INDEX OF SHEETSE8F4113D-E37D-40… · h.s.p.s. demolition, proposed plans & section effluent meter demolition, proposed plans & section councilor, seat 2 councilor, seat 3 chris sears

Augu

st 4

, 201

7 B

id S

et902 North Sinclair Ave.

Certificate Of Authorization Number: 27029

Fax: 352.343.8495Office: 352.343.8481

www.besandh.comTavares, Florida 32778

Original Document Size 24"x36"0 1 2 3 4 5

(Inches)

1INDEX OF SHEETS

COVER SHEET2 AERIAL MAP & GENERAL NOTES3 SITE PLAN

54

PROJECT LOCATION

07-24-2017 Revised

H.S.P.S. DEMOLITION, PROPOSED PLANS & SECTIONEFFLUENT METER DEMOLITION, PROPOSED PLANS & SECTION

COUNCILOR, SEAT 2 COUNCILOR, SEAT 3

CHRIS SEARSMAYOR

JOSEPH MABRY ED CONROY

SEAT 1

COUNCILOR, SEAT 5JOHN SCOTT

DAVID NEBELMAYOR PRO-TEMPORE

SEAT 4

PUBLIC SERVICES DIRECTORJOHN RNEST

E-3E-2E-1

E-4E-5E-6E-7E-8

ELECTRICAL NOTES, SYMBOLS & ABBREVIATIONSELECTRICAL SITE PLAN

ELEMENTARY DIAGRAMSINGLE LINE DIAGRAM

BACK UP CONTROL DIAGRAM

HSP POWER PLANEXISTING ELECTRICAL BUILDING POWER PLAN

MAINTENANCE BLDG. ELECTRICAL PLAN

08-04-2017 Bid Set

INSTRUMENTATION NOTES & LEGENDP & ID – WTF TREATMENT PROCESSES

I-3I-2I-1

I-4P & ID – MISCELLANEOUSCONTROL SYSTEM

E-9 PANEL AND LIGHT FIXTURE SCHEDULEE-10 ELECTRICAL DETAILS

I-5 DOWNTOWN LIFT STATION RTU DIAGRAM-1I-6 DOWNTOWN LIFT STATION RTU DIAGRAM-2

JOB NO.:

CHECKED BY.:

DRAWN BY:

DATE:

DESIGNED BY:

FILE NAME: -

151092.0002

TEM

CBW

CBW

May 10, 2017

07-2

4-17

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WATER:

TELEPHONE:

ELECTRIC:

TOWN OF HOWEY-IN-THE-HILLS (352)

SPRINT UNITED TELEPHONE CORP.

TOWN OF HOWEY-IN-THE-HILLS

FLORIDA POWER CORP.

(352) 326-1545

(352)

(352)

589-0771

UTILITY LISTING

---

--

483-7237(352)TECO PEOPLES GASGAS:

CABLE: COMCAST CABLEVISION (352) 728-8757

SANITARY SEWER:

(352)SUMTER ELECTRIC COOPERATIVE, INC.ELECTRIC: 357-5600

E. CEDAR ST.

E. PINE. ST.

E. OAK ST.

E. CENTRAL AVE.

E. MYRTLE. ST

PINE. ST.

W. OAK ST.

W. HOLY ST.

W. MYRTLW. ST

W. CENTRAL AVE.

TOWN HALL

PUBLICLIBRARY

S. FLO

RID

A A

V.

S. D

IXIE

DR

.N

. PA

LM A

VE

. (S.R

.19)

N. D

IXIE

DR

.

S. P

ALM

AV

E. (S

.R.19)

DUPONT CIR.

SCALE: 1" = 200'

5004003002001000

GENERAL NOTES

17.

CONSTRUCTION STORAGE AREAS FOR THE CONTRACTOR ARE AS DESIGNATED ON THE SITE PLAN.BOUNDS. IF PERMITTED BY THE OWNER, SPOIL AREAS SHALL BE AS INDICATED ON THE DRAWINGS.LIMITS OF CONSTRUCTION FOR THIS PROJECT SHALL BE THE AREA SHOWN WITHIN THE PROPERTY

UNDERGROUND PIPELINES, F.S. 553.851, CH. 77-143.UTILITY OWNER IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA STATUTES, PROTECTION OFTHE CONTRACTOR PRIOR TO EXCAVATING IN THE VICINITY OF A GAS PIPELINE SHALL NOTIFY THE GAS

BE FURNISHED BY THE CONTRACTOR SHALL INCLUDE: LOCATION, ELEVATION, UTILITY TYPE, MATERIAL CONTRACTOR IS TO NOTIFY THE ENGINEER IMMEDIATELY. INFORMATION ON THE OBSTRUCTION TO FEET IN ADVANCE OF THE WORK, WHICHEVER IS GREATER. IF THERE IS A POTENTIAL CONFLICT, THEWORK AND EXISTING UTILITIES. THE EXPLORATORY EXCAVATIONS SHALL BE MADE 48 HOURS OR 1,000THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AT ALL INTERSECTIONS OF PROPOSED

PLUGGED IF ADJACENT WORK HAS NOT BEEN COMPLETED.ALL PIPING AND/OR APPURTENANCES CONNECTING TO ADJACENT CONSTRUCTION SHALL BE

OUTSIDE OF PIPE TO OUTSIDE OF PIPE.WHERE MINIMUM SEPARATIONS BETWEEN UTILITIES IS REQUIRED, THE DISTANCE MEASURED IS FROM

14.

11.

8.

16.

UNLESS OTHERWISE SPECIFIED ON THE DRAWINGS OR IN THE SPECIFICATIONS, ALL ITEMS NOTEDTO BE REMOVED SHALL REMAIN THE PROPERTY OF TOWN OF HOWEY-IN-THE-HILLS (OWNER). ALL ITEMSREMOVED SHALL BE STORED BY THE CONTRACTOR ON-SITE AS DIRECTED BY THE OWNER.

4.

3.

THE CONTRACTOR SHALL REPLACE ALL PAVING, SODDING, STABILIZED EARTH, LANDSCAPING, DRIVEWAYS, SIDEWALKS, IRRIGATION SYSTEMS, UNDERGROUND PIPING, ETC., DISTURBED OR DAMAGED BY THE CONSTRUCTION. THE CONTRACTOR SHALL REPLACE WITH EQUAL MATERIAL ORAS DIRECTED BY THE ENGINEER.

CONTRACTOR SHALL TAKE CARE TO PROVIDE PROPER GRADE, ELEVATIONS AND ALIGNMENT FOR FUTURE CONNECTIONS AS SHOWN ON THE DRAWINGS.

9.

ALL CONSTRUCTION SHALL CONFORM TO F.D.E.P. AND THE TOWN OF HOWEY-IN-THE-HILLS STANDARDS.

UTILITY SEPARATION SHALL BE AS REQUIRED IN CHAPTER 62-555.314 F.A.C.

WHERE A CONNECTION IS TO BE MADE IN THE FIELD TO AN EXISTING PIPE, THE CONTRACTOR WILLEXCAVATE THE AREA TO VERIFY THE TYPE OF PIPE AND THE PIPE SIZE, AND OBTAIN THE OWNER’SAPPROVAL OF THE PROPOSED METHOD OF CONNECTION PRIOR TO ORDERING AND INSTALLINGMATERIALS.

ALL WATER OR SEWER SERVICE CONNECTIONS, INTERRUPTIONS OR RELOCATION’S SHALL BECOORDINATED IN ADVANCE WITH FIELD REPRESENTATIVES OF THE TOWN OF HOWEY-IN-THE-HILLS.

ALL EXISTING PROPERTY, FENCING, DRIVEWAYS, PIPING, SIDEWALKS, SIGNS AND OTHER ITEMS SHALLBE RESTORED TO ORIGINAL LINE AND GRADE UNLESS APPROVED BY THE ENGINEER. ACCESS TOADJOINING PROPERTY ALONG THE PROPOSED ROUTE SHALL BE MAINTAINED AT ALL TIMES.

IN THE EVENT THAT THE POTABLE WATER SYSTEM IS CONTAMINATED (I.E., WATER DOES NOT MEETFEDERAL AND STATE REQUIREMENTS) DUE TO CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALLBE RESPONSIBLE, UNDER THE DIRECTION OF THE OWNER, OR STATE AND LOCAL REGULATORY AGENCYFOR CORRECTING ANY SUCH CONTAMINATION PROBLEM INCLUDING DISINFECTION, TESTING ANDOTHER CORRECTIVE ACTION.

THE SHOWN LOCATIONS OF RIGHTS-OF-WAY AND UTILITIES ARE APPROXIMATE. IT WILL BE THERESPONSIBILITY OF THE CONTRACTOR TO EXACTLY LOCATE ALL RIGHTS-OF-WAY AND UTILITY LINES INTHE CONSTRUCTION AREA PRIOR TO EXCAVATION. ANY DAMAGE TO ANY EXISTING UTILITY,STRUCTURE OR SERVICE SHALL BE REPAIRED, AT THE CONTRACTOR’S EXPENSE, IN A MANNERAPPROVED BY THE RESPECTIVE UTILITY OWNER.

TRAFFIC SHALL BE MAINTAINED AT ALL TIMES AS PER FDOT STANDARD SPECIFICATIONS FOR ROAD ANDBRIDGE CONSTRUCTION, ROADWAY AND TRAFFIC DESIGN STANDARDS AND THE MANUAL ON UNIFORMTRAFFIC CONTROL DEVICES.

REMOVAL OF TREES GREATER THAN 4-INCH BASAL DIAMETER SHALL BE ONLY AS DIRECTED BY THEOWNER/ENGINEER. CONTRACTOR SHALL LIMIT TO A MINIMUM THE AMOUNT OF TREE REMOVAL,CLEARING AND GRUBBING REQUIRED BY TRIMMING TREES WHEREVER POSSIBLE.

CONTRACTOR SHALL NOTIFY AND COORDINATE WITH AFFECTED PROPERTY OWNERS ANDOWNER/ENGINEER ONE WEEK IN ADVANCE OF TREE CLEARING AND GRUBBING. ALL DEBRIS FROM TREECLEARING AND GRUBBING SHALL BE REMOVED.

CONTRACTOR SHALL PROVIDE AN EMERGENCY CONTACT NUMBER LIST FOR KEY SITE PERSONNEL.

ENGINEER OF RECORD REVIEWED SHOP DRAWING SUBMITTALS ARE REQUIRED FOR ALL WATER/SEWER/RECLAIMED AND STORMWATER SYSTEMS TO BE DEDICATED TO THE TOWN OF HOWEY-IN-THE-HILLSTWO SETS ARE REQUIRED FOR REVIEW. ONE SET WILL BE RETURNED TO THE ENGINEER OF RECORD.

OFF-SITE OR ROADWAY RIGHT-OF-WAY CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALLCONDITIONS OF THE APPROVED R/W PERMIT(S). A COPY OF THE APPROVED R/W PERMIT MUST BE KEPTON-SITE AND READILY AVAILABLE DURING ALL CONSTRUCTION ACTIVITIES WITH THE R/W.

EARTHWORK, PAVEMENT AND CONCRETE CONSTRUCTION NOT SPECIFICALLY ADDRESSED BY THE CITYLDC, SHALL BE CURRENT OR YEAR 2000 FLORIDA DEPARTMENT OF TRANSPORTATION STANDARDSPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, WHICHEVER IS MORE STRINGENT.HTTP:/WWW.DOT.STATE.FL.US/SPECIFICATIONSOFFICE/LOCALARCHIVES.HTM

COPIES OF ALL MATERIALS AND COMPACTION TESTING PER THE LATEST EDITION FDOT STANDARDSPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION MUST BE PROVIDED PRIOR TO CLOSEOUT.

1.

2.

10.

12.

13.

22.

15.

18.

19.

20.

21.

29.

28.

24.

23.

30.

THE CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OF ALL EXISTING UTILITIES SHOWNAND NOT SHOWN PRIOR TO ANY CONSTRUCTION. ANY CONFLICTS OR DISCREPANCIES BETWEENTHESE PLANS AND ACTUAL FIELD CONDITIONS, SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OFTHE ENGINEER.

THE CONTRACTOR SHALL CONTACT THE ENGINEER FOR HORIZONTAL AND VERTICAL CONTROL DATA.

NO DEVIATIONS FROM THESE PLANS SHALL BE MADE WITHOUT PRIOR APPROVAL OF THE ENGINEER.

5.

6.

7.

THE CONTRACTOR SHALL ENSURE ALL NECESSARY PERMITS ARE IN HAND BEFORECOMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SATISFYING ALL REQUIREMENTS OF REGULATORY AGENCY PERMITS IN REGARD TO CONSTRUCTIONACTIVITIES AND CONDITIONS STATED THEREIN.

AND SIZE.

26.

25.

27.

SO AS TO MINIMIZE IMPACTS AND MAINTAIN ACCESS AT ALL TIMES.CONTRACTOR TO COORDINATE OPEN CUTTING OF EXISTING DRIVEWAYS WITH PROPERTY OWNERS

CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AT ALL TIMES. LANE CLOSURES SHALL ONLY BE ALLOWED BETWEEN 7 A.M. AND 4 P.M. AT ALL OTHER TIMES, THE CONTRACTOR SHALL "SAFE UP" THE JOB SITE AND OPEN ALL TRAFFIC LANES.

LOCAL EMERGENCY SERVICE AGENCIES A MINIMUM OF 24 HOURS PRIOR TO SAID CLOSURES.CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING LANE/ROAD CLOSURE INFORMATION TO ALL

31.

ALL PIPE SHALL BEAR THE "NSF" SEAL FOR POTABLE WATER.

DEPTH OF WATER LINES TO BE MIN. 36" BELOW FINISHED GRADE.

PIPING BELOW GRADE SHALL UTILIZE RESTRAINED MECHANICAL JOINT CONNECTIONS, AND BERESTRAINED IN ACCORDANCE WITH THE ATTACHED THRUST RESTRAINT TABLE.

ADMINISTRATIVE CODE.ACCORDANCE WITH THE LATEST AWWA STANDARD C651 AND CHAPTER 62-555 FLORIDA AND REGULATIONS, CLEANED, DISINFECTED AND BACTERIOLOGICALLY CLEARED FOR SERVICE IN WATER SYSTEM COMPONENTS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH ALL LOCAL CODES

CONTRACTOR SHALL PROVIDE TEMPORARY THRUST RESTRAINT, BRACING, TEST PLUGS AND/OR OTHERDEVICES NECESSARY TO SUCCESSFULLY COMPLETE PRESSURE TESTING OF ALL PRESSURE PIPING

ALL BURIED PIPING SPECIFIED TO BE PRESSURE TESTED, EXCEPT FLANGED, WELDED, OR SCREWEDPIPING, SHALL BE PROVIDED WITH RESTRAINING DEVICES AT ALL DIRECTION CHANGES, UNLESSOTHERWISE NOTED. SEE THRUST RESTRAINT SPECIFICATION DETAILS AND NOTES.

SYSTEMS.

WATER MAINS SHALL BE PVC CONFORMING TO AWWA C-900, DR 18 FOR PIPE SIZES 4"-12". PIPES 14" OR LARGER SHALL BE AWWA C-905, DR 18. ALL COUPLINGS COMPOUNDS, SOLVENTS, LUBRICANTS, AND PIPE PREPARATION, FOR LYING, SHALL BE IN ACCORDANCE WITH THE PIPE MANUFACTURER'S LATEST RECOMMENDATIONS.

32.

33.

34.

35.

36.

37.

SOD ALL AREA DISTURBED BY CONSTRUCTION.38.

WATER TREATMENTPLANT SITE

08-0

4-17

Bid

Set

JOB NO.:

CHECKED BY.:

DRAWN BY:

DATE:

DESIGNED BY:

FILE NAME: -

151092.0002

TEM

CBW

CBW

May 10, 2017

07-2

4-17

Rev

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902

No

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SCALE: 1/4" = 1'-0"

WELLEXISTING

EXISTINGGROUND STORAGE

TANK

H.S.P.S.EXISTING

CL ROOMEXISTING

2

EFFLUENTEXISTING

METER

SCALE: 1" = 20'

50403020100

W. C

ENTRAL AV.

ELECTRICAL BLDG.

EXISTING

EXISTINGMAINTENANCE

BLDG.

EXISTINGMAINTENANCE

BLDG.

EXISTING G.S.T. AERATORTO BE MODIFIED FROM1,200 G.P.M. TO 2,600 G.P.M.(WORK TO BE DONE BY CROMPRESTRESSED CONCRETE TANKS,(352)372-3436

08-0

4-17

Bid

Set

JOB NO.:

CHECKED BY.:

DRAWN BY:

DATE:

DESIGNED BY:

FILE NAME: -

151092.0002

TEM

CBW

CBW

May 10, 2017

07-2

4-17

Rev

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902

No

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EXISTING 12"x6" REDUCERTO BE RELOCATED

EXISTING 6"x3"

EXISTING 12" CHECK VALVETO BE REMOVED

EXISTING 12" SPOOL PIECETO BE REMOVED

EXISTING 12" BUTTERFLY VALVETO REMAIN

EXISTING HIGHSERVICE PUMPSTO REMAIN

EXISTING PIPINGTO REMAIN EXISTING PIPING

TO REMAIN

EXISTING PIPINGTO REMAIN

BLIND FLANGETO BE REMOVED


EXISTING 16" BLIND FLANGETO BE REMOVED


EXISTING 3"FLEX COUPLINGTO REMAIN

REDUCERTO BE RELOCATED

PROPOSED 4"CHECK VALVE

PROPOSED 4"x3"REDUCER

PROPOSED 4" FLANGED ADAPTOR COUPLING

PROPOSED 4" SPOOL PIECE

EXISTING 12" BUTTERFLY VALVE

RELOCATED 12"x6" REDUCER

PROPOSED 6"x4"REDUCER

PROPOSED 3"FLEX COUPLING

A5

A5

DEMOLITION PLANSCALE: 1/4" = 1'-0"

A5SCALE: 3/8" = 1'-0"

SECTION

0 1 2 3 4 5 6 7

PROPOSED PLANSCALE: 3/8" = 1'-0"

0 1 2 3 4 5 6 7

NOTE:ALL COMPONENTS TO BE REMOVED ARE TO BE CONVEYED TO THE OWNER (TOWN OF HOWEY-IN-THE-HILLS)




PROPOSED 12"x4" REDUCER








& 1/2" S.S. BALL VALVE (TYP.)OIL FILLED w/SNUBBERPRESSURE GAUGE, 0-100 psi, PROPOSED 4 1/2"Ø S.S.











& 1/2" S.S. BALL VALVE (TYP.)OIL FILLED w/SNUBBERPRESSURE GAUGE, 0-100 psi, PROPOSED 4 1/2"Ø S.S.


Irr. P.S. No. 1 (200U) Pump Information

H.P.T.D.H.P.S.I.G.P.M.Pump No.

60PROPOSED HSP 170-1000

PROPOSEDHIGH SERVICE PUMP

PROPOSED1" AIR RELEASE VALVEw/ISOLATION VALVE

VA

RIE

S

4 3/8" ANCHORS

FIN. FLOOR

3" GALV. SCH. 80STEEL PIPE

GRINNELFIG. 264, O/E

2 1/2" & LARGERPIPE

PROPOSEDPIPE SUPPORT

08-0

4-17

Bid

Set

JOB NO.:

CHECKED BY.:

DRAWN BY:

DATE:

DESIGNED BY:

FILE NAME: -

151092.0003

TEM

CBW

CBW

May 10, 2017

07-2

4-17

Rev

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902

No

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EXISTING 6" BUTTERFLY VALVETO BE REMOVED

EXISTING 16"x6" REDUCERTO BE REMOVED

EXISTING 16" 90° BENDTO REMAIN

EXISTING 6" BUTTERFLY VALVETO BE REMOVED

EXISTING 16"x6" REDUCERTO BE REMOVED

EXISTING 16" 90° BENDTO REMAIN


EXISTING 6" FLOW METERTO BE REMOVED

EXISTING 16" WATER MAINTO REMAIN


EXISTING 16" WATER MAIN


PROPOSED 12" BUTTERFLY VALVE

PROPOSED 16"x12" ECC. REDUCER

EXISTING 16" 90° BEND







DEMOLITION PLANSCALE: 3/8" = 1'-0"

A5

A5SCALE: 3/8" = 1'-0"

SECTION

0 1 2 3 4 5 6 7

0 1 2 3 4 5 6 7

PROPOSED PLANSCALE: 3/8" = 1'-0"

0 1 2 3 4 5 6 7

A5









MAGMETER (M-SERIESPROPOSED 12" BADGER

7'






NOTE:ALL COMPONENTS TO BE REMOVED ARE TO BE CONVEYED TO THE OWNER (TOWN OF HOWEY-IN-THE-HILLS)

PROPOSEDPIPE SUPPORT(TYP.)

EXISTING CHLORINE ROOMNOT TO SCALE

PROPOSEDOMNI-VALVE

NOTE:CONTRACTOR TO PROVIDE NEW OMNI-VALVE CHLORINE FEED RATE CONTROLLER AND

PURCHASED FROM AND INSTALLED AND CALIBRATED BY BILL FITCH, GUARDIAN EQUIPMENT 888-928-3700. OMNI-VALVE TO BE UTILIZED TO CONTROL CHLORINE FEED RATE FOR WELL 1, WELL 4, OR WELL 1 AND WELL 4 OPERATIONS.

PROPOSED 12" BADGER

MODEL M2000)

MAGMETER (M-SERIESMODEL M2000)

EXISTING CHLORINERESIDUAL ANALIZERTOE BE REPLACED WITHHYDRO INSTRUMENTSSERIES RPH-250 CHLORINERESIDUAL ANALIZER

CHLORINE RESIDUAL ANALIZER. OMNI-VALVE AND CHLORINE RESIDUAL ANALIZER TO BE

08-0

4-17

Bid

Set

EXISTING

JOB NO.:

CHECKED BY.:

DRAWN BY:

DATE:

DESIGNED BY:

FILE NAME:

151092.0002

SEB

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JPL

JULY 28, 2017

***

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JULY 28, 2017

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JULY 28, 2017

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DESIGNED BY:

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151092.0002

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JULY 28, 2017

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CHECKED BY.:

DRAWN BY:

DATE:

DESIGNED BY:

FILE NAME:

151092.0002

SEB

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JPL

JULY 28, 2017

***

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JOB NO.:

CHECKED BY.:

DRAWN BY:

DATE:

DESIGNED BY:

FILE NAME:

151092.0002

SEB

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JPL

JULY 28, 2017

***

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902

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JOB NO.:

CHECKED BY.:

DRAWN BY:

DATE:

DESIGNED BY:

FILE NAME:

151092.0002

SEB

SJL

JPL

JULY 28, 2017

***

///

902

No

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Cer

tific

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5:26

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JOB NO.:

CHECKED BY.:

DRAWN BY:

DATE:

DESIGNED BY:

FILE NAME:

151092.0002

SEB

SJL

JPL

JULY 28, 2017

***

///

902

No

rth

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clai

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Cer

tific

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Num

ber

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Fax:

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JOB NO.:

CHECKED BY.:

DRAWN BY:

DATE:

DESIGNED BY:

FILE NAME:

151092.0002

SEB

SJL

JPL

JULY 28, 2017

***

///

902

No

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Cer

tific

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Num

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JOB NO.:

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DRAWN BY:

DATE:

DESIGNED BY:

FILE NAME:

151092.0002

SEB

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JULY 28, 2017

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DESIGNED BY:

FILE NAME:

151092.0002

SEB

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JUNE 27, 2017

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DESIGNED BY:

FILE NAME:

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JUNE 27, 2017

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DESIGNED BY:

FILE NAME:

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SEB

SJL

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JUNE 27, 2017

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DRAWN BY:

DATE:

DESIGNED BY:

FILE NAME:

151092.0002

SEB

SJL

JPL

JUNE 27, 2017

***

///

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No

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Cer

tific

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Aut

ho

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Num

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: 270

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352

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DESIGNED BY:

FILE NAME:

151092.0002

SEB

SJL

JPL

JUNE 27, 2017

***

///

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No

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tific

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Aut

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Num

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INDEX OF SHEETSE8F4113D-E37D-40… · h.s.p.s. demolition, proposed plans & section effluent meter demolition, proposed plans & section councilor, seat 2 councilor, seat 3 chris sears

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