Purchasing and Contracting Department, Maloof Administration Building ▪ 1300 Commerce Drive, 2nd Floor ▪ Decatur, Georgia 30030 ▪ 404-371-7051 Office ▪ 404-371-7006 Fax
Website: www.dekalbcountyga.gov
March 11, 2019
TO: All Bidders under ITB No. 19-101072, ROAD WIDENING, SIDEWALKS, BIKE LANES (ROCKBRIDGE ROAD - ALLGOOD TO ROWLAND ROAD)
FROM: Department of Purchasing and Contracting, DeKalb County, Georgia
ADDENDUM NO. # 1
Invitation to Bid (ITB) No.: 19-101072, ROAD WIDENING, SIDEWALKS, BIKE LANES (ROCKBRIDGE ROAD - ALLGOOD TO ROWLAND ROAD), is hereby amended as follows:
1. We have received questions pertaining to this Invitation to Bid. The questions and theirresulting answers appear below:
A. Question: Who pays for the testing of concrete or general testing? Is it the County or theContractor?
Answer:. The County will be responsible for the testing of the concrete and asphalt during the project. Please note that NPDES monitoring and testing is the responsibility of the Contractor.
B. Question: Any geotechnical exploration or do you have any information on the presence ofrock within the project limit?
Answer:. No geotechnical exploration/reports were performed during the preconstruction phase of this project.
C. Question: Would you require clearing of all trees within the construction easements?
Answer:. The contractor is not required to clear all of the trees within the temporary easements.
D. Question: Does the DBE requirement for 0008121 need to include the W&S items? .
Answer: Yes, the DBE requirement includes the water and sewer items.
Purchasing and Contracting Department, Maloof Administration Building ▪ 1300 Commerce Drive, 2nd Floor ▪ Decatur, Georgia 30030 ▪ 404-371-7051 Office ▪ 404-371-7006 Fax
Website: www.dekalbcountyga.gov
E. Question: Since the completion date for this project is more than 366 calendar days, willDeKalb County include the GDOT Special Provision Specification 109 for the Liquid IndexPrice Adjustment?
Answer: The Asphalt Indexing does not apply to this project.
F. Question: What is the budget for this project?
Answer: Cost estimates are not made available for projects funded through the Georgia Department of Transportation.
G. Question: We have been unable to find on the plans where it is shown which water lines are tobe filled with flowable fill. Can the plans be revised to call out which water lines are to befilled with flowable fill?
Answer: The plans will not be revised. The existing 6” and 8” line from sta 102+33 to sta 117+25 will need to be abandoned and grout filled. Additionally, any lines off the lines noted above shall be grout filled to the plug/cap connections as shown on the drawings.
H. Question: There are several bid items that are associated with one PI and not the other. Due toPI# 0008121 and PI# 0012789 both having a 14% DBE goal, can the following bid items beadded to both PI’s in order for the Contractor to spread the money across both PI’s?
a. Grassing items, erosion control items, and traffic control
Answer: No, the DBE goals need to be based on the items for each PI number
(0008121 and 0012789).
I. Question: Will the basis of award for this project be low bidder for the Grand Total Bid?(Grand Total Bid = Total Bid PI 008121 + Total Bid PI 0012789 + Total Bid Water & Sewer)
Answer: Add the following to Bid Document Page 13 Under Award of Contract: The low bid will be determined based on the sum of the grand total bid for PI0008121, PI0012789 and Water & Sewer items.
J. Question: It appears the water & sewer bid items are included with PI# 0008121. Does theDBE goal of 14% for PI# 0008121 include the water & sewer items?
Answer: See response to question “D”.
Purchasing and Contracting Department, Maloof Administration Building ▪ 1300 Commerce Drive, 2nd Floor ▪ Decatur, Georgia 30030 ▪ 404-371-7051 Office ▪ 404-371-7006 Fax
Website: www.dekalbcountyga.gov
K. Question: Will the GDOT Asphalt Index apply to this project due to the completion datebeing greater than 1 year?
Answer: See response to question “E”.
L. Question: According to one of our water subs there was a new water main installed recentlyfrom Memorial Drive to N. Deshon. That project skipped over Pine Lake because of thisRockbridge Road project. There are new stub outs on each end of this project that are notreflected on the plans. Should connections to this new water main be incorporated into thisproject?
Answer: Yes. DeKalb County has recently installed a new 8”waterline on each end of the project. Please refer to the as-builts attached to this addendum. The plugs on the end of the 8” line at each end of the project reflect the approximate location of where the new tie-in is located.
M. Question: Page 22 of the bid documents states “If the Bidder’s Unit Price exceeds one page inlength it should be completed in an excel format, typewritten, printed out and attachedhereto. Handwritten Unit Prices exceeding one page in length may not be accepted and mayresult in the proposed Bid being deemed non-responsive.” Please clarify what this statementmeans. Can the bidder print out the bid form and handwrite the unit prices in the spacesprovided? If the County wants an excel bid form filled out please provide one to the bidders.
Answer: Please provide either typewritten or written legibly, printed out and inserted in a separate sealed envelope.
N. Question: There are 3 Business Signs located on parcels 6 & 7 that will need to be removed.Will these signs be removed prior to construction? If not, what responsibility does theContractor have for relocating these signs?
Answer: No signs are being removed on parcel 7. The signs on parcel 6 shall be removed as a part of the construction contract.
O. Question: There will be existing parking lot pavement removed inside the easements shownon parcels 6 & 7. How will the County pay for the replacement of this pavement once impactedby construction?
Answer: Quantities have been provided for the replacement of the parking lot as shown on the plans. Repair work (if applicable) on this parking lot for parcel 6 and 7 will paid for by the unit costs established under the contract and must be approved by the engineer to be considered for payment.
Purchasing and Contracting Department, Maloof Administration Building ▪ 1300 Commerce Drive, 2nd Floor ▪ Decatur, Georgia 30030 ▪ 404-371-7051 Office ▪ 404-371-7006 Fax
Website: www.dekalbcountyga.gov
P. Question: There is an existing light pole located at approximate sta. 110+75 RT that will needto be removed. Will this light pole be removed prior to construction? If not, what responsibilitydoes the Contractor have for relocating this light pole?
Answer: This light pole will be relocated by Georgia Power as a part of their utility relocations. Georgia Power intends to replace the lighting along the corridor as a part of their relocation plan.
Q. Question: Where does the Type 2 pull box go on this project? It is listed on the LOM on page27-0002, but I do not see it on the plans.
Answer: Type 2 pull box is not required for this signal. A revised sheet 27-0002 updating the list of materials is attached to this addendum.
R. Question: Since there is one schedule of values for each PI (Two in total), how would like thecounty to split the lump sum items such as traffic control and grading complete since they arerepeated in both?
Answer: Grading complete is the only lump sum quantity on both PI numbers. Please base your grading complete lump sum costs on the roadway items associated with the PI number that it is under. Please refer to the typical sections for the extent of work associated with each PI number.
S. Question: If we are a Prime DBE/LSBE do we need to have include a subcontractor DBEparticipation to meet the 14% requirements?
Answer: No, additional DBE participation is not required, however, you must include your information on the DBE goal sheet if the Prime is going to meet the DBE requirement.
2. It is the responsibility of each bidder to ensure that he/she is aware of all addenda issuedunder this RFP. Please sign and return this addendum. You may call Jennifer Schofield,Procurement Agent, 404.687.4042; before the Proposals are due to confirm the number ofaddenda issued.
3. All other conditions remain in full force and effect.
__________________________________ Jennifer Schofield Procurement Agent Department of Purchasing and Contracting
Purchasing and Contracting Department, Maloof Administration Building ▪ 1300 Commerce Drive, 2nd Floor ▪ Decatur, Georgia 30030 ▪ 404-371-7051 Office ▪ 404-371-7006 Fax
Website: www.dekalbcountyga.gov
ACKNOWLEDGMENT
Date: ______________________________
The above Addendum #1 is hereby acknowledged:
______________________________________________________________________________ (NAME OF BIDDER)
________________________________________ ___________________________________ (Signature) (Title)
jjs/DR
RFP No. 19-101072, ROAD WIDENING, SIDEWALKS, BIKE LANES (ROCKBRIDGE ROAD - ALLGOOD TO
ROWLAND ROAD)
MILES
REVISIONS
NET LENGTH OF EXCEPTIONS
GROSS LENGTH OF PROJECT
NET LENGTH OF ROADWAY
NET LENGTH OF BRIDGES
NET LENGTH OF PROJECT
LENGTH OF PROJECT
01-0001
FEDERAL ROUTE # N/A
PLAN AND PROFILE OF PROPOSED
DEKALB COUNTY
STATE ROUTE # N/A
UNDER THE SUPERVISION OF:
PLANS PREPARED BY:
JENNY C. JENKINS, P. E.
THE DEPARTMENT OF TRANSPORTATION.
STATE HIGHWAY DEPARTMENT OF GEORGIA, AND SHALL BE DEEMED TO MEAN
DEPARTMENT ", OR " DEPARTMENT " WHEN THE CONTEXT THEREOF MEANS THE
HIGHWAY DEPARTMENT ", GEORGIA STATE HIGHWAY DEPARTMENT ", " HIGHWAY
WITH THIS DOCUMENT, TO " STATE HIGHWAY DEPARTMENT OF GEORGIA ", "STATE
DOCUMENTS, DRAWINGS, OR PHOTOGRAPHS USED, OR TO BE USED IN CONNECTION
ALL REFERENCES IN THIS DOCUMENT, WHICH INCLUDES ALL PAPERS, WRITINGS,
NOTE :
DIRECTED TO SUBSECTIONS 102.04, 102.05, AND 104.03 OF THE SPECIFICATIONS.
OF TRANSPORTATION IN ANY WAY. THE ATTENTION OF BIDDER IS SPECIFICALLY
INFORMATION ONLY, ARE NOT GUARANTEED, AND DO NOT BIND THE DEPARTMENT
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
PL
P L
P L
P L
P L P L P L P L
P L
P L
P L
PL
PL
PL
PL
P L
P L
P L
P L
P L
P L
PL
PL
PL
PL
PL PL
PL
PL
PL
DISTRICT NO. 4 .
COUNTY AND IS 100% IN CONGRESSIONAL
THIS PROJECT IS 100% IN DEKALB
P. I. NO. 0008121/0012789
P L
EXISTING R/W
EXISTING R/WEXISTINGR/W
PL PL PL PL PLEXISTING
R/W
SPEED DESIGN: 35 MPH
No. 089
DeKALB COUNTY
0.325
0.000
0.325
0.000
0.325
OF 1988 (NAVD 88).
THE NORTH AMERICAN VERTICAL DATUM
OF 1985 WEST ZONE (NAD 83/94) AND
USING THE GEORGIA COORDINATE SYSTEM
THIS DOCUMENT HAS BEEN PREPARED
E 2284597.9354
N 1377305.0798
STA 110+07.50
PROJECT MIDPOINT
DESIGN DATA: ROCKBRIDGE ROAD
TRAFFIC A.D.T.: 23,000 (2038)
TRAFFIC D.H.V.: 750
DIRECTIONAL DIST: 66%
TRAFFIC A.D.T.: 18,920 (2018)
24 HR.TRUCKS %: 7.3%
% TRUCKS: 8.6%
DEKALB COUNTY PUBLIC WORKS
CSTEE-0008-00(121)
FROM ALLGOOD ROAD TO ROWLAND ROAD
CS 796/ROCKBRIDGE ROAD
N.T.S.
LOCATION SKETCH
P. I. NO. 0008121/0012789
PROJECT DESIGNATION: EXEMPT
FUNCTIONAL CLASS: URBAN MINOR ARTERIAL
APPROVAL DATE: 3/29/16
LOCATION & DESIGN
PLANS COMPLETED 11/16/18
03/07/19 : 01-0001, 03-0001, 27-0002
3/7/2019
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\\vhb\proj\Buford\63023.00 DeKalb_Rockbridge\cad\te\DGN\0008121_01-0001.dgn
GRWCOV
CONCOV
01/26/2015
DRAWING No.
200 400
SCALE IN FEET
0 100
DAOR E
GDIRBKCOR
87 SU
PARK
STONE MTN
58
2
ET
AT
SR
ET
NI
EVIRD LAIROMEM
100
+00
105
+00
110
+00
115
+00
120
+00
40
LL
15
LL
16
LL
ROCKBRIDGE ROAD
RO
WL
AN
D
RO
AD
AL
LG
OO
D
RO
AD
PIN
E
LA
KE
CIT
Y
LIMIT
CIT
Y
LIMIT
PIN
E
LA
KE
CIT
Y
LIMIT
PIN
E
LA
KE
CIT
Y
LIMIT
PIN
E
LA
KE
CITY LIMITPINE LAKE
SP
RI
NG
DRI
VE
CL
UB
HO
US
E
DRI
VE
PO
PL
AR
RO
AD
41
LL
PINE LAKE CITY LIMITROCKBRIDGE ROAD
PROJECT
P.I. No.
15
LL
16
LL
41
LL
40
LL
STA 21+00.00
ALLGOOD ROAD
STA 102+29.76 =
ROCKBRIDGE ROAD
CENTERLINE INTERSECTION
STA 40+00.00
CLUBHOUSE DRIVE
STA 109+62.27 =
ROCKBRIDGE ROAD
CENTERLINE INTERSECTION
STA 51+50.00
ROWLAND ROAD
STA 117+69.85 =
ROCKBRIDGE ROAD
CENTERLINE INTERSECTION
STA 30+00.00
SPRING DRIVE
STA 104+81.61 =
ROCKBRIDGE ROAD
CENTERLINE INTERSECTION
REQ'D R/W
R/W
REQ'D
41
LL
41
LL
15
LL
15
LL
LAND LOT LINE
LA
ND
LO
T
LIN
E
0008121/0012789
CIT
Y
LIMIT
PIN
E
LA
KE
R/W
REQ'D
STA 110+07.50
PROJECT MIDPOINT
E 2283770.2182
N 1377522.8451
STA 101+50.00
ROCKBRIDGE ROAD
0008121/0012789
BEGIN PROJECT
E 2285455.3244
N 1377317.0638
STA 118+65.00
ROCKBRIDGE ROAD
0008121/0012789
END PROJECT
REVISION
REVISION SUMMARY
03-0001
DRAWING NO.DATE DATE DRAWING NO. REVISION
REVISION DATES
3/7/2019
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6:53:13 PM
CONBDR
DRAWING No.CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:
P.I. No.
8/28/2015
ROCKBRIDGE ROAD
FROM ALLGOOD ROAD TO ROWLAND ROAD
0008121/0012789
UPDATE REVISION LIST01-000103/07/19
UPDATE REVISION LIST03-000103/07/19
REMOVE TYPE 2 PULL BOX SHOWN IN LIST OF MATERIALS27-000203/07/19
03/07/19
SPRIN
G D
R
ALLGOOD R
D
ALLGOOD C
IR
OAK H
ILL C
IR
OAK H
ILL C
IR
ALLGOOD C
IR
ROCKBRIDGE ROAD
NO WORK DONE FROM STA 70+50 TO 87+00
POPLAR R
D
SPRIN
G D
R
CLUB H
OUSE D
R
ROW
LAND R
D
ROCKBRIDGE ROAD
4 OF 6SHEET NO.
PR
OJE
CT
:C
LIE
NT
:
CHECKED BY: WCT
DRAWN BY: DGK
DATE: 1/8/2019
PROJ. NO.: 2017-1358-004
SHEET TITLE
SCALE: 1"=50'
Cor
pora
te E
nvir
onm
enta
l Ris
k M
anag
emen
t19
90 L
akes
ide
Park
way
♦ S
uite
300
♦ T
ucke
r GA
300
84O
: 678
.999
.017
3 ♦
F: 6
78.9
99.0
186
ww
w.c
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.com
RE
EV
ES
+
Y
OU
NG
CO
NT
AC
T: JE
SS
IC
A F
OW
LE
R
GR
ID
N
OR
TH
(G
A W
ES
T Z
ON
E)
NOTE: ALL NEW WATERLINE, HYDRANTS AND VALVES ARE LOCATED WITHIN THE RIGHT OF WAY OF ROCKBRIDGE ROAD.
AS-BUILT
SURVEY
RO
CK
BR
ID
GE
R
OA
D
SO
UT
H IN
DIA
N C
RE
EK
R
OA
D T
O
SO
UT
H H
AIR
ST
ON
R
OA
D
AC
W
AT
ER
M
AIN
R
EP
LA
CE
ME
NT
P
RO
JE
CT
D
EK
AL
B C
OU
NT
Y, G
EO
RG
IA
GR
ID
N
OR
TH
(G
A W
ES
T Z
ON
E)
YIELD
ALLGOOD
ELEMENTARY
SCHOOL
A
B
B
A
G
TC
EOI
EOI
EOI
EOI
EOI
EOI
EOI
EOI
M
EXISTING R/WEXISTING R/W
PL
PL
PL
PL
PL
PL
PL
EXI
STI
NG
R/
W
EXISTING
R/W
EX.
R/
W
EX.
R/
W
SIGNAL PLANS
27-0002
SIGN
SIGN
NAMESTREET
SIG
N
NO TRUCKS
WAYONE
TRUCKSNO
REDONTURNRIGHT
ASPHALT
ASPHALT
ASPHALT
TRUCKSNONAME/
STREET
AT&T DUCT BANK
8"CIP(1942) 16"DIP(1963)
4" PLASTIC4" PLASTIC
ABANDONED CATV
4" P
LA
STIC
12"
DIP(1975)
6"
AC(1954)
8"CIP(1942)
2" P
LA
STIC
AB
AN
DO
NE
D
GA
S
LIN
E
COMM. LINE
ABANDONED
CATV
ABANDONED
POLE
STEEL
TH 4TH 6
TH 5
TH 7
TH 8
TH 9A
TH 9
963'WW
AT&T OHGBKTA-900
AT&T OHG
AFTW-600
BKMA-600
BKTA-900
BK
MA-
600
APPROXIMATE
LAND LOT L
INE
L.L.L.APPROX.
LL 15
LL 41
LL 15
LL 41
FELIX OMEL
N/F
FELIX OMELN/F
BAPTIST CHURCH, INC.
PINE LAKE
N/F
REQ'D R/W
REQ'D R/W
RE
Q'
D
R/
W
HOGAN ESTATE, LLC
N/F
ESTATE, LLC
HOGAN
N/F
ESTATE, LLC
HOGAN
N/F
ESTATE, LLCHOGANN/F
103
+00
10
4+00
105
+00
P.
C. 103
+72.30
P.
R.
C. 105
+18.48
P.
T.
10
6+72.52
20+0
0
30+00
31+00
NOTE "A"
40.61' RT
STA 104+45.75,
EX. LIGHT POLE
DO NOT DISTURB
NOTE "A":
NOTE "B"
REMAIN
POLE TO
STRAIN
EXISTING
REMAIN
POLE TO
STRAIN
EXISTING
EXISTING SIGN
DO NOT DISTURB
34.00' RT
105+22.00,
STRAIN POLE
PROPOSED
ROCKBRIDGE ROAD
SP
RI
NG
DRI
VE
AL
LG
OO
D
RO
AD
P4
STA 30+00.00
SPRING DRIVE
STA 104+81.61 =
ROCKBRIDGE ROAD
CENTERLINE INTERSECTION
WIRE CABLE ARE INSTALLED.
UNTIL NEW STRAIN POLE AND SPAN
NOT REMOVE EXISTING STRAIN POLE
TO EXISTING SPAN WIRE BOX; DO
ATTACH NEW SPAN WIRE CABLE
STA 105+22.00, 34.00' RT
PULLBOX, TP 3
SIGN, AND PEDESTRIAN SIGNAL (P4)
PEDESTRIAN PUSH BUTTON,
SPAN WIRE CABLE,
INSTALL STRAIN POLE WITH
30 120
SCALE IN FEET
0 60
647-1000 LUMPTRAFFIC SIGNAL INSTALLATION NO. 1 LUMP
639-4004 EA 1
NOTE: QUANTITIES ARE FOR INFORMATIONAL PURPOSES ONLY
UNIT
REEL
EA
LF
QUANTITY
REEL
EA
LF
EA
EA
PULL BOX, PB-3 EA
HARDWARE FOR PEDESTAL POLE, TOP POST MOUNTING, ONE-WAY BRACKET ASSEMBLY
LOOP/PED LEAD-IN WIRE (SHIELDED, TWISTED/1000 FT); 3 PAIR, 18 AWG
SIGNAL CABLE (14 AWG); 7 CONDUCTOR, PER 1000 FT.
PEDESTRIAN PUSHBUTTONS STATIONS, W/BUTTONS AND SIGNS:
9" x 15", R10-3E, (L)EFT OR (R)IGHT, COUNTDOWN
PEDESTAL POLE & SQUARE BASE
MISCELLANEOUS MATERIALS NEEDED TO COMPLETE INSTALLATION LUMP LUMP
FULL HAND/MAN OVERLAP 9" HIGH, NUMBERS & 12" SYMBOLS
1-SECTION, 16" x 18" LED - "INCANDESCENT LOOK" COUNTDOWN PEDESTRIAN SIGNAL HEAD,
NOTE: THE LIST OF MATERIALS IS A GUIDE, NOT AN ALL-INCLUSIVE LIST
CONDUIT, NONMETAL, TP 2, 1"
CONDUIT, NONMETAL, TP 2, 2"
MATERIALS
STRAIN POLE, TP IV
18"
R10-3E(L)
9" X 15"
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
1
1
1
1
1
1
1
15
PEDESTRIAN SIGN
PAY ITEMS
LIST OF MATERIALS
P4
10
LED COUNTDOWN PED HEAD
REVISION DATES
3/7/2019
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6:56:35 PM
CONBDR
DRAWING No.CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:
P.I. No.
8/28/2015
ROCKBRIDGE ROAD
FROM ALLGOOD ROAD TO ROWLAND ROAD
0008121/0012789
ORANGE BARRIER FENCE
LIMIT OF ACCESS
BEGIN LIMIT OF ACCESS............BLA
END LIMIT OF ACCESS..............ELA
REQ'D R/W & LIMIT OF ACCESS
(SEE ERIT TABLE)
ESA - ENV. SENSITIVE AREA
EASEMENT FOR CONSTR
EASEMENT FOR CONSTR OF SLOPES
EASEMENT FOR CONSTR OF DRIVES
CONSTRUCTION LIMITS
& MAINTENANCE OF SLOPES
C F
REQUIRED R/W LINE
PROPERTY AND EXISTING R/W LINE PL
639-2002 15LFSTEEL WIRE STRAND CABLE,… IN
03/07/19