CC-6021-24_Technical_Drawings.pdf

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Attached to
2024 Force Main Air Relief Valve Renewal & Replacement
Solicitation number
CC-6021-24/TAD
Issued by
Seminole County, Florida

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The provided file contains technical drawings for the Seminole County Board of County Commissioners' 2024 Force Main Air Relief Valve (ARV) Renewal & Replacement project, prepared by Seminole County Utilities Department. The project involves replacing air relief valves at 27 different locations across Seminole County, with force main diameters ranging from 4 to 16 inches. The technical drawings detail the specific scope of work for each location, including removal of existing ARV assemblies, installation of new service saddles, air relief valves, and associated infrastructure, with precise instructions for different installation scenarios such as above-grade, below-grade, and offset placements.

The project, with an engineer's estimate of $614,498.40, requires comprehensive restoration of impacted areas including sodding, sidewalks, and pavement. The technical drawings provide extensive details on installation methods, including specifications for service saddles, valve assemblies, enclosures, locate wire installation, marker ball placement, and site-specific restoration requirements. Each location has unique considerations, such as maintaining minimum slopes, using specific materials like DR 9 PE tubing, and ensuring proper compaction and grading. The documents emphasize coordination with county field operations, careful exposure and replacement of existing infrastructure, and meticulous documentation of the work performed.

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Other files

File Type Posted
2024_Force_Main_Air_Relief_Valve_Renewal_&_Replacement_(Addendum_#1_Revision).pdf PDF
CC-6021-24_Technical_Specifications.pdf PDF
CC-6021-24_Draft_Agreement.pdf PDF
Standard_Construction_under_$500,000_(Engineer)_(1).pdf PDF
FEMA_REQUIREMENTS.pdf PDF
Contract_Documents_(after_notice_of_award_is_issued).zip ZIP file
Standard_Construction_under_$500,000_(No_Engineer).pdf PDF

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SEMINOLE COUNTY BOARD OF COUNTY COMMISIONERS

UTILITIES DEPARTMENT

CIP 00083107 WWCS R&R

2024 FORCE MAIN ARV RENEWAL & REPLACEMENT

CC-TBD

ISSUE FOR BID

VACINITY MAP

LOCATION DESCRIPTION:

COUNTYWIDE

ADDRESS

REFERENCE SHEETS 05~11 FOR NEAREST ADDRESSES

BOARD OF COUNTY COMMISSIONERS

BOB DALLARI DISTRICT 1

JAY ZEMBOWER DISTRICT 2, CHAIRMAN

LEE CONSTANTINE DISTRICT 3

AMY LOCKHART DISTRICT 4

ANDRIA HERR DISTRICT 5, VICE-CHAIR

DARREN GRAY COUNTY MANAGER

ENGINEER

MATTHEW CLARK, P.E.

SEMINOLE COUNTY UTILITIES

PROJECT MANAGER

ALEX LAFORCE

SEMINOLE COUNTY UTILITIES

OPERATIONS FIELD REPRESENTATIVE

CHRIS GRAYBOSCH

SEMINOLE COUNTY UTILITIES

SEMINOLE COUNTY UTILITIES DEPARTMENT

500 W LAKE MARY BLVD, SANFORD FL, 32773

407-665-2110

INTERIM DEPARTMENT DIRECTOR: JOHNNY EDWARDS , P.E

UTILITY DIVISION MANAGER: WILLIAM K. WHITE, P.E.

FEBRUARY 2024

SEMINOLE COUNTY

MATTHEW ROBERT CLARK

FL. P.E. NO. 94469

THIS ITEM HAS BEEN DIGITALLY SIGNED

AND SEALED BY MATTHEW ROBERT

CLARK ON THE DATE ADJACENT TO THE

SEAL.

PRINTED COPIES OF THIS DOCUMENT

ARE NOT CONSIDERED SIGNED AND

SEALED AND THE SIGNATURE MUST BE

VERIFIED ON ANY ELECTRONIC COPIES.

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AutoCAD SHX Text No. 94469 9446994469

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STATE OF

LEGEND

STANDARD ABBREVIATIONS AND ACRONYMS

ADJ. Adjust / Adjustable APPROX. Approximately ARV Air Relief Valve ASPH. Asphalt BV Ball Valve BF Blind Flange BFV Butterfly Valve CARV Combination ARV CI Cast Iron CIP Cast Iron Pipe CONC. Concrete CONT. Continued CV Check Valve CY Cubic Yards DEG. Degree DET. Detail DIA. Diameter DI Ductile Iron DIP Ductile Iron Pipe DR Dimension Ratio DWG Drawing EA Each ELEC . Electrical ELEV. / EV Elevation ELL. Elbow

EOP Edge of Pavement EQUIP. Equipment

ESMT EASEMENT

EXIST. Existing FDOT Florida DOT FLEX. Flexible FLG. Flanged FM Force Main FTG. Fitting GALV. Galvanized GS Gravity Sewer GV Gate Valve HB Hose Bibb HDPE High Density Polyethylene HORIZ. Horizontal ID Identification or Inner Dia.

INV. Invert LB Pound LF Linear Feet LT Left MANF. Manufacturer MAT. Material MAX. Maximum

MH Manhole MIN. Minimum MJ Mechanical Joint NO. Number NOM. Nominal NPW Non-Potable Water NTS Not to Scale OC On Center OD Outside Diameter OPP. Opposite PE Plain End PRES. Pressure PROP. Proposed PT. Point PV Plug Valve PVC Polyvinyl Chloride PVMT Pavement PW Potable Water PWM Potable Water Main R Radius RED. Reducer REQ'D Required RT Right RWM Reclaimed Water Main

R/W Right-of-Way SAN Sanitary SEC Section SF Square Feet SH. Sheet SPEC. Specification

SQ SQUARE

STA. Station STD Standard SDR Standard Dimension Ratio SS Stainless Steel SW Sidewalk SY Square Yards SYMM. Symmetrical SV Solenoid Valve TEMP. Temporary THK. Thick TYP Typical UNO Unless Noted Otherwise VB Valve Box VCP Vitrified Clay Pipe VERT. Vertical

DETAIL NO.

SHEET NO. WHERE

DETAIL IS DRAWN

SHEET NO. WHERE

DETAIL IS TAKEN

SECTION NO.

SHEET NO. WHERE

SECTION IS DRAWN

SHEET NO. WHERE

SECTION IS TAKEN

ELEV. NO.

SHEET NO.

WHERE ELEV. IS

DRAWN

SHEET NO.

WHERE ELEV. IS

TAKEN

WATER LEVEL

PIPE FLOW DIRECTION

SLOPE

WATER FLOW DIRECTION

PROPOSED, ABOVE GROUND

PROPOSED, BELOW GROUND / BEYOND

EXISTING, ABOVE GROUND

CENTERLINE

EXISTING, BELOW GROUND / BEYOND

SOLID, BLACK

HIDDEN, BLACK

SOLID, GRAY

CENTER, BLACK

HIDDEN, GRAY

ELEVATION

NOTE

PIPE END, SECTION

PIPE END, PLAN

BREAK LINE

SEMINOLE COUNTY

UTILITIES DEPARTMENT

500 West Lake Mary Blvd, Sanford, FL 32773-7441 T: (407) 665-2000 F: (407) 665-2019 www.seminolecountyfl.gov

Designed By:

Drawn By:

Checked By:

Approved By:

SHEET NO.

VARIOUS LOCATIONS, SEMINOLE COUNTY, FL

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MATTHEW ROBERT CLARK

FL. P.E. NO. 94469

2024 FM ARV R&R

Project ID: 00083107

INDEX OF SHEETS

INDEX OF SHEETS

SHEET NO. TITLE

01 COVER

02 INDEX OF SHEETS

03 GENERAL NOTES

04 SCHEDULE OF WORK

05 LOCATION - SECTION 1

06 LOCATION - SECTIONS 2, 4, 10

07 LOCATION - SECTION 11

08 LOCATION - SECTION 11

09 LOCATION - SECTION 12

10 LOCATION - SECTION 13

11 LOCATION - SECTION 13

12 REPLACEMENTS - SECTION 1

13 REPLACEMENTS - SECTIONS 1, 2, 4

14 REPLACEMENTS - SECTIONS 4, 11

15 REPLACEMENTS - SECTION 11

16 REPLACEMENTS - SECTIONS 11, 12

17 REPLACEMENTS - SECTION 13

18 REPLACEMENTS - SECTION 13

19 DETAILS

20 DETAILS

21 DETAILS

22 DETAILS

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MRC

SEMINOLE COUNTY

500 West Lake Mary Blvd, Sanford, FL 32773-7441 T: (407) 665-2000 F: (407) 665-2019 www.seminolecountyfl.gov

Designed By:

Drawn By:

Checked By:

Approved By:

SHEET NO.

VARIOUS LOCATIONS, SEMINOLE COUNTY, FL

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MATTHEW ROBERT CLARK

FL. P.E. NO. 94469

2024 FM ARV R&R

Project ID: 00083107

GENERAL NOTES

GENERAL

1. ALL UTILITY WORK SHALL CONFORM TO THE STANDARDS SET IN THE PROJECT TECHNICAL SPECIFICATIONS (PROJECT MANUAL), SEMINOLE COUNTY UTILITY GENERAL CONDITIONS, SEMINOLE COUNTY UTILITY ENGINEERING MANUAL, LATEST EDITIONS, AND

APPLICABLE FEDERAL, STATE, AND LOCAL CODES AND REQUIREMENTS.

2. IF DISCREPANCY EXISTS BETWEEN STANDARDS, SPECIFICATIONS, CODES OR REGULATIONS, THE MORE STRINGENT SHALL APPLY.

3. THE LOCATIONS, DIMENSIONS, ELEVATIONS, ALIGNMENTS AND MATERIALS OF SHOWN UTILITIES AND STRUCTURES ARE SHOWN

BASED ON THE BEST AVAILABLE DATA AT THE TIME OF PRODUCTION OF THESE DOCUMENTS, AND ARE NOT GUARANTEED IN ACCURACY OR PRECISION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY AND TAKE RESPONSIBILITY FOR ANY DAMAGES TO EXISTING UTILITIES AND STRUCTURES RESULTANT OF POOR OR LACKING FIELD VERIFICATION.

4. THE CONTRACTOR SHALL FIELD VERIFY, WITH THE BEST AVAILABLE TECHNIQUES AND METHODS, ALL EXISTING UTILITIES WHICH

MAY BE IMPACTED BY THE WORK.

5. THE CONTRACTOR SHALL NOTIFY THE OWNER OF ALL UTILITIES 72 HOURS PRIOR TO STARTING ANY WORK TO PERMIT AMPLE TIME

FOR LOCATES, AT MINIMUM, VIA SUNSHINE ONE CALL (1-800-432-4770).

6. NO ADDITIONAL PAYMENT WILL BE FOR THE INCIDENTAL WORK OF FIELD VERIFICATION AND LOCATION OF EXISTING UTILITIES AND

STRUCTURES.

7. PRIOR TO BIDDING, ALL PERSPECTIVE CONTRACTORS ARE ADVISED TO CONDUCT WHATEVER INVESTIGATION DEEMED NECESSARY TO DETERMINE ACTUAL CONDITIONS OF THE WORK, AND IF DIFFERENCES ARE FOUND BETWEEN THESE PLANS AND FIELD CONDITIONS, TO BRING IT TO THE ATTENTION OF THE OWNER, WHO THEN ADDRESS IT BY MEANS OF BID ADDENDUM.

8. AFTER CONTRACT EXECUTION AND PRIOR TO WORK, THE CONTRACTOR SHALL SUBMIT A SCHEDULE OF SUBMITTALS, SCHEDULE OF

WORK, AND PRECONSTRUCTION DOCUMENTATION AND VIDEOS.

9. THE CONTRACTOR SHALL CONTACT THE OWNER AND ENGINEER IMMEDIATELY ON FINDING ANY DISCREPANCIES, CONFLICTS, OR UNSUITABLE FIELD CONDITIONS DURING CONSTRUCTION. ANY DEVIATIONS OF WORK MUST BE APPROVED PRIOR TO

IMPLEMENTATION BY MEANS OF AN AUTHORIZED "FIELD ORDER" OR "CHANGE ORDER".

10. DURING CONSTRUCTION, THE CONTRACTOR SHALL COORDINATE ALL WORK WITH OWNER ENGINEERING AND OPERATIONAL STAFF

TO MINIMIZE THE DISRUPTION OF SERVICE.

11. SEPARATIONS BETWEEN UTILITIES SHALL BE PROVIDED IN ACCORDANCE WITH 62-555.314, F.A.C..

12. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL SURVEY MARKERS, MONUMENTS, BENCHMARKS, ETC DURING THE WORK

AND SHALL RESTORE AND REPLACE AT NO ADDITIONAL COST TO THE OWNER.

PERMITS AND LICENSING

1. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING, MAINTAINING, AND MAKING PAYMENT OF ANY NECESSARY PERMITS TO

COMPLETE THE WORK, WHICH DEPENDING ON THE WORK COULD INCLUDE, BUT IS NOT LIMITED TO:

1.1. RIGHT-OF-WAY PERMITS

1.2. NPDES PERMITS ASSOCIATED WITH A STORM WATER POLLUTION PROTECTION PROGRAM OR DEWATERING

1.3. BUILDING PERMITS

1.4. NOTIFICATION OF DEMOLITION OR ASBESTOS RENOVATION

2. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING, MAINTAINING, AND MAKING PAYMENT OF ANY NECESSARY LICENSING TO COMPLETE THE WORK,WHICH DEPENDING ON THE WORK COULD INCLUDE, BUT IS NOT LIMITED TO:

2.1. GENERAL CONTRACTOR'S LICENCE

2.2. UNDERGROUND UTILITY CONTRACTOR'S LICENSE

2.3. ELECTRICAL CONTRACTOR'S LICENSE

2.4. ASBESTOS CONTRACTOR'S LICENSE

3. NO ADDITIONAL PAYMENTS WILL BE MADE UNLESS OTHERWISE SPECIFIED IN A BID ITEM.

4. THE OWNER WILL OBTAIN, MAINTAIN, AND MAKE PAYMENT FOR ANY REQUIRED FDEP PERMITS. COPIES OF THESE PERMITS WILL BE

INCLUDED IN THE PROJECT MANUAL.

WORK IN THE RIGHT-OF-WAY (R/W)

1. ALL WORK WITHIN THE R/W SHALL CONFORM TO THE STANDARDS OF THE JURISDICTION IN WHICH IT IS TAKING PLACE, SUCH AS

THE FLORIDA DEPARTMENT OF TRANSPORTATION, SEMINOLE COUNTY PUBLIC WORKS, OR OTHER LOCAL MUNICIPALITIES.

2. THE CONTRACTOR SHALL COORDINATE WITH THE R/W AGENCIES FOR ALL REQUIRED R/W PERMITTING AND R/W INSPECTIONS.

3. DRIVEWAYS, SIDEWALKS, AND ROADS MUST BE MAINTAINED PASSABLE AT ALL TIMES DURING CONSTRUCTION UNLESS AN

APPROVED M.O.T. PLAN IS IN PLACE. THE CONTRACTOR IS RESPONSIBLE FOR ALL NOTIFICATION TO OWNERS AND R/W AGENCIES

BEFORE ANY SCHEDULED SHUTDOWNS OR DISRUPTIONS.

4. THE CONTRACTOR SHALL FURNISH, PLACE, AND MAINTAIN ALL NECESSARY TRAFFIC CONTROL.

EXCAVATIONS, TRENCHING, AND BACKFILLING

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FOLLOWING ALL REQUIREMENTS OF OSHA, THE TRENCH SAFETY ACT, OR ANY

OTHER FEDERAL, STATE, OR LOCAL RULES, CODES, AND STANDARDS THAT PERTAIN TO SAFE EXCAVATION AND TRENCHING. THE OWNER WILL ISSUE A "STOP WORK ORDER" FOR ANY WORK NOT CONFORMING TO SAFE EXCAVATION AND TRENCHING LAWS, RULES, CODES, STANDARDS OF PRACTICE. NO ADDITIONAL CONTRACT TIME EXTENSION WILL BE MADE RESULTANT TO SUCH A

"STOP WORK ORDER".

2. CONTRACTOR SHALL PROVIDE ALL DEWATERING NECESSARY TO KEEP EXCAVATIONS DRY. CONTRACTOR SHALL SUBMIT

DEWATERING PLAN TO ENGINEER FOR APPROVAL.

3. ALL BACKFILLED AREAS SHALL BE COMPACTED TO 95% MODIFIED PROCTOR IN OPEN AREAS AND 98% MODIFIED PROCTOR UNDER PAVEMENT. SUB-BASE, BASE, AND PAVEMENT SHALL FOLLOW ALL CONTRACT DOCUMENTS, STATE AND LOCAL STANDARDS.

4. ALL BEDDING AND HAUNCHING AROUND PIPES AND STRUCTURES SHALL FOLLOW ALL CONTRACT DOCUMENTS, STATE AND LOCAL STANDARDS. ANY DAMAGE ASSOCIATED WITH OVER OR UNDER COMPACTION SHALL BE CORRECTED BY THE CONTRACTOR AT NO

ADDITIONAL COST TO THE OWNER.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, DISPOSAL, AND REPLACEMENT OF ANY UNSUITABLE BACKFILL

MATERIAL FROM THE SITE.

WASTEWATER UTILITIES

1. THE CONTRACTOR IS RESPONSIBLE FOR SUPPLYING AND UTILIZING THE PERSONAL PROTECTIVE EQUIPMENT NECESSARY TO

MITIGATE THE HAZARDS OF WORKING WITH OR NEAR WASTEWATER.

2. COORDINATE ALL WORK WITH OWNER ENGINEERING AND OPERATIONAL STAFF TO MINIMIZE THE DISRUPTION OF SERVICE.

CONTRACTOR TO SUBMIT A WORK PLAN FOR APPROVAL FOR EACH WORK AREA PRIOR TO MOBILIZATION. WHERE SECTIONS OF PIPE MUST BE SHUTDOWN FOR THE COMPLETION OF THE WORK, PROVIDE BYPASS PUMPING OR COORDINATE SERVICE SHUTDOWN

WITH THE OWNER A MINIMUM OF 72 HOURS PRIOR TO SHUT DOWN.

3. THE CONTRACTOR SHALL HAVE IN PLACE AND SUBMIT A DOCUMENTED SANITARY SEWER OVERFLOW (SSO) STANDARD

OPERATIONAL PROCEDURE (SOP).

4. WHERE WASTEWATER ENTRAINED IN PIPES HAS A REASONABLE EXPECTATION TO BE RELEASED, THE CONTRACTOR SHALL PROVIDE MEANS OF CONTAINMENT AND CLEANUP, INCLUDING BUT NOT LIMITED TO VACUUM TRUCKS.

5. IN THE EVENT WHERE WASTEWATER SPILLS CAN NOT BE CONTAINED, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER AND BEGIN EFFORTS OF CLEANUP AND CONTAINMENT. THE OWNER WILL NOTIFY THE APPROPRIATE LOCAL AND STATE

REGULATORS.

AS-BUILTS

1. THE CONTRACTOR SHALL MAINTAIN "AS-BUILT" INFORMATION DURING THE PROGRESS OF THE WORK. THE CONTRACTOR SHALL

EMPLOY THE SERVICES OF A REGISTERED SURVEYOR IN THE STATE OF FLORIDA TO DETERMINE ALL AS-BUILT DATA.

2. AT COMPLETION OF THE WORK, BUT PRIOR TO CERTIFICATION OF FINAL COMPLETION, THE CONTRACTOR SHALL SUPPLY THE

OWNER AND ENGINEER WITH REPRODUCIBLE AS BUILT DRAWINGS IN BOTH PDF AND AUTOCAD DWG FORMATS CONFORMING TO

THE STANDARDS SET FORTH IN THE PROJECT MANUAL.

RESTORATION

1. ALL DISTURBED AREAS OR DAMAGED STRUCTURES SHALL BE RETURNED TO SIMILAR OR BETTER CONDITION THEN EXISTING PRIOR

TO WORK, WITH THE SAME TYPE OF MATERIAL AND CONSTRUCTION. THIS INCLUDES REPLACING SODDING OR LANDSCAPING WITH

THE EXISTING SPECIES.

2. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL RESTORED SOD, SEEDING, OR LANDSCAPING FOR A 90 DAY PERIOD. ALL DEAD SOD, SEEDING, OR LANDSCAPING SHALL BE REPLACED AT NO ADDITIONAL COST TO THE OWNER.

3. ANY IRRIGATION SYSTEMS WHICH ARE DAMAGED MAY BE CAPPED FOR A MAXIMUM OF 24 HOURS AT THE APPROVAL OF THE PRIVATE OWNER. THE IRRIGATION SYSTEMS WILL BE REPAIRED BY THE CONTRACTOR WITH SAME MATERIALS AND MANUFACTURE, AND WILL HAVE SPRAY PATTERNS PROPERLY CONFIGURED AND COORDINATED WITH THE PRIVATE OWNER.

4. FINISHED GRADE ELEVATIONS REFER TO GRADE AFTER SODDING, ESTABLISHED SEEDING, PAVEMENT, OR OTHER SURFACE

TREATMENT.

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NOTES

1. REFERENCE SPEC. 01 20 00 UNIT PRICES FOR DETAILED BID ITEM INFORMATION.

2. QUANTITIES INDICATED ARE NOT A GUARANTEE. THE ACTUAL QUANTITY MAY INCREASE OR DECREASE DURING CONSTRUCTION.

3. WORK WHICH IS INTEGRAL TO THE COMPLETION OF THE PROJECT, BUT WHERE SEPARATE PAYMENT IS NOT SPECIFIED, IS CONSIDERED INCIDENTAL AND SHALL BE COMPLETED BY THE CONTRACTOR. COSTS

ASSOCIATED WITH THESE ITEMS IS UNDERSTOOD TO BE INCLUDED WITH THE ABOVE PAY ITEMS WITH NO ADDITIONAL OR SEPARATE PAYMENT MADE. REFERENCE SPEC. 01 20 00 FOR DETAILED INFORMATION.

SEMINOLE COUNTY

UTILITIES DEPARTMENT

500 West Lake Mary Blvd, Sanford, FL 32773-7441 T: (407) 665-2000 F: (407) 665-2019 www.seminolecountyfl.gov

Designed By:

Drawn By:

Checked By:

Approved By:

SHEET NO.

VARIOUS LOCATIONS, SEMINOLE COUNTY, FL

Revision Comment Date By

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MATTHEW ROBERT CLARK

FL. P.E. NO. 94469

2024 FM ARV R&R

Project ID: 00083107

SCHEDULE OF WORK

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SECTION 1 1 1 1 1 2 2 4 4 11 11 11 11 11 11 11 11 12 12 12 13 13 13 13 13 13 13

NO. 3 10 15 18 19 1 2 2 3 4 5 6 7 9 10 11 12 1 2 3 3 5 8 9 10 11 18

FORCE MAIN DIAMETER (NOM. IN.) 12 16 16 4 4 6 8 8 8 8 8 16 6 16 8 8 8 6 6 6 10 12 8 8 6 16 6

2 MOBILIZATION (EACH SITE) 27 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

3 PRECONSTRUCTION DOCUMENTATION (EACH SITE) 27 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

4 MAINTENANCE OF SERVICE (EACH SITE) 27 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

5 MOT, WORK WITHIN 15' OF SHOULDER (EACH SITE) 18 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

6 MOT, SIDEWALK CLOSURE WITHOUT DIVERSION (EACH SITE) 12 1 1 1 1 1 1 1 1 1 1 1 1

7 EXCAVATE AND EXPOSE EXISTING FORCE MAIN (EACH) 3 1 1 1

8 REMOVE AND REPLACE EXISTING CONC. SIDEWALK / TRAIL (SY) 121 18 8 6 6 10 27 6 8 8 8 9 7

9 REMOVE EXISTING STRUCTURE, LID, FRAME, AND COVER (EACH) 12 1 1 1 1 1 1 1 1 1 1 1 1

10 REMOVE EXISTING LID, FRAME, AND COVER (EACH) 2 1 1

11 REMOVE EXISTING FRAME AND COVER (EACH) 5 1 1 1 1 1

12 REMOVE EXISTING ARV ASSEMBLY (EACH) 27 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

13 CORE EXISTING STRUCTURE (EACH) 5 1 1 1 1 1

14 F&I NEW 2X4" SS SERVICE SADDLE AT EXISTING TAP (EACH) 2 1 1

15 F&I NEW 2X6" SS SERVICE SADDLE AT EXISTING TAP (EACH) 7 1 1 1 1 1 1 1

16 F&I NEW 2X8" SS SERVICE SADDLE AT EXISTING TAP (EACH) 10 1 1 1 1 1 1 1 1 1 1

17 F&I NEW 2X10" SS SERVICE SADDLE AT EXISTING TAP (EACH) 1 1

18 F&I NEW 2X12" SS SERVICE SADDLE AT EXISTING TAP (EACH) 2 1 1

19 F&I NEW 2X16" SS SERVICE SADDLE AT EXISTING TAP (EACH) 5 1 1 1 1 1

20 F&I NEW ARV ASSEMBLY, ABOVE GRADE, OVER FORCE MAIN (EACH) 11 1 1 1 1 1 1 1 1 1 1 1

21 F&I NEW ARV ASSEMBLY, ABOVE GRADE, OFFSET FORCE MAIN (EACH) 9 1 1 1 1 1 1 1 1 1

22 F&I NEW ARV ASSEMBLY, BELOW GRADE, OVER FORCE MAIN (EACH) 7 1 1 1 1 1 1 1

23 F&I NEW STRUCTURE LID (EACH) 5 1 1 1 1 1

24 F&I NEW FRAME AND COVER, 24" COMPOSITE (EACH) 1 1

25 F&I NEW FRAME AND COVER, 30" COMPOSITE (EACH) 5 1 1 1 1 1

26 F&I NEW BOLLARDS (EACH) 4 3 1

27 BACKFILL AT REMOVED STRUCTURE (EACH) 13 1 1 1 1 1 1 1 1 1 1 1 1 1

28 FINAL GRADING, SODDING, AND RESTORATION (EACH SITE) 27 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

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s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s sss s s s s s s ss s s s s s s s s ss s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s ss ss s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s ss ss s s s s s s ss s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s ss ss s s s sss s s s s s s s s s s s s s s s s s s s s s s s ss s s s s s s ss s s ss s s s s s s s s s s s s s s s s s s s s s s s s s s ss s s sss s s s s ss s s s s s s s s s s s s s s s s s s s s s s s s s s s ss s s s s s ssss s s s s s s s s s s ss s s s s s s s s ss s s s ss s s s s s s s ss s s s s s ss s ss s s s s s ss s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s sss s s s s s s ss s s s s s sss s s s s s s s s s s s s s s ssss s s s s s s s ss s s s s ss s s s s s s ss s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s ss s s ss s s s s s s s s s s s s s s s s ss s s s s s s s s s ss s s s s s s s s s s s s s s s s s ss s s s s s s s s s s s s s s s ss s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s ss s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s ss s s s s s s s s s s s s s s s s s s s s s sss s s s s s s ss s s s s s s s s s s s s ss s s s s s s s s s s s s s s s s ss ss s s s s s s s s s s s s s s s s s s s s sss s s s ss s s ss s s ss s s s ss s s s s s s s s s s s s s s s s s s s s s s ss s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s sss s s s s ss s ssss s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s sss s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s ss s s sss s s s s s s s s s s s s s s s s s s s s s s s s ss s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s ss s sss s s s s s s s s s s s s s s s s ss s s s s s s s ss s ss ss s s s s s s s s s ss s s s s s s s s s s s s s s ss s s s s s s s s s s ssss s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s ss s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s ss ss ss s s s s s s s s ss s s s s s s s s s s s s s s s s ss s s s s s ss ss s ss s s s s s s s s ss ss s s ss s s s s s s sss s s s s s s s sss s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s ss s s s s s s s s s s s s s s s s s s s s ss s s s s s s s s s s s s s s s s s s s s s ss s s s ss s s s s s s s s ss s s s ss s s s s s s s s ss s s s s s s s s s s s s s s s s s s s s s s s s s s s ss s s s s s s s s ss s s sss s s s sss s s s s s s s s s s s s s s s s s s s s s s s s s s s ssss s s s s s s s s s ss ss s s s s s s s s s s s s s ss sss s s s ssss s s ss s s s s s s ss s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s ss ss s s s s s ss s s s ss s s ss s s s s s s s s sss ss s s s s s s s s s s s ss s s s s ss s ss s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s ss s s s ss s s s s s s s s s s s s s s s s s s s s s s s s s s s s sss s s s s s s ss s s s s s s s s s s ss s s s s s s s s sss s s s s s s s s s ss ss s s s s s s s s s s s s s ss s s ss s s s s ss s s s s ss s s s s s s s s s s ss s s s s s s s s s s s s s s s s s s s s s s s s s ss s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s ss s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s sss s s s s s s ss s s s s s s s s ss s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s ss ss s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s ss ss s s s s s s ss s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s ss ss s s s sss s s s s s s s s s s s s s s s s s s s s s s s ss s s s s s s ss s s 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s s s s s s s s s s s s s s s s ss s s s ss s s s s s s s s ss s s s ss s s s s s s s s ss s s s s s s s s s s s s s s s s s s s s s s s s s s s ss s s s s s s s s ss s s sss s s s sss s s s s s s s s s s s s s s s s s s s s s s s s s s s ssss s s s s s s s s s ss ss s s s s s s s s s s s s s ss sss s s s ssss s s ss s s s s s s ss s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s ss ss s s s s s ss s s s ss s s ss s s

SEMINOLE COUNTY

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500 West Lake Mary Blvd, Sanford, FL 32773-7441 T: (407) 665-2000 F: (407) 665-2019 www.seminolecountyfl.gov

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SHEET NO.

VARIOUS LOCATIONS, SEMINOLE COUNTY, FL

Revision Comment Date By

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MATTHEW ROBERT CLARK

FL. P.E. NO. 94469

2024 FM ARV R&R

Project ID: 00083107

LOCATION - SECTION 1

SCALE:

SECTION 1 ARV 3 - 1164AR

1" = 100'

NOTES

1. LOCATIONS ARE APPROXIMATE AND BASED ON THE LATEST UTILITY GIS DATA AND RECORD DRAWINGS.

2. THE CONTRACTOR SHALL FIELD VERIFY, WITH THE BEST AVAILABLE TECHNIQUES AND METHODS, ALL EXISTING

UTILITIES WHICH MAY BE IMPACTED BY THE WORK.

SCALE:

SECTION 1 ARV 10 - 1092AR

1" = 100' SCALE:

SECTION 1 ARV 15 - NW4309AR

1" = 100'

SCALE:

SECTION 1 ARV 18 - NW3773AR

1" = 100' SCALE:

SECTION 1 ARV 19 - 2489AR

1" = 100'

SECTION 1

ARV 3 SECTION 1

ARV 10

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HEADQUARTER HYUNDIA

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s s s s s ss s s s s s s s s s s s s s s ss s s s s s s s s s s ssss s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s ss s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s ss ss ss s s s s s s s s ss s s s s s s s s s s s s s s s s ss s s s s s ss ss s ss s s s s s s s s ss ss s s ss s s s s s s sss s s s s s s s sss s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s ss s s s s s s s s s s s s s s s s s s s s ss s s s s s s s s s s s s s s s s s s s s s ss s s s ss s s s s s s s s ss s s s ss s s s s s s s s ss s s s s s s s s s s s s s s s s s s s s s s s s s s s ss s s s s s s s s ss s s sss s s s sss s s s s s s s s s s s s s s s s s s s s s s s s s s s ssss s s s s s s s s s ss ss s s s s s s s s s s s s s ss sss s s s ssss s s ss s s s s s s ss s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s ss ss s s s s s ss s s s ss s s ss s s s s s s s s sss ss s s s s s s s s s s s ss s s s s ss s ss s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s ss s s s ss s s s s s s s s s s s s s s s s s s s s s s s s s s s s sss s s s s s s ss s s s s s s s s s s ss s s s s s s s s sss s s s s s s s s s ss ss s s s s s s s s s s s s s ss s s ss s s s s ss s s s s ss s s s s s s s s s s ss s s s s s s s s s s s s s s s s s s s s s s s s s ss s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s ss s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s sss s s s s s s ss s s s s s s s s ss s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s ss ss s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s ss ss s s s s s s ss s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s ss ss s s s sss s s s s s s s s s s s s s s s s s s s s s s s ss s s s s s s ss s s ss s s s s s s s s s s s s s s s s s s s s s s s s s s ss s s sss s s s s ss s s s s s s s s s s s s s s s s s s s s s s s s s s s ss s s s s s ssss s s s s s s s s s s ss s s s s s s s s ss s s s ss s s s s s s s ss s s s s s ss s ss s s s s s ss s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s sss s s s s s s ss s s s s s sss s s s s s s s s s s s s s s ssss s s s s s s s ss s s s s ss s s s s s s ss s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s ss s s ss s s s s s s s s s s s s s s s s ss s s s s s s s s s ss s s s s s s s s s s s s s s s s sss s s s s s s s s s s s s s s s ss s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s ss s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s ss s s s s s s s s s s s s s s s s s s s s s sss s s s s s s ss s s s s s s s s s s s s ss s s s s s s s s s s s s s s s s ss ss s s s s s s s s s s s s s s s s s s s s sss s s s ss s s ss s s ss s s s ss s s s s s s s s s s s s s s s s s s s s s s ss s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s sss s s s s ss s ssss s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s sss s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s ss s s sss s s s s s s s s s s s s s s s s s s s s s s s s ss s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s ss s sss s s s s s s s s s s s s s s s s ss s s s s s s s ss s ss ss s s s s s s s s s ss s s s s s s s s s s s s s s ss s s s s s s s s s s ssss s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s ss s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s ss ss ss s s s s s s s s ss s s s s s s s s s s s s s s s s ss s s s s s ss ss s ss s s s s s s s s ss ss s s ss s s s s s s sss s s s s s s s sss s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s ss s s s s s s s s s s s s s s s s s s s s ss s s s s s s s s s s s s s s s s s s s s s ss s s s ss s s s s s s s s ss s s s ss s s s s s s s s ss s s s s s s s s s s s s s s s s s s s s s s s s s s s ss s s s s s s s s ss s s sss s s s sss s s s s s s s s s s s s s s s s s s s s s s s s s s s ssss s s s s s s s s s ss ss s s s s s s s s s s s s s ss sss s s s ssss s s ss s s s s s s ss s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s ss ss s s s s s ss s s s ss s s ss

SEMINOLE COUNTY

UTILITIES DEPARTMENT

500 West Lake Mary Blvd, Sanford, FL 32773-7441 T: (407) 665-2000 F: (407) 665-2019 www.seminolecountyfl.gov

Designed By:

Drawn By:

Checked By:

Approved By:

SHEET NO.

VARIOUS LOCATIONS, SEMINOLE COUNTY, FL

Revision Comment Date By

_0 5~

0X -L

O C

.d w g 4/

/2

3:

P M

C la rk , M at th ew _S

C

ES

.s tb

X

MATTHEW ROBERT CLARK

FL. P.E. NO. 94469

2024 FM ARV R&R

Project ID: 00083107

LOCATION - SECTIONS 2, 4, 10

SCALE:

SECTION 2 ARV 1 - 1111AR

1" = 100' SCALE:

SECTION 2 ARV 2 - 1009AR

1" = 100' SCALE:

SECTION 4 ARV 2 - 1144AR

1" = 100'

SCALE:

SECTION 4 ARV 3 - 1143AR

1" = 100'

SECTION 2

ARV 1

SECTION 2

ARV 2

SECTION 4

ARV 2

SECTION 4

ARV 3

LAKE MARY HS

655 LONGWOOD LAKE

MARY RD,

LAKE MARY

GREEN WAY BLVD

R

EM

IN

G

TO

N

O

AK

D R

SEMINOLE COUNTY

PUBLIC LIBRARY

580 GREEN WAY BLVD,

LAKE MARY

GREEN WAY BLVD

LA

KE

E M

M A

R D

OAK GROVE CIR

FOX HUNT CIR

GREENWOOD PARK

660 GREEN WAY BLVD,

LAKE MARY

651 FOX HUNT CIR,

LONGWOOD

LA

KE

E M

M A

R D

FREYER DR

1905 LAKE EMMA RD,

LONGWOOD

NOTES

1. LOCATIONS ARE APPROXIMATE AND BASED ON THE LATEST UTILITY GIS DATA AND RECORD DRAWINGS.

2. THE CONTRACTOR SHALL FIELD VERIFY, WITH THE BEST AVAILABLE TECHNIQUES AND METHODS, ALL EXISTING

UTILITIES WHICH MAY BE IMPACTED BY THE WORK.

WKW

AL

s s s s s s sss ss s s s s s s s s s s s ss s s s s ss s ss s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s ss s s s ss s s s s s s s s s s s s s s s s s s s s s s s s s s s s sss s s s s s s ss s s s s s s s s s s ss s s s s s s s s sss s s s s s s s s s ss ss s s s s s s s s s s s s s ss s s ss s s s s ss s s s s ss s s s s s s s s s s ss s s s s s s s s s s s s s s s s s s s s s s s s s ss s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s ss s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s sss s s s s s s ss s s s s s s s s ss s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s ss ss s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s ss ss s s s s s s ss s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s ss ss s s s sss s s s s s s s s s s s s s s s s s s s s s s s ss s s s s s s ss s s ss s s s s s s s s s s s s s s s s s s s s s s s s s s ss s s sss s s s s ss s s s s s s s s s s s s s s s s s s s s s s s s s s s ss s s s s s ssss s s s s s s s s s s ss s s s s s s s s ss s s s ss s s s s s s s ss s s s s s ss s ss s s s s s ss s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s sss s s s s s s ss s s s s s sss s s s s s s s s s s s s s s ssss s s s s s s s ss s s s s ss s s s s s s ss s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s ss s s ss s s s s s s s s s s s s s s s s ss s s s s s s s s s ss s s s s s s s s s s s s s s s s sss s s s s s s s s s s s s s s s ss s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s ss s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s ss s s s s s s s s s s s s s s s s s s s s s sss s s s s s s ss s s s s s s s s s s s s ss s s s s s s s s s s s s s s s s ss ss s s s s s s s s s s s s s s s s s s s s sss s s s 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s s s s s s s s s s s s s s s ss s s s ss s s s s s s s s ss s s s ss s s s s s s s s ss s s s s s s s s s s s s s s s s s s s s s s s s s s s ss s s s s s s s s ss s s sss s s s sss s s s s s s s s s s s s s s s s s s s s s s s s s s s ssss s s s s s s s s s ss ss s s s s s s s s s s s s s ss sss s s s ssss s s ss s s s s s s ss s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s…

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