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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
USER:cthomas
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N:\3003035\Proj\DGN\3003035_01_001.dgn
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 =
MONTGOMERY CROSS ROAD
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
MONTGOMERY CROSS ROAD
SA
LLIE
MO
OD
DRIV
E
DRIV
E
HE
ATHER
WO
OD
R/WEXIST.
EXIST. R/W
EXIST. R/W
MONTGOMERY CROSS ROAD
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
42 52-002 EC-L4 EROSION CONTROL LEGEND AND UNIFORM CODE SHEET (SHEET 4 OF 6) 1-13
43 52-003 EC-L5 EROSION CONTROL LEGEND AND UNIFORM CODE SHEET (SHEET 5 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
DRAWING No.
2/20/2014
USER:cthomas
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N:\3003035\Proj\DGN\3003035_02.dgn SHEET NO.
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
REVISION DATES2/20/14
DRAWING No.
2/20/2014
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N:\3003035\Proj\DGN\3003035_06.dgn SHEET NO.
TOTAL SHEETS
SUMMARY QUANTITIES
5 48
11:57:06 AM
STATE
GA
10/17/2011 CONBDR
PROJECT NUMBER
06-002
www.mcgeepartners.com
McGee Partners, Inc.
3003035
CHATHAM COUNTY
MONTGOMERY CROSS RD AT SALLIE MOOD DR
SIGNAL AND PEDESTRIAN IMPROVEMENTS
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
MONTGOMERY CROSS RD AT SALLIE MOOD DR
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
MONTGOMERY CROSS RD AT SALLIE MOOD DR
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
REVISION DATES2/20/14
DRAWING No.
2/20/2014
USER:cthomas
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N:\3003035\Proj\DGN\3003035_07.dgn SHEET NO.
TOTAL SHEETS
QUANTITIES
(AMENDMENT)
8A 48
11:57:08 AM
STATE
GA
10/17/2011 CONBDR
PROJECT NUMBER
07-001
www.mcgeepartners.com
McGee Partners, Inc.
3003035
CHATHAM COUNTY
MONTGOMERY CROSS RD AT SALLIE MOOD DR
SIGNAL AND PEDESTRIAN IMPROVEMENTS
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
STEEL STRAIN POLE, TP IV, INCL COMB 35FT/55FT MAST ARMS AND LUMINAIRE ARM 1 639-3004 EA 1 0
STEEL STRAIN POLE, TP IV, INCL COMB 35FT/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
REVISION DATES2/20/14
DRAWING No.
2/20/2014
USER:cthomas
GPLOT-V8
SCREEN_SG.tbl
N:\3003035\Proj\DGN\3003035_27-001.dgn SHEET NO.
TOTAL SHEETS
SIGNAL PLANS
16 48
11:57:10 AM
STATE
GA
10/17/2011 CONBDR
PROJECT NUMBER
27-001
www.mcgeepartners.com
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
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 ACCESS
3003035
CHATHAM COUNTY
MONTGOMERY CROSS RD AT SALLIE MOOD DR
SIGNAL AND PEDESTRIAN IMPROVEMENTS
30 120
SCALE IN FEET
0 60
REVISION DATES2/20/14
DRAWING No.
2/20/2014
USER:cthomas
GPLOT-V8
SCREEN_SG.tbl
N:\3003035\Proj\DGN\3003035_27-002.dgn SHEET NO.
TOTAL SHEETS
SIGNAL PLANS
17 48
11:57:23 AM
STATE
GA
10/17/2011 CONBDR
PROJECT NUMBER
27-002
www.mcgeepartners.com
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
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 ACCESS
3003035
CHATHAM COUNTY
MONTGOMERY CROSS RD AT SALLIE MOOD DR
SIGNAL AND PEDESTRIAN IMPROVEMENTS
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
CONDUIT, TP 3, 2", 3 EA
INSTALL 6" DIRECTIONAL BORE (50 LF)
CONDUIT, TP 3, 2", 1 EA
INSTALL 3" DIRECTIONAL BORE (25 LF)
CONDUIT, TP 3, 2", 3 EA
INSTALL 6" DIRECTIONAL BORE (45 LF)
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
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
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
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
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
TIMERTO FINISH CROSSING
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
TIMERTO FINISH CROSSING
TIME REMAINING08
TO CROSS
PUSH BUTTON
START CROSSING
DON’T START
FINISH CROSSING
IF STARTEDFLASHING
STEADY
VEHICLES
WATCH FOR
DON’T CROSS
TIMERTO FINISH CROSSING
TIME REMAINING08
TO CROSS
PUSH BUTTON
START CROSSING
DON’T START
FINISH CROSSING
IF STARTEDFLASHING
STEADY
VEHICLES
WATCH FOR
DON’T CROSS
TIMERTO FINISH CROSSING
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
TIMERTO FINISH CROSSING
TIME REMAINING08
TO CROSS
PUSH BUTTON
START CROSSING
DON’T START
FINISH CROSSING
IF STARTEDFLASHING
STEADY
VEHICLES
WATCH FOR
DON’T CROSS
TIMERTO FINISH CROSSING
TIME REMAINING08
TO CROSS
PUSH BUTTON
START CROSSING
DON’T START
FINISH CROSSING
IF STARTEDFLASHING
STEADY
DON’T CROSS
TIMERTO FINISH CROSSING
TIME REMAINING08
TO CROSS
PUSH BUTTON
DON’T START
FINISH CROSSING
IF STARTEDFLASHING
STEADY
R10-12
L8
L4
MONTGOMERY CROSS ROAD
MONTGOMERY CROSS ROAD
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
PEDESTRIAN SIGNAL (P2)
WITH TACTILE ARROW, SIGN AND AUDIBLE
INSTALL PEDESTRIAN POLE WITH PUSH BUTTON
PULLBOX, TP 2
PEDESTRIAN SIGNAL (P8)
WITH TACTILE ARROW, SIGN AND AUDIBLE
INSTALL PEDESTRIAN POLE WITH PUSH BUTTON
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
CONDUIT, TP 3, 2", 3 EA
INSTALL 6" DIRECTIONAL BORE (90 LF)
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
PEDESTRIAN SIGNAL (P6)
WITH TACTILE ARROW, SIGN AND AUDIBLE
INSTALL PEDESTRIAN POLE WITH PUSH BUTTON
PEDESTRIAN SIGNAL (P8)
WITH TACTILE ARROW, SIGNS AND AUDIBLE
INSTALL PEDESTRIAN POLE WITH PUSH BUTTON
PEDESTRIAN SIGNAL (P6)
WITH TACTILE ARROW, SIGNS AND AUDIBLE
INSTALL PEDESTRIAN POLE WITH PUSH BUTTON
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"
REVISION DATES2/20/14
DRAWING No.
2/20/2014
USER:cthomas
GPLOT-V8
SCREEN_SG.tbl
N:\3003035\Proj\DGN\3003035_27-003.dgn SHEET NO.
TOTAL SHEETS
SIGNAL PLANS
18 48
11:57:27 AM
STATE
GA
10/17/2011 CONBDR
PROJECT NUMBER
27-003
www.mcgeepartners.com
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
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 ACCESS
3003035
CHATHAM COUNTY
MONTGOMERY CROSS RD AT SALLIE MOOD DR
SIGNAL AND PEDESTRIAN IMPROVEMENTS
(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"