CC-5352-23_Technical_Drawings.pdf

SEMINOLE COUNTY BOARD OF COUNTY COMMISIONERS

ENVIRONMENTAL SERVICES DEPARTMENT

CIP 00227409

GREENWOOD LAKES WATER RECLAIMATION FACILITY (GWL WRF)

SODIUM HYPOCHLORITE TANK REPLACEMENTS

CC-TBD

100% DESIGN - ISSUE FOR BID

VACINITY MAP

LOCATION DESCRIPTION:

SECTION 20 OF TOWNSHIP 20 SOUTH RANGE 30 EAST

ADDRESS

701 GREEN WAY BLVD, LAKE MARY FL, 32726

BOARD OF COUNTY COMMISSIONERS

BOB DALLARI DISTRICT 1

JAY ZEMBOWER DISTRICT 2

LEE CONSTANTINE DISTRICT 3

AMY LOCKHART CHAIR, DISTRICT 4

ANDRIA HERR VICE CHAIR, DISTRICT 5

DARREN GRAY COUNTY MANAGER

ENGINEER

MATTHEW CLARK, P.E.

SEMINOLE COUNTY ENVIRONMENTAL SERVICES

PROJECT MANAGER

MICHAEL BOGGS

SEMINOLE COUNTY ENVIRONMENTAL SERVICES

OPERATIONS FIELD REPRESENTATIVE

DAVID WRIGHT, CHIEF WWTP OPERATOR

SEMINOLE COUNTY ENVIRONMENTAL SERVICES

SEMINOLE COUNTY ENVIRONMENTAL SERVICE DEPARTMENT

500 W LAKE MARY BLVD, SANFORD FL, 32773

407-665-2110

DEPARTMENT DIRECTOR: KIM ORNBERG, P.E

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

AUGUST 2023

GREENWOOD LAKES WRF

701 GREEN WAY BLVD

GREEN WAY BLVD

LA

KE

P

AR

K D

R

SEMINOLE COUNTY

ENVIRONMENTAL SERVICES

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:

DRAWING SCALE MIGHT

DIFFER DUE TO REPRODUCTIONApproved By:

Date:

Project ID:

Scale:

8/15/23

00227409

SHEET NO.

LAKE MARY, SEMINOLE COUNTY, FL

Revision Comment Date By

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MRC

NTS

INDEX & GENERAL NOTES

100% DESIGN - ISSUE FOR BID 8/15/23 MRC1 MRC

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. REFERENCE PROJECT MANUAL APPENDIX A FOR EXISTING SITE PHOTOS. THIS DOES NOT RELIEVE THE CONTRACTOR FROM PERFORMING FIELD VERIFICATION OF ALL EXISTING CONDITIONS WHICH MAY BE IMPACTED, OR IMPACT THE WORK.

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

6. 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.

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

WORK, AND PRECONSTRUCTION DOCUMENTATION AND VIDEOS.

8. 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 THE OWNER OR ENGINEER BY MEANS OF "FIELD ORDER" OR "CHANGE ORDER".

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

TO MINIMIZE THE DISRUPTION OF SERVICE.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING ANY CONSTRUCTION ACTIVITIES OUTSIDE OF WORK AREA LIMITS . 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

11. WHEN WORKING ON TREATMENT FACILITIES, THE CONTRACTOR IS RESPONSIBLE FOR SUPPLYING AND UTILIZING THE PERSONAL PROTECTIVE EQUIPMENT NECESSARY TO MITIGATE THE HAZARDS OF WORKING WITH OR NEAR WASTEWATER AND CHEMICALS.

12. COORDINATE ALL WORK WITH OWNER ENGINEERING AND OPERATIONAL STAFF TO MINIMIZE THE DISRUPTION OF OPERATION. WHERE PROCESSES MUST BE SHUTDOWN FOR THE COMPLETION OF THE WORK, PROVIDE TEMPORARY EQUIPMENT TO MAINTAIN SERVICE OR COORDINATE PROCESS SHUTDOWN WITH THE OWNER A MINIMUM OF 72 HOURS PRIOR TO SHUT DOWN.

13. WHERE WASTEWATER OR CHEMICALS ENTRAINED IN PIPES HAS A REASONABLE EXPECTATION TO BE RELEASED, THE CONTRACTOR

SHALL PROVIDE MEANS OF CONTAINMENT AND CLEANUP.

14. IN THE EVENT WHERE WASTEWATER OR CHEMICAL 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.

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

LEGEND

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

GENERAL NOTES

INDEX OF SHEETS

SHEET NO SHEET TITLE

01 COVER

02 INDEX & GENERAL NOTES

03 EXISTING SITE

04 DEMOLITION PLAN

05 PROPOSED PLAN

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:

DRAWING SCALE MIGHT

DIFFER DUE TO REPRODUCTIONApproved By:

Date:

Project ID:

Scale:

8/15/23

00227409

SHEET NO.

LAKE MARY, SEMINOLE COUNTY, FL

Revision Comment Date By

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GWL WRF HYPO-TANK REPLC.

MRC

VARIES

EXISTING SITE

MRC

SODIUM HYPOCHLORITE

FACILITY

TANK 1

EXISTING 2,500 GALLON

SODIUM HYPOCHLORITE

TANK TO BE REPLACED

TANK 2

EXISTING 2,500 GALLON

SODIUM HYPOCHLORITE

TANK TO BE REPLACED

TANK 3

EXISTING 2,500 GALLON

SODIUM HYPOCHLORITE

TANK TO REMAIN

TANK 4

EXISTING 2,500 GALLON

SODIUM HYPOCHLORITE

TANK TO BE REPLACED

SCALE:

GREENWOOD LAKES WRF SITE PLAN

1" = 100'

SCALE:

SODIUM HYPOCHLORITE FACILITY

N.T.S.

EXISTING PIPING TO BE

RECONFIGURED (TYP)

TEMPORARY LAYDOWN

AND STORAGE AREA

EXISTING PIPING TO BE

RECONFIGURED (TYP)

100% DESIGN - ISSUE FOR BID 8/15/23 MRC1

AutoCAD SHX Text X

AutoCAD SHX Text

OU

AutoCAD SHX Text

POWER GOES

AutoCAD SHX Text

UNDER GROUND

AutoCAD SHX Text

GATE

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

TR

AutoCAD SHX Text T

AutoCAD SHX Text

TR

AutoCAD SHX Text T

AutoCAD SHX Text

6" METAL

AutoCAD SHX Text C12

AutoCAD SHX Text C13

AutoCAD SHX Text

BFO

AutoCAD SHX Text U

AutoCAD SHX Text C14

AutoCAD SHX Text C15

AutoCAD SHX Text

GREEN WAY BOULEVARD

AutoCAD SHX Text

6O.00' RIGHT OF WAY

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:

DRAWING SCALE MIGHT

DIFFER DUE TO REPRODUCTIONApproved By:

Date:

Project ID:

Scale:

8/15/23

00227409

SHEET NO.

LAKE MARY, SEMINOLE COUNTY, FL

Revision Comment Date By

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GWL WRF HYPO-TANK REPLC.

MRC

VARIES

DEMOLITION PLAN

MRC

SCALE:

HYPOCHLORITE STORAGE DEMOLITION PLAN

1/4" = 1'

DEMO. EXIST. TANKS, CUT

OFF ANCHORS AT SLAB

(TYP TANKS 1, 2, & 4)

REMOVE & RETAIN EXIST.

LEVEL INDICATORS (TYP

2 EACH TANK)

DEMO. EXIST. VENT

AND FILL LINES TO

NEXT FEASIBLE JOINT

(TYP EACH TANK)

REMOVE & RETAIN

EXIST. LEVEL

INDICATORS (TYP 2

EACH TANK, NOT

SHOWN)

DEMO. EXIST. TANKS,

CUT OFF ANCHORS AT

SLAB (TYP TANKS 1, 2, 4)

DEMO. EXIST. VENT AND FILL

LINES TO NEXT FEASIBLE

JOINT (TYP EACH TANK)

DEMO. EXIST. SUCTION

LINES TO NEXT FEASIBLE

JOINT (TYP TANK 1 & 2)

DEMO. EXIST. TANK 4

SUCTION LINES TO NEXT

FEASIBLE JOINT

EXIST.

TANK 1

EXIST.

TANK 2

EXIST.

TANK 3

EXIST.

TANK 4

DEMO. EXIST. TANK 3

SUCTION LINE NEAREST

UNIONIZED BALL VALVE

DEMO. EXIST. SUCTION

LINES TO NEXT FEASIBLE

COMMON JOINT (TYP)

DEMO. EXIST. TANK 3

SUCTION LINE DRAIN

UNIONIZED BALL VALVE

DEMO. EXIST. SUCTION

LINES TO NEXT FEASIBLE

COMMON JOINT (TYP)

NOTES:

1. PLAN VIEW IS FOR ILLUSTRATIVE

PURPOSES, REFERENCE SITE PHOTOS

FOR DETAILED SCOPE OF DEMOLITION.

A

SCALE:

PHOTO A - TANK 1 DEMO (TYP 3)

N,T,S, SCALE:

PHOTO B - TANK 1 & 2 SUCTION DEMO

N,T,S, SCALE:

PHOTO C - TANK 3 & 4 SUCTION DEMO

N,T,S, B C

100% DESIGN - ISSUE FOR BID 8/15/23 MRC1

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:

DRAWING SCALE MIGHT

DIFFER DUE TO REPRODUCTIONApproved By:

Date:

Project ID:

Scale:

8/15/23

00227409

SHEET NO.

LAKE MARY, SEMINOLE COUNTY, FL

Revision Comment Date By

_0 5-

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GWL WRF HYPO-TANK REPLC.

MRC

VARIES

PROPOSED PLAN

MRC

SCALE:

HYPOCHLORITE STORAGE PLAN

1/4" = 1'

NOTES:

1. PLAN VIEW IS FOR ILLUSTRATIVE PURPOSES, CONTRACTOR

TO VERIFY FIELD CONDITIONS.

2. ADDITIONAL FITTINGS OR PIPE MAYBE BE REQUIRED TO MAKE

CONNECTION CLEAN AND ORDERLY.

3. CALIBRATE SITE SIGHT GLASS GAUGE SO THAT "0" IS AT TANK

BOTTOM TO INSURE THAT VOLUME CAN BE ACCURATELY

INFERRED BY GAUGE MEASUREMENT.

4. RECONNECT AND CONFIGURE EXISTING LEAK DETECTION

AND LEVEL INDICATORS FOR TANKS 1, 2, 4. OWNER I&C STAFF

WILL WITNESS AND COORD. RECALIBRATING, AS NEEDED.

5. ALL NEW TANKS AND PIPING, AS FEASIBLY POSSIBLE, SHALL

BE LEAK TESTED FULL WITH CLEAN WATER FOR A MINIMUM

OF 24 HRS. FIX ALL LEAKS TO OWNER'S SATISFACTION.

TANK 2 EXIST.

TANK 3 TANK 4

CONNECT TANK

VENT TO EXIST

VENT, MATCH VENT

MAIN DIA, REF

EXIST. TANK 4 (TYP

TANKS 1, 2, 4)

CONNECT TANK FILL TO

EXIST VENT, MATCH FILL

MAIN DIA, REF EXIST. TANK 4

(TYP TANKS 1, 2, 4)

TANK SUCTION, SIGHT GLASS,

LEAK GLASS, CONNECT TO

EXIST. SUCTION, REF DETAIL.

(TYP ALL TANKS)

RECONNECT LEAK

DETECTION INDICATOR TO

FLANGE AT ANNULAR SPACE,

REF. EXIST. CONN. AT TANK 3

(TYP TANKS 1, 2, 4)

RECONNECT LEVEL

INDICATOR TO FLANGE,

REF. EXIST. CONN. AT TANK

3 (TYP TANKS 1, 2, 4)

RECONFIG. SIGHT

GLASS & SUCTION

(TANK 3)

TANK 1

2" SCH 80 PVC

SUCTION (TYP)

2" SCH 80 TRUE UNION

VENTED BV (TYP)

CONN. TANK W/

BACKUP FLG. & APP.

FLG. GASKET (TYP)

FLEX. CONN. (TYP)

CONN. TO EXIST.

SUCTION LINE

SIGHT GLASS

ASSEMBLY, REF.

EXIST. TANK 3

(TYP)

LEAK SIGHT GLASS

ASSEMBLY, REF.

EXIST. TANK 3 (TYP

TANKS 1, 2, 4)

SCALE:

TANK 1 & 2 CONNECTION

1/2" = 1'

TANK 1

TANK 2

2" SCH 80 PVC

SUCTION (TYP)

2" SCH 80 TRUE UNION

VENTED BV (TYP)

CONN. TANK W/

BACKUP FLG. & APP.

FLG. GASKET (TYP)

FLEX. CONN. (TYP)

CONN. TO EXIST.

SUCTION LINE

SIGHT GLASS ASSEMBLY,

REF. EXIST. TANK 3 (TYP)

LEAK SIGHT GLASS ASSEMBLY, REF.

EXIST. TANK 3 (TYP TANKS 1, 2, 4)

SCALE:

TANK 3 & 4 CONNECTION

1/2" = 1'

EXIST.

TANK 3

TANK 4

NEW 2,500 GALLON DOUBLE

WALLED POLYPROPYLENE

SODIUM HYPOCHLORITE

TANKS (TYP TANKS 1, 2, 4)

100% DESIGN - ISSUE FOR BID 8/15/23 MRC1