Addendum #2 Beacon Project

City of Peachtree City 151 Willowbend Road Peachtree City, GA 30269 Phone: 770-631-2515 Fax: 770-631-2507 PeachtreeCityGA.gov Purchasing Department

CITY OF PEACHTREE CITY

PEDESTRIAN BYBRID BEACON AT N. PEACHTREE PKWY &

KEDRON BOAT RAMP

23-105BPW

ADDENDUM #2

1. CLARIFICATION: Plans have been revised to remove retaining wall. Please see attached revised plan.

2. CLARIFICATION: Due to the length of time for mast arm approval, production and delivery, the time frame for substantial completion will be 6 months from the Notice to Proceed.

3. CLARIFICATION: City Engineer will work with Power Company to establish permanent power to the site. Contractor will be responsible for providing a metal rack constructed of 2” square perforated metal tubing to mount meter can and separate disconnects for both pedestrian signal equipment and street lights (luminaires). There shall also be separate conduit in the mast arms to separate wiring to luminaires and to signal heads.

4. CLARIFICATION: See Section 01 45 29 for testing required by contractor.

Payment for testing is included as a Cash Allowance.

5. CLARIFICATION: Striping removal – how? Contractor shall use sandblasting for the eradication of existing striping.

6. QUESTION: Is a message board required? CITY’S RESPONSE: Traffic control plan meeting MUTCD requirement to be submitted to City. Contractor to supply two (2) Message boards to notify signal activation for seven (7) days prior to signal activation.

14 February 2023

Revised Plans

DRAWING NUMBER:

01-001

DATE: PROJECT #:

Rev. Apr.DateDescription

OF TRANSPORTATION IN ANY WAY. THE ATTENTION OF THE BIDDER IS SPECIFICALLY DIRECTED SUBSECTIONS 102.04, 102.05, ACTUAL CONDITIONS. HOWEVER, THE SAME ARE SHOWN AS INFORMATION ONLY, ARE NOT GUARANTEED, AND DO NOT BIND THE DEPARTMENT DRAWINGS OR NOTES, OR IN ANY OTHER MANNER, ARE BASED UPON FIELD INVESTIGATIONS AND ARE BELIEVED TO BE INDICATIVE OF THE DATA, TOGETHER WITH ALL OTHER INFORMATION SHOWN ON THESE PLANS, OR IN ANY WAY INDICATED THEREBY, WHETHER BY

MEANS THE STATE HIGHWAY DEPARTMENT OF GEORGIA MEAN, AND SHALL BE DEEMED TO MEAN THE DEPARTMENT OF TRANSPORTATION.

DEPARTMENT", "GEORGIA STATE HIGHWAY DEPARTMENT", "HIGHWAY DEPARTMENT", OR "DEPARTMENT" WHEN THE CONTEXT THEREOF OR TO BE USED IN CONNECTION WITH THIS DOCUMENT, TO "STATE HIGHWAY DEPARTMENT OF GEORGIA", "STATE HIGHWAY ALL REFERENCES IN THIS DOCUMENT, WHICH INCLUDES ALL PAPERS, WRITINGS, DOCUMENTS DRAWINGS, OF PHOTOGRAPHS USED, TOTAL SHEETSSHEET NO.PROJECT NUMBERCOUNTY

VICINITY MAP

CONSTRUCTION PLANS

SCALE 1" = 20'

NTS

PEACHTREE PKWY. CROSSING

LENGTH OF PROJECT

8 --- --- --- 9 --- --- --- 10 --- --- --- 11 --- --- --- 12 --- --- ---

HORIZONTAL DATUM: NAD 83 (STATE PLANE GA W)

VERTICAL DATUM: NAVD 88

PROJECT LOCATION MAP:

FOR

N. PEACHTREE PKWY.

PEACHTREE CITY

DEPARTMENT OF ENGINEERING

CONCEPT ISSUED FOR REVIEW 7/21/21 DWB

REVISED PER CITY COMMENTS 01/25/23

ISSUED FOR CONSTRUCTION 10/20/21 ---

10/15/21 1014.2107

PROJECT LOCATION

FAYETTE

LAKE KEDRON PARK & BOAT RAMP

90% ISSUED FOR REVIEW 10/15/21 DWB

60% ISSUED FOR REVIEW 8/31/21 DWB

THIS PROJECT IS LOCATED 100% IN FAYETTE COUNTY.

FAYETTE COUNTY IS 100% IN CONG. DIST. NO. 3.

DESIGNED IN ENGLISH UNITS

ISE # 1014.2107 1 19

PEACHTREE CITY, GEORGIA

R T G R

O I

I E

E A

DG S

PROFESSIONAL

No. PE036133

EGER

D A

NA STRICKLA ND JOHNS

O

N

ENGINEER

AutoCAD SHX Text

N. PEACHTREE PKWY. (80' R.O.W.)

AutoCAD SHX Text

N. PEACHTREE PKWY. (80' R.O.W.)

AutoCAD SHX Text

CART

AutoCAD SHX Text

PATH

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text

1. ALL WORK TO BE DONE IN ACCORDANCE WITH ALL WORK TO BE DONE IN ACCORDANCE WITH THE GDOT STANDARD SPECIFICATIONS FOR THE CONSTRUCTION OF TRANSPORTATION SYSTEMS, CURRENT EDITION AND IN ACCORDANCE WITH GDOT CONSTRUCTION STANDARDS AND DETAILS. 2. ALL SIGNALS, SIGNAGE AND PAVEMENT MARKING ALL SIGNALS, SIGNAGE AND PAVEMENT MARKING TO CONFORM TO THE AASHTO 2011 GREENBOOK GUIDELINES FOR STOPPING SIGHT DISTANCE.

AutoCAD SHX Text

MAGNETIC

AutoCAD SHX Text

NOTE:

AutoCAD SHX Text

MAGNETIC

AutoCAD SHX Text NET LENGTH OF PROJECT: NET LENGTH OF PATHWAY 0.025 0.025 NET LENGTH OF BRIDGES 0.000 0.000 NET LENGTH OF PROJECT 0.025 0.025 NET LENGTH OF EXCEPTIONS 0.000 0.000 GROSS LENGTH OF PROJECT 0.0250.025

AutoCAD SHX Text

FAYETTE COUNTY MILES

IN

D

EX

02-001

13-0016

05-001

MAINLINE PLANS

TYPICAL SECTIONS

DESCRIPTION

DRAWING

NUMBER

SHEET

NUMBER

02-001

01-001 COVER SHEET

INDEX

DRAWING INDEX

04-001 GENERAL NOTES

09/16A-3 SPECIAL DETAIL, CONCRETE SIDEWALK DETAILS, CURB CUT (WHEELCHAIR) RAMPS

06/09DETECTABLE WARNING SURFACE, TRUNCATED DOME SIZE,SPACING & ALIGNMENT REQUIREMENTSA-4

TRAFFIC CONTROL FOR LANE CLOSURE ON TWO-LANE HIGHWAY

03/06

BMP GENERAL NOTES51-001

TOTAL SHEETS = 19

BMP LOCATION DETAILS54-001

26-001 SIGNING AND MARKING PLAN

TRAFFIC CONTROL GENERAL NOTES, STANDARD LEGEND, AND MISCELLANEOUS DETAILS 03/06

MANY OF THE PEACHTREE CITY AND GEORGIA D.O.T. STANDARDS AND CONSTRUCTION DETAILS

REQUIRED FOR THIS PROJECT ARE LISTED IN THE INDEX WITH THE LATEST KNOWN REVISION DATE BUT ARE NOT INCLUDED AS PART OF THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND MAINTAINING THE STANDARD DRAWINGS AND CONSTRUCTION DETAIL DRAWINGS LISTED ON THE INDEX SHEET OR AS REQUIRED BY OTHER PORTIONS OF THE CONTRACT DOCUMENTS ON THE PROJECT

SITE. FULL SIZE SHEETS MAY BE DOWNLOADED FROM:

HTTP://MYDOCS.DOT.GA.GOV/INFO/GDOTPUBS/CONSTRUCTIONSTANDARDSANDDETAILS OR PURCHASED

HTTPS://WWW.PEACHTREE-CITY.ORG/DOCUMENTVIEW.ASPX?DID=1226

BY THE CONTRACTOR AT HIS EXPENSE FROM THE GEORGIA D.O.T. NOTE THAT WEBSITE ADDRESSES

LISTED ARE SUBJECT TO CHANGE.

D-24A TEMPORARY SILT FENCE (SHEET 1 OF 4) 01/11

D-24B TEMPORARY SILT FENCE BERM DITCH, INSTALLATION, BURSH BARRIER (SHEET 2 OF 4) 01/11

D-24C TEMPORARY SILT FENCE J-HOOKS, INLET SEDIMENT TRAPS (SHEET 3 OF 4) 01/11

D-24D TEMPORARY SILT FENCE FABRIC CHECK DAM (SHEET 4 OF 4) 07/15

D-41 CONSTRUCTION EXIT 04/16

T-01 SIGN PLATES 01/00

T-02 DETAILS FOR TYPICAL FRAMING 03/00

T-03A TYPE 7, 8, AND 9 SQUARE TUBE POST INSTALLATION DETAIL 07/02

T-03B DETAILS FOR SQUARE TUBE POST 07/02

T-11A DETAILS OF PAVEMENT MARKING PLACEMENT ON NON-LIMITED ACCESS ROADWAY 09/16

T-14 DETAILS OF PAVEMENT MARKING HATCHING 11/08

T-15A DETAILS OF RAISED PAVEMENT MARKER LOCATION NON-LIMITED ACCESS ROADWAY 09/16

T-15C DETIALS OF RAISED PAVEMENT MARKERS 09/11

TS-02 PULLBOX ASSEMBLY AND INSTALLATION 11/20

TS-03 PEDESTRIAN FACILITIES INSTALLATION DETAILS 11/20

TS-04A TRAFFIC SIGNAL SUPPORT STRUCTURES 11/20

TS-04B TRAFFIC SIGNAL SUPPORT STRUCTURES 11/20

TS-06 DETAILS OF STRAIN POLE AND MAST ARM FOUNDATIONS 04/10

TS-07 GROUNDING DETAILS FOR TRAFFIC SIGNAL SUPPORT STRUCTURES 11/20

MULTI-USE PATH DETAILS (PEACHTREE CITY) 11/16

06-001 SUMMARY OF QUANTITIES (NOT UPDATED)

26-000 SIGNING AND MARKING NOTES10

27-000 EXISTING CONDITIONS

27-001 SIGNAL NOTES

27-002 SIGNAL PLANS

2 19

R ev ie w b y:

D es ig n by

D ra w n by

Pr oj ec t #

D at e:

C he ck b y:

R ev

Ap r.

D at e

D es cr ip tio n

DRAWING NO.

.2

/1

5/

C O

N

ST

R U

C

TI

O N

P

LA

N S

FO

R

N O

R

TH

P

EA

C H

TR

EE

P K

W Y

PE

A C

H

TR

EE

C

IT

Y

, F A

Y

ET

TE

C

O U

N

TY

, G A

23468 7 5

D W

B C

O N

C

EP

T

IS

SU

ED

F O

R R

EV

IE

W

C

IT

Y O

F

PE

A C

H

TR

EE

C

IT

Y

K

ED

R O

N B

O A

T R

A M

P

D O

C K

S C

R O

SS

IN

G

DC

G

DC

G

DS

J

DS

J

7/

/2

TOTAL SHEETSSHEET NO.PROJECT NUMBERCOUNTY

ISE # 1014.2107FAYETTE

D

W B

IS

SU

ED

F

O R

R

EV

IE

W

8/

/2

R T G R

O I

I E

E A

DG S

PROFESSIONAL

No. PE036133

EGER

D A

NA STRICKLA ND JOHNSO

N

ENGINEER

D W

B

IS

SU

ED

F O

R R

EV

IE

W

/1 5/

IS

SU

ED

F O

R C

O N

ST

R

U C

TI

O

N

/2 0/

R

EV

IS

ED

P

ER

C

IT

Y

C O

M M

EN

TS

1/

/2

18-001

18-002

22-001

OVERALL GRADING AND DRAINAGE PLAN

GRADING AND DRAINAGE PLAN

PIPE PROFILE

50-000 EROSION CONTROL COVER SHEET

BMP DETAILS51-002

BMP DETAILS CONT.51-003

09/011030d1 CONCRETE AND METAL PIPE CULVERTS

06/01

09/01

06/09SAFETY END SECTION (METAL)(FOR SIDE DRAIN PIPE-OR STORM DRAIN PIPE PARALLEL TO MAINLINE1122-1

01/05SAFETY END SECTION (METAL)(FOR SIDE DRAIN PIPE-OR STORM DRAIN PIPE PARALLEL TO MAINLINE1122-2

01/05SAFETY END SECTION (METAL)(FOR SIDE DRAIN PIPE-OR STORM DRAIN PIPE PARALLEL TO MAINLINE1122-3

09/99JUNCTION BOXES (PRECAST OR BUILT IN PLACE)...9031u

1030d2 CONCRETE AND METAL PIPE CULVERTS

1030d3 CONCRETE AND METAL PIPE CULVERTS

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

NUMBER

AutoCAD SHX Text

DOCUMENT

AutoCAD SHX Text

GEORGIA DOT CONSTRUCTION DETAILS

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

NUMBER

AutoCAD SHX Text

DOCUMENT

AutoCAD SHX Text

GEORGIA DOT CONSTRUCTION STANDARDS

AutoCAD SHX Text P:\PEACHTREE CITY GA\1014.2107 - KEDRON BOAT DOCKS PEDESTRIAN HYBRID BEACON\ENGINEERING\DRAWINGS\SHEETS\02-001 INDEX.DWG

AutoCAD SHX Text

PLOTTED: 1/25/2023 11:55 AM1/25/2023 11:55 AM

SCALE: N.T.S.

R ev ie w b y:

D es ig n by

D ra w n by

Pr oj ec t #

D at e:

C he ck b y:

R ev

Ap r.

D at e

D es cr ip tio n

DRAWING NO.

.2

/1

5/

C O

N

ST

R U

C

TI

O N

P

LA

N S

FO

R

N O

R

TH

P

EA

C H

TR

EE

P K

W Y

PE

A C

H

TR

EE

C

IT

Y

, F A

Y

ET

TE

C

O U

N

TY

, G A

23468 7 5

D W

B C

O N

C

EP

T

IS

SU

ED

F O

R R

EV

IE

W

C

IT

Y O

F

PE

A C

H

TR

EE

C

IT

Y

K

ED

R O

N B

O A

T R

A M

P

D O

C K

S C

R O

SS

IN

G

DC

G

DC

G

DS

J

DS

J

7/

D

W B

IS

SU

ED

F

O R

R

EV

IE

W

8/

/2

R T G R

O I

I E

E A

DG S

PROFESSIONAL

No. PE036133

EGER

D A

NA STRICKLA ND JOHNSO

N

ENGINEER

D W

B

IS

SU

ED

F O

R R

EV

IE

W

/1 5/

IS

SU

ED

F O

R C

O N

ST

R

U C

TI

O

N

/2 0/

R

EV

IS

ED

P

ER

C

IT

Y

C O

M M

EN

TS

1/

/2

04-001

G

EN

ER

A

L N

O

TE

S

3 19

AutoCAD SHX Text P:\PEACHTREE CITY GA\1014.2107 - KEDRON BOAT DOCKS PEDESTRIAN HYBRID BEACON\ENGINEERING\DRAWINGS\SHEETS\C000 COVER.DWG

AutoCAD SHX Text

PLOTTED: 1/25/2023 11:55 AM1/25/2023 11:55 AM

AutoCAD SHX Text

1. ALL BORROW AND WASTE SITES FOR THIS PROJECT SHALL BE ALL BORROW AND WASTE SITES FOR THIS PROJECT SHALL BE BORROW AND WASTE SITES FOR THIS PROJECT SHALL BE BORROW AND WASTE SITES FOR THIS PROJECT SHALL BE AND WASTE SITES FOR THIS PROJECT SHALL BE AND WASTE SITES FOR THIS PROJECT SHALL BE WASTE SITES FOR THIS PROJECT SHALL BE WASTE SITES FOR THIS PROJECT SHALL BE SITES FOR THIS PROJECT SHALL BE SITES FOR THIS PROJECT SHALL BE FOR THIS PROJECT SHALL BE FOR THIS PROJECT SHALL BE THIS PROJECT SHALL BE THIS PROJECT SHALL BE PROJECT SHALL BE PROJECT SHALL BE SHALL BE SHALL BE BE BE ENVIRONMENTALLY APPROVED PRIOR TO CONSTRUCTION APPROVED PRIOR TO CONSTRUCTION APPROVED PRIOR TO CONSTRUCTION PRIOR TO CONSTRUCTION PRIOR TO CONSTRUCTION TO CONSTRUCTION TO CONSTRUCTION CONSTRUCTION CONSTRUCTION ACTIVITIES. ALL COMMON FILL OR EXCESS MATERIAL DISPOSED ALL COMMON FILL OR EXCESS MATERIAL DISPOSED ALL COMMON FILL OR EXCESS MATERIAL DISPOSED COMMON FILL OR EXCESS MATERIAL DISPOSED COMMON FILL OR EXCESS MATERIAL DISPOSED FILL OR EXCESS MATERIAL DISPOSED FILL OR EXCESS MATERIAL DISPOSED OR EXCESS MATERIAL DISPOSED OR EXCESS MATERIAL DISPOSED EXCESS MATERIAL DISPOSED EXCESS MATERIAL DISPOSED MATERIAL DISPOSED MATERIAL DISPOSED DISPOSED DISPOSED OUTSIDE THE PROJECT RIGHT OF WAY SHALL BE PLACED IN THE PROJECT RIGHT OF WAY SHALL BE PLACED IN THE PROJECT RIGHT OF WAY SHALL BE PLACED IN PROJECT RIGHT OF WAY SHALL BE PLACED IN PROJECT RIGHT OF WAY SHALL BE PLACED IN RIGHT OF WAY SHALL BE PLACED IN RIGHT OF WAY SHALL BE PLACED IN OF WAY SHALL BE PLACED IN OF WAY SHALL BE PLACED IN WAY SHALL BE PLACED IN WAY SHALL BE PLACED IN SHALL BE PLACED IN SHALL BE PLACED IN BE PLACED IN BE PLACED IN PLACED IN PLACED IN IN IN EITHER A PERMITTED SOLID WASTE FACILITY, A PERMITTED INERT A PERMITTED SOLID WASTE FACILITY, A PERMITTED INERT A PERMITTED SOLID WASTE FACILITY, A PERMITTED INERT PERMITTED SOLID WASTE FACILITY, A PERMITTED INERT PERMITTED SOLID WASTE FACILITY, A PERMITTED INERT SOLID WASTE FACILITY, A PERMITTED INERT SOLID WASTE FACILITY, A PERMITTED INERT WASTE FACILITY, A PERMITTED INERT WASTE FACILITY, A PERMITTED INERT FACILITY, A PERMITTED INERT FACILITY, A PERMITTED INERT A PERMITTED INERT A PERMITTED INERT PERMITTED INERT PERMITTED INERT INERT INERT WASTE LANDFILL OR IN AN ENGINEERED FILL. 2. THERE IS NO SUITABLE PLACE TO BURY EXISTING CONSTRUCTION THERE IS NO SUITABLE PLACE TO BURY EXISTING CONSTRUCTION DEBRIS WITHIN THE PROJECTS LIMITS. THE CONTRACTOR SHALL WITHIN THE PROJECTS LIMITS. THE CONTRACTOR SHALL WITHIN THE PROJECTS LIMITS. THE CONTRACTOR SHALL THE PROJECTS LIMITS. THE CONTRACTOR SHALL THE PROJECTS LIMITS. THE CONTRACTOR SHALL PROJECTS LIMITS. THE CONTRACTOR SHALL PROJECTS LIMITS. THE CONTRACTOR SHALL LIMITS. THE CONTRACTOR SHALL LIMITS. THE CONTRACTOR SHALL THE CONTRACTOR SHALL THE CONTRACTOR SHALL CONTRACTOR SHALL CONTRACTOR SHALL SHALL SHALL PROVIDE AN ENVIRONMENTALLY APPROVED SITE TO DISPOSE OF AN ENVIRONMENTALLY APPROVED SITE TO DISPOSE OF AN ENVIRONMENTALLY APPROVED SITE TO DISPOSE OF ENVIRONMENTALLY APPROVED SITE TO DISPOSE OF ENVIRONMENTALLY APPROVED SITE TO DISPOSE OF APPROVED SITE TO DISPOSE OF APPROVED SITE TO DISPOSE OF SITE TO DISPOSE OF SITE TO DISPOSE OF TO DISPOSE OF TO DISPOSE OF DISPOSE OF DISPOSE OF OF OF EXISTING CONSTRUCTION DEBRIS AT NO ADDITIONAL COST TO CONSTRUCTION DEBRIS AT NO ADDITIONAL COST TO CONSTRUCTION DEBRIS AT NO ADDITIONAL COST TO DEBRIS AT NO ADDITIONAL COST TO DEBRIS AT NO ADDITIONAL COST TO AT NO ADDITIONAL COST TO AT NO ADDITIONAL COST TO NO ADDITIONAL COST TO NO ADDITIONAL COST TO ADDITIONAL COST TO ADDITIONAL COST TO COST TO COST TO TO TO THE OWNER. 3. ALL CONSTRUCTION AND MATERIALS TO BE IN ACCORDANCE WITH ALL CONSTRUCTION AND MATERIALS TO BE IN ACCORDANCE WITH CONSTRUCTION AND MATERIALS TO BE IN ACCORDANCE WITH CONSTRUCTION AND MATERIALS TO BE IN ACCORDANCE WITH AND MATERIALS TO BE IN ACCORDANCE WITH AND MATERIALS TO BE IN ACCORDANCE WITH MATERIALS TO BE IN ACCORDANCE WITH MATERIALS TO BE IN ACCORDANCE WITH TO BE IN ACCORDANCE WITH TO BE IN ACCORDANCE WITH BE IN ACCORDANCE WITH BE IN ACCORDANCE WITH IN ACCORDANCE WITH IN ACCORDANCE WITH ACCORDANCE WITH ACCORDANCE WITH WITH WITH GA-DOT AND THE LOCAL STANDARDS AND SPECIFICATIONS. 4. UTILITIES SHOWN HEREON ARE TAKEN FROM EXISTING RECORDS UTILITIES SHOWN HEREON ARE TAKEN FROM EXISTING RECORDS SHOWN HEREON ARE TAKEN FROM EXISTING RECORDS SHOWN HEREON ARE TAKEN FROM EXISTING RECORDS HEREON ARE TAKEN FROM EXISTING RECORDS HEREON ARE TAKEN FROM EXISTING RECORDS ARE TAKEN FROM EXISTING RECORDS ARE TAKEN FROM EXISTING RECORDS TAKEN FROM EXISTING RECORDS TAKEN FROM EXISTING RECORDS FROM EXISTING RECORDS FROM EXISTING RECORDS EXISTING RECORDS EXISTING RECORDS RECORDS RECORDS AND VISUAL INSPECTION OF THE SITE. 5. NOTIFY THE ENGINEERING DEPARTMENT 24 HOURS PRIOR TO NOTIFY THE ENGINEERING DEPARTMENT 24 HOURS PRIOR TO THE ENGINEERING DEPARTMENT 24 HOURS PRIOR TO THE ENGINEERING DEPARTMENT 24 HOURS PRIOR TO ENGINEERING DEPARTMENT 24 HOURS PRIOR TO ENGINEERING DEPARTMENT 24 HOURS PRIOR TO DEPARTMENT 24 HOURS PRIOR TO DEPARTMENT 24 HOURS PRIOR TO 24 HOURS PRIOR TO 24 HOURS PRIOR TO HOURS PRIOR TO HOURS PRIOR TO PRIOR TO PRIOR TO TO TO ANY LAND DISTURBANCE ACTIVITY. 6. THE CONTRACTOR SHALL PROTECT EXISTING PROPERTY THE CONTRACTOR SHALL PROTECT EXISTING PROPERTY CONTRACTOR SHALL PROTECT EXISTING PROPERTY CONTRACTOR SHALL PROTECT EXISTING PROPERTY SHALL PROTECT EXISTING PROPERTY SHALL PROTECT EXISTING PROPERTY PROTECT EXISTING PROPERTY PROTECT EXISTING PROPERTY EXISTING PROPERTY EXISTING PROPERTY PROPERTY PROPERTY MONUMENTATION AND PRIMARY CONTROL. ANY SUCH POINTS AND PRIMARY CONTROL. ANY SUCH POINTS AND PRIMARY CONTROL. ANY SUCH POINTS PRIMARY CONTROL. ANY SUCH POINTS PRIMARY CONTROL. ANY SUCH POINTS CONTROL. ANY SUCH POINTS CONTROL. ANY SUCH POINTS ANY SUCH POINTS ANY SUCH POINTS SUCH POINTS SUCH POINTS POINTS POINTS WHICH THE CONTRACTOR BELIEVES WILL BE DESTROYED SHALL THE CONTRACTOR BELIEVES WILL BE DESTROYED SHALL THE CONTRACTOR BELIEVES WILL BE DESTROYED SHALL CONTRACTOR BELIEVES WILL BE DESTROYED SHALL CONTRACTOR BELIEVES WILL BE DESTROYED SHALL BELIEVES WILL BE DESTROYED SHALL BELIEVES WILL BE DESTROYED SHALL WILL BE DESTROYED SHALL WILL BE DESTROYED SHALL BE DESTROYED SHALL BE DESTROYED SHALL DESTROYED SHALL DESTROYED SHALL SHALL SHALL HAVE OFFSET POINTS ESTABLISHED BY THE CONTRACTOR PRIOR OFFSET POINTS ESTABLISHED BY THE CONTRACTOR PRIOR OFFSET POINTS ESTABLISHED BY THE CONTRACTOR PRIOR POINTS ESTABLISHED BY THE CONTRACTOR PRIOR POINTS ESTABLISHED BY THE CONTRACTOR PRIOR ESTABLISHED BY THE CONTRACTOR PRIOR ESTABLISHED BY THE CONTRACTOR PRIOR BY THE CONTRACTOR PRIOR BY THE CONTRACTOR PRIOR THE CONTRACTOR PRIOR THE CONTRACTOR PRIOR CONTRACTOR PRIOR CONTRACTOR PRIOR PRIOR PRIOR TO CONSTRUCTION. ANY MONUMENTATION DESTROYED BY THE CONSTRUCTION. ANY MONUMENTATION DESTROYED BY THE CONSTRUCTION. ANY MONUMENTATION DESTROYED BY THE ANY MONUMENTATION DESTROYED BY THE ANY MONUMENTATION DESTROYED BY THE MONUMENTATION DESTROYED BY THE MONUMENTATION DESTROYED BY THE DESTROYED BY THE DESTROYED BY THE BY THE BY THE THE THE CONTRACTOR SHALL BE REESTABLISHED AT THE CONTRACTORS SHALL BE REESTABLISHED AT THE CONTRACTORS SHALL BE REESTABLISHED AT THE CONTRACTORS BE REESTABLISHED AT THE CONTRACTORS BE REESTABLISHED AT THE CONTRACTORS REESTABLISHED AT THE CONTRACTORS REESTABLISHED AT THE CONTRACTORS AT THE CONTRACTORS AT THE CONTRACTORS THE CONTRACTORS THE CONTRACTORS CONTRACTORS CONTRACTORS EXPENSE. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO: A.) IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO: A.) SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO: A.) SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO: A.) BE THE RESPONSIBILITY OF THE CONTRACTOR TO: A.) BE THE RESPONSIBILITY OF THE CONTRACTOR TO: A.) THE RESPONSIBILITY OF THE CONTRACTOR TO: A.) THE RESPONSIBILITY OF THE CONTRACTOR TO: A.) RESPONSIBILITY OF THE CONTRACTOR TO: A.) RESPONSIBILITY OF THE CONTRACTOR TO: A.) OF THE CONTRACTOR TO: A.) OF THE CONTRACTOR TO: A.) THE CONTRACTOR TO: A.) THE CONTRACTOR TO: A.) CONTRACTOR TO: A.) CONTRACTOR TO: A.) TO: A.) TO: A.) A.) A.) PREVENT ANY DAMAGE TO PRIVATE PROPERTY AND PROPERTY ANY DAMAGE TO PRIVATE PROPERTY AND PROPERTY ANY DAMAGE TO PRIVATE PROPERTY AND PROPERTY DAMAGE TO PRIVATE PROPERTY AND PROPERTY DAMAGE TO PRIVATE PROPERTY AND PROPERTY TO PRIVATE PROPERTY AND PROPERTY TO PRIVATE PROPERTY AND PROPERTY PRIVATE PROPERTY AND PROPERTY PRIVATE PROPERTY AND PROPERTY PROPERTY AND PROPERTY PROPERTY AND PROPERTY AND PROPERTY AND PROPERTY PROPERTY PROPERTY OWNER'S POLES, FENCES, SHRUBS, ETC. B.) PROTECT ALL POLES, FENCES, SHRUBS, ETC. B.) PROTECT ALL POLES, FENCES, SHRUBS, ETC. B.) PROTECT ALL FENCES, SHRUBS, ETC. B.) PROTECT ALL FENCES, SHRUBS, ETC. B.) PROTECT ALL SHRUBS, ETC. B.) PROTECT ALL SHRUBS, ETC. B.) PROTECT ALL ETC. B.) PROTECT ALL ETC. B.) PROTECT ALL B.) PROTECT ALL B.) PROTECT ALL PROTECT ALL PROTECT ALL ALL ALL UNDERGROUND UTILITIES. C.) NOTIFY ALL UTILITY COMPANIES UTILITIES. C.) NOTIFY ALL UTILITY COMPANIES UTILITIES. C.) NOTIFY ALL UTILITY COMPANIES C.) NOTIFY ALL UTILITY COMPANIES C.) NOTIFY ALL UTILITY COMPANIES NOTIFY ALL UTILITY COMPANIES NOTIFY ALL UTILITY COMPANIES ALL UTILITY COMPANIES ALL UTILITY COMPANIES UTILITY COMPANIES UTILITY COMPANIES COMPANIES COMPANIES AND FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION OF ALL FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION OF ALL FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION OF ALL VERIFY HORIZONTAL AND VERTICAL LOCATION OF ALL VERIFY HORIZONTAL AND VERTICAL LOCATION OF ALL HORIZONTAL AND VERTICAL LOCATION OF ALL HORIZONTAL AND VERTICAL LOCATION OF ALL AND VERTICAL LOCATION OF ALL AND VERTICAL LOCATION OF ALL VERTICAL LOCATION OF ALL VERTICAL LOCATION OF ALL LOCATION OF ALL LOCATION OF ALL OF ALL OF ALL ALL ALL UTILITIES PRIOR TO START OF CONSTRUCTION. NOTIFY OWNER OF PRIOR TO START OF CONSTRUCTION. NOTIFY OWNER OF PRIOR TO START OF CONSTRUCTION. NOTIFY OWNER OF TO START OF CONSTRUCTION. NOTIFY OWNER OF TO START OF CONSTRUCTION. NOTIFY OWNER OF START OF CONSTRUCTION. NOTIFY OWNER OF START OF CONSTRUCTION. NOTIFY OWNER OF OF CONSTRUCTION. NOTIFY OWNER OF OF CONSTRUCTION. NOTIFY OWNER OF CONSTRUCTION. NOTIFY OWNER OF CONSTRUCTION. NOTIFY OWNER OF NOTIFY OWNER OF NOTIFY OWNER OF OWNER OF OWNER OF OF OF ANY POTENTIAL CONFLICTS WHICH MAY EXIST BETWEEN THE POTENTIAL CONFLICTS WHICH MAY EXIST BETWEEN THE POTENTIAL CONFLICTS WHICH MAY EXIST BETWEEN THE CONFLICTS WHICH MAY EXIST BETWEEN THE CONFLICTS WHICH MAY EXIST BETWEEN THE WHICH MAY EXIST BETWEEN THE WHICH MAY EXIST BETWEEN THE MAY EXIST BETWEEN THE MAY EXIST BETWEEN THE EXIST BETWEEN THE EXIST BETWEEN THE BETWEEN THE BETWEEN THE THE THE EXISTING UTILITIES AND CONSTRUCTION PLANS. 8. BARRICADING AND TRAFFIC CONTROL DURING CONSTRUCTION BARRICADING AND TRAFFIC CONTROL DURING CONSTRUCTION AND TRAFFIC CONTROL DURING CONSTRUCTION AND TRAFFIC CONTROL DURING CONSTRUCTION TRAFFIC CONTROL DURING CONSTRUCTION TRAFFIC CONTROL DURING CONSTRUCTION CONTROL DURING CONSTRUCTION CONTROL DURING CONSTRUCTION DURING CONSTRUCTION DURING CONSTRUCTION CONSTRUCTION CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL RESPONSIBILITY OF THE CONTRACTOR AND SHALL RESPONSIBILITY OF THE CONTRACTOR AND SHALL OF THE CONTRACTOR AND SHALL OF THE CONTRACTOR AND SHALL THE CONTRACTOR AND SHALL THE CONTRACTOR AND SHALL CONTRACTOR AND SHALL CONTRACTOR AND SHALL AND SHALL AND SHALL SHALL SHALL CONFORM TO THE "MANUAL OF UNIFORM TRAFFIC CONTROL TO THE "MANUAL OF UNIFORM TRAFFIC CONTROL TO THE "MANUAL OF UNIFORM TRAFFIC CONTROL THE "MANUAL OF UNIFORM TRAFFIC CONTROL THE "MANUAL OF UNIFORM TRAFFIC CONTROL "MANUAL OF UNIFORM TRAFFIC CONTROL "MANUAL OF UNIFORM TRAFFIC CONTROL OF UNIFORM TRAFFIC CONTROL OF UNIFORM TRAFFIC CONTROL UNIFORM TRAFFIC CONTROL UNIFORM TRAFFIC CONTROL TRAFFIC CONTROL TRAFFIC CONTROL CONTROL CONTROL DEVICES" AND GADOT STANDARD SPECIFICATIONS AND DRAWINGS. AND GADOT STANDARD SPECIFICATIONS AND DRAWINGS. AND GADOT STANDARD SPECIFICATIONS AND DRAWINGS. GADOT STANDARD SPECIFICATIONS AND DRAWINGS. GADOT STANDARD SPECIFICATIONS AND DRAWINGS. STANDARD SPECIFICATIONS AND DRAWINGS. STANDARD SPECIFICATIONS AND DRAWINGS. SPECIFICATIONS AND DRAWINGS. SPECIFICATIONS AND DRAWINGS. AND DRAWINGS. AND DRAWINGS. DRAWINGS. DRAWINGS. TRAFFIC FLOW AND ACCESS SHALL BE MAINTAINED DURING ALL FLOW AND ACCESS SHALL BE MAINTAINED DURING ALL FLOW AND ACCESS SHALL BE MAINTAINED DURING ALL AND ACCESS SHALL BE MAINTAINED DURING ALL AND ACCESS SHALL BE MAINTAINED DURING ALL ACCESS SHALL BE MAINTAINED DURING ALL ACCESS SHALL BE MAINTAINED DURING ALL SHALL BE MAINTAINED DURING ALL SHALL BE MAINTAINED DURING ALL BE MAINTAINED DURING ALL BE MAINTAINED DURING ALL MAINTAINED DURING ALL MAINTAINED DURING ALL DURING ALL DURING ALL ALL ALL PHASES OF THE CONSTRUCTION. THE CONTRACTOR IS OF THE CONSTRUCTION. THE CONTRACTOR IS OF THE CONSTRUCTION. THE CONTRACTOR IS THE CONSTRUCTION. THE CONTRACTOR IS THE CONSTRUCTION. THE CONTRACTOR IS CONSTRUCTION. THE CONTRACTOR IS CONSTRUCTION. THE CONTRACTOR IS THE CONTRACTOR IS THE CONTRACTOR IS CONTRACTOR IS CONTRACTOR IS IS IS RESPONSIBLE FOR PROVIDING TRAFFIC SAFETY MEASURES FOR FOR PROVIDING TRAFFIC SAFETY MEASURES FOR FOR PROVIDING TRAFFIC SAFETY MEASURES FOR PROVIDING TRAFFIC SAFETY MEASURES FOR PROVIDING TRAFFIC SAFETY MEASURES FOR TRAFFIC SAFETY MEASURES FOR TRAFFIC SAFETY MEASURES FOR SAFETY MEASURES FOR SAFETY MEASURES FOR MEASURES FOR MEASURES FOR FOR FOR WORK ON PROJECT. CONTRACTOR TO SUBMIT TRAFFIC CONTROL ON PROJECT. CONTRACTOR TO SUBMIT TRAFFIC CONTROL ON PROJECT. CONTRACTOR TO SUBMIT TRAFFIC CONTROL PROJECT. CONTRACTOR TO SUBMIT TRAFFIC CONTROL PROJECT. CONTRACTOR TO SUBMIT TRAFFIC CONTROL CONTRACTOR TO SUBMIT TRAFFIC CONTROL CONTRACTOR TO SUBMIT TRAFFIC CONTROL TO SUBMIT TRAFFIC CONTROL TO SUBMIT TRAFFIC CONTROL SUBMIT TRAFFIC CONTROL SUBMIT TRAFFIC CONTROL TRAFFIC CONTROL TRAFFIC CONTROL CONTROL CONTROL PLAN TO PEACHTREE CITY AND ENGINEER FOR REVIEW. 9. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL SHALL BE SOLELY RESPONSIBLE FOR ALL SHALL BE SOLELY RESPONSIBLE FOR ALL BE SOLELY RESPONSIBLE FOR ALL BE SOLELY RESPONSIBLE FOR ALL SOLELY RESPONSIBLE FOR ALL SOLELY RESPONSIBLE FOR ALL RESPONSIBLE FOR ALL RESPONSIBLE FOR ALL FOR ALL FOR ALL ALL ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, AND MEANS, METHODS, TECHNIQUES, AND MEANS, METHODS, TECHNIQUES, AND METHODS, TECHNIQUES, AND METHODS, TECHNIQUES, AND TECHNIQUES, AND TECHNIQUES, AND AND AND PROCEDURES AND SHALL AT ALL TIMES TAKE ALL REASONABLE AND SHALL AT ALL TIMES TAKE ALL REASONABLE AND SHALL AT ALL TIMES TAKE ALL REASONABLE SHALL AT ALL TIMES TAKE ALL REASONABLE SHALL AT ALL TIMES TAKE ALL REASONABLE AT ALL TIMES TAKE ALL REASONABLE AT ALL TIMES TAKE ALL REASONABLE ALL TIMES TAKE ALL REASONABLE ALL TIMES TAKE ALL REASONABLE TIMES TAKE ALL REASONABLE TIMES TAKE ALL REASONABLE TAKE ALL REASONABLE TAKE ALL REASONABLE ALL REASONABLE ALL REASONABLE REASONABLE REASONABLE SAFETY PRECAUTIONS FOR THE SAFETY OF ITS EMPLOYEES ON PRECAUTIONS FOR THE SAFETY OF ITS EMPLOYEES ON PRECAUTIONS FOR THE SAFETY OF ITS EMPLOYEES ON FOR THE SAFETY OF ITS EMPLOYEES ON FOR THE SAFETY OF ITS EMPLOYEES ON THE SAFETY OF ITS EMPLOYEES ON THE SAFETY OF ITS EMPLOYEES ON SAFETY OF ITS EMPLOYEES ON SAFETY OF ITS EMPLOYEES ON OF ITS EMPLOYEES ON OF ITS EMPLOYEES ON ITS EMPLOYEES ON ITS EMPLOYEES ON EMPLOYEES ON EMPLOYEES ON ON ON THE PROJECT AND SHALL COMPLY WITH ALL APPLICABLE PROJECT AND SHALL COMPLY WITH ALL APPLICABLE PROJECT AND SHALL COMPLY WITH ALL APPLICABLE AND SHALL COMPLY WITH ALL APPLICABLE AND SHALL COMPLY WITH ALL APPLICABLE SHALL COMPLY WITH ALL APPLICABLE SHALL COMPLY WITH ALL APPLICABLE COMPLY WITH ALL APPLICABLE COMPLY WITH ALL APPLICABLE WITH ALL APPLICABLE WITH ALL APPLICABLE ALL APPLICABLE ALL APPLICABLE APPLICABLE APPLICABLE PROVISIONS OF FEDERAL, STATE, AND MUNICIPAL SAFETY LAWS OF FEDERAL, STATE, AND MUNICIPAL SAFETY LAWS OF FEDERAL, STATE, AND MUNICIPAL SAFETY LAWS FEDERAL, STATE, AND MUNICIPAL SAFETY LAWS FEDERAL, STATE, AND MUNICIPAL SAFETY LAWS STATE, AND MUNICIPAL SAFETY LAWS STATE, AND MUNICIPAL SAFETY LAWS AND MUNICIPAL SAFETY LAWS AND MUNICIPAL SAFETY LAWS MUNICIPAL SAFETY LAWS MUNICIPAL SAFETY LAWS SAFETY LAWS SAFETY LAWS LAWS LAWS AND BUILDING CONSTRUCTION CODES. 10. ANY DAMAGES THAT MAY OCCUR TO REAL PROPERTY OR ANY DAMAGES THAT MAY OCCUR TO REAL PROPERTY OR DAMAGES THAT MAY OCCUR TO REAL PROPERTY OR DAMAGES THAT MAY OCCUR TO REAL PROPERTY OR THAT MAY OCCUR TO REAL PROPERTY OR THAT MAY OCCUR TO REAL PROPERTY OR MAY OCCUR TO REAL PROPERTY OR MAY OCCUR TO REAL PROPERTY OR OCCUR TO REAL PROPERTY OR OCCUR TO REAL PROPERTY OR TO REAL PROPERTY OR TO REAL PROPERTY OR REAL PROPERTY OR REAL PROPERTY OR PROPERTY OR PROPERTY OR OR OR EXISTING IMPROVEMENTS SHALL BE RESTORED BY THE IMPROVEMENTS SHALL BE RESTORED BY THE IMPROVEMENTS SHALL BE RESTORED BY THE SHALL BE RESTORED BY THE SHALL BE RESTORED BY THE BE RESTORED BY THE BE RESTORED BY THE RESTORED BY THE RESTORED BY THE BY THE BY THE THE THE CONTRACTOR TO AT LEAST THE SAME CONDITION THAT THE REAL TO AT LEAST THE SAME CONDITION THAT THE REAL TO AT LEAST THE SAME CONDITION THAT THE REAL AT LEAST THE SAME CONDITION THAT THE REAL AT LEAST THE SAME CONDITION THAT THE REAL LEAST THE SAME CONDITION THAT THE REAL LEAST THE SAME CONDITION THAT THE REAL THE SAME CONDITION THAT THE REAL THE SAME CONDITION THAT THE REAL SAME CONDITION THAT THE REAL SAME CONDITION THAT THE REAL CONDITION THAT THE REAL CONDITION THAT THE REAL THAT THE REAL THAT THE REAL THE REAL THE REAL REAL REAL PROPERTY OR EXISTING IMPROVEMENTS WERE IN PRIOR TO THE OR EXISTING IMPROVEMENTS WERE IN PRIOR TO THE OR EXISTING IMPROVEMENTS WERE IN PRIOR TO THE EXISTING IMPROVEMENTS WERE IN PRIOR TO THE EXISTING IMPROVEMENTS WERE IN PRIOR TO THE IMPROVEMENTS WERE IN PRIOR TO THE IMPROVEMENTS WERE IN PRIOR TO THE WERE IN PRIOR TO THE WERE IN PRIOR TO THE IN PRIOR TO THE IN PRIOR TO THE PRIOR TO THE PRIOR TO THE TO THE TO THE THE THE DAMAGES. THIS RESTORATION SHALL BE SUBJECT TO THE THIS RESTORATION SHALL BE SUBJECT TO THE THIS RESTORATION SHALL BE SUBJECT TO THE RESTORATION SHALL BE SUBJECT TO THE RESTORATION SHALL BE SUBJECT TO THE SHALL BE SUBJECT TO THE SHALL BE SUBJECT TO THE BE SUBJECT TO THE BE SUBJECT TO THE SUBJECT TO THE SUBJECT TO THE TO THE TO THE THE THE OWNER'S APPROVAL; MOREOVER, THIS RESTORATION SHALL NOT APPROVAL; MOREOVER, THIS RESTORATION SHALL NOT APPROVAL; MOREOVER, THIS RESTORATION SHALL NOT MOREOVER, THIS RESTORATION SHALL NOT MOREOVER, THIS RESTORATION SHALL NOT THIS RESTORATION SHALL NOT THIS RESTORATION SHALL NOT RESTORATION SHALL NOT RESTORATION SHALL NOT SHALL NOT SHALL NOT NOT NOT BE A BASIS FOR ADDITIONAL COMPENSATION TO THE A BASIS FOR ADDITIONAL COMPENSATION TO THE A BASIS FOR ADDITIONAL COMPENSATION TO THE BASIS FOR ADDITIONAL COMPENSATION TO THE BASIS FOR ADDITIONAL COMPENSATION TO THE FOR ADDITIONAL COMPENSATION TO THE FOR ADDITIONAL COMPENSATION TO THE ADDITIONAL COMPENSATION TO THE ADDITIONAL COMPENSATION TO THE COMPENSATION TO THE COMPENSATION TO THE TO THE TO THE THE THE CONTRACTOR. RESTORATION SHALL INCLUDE, BUT NOT BE RESTORATION SHALL INCLUDE, BUT NOT BE RESTORATION SHALL INCLUDE, BUT NOT BE SHALL INCLUDE, BUT NOT BE SHALL INCLUDE, BUT NOT BE INCLUDE, BUT NOT BE INCLUDE, BUT NOT BE BUT NOT BE BUT NOT BE NOT BE NOT BE BE BE LIMITED TO, REGRASSING, REVEGETATION, REPLACING FENCES, TO, REGRASSING, REVEGETATION, REPLACING FENCES, TO, REGRASSING, REVEGETATION, REPLACING FENCES, REGRASSING, REVEGETATION, REPLACING FENCES, REGRASSING, REVEGETATION, REPLACING FENCES, REVEGETATION, REPLACING FENCES, REVEGETATION, REPLACING FENCES, REPLACING FENCES, REPLACING FENCES, FENCES, FENCES, REPLACING TREES, ETC. 11. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL IS RESPONSIBLE FOR COMPLYING WITH ALL IS RESPONSIBLE FOR COMPLYING WITH ALL RESPONSIBLE FOR COMPLYING WITH ALL RESPONSIBLE FOR COMPLYING WITH ALL FOR COMPLYING WITH ALL FOR COMPLYING WITH ALL COMPLYING WITH ALL COMPLYING WITH ALL WITH ALL WITH ALL ALL ALL APPLICABLE LOCAL, STATE AND FEDERAL STORM WATER LOCAL, STATE AND FEDERAL STORM WATER LOCAL, STATE AND FEDERAL STORM WATER STATE AND FEDERAL STORM WATER STATE AND FEDERAL STORM WATER AND FEDERAL STORM WATER AND FEDERAL STORM WATER FEDERAL STORM WATER FEDERAL STORM WATER STORM WATER STORM WATER WATER WATER POLLUTION PREVENTION LAWS AND ORDINANCES. 12. ALL WORK WITHIN RIGHT-OF-WAY SHALL CONFORM TO GEORGIA ALL WORK WITHIN RIGHT-OF-WAY SHALL CONFORM TO GEORGIA WORK WITHIN RIGHT-OF-WAY SHALL CONFORM TO GEORGIA WORK WITHIN RIGHT-OF-WAY SHALL CONFORM TO GEORGIA WITHIN RIGHT-OF-WAY SHALL CONFORM TO GEORGIA WITHIN RIGHT-OF-WAY SHALL CONFORM TO GEORGIA RIGHT-OF-WAY SHALL CONFORM TO GEORGIA RIGHT-OF-WAY SHALL CONFORM TO GEORGIA SHALL CONFORM TO GEORGIA SHALL CONFORM TO GEORGIA CONFORM TO GEORGIA CONFORM TO GEORGIA TO GEORGIA TO GEORGIA GEORGIA GEORGIA D.O.T. STANDARDS AND SPECIFICATIONS FOR ROADS AND STANDARDS AND SPECIFICATIONS FOR ROADS AND STANDARDS AND SPECIFICATIONS FOR ROADS AND AND SPECIFICATIONS FOR ROADS AND AND SPECIFICATIONS FOR ROADS AND SPECIFICATIONS FOR ROADS AND SPECIFICATIONS FOR ROADS AND FOR ROADS AND FOR ROADS AND ROADS AND ROADS AND AND AND BRIDGES. 13. GEORGIA STANDARDS, SPECIAL DESIGN CULVERT DETAILS AND GEORGIA STANDARDS, SPECIAL DESIGN CULVERT DETAILS AND STANDARDS, SPECIAL DESIGN CULVERT DETAILS AND STANDARDS, SPECIAL DESIGN CULVERT DETAILS AND SPECIAL DESIGN CULVERT DETAILS AND SPECIAL DESIGN CULVERT DETAILS AND DESIGN CULVERT DETAILS AND DESIGN CULVERT DETAILS AND CULVERT DETAILS AND CULVERT DETAILS AND DETAILS AND DETAILS AND AND AND CONSTRUCTION DETAILS REQUIRED FOR THIS PROJECT ARE DETAILS REQUIRED FOR THIS PROJECT ARE DETAILS REQUIRED FOR THIS PROJECT ARE REQUIRED FOR THIS PROJECT ARE REQUIRED FOR THIS PROJECT ARE FOR THIS PROJECT ARE FOR THIS PROJECT ARE THIS PROJECT ARE THIS PROJECT ARE PROJECT ARE PROJECT ARE ARE ARE LISTED IN THE INDEX WITH THE LATEST REVISION DATES, BUT IN THE INDEX WITH THE LATEST REVISION DATES, BUT IN THE INDEX WITH THE LATEST REVISION DATES, BUT THE INDEX WITH THE LATEST REVISION DATES, BUT THE INDEX WITH THE LATEST REVISION DATES, BUT INDEX WITH THE LATEST REVISION DATES, BUT INDEX WITH THE LATEST REVISION DATES, BUT WITH THE LATEST REVISION DATES, BUT WITH THE LATEST REVISION DATES, BUT THE LATEST REVISION DATES, BUT THE LATEST REVISION DATES, BUT LATEST REVISION DATES, BUT LATEST REVISION DATES, BUT REVISION DATES, BUT REVISION DATES, BUT DATES, BUT DATES, BUT BUT BUT ARE NOT INCLUDED AS PART OF THE PLANS. THE CONTRACTOR NOT INCLUDED AS PART OF THE PLANS. THE CONTRACTOR NOT INCLUDED AS PART OF THE PLANS. THE CONTRACTOR INCLUDED AS PART OF THE PLANS. THE CONTRACTOR INCLUDED AS PART OF THE PLANS. THE CONTRACTOR AS PART OF THE PLANS. THE CONTRACTOR AS PART OF THE PLANS. THE CONTRACTOR PART OF THE PLANS. THE CONTRACTOR PART OF THE PLANS. THE CONTRACTOR OF THE PLANS. THE CONTRACTOR OF THE PLANS. THE CONTRACTOR THE PLANS. THE CONTRACTOR THE PLANS. THE CONTRACTOR PLANS. THE CONTRACTOR PLANS. THE CONTRACTOR THE CONTRACTOR THE CONTRACTOR CONTRACTOR CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND MAINTAINING ON BE RESPONSIBLE FOR OBTAINING AND MAINTAINING ON BE RESPONSIBLE FOR OBTAINING AND MAINTAINING ON RESPONSIBLE FOR OBTAINING AND MAINTAINING ON RESPONSIBLE FOR OBTAINING AND MAINTAINING ON FOR OBTAINING AND MAINTAINING ON FOR OBTAINING AND MAINTAINING ON OBTAINING AND MAINTAINING ON OBTAINING AND MAINTAINING ON AND MAINTAINING ON AND MAINTAINING ON MAINTAINING ON MAINTAINING ON ON ON THE PROJECT SITE THE STANDARDS SHOWN IN THE INDEX. FULL PROJECT SITE THE STANDARDS SHOWN IN THE INDEX. FULL PROJECT SITE THE STANDARDS SHOWN IN THE INDEX. FULL SITE THE STANDARDS SHOWN IN THE INDEX. FULL SITE THE STANDARDS SHOWN IN THE INDEX. FULL THE STANDARDS SHOWN IN THE INDEX. FULL THE STANDARDS SHOWN IN THE INDEX. FULL STANDARDS SHOWN IN THE INDEX. FULL STANDARDS SHOWN IN THE INDEX. FULL SHOWN IN THE INDEX. FULL SHOWN IN THE INDEX. FULL IN THE INDEX. FULL IN THE INDEX. FULL THE INDEX. FULL THE INDEX. FULL INDEX. FULL INDEX. FULL FULL FULL SIZE PRINTS MAY BE PURCHASED BY THE CONTRACTOR AT HIS PRINTS MAY BE PURCHASED BY THE CONTRACTOR AT HIS PRINTS MAY BE PURCHASED BY THE CONTRACTOR AT HIS MAY BE PURCHASED BY THE CONTRACTOR AT HIS MAY BE PURCHASED BY THE CONTRACTOR AT HIS BE PURCHASED BY THE CONTRACTOR AT HIS BE PURCHASED BY THE CONTRACTOR AT HIS PURCHASED BY THE CONTRACTOR AT HIS PURCHASED BY THE CONTRACTOR AT HIS BY THE CONTRACTOR AT HIS BY THE CONTRACTOR AT HIS THE CONTRACTOR AT HIS THE CONTRACTOR AT HIS CONTRACTOR AT HIS CONTRACTOR AT HIS AT HIS AT HIS HIS HIS EXPENSE FROM THE GEORGIA DEPARTMENT OF TRANSPORTATION. 14. ITEMS NOT IDENTIFIED WITHIN THIS DETAIL ESTIMATE, BUT ARE ITEMS NOT IDENTIFIED WITHIN THIS DETAIL ESTIMATE, BUT ARE NOT IDENTIFIED WITHIN THIS DETAIL ESTIMATE, BUT ARE NOT IDENTIFIED WITHIN THIS DETAIL ESTIMATE, BUT ARE IDENTIFIED WITHIN THIS DETAIL ESTIMATE, BUT ARE IDENTIFIED WITHIN THIS DETAIL ESTIMATE, BUT ARE WITHIN THIS DETAIL ESTIMATE, BUT ARE WITHIN THIS DETAIL ESTIMATE, BUT ARE THIS DETAIL ESTIMATE, BUT ARE THIS DETAIL ESTIMATE, BUT ARE DETAIL ESTIMATE, BUT ARE DETAIL ESTIMATE, BUT ARE ESTIMATE, BUT ARE ESTIMATE, BUT ARE BUT ARE BUT ARE ARE ARE PART OF THESE PROJECT DOCUMENTS, INCLUDING FRONT END OF THESE PROJECT DOCUMENTS, INCLUDING FRONT END OF THESE PROJECT DOCUMENTS, INCLUDING FRONT END THESE PROJECT DOCUMENTS, INCLUDING FRONT END THESE PROJECT DOCUMENTS, INCLUDING FRONT END PROJECT DOCUMENTS, INCLUDING FRONT END PROJECT DOCUMENTS, INCLUDING FRONT END DOCUMENTS, INCLUDING FRONT END DOCUMENTS, INCLUDING FRONT END INCLUDING FRONT END INCLUDING FRONT END FRONT END FRONT END END END SPECIFICATIONS AND CONSTRUCTION MANAGEMENT RELATED ITEMS (I.E. MOBILIZATION, TEMPORARY FACILITIES, CONSTRUCTION MOBILIZATION, TEMPORARY FACILITIES, CONSTRUCTION MOBILIZATION, TEMPORARY FACILITIES, CONSTRUCTION TEMPORARY FACILITIES, CONSTRUCTION TEMPORARY FACILITIES, CONSTRUCTION FACILITIES, CONSTRUCTION FACILITIES, CONSTRUCTION CONSTRUCTION CONSTRUCTION STAKING, MATERIALS TESTING, NPDES PERMITTING AND MATERIALS TESTING, NPDES PERMITTING AND MATERIALS TESTING, NPDES PERMITTING AND TESTING, NPDES PERMITTING AND TESTING, NPDES PERMITTING AND NPDES PERMITTING AND NPDES PERMITTING AND PERMITTING AND PERMITTING AND AND AND MONITORING, CONSTRUCTION MEETINGS, COMPLETING PUNCH CONSTRUCTION MEETINGS, COMPLETING PUNCH CONSTRUCTION MEETINGS, COMPLETING PUNCH MEETINGS, COMPLETING PUNCH MEETINGS, COMPLETING PUNCH COMPLETING PUNCH COMPLETING PUNCH PUNCH PUNCH LISTS, ETC.) ARE CONSIDERED TO BE PART OF GRADING ETC.) ARE CONSIDERED TO BE PART OF GRADING ETC.) ARE CONSIDERED TO BE PART OF GRADING ARE CONSIDERED TO BE PART OF GRADING ARE CONSIDERED TO BE PART OF GRADING CONSIDERED TO BE PART OF GRADING CONSIDERED TO BE PART OF GRADING TO BE PART OF GRADING TO BE PART OF GRADING BE PART OF GRADING BE PART OF GRADING PART OF GRADING PART OF GRADING OF GRADING OF GRADING GRADING GRADING COMPLETE. 15. THE CONTRACTOR SHALL INSURE THAT POSITIVE AND ADEQUATE THE CONTRACTOR SHALL INSURE THAT POSITIVE AND ADEQUATE CONTRACTOR SHALL INSURE THAT POSITIVE AND ADEQUATE CONTRACTOR SHALL INSURE THAT POSITIVE AND ADEQUATE SHALL INSURE THAT POSITIVE AND ADEQUATE SHALL INSURE THAT POSITIVE AND ADEQUATE INSURE THAT POSITIVE AND ADEQUATE INSURE THAT POSITIVE AND ADEQUATE THAT POSITIVE AND ADEQUATE THAT POSITIVE AND ADEQUATE POSITIVE AND ADEQUATE POSITIVE AND ADEQUATE AND ADEQUATE AND ADEQUATE ADEQUATE ADEQUATE DRAINAGE IS MAINTAINED AT ALL TIMES WITHIN THE PROJECT IS MAINTAINED AT ALL TIMES WITHIN THE PROJECT IS MAINTAINED AT ALL TIMES WITHIN THE PROJECT MAINTAINED AT ALL TIMES WITHIN THE PROJECT MAINTAINED AT ALL TIMES WITHIN THE PROJECT AT ALL TIMES WITHIN THE PROJECT AT ALL TIMES WITHIN THE PROJECT ALL TIMES WITHIN THE PROJECT ALL TIMES WITHIN THE PROJECT TIMES WITHIN THE PROJECT TIMES WITHIN THE PROJECT WITHIN THE PROJECT WITHIN THE PROJECT THE PROJECT THE PROJECT PROJECT PROJECT LIMITS. THIS MAY INCLUDE, BUT IS NOT LIMITED TO, THIS MAY INCLUDE, BUT IS NOT LIMITED TO, THIS MAY INCLUDE, BUT IS NOT LIMITED TO, MAY INCLUDE, BUT IS NOT LIMITED TO, MAY INCLUDE, BUT IS NOT LIMITED TO, INCLUDE, BUT IS NOT LIMITED TO, INCLUDE, BUT IS NOT LIMITED TO, BUT IS NOT LIMITED TO, BUT IS NOT LIMITED TO, IS NOT LIMITED TO, IS NOT LIMITED TO, NOT LIMITED TO, NOT LIMITED TO, LIMITED TO, LIMITED TO, TO, TO, REPLACEMENT OR RECONSTRUCTION OF EXISTING DRAINAGE OR RECONSTRUCTION OF EXISTING DRAINAGE OR RECONSTRUCTION OF EXISTING DRAINAGE RECONSTRUCTION OF EXISTING DRAINAGE RECONSTRUCTION OF EXISTING DRAINAGE OF EXISTING DRAINAGE OF EXISTING DRAINAGE EXISTING DRAINAGE EXISTING DRAINAGE DRAINAGE DRAINAGE STRUCTURES THAT HAVE BEEN DAMAGED OR REMOVED, OR THAT HAVE BEEN DAMAGED OR REMOVED, OR THAT HAVE BEEN DAMAGED OR REMOVED, OR HAVE BEEN DAMAGED OR REMOVED, OR HAVE BEEN DAMAGED OR REMOVED, OR BEEN DAMAGED OR REMOVED, OR BEEN DAMAGED OR REMOVED, OR DAMAGED OR REMOVED, OR DAMAGED OR REMOVED, OR OR REMOVED, OR OR REMOVED, OR REMOVED, OR REMOVED, OR OR OR REGRADING AS REQUIRED BY THE ENGINEER. EXCEPT FOR AS REQUIRED BY THE ENGINEER. EXCEPT FOR AS REQUIRED BY THE ENGINEER. EXCEPT FOR REQUIRED BY THE ENGINEER. EXCEPT FOR REQUIRED BY THE ENGINEER. EXCEPT FOR BY THE ENGINEER. EXCEPT FOR BY THE ENGINEER. EXCEPT FOR THE ENGINEER. EXCEPT FOR THE ENGINEER. EXCEPT FOR ENGINEER. EXCEPT FOR ENGINEER. EXCEPT FOR EXCEPT FOR EXCEPT FOR FOR FOR THOSE DRAINAGE ITEMS SHOWN AT SPECIFIC LOCATIONS IN THE DRAINAGE ITEMS SHOWN AT SPECIFIC LOCATIONS IN THE DRAINAGE ITEMS SHOWN AT SPECIFIC LOCATIONS IN THE ITEMS SHOWN AT SPECIFIC LOCATIONS IN THE ITEMS SHOWN AT SPECIFIC LOCATIONS IN THE SHOWN AT SPECIFIC LOCATIONS IN THE SHOWN AT SPECIFIC LOCATIONS IN THE AT SPECIFIC LOCATIONS IN THE AT SPECIFIC LOCATIONS IN THE SPECIFIC LOCATIONS IN THE SPECIFIC LOCATIONS IN THE LOCATIONS IN THE LOCATIONS IN THE IN THE IN THE THE THE PLANS AND HAVING PAY ITEMS IN THE DETAILED ESTIMATE, NO AND HAVING PAY ITEMS IN THE DETAILED ESTIMATE, NO AND HAVING PAY ITEMS IN THE DETAILED ESTIMATE, NO HAVING PAY ITEMS IN THE DETAILED ESTIMATE, NO HAVING PAY ITEMS IN THE DETAILED ESTIMATE, NO PAY ITEMS IN THE DETAILED ESTIMATE, NO PAY ITEMS IN THE DETAILED ESTIMATE, NO ITEMS IN THE DETAILED ESTIMATE, NO ITEMS IN THE DETAILED ESTIMATE, NO IN THE DETAILED ESTIMATE, NO IN THE DETAILED ESTIMATE, NO THE DETAILED ESTIMATE, NO THE DETAILED ESTIMATE, NO DETAILED ESTIMATE, NO DETAILED ESTIMATE, NO ESTIMATE, NO ESTIMATE, NO NO NO SEPARATE PAYMENT WILL BE MADE FOR ANY COSTS INCURRED PAYMENT WILL BE MADE FOR ANY COSTS INCURRED PAYMENT WILL BE MADE FOR ANY COSTS INCURRED WILL BE MADE FOR ANY COSTS INCURRED WILL BE MADE FOR ANY COSTS INCURRED BE MADE FOR ANY COSTS INCURRED BE MADE FOR ANY COSTS INCURRED MADE FOR ANY COSTS INCURRED MADE FOR ANY COSTS INCURRED FOR ANY COSTS INCURRED FOR ANY COSTS INCURRED ANY COSTS INCURRED ANY COSTS INCURRED COSTS INCURRED COSTS INCURRED INCURRED INCURRED TO COMPLY WITH THIS REQUIREMENT. 16. ALL EXISTING DRAINAGE PIPE LOCATED BENEATH THE EXISTING ALL EXISTING DRAINAGE PIPE LOCATED BENEATH THE EXISTING EXISTING DRAINAGE PIPE LOCATED BENEATH THE EXISTING EXISTING DRAINAGE PIPE LOCATED BENEATH THE EXISTING DRAINAGE PIPE LOCATED BENEATH THE EXISTING DRAINAGE PIPE LOCATED BENEATH THE EXISTING PIPE LOCATED BENEATH THE EXISTING PIPE LOCATED BENEATH THE EXISTING LOCATED BENEATH THE EXISTING LOCATED BENEATH THE EXISTING BENEATH THE EXISTING BENEATH THE EXISTING THE EXISTING THE EXISTING EXISTING EXISTING PAVEMENT, NOT TO BE USED IN FINAL DRAINAGE AND NOT TO BE USED IN FINAL DRAINAGE AND NOT TO BE USED IN FINAL DRAINAGE AND TO BE USED IN FINAL DRAINAGE AND TO BE USED IN FINAL DRAINAGE AND BE USED IN FINAL DRAINAGE AND BE USED IN FINAL DRAINAGE AND USED IN FINAL DRAINAGE AND USED IN FINAL DRAINAGE AND IN FINAL DRAINAGE AND IN FINAL DRAINAGE AND FINAL DRAINAGE AND FINAL DRAINAGE AND DRAINAGE AND DRAINAGE AND AND AND DETERMINED BY THE ENGINEER TO BE SOUND CONDITION, MAY BY THE ENGINEER TO BE SOUND CONDITION, MAY BY THE ENGINEER TO BE SOUND CONDITION, MAY THE ENGINEER TO BE SOUND CONDITION, MAY THE ENGINEER TO BE SOUND CONDITION, MAY ENGINEER TO BE SOUND CONDITION, MAY ENGINEER TO BE SOUND CONDITION, MAY TO BE SOUND CONDITION, MAY TO BE SOUND CONDITION, MAY BE SOUND CONDITION, MAY BE SOUND CONDITION, MAY SOUND CONDITION, MAY SOUND CONDITION, MAY CONDITION, MAY CONDITION, MAY MAY MAY BE LEFT IN PLACE AND SHALL BE PLUGGED WITH CLASS "B" LEFT IN PLACE AND SHALL BE PLUGGED WITH CLASS "B" LEFT IN PLACE AND SHALL BE PLUGGED WITH CLASS "B" IN PLACE AND SHALL BE PLUGGED WITH CLASS "B" IN PLACE AND SHALL BE PLUGGED WITH CLASS "B" PLACE AND SHALL BE PLUGGED WITH CLASS "B" PLACE AND SHALL BE PLUGGED WITH CLASS "B" AND SHALL BE PLUGGED WITH CLASS "B" AND SHALL BE PLUGGED WITH CLASS "B" SHALL BE PLUGGED WITH CLASS "B" SHALL BE PLUGGED WITH CLASS "B" BE PLUGGED WITH CLASS "B" BE PLUGGED WITH CLASS "B" PLUGGED WITH CLASS "B" PLUGGED WITH CLASS "B" WITH CLASS "B" WITH CLASS "B" CLASS "B" CLASS "B" "B" "B" CONCRETE UNLESS OTHERWISE INDICATED IN THE PLANS. ALL UNLESS OTHERWISE INDICATED IN THE PLANS. ALL UNLESS OTHERWISE INDICATED IN THE PLANS. ALL OTHERWISE INDICATED IN THE PLANS. ALL OTHERWISE INDICATED IN THE PLANS. ALL INDICATED IN THE PLANS. ALL INDICATED IN THE PLANS. ALL IN THE PLANS. ALL IN THE PLANS. ALL THE PLANS. ALL THE PLANS. ALL PLANS. ALL PLANS. ALL ALL ALL ALL EXISTING DRAINAGE PIPE NOT TO REMAIN FOR DRAINAGE DRAINAGE PIPE NOT TO REMAIN FOR DRAINAGE DRAINAGE PIPE NOT TO REMAIN FOR DRAINAGE PIPE NOT TO REMAIN FOR DRAINAGE PIPE NOT TO REMAIN FOR DRAINAGE NOT TO REMAIN FOR DRAINAGE NOT TO REMAIN FOR DRAINAGE TO REMAIN FOR DRAINAGE TO REMAIN FOR DRAINAGE REMAIN FOR DRAINAGE REMAIN FOR DRAINAGE FOR DRAINAGE FOR DRAINAGE DRAINAGE DRAINAGE PURPOSES AND NOT LOCATED BENEATH THE EXISTING PAVEMENT AND NOT LOCATED BENEATH THE EXISTING PAVEMENT AND NOT LOCATED BENEATH THE EXISTING PAVEMENT NOT LOCATED BENEATH THE EXISTING PAVEMENT NOT LOCATED BENEATH THE EXISTING PAVEMENT LOCATED BENEATH THE EXISTING PAVEMENT LOCATED BENEATH THE EXISTING PAVEMENT BENEATH THE EXISTING PAVEMENT BENEATH THE EXISTING PAVEMENT THE EXISTING PAVEMENT THE EXISTING PAVEMENT EXISTING PAVEMENT EXISTING PAVEMENT PAVEMENT PAVEMENT ARE TO BE REMOVED. ALL COSTS FOR THE REMOVAL OF THESE TO BE REMOVED. ALL COSTS FOR THE REMOVAL OF THESE TO BE REMOVED. ALL COSTS FOR THE REMOVAL OF THESE BE REMOVED. ALL COSTS FOR THE REMOVAL OF THESE BE REMOVED. ALL COSTS FOR THE REMOVAL OF THESE REMOVED. ALL COSTS FOR THE REMOVAL OF THESE REMOVED. ALL COSTS FOR THE REMOVAL OF THESE ALL COSTS FOR THE REMOVAL OF THESE ALL COSTS FOR THE REMOVAL OF THESE COSTS FOR THE REMOVAL OF THESE COSTS FOR THE REMOVAL OF THESE FOR THE REMOVAL OF THESE FOR THE REMOVAL OF THESE THE REMOVAL OF THESE THE REMOVAL OF THESE REMOVAL OF THESE REMOVAL OF THESE OF THESE OF THESE THESE THESE PIPES ARE TO BE INCLUDED IN THE PRICE BID FOR GRADING ARE TO BE INCLUDED IN THE PRICE BID FOR GRADING ARE TO BE INCLUDED IN THE PRICE BID FOR GRADING TO BE INCLUDED IN THE PRICE BID FOR GRADING TO BE INCLUDED IN THE PRICE BID FOR GRADING BE INCLUDED IN THE PRICE BID FOR GRADING BE INCLUDED IN THE PRICE BID FOR GRADING INCLUDED IN THE PRICE BID FOR GRADING INCLUDED IN THE PRICE BID FOR GRADING IN THE PRICE BID FOR GRADING IN THE PRICE BID FOR GRADING THE PRICE BID FOR GRADING THE PRICE BID FOR GRADING PRICE BID FOR GRADING PRICE BID FOR GRADING BID FOR GRADING BID FOR GRADING FOR GRADING FOR GRADING GRADING GRADING COMPLETE. 17. ALL STORM PIPING SHALL BE CLASS 3, REINFORCED CONCRETE ALL STORM PIPING SHALL BE CLASS 3, REINFORCED CONCRETE STORM PIPING SHALL BE CLASS 3, REINFORCED CONCRETE STORM PIPING SHALL BE CLASS 3, REINFORCED CONCRETE PIPING SHALL BE CLASS 3, REINFORCED CONCRETE PIPING SHALL BE CLASS 3, REINFORCED CONCRETE SHALL BE CLASS 3, REINFORCED CONCRETE SHALL BE CLASS 3, REINFORCED CONCRETE BE CLASS 3, REINFORCED CONCRETE BE CLASS 3, REINFORCED CONCRETE CLASS 3, REINFORCED CONCRETE CLASS 3, REINFORCED CONCRETE 3, REINFORCED CONCRETE 3, REINFORCED CONCRETE REINFORCED CONCRETE REINFORCED CONCRETE CONCRETE CONCRETE PIPE OR HDPE WITH SMOOTH INTERIOR AND GASKETED JOINTS - OR HDPE WITH SMOOTH INTERIOR AND GASKETED JOINTS - OR HDPE WITH SMOOTH INTERIOR AND GASKETED JOINTS - HDPE WITH SMOOTH INTERIOR AND GASKETED JOINTS - HDPE WITH SMOOTH INTERIOR AND GASKETED JOINTS - WITH SMOOTH INTERIOR AND GASKETED JOINTS - WITH SMOOTH INTERIOR AND GASKETED JOINTS - SMOOTH INTERIOR AND GASKETED JOINTS - SMOOTH INTERIOR AND GASKETED JOINTS - INTERIOR AND GASKETED JOINTS - INTERIOR AND GASKETED JOINTS - AND GASKETED JOINTS - AND GASKETED JOINTS - GASKETED JOINTS - GASKETED JOINTS - JOINTS - JOINTS - - - UNLESS OTHERWISE NOTED. 18. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING ALL UTILITY CONTRACTOR IS RESPONSIBLE FOR NOTIFYING ALL UTILITY IS RESPONSIBLE FOR NOTIFYING ALL UTILITY IS RESPONSIBLE FOR NOTIFYING ALL UTILITY RESPONSIBLE FOR NOTIFYING ALL UTILITY RESPONSIBLE FOR NOTIFYING ALL UTILITY FOR NOTIFYING ALL UTILITY FOR NOTIFYING ALL UTILITY NOTIFYING ALL UTILITY NOTIFYING ALL UTILITY ALL UTILITY ALL UTILITY UTILITY UTILITY COMPANIES SUFFICIENTLY BEFORE CONSTRUCTION AND VERIFYING SUFFICIENTLY BEFORE CONSTRUCTION AND VERIFYING SUFFICIENTLY BEFORE CONSTRUCTION AND VERIFYING BEFORE CONSTRUCTION AND VERIFYING BEFORE CONSTRUCTION AND VERIFYING CONSTRUCTION AND VERIFYING CONSTRUCTION AND VERIFYING AND VERIFYING AND VERIFYING VERIFYING VERIFYING LOCATION OF ALL UTILITIES SHOWN OR NOT SHOWN ON THE OF ALL UTILITIES SHOWN OR NOT SHOWN ON THE OF ALL UTILITIES SHOWN OR NOT SHOWN ON THE ALL UTILITIES SHOWN OR NOT SHOWN ON THE ALL UTILITIES SHOWN OR NOT SHOWN ON THE UTILITIES SHOWN OR NOT SHOWN ON THE UTILITIES SHOWN OR NOT SHOWN ON THE SHOWN OR NOT SHOWN ON THE SHOWN OR NOT SHOWN ON THE OR NOT SHOWN ON THE OR NOT SHOWN ON THE NOT SHOWN ON THE NOT SHOWN ON THE SHOWN ON THE SHOWN ON THE ON THE ON THE THE THE PLANS SO AS NOT TO INTERFERE WITH THE SCHEDULE. 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION SHALL BE RESPONSIBLE FOR COORDINATION SHALL BE RESPONSIBLE FOR COORDINATION BE RESPONSIBLE FOR COORDINATION BE RESPONSIBLE FOR COORDINATION RESPONSIBLE FOR COORDINATION RESPONSIBLE FOR COORDINATION FOR COORDINATION FOR COORDINATION COORDINATION COORDINATION AND COST OF THE RELOCATION OF ALL UTILITIES ON SITE COST OF THE RELOCATION OF ALL UTILITIES ON SITE COST OF THE RELOCATION OF ALL UTILITIES ON SITE OF THE RELOCATION OF ALL UTILITIES ON SITE OF THE RELOCATION OF ALL UTILITIES ON SITE THE RELOCATION OF ALL UTILITIES ON SITE THE RELOCATION OF ALL UTILITIES ON SITE RELOCATION OF ALL UTILITIES ON SITE RELOCATION OF ALL UTILITIES ON SITE OF ALL UTILITIES ON SITE OF ALL UTILITIES ON SITE ALL UTILITIES ON SITE ALL UTILITIES ON SITE UTILITIES ON SITE UTILITIES ON SITE ON SITE ON SITE SITE SITE ASSOCIATED WITH THE CONSTRUCTION OF THIS PROJECT, SUCH WITH THE CONSTRUCTION OF THIS PROJECT, SUCH WITH THE CONSTRUCTION OF THIS PROJECT, SUCH THE CONSTRUCTION OF THIS PROJECT, SUCH THE CONSTRUCTION OF THIS PROJECT, SUCH CONSTRUCTION OF THIS PROJECT, SUCH CONSTRUCTION OF THIS PROJECT, SUCH OF THIS PROJECT, SUCH OF THIS PROJECT, SUCH THIS PROJECT, SUCH THIS PROJECT, SUCH PROJECT, SUCH PROJECT, SUCH SUCH SUCH AS, BUT NOT LIMITED TO DRAINAGE STRUCTURES, WATER, BUT NOT LIMITED TO DRAINAGE STRUCTURES, WATER, BUT NOT LIMITED TO DRAINAGE STRUCTURES, WATER, NOT LIMITED TO DRAINAGE STRUCTURES, WATER, NOT LIMITED TO DRAINAGE STRUCTURES, WATER, LIMITED TO DRAINAGE STRUCTURES, WATER, LIMITED TO DRAINAGE STRUCTURES, WATER, TO DRAINAGE STRUCTURES, WATER, TO DRAINAGE STRUCTURES, WATER, DRAINAGE STRUCTURES, WATER, DRAINAGE STRUCTURES, WATER, STRUCTURES, WATER, STRUCTURES, WATER, WATER, WATER, SEWER, TRAFFIC SIGNS, UTILITY POLES, GUY WIRES, ETC. 20.