2pm, tuesday, march 18, 2014 - chatham county · g o m e r y c r o s s r o a d s a l l i e m o o d...

CHATHAM COUNTY PURCHASING DEPARTMENT

ADDENDUM NO. 1 TO BID NO. 14-0013-4

FOR: MONTGOMERY CROSS ROAD AT SALLIE MOOD DRIVE SIGNAL AND

PEDESTRIAN IMPROVEMENTS

PLEASE SEE THE FOLLOWING FOR ADDITIONS, CLARIFICATIONS AND/ORCHANGES:

1. SEE ATTACHED PLAN SHEET REVISIONS (7 SHEETS )

2. NOTE: The traffic signal heads, cabinet, controller and all other equipment in thecabinet shall be dropped off at the Department of Public Works and Park Servicesat 7226 Varnedoe Drive. Contractor shall ensure equipments is not damaged whenremoved and relocated to the Public Works yard.

=====================================================================

THE BID OPENING REMAINS:

2PM, TUESDAY, MARCH 18, 2014.=====================================================================

THE PROPOSER IS RESPONSIBLE FOR MAKING THE NECESSARY CHANGESAND MUST ACKNOWLEDGE RECEIPT OF ADDENDUM.

3-6-14 DATE

ROBERT E. MARSHALL SENIOR PROCUREMENT SPECIALIST

CHATHAM COUNTY

12/5/2013

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1

SHEET NO.PROJECT NUMBER

48

TOTAL SHEETSSTATE

GA

LOCATION SKETCH

CONCOV

5/20/2011

TS

AT

E

O GFE

O

RG

IA

1776

C

ONSTITUTIO

N

JUSTICE OM DER

ATIONDOM

WIS

CONCOV

GEORGIACHATHAM COUNTY,

PRELIMINARY PLANS COMPLETED

DATE

DATE REVISIONS

FINAL PLANS COMPLETED

THIS

LIN

E

IS

ON

E IN

CH

LO

NG

WH

EN

PL

OT

TE

D

FU

LL S

CA

LE

LENGTH OF PROJECT MILES

TOTAL

GROSS LENGTH OF PROJECT

NET LENGTH OF EXCEPTIONS

NET LENGTH OF PROJECT

NET LENGTH OF BRIDGES

NET LENGTH OF ROADWAY 0.384

0.000

0.384

0.000

0.384

COORDINATE ZONE

PROJECT UNITS

NAVD88

ENGLISH

VERTICAL DATUM :

:

:

GAS. COORDINATES SYS. 85 (NAD83)

COUNTY NUMBER 051

CHATHAM COUNTY

:DESIGN SPEED 45 MPH

TRANSPORTATION’S SPECIFICATIONS.

SUBSECTION 102.04, 102.05 AND 104.3 OF THE GEORGIA DEPARTMENT OF

IN ANY WAY. THE ATTENTION OF THE BIDDER IS SPECIFICALLY DIRECTED TO

INFORMATION ONLY, ARE NOT GUARANTEED, AND DO NOT BIND CHATHAM COUNTY

TO BE INDICATIVE OF ACTUAL CONDITIONS. HOWEVER, THE SAME ARE SHOWN AS

ANY OTHER MANNER, ARE BASED UPON FIELD INVESTIGATIONS AND ARE BELIEVED

OR IN ANY WAY INDICATED THEREBY, WHETHER BY DRAWINGS OR NOTES, OR IN

THE DATA, TOGETHER WITH ALL OTHER INFORMATION SHOWN ON THESE PLANS,

NOTE:

PROJECT DESIGNATION

EXEMPT

FUNCTIONAL CLASSIFICATION

LOCAL ROAD

THIS PROJECT IS 100% IN CHATHAM COUNTY, GMD 6

THIS PROJECT IS 100% IN CONGRESSIONAL DISTRICT NO.1

THIS PROJECT IS 100% IN CHATHAM COUNTY COMMISSION DISTRICT NO. 4

3003035

CHATHAM COUNTY

3003035

12/5/13

07/15/13

E 989401.1940

N 725671.4310

STA 151+50.00 =

MONTGOMERY CROSS ROAD

BEGIN PROJECT

E 990206.7783

N 725557.3569

STA 159+70.00 =


END PROJECT

149+00

154+00

159+00

164+00

169+00

174+00

30+00

PROJECT

200 400

SCALE IN FEET

0 100

HISTORICAL SOCIETY

EUGENIA CEMETERY

N/F

SALLIE MOOD DRIVE STA 20+00.00

MONTGOMERY CROSS ROAD STA 155+66.63 =

CENTERLINE INTERSECTION

COUNTY

CHATHAM

N/F

& BEVERLY A

FOX, EUGENE A

N/F

F JR & PAULA W

SMITH, WILLIAM

N/F

CHRISTIAN CHURCH

MT OLIVE

N/F

OF SAVANNAH

BAPTIST CHURCH

VICTORY

N/F

ROUSH, MICHAEL W SR

N/F

DRUCHALA, NANCY

N/F

A & JEAN P

LOYD, HUGH

N/F

LIZHOU & JOSEPH

LIU & GERARDI

N/F

D & LAURA K

GARNER MICHAEL

N/F

MARTHA M

EXLEY,

N/F

MARGARET C

HAYMANS,

N/F

GIP C & JANIS

YARBROUGH,

N/F

JENNIFER S

LONG,

N/F

COUNTY

CHATHAM

N/F

25+00

SULGRAVE ROAD

IMPROVEMENTS

SIGNAL AND PEDESTRIAN

AT SALLIE MOOD DRIVE

MONTGOMERY CROSS ROADSTA 32+25.00

SALLIE MOOD DRIVE

LIMIT OF CONSTRUCTION

B

D

D

D

D

B

X

X

X

X

X

X

X

XX

X

X

XX

X

X

X

X

X

X

X

X

UNDER THE SUPERVISION OF:

PLANS PREPARED BY:

CANDICE NICOLE THOMAS, P.E.

P L

PL

PL

PL

PL

PL

PL

PL

PL

PL

PL

P L

PL

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIS

T.

R/

W

EXIS

T.

R/

W

EXIS

T.

R/

W


SA

LLIE

MO

OD

DRIV

E

DRIV

E

HE

ATHER

WO

OD

R/WEXIST.

EXIST. R/W

EXIST. R/W


cthomas

PE131205

cthomas

Typewritten Text

1,2,5,8A,16,17,18

cthomas

Typewritten Text

cthomas

Typewritten Text

cthomas

Typewritten Text

2/20/14

CONSTRUCTION PLANS

1 01-001 COVER SHEET

8 14-001 CROSSROAD PLAN SHEETS

9-12 24-000 - 24-003 UTILITY PLANS

44-46 54-001 - 54-003 BMP LOCATION DETAILS

3 04-001 GENERAL NOTES

4-5 06-001 - 06-002 SUMMARY OF QUANTITIES

6-7 13-001 - 13-002 MAINLINE ROADWAY PLAN SHEETS

13-14 26-001 - 26-002 SIGNING AND MARKING PLANS AND DETAILS

15-18 27-000 - 27-003 SIGNAL PLANS

GEORGIA DEPARTMENT OF TRANSPORTATION CONSTRUCTION DETAILS DATE

19 40-001 A-3 SPECIAL DETAILS - CONCRETE SIDEWALK DETAILS CURB CUT (WHEELCHAIR) RAMPS 6-09

20 40-002 A-4 DETECTABLE WARNING SURFACE TRUNCATED DOME SIZE, SPACING AND ALIGNMENT REQUIREMENTS 6-09

21 40-003 T-1 SIGN PLATES 1-00

22 40-004 T-3A TYPE 7,8 AND 9 SQUARE TUBE POST INSTALLATION DETAIL 7-02

23 40-005 T-11A DETAILS OF PAVEMENT MARKING PLACEMENT ON NON-LIMITED ACCESS ROADWAY 1-00

24 40-006 T-12B DETAILS OF PAVEMENT MARKINGS - ARROWS 4-00

25 40-007 T-15A DETAILS OF RAISED PAVEMENT MARKER LOCATION NON-LIMITED ACCESS ROADWAY 1-04

26 40-008 T-15C DETAILS OF RAISED PAVEMENT MARKERS 9-11

27 40-009 TS-01 INDUCTIVE-LOOP DETECTOR INSTALLATION 4-10

28 40-010 TS-02 PULLBOX ASSEMBLY AND INSTALLATION 4-10

29 40-011 TS-03 CABINET BASE DETAIL 4-10

30 40-012 TS-03A PEDESTRIAN FACILITIES INSTALLATION DETAILS 4-10

31 40-013 TS-04 DETAILS OF METAL TRAFFIC SIGNAL SUPPORT STRUCTURES 4-10

32 40-014 TS-06 DETAILS OF STRAIN POLE AND MAST ARM FOUNDATIONS 4-10

33 40-015 TS-07 GROUNDING DETAILS FOR TRAFFIC SIGNAL SUPPORT STRUCTURES 4-10

34 40-016 TS-08 UTILITY CLEARANCE DETAIL 4-10

38 41-004 9032B CONCRETE CURB AND GUTTER, CONCRETE CURBS, CONCRETE MEDIANS 11-11

39 41-005 9100 TRAFFIC CONTROL GENERAL NOTES, STANDARD LEGEND, AND MISCELLANEOUS DETAILS 3-06

37 41-003 9031U PRECAST OR BUILT IN PLACE JUNCTION BOXS, PIPE COLLARS, PIPE ELBOW & PIPE CURVED ALIGNMENT 7-85

35 41-001 1033D CATCH BASINS FOR USE WITH CURB (6" OR 8" HT.) & GUTTER 8-82

GEORGIA DEPARTMENT OF TRANSPORTATION STANDARD DRAWINGS DATE

40 41-006 9107 TRAFFIC CONTROL DETAIL FOR LANE CLOSURE ON MULTI-LANE UNDIVIDED HIGHWAY 3-06

EROSION, SEDIMENTATION & POLLUTION CONTROL PLAN DATE

41 52-001 EC-L3 EROSION CONTROL LEGEND AND UNIFORM CODE SHEET (SHEET 3 OF 6) 1-13



GEORGIA DEPARTMENT OF TRANSPORTATION CONSTRUCTION DETAILS FOR EROSION CONTROL DATE

47 56-001 D-24A TEMPORARY SILT FENCE (SHEET 1 OF 4) 1-11

48 56-002 D-24C TEMPORARY SILT FENCE (SHEET 3 OF 4) J-HOOKS, INLET SEDIMENT TRAPS 1-11

36 41-002 1033D PRECAST CATCH BASINS FOR USE WITH CURB (6" OR 8" HT.) & GUTTER 9-82

SHEET NO. DESCRIPTION

REVISION DATES2/20/14

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TOTAL SHEETS

2 48

11:57:00 AM

SHEET NO.DATE REVISIONDWG NO.

STATE

GA

10/17/2011 CONBDR

PROJECT NUMBER

02-001

www.mcgeepartners.com

McGee Partners, Inc.

3003035

CHATHAM COUNTY

SHEET NO.DATE REVISION

INDEX/REVISION SUMMARY

MONTGOMERY CROSS RD AT SALLIE MOOD DR

SIGNAL AND PEDESTRIAN IMPROVEMENTS

2 02-001 INDEX/REVISION SUMMARY

18

2/20/14 1,2,5,8A,16,17, REVISED SIGNAL PLANS TO INCLUDE FLASHING YELLOW ARROWS AND ACCESSIBLE PEDESTRIAN SIGNALS


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SUMMARY QUANTITIES

5 48

11:57:06 AM

STATE

GA

10/17/2011 CONBDR

PROJECT NUMBER

06-002



3003035

CHATHAM COUNTY



SUMMARY OF SIGNING QUANTITIES

LOCATION

STA 155+00 RT

PROJECT TOTAL:

INSTL.

NO. CODE

R9-3

R9-3BP

R9-3

R9-3BP

HIGHWAY SIGNS

TYPE 3 SHEETING

SIZE

TYPE 1

QTY SF

8

POSTS

LENGTH

LF

13.50

TYPE 7

QTY

1

LF

13.50

27

STA 155+28 LT

STA 156+68 LT

STA 159+00 LT

1

1

2.25

1.50

EA

SIGN

REST

STA 155+00 RT

STA 155+28 LT

1

1

2

18" X 18"

18" X 18"

18" X 12"

18" X 12"

1

1

2.25

1.50

13.50 1 13.50

SUMMARY OF SIGNAL QUANTITIES

LOCATION


PROJECT TOTAL:

INSTL.

NO. LUMP

1 1

LUMINAIRE

EA

1

REMOVE

1

LUMINAIRE

EA

1

RESET

1

BORE

LF

65

DIRECTIONAL

65

3 IN

BORE

LF

185

DIRECTIONAL

185

6 IN

TP 2 MATL REFL

SF

139

HIGHWAY SIGNS

139

SHEETING TP 9

POLE TP IV, INCL

EA

1

STEEL STRAIN

1

COMB 30FT/60FT

MAST ARMS INCL

TRAFFIC SIGNAL TIMING


LUMP SUM

LUMINAIRE ARM

POLE TP IV, INCL

EA

1

STEEL STRAIN

1

COMB 35FT/60FT

MAST ARMS INCL

LUMINAIRE ARM

LF

700

700

CONDUIT

NONMETAL

TP3, 2 IN

FROM THE FACE OF THE GUARDRAIL TO THE NEARER EDGE OF THE SIGN(S).

4A. HORIZONTAL CLEARANCE FOR STANDARD HIGHWAY SIGNS MOUNTED BEHIND GUARDRAIL SHALL BE 6 FEET

SHALL BE AT LEAST 2 FEET FORM THE CURB FACE TO THE NEARER EDGE OF THE SIGN(S).

OF THE SIGN(S), WHICHEVER IS GREATER. THE HORIZONTAL CLEARANCE IN NON-MOUNTABLE CURB SECTIONS

THE EDGE OF THE PAVED SHOULDER OR 12 FEET FROM THE NORMAL EDGE OF PAVEMENT TO THE NEARER EDGE

4B. HORIZONTAL CLEARANCE FOR STANDARD HIGHWAY SIGNS ON ALL OTHER ROADWAYS SHALL BE 6 FEET FROM

THE SIGN.

ALUMINUM OR GALVANIZED STEEL STRAP LOCATED IN THE CENTER OF THE SIGN AND FLUSH WITH THE BACK OF

6. EACH 42 OR 48 INCH WIDE X 18 OR 24 INCH HIGH SIGN REQUIRES ONE 2 INCH X � INCH X (WIDTH OF SIGN)

AND STRAP SPECIFICATIONS REFER TO SIGN ASSEMBLY-TYPICAL FRAMING DETAILS.

7. SIGN ASSEMBLIES SHALL BE MOUNTED ON ALUMINUM OR GALVANIZED STEEL STRAP FRAMES. FOR DETAILS

THE ASSEMBLY.

ADDITIONAL � INCH DIAMETER HOLE(S), DRILLED OR PUNCHED, SHALL BE REQUIRED TO PROPERLY MOUNT

13. WHERE SIGNS WITHIN AN ASSEMBLY EXTEND BELOW THE STANDARD MOUNTING HOLES ON THE POST(S),

PAVEMENT TO THE BOTTOM OF THE SIGN ASSEMBLY.

3. ALL STANDARD HIGHWAY SIGNS SHALL BE ERECTED AT A HEIGHT OF 7 FEET ABOVE THE NORMAL EDGE OF

PLATE DETAILS.

SIGN. SIGN PLATE BOLT HOLES SHALL BE � INCH DIAMETER, DRILLED OR PUNCHED, AS SHOWN ON THE SIGN

SIGN. THE CENTERLINE OF EACH POST SHALL BE INSET 1/6TH OF THE SIGN WIDTH FROM THE EDGE OF THE

STRAPS SHALL BE FLUSH WITH THE BACK OF THE SIGN WITH ONE EACH ACROSS THE TOP AND BOTTOM OF THE

POSTS WITH 2 EACH 2 INCH X � INCH X (WIDTH OF SIGN) ALUMINUM OR GALVANIZED STEEL STRAPS. THE

5. SINGLE PLATE, HORIZONTAL RECTANGULAR SIGNS OVER 48 INCHES IN WIDTH SHALL BE MOUNTED ON TWO

SIGNING AND MARKING GENERAL NOTES

SPECIAL PROVISIONS.

THE GEORGIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS, SUPPLEMENTAL SPECIFICATIONS, AND/OR

SHOWN IN THE PLANS, THE "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES", CURRENT EDITION, AND

1. ALL STANDARD HIGHWAY SIGNS SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE DETAILS

12. A � INCH MINIMUM AIR SPACE SHALL BE REQUIRED BETWEEN ALL SIGN PLATES WITHIN AN ASSEMBLY.

14. FOR DETAILS OF SPECIAL DESIGN HIGHWAY SIGNS, SEE DETAILS OF MISCELLANEOUS SIGNS.

PLANS. EITHER CLASS 1 OR CLASS 2 ADHESIVE BACKING IS PERMISSIBLE.

REQUIRING REFLECTORIZED BACKGROUNDS EXCEPT AS SPECIFIED BELOW OR SPECIFIED OTHERWISE IN THE

8. TYPE 3 (ENCAPSULATED LENS) REFLECTIVE SHEETING SHALL BE USED FOR ALL STANDARD HIGHWAY SIGNS

WARNING SIGNS.

11. TYPE 9 (VERY HIGH INTENSITY) FLUORESCENT YELLOW REFLECTIVE SHEETING SHALL BE USED FOR ALL

DESIGN.

BY THE PROJECT ENGINEER WITHOUT PRIOR APPROVAL FROM THE OFFICE OF TRAFFIC SAFETY AND

CONTROL DEVICES", CURRENT EDITION. NO SIGN LOCATION SHALL BE CHANGED BY THE CONTRACTOR OR

NECESSARY, BUT SHALL BE WITHIN THE LIMITATIONS SET FORTH IN THE "MANUAL ON UNIFORM TRAFFIC

2. SIGN ERECTION STATIONS ARE APPROXIMATE AND MAY BE ADJUSTED TO MEET FIELD LOCATIONS WHERE

TYPE 9 (VERY HIGH INTENSITY) REFLECTIVE SHEETING BACKGROUNDS OF THE APPROPRIATE COLOR.

LISTED ABOVE AND ALL REGULATORY SIGNS PLACED AS PART OF THE SCHOOL ZONE SIGNING SHALL HAVE

CROSSING (W11-2) SIGNS. SIGNS WITHIN THE SAME ASSEMBLY AS THE SCHOOL ZONE SIGNS SPECIFICALLY

ZONE (S1-1, S2-1, S3-1, S4-3, S4-5 AND THE TOP PORTION OF THE S5-1) SIGNS, AND PEDESTRIAN

10. TYPE 9 (VERY HIGH INTENSITY) FLUORESCENT YELLOW REFLECTIVE SHEETING SHALL BE USED FOR SCHOOL

EXISTING SIGNS THAT ARE DUPLICATED OR ARE CONTRARY TO THE INCLUDED SIGN PLANS.

15. CONTRACTOR WILL, AS REQUESTED BY THE PROJECT ENGINEER, BE REQUIRED TO REMOVE ANY

(R1-1, R1-2, R1-3P, R5-1, R5-1A).

9. TYPE 9 (VERY HIGH INTENSITY) REFLECTIVE SHEETING SHALL BE USED FOR ALL RED SERIES SIGNS


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QUANTITIES

(AMENDMENT)

8A 48

11:57:08 AM

STATE

GA

10/17/2011 CONBDR

PROJECT NUMBER

07-001



3003035

CHATHAM COUNTY



DESCRIPTIONDATE UNIT

QUANTITYNO.

ITEM REQUIRED BY

ORIGINAL

QUANTITY

DATE

AMENDMENT

NUMBER

AMENDMENTAMENDMENT

QUANTITIES REQUIRED BY AMENDMENT

1 EA 1 0 639-3004 STEEL STRAIN POLE, TP IV, INCL COMB 30FT/55FT MAST ARMS AND LUMINAIRE ARM 2-20-14

STEEL STRAIN POLE, TP IV, INCL COMB 30FT/60FT MAST ARMS AND LUMINAIRE ARM 1 639-3004 EA 0 1



2-20-14

2-20-14

2-20-14

2-20-14

2-20-14

2-20-14

2-20-14

EXISTING SIGNAL PROPOSED SIGNAL

CONTROLLER CABINET

STRAIN POLE

TIMBER POLE

MAST ARM

STREET LIGHT

3 SECTION HEAD

5 SECTION HEAD

OVERHEAD SIGN

PEDESTAL POLE

PED SIGNAL HEAD

CURB CUT RAMP

PULLBOX, TP 1

PULLBOX, TP 2

PULLBOX, TP 4

PULLBOX, TP 5

6x6 PULSE LOOP

6x18 CALL LOOP

6x40 PRESENCE LOOP (DIPOLE)

6x40 PRESENCE LOOP (QUADRUPOLE)

CONDUIT

RAILROAD CONTROLLER

SIGN POST

EXISTING UTILITIES

DOWN GUY

EX UG CABLE TV

EX OH CABLE TV

EX UG TELEPHONE

EX TELEPHONE POLE

EX OH TELEPHONE

EX TELEPHONE MH

EX SS MANHOLE

EX SANITARY SEWER

EX WATER VALVE

EX WATER METER

EX FIRE HYDRANT

EX WATER LINE

EX GAS VALVE

EX GAS METER

EX GAS LINE

EX. UG ELECTRIC

EX TRANSFORMER

EX POWER POLE

EX. OH ELECTRIC

EXISTING GUY WIRE

ELECTRIC METER

SIGN POST

RAILROAD CONTROLLER

DIRECTIONAL BORE

CONDUIT

6x40 PRESENCE LOOP (QUADRUPOLE)

6x40 PRESENCE LOOP (DIPOLE)

6x18 CALL LOOP

6x6 PULSE LOOP

PULLBOX, TP 3

PULLBOX, TP 2

CURB CUT RAMP - (See ADA Detail)

PED SIGNAL HEAD

PEDESTAL POLE

OVERHEAD SIGN

4 SECTION HEAD W/ BACKPLATE

4 SECTION HEAD

3 SECTION HEAD W/ BACKPLATE

3 SECTION HEAD

STREET LIGHT

MAST ARM

DOWN GUY

TIMBER POLE

STRAIN POLE

CONTROLLER CABINET


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TOTAL SHEETS

SIGNAL PLANS

16 48

11:57:10 AM

STATE

GA

10/17/2011 CONBDR

PROJECT NUMBER

27-001


McGee Partners, Inc.EASEMENT FOR CONSTR

EASEMENT FOR CONSTR OF SLOPES

CONSTRUCTION LIMITS

& MAINTENANCE OF SLOPES

C F

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE PL

LIMIT OF ACCESS

BEGIN LIMIT OF ACCESS............BLA

END LIMIT OF ACCESS..............ELA

REQ’D R/W & LIMIT OF ACCESSEASEMENT FOR CONSTR


CONSTRUCTION LIMITS


C F

REQUIRED R/W LINE


LIMIT OF ACCESS



REQ’D R/W & LIMIT OF ACCESS

3003035

CHATHAM COUNTY



30 120

SCALE IN FEET

0 60


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SIGNAL PLANS

17 48

11:57:23 AM

STATE

GA

10/17/2011 CONBDR

PROJECT NUMBER

27-002




CONSTRUCTION LIMITS


C F

REQUIRED R/W LINE


LIMIT OF ACCESS





CONSTRUCTION LIMITS


C F

REQUIRED R/W LINE


LIMIT OF ACCESS




3003035

CHATHAM COUNTY



B

D

D

D

D

B

S 88°32’27.0" E

S 71°03’30.0" E

151

+00

152

+00

153

+00

154

+00

155

+00

157+00

158+00

159+00

160

+00

21+00

23+00

N 0

°1

9’

23.

7"

W

26.02’ RT20+52.05

EXIST. R/W

P L

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST. R/

W

EXIST. R

/W

EXIST.

R/

W

EXIST.

R/

W

PL

EXIST. R/

W

P L

PL

PL

EXIS

T. R/W

EXIST. R/W

EXIST. R/W

EXIST.

R/

W

EXIST.

R/

W

EXIST. R/W

X

X

X

X

X

X

X

XX

X

X

XX

X

X

X

X

X

X

X

X BENCH

PHASING DIAGRAM

01/ 02/ 03/ 04/

05/ 06

/

07/ 08/ W

WW W

LED SIGNAL HEADS LED COUNTDOWN PED HEADS

2,4,6,8

18"

W W

OMIT

OMIT

SPEED LIMIT = 45 MPH330’ TO STOP BAR L2B

L2A

SPEED LIMIT = 45 MPH

SPEED LI

MIT

= 25 MPH

SP

EE

D

LI

MI

T

= 35

MP

H

L6B

L6A

330’ TO STOP BAR

P2

44

D3-1 (#1)

1

6

2

5

88

L1

L5

P2

P8

P6

P6

P2,P6,P8

PEDESTRIAN SIGNS

R10-3E(L) R10-3E(R)

9" X 15" 9" X 15"

OVERHEAD STREET SIGNS

D3-1 (#2)

D3-1 (#4)

YIELDON GREEN

LEFT TURN

R10-12

30" X 36"

D3-1 (#3)

D3-1 (#5)

R9-3

R9-3BP

R9-3BP

R9-3

LOOP DETECTOR (TYP)

INSTALL 6’X6’ PULSE

TP 2 (TYP)

INSTALL PULLBOX

CONDUIT, TP 3, 2", 1 EA

INSTALL 3" DIRECTIONAL BORE (40 LF)

P8







D3-1 (#1)

R10-12

INSTALL CONDUIT, NONMETAL,

TP 3, 2" FOR LOOP LEAD IN

TO CROSS

PUSH BUTTON

START CROSSING

STEADY

VEHICLES

WATCH FOR

DON’T CROSS

DON’T START

FINISH CROSSING

IF STARTEDFLASHING

TIMERTO FINISH CROSSING

TIME REMAINING08

TO CROSS

PUSH BUTTON

START CROSSING

STEADY

VEHICLES

WATCH FOR

DON’T CROSS

DON’T START

FINISH CROSSING

IF STARTEDFLASHING


TIME REMAINING08

TO CROSS

PUSH BUTTON

START CROSSING

STEADY

VEHICLES

WATCH FOR

DON’T CROSS

DON’T START

FINISH CROSSING

IF STARTEDFLASHING


TIME REMAINING08

TO CROSS

PUSH BUTTON

START CROSSING

STEADY

VEHICLES

WATCH FOR

DON’T CROSS

DON’T START

FINISH CROSSING

IF STARTEDFLASHING


TIME REMAINING08

TO CROSS

PUSH BUTTON

START CROSSING

STEADY

VEHICLES

WATCH FOR

DON’T CROSS

DON’T START

FINISH CROSSING

IF STARTEDFLASHING


TIME REMAINING08

TO CROSS

PUSH BUTTON

START CROSSING

STEADY

VEHICLES

WATCH FOR

DON’T CROSS

DON’T START

FINISH CROSSING

IF STARTEDFLASHING


TIME REMAINING08

VEHICLES

WATCH FOR

START CROSSING

TO CROSS

PUSH BUTTON

START CROSSING

DON’T START

FINISH CROSSING

IF STARTEDFLASHING

STEADY

VEHICLES

WATCH FOR

DON’T CROSS


TIME REMAINING08

TO CROSS

PUSH BUTTON

START CROSSING

DON’T START

FINISH CROSSING

IF STARTEDFLASHING

STEADY

VEHICLES

WATCH FOR

DON’T CROSS


TIME REMAINING08

TO CROSS

PUSH BUTTON

START CROSSING

DON’T START

FINISH CROSSING

IF STARTEDFLASHING

STEADY

VEHICLES

WATCH FOR

DON’T CROSS


TIME REMAINING08

TO CROSS

PUSH BUTTON

START CROSSING

DON’T START

FINISH CROSSING

IF STARTEDFLASHING

STEADY

TO CROSS

PUSH BUTTON

START CROSSING

DON’T START

FINISH CROSSING

IF STARTEDFLASHING

STEADY

VEHICLES

WATCH FOR

DON’T CROSS


TIME REMAINING08

TO CROSS

PUSH BUTTON

START CROSSING

DON’T START

FINISH CROSSING

IF STARTEDFLASHING

STEADY

VEHICLES

WATCH FOR

DON’T CROSS


TIME REMAINING08

TO CROSS

PUSH BUTTON

START CROSSING

DON’T START

FINISH CROSSING

IF STARTEDFLASHING

STEADY

DON’T CROSS


TIME REMAINING08

TO CROSS

PUSH BUTTON

DON’T START

FINISH CROSSING

IF STARTEDFLASHING

STEADY

R10-12

L8

L4



SA

LLI

E

MO

OD

DRI

VE

HEATHERWOOD

DRIVE

TP 3, 2" FOR LOOP LEAD IN

INSTALL CONDUIT, NONMETAL,

LOOP DETECTOR (TYP)

INSTALL 6’X40’ QUADRUPOLE

SIGNING AND MARKING PLANS.

AND QUANTITIES ARE COVERED IN THE

FOR INFORMATION ONLY, EXACT LOCATION

ALL POST MOUNTED SIGNS ARE SHOWN

1,5

YIELD

LEFT TURN

30" X 36"

ON FLASHING

YELLOW

ARROW

R10-27SP

R10-27SP6

2

PULLBOX, TP 3

STA 155+32.00, 58.00’ LT

PEDESTRIAN SIGNAL (P2)

TACTILE ARROW, SIGN AND AUDIBLE

PEDESTRIAN POLE WITH PUSH BUTTON WITH

INCLUDING LUMINAIRE ARM

WITH COMB. 35’/60’ MAST ARMS

INSTALL TP IV STRAIN POLE

PULLBOX, TP 3


WITH TACTILE ARROW, SIGN AND AUDIBLE

INSTALL PEDESTRIAN POLE WITH PUSH BUTTON

PULLBOX, TP 2




STA 155+70.00, 55.50’ RT

UTILTIY POLE

LUMINAIRE FROM EXISTING

INCLUDING LUMINAIRE ARM;

WITH COMB. 30’/60’ MAST ARMS

INSTALL TP IV STRAIN POLE



PULLBOX, TP 3

INSTALL TP 332 CABINET W/ 2070L CONTROLLER

GEORGIA POWER RED BOOK AND THE NEC GUIDELINES

AND 20 AMP CIRCUIT FOR LUMINAIRE FOLLOWING THE

MOUNTED TO POLE WITH 50 AMP CIRCUIT FOR CABINET

INSTALL ELECTRIC METER AND 70 AMP DISCONNECT

PULLBOX, TP 2





WITH TACTILE ARROW, SIGNS AND AUDIBLE



WITH TACTILE ARROW, SIGNS AND AUDIBLE


R9-3BP(R)(18X12)

R9-3 (18X18)

R9-3BP(L)(18X12)

R9-3 (18X18)

USE

CROSSWALK

USE

CROSSWALK

12"

12"

12"

12"

12"

12"

12"

/

12"

114"

114"X24"

1 EACH

9"

24"

6"

6"

D3-1 (#5)

87"6" 6"

Heatherwood Dr

6"

12"

12"

12"

123"

120"

90"

114"

D3-1 (#1)

132"X24"

2 EACH

D3-1 (#2)

114"X24"

1 EACH

Sallie Mood Dr

9"4.5"

24"

6"

4.5"

90"

114"

114"X24"

1 EACH

Sallie Mood Dr

9"4.5"

24"

6"

4.5"

114"

114"X24"

1 EACH

9"

24"

6"

6"

D3-1 (#4)D3-1 (#3)

87"6" 6"

Heatherwood Dr

Montgomery Cross Rd

6"

6"

6"


DRAWING No.

2/20/2014

USER:cthomas

GPLOT-V8

SCREEN_SG.tbl


TOTAL SHEETS

SIGNAL PLANS

18 48

11:57:27 AM

STATE

GA

10/17/2011 CONBDR

PROJECT NUMBER

27-003




CONSTRUCTION LIMITS


C F

REQUIRED R/W LINE


LIMIT OF ACCESS





CONSTRUCTION LIMITS


C F

REQUIRED R/W LINE


LIMIT OF ACCESS




3003035

CHATHAM COUNTY



(NOT TO SCALE)

H A B C

12"

18"

24"

30"

9" 1�"

1�"

1�"

3"

15"

18"

24"

36"

24"

18"

12"

MOUNTING DIMENSIONS

AND CLAMP OR EQUIVALENT

NOTE: USE ASTRO MINI SIGN BRAC

MAST ARMS STRUCTURES.

FOR MOUNTING TO

C

6"H A

B

CHANNEL 1

CHANNEL 2

CHANNEL 1

CHANNEL 2

SLOT

UPPER INPUT FILE

TYPE

C1 PIN

FUNCTION

FIELD TERM

C1 PIN

FUNCTION

FIELD TERM

LOWER INPUT FILE

1

56

TB2 1,2

56

TB2 3,4

55

TB3 1,2

55

TB3 3,4

2

39

TB2 5,6

43

TB2 7,8

40

TB3 5,6

44

TB3 7,8

3

63

TB2 9,10

76

TB2 11,12

64

TB3 9,10

77

TB3 11,12

4

47

TB4 1,2

47

TB4 3,4

48

TB5 1,2

48

TB5 3,4

5

58

TB4 5,6

58

TB4 7,8

57

TB5 5,6

57

TB5 7,8

6

41

TB4 9,10

45

TB4 11,12

42

TB5 9,10

46

TB5 11,12

7

65

TB6 1,2

78

TB6 3,4

66

TB7 1,2

79

TB7 3,4

8

49

TB6 5,6

49

TB6 7,8

50

TB7 5,6

50

TB7 7,8

9

60

TB6 9,10

62

TB6 11,12

59

TB7 9,10

61

TB7 11,12

10

TBA

TBA

11

TBA

80

53

TBA

54

75

12

DC

67

TB8 4,6

69

TB8 5,6

DC

71

TB9 4,6

73

TB9 5,6

13

DC

68

TB8 7,9

70

TB8 8,9

DC

72

TB9 7,9

74

TB9 8,9

14

DC

81

FLASH

N/C

82

STOP TIME

N/C

DC

51

TB9 10,12

52

TB9 11,12

TYPE

C1 PIN

FUNCTION

FIELD TERM

C1 PIN

FUNCTION

FIELD TERM

DET DET DETDETDET

DETDETDETDETDET

CARD

CARD

L2B

L6A

L6B

DETDET DET DET

DET DET DET DET

ADVANCE

ENABLE

2 CH 2 CH 2 CH

2 CH

ACTRA/SEPAC

ACTRA/SEPAC

DETECTOR

ASSIGNED

1

1

4

2

6

2

7

2

9

3

12

4

14

4

15

4

18

3

PED 4

l4

PED 8

l8

ACTRA/SEPAC ASSIGNED 5 6 6 6 7 8 8 8 7

ACTRA/SEPAC DETECTOR 19 22 24 25 29 32 34 35 38 PRE 5 PRE 6 PRE 2

PAY ITEMS

WITH WHITE REFLECTORIZED LEGENDS, BORDERS AND ARROWS.

5. SIGNS SHALL HAVE STANDARD REFLECTORIZED INTERSTATE GREEN BACKGROUND

4. EACH SIGN SHALL BE MADE OF ONE CONTINUOUS PIECE OF ALUMINUM.

3. EACH SIGN SHALL CONTAIN 1/2-IN BORDERS AND 1 1/2-IN RADII.

2. SIGN LEGEND SHALL BE 12-IN. UPPER CASE & 9-IN. LOWER CASE SERIES "D" LETTERS

1. EACH SIGN SHALL CONTAIN A MINIIMUM OF TWO (2) HANGERS OR BRACKETS.

GENERAL NOTES:

ACTRA/SEPAC

ACTRA/SEPAC DETECTOR

ASSIGNED

1

1 2

3 5

2

7

2

9

3

11

4

13

4

15

4

17

1

PED 2

l2

PED 6

l6

ACTRA/SEPAC

ACTRA/SEPAC ASSIGNED

DETECTOR 19

5

21

6

23

6

25

6

29

7

31

8

33

8

35

8

37

5

PRE 3 PRE 4 PRE 1

P8 PED

L2A

2 CH 2 CH

2 CH

DC ISO DC ISO

2 CH 2 CH

L8

2 CH

DC ISO

SF

647-1000 LUMPTRAFFIC SIGNAL INSTALLATION NO. 1 LUMP

615-1200 LF

682-6233 LFCONDUIT, NONMETAL, TP 3, 2 IN

687-1000 LUMP LUMPTRAFFIC SIGNAL TIMING NO. 1

65

639-3004 EA 1

700

636-1041

L4

L5

DIRECTIONAL BORE - 3 INCH

P6 PED

332A CABINET INPUT ASSIGNMENT

NOTE: QUANTITIES ARE FOR INFORMATIONAL PURPOSES ONLY

12"

DETAILS FOR OVERHEAD SIGNS

L1 P2 PED

LIST OF MATERIALSLIST OF MATERIALS

PULL BOX, PB-2

UNIT

REEL

EA

EA

EA

EA

LF

QUANTITY

1

8

6

8

1

10

REEL 2

EA

EA 6

LF

EA 3

EA 5

EA 8

EA

EA 9

EA

EA 1

1

CONTROLLER CABINET ASSEMBLIES

A. CONTROLLER UNIT, MODEL 2070L

D. DC ISOLATOR

F. 2010 CONFLICT MONITOR, EXTENDED FEATURES

EA 3

1

PULL BOX, PB-3 EA 4

EA 6E. LOOP DETECTOR, 2 CHANNEL

2LOOP DETECTOR WIRE (14 AWG, STRANDED/1000 FT) REEL

EA 1

LFLOOP SAW CUT

160

HARDWARE FOR PEDESTAL POLE, TOP POST MOUNTING, ONE-WAY BRACKET ASSEMBLY

HARDWARE FOR PEDESTAL POLE, TOP POST MOUNTING, TWO-WAY BRACKET ASSEMBLY

630

C. SWITCH PACK (LOAD SWITCH)

LOOP/PED LEAD-IN WIRE (SHIELDED, TWISTED/1000 FT); 3 PAIR, 18 AWG

SIGNAL CABLE (14 AWG); 7 CONDUCTOR, PER 1000 FT.

9" x 15", R10-3E, (L)EFT OR (R)IGHT, COUNTDOWN

BACK PLATE FOR ONE-WAY, 3-SECTION, 12" SIGNAL HEAD, ABS PLASTIC, BLACK

HARDWARE FOR MAST ARM MOUNTING

HARDWARE FOR SIDE-OF-POLE MOUNTING, ONE-WAY BRACKET ASSEMBLY; CONCRETE, TIMBER, STEEL POLE

PEDESTAL POLE & SQUARE BASE

CONDUIT, 1"

CONDUIT, 2 "

B. CABINET ASSEMBLY, MODEL 332

EA 2

70

MISCELLANEOUS MATERIALS NEEDED TO COMPLETE INSTALLATION LUMP LUMP

R10-12, LEFT TURN YIELD ON GREEN SIGN EA 2

LFDIRECTIONAL BORE - 6 INCH615-1200 185

139

639-3004 EA 1

24"

6"

4.5"4.5"

6"6"

STEEL STRAIN POLE, TP IV, WITH COMB. 35’/60’ MAST ARMS INCL LUMINAIRE ARM

STEEL STRAIN POLE, TP IV, WITH COMB. 30’/60’ MAST ARMS INCL LUMINAIRE ARM

HIGHWAY SIGNS, TP 2 MATL - REFL SHEETING, TP 9

FULL HAND/MAN OVERLAP 9" HIGH, NUMBERS & 12" SYMBOLS

3-SECTION, 12" SIGNAL HEAD w/(5mm) LED - "PIXELATED LOOK" - ALUMINUM SIGNAL HEAD WITH BLACK

FACE AND YELLOW BACK AS PER CITY OF SAVANNAH REQUIREMENTS

EA 1

EA 1

METER AND 70 AMP DISCONNECT

EA 1

50 AMP SINGLE POLE BREAKER

20 AMP SINGLE POLE BREAKER

610-6610

611-5500

EA 1

EA

REMOVE LUMINAIRE

RESET LUMINAIRE 1

4-SECTION, 12" SIGNAL HEAD w/(5mm) LED - "PIXELATED LOOK" - ALUMINUM SIGNAL HEAD WITH BLACK

FACE AND YELLOW BACK AS PER CITY OF SAVANNAH REQUIREMENTS

BACK PLATE FOR ONE-WAY, 4-SECTION, 12" SIGNAL HEAD, ABS PLASTIC, BLACK EA 2

EA 2R10-27SP, LEFT TURN YIELD ON FLASHING YELLOW ARROW

1-SECTION, 16" x 18" LED - AUDIBLE "INCANDESCENT LOOK" COUNTDOWN PEDESTRIAN SIGNAL HEAD,

ACCESSIBLE PEDESTRIAN PUSHBUTTONS STATIONS, W/BUTTONS WITH TACTILE ARROWS AND SIGNS:

6"

2pm, tuesday, march 18, 2014 - chatham county · g o m e r y c r o s s r o a d s a l l i e m o o d...

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