3-RFP 26-111 MID BROADWELL UTILITY RELOCATION PLANS.pdf
PDF 6 MB Posted
- Attached to
- MID BROADWELL CULVERT & SIDEWALK CONSTRUCTION
- Solicitation number
- 26-111
- Issued by
- Fulton County, Georgia
About this file
This file contains utility relocation plans and specifications for the City of Alpharetta Department of Public Works and Fulton County for the Mid Broadwell Road Culvert and Sidewalk Construction project located between Jennifer Oaks Drive and Bethany Road in Alpharetta, Georgia. The project involves the design and construction of utility relocations, including water distribution systems, sanitary sewer lines, and related infrastructure along Mid Broadwell Road. The work is divided into two separate phases for bidding purposes: Phase One encompasses work from station 100+00.00 to station 118+50.00 and from station 120+30.00 to station 127+00.00, while Phase Two includes work from station 118+50.00 to station 120+30.00. Contract number 24-123 contains multiple drawing packages with revision dates of December 31, 2025, and January 2, 2026, indicating the project staging and phased construction approach. The project area involves a road segment with an average annual daily traffic count of 6,480 vehicles and a posted speed limit of 40 miles per hour.
The specifications detail comprehensive requirements for water utility work performed by the contractor, including installation of 300 PSI pressure class water distribution lines with minimum four-foot cover below finished grade, pressure and bacteria testing of all waterline systems, relocation of existing water meters and valves to project finish grade, and coordination with Fulton County Public Works departments for water service and sewer maintenance divisions. The contractor is responsible for field verification of all existing utility locations shown on construction drawings, protection of existing water mains and appurtenances during construction, notification of water customers seven days prior to service disruptions, and delivery of salvaged fire hydrants and valves to Fulton County. Additional requirements include installation of isolation gate valves at 800-foot intervals, fire hydrants at 400-foot intervals, concrete blocking at all bends and fittings, electronic locator tape installation, and compliance with Fulton County standards and specifications. The contractor must coordinate with the Fulton County Project Manager for any utility conflicts discovered during construction and submit as-built water line drawings for review and approval prior to final project acceptance.
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DRI
VE
GRAVEL
ENTRANCE)(CONSTRUCTIONGRAVEL DRIVE
DRIVE
GRAVEL
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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$$$
$USER$
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DRAWING No.
200 400
SCALE IN FEET
0 100
PROJECT NO.
100+00
130+00
CONSTRUCTION C MID BROADWELL ROAD
L
B E T H A N Y
R D P I N D E L L
C I R
B R I E R F I E L
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SUITE 1106, ATLANTA, GA 30361
1201 PEACHTREE ST NE
404-205-8530
E 2248264.674
N 1486815.904
STA 100+00.00
BEGIN PROJECT
E 2250230.603
N 1485133.192
STA 127+00.00
END PROJECT
22.32' RT
STA 100+32.00,
MATCH EXISTING
BEGIN 5' SIDEWALK
BEGIN CONSTRUCTION
14.19' RT
STA 126+59.00,
MATCH EXISTING
END 5' SIDEWALK
END CONSTRUCTION
Fulton County Proposed Waterline Plans
44-CS-FC
LOCATION SKETCH CULVERT AND SIDEWALK DESIGN
MID BROADWELL ROAD
$PRF8$
$$PENTABLE$$
$DGN$
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CONTRACT NO.
DRAWING No.
24-123
REVISION: 1/2/26
Fulton County Proposed Waterline Notes
44-000A
MID BROADWELL ROAD
CULVERT AND SIDEWALK DESIGN
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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
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CONTRACT NO.
DRAWING No.
44-000C
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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
$PRF8$
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CONTRACT NO.
DRAWING No.
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