RFP 26_111 MID BROADWELL UTILITY RELOCATION P.pdf

DRI

VE

GRAVEL

ENTRANCE)(CONSTRUCTIONGRAVEL DRIVE

DRIVE

GRAVEL

LANDSCAPED A

REA

DRI

VE

GRAVEL

GRAVEL

BROKEN

AS

PHALT

GRAVEL (

EDGE

OF

DRI

VE

GRAVEL

WATER

EDGE OF

ELE

V:

.96

BORE

HOLE

#2

JB

JB

JB

JB

T

T

T

PROJECT

LOCATION

REVISIONS

LOCATION SKETCH

OF 1988.

AMERICAN VERTICAL DATUM (NAVD)

1983)/94 WEST ZONE, AND THE NORTH

COORDINATE SYSTEM OF 1984 (NAD

USING THE HORIZONTAL GEORGIA

THIS PROJECT HAS BEEN PREPARED

01-

NTS

CITY OF ALPHARETTA

DEPARTMENT OF PUBLIC WORKS

PLANS PREPARED BY:

UNDER THE SUPERVISION OF:

FAHIM ATTAR, PE

OF ALPHARETTA SPECS, UNLESS OTHERWISE NOTED.

THIS PROJECT WILL BE GOVERNED BY CITY

DESIGN DATA:

TRAFFIC A.A.D.T.: 6,480 (2022)

POSTED SPEED: 40 MPH

MID BROADWELL ROAD

CULVERT AND SIDEWALK DESIGN

EXIST. R/W

EXIST. R/W

E X I S T

R

W

24-123

CONTRACT NO: 24-123

PLAN OF PROPOSED

L.L.

L.L.

L.L.

L.L.

L.L.

L.L.

SPECIFICALLY DIRECTED TO SUBSECTIONS 102.04, 102.05, AND 104.03 OF THE SPECIFICATIONS.

ALPHARETTA DEPARTMENT OF PUBLIC WORKS IN ANY WAY. THE ATTENTION OF BIDDER IS

SAME ARE SHOWN AS INFORMATION ONLY, ARE NOT GUARANTEED, AND DO NOT BIND CITY OF

FIELD INVESTIGATIONS AND ARE BELIEVED TO BE INDICATIVE OF ACTUAL CONDITIONS. HOWEVER, THE

INDICATED THEREBY, WHETHER BY DRAWINGS OR NOTES, OR IN ANY OTHER MANNER, ARE BASED UPON

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

PLANS COMPLETED 08-13-2025

WORK FROM 118+50.00 TO 120+30.00.

118+50.00 AND FROM STA 120+30.00 TO 127+00.00. PHASE TWO INCLUDES ALL

SEPARATELY. PHASE ONE INCLUDES ALL WORK FROM STA 100+00.00 TO STA

THESE PLANS ARE DIVIDED INTO TWO SEPARATE PHASES TO BID

12/31/2025: DWGs 01-0001,02-0001,04-0001

04-0002,05-0001,13-0002,13-0003,17-0001

18-0001,22-0001,23-0006,23-0007,23-0008

23-0009,24-0002,24-0003

1/2/2026: DWGs 44-CS-FC,44-000A,44-000B

44-000C,44-000D,44-0001,44-0002,44-0003

44-0004

OF CREEK

CENTERLINE

OF CREEK

CENTERLINE

FND

R/W MON

FND

R/W MON

DATE$$$

$USER$

$PRF8$

$$PENTABLE$$

$DGN$

GRWCOV

R E

F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

CONCOV

07/31/2015

DRAWING No.

200 400

SCALE IN FEET

0 100

PROJECT NO.

100+00

130+00

CONSTRUCTION C MID BROADWELL ROAD

L

B E T H A N Y

R D P I N D E L L

C I R

B R I E R F I E L

D

R

D

R U

M S

O N

L

N

G R

A M E R C

Y

L

N

J E N N I F E R

O A K S

D

RF

O E

K I L L E R

C R E E

K

T R I B

U T

A R

Y

SUITE 1106, ATLANTA, GA 30361

1201 PEACHTREE ST NE

404-205-8530

E 2248264.674

N 1486815.904

STA 100+00.00

BEGIN PROJECT

E 2250230.603

N 1485133.192

STA 127+00.00

END PROJECT

22.32' RT

STA 100+32.00,

MATCH EXISTING

BEGIN 5' SIDEWALK

BEGIN CONSTRUCTION

14.19' RT

STA 126+59.00,

MATCH EXISTING

END 5' SIDEWALK

END CONSTRUCTION

Fulton County Proposed Waterline Plans

44-CS-FC

LOCATION SKETCH CULVERT AND SIDEWALK DESIGN

MID BROADWELL ROAD

$PRF8$

$$PENTABLE$$

$DGN$

GRWCOV

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

CONCOV

07/31/2015

CONTRACT NO.

DRAWING No.

24-123

REVISION: 1/2/26

Fulton County Proposed Waterline Notes

44-000A

MID BROADWELL ROAD

CULVERT AND SIDEWALK DESIGN

$PRF8$

$$PENTABLE$$

$DGN$

GRWCOV

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

CONCOV

07/31/2015

CONTRACT NO.

Design File and Plot Substitution information

DRAWING No.

(404)713-3217 24 Hour Contact Phone Number

SEWER

(770) 640-3040 24 Hour Contact Phone Number

WATER

Fulton County Emergency Contact Numbers:

SPECIFICATIONS.

SANITARY SEWER LINE SHALL BE TESTED, BY THE CONTRACTOR, PER FULTON COUNTY PUBLIC WORKS, SEWER 10.

PROGRESS.

PROJECT STAGING, PRIOR TO THE PROJECT START-UP, AND WHILE ROAD WORK CONSTRUCTION ACTIVITIES ARE IN

THE CONTRACTOR IS RESPONSIBLE TO PROTECT EXISTING WATER MAINS, VAULTS AND APPURTENANCES DURING 9.

INCLUDED IN BID PRICE OF ADJUSTING VALVE BOX TO GRADE

CONTRACTOR SHALL INSTALL STEM EXTENSION PER FULTON COUNTY STANDARDS AND SPECIFICATIONS, COST SHALL BE

CONTRACTOR SHALL RAISE EXISTING VALVE BOXES AS REQUIRED. IF VALVE BOX BECOMES DEEPER THAN 6’, 8.

FULTON COUNTY STANDARDS AND SPECIFICATIONS.

GRADE, INCLUDING ALL EXISTING AND NEWLY INSTALLED FIRE HYDRANTS WITHIN THE PROJECT LIMITS, AS REQUIRED BY INSTALLED SANITARY SEWER MANHOLES, EXISTING AND NEWLY INSTALLED WATER METERS TO PROJECT’S FINISH

CONTRACTOR SHALL RAISE ALL EXISTING AND NEWLY INSTALLED WATER VALVE BOXES, EXISTING AND NEWLY 7.

ACCORDANCE WITH FULTON COUNTY STANDARD.

SERVICE DISRUPTION, DUE TO PROJECT ACTIVITIES (I.E. WATER MAIN SHUT-OFF, ISOLATION AND SERVICE TIE-IN), IN

CONTRACTOR IS RESPONSIBLE TO NOTIFY WATER CUSTOMERS AND PUBLIC, SEVEN (7) DAYS PRIOR TO WATER 6.

COORDINATED WITH FULTON COUNTY PROJECT MANAGER.

SERVICE TIE-INS FOR COMMERCIAL SITES & SUBDIVISION MAINS MUST BE PERFORMED AT NIGHT AND SHALL BE 5.

TO PERFORMING THE WORK.

EXISTING PIPES CUT AND PLUG LOCATIONS SHALL BE COORDINATED WITH FULTON COUNTY PROJECT MANAGER PRIOR AND PLUGS TO EXISTING WATER PIPE, AND IT SHALL BE INCLUDED IN THE PROJECT’S WATER UTILITY BID ITEM. THE FEET UNIT PRICE FOR NEW PIPES. THE CONTRACTOR SHALL PROVIDE UNIT PRICE FOR AN ESTIMATED AMOUNT OF CUTS

THE CONTRACTOR SHALL NOT INCLUDE THE PAYMENT FOR CUT AND PLUG OF EXISTING PIPE INTO THE LINEAR 4.

DELIVERED TO THE FULTON COUNTY DEPARTMENT OF WATER AND SEWER MAINTENANCE DIVISION.

ALL EXISTING FIRE HYDRANTS AND VALVES REMOVED DUE TO ROAD CONSTRUCTION SHALL BE SALVAGED AND 3.

EXISTING SERVICE LINES AS THEY EXIT THE RIGHT OF WAY OR EASEMENT.

SHALL BE CONNECTED TO THE NEWLY INSTALLED WATER LINE. RELOCATED METERS SHALL BE PLACED ON TOP OF CONNECT EXISTING WATER SERVICE LINES AND WATER METERS TO WATER MAIN. ALL EXISTING WATER LINE SERVICES METER LOCATIONS, PRIOR TO THEIR RELOCATION, DURING CONSTRUCTION. CONTRACTOR SHALL RECONNECT AND/OR

EXISTING WATER METER LOCATIONS ARE APPROXIMATE. THE CONTRACTOR SHALL FIELD VERIFY EXISTING WATER 2.

SHALL COORDINATE ALL WATER UTILITY WORK WITH FULTON COUNTY PROJECT MANAGER.

IS RESPONSIBLE TO SALVAGE ALL OLD WATER METERS, AND DELIVER THEM TO FULTON COUNTY. THE CONTRACTOR

CONTRACTOR TO INSTALL WATER METERS ON FIRE LINES, INCLUDING VAULT AND BYPASS PIPING. CONTRACTOR 1.

FULTON COUNTY GENERAL NOTES

REVISION DATES

AND LOCKABLE.

21. ANY MANHOLE RING AND COVER THAT IS LOCATED IN THE PAVEMENT SHALL BE TRAFFIC RATED

PROJECT MANAGER.

SERVICE. CONTRACTOR TO COORDINATE THIS WORK WITH THE FULTON COUNTY CONSTRUCTION

20. AS NEEDED, INSERTION VALVES MAY NEED TO BE INSTALLED TO PROVIDE UNINTERUPTED WATER

BY THE CONTRACTOR, PER FULTON COUNTY PUBLIC WORKS SPECIFICATIONS.

19. THE INSTALLED WATERLINE SYSTEM SHALL BE PRESSURE AND BACTERIA TESTED AND PAID FOR

BEFORE CONSTRUCTION AND ANY INSTALLATION OF PROPOSED WATERLINE, INCLUDING IT'S SIZE.

G.I.S., THEREFORE, IT'S CURRENT SITE LOCATION SHALL BE FIELD VERIFIED BY THE CONTRACTOR

18. THE EXISTING WATERLINE LOCATION SHOWN ON PROJECT DRAWINGS MAY BE PER THE COUNTY

ALPHARETTA, GA. 30009

11575 MAXWELL ROAD

FULTON COUNTY AT,

ALL REMOVED OLD WATER VALVES, METERS, AND FIRE HYDRANTS SHALL BE DELIVERED TO 17.

(MINIMAL THICKNESS 6 INCHES; WITH #5 REBAR LAID IN BOTH DIRECTIONS ON CENTER).

16. ALL WATERLINE LOCATIONS WITH LESS THAN 4 FEET OF COVERAGE TO HAVE A CONCRETE SLAB

15.WET TAP OR STRAIGHT TIE-IN WITH GATE VALVE DEPENDING ON THE SITUATION IN THE FIELD.

THE STORM SEWER LINE.

ARE TO HAVE A CONCRETE PAD (3' X 3' X 6") PLACE ABOVE THE EXISTING WATERLINE AND UNDER

EXISTING WATERLINES LOCATED LESS THAN 3 FEET BENEATH A PROPOSED STORM SEWER LINE 14.

COORDINATION, AND LOCATION.

UNIT COST, AND ESTIMATED QUANTITY, FOR EXISTING WATER LINE FIELD VERIFICATION,

THE CONTRACTOR SHALL INCLUDE IN THEIR SUBMITTED BID DOCUMENT, A BID ITEM WITH ITS 13.

CONDITION.

ANY DESCRIPENCIES PRIOR TO CONSTRUCTION START, DUE TO THE PROJECT’S SITE CURRENT

THE CONTRACTOR SHALL NOTIFY FULTON COUNTY PUBLIC WORKS PROJECT MANAGER OF 12.

AS-BUILT WATER LINE DRAWINGS ON SITE.

CONTRACTOR STAFF, AND THE CONTRACTOR IS REQUIRED TO FURNISH A COPY OF THE SUBMITTED

APPROVAL PROCESS SHALL INCLUDE ONSITE INSPECTION WALK THROUGH, WITH COUNTY AND

TO THE COUNTY PROJECT MANAGER FOR REVIEW AND APPROVAL. THE COUNTY REVIEW AND

LINE AS-BUILT DRAWINGS ARE UPDATED, COMPLETED, AND ARE SUBMITTED, BY THE CONTRACTOR PUBLIC WORKS, WATER SERVICES DIVISION, AND PROJECT MANAGER, UNLESS THE PROJECT’S WATER

ALL INSTALLED WATER LINE SYSTEMS WILL NOT BE ACCEPTED BY THE FULTON COUNTY, 11.

FULTON COUNTY PUBLIC WORKS, WATER SPECIFICATIONS.

WATER LINE SYSTEMS SHALL BE PRESSURE AND BACTERIA TESTED, BY THE CONTRATOR, PER 10.

WATER SERVICE DIVISION.

ALL TAPS SHALL BE DIRECT TAPS, OR AS APPROVED BY FULTON COUNTY PUBLIC WORKS, 9.

FULTON COUNTY SPECIFICATIONS AND STANDARDS.

THE CONTRACTOR SHALL INSTALL 300 PSI CURB STOPS AND CORPS STOPS AS REQUIRED PER 8.

MAIN.

CONCRETE FOR THURST BLOCKS AND ANCHORS SHALL BE INCLUDED IN THE PRICE BID FOR WATER

CONCRETE BLOCKING SHALL BE PLACED AT ALL BENDS, TEES, FITTINGS AND PLUGS. COST OF 7.

HYDRANTS.

CONCRETE VALVE MARKERS ARE TO BE INSTALLED AT ALL WATER VALVES, EXCEPT AT FIRE 6.

PUBLIC WORKS WATER SERVICE DIVISION.

ALL FIRE HYDRANTS ARE TO BE 3-WAY 5-1/4”TYPE, OR AS APPROVED BY FULTON COUNTY 5.

PAVEMENT SURFACE.

FINISHED GROUND SURFACE, AND A MINIMUM OF FIVE (5) FEET BELOW THE FINISHED ROADWAY

WATER LINES SHALL BE INSTALLED WITH A MINIMUM COVER OF FOUR (4) FEET BELOW THE 4.

(GAUPC.COM), BEFORE INITIATING ANY EXCAVATION.

THE CONTRACTOR SHALL CONTACT GEORGIA UTILITIES PROTECTION CENTER AT 3.

CONSTRUCTION ACTIVITIES.

WATER AND SEWER DIVISION TWENTY FOUR (24) HOURS PRIOR TO THE START OF WATER LINE

THE CONTRACTOR IS RESPONSIBLE TO NOTIFY FULTON COUNTY PUBLIC WORKS DEPARTMENT 2.

STANDARDS AND SPECIFICATIONS.

ALL WORK ACTIVITIES AND MATERIALS SHALL CONFORM TO CURRENT FULTON COUNTY 1.

WATER DISTRIBUTION NOTES

24-123

12. ALL COST ASSOCIATED WITH SAW CUTS TO BE INCLUDED IN THE UNIT COST FOR PIPE INSTALLATION.

TO BE PREAPPROVED BY FULTON COUNTY WATER PROJECT MANAGER.

11. DURING CONSTRUCTION, ANY UTILITY CONFLICT(S) THAT MAY CHANGE THE ORIGINAL DESIGN PLANS WILL NEED

CONTACT FC PROJECT MANAGER.

HTTPS://WWW.FULTONCOUNTYGA.GOV/SERVICES/VIEW-CONSTRUCTION-STANDARD-DETAILS. IF NOT FOUND, FULTON COUNTY'S STANDARD DRAWINGS CAN BE FOUND AT, WEBSITE:

BE INCLUDED IN THE UNIT COST FOR INSTALLING THE WATERLINE.

10. ELECTRONIC LOCATER TAPE TO BE INSTALLED 2 FT ABOVE AND ALONG THE PIPE. COST OF ELECTRONIC TAPE SHALL

9. ALL ABANDONED WATER LINES LARGER THAN 6" I.D. SHALL BE FILLED WITH FLOWABLE FILL.

8. THE MINIMUM COVER OF FOUR (4) FEET IS REQUIRED OVER THE PROPOSED WATER LINE FROM THE FINISHED GRADE.

7. ALL STEEL CASINGS ARE TO EXTEND MINIMAL 3 FEET BEYOND BACK OF CURB.

6. THE PROPOSED WATER LINE (D.I.P) SHALL BE PRESSURE CLASS 350 PSI, AND THICKNESS CLASS 51, MADE IN U.S.A.

PROJECT MANAGER; SEE DETAIL FOR ONE/TWO WAY FLOW.

AT EVERY OTHER FIRE HYDRANT) AND/OR AS PER CURRENT INSTALLATION CONDITION APPROVED BY FULTON COUNTY

5. THE CONTRACTOR SHALL INSTALL ALONG THE NEW WATER LINE ISOLATION GATE VALVES AT 800 FEET INTERVALS (I.E.

CONTRACTOR TO INSTALL AIR RELEASE VALVES AND BLOW OFF VALVES AT NO SEPARATE COST.

4. ALL FIRE HYDRANTS SHALL BE INSTALLED AT 400 FEET INTERVALS ALONG THE NEWLY INSTALLED WATER LINE.

HORIZONTAL AND VERTICAL LOCATIONS, PRIOR TO THE COMMENCEMENT OF THE PROJECT.

APPROXIMATE LOCATIONS; THEREFORE, THE CONTRACTOR SHALL FIELD LOCATE AND VERIFY THEIR EXISTING

3. THE EXISTING WATER AND SANITARY SEWER UTILITIES LOCATIONS SHOWN ON THE CONSTRUCTION DRAWINGS ARE

METERS TO BE PLACED JUST OUTSIDE THE R/W.

2. ALL EXISTING WATER LINE SERVICES SHALL BE CONNECTED TO THE NEWLY INSTALLED WATER LINE. ALL WATER

WILL BE INCLUDED IN THE OVERALL BID PRICE OF THE PROJECT.

LOCATION, SIZE, AND MATERIAL TYPE INCLUDING ALL EXISTING SANITARY SEWER MANHOLES. COST FOR VERIFICATION

1. ALL EXISTING WATER LINES, VALVES, VALVE BOXES, METER BOXES SHALL BE FIELD LOCATED AND VERIFIED, FOR

FULTON COUNTY UTILITY NOTES:

BID COST.

BACKFLOW PREVENTOR. BIDDERS SHALL IDENTIFY THIS ITEM AND UNIT PRICE INTO PROJECT TOTAL

THE INSTALLATION AND COSTING OF WATER METERS BELOW 1 1/2 INCH SERVICE, EXCLUDES 23.

BID COST.

BACKFLOW PREVENTOR. BIDDERS SHALL IDENTIFY THIS ITEM AND UNIT PRICE INTO PROJECT TOTAL

THE INSTALLATION AND COSTING OF WATER METERS BELOW 1 1/2 INCH, INCLUDES 22.

DELAY.

EASEMENT UNTO THE OWNERS PROPERTY BY THE CONTRACTOR TO MINIMIZE CONSTRUCTION

FULTON COUNTY PROJECT MANAGER, RELOCATED AND INSTALLED OUT OF RIGHT OF WAY OR

RELOCATED AND INSTALLED OUT OF THE ROADWAY RIGHT OF WAY, MAYBE, AT THE APPROVAL OF

OWNER, PRIOR TO CONSTRUCTION. BACKFLOW PREVENTORS AND VAULTS THAT ARE NOT

BACKFLOW PREVENTOR, WITH VAULT SHALL BE RELOCATED AND INSTALLED BY THE PROPERTY

NOTES: BACKFLOW PREVENTOR FOR WATER SERVICE GREATER THAN 1 1/2 INCH.

1/2/26

44-000B

FULTON COUNTY PUBLIC WORKS

STANDARD DETAILS

$PRF8$

$$PENTABLE$$

$DGN$

GRWCOV

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

CONCOV

07/31/2015

CONTRACT NO.

DRAWING No.

44-000C

$PRF8$

$$PENTABLE$$

$DGN$

GRWCOV

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

CONCOV

07/31/2015

DRAWING No.

24-123

(NTS)

FH INSTALL W/ 2 WAY FEED

(NTS)

FH INSTALL W/ 1 WAY FEED

FLOWFLOW FLOW

6" VALVE

6" VALVE

WATER VALVE MARKER - FULTON COUNTY STANDARD DETAIL 821

STUB OUT DETAIL - FULTON COUNTY STANDARD DETAIL 124

STRUCTURE ADJUSTMENT - FULTON COUNTY STANDARD DETAIL 105

HTTPS://WWW.FULTONCOUNTYGA.GOV/SERVICES/VIEW-CONSTRUCTION-STANDARD-DETAILS

CONTRACT NO.

FLOWFLOW

FLOW

VALVES (3)

W/ 2 WAY FEED (NTS)

WATERLINE INSTALL

VALVES (2)

W/ 1 WAY FEED (NTS)

WATERLINE INSTALL

44-000D

$PRF8$

$$PENTABLE$$

$DGN$

GRWCOV

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

CONCOV

07/31/2015

CONTRACT NO.

DRAWING No.