ITB-2019-0502_CPH_Plans_and_Drawings_C1993_Bid_Set_7.2.19.pdf

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PROJECT NO. C1993

VICINITY MAP

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P l a n

S e t C c o v e r s h e e t d w g

J u n e www.cphcorp.com

Architects

Engineers

Environmental

Landscape Architects

M / E / P

Planners

Surveyors

Traffic/Transportation

A Full Service A & E Firm

1117 East Robinson Street, Orlando, FL 32801

Phone: 407.425.0452

Arch. Lic. No. AA2600926

Landscape Lic. No. LC0000298

Licenses:

Eng. C.O.A. No. 3215

Survey L.B. No. 7143

N

CITY OF CASSELBERRY

OWNER:

95 TRIPLET LAKE DRIVE

(407) 262-7725

CASSELBERRY, FLORIDA 32707

CONTACT: TARA LAMOUREUX, CONTACT: SCOTT A. BREITENSTEIN, P.E.

(407) 425-0452

ORLANDO, FLORIDA 32801

1117 EAST ROBINSON STREET

ENGINEER:

CPH CORP.

BID SET

PROJECT

LOCATION

CITY OF CASSELBERRY

Howell Park WTP Improvements

VICE MAYOR / CITY COMMISSIONER:ANTHONY ARAMENDIA

KELLY BROCK

MAYOR / CITY COMMISSIONER:

CITY COMMISSIONER:

CITY COMMISSIONER:

CITY OFFICIALS:

CHARLENE GLANCY

BILL HUFFORD

CITY MANAGER:

MARK BUSCH

MARK GISCLARPUBLIC WORKS DIRECTOR:

ANDREW MEADOWS

CITY COMMISSIONER:

DEPUTY PUBLIC WORKS

DIRECTOR / CITY ENGINEER:

JAMES R. NEWTON

TARA LAMOUREUX

WATER RESOURCES MANAGER

C-1

C-2

INDEX OF SHEETS

C-1

CITY OF CASSELBERRY GENERAL NOTES

COVER SHEET

C-3

TOPOGRAPHIC SURVEY

C-5 SITE DEMOLITION PLAN

C-4

TOPOGRAPHIC SURVEY

C-6 OVERALL SITE PLAN

C-7 SITE GRADING PLAN

C-8 SITE PIPING PLAN

C-9

C-10

C-12

C-14

CHEMICAL PUMPS PIPING PLAN AND

EXISTING WELL NO. 1 PIPING

CITY OF CASSELBERRY STANDARD DETAILS

C-15 STANDARD DETAILS

A0.2 A0.1

LIFE SAFETY

GENERAL INFORMATION

A1.0

ROOF PLAN

A2.0 EXTERIOR ELEVATIONS

A1.1

FLOOR PLAN

A3.0 WALL SECTIONS

A4.0 ENLARGED PLAN

M-1 HVAC PLAN

M-2 HVAC SCHEDULES

P-1 PLUMBING PLAN

P-2 PLUMBING SCHEDULES

S1.0

FOUNDATION PLAN

S1.2 SECTIONS

S1.1

STRUCTURAL GENERAL NOTES

S1.3 STRUCTURAL DETAILS

S2.0 ROOF FRAMING PLAN AND SECTIONS

AA0.2

AA0.1

LIFE SAFETY

GENERAL INFORMATION

AA1.0

ROOF PLAN

AA2.0 EXTERIOR ELEVATIONS

AA1.1

FLOOR PLAN/RCP

AA3.0 WALL SECTIONS

MM-1 VENTILATION PLAN AND SECTIONS

PP-1 PLUMBING PLANS AND DETAILS

SS1.0

FOUNDATION PLAN

SS1.2 FOUNDATION DETAILS

SS1.1

STRUCTURAL GENERAL NOTES

SS1.3 STRUCTURAL DETAILS

SS2.0 ROOF FRAMING PLAN

CHEMICAL PUMPS AND WELL NO. 1 BUILDINGCIVIL DRAWINGS

HSP, ELECTRICAL, AND OPERATIONS BUILDING

E-02

E-01

ELECTRICAL DEMOLITION SITE PLAN

E-03

ELECTRICAL SITE PLAN

E-05 SINGLE LINE DIAGRAM

E-04

DEMOLITION SINGLE LINE DIAGRAM

E-06 CONTROL WIRING DIAGRAM

E-07 ELEMENTARY DIAGRAMS

E-13 CHEMICAL BUILDING POWER PLAN

E-14 CHEMICAL BUILDING LIGHTING PLAN

E-08

RISER DIAGRAMS

E-10 HSP BUILDING POWER PLAN

E-09

BACKUP RELAY LOGIC

E-11 HSP BUILDING LIGHTING PLAN

E-12

ELECTRICAL AND INSTRUMENTATION

I-01

I-02 P AND ID TREATMENT

E-16 LIGHTING DETAILS

E-15

E-17 ELECTRICAL DETAILS - 1

E-18 ELECTRICAL DETAILS - 2

I-03 P AND ID CHEMICALS

I-04 P AND ID POWER

I-05 CONTROL SYSTEM

HSP BUILDING LIGHTNING PROTECTION

AND GROUNDING PLAN

CHEMICAL BUILDING LIGHTNING PROTECTION

AND GROUNDING PLAN

INSTRUMENTATION NOTES, SYMBOLS, AND

ABBREVIATIONS

HIGH SERVICE PUMPS PIPING PLAN

AND SECTIONS

ELECTRICAL NOTES SYMBOLS, AND

ABBREVIATIONS

CHEMICAL INJECTION DETAILS AND

WELL NO. 3 FLOW METER

RED BUG LAKE ROAD

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JASMINE ROAD

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WILSHIRE BLVD.

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ASSISTANT PUBLIC WORKS

DIRECTOR / UTILITY MANAGER:

A5.0 DETAILS

C-11 CHEMICAL PUMPS PIPING SECTIONS

C-13 FLOW METERS AND SITE SPECIFIC DETAILS

C-5A SITE DEMOLITION PLAN

GENERAL NOTES

THE FOLLOWING ARE THE UTILITIES WHICH MAY HAVE LINES IN THE CONSTRUCTION AREA:

CITY OF CASSELBERRY UTILITIES 407-262-7725

FLORIDA PUBLIC UTILITIES 407-322-5733

TIME WARNER CABLE 407-295-9119 EXT. 1635

BELL SOUTH TELECOMMUNICATIONS 407-327-0406

DUKE ENERGY FLORIDA 407-359-4478

1. THE CONTRACTOR SHALL CONTACT "SUNSHINE ONE CALL" UTILITY LOCATOR AT LEAST

TWO (2) FULL BUSINESS DAYS PRIOR TO COMMENCEMENT OF WORK PER CHAPTER 556 OF

THE FLORIDA STATURES FOR ANY LOCATES OUTSIDE OF THE WTP SITE. CONTRACTOR

SHALL COORDINATE WITH WTP PERSONAL FOR ASSISTANCE IN LOCATING ALL UTILITIES

WITHIN THE PLANT SITE. CALL SSOCOF AT 800-432-4770 OR DIAL 811.

2. THE CONTRACTOR SHALL OBTAIN FROM THE ENGINEER COPIES OF ALL REGULATORY

AGENCY PERMITS AND LOCAL AGENCY PERMITS. THE CONTRACTOR SHALL BE EXPECTED

TO REVIEW AND ABIDE BY ALL THE REQUIREMENTS AND LIMITATIONS SET FORTH IN THE

PERMITS. LIKEWISE, HE SHALL BE RESPONSIBLE IN SECURING ANY LOCAL PERMITS WHICH

WILL BE REQUIRED BY THE CITY. PERMITS AVAILABLE TO CONTRACTOR:

FDEP DRINKING WATER PERMIT

3. THE LOCATIONS OF EXISTING PIPING AND UTILITIES, SUCH AS GAS, WATER LINES, RAW

SEWAGE LINES, SLUDGE LINES, DRAIN LINES, TELEPHONE, CABLE TV, UNDERGROUND

ELECTRIC CABLES, ETC., AS SHOWN ON THE DRAWINGS, HAVE BEEN DETERMINED FROM THE

BEST AVAILABLE INFORMATION, AND ARE GIVEN FOR THE CONVENIENCE OF THE

CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ACCURACY. PRIOR TO

CONSTRUCTION AND THE ORDERING OF MATERIALS, THE CONTRACTOR SHALL FIELD VERIFY

THE LOCATIONS OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL NOTIFY THE VARIOUS

UTILITIES AND MAKE THE NECESSARY ARRANGEMENTS FOR RELOCATION OF THESE

UTILITIES. ANY DELAY, INCONVENIENCE, OR EXPENSE CAUSED BY THE RELOCATION OF THE

VARIOUS UTILITIES SHALL BE INCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION

WILL BE ALLOWED.

4. THE CONTRACTOR SHALL STORE CONSTRUCTION EQUIPMENT AND MATERIALS IN A

LOCATION SUITABLE TO PLANT OPERATIONS STAFF OR IN OTHER AREAS AS DESIGNATED BY

THE ENGINEER AND OWNER. SECURITY OF CONSTRUCTION EQUIPMENT AND MATERIALS

SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

5. WHERE PROPERTY MARKERS, SECTION CORNERS, SURVEY MARKS, SUCH AS STONES, PIPES

OR OTHER MONUMENTS ARE ENCOUNTERED, THE ENGINEER AND OWNER ARE TO BE

NOTIFIED BEFORE THEY ARE MOVED. THE MARKER SHALL BE PROTECTED AND PRESERVED

UNTIL THE ENGINEER AND OWNER, AUTHORIZED SURVEYOR OR AGENT HAS WITNESSED OR

REFERENCED THEIR LOCATIONS. THE MARKERS SHALL BE REPLACED BY AN APPROVED

SURVEYOR AT THE CONTRACTORS EXPENSE.

6. TYPICAL DETAILS AS SHOWN ARE TO ILLUSTRATE THE ENGINEER'S INTENT AND ARE NOT

PRESENTED AS A SOLUTION TO ALL CONSTRUCTION PROBLEM ENCOUNTERED IN THE FIELD.

THE CONTRACTOR MAY ALTER THE METHOD OF CONSTRUCTION TO SUIT FIELD CONDITIONS,

PROVIDING HE SUBMITS A PROPOSAL FOR AN ALTERNATE METHOD TO ENGINEER FOR

APPROVAL AND USES MATERIALS AS DESIGNATED IN THE SPECIFICATIONS.

7. ALL TREES, SHRUBS, MAILBOXES, LANDSCAPING, SOD, ETC., ALONG THE LINES OF

CONSTRUCTION SHALL BE PROTECTED WHERE POSSIBLE. THESE ITEMS SHALL BE

TEMPORARILY RELOCATED, IF NECESSARY, AND REPLACED TO THEIR ORIGINAL LOCATION

UPON COMPLETION OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

THE SURVIVAL OF ANY DISTURBED TREES, SHRUBS, LANDSCAPING, ETC.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LEGAL DISPOSAL OF ALL UNSUITABLE

EXCAVATED MATERIAL. ALL EXCESS CLEAN FILL SHALL BE DISPOSED OF AS DIRECTED BY

THE OWNER.

9. REPAIR AND REPLACEMENT OF ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS

WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTED BEFORE

COMMENCING CONSTRUCTION.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY TEMPORARY CONTROLS AND/OR

STRUCTURES REQUIRED TO MAINTAIN SUITABLE AND SAFE WORKING CONDITIONS AT ALL

TIMES. SUCH ITEMS SHALL BE REMOVED ONCE THAT PORTION OF WORK HAS BEEN

COMPLETED.

11. CONTRACTOR MUST PROVIDE AND MAINTAIN SHORING TO SUPPORT THE SIDES OF THE

EXCAVATION AND TO PREVENT ANY MOVEMENT WHICH MAY DAMAGE ADJACENT

STRUCTURES OR UTILITIES AS REQUIRED.

12. UPON COMPLETION OF THE PROJECT, THE PROJECT AREA SHALL BE RESTORED TO ITS

ORIGINAL CONDITION AND TO THE SATISFACTION OF THE OWNER. ALL DAMAGED PRIVATE

PROPERTY SHALL BE RESTORED TO ORIGINAL CONDITION.

13. THE CONTRACTOR SHALL PROTECT EXISTING UTILITIES WHILE PERFORMING WORK.

14. THE CONTRACTOR IS RESPONSIBLE TO PERFORM EXPLORATORY WORK ON THE EXISTING

PIPELINE TO IDENTIFY ANY PROBLEM AREAS THAT MAY SLOW OR HALT THE PROGRESSION

OF WORK TO BE PERFORMED FOR THIS PROJECT.

15. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH AND CONFORM TO THE MOST

STRINGENT REQUIREMENTS OF THE PROJECT'S SPECIFICATIONS AND SPECIAL PROVISIONS,

THE LATEST EDITION OF THE F.D.O.T. STANDARD SPECIFICATIONS FOR THE ROAD AND

BRIDGE CONSTRUCTIONS AND SUPPLEMENTS THERETO AND CITY OF CASSELBERRY.

16. THE CONTRACTOR SHALL HAVE ALL NECESSARY PERMITS IN-HAND PRIOR TO BEGINNING

CONSTRUCTION.

17. THE CONTRACTOR SHALL PERFORM HIS WORK IN ACCORDANCE WITH REQUIREMENTS OF

THE VARIOUS PERMITS INCLUDED IN THE BID SPECIFICATIONS. ENVIRONMENTAL CONTROLS

SHALL BE USED AT LOCATIONS DESIGNATED IN THE PLANS AND AS DESIGNATED BY THE CITY.

18. PUBLIC LAND CORNERS OR COUNTY AND CITY MONUMENTS WITHIN THE LIMITS OF

CONSTRUCTION ARE TO BE PROTECTED. IF A CORNER MONUMENT IS IN DANGER OF BEING

DESTROYED OR DISTURBED AND HAS NOT BEEN PROPERLY REFERENCED, THE

CONTRACTOR SHALL NOTIFY THE SEMINOLE COUNTY SURVEYOR WITHOUT DELAY, BY

TELEPHONE. CONTACT THE SEMINOLE COUNTY ENGINEERING DIVISION, 520 WEST LAKE

MARY BOULEVARD, SUITE 200, SANFORD, FLORIDA 32773. TELEPHONE (407) 665-5674.

19. ALL SURVEY CORNERS INDICATED ON THE PLANS SHALL BE REFERENCED AND CERTIFIED BY

A REGISTERED PROFESSIONAL LAND SURVEYOR PRIOR TO COMMENCEMENT OF

CONSTRUCTION. ALL CORNERS DESTROYED OR OBLITERATED BY CONSTRUCTION SHALL BE

RESET AND SO CERTIFIED BY THE LAND SURVEYOR PRIOR TO THE COMPLETION OF THE

PROJECT. CERTIFIED SKETCHES SHALL BE SUBMITTED TO:

SEMINOLE COUNTY ENGINEERING DIVISION & CITY OF CASSELBERRY PUBLIC WORKS DEPT.

SURVEY SECTION ENGINEERING DIVISION

100 E. 1ST STREET 95 TRIPLET LAKE DRIVE

SANFORD, FLORIDA 32771 CASSELBERRY, FLORIDA 32707

(407) 665-5674 (407) 262-7725 X-1235

20. THE CONTRACTOR SHALL BE ENTIRELY RESPONSIBLE AND LIABLE FOR ALL DAMAGE OR

INJURY AS A RESULT OF HIS OPERATIONS TO ALL ADJACENT PUBLIC AND PRIVATE

PROPERTIES, LANDSCAPING TREES, FENCES, UTILITIES, STRUCTURES OF ANY KIND AND

APPURTENANCES THERETO MET WITH DURING THE PROGRESS OF THE WORK. THE

IRRIGATION SYSTEM, IN THE ZONES ADJACENT TO THE PROPERTY MAY NEED TO BE

MODIFIED BY THE CONTRACTOR. ANY RESTORATION WORK SHALL BE COORDINATED WITH

THE PROPERTY OWNERS. COST TO BE INCIDENTAL TO OTHER CONSTRUCTION AND NO

EXTRA COMPENSATION WILL BE ALLOWED.

21. ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THE CONSTRUCTION WORK SHALL BE

RESTORED TO A CONDITION EQUAL OR BETTER TO THE EXISTING PRE-CONSTRUCTION

CONDITION, UNLESS OTHERWISE NOTED. COST TO BE INCIDENTAL TO OTHER

CONSTRUCTION AND NO EXTRA COMPENSATION WILL BE ALLOWED.

22. ALL GRASSED AREAS DISTURBED AS A RESULT OF CONSTRUCTION SHALL BE SODDED.

23. THE LOCATION OF UTILITIES SHOWN IN THE PLANS ARE APPROXIMATE ONLY. THE EXACT

LOCATION SHALL BE DETERMINED BY THE CONTRACTOR DURING CONSTRUCTION. PRIOR TO

CONSTRUCTION, ALL EXISTING UTILITIES, PUBLIC OR PRIVATE, SHALL BE LOCATED IN THE

AREA OF CONSTRUCTION. SAID UTILITIES SHALL BE NOTIFIED PRIOR TO COMMENCEMENT OF

WORK. UTILITIES ARE TO BE ADJUSTED BY OTHERS AS COORDINATED BY THE CONTRACTOR.

24. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, QUANTITIES AND DETAILS SHOWN ON

THE PLANS, SPECIFICATIONS, SPECIAL PROVISIONS AND OTHER DATA RECEIVED FROM THE

ENGINEER AND SHALL NOTIFY THE ENGINEER OF ANY ERRORS, OMISSIONS, CONFLICTS OR

DISCREPANCIES FOUND THEREIN. FAILURE TO DISCOVER OR CORRECT ERRORS, CONFLICTS

FOR DISCREPANCIES SHALL NOT RELIEVE THE CONTRACTOR OF FULL RESPONSIBILITY FOR

UNSATISFACTORY WORK, FAULTY CONSTRUCTION, IMPROPER OPERATION RESULTING

THEREFROM, NOR FROM RECTIFYING SUCH CONDITIONS AT HIS OWN EXPENSE.

CONTRACTOR SHALL NOT TAKE ADVANTAGE OF ANY ERRORS OR OMISSIONS.

25. THE CONTRACTOR SHALL COMPLY WITH THE DEPARTMENT OF LABOR, SAFETY AND HEALTH

REGULATIONS FOR CONSTRUCTION PROMULGATED UNDER THE OCCUPATIONAL SAFETY AND

HEALTH ACT OF 1970 (PL 91-596) AND UNDER SECTION 10 OF THE CONTRACT WORK HOURS

AND SAFETY STANDARDS ACT (PL 91-54).

26. NO BURNING SHALL BE DONE WITHOUT APPROVAL BY THE CITY.

27. TEMPORARY DRAINAGE SHALL BE PROVIDED DURING CONSTRUCTION TO ELIMINATE ANY

FLOODING OF PRIVATE OR PUBLIC PROPERTY.

28. DURING CONSTRUCTION, TRAFFIC SHALL BE MAINTAINED IN ACCORDANCE WITH THE

"MANUAL ON TRAFFIC CONTROLS AND SAFE PRACTICES FOR STREET AND HIGHWAY

CONSTRUCTION MAINTENANCE AND UTILITY OPERATION" (F.D.O.T.)

EROSION & SEDIMENT CONTROL

1. THE EROSION CONTROL MEASURES PER F.D.O.T. INDEXES 102 AND 103 ARE THE MINIMUM

REQUIRED. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DUE TO FIELD

CONDITIONS AS DETERMINED BY THE PROJECT ENGINEER AND THE REGULATORY AGENCIES.

2. THE CONTRACTOR SHALL SUBMIT AN "SWPPP" AT LEAST 14 DAYS PRIOR TO THE START OF

CONSTRUCTION.

3. ALL PIPES AND INLETS AFFECTED BY THE PROJECT ARE TO BE PROTECTED FROM SEDIMENT

DURING CONSTRUCTION; CONTRACTOR TO INSTALL TURBIDITY BARRIERS AT AFFECTED

OUTFALL TO PROTECT LAKE.

CLEARING, EARTHWORK

1. THE DISPOSAL OF EXCESS EARTHWORK MATERIALS SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR.

2. EARTHWORK INCLUDES ALL EXCAVATION, SHEETING, SHORING, BRACING, FILL, COMPACTING

AND GRADING NECESSARY TO CONSTRUCT THE EROSION CONTROL MATERIALS.

3. EMBANKMENT IS FILL IN PLACE WITH NO SHRINKAGE FACTOR APPLIED.

4. ALL FILL AND EXPOSED SUBGRADE SURFACES SHOULD BE COMPACTED TO AT LEAST 100%

OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T99, METHOD C AS REQUIRED BY

SECTION 120-9 OF THE STANDARD SPECIFICATIONS.

BORROW REQUIRED FROM OFFSITE SOURCES SHALL BE WELL-GRADED, CLEAN, GRANULAR

NATURAL SOIL FREE OF TOPSOIL, ORGANIC MATERIAL, WOOD, RUBBISH, DEBRIS OR OTHER

DELETERIOUS MATERIALS. PROPOSED BORROW SHALL BE SUBJECT TO REVIEW AND

APPROVAL OF THE CITY PRIOR TO HAULING MATERIALS TO THE SITE.

PROPOSED BORROW MATERIALS SHOULD COMPLY WITH THE REQUIREMENTS OF SECTION

120-6, BE NON-PLASTIC AND WELL GRADED WITH THE FOLLOWING LIMITS:

U.S. STANDARD SIEVE SIZE % FINER BY DRY WEIGHT

3" 100

1" 80-100

#4 50-100

#40 10-50

#200 0-10

5. TREES AND SIGNIFICANT VEGETATION OCCURRING WITHIN THE CONSTRUCTION LIMITS ARE

TO BE PROTECTED DURING CONSTRUCTION UNLESS OTHERWISE SHOWN ON PLANS OR

DIRECTED BY THE CITY. CLEARING SHALL BE PERFORMED IN AREAS TO BE EXCAVATED OR

AREAS IN WHICH FILL OR STRUCTURES ARE TO BE PLACED.

Scale:

Job No.

Date:

SAB

DEM

RAS

SAB

Checked by:

Approved by:

Designed by:

Drawn by:

D r a w i n g n a m e

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P r o j e c t s C

C u r r e n t P l a n S e t C g e n e r a l n o t e s d n p m r s t o r y

ByNo. Date

2019C

C1993

6/27/2019

NONE

ByNo. Date Revision Revision

1117 E. Robinson St. Orlando, FL 32801

Ph: 407.425.0452

CPH, Inc.

Arch. Lic. No. AA2600926

Landscp. Lic. No. LC0000298

Licenses:

Eng. C.O.A. No. 3215

Survey L.B. No. 7143

Plans Prepared By:

www.cphcorp.com

Architects

Engineers

Environmental

Landscape Architects

M / E / P

Planners

Structural

Surveyors

Offices In:

· Florida

· Puerto Rico

· Connecticut

· Maryland

· Texas

A Full Service A & E Firm

Traffic/Transportation

CITY OF CASSELBERRY

Howell Park WTP Improvements

Seminole County, Florida SCOTT A. BREITENSTEIN

REG NO. 57402

CITY OF CASSELBERRY

GENERAL NOTES

Sheet No.

C-2

TITLE BLOCK ABBREVIATIONS

Eng. = ENGINEERING L.B. = LICENSED BUSINESS

C.O.A. = CERTIFICATE OF AUTHORIZATION Arch.= ARCHITECTURAL Landscp. = LANDSCAPE N/A = NOT APPLICABLE Lic. = LICENSED

No. = NUMBER P.O. = POST OFFICE © = COPYRIGHT

VICINITY MAP

NOTE:

Sheet No.

C-3

B y

R e v i s i o n D a t e

N o

F i e l d e w

D r a n b y

C h e c k e d b y

A p p r o v e d b y

S c a l e

D a t e

J o b

N o

F i l e

N A www.cphcorp.com

Architects

Engineers

Landscape Architects

M / E / P

Planners

Structural

Surveyors

Traffic / Transportation

Development Coordination

Offices in:

· Florida

· Puerto Rico

· Connecticut

· Maryland

· Texas

A Full Service A & E Firm

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SITE

TOPOGRAPHIC SURVEY

FOR

AT

HOWELL PARK WTP

LYING IN

SECTION 21-TOWNSHIP 21 SOUTH-RANGE 30 EAST

SEMINOLE COUNTY, FLORIDA

CITY OF CASSELBERRY

T O

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Index of Sheets

Surveyor's Certification:

500 West Fulton St.

Sanford, Fl. 32771

Ph: 407.322.6841

Licenses:

Eng. C.O.A. No. 3215

Survey L.B. No. 7143

Arch. Lic. No. AA2600926

Lndscp. Lic. No. LC0000298

CPH, Inc.

Survey Prepared By:

Abbreviation Legend:

Sign Legend:

Symbol Legend:

Line Legend:

Survey Notes:

SITE

Survey Area:

SITE BENCHMARK #2

SITE BENCHMARK #1

HIBISCUS ROAD

S

T

A

TITLE BLOCK ABBREVIATIONS

Eng. = ENGINEERING L.B. = LICENSED BUSINESS

C.O.A. = CERTIFICATE OF AUTHORIZATION Arch.= ARCHITECTURAL Landscp. = LANDSCAPE N/A = NOT APPLICABLE Lic. = LICENSED

No. = NUMBER P.O. = POST OFFICE © = COPYRIGHT

NOTE:

Sheet No.

C-4

B y

R e v i s i o n D a t e

N o

F i e l d e w

D r a n b y

C h e c k e d b y

A p p r o v e d b y

S c a l e

D a t e

J o b

N o

F i l e www.cphcorp.com

Architects

Engineers

Landscape Architects

M / E / P

Planners

Structural

Surveyors

Traffic / Transportation

Development Coordination

Offices in:

· Florida

· Puerto Rico

· Connecticut

· Maryland

· Texas

A Full Service A & E Firm

C

E H

C

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Graphic Scale in Feet

20 20 40

N

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500 West Fulton St.

Sanford, Fl. 32771

Ph: 407.322.6841

Licenses:

Eng. C.O.A. No. 3215

Survey L.B. No. 7143

Arch. Lic. No. AA2600926

Lndscp. Lic. No. LC0000298

CPH, Inc.

Survey Prepared By:

W

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EXISTING PUMP SUCTION LINE

NEW RAW WATER LINE

NEW PUMP SUCTION/DISCHARGE LINE

EXISTING TANK FILL LINE (RAW WATER)

EXISTING POTABLE WATER LINE

EXISTING RAW WATER LINE

EXISTING STORAGE TANK DRAIN LINE

CHLORINE SOLUTION

ORTHO-POLYPHOSPHATE SOLUTION

R

W

NEW FORCE MAIN

NEW WATER SERVICE LINE

NEW SANITARY SERVICE LINE

W

M

W

M

W

M

W

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EXISTING SANITARY SEWER GRAVITY LINE

N

20100

GRAPHIC SCALE

0.25 MGD

GROUND STORAGE TANK

W/ CASCADE AERATION

0.50 MGD

GROUND STORAGE TANK

W/ CASCADE AERATION

HYDRO

TANK

G E

N E

R A

T O

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CL2 BULK

STORAGE

CL2 PUMP

SKIDS

HSP

NO. 3

ORTHO-

POLYPHOSPHATE

PUMP SKIDS

E L

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T R

I C

A L

E Q

U I P

M E

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FLOWMETER

OFFICE

HSP

NO. 2

HSP

NO. 1

WELL

NO. 1

Scale:

Job No.

Date:

SAB

DEM

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SAB

Checked by:

Approved by:

Designed by:

Drawn by:

D r a w i n g n a m e

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R

P r o j e c t s C

C u r r e n t P l a n S e t C b a s e d n t o r y

ByNo. Date

2019C

C1993

6/27/2019

1" = 10'

ByNo. Date Revision Revision

1117 E. Robinson St. Orlando, FL 32801

Ph: 407.425.0452

CPH, Inc.

Arch. Lic. No. AA2600926

Landscp. Lic. No. LC0000298

Licenses:

Eng. C.O.A. No. 3215

Survey L.B. No. 7143

Plans Prepared By:

www.cphcorp.com

Architects

Engineers

Environmental

Landscape Architects

M / E / P

Planners

Structural

Surveyors

Offices In:

· Florida

· Puerto Rico

· Connecticut

· Maryland

· Texas

A Full Service A & E Firm

Traffic/Transportation

CITY OF CASSELBERRY

Howell Park WTP Improvements

Seminole County, Florida SCOTT A. BREITENSTEIN

REG NO. 57402

FROM WELL NO. 2

FROM WELL

NO. 3

FLOW-

METER

GROUND

STORAGE TANK

DRAIN LINE

GROUND

STORAGE TANK

DRAIN LINE

GROUND

STORAGE TANK

DRAIN LINE

FLOWMETER

SITE DEMOLITION PLAN

Sheet No.

C-5

B

A

W I N

G

DEMOLITION LEGEND:

ALL ITEMS SHOWN IN RED ARE TO BE

REMOVED AND / OR DEMOLISHED

OFFICE BUILDING CHLORINE

BULK STORAGE

HYDRO-TANK, GENERATOR AND

FUEL STORAGE TANK

HSP, CHEMICAL PUMPS, CHEMICAL

STORAGE, AND WELL NO. 1 BUILDING

WELL NO. 1 AND HSP

EXISTING GENERATOR

TO REMAIN

REMOVE EXISTING FUEL

STORAGE TANK AND

APPURTENANCES

REMOVE EXISTING HYDRO-TANK

AND APPURTENANCES. HYDRO-

TANK TO BE RETURNED TO CITY

EXISTING WELL NO. 1 PIPE AND

FITTINGS TO REMAIN. INSTALL

TEMPORARY BLIND FLANGE ON

UPSTREAM FROM EXISTING

FLOW METER TO BE REMOVED

EXISTING WELL NO. 1

TO REMAIN

NOTE:

ALL OTHER EXISTING PUMPS,

PIPES, FITTINGS, AND ELECTRICAL

CONTROLS AND APPURTENACES

TO BE REMOVED.

EXISTING HSP PUMPS, CHEMICAL

PUMPS, PIPES, FITTINGS, AND

ELECTRICAL CONTROLS AND

APPURTENACES TO BE REMOVED

EXISTING BUILDING TO BE

DEMOLISHED. EXISTING WELL NO. 1

INSIDE BUILDING TO REMAIN.

EXISTING CL2 BULK

STORAGE STRUCTURE

TO BE DEMOLISHED

REMOVE EXISTING CL2 BULK

STORAGE TANKS, DAY TANKS,

AND ASSOCIATED PIPING AND

APPURTENANCES

EXISTING BUILDING

TO BE DEMOLISHED

REMOVE EXISTING

ELECTRICAL CONTROLS

AND APPURTENANCES

FUEL

TANK

PIPE REMOVAL NOTE:

ALL EXISTING PIPING NOT TO BE REUSED

(INCLUDING PREVIOUSLY ABANDONED PIPE)

IS TO BE REMOVED.

EXISTING MASONRY WALL WITH MURAL

EXISTING 7' HIGH MASONRY WALL TO

REMAIN. PROTECT EXISTING WALL

AND MURAL DURING CONSTRUCTION

MATCH LINE - SEE SHEET C-5A

ALL ITEMS SHOWN IN ORANGE ARE TO BE REMOVED

AND / OR DEMOLISHED AS PART OF FENCE

REMOVAL/REPLACEMENT ADDITIVE ALTERNATE

S

T

A

CAUTION!

EXISTING TANK DRAIN TRANSITIONS

FROM 6" PVC TO 6" A.C. PIPE.

FIELD VERIFY EXACT LOCATION AND

DEPTH. PROTECT EXISTING A.C. PIPE

DURING CONSTRUCTION

D

I P

T

A N

K

D

R A

I N

V

A

I

N

A

I

N

A

I

N

ADDITIVE ALTERNATE

REMOVE EXISTING SHRUBS AND VEGETATION

AS NECESSARY FOR REMOVAL OF EXISTING

MASONRY WALL AND INSTALLATION OF NEW

CONCRETE POST AND PANEL FENCE

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SITE BENCHMARK #2

TOP OF PK NAIL & DISK

WITH "BM" LB #7143

ELEV = 90.62 (NAVD '88)

N: 1570185.78

E: 550917.55

SITE BENCHMARK #1

TOP OF PK NAIL & DISK

WITH "BM" LB #7143

ELEV = 90.93 (NAVD '88)

N: 1570185.78

E: 550917.55

N

20100

GRAPHIC SCALE

0.50 MGD

GROUND STORAGE TANK

W/ CASCADE AERATION

Scale:

Job No.

Date:

SAB

DEM

RAS

SAB

Checked by:

Approved by:

Designed by:

Drawn by:

D r a w i n g n a m e

C

R

P r o j e c t s C

C u r r e n t P l a n S e t C b a s e d n t o r y

ByNo. Date

2019C

C1993

6/27/2019

1" = 10'

ByNo. Date Revision Revision

1117 E. Robinson St. Orlando, FL 32801

Ph: 407.425.0452

CPH, Inc.

Arch. Lic. No. AA2600926

Landscp. Lic. No. LC0000298

Licenses:

Eng. C.O.A. No. 3215

Survey L.B. No. 7143

Plans Prepared By:

www.cphcorp.com

Architects

Engineers

Environmental

Landscape Architects

M / E / P

Planners

Structural

Surveyors

Offices In:

· Florida

· Puerto Rico

· Connecticut

· Maryland

· Texas

A Full Service A & E Firm

Traffic/Transportation

CITY OF CASSELBERRY

Howell Park WTP Improvements

Seminole County, Florida SCOTT A. BREITENSTEIN

REG NO. 57402

SITE DEMOLITION PLAN

Sheet No.

C-5A

B

A

W I N

G

MATCH LINE - SEE SHEET C-5

DEMOLITION LEGEND:

ALL ITEMS SHOWN IN ORANGE ARE TO BE REMOVED

AND / OR DEMOLISHED AS PART OF FENCE

REMOVAL/REPLACEMENT ADDITIVE ALTERNATE

HIBISCUS ROAD

ADDITIVE ALTERNATE

REMOVE EXISTING SHRUBS AND VEGETATION

AS NECESSARY FOR REMOVAL OF EXISTING

MASONRY WALL AND INSTALLATION OF NEW

PRE-CAST CONCRETE POST AND PANEL FENCE

ADDITIVE ALTERNATE

REMOVE EXISTING TREES AS NECESSARY FOR

REMOVAL OF EXISTING CHAIN LINK FENCE AND

INSTALLATION OF PRE-CAST CONCRETE POST

AND PANEL FENCE. APPROVAL BY THE CITY

REQUIRED PRIOR TO TREE REMOVAL

ADDITIVE ALTERNATE

RELOCATE EXISTING WATER METER TO THE NORTH

AND EXISTING BACKFLOW PREVENTER TO THE

SOUTH AS NECESSARY FOR REMOVEL OF EXISTING

CHAIN LINK FENCE AND INSTALLATION OF NEW

PRE-CAST CONCRETE POST AND PANEL FENCE

SAN SAN SAN SAN SAN SAN SAN SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

R

W

R

W

R

W

R

W

R

W

R

W

R

W

R

W

R

W

R

W

R

W

R

W

W

M

W

M

W

M

W

M

W M

W

M

W

M

EXISTING PUMP SUCTION LINE

NEW RAW WATER LINE

NEW PUMP SUCTION/DISCHARGE LINE

EXISTING TANK FILL LINE (RAW WATER)

WM

RW RW

EXISTING POTABLE WATER LINE

SITE PIPING LEGEND:

EXISTING RAW WATER LINE

EXISTING STORAGE TANK DRAIN LINE

CHLORINE SOLUTION

ORTHO-POLYPHOSPHATE SOLUTION

W M

W M

W M

W M

W M

W M

W M

W M

W M

W

M

W

M

W

M

W

M

W

M

W M

W M

W

M

W M

W M

W M

W M

W M

W

M

W M

W M

F

M

F

M

F

M

F

M

F M

F M

F M

F

M

F

M

FM

FM

FM FM

F

M

F M

F M

F M

F M

F M

F

M

F

M

F

M

F

M

F

M

F

M

F

M

F

M

F M

F

M

WM WM WM WM WM WM

R

W

S A

N

NEW FORCE MAINFM

NEW WATER SERVICE LINE

NEW SANITARY SERVICE LINESAN

WM

WM WM

W

M

W

M

W

M

SAN EXISTING SANITARY SEWER GRAVITY LINE

EXISTING PUMP SUCTION LINE

NEW RAW WATER LINE

NEW PUMP SUCTION/DISCHARGE LINE

EXISTING TANK FILL LINE (RAW WATER)

WM WM

RW RW RW

EXISTING POTABLE WATER LINE

SITE PIPING LEGEND:

EXISTING RAW WATER LINE

EXISTING STORAGE TANK DRAIN LINE

CHLORINE SOLUTION

ORTHO-POLYPHOSPHATE SOLUTION

NEW FORCE MAINFM FM

NEW WATER SERVICE LINE

NEW SANITARY SERVICE LINESAN SAN

WM WM

SAN SAN EXISTING SANITARY SEWER GRAVITY LINE

N

30150

GRAPHIC SCALE

Scale:

Job No.

Date:

SAB

DEM

RAS

SAB

Checked by:

Approved by:

Designed by:

Drawn by:

D r a w i n g n a m e

C

R

P r o j e c t s C

C u r r e n t P l a n S e t C b a s e d n t o r y

ByNo. Date

2019C

C1993

6/27/2019

1" = 15'

ByNo. Date Revision Revision

1117 E. Robinson St. Orlando, FL 32801

Ph: 407.425.0452

CPH, Inc.

Arch. Lic. No. AA2600926

Landscp. Lic. No. LC0000298

Licenses:

Eng. C.O.A. No. 3215

Survey L.B. No. 7143

Plans Prepared By:

www.cphcorp.com

Architects

Engineers

Environmental

Landscape Architects

M / E / P

Planners

Structural

Surveyors

Offices In:

· Florida

· Puerto Rico

· Connecticut

· Maryland

· Texas

A Full Service A & E Firm

Traffic/Transportation

CITY OF CASSELBERRY

Howell Park WTP Improvements

Seminole County, Florida SCOTT A. BREITENSTEIN

REG NO. 57402

OVERALL SITE PLAN

Sheet No.

C-6

B

A

W I N

G

FLOW METER

0.25 MGD

GROUND STORAGE TANK

W/ CASCADE AERATION

0.50 MGD

GROUND STORAGE TANK

W/ CASCADE AERATION

G E

N E

R A

T O

R

FROM WELL NO. 2

FROM WELL NO. 3

GROUND STORAGE

TANK DRAIN LINE

GROUND STORAGE

TANK DRAIN LINE

WELL NO. 3

FLOW METER

ORTHO-

POLYPHOSPHATE

INJECTION

PRE CL2 INJECTION

STATIC MIXER

FROM WELL NO. 1,

WELL NO. 2,

AND WELL NO. 3

WELL NO. 1

HIGH

SERVICE

PUMPS

CHEMICAL ROOM

CL2 BULK

STORAGE

C

L

POST CL2

INJECTION

TO WATER

DISTRIBUTION

SYSTEM

O

R

T

H

O

P

O

L

Y

FUEL TANK

S

T

A

C

L

2" SCHEDULE 80 PVC

WATER SERVICE LINE

EXISTING WATER METER

CONNECT 2" PVC WATER

SERVICE LINE TO EXISTING

BACKFLOW PREVENTER

EXISTING BACKFLOW PREVENTER

2" SCHEDULE 80 PVC FORCE MAIN

FROM NEW GRINDER PUMP

STATION TO EXISTING MANHOLE

EXISTING SAN. MANHOLE

TOP EL. 90.54

E. INV. 86.89 (8" PVC)

CORE DRILL EXISTING MANHOLE FOR

CONNECTION OF NEW 2" FORCE MAIN.

PROVIDE PIPE SEAL AT CORED OPENING.

BENCH AS REQUIRED FOR NEW FORCE MAIN

WELL NO. 1

FLOW METER

WELL NO. 2

FLOW METER

ADDITIVE ALTERNATE

8' HIGH, PRE-CAST CONCRETE

POST AND PANEL FENCE.

SEE DETAIL SHEET C-7

ADDITIVE ALTERNATE

REMOVE EXISTING SHRUBS AND

VEGETATION AS NECESSARY

FOR FENCE INSTALLATION

ADDITIVE ALTERNATE

REMOVE EXISTING TREES AS NECESSARY

FOR INSTALLATION OF PRE-CAST CONCRETE

POST AND PANEL FENCE. APPROVAL BY THE

CITY REQUIRED PRIOR TO TREE REMOVAL.

ADDITIVE ALTERNATE

RELOCATE EXISTING WATER METER TO THE

NORTH AND EXISTING BACKFLOW PREVENTER TO

THE SOUTH AS NECESSARY FOR INSTALLATION

OF PRE-CAST CONCRETE POST AND PANEL FENCE

HIBISCUS ROAD

EXISTING PUMP SUCTION LINE

NEW RAW WATER LINE

NEW PUMP SUCTION/DISCHARGE LINE

EXISTING TANK FILL LINE (RAW WATER)

EXISTING POTABLE WATER LINE

SITE PIPING LEGEND:

EXISTING RAW WATER LINE

EXISTING STORAGE TANK DRAIN LINE

CHLORINE SOLUTION

ORTHO-POLYPHOSPHATE SOLUTION

NEW FORCE MAIN

NEW WATER SERVICE LINE

NEW SANITARY SERVICE LINE

90.5

90.5

EXISTING SANITARY SEWER GRAVITY LINE

NEW PUMP SUCTION/DISCHARGE LINE

EXISTING TANK FILL LINE (RAW WATER)

EXISTING SANITARY SEWER GRAVITY LINE

N

GRAPHIC SCALE

Scale:

Job No.

Date:

SAB

DEM

RAS

SAB

Checked by:

Approved by:

Designed by:

Drawn by:

D r a w i n g n a m e

C

R

P r o j e c t s C

C u r r e n t P l a n S e t C b a s e d n t o r y

ByNo. Date

2019C

C1993

6/27/2019

1" = 15'

ByNo. Date Revision Revision

1117 E. Robinson St. Orlando, FL 32801

Ph: 407.425.0452

CPH, Inc.

Arch. Lic. No. AA2600926

Landscp. Lic. No. LC0000298

Licenses:

Eng. C.O.A. No. 3215

Survey L.B. No. 7143

Plans Prepared By:

www.cphcorp.com

Architects

Engineers

Environmental

Landscape Architects

M / E / P

Planners

Structural

Surveyors

Offices In:

· Florida

· Puerto Rico

· Connecticut

· Maryland

· Texas

A Full Service A & E Firm

Traffic/Transportation

CITY OF CASSELBERRY

Howell Park WTP Improvements

Seminole County, Florida SCOTT A. BREITENSTEIN

REG NO. 57402

SITE GRADING PLAN

Sheet No.

C-7

B

A

W I N

G

DISTRIBUTION

FLOW METER

0.25 MGD

GROUND STORAGE TANK

W/ CASCADE AERATION

0.50 MGD

GROUND STORAGE TANK

W/ CASCADE AERATION

G E

N E

R A

T O

R

WELL

NO. 1

HSP, ELECTRICAL,

AND OPERATIONS

BUILDING

C H

E M

I C

A L

R O

O M

CL2 BULK

STORAGE

FUEL TANK

S

T

A

GROUND STORAGE

TANK DRAIN LINE

GROUND STORAGE

TANK DRAIN LINE

A

I

N

A

I

N

HIBISCUS ROAD

91.78

CONCRETE

SLAB EL. 91.75

BUILDING

F.F. 91.83

FLOW METER

WELL NO. 2

BUILDING

F.F. 91.83

91.61

MATCH

EXISTING

2" SCHEDULE 80 PVC SUMP

PUMP DISCHARGE PIPE

12' WIDE SWING GATE

WITH BOXOUT

(6' DOUBLE PANELS)

SUMP PUMP DISCHARGE PIPE

OUTLET AND SPLASH PAD

SEE SHEET C-13 FOR DETAIL

D

I P

T A

A

I N

CONCRETE

SPLASH PAD EL. 90.25

SAW CUT EXISTING

ASPHALT PAVEMENT.

MATCH NEW CONCRETE

PAVEMENT TO EXISTING

91.41

MATCH

EXISTING

PROTECT EXISTING 6" A.C. PIPE

TANK DRAIN DURING CONSTRUCTION

x

R E

D U

C E

R

A

I

N

8" D.I.P. TANK

DRAIN LINE

TANK

DRAIN LINE

91.78

91.70 TOP

OF CURB

DISTRIBUTION

FLOW METER

0.25 MGD

GROUND STORAGE

TANK

0.50 MGD

GROUND STORAGE TANK

G E

N E

R A

T O

R

W E

HSP, ELECTRICAL,

AND OPERATIONS

BUILDING

C H

E M

I C

A L

R O

O M

CL2 BULK

STORAGE

FUEL TANK

6'

18.27' 30'

14'6.5'

40.45'

6'

9.1'

16'

10.45'

21.56'

7.5'

SITE DIMENSION LAYOUT AND GATE SENSOR DETECTOR LOOP LOCATIONS

35.33'

23.5'

6" THICK CONCRETE PAVEMENT

SEE SHEET C-15 FOR DETAIL

CONCRETE SIDEWALK

CONCRETE SLAB

6"x18" CONCRETE CURB

AND GRAVEL - SEE

SHEET C-15 FOR DETAIL

EXISTING 8' HIGH, MOTORIZED ROLL

GATE TO REMAIN. CONTRACTOR TO

REMOVE AND REINSTALL ROLL GATE,

GATE POST, AND GATE MOTOR AS

NECESSARY FOR BUILDING CONSTRUCTION

NOTES:

1. SOD ALL DISTURBED AREAS WITHIN CONSTRUCTION SITE.

2. THE SECURITY OF THE WATER TREATMENT PLANT IS TO

BE MAINTAINED AT ALL TIMES DURING THE REMOVAL OF

EXISTING FENCING AND INSTALLATION OF NEW PRE-CAST

CONCRETE POST AND PANEL FENCING AND DURING SITE

CONSTRUCTION.

BOLLARD SEE

FLOOR PLAN

BOLLARD SEE

FLOOR PLAN

GRINDER PUMP

STATION

TOP EL. 91.75

CAUTION!

EXISTING TANK DRAIN TRANSITIONS

FROM 6" PVC TO 6" A.C. PIPE.

FIELD VERIFY EXACT LOCATION AND

DEPTH. PROTECT EXISTING A.C. PIPE

DURING CONSTRUCTION

EXISTING POWER POLE

EXISTING GUY WIRES

EXISTING CHAIN LINK

FENCE TO REMAIN

EXISTING GUY WIRE

EXISTING POWER POLE

8' HIGH, PRE-CAST CONCRETE POST AND

PANEL FENCE. SEE DETAIL THIS SHEET

8' HIGH, PRE-CAST CONCRETE POST AND

PANEL FENCE. SEE DETAIL THIS SHEET

ADDITIVE ALTERNATE

8' HIGH, PRE-CAST CONCRETE

POST AND PANEL FENCE.

SEE DETAIL THIS SHEET

ADDITIVE ALTERNATE

REMOVE EXISTING SHRUBS AND

VEGETATION AS NECESSARY

FOR FENCE INSTALLATION

ADDITIVE ALTERNATE

REMOVE EXISTING TREES AS NECESSARY

FOR INSTALLATION OF PRE-CAST CONCRETE

POST AND PANEL FENCE. APPROVAL BY THE

CITY REQUIRED PRIOR TO TREE REMOVAL

DESIGN REQUIREMENTS:

1. PRE-CAST CONCRETE PANEL AND POST TO BE 5000 PSI.

2. FENCE POST CONCRETE FOOTING TO BE 3000 PSI.

3. PRE-CAST CONCRETE POST TO HAVE DECORATIVE PIER CAP.

4. MINIMUM SOIL LATERAL BEARING ALLOWABLE = 150 PSF/FT. OF

DEPTH BELOW GRADE.

5. MINIMUM ALLOWABLE SOIL BEARING PRESSURE = 2000 PSI.

6. DIMENSIONS MAY BE REDUCED TO FIT PROJECT REQUIREMENTS.

7. GROUT BETWEEN POST AND FOOTING TO BE 2500 PSI.

8. FENCE MANUFACTURER TO BE FLORIDA WALL CONCEPTS OR

APPROVED EQUAL. MANUFACTURER TO SUBMIT SIGNED AND

SEALED STRUCTURAL DRAWINGS MEETING BUILDING PERMIT

AND WIND LOAD REQUIREMENTS.

1'-8"

2'-0" DIA.

12'-0"

10" 10"

WALL TOP VIEW

WALL FRONT VIEW

COLUMN TOP VIEW

COLUMN FRONT VIEW

VERTICAL REBAR

HORIZONTAL TIES

(2) TIES AT BASE OF WALL

REBAR 'L' DOWEL

VERTICAL REBAR

HORIZONTAL TIES

3" MIN. CLEARANCE

LOOPED REBAR

1'-2"

REBAR CENTERED IN

PERIMETER OF PANEL WIDTH.

3" MIN. CLEARANCE ALL AROUND

PERIMETER REBAR THRU

LOOP INSERTS (TYP.)

(2) COIL LOOP INSERTS

WITH 1/2" RECESS

(2) COIL LOOP INSERTS WITH 1/2" RECESS

SECTION A-A

PRE-CAST CONCRETE POST AND PANEL FENCE

HAIR PIN

THRU INSERT

GROUT SURFACE

AS REQUIRED

(3) TIES AT TOP OF FOOTER

10'-4"

12'-0"

10" 10" 10'-4"

DECORATIVE PANEL FACE

AA

AA

1'-8"

DETECTOR LOOP REPLACEMENT NOTE:

CONTRACTOR TO REMOVE EXISTING DETECTOR

LOOPS AND INSTALL NEW DETECTOR LOOPS IN

CONCRETE ACCESS DRIVE. CONTRACTOR TO

CONNECT NEW DETECTOR LOOPS/SENSORS

TO EXISTING GATE SYSTEM EQUIPMENT.

SEE SHEET C-15 FOR DETECTOR LOOP DETAIL

EXISTING DETECTOR LOOPS FOR

GATE SENSORS LOCATED UNDER

EXISTING ASPHALT PAVEMENT

SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN

W

R

W

R

W

R

W

R

W

R

W

R

W

R

W

R

W

R

W

R

W

R

W

R

W

R

W

R

W

R

W

R

W

R

W

R

W

W

M

W

M

W

M

W

M

W

M

W

M

W M

W M

W

M

W

M

W

M

W

M

EXISTING PUMP SUCTION LINE

NEW RAW WATER LINE

NEW PUMP SUCTION/DISCHARGE LINE

EXISTING TANK FILL LINE (RAW WATER)

WM WM

RW RW RW

EXISTING POTABLE WATER LINE

SITE PIPING LEGEND:

EXISTING RAW WATER LINE

EXISTING STORAGE TANK DRAIN LINE

CHLORINE SOLUTION

ORTHO-POLYPHOSPHATE SOLUTION

W M

W M

W M

W M

W M

W M

W M

W M

W M

W M

W M

W M

W M

W

M

W M

W M

W M

W M

W M

W M

W M

W M

W

M

W

M

W M

W M

F

M

F

M

F

M

F

M

F

M

F

M

F M

F M

F M

F M

F

M

F

M

F

M

F

M

FM

FM FM

FM FM

F

M

F M

F M

F M

F M

F M

F M

F M

F M

WM WM WM WM WM WM WM WM WM WM

R

W

S A

N S

A N

NEW FORCE MAINFM FM

NEW WATER SERVICE LINE

NEW SANITARY SERVICE LINESAN SAN

WM WM

WM WM WM

W

M

W

M

W

M

W

M

SAN SAN EXISTING SANITARY SEWER GRAVITY LINE

N

20100

GRAPHIC SCALE

DISTRIBUTION

FLOW METER

0.25 MGD

GROUND STORAGE TANK W/

CASCADE AERATION

0.50 MGD

GROUND STORAGE TANK W/

CASCADE AERATION

G E

N E

R A

T O

R

Scale:

Job No.

Date:

SAB

DEM

RAS

SAB

Checked by:

Approved by:

Designed by:

Drawn by:

D r a w i n g n a m e

C

R

P r o j e c t s C

C u r r e n t P l a n S e t C b a s e d l a t o r y

ByNo. Date

2019C

C1993

7/01/2019

1" = 10'

ByNo. Date Revision Revision

1117 E. Robinson St. Orlando, FL 32801

Ph: 407.425.0452

CPH, Inc.

Arch. Lic. No. AA2600926

Landscp. Lic. No. LC0000298

Licenses:

Eng. C.O.A. No. 3215

Survey L.B. No. 7143

Plans Prepared By:

www.cphcorp.com

Architects

Engineers

Environmental

Landscape Architects

M / E / P

Planners

Structural

Surveyors

Offices In:

· Florida

· Puerto Rico

· Connecticut

· Maryland

· Texas

A Full Service A & E Firm

Traffic/Transportation

CITY OF CASSELBERRY

Howell Park WTP Improvements

Seminole County, Florida SCOTT A. BREITENSTEIN

REG NO. 57402

FROM WELL NO. 3

GROUND STORAGE

TANK DRAIN LINE

0.50 MGD GROUND

STORAGE TANK DRAIN LINE

WELL NO. 3

FLOW METER

ORTHO-

POLYPHOSPHATE

INJECTION

PRE CL2 INJECTION

AND STATIC MIXER

FROM WELL NO. 1,

WELL NO. 2,

AND WELL NO. 3

WELL NO. 1

HIGH SERVICE

PUMPS

CHEMICAL ROOMCL2 BULK

STORAGE

SITE PIPING PLAN

Sheet No.

C-8

TO WATER

DISTRIBUTION

SYSTEM

O

R

T

H

O

P

O

L

Y

FUEL TANK

B

A

W I N

G

S

T

A

E L

E C

T R

I C

A L

E Q

U I P

M E

N T

EXISTING 10" D.I.P.

PUMP SUCTION LINE

EXISTING 12" D.I.P.

TANK FILL LINE

EXISTING 14" D.I.P.

TANK FILL LINE

EXISTING 14" D.I.P.

PUMP SUCTION LINE

8" D.I.P. TANK

DRAIN LINE

TANK

DRAIN LINE

R

A W

R

A W

12" RAW

12" RAW

R

A

12" HSP SUCTION

H

C

T I

H

S

C H

A R

G E

I

W

R

A

W

12" RAW

D

I P

T

A N

K

D

R A

I N

A

I

N

A

I

N

T

I

N

T

A

A

I

N

FROM WELL NO. 2

WELL NO. 2

FLOW METER

GRINDER PUMP STATION WITH

(2) 4" INLET GROMMET

STANDARD CONNECTIONS AND

PVC DISCHARGE CONNECTION

E-ONE SEWER SYSTEMS MODEL

DH152 OR APPROVED EQUAL

TOP EL. 91.75

E. INV. 87.74

S. INV. 88.53

C.O.

P

T

R

V I C

E

L I N

E

F

R

I

N

P

R

I N

C.O.

2" SCHEDULE 80 PVC SUMP

PUMP DISCHARGE PIPE

H

C

T I O

N

POST CL2

INJECTION

SEE SHEET C-12 FOR STATIC

MIXER, CHEMICAL INJECTIONS,

AND WELL NO. 3 FLOW METER

PIPING DETAILS

NEW 12" HSP SUCTION LINE TO CROSS

UNDER NEW 12" RAW WATER LINE FROM

EXISTING WELL NO. 2, EXISTING 8" GST

DRAIN LINE, AND NEW 12" RAW WATER

LINE FROM EXISTING WELL NO. 4

G

G

E

J

C

F

F

F

B

K

F

F

F

BABF

C

J

K

I

D

H

C

D

J

G

F

F

F

J

F

EXISTING

12"x10" REDUCER

E

G

J

H

I

F

F

M

G

G

LL

J

J

J

G

R

A W

NEW 12" RAW WATER LINE FROM

EXISTING WELL NO. 1 TO CROSS

UNDER NEW 12" HSP SUCTION LINE

O

R

T

H

O

P

O

L

Y

PROPOSED FITTINGS LEGEND:

O

N

D

F

G

C

B

E M

16" TEE, M.J.

16" x 12" REDUCER, M.J.

14" x 12" REDUCER, M.J.

12" TEE, M.J.

12" 90° BEND, M.J.

12" 45° BEND, M.J.

H

J

K

I

12" 45° BEND, M.J., VERTICAL

2" x 1-1/4" SCHEDULE 80 PVC REDUCER

L

16" 45° BEND, M.J.

CONTRACTOR SHALL REMOVE, LOAD, AND RELOCATE

EXISTING 1,000 GALLON FUEL TANK FROM THE

CASSELBERRY SOUTH WTP LOCATED AT 1890

CASSELTON DRIVE, WINTER PARK, FLORIDA 32792, TO

THIS LOCATION. CONTRACTOR WILL NEED AN FDEP

PERMIT FOR THE REMOVAL AND RELOCATION OF

EXISTING FUEL TANK. CONTRACTOR TO INSTALL FUEL

PIPE AND FITTINGS AS NECESSARY FOR CONNECTION

OF RELOCATED FUEL TANK TO EXISTING GENERATOR.

FUEL PIPING SHALL BE TYPE 316 STAINLESS STEEL PIPE

WITH BUTT-WELDED STAINLESS STEEL FITTINGS

EXTERIOR AND INTERIOR PAINTING AND REFURBISHING

REQUIREMENTS FOR EXISTING GROUND STORAGE TANKS:

CONTRACTOR TO PREPARE EXTERIOR SURFACE OF BOTH EXISTING

GROUND STORAGE TANKS FOR PAINTING. CONTRACTOR TO THEN PAINT

EXTERIOR TANK WALLS AND TANK DOMES. THE INTERIOR OF BOTH

EXISTING GROUND STORAGE TANKS TO BE CLEANED AND COATED BY THE

CONTRACTOR. THE CONTRACTOR IS TO ALSO REFURBISH THE EXISTING

SCREENS AND GAUGE LEVEL ON BOTH OF THE EXISTING GROUND

STORAGE TANKS. EXTERIOR AND INTERIOR SURFACE PREP, PAINTING,

AND COATING OF THE EXISTING GROUND STORAGE TANKS TO BE DONE IN

ACCORDANCE WITH SPECIFICATIONS LISTED IN DIVISION 09900.

17 LF 6" PVC SANITARY

SERVICE LATERAL @ 1.0%

SEE OVERALL SITE PLAN SHEET C-6

FOR CONTINUATION OF 2" PVC WATER

SERVICE LINE AND CONNECTION TO

EXISTING BACKFLOW PREVENTER AND

EXISTING WATER METER

SEE OVERALL SITE PLAN SHEET C-6 FOR

CONTINUATION OF 2" PVC FORCE MAIN

AND CONNECTION AT EXISTING MANHOLE

INSTALL 2" SCHEDULE 80 PVC PIPE

AND FITTINGS AS NECESSARY FOR

INSTALLATION OF 2" FORCE MAIN

EXISTING POWER POLE

EXISTING GUY WIRES

12' WIDE SWING GATE

WITH BOXOUT

(6' DOUBLE PANELS)

CONNECT NEW 12" RAW WATER LINE TO

EXISTING 14" RAW WATER LINE WITH

14"x12" REDUCER. FIELD VERIFY EXACT

LOCATION AND DEPTH FOR CONNECTION

0.50 MGD GROUND

STORAGE TANK DRAIN LINE

CONNECT NEW 12" HSP SUCTION LINE

TO EXISTING 14" HSP SUCTION LINE WITH

14"x12" REDUCER. FIELD VERIFY EXACT

LOCATION AND DEPTH FOR CONNECTION

CONNECT NEW 12" HSP SUCTION LINE

TO EXISTING 12" HSP SUCTION LINE

AT 12"x10" REDUCER. FIELD VERIFY

EXACT LOCATION FOR CONNECTION

CONNECT NEW 12" TANK FILL LINE TO

EXISTING 14" TANK FILL LINE WITH

14"x12" REDUCER. FIELD VERIFY EXACT

LOCATION AND DEPTH FOR CONNECTION

CONNECT NEW 12" TANK FILL LINE

TO EXISTING 12" TANK FILL LINE.

FIELD VERIFY EXACT LOCATION

AND DEPTH FOR CONNECTION

INSTALL 1.5" SCHEDULE 80 PVC PIPE

AND FITTINGS AS NECESSARY FOR

INSTALLATION OF (2) 1.5" CL2 SUPPLY LINES

2" PVC WATER SERVICE LINE

INSTALL 2" SCHEDULE 80 PVC PIPE

AND FITTINGS AS NECESSARY FOR

INSTALLATION OF 2" SUMP PUMP

DISCHARGE PIPE

SEE SHEET C-13 FOR SUMP

PUMP DISCHARGE PIPE OUTLET

AND SPLASH PAD DETAIL

SEE SHEET C-13 FOR EXISTING

WELL NO. 2 FLOW METER DETAIL

SEE SHEET C-13 FOR

DISTRIBUTION FLOW

METER DETAIL

EXISTING 8' HIGH, MOTORIZED ROLL

GATE TO REMAIN. CONTRACTOR TO

REMOVE AND REINSTALL ROLL GATE,

GATE POST, AND GATE MOTOR AS

NECESSARY FOR BUILDING CONSTRUCTION

8' HIGH, PRE-CAST CONCRETE POST AND

PANEL FENCE. SEE DETAIL SHEET C-7

x

R E

D U

C E

R

CAUTION!

EXISTING TANK DRAIN TRANSITIONS

FROM 6" PVC TO 6" A.C. PIPE.

FIELD VERIFY EXACT LOCATION AND

DEPTH. PROTECT EXISTING A.C. PIPE

DURING CONSTRUCTION

A

I

N

NO

N

76 LF 6" PVC SANITARY

SERVICE LATERAL @ 1.0%

A

12" 22.5° BEND, M.J.

12" 11.25° BEND, M.J.

12" BUTTERFLY VALVE

16" BUTTERFLY VALVE

12" x 8" REDUCER, M.J.

6" x 4" SCHEDULE 80 PVC REDUCER

INSTALL 2" SCHEDULE 80 PVC PIPE

AND FITTINGS AS NECESSARY FOR

INSTALLATION OF 2" WATER SERVICE LINE

INSTALL 3" SCHEDULE 80 PVC PIPE AND FITTINGS AS

NECESSARY FOR INSTALLATION 3" CONDUIT FOR

1/2" FLEXIBLE ORTHO-POLYPHOSPHATE SUPPLY LINE

SEE SHEET C-10 AND C-11 FOR

CHEMICAL PUMPS PIPING PLAN

AND SECTIONS AND EXISTING

WELL NO. 1 PIPING

WELL

NO. 1

FLOW

METER

ADDITIVE ALTERNATE

8' HIGH, PRE-CAST CONCRETE

POST AND PANEL FENCE.

SEE DETAIL SHEET C-7

EXISTING CHAIN LINK

FENCE TO REMAIN

EXISTING 7' HIGH

MASONRY WALL TO REMAIN

EXISTING GUY WIRE

EXISTING POWER POLE

EXISTING 7' HIGH

MASONRY WALL TO REMAIN

8' HIGH, PRE-CAST CONCRETE POST AND

PANEL FENCE. SEE DETAIL SHEET C-7

ADDITIVE ALTERNATE

8' HIGH, PRE-CAST CONCRETE

POST AND PANEL FENCE.

SEE DETAIL SHEET C-7

ADDITIVE ALTERNATE

REMOVE EXISTING SHRUBS AND

VEGETATION AS NECESSARY

FOR FENCE INSTALLATION

8' HIGH, PRE-CAST CONCRETE POST AND

PANEL FENCE. SEE DETAIL SHEET C-7

PUMP NO. 3

7'-10"

BATHROOM

ELECTRICAL

EQUIPMENT

WORK AREA

LAB AREA

AHU

SCADA SCREEN

5'-0" x 30" DESK

H O

U S

E K

E E

P I N

G

P

R

E L E

C T

R I C

A L

C

O N

T R

O L S

H O

U S

E K

E E

P I N

G

P

R

E L E

C T

R I C

A L

C

O N

T R

O L S

S I N

K

PUMP NO. 2

PUMP NO. 1

HOUSEKEEPING PAD FOR

ELECTRICAL CONTROLS

HSP Piping Section

HIGH SERVICE PUMPS

PIPING PLAN AND SECTIONS

Scale:

Job No.

Date:

SAB

DEM

RAS

SAB

Checked by:

Approved by:

Designed by:

Drawn by:

Sheet No.

D r a w i n g n a m e

C

U s e r s r s t o r y A p p D a t a L o c a l T e m p A c P u b l i s h C

H

S P c l p o l y a n d f l e t e r s d n t o r y

ByNo. Date

2019C

F10515

6/27/2019

AS SHOWN C-9

ByNo. Date Revision Revision

1117 E. Robinson St. Orlando, FL 32801

Ph: 407.425.0452

CPH, Inc.

Arch. Lic. No. AA2600926

Landscp. Lic. No. LC0000298

Licenses:

Eng. C.O.A. No. 3215

Survey L.B. No. 7143

Plans Prepared By:

www.cphcorp.com

Architects

Engineers

Environmental

Landscape Architects

M / E / P

Planners

Surveyors

Traffic/Transportation

Offices In:

· Florida

· Puerto Rico

· Connecticut

· Maryland

· Texas

A Full Service A & E Firm

B

A

W I N

G

REG NO. 57402

SCOTT A. BREITENSTEIN

CITY OF CASSELBERRY

Howell Park WTP Improvements

Seminole County, Florida

SCALE: 3/8" = 1'-0"

HIGH SERVICE PUMPS PIPING PLANSCALE: 3/8" = 1'-0"

HIGH SERVICE PUMPS PIPING SECTION

C-9C-9

B

B

C-9 C-9

FOR CONTINUATION SEE

SITE PIPING PLAN SHEET C-8

16" D.I.P. TO FLOW METER

FOR CONTINUATION SEE

SITE PIPING PLAN SHEET C-8

PUMP PIPING LEGEND

V

U

T

S

R

Q

P

O

N

D

F

G

C

B

A

E

12" GLOBE CHECK VALVE

M 12" FLEX COUPLING ADAPTER

SPLIT CASE HORIZONTAL HIGH SERVICE PUMP WITH VFD;

1500 GPM @ 150' TDH, 100 HP

AIR RELEASE VALVE

16" D.I. SPOOL PIECE, FLG. x P.E., LENGTH AS REQUIRED

16" 90° BEND, FLG.

16" D.I. SPOOL PIECE, P.E. x P.E., LENGTH AS REQUIRED

16" BLIND FLANGE

16" FLANGED COUPLING ADAPTER

H

J

K

I

16" x 12" TEE, M.J.

16" x 12" TEE, FLG.

16" D.I. SPOOL PIECE, FLG. x FLG., LENGTH AS REQUIRED

16" x 12" REDUCER, M.J.

X

W

Y

12" x 4" TEE, FLG.

12" UNIFLANGE ADAPTER

12" D.I. SPOOL PIECE, P.E. x P.E., LENGTH AS REQUIRED

12" FLANGED COUPLING ADAPTER

12" 90° BEND, FLG.

12" PLUG, M.J.

12" x 8" REDUCER, FLG.

12" x 6" REDUCER, FLG.

4" FLANGED TEE WITH TAPPED PLUGS AND PRESSURE GAUGE

SAMPLE PORT ( HOSE BIBB )

12" D.I. SPOOL PIECE, FLG. x P.E., LENGTH AS REQUIRED

L 12" BUTTERFLY VALVE WITH GEAR OPERATOR

12'-6"

3'-2"

7'-10"

4'-0"

5'-10"

16" D.I.P. FROM GROUND

STORAGE TANKS

4'-0" WIDE x 5'-4" DEEP

CONCRETE PIPE TRENCH WITH

ALUMINUM GRATING - SEE

STRUCTURAL SHEET S1.3 FOR

TRENCH AND GRATING DETAILS

NL M VPQRS U M L

I

Y

H

A

B

W

X

O S

E

NL M VP U M L

B

S

P

Y

I

WX

A

O

T

C

J

J

S

I

S

I

E

NL M VPQR U M L

B

WX

A

NL M VPQR U M L

B

WX

A

O

PUMP NO. 2

16" D.I.P. TO WATER

DISTRIBUTION SYSTEM

F.G. EL. 91.70

5/8" RESTRAINED

ROD (TYPICAL)

6" x 18" CONCRETE

CURB AND GRAVEL

SCALE: 3/8" = 1'-0"

HIGH SERVICE PUMPS PIPING SECTION

C-9C-9

A

J J C

Y

S

A

B

F I

P

T

Y P

10'-0"9'-6"9'-6"

PUMP NO. 1 PUMP NO. 2 PUMP NO. 3

Y

S

A

B

I

P

Y

S

A

B

I

P

12" D.I.P FROM EXISTING 0.50

MGD GROUND STORAGE TANK

POST

CHLORINE

INJECTION

POINT

2" PVC SUMP PUMP

DRAIN LINE TO

RETENTION AREA

1-1\2" PVC CL2 LINE TO

POST INJECTION POINT

CONCRETE PIPE SUPPORT

SEE STRUCTURAL SHEET S1.3

FOR PIPE SUPPORT DETAILS

CONCRETE PIPE SUPPORT

SEE STRUCTURAL SHEET S1.3

FOR PIPE SUPPORT DETAILS

6'-6" x 3'-2" REINFORCED CONCRETE

PUMP BASE - SEE STRUCTURAL

SHEET S1.2 FOR PUMP BASE DETAIL

BEAM / MONORAIL FOR HOIST AND TROLLY

SEE ARCHITECTURAL SHEET A1.0 AND

STRUCTURAL SHEET S2.0 FOR DETAILS

HOIST AND TROLLY

BEAM / MONORAIL ABOVE FOR HOIST AND

TROLLEY - SEE ARCHITECTURAL SHEET A1.0

AND STRUCTURAL SHEET S2.0 FOR DETAILS

BEAM / MONORAIL FOR HOIST AND TROLLY

SEE ARCHITECTURAL SHEET A1.0 AND

STRUCTURAL SHEET S2.0 FOR DETAILS

6'-6" x 3'-2" REINFORCED

CONCRETE PUMP BASE (TYP.)

SEE STRUCTURAL SHEET S1.2

FOR PUMP BASE DETAIL

4'-7" (TYP.)

W

I D

E

T

R E

N C

H

3'-4"

T

Y P

4'-0" WIDE TRENCH

8'-8" 4'-4"

4'-0" WIDE x 5'-4" DEEP CONCRETE PIPE

TRENCH WITH ALUMINUM GRATING

SEE STRUCTURAL SHEET S1.3 FOR

TRENCH AND GRATING DETAILS

5'-0"

POST CHLORINE

INJECTION POINT

4'-0" WIDE x 5'-4" DEEP CONCRETE PIPE

TRENCH WITH ALUMINUM GRATING

SEE STRUCTURAL SHEET S1.3 FOR

TRENCH AND GRATING DETAILS

6'-6" x 3'-2" REINFORCED

CONCRETE PUMP BASE

SEE STRUCTURAL SHEET

S1.2 FOR PUMP BASE DETAIL

HOIST AND TROLLY

16" D.I.P. FROM GROUND

STORAGE TANKS

F

SUMP PUMP WITH FLOAT SWITCH

GRUNDFOS UNILIFT KP 250 A-1

OR APPROVED EQUAL

24" x 24" x 12" DEEP SUMP PIT

SUMP PUMP WITH FLOAT SWITCH

GRUNDFOS UNILIFT KP 250 A-1

OR APPROVED EQUAL

CONCRETE PIPE SUPPORT (TYP.)

SEE STRUCTURAL SHEET S1.3

FOR PIPE SUPPORT DETAILS

2" PVC SUMP PUMP DRAIN LINE TO

RETENTION AREA. 3'-0" MIN. DEPTH

(DEPTH SHOWN EXAGERATED FOR

CLARITY)

12" D.I.P FROM EXISTING 0.25

MGD GROUND STORAGE TANK

K

K

Z 16" TEE, M.J.

EE Z

6" x 18" CONCRETE

CURB AND GRAVEL

S

H

A

C

C

FOR CONTINUATION SEE

SITE PIPING PLAN SHEET C-8

2"x1" SCHEDULE 80 PVC

REDUCER FOR CONNECTION

O

PIPE SUPPORT - SEE

SHEET C-15 FOR DETAIL

EXHAUST

FAN

LOUVER

O

AA

AA

FLANGED SENSOR HEAD FOR HIGH SERVICE PUMP

FLOW SWITCH. FLOW SWITCHES TO BE DIRECTLY

TAPPED. NO SADDLE TAPS ARE ALLOWED.

O

AA

S

H

O

AA

S

H

O

AA

RACK MOUNTED

CHLORINE ANALYZER

DRAIN FOR CHLORINE

ANALYZER RESIDUALS

Q R

PIPE SUPPORT (TYP.)

SEE SHEET C-15 FOR DETAIL

HOSE

BIBB

HOSE

BIBB

SLOPE TRENCH TO SUMP PIT

CHEMICAL PUMPS PIPING

PLAN AND EXISTING

WELL NO. 1 PIPING

Scale:

Job No.

Date:

SAB

DEM

RAS

SAB

Checked by:

Approved by:

Designed by:

Drawn by:

Sheet No.

D r a w i n g n a m e

C

U s e r s r s t o r y A p p D a t a L o c a l T e m p A c P u b l i s h C

H

S P c l p o l y a n d f l t e r s d n t o r y

ByNo. Date

2019C

F10515

6/27/2019

AS SHOWN C-10

ByNo. Date Revision Revision

1117 E. Robinson St. Orlando, FL 32801

Ph: 407.425.0452

CPH, Inc.

Arch. Lic. No. AA2600926

Landscp. Lic. No. LC0000298

Licenses:

Eng. C.O.A. No. 3215

Survey L.B. No. 7143

Plans Prepared By:

www.cphcorp.com

Architects

Engineers

Environmental

Landscape Architects

M / E / P

Planners

Surveyors

Traffic/Transportation

Offices In:

· Florida

· Puerto Rico

· Connecticut

· Maryland

· Texas

A Full Service A & E Firm

B

A

W I N

G

REG NO. 57402

SCOTT A. BREITENSTEIN

CITY OF CASSELBERRY

Howell Park WTP Improvements

Seminole County, Florida

SCALE: 1/2" = 1'-0"

CHEMICAL PUMPS AND EXISTING WELL NO. 1 PIPING PLAN

C

C

C

D

C

C

B

C-10 C-11

A

C

C

EXISTING WELL NO. 1

EYEWASH

STATION

CL2 FILL

STATION

WELL NO.1

FLOW METER

2" SCH. 80 PVC

CL2 TANK FILL LINE

EXHAUST FAN ABOVE

1-1/2" SCH. 80 PVC SUPPLY LINE

FROM CHLORINE BULK STORAGE

TANK TO CL2 PUMP SKIDS

1/2" SCH. 80 PVC VENT PIPE

FROM CL2 PUMP SKIDS

VENT LINE TO ROOF

WITH BUG SCREEN

2" SCH. 80 PVC

CL2 TANK FILL LINE

2" SCH. 80 PVC

CL2 TANK FILL LINE

ORTHO

POLY

PUMP 1

ORTHO

POLY

PUMP 2

ORTHO

POLY

PUMP 3

ORTHO

POLY

SPARE

PRE CL2

PUMP 3

PRE CL2

PUMP 2

PRE CL2

PUMP 1

POST CL2

PUMP

POST CL2

PUMP

SPARE

1-1/2" SCH. 80 PVC CL2 LINE TO POST

CHLORINATION INJECTION POINT

1-1/2" SCH. 80 PVC CL2 LINE TO PRE

CHLORINATION INJECTION POINT

3" SCH. 80 PVC CONDUIT CONTAINING

1/2" FLEXIBLE ORTHO-POLYPHOSPHATE

LINE TO INJECTION POINT

HOSE

BIBB

SINK

2000 GAL. CHLORINE

BULK STORAGE TANK

VENT LINE TO ROOF

WITH BUG SCREEN

MANWAY

MANWAY

ACCESS LADDER

ACCESS

LADDER

8" 90° BEND, FLG.

8" GATE VALVE

FLOW METER FOR EXISTING WELL NO. 1

SIEMENS SITRANS F M MAG 5100 W

ELECTROMAGNETIC FLOW METER (8") WITH

SITRANS F M MAG 5000 TRANSMITTER

OR APPROVED EQUAL

8" D.I. SPOOL PIECE, 12" LONG (MIN.), FLG.

8" D.I. SPOOL PIECE, FLG. x P.E.

LENGTH AS REQUIRED

8" FLANGED COUPLING ADAPTER

8" 90° BEND, M.J., ROTATED 45°

12" x 8" REDUCER, M.J.

8" D.I. SPOOL PIECE, P.E. x P.E.

LENGTH AS REQUIRED

1/2" SCH. 80 PVC VENT PIPE

FROM ORTHO-POLYPHOSPHATE

SOLUTION TANK

55 GALLON STORAGE TANK

WITH VENTED MANWAY (TYP.)

WHEELED BENCH SCALE

1/2" FLEXIBLE SUPPLY LINE FROM

ORTHO-POLYPHOSPHATE

SOLUTION TANK TO PUMP SKIDS

2000 GAL. CHLORINE

BULK STORAGE TANK

EXHAUST

FAN ABOVE

LOUVER

LOUVER

LOUVER

LOUVER IN DOOR

HOSE

BIBB

PRE CL2

PUMP 3

SPARE

CHEMICAL PUMPS

PIPING SECTIONS

Scale:

Job No.

Date:

SAB

DEM

RAS

SAB

Checked by:

Approved by:

Designed by:

Drawn by:

Sheet No.

D r a w i n g n a m e

C

U s e r s r s t o r y A p p D a t a L o c a l T e m p A c P u b l i s h C

H

S P c l p o l y a n d f l t e r s d n t o r y

ByNo. Date

2019C

F10515

6/27/2019

AS SHOWN C-11

ByNo. Date Revision Revision

1117 E. Robinson St. Orlando, FL 32801

Ph: 407.425.0452

CPH, Inc.

Arch. Lic. No. AA2600926

Landscp. Lic. No. LC0000298

Licenses:

Eng. C.O.A. No. 3215

Survey L.B. No. 7143

Plans Prepared By:

www.cphcorp.com

Architects

Engineers

Environmental

Landscape Architects

M / E / P

Planners

Surveyors

Traffic/Transportation

Offices In:

· Florida

· Puerto Rico

· Connecticut

· Maryland

· Texas

A Full Service A & E Firm

B

A

W I N

G

REG NO. 57402

SCOTT A. BREITENSTEIN

CITY OF CASSELBERRY

Howell Park WTP Improvements

Seminole County, Florida

SCALE: 1/2" = 1'-0"

CHLORINE BULK STORAGE AND CL2 PUMP SKID PIPING SECTION

C-10

B

C-11

SCALE: 1/2" = 1'-0"

CL2 PUMP SKID PIPING SECTION

C-10

C

C-11

SCALE: 1/2" = 1'-0"

ORTHO-POLYPHOSPHATE PUMP SKID PIPING SECTION

C-10

D

C-11

SCALE: 1/2" = 1'-0"

CHLORINE BULK STORAGE AND CL2 PUMP SKID PIPING SECTION

C-10

A

C-11

PRE

CL2

PUMP 3

PRE

CL2

PUMP 2

PRE

CL2

PUMP 1

POST

CL2

PUMP

POST

CL2

PUMP

SPARE

EXHAUST FAN

NOTE:

HOSE BIBB ASSEMBLY

NOT SHOWN FOR CLARITY.

SAFETY EYEWASH AND

SHOWER STATION

1/2" SCH. 80 PVC VENT PIPE

FROM ORTHO-POLYPHOSPHATE

SOLUTION TANK

55 GALLON STORAGE TANK

WITH VENTED MANWAY (TYP.)

FLEXIBLE TUBING (TYP.)

1" CLEAR SITE GLASS (TYP.)

MANWAY

1-1/2" SCH. 80 PVC SUPPLY LINE FROM CHLORINE

BULK STORAGE TANK TO CL2 PUMP SKIDS

1/2" SCH. 80 PVC VENT PIPE

FROM PUMP SKIDS TO

ORTHO-POLYPHOSPHATE

SOLUTION TANK

1/2" PVC 90° BEND WITH

3" PIPE LENGTH TO MALE

ADAPTER FOR CONNECTION

TO FLEXIBLE TUBING (TYP.)

ORTHO

POLY

PUMP 1

ORTHO

POLY

PUMP 2

ORTHO

POLY

PUMP 3

ORTHO

POLY

SPARE

1/2" SCH. 80 PVC VENT

PIPE TO CHLORINE BULK

STORAGE TANK

ROLL UP DOOR HARDWARE

2" SCH. 80 PVC

CL2 TANK FILL LINE

1/2" SCH. 80 PVC VENT PIPE

FROM CL2 PUMP SKIDS TO

CHLORINE BULK STORAGE TANKS

PIPE HANGER (TYP.)

ROLL UP DOOR HARDWARE

VENT LINE TO ROOF

WITH BUG SCREEN

2" SCH. 80 PVC CL2

TANK FILL LINE (TYP.)

1-1/2" FLEXIBLE HOSE

ASSEMBLY WITH BALL VALVE

AND NPT COUPLER OUTLET

MANWAY

2" SCH. 80 PVC

CL2 TANK FILL LINE

102" DIAMETER x 103" HIGH - 2000 GALLON

DOUBLE WALL CAPTOR CONTAINMENT

TANK - SNYDER MODEL NO. 557000N

102" DIAMETER x 103" HIGH - 2000 GALLON

DOUBLE WALL CAPTOR CONTAINMENT

TANK - SNYDER MODEL NO. 557000N

2" SCH. 80 PVC CL2

TANK FILL LINE FROM

CL2 FILL STATION

1-1/2" SCH. 80 PVC SUPPLY LINE

PIPE SUPPORT (TYP.)

VENT LINE TO ROOF

WITH BUG SCREEN

1-1/2" FLEXIBLE HOSE

ASSEMBLY WITH BALL VALVE

AND NPT COUPLER OUTLET

1-1/2" SCH. 80 PVC SUPPLY LINE

LEVEL INDICATOR (TYP.)

ACCESS LADDER (TYP.)

2" SCH. 80 PVC

CL2 TANK FILL LINE

ACCESS LADDER

CL2 FILL STATION

PIPE SUPPORT (TYP.)

EXHAUST FAN

1-1/2" SCH. 80 PVC SUPPLY LINE

FROM CHLORINE BULK STORAGE

TANK TO CL2 PUMP SKID

1/2" SCH. 80 PVC VENT PIPE

FROM CL2 PUMP SKIDS TO

CHLORINE BULK STORAGE TANKS

PIPE HANGER (TYP.)

VENT LINE TO ROOF

WITH BUG SCREEN

1-1/2" SCH. 80 PVC CL2 LINE

TO PRE CHLORINATION

INJECTION POINT

1-1/2" SCH. 80 PVC CL2 LINE

TO POST CHLORINATION

INJECTION POINT

PIPE SUPPORT (TYP.)

MANWAY

ROLL UP DOOR

HARDWARE

102" DIAMETER x 103" HIGH - 2000 GALLON

DOUBLE WALL CAPTOR CONTAINMENT

TANK - SNYDER MODEL NO. 557000N

6" THICK REINFORCED

CONCRETE HOUSEKEEPING

PAD FOR PUMP SKID

6" THICK REINFORCED

CONCRETE HOUSEKEEPING

PADS FOR PUMP SKIDS

CL2 PUMP SKID DRAIN LINE

TRIPLEX METERING SELF CONTAINED

CL2 PUMP SKID - PUMPS TO BE

FLOWMOTION OR APPROVED EQUAL

DUPLEX METERING SELF CONTAINED

PUMP SKID - PUMPS TO BE

FLOWMOTION OR APPROVED EQUAL

JUNCTION BOX IN FOREGROUND

SHOWN FOR CLARITY

TRIPLEX METERING SELF CONTAINED

CL2 PUMP SKID - PUMPS TO BE

FLOWMOTION OR APPROVED EQUAL

1-1/2" SCH. 80 PVC SUPPLY LINE FROM

CHLORINE BULK STORAGE TANK

PIPE SUPPORT (TYP.)

1-1/2" SCH. 80 PVC CL2 LINE

TO POST CHLORINATION

INJECTION POINT

1-1/2" SCH. 80 PVC CL2 LINE

TO PRE CHLORINATION

INJECTION POINT

JUNCTION

BOX

1-1/2" SCH. 80 PVC CL2 LINE

TO POST CHLORINATION

INJECTION POINT

1-1/2" SCH. 80 PVC CL2 LINE

TO PRE CHLORINATION

INJECTION POINT

CL2 PUMP SKID DRAIN LINE

1-1/2" SCH. 80 PVC SUPPLY

LINE FROM CHLORINE

BULK STORAGE TANK

CL2 PUMP SKID DRAIN LINE

NOTES:

1. CHLORINE AND ORTHO-POLYPHOSPHATE HARD PIPED

LINES TO BE SCHEDULE 80 PVC WITH APPROPRIATE

CEMENT USED FOR FITTINGS.

2. ALL EXTERIOR PVC PIPING TO HAVE ULTRA- VIOLET

PROTECTION.

3. ALL VALVES TO BE TRUE-UNION BALL VALVES WITH

VITON O-RINGS.

1/2" ORTHO-POLYPHOSPHATE LINE

IN CONDUIT TO INJECTION POINT

3" SCH. 80 PVC CONDUIT

CONTAINING 1/2" FLEXIBLE

ORTHO-POLYPHOSPHATE LINE

PIPE SUPPORT (TYP.)

3" x 1/2" SCH. 80 PVC REDUCER

WITH ADAPTER FOR CONNECTION

TO 1/2" FLEXIBLE TUBING

1/2" PVC MALE ADAPTER

FOR CONNECTION TO

FLEXIBLE TUBING

DUPLEX METERING SELF CONTAINED

ORTHO-POLYPHOSPHATE PUMP SKID - PUMPS TO

BE WALCHEM EWN OR APPROVED EQUAL (TYP.)

CL2 PUMP SKID DRAIN LINE

1/2" SCH. 80 PVC SUPPLY LINE FROM

ORTHO-POLYPHOSPHATE SOLUTION TANK

CL2 PUMP SKID DRAIN LINE

1/2" SCH. 80 PVC SUPPLY LINE

FROM ORTHO-POLYPHOSPHATE

SOLUTION TANK

1/2" FLEXIBLE TUBING

WHEELED BENCH SCALE TO

BE OHAUS DEFENDER 3000 "T"

MODEL OR APPROVED EQUAL

1/2" PVC MALE ADAPTER FOR

CONNECTION TO FLEXIBLE TUBING

1/2" SCH. 80 PVC

ORTHO-POLYPHOSPHATE

LINE TO INJECTION POINT

VENT COVER WITH

BUG SCREEN

EXTEND VENT PIPE BEYOND

BUILDING OVERHANG

6" THICK REINFORCED CONCRETE

HOUSEKEEPING PAD…