13-0001 - 13-0003 mainline roadway plans...feb 07, 2020  · drawing no. 01-0001 cover 02-0001 index...

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Page 1: 13-0001 - 13-0003 MAINLINE ROADWAY PLANS...Feb 07, 2020  · drawing no. 01-0001 cover 02-0001 index 03-0001 revision summary 04-0001 general notes 06-0001 summary of quantities 13-0001
Page 2: 13-0001 - 13-0003 MAINLINE ROADWAY PLANS...Feb 07, 2020  · drawing no. 01-0001 cover 02-0001 index 03-0001 revision summary 04-0001 general notes 06-0001 summary of quantities 13-0001

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

Page 3: 13-0001 - 13-0003 MAINLINE ROADWAY PLANS...Feb 07, 2020  · drawing no. 01-0001 cover 02-0001 index 03-0001 revision summary 04-0001 general notes 06-0001 summary of quantities 13-0001

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

Page 4: 13-0001 - 13-0003 MAINLINE ROADWAY PLANS...Feb 07, 2020  · drawing no. 01-0001 cover 02-0001 index 03-0001 revision summary 04-0001 general notes 06-0001 summary of quantities 13-0001

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

Page 5: 13-0001 - 13-0003 MAINLINE ROADWAY PLANS...Feb 07, 2020  · drawing no. 01-0001 cover 02-0001 index 03-0001 revision summary 04-0001 general notes 06-0001 summary of quantities 13-0001

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

Page 6: 13-0001 - 13-0003 MAINLINE ROADWAY PLANS...Feb 07, 2020  · drawing no. 01-0001 cover 02-0001 index 03-0001 revision summary 04-0001 general notes 06-0001 summary of quantities 13-0001

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

Page 7: 13-0001 - 13-0003 MAINLINE ROADWAY PLANS...Feb 07, 2020  · drawing no. 01-0001 cover 02-0001 index 03-0001 revision summary 04-0001 general notes 06-0001 summary of quantities 13-0001

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

Page 8: 13-0001 - 13-0003 MAINLINE ROADWAY PLANS...Feb 07, 2020  · drawing no. 01-0001 cover 02-0001 index 03-0001 revision summary 04-0001 general notes 06-0001 summary of quantities 13-0001

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

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