25-04JS Plans.pdf
PDF 11 MB Posted
- Attached to
- Valve Replacement Project FY24 State and local contract opportunity
- Solicitation number
- 25-04JS
- Issued by
- Sarasota County, Florida
About this file
This document is a set of construction plans for the City of Sarasota Utilities Department's Valve Replacement Project FY24, a citywide infrastructure improvement initiative. The project involves replacing water utility valves at eight specific locations across Sarasota: Cocoanut Avenue and 17th Street, Bird Key Drive and Wild Turkey Lane, Lemon Avenue and Boulevard of the Arts, Lemon Avenue and 10th Street, Siesta Drive and La Paloma Avenue, and Tuttle Avenue and Floyd Street. The project encompasses valve removals, installations, connections to existing infrastructure, and associated restoration of asphalt, concrete, sidewalks, and landscaping. The work is designed to maintain the integrity of the city's water, wastewater, and reclaimed water systems.
The project is funded through the City of Sarasota's utilities department budget and will be executed under the engineering oversight of Georges Nicolas, P.E. The contractor will be responsible for all aspects of the valve replacements, including traffic control, utility protection, dewatering, erosion control, and restoration of affected areas. Key requirements include maintaining two-way traffic, restoring access to structures and businesses, providing temporary traffic control, and coordinating with various utility providers listed in the document, such as Florida Power and Light, Frontier Communications, and TECO. The project specifications emphasize careful excavation, proper valve installation, and comprehensive site restoration to match existing conditions.
View the file
Other files for this state and local contract opportunity
| File | Type | Posted |
|---|---|---|
| ITBCON.pdf | ||
| 25-04JS Electronic Bid Form.xlsx | XLSX spreadsheet | |
| 25-04JS Technical Specifications.pdf | ||
| 25-04JS Exhibit A - Minimum Qualifications and Required Forms.pdf |
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Text version
ON
LY
CITY WIDE PROJECTS
COSUD PROJECT #00-2703
CITY OF SARASOTA VICINITY MAP
UTILITIES PROVIDERS LIST
1. GREG COKER
FLORIDA POWER AND LIGHT
1253 12TH AVENUE EAST
PALMETTO, FLORIDA 34221
(941) 723-4430
2. RANDY ALFORD
FRONTIER COMMUNICATIONS
1701 RINGLING BLVD.
SARASOTA, FLORIDA 34236
(941) 773-0077
3. ALEX MCFARLANE
TECO - PEOPLES GAS
8261 VICO COURT
SARASOTA, FLORIDA 34240
(813) 557-6134
4. ASHLEY WOODS
COMCAST CABLEVISION OF FLORIDA
5205 FRUITVILLE ROAD
SARASOTA, FLORIDA 34232
(941) 356-1489
5. DANNY HASKETT
CROWN CASTLE FIBER
9250 W. FLAGLER STREET
MIAMI, FLORIDA 33174
(941) 552-2931
6. KELLI WHITEHEAD
LEVEL 3 COMMUNICATIONS, LLC.
1025 ELDORADO BLVD.
BROOMFIELD, COLORADO 80021
(941) 888-4988
7. JOSH WELCH
CITY OF SARASOTA UTILITIES
1750 12TH STREET
SARASOTA, FLORIDA 34236
(941) 263-6884
8. ROBERT BRESCIANI
SARASOTA COUNTY STORMWATER
1001 SARASOTA CENTER BLVD.
SARASOTA, FLORIDA 34240
(941) 861-0908
ENGINEER : GEORGES NICOLAS, P.E.
print name
LICENSE #: 84311
ENGINEER: __________________
signature
DATE: __________________
VALVE REPLACEMENT PROJECT FY24
PROJECT INFO
CALL 2 FULL
BUSINESS DAYS
BEFORE YOU DIG
IT'S THE LAW!
DIAL 811
SUNSHINE STATE ONE CALL OF FLORIDA, INC.
Know what's below.
Call before you dig.
CITY OF SARASOTA UTILITIES - SARASOTA, FLORIDA
CONSTRUCTION
PLANS
G-01
SHEET LIST TABLE
SHEET NUMBER SHEET TITLE
G-01 COVER SHEET
G-02 GENERAL UTILITIES NOTES
G-03 GENERAL VALVE REPLACEMENT AND ABANDONMENT LOCATIONS
C-01 COCOANUT AVENUE AND 17TH STREET VALVE REPLACEMENTS
C-02 BIRD KEY DRIVE AND WILD TURKEY LANE VALVE REPLACEMENTS
C-03 LEMON AVENUE AND BOULEVARD OF THE ARTS VALVE REPLACEMENTS
C-04 LEMON AVENUE AND 10TH STREET VALVE REPLACEMENT
C-05 SIESTA DRIVE AND LA PALOMA AVENUE VALVE REPLACEMENTS
C-06 TUTTLE AVENUE AND FLOYD STREET VALVE REPLACEMENT
D-01 UTILITIES STANDARD DETAILS
D-02 UTILITIES STANDARD DETAILS (2)
SARASOTA CITY COMMISSION
PROJECT LOCATIONS
COMMISSIONER
COMMISSIONER
COMMISSIONER
VICE MAYOR
JEN AHEARN-KOCH
KYLE BATTIE
LIZ ALPERT
JEN AHEARN-KOCH
DEBBIE TRICE
MAYOR
Tallahassee
Tampa
Miami
Jacksonville
Orlando
Pensacola
Fruitville Rd
U S
U S
41 U S
John Ringling Blvd
ENGINEER OF RECORD:
GEORGES NICOLAS, P.E.
CITY OF SARASOTA UTILITIES
1750 12TH STREET
SARASOTA, FLORIDA 34236
941-263-6884 X36136
PROJECT MANAGER:
TERESA TURNER
CITY OF SARASOTA UTILITIES
1750 12TH STREET
SARASOTA, FLORIDA 34236
941-263-6884 X36262
FRUITVILLE ROAD
BLVD OF THE ARTS
10TH ST
FRUITVILLE ROAD
17TH ST
12TH ST
MOUND ST
BI
R
D K
EY
D
R
SIESTA DR
FLOYD ST
TU
TT
LE
A
VE
S
TA
M
IA
M I T
R W
AS
H
IN
G
TO
N
B
LV
D
N T
AM
IA
M I T
R
AutoCAD SHX Text
1705 COCOANUT AVE
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1277 17TH ST
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1271 17TH ST
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1257 17TH ST
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1627 COCOANUT AVE
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1264 17TH ST
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1254 17TH ST
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1234 17TH ST
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1719 COCOANUT AVE
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1621 COCOANUT AVE
AutoCAD SHX Text 1274 17th ST
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1244 17TH ST
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1620 N. TAMIAMI TRAIL A
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1005 S ORANGE AVE.
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993 S ORANGE AVE.
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1002 S ORANGE AVE.
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980 S ORANGE AVE.
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545 BIRD KEY DR.
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546 BIRD KEY DR.
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545 BIRD KEY DR.
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562 BIRD KEY DR.
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1490 BLVD OF THE ARTS
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628 N. LEMON AVE
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672 N. LEMON AVE
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1500 BLVD OF THE ARTS
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SIDEWALK AND CURB RESTORATION
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AutoCAD SHX Text N.T.S.
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DRIVEWAY RESTORATION
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AutoCAD SHX Text N.T.S.
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GRAPHIC SCALE
AutoCAD SHX Text 4000'
AutoCAD SHX Text 2000'
AutoCAD SHX Text 1000'
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AutoCAD SHX Text 1" = 2000'
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CITY
AutoCAD SHX Text
OF
AutoCAD SHX Text
CITY OF SARASOTA
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CITY BOUNDARY
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COASTAL LINE
AutoCAD SHX Text
PROJECT LOCATIONS
AutoCAD SHX Text
SARASOTA COUNTY
GENERAL UTILITY
NOTES
G-02
DATE
AS SHOWN
DATE:No. REVISIONS DATE BY CHECKED BY
DESIGNED BY
DRAWN BY
LICENSED PROFESSIONAL
SHEET NUMBER
No. REVISIONS DATE BY
SCALE AS SHOWN
CHECKED BY DATE:
GEORGES M. NICOLAS, P.E.
#84311
OCT 2024
TT
TT
GMN CITY OF SARASOTA
FLORIDA LICENSE NUMBER
FLORIDA ____
CITY OF SARASOTA
UTILITIES DEPARTMENT
1750 12TH St
SARASOTA, FL 34236
Phone: 941-365-2200
COS PROJECT
00-2703
VALVE REPLACEMENT PROJECT FY24
GENERAL
1. THE UTILITY IMPROVEMENTS AND ADJUSTMENTS SHOWN ON THESE PLANS ARE INTENDED TO MAINTAIN THE INTEGRITY OF COS UTILITIES WATER, WASTEWATER AND RECLAIMED WATER SYSTEMS. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH COS UTILITIES STANDARDS. THE PLANS DO NOT INCLUDE WORK PERFORMED ON OR FOR
UTILITY SYSTEMS OWNED BY OTHERS, UNLESS STATED OTHERWISE ON THE PLANS.
2. CONTRACTOR IS RESPONSIBLE FOR CHECKING ACTUAL SITE CONDITIONS BEFORE STARTING CONSTRUCTION.
3. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE
COMMENCING WORK.
4. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN SHALL BE MADE WITHOUT PRIOR WRITTEN APPROVAL BY THE
ENGINEER.
5. ONLY COS UTILITIES SHALL OPERATE WATER, WASTEWATER, AND RECLAIMED WATER VALVES. THE CONTRACTOR SHALL
COORDINATE VALVE OPERATION WITH COS UTILITIES.
NOTIFICATIONS AND COORDINATION
1. COSUD UTILITIES 941-263-6884 SHALL BE NOTIFIED BY THE CONTRACTOR FOR PIPE EMERGENCIES. FOR PUBLIC WORKS
AFTER HOURS EMERGENCIES CALL (941)-263-6450.
2. COS UTILITIES SHALL BE NOTIFIED AT LEAST FIVE (5) DAYS PRIOR TO ANY CONSTRUCTION ACTIVITY WITHIN PROXIMITY OF
ITS FACILITIES.
3. CONNECTIONS TO EXISTING FACILITIES SHALL BE MADE IN THE PRESENCE OF THE COS UTILITIES. THE CONTRACTOR SHALL GIVE AT LEAST FIVE (5) BUSINESS DAYS NOTICE TO ALL PARTIES CONCERNED PRIOR TO BEGINNING WORK.
4. CONTRACTOR SHALL NOTIFY PROPERTY OWNER(S) AND COS UTILITIES FIVE (5) BUSINESS DAYS IN ADVANCE OF ALL
PLANNED UTILITY INTERRUPTION OR DRIVEWAY CUTS.
5. THE CONTRACTOR SHALL IMMEDIATELY CONTACT COS UTILITIES IF COS UTILITIES ARE DAMAGED AND BE RESPONSIBLE FOR THE REPAIR OF ALL DAMAGES TO COS UTILITIES MAINS AND FACILITIES AT THE CONTRACTOR'S EXPENSE. IF THE REPAIR IS NOT MADE IN A TIMELY MANNER, AS DETERMINED BY COS UTILITIES, COS UTILITIES MAY PERFORM REQUIRED REPAIRS AND CLEANUP. THE CONTRACTOR WILL BE CHARGED FOR ALL EXPENSES ASSOCIATED WITH REPAIRS.
6. THE CONTRACTOR SHALL COORDINATE ALL LIFT STATION OPERATION AND SHUT DOWN CONTROL WITH COS UTILITIES.
THE CONTRACTOR SHALL PROVIDE FOR ALL BYPASSING AND/OR HAULING OF WASTEWATER DURING THE INTERRUPTION
OF FLOWS AND CONNECTIONS WITH EXISTING WASTEWATER SYSTEMS.
PROTECTION OF EXISTING UTILITIES AND OTHER IMPROVEMENTS
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES, STRUCTURES, OR UTILITIES
CAUSED BY CONSTRUCTION OPERATIONS.
2. CONTRACTOR SHALL BE RESPONSIBLE, AT HIS COST, TO COORDINATE THE SUPPORT AND HOLDING UP OF ALL UTILITY
POLES, SIGNS AND OTHER EXISTING UTILITIES.
3. CONTRACTOR SHALL COORDINATE WITH POWER COMPANY AND OTHER AERIAL UTILITY OWNERS TO PROTECT OVERHEAD UTILITIES DURING CONSTRUCTION, AND TO SUPPLY TEMPORARY ELECTRICITY NEEDED BY THE CONTRACTOR DURING
CONSTRUCTION.
4. THE CONTRACTOR SHALL USE METAL DETECTOR, PROBE, GROUND PENETRATING RADAR AND OTHER NON-DESTRUCTIVE
METHODS TO LOCATE ALL EXISTING LINES PRIOR AND DURING EXCAVATION.
5. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN EXCAVATING IN PROXIMITY OF WATER MAINS, WASTEWATER FORCE MAINS AND GRAVITY MAINS, GAS UTILITIES, AND RECLAIMED WATER MAINS.
6. THE CONTRACTOR SHALL NOTIFY SUNSHINE 811 (1-800-432-4770) AT LEAST 2 FULL BUSINESS DAYS (48 HOURS) PRIOR TO CONSTRUCTION OPERATIONS OR CONTACT THE UTILITY COMPANIES INDIVIDUALLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT EXISTING UTILITIES FROM DAMAGE. EXPLORATORY EXCAVATION MAY BE REQUIRED PRIOR TO CONNECTION TO EXISTING UTILITIES. THE CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY THRUST RESTRAINTS AT BENDS AND TEES IN EXISTING UTILITY MAINS AND OTHER PRESSURIZED CONDUITS IN PROXIMITY TO THEIR EXCAVATIONS AS REQUIRED TO PREVENT ANY DISLODGMENT, SEPARATION OR LEAKAGE OF THESE FACILITIES.
7. UTILITIES AND STRUCTURES SHOWN ON THE DRAWINGS NOT TO BE REMOVED AND REPLACED OR RELOCATED, SHALL BE PROTECTED IN PLACE AND UTILITY SERVICE SHALL BE MAINTAINED. WHERE TEMPORARY CONFLICTS OCCUR BETWEEN EXISTING UTILITIES AND THE NEW CONSTRUCTION, THE CONTRACTOR SHALL PROTECT IN PLACE OR RELOCATE THE UTILITIES AND MAINTAIN UTILITY SERVICE ALL TO THE SATISFACTION OF THE UTILITY COMPANY. UTILITIES AND STRUCTURES SHOWN ON THE DRAWINGS TO BE REMOVED AND REPLACED OR RELOCATED, SHALL CONFORM TO THE
REQUIREMENTS OF THE APPLICABLE TECHNICAL SPECIFICATIONS.
8. CONTRACTOR SHALL TAKE PRECAUTION WHEN CONSTRUCTING FORCE MAIN AROUND VALVE VAULT AND MANHOLE.
PROTECTION OF EXISTING TREES AND VEGETATION
1. CONTRACTOR SHALL PROTECT EXISTING TREES AND OTHER VEGETATION INDICATED TO REMAIN IN PLACE, AGAINST UNNECESSARY CUTTING, BREAKING OR SKINNING OF ROOTS, SKINNING AND BRUISING BARK, SMOTHERING OF TREES BY STOCK PILING CONSTRUCTION MATERIALS OR EXCAVATED MATERIALS WITHIN DRIP LINES, EXCESS FOOT OR VEHICULAR
TRAFFIC, OR PARKING OF VEHICLES WITHIN DRIP LINE.
2. CONTRACTOR SHALL PROVIDE TEMPORARY GUARDS AND/OR BARRIERS TO PROTECT EXISTING TREES AND VEGETATION
IN ACCORDANCE WITH THE CITY'S TREE ORDINANCE.
3. CONTRACTOR SHALL WATER TREES AND OTHER VEGETATION TO REMAIN WITHIN THE LIMITS OF THE CONTRACT WORK AS
REQUIRED TO MAINTAIN THEIR HEALTH DURING CONSTRUCTION OPERATIONS.
4. UNLESS OTHERWISE DIRECTED BY THE CITY ARBORIST, CONTRACTOR SHALL PROVIDE PROTECTION FOR ROOTS OVER 2-INCH DIAMETER CUT DURING CONSTRUCTION OPERATIONS. COAT THE CUT FACES WITH AN EMULSIFIED ASPHALT, OR OTHER ACCEPTABLE COATING, FORMULATED FOR USE ON DAMAGED PLANT TISSUES. TEMPORARILY COVER EXPOSED ROOTS WITH WET BURLAP TO PREVENT ROOTS FROM DRYING OUT; COVER WITH EARTH AS SOON AS POSSIBLE.
5. IF ROOT STRUCTURE IS PRESENT UPON REMOVAL OF IMPERVIOUS SURFACES THEN PRUNING SHALL BE REQUIRED AND
PERFORMED BY CONTRACTOR. ALL ROOT REMOVAL SHALL BE LIMITED TO THE LEAST EXTENT.
6. ALL ROOT PRUNING SHALL BE DONE BY CONTRACTOR IMMEDIATELY UPON EXPOSURE OF THE TREE ROOTS WITH CLEAN
CUT HAND PRUNING OF ALL ROOTS GREATER THAN 3/4 INCH DIAMETER.
7. IF OVERHEAD TREE LIMBS ARE INTRUDING INTO THE PROPOSED WORK AREA WHICH MAY BE INJURED BY MACHINERY OR TRUCKING MANEUVERS, THEN A CERTIFIED ARBORIST SHALL BE PROVIDED BY THE CONTRACTOR AND BE REQUIRED TO
BE ON THE SITE FOR PROPER REMOVAL OF SAID TREE LIMBS
PERMITS AND APPROVALS
1. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER AND THE CITY 5 DAYS PRIOR TO ANY CONSTRUCTION ACTIVITY WITHIN PROXIMITY OF ITS FACILITIES AND CONNECTING TO ANY EXISTING UTILITY MAINS.
2. CONTRACTOR SHALL OBTAIN, PAY FOR, AND COMPLY WITH ALL REQUIRED CITY, COUNTY AND STATE CONSTRUCTION PERMITS BEFORE COMMENCING WORK INCLUDING, BUT NOT LIMITED TO, NPDES, CITY OF SARASOTA RIGHT-OF-WAY USE PERMITS, AND NATIONAL EMISSION STANDARDS FOR HAZARDOUS AIR POLLUTANTS (NESHAP) "NOTICE OF RENOVATION OR DEMOLITION". THE CONTRACTOR SHALL SUBMIT A MAINTENANCE OF TRAFFIC (MOT) PLAN AND NPDES STORMWATER POLLUTION PREVENTION PLAN (SWPPP) WITH THE APPLICATION FOR THE CITY OF SARASOTA RIGHT-OF-WAY USE PERMIT.
3. CUTTING, REMOVAL AND DISPOSAL OF EXISTING ASBESTOS CEMENT PIPE SHALL BE IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL REQUIREMENTS.
RESTORATION
1. ALL DISTURBED OR DAMAGED AREAS SHALL BE RESTORED TO THE SAME OR BETTER CONDITION THAN THAT PRIOR TO THE START OF CONSTRUCTION. RESTORATION OF CONCRETE SIDEWALKS AND CURB AND GUTTER SHALL MATCH EXISTING WEATHERED LOOK OF THE EXISTING CONCRETE UNLESS OTHERWISE APPROVED BY THE ENGINEER.
2. CONCRETE CURB AND GUTTER SECTIONS TYPES REPLACED SHALL MATCH EXISTING.
3. THE CONTRACTOR SHALL MILL AND OVERLAY UPON COMPLETION OF ALL OTHER IMPROVEMENTS AND RESTORATION.
MILLING DEPTH SHALL BE 1 12 INCHES. OVERLAY SHALL INCLUDE ONE (1) 1 12" TYPE S-3 ASPHALT OVERLAY COURSE (TOTAL OVERLAY = 1 12 INCHES). IF BRICK IS ENCOUNTERED DURING THE MILLING OPERATION, THE DEPTH OF MILLING (AND THICKNESS OF ASPHALT OVERLAY) SHALL BE ADJUSTED TO PROVIDE A MINIMUM OF 1 INCH OF ASPHALT OVER THE FACE
OF THE BRICK.
4. THE CONTRACTOR SHALL REPLACE ALL PAVEMENT MARKINGS AND STRIPING REMOVED OR DAMAGED DURING
CONSTRUCTION TO MATCH EXISTING.
5. WHERE CONCRETE REPAIRS ARE NECESSARY AND EXPANSION JOINTS ARE PRESENT, CONTRACTOR TO REMOVE AND REPLACE CONCRETE UP TO THE NEXT EXPANSION JOINT; OTHERWISE, REPLACE CONCRETE AS NECESSARY.
6. CONTRACTOR SHALL REPLACE ALL PAVEMENT MARKINGS AND STRIPING REMOVED OR DAMAGED DURING CONSTRUCTION
TO MATCH EXISTING.
7. IF BRICKS ARE ENCOUNTERED DURING EXCAVATION OPERATIONS, THE CONTRACTOR SHALL SALVAGE THE BRICKS AND
HAUL THEM AND UNLOAD THEM AT THE CITY'S PUBLIC WORKS YARD.
UTILITIES CONSTRUCTION
1. CONTRACTOR SHALL PREPARE AND SUBMIT TO COSUD FOR APPROVAL A CONNECTION PLAN THAT INCLUDES BYPASS
PUMPING, ALONG WITH APPROPRIATE THRUST BLOCKING AND RESTRAINTS.
2. UTILITY MAIN CONNECTIONS SHALL INCLUDE ANY NECESSARY MOT, BYPASS PUMPING, LINE STOPS, THRUST BLOCKING AND ALL OTHER APPURTENANCES ASSOCIATED WITH THE TIE-IN OF THE NEW MAINS TO THE EXISTING PIPELINES.
3. THE CONTRACTOR SHALL INSTALL THE REPLACEMENT UTILITY MAINS TO THE ELEVATION AND SLOPES SHOWN ON THE DRAWINGS. A MINIMUM COVER OF 30" (WHERE STATED IN THE PLANS) SHALL BE MAINTAINED AT ALL LOCATIONS UNLESS SHOWN OTHERWISE SHOWN. THERE SHALL BE NO INTERMEDIATE HIGH OR LOW POINTS BETWEEN VERTICAL POINTS OF INFLECTIONS (V.P.I.) EXCEPT THAT, IN NO CASE SHALL THE VERTICAL SEPARATION BETWEEN THE PROPOSED UTILITY MAINS AND CROSSING MAINS BE LESS THAN 12 INCHES AND 6 FEET HORIZONTAL (OUTSIDE OF THE WATER MAIN TO OUTSIDE OF THE FORCE MAIN). AT LEAST 1,000 FEET AHEAD OF CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE ELEVATIONS OF ALL UTILITIES CROSSING THE PROPOSED UTILITY MAINS AND, WHERE THE REQUIRED SEPARATIONS CANNOT BE ACHIEVED, SHALL NOTIFY THE ENGINEER, WHO WILL DIRECT THE CONTRACTOR TO ADJUST THE VERTICAL OR
HORIZONTAL ALIGNMENT AS NECESSARY.
4. CONTRACTOR SHALL FURNISH AND INSTALL ALL PIPE, VALVES, FITTINGS, INCIDENTALS, AND APPURTENANCES FOR TEMPORARY BYPASS PIPELINE AS NECESSARY TO MAINTAIN WASTEWATER SERVICE THROUGHOUT CONSTRUCTION.
5. THE PROPOSED FORCE MAIN SHALL BE C-900 PVC AND SHALL BE GREEN. FITTINGS SHALL BE DUCTILE IRON MECHANICAL WITH A WALL THICKNESS DESIGNED IN COMPLIANCE WITH ANSI, A21.50/AWWA C-150, "AMERICAN NATIONAL STANDARD FOR NOMINAL THICKNESS FOR PRESSURE CLASSES OF DUCTILE IRON PIPE" AND SHALL HAVE A MINIMUM PRESSURE
CLASS OF 150, UNLESS OTHERWISE NOTED ON THE PLANS.
6. ALL EXISTING ASBESTOS CEMENT PIPE TO BE REMOVED. REMOVAL OF UTILITY MAINS CONSTRUCTED OF ASBESTOS CEMENT SHALL COMPLY WITH COSUD SPECIFICATION SECTION 02750, "ASBESTOS CEMENT PIPELINE ABANDONMENT AND
DISPOSAL".
7. ALL POTABLE HDPE AND DI PIPE USED FOR FORCE MAIN SHALL BE COLOR CODED WITH A GREEN STRIPE. ALL HDPE PIPE
USED FOR WATER MAIN SHALL BE COLOR CODED WITH A BLUE STRIPE.
8. ALL AIR RELEASE VALVES SHALL BE AUTOMATIC UNLESS SHOWN OTHERWISE. LOCATION OF PROPOSED AIR RELEASE VALVES IS SUGGESTED BASED ON VERTICAL ALIGNMENT OF PROPOSED MAINS. CONTRACTOR SHALL INSTALL AIR RELEASE VALVES IN THE FIELD AT THE HIGHEST POINT BEFORE THE DOWNWARD BREAK ON CONSTRUCTED MAINS. ALL
ARV LOCATIONS SHALL BE APPROVED BY THE ENGINEER.
9. ALL EXISTING AND NEW VALVES, VALVE BOXES, ARV'S, FIRE HYDRANTS AND MANHOLES SHALL BE PROTECTED AND ADJUSTED TO FINISHED GRADE AS SHOWN ON THE DRAWINGS. ALL EXISTING ABOVE THE GROUND VALVES SHALL BE
RELOCATED AS REQUIRED.
10. ALL NEW VALVES BEING INSTALLED SHALL REMAIN CLOSED DURING CONSTRUCTION. VALVES ON ALL WET TAPS SHALL
REMAIN CLOSED UNTIL CLEARED BY FDEP/DOH AND COS UTILITIES.
11. DURABLE CURB MARKERS, AS SPECIFIED BY COS UTILITIES, SHALL BE SECURELY ATTACHED 6 INCHES FROM THE TOP OF CURB, OR 6 INCHES FROM EDGE OF PAVEMENT WHERE CURBING IS NOT PRESENT, IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS SO THAT ALL SERVICES AND VALVES ARE ACCURATELY LOCATED.
12. CONTRACTOR SHALL FIELD LOCATE, VERIFY AND PROTECT ALL EXISTING WATER SERVICE CONNECTIONS, METERS AND
METER BOXES..
13. ALL PIPE AND FITTING JOINTS SHALL TO BE RESTRAINED.
14. CONTRACTOR SHALL PROVIDE BYPASS PUMP (PRIMARY AND BACKUP) AND PIPING DURING CONSTRUCTION. BYPASS
PIPING SHALL BE HDPE OR EQUAL AND SHALL BE WATERTIGHT.
15. CONNECTION TO EXISTING VALVE VAULT PIPING AND MANHOLE TO BE MADE ONLY AFTER NEW FORCE MAIN HAS BEEN
LEAK TESTED. CONTRACTOR SHALL BYPASS FLOWS WHEN CONNECTIONS ARE MADE.
16. CONTRACTOR SHALL REMOVE EXISTING PIPE AT VALVE VAULT AND MANHOLE. CONNECT TO MANHOLE USING HYDRAULIC CEMENT. CONNECTION SHALL BE WATERTIGHT. CONNECT DIRECTLY TO EXISTING DISCHARGE PIPE IN VALVE VAULT AND
SEAL VALVE VAULT PENETRATION.
17. ALL DUCTILE IRON VALVES AND FITTINGS SHALL HAVE PROTECTO 401 INTERIOR COATING SYSTEM.
STORMWATER MANAGEMENT AND SEDIMENT/EROSION CONTROL
1. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY MEASURES, TO PREVENT THE TRANSPORTATION OF SEDIMENTS DOWNSTREAM INTO STREETS, STORM SEWERS, OPEN DITCHES, LAKES, RETENTION PONDS, PRIVATE PROPERTY, ETC., AND SHALL PERFORM ALL NECESSARY INSPECTIONS AND MAINTENANCE IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL GOVERNING AGENCY REQUIREMENTS AND THE SPECIFICATIONS- PREVENTION, CONTROL AND ABATEMENT OF
EROSION AND WATER POLLUTION.
2. NO IMPOUNDMENT OF SURFACE WATERS SHALL BE ALLOWED TO OCCUR DUE TO THE CONSTRUCTION ACTIVITY.
DEWATERING
1. PORTABLE GENERATORS USED FOR DEWATERING OR OTHER CONSTRUCTION ACTIVITIES SHALL BE DESIGNED TO PROVIDE QUIET OPERATIONS WITH ENCAPSULATED NOISE ABATEMENT PANELS AND MUFFLERS THAT HOSPITAL GRADE
SOUND ATTENUATION FOR NOISE SUPPRESSION.
2. THE CONTRACTOR SHALL PROVIDE ALL DEWATERING EQUIPMENT NECESSARY TO KEEP ALL EXCAVATIONS DRY AND SHALL PROVIDE ALL NECESSARY SHEETING, SHORING, AND BRACING NECESSARY TO PROTECT ADJACENT STRUCTURES, UTILITIES, AND PAVEMENT, OR TO MINIMIZE TRENCH WIDTH.
3. CONSTRUCTION DEWATERING SHALL BE CONDUCTED IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL REQUIREMENTS INCLUDING BUT NOT LIMITED TO CHAPTERS 62-621.300 AND 62-620 OF THE FLORIDA ADMINISTRATIVE
CODE (FAC).
MAINTENANCE OF TRAFFIC AND PRIVATE PROPERTY ACCESS
1. MAINTENANCE OF TRAFFIC SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL PROVIDE ADVANCE NOTICE OF FIVE (5) BUSINESS DAYS TO THE APPLICABLE AUTHORITIES AND THE CITY OF SARASOTA REGARDING ANY DETOURS OR
CLOSURES.
2. THE CONTRACTOR SHALL COMPLY WITH THE FOLLOWING: "STATE OF FLORIDA MANUAL OF TRAFFIC CONTROL AND SAFE PRACTICES FOR STREET AND HIGHWAY CONSTRUCTION, MAINTENANCE, AND UTILITY OPERATIONS", "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES", CITY OF SARASOTA STANDARDS, APPLICABLE FDOT 600 SERIES STANDARD INDEXES FOR TRAFFIC CONTROL THROUGH WORK ZONES, AND "FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
CONSTRUCTION".
3. THE CONTRACTOR SHALL PREPARE AND SUBMIT A TRAFFIC CONTROL PLAN (TCP) TO THE CITY OF SARASOTA AND THE APPLICABLE AUTHORITIES. THE TCP SHALL BE PREPARED IN CONFORMANCE WITH AND IN THE FORM OUTLINED IN THE CURRENT VERSION OF THE FDOT "ROADWAY PLANS PREPARATION MANUAL". THE PLAN SHALL INDICATE A TCP FOR EACH
PHASE OF THE CONTRACTOR'S ACTIVITY.
4. THE CONTRACTOR SHALL FULLY IMPLEMENT THE TCP PRIOR TO COMMENCEMENT OF ANY POTENTIAL TRAFFIC DISTURBING ACTIVITIES. IN NO CASE SHALL THE CONTRACTOR BEGIN WORK USING THE TCP UNTIL SUCH PLAN HAS BEEN APPROVED IN WRITING BY THE CITY OF SARASOTA AND THE APPLICABLE AUTHORITIES. EXCEPT IN AN EMERGENCY, NO CHANGES TO THE APPROVED PLAN WILL BE ALLOWED UNTIL WRITTEN APPROVAL TO CHANGE SUCH PLAN HAS BEEN RECEIVED. THE TCP SHALL BE SIGNED AND SEALED BY AN ENGINEER REGISTERED IN THE STATE OF FLORIDA.
5. THE CONTRACTOR SHALL PROVIDE PROPER WARNING SIGNS, BARRICADES, TEMPORARY FENCING AND OTHER APPROPRIATE SAFETY DEVICES DURING THE EXECUTION OF THE WORK TO PROVIDE PUBLIC PROTECTION AND SAFETY.
6. MAINTENANCE OF TRAFFIC SIGNS AND OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED BY THE CONTRACTOR
DURING THE DURATION OF THE PROJECT AS REQUIRED.
7. THE CONTRACTOR SHALL MAINTAIN TO THE MAXIMUM EXTENT POSSIBLE TWO-WAY TRAFFIC AND RESTORE ACCESS TO STRUCTURES, RESIDENTS AND BUSINESSES ADJACENT TO THE WORK AS QUICKLY AS POSSIBLE. ACCESS MUST BE RESTORED TO ALL PROPERTIES BY THE END OF EACH DAY OR AS REQUIRED BY INDIVIDUAL PROPERY OWNERS AND AS
APPROVED BY THE ENGINEER.
TESTING
1. COMPACTION TESTS SHALL BE PERFORMED IN ACCORDANCE WITH SECTION 02222 OF THE PROJECT SPECIFICATIONS.
SPECIAL PROJECT NOTES:
1. ALL TEMPORARY TRAFFIC CONTORL (TTC) DEVICES SHALL BE CHECKED ON A REGULAR BASIS.
2. ALL DRIVEWAYS SHALL REMAIN OPEN AT ALL TIMES DURING CONSTRUCTION.
3. A TEMPORARY ASPHALT COLD PATCH IS REQUIRED AT THE END OF THE WORK DAY IF THE PERMANENT ASPHALT CANNOT BE
INSTALLED.
4. CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY TRAFFIC CONTROL REQUIRED FROM THE FDOT AND CITY OF SARASOTA
TTC STANDARDS.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COS RIGHT-OF-WAY (R-O-W) PERMITS AND NOTIFICATIONS REQUIRED PER
PERMITS.
6. CONTRACTOR SHALL REPLACE ALL ASPHALT AND PAVEMENT STRIPPING PER R-O-W PERMITS, PLANS, AND SPECIFICATIONS.
7. CONTRACTOR SHALL REPLACE ALL SIDEWALK, CURBING, GUTTERS, AND WALKWAY TAPERS UP TO THE NEAREST JOINTS OR 10
FOOT, WHICHEVER IS LESS.
8. CONTRACTOR SHALL USE FLOWABLE FILL AS BACKFILL UNDER ROAD.
9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COST ASSOCIATED WITH COMPACTION TESTING PER R-O-W PERMIT.
10. COSUD WILL PROVIDE ALL FITTINGS, PIPE, AND VALVES.
11. CONTRACTOR SHALL PROVIDE ALL INCIDENTALS FOR EACH INSTALLATION.
12. CONTRACTOR SHALL PROVIDE ALL BEDDING MATERIALS REQUIRED TO MEET UNDER THE ROAD STANDARDS.
13. CONTRACTOR SHALL PROVIDE ALL DE-WATERING REQUIRED TO DRY EACH EXCAVATION.
14. CONTRACTOR SHALL PROVIDE ALL TRENCHING REQUIRED BY OSHA.
15. CONTRACTOR SHALL PROVIDE EXTRA EQUIPMENT IF NEEDED TO PROTECT EXISTING TREES, ETC.
16. CONTRACTOR SHALL COORDINATE WITH OTHER UTILITIES THAT MAY HAVE ASSETS NEAR THE CONSTRUCTION AREA.
17. CONTRACTOR SHALL RESTORE ALL LANDSCAPING REMOVED OR DAMAGED BY CONSTRUCTION.
18. CONTRACTOR SHALL PROVIDE ALL STORM DRAIN PROTECTIONS TO PREVENT SILT FROM ENTERING THE SYSTEM.
19. CONTRACTOR SHALL COORDINATE WITH THE COSUD ON THE DATES AND TIMES FOR WATER SHUT DOWNS.
AutoCAD SHX Text
CITY
OF
ON
LY
VALVE
REPLACEMENT
LOCATIONS
G-03
DATE
AS SHOWN
DATE:No. REVISIONS DATE BY CHECKED BY
DESIGNED BY
DRAWN BY
LICENSED PROFESSIONAL
SHEET NUMBER
No. REVISIONS DATE BY
SCALE AS SHOWN
CHECKED BY DATE:
GEORGES M. NICOLAS, P.E.
#84311
OCT 2024
TT
TT
GMN CITY OF SARASOTA
FLORIDA LICENSE NUMBER
FLORIDA ____
CITY OF SARASOTA
UTILITIES DEPARTMENT
1750 12TH St
SARASOTA, FL 34236
Phone: 941-365-2200
COS PROJECT
00-2703
VALVE REPLACEMENT PROJECT FY24
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16TH STREET
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16TH STREET
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COCOANUT AVE.
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COCOANUT AVE.
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COCOANUT AVE.
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17TH STREET
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17TH STREET
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17TH STREET
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17TH STREET
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COCOANUT AVE.
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WV
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WV
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WV
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WV
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WV
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WV
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WV
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WV
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WV
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WV
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ITEM NO.
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COSUD VALVE NO.
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ADDRESS / LOCATION
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SIZE
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EXISTING VALVE TYPE
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PROPOSED VALVE TYPE
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PIPE MATERIAL
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NOTES
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WSV02937
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1704 COCOANUT AVE
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12-INCH
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GATE VALVE
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GATE VALVE
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PVC
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DEPTH TO TOP OF NUT: 26-INCHES
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WSV03502
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1704 COCOANUT AVE
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12-INCH
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TAPPING GATE VALVE
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GATE VALVE
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DUCTILE IRON
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DEPTH TO TOP OF NUT: 57-INCHES
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WSV02938
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1627 COCOANUT AVE
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12-INCH
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GATE VALVE
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GATE VALVE
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DUCTILE IRON
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DEPTH TO TOP OF NUT: 28-INCHES
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COCOANUT AVENUE AND 17TH STREET VALVE REPLACEMENTS (C17)
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ITEM NO.
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COSUD VALVE NO.
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ADDRESS / LOCATION
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SIZE
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EXISTING TYPE VALVE
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PROPOSED TYPE VALVE
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PIPE MATERIAL
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NOTES
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WSV17292
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600 BIRD KEY DRIVE
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8-INCH
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GATE VALVE
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GATE VALVE
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ASBESTOS CEMENT
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DEPTH TO TOP OF NUT: 65-INCHES
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WSV01997
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600 WILD TURKEY LANE
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10-INCH
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GATE VALVE
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GATE VALVE
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ASBESTOS CEMENT
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DEPTH TO TOP OF NUT: 58-INCHES
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BIRD KEY DRIVE AND WILD TURKEY LANE VALVE REPLACEMENTS (BK)
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ITEM NO.
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ADDRESS / LOCATION
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EXISTING TYPE VALVE
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PROPOSED TYPE VALVE
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PIPE MATERIAL
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NOTES
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WSV01690
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1500 BLVD OF THE ARTS
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16-INCH
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BUTTERFLY VALVE
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GATE VALVE SIDE ACTUATED
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DUCTILE IRON
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DEPTH TO TOP OF NUT: 38-INCHES (N VALVE)
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WSV01688
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1500 BLVD OF THE ARTS
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8-INCH
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GATE VALVE
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GATE VALVE
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PVC
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DEPTH TO TOP OF NUT: 28-INCHES (E VALVE)
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WSV01689
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1500 BLVD OF THE ARTS
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8-INCH
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TAPPING GATE VALVE
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GATE VALVE
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PVC
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DEPTH TO TOP OF NUT: 24-INCHES (W VALVE)
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WSV01691
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1500 BLVD OF THE ARTS
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16-INCH
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BUTTERFLY VALVE
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GATE VALVE SIDE ACTUATED
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DUCTILE IRON
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DEPTH TO TOP OF NUT: 34-INCHES (S VALVE)
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LEMON AVENUE AND BOULEVARD OF THE ARTS VALVE REPLACEMENTS (L6)
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ITEM NO.
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EXISTING TYPE VALVE
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PROPOSED TYPE VALVE
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PIPE MATERIAL
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NOTES
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WSV15787
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3508 LA PALOMA AVE
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12-INCH
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GATE VALVE
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GATE VALVE
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PVC
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DEPTH TO TOP OF NUT: 33-INCHES
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WSV17293
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3508 LA PALOMA AVE
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20-INCH
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BUTTERFLY VALVE
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BUTTERFLY VALVE
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AC
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DEPTH TO TOP OF NUT: 31-INCHES
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PROPOSED
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3508 LA PALOMA AVE
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12-INCH
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GATE VALVE
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GATE VALVE
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AC
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PROPOSED
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PROPOSED
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3508 LA PALOMA AVE
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12-INCH
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GATE VALVE
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GATE VALVE
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AC
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PROPOSED
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SIESTA DRIVE AND LA PALOMA AVENUE VALVE REPLACEMENTS (S)
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ITEM NO.
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PIPE MATERIAL
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NOTES
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WSV16223
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1500 S TUTTLE
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6-INCH
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GATE VALVE
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GATE VALVE
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PVC
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DEPTH TO TOP OF NUT: 36-INCHES
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TUTTLE AVENUE AND FLOYD STREET VALVE REPLACEMENT (T)
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ITEM NO.
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PIPE MATERIAL
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NOTES
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WSV03024
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1477 10TH STREET
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16-INCH
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GATE VALVE
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GATE VALVE SIDE ACTUATED
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DUCTILE IRON
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DEPTH TO TOP OF NUT: 24-INCHES
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LEMON AVENUE AND 10TH STREET VALVE REPLACEMENT (L10)
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IPB-II
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IPB-II
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IPB-II
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WV
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WV
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WV
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CITY
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OF
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GRAPHIC SCALE
AutoCAD SHX Text 2000'
AutoCAD SHX Text 1000'
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AutoCAD SHX Text 1" = 1000'
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VALVES TO BE REMOVED AND REPLACED:
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COCOANUT AVENUE AND 17TH STREET VALVE REPLACEMENTS #1, #2, & #3 (SHEET C-01)
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BIRD KEY DRIVE AND WILD TURKEY LANE VALVE REPLACEMENTS #4, & #7 (SHEET C-02)
AutoCAD SHX Text LEMON AVENUE AND BOULEVARD OF THE ARTS VALVE REPLACEMENTS #6, #7, #8, & #9 (SHEET C-03)
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LEMON AVENUE AND 10TH STREET VALVE REPLACEMENT #10 (SHEET C-04)
AutoCAD SHX Text SIESTA DRIVE AND LA PALOMA AVENUE VALVE REPLACEMENTS #11 & #12, PROPOSED VALVES #13 & #14 (SHEET C-05)
TUTTLE AVENUE AND FLOYD STREET VALVE REPLACEMENT #15 (SHEET C-06)
COCOANUT AVE. & 17th ST. C-01
DATE
AS SHOWN
DATE:No. REVISIONS DATE BY CHECKED BY
DESIGNED BY
DRAWN BY
LICENSED PROFESSIONAL
SHEET NUMBER
No. REVISIONS DATE BY
SCALE AS SHOWN
CHECKED BY DATE:
GEORGES M. NICOLAS, P.E.
#84311
OCT 2024
TT
TT
GMN CITY OF SARASOTA
FLORIDA LICENSE NUMBER
FLORIDA ____
CITY OF SARASOTA
UTILITIES DEPARTMENT
1750 12TH St
SARASOTA, FL 34236
Phone: 941-365-2200
COS PROJECT
00-2703
VALVE REPLACEMENT PROJECT FY24
AutoCAD SHX Text S
AutoCAD SHX Text D
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6" PVC WL
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12" DIP WL
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12" PVC WL
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6" PVC WL
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24" DIP WL
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8" VCP
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8" VCP
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12" DRAINAGE PIPE
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18" DRAINAGE PIPE
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18" DRAINAGE PIPE
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12" DRAIN
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12" DRAINAGE PIPE
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24" PVC FM
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WM
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12" PVC WL
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1627 COCOANUT AVE
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16" AC FM
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SIDEWALK
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SIDEWALK
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SIDEWALK
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SIDEWALK
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2"WL
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SN
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SIDEWALK
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SIDEWALK
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SIDEWALK
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SIDEWALK
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WV
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WV
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WV
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WV
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WV
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IPB-II
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IPB-II
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IPB-II
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SN
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CITY
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OF
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GRAPHIC SCALE
AutoCAD SHX Text 20'
AutoCAD SHX Text 10'
AutoCAD SHX Text 5'
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COCOANUT AVENUE
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17TH STREET
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17TH STREET
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COCOANUT AVE.
AutoCAD SHX Text NOTES: 1. RESTORE GRASS WITH RESTORE GRASS WITH BAHIA SOD. 2. RESTORE EXISTING RESTORE EXISTING LANDSCAPING IN KIND. 3. COORDINATE WITH AND COORDINATE WITH AND PROTECT ALL EXISTING UTILITIES AND UTILITY POLE. THE UTILITY BOX APPEARS TO BE FIBEROPTICS.
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17TH STREET
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COCOANUT AVE.
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ASPHALT, CURB, GUTTER, STRIPING, AND LANDSCAPE REPLACEMENT AREA
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EXISTING CONDITIONS FOR VALVE #3
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VALVE REPLACEMENTS
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EXISTING CONDITIONS
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WV
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WV
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WV
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WV
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WV
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EXTENTS OF ASPHALT AND STRIPING REPLACEMENT AREA
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EXTENTS OF CURB & GUTTER REPLACEMENT AREA
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EXTENTS OF LANDSCAPE REPLACEMENT AREA
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EXISTING FH VALVE TO BE PROTECTED
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EXISTING VALVE TO BE PROTECTED
AutoCAD SHX Text KEY NOTES: A REMOVE & DISPOSE OF 24"X24"X12" TAPPING TEE, 12" TAPPING VALVE, VALVE BOX, ASPHALT, REMOVE & DISPOSE OF 24"X24"X12" TAPPING TEE, 12" TAPPING VALVE, VALVE BOX, ASPHALT, & CONCRETE. B INSTALL & CONNECT TO EXISTING 24" DIP W/ 24" DI MJ SLEEVES (x2), 24" DIP (10LF+/-), INSTALL & CONNECT TO EXISTING 24" DIP W/ 24" DI MJ SLEEVES (x2), 24" DIP (10LF+/-), 24"X24"X12" DI MJ TEE, 12 MJ GATE VALVE, 12" DIP (6LF+/-), & CONNECT TO 12" DIP W/ 12" DI MJ SLEEVE. C REMOVE & DISPOSE OF 12" GATE VALVE, VALVE BOX, ASPHALT, & CONCRETE. REMOVE & DISPOSE OF 12" GATE VALVE, VALVE BOX, ASPHALT, & CONCRETE. D INSTALL & CONNECT TO EXISTING 12" DIP W/ 12" DI MJ SLEEVE, 12" DIP (6LF+/-), 12" GATE INSTALL & CONNECT TO EXISTING 12" DIP W/ 12" DI MJ SLEEVE, 12" DIP (6LF+/-), 12" GATE VALVE. E REMOVE & DISPOSE OF 12" GATE VALVE, VALVE BOX, ASPHALT, & CONCRETE. REMOVE & DISPOSE OF 12" GATE VALVE, VALVE BOX, ASPHALT, & CONCRETE. F INSTALL & CONNECT TO EXISTING 12" DIP W/12" DI MJ SLEEVE, 12" DIP (6LF+/-), 12" GATE INSTALL & CONNECT TO EXISTING 12" DIP W/12" DI MJ SLEEVE, 12" DIP (6LF+/-), 12" GATE VALVE. DD INSTALL VALVE BOXES (x4), COMPACT FILL, & TEMP. ASPHALT.INSTALL VALVE BOXES (x4), COMPACT FILL, & TEMP. ASPHALT.
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GV#2
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GV#1
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GV#3
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GV#2
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GV#1
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DD
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DD
DD
BIRD KEY DR. & WILD TURKEY LN. C-02
AS SHOWN
DATE:No. REVISIONS DATE BY CHECKED BY
DESIGNED BY
DRAWN BY
LICENSED PROFESSIONAL
SHEET NUMBER
No. REVISIONS DATE BY
SCALE AS SHOWN
CHECKED BY DATE:
GEORGES M. NICOLAS, P.E.
#84311
OCT 2024
TT
TT
GMN CITY OF SARASOTA
FLORIDA LICENSE NUMBER
FLORIDA ____
CITY OF SARASOTA
UTILITIES DEPARTMENT
1750 12TH St
SARASOTA, FL 34236
Phone: 941-365-2200
COS PROJECT
00-2703
VALVE REPLACEMENT PROJECT FY24
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CITY
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OF
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PROPOSED VALVE REPLACEMENTS #4 & #5
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GRAPHIC SCALE
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AutoCAD SHX Text 1" = 10'
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WILD TURKEY LANE
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BIRD KEY DRIVE
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WILD TURKEY LANE
AutoCAD SHX Text NOTES: 1. RESTORE ALL LANDSCAPING AND ROCK DISTURBED. RESTORE ALL LANDSCAPING AND ROCK DISTURBED. 2. PROTECT EXISTING TREES, THIS MAY REQUIRE A CRANE TO PROTECT THE EXISTING GOLD TREE. PROTECT EXISTING TREES, THIS MAY REQUIRE A CRANE TO PROTECT THE EXISTING GOLD TREE. 3. PROTECT EXISTING STREET SIGNS AND LIGHT POLES. PROTECT EXISTING STREET SIGNS AND LIGHT POLES. 4. CONTRACTOR SHALL COORDINATE WITH FPL/UTILITY CO. TO PROTECT THE UTILITY BOX LOCATED AT THIS SITE. CONTRACTOR SHALL COORDINATE WITH FPL/UTILITY CO. TO PROTECT THE UTILITY BOX LOCATED AT THIS SITE. 5. DE-WATERING PUMPS SHALL BE BAFFLED TO MINIMIZE THE SOUND.DE-WATERING PUMPS SHALL BE BAFFLED TO MINIMIZE THE SOUND.
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ASPHALT, CURB, AND LANDSCAPE RESTORATION AREA
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EXISTING CONDITIONS
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EXTENTS OF ASPHALT AND STRIPING REPLACEMENT AREA
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EXTENTS OF LANDSCAPING REPLACEMENT AREA
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EXTENTS OF CURB AND GUTTER REPLACEMENT AREA
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GV#4
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AutoCAD SHX Text KEY NOTES: G REMOVE & DISPOSE OF 8" GATE VALVE, VALVE BOX, ASPHALT, & CONCRETE. REMOVE & DISPOSE OF 8" GATE VALVE, VALVE BOX, ASPHALT, & CONCRETE. REMOVE AND ABATE AC PIPE. H INSTALL & CONNECT TO EXISTING 8" AC WM W/ 8" ROMAC SLEEVES (x2), INSTALL & CONNECT TO EXISTING 8" AC WM W/ 8" ROMAC SLEEVES (x2), 8" DIP (6LF+/-), 8" GATE VALVE. I REMOVE & DISPOSE OF 10" GATE VALVE, VALVE BOX, ASPHALT, & REMOVE & DISPOSE OF 10" GATE VALVE, VALVE BOX, ASPHALT, & CONCRETE. REMOVE AND ABATE AC PIPE. J INSTALL & CONNECT TO EXISTING 10" AC WM W/ 10" ROMAC SLEEVE, 10" INSTALL & CONNECT TO EXISTING 10" AC WM W/ 10" ROMAC SLEEVE, 10" DIP (3LF+/-), 10"X8" DI MJ REDUCER, 8" ROMAC SLEEVE, 8" DIP (3LF+/-), 10" GATE VALVE. EE INSTALL ADJ. VALVE BOX, COMPACT FILL, AND TEMPORARY ASPHALT.INSTALL ADJ. VALVE BOX, COMPACT FILL, AND TEMPORARY ASPHALT.
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GV#5
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EE
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EE
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GRAPHIC SCALE
AutoCAD SHX Text 20'
AutoCAD SHX Text 10'
AutoCAD SHX Text 5'
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AutoCAD SHX Text 1" = 10'
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CO
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METER BOX
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FH
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PALM
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PALM
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PALM
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PALM
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PALM
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PALM
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PALM
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PALM
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PALM
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PALM
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PALM
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PALM
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PALM
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PALM
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PALM
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METER BOX
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METER BOX
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METER BOX
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CO
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545 BIRD KEY DR.
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546 BIRD KEY DR.
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545 BIRD KEY DR.
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562 BIRD KEY DR.
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8" AC WL
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8" VC GRAVITY WASTEWATER PIPE
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10" AC WL
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8" VC GRAVITY WASTEWATER PIPE
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8" VC GRAVITY WASTEWATER PIPE
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CO
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CO
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6" AC WL
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10" AC WL
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8" AC WL
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WV
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WV
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WV
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IPB-II
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REMOVE AND REPLACE EXISTING 8" GATE VALVE #4
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WV
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REMOVE AND REPLACE EXISTING 10" GATE VALVE #5
WV
LEMON AVE. & BLVD. OF THE ARTS C-03
AS SHOWN
DATE:No. REVISIONS DATE BY CHECKED BY
DESIGNED BY
DRAWN BY
LICENSED PROFESSIONAL
SHEET NUMBER
No. REVISIONS DATE BY
SCALE AS SHOWN
CHECKED BY DATE:
GEORGES M. NICOLAS, P.E.
#84311
OCT 2024
TT
TT
GMN CITY OF SARASOTA
FLORIDA LICENSE NUMBER
FLORIDA ____
CITY OF SARASOTA
UTILITIES DEPARTMENT
1750 12TH St
SARASOTA, FL 34236
Phone: 941-365-2200
COS PROJECT
00-2703
VALVE REPLACEMENT PROJECT FY24
ON
LY
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CITY
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OF
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PROPOSED VALVE REPLACEMENTS #6, #7, #8, & #9
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GRAPHIC SCALE
AutoCAD SHX Text 20'
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BOULEVARD OF THE ARTS
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LEMON AVENUE
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BOULEVARD OF THE ARTS
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LEMON AVENUE
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EXISTING CONCRETE SIDEWALKS
AutoCAD SHX Text NOTES: 1. ALL VALVES, FITTINGS, PIPE, AND CONNECTIONS SHALL BE ALL VALVES, FITTINGS, PIPE, AND CONNECTIONS SHALL BE INSTALLED, COMPLETED, AND SET TO OPEN IN ONE WATER SHUT DOWN. 2. THE INTENT FOR THIS PROJECT IS TO REMOVE ALL THE THE INTENT FOR THIS PROJECT IS TO REMOVE ALL THE EXISTING FITTINGS, PIPES, AND VALVES, AND REPLACE AS SHOWN USING THE FITTINGS REQUIRED TO RECONNECT TO THE EXISTING MAINS. 3. THE EXISTING VALVE LOCATIONS ARE AS MARKED WITH THE EXISTING VALVE LOCATIONS ARE AS MARKED WITH THE "X" ELEVATIONS. THE PROPOSED VALVES AND FITTINGS SHALL BE INSTALLED AS SHOWN.
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BOULEVARD OF THE ARTS
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WV
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WV
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WV
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WV
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RESTORATION AREA
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EXISTING CONDITIONS
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EXTENTS OF ASPHALT AND STRIPING RESTORATION AREA
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CONCRETE CURB, SIDEWALK, AND CROSSWALK TAPER REPAIR LIMITS
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GV#7
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GV#6
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GV#8
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GV#9
AutoCAD SHX Text KEY NOTES: L REMOVE & DISPOSE OF 16" CROSS, 16" BUTTERFLY VALVES REMOVE & DISPOSE OF 16" CROSS, 16" BUTTERFLY VALVES (x2), 8" GATE VALVES (x2), VALVE BOXES (x4), PIPE, FITTINGS, ASPHALT, FILL, & CONCRETE. M INSTALL & CONNECT TO EXISTING 16" DIP W/ 16" DI MJ INSTALL & CONNECT TO EXISTING 16" DIP W/ 16" DI MJ SLEEVE, 16" DIP (10LF+/-), & 16" GATE VALVE (SIDE ACTUATED). ADDITIONAL FITTING INSTALLATIONS MAY BE REQUIRED TO MAKE THE CONNECTION. N INSTALL & CONNECT TO EXISTING 8" DIP W/ 8" DI MJ SLEEVE, INSTALL & CONNECT TO EXISTING 8" DIP W/ 8" DI MJ SLEEVE, 8" DIP (10LF+/-), & 8" GATE VALVE. ADDITIONAL FITTING INSTALLATIONS MAY BE REQUIRED TO MAKE THE CONNECTION. O INSTALL & CONNECT TO EXISTING 8" DIP W/ 8" DI MJ SLEEVE, INSTALL & CONNECT TO EXISTING 8" DIP W/ 8" DI MJ SLEEVE, 8" DIP (10LF+/-), & 8" GATE VALVE. ADDITIONAL FITTINGS INSTALLATIONS MAY BE REQUIRED TO MAKE THE CONNECTION. P INSTALL & CONNECT TO EXISTING 16" DIP W/ 16" DI MJ INSTALL & CONNECT TO EXISTING 16" DIP W/ 16" DI MJ SLEEVE, 16" DIP (10LF+/-), & 16" GATE VALVE (SIDE ACTUATED). ADDITIONAL FITTING INSTALLATIONS MAY BE REQUIRED TO MAKE THE CONNECTION. Q INSTALL 16" DI MJ TEE (x2) AND 16" DIP (20LF+/-) INSTALL 16" DI MJ TEE (x2) AND 16" DIP (20LF+/-) R INSTALL 16"X8" DI MJ REDUCERS (x2) AND 8" DIP (10LF+/-) INSTALL 16"X8" DI MJ REDUCERS (x2) AND 8" DIP (10LF+/-) S INSTALL VALVE BOXES (x4), COMPACT FILL, & TEMP. ASPHALT.INSTALL VALVE BOXES (x4), COMPACT FILL, & TEMP. ASPHALT.
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GRAPHIC SCALE
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PALM
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PALM
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1500 BLVD OF THE ARTS
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WV
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WV
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WV
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WV
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REMOVE AND REPLACE EXISTING 16" BUTTERFLY VALVE #9
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REMOVE AND REPLACE EXISTING 8" GATE VALVE #8
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REMOVE AND REPLACE EXISTING 16" BUTTERFLY VALVE #6
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REMOVE AND REPLACE EXISTING 8" GATE VALVE #7
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WV
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BLVD. OF THE ARTS
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LEMON AVENUE
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6" WL
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12" VCP
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72" RCP
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12" VCP
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8" PVC
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10" PVC
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10" DIP
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12" VCP
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16" DIP WL
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8" DIP WL
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16" DIP WL
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8" DIP WL
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72" RCP
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18" RCP
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PALM
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PALM
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PALM
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PALM
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PALM
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PALM
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1490 BLVD OF THE ARTS
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1500 BLVD OF THE ARTS
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WV
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WV
LEMON AVE. & 10TH ST. C-04
AS SHOWN
DATE:No. REVISIONS DATE BY CHECKED BY
DESIGNED BY
DRAWN BY
LICENSED PROFESSIONAL
SHEET NUMBER
No. REVISIONS DATE BY
SCALE AS SHOWN
CHECKED BY DATE:
GEORGES M. NICOLAS, P.E.
#84311
OCT 2024
TT
TT
GMN CITY OF SARASOTA
FLORIDA LICENSE NUMBER
FLORIDA ____
CITY OF SARASOTA
UTILITIES DEPARTMENT
1750 12TH St
SARASOTA, FL 34236
Phone: 941-365-2200
COS PROJECT
00-2703
VALVE REPLACEMENT PROJECT FY24
OHE
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CITY
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OF
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PROPOSED VALVE REPLACEMENT #10
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10TH STREET
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LEMON AVENUE
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EXISTING CONCRETE SIDEWALKS, CURBING, AND WALKWAY TAPER TO REMAIN
AutoCAD SHX Text NOTES: 1. CONTRACTOR SHALL USE DUE CARE FOR THE EXISTING UTILITIES, ELECTRIC AND FIBER OPTIC LINES IN CONTRACTOR SHALL USE DUE CARE FOR THE EXISTING UTILITIES, ELECTRIC AND FIBER OPTIC LINES IN THE AREA.
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EXISTING CONDITIONS
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ASPHALT, STRIPPING, AND CONCRETE RESTORATION
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EXISTING CONCRETE APRON TO REMAIN
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EXISTING ELECTRICAL BOX
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WV
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ASPHALT AND STRIPING LIMITS
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CONCRETE REPLACEMENT LIMITS
AutoCAD SHX Text KEY NOTES: T REMOVE & DISPOSE OF 16" VALVE, VALVE BOX, FILL, ASPHALT, & CONCRETE. REMOVE & DISPOSE OF 16" VALVE, VALVE BOX, FILL, ASPHALT, & CONCRETE. U INSTALL & CONNECT TO EXITING 16" DIP W/ 16" DI MJ SLEEVE, 16" DIP (6LF), 16" MJ GATE VALVE (SIDE INSTALL & CONNECT TO EXITING 16" DIP W/ 16" DI MJ SLEEVE, 16" DIP (6LF), 16" MJ GATE VALVE (SIDE ACTUATED). FF INSTALL ADJ. VALVE BOX, COMPACTED FILL, & TEMPORARY ASPHALT PATCH.INSTALL ADJ. VALVE BOX, COMPACTED FILL, & TEMPORARY ASPHALT PATCH.
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GV#10
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FF
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WV
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10TH STREET
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REMOVE AND REPLACE EXISTING 16" GATE VALVE #10
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16" DI W/L
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24" CAST IRON W/L
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24" PVC REUSE
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12" CI BRINE
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12" CI BRINE
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WV
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72" RCP DRAINAGE PIPE
SIESTA DR. & LA PALOMA AVE. C-05
AS SHOWN
DATE:No. REVISIONS DATE BY CHECKED BY
DESIGNED BY
DRAWN BY
LICENSED PROFESSIONAL
SHEET NUMBER
No. REVISIONS DATE BY
SCALE AS SHOWN
CHECKED BY DATE:
GEORGES M. NICOLAS, P.E.
#84311
OCT 2024
TT
TT
GMN CITY OF SARASOTA
FLORIDA LICENSE NUMBER
FLORIDA ____
CITY OF SARASOTA
UTILITIES DEPARTMENT
1750 12TH St
SARASOTA, FL 34236
Phone: 941-365-2200
COS PROJECT
00-2703
VALVE REPLACEMENT PROJECT FY24
OHE
OHE
OHE
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OHE
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O H
E O
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CITY
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OF
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PROPOSED VALVES AND REPLACEMENTS #11, #12, #13 & #14
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SIESTA DRIVE
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LA PALOMA AVENUE
AutoCAD SHX Text NOTES: 1. PROVIDE TEMPORARY TRAFFIC CONTROL PER R-O-W PERMIT. PROVIDE TEMPORARY TRAFFIC CONTROL PER R-O-W PERMIT. FLAGGERS ARE REQUIRED AT ALL TIMES UNLESS TWO-WAY TRAFFIC CAN BE MAINTAINED WITH CHANNELING DEVICES. 2. THIS PROJECT IS REPLACING TWO VALVES AND ADDING TWO THIS PROJECT IS REPLACING TWO VALVES AND ADDING TWO ADDITIONAL VALVES. 3. CAUTION SHALL BE MADE DUE TO THE OVERHEAD UTILITY CAUTION SHALL BE MADE DUE TO THE OVERHEAD UTILITY LINES IN THIS AREA.
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SIESTA DRIVE
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LA PALOMA AVENUE
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ASPHALT, SIDEWALK, WALKWAY TEXTURED MAT & STRIPING REPLACEMENT AREA
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CONCRETE SIDEWALK REPLACEMENT LIMITS
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EXISTING CONDITIONS
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ASPHALT AND STRIPING LIMITS
AutoCAD SHX Text KEY NOTES: V REMOVE & DISPOSE OF 12" CROSS, 20" BUTTERFLY VALVE, 12" GATE VALVE, VALVE BOXES (x2), 20"X12" REDUCERS REMOVE & DISPOSE OF 12" CROSS, 20" BUTTERFLY VALVE, 12" GATE VALVE, VALVE BOXES (x2), 20"X12" REDUCERS (3EA), PIPE, FITTINGS, ASPHALT, FILL, CONCRETE THRUST BLOCKS, SIDEWALK, REMOVE & ABATE AC PIPE. W INSTALL & CONNECT TO 20" CROSS W/ 20" DIP (3LF+/-), 20"X12" DI MJ REDUCER, 12" DIP (3LF+/-), & 12" GATE INSTALL & CONNECT TO 20" CROSS W/ 20" DIP (3LF+/-), 20"X12" DI MJ REDUCER, 12" DIP (3LF+/-), & 12" GATE VALVE. CONNECT TO EXISTING 12" PVC WATER MAIN W/ 12" DI MJ SLEEVE. ADDITIONAL FITTING INSTALLATIONS MAY BE REQUIRED TO MAKE THE CONNECTION. X INSTALL & CONNECT TO 20" CROSS W/ 20" DIP (3LF+/-), 20" GATE VALVE. CONNECT TO EXISTING AC W/ 20" DIP INSTALL & CONNECT TO 20" CROSS W/ 20" DIP (3LF+/-), 20" GATE VALVE. CONNECT TO EXISTING AC W/ 20" DIP (3LF/+/-) & 20" ROMAC SLEEVE. ADDITIONAL FITTING INSTALLATIONS MAY BE REQUIRED TO MAKE THE CONNECTION. Y INSTALL & CONNECT TO 20" CROSS W/ 20" DIP (3LF+/-), 20"X12" DI MJ REDUCER, 12" DIP (3LF+/-), & 12" GATE INSTALL & CONNECT TO 20" CROSS W/ 20" DIP (3LF+/-), 20"X12" DI MJ REDUCER, 12" DIP (3LF+/-), & 12" GATE VALVE. CONNECT TO EXISTING 12" AC W/ 12" DIP (3LF/+/-) & 12" ROMAC SLEEVE. ADDITIONAL FITTING INSTALLATIONS MAY BE REQUIRED TO MAKE THE CONNECTION. Z INSTALL & CONNECT TO 20" CROSS W/ 20" DIP (3LF+/-), 20"X12" DI MJ REDUCER, 12" DIP (3LF+/-), & 12" GATE INSTALL & CONNECT TO 20" CROSS W/ 20" DIP (3LF+/-), 20"X12" DI MJ REDUCER, 12" DIP (3LF+/-), & 12" GATE VALVE. CONNECT TO EXISTING 12" AC W/ 12" DIP (3LF/+/-) & 12" ROMAC SLEEVE. ADDITIONAL FITTING INSTALLATIONS MAY BE REQUIRED TO MAKE THE CONNECTION. AA INSTALL 20" DI MJ CROSS. INSTALL 20" DI MJ CROSS. BB INSTALL 20"X12" DI MJ REDUCERS AND 12" DIP (3LF+/-) INSTALL 20"X12" DI MJ REDUCERS AND 12" DIP (3LF+/-) CC INSTALL VALVE BOXES(5EA), COMPACT FILL, COMPACT ROAD BASE, & TEMP. ASPHALT.INSTALL VALVE BOXES(5EA), COMPACT FILL, COMPACT ROAD BASE, & TEMP. ASPHALT.
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LA PALOMA AVENUE
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GV#11
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GV#12
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CC
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BB
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BB
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SIESTA DRIVE
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REMOVE & DISPOSE EXISTING VALVES, PIPE, & FITTINGS
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SIESTA DRIVE
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GV#11
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GV#12
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SIESTA DRIVE
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AA
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WV
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REMOVE AND REPLACE EXISTING 20" BUTTERFLY VALVE #12
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SIESTA DRIVE
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LA PALOMA AVENUE
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REMOVE AND REPLACE EXISTING 12" GATE VALVE #11
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WV
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EXISTING 6" GATE VALVE TO REMAIN
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12" AC W/L
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8"VCP GRAVITY
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METER BOX
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PALM
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8"VCP GRAVITY SEWER
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12" STORM DRAIN
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6" AC W/L
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20" AC W/L
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12" PVC W/L
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12" AC W/L
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12" PVC W/L
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WV
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WV
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IPB-II
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8"VCP GRAVITY SEWER
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WV
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12" AC W/L
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SIDE WALK
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PALM
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WV
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IPB-II
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IPB-II
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WV
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12" AC W/L
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8"VCP GRAVITY
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METER BOX
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8"VCP GRAVITY SEWER
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12" STORM DRAIN
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6" AC W/L
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20" AC W/L
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12" PVC W/L
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12" AC W/L
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