DESCRIPTIONDESCRIPTION
INDEX
02-
DRAWING NO. DRAWING NO.
01-0001 COVER
02-0001 INDEX
03-0001 REVISION SUMMARY
04-0001 GENERAL NOTES
06-0001 SUMMARY OF QUANTITIES
13-0001 - 13-0003 MAINLINE ROADWAY PLANS
40-0001 A-3 SPECIAL DETAIL - CONCRETE SIDEWALK DETAILS CURB CUT (WHEELCHAIR) 09-16
40-0002 A-4 SPECIAL DETAIL - DETECTABLE WARNING SURFACE TRUNCATED DOME SIZE, 06-09
40-0003 T-1 DETAILS OF SIGN PLATES 01-00
40-0004 T-2 DETAILS FOR TYPICAL FRAMING 03-00
40-0005 T-3A TYPE 7,8 AND 9 SQUARE TUBE POST INSTALLATION DETAIL 07-02
40-0006 T-3B DETAILS OF SQUARE TUBE POST (BREAKAWAY SIGN SUPPORT) 07-02
40-0007 T-11A DETAILS OF PAVEMENT MARKING PLACEMENT ON NON-LIMITED ACCESS 09-16
40-0008 T-14 DETAILS OF PAVEMENT MARKING HATCHING 11-08
41-0001 9032B CONCRETE CURB & GUTTER, CONCRETE CURBS, CONCRETE MEDIANS 11-11
GEORGIA DEPARTMENT OF TRANSPORTATION CONSTRUCTION DETAILS DATE
RAMPS
SPACING AND ALIGNMENT REQUIREMENTS
ROADWAY
GEORGIA DEPARTMENT OF TRANSPORTATION STANDARD DRAWINGS DATE
REVISION DATES
DATE$$$
$USER$
$PRF8$
$$PENTABLE$$
$DGN$
$R
EF01$
$R
EF02$
$R
EF03$
$R
EF04$
$R
EF05$
TIME$$$
$R
EF06$
$R
EF07$
$R
EF08$
$R
EF09$
$R
EF10$
$R
EF11$
$R
EF12$
$R
EF13$
$R
EF14$
$R
EF15$
DRAWING No.CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:CONBDR
$R
EF06$
$R
EF07$
$R
EF08$
$R
EF09$
$R
EF10$
$R
EF11$
$R
EF12$
$R
EF13$
$R
EF14$
$R
EF15$
10/29/2019
SHEET NO.
STATE
GA
PROJECT NUMBER
N/A
TOTAL SHEETS
PEDESTRIAN CROSSING IMPROVEMENTS
0001
AND SAFETY IMPROVEMENTS
REVISION
REVISION SUMMARY
03-
DRAWING NO.DATE DATE DRAWING NO. REVISION
REVISION DATES
DATE$$$
$USER$
$PRF8$
$$PENTABLE$$
$DGN$
$R
EF01$
$R
EF02$
$R
EF03$
$R
EF04$
$R
EF05$
TIME$$$
$R
EF06$
$R
EF07$
$R
EF08$
$R
EF09$
$R
EF10$
$R
EF11$
$R
EF12$
$R
EF13$
$R
EF14$
$R
EF15$
DRAWING No.CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:CONBDR
$R
EF06$
$R
EF07$
$R
EF08$
$R
EF09$
$R
EF10$
$R
EF11$
$R
EF12$
$R
EF13$
$R
EF14$
$R
EF15$
10/29/2019
SHEET NO.
STATE
GA
PROJECT NUMBER
N/A
TOTAL SHEETS
PEDESTRIAN CROSSING IMPROVEMENTS
0001
AND SAFETY IMPROVEMENTS
GENERAL NOTES
04-
GENERAL NOTES
19. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN PLAN AND FIELD CONDITIONS PROMPTLY UPON DISCOVERY.
SHALL BE KEPT NEAT AND CLEAN. EQUIPMENT AND MATERIAL SHALL NOT BE STORED WITHIN THE DRIP LINE OF TREES.
18. EQUIPMENT AND MATERIALS SHALL BE STORED OFF-SITE OR IN AREAS APPROVED BY THE ENGINEER. CONSTRUCTION AND STORAGE AREAS
OF THE PROJECT.
ADDITIONAL COST. ALL COSTS ASSOCIATED WITH THIS REQUIREMENT SHALL BE INCLUDED IN LUMP SUM PRICE BID FOR THE COMPLETION
17. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN SUITABLE BORROW MATERIAL AS NEEDED TO COMPLETE THE PROJECT AT NO
16. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE ACROSS DISTURBED AREAS AND INTO DRAINAGE FEATURES.
INCLUDED IN LUMP SUM PRICE BID FOR THE COMPLETION OF THE PROJECT.
BE SET FLUSH WITH THE TOP OF THE PROPOSED GRADE OR CONCRETE SURFACE. ALL COSTS ASSOCIATED WITH THIS REQUIREMENT SHALL BE
15. ALL EXISTING ELECTRICAL BOXES, WATER METER BOXES, VALVE BOXES AND ANY OTHER UTILITY STRUCTURES WHICH ARE TO REMAIN SHALL
SHALL BE PREPARED AND INSTALLED IN ACCORDANCE WITH CURRENT GDOT SPECIFICATION SECTION 441-MISCELLANEOUS CONCRETE.
14. ALL CONCRETE TO BE USED FOR THE CONSTRUCTION OF RAMPS, SIDEWALKS AND CURB AND GUTTER TO BE CLASS 'A' CONCRETE. CONCRETE
ASSOCIATED WITH THIS REQUIREMENT SHALL BE INCLUDED IN LUMP SUM PRICE BID FOR THE COMPLETION OF THE PROJECT.
13. ALL CURB CUT RAMPS AND SIDEWALKS WITHIN THE TURNING RADII OF ROADS OR DRIVEWAYS SHALL BE 8-INCH CONCRETE. ALL COSTS
WARNING SIGNS.
12. TYPE 11 (VERY HIGH INTENSITY) FLUORESCENT YELLOW-GREEN REFLECTIVE SHEETING SHALL BE USED FOR ALL PEDESTRIAN AND SCHOOL
CURB FACE TO THE NEARER EDGE OF THE SIGN(S).
11. THE HORIZONTAL CLEARANCE FOR STANDARD HIGHWAY SIGNS IN NON-MOUNTABLE CURB SECTIONS SHALL BE AT LEAST 2 FEET FROM THE
THE BOTTOM OF THE SIGN OR ASSEMBLY.
10. ALL STANDARD HIGHWAY SIGNS SHALL BE ERECTED AT A HEIGHT OF 7 FEET ABOVE THE NORMAL EDGE OF PAVEMENT, CURB OR SIDEWALK TO
AND/OR SPECIAL PROVISIONS.
ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), CURRENT EDITION, AND THE GEORGIA SPECIFICATIONS, SUPPLEMENTAL SPECIFICATIONS,
9. ALL STANDARD HIGHWAY SIGNS SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE DETAILS SHOWN IN THE PLANS, THE MANUAL
SPECIFICATION SECTION 653-THERMOPLASTIC TRAFFIC STRIPE AND SECTION 657-PREFORMED PLASTIC PAVEMENT MARKINGS.
8. ALL PAVEMENT MARKING SHALL BE THERMOPLASTIC AND SHALL BE MANUFACTURED AND INSTALLED IN ACCORDANCE WITH CURRENT GDOT
DISPOSAL COSTS SHALL BE INCLUDED IN LUMP SUM PRICE BID FOR THE COMPLETION OF THE PROJECT.
REGULATIONS PER GDOT SPECIFICATION SECTION 201. NO ADDITIONAL PAYMENT WILL BE MADE FOR THIS REQUIREMENT. REMOVAL AND
SHALL BE HAULED OFF-SITE AND BE DISPOSED OF AT AN APPROVED LOCATION IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL
7. DEMOLITION DEBRIS SHALL BECOME PROPERTY OF THE CONTRACTOR AND WASTE SOILS, VEGETATION, AND OTHER DELETERIOUS MATERIALS
6. ALL INCIDENTAL SAW CUTTING COSTS SHALL BE INCLUDED IN LUMP SUM PRICE BID FOR THE COMPLETION OF THE PROJECT.
OF THE PROJECT. THE COST FOR ALL REMOVALS SHALL BE INCLUDED IN LUMP SUM PRICE BID FOR THE COMPLETION OF THE PROJECT.
5. NO ADDITIONAL PAYMENT WILL BE MADE FOR REMOVAL OF ITEMS AS CALLED FOR IN THE PLANS OR AS NECESSARY TO CONSTRUCT ELEMENTS
ACCEPTED BY THE ENGINEER. THIS WORK SHALL BE INCLUDED IN LUMP SUM PRICE BID FOR THE COMPLETION OF THE PROJECT.
SPECIFICATION SECTION 700-GRASSING. GRASSED AREAS SHALL BE MAINTAINED BY THE CONTRACTOR UNTIL GRASS IS ESTABLISHED AND
CONSTRUCTION SITES. ALL NON-PAVED DISTURBED AREAS SHALL BE GRASSED, FERTILIZED AND MULCHED IN ACCORDANCE WITH CURRENT GDOT
EROSION, SEDIMENTATION AND POLLUTION CONTROL BEST MANAGEMENT PRACTICES (BMP) TO PREVENT SEDIMENT FROM LEAVING THE
EPD PERMIT NO. GAR100002. EVEN THOUGH AN NOI IS NOT REQUIRED, THE CONTRACTOR SHALL INSTALL AND MAINTAIN APPROPRIATE
4. A NOTICE OF INTENT (NOI) WILL NOT BE REQUIRED FOR THIS PROJECT SINCE DISTURBED AREA IS LESS THAN ONE ACRE, PER GEORGIA
INCLUDED IN LUMP SUM PRICE BID FOR THE COMPLETION OF THE PROJECT.
ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), LATEST EDITION AND/OR AS DIRECTED BY THE ENGINEER. THIS WORK SHALL BE
PROTECTION AND SAFETY OF THE PUBLIC. ALL TEMPORARY SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH THE MANUAL
OTHER TRAFFIC CONTROL METHODS ADJACENT TO EXISTING ROADWAYS, SIDEWALKS AND PARKING AREAS AS MAY BE REQUIRED FOR THE
3. THROUGHOUT CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE AND MAINTAIN SUFFICIENT BARRICADES, LIGHTS, WARNING SIGNS, AND
ONE-CALL CENTER TELEPHONE NUMBER (811) FOR THE PURPOSE OF COORDINATING THE MARKING OF UNDERGROUND UTILITIES.
2. UTILITY WORK COORDINATION WILL BE REQUIRED AS PART OF THIS CONTRACT. THE CONTRACTOR SHALL BE REQUIRED TO USE THE
ENGINEER IMMEDIATELY, AND SHALL BE REPAIRED PROMPTLY AT THE CONTRACTOR'S EXPENSE.
UTILITIES SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR, SHALL BE REPORTED TO THE AFFECTED UTILITY COMPANY AND THE
SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR INSTRUCTIONS TO RESOLVE ANY CONFLICTS. ANY DAMAGE OR INTERRUPTION OF EXISTING
CONTRACTOR PRIOR TO BEGINNING CONSTRUCTION. IF UTILITIES ARE ENCOUNTERED DURING EXCAVATION OPERATIONS, THE CONTRACTOR
1. THE LOCATIONS OF EXISTING UTILITIES ARE NOT SHOWN ON THE PLANS. UNDERGROUND UTILITY LOCATIONS SHALL BE VERIFIED BY THE
25. EXACT RADAR SPEED SIGN LOCATIONS REQUIRE APPROVAL BY THE ENGINEER PRIOR TO INSTALLATION.
SIGN AND SOFTWARE.
BLUETOOTH USING INCLUDED SOFTWARE. THE CONTRACTOR SHALL PROVIDE A MINIMUM OF 20 MINUTES OF TRAINING ON USE OF THE
24. EACH SIGN SHALL BE CAPABLE OF COLLECTING TRAFFIC SPEED AND VOLUME DATA THAT CAN BE OBSERVED AND DOWNLOADED VIA
RADAR SPEED SIGN ASSEMBLY SHALL BE INCLUDED IN LUMP SUM PRICE BID FOR COMPLETION OF THE PROJECT.
PANELS SHALL BE ORIENTED TO PROVIDE MAXIMUM SUN EXPOSURE. ALL COSTS ASSOCIATED WITH MATERIALS AND INSTALLATION FOR
BOLTS. AN R2-1 SPEED LIMIT SIGN WITH TYPE 9 SHEETING SHALL BE MOUNTED ON THE SAME POLE AS SHOWN IN THE PLANS. SOLAR
INCLUDING A MATCHING PEDESTAL BASE SET ON A CONCRETE FOUNDATION AND ANCHORED BY FOUR 3/4-INCH BY 18-INCH LONG ANCHOR
BLACK 6.0 INCH HIGH LETTERS. EACH SIGN SHALL BE MOUNTED ON A 4-1/2 INCH STEEL OR ALUMINUM POLE WITH BLACK FINISH,
AMBER LED DIGITS ON A BLACK BACKGROUND. THE SIGN FACEPLATES SHALL BE WHITE TYPE 9 SHEETING, WITH "YOUR SPEED" IN
23. RADAR SPEEDS SIGNS SHALL BE SOLAR POWERED AND DISPLAY DETECTED SPEEDS IN MILES PER HOUR USING MINIMUM 15 INCH HIGH
INFORMATION ONLY. THE CONTRACTOR SHOULD FIELD VERIFY BEFORE ORDERING MATERIALS.
SUM PRICE BID FOR COMPLETION OF THE PROJECT. QUANTITIES AND MATERIALS PROVIDED ON DRAWING 06-0001 ARE FOR
22. ALL WORK, CONSTRUCTION MATERIALS, AND ADDITIONAL ITEMS FOR COMPLETION OF THE PROJECT SHALL BE INCLUDED IN LUMP
21. THE CONTRACTOR SHALL STAKE SIGN AND RRFB LOCATIONS AND RECEIVE APPROVAL FROM THE ENGINEER BEFORE INSTALLATION.
PRICE BID FOR THE COMPLETION OF THE PROJECT.
k) ALL ELEMENTS OF THE RRFB ASSEMBLY DESCRIBED ABOVE, ALONG WITH THEIR INSTALLATION, SHALL BE INCLUDED IN LUMP SUM
ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND IN ACCORDANCE WITH THE CURRENT FHWA GUIDANCE.
j) EACH RRFB ASSEMBLY SHALL BE TESTED AND VERIFIED BY THE ENGINEER AFTER INSTALLATION TO ENSURE OPERATIONS ARE IN
SIGNALS.
SECTION 4E.06 OF THE CURRENT EDITION OF THE MUTCD FOR THE TIMING OF PEDESTRIAN CLEARANCE TIMES FOR PEDESTRIAN
i) THE DURATION OF THE OPERATION OF EACH RRFB FOLLOWING EACH ACTUATION SHOULD BE BASED ON THE PROCEDURES PROVIDED IN
h) SHOP DRAWINGS OF EACH RRFB ASSEMBLY TYPE SHALL BE PROVIDED FOR REVIEW AND APPROVAL BY THE ENGINEER.
FOR THE COMPLETION OF THE PROJECT.
g) HIGHWAY SIGNS ATTACHED TO THE RRFB ASSEMBLIES AS CALLED FOR ON THE PLANS SHALL BE INCLUDED IN LUMP SUM PRICE BID
f) RRFB ASSEMBLIES SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS.
AMP-HOUR CAPACITY.
HIGH CAPACITY SOLAR PACKAGES SHALL INCLUDE A 30-WATT MINIMUM SOLAR PANEL AND A 12-VOLT BATTERY WITH MINIMUM 35
PACKAGES SHALL INCLUDE A 13-WATT MINIMUM SOLAR PANEL AND A 12-VOLT BATTERY WITH MINIMUM 14 AMP-HOUR CAPACITY.
e) FOR SOLAR POWERED INSTALLATIONS, SOLAR PANELS SHALL BE INSTALLED TO OPTIMIZE SUNLIGHT ON THE PANEL. SOLAR
d) LIGHT BARS SHALL BE BLACK.
RRFB ASSEMBLIES WITHIN A WARNING GROUP WILL FUNCTION SIMULTANEOUSLY.
c) BEACONS SHALL BE ACTIVATED THROUGH ENCRYPTED, WIRELESS COMMUNICATIONS. MULTIPLE CHANNELS SHALL BE PROVIDED SO
ASSEMBLIES SHALL NOT INCLUDE PUSH BUTTONS.
b) RRFB SHALL BE BULLDOG PUSH BUTTON ACTIVATED WITH VISUAL LED AND TWO-TONE AUDIBLE CONFIRMATION. SUPPLEMENTAL RRFB
PEDESTAL BASE SET ON A CONCRETE FOUNDATION AND ANCHORED BY FOUR 3/4-INCH BY 18-INCH-LONG ANCHOR BOLTS.
a) RRFB ASSEMBLIES SHALL BE MOUNTED ON 4-1/2-INCH STEEL OR ALUMINUM POLES WITH BLACK FINISH, INCLUDE A MATCHING
ASSEMBLY COMPONENT AND INSTALLATION SPECIFICATIONS INCLUDE:
SIGNS MOUNTED ON THE RRFB ASSEMBLY SHALL BE INCLUDED IN LUMP SUM PRICE BID FOR THE COMPLETION OF THE PROJECT. RRFB
PROVIDE A COMPLETE AND FUNCTIONING ASSEMBLY, SHALL BE INCLUDED IN LUMP SUM PRICE BID FOR THE COMPLETION OF THE PROJECT.
RRFB ASSEMBLY, INCLUDING POST, FOUNDATIONS, POWER SOURCE, PUSH BUTTON, COMMUNICATIONS AND OTHER INCIDENTAL ITEMS TO
QUALIFIED PRODUCTS LIST (QPL) AND SHALL BE MANUFACTURED AND INSTALLED IN ACCORDANCE WITH CURRENT FHWA GUIDANCE. EACH
20. RECTANGULAR RAPID FLASHING BEACON (RRFB) ASSEMBLIES AND ACCESSORIES SHALL BE SUPPLIED FROM SOURCES THAT ARE ON GDOT'S
REVISION DATES
DATE$$$
$USER$
$PRF8$
$$PENTABLE$$
$DGN$
$R
EF01$
$R
EF02$
$R
EF03$
$R
EF04$
$R
EF05$
TIME$$$
$R
EF06$
$R
EF07$
$R
EF08$
$R
EF09$
$R
EF10$
$R
EF11$
$R
EF12$
$R
EF13$
$R
EF14$
$R
EF15$
DRAWING No.CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:CONBDR
$R
EF06$
$R
EF07$
$R
EF08$
$R
EF09$
$R
EF10$
$R
EF11$
$R
EF12$
$R
EF13$
$R
EF14$
$R
EF15$
10/29/2019
SHEET NO.
STATE
GA
PROJECT NUMBER
N/A
TOTAL SHEETS
PEDESTRIAN CROSSING IMPROVEMENTS
0001
AND SAFETY IMPROVEMENTS
SUMMARY OF QUANTITIES
SUMMARY QUANTITIES
06-
REVISION DATES
DATE$$$
$USER$
$PRF8$
$$PENTABLE$$
$DGN$
$R
EF01$
$R
EF02$
$R
EF03$
$R
EF04$
$R
EF05$
TIME$$$
$R
EF06$
$R
EF07$
$R
EF08$
$R
EF09$
$R
EF10$
$R
EF11$
$R
EF12$
$R
EF13$
$R
EF14$
$R
EF15$
DRAWING No.CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:CONBDR
$R
EF06$
$R
EF07$
$R
EF08$
$R
EF09$
$R
EF10$
$R
EF11$
$R
EF12$
$R
EF13$
$R
EF14$
$R
EF15$
10/29/2019
SHEET NO.
STATE
GA
PROJECT NUMBER
N/A
TOTAL SHEETS
PEDESTRIAN CROSSING IMPROVEMENTS
0001
AND SAFETY IMPROVEMENTS
13-
CONSTRUCTION PLAN
20
SCALE IN FEET
0 40 80
REVISION DATES
DATE$$$
$USER$
$PRF8$
$$PENTABLE$$
$DGN$
$R
EF01$
$R
EF02$
$R
EF03$
$R
EF04$
$R
EF05$
TIME$$$
$R
EF06$
$R
EF07$
$R
EF08$
$R
EF09$
$R
EF10$
$R
EF11$
$R
EF12$
$R
EF13$
$R
EF14$
$R
EF15$
DRAWING No.CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:CONBDR
$R
EF06$
$R
EF07$
$R
EF08$
$R
EF09$
$R
EF10$
$R
EF11$
$R
EF12$
$R
EF13$
$R
EF14$
$R
EF15$
10/29/2019
SHEET NO.
STATE
GA
PROJECT NUMBER
N/A
TOTAL SHEETS
PEDESTRIAN CROSSING IMPROVEMENTS
0001
AND SAFETY IMPROVEMENTS
REDAN ROAD
SH
EP
PA
RD
PL
AC
E
WITH SHELTER
EXISTING BUS STOP
GOOD FOUNDATIONS ACADEMYGOOD FOUNDATIONS, INC.
FOUST TRACIE
NAIK MANJULA R
LANE MANOR APARTMENTS LANE MANOR RHF HOUSING, INC.
TURNER SHALISA L
WCE HOLDINGS B, LLC
DAVIS OUIDA D
A
D
B
D
D D
AU
TU
MN
CR
ES
T
DRI
VE
RAMPS TYPE D
REPLACE CURB CUT
RAMP TYPE B
INSTALL CURB CUT
SOLAR POWERED
RRFB, HIGH CAPACITY
INSTALL DOUBLE-SIDED
SOLAR POWERED
RRFB, HIGH CAPACITY
INSTALL SINGLE-SIDED
RAMP TYPE D
REPLACE CURB CUT
SOLAR POWERED
RRFB, HIGH CAPACITY
INSTALL DOUBLE-SIDED
RAMP TYPE D
REPLACE CURB CUT
POLE
EXISTING UTILITY
FIRE HYDRANT
EXISTING
MATCH EXISTING
END SIDEWALK
B
MATCH EXISTING
END CURB & GUTTER
BUS STOP
EXISTING
MATCH EXISTING
BEGIN CURB & GUTTER
REMOVE PAVEMENT
8' WIDE (TYP.)
8" SOLID WHITE
INSTALL CROSSWALK
RAMP TYPE A
INSTALL CURB CUT
WHITE HATCHING
15 SY TYPE "C"
SP
EE
DLI
MI
T
YO
UR
SP
EE
D
SP
EE
DLI
MI
T
YO
UR
SP
EE
D
W16-9P
W11-2
INSTALL SIGN
W16-9P
W11-2
INSTALL SIGN
AH
EA
D
AH
EA
D
8' FROM EXIST EOP
R 30'
INSTALL BULB-OUT3:1 TAPER
PANEL
SOLAR
FLASHING BEACON (RRFB)
RECTANGULAR RAPID
DOUBLE *
* TWO SIDED
BEACONS
FLASHING
TWO
LIGHTS
WARNING
TURN ON
BUTTON TO
PUSH
(30X30)
W11-2
TWO
LEFT AND RIGHT REQ'D
W16-7P (24X12)
TWO
SIGN FACES SIDEWALK
9X12
R10-25
PANEL
SOLAR
BEACON
FLASHING
(24X12)
W16-9P AHEAD
FLASHING BEACON (RRFB)
RECTANGULAR RAPID
SINGLE SUPPLEMENTAL
(30X30)
W11-2
RADAR SPEED DETECTOR DEVICE
INSTALL R2-1, 40 MPH
RADAR SPEED DETECTOR DEVICE
INSTALL R2-1, 40 MPH
13-
CONSTRUCTION PLAN
SPEED
LIMIT
YOUR
SPEED
SPEED
LIMIT
YOUR
SPEED
PLEAS
ANT
HIL
L R
OA
D
BO
ND
S
LA
KE
RO
AD
SIE
RRA PASSAGE
BO
ULDER C
OVE
R1-1
W2-2
W2-2
OM-3L
HYDRANT
FIR
E
SOLAR PANEL
40 MPH speed Limit
DETECTOR DEVICE
RADAR SPEED
POLE
UTILITY
POLE
UTILITY
EXISTING
EXIS
TIN
G
EXISTING
EXISTING
+
APPRO
X.
150'
NOTE: APPROX. LOCATION IN THE FIELD.
B
BB
B
BB
B
B
B
B
B
B
B
B
B
STOP
REVISION DATES
DATE$$$
$USER$
$PRF8$
$$PENTABLE$$
$DGN$
$R
EF01$
$R
EF02$
$R
EF03$
$R
EF04$
$R
EF05$
TIME$$$
$R
EF06$
$R
EF07$
$R
EF08$
$R
EF09$
$R
EF10$
$R
EF11$
$R
EF12$
$R
EF13$
$R
EF14$
$R
EF15$
DRAWING No.CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:CONBDR
$R
EF06$
$R
EF07$
$R
EF08$
$R
EF09$
$R
EF10$
$R
EF11$
$R
EF12$
$R
EF13$
$R
EF14$
$R
EF15$
10/29/2019
SHEET NO.
STATE
GA
PROJECT NUMBER
N/A
TOTAL SHEETS
PEDESTRIAN CROSSING IMPROVEMENTS
000240 160
SCALE IN FEET
0 80
AND SAFETY IMPROVEMENTS
13-
CONSTRUCTION PLAN
SPEED
LIMIT
YOUR
SPEED
EXISTI
NG SI
DEWAK
SOLAR PANEL
40 MPH speed Limit
DETECTOR DEVICE
RADAR SPEED
PE
BB
LE
RO
CK
WA
Y
ST
AT
LE
R
DRIV
E
R1-1
W1-8
W1-8
W1-8
35'-0
"
SOUTH HAIR
STON ROAD
+
W1-8
EXISTING
EXISTING
EXISTIN
G
EXISTI
NG
EXISTI
NG
BROKEN SIG
N W1-8
REPLACE
EXISTIN
G
APPROX.
NOTE: APPROX. LOCATION IN THE FIELD.
STOP
B
B
B
B
B
B
B
B
B
REVISION DATES
DATE$$$
$USER$
$PRF8$
$$PENTABLE$$
$DGN$
$R
EF01$
$R
EF02$
$R
EF03$
$R
EF04$
$R
EF05$
TIME$$$
$R
EF06$
$R
EF07$
$R
EF08$
$R
EF09$
$R
EF10$
$R
EF11$
$R
EF12$
$R
EF13$
$R
EF14$
$R
EF15$
DRAWING No.CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:CONBDR
$R
EF06$
$R
EF07$
$R
EF08$
$R
EF09$
$R
EF10$
$R
EF11$
$R
EF12$
$R
EF13$
$R
EF14$
$R
EF15$
10/29/2019
SHEET NO.
STATE
GA
PROJECT NUMBER
N/A
TOTAL SHEETS
PEDESTRIAN CROSSING IMPROVEMENTS
AND SAFETY IMPROVEMENTS
000320
SCALE IN FEET
0 40 80