase III dated 01/09/2026
Juan.Lorenzo Text Box
ZAYO FACILITIES BASED ON FACILITY RECORDS ONLY
VETERANS MEMORIAL PKWY. EXTENSION
E. GRAVES AVE. TO
DR. MARTIN LUTHER KING JR. BLTWY.
VOL. CO. PROJECT #P5894
COUNTY OF VOLUSIA, FL
MetaWorld Civil Consulting
ENGINEERING SOLUTIONS
3930 S. Nova Rd., #104 Port Orange, FL 32127
(386) 944-9737
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before you dig.Call
R
SIGNATURE SHEET
DR. MARTIN LUTHER KING JR. BLTWY.
VOL. CO. PROJECT #P5894
COUNTY OF VOLUSIA, FL
MetaWorld Civil Consulting
ENGINEERING SOLUTIONS
3930 S. Nova Rd., #104 Port Orange, FL 32127
(386) 944-9737
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before you dig.Call
R
SUMMARY OF QUANTITIES
KE
N
TU
C
KY
A
VE
I-4
SR-472
E. GRAVES AVE.
VETERANS MEMORIAL PKWY. EXTENSION
E. GRAVES AVE. TO
DR. MARTIN LUTHER KING JR. BLTWY.
VOL. CO. PROJECT #P5894
COUNTY OF VOLUSIA, FL
MetaWorld Civil Consulting
ENGINEERING SOLUTIONS
3930 S. Nova Rd., #104 Port Orange, FL 32127
(386) 944-9737
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before you dig.Call
R
N
OVERALL DRAINAGE MAP
BEGIN PROJECT
STA. 159+43.77 BL VMP
END PROJECT
STA. 26+20.23 BL MLK
MIDDLE ST. JOHNS RIVER BASIN
PLANNING UNIT 4D: LAKE MONROE UNIT
SUB BASIN 7: CHAIN OF LAKES
FDEP WBID #: 2938
NON-CONTRIBUTING BASIN
LAKE GEORGE BASIN
PLANNING UNIT 5A: LAKE WOODRUFF UNIT
SUB BASIN 1: NON-CONTRIBUTING AREA
FDEP WBID #: 2941
NON-CONTRIBUTING BASIN
EX. R/W
(TYP.)
D R
. M
LK
J R
. B
LT
W Y.
PR. R/W
(TYP.)
POND #3
POND #2
POND #1
KENTUCKY END STATION
STA. 29+05.13 BL KENTUCKY
KENTUCKY BEGIN STATION
STA. 16+35.04 BL KENTUCKY
STA. 212+03.11 BL VMP=
STA. 10+00.00 BL MLK
REGIONAL DRAINAGE BASIN LINE
(TYP.)
OFF-SITE SUB-BASIN LINE
(TYP.)
10.00
20.00
30.00
40.00
50.00
60.00
70.00
80.00
90.00
10.00
20.00
30.00
40.00
50.00
60.00
70.00
80.00
90.00 163+39.80165+09.73 175+51.64 186+85.74 197+37.84 212+03.11
1+
.0
2+
.0
3+
.0
4+
.0
5+
.0
6+
.0
7+
.0
8+
.0
9+
.0
0+
.0
1+
.0
2+
.0
3+
.0
4+
.0
5+
.0
6+
.0
7+
.0
8+
.0
9+
.0
0+
.0
1+
.0
2+
.0
3+
.0
4+
.0
5+
.0
6+
.0
7+
.0
8+
.0
9+
.0
0+
.0
1+
.0
2+
.0
3+
.0
4+
.0
5+
.0
6+
.0
7+
.0
8+
.0
9+
.0
0+
.0
1+
.0
2+
.0
3+
.0
4+
.0
5+
.0
6+
.0
7+
.0
8+
.0
9+
.0
0+
.0
1+
.0
2+
.0
3+
.0
4+
.0
5+
.0
5+
0+
5+
3+
0+
5+
0+
5+
0+
5+
0+
+0
+0
+0
+0
+0
+0
+0
+0
10.00
20.00
30.00
40.00
50.00
60.00
70.00
10.00
20.00
30.00
40.00
50.00
60.00
70.00 17+95.04 24+13.61 29+05.13
+0
0.
+0
0.
+0
0.
+0
0.
+0
0.
+0
0.
+0
0.
+0
0.
+0
0.
+0
0.
+0
0.
+0
0.
+0
0.
+0
0.
+0
0.
+0
0.
+0
0.
+0
0.
+0
0.
SR
N. KENTUCKY AVE.
PGL (TYP.)
PR. 140' R/W
(TYP.)
EX. R/W (TYP.)
PR. PROFILE ALONG
KENTUCKY AVE.
RE-ALIGNMENT
EX. GROUND AT BL CONST.
(TYP.)
EX. PROFILE ALONG ALIGNMENT (TYP.)
E.
G
RA
VE
S
AV
E.
BL VMP
BL KENTUCKY
PR. POND #2
PR. POND #3
VET. MEM. PKWY.
PR. POND #1 DR. MLK JR. BLTWY.
VETERANS MEMORIAL PKWY. EXTENSION
E. GRAVES AVE. TO
DR. MARTIN LUTHER KING JR. BLTWY.
VOL. CO. PROJECT #P5894
COUNTY OF VOLUSIA, FL
MetaWorld Civil Consulting
ENGINEERING SOLUTIONS
3930 S. Nova Rd., #104 Port Orange, FL 32127
(386) 944-9737
Know what's below.
before you dig.Call
R
N
PROJECT DRAINAGE MAP
ROADWAY BASIN #1A
BEGIN PROJECT
STA. 159+43.77 BL VMP
BEGIN KENTUCKY
STA. 16+35.04
BL KENTUCKY
END KENTUCKY
STA. 29+05.13
BL KENTUCKY
END PROJECT
STA. 26+20.23
BL MLK
BL MLK
STA. 212+03.11 BL VMP=
STA. 10+00.00 BL MLK
ROADWAY BASIN #2
ROADWAY BASIN #1B
REGIONAL DRAINAGE BASIN LINE
(TYP.)
OFF-SITE SUB-BASIN LINE
(TYP.)
ROADWAY SUB-BASIN LINE
(TYP.)
CD-1
PR. ROADW
AY BASIN #1A
PR. R
OADWAY BASIN #1B
EX. ROADWAY BASIN #3
PR. ROADWAY BASIN #2
EX. ROADWAY BASIN #3
CD-2
CD-3
CD-4
CD-N
CD-5
CD-5CD-3CD-2
CD-1
" P
IPE
" P
IPE
" P
IPE
" P
IPE
" P
IPE
"X
PIPE
" P
IPE
" P
IPE
" P
IPE 18
" P
IPE
" P
IPE
" P
IPE
" P
IPE
" P
IPE
" P
IPE
" P
IPE
" P
IPE 24
" P
IPE
" P
IPE
" P
IPE
" P
IPE
" P
IPE
" P
IPE
" P
IPE
" P
IPE
" P
IPE
" P
IPE
" P
IPE
" P
IPE
CD-4
" P
IPE
" P
IPE
" P
IPE
" P
IPE
TYPE "E"
C&G
(2.25')
(4')
FULL DEPTH CONSTRUCTION
TYPE FC 12.5 FRICTION COURSE (TRAFFIC C)(PG 76-22)(11
2" DEPTH)
TYPE SP 12.5 STRUCTURAL COURSE (TRAFFIC C)(PG 76-22)(11
2" DEPTH)
OPTIONAL BASE GROUP 9 (10" DEPTH - LBR 100 LIMEROCK OR EQUIV.)
STABILIZATION (TYPE B)(12" DEPTH)NOTES:
1. THIS TYPICAL SECTION REPRESENTS THE MOST TYPICAL DESIGN FOR THE
STRETCH INDICATED. VARIATIONS EXISTS REGULARLY. SEE DESIGN PLANS AND
ASSOCIATED CROSS-SECTIONS FOR LOCATION SPECIFIC DESIGN DETAILS.
2. THE STATION RANGES FOR THIS TYPICAL SECTION EXPERIENCE
SUPERELEVATION/TRANSITION. SEE DETAILS ON NEXT SHEET.
3. ANY TURN LANE CONSTRUCTION SHALL FOLLOW THE PAVEMENT DESIGN
PRESENTED FOR FULL DEPTH CONSTRUCTION AND SHALL ALWAYS BE
CONSTRUCTED SUCH THAT RUNOFF FLOWS TOWARDS THE OUTSIDE CURB AND
GUTTER.
4. SLOPES STEEPER THAN 3:1 ARE NOT ALLOWED WITHIN THE CLEAR ZONE.
5. PGL_LT TAPERS FROM 11' TO 18' FROM BL CONST. BETWEEN STA. 204+62.84 AND
STA. 207+77.84 AND REMAINS AT 18' FOR REMAINDER OF THE BL VMP ALIGNMENT.
6. ROADSIDE CONSTRUCTION WILL VARY SIGNIFICANTLY BASED ON EXISTING
CONDITIONS. THE DITCH BOTTOM PROFILES SHOWN ABOVE MAY SERVE THE
ROADWAY OR OFF-SITE DRAINAGE PURPOSES OR THE ROADSIDE MAY RESEMBLE
THE ALTERNATE ROADSIDE DETAIL (THIS SHEET). REFER TO PROJECT PLAN &
PROFILE AND CROSS-SECTION SHEETS FOR LOCATION SPECIFIC INFORMATION.
PR. R/W
(140')
SODDED MEDIAN
(17.5')
FC & SP ASPHALT LAYERS
(TYP.)
OBG LAYER
(TYP.)
STABILIZATION LAYER
(TYP.)
.02
TRAVEL LANE
(11')
SOD TO TIE-IN
(WIDTH VARIES)
(8')(10')
4:14:1
PVD.
SHLDR.
(5')
.02
TYPE "E"
C&G
(2.25')
(4')
SOD TO TIE-IN
(WIDTH VARIES)
(8') (7.6')
4:1 3:1
VM
P
TYPICAL SECTION "A"
VETERANS MEMORIAL PKWY. CONSTRUCTION
STA. 163+58.86 TO STA. 211+51.74 BL VMP
N.T.S.
DESIGN SPEED = 45 MPH
POSTED SPEED = 45 MPH
TRAVEL LANE
(11')
PVD.
SHLDR.
(5')
.02 .02
(2') (2')
.02
(0.7')
SIDEWALK
(5')
SOD
(21.6')
.06 .06
PG
L_
LT
PG
L_
R T(11')(11')
STABILIZATION SHOULDER CONSTRUCTION
STABILIZATION (TYPE B)(14" DEPTH)
CLEAR ZONE
(24')
CLEAR ZONE
(24')
STAB. SHLDR.
(3')
STAB. SHLDR.
(3')
VETERANS MEMORIAL PKWY. EXTENSION
E. GRAVES AVE. TO
DR. MARTIN LUTHER KING JR. BLTWY.
VOL. CO. PROJECT #P5894
COUNTY OF VOLUSIA, FL
MetaWorld Civil Consulting
ENGINEERING SOLUTIONS
3930 S. Nova Rd., #104 Port Orange, FL 32127
(386) 944-9737
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before you dig.Call
R TYPICAL SECTIONS
*SEE NOTES
VARIES(2:1 MAX.) VARIES
(3:1 MAX.)
4:1
R /W
R /W
R /W
DBP-RD-RT/
DBP-OS-RT
DBP-RD-LT/
DBP-OS-LT
DBP-OS-LT DBP-RD-LT* *
ALT. ROADSIDE DETAIL
(LT. SIDE SHOWN - RT. SIDE SIMILAR)
* DEPTH/WIDTH VARY REGULARLY
(SEE CROSS-SECTION SHEETS)
4:1
3'
TYPE "E"
C&G
(2.25')
(4')
PR. R/W
(140')
SODDED MEDIAN
(17.5')
.02
TRAVEL LANE
(11')
SOD TO TIE-IN
(WIDTH VARIES)
(8')(10')
4:14:1
PVD.
SHLDR.
(5')
.02
TYPE "E"
C&G
(2.25') (4')
SOD TO TIE-IN
(WIDTH VARIES)
(8') (8.9')
4:1 3:1
TYPICAL SECTION "A" SUPERELEVATION DETAILS
VETERANS MEMORIAL PKWY. CONSTRUCTION
STA. 164+09.73 TO STA. 177+11.64 BL VMP
N.T.S.
TRAVEL LANE
(11')
PVD.
SHLDR.
(5')
(2') (2')
.02
(0.7')
SIDEWALK
(5')
SOD
(22.9')
.06
.05.02 .02
PG
L_
LT
PG
L_
R T(11')(11')
TYPICAL SECTION "A" SUPERELEVATION DETAILS
VETERANS MEMORIAL PKWY. CONSTRUCTION
STA. 185+25.74 TO STA. 198+97.84 BL VMP
N.T.S.
TYPE "E"
C&G
(2.25') (4')
PR. R/W
(140')
SODDED MEDIAN
(17.5')
.02
TRAVEL LANE
(11')
SOD TO TIE-IN
(WIDTH VARIES)
(8')(10')
PVD.
SHLDR.
(5')
.02
TYPE "E"
C&G
(2.25') (4')
SOD TO TIE-IN
(WIDTH VARIES)
(8') (7.6')
3:1
TRAVEL LANE
(11')
PVD.
SHLDR.
(5')
(2') (2')
.02
(0.7')
SIDEWALK
(5')
SOD
(21.6')
.06
.05 .02 .02
PG
L_
LT
PG
L_
R T(11')(11')
4:1 4:1
STAB. SHLDR.
(3')
STAB. SHLDR.
(3')
CLEAR ZONE
(24')
CLEAR ZONE
(24')
STAB. SHLDR.
(3')
STAB. SHLDR.
(3')
VETERANS MEMORIAL PKWY. EXTENSION
E. GRAVES AVE. TO
DR. MARTIN LUTHER KING JR. BLTWY.
VOL. CO. PROJECT #P5894
COUNTY OF VOLUSIA, FL
MetaWorld Civil Consulting
ENGINEERING SOLUTIONS
3930 S. Nova Rd., #104 Port Orange, FL 32127
(386) 944-9737
Know what's below.
before you dig.Call
R TYPICAL SECTIONS
CLEAR ZONE
(24')
CLEAR ZONE
(24')
DBP-RD-RT
DBP-RD-LT
DBP-OS-LT
FULL DEPTH CONSTRUCTION
TYPE FC 12.5 FRICTION COURSE (TRAFFIC C)(PG 76-22)(11
2" DEPTH)
TYPE SP 12.5 STRUCTURAL COURSE (TRAFFIC C)(PG 76-22)(11
2" DEPTH)
OPTIONAL BASE GROUP 9 (10" DEPTH - LBR 100 LIMEROCK OR EQUIV.)
STABILIZATION (TYPE B)(12" DEPTH)
STABILIZATION SHOULDER CONSTRUCTION
STABILIZATION (TYPE B)(14" DEPTH)
DBP-RD-RT
FULL DEPTH CONSTRUCTION
TYPE FC 12.5 FRICTION COURSE (TRAFFIC C)(PG 76-22)(11
2" DEPTH)
TYPE SP 12.5 STRUCTURAL COURSE (TRAFFIC C)(PG 76-22)(11
2" DEPTH)
OPTIONAL BASE GROUP 9 (10" DEPTH - LBR 100 LIMEROCK OR EQUIV.)
STABILIZATION (TYPE B)(12" DEPTH)
STABILIZATION SHOULDER CONSTRUCTION
STABILIZATION (TYPE B)(14" DEPTH)
FC & SP ASPHALT LAYERS
(TYP.)
OBG LAYER
(TYP.)
STABILIZATION LAYER
(TYP.)
FC & SP ASPHALT LAYERS
(TYP.)
OBG LAYER
(TYP.)
STABILIZATION LAYER
(TYP.)
FULL DEPTH CONSTRUCTION
TYPE FC 12.5 FRICTION COURSE (TRAFFIC C)(PG 76-22)(11
2" DEPTH)
TYPE SP 12.5 STRUCTURAL COURSE (TRAFFIC C)(PG 76-22)(11
2" DEPTH)
OPTIONAL BASE GROUP 9 (10" DEPTH - LBR 100 LIMEROCK OR EQUIV.)
STABILIZATION (TYPE B)(12" DEPTH)NOTES:
1. THIS TYPICAL SECTION REPRESENTS THE MOST TYPICAL DESIGN FOR THE
STRETCH INDICATED. VARIATIONS EXISTS REGULARLY. SEE DESIGN PLANS AND
ASSOCIATED CROSS-SECTIONS FOR LOCATION SPECIFIC DESIGN DETAILS.
2. THE STATION RANGES FOR THIS TYPICAL SECTION EXPERIENCE
SUPERELEVATION/TRANSITION. SEE DETAIL THIS SHEET.
3. ANY TURN LANE CONSTRUCTION SHALL FOLLOW THE PAVEMENT DESIGN
PRESENTED FOR FULL DEPTH CONSTRUCTION AND SHALL ALWAYS BE
CONSTRUCTED SUCH THAT RUNOFF FLOWS TOWARDS THE OUTSIDE CURB AND
GUTTER.
4. SLOPES STEEPER THAN 3:1 ARE NOT ALLOWED WITHIN THE CLEAR ZONE.
5. SIDEWALK SHOWN IS NOT TO BE CONSTRUCTED AS A PART OF THESE PLANS AND
IS SHOWN FOR INFORMATIONAL PURPOSES. WORK ENDS AT TIE-DOWN FROM
ROADWAY CONSTRUCTION.
TYPICAL SECTION "B"
DR. MARTIN LUTHER KING JR. BELTWAY CONSTRUCTION
STA. 10+61.11 TO STA. 26+20.23 BL MLK
N.T.S.
MILLING & RESURFACING
MILL SURFACE COURSE (11
2" DEPTH)
TYPE FC 12.5 FRICTION COURSE (TRAFFIC C)(PG 76-22)(11
2" DEPTH)
STABILIZATION SHOULDER CONSTRUCTION
STABILIZATION (TYPE B)(12" DEPTH)
TYPE "E"
C&G
(2.25')
PR. R/W
(140')
SODDED MEDIAN
(VARIES - SEE NOTES)
.02
TRAVEL LANE
(11')
SOD TO TIE-IN
(WIDTH VARIES)
4:1
PVD.
SHLDR.
(5')
.02
TYPE "E"
C&G
(2.25')
M
LK
.02 .02.06 .06
PG
L_
LT
PG
L_
R T
VARIES
(0' TO 18')
CLEAR ZONE
(24')
STAB. SHLDR.
(3')
VARIES
(0' TO 11')
VETERANS MEMORIAL PKWY. EXTENSION
E. GRAVES AVE. TO
DR. MARTIN LUTHER KING JR. BLTWY.
VOL. CO. PROJECT #P5894
COUNTY OF VOLUSIA, FL
MetaWorld Civil Consulting
ENGINEERING SOLUTIONS
3930 S. Nova Rd., #104 Port Orange, FL 32127
(386) 944-9737
Know what's below.
before you dig.Call
R TYPICAL SECTIONS
TRAVEL LANE
(11')
SOD
(WIDTH VARIES)
PVD.
SHLDR.
(5')
CLEAR ZONE
(24')
STAB. SHLDR.
(3')
M & R
(WIDTH VARIES)
SOD TO TIE-IN
(WIDTH VARIES)
4:1
(2') (2')
.02
SIDEWALK
(5')
SOD
2:1 (M
AX
EX. SWALE TO REMAIN
(WIDTH VARIES)
FC & SP ASPHALT LAYERS
(TYP.)
OBG LAYER
(TYP.)
STABILIZATION LAYER
(TYP.)
FULL DEPTH CONST.
(WIDTH VARIES)FULL DEPTH CONST.
(16')
SAW CUT EX. PVMT.
(4')
FULL DEPTH CONSTRUCTION
TYPE FC 12.5 FRICTION COURSE (TRAFFIC C)(PG 76-22)(11
2" DEPTH)
TYPE SP 12.5 STRUCTURAL COURSE (TRAFFIC C)(PG 76-22)(11
2" DEPTH)
OPTIONAL BASE GROUP 9 (10" DEPTH - LBR 100 LIMEROCK OR EQUIV.)
STABILIZATION (TYPE B)(12" DEPTH)NOTES:
1. THIS TYPICAL SECTION REPRESENTS THE MOST TYPICAL DESIGN FOR THE
STRETCH INDICATED. VARIATIONS EXISTS REGULARLY. SEE DESIGN PLANS AND
ASSOCIATED CROSS-SECTIONS FOR LOCATION SPECIFIC DESIGN DETAILS.
2. THE STATION RANGES FOR THIS TYPICAL SECTION EXPERIENCE
SUPERELEVATION/TRANSITION. SEE DETAIL THIS SHEET.
3. ANY TURN LANE CONSTRUCTION SHALL FOLLOW THE PAVEMENT DESIGN
PRESENTED FOR FULL DEPTH CONSTRUCTION AND SHALL ALWAYS BE
CONSTRUCTED SUCH THAT RUNOFF FLOWS TOWARDS THE OUTSIDE CURB AND
GUTTER.
4. SLOPES STEEPER THAN 3:1 ARE NOT ALLOWED WITHIN THE CLEAR ZONE.
PR. R/W
(140')
FC & SP ASPHALT LAYERS
(TYP.)
OBG LAYER
(TYP.)
STABILIZATION LAYER
(TYP.)
.02
FULL DEPTH
TRAVEL LANE
(11')
STAB. SHLDR.
(3')
SOD TO TIE-IN
(WIDTH VARIES)
(8')
4:1
PVD.
SHLDR.
(5')
TYPICAL SECTION "C"
KENTUCKY AVE. CONSTRUCTION
STA. 16+35.04 TO STA. 28+72.13 BL KENTUCKY
N.T.S.
DESIGN SPEED = 45 MPH
POSTED SPEED = 45 MPH
(0.7')
.06
PAVED SHOULDER CONSTRUCTION
TYPE FC 12.5 FRICTION COURSE (TRAFFIC C)(PG 76-22)(11
2" DEPTH)
OPTIONAL BASE GROUP 4 (6" DEPTH - LBR 100 LIMEROCK OR EQUIV.)
STABILIZATION SHOULDER CONSTRUCTION
STABILIZATION (TYPE B)(12" DEPTH)
4:1
.02 .06
4:14:1
(8') (4')
STAB. SHLDR.
(3')
SOD TO TIE-IN
(WIDTH VARIES)
(8')
PVD.
SHLDR.
(5')
(0.7') (8')
CLEAR ZONE
(24')
CLEAR ZONE
(24')
VETERANS MEMORIAL PKWY. EXTENSION
E. GRAVES AVE. TO
DR. MARTIN LUTHER KING JR. BLTWY.
VOL. CO. PROJECT #P5894
COUNTY OF VOLUSIA, FL
MetaWorld Civil Consulting
ENGINEERING SOLUTIONS
3930 S. Nova Rd., #104 Port Orange, FL 32127
(386) 944-9737
Know what's below.
before you dig.Call
R TYPICAL SECTIONS
TU
C
KY
DBP-RD-RTDBP-RD-LT
PG
L
FULL DEPTH
TRAVEL LANE
(11')
49+00
50+00
PI: 5
0+
.00
3+
4+
5+
166+00
167+00 168+00
169+00 170+00
171+00 172+00 173+00 174+00 175+00 176+00 177+00 178+00 179+00 180+00 181+00 182+00 183+00 184+00
PC: 165+09.73
PT
: 1
+5
1.
3+
3+
+0
+0
+0
+0
180+00 181+00
182+00 183+00
184+00 185+00
186+00 187+00 188+00 189+00 190+00 191+00 192+00 193+00
194+00 195+00
196+00 197+00
198+00 199+00
200+00
PC
: 1
+8
5.
PT: 197+37.84
VETERANS MEMORIAL PKWY. EXTENSION
E. GRAVES AVE. TO
DR. MARTIN LUTHER KING JR. BLTWY.
VOL. CO. PROJECT #P5894
COUNTY OF VOLUSIA, FL
MetaWorld Civil Consulting
ENGINEERING SOLUTIONS
3930 S. Nova Rd., #104 Port Orange, FL 32127
(386) 944-9737
Know what's below.
before you dig.Call
R
BENCHMARKS
AND
REFERENCE POINTS
10+00 11+00
193+00 194+00
195+00 196+00 197+00 198+00 199+00 200+00 201+00 202+00 203+00 204+00 205+00 206+00 207+00 208+00 209+00 210+00 211+00
PT
: 1
+3
7.
11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00
PC
: 1
7+
.5
PT
: 2
3+
.3
PC
: 2
8+
.7
VETERANS MEMORIAL PKWY. EXTENSION
E. GRAVES AVE. TO
DR. MARTIN LUTHER KING JR. BLTWY.
VOL. CO. PROJECT #P5894
COUNTY OF VOLUSIA, FL
MetaWorld Civil Consulting
ENGINEERING SOLUTIONS
3930 S. Nova Rd., #104 Port Orange, FL 32127
(386) 944-9737
Know what's below.
before you dig.Call
R
BENCHMARKS
AND
REFERENCE POINTS
10+00 11+00
12+00 13+00
14+00 15+00
16+00 17+00
18+00 19+00
20+00 21+00 22+00 23+00 24+00 25+00
26+00 27+00
28+00 29+00
+0
+0
PI: 67+22.38
2+
3+
4+
5+
6+
7+
8+
189+00 190+00
PC: 186+85.74
PC
: 1
7+
.0
PT
: 2
4+
.6
VETERANS MEMORIAL PKWY. EXTENSION
E. GRAVES AVE. TO
DR. MARTIN LUTHER KING JR. BLTWY.
VOL. CO. PROJECT #P5894
COUNTY OF VOLUSIA, FL
MetaWorld Civil Consulting
ENGINEERING SOLUTIONS
3930 S. Nova Rd., #104 Port Orange, FL 32127
(386) 944-9737
Know what's below.
before you dig.Call
R
BENCHMARKS
AND
REFERENCE POINTS
DR. MARTIN LUTHER KING JR. BLTWY.
VOL. CO. PROJECT #P5894
COUNTY OF VOLUSIA, FL
MetaWorld Civil Consulting
ENGINEERING SOLUTIONS
3930 S. Nova Rd., #104 Port Orange, FL 32127
(386) 944-9737
Know what's below.
before you dig.Call
R
BENCHMARKS
AND
REFERENCE POINTS
VETERANS MEMORIAL PKWY. EXTENSION
E. GRAVES AVE. TO
DR. MARTIN LUTHER KING JR. BLTWY.
VOL. CO. PROJECT #P5894
COUNTY OF VOLUSIA, FL
MetaWorld Civil Consulting
ENGINEERING SOLUTIONS
3930 S. Nova Rd., #104 Port Orange, FL 32127
(386) 944-9737 124
NOTES
VETERANS MEMORIAL PKWY. EXTENSION
E. GRAVES AVE. TO
DR. MARTIN LUTHER KING JR. BLTWY.
VOL. CO. PROJECT #P5894
COUNTY OF VOLUSIA, FL
MetaWorld Civil Consulting
ENGINEERING SOLUTIONS
3930 S. Nova Rd., #104 Port Orange, FL 32127
E. GRAVES AVE. TO
DR. MARTIN LUTHER KING JR. BLTWY.
VOL. CO. PROJECT #P5894
COUNTY OF VOLUSIA, FL
MetaWorld Civil Consulting
ENGINEERING SOLUTIONS
3930 S. Nova Rd., #104 Port Orange, FL 32127
DR. MARTIN LUTHER KING JR. BLTWY.
VOL. CO. PROJECT #P5894
COUNTY OF VOLUSIA, FL
MetaWorld Civil Consulting
ENGINEERING SOLUTIONS
3930 S. Nova Rd., #104 Port Orange, FL 32127
DR. MARTIN LUTHER KING JR. BLTWY.
VOL. CO. PROJECT #P5894
COUNTY OF VOLUSIA, FL
MetaWorld Civil Consulting
ENGINEERING SOLUTIONS
3930 S. Nova Rd., #104 Port Orange, FL 32127
DR. MARTIN LUTHER KING JR. BLTWY.
VOL. CO. PROJECT #P5894
COUNTY OF VOLUSIA, FL
MetaWorld Civil Consulting
ENGINEERING SOLUTIONS
3930 S. Nova Rd., #104 Port Orange, FL 32127
E. GRAVES AVE. TO
DR. MARTIN LUTHER KING JR. BLTWY.
VOL. CO. PROJECT #P5894
COUNTY OF VOLUSIA, FL
MetaWorld Civil Consulting
ENGINEERING SOLUTIONS
3930 S. Nova Rd., #104 Port Orange, FL 32127
(386) 944-9737
Know what's below.
before you dig.Call
R
.3
.9
.7
.4
0.36%
0.30%
PV
I S
TA
+6 0.
EL
EV
5.
SS-07
63.81'
PV
I S
TA
+6 0.
EL
EV
6.
PVI STA = 165+84.74
163+40 164+00 165+00
PC
: 1
+0
9.
159+43 160+00 161+00 162+00 163+00 163+40
163+39.80
164+00.00 165+00.00 165+09.73
PV
I S
TA
+6 1.
EL
EV
9.
43 PV
I S
TA
+6 4.
EL
EV
7.
PV
I S
TA
+7 4.
EL
EV
5.
PV
I S
TA
+0 1.
EL
EV
5.
159+43.00
160+00.00 161+00.00 162+00.00 163+00.00 163+39.60
VETERANS MEMORIAL PKWY. EXTENSION
E. GRAVES AVE. TO
DR. MARTIN LUTHER KING JR. BLTWY.
VOL. CO. PROJECT #P5894
COUNTY OF VOLUSIA, FL
PLAN AND PROFILE
MetaWorld Civil Consulting
ENGINEERING SOLUTIONS
3930 S. Nova Rd., #104 Port Orange, FL 32127
(386) 944-9737
Know what's below.
before you dig.Call
R
N
VE
R T.
S C
AL
E:
4'
HORIZ. SCALE: 1"=40'
VETERANS MEM. PKWY.
E.
G
RA
VE
S
AV
Polyline Sketch to Scale 211'-7 3/4"
Juan.Lorenzo Callout ZAYO (3) 1-1/4" HDPE DUCTS (1) with 288 CT FOC to Remain.
Juan.Lorenzo Callout ZAYO 24"x36"x30" Hand-hole. Depth 4.0' to be removed.
Juan.Lorenzo Rectangle
Juan.Lorenzo Text Box
HH
Juan.Lorenzo Text Box
HH
Juan.Lorenzo Polyline Sketch to Scale 21'-4 1/4"
Juan.Lorenzo Callout Zayo contractor to trench 25', Place ZAYO (3) 1.25" HDPE DUCTS E/W (1) 144CT FOC to connect to proposed HH location to be outside of proposed road and sidewalk.
Juan.Lorenzo Callout Install ZAYO 24”x36”x30” Hand-hole due to proposed road.
Juan.Lorenzo Ellipse
Juan.Lorenzo
6.6ft
.5
.6
.6
.5
.0
.9
.1
.2
.1
.1
.5
.5
0.30%
3.50%
300.65VC
3.50%
300.66VC
BT @ 6.0'
3/14/2023
GNE
A-08 63'
BT @ 6.0'
8/31/2024
GNE
AA-21
64.54'
8/31/2024
AA-20
53.25'
PVI STA = 165+84.74
ELEV = 65.64
PV
C
S
TA
0+
.2
EL
EV
5.
PV
T
ST
A
=1
+8 9.
EL
EV
9.
PVC STA =165+88.48
ELEV = 65.63
P V
C S
TA
5+
.4
E
LE
V
5.
P V
T S
TA
8+
.1
E
LE
V
9.
P V
C S
TA
0+
.0
E
LE
V
5.
165+00
166+00 167+00 168+00
169+00
170+00
171+00
PC
: 1
+0
9.
165+09.73
166+00.00 167+00.00 168+00.00 169+00.00 170+00.00 171+00.00
VETERANS MEMORIAL PKWY. EXTENSION
E. GRAVES AVE. TO
DR. MARTIN LUTHER KING JR. BLTWY.
VOL. CO. PROJECT #P5894
COUNTY OF VOLUSIA, FL
PLAN AND PROFILE
MetaWorld Civil Consulting
ENGINEERING SOLUTIONS
3930 S. Nova Rd., #104 Port Orange, FL 32127
(386) 944-9737
Know what's below.
before you dig.Call
R
VE
R
T.
S
C
AL
E:
4'
Juan.Lorenzo
NO ZAYO FACILITIES THIS SHEET
.9
.9
.8
.3
.8
.1
.5
.5
.4
.3
.8
.4
.9
.4
0.47%
0.69%
311.34VC
311.33VC
BT @ 6.0'
AA-20
53.25'
BT @ 6.0'
8/31/2024
GNE
AA-19
49.90'
-200 = 5 w = 6
3/15/2023
N
P-06 54'
N
SS-06
48.28'
9/6/2024
-200 = 18 w = 21
PV
T
ST
A
=1
+1 5.
EL
EV
9.
PV
I S
TA
+1 1.
EL
EV
8.
PV
I S
TA
+1 1.
EL
EV
7.
P V
T S
TA
3+
.3
E
LE
V
9.
171+00
172+00
173+00 174+00 175+00
176+00 177+00
PT
: 1
+5
1.
171+00.00 172+00.00 173+00.00 174+00.00 175+00.00 175+51.64
176+00.00 177+00.00
VETERANS MEMORIAL PKWY. EXTENSION
E. GRAVES AVE. TO
DR. MARTIN LUTHER KING JR. BLTWY.
VOL. CO. PROJECT #P5894
COUNTY OF VOLUSIA, FL
PLAN AND PROFILE
MetaWorld Civil Consulting
ENGINEERING SOLUTIONS
3930 S. Nova Rd., #104 Port Orange, FL 32127
(386) 944-9737
Know what's below.
before you dig.Call
R
N
VE
R T.
S C
AL
E:
4'
.6
.1
.9
AA-16
47.28'
BT @ 6.0'
8/31/2024
GNE
PV
C
S
TA
2+
.9
EL
EV
5.
M
ATCH LIN
E
177+00 178+00 179+00 180+00 181+00 182+00 183+00
181+00.00 182+00.00 183+00.00
.5
.0
.5
.0
.4
0.47% 0.47%
BT @ 6.0'
8/31/2024
GNE
AA-18
48.23'
-200 = 3 w = 3
AA-17
42.02'
BT @ 6.0'
8/31/2024
GNE
PV
I S
TA
+1 1.
EL
EV
7.
M
AT
CH
L
IN
E
177+00.00 178+00.00 179+00.00 180+00.00
VETERANS MEMORIAL PKWY. EXTENSION
E. GRAVES AVE. TO
DR. MARTIN LUTHER KING JR. BLTWY.
VOL. CO. PROJECT #P5894
COUNTY OF VOLUSIA, FL
PLAN AND PROFILE
MetaWorld Civil Consulting
ENGINEERING SOLUTIONS
3930 S. Nova Rd., #104 Port Orange, FL 32127
(386) 944-9737
Know what's below.
before you dig.Call
R
N
VE
R T.
S C
AL
E:
T.
S
C
AL
E:
4'
Juan.Lorenzo
.4
.7
.5
.4
1.69%304.38VC
1.69%
PV
I S
TA
+2 5.
EL
EV
7.
304.38VC
PV
T
ST
A
=1
+1 3.
EL
EV
6.
M
AT
CH
L
IN
E
+0
+0 0183+00 184+00 185+00 186+00 187+00
188+00
189+00
PC
: 1
+8
5.
184+00.00 185+00.00 186+00.00
.4
.2
.8
.1
.7
.4
1.69%
1.69%
1.91%
1.69%
PV
I S
TA
+2 5.
EL
EV
0.
N
SS-04
51.62'
N
P-05 54'
P V
C S
TA
8+
.5
E
LE
V
3.
PV
C
S
TA
8+
.5
EL
EV
2.
M
ATCH LIN
E
186+85.74
187+00.00 188+00.00 189+00.00
VETERANS MEMORIAL PKWY. EXTENSION
E. GRAVES AVE. TO
DR. MARTIN LUTHER KING JR. BLTWY.
VOL. CO. PROJECT #P5894
COUNTY OF VOLUSIA, FL
PLAN AND PROFILE
MetaWorld Civil Consulting
ENGINEERING SOLUTIONS
3930 S. Nova Rd., #104 Port Orange, FL 32127
(386) 944-9737
Know what's below.
before you dig.Call
R
N
VE
R T.
S C
AL
E:
N
TU
CK
Y
AV
R
T.
S
C
AL
E:
.8
.7
.7
.9
.9
.0
.4
.2
.2
.4
.5
.6
0.93%
301.71VC
0.93%
301.71VC
-200 = 5 w = 5
AA-10
55.56'
BT @ 6.0'
8/31/2024
GNE
AA-09
52.60'
BT @ 6.0'
8/31/2024
GNE
P V
C S
TA
8+
.5
E
LE
V
3.
P V
T S
TA
1+
.2
E
LE
V
4.
P V
C S
TA
3+
.3
E
LE
V
2.
PV
C
S
TA
8+
.5
EL
EV
2.
PV
T
ST
A
=1
+5 7.
EL
EV
3.
PV
C
S
TA
3+
.3
EL
EV
1.
S
TA
4+
.3
E
LE
V
1.
189+00
190+00 191+00 192+00
193+00
194+00
189+00.00 190+00.00 191+00.00 192+00.00 193+00.00 194+00.00
VETERANS MEMORIAL PKWY. EXTENSION
E. GRAVES AVE. TO
DR. MARTIN LUTHER KING JR. BLTWY.
VOL. CO. PROJECT #P5894
COUNTY OF VOLUSIA, FL
PLAN AND PROFILE
MetaWorld Civil Consulting
ENGINEERING SOLUTIONS
3930 S. Nova Rd., #104 Port Orange, FL 32127
(386) 944-9737
Know what's below.
before you dig.Call
R
N
VE
R T.
S C
AL
E:
.0
.8
.5
.2
.1
.0
.6
.3
.1
.8
.9
2.10%
302.96VC
2.10%
1.88%
2.10%
PV
I S
TA
+9 7.
EL
EV
4.
PV
I S
TA
+9 7.
EL
EV
8.
302.97VC
AA-09
52.60'
BT @ 6.0'
8/31/2024
GNE
AA-08
48.89'
-200 = 3 w = 3
9/3/2024
GNE
P V
C S
TA
3+
.3
E
LE
V
2.
22 P
V T
S
TA
6+
.3
E
LE
V
3.
PV
C
S
TA
3+
.3
EL
EV
1.
78 PV
T
ST
A =1
+8
5.
EL
EV
3.
PV
C
S
TA
9+
.5
EL
EV
8.
S
TA
4+
.3
E
LE
V
1.
S
TA
5+
.3
E
LE
V
1.
193+00
194+00
195+00
196+00 197+00 198+00 199+00
PT
: 1
+3
7.
193+00.00 194+00.00 195+00.00 196+00.00 197+00.00 197+37.84
198+00.00 199+00.00
VETERANS MEMORIAL PKWY. EXTENSION
E. GRAVES AVE. TO
DR. MARTIN LUTHER KING JR. BLTWY.
VOL. CO. PROJECT #P5894
COUNTY OF VOLUSIA, FL
PLAN AND PROFILE
MetaWorld Civil Consulting
ENGINEERING SOLUTIONS
3930 S. Nova Rd., #104 Port Orange, FL 32127
(386) 944-9737
Know what's below.
before you dig.Call
R
N
VE
R T.
S C
AL
E:
.8
.9
.2
.7
.3
585.64VC
2.10%
585.64VC
AA-07
56.02'
BT @ 6.0'
9/3/2024
GNE
N
9/5/2024
BT @ 15.0'
SS-03
64.45'
BT @ 6.0'
9/3/2024
GNE
AA-06
55.60'
-200 = 6 w = 6
PV
T
ST
A
=2
+0 0.
EL
EV
6.
PV
C
S
TA
9+
.5
EL
EV
8.
199+00 200+00 201+00 202+00 203+00 204+00 205+00
199+00.00 200+00.00 201+00.00 202+00.00 203+00.00 204+00.00 205+00.00
VETERANS MEMORIAL PKWY. EXTENSION
E. GRAVES AVE. TO
DR. MARTIN LUTHER KING JR. BLTWY.
VOL. CO. PROJECT #P5894
COUNTY OF VOLUSIA, FL
PLAN AND PROFILE
MetaWorld Civil Consulting
ENGINEERING SOLUTIONS
3930 S. Nova Rd., #104 Port Orange, FL 32127
(386) 944-9737
Know what's below.
before you dig.Call
R
N
VE
R T.
S C
AL
E:
Juan.Lorenzo
6 48 .3
.9
.7
1.43%
1.90%
314.04VC
1.43%
1.90%
PV
I S
TA
+7 2.
EL
EV
9.
BT @ 6.0'
9/3/2024
GNE
AA-04
47.06'
-200 = 2 w = 2
N
P-02 41'
AA-03
47.83'
BT @ 6.0'
9/3/2024
GNE
N
SP2-01
43.54'
PV
I S
TA
+7 2.
EL
EV
9.
PV
T
ST
A
=2
+1 9.
EL
EV
8.
61 PV
I S
TA
1+
.8
EL
EV
0.
S
TA
8+
.3
E
LE
V
7.
S
TA
9+
.5
E
LE
V
7.
M
ATCH LIN
E
205+00 206+00 207+00 208+00 209+00 210+00 211+00
209+00.00 210+00.00 211+00.00
.6
.8
.6
2.77%
AA-05
52.89'
BT @ 6.0'
9/3/2024
GNE
P V
C S
TA
7+
.2
E
LE
V
0.
M
AT
CH
L
IN
E
205+00.00 206+00.00 207+00.00 208+00.00
VETERANS MEMORIAL PKWY. EXTENSION
E. GRAVES AVE. TO
DR. MARTIN LUTHER KING JR. BLTWY.
VOL. CO. PROJECT #P5894
COUNTY OF VOLUSIA, FL
PLAN AND PROFILE
MetaWorld Civil Consulting
ENGINEERING SOLUTIONS
3930 S. Nova Rd., #104 Port Orange, FL 32127
(386) 944-9737
Know what's below.
before you dig.Call
R
N
VE
R T.
S C
AL
E:
SR
R
T.
S
C
AL
E:
4'
Juan.Lorenzo
6 48 .3
.9
.7
1.28%
1.43%
1.90%
1.43%
1.90%
PV
I S
TA
+7 2.
EL
EV
9.
PV
I S
TA
+4 1.
EL
EV
0.
P-02 41'
AA-03
47.83'
BT @ 6.0'
9/3/2024
GNE
N
SP2-01
43.54'
PV
I S
TA
+6 2.
EL
EV
0.
PV
I S
TA
+7 2.
EL
EV
9.
PV
T
ST
A
=2
+1 9.
EL
EV
8.
61 PV
I S
TA
1+
.8
EL
EV
0.
S
TA
9+
.5
E
LE
V
7.
10+00 11+00 12+00 13+00209+00 210+00 211+00
209+00.00 210+00.00 211+00.00 212+00.00 212+03.11
11+00.00 12+00.00 13+00.00
0.36% 0.68%
PV
I S
TA
0+
.1
EL
EV
1.
PV
I S
TA
2+
.5
EL
EV
1.
.7
.8 2 52
.3
.3
0.34% 0.56%
PV
I S
TA
0+
.0
EL
EV
1.
N
SS-02
49.65'
PV
T
ST
A
=1 1+
.0
EL
EV
1.
PV
I S
TA
+1
7.
EL
EV
2.
P V
C S
TA
+9
2.
E
LE
V
2.
PV
C
S
TA
+0 5.
EL
EV
2.
VETERANS MEMORIAL PKWY. EXTENSION
E. GRAVES AVE. TO
DR. MARTIN LUTHER KING JR. BLTWY.
VOL. CO. PROJECT #P5894
COUNTY OF VOLUSIA, FL
PLAN AND PROFILE
MetaWorld Civil Consulting
ENGINEERING SOLUTIONS
3930 S. Nova Rd., #104 Port Orange, FL 32127
(386) 944-9737
Know what's below.
before you dig.Call
R
N
VE
R T.
S C
AL
E:
DR. MLK JR. BLTWY
0.36% 0.68%
PV
I S
TA
2+
.5
EL
EV
1.
535.95VC
.7
.8 2 52
.3
.3
.7
.6
.3
.4
.3
.4
.7
.8
0.34% 0.56%
533.47VC
N
-200 = 16 w = 19
SS-02
49.65'
BT @ 6.0'
9/3/2024
GNE
AA-02
51.71'
PV
T
ST
A
=1 1+
.0
EL
EV
1.
PV
I S
TA
+1
7.
EL
EV
2.
P V
C S
TA
+9
2.
E
LE
V
2.
PV
C
S
TA
+0 5.
EL
EV
2.
11+00 12+00 13+00 14+00 15+00 16+00 17+00
PC
: 1
7+
.5
11+00.00 12+00.00 13+00.00 14+00.00 15+00.00 16+00.00 17+00.00 17+00.58
VETERANS MEMORIAL PKWY. EXTENSION
E. GRAVES AVE. TO
DR. MARTIN LUTHER KING JR. BLTWY.
VOL. CO. PROJECT #P5894
COUNTY OF VOLUSIA, FL
PLAN AND PROFILE
MetaWorld Civil Consulting
ENGINEERING SOLUTIONS
3930 S. Nova Rd., #104 Port Orange, FL 32127
(386) 944-9737
Know what's below.
before you dig.Call
R
N
VE
R T.
S C
AL
E:
DR. MLK JR. BLTWY.
17+00 18+00 19+00 20+00 21+00
22+00 23+00
PC
: 1
7+
.5
17+00.00 18+00.00 19+00.00 20+00.00 21+00.00
2.75%
400.89VC2.77%
436.29VC
BT @ 6.0'
9/3/2024
GNE
AA-01
47.86'
P V
C S
TA
+0
0.
E
LE
V
4.
PV
C
S
TA
+8 5.
EL
EV
5.
P V
T S
TA
+2
8.
E
LE
V
6.
PV
T
ST
A
=1 8+
.2
EL
EV
6.
M
AT
CH
L
IN
E
0.04%
PV
I S
TA
3+
.2
EL
EV
9.
N
SP3-01
27.84'
P V
T S
TA
+0
1.
E
LE
V
9.
PV
T
ST
A
=2 3+
.7
EL
EV
9.
06M
ATCH LIN
E
22+00.00 23+00.00
VETERANS MEMORIAL PKWY. EXTENSION
E. GRAVES AVE. TO
DR. MARTIN LUTHER KING JR. BLTWY.
VOL. CO. PROJECT #P5894
COUNTY OF VOLUSIA, FL
PLAN AND PROFILE
MetaWorld Civil Consulting
ENGINEERING SOLUTIONS
3930 S. Nova Rd., #104 Port Orange, FL 32127
(386) 944-9737
Know what's below.
before you dig.Call
R
T.
S C
AL
E:
4'
VE
R
T.
S
C
AL
E:
0.04%
PV
I S
TA
3+
.2
EL
EV
9.
.1
.0
.0
0.05%
PV
I S
TA
4+
.5
EL
EV
9.
N
SP3-02
27.75'
P V
T S
TA
+0
1.
E
LE
V
9.
PV
T
ST
A
=2 3+
.7
EL
EV
9.
23+00 24+00
25+00 26+00
27+00 28+00
29+00
PT
: 2 3+
.3
3 PC
: 2
8+
.7
23+00.00 23+69.33
24+00.00 25+00.00 26+00.00 27+00.00 28+00.00 28+48.71
29+00.00
VETERANS MEMORIAL PKWY. EXTENSION
E. GRAVES AVE. TO
DR. MARTIN LUTHER KING JR. BLTWY.
VOL. CO. PROJECT #P5894
COUNTY OF VOLUSIA, FL
PLAN AND PROFILE
MetaWorld Civil Consulting
ENGINEERING SOLUTIONS
3930 S. Nova Rd., #104 Port Orange, FL 32127
(386) 944-9737
Know what's below.
before you dig.Call
R
N
VE
R T.
S C
AL
E:
0.67%
I S
TA
3+
.2
EL
EV
6.
300.179VC
AA-11
43.00'
.6
6 48 .1
.8
.7
5 PV
T
ST
A
=1 9+
.8
PV
C
S
TA
+2 9.
EL
EV
7.
13+00 14+00 15+00 16+00 17+00 18+00 19+00
PC
: 1
7+
.0
13+00.00 14+00.00 15+00.00 16+00.00 17+00.00
+9
5.
0418+00.00 19+00.00
VETERANS MEMORIAL PKWY. EXTENSION
E. GRAVES AVE. TO
DR. MARTIN LUTHER KING JR. BLTWY.
VOL. CO. PROJECT #P5894
COUNTY OF VOLUSIA, FL
PLAN AND PROFILE
MetaWorld Civil Consulting
ENGINEERING SOLUTIONS
3930 S. Nova Rd., #104 Port Orange, FL 32127
(386) 944-9737
Know what's below.
before you dig.Call
R
N
VE
R T.
S C
AL
E:
KENTUCKY AVE.
AA-12
32.93'
580.10VC
SS-05
39.67'
AA-13
32.07'
SP1-02
40.56'
.0
.4
.3
.8
.8
PV
C
S
TA
+3 2.
EL
EV
4.
18+00
19+00
20+00
21+00 22+00 23+00
24+00
PC
: 1
7+
.0
PT
: 2
4+
.6
18+00.00 19+00.00
-1.72%
BT @ 6.0'
9/3/2024
GNE
AA-11
43.00'
.8
.7
5 PV
T
ST
A
=1 9+
.8
EL
EV
6.
20+00.00 21+00.00 22+00.00 23+00.00 24+00.00
+1
3.
VETERANS MEMORIAL PKWY. EXTENSION
E. GRAVES AVE. TO
DR. MARTIN LUTHER KING JR. BLTWY.
VOL. CO. PROJECT #P5894
COUNTY OF VOLUSIA, FL
PLAN AND PROFILE
MetaWorld Civil Consulting
ENGINEERING SOLUTIONS
3930 S. Nova Rd., #104 Port Orange, FL 32127
(386) 944-9737
Know what's below.
before you dig.Call
R
N
VE
R T.
S C
AL
E:
T.
S
C
AL
E:
1.42%
I S
TA
8+
.1
EL
EV
7.
AA-13
32.07'
SP1-02
40.56'
AA-14
40.57'
BT @ 6.0'
8/31/2024
GNE
AA-15
42.15'
BT @ 6.0'
8/31/2024
GNE
.8
3 42 .3
.4
.8
.3
PV
T
ST
A
=2 6+
.1
EL
EV
3.
24+00 25+00 26+00 27+00 28+00 29+00
5+
6+
PT
: 2
4+
.6
24+00.00
+1
3.
61 25+00.00 26+00.00 27+00.00 28+00.00 29+00.00
+0
5.
13 30+00.00
VETERANS MEMORIAL PKWY. EXTENSION
E. GRAVES AVE. TO
DR. MARTIN LUTHER KING JR. BLTWY.
VOL. CO. PROJECT #P5894
COUNTY OF VOLUSIA, FL
PLAN AND PROFILE
MetaWorld Civil Consulting
ENGINEERING SOLUTIONS
3930 S. Nova Rd., #104 Port Orange, FL 32127
(386) 944-9737
Know what's below.
before you dig.Call
R
N
VE
R T.
S C
AL
E:
4'
HORIZ. SCALE: 1"=40'
VE
TE
RA
N
S M
EM
. P
KW
Y.
60.00
70.00
PR
. R
/W (7
0.
' L T)
PR
. R
/W (7
0.
' R T)
PR
. T
EM
P.
C O
N
ST
. E
SM
T.
L
IN
E
O
FF
SE
T=
-1 1.
PG
L
EL
=6
6.
O /S
=1 1.
PG
L
EL
=6
5.
0.020 0.012
3:14:1
3:1
4:1
3:1 0.060
0.060 0.0204:1 4:1
VO
L.
CO
. B
FO
C
15.0'
D
BP
-O S-
LT
EL
=6 5.
D
BP
-R D
-L T
EL
=6
4.
D
BP
-R D
-R T
EL
=6
3.
60.00
70.00
SS-07
63.81'
9/5/2024
PR
. R
/W (7
0.
' L T)
PR
. R
/W (7
0.
' R T)
O
FF
SE
T=
-1 1.
PG
L
EL
=6
6.
O /S
=1 1.
PG
L
EL
=6
5.
PR
. T
EM
P.
C O
N
ST
. E
SM
T.
L
IN
E
3:1
3:1 0.020 0.020
3:1
VO
L.
CO
. B
FO
CD
BP
-R
D -L
T
EL
=6 5.
0.060 0.020 15.0'
60.00
70.00
80.00
BF
O
(B
BF
O
(B
BF
O
C (B
BF
O C
(B
BF
O
C (B
BF
O C
(B
BF
O
C (B
BF
O C
(B
W (B
W
(B
STA. 163+50
HORIZONTAL SCALE: 1" = 20'
VE
RT
IC
AL
S
CA
LE
: 1
0'
STA. 164+00
HORIZONTAL SCALE: 1" = 20'
VE
RT
IC
AL
S
CA
LE
: 1
STA. 164+50
HORIZONTAL SCALE: 1" = 20'
VE
RT
IC
AL
S
CA
LE
: 1
0'
020406080100120 20 40 60 80 100 120
020406080100120 20 40 60 80 100 120
020406080100120 20 40 60 80 100 120
VETERANS MEMORIAL PKWY. EXTENSION
E. GRAVES AVE. TO
DR. MARTIN LUTHER KING JR. BLTWY.
VOL. CO. PROJECT #P5894
COUNTY OF VOLUSIA, FL
MetaWorld Civil Consulting
ENGINEERING SOLUTIONS
3930 S. Nova Rd., #104 Port Orange, FL 32127
(386) 944-9737
Know what's below.
before you dig.Call
R CROSS SECTIONS
*SB LANES ARE WITHIN
SUPERELEVATION TRANSITION
TRANS. BEGIN= STA. 164+09.73
TRANS. END= STA. 166+09.73
PR
. R
/W (7
0.
' L T)
PR
. R
/W (7
0.
' R T)
PR
. T
EM
P.
C O
N
ST
. E
SM
T.
L
IN
E
O
FF
SE
T=
-1 1.
PG
L
EL
=6
5.
O /S
=1 1.
PG
L
EL
=6
5.
4:1 3:1
3:1
0.020 0.018
0.060
0.050 0.020
4:1 4:1
VO
L.
CO
. B
FO
C
15.0'
D
BP
-O S-
LT
EL
=6 3.
D
BP
-R D
-R T
EL
=6
2.
60.00
70.00
PR
. R
/W (7
0.
' L T)
PR
. R
/W (7
0.
' R T)
PR
. T
EM
P.
C O
N
ST
. E
SM
T.
L
IN
E
O
FF
SE
T=
-1 1.
PG
L
EL
=6
5.
O /S
=1 1.
PG
L
EL
=6
5.
4:1 3:1 4:14:1
3:1
0.020 0.008
0.060
0.060 0.020
VO
L.
CO
. B
FO
C
15.0'
D
BP
-O S-
LT
EL
=6 3.
D
BP
-R D
-R T
EL
=6
2.
60.00
70.00
PR
. R
/W (7
0.
' L T)
PR
. R
/W (7
0.
' R T)
PR
. T
EM
P.
C O
N
ST
. E
SM
T.
L
IN
E
O
FF
SE
T=
-1 1.
PG
L
EL
=6
5.
O /S
=1 1.
PG
L
EL
=6
5.
0.020
3:14:1
0.002
3:1
4:1 4:1 0.060
0.060 0.0203:1 4:1
VO
L.
CO
. B
FO
C
15.0'
D
BP
-O S-
LT
EL
=6 4.
D
BP
-R D
-L T
EL
=6
4.
D
BP
-R D
-R T
EL
=6
2.
STA. 165+00
HORIZONTAL SCALE: 1" = 20'
VE
RT
IC
AL
S
CA
LE
: 1
0'
STA. 165+50
HORIZONTAL SCALE: 1" = 20'
VE
RT
IC
AL
S
CA
LE
: 1
STA. 166+00
HORIZONTAL SCALE: 1" = 20'
VE
RT
IC
AL
S
CA
LE
: 1
0'
20406080100120 20 40 60 80 100 120
020406080100120 20 40 60 80 100 120
020406080100120 20 40 60 80 100 120
VETERANS MEMORIAL PKWY. EXTENSION
E. GRAVES AVE. TO
DR. MARTIN LUTHER KING JR. BLTWY.
VOL. CO. PROJECT #P5894
COUNTY OF VOLUSIA, FL
MetaWorld Civil Consulting
ENGINEERING SOLUTIONS
3930 S. Nova Rd., #104 Port Orange, FL 32127
(386) 944-9737
Know what's below.
before you dig.Call
R CROSS SECTIONS
*SB LANES ARE WITHIN
SUPERELEVATION TRANSITION
TRANS. BEGIN= STA. 164+09.73
TRANS. END= STA. 166+09.73
*SB LANES ARE WITHIN
SUPERELEVATION TRANSITION
TRANS. BEGIN= STA. 164+09.73
TRANS. END= STA. 166+09.73
*SB LANES ARE WITHIN
SUPERELEVATION TRANSITION
BT @ 6.0'
A-08 63'
3/14/2023
GNE
PR
. R
/W (7
0.
' L T)
PR
. R
/W (7
0.
' R T)
O
FF
SE
T=
-1 1.
PG
L
EL
=6
3.
O /S
=1 1.
PG
L
EL
=6
3.
4:1 3:1
3:1
0.020
0.020 0.060
0.050 0.020
4:1
4:1
VO
L.
CO
. B
FO
C
PR
. T
EM
P.
C O
N
ST
. E
SM
T.
L
IN
E
4.0'
D
BP
-O S-
LT
EL
=6 1.
D
BP
-R D
-R T
EL
=6
0.
60.00
70.00
PR
. R
/W (7
0.
' L T)
PR
. R
/W (7
0.
' R T)
O
FF
SE
T=
-1 1.
PG
L
EL
=6
4.
O /S
=1 1.
PG
L
EL
=6
4.
3:14:1
3:1
0.020
0.020 0.060
0.050 0.020
4:1
3:1
VO
L.
CO
. B
FO
C
PR
. T
EM
P.
C O
N
ST
. E
SM
T.
L
IN
E
10.5'
D
BP
-O S-
LT
EL
=6 2.
D
BP
-R D
-R T
EL
=6
1.
60.00
70.00
PR
. R
/W (7
0.
' L T)
PR
. R
/W (7
0.
' R T)
PR
. T
EM
P.
C O
N
ST
. E
SM
T.
L
IN
E
O
FF
SE
T=
-1 1.
PG
L
EL
=6
5.
O /S
=1 1.
PG
L
EL
=6
5.
4:1 3:1
3:1
0.020 0.018
0.060
0.050 0.020
4:1 4:1
VO
L.
CO
. B
FO
C
15.0'
D
BP
-O S-
LT
EL
=6 3.
D
BP
-R D
-R T
EL
=6
2.
STA. 166+50
HORIZONTAL SCALE: 1" = 20'
VE
RT
IC
AL
S
CA
LE
: 1
0'
STA. 167+00
HORIZONTAL SCALE: 1" = 20'
VE
RT
IC
AL
S
CA
LE
: 1
STA. 167+50
HORIZONTAL SCALE: 1" = 20'
VE
RT
IC
AL
S
CA
LE
: 1
0'
20406080100120 20 40 60 80 100 120
020406080100120 20 40 60 80 100 120
020406080100120 20 40 60 80 100 120
VETERANS MEMORIAL PKWY. EXTENSION
E. GRAVES AVE. TO
DR. MARTIN LUTHER KING JR. BLTWY.
VOL. CO. PROJECT #P5894
COUNTY OF VOLUSIA, FL
MetaWorld Civil Consulting
ENGINEERING SOLUTIONS
3930 S. Nova Rd., #104 Port Orange, FL 32127
(386) 944-9737
Know what's below.
before you dig.Call
R CROSS SECTIONS
*SB LANES ARE SUPERELEVATED
*SB LANES ARE SUPERELEVATED
*SB LANES ARE WITHIN
SUPERELEVATION TRANSITION
50.00
70.00
PR
. R
/W (7
0.
' L T)
PR
. R
/W (7
0.
' R T)
O
FF
SE
T=
-1 1.
PG
L
EL
=5
9.
O /S
=1 1.
PG
L
EL
=5
9.
4:1 3:1 4:1
0.020
0.020 0.060
0.050 0.020
4:1 4:1
VO
L.
CO
. B
FO
C
D
BP
-O S-
LT
EL
=5 7.
D
BP
-R D
-R T
EL
=5
6.
50.00
60.00
70.00
PR
. R
/W (7
0.
' L T)
PR
. R
/W (7
0.
' R T)
O
FF
SE
T=
-1 1.
PG
L
EL
=6
1.
O /S
=1 1.
PG
L
EL
=6
0.
4:1 3:1 3:1
0.020
0.020 0.060
0.050 0.020
4:1
4:1
VO
L.
CO
. B
FO
C
D
BP
-O S-
LT
EL
=5 9.
D
BP
-R D
-R T
EL
=5
8.
50.00
60.00
70.00
8/31/2024
GNE
BT @ 6.0'
AA-21
64.54'
PR
. R
/W (7
0.
' L T)
PR
. R
/W (7
0.
' R T)
O
FF
SE
T=
-1 1.
PG
L
EL
=6
2.
O /S
=1 1.
PG
L
EL
=6
2.
4:1 3:1 0.060
0.020 0.020
3:1
0.050 0.020
4:1
4:1
VO
L.
CO
. B
FO
C
D
BP
-O S-
LT
EL
=6 0.
D
BP
-R D
-R T
EL
=5
9.
STA. 168+00
HORIZONTAL SCALE: 1" = 20'
VE
RT
IC
AL
S
CA
LE
: 1
0'
STA. 168+50
HORIZONTAL SCALE: 1" = 20'
VE
RT
IC
AL
S
CA
LE
: 1
STA. 169+00
HORIZONTAL SCALE: 1" = 20'
VE
RT
IC
AL
S
CA
LE
: 1
0'
20406080100120 20 40 60 80 100 120
020406080100120 20 40 60 80 100 120
020406080100120 20 40 60 80 100 120
VETERANS MEMORIAL PKWY. EXTENSION
E. GRAVES AVE. TO
DR. MARTIN LUTHER KING JR. BLTWY.
VOL. CO. PROJECT #P5894
COUNTY OF VOLUSIA, FL
MetaWorld Civil Consulting
ENGINEERING SOLUTIONS
3930 S. Nova Rd., #104 Port Orange, FL 32127
(386) 944-9737
Know what's below.
before you dig.Call
R CROSS SECTIONS
*SB LANES ARE SUPERELEVATED
*SB LANES ARE SUPERELEVATED
PR
. R
/W (7
0.
' L T)
PR
. R
/W (7
0.
' R T)
O
FF
SE
T=
-1 1.
PG
L
EL
=5
4.
O /S
=1 1.
PG
L
EL
=5
3.
4:1 3:1
0.020 0.060
4:10.020 0.050
0.020 4:14:1
4:1
VO
L.
CO
. B
FO
C
D
BP
-O S-
LT
EL
=5 2.
D
BP
-R D
-R T
EL
=5
1.
45 D
BP
-O S-
R T
EL
=5
3.
50.00
60.00 PR
. R
/W (7
0.
' L T)
PR
. R
/W (7
0.
' R T)
O
FF
SE
T=
-1 1.
PG
L
EL
=5
6.
O /S
=1 1.
PG
L
EL
=5
5.
4:1 3:1
0.020
0.020 0.060
0.050 0.020
4:14:1 4:1 4:1
VO
L.
CO
. B
FO
C
D
BP
-O S-
LT
EL
=5 4.
D
BP
-R D
-R T
EL
=5
3.
D
BP
-O S-
R T
EL
=5
4.
50.00
60.00
PR
. R
/W (7
0.
' L T)
PR
. R
/W (7
0.
' R T)
O
FF
SE
T=
-1 1.
PG
L
EL
=5
7.
O /S
=1 1.
PG
L
EL
=5
7.
4:1 3:1
0.020
0.020 0.060 4:1
0.050 0.020
4:14:1 4:1
VO
L.
CO
. B
FO
C
D
BP
-O S-
LT
EL
=5 5.
D
BP
-R D
-R T
EL
=5
4.
D
BP
-O S-
R T
EL
=5
5.
STA. 169+50
HORIZONTAL SCALE: 1" = 20'
VE
RT
IC
AL
S
CA
LE
: 1
0'
STA. 170+00
HORIZONTAL SCALE: 1" = 20'
VE
RT
IC
AL
S
CA
LE
: 1
STA. 170+50
HORIZONTAL SCALE: 1" = 20'
VE
RT
IC
AL
S
CA
LE
: 1
0'
20406080100120 20 40 60 80 100 120
020406080100120 20 40 60 80 100 120
020406080100120 20 40 60 80 100 120
VETERANS MEMORIAL PKWY. EXTENSION
E. GRAVES AVE. TO
DR. MARTIN LUTHER KING JR. BLTWY.
VOL. CO. PROJECT #P5894
COUNTY OF VOLUSIA, FL
MetaWorld Civil Consulting
ENGINEERING SOLUTIONS
3930 S. Nova Rd., #104 Port Orange, FL 32127
(386) 944-9737
Know what's below.
before you dig.Call
R CROSS SECTIONS
*SB LANES ARE SUPERELEVATED
PR
. R
/W (7
0.
' L T)
PR
. R
/W (7
0.
' R T)
O
FF
SE
T=
-1 1.
PG
L
EL
=5
0.
O /S
=1 1.
PG
L
EL
=5
0.
4:1 3:1
0.020 0.060
4:10.020 0.050
0.020 4:1
4:1 4:1
VO
L.
CO
. B
FO
C
D
BP
-O S-
LT
EL
=4 9.
D
BP
-R D
-R T
EL
=4
7.
96 D
BP
-O S-
R T
EL
=4
9.
50.00
60.00
PR
. R
/W (7
0.
' L T)
PR
. R
/W (7
0.
' R T)
O
FF
SE
T=
-1 1.
PG
L
EL
=5
1.
O /S
=1 1.
PG
L
EL
=5
1.
4:1 3:1
0.020 0.060
4:10.020 0.050
0.020 4:14:1
4:1
VO
L.
CO
. B
FO
C
D
BP
-O S-
LT
EL
=5 0.
D
BP
-R D
-R T
EL
=4
8.
88 D
BP
-O S-
R T
EL
=5
0.
50.00
60.00
BT @ 6.0'
AA-20
53.25'
8/31/2024
GNE
PR
. R
/W (7
0.
' L T)
PR
. R
/W (7
0.
' R T)
O
FF
SE
T=
-1 1.
PG
L
EL
=5
2.
O /S
=1 1.
PG
L
EL
=5
2.
4:1 3:1
0.020
0.0600.020 4:1
0.050 0.020
4:14:1
4:1
VO
L.
CO
. B
FO
C
D
BP
-O S-
LT
EL
=5 1.
D
BP
-R D
-R T
EL
=5
0.
04 D
BP
-O S-
R T
EL
=5
2.
STA. 171+00
HORIZONTAL SCALE: 1" = 20'
VE
RT
IC
AL
S
CA
LE
: 1
0'
STA. 171+50
HORIZONTAL SCALE: 1" = 20'
VE
RT
IC
AL
S
CA
LE
: 1
STA. 172+00
HORIZONTAL SCALE: 1" = 20'
VE
RT
IC
AL
S
CA
LE
: 1
0'
20406080100120 20 40 60 80 100 120
020406080100120 20 40 60 80 100 120
020406080100120 20 40 60 80 100 120
VETERANS MEMORIAL PKWY. EXTENSION
E. GRAVES AVE. TO
DR. MARTIN LUTHER KING JR. BLTWY.
VOL. CO. PROJECT #P5894
COUNTY OF VOLUSIA, FL
MetaWorld Civil Consulting
ENGINEERING SOLUTIONS
3930 S. Nova Rd., #104 Port Orange, FL 32127
(386) 944-9737
Know what's below.
before you dig.Call
R CROSS SECTIONS
V
M
40.00
60.00
BT @ 6.0'
8/31/2024
GNE
-200 = 5 w = 6
AA-19
49.90'
PR
. R
/W (7
0.
' L T)
PR
. R
/W (7
0.
' R T)
PR
. T
EM
P.
C O
N
ST
. E
SM
T.
L
IN
E
O
FF
SE
T=
-1 1.
PG
L
EL
=4
9.
O /S
=1 1.
PG
L
EL
=4
9.
4:1 3:1
0.0200.050
0.0600.020 0.020
3:1
4:1 4:1
VO
L.
CO
. B
FO
C
35.0'
D
BP
-O S-
LT
EL
=4 7.
D
BP
-R D
-R T
EL
=4
6.
40.00
50.00
60.00
PR
. R
/W (7
0.
' L T)
PR
. R
/W (7
0.
' R T)
PR
. T
EM
P.
C O
N
ST
. E
SM
T.
L
IN
E
O
FF
SE
T=
-1 1.
PG
L
EL
=4
9.
O /S
=1 1.
PG
L
EL
=4
9.
4:1 3:1
0.0200.050
0.0600.020
3:1
0.020 4:1
4:1
VO
L.
CO
. B
FO
C
35.0'
D
BP
-O S-
LT
EL
=4 7.
D
BP
-R D
-R T
EL
=4
6.
40.00
50.00
60.00
PR
. R
/W (7
0.
' L T)
PR
. R
/W (7
0.
' R T)
O
FF
SE
T=
-1 1.
PG
L
EL
=5
0.
O /S
=1 1.
PG
L
EL
=4
9.
4:1 3:1
0.020
0.060 4:1
0.020 0.050
0.020 4:1
4:1
VO
L.
CO
. B
FO
C
D
BP
-O S-
LT
EL
=4 8.
D
BP
-R D
-R T
EL
=4
7.
D
BP
-O S-
R T
EL
=4
8.
STA. 172+50
HORIZONTAL SCALE: 1" = 20'
VE
RT
IC
AL
S
CA
LE
: 1
0'
STA. 173+00
HORIZONTAL SCALE: 1" = 20'
VE
RT
IC
AL
S
CA
LE
: 1
STA. 173+50
HORIZONTAL SCALE: 1" = 20'
VE
RT
IC
AL
S
CA
LE
: 1
0'
20406080100120 20 40 60 80 100 120
020406080100120 20 40 60 80 100 120
020406080100120 20 40 60 80 100 120
VETERANS MEMORIAL PKWY. EXTENSION
E. GRAVES AVE. TO
DR. MARTIN LUTHER KING JR. BLTWY.
VOL. CO. PROJECT #P5894
COUNTY OF VOLUSIA, FL
MetaWorld Civil Consulting
ENGINEERING SOLUTIONS
3930 S. Nova Rd., #104 Port Orange, FL 32127
(386) 944-9737
Know what's below.
before you dig.Call
R CROSS SECTIONS
*SB LANES ARE SUPERELEVATED
PR
. R
/W (7
0.
' L T)
PR
. R
/W (7
0.
' R T)
PR
. T
EM
P.
C O
N
ST
. E
SM
T.
L
IN
E
O
FF
SE
T=
-1 1.
PG
L
EL
=4
8.
O /S
=1 1.
PG
L
EL
=4
8.
4:1 3:1
0.0200.050
0.020 0.060
0.020
3:1
4:1
4:1
VO
L.
CO
. B
FO
C
35.0'
D
BP
-O S-
LT
EL
=4 7.
D
BP
-R D
-R T
EL
=4
5.
40.00
50.00 PR
. R
/W (7
0.
' L T)
PR
. R
/W (7
0.
' R T)
PR
. T
EM
P.
C O
N
ST
. E
SM
T.
L
IN
E
O
FF
SE
T=
-1 1.
PG
L
EL
=4
9.
O /S
=1 1.
PG
L
EL
=4
8.
4:1 3:1
0.0200.050
0.020 0.060
0.020
3:1
4:1 4:1
VO
L.
CO
. B
FO
C
35.0'
D
BP
-O S-
LT
EL
=4 7.
D
BP
-R D
-R T
EL
=4
6.
40.00
50.00
PR
. R
/W (7
0.
' L T)
PR
. R
/W (7
0.
' R T)
PR
. T
EM
P.
C O
N
ST
. E
SM
T.
L
IN
E
O
FF
SE
T=
-1 1.
PG
L
EL
=4
9.
O /S
=1 1.
PG
L
EL
=4
8.
4:1 3:1
0.0200.050
0.020 0.060
0.020
3:1
4:1 4:1
VO
L.
CO
. B
FO
C
35.0'
D
BP
-O S-
LT
EL
=4 7.
D
BP
-R D
-R T
EL
=4
6.
STA. 174+00
HORIZONTAL SCALE: 1" = 20'
VE
RT
IC
AL
S
CA
LE
: 1
0'
STA. 174+50
HORIZONTAL SCALE: 1" = 20'
VE
RT
IC
AL
S
CA
LE
: 1
STA. 175+00
HORIZONTAL SCALE: 1" = 20'
VE
RT
IC
AL
S
CA
LE
: 1
0'
20406080100120 20 40 60 80 100 120
020406080100120 20 40 60 80 100 120
020406080100120 20 40 60 80 100 120
VETERANS MEMORIAL PKWY. EXTENSION
E. GRAVES AVE. TO
DR. MARTIN LUTHER KING JR. BLTWY.
VOL. CO. PROJECT #P5894
COUNTY OF VOLUSIA, FL
MetaWorld Civil Consulting
ENGINEERING SOLUTIONS
3930 S. Nova Rd., #104 Port Orange, FL 32127
(386) 944-9737
Know what's below.
before you dig.Call
R CROSS SECTIONS
*SB LANES ARE SUPERELEVATED
PR
. R
/W (7
0.
' L T)
PR
. R
/W (7
0.
' R T)
PR
. T
EM
P.
C O
N
ST
. E
SM
T.
L
IN
E
O
FF
SE
T=
-1 1.
PG
L
EL
=4
7.
O /S
=1 1.
PG
L
EL
=4
7.
4:1 4:1 4:1 3:1
0.0080.060 0.020 0.060 0.020
3:1
VO
L.
CO
. B
FO
C
PR
. T
EM
P.
C O
N
ST
. E
SM
T.
L
IN
E
10.0'
D
BP
-O S-
LT
EL
=4 5.
D
BP
-R D
-L T
EL
=4
6.
D
BP
-R D
-R T
EL
=4
5.
3:1
3:1
5.0'
40.00
50.00
PR
. R
/W (7
0.
' L T)
PR
. R
/W (7
0.
' R T)
PR
. T
EM
P.
C O
N
ST
. E
SM
T.
L
IN
E
O
FF
SE
T=
-1 1.
PG
L
EL
=4
8.
O /S
=1 1.
PG
L
EL
=4
7.
4:1 3:1
0.0020.060 0.020 0.060 0.020
4:1
4:1
VO
L.
CO
. B
FO
C
10.0'
D
BP
-O S-
LT
EL
=4 6.
D
BP
-R D
-R T
EL
=4
5.
3:1
40.00
50.00
N
-200 = 18 w = 21
BT @ 15.0'
SS-06
48.28'
9/6/2024
PR
. R
/W (7
0.
' L T)
PR
. R
/W (7
0.
' R T)
PR
. T
EM
P.
C O
N
ST
. E
SM
T.
L
IN
E
O
FF
SE
T=
-1 1.
PG
L
EL
=4
8.
O /S
=1 1.
PG
L
EL
=4
8.
4:1 3:1
0.0130.057
0.020 0.060
0.020
3:1
4:1
4:1
VO
L.
CO
. B
FO
C
35.0'
D
BP
-O S-
LT
EL
=4 6.
D
BP
-R D
-R T
EL
=4
5.
STA. 175+50
HORIZONTAL SCALE: 1" = 20'
VE
RT
IC
AL
S
CA
LE
: 1
0'
STA. 176+00
HORIZONTAL SCALE: 1" = 20'
VE
RT
IC
AL
S
CA
LE
: 1
STA. 176+50
HORIZONTAL SCALE: 1" = 20'
VE
RT
IC
AL
S
CA
LE
: 1
0'
20406080100120 20 40 60 80 100 120
020406080100120 20 40 60 80 100 120
020406080100120 20 40 60 80 100 120
VETERANS MEMORIAL PKWY. EXTENSION
E. GRAVES AVE. TO
DR. MARTIN LUTHER KING JR. BLTWY.
VOL. CO. PROJECT #P5894
COUNTY OF VOLUSIA, FL
MetaWorld Civil Consulting
ENGINEERING SOLUTIONS
3930 S. Nova Rd., #104 Port Orange, FL 32127
(386) 944-9737
Know what's below.
before you dig.Call
R CROSS SECTIONS
*SB LANES ARE WITHIN
SUPERELEVATION TRANSITION
TRANS. BEGIN= STA. 175+11.64
TRANS. END= STA. 177+11.64
*SB LANES ARE WITHIN
SUPERELEVATION TRANSITION
TRANS. BEGIN= STA. 175+11.64
TRANS. END= STA. 177+11.64
*SB LANES ARE WITHIN
SUPERELEVATION TRANSITION
TRANS. BEGIN= STA. 175+11.64
TRANS. END= STA. 177+11.64
8/31/2024
GNE
BT @ 6.0'
AA-18
48.23'
PR
. R
/W (7
0.
' L T)
PR
. R
/W (7
0.
' R T)
PR
. T
EM
P.
C O
N
ST
. E
SM
T.
L
IN
E
O
FF
SE
T=
-1 1.
PG
L
EL
=4
7.
O /S
=1 1.
PG
L
EL
=4
7.
0.0200.060 0.020 0.060 4:14:1 4:1 3:1
0.020
3:1
VO
L.
CO
. B
FO
C
10.0'
D
BP
-R D
-L T
EL
=4
5.
D
BP
-O S-
LT
EL
=4 4.
D
BP
-R D
-R T
EL
=4
4.
2:1
3:1 0.020
40.00
50.00
PR
. R
/W (7
0.
' L T)
PR
. R
/W (7
0.
' R T)
PR
. T
EM
P.
C O
N
ST
. E
SM
T.
L
IN
E
O
FF
SE
T=
-1 1.
PG
L
EL
=4
7.
O /S
=1 1.
PG
L
EL
=4
7.
4:1 4:1 3:1
0.0200.060 0.020 0.060
0.020
3:1 4:1
VO
L.
CO
. B
FO
C
PR
. T
EM
P.
C O
N
ST
. E
SM
T.
L
IN
E
10.0'
D
BP
-O S-
LT
EL
=4 4.
D
BP
-R D
-L T
EL
=4
5.
D
BP
-R D
-R T
EL
=4
4.
3:1
2:1
5.0'
40.00
50.00
PR
. R
/W (7
0.
' L T)
PR
. R
/W (7
0.
' R T)
PR
. T
EM
P.
C O
N
ST
. E
SM
T.
L
IN
E
O
FF
SE
T=
-1 1.
PG
L
EL
=4
7.
O /S
=1 1.
PG
L
EL
=4
7.
4:1 4:1 4:1 3:10.0170.060 0.020 0.060
0.020 5:1
VO
L.
CO
. B
FO
C
PR
. T
EM
P.
C O
N
ST
. E
SM
T.
L
IN
E
10.0' D
BP
-R
D -L
T
EL
=4 6.
D
BP
-O S-
LT
EL
=4 2.
D
BP
-R D
-R T
EL
=4
6.
0.019
5.0'
3:1
STA. 177+00
HORIZONTAL SCALE: 1" = 20'
VE
RT
IC
AL
S
CA
LE
: 1
0'
STA. 177+50
HORIZONTAL SCALE: 1" = 20'
VE
RT
IC
AL
S
CA
LE
: 1
STA. 178+00
HORIZONTAL SCALE: 1" = 20'
VE
RT
IC
AL
S
CA
LE
: 1
0'
20406080100120 20 40 60 80 100 120
020406080100120 20 40 60 80 100 120
020406080100120 20 40 60 80 100 120
VETERANS MEMORIAL PKWY. EXTENSION
E. GRAVES AVE. TO
DR. MARTIN LUTHER KING JR. BLTWY.
VOL. CO. PROJECT #P5894
COUNTY OF VOLUSIA, FL
MetaWorld Civil Consulting
ENGINEERING SOLUTIONS
3930 S. Nova Rd., #104 Port Orange, FL 32127
(386) 944-9737
Know what's below.
before you dig.Call
R CROSS SECTIONS
*SB LANES ARE WITHIN
SUPERELEVATION TRANSITION
TRANS. BEGIN= STA. 175+11.64
TRANS. END= STA. 177+11.64
-200 = 3 w = 3
8/31/2024
GNE
BT @ 6.0'
AA-17
42.02'
PR
. R
/W (7
0.
' L T)
PR
. R
/W (7
0.
' R T)
O
FF
SE
T=
-1 1.
PG
L
EL
=4
6.
O /S
=1 1.
PG
L
EL
=4
6.
0.0200.060 0.020 0.060 4:14:1 4:1 3:1
0.020
3:1
VO
L.
CO
. B
FO
CD
BP
-O
S-
LT
EL
=4
3.
D
BP
-R D
-L T
EL
=4
4.
D
BP
-R D
-R T
EL
=4
3.
2:1
3:1 0.020
40.00
50.00
PR
. R
/W (7
0.
' L T)
PR
. R
/W (7
0.
' R T)
O
FF
SE
T=
-1 1.
PG
L
EL
=4
6.
O /S
=1 1.
PG
L
EL
=4
6.
0.0200.060 0.020 0.060 4:14:1 4:1 3:1
0.020
3:1
VO
L.
CO
. B
FO
CD
BP
-O
S-
LT
EL
=4
3.
D
BP
-R D
-L T
EL
=4
5.
2:1
3:1 0.020
40.00
50.00
PR
. R
/W (7
0.
' L T)
PR
. R
/W (7
0.
' R T)
O
FF
SE
T=
-1 1.
PG
L
EL
=4
6.
O /S
=1 1.
PG
L
EL
=4
6.
0.0200.060 0.020 0.060 4:14:1 4:1 3:1
0.020
3:1
VO
L.
CO
. B
FO
CD
BP
-O
S-
LT
EL
=4
4.
D
BP
-R D
-L T
EL
=4
5.
D
BP
-R D
-R T
EL
=4
4.
2:1
3:1 0.020
STA. 178+50
HORIZONTAL SCALE: 1" = 20'
VE
RT
IC
AL
S
CA
LE
: 1
0'
STA. 179+00
HORIZONTAL SCALE: 1" = 20'
VE
RT
IC
AL
S
CA
LE
: 1
STA. 179+50
HORIZONTAL SCALE: 1" = 20'
VE
RT
IC
AL
S
CA
LE
: 1
0'
20406080100120 20 40 60 80 100 120
020406080100120 20 40 60 80 100 120
020406080100120 20 40 60 80 100 120
VETERANS MEMORIAL PKWY. EXTENSION
E. GRAVES AVE. TO
DR. MARTIN LUTHER KING JR. BLTWY.
VOL. CO. PROJECT #P5894
COUNTY OF VOLUSIA, FL
MetaWorld Civil Consulting
ENGINEERING SOLUTIONS
3930 S. Nova Rd., #104 Port Orange, FL 32127
(386) 944-9737
Know what's below.
before you dig.Call
PR
. R
/W (7
0.
' L T)
PR
. R
/W (7
0.
' R T)
O
FF
SE
T=
-1 1.
PG
L
EL
=4
5.
O /S
=1 1.
PG
L
EL
=4
5.
0.0200.060 0.020 0.060 4:14:1 4:1 3:1
0.020
3:1
VO
L.
CO
. B
FO
CD
BP
-O
S-
LT
EL
=4
3.
D
BP
-R D
-L T
EL
=4
4.
D
BP
-R D
-R T
EL
=4
3.
0.0203:1
2:1
40.00
50.00
PR
. R
/W (7
0.
' L T)
PR
. R
/W (7
0.
' R T)
O
FF
SE
T=
-1 1.
PG
L
EL
=4
5.
O /S
=1 1.
PG
L
EL
=4
5.
0.0200.060 0.020 0.060 4:14:1 4:1 3:1
0.020
3:1
VO
L.
CO
. B
FO
CD
BP
-O
S-
LT
EL
=4
3.
D
BP
-R D
-L T
EL
=4
4.
D
BP
-R D
-R T
EL
=4
3.
0.020
2:1
3:1
40.00
50.00
PR
. R
/W (7
0.
' L T)
PR
. R
/W (7
0.
' R T)
O
FF
SE
T=
-1 1.
PG
L
EL
=4
6.
O /S
=1 1.
PG
L
EL
=4
6.
0.0200.060 0.020 0.060 4:14:1 4:1 3:1
0.020
3:1
VO
L.
CO
. B
FO
CD
BP
-O
S-
LT
EL
=4
3.
D
BP
-R D
-L T
EL
=4
4.
D
BP
-R D
-R T
EL
=4
3.
2:1
3:1 0.020
STA. 180+00
HORIZONTAL SCALE: 1" = 20'
VE
RT
IC
AL
S
CA
LE
: 1
0'
STA. 180+50
HORIZONTAL SCALE: 1" = 20'
VE
RT
IC
AL
S
CA
LE
: 1
STA. 181+00
HORIZONTAL SCALE: 1" = 20'
VE
RT
IC
AL
S
CA
LE
: 1
0'
20406080100120 20 40 60 80 100 120
020406080100120 20 40 60 80 100 120
020406080100120 20 40 60 80 100 120
VETERANS MEMORIAL PKWY. EXTENSION
E. GRAVES AVE. TO
DR. MARTIN LUTHER KING JR. BLTWY.
VOL. CO. PROJECT #P5894
COUNTY OF VOLUSIA, FL
MetaWorld Civil Consulting
ENGINEERING SOLUTIONS
3930 S. Nova Rd., #104 Port Orange, FL 32127
(386) 944-9737
Know what's below.
before you dig.Call
PR
. R
/W (7
0.
' L T)
PR
. R
/W (7
0.
' R T)
PR
. T
EM
P.
C O
N
ST
. E
SM
T.
L
IN
E
O
FF
SE
T=
-1 1.
PG
L
EL
=4
4.
O /S
=1 1.
PG
L
EL
=4
4.
4:1 3:1
0.0200.060 0.020 0.060
0.020
3:1
4:14:1
VO
L.
CO
. B
FO
C
VO
L.
CO
. B
FO
C
30.0'
D
BP
-O S-
LT
EL
=4 2.
D
BP
-R D
-L T
EL
=4
3.
D
BP
-R D
-R T
EL
=4
3.
0.020
2:1
3:1
40.00
50.00
PR
. R
/W (7
0.
' L T)
PR
. R
/W (7
0.
' R T)
O
FF
SE
T=
-1 1.
PG
L
EL
=4
5.
O /S
=1 1.
PG
L
EL
=4
5.
PR
. T
EM
P.
C O
N
ST
. E
SM
T.
L
IN
E
4:1
0.0200.060 0.020 0.060 3:1
0.020
3:1
4:14:1
VO
L.
CO
. B
FO
C
VO
L.
CO
. B
FO
C
20.0'
D
BP
-O S-
LT
EL
=4 2.
D
BP
-R D
-L T
EL
=4
3.
D
BP
-R D
-R T
EL
=4
2.
0.020
2:1
3:1
40.00
50.00
8/31/2024
GNE
BT @ 6.0'
AA-16
47.28'
PR
. R
/W (7
0.
' L T)
PR
. R
/W (7
0.
' R T)
O
FF
SE
T=
-1 1.
PG
L
EL
=4
5.
O /S
=1 1.
PG
L
EL
=4
5.
0.0200.060 0.020 0.060 4:14:1 4:1 3:1
0.020
3:1
VO
L.
CO
. B
FO
CD
BP
-O
S-
LT
EL
=4
2.
D
BP
-R D
-L T
EL
=4
3.
D
BP
-R D
-R T
EL
=4
2.
0.020
2:1
3:1
STA. 181+50
HORIZONTAL SCALE: 1" = 20'
VE
RT
IC
AL
S
CA
LE
: 1
0'
STA. 182+00
HORIZONTAL SCALE: 1" = 20'
VE
RT
IC
AL
S
CA
LE
: 1
STA. 182+50
HORIZONTAL SCALE: 1" = 20'
VE
RT
IC
AL
S
CA
LE
: 1
0'
20406080100120 20 40 60 80 100 120
020406080100120 20 40 60 80 100 120
020406080100120 20 40 60 80 100 120
VETERANS MEMORIAL PKWY. EXTENSION
E. GRAVES AVE. TO
DR. MARTIN LUTHER KING JR. BLTWY.
VOL. CO. PROJECT #P5894
COUNTY OF VOLUSIA, FL
MetaWorld Civil Consulting
ENGINEERING SOLUTIONS
3930 S. Nova Rd., #104 Port Orange, FL 32127
(386) 944-9737
Know what's below.
before you dig.Call
PR
. R
/W (7
0.
' L T)
PR
. R
/W (7
0.
' R T)
PR
. T
EM
P.
C O
N
ST
. E
SM
T.
L
IN
E
O
FF
SE
T=
-1 1.
PG
L
EL
=4
5.
O /S
=1 1.
PG
L
EL
=4
5.
0.0200.060 0.020 0.0604:14:1 4:1 3:1 0.020
3:1
VO
L.
CO
. B
FO
C
VO
L.
CO
. B
FO
C
30.0'
D
BP
-O S-
LT
EL
=4 0.
D
BP
-R D
-L T
EL
=4
3.
D
BP
-R D
-R T
EL
=4
3.
4:1
0.020
40.00
50.00
PR
. R
/W (7
0.
' L T)
PR
. R
/W (7
0.
' R T)
PR
. T
EM
P.
C O
N
ST
. E
SM
T.
L
IN
E
O
FF
SE
T=
-1 1.
PG
L
EL
=4
5.
O /S
=1 1.
PG
L
EL
=4
5.
0.0200.060 0.020 0.0604:14:1 4:1 3:1 0.020
3:1
VO
L.
CO
. B
FO
C
VO
L.
CO
. B
FO
C
30.0'
D
BP
-O S-
LT
EL
=4 1.
80 D
BP
-R D
-L T
EL
=4
3.
D
BP
-R D
-R T
EL
=4
3.
3:1 3:1
0.020
40.00
50.00
PR
. R
/W (7
0.
' L T)
PR
. R
/W (7
0.
' R T)
PR
. T
EM
P.
C O
N
ST
. E
SM
T.
L
IN
E
O
FF
SE
T=
-1 1.
PG
L
EL
=4
4.
O /S
=1 1.
PG
L
EL
=4
4.
0.0200.060 0.020 0.0604:14:1 4:1 3:1 0.020
3:1
VO
L.
CO
. B
FO
C
VO
L.
CO
. B
FO
C
30.0'
D
BP
-O S-
LT
EL
=4 2.
D
BP
-R D
-L T
EL
=4
3.
D
BP
-R D
-R T
EL
=4
3.
0.020 2:1
3:1
STA. 183+00
HORIZONTAL SCALE: 1" = 20'
VE
RT
IC
AL
S
CA
LE
: 1
0'
STA. 183+50
HORIZONTAL SCALE: 1" = 20'
VE
RT
IC
AL
S
CA
LE
: 1
STA. 184+00
HORIZONTAL SCALE: 1" = 20'
VE
RT
IC
AL
S
CA
LE
: 1
0'
20406080100120 20 40 60 80 100 120
020406080100120 20 40 60 80 100 120
020406080100120 20 40 60 80 100 120
VETERANS MEMORIAL PKWY. EXTENSION
E. GRAVES AVE. TO
DR. MARTIN LUTHER KING JR. BLTWY.
VOL. CO. PROJECT #P5894
COUNTY OF VOLUSIA, FL
MetaWorld Civil Consulting
ENGINEERING SOLUTIONS
3930 S. Nova Rd., #104 Port Orange, FL 32127
(386) 944-9737
Know what's below.
before you dig.Call
PR
. R
/W (7
0.
' L T)
PR
. R
/W (7
0.
' R T)
O
FF
SE
T=
-1 1.
PG
L
EL
=4
7.
O /S
=1 1.
PG
L
EL
=4
7.
0.0150.020 0.060
4:14:1 0.014
VO
L.
CO
. B
FO
C
D
BP
-O S-
LT
EL
=4 3.
D
BP
-R D
-L T
EL
=4
6.
3:1
0.020
40.00
50.00
PR
. R
/W (7
0.
' L T)
PR
. R
/W (7
0.
' R T)
O
FF
SE
T=
-1 1.
PG
L
EL
=4
6.
O /S
=1 1.
PG
L
EL
=4
6.
0.020
0.060 0.020 0.0604:14:1 4:1 3:1
0.020
3:1
VO
L.
CO
. B
FO
C
VO
L.
CO
. B
FO
C
D
BP
-O S-
LT
EL
=4 0.
D
BP
-R D
-L T
EL
=4
5.
D
BP
-R D
-R T
EL
=4
5.
3:1
0.020
40.00
50.00
PR
. R
/W (7
0.
' L T)
PR
. R
/W (7
0.
' R T)
PR
. T
EM
P.
C O
N
ST
. E
SM
T.
L
IN
E
O
FF
SE
T=
-1 1.
PG
L
EL
=4
6.
O /S
=1 1.
PG
L
EL
=4
6.
0.0200.060 0.020 0.0604:14:1 4:1 3:1 0.020
4:14:1
VO
L.
CO
. B
FO
C
30.0' D
BP
-R
D -L
T
EL
=4 4.
D
BP
-R D
-R T
EL
=4
4.
0.020
STA. 184+50
HORIZONTAL SCALE: 1" = 20'
VE
RT
IC
AL
S
CA
LE
: 1
0'
STA. 185+00
HORIZONTAL SCALE: 1" = 20'
VE
RT
IC
AL
S
CA
LE
: 1
STA. 185+50
HORIZONTAL SCALE: 1" = 20'
VE
RT
IC
AL
S
CA
LE
: 1
0'
20406080100120 20 40 60 80 100 120
020406080100120 20 40 60 80 100 120
020406080100120 20 40 60 80 100 120
VETERANS MEMORIAL PKWY. EXTENSION
E. GRAVES AVE. TO
DR. MARTIN LUTHER KING JR. BLTWY.
VOL. CO. PROJECT #P5894
COUNTY OF VOLUSIA, FL
MetaWorld Civil Consulting
ENGINEERING SOLUTIONS
3930 S. Nova Rd., #104 Port Orange, FL 32127
(386) 944-9737
Know what's below.
before you dig.Call
R CROSS SECTIONS
*NB LANES ARE IN
SUPERELEVATION TRANSITION
TRANS. BEGIN= STA. 185+25.74
TRANS. END= STA. 187+25.74
PR. KENTUCKY AVE. R/W
60.00
PR
. R
/W (7
0.
' L T)
PR
. R
/W (7
0.
' R T)
O
FF
SE
T=
-1 1.
PG
L
EL
=4
9.
O /S
=1 1.
PG
L
EL
=4
9.
4:1 4:1 4:1 3:1
4:1
0.020 0.060
4:1
0.006 0.060
0.020
VO
L.
CO
. B
FO
C
D
BP
-R D
-L T
EL
=4
6.
D
BP
-R D
-R T
EL
=4
7.
D
BP
-O S-
LT
EL
=4 6.
4:1
0.020
10:1
4:1
40.00
50.00
PR
. R
/W (7
0.
' L T)
PR
. R
/W (7
0.
' R T)
O
FF
SE
T=
-1 1.
PG
L
EL
=4
8.
O /S
=1 1.
PG
L
EL
=4
8.
0.0050.020 0.060
4:1
0.060
0.020
3:1 5:1
4:14:1
VO
L.
CO
. B
FO
C
D
BP
-O S-
LT
EL
=4 5.
D
BP
-R D
-L T
EL
=4
6.
D
BP
-R D
-R T
EL
=4
6.
3:1
0.020
40.00
50.00
60.00
PR
. R
/W (7
0.
' L T)
PR
. R
/W (7
0.
' R T)
O
FF
SE
T=
-1 1.
PG
L
EL
=5
0.
O /S
=1 1.
PG
L
EL
=5
0.
4:1 4:1
4:1 3:1 0.0550.016
4:1 0.020
0.060
0.020
4:1
VO
L.
CO
. B
FO
C
D
BP
-R D
-L T
EL
=4
7.
D
BP
-R D
-R T
EL
=4
8.
D
BP
-O S-
LT
EL
=4 7.
10:1
4:1
0.020
4:1
STA. 186+00
HORIZONTAL SCALE: 1" = 20'
VE
RT
IC
AL
S
CA
LE
: 1
0'
STA. 186+50
HORIZONTAL SCALE: 1" = 20'
VE
RT
IC
AL
S
CA
LE
: 1
STA. 187+00
HORIZONTAL SCALE: 1" = 20'
VE
RT
IC
AL
S
CA
LE
: 1
0'
20406080100120 20 40 60 80 100 120
020406080100120 20 40 60 80 100 120
020406080100120 20 40 60 80 100 120
VETERANS MEMORIAL PKWY. EXTENSION
E. GRAVES AVE. TO
DR. MARTIN LUTHER KING JR. BLTWY.
VOL. CO. PROJECT #P5894
COUNTY OF VOLUSIA, FL
MetaWorld Civil Consulting
ENGINEERING SOLUTIONS
3930 S. Nova Rd., #104 Port Orange, FL 32127
(386) 944-9737
Know what's below.
before you dig.Call
R CROSS SECTIONS
*NB LANES ARE IN
SUPERELEVATION TRANSITION
TRANS. BEGIN= STA. 185+25.74
TRANS. END= STA. 187+25.74
*NB LANES ARE IN
SUPERELEVATION TRANSITION
TRANS. BEGIN= STA. 185+25.74
TRANS. END= STA. 187+25.74
*NB LANES ARE IN
SUPERELEVATION TRANSITION
TRANS. BEGIN= STA. 185+25.74
TRANS. END= STA. 187+25.74
PR
. R
/W (7
0.
' L T)
PR
. R
/W (7
0.
' R T)
O
FF
SE
T=
-1 1.
PG
L
EL
=5
2.
O /S
=1 1.
PG
L
EL
=5
3.
4:1
4:1 3:1
0.020 0.050
0.020 5:1
0.020 0.060
VO
L.
CO
. B
FO
C
D
BP
-R D
-L T
EL
=5
0.
D
BP
-R D
-R T
EL
=5
1.
D
BP
-O S-
LT
EL
=5 1.
01 4:1
4:1 0.020
4:1
2:1
10:1
40.00
50.00
60.00
N
9/5/2024
SS-04
51.62'
PR
. R
/W (7
0.
' L T)
PR
. R
/W (7
0.
' R T)
O
FF
SE
T=
-1 1.
PG
L
EL
=5
1.
O /S
=1 1.
PG
L
EL
=5
2.
4:1 4:1
4:1 3:1 0.020
0.020 0.050
7:1
0.020 0.060
VO
L.
CO
. B
FO
C
D
BP
-R D
-L T
EL
=4
9.
D
BP
-R D
-R T
EL
=5
0.
D
BP
-O S-
LT
EL
=5 0.
51 4:1
10:1
4:1
4:1
0.0204:1 4:1
40.00
50.00
60.00
PR
. R
/W (7
0.
' L T)
PR
. R
/W (7
0.
' R T)
O
FF
SE
T=
-1 1.
PG
L
EL
=5
0.
O /S
=1 1.
PG
L
EL
=5
1.
4:1 4:1
4:1 3:1 5:10.020
0.020 0.060
0.020 0.050
4:1
VO
L.
CO
. B
FO
C
D
BP
-R D
-L T
EL
=4
8.
D
BP
-R D
-R T
EL
=4
9.
D
BP
-O S-
LT
EL
=4 8.
4:1
4:1
10:1
0.020
4:1
STA. 187+50
HORIZONTAL SCALE: 1" = 20'
VE
RT
IC
AL
S
CA
LE
: 1
0'
STA. 188+00
HORIZONTAL SCALE: 1" = 20'
VE
RT
IC
AL
S
CA
LE
: 1
STA. 188+50
HORIZONTAL SCALE: 1" = 20'
VE
RT
IC
AL
S
CA
LE
: 1
0'
20406080100120 20 40 60 80 100 120
020406080100120 20 40 60 80 100 120
020406080100120 20 40 60 80 100 120
VETERANS MEMORIAL PKWY. EXTENSION
E. GRAVES AVE. TO
DR. MARTIN LUTHER KING JR. BLTWY.
VOL. CO. PROJECT #P5894
COUNTY OF VOLUSIA, FL
MetaWorld Civil Consulting
ENGINEERING SOLUTIONS
3930 S. Nova Rd., #104 Port Orange, FL 32127
(386) 944-9737
Know what's below.
before you dig.Call
R CROSS SECTIONS
*NB LANES ARE SUPERELEVATED
*NB LANES ARE SUPERELEVATED
PR
. R
/W (7
0.
' L T)
PR
. R
/W (7
0.
' R T)
O
FF
SE
T=
-1 1.
PG
L
EL
=5
4.
O /S
=1 1.
PG
L
EL
=5
4.
2:1
4:1
4:1
0.020 0.050
0.020
0.0200.060
VO
L.
CO
. B
FO
C
D
BP
-R D
-L T
EL
=5
1.
D
BP
-R D
-R T
EL
=5
2.
D
BP
-O S-
LT
EL
=5 2.
4:1
0.020
4:1
0.020 4:1
3:1
50.00
60.00
PR
. R
/W (7
0.
' L T)
PR
. R
/W (7
0.
' R T)
O
FF
SE
T=
-1 1.
PG
L
EL
=5
3.
O /S
=1 1.
PG
L
EL
=5
4.
2:1
4:1
4:1 3:1
0.020 0.050
0.020 6:1
0.0200.060
VO
L.
CO
. B
FO
C
D
BP
-R D
-R T
EL
=5
2.
D
BP
-R D
-L T
EL
=5
1.
D
BP
-O S-
LT
EL
=5 2.
4:1
0.020 4:1
4:1
10:1
50.00
60.00
PR
. R
/W (7
0.
' L T)
PR
. R
/W (7
0.
' R T)
O
FF
SE
T=
-1 1.
PG
L
EL
=5
3.
O /S
=1 1.
PG
L
EL
=5
3.
4:1 4:1
4:1 3:1
0.020 0.050
0.020
0.020
0.060
6:1
VO
L.
CO
. B
FO
C
D
BP
-R D
-L T
EL
=5
0.
D
BP
-R D
-R T
EL
=5
2.
D
BP
-O S-
LT
EL
=5 2.
4:1
10:1
0.020 4:1
2:1
STA. 189+00
HORIZONTAL SCALE: 1" = 20'
VE
RT
IC
AL
S
CA
LE
: 1
0'
STA. 189+50
HORIZONTAL SCALE: 1" = 20'
VE
RT
IC
AL
S
CA
LE
: 1
STA. 190+00
HORIZONTAL SCALE: 1" = 20'
VE
RT
IC
AL
S
CA
LE
: 1
0'
20406080100120 20 40 60 80 100 120
020406080100120 20 40 60 80 100 120
020406080100120 20 40 60 80 100 120
VETERANS MEMORIAL PKWY. EXTENSION
E. GRAVES AVE. TO
DR. MARTIN LUTHER KING JR. BLTWY.
VOL. CO. PROJECT #P5894
COUNTY OF VOLUSIA, FL
MetaWorld Civil Consulting
ENGINEERING SOLUTIONS
3930 S. Nova Rd., #104 Port Orange, FL 32127
(386) 944-9737
Know what's below.
before you dig.Call
R CROSS SECTIONS
*NB LANES ARE SUPERELEVATED
PR
. R
/W (7
0.
' L T)
EX
. R
/W (3
9.
' L T)
O
FF
SE
T=
-1 1.
PG
L
EL
=5
3.
O /S
=1 1.
PG
L
EL
=5
4.
4:1 4:1
4:1 3:1
0.020 0.050
0.020
0.0200.060
4:1 4:1
VO
L.
CO
. B
FO
C
D
BP
-R D
-L T
EL
=5
1.
D
BP
-R D
-R T
EL
=5
2.
D
BP
-O S-
LT
EL
=5 1.
2:1
0.020
50.00
60.00
PR
. R
/W (7
0.
' L T)
EX
. R
/W (6
7.
' L T)
O
FF
SE
T=
-1 1.
PG
L
EL
=5
4.
O /S
=1 1.
PG
L
EL
=5
4.
4:1 4:1
4:1 3:1
0.020 0.050
0.020
4:1 0.0200.060
4:1
VO
L.
CO
. B
FO
C
D
BP
-R D
-L T
EL
=5
1.
D
BP
-R D
-R T
EL
=5
2.
D
BP
-O S-
LT
EL
=5 1.
4:1
2:1
50.00
60.00
8/31/2024
GNE
-200 = 5 w = 5
AA-10
55.56'
BT @ 6.0'
PR
. R
/W (7
0.
' L T)
PR
. R
/W (7
0.
' R T)
EX
. R
/W (1
.4
5' L
T)
O
FF
SE
T=
-1 1.
PG
L
EL
=5
4.
O /S
=1 1.
PG
L
EL
=5
4.
4:1 4:1
4:1 3:1
0.020 0.050
0.020 10:1
0.0200.060
VO
L.
CO
. B
FO
C
D
BP
-R D
-L T
EL
=5
1.
D
BP
-R D
-R T
EL
=5
2.
D
BP
-O S-
LT
EL
=5 2.
0.020 4:1
2:1
STA. 190+50
HORIZONTAL SCALE: 1" = 20'
VE
RT
IC
AL
S
CA
LE
: 1
0'
STA. 191+00
HORIZONTAL SCALE: 1" = 20'
VE
RT
IC
AL
S
CA
LE
: 1
STA. 191+50
HORIZONTAL SCALE: 1" = 20'
VE
RT
IC
AL
S
CA
LE
: 1
0'
20406080100120 20 40 60 80 100 120
020406080100120 20 40 60 80 100 120
020406080100120 20 40 60 80 100 120
VETERANS MEMORIAL PKWY. EXTENSION
E. GRAVES AVE. TO
DR. MARTIN LUTHER KING JR.
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