I_07B_CONSTRUCTION_PLAN_SET_112224.pdf
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- I-7B Hodgeville at Blue Jay Rd - Construction
- Solicitation number
- PE-65100-NONST-2025-000000021
- Issued by
- Early County, Georgia
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WWW.ROBERTSCIVILENGINEERING.COM
PREPARED FOR:
EFFINGHAM COUNTY
804 S LAUREL STREET
SPRINGFIELD, GA 31329
912-754-2123
OWNER
EFFINGHAM COUNTY
CONTACT
ANGELA STANLEY
ASTANLEY@EFFINGHAMCOUNTY.ORG
ENGINEER
ROBERTS CIVIL ENGINEERING
CONTACT
JESSICA VICK, P.E.
JVICK@ROBERTSCIVILENGINEERING.COM
I-07B ROUNDABOUT AT BLUE JAY RD AND
HODGEVILLE RD
SPRINGFIELD, GA 31329
I-07B ROUNDABOUT AT BLUE JAY RD AND HODGEVILLE RD
10/25/24
10/25/24
10/25/24
10/25/24
TRAFFIC DATA HODGEVILLE RD
TRAFFIC DATA BLUE JAY RD
10/25/24
10/25/24
10/25/24
10/25/24
10/25/24
10/25/24
10/25/24
10/25/24
10/25/24
10/25/24
DESIGN DATA:
TRAFFIC A.D.T: ***** (2023)
TRAFFIC A.D.T: ***** (2025)
TRAFFIC A.D.T: ***** (2045)
DIRECTIONAL DIST: *****
% TRUCKS: *****
24 HR.TRUCKS %: *****
DESIGN DATA:
TRAFFIC A.D.T: 10674 (2023)
TRAFFIC A.D.T: ***** (2025)
TRAFFIC A.D.T: ***** (2045)
DIRECTIONAL DIST: *****
% TRUCKS: *****
24 HR.TRUCKS %: *****
SPEED DESIGN: 45 MPH
SPEED DESIGN: 45 - 55 MPH
10/25/24
Know what's below.
before you dig.Call
R
10/25/24
SITE
CONSTRUCTION
PLANS
CONTENTS
8/12/24: ORIGINAL ISSUE DATE
VICINITY MAP
REVISIONS
COVER
RCE PROJECT NUMBER: 21527
10/25/24
301 SEA ISLAND ROAD, SUITE 10
ST.SIMONS ISLAND, GA 31522
912-638-9681
2 E. BRYAN STREET, SUITE 1200B
SAVANNAH, GA, 31401
912-298-7006
8442 W BEAVER ST.
JACKSONVILLE, FL 32220
904-741-0099
4000 FABER PLACE DRIVE, SUITE 300
NORTH CHARLESTON, SC 29405
843-323-4224
N
COVER0
GENERAL NOTES1
EXISTING CONDITION AND DEMOLITION PLAN2
TRAFFIC CONTROL PLAN8
FASTEST PATH ANALYSIS
9-10 ROAD PROFILES
11 GRADING PLAN
TYPICAL SECTION DETAILS
STORM SEWER PLAN
GEOMETRIC CONTROL PLAN AND DATA6-7
24-26
SWEPT PATH ANALYSIS27-30
13-21 SECTION VIEWS
STANDARD DETAILS31-37
3-5 STAKING PLAN - SPLITTER ISLAND DETAILS
UTILITIES ADJUSTMENT PLAN22
NTS
LAT: 32°15'13.33"N
LONG: 81°17'41.57"W
CONSTRUCTION PHASING38-48
49-57 LIGHTING AND PHOTOMETRIC PLANS
No. 046602
PROFESSIONAL
CERTIFIED DESIGN
PROFESSIONAL:
Jessica Vick, P.E.
10/25/24
JessicaNajar Text Box 11/22/24
JessicaNajar Text Box 11/22/24
JessicaNajar Text Box 11/22/24
JessicaNajar Text Box 11/22/24
JessicaNajar Text Box 11/22/24
JessicaNajar Text Box 11/22/24
JessicaNajar Text Box 11/22/24
JessicaNajar Text Box 11/22/24
JessicaNajar Text Box 11/22/24
JessicaNajar Text Box 11/22/24
JessicaNajar Text Box 11/22/24
JessicaNajar Text Box 11/22/24
JessicaNajar Text Box 11/22/24
JessicaNajar Text Box 11/22/24
JessicaNajar Text Box 11/22/24
JessicaNajar Text Box 11/22/24
JessicaNajar Text Box 11/22/24
GENERAL NOTES:
1. CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO APPLICABLE FEDERAL, STATE, AND LOCAL LAWS.
2. PERMITS NECESSARY FOR CONSTRUCTION SHALL BE OBTAINED BY CONTRACTOR.
3. DEVIATIONS FROM PLANS ARE PROHIBITED WITHOUT WRITTEN CONSENT OF THE ENGINEER.
4. CONTRACTOR IS TO IMMEDIATELY CONTACT ENGINEER IF ANY UNFORESEEN CONDITIONS OR
DISCREPANCIES OCCUR.
5. CONTRACTOR SHALL COORDINATE CONSTRUCTION OF UTILITIES ON SITE WITH APPROPRIATE
PROVIDER (I.E., POWER, PHONE, CABLE, ETC.).
6. ENGINEER IS NOT RESPONSIBLE FOR PHYSICAL CONSTRUCTION OF SITE.
7. CONTRACTOR SHALL MAINTAIN A SAFE SITE AND MEET APPROPRIATE REGULATIONS
CONCERNING SAFETY.
8. SURVEY DATA PROVIDED BY ATLAS SURVEYING.
A. DATE OF SURVEY MARCH 2024
9. EXISTING SURVEY INFORMATION TO BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION.
CONTRACTOR TO NOTIFY ENGINEER OF DISCREPANCIES IN FIELD OBSERVATIONS VERSUS
SURVEY DATA.
10. CONTRACTOR TO LOCATE UTILITIES PRIOR TO CONSTRUCTION BY CALLING "CALL BEFORE YOU
DIG" HOTLINE: 811.
11. HORIZONTAL DATUM BASED ON GEORGIA STATE PLANE COORDINATE SYSTEM, EAST ZONE
NAD83. VERTICAL DATUM BASED ON NAVD88.
GRADING & DRAINAGE NOTES:
1. STORM PIPES SHALL BE JOINED PER GA DOT SPECIFICATIONS.
2. PIPING SHALL BE INSTALLED IN NEW CONDITION.
3. A RIGHT-OF-WAY WORK PERMIT MAY BE REQUIRED BEFORE ANY WORK CAN BE DONE IN
RIGHT-OF-WAY.
4. STORM DRAINAGE PIPING SHALL BE CONSTRUCTED PER GA DOT SPECS.
5. STORM DRAINAGE PIPING JOINTS SHALL BE WRAPPED IN FILTER FABRIC.
6. CONTRACTOR TO REQUEST CONFIRMATION OF LATEST PLAN REVISION DATE FROM ENGINEER IN
WRITING PRIOR TO ORDERING MATERIALS.
7. IT IS CONTRACTOR'S SOLE RESPONSIBILITY TO REVIEW AND APPROVE SHOP DRAWINGS PRIOR
TO ORDERING MATERIALS.
EARTHWORK AND PAVING:
1. UPPER 12 INCHES OF SUBGRADE BELOW PAVEMENT AND BUILDINGS SHALL BE SCARIFIED AND
RECOMPACTED TO 100% STANDARD PROCTOR MAX DRY WEIGHT DENSITY WITH A MOISTURE
CONTENT WITHIN 2% OF OPTIMUM MOISTURE CONTENT.
2. CONTRACTOR TO PROVIDE TEST RESULTS OF SUBGRADE AND BASE COURSE COMPACTION TO
ENGINEER INCLUDING VOLUME ESTIMATES OF ANY UNSUITABLE SOILS TO BE REMOVED AND
REPLACED THAT WERE IDENTIFIED DURING COMPACTION OPERATIONS PER ITEM NO. 1 ABOVE , IF
ANY. CONTRACTOR SHALL NOT PROCEED WITH UNDER-CUT AND REPLACEMENT OF UNSUITABLE
SOILS WITHOUT WRITTEN AUTHORIZATION FROM ENGINEER OR OWNER.
3. FOR APPROVED AREAS OF UNDER-CUT AND REPLACEMENT, CONTRACTOR TO REMOVE
IDENTIFIED UNSUITABLE MATERIAL TO A DEPTH OF 3 FEET AND REPLACE WITH STRUCTURAL FILL.
4. IN AREAS WHERE STRUCTURAL FILL IS REQUIRED, FILL SHALL BE PLACED IN LIFTS OF 6 INCHES
AND BE COMPACTED TO 100% STANDARD PROCTOR MAX DRY WEIGHT DENSITY. STRUCTURAL
FILL SHALL CONSIST OF GRANULAR SOIL CONTAINING LESS THAN 10% MATERIAL PASSING THE
NO 200 SIEVE.
5. EXCAVATION AND FILL SHALL BE COMPLETED PRIOR TO INSTALLATION OF UTILITIES.
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COUNTY: EFFINGHAM COUNTY PROJECT NUMBER: 21527
ITEM NO. ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL
151-1000 MOBILIZATION LS
150-1000 TRAFFIC CONTROL LS
LS
LS
210-0100 GRADING COMPLETE LS LS
212-1000 GRANULAR EMBANKMENT, INCL MATL & HAUL CY 4245
310-5080 GR AGGR BASE CRS, 8 INCH, INCL MATL SY
402-1812 RECYCLED ASPH CONC LEVELING, INCL BITUM MATL & H
LIME TN
ROADWAY ITEMS
RECYCLED ASPH CONC 12.5 MM SUPERPAVE, GP 2 ONLY,
INCL BITUM MATL & H LIME
RECYCLED ASPH CONC 19 MM SUPERPAVE, GP 1 OR
2,INCL BITUM MATL & H LIME
402-3130
402-3190
TN
TN
413-0750 TACK COAT GL
432-5010 MILL ASPH CONC PVMT, VARIABLE DEPTH SY
439-0022 PLAIN PC CONC PVMT, CL 3 CONC, 10 INCH THK SY
441-0018 DRIVEWAY CONCRETE, 8 IN TK SY
441-0748 CONCRETE MEDIAN, 6 IN SY
441-4030 CONC VALLEY GUTTER, 8 IN SY -
441-6221 CONC CURB & GUTTER, 8 IN X 30 IN, TP 1 LF
441-6222 CONC CURB & GUTTER, 8 IN X 30 IN, TP 2 LF
441-6740 CONC CURB & GUTTER, 8 IN X 30 IN, TP 7 LF
441-6745 CONC CURB & GUTTER, 8 IN X 32 IN, TP 9 LF
DRAINAGE ITEMS
550-1180 STORM DRAIN PIPE, 18 IN, H 1-10 LF 291
550-1240 STORM DRAIN PIPE, 24 IN, H 1-10
550-1300 STORM DRAIN PIPE, 30 IN, H 1-10
550-4218 FLARED END SECTION 18 IN, STORM DRAIN EA 5
550-4224 FLARED END SECTION 24 IN, STORM DRAIN
550-4230 FLARED END SECTION 30 IN, STORM DRAIN
603-2181 STN DUMPED RIP RAP, TP 3, 18 IN SY 6.75
603-2182 STN DUMPED RIP RAP, TP 3, 24 IN
603-2184 STN DUMPED RIP RAP, TP 3, 30 IN
EA
EA
LF
LF
SY
SY
3EA
429-1000 RUMBLE STRIPS 9EA
653-0296 THERMOPLASTIC PVMT MARKING, WORD, TP 15 EA
653-1704 THERMOPLASTIC SOLID TRAFFIC STRIPE, 24 IN, WHITE -LF
653-1906 THERMOPLASTIC SOLID TRAF STRIPE, 5 IN, WHITE LF
653-2602 THERMOPLASTIC SOLID TRAF STRIPE, 5 IN, YELLOW LF
653-3502 THERMOPLASTIC SKIP TRAF STRIPE, 5 IN, YELLOW LF
SIGING & MARKING ITEMS
653-4830 THERMOPLASTIC SKIP TRAF STRIPE, 18 IN, WHITE LF
653-6004 THERMOPLASTIC TRAF STRIPING, WHITE SY
653-6006 THERMOPLASTIC TRAF STRIPING, YELLOW SY
654-1001 RAISED PVMT MARKERS TP 1 EA
3.8
4.5
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No. 046602
PROFESSIONAL
CERTIFIED DESIGN
PROFESSIONAL:
Jessica Vick, P.E.
10/25/24
GRAND TOTAL:
UTILITY ITEMS
660-2000 GATE VALVE - SEWER 3EA
670-2008 GATE VALVE - WATER 6EA
000-0004 DOG HOUSE MANHOLE W/ POURED BOTTOM 2EA
000-0005 REGULAR MANHOLE WITH RING & COVER 2EA
MOT ITEMS
TEMPORARY STORM DRAIN PIPE, 12 IN, H 1-10 LF
TEMPORARY STORM DRAIN PIPE, 18 IN, H 1-10 LF550-1180 408
TEMPORARY STORM DRAIN PIPE, 30 IN, H 1-10 LF550-1300 412
668-2100 DROP INLET, GP 1
636-1030 SF
636-1036 HIGHWAY SIGNS, TP 1 MATL, REFL SHEETING, TP 11
HIGHWAY SIGNS, TP 1 MATL, REFL SHEETING, TP 9
636-2080 GALV STEEL POSTS, TP 8 LF
SF
550-1120
TN
GR AGGR BASE CRS, 8 INCH, INCL MATL SY310-5080
RECYCLED ASPH CONC 19 MM SUPERPAVE, GP 1 OR
2,INCL BITUM MATL & H LIME402-3190
RECYCLED ASPH CONC 25 MM SUPERPAVE, GP 1 OR
2,INCL BITUM MATL & H LIME402-3250 TN 650
N/F
CHILDRENS LEZ/LBZ LLC.
N/F
CHILDRENS LEZ/LBZ LLC.
N/F
ERNEST W. ZIPPERER
N/F
ERNEST W. ZIPPERER
N/F
CHILDRENS LEZ/LBZ LLC.
BLUE JA
Y ROAD 8
0' R /W
HODGEVILLE ROAD 80' R/W
BLUE JA
Y ROAD 8
0' R /W
N/F
ERNEST W. ZIPPERER
N/F
ERNEST W. ZIPPERER
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING STORM WATER DRAINAGE PIPE
TO BE REPLACED EXISTING TRAFFIC SIGN
TO BE REMOVED
EXISTING TRAFFIC SIGN
TO BE REMOVED
EXISTING TRAFFIC SIGN
TO BE REPLACED
EXISTING TRAFFIC SIGN
TO BE REMOVED
EXISTING DRIVEWAY
TO BE CLOSED
EXISTING CONCRETE PAVEMENT
TO BE REMOVED
AREA = 61 SY
EXISTING STORM WATER DRAINAGE PIPE
TO BE REPLACED
EXISTING TRAFFIC SIGN
TO BE REMOVED
EXISTING STORM WATER DRAINAGE PIPE
TO BE REPLACED
EXISTING PAVEMENT
TO BE REMOVED
AREA = 102 SY
EXISTING PAVEMENT
TO BE REMOVED
AREA = 1056 SY
EXISTING STORM WATER DRAINAGE PIPE
TO BE REMOVED
LIMITS OF CONSTRUCTION
LONG : W81° 17' 46.93"
LAT: N32° 15' 09.44"
LIMITS OF CONSTRUCTION
LONG : W81° 17' 36.04"
LAT: N32° 15' 12.52"
LIMITS OF CONSTRUCTION
LONG : W81° 17' 36.84"
LAT: N32° 15' 16.47"
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GRAPHIC SCALE
1" = 40'
80'0' 40'
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LEGEND
EXISTING WATER LINE
EXISTING SEWER
EXISTING UNDERGROUND FIBER OPTIC
EXISTING GAS LINE
EXISTING DRAINAGE CULVERT
EXISTING OVERHEAD POWER
EXISTING PROPERTY LINE
EXISTING FIRE HYDRANT
EXISTING SEWER MANHOLE
EXISTING DRAIN INLET
EXISTING PAVEMENT
EXISTING POND TOP
EXISTING POND BOTTOM
EXISTING ELECTRIC POLE
EXISTING FORCEMAIN
EXISTING UNDERGROUND WATER LINE
EXISTING PAVEMENT TO BE REMOVED
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before you dig.Call
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No. 046602
PROFESSIONAL
CERTIFIED DESIGN
PROFESSIONAL:
Jessica Vick, P.E.
8/21/24
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
R 44'
R 29'
12' 12'
25'
21'
20'
16'
R750'
R60'
R65'
R80'
R774'
R
0'
R774'
R
R3 5'
' 16'
19'
R 400'
R
R1500'
12' 12'
20'
R
R15'
15'
R
R25'
25'
R105'
R 125'
R15'
R
END OF PAVED SHOULDER
STA:12+27.71
OFF:12.00'L
END OF PAVED SHOULDER
STA:12+27.71
OFF:12.00'R
END OF PAVED SHOULDER
STA:5+54.97
OFF:16.77'R
END OF PAVED SHOULDER
STA:4+91.36
OFF:19.83'L
SPLITTRE ISLAND
200' FROM YIELD LINE AT
STA:4+56.24
END OF PAVED SHOULDER
STA:17+53.66
OFF:12.00'R
END OF PAVED SHOULDER
STA:17+53.66
OFF:12.00'L
HODGEVILLE RD
ALIGNMENTBLUE JAY RD
ALIGNMENT
CURB & GUTTER TYPE 1
CURB & GUTTER TYPE 9
CURB & GUTTER TYPE 2
SPLITTER ISLAND
128' FROM YIELD LINE AT
STA:9+07.95
1:8 TAPER
CURB & GUTTER TYBE 7
BEGIN OF PAVED SHOULDER
STA:14+61.69
OFF:16.47'R
CURB & GUTTER TYPE 2
STA:14+96.42
OFF:21.95'L
CURB & GUTTER TYPE 2
STA:14+99.60
OFF:19.54'R
CURB & GUTTER TYPE 2
STA:9+19.84
OFF:23.17'R
CURB & GUTTER TYPE 2
STA:9+18.61
OFF:20.14'L
SPLITTRE ISLAND
100' FROM YIELD LINE AT
STA:14+65.67
4'' CONCRETE MEDIAN
4'' CONCRETE MEDIAN
4'' CONCRETE MEDIAN
BEGIN OF PAVED SHOULDER
STA:1+00.00
OFF:12.00'R
BEGIN OF PAVED SHOULDER
STA:1+00.00
OFF:12.00'L
MILL AND RESURFACING PAVEMENT
STA:16+50.00 TO STA:17+53.66
REFER TO TYPICAL SECTION DETAILS
SHEET
MILL AND RESURFACING PAVEMENT
STA:10+56.76 TO STA:12+27.71
REFER TO TYPICAL SECTION DETAILS
SHEET
ASPH LEVELING CONCRETE PAVEMENT
STA:2+00.00 TO STA:6+59.55
REFER TO TYPICAL SECTION DETAILS
SHEET
ASPH LEVELING CONCRETE PAVEMENT
STA:8+84.62 TO STA:10+56.76
REFER TO TYPICAL SECTION DETAILS
SHEET
ASPH LEVELING CONCRETE PAVEMENT
STA:13+62.52 TO STA:16+50.00
REFER TO TYPICAL SECTION DETAILS
SHEET
1:8 TAPER
1:8 TAPER
1:8 TAPER
BEGIN OF PAVED SHOULDER
STA:8+76.06
OFF:20.05'R
BEGIN OF PAVED SHOULDER
STA:9+66.25
OFF:17.17'L
CURB & GUTTER TYPE 2
STA:4+85.94
OFF:22+82'L
CURB & GUTTER TYPE 2
STA:5+14.55
OFF:22.48'R
STA:3+78.37
OFF:19.16'R
STA:4+11.93
OFF:19.30'R
STA:10+99.78
OFF:13.06'L
STA:9+83.42
OFF:16.81'L
STA:15+55.16
OFF:14.47'L
STA:16+05.31
OFF:12.00'L
STA:9+20.59
OFF:30.77'LSTA:9+05.52
OFF:18.41'L
STA:9+61.18
OFF:17.27'L
STA:9+46.73
OFF:34.91'L
STA:5+63.86
OFF:16.61'R STA:14+17.17
OFF:17.00'R
STA:13+40.64
OFF:46.30'R
STA:6+89.81
OFF:51.91'R
STA:8+58.87
OFF:21.14'R
STA:14+79.70
OFF:17.00'L
STA:6+86.09
OFF:50.39'L
STA:7+54.75
OFF:48.34'L STA:8+27.65
OFF:22.49'L
STA:15+27.83
OFF:12.31'R
STA:14+28.87
OFF:17.00'R
12+28
1+00
1+50
2+00
2+50
3+00
3+50
4+00
4+50
5+00
5+50
6+00
6+50
7+00
7+50
8+00
8+
9+
9+
+0
+5
+00
11+50
12+00
13+00
13+50
14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50
17+54
MILL AND RESURFACING PAVEMENT
STA:1+00.00 TO STA:2+00.00
REFER TO TYPICAL SECTION DETAILS
SHEET
BEGIN OF PAVED SHOULDER
STA:14+68.14
OFF:18.04'L
LIMITS OF CONSTRUCTION
LONG : W81° 17' 46.93"
LAT: N32° 15' 09.44"
LIMITS OF CONSTRUCTION
LONG : W81° 17' 36.04"
LAT: N32° 15' 12.52"
LIMITS OF CONSTRUCTION
LONG : W81° 17' 36.84"
LAT: N32° 15' 16.47"
PROPOSED RIGHT OF WAY
PROPOSED RIGHT OF WAY
PROPOSED RIGHT OF WAY
HODGEVILLE ROAD
BLUE JA
Y ROAD
STA:1+28.44
OFF:25.72'L
STA:1+49.09
OFF:30.38'L
STA:1+64.36
OFF:13.71'L
STA:1+13.96
OFF:12.40'L
STA:5+56.44
OFF:17.73'LSTA:5+31.53
OFF:42.78'L
STA:5+06.53
OFF:42.77'L
STA:4+81.57
OFF:17.82'L
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EXISTING WATERMAIN
EXISTING SEWER
EXISTING GAS LINE
EXISTING DRAINAGE CULVERT
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
EXISTING OVERHEAD POWER
EXISTING RIGHT OF WAY LINE
EXISTING FIRE HYDRANT
EXISTING SEWER MANHOLE
EXISTING DRAIN INLET
PROPOSED ASPHALT PAVEMENT
PROPOSED CONCRETE DRIVEWAY
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
EXISTING POND TOP
EXISTING POND BOTTOM
PROPOSED SPOT ELEVATIONX.XX
PROPOSED STORM DRAINSD
EXISTING ELECTRIC POLE
PROPOSED PAVED SHOULDER
PROPOSED LANDSCAPE
PROPOSED APRON PAVEMENT
PROPOSED UNPAVED SHOULDER
PROPOSED ALIGNMENT
ASPH LEVELING CONCRETE PAVEMENT
1.5'' MILL AND RESURFACE
EXISTING UNDERGROUND FIBER OPTIC
EXISTING PAVEMENT
PROPOSED 4'' CONCRETE MEDIAN
GRAPHIC SCALE
1" = 40'
80'0' 40'
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before you dig.Call
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EC
KE
D
BY
: H
R
DR
AW
N B
Y:
S
A
D
AT
E:
/2 1/
PR
O
JE
CT
N U
M
BE
R:
No. 046602
PROFESSIONAL
CERTIFIED DESIGN
PROFESSIONAL:
R3'R 122'
R38'
R 200'
R 200'
R1'
R3'
2' 3'
2'
3' 2'
R35'
STA:7+81.37
OFF:9.26'R
STA:7+84.70
OFF:12.12'R
STA:8+03.60
OFF:8.80'R
STA:7+76.50
OFF:17.81'R
7+50 8+00
8+50 9+00
9+50
10+00
10+50
BLUE JAY RD
STA:9+05.05
OFF:3.42'L
STA:9+06.01
OFF:2.40'R
STA:8+93.89
OFF:4.65'R
STA:8+45.66
OFF:4.64'L
STA:8+11.08
OFF:7.05'L
STA:7+81.85
OFF:10.67'L
STA:7+80.63
OFF:9.55'L
STA:7+77.73
OFF:13.40'L
PROPOSED RIGHT OF WAY
R 1'
R1'
R1'
R4'
R 13963'
R 102'
2'
R3'
R 200'
R 97' 2'
R1' R1'
2' 3'
3'
4+00 4+50 5+00 5+50 6+00
6+50
BLUE JAY RD
STA:6+62.33
OFF:13.85'L
STA:6+60.83
OFF:18.55'R
STA:6+57.25
OFF:5.39'L
STA:6+56.79
OFF:13.49'R
STA:6+53.91
OFF:8.31'L
STA:6+55.34
OFF:14.35'R
STA:6+39.79
OFF:6.17'L
STA:6+38.98
OFF:5.01'L
STA:6+39.85
OFF:9.44'R
STA:6+39.14
OFF:8.21'R
STA:4+79.71
OFF:4.10'R
STA:4+59.54
OFF:3.43'R
STA:4+59.83
OFF:3.76'L
STA:5+75.05
OFF:3.65'L
STA:5+91.48
OFF:2.12'R
STA:6+29.56
OFF:3.66'L
STA:6+28.47
OFF:4.53'L
STA:6+29.06
OFF:5.80'R
STA:6+27.86
OFF:6.45'R
PROPOSED RIGHT OF WAY
ST
AK
IN
G
P
LA
N
SP
LI
TT
ER
IS
LA
N D
D
ET
AI
LS
SC
AL
E:
' (F O
R
"X
" P
LO
T)
Know what's below.
before you dig.Call
R
1" = 10'
GRAPHIC SCALE
20'0' 10'
LEGEND
N
NKnow what's below.
before you dig.Call
R
1" = 10'
GRAPHIC SCALE
20'0' 10'
PROPOSED ALIGNMENT
PROPOSED ASPHALT PAVEMENT
PROPOSED CONCRETE DRIVEWAY
PROPOSED PAVED SHOULDER
PROPOSED LANDSCAPE
PROPOSED APRON PAVEMENT
PROPOSED UNPAVED SHOULDER
LEVELING CONCRETE PAVEMENT AREA
1.5'' MILL AND RESURFACE
PROPOSED 4'' CONCRETE MEDIAN
R
EV
IS
IO
N S
PR
EP
AR
ED
F O
R
EF
FI
N G
H
AM
C O
U N
TY
I-0 7B
R O
U N
D
AB
O U
T
AT
B
LU
E
JA
Y R
D A
N D
H O
D G
EV
IL
LE
R
D
SP
R
IN
G
FI
EL
D
, G A
SHEET:
CH
EC
KE
D
BY
: H
R
DR
AW
N B
Y:
S
A
D
AT
E:
/2 1/
PR
O
JE
CT
N U
M
BE
R:
No. 046602
PROFESSIONAL
CERTIFIED DESIGN
PROFESSIONAL:
R200'
R1'
R 3' 3'2'
R1'
R3'
R
' R
0'
R2'
R
8'
R
0'
2'
2' 3'
2' 3'
R80'
R
13+50
14+00
14+50 15+00
15+50
16+00
7+
HODGEVILLE RD
STA:13+65.24
OFF:2.30'R
STA:13+68.60
OFF:5.23'R
STA:13+87.85
OFF:3.16'R
STA:13+60.21
OFF:11.44'R
STA:13+62.99
OFF:9.70'L
STA:13+65.17
OFF:6.01'L
STA:13+66.44
OFF:6.97'L
STA:13+99.15
OFF:3.00'L
STA:14+28.87
OFF:3.00'R
STA:14+63.55
OFF:2.40'R
STA:14+63.69
OFF:1.99'L
STA:14+43.61
OFF:3.00'L
STA:13+68.31
OFF:26.15'L
STA:14+00.09
OFF:74.58'L
STA:14+33.07
OFF:17.00'L
STA:14+01.00
OFF:17.00'L
STA:7+77.73
OFF:13.40'L
PROPOSED RIGHT OF WAY
ST
AK
IN
G
P
LA
N
SP
LI
TT
ER
IS
LA
N D
D
ET
AI
LS
SC
AL
E:
' (F O
R
"X
" P
LO
T)
Know what's below.
before you dig.Call
R
1" = 10'
GRAPHIC SCALE
20'0' 10'
LEGEND
PROPOSED ALIGNMENT
PROPOSED ASPHALT PAVEMENT
PROPOSED CONCRETE DRIVEWAY
PROPOSED PAVED SHOULDER
PROPOSED LANDSCAPE
PROPOSED APRON PAVEMENT
PROPOSED UNPAVED SHOULDER
LEVELING CONCRETE PAVEMENT AREA
1.5'' MILL AND RESURFACE
PROPOSED 4'' CONCRETE MEDIAN
N
R
EV
IS
IO
N S
PR
EP
AR
ED
F O
R
EF
FI
N G
H
AM
C O
U N
TY
I-0 7B
R O
U N
D
AB
O U
T
AT
B
LU
E
JA
Y R
D A
N D
H O
D G
EV
IL
LE
R
D
SP
R
IN
G
FI
EL
D
, G A
SHEET:
CH
EC
KE
D
BY
: H
R
DR
AW
N B
Y:
S
A
D
AT
E:
/2 1/
PR
O
JE
CT
N U
M
BE
R:
No. 046602
PROFESSIONAL
CERTIFIED DESIGN
PROFESSIONAL:
1+00
1+50
2+00
2+50
3+00
3+50
4+00
4+50
5+00
5+50
6+00
6+50
7+00
7+50
8+00
8+
9+
9+
+0
+5
+00
11+50
12+00
12+28
13+00
13+50
14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 17+54
+0
18+50 19+00
+5
20+00
20+50
21+00
+5
+7
23+45
+0
+5
+00
25+20
24+00
24+50 25+00
27+59 26+00 26+50 27+00
27+50
29+08
28+00
28+50
29+0030 +0
+5
+0
+2
33+25
+0
+5
33+00
+3
34+00
34+50
+0
BP: 1+00.00
PC: 6+01.24
PR
C
: 6 +8
6.
PT: 7+47.74
PC: 7+77.06
PT: 8+33.16
PC: 9+82.82
PT: 11+37.05
EP: 12+27.71
BP
: 1
3+
.0
PC
: 1
3+
.3
PT
: 1
3+
.4
PC
: 1
5+
.9
PT
: 1
5+
.5
EP
: 1
7+
.6
BP: 22+00.00
PRC: 23+29.76
EP: 23+44.72
BP: 24+00.00
PC: 24+20.00
EP
: 2
5+
.1
BP
: 2
6+
.0
PT
: 2
6+
.3
PC
: 2
7+
.0
EP
: 2
7+
.6
BP
: 2
8+
.0
PC
: 2
8+
.7
EP: 29+07.88
BP: 30+00.00
EP: 31+27.75
BP: 32+00.00
PC: 32+50.00
EP
: 3
3+
.7
BP
: 3
4+
.0
EP: 35+37.56
L1
L2
L3
L4
C1
C2
C3
C4
L5
L6
L7
C5
C6
C
C8
C9
L8
C10 L9C11
C12
L10
C13
C14
L1
C15
C16
BP: 18+00.00
EP: 21+76.99
CORNER 1
ALIGNMENT
BLUE JAY RD
ALIGNMENT
CORNER 2
ALIGNMENT
CORNER 3
ALIGNMENT
CORNER 4
ALIGNMENT
CORNER 5
ALIGNMENT
CORNER 6
ALIGNMENT
HODGEVILLE RD
ALIGNMENT
BYPASS LANE
ALIGNMENT
ICD
LIMITS OF CONSTRUCTION
LONG : W81° 17' 46.93"
LAT: N32° 15' 09.44"
LIMITS OF CONSTRUCTION
LONG : W81° 17' 36.04"
LAT: N32° 15' 12.52"
LIMITS OF CONSTRUCTION
LONG : W81° 17' 36.84"
LAT: N32° 15' 16.47"
SC
AL
E:
' (F O
R
"X
" P
LO
T)
N
Know what's below.
before you dig.Call
R
GRAPHIC SCALE
1" = 40'
80'0' 40'
R
EV
IS
IO
N S
PR
EP
AR
ED
F O
R
EF
FI
N G
H
AM
C O
U N
TY
I-0 7B
R O
U N
D
AB
O U
T
AT
B
LU
E
JA
Y R
D A
N D
H O
D G
EV
IL
LE
R
D
SP
R
IN
G
FI
EL
D
, G A
SHEET:
CH
EC
KE
D
BY
: H
R
DR
AW
N B
Y:
S
A
D
AT
E:
/2 1/
PR
O
JE
CT
N U
M
BE
R:
No. 046602
PROFESSIONAL
CERTIFIED DESIGN
PROFESSIONAL:
Jessica Vick, P.E.
8/21/24
G
EO
M
ET
R
IC
C O
N
TR
O L
PL
AN
BLUE JAY RD
Number
L1
C1
C2
L2
C3
L3
C4
L4
Radius
200.00
200.00
200.00
900.00
Length
501.24
85.35
61.16
29.32
56.10
149.67
154.22
90.67
START STA
1+00.00
6+01.24
6+86.58
7+47.74
7+77.06
8+33.16
9+82.82
11+37.05
END STA
6+01.24
6+86.58
7+47.74
7+77.06
8+33.16
9+82.82
11+37.05
12+27.71
START EASTING/NORTHING
925208.73820403.33
925592.87820725.32
925667.83820764.76
925723.36820789.81
925747.93820805.79
925790.08820842.53
925888.05820955.68
925998.48821063.07
END EASTING/NORTHING
925592.87925592.87
925667.83/820764.76
925723.36/820789.81
925747.93925747.93
925790.08/820842.53
925888.05925888.05
925998.48/821063.07
926068.64926068.64
HODGEVILLE RD
Number
L5
C5
L6
C6
L7
Radius
100.00
200.00
Length
48.39
45.09
125.41
19.70
215.06
START STA
13+00.00
13+48.39
13+93.48
15+18.90
15+38.59
END STA
13+48.39
13+93.48
15+18.90
15+38.59
17+53.66
START EASTING/NORTHING
925697.32820775.55
925738.57820750.26
925780.95820736.00
925905.75820723.61
925925.42820722.63
END EASTING/NORTHING
925738.57925738.57
925780.95/820736.00
925905.75925905.75
925925.42/820722.63
926140.48926140.48
ICD
Number
C7
Radius
60.00
Length
376.99
START STA
18+00.00
END STA
21+76.99
START EASTING/NORTHING
925642.35820755.79
END EASTING/NORTHING
925642.35/820755.79
CORNER 1
Number
C8
C9
Radius
750.00
13976.61
Length
129.76
14.95
START STA
22+00.00
23+29.76
END STA
23+29.76
23+44.72
START EASTING/NORTHING
925653.75820813.14
925561.53820722.09
END EASTING/NORTHING
925561.53/820722.09
925550.02/820712.54
CORNER 2
Number
L8
C10
Radius
95.00
Length
20.00
99.13
START STA
24+00.00
24+20.00
END STA
24+20.00
25+19.13
START EASTING/NORTHING
925572.07820686.13
925587.17820699.24
END EASTING/NORTHING
925587.17925587.17
925680.09/820717.45
CORNER 3
Number
C11
L9
C12
Radius
400.00
1012.00
Length
95.32
11.69
51.66
START STA
26+00.00
26+95.32
27+07.02
END STA
26+95.32
27+07.02
27+58.68
START EASTING/NORTHING
925707.77820714.83
925802.85820716.75
925814.48820715.59
END EASTING/NORTHING
925802.85/820716.75
925814.48925814.48
925866.00/820711.80
CORNER 4
Number
L10
C13
Radius
35.00
Length
78.70
29.18
START STA
28+00.00
28+78.70
END STA
28+78.70
29+07.88
START EASTING/NORTHING
925868.43820744.40
925790.12820752.18
END EASTING/NORTHING
925790.12925790.12
925765.46/820766.16
CORNER 5
Number
C14
Radius
1500.00
Length
127.75
START STA
30+00.00
END STA
31+27.75
START EASTING/NORTHING
925765.46820766.16
END EASTING/NORTHING
925839.70/820870.07
CORNER 6
Number
L11
C15
Radius
75.00
Length
50.00
74.73
START STA
32+00.00
32+50.00
END STA
32+50.00
33+24.73
START EASTING/NORTHING
925810.09820894.40
925776.60820857.28
END EASTING/NORTHING
925776.60925776.60
925708.98/820833.48
BYPASS LANE
Number
C16
Radius
65.00
Length
137.56
START STA
34+00.00
END STA
35+37.56
START EASTING/NORTHING
925868.43820744.40
END EASTING/NORTHING
925822.90/820848.13
SC
AL
E:
N
TS
(F
O R
"X
" P
LO
T)
Know what's below.
before you dig.Call
R
R
EV
IS
IO
N S
PR
EP
AR
ED
F O
R
EF
FI
N G
H
AM
C O
U N
TY
I-0 7B
R O
U N
D
AB
O U
T
AT
B
LU
E
JA
Y R
D A
N D
H O
D G
EV
IL
LE
R
D
SP
R
IN
G
FI
EL
D
, G A
SHEET:
CH
EC
KE
D
BY
: H
R
DR
AW
N B
Y:
S
A
D
AT
E:
/2 1/
PR
O
JE
CT
N U
M
BE
R:
No. 046602
PROFESSIONAL
CERTIFIED DESIGN
PROFESSIONAL:
Jessica Vick, P.E.
8/21/24
G
EO
M
ET
R
IC
C O
N
TR
O L
D
AT
A
SWL
DYL
SWL
SWL
SWL
SWL
SWL
SWL
SWL
SWL
SWL
SWL
SWL
DYL
SDYL
SDYL
SDYL
SDYL
LIMITS OF CONSTRUCTION
LONG : W81° 17' 36.84"
LAT: N32° 15' 16.47"
LIMITS OF CONSTRUCTION
LONG : W81° 17' 46.93"
LAT: N32° 15' 09.44"
LIMITS OF CONSTRUCTION
LONG : W81° 17' 36.04"
LAT: N32° 15' 12.52"
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
STA:16+33.31
OFF:18.78'L
STA:11+23.47
OFF:19.11'L
STA:2+44.64
OFF:22.51'R
STA:2+19.62
OFF:21.73'L
STA:4+60.60
OFF:0.00'
STA:16+62.88
OFF:18.78'R
STA:14+61.99
OFF:0.00'
STA:11+56.04
OFF:20.24'R
STA:9+05.83
OFF:0.00'
STA:2+04.60
OFF:14.69'R
STA:12+10.62
OFF:12.00'L
STA:16+95.56
OFF:12.00'L
SPEED
LIMIT
SPEED
LIMIT
SPEED
LIMIT
STA:10+01.75
OFF:16.41'L
STA:15+69.76
OFF:13.24'L
STA:4+54.64
OFF:18.54'R
STA:7+84.21
OFF:9.28'R
BLUE JAY RD
STA:6+54.41
OFF:5.56'L
BLUE JAY RD
STA:13+67.94
OFF:2.03'R
HODGEVILLE RD
18'' SKIP WHITE LINE
5'' WHITE EDGE LINE
5'' SOILD WHITE LINE
5'' WHITE EDGE LINE
5'' WHITE EDGE LINE
RUMBLE STRIPS
DETAIL T-19
RUMBLE STRIPS
DETAIL T-19
RUMBLE STRIPS
DETAIL T-19
BLUE JAY RD
ALIGNMENT
HODGEVILLE RD
ALIGNMENT
RUMBLE STRIPS
DETAIL T-19
RUMBLE STRIPS
DETAIL T-19
13+00
13+50
14+00 14+50
15+00 15+50 16+00 16+50 17+00 17+50 17+54
5'' SKIP YELLOW LINE
5'' SKIP YELLOW LINE
1+00
1+50
2+00
2+50
3+00
3+50
4+00
4+50
5+00
5+50
6+00
6+50
7+00
7+50
8+00
8+
9+
9+
+0
+5
+00
11+50
12+00 12+28
STA:15+64.31
OFF:21.37'L
306 SY THERMOPLASTIC
TRAFFIC STRIPING,
YELLOW WITH 2 EA TYPE 1
YELLOW RPMS @ 40'
SPACING
5'' DOUBLE YELLOW
EDGE LINE WITH 2 EA
TYPE 1 YELLOW RPMS
@ 40' SPACING (TYP)
5'' YELLOW EDGE LINE
5'' YELLOW EDGE LINE
169 SY THERMOPLASTIC
TRAFFIC STRIPING,
YELLOW WITH 2 EA TYPE 1
YELLOW RPMS @ 40'
SPACING
RUMBLE STRIPS
DETAIL T-19
5'' YELLOW EDGE LINE
65 SY THERMOPLASTIC
TRAFFIC STRIPING,
YELLOW WITH 2 EA TYPE 1
YELLOW RPMS @ 40'
SPACING
5'' DOUBLE YELLOW
EDGE LINE WITH 2 EA
TYPE 1 YELLOW RPMS
@ 40' SPACING (TYP)
5'' DOUBLE YELLOW
EDGE LINE WITH 2 EA
TYPE 1 YELLOW RPMS
@ 40' SPACING (TYP)
156 SY THERMOPLASTIC
TRAFFIC STRIPING, WHITE
5'' WHITE EDGE LINE
PROPOSED RIGHT OF WAY
PROPOSED RIGHT OF WAY
PROPOSED RIGHT OF WAY
R2-1 24'' x 30''
TP-9
D1-1d 30'' x 18''
TP-9
R6-4B 60'' x 24''
R1-2 36'' x 36'' x 36''
TP-11 R4-7
24'' x 30''
TP-9
W2-6 30'' x 30'' W13-1 18'' x 18''
TP-11
R2-1 24'' x 30''
TP-9
D1-1d 30'' x 18''
TP-9
R1-2 36'' x 36'' x 36''
TP-11
W2-6 30'' x 30'' W13-1 18'' x 18''
TP-11
R2-1 24'' x 30''
TP-9
R4-7 24'' x 30''
TP-9
D1-1d 30'' x 18''
TP-9
R4-7 24'' x 30''
TP-9
R1-2 36'' x 36'' x 36''
TP-11
W2-6 30'' x 30'' W13-1 18'' x 18''
TP-11
R3-6R 30'' x 36''
TP-9
HODGEVILLE ROAD
BLUE JA
Y ROAD
SC
AL
E:
' (F O
R
"X
" P
LO
T)
PROPOSED 4'' CONCRETE MEDIAN
LEGEND
PROPOSED ALIGNMENT
PROPOSED ASPHALT PAVEMENT
PROPOSED CONCRETE DRIVEWAY
PROPOSED PAVED SHOULDER
PROPOSED LANDSCAPE
PROPOSED APRON PAVEMENT
PROPOSED UNPAVED SHOULDER
EXISTING PAVEMENT
GRAPHIC SCALE
1" = 40'
80'0' 40'
T R
AF
FI
C C
O N
TR
O
L
PL
AN
N
R
EV
IS
IO
N S
PR
EP
AR
ED
F O
R
EF
FI
N G
H
AM
C O
U N
TY
I-0 7B
R O
U N
D
AB
O U
T
AT
B
LU
E
JA
Y R
D A
N D
H O
D G
EV
IL
LE
R
D
SP
R
IN
G
FI
EL
D
, G A
Know what's below.
before you dig.Call
R
SHEET:
CH
EC
KE
D
BY
: H
R
DR
AW
N B
Y:
S
A
D
AT
E:
/2 1/
PR
O
JE
CT
N U
M
BE
R:
No. 046602
PROFESSIONAL
CERTIFIED DESIGN
PROFESSIONAL:
1+00
.3
1+50
.3
.3
2+00
.4
.2
2+50
.5
.2
3+00
.7
.1
3+50
.8
.0
4+00
.0
.1
4+50
.1
.1
5+00
.3
.3
5+50
.4
.5
6+00
.6
.6
6+50
.7
.5
7+00
.8
.1
7+50
.9
.0
8+00
.9
.8
8+50
.7
.4
9+00
.6
.3
9+50
.6
.2
10+00
.7
.3
10+50
.8
.7
11+00
.9
.9
11+50
.0
.0
12+00
.1
.1
12+27.71
.2
.2
ST
A
1+
.0
EL
EV
5.
ST
A
7+
.0
EL
EV
6.
ST
A:
6+
.5
EL
EV
:7 6.
ST
A:
7+
.2
EL
EV
:7 6.
ST
A
+2 7.
EL
EV
7.
7+50
.9
.0
ST
A
7+
.0
EL
EV
6.
PROFILE THROUGH THE ROUNDABOUT
REFER TO ROUNDABOUT GRADING PLAN
PROFILE THROUGH THE
ROUNDABOUT
REFER TO ROUNDABOUT
GRADING PLAN
BEGIN MATCH
EXISTING STA: 1+00.00
END MATCH
EXISTING STA: 2+00.00
EXISTING GROUND
END MATCH
EXISTING STA: 12+27.71
PROPOSED PROFILE
EXISTING GROUND
BLUE JAY RD PROFILE
STA. 1+00.00 TO STA. 7+50.00
VERTICAL SCALE: 1" = 3'
HORIZONTAL SCALE: 1" = 30'
BLUE JAY RD PROFILE
STA. 7+50.00 TO STA. 12+27.71
VERTICAL SCALE: 1" = 3'
HORIZONTAL SCALE: 1" = 30'
M
AT
C H
L
IN
E
M
AT
C H
L
IN
E
.3
RT DITCHSTART RT DITCH
STA: 8+68.62
ELE: 71.00
EL
EV
:7 5.
ST
A:
2+
.0
PROPOSED PROFILE
END RT DITCH
STA: 11+00.00
ELE: 73.08
0.30%
-0.30% 0.20%
PVI STA: 9+02.70
PVI ELEV: 76.59
K: 100.91
LVC: 50.00
BV
C
S:
+7 7.
BV
C E:
6.
EV
C
S:
+2 7.
EV
C E:
6.
LOW PT.
STA: 9+07.86
ELEV: 76.62
BEGIN MATCH
EXISTING STA:10+56.76
0.87%
PIPE-2
109' OF 30" RCP @ 1.00%
Know what's below.
before you dig.Call
R 9
R O
AD
P
R O
FI
LE
S
SC
AL
E:
A
S N
O
TE
D (F
O R
"X
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R
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IS
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N S
PR
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F O
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AM
C O
U N
TY
I-0 7B
R O
U N
D
AB
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T
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JA
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D A
N D
H O
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D
SP
R
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G
FI
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D
, G A
SHEET:
CH
EC
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D
BY
: H
R
DR
AW
N B
Y:
S
A
D
AT
E:
/2 1/
PR
O
JE
CT
N U
M
BE
R:
No. 046602
PROFESSIONAL
CERTIFIED DESIGN
PROFESSIONAL:
13+00
.2
13+50
.4
.6
14+00
.8
.2
14+50
.3
.0
15+00
.7
.8
15+50
.2
.6
16+00
.6
.6
16+50
.3
17+00
.1
.0
17+50
.8
.9
17+53.66
.8
.8
18+00
.8
.4
18+50
.3
19+00
.0
.6
19+50
.4
.4
20+00
.9
.7
20+50
.4
.2
21+00
.5
.3
21+50
.0
.8
21+76.99
.8
.4
EL
EV
:7 6.
ST
A:
+6 2.
EL
EV
:7 6.
ST
A:
+0 0.
PROFILE THROUGH THE
ROUNDABOUT
REFER TO ROUNDABOUT
GRADING PLAN
ST
A
+5 3.
EL
EV
2.
PROPOSED PROFILE
END MATCH
EXISTING STA: 17+53.66
BEGIN MATCH
EXISTING STA: 16+50.00EXISTING GROUND
ST
A
+0 0.
EL
EV
6.
EL
EV
6.
ST
A
+7 6.
EXISTING GROUND
PROPOSED PROFILE
HODGEVILLE RD PROFILE
STA. 13+00.00 TO STA. 17+53.66
VERTICAL SCALE: 1" = 3'
HORIZONTAL SCALE: 1" = 30'
ICD PROFILE
STA. 18+00.00 TO STA. 21+76.99
VERTICAL SCALE: 1" = 3'
HORIZONTAL SCALE: 1" = 30'
.8
LT DITCH
END LT DITCH
STA: 17+53.66
ELE: 68.60
START LT DITCH
STA: 15+42.50
ELE: 69.01
.3
-1.00% 1.00% -1.00%
PVI STA: 20+82.75
PVI ELEV: 77.74
K: 34.99
LVC: 70.00
BV
C
S:
0+
.7
BV
C
E:
7.
EV
C
S:
1+
.7
EV
C
E:
7.
HIGH PT.
STA: 20+82.74
ELEV: 77.57
PVI STA: 18+94.25
PVI ELEV: 75.86
K: 35.00
LVC: 70.00
BV
C
S:
8+
.2
BV
C
E:
6.
EV
C
S:
9+
.2
EV
C
E:
6.
LOW PT.
STA: 18+94.25
ELEV: 76.03
-1.10%
-0.50%
PVI STA: 16+13.91
PVI ELEV: 73.53
K: 83.45
LVC: 50.00
BV
C
S:
5+
.9
BV
C
E:
3.
EV
C
S:
6+
.9
EV
C
E:
3.
LOW PT.
STA: 16+38.91
ELEV: 73.41
-0.20%
PIPE-5
63' OF 24" RCP @ 0.10%
Know what's below.
before you dig.Call
R 10
R O
AD
P
R O
FI
LE
S
SC
AL
E:
A
S N
O
TE
D (F
O R
"X
" P
LO
T)
R
EV
IS
IO
N S
PR
EP
AR
ED
F O
R
EF
FI
N G
H
AM
C O
U N
TY
I-0 7B
R O
U N
D
AB
O U
T
AT
B
LU
E
JA
Y R
D A
N D
H O
D G
EV
IL
LE
R
D
SP
R
IN
G
FI
EL
D
, G A
SHEET:
CH
EC
KE
D
BY
: H
R
DR
AW
N B
Y:
S
A
D
AT
E:
/2 1/
PR
O
JE
CT
N U
M
BE
R:
No. 046602
PROFESSIONAL
CERTIFIED DESIGN
PROFESSIONAL:
N/F
CHILDRENS LEZ/LBZ LLC.
N/F
ERNEST W. ZIPPERER
N/F
ERNEST W. ZIPPERER
N/F
ERNEST W. ZIPPERER
N/F
CHILDRENS LEZ/LBZ LLC.
N/F
ERNEST W. ZIPPERER
BLUE JA
Y ROAD 8
0' R /W
HODGEVILLE ROAD 80' R/W
BLUE JA
Y ROAD 8
0' R /W
N/F
CHILDRENS LEZ/LBZ LLC.
N/F
CHILDRENS LEZ/LBZ LLC.
N/F
ERNEST W. ZIPPERER
N/F
ERNEST W. ZIPPERER
N/F
ERNEST W. ZIPPERER
N/F
CHILDRENS LEZ/LBZ LLC.
N/F
ERNEST W. ZIPPERER
BLUE JA
Y ROAD 8
0' R /W
HODGEVILLE ROAD 80' R/W
BLUE JA
Y ROAD 8
0' R /W
LIMITS OF CONSTRUCTION
LONG : W81° 17' 36.84"
LAT: N32° 15' 16.47"
LIMITS OF CONSTRUCTION
LONG : W81° 17' 46.93"
LAT: N32° 15' 09.44"
LIMITS OF CONSTRUCTION
LONG : W81° 17' 36.04"
LAT: N32° 15' 12.52"
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
PROPOSED DITCH
PROPOSED DITCH
PROPOSED D
ITC
H
BLUE JAY RD CROSS-SLOPE DATA
PROPOSED DITCH
BLUE JAY RD
ALIGNMENT
HODGEVILLE RD
ALIGNMENT
PROPOSED D
ITC
H
1+00
1+50
2+00
2+50
3+00
3+50
4+00
4+50
5+00
5+50
6+00
6+50
7+00
8+00
8+
9+
9+
+5
+00
11+50
12+00
12+28
13+00
13+50
14+00 14+50
15+00 15+50 16+00 16+50 17+00 17+50 17+54
19+00
+5
20+00
20+50
21+00
+5
+7
28+00
28+50
29+00
29+08
+0
+5
+3
1+00
1+50
2+00
2+50
3+00
3+50
4+00
4+50
5+00
5+50
6+00
6+50
7+00
7+50
8+00
8+
9+
9+
+0
+5
+00
11+50
12+00
12+28
13+00
13+50
14+00 14+50
15+00 15+50 16+00 16+50 17+00 17+50
+0
18+50 19+00
+5
20+00
20+50
21+00
+5
+0
+5
+00
23+45
24+00
24+50 25+19
26+00 26+50 27+00
27+50 27+59
+0
+2
+0
+5
33+0033+25
34+00
34+50
+0
25+00
76.50
76.40
.6
.30
.8
75.80
75.40
75.30
75.90 75.70 75.50
75.50 75.7075.90
75.20
75.00
75.00 74.80
73.60
73.50
73.80
.7
.3
.6
76.50
.5
.4
.40
-1.81%
-1.57%
-1.73%
-1.
-4 .7
9%
-2.76%
-0.31%
-2.01%
-2.00%
-2.69%
-6.30%
-2.00%
-6.10%
-1.10%
-6.10%
-0.90%
-6.98%
-1.20%
-7.80%
-1.60%
-7.47%
-0.73%
-5.64%
-1.35%
-2.91%
0.28%
-1.45%
-2.00%
-2.00%
-1.99%
-2.02%
-2.00%
-2.00%
-1.96%
-3.99%
-1.70%
-1.30%
-4.90%
0.6 4%
-2 .6
3%
-2 .3
7% -0
.7 5%
-2 .0
2%
-2 .5
6%
-5 .8
6% -3
.2 2%
-3 .9
7%
-1.75%
-25.00%
-2 5.
.0
0%
-2 5.
.0
0%
-2 5.
%-2
5.
-25.00%
-50.00%
-25.00%
-25.00%
-25.00%
50.00%
-25.02%
-25.00%
.00
-25.00%
-25.00%
-25.00%
-25.00%
25.00%
PROPOSED RIGHT OF WAY
PROPOSED RIGHT OF WAY
PROPOSED RIGHT OF WAY
HODGEVILLE ROAD
BLUE JA
Y ROAD
77.07
77.23
76.6477.02
77.17
76.58 76.92
77.12 77.10
76.87
77.07 77.01
76.53
76.93
77.03
76.90
76.38
76.79
76.96
76.83
76.41
76.65
76.89
76.79
76.46
76.53
76.77
76.82
76.58
76.52
76.76
76.71
76.47
76.42
76.66
76.69
76.45
76.38
76.62
76.63
76.39
76.57
76.57
76.33
76.33
76.51
76.51
76.27
76.27
76.25
76.49
76.49
76.25
76.35
76.57
76.54
76.26
76.60
76.71
76.55
76.73
76.85
76.66
76.27
76.28
76.91
76.98
76.72
76.29
77.19 77.32
77.22
77.12
77.02
76.92
76.82
76.72
76.62
76.30
76.16
77.36
77.50
77.64 77.7777.86
77.89
77.87
77.80
77.67
77.54
78.49
78.53
78.37
78.19
77.95
77.77
77.60
77.42
77.24
77.08 77.00
77.01
77.11
77.27
77.45
77.63
77.80
77.98
78.16
78.33 78.48
77.23
77.09
76.96
76.82
76.68
76.55
76.43
76.37 76.3676.4076.49
76.63
76.77
76.90
77.04
77.17
77.31
77.40
77.42 77.4977.55
77.57 77.56
77.53
77.46
77.37
77.27 77.16
77.17
77.07
76.68
76.97
76.87 76.87
76.80
76.70
76.6076.59
76.50
76.40
76.42
76.73
76.54
76.21
76.31
76.60
76.49
76.19
76.18
76.44
76.47
76.21
76.14
76.38
76.36
76.12
76.16
76.32
76.24
75.89
75.65
76.10
76.28
76.20
76.12
76.21
75.95
75.39
75.12
75.80
76.13
76.05
75.82
76.01
75.63
74.85
74.57
75.47
75.94
75.74
75.74
75.88
75.40
74.46
74.44
75.37
75.81
75.67
75.65
75.76
75.39
74.55
74.52
75.36
75.68
75.58
75.47
75.60
75.37
74.64
74.61
75.34
75.53
75.40
75.20
75.44
75.30
74.57
74.53
75.27 75.37
75.13
75.02
75.34 75.28
74.52
74.53
75.29 75.33
75.01
75.00
75.33 75.30
74.55
74.56
75.30
74.99
76.52
76.42
76.32 76.25
75.64
75.94
75.74
76.22
76.23 76.30
76.20 76.12
76.06 76.04
75.94 76.04
76.07
76.13
76.22
75.63
76.01
75.37 75.16
75.49
75.61
75.32
75.39
75.44
74.95
75.02
75.29
75.23
74.94 74.73
74.98
74.97
74.71 74.44
74.68
74.73
74.49 74.16
74.50
74.41
74.17 73.93
74.17
74.23
73.81 73.44
73.96
73.93
73.61 73.24
73.69
73.08 72.78
73.49
73.10 72.92
73.35
72.69 72.59
73.23
72.74 72.62
73.10
72.53 72.50
72.98
72.57 72.55
72.83
72.40
76.62
76.25
N
R
EV
IS
IO
N S
PR
EP
AR
ED
F O
R
EF
FI
N G
H
AM
C O
U N
TY
I-0 7B
R O
U N
D
AB
O U
T
AT
B
LU
E
JA
Y R
D A
N D
H O
D G
EV
IL
LE
R
D
SP
R
IN
G
FI
EL
D
, G A
Know what's below.
before you dig.Call
R
SHEET:
CH
EC
KE
D
BY
: H
R
DR
AW
N B
Y:
S
A
D
AT
E:
1/
/2
PR
O
JE
CT
N U
M
BE
R:
No. 046602
PROFESSIONAL
CERTIFIED DESIGN
PROFESSIONAL:
Jessica Vick, P.E.
11/22/24
SC
AL
E:
' (F O
R
"X
" P
LO
T)
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED ALIGNMENT
XX.10
XX.00
CROSS SLOPE2.00%
LEGEND
PROPOSED SPOT ELEVATIONX.XX
PROPOSED ASPHALT PAVEMENT
PROPOSED CONCRETE DRIVEWAY
PROPOSED PAVED SHOULDER
PROPOSED LANDSCAPE
PROPOSED APRON PAVEMENT
PROPOSED UNPAVED SHOULDER
PROPOSED 4'' CONCRETE MEDIAN
GRAPHIC SCALE
1" = 40'
80'0' 40'
G R
AD
IN
G P
LA
N
AutoCAD SHX Text
PIN:04150015 PB:A378 PG:A PG:A DB:2322 PG:683PG:683
AutoCAD SHX Text
PIN:04150034 PB:A378 PG:A PG:A DB:2322 PG:685PG:685
AutoCAD SHX Text
PIN:03940014 PB:D39 PG:C1 PG:C1 DB:2565 PG:558PG:558
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PIN:03940015 PB:A397 PG:B PG:B DB:457 PG:83PG:83
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PIN:03940012 PB:I PG:359 PG:359 DB:2218 PG:398PG:398
AutoCAD SHX Text
PIN:04150034 PB:A378 PG:A PG:A DB:2322 PG:685PG:685
AutoCAD SHX Text
PIN:03940015 PB:A397 PG:B PG:B DB:457 PG:83PG:83
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text
DIRT ROAD
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DIRT ROAD
AutoCAD SHX Text
FO
AutoCAD SHX Text
FO
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text
POWER POLE
AutoCAD SHX Text
POWER POLE
AutoCAD SHX Text
POWER POLE
AutoCAD SHX Text
POWER POLE
AutoCAD SHX Text
POWER POLE
AutoCAD SHX Text
FO
AutoCAD SHX Text
FM
AutoCAD SHX Text
5/8" RBF
AutoCAD SHX Text
5/8" RBF
AutoCAD SHX Text
1/2" RBF
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5/8" RBF
AutoCAD SHX Text
1/2" RBFD 1" OTPD ADJ
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1" OTP
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NF
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1" OTP
AutoCAD SHX Text
POWER POLE
AutoCAD SHX Text
METAL SIDED TRAILER FFE:78.75'
AutoCAD SHX Text
ONE STORY WOOD SIDED HOUSE FFE:79.21'
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PORCH
AutoCAD SHX Text
IE(NW):71.38'
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IE(SE):72.89'
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IE(W):68.60'
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IE(NE):74.15'
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IE(SW):74.29'
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IE(NE):72.38'
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IE(SW):72.41'
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±25LF 18" RCP @ 0.12%
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±56LF 30" RCP @ 1.26%
AutoCAD SHX Text
±17LF 18" RCP @ 3.45%
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±22LF 18" RCP @ 0.64%
AutoCAD SHX Text
±25LF 30" RCP @ 0.12%
AutoCAD SHX Text
IE(E):68.57'
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IE(SW):69.76'
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IE(NE):69.81'
AutoCAD SHX Text
±49LF 24" RCP @ 0.10%
AutoCAD SHX Text
IE(SE):72.09'
AutoCAD SHX Text
IE(NW):72.30'
AutoCAD SHX Text
IE(NE):73.01'
AutoCAD SHX Text
IE(SW):73.30'
AutoCAD SHX Text
±41LF 24" RCP @ 0.70%
AutoCAD SHX Text
±56LF 18" RCP @ 0.55%
AutoCAD SHX Text
IE(NW):73.15'
AutoCAD SHX Text
IE(E):69.75'
AutoCAD SHX Text
IE(SE):73.46'
AutoCAD SHX Text
FM
AutoCAD SHX Text
SN
AutoCAD SHX Text
SN
AutoCAD SHX Text
SN
AutoCAD SHX Text
SN
AutoCAD SHX Text
SN
AutoCAD SHX Text
SN
AutoCAD SHX Text
SN
AutoCAD SHX Text
SN
AutoCAD SHX Text
SWL
AutoCAD SHX Text
DYL
AutoCAD SHX Text
SWL
AutoCAD SHX Text
SWL
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SWL
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SWL
AutoCAD SHX Text
SWL
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SWL
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SWL
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SWL
AutoCAD SHX Text
SWL
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SWL
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SWL
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DYL
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SDYL
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SDYL
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SDYL
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SDYL
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PIN:04150015 PB:A378 PG:A PG:A DB:2322 PG:683PG:683
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PIN:03940014 PB:D39 PG:C1 PG:C1 DB:2565 PG:558PG:558
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PIN:03940015 PB:A397 PG:B PG:B DB:457 PG:83PG:83
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PIN:03940012 PB:I PG:359 PG:359 DB:2218 PG:398PG:398
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PIN:03940015 PB:A397 PG:B PG:B DB:457 PG:83PG:83
AutoCAD SHX Text W
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DIRT ROAD
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DIRT ROAD
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FO
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FO
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
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POWER POLE
AutoCAD SHX Text
POWER POLE
AutoCAD SHX Text
POWER POLE
AutoCAD SHX Text
POWER POLE
AutoCAD SHX Text
POWER POLE
AutoCAD SHX Text
FO
AutoCAD SHX Text
FM
AutoCAD SHX Text
5/8" RBF
AutoCAD SHX Text
5/8" RBF
AutoCAD SHX Text
1/2" RBF
AutoCAD SHX Text
5/8" RBF
AutoCAD SHX Text
1/2" RBFD 1" OTPD ADJ
AutoCAD SHX Text
1/2" RBF
AutoCAD SHX Text
1" OTP
AutoCAD SHX Text
NF
AutoCAD SHX Text
1" OTP
AutoCAD SHX Text
POWER POLE
AutoCAD SHX Text
METAL SIDED TRAILER FFE:78.75'
AutoCAD SHX Text
ONE STORY WOOD SIDED HOUSE FFE:79.21'
AutoCAD SHX Text
PORCH
AutoCAD SHX Text
IE(NW):71.38'
AutoCAD SHX Text
IE(SE):72.89'
AutoCAD SHX Text
IE(W):68.60'
AutoCAD SHX Text
IE(NE):74.15'
AutoCAD SHX Text
IE(SW):74.29'
AutoCAD SHX Text
IE(NE):72.38'
AutoCAD SHX Text
IE(SW):72.41'
AutoCAD SHX Text
±25LF 18" RCP @ 0.12%
AutoCAD SHX Text
±56LF 30" RCP @ 1.26%
AutoCAD SHX Text
±17LF 18" RCP @ 3.45%
AutoCAD SHX Text
±22LF 18" RCP @ 0.64%
AutoCAD SHX Text
±25LF 30" RCP @ 0.12%
AutoCAD SHX Text
IE(E):68.57'
AutoCAD SHX Text
IE(SW):69.76'
AutoCAD SHX Text
IE(NE):69.81'
AutoCAD SHX Text
±49LF 24" RCP @ 0.10%
AutoCAD SHX Text
IE(SE):72.09'
AutoCAD SHX Text
IE(NW):72.30'
AutoCAD SHX Text
IE(NE):73.01'
AutoCAD SHX Text
IE(SW):73.30'
AutoCAD SHX Text
±41LF 24" RCP @ 0.70%
AutoCAD SHX Text
±56LF 18" RCP @ 0.55%
AutoCAD SHX Text
IE(NW):73.15'
AutoCAD SHX Text
IE(SE):73.46'
AutoCAD SHX Text
FM
AutoCAD SHX Text
SN
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SN
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SN
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SN
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SN
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SN
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SN
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SN
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SWL
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DYL
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SWL
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SWL
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SWL
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SWL
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SWL
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SWL
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SWL
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SWL
AutoCAD SHX Text
SWL
AutoCAD SHX Text
SWL
AutoCAD SHX Text
SWL
AutoCAD SHX Text
DYL
AutoCAD SHX Text
SDYL
AutoCAD SHX Text
SDYL
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SDYL
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SDYL
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AutoCAD SHX Text
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AutoCAD SHX Text
AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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N/F
CHILDRENS LEZ/LBZ LLC.
N/F
ERNEST W. ZIPPERER
N/F
ERNEST W. ZIPPERER
N/F
ERNEST W. ZIPPERER
N/F
CHILDRENS LEZ/LBZ LLC.
N/F
ERNEST W. ZIPPERER
BLUE JA
Y ROAD 8
0' R /W
HODGEVILLE ROAD 80' R/W
BLUE JA
Y ROAD 8
0' R /W
PIPE TABLE
NAME
PIPE-1
PIPE-2
PIPE-3
PIPE-4
PIPE-5
PIPE-6
SIZE
18"
30"
18"
18"
24"
18"
LENGTH
33.82'
108.75'
141.66'
84.98'
62.95'
30.20'
SLOPE
0.30%
1.00%
1.09%
0.30%
0.10%
0.10%
MATERIAL
RCP
RCP
RCP
RCP
RCP
RCP
START INV. ELEV.
73.311'
72.090'
74.148'
72.425'
69.810'
72.410'
END INV. ELEV.
73.210'
71.000'
72.600'
72.170'
69.747'
72.380'
STRUCTURE TABLE
STRUCTURE NAME
DI-1 GP1
DI-2 GP1
DI-3 GP1
DETAILS
INS.RIM =76.10'
INS.RIM =76.23'
INS.RIM =75.80'
PIPES IN PIPES OUT
PIPE-1, 18" INV OUT =73.31' (NW)
PIPE-3, 18" INV OUT =74.15' (SW)
PIPE-4, 18" INV OUT =72.42' (E)
LIMITS OF CONSTRUCTION
LONG : W81° 17' 36.84"
LAT: N32° 15' 16.47"
LIMITS OF CONSTRUCTION
LONG : W81° 17' 46.93"
LAT: N32° 15' 09.44"
LIMITS OF CONSTRUCTION
LONG : W81° 17' 36.04"
LAT: N32° 15' 12.52"
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
DI-1 GP1
DI-3 GP1
DI-2 GP1
18''
18''
1+00
1+50
2+00
2+50
3+00
3+50
4+00
4+50
5+00
5+50
6+00
6+50
7+00
7+50
8+00
8+
9+
9+
+0
+5
+00
11+50
12+00
12+28
13+00
13+50
14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50
17+54
STA:1+54.13
OFF:35.84'L
INV: 72.41'
STA:1+23.93
OFF:36.11'L
INV: 72.38'
STA:13+49.84
OFF:41.02'R
STA:15+63.52
OFF:37.06'L
ELEV: 69.75'
STA:17+53.66
OFF:32.89'L
ELEV: 68.60'
STA:4+81.01
OFF:39.72'L
INV: 72.80''
STA:6+19.45
OFF:21.76'L
STA:11+00.00
OFF:34.25'R
ELEV: 73.08'
30''
30''
STA:15+56.57
OFF:25.51'R
INV: 69.81'
18''
SD
SD
SD
SD
SD
SD
SD
PIPE-3
PIPE-6
PIPE-1
SD
SD
SD
PIPE-4
SD
SD
P
IP
E-
SD
SD
SD
PIPE-2
STA:8+68.62
OFF:48.82'R
INV: 71.00'
PROPOSED DITCH
RIP RAP PROTECTION
RIP RAP PROTECTION
RIP RAP PROTECTION
PROPOSED DITCH
EXISTING SWALE
EXISTING SWALE
BLUE JAY RD
ALIGNMENT
HODGEVILLE RD
ALIGNMENT
RIP RAP PROTECTION
RIP RAP PROTECTION
BOTTOM OF BANK
ELEV.:72.09'
HODGEVILLE RD
ALIGNMENT
RIP RAP PROTECTION
PROPOSED DITCH
RIP RAP PROTECTION
RIP RAP PROTECTION
STA:9+09.28
OFF:54.10'L
ELEV: 73.21'
STA:8+80.55
OFF:59.27'L
INV: 72.09'
18''
STA:14+18.01
OFF:39.72'R
INV: 70.00'
STA:15+42.50
OFF:40.88'L
ELEV: 69.01'
PROPOSED RIGHT OF WAY
PROPOSED RIGHT OF WAY
PROPOSED RIGHT OF WAY
HODGEVILLE ROAD
BLUE JA
Y ROAD
GRAPHIC SCALE
1" = 40'
80'0' 40'
N
LEGEND
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
EXISTING FIRE HYDRANT
EXISTING SEWER MANHOLE
EXISTING DRAIN INLET
PROPOSED ASPHALT PAVEMENT
PROPOSED CONCRETE DRIVEWAY
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED STORM DRAINSD
EXISTING ELECTRIC POLE
PROPOSED PAVED SHOULDER
PROPOSED LANDSCAPE
PROPOSED APRON PAVEMENT
PROPOSED UNPAVED SHOULDER
PROPOSED ALIGNMENT
PROPOSED CATCH BASIN (CB)
PROPOSED SEWER MANHOLE (MNH)
EXISTING PAVEMENT
PROPOSED 4'' CONCRETE MEDIAN
Know what's below.
before you dig.Call
R 12
SC
AL
E:
' (F O
R
"X
" P
LO
T)
ST
O
R M
S
EW
ER
P
LA
N
R
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IS
IO
N S
PR
EP
AR
ED
F O
R
EF
FI
N G
H
AM
C O
U N
TY
I-0 7B
R O
U N
D
AB
O U
T
AT
B
LU
E
JA
Y R
D A
N D
H O
D G
EV
IL
LE
R
D
SP
R
IN
G
FI
EL
D
, G A
SHEET:
CH
EC
KE
D
BY
: H
R
DR
AW
N B
Y:
S
A
D
AT
E:
/2 1/
PR
O
JE
CT
N U
M
BE
R:
No. 046602
PROFESSIONAL
CERTIFIED DESIGN
PROFESSIONAL:
1+00.00
℄ CONST. BLUE JAY RD
0 10 20 30 40 50 60 70 80 90 1000102030405060708090100
1+50.00
℄ CONST. BLUE JAY RD
0 10 20 30 40 50 60 70 80 90 1000102030405060708090100
2+00.00
℄ CONST. BLUE JAY RD
0 10 20 30 40 50 60 70 80 90 1000102030405060708090100
2+50.00
℄ CONST. BLUE JAY RD
0 10 20 30 40 50 60 70 80 90 1000102030405060708090100
.3
.9
.3
.5
.5
.4
.4
.2
.9
.9
.9
.7
.4
.3
.3
.1
.1
.0
.0
.9
1 75 .4
.2
.2
.5
.5
.4
.4
.2
.5
.5
.5
.4
.4
.3
.3
.2
.5
.3
.3
.6
.6
.4
.4
.3
.3
.3
.3
.3
.3
.5
.5
.4
.4
.2
.3
.0
18'' PROP. RCP
DRAINAGE PIPE
20'' EXIST. WATER LINE
EXIST. GAS LINE
DIA. TO BE VERIFIED8" EXIST. FORCEMAIN LINE
20'' EXIST. WATER LINE
EXIST. GAS LINE
DIA. TO BE VERIFIED8" EXIST. FORCEMAIN LINE
20'' EXIST. WATER LINE
EXIST. GAS LINE
DIA. TO BE VERIFIED
8" EXIST. FORCEMAIN LINE
20'' EXIST. WATER LINE
EXIST. GAS LINE
DIA. TO BE VERIFIED8" EXIST. FORCEMAIN LINE
16'' EXIST. WATER LINE
16'' EXIST. WATER LINE
16'' EXIST. WATER LINE
16'' EXIST. WATER LINE
Know what's below.
before you dig.Call
R
1" = 10' Horizontal 1" = 5' Vertical
BLUE JAY RD CROSS SECTIONS
R
EV
IS
IO
N S
PR
EP
AR
ED
F O
R
EF
FI
N G
H
AM
C O
U N
TY
I-0 7B
R O
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D
AB
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AT
B
LU
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JA
Y R
D A
N D
H O
D G
EV
IL
LE
R
D
SP
R
IN
G
FI
EL
D
, G A
SHEET:
CH
EC
KE
D
BY
: H
R
DR
AW
N B
Y:
S
A
D
AT
E:
/2 1/
PR
O
JE
CT
N U
M
BE
R:
No. 046602
PROFESSIONAL
CERTIFIED DESIGN
PROFESSIONAL:
Jessica Vick, P.E.
8/21/24
SE
C
TI
O
N V
IE
W
S
SC
AL
E:
A
S N
O
TE
D (F
O R
"X
" P
LO
T)
NOTES:
- VERTICAL & HORIZONTAL LOCATIONS OF
ALL UTILITIES TO BE VERIFIED PRIOR TO
CONSTRUCTION.
3+00.00
0 10 20 30 40 50 60 70 80 90 1000102030405060708090100
3+50.00
℄ CONST. BLUE JAY RD
0 10 20 30 40 50 60 70 80 90 1000102030405060708090100
4+00.00
℄ CONST. BLUE JAY RD
0 10 20 30 40 50 60 70 80 90 1000102030405060708090100
4+50.00
℄ CONST. BLUE JAY RD
0 10 20 30 40 50 60 70 80 90 1000102030405060708090100
.7
.6
.6
.5
.5
.5
.5
.3
.7
.3
.3
.5
.5
.3
.3
.2
.8
.8
.8
.6
.6
.6
.6
.4
.8
.3
.3
.4
.4
.2
.2
.1
.0
.9
.9
.7
.7
.7
.7
.5
3 76 .0
.4
.4
.5
.5
.4
.4
.2
.1
.1
.1
.0
.0
.0
.0
.8
.1
.8
.8
.1
.1
.0
.0
.8
EXIST. GAS LINE
DIA. TO BE VERIFIED
EXIST. GAS LINE
DIA. TO BE VERIFIED
EXIST. GAS LINE
DIA. TO BE VERIFIED
8" EXIST. FORCEMAIN LINE
20'' EXIST. WATER LINE
EXIST. GAS LINE
DIA. TO BE VERIFIED
8" EXIST. FORCEMAIN LINE
20'' EXIST. WATER LINE
16'' EXIST. WATER LINE
16'' EXIST. WATER LINE
16'' EXIST. WATER LINE
16'' EXIST. WATER LINE
8" EXIST. FORCEMAIN LINE
20'' EXIST. WATER LINE
8" EXIST. FORCEMAIN LINE
20'' EXIST. WATER LINE
1" = 10' Horizontal 1" = 5' Vertical
R
EV
IS
IO
N S
PR
EP
AR
ED
F O
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EF
FI
N G
H
AM
C O
U N
TY
I-0 7B
R O
U N
D
AB
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T
AT
B
LU
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JA
Y R
D A
N D
H O
D G
EV
IL
LE
R
D
SP
R
IN
G
FI
EL
D
, G A
SHEET:
CH
EC
KE
D
BY
: H
R
DR
AW
N B
Y:
S
A
D
AT
E:
/2 1/
PR
O
JE
CT
N U
M
BE
R:
No. 046602
PROFESSIONAL
CERTIFIED DESIGN
PROFESSIONAL:
Jessica Vick, P.E.
8/21/24
SE
C
TI
O
N V
IE
W
S
SC
AL
E:
A
S N
O
TE
D (F
O R
"X
" P
LO
T)
NOTES:
- VERTICAL & HORIZONTAL LOCATIONS OF
ALL UTILITIES TO BE VERIFIED PRIOR TO
CONSTRUCTION.
Know what's below.
before you dig.Call
R
BLUE JAY RD CROSS SECTIONS
5+00.00
0 10 20 30 40 50 60 70 80 90 1000102030405060708090100
5+50.00
℄ CONST. BLUE JAY RD
0 10 20 30 40 50 60 70 80 90 1000102030405060708090100
6+00.00
℄ CONST. BLUE JAY RD
0 10 20 30 40 50 60 70 80 90 1000102030405060708090100
6+50.00
℄ CONST. BLUE JAY RD
0 10 20 30 40 50 60 70 80 90 1000102030405060708090100
.6
.8
.4
.6
.1
.8
.5
.7
.0
.6
.6
.5
.5
.3
.2
.2
.2
.1
.1
.0
.3
.1
.1
.0
.0
.8
.3
.1
.1
.0
.0
.9
18" PROP. RCP
DRAINAGE PIPE
18" PROP. RCP
DRAINAGE PIPE
18" PROP. RCP
DRAINAGE PIPE
EXIST. GAS LINE
DIA. TO BE VERIFIED
EXIST. GAS LINE
DIA. TO BE VERIFIED
EXIST. GAS LINE
DIA. TO BE VERIFIED
EXIST. GAS LINE
DIA. TO BE VERIFIED
16'' EXIST. WATER LINE
16'' EXIST. WATER LINE
16'' EXIST. WATER LINE
16'' EXIST. WATER LINE
8" EXIST. FORCEMAIN LINE
20'' EXIST. WATER LINE
8" EXIST. FORCEMAIN LINE
20'' EXIST. WATER LINE
8" EXIST. FORCEMAIN LINE
20'' EXIST. WATER LINE
8" EXIST. FORCEMAIN LINE
20'' EXIST. WATER LINE
1" = 10' Horizontal 1" = 5' Vertical
R
EV
IS
IO
N S
PR
EP
AR
ED
F O
R
EF
FI
N G
H
AM
C O
U N
TY
I-0 7B
R O
U N
D
AB
O U
T
AT
B
LU
E
JA
Y R
D A
N D
H O
D G
EV
IL
LE
R
D
SP
R
IN
G
FI
EL
D
, G A
SHEET:
CH
EC
KE
D
BY
: H
R
DR
AW
N B
Y:
S
A
D
AT
E:
/2 1/
PR
O
JE
CT
N U
M
BE
R:
No. 046602
PROFESSIONAL
CERTIFIED DESIGN
PROFESSIONAL:
Jessica Vick, P.E.
8/21/24
SE
C
TI
O
N V
IE
W
S
SC
AL
E:
A
S N
O
TE
D (F
O R
"X
" P
LO
T)
NOTES:
- VERTICAL & HORIZONTAL LOCATIONS OF
ALL UTILITIES TO BE VERIFIED PRIOR TO
CONSTRUCTION.
Know what's below.
before you dig.Call
R
8+00.00
0 10 20 30 40 50 60 70 80 90 1000102030405060708090100
8+50.00
℄ CONST. BLUE JAY RD
0 10 20 30 40 50 60 70 80 90 1000102030405060708090100
9+00.00
℄ CONST. BLUE JAY RD
0 10 20 30 40 50 60 70 80 90 1000102030405060708090100
9+50.00
℄ CONST. BLUE JAY RD
0 10 20 30 40 50 60 70 80 90 1000102030405060708090100
.6
.7
.0
.2
.7
.6
.5
.5
.3
.6
.5
.5
.3
.3
.2
.2
.1
.7
.9
.4
.1
.7
.4
.2
.5
.7
.4
.2
.2
.2
.2
.0
.4
.2
.5
.7
.4
.2
.2
.2
.2
.0
EXIST. GAS LINE
DIA. TO BE VERIFIED
36'' EXIST. WATER LINE
EXIST. GAS LINE
DIA. TO BE VERIFIED
EXIST. GAS LINE
DIA. TO BE VERIFIED
EXIST. GAS LINE
DIA. TO BE VERIFIED
12" EXIST. FORCEMAIN LINE
12" EXIST. FORCEMAIN LINE
36'' EXIST. WATER LINE
36'' EXIST. WATER LINE
24'' EXIST. WATER LINE
12" EXIST. FORCEMAIN LINE
36'' EXIST. WATER LINE
12" EXIST. FORCEMAIN LINE
36'' EXIST. WATER LINE
1.
1.
24'' EXIST. WATER LINE
24'' EXIST. WATER LINE
24'' EXIST. WATER LINE
1" = 10' Horizontal 1" = 5' Vertical
R
EV
IS
IO
N S
PR
EP
AR
ED
F O
R
EF
FI
N G
H
AM
C O
U N
TY
I-0 7B
R O
U N
D
AB
O U
T
AT
B
LU
E
JA
Y R
D A
N D
H O
D G
EV
IL
LE
R
D
SP
R
IN
G
FI
EL
D
, G A
SHEET:
CH
EC
KE
D
BY
: H
R
DR
AW
N B
Y:
S
A
D
AT
E:
/2 1/
PR
O
JE
CT
N U
M
BE
R:
No. 046602
PROFESSIONAL
CERTIFIED DESIGN
PROFESSIONAL:
Jessica Vick, P.E.
8/21/24
SE
C
TI
O
N V
IE
W
S
SC
AL
E:
A
S N
O
TE
D (F
O R
"X
" P
LO
T)
NOTES:
- VERTICAL & HORIZONTAL LOCATIONS OF
ALL UTILITIES TO BE VERIFIED PRIOR TO
CONSTRUCTION.
Know what's below.
before you dig.Call
R
10+00.00
0 10 20 30 40 50 60 70 80 90 1000102030405060708090100
10+50.00
℄ CONST. BLUE JAY RD
0 10 20 30 40 50 60 70 80 90 1000102030405060708090100
11+00.00
℄ CONST. BLUE JAY RD
0 10 20 30 40 50 60 70 80 90 1000102030405060708090100
11+50.00
℄ CONST. BLUE JAY RD
0 10 20 30 40 50 60 70 80 90 1000102030405060708090100
3.
.7
.6
.6
.4
.4
.3
.3
.2
.7
.6
.6
.4
.4
.4
.4
.2
.8
.7
.7
.5
.5
.4
.4
.3
.8
.8
.8
.5
.5
.5
.5
.3
6 76 .8
.7
.7
.5
.5
.4
.4
.3
.8
.8
.8
.5
.5
.5
.5
.3
.9
.8
.8
.4
.4
.3
.3
.1
.9
.9
.9
.8
.8
.7
.7
.5
.9
.8
.8
.4
.4
.3
.3
.1
.9
.9
.9
.8
.8
.7
.7
.5
.0
.0
.0
.8
.8
.8
.8
.6
.0
.0
.0
.5
.5
.4
.4
.2
EXIST. GAS LINE
DIA. TO BE VERIFIED
EXIST. GAS LINE
DIA. TO BE VERIFIED
12" EXIST. FORCEMAIN LINE
36'' EXIST. WATER LINE
36'' EXIST. WATER LINE
36'' EXIST. WATER LINE
12" EXIST. FORCEMAIN LINE
36'' EXIST. WATER LINE
EXIST. GAS LINE
DIA. TO BE VERIFIED
12" EXIST. FORCEMAIN LINE
EXIST. GAS LINE
DIA. TO BE VERIFIED
12" EXIST. FORCEMAIN LINE
2.
2.
24'' EXIST. WATER LINE
24'' EXIST. WATER LINE
24'' EXIST. WATER LINE
24'' EXIST. WATER LINE
1" = 10' Horizontal 1" = 5' Vertical
R
EV
IS
IO
N S
PR
EP
AR
ED
F O
R
EF
FI
N G
H
AM
C O
U N
TY
I-0 7B
R O
U N
D
AB
O U
T
AT
B
LU
E
JA
Y R
D A
N D
H O
D G
EV
IL
LE
R
D
SP
R
IN
G
FI
EL
D
, G A
SHEET:
CH
EC
KE
D
BY
: H
R
DR
AW
N B
Y:
S
A
D
AT
E:
/2 1/
PR
O
JE
CT
N U
M
BE
R:
No. 046602
PROFESSIONAL
CERTIFIED DESIGN
PROFESSIONAL:
Jessica Vick, P.E.
8/21/24
SE
C
TI
O
N V
IE
W
S
SC
AL
E:
A
S N
O
TE
D (F
O R
"X
" P
LO
T)
NOTES:
- VERTICAL & HORIZONTAL LOCATIONS OF
ALL UTILITIES TO BE VERIFIED PRIOR TO
CONSTRUCTION.
Know what's below.
before you dig.Call
R
12+00.00
0 10 20 30 40 50 60 70 80 90 1000102030405060708090100
12+27.71
℄ CONST. BLUE JAY RD
0 10 20 30 40 50 60 70 80 90 1000102030405060708090100
14+00.00
℄ CONST. HODGEVILLE RD
0 10 20 30 40 50 60 70 80 90 1000102030405060708090100
14+50.00
℄ CONST. HODGEVILLE RD
0 10 20 30 40 50 60 70 80 90 1000102030405060708090100
.1
.1
.1
.0
.0
.9
.9
.8
.1
.1
.1
.5
.5
.4
.4
.3
.2
.6
.6
.5
.5
.3
.2
.0
.0
.0
.0
.8
.8
.7
.9
.4
.2
.0
.2
.0
.4
20'' EXIST. WATER LINE
36'' EXIST. WATER LINE
18" PROP. RCP
DRAINAGE PIPE
12" EXIST. FORCEMAIN LINE
EXIST. GAS LINE
DIA. TO BE VERIFIED
12" EXIST. FORCEMAIN LINE
36'' EXIST. WATER LINE
EXIST. GAS LINE
DIA. TO BE VERIFIED
12" EXIST. FORCEMAIN LINE
24'' EXIST. WATER LINE
36'' EXIST. WATER LINE
36'' EXIST. WATER LINE
12" EXIST. FORCEMAIN LINE
20'' EXIST. WATER LINE
24'' EXIST. WATER LINE
1" = 10' Horizontal 1" = 5' Vertical
HODGEVILLE RD CROSS SECTIONS
R
EV
IS
IO
N S
PR
EP
AR
ED
F O
R
EF
FI
N G
H
AM
C O
U N
TY
I-0 7B
R O
U N
D
AB
O U
T
AT
B
LU
E
JA
Y R
D A
N D
H O
D G
EV
IL
LE
R
D
SP
R
IN
G
FI
EL
D
, G A
SHEET:
CH
EC
KE
D
BY
: H
R
DR
AW
N B
Y:
S
A
D
AT
E:
/2 1/
PR
O
JE
CT
N U
M
BE
R:
No. 046602
PROFESSIONAL
CERTIFIED DESIGN
PROFESSIONAL:
Jessica Vick, P.E.
8/21/24
SE
C
TI
O
N V
IE
W
S
SC
AL
E:
A
S N
O
TE
D (F
O R
"X
" P
LO
T)
NOTES:
- VERTICAL & HORIZONTAL LOCATIONS OF
ALL UTILITIES TO BE VERIFIED PRIOR TO
CONSTRUCTION.
Know what's below.
before you dig.Call
R
15+00.00
℄ CONST. HODGEVILLE RD
0 10 20 30 40 50 60 70 80 90 1000102030405060708090100
15+50.00
℄ CONST. HODGEVILLE RD
0 10 20 30 40 50 60 70 80 90 1000102030405060708090100
16+00.00
℄ CONST. HODGEVILLE RD
0 10 20 30 40 50 60 70 80 90 1000102030405060708090100
16+50.00
℄ CONST. HODGEVILLE RD
0 10 20 30 40 50 60 70 80 90 1000102030405060708090100
.7
.6
.6
.4
.9
.0
.7
.7
.7
.4
.4
.4
.4
.2
.6
.6
.6
.2
.2
.1
.1
.9
8 73 .6
.0
.0
.9
.9
.8
.3
.3
.3
.9
.9
.8
.8
.6
7 73 .3
.3
.3
.6
.6
.5
.5
.3
8.
8.
20'' EXIST. WATER LINE
36'' EXIST. WATER LINE
12" EXIST. FORCEMAIN LINE
20'' EXIST. WATER LINE
36'' EXIST. WATER LINE 12" EXIST. FORCEMAIN LINE
20'' EXIST. WATER LINE
36'' EXIST. WATER LINE
12" EXIST. FORCEMAIN LINE
20'' EXIST. WATER LINE
36'' EXIST. WATER LINE
12" EXIST. FORCEMAIN LINE
.2
.1
.1
.9
.9
.9
.9
.7
2 74 .2
.8
.8
.7
.7
.5
1" = 10' Horizontal 1" = 5' Vertical
R
EV
IS
IO
N S
PR
EP
AR
ED
F O
R
EF
FI
N G
H
AM
C O
U N
TY
I-0 7B
R O
U N
D
AB
O U
T
AT
B
LU
E
JA
Y R
D A
N D
H O
D G
EV
IL
LE
R
D
SP
R
IN
G
FI
EL
D
, G A
SHEET:
CH
EC
KE
D
BY
: H
R
DR
AW
N B
Y:
S
A
D
AT
E:
/2 1/
PR
O
JE
CT
N U
M
BE
R:
No. 046602
PROFESSIONAL
CERTIFIED DESIGN
PROFESSIONAL:
Jessica Vick, P.E.
8/21/24
SE
C
TI
O
N V
IE
W
S
SC
AL
E:
A
S N
O
TE
D (F
O R
"X
" P
LO
T)
NOTES:
- VERTICAL & HORIZONTAL LOCATIONS OF
ALL UTILITIES TO BE VERIFIED PRIOR TO
CONSTRUCTION.
Know what's below.
before you dig.Call
R
HODGEVILLE RD CROSS SECTIONS
17+00.00
℄ CONST. HODGEVILLE RD
0 10 20 30 40 50 60 70 80 90 1000102030405060708090100
17+53.64
℄ CONST. HODGEVILLE RD
0 10 20 30 40 50 60 70 80 90 1000102030405060708090100
.1
.1
.1
.6
.6
.5
.5
.3
7 73 .1
.1
.1
.5
.5
.4
.4
.2
.8
.8
.8
.5
.5
.5
.5
.3
2 72 .8
.8
.8
.4
.4
.3
.3
.1
8.
8.
20'' EXIST. WATER LINE
36'' EXIST. WATER LINE
12" EXIST. FORCEMAIN LINE
20'' EXIST. WATER LINE
36'' EXIST. WATER LINE
12" EXIST. FORCEMAIN LINE
1" = 10' Horizontal 1" = 5' Vertical
R
EV
IS
IO
N S
PR
EP
AR
ED
F O
R
EF
FI
N G
H
AM
C O
U N
TY
I-0 7B
R O
U N
D
AB
O U
T
AT
B
LU
E
JA
Y R
D A
N D
H O
D G
EV
IL
LE
R
D
SP
R
IN
G
FI
EL
D
, G A
SHEET:
CH
EC
KE
D
BY
: H
R
DR
AW
N B
Y:
S
A
D
AT
E:
/2 1/
PR
O
JE
CT
N U
M
BE
R:
No. 046602
PROFESSIONAL
CERTIFIED DESIGN
PROFESSIONAL:
Jessica Vick, P.E.
8/21/24
SE
C
TI
O
N V
IE
W
S
SC
AL
E:
A
S N
O
TE
D (F
O R
"X
" P
LO
T)
NOTES:
- VERTICAL & HORIZONTAL LOCATIONS OF
ALL UTILITIES TO BE VERIFIED PRIOR TO
CONSTRUCTION.
Know what's below.
before you dig.Call
R
HODGEVILLE RD CROSS SECTIONS
18+70.00
℄ CONST. ICD
0 10 20 30 40 500102030405060708090100110120130140150160170
20+90.00
℄ CONST. ICD
0 10 20 30 40 500102030405060708090100110120130140150160170
.4
.1
.5
.8
0 78 .5
.8
.3
6 77 .0
5 77 .8
.5
.9
.0
.3
20'' EXIST. WATER LINE
24'' EXIST. WATER LINE
24'' EXIST. WATER LINE
20'' EXIST. WATER LINE
18" PROP. RCP
DRAINAGE PIPE
EXIST. GAS LINE
DIA. TO BE VERIFIED
EXIST. GAS LINE
DIA. TO BE VERIFIED
12" EXIST. FORCEMAIN LINE
12" EXIST. FORCEMAIN LINE
12" EXIST. FORCEMAIN LINE 12" EXIST. FORCEMAIN LINE
36'' EXIST. WATER LINE
36'' EXIST. WATER LINE
1" = 10' Horizontal 1" = 5' Vertical
R
EV
IS
IO
N S
PR
EP
AR
ED
F O
R
EF
FI
N G
H
AM
C O
U N
TY
I-0 7B
R O
U N
D
AB
O U
T
AT
B
LU
E
JA
Y R
D A
N D
H O
D G
EV
IL
LE
R
D
SP
R
IN
G
FI
EL
D
, G A
SHEET:
CH
EC
KE
D
BY
: H
R
DR
AW
N B
Y:
S
A
D
AT
E:
/2 1/
PR
O
JE
CT
N U
M
BE
R:
No. 046602
PROFESSIONAL
CERTIFIED DESIGN
PROFESSIONAL:
Jessica Vick, P.E.
8/21/24
SE
C
TI
O
N V
IE
W
S
SC
AL
E:
A
S N
O
TE
D (F
O R
"X
" P
LO
T)
NOTES:
- VERTICAL &…
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